HomeMy WebLinkAboutRAMP SIGNALIZATION IA HWY 1/US HWY 218 RT TURN LN-IA HWY 1
RAMP
SIGNALIZATION -
IA HWY 1/ US HWY
218 RIGHT TURN
LANE - IA HWY II
KITTY LEE RDI
2006
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Prepared by: Sarah Okerlund, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240, (319)356-5149
RESOLUTION NO. 06-69
RESOLUTION SETTING A PUBLIC HEARING ON MARCH 21, 2006, ON
PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST
FOR THE CONSTRUCTION OF THE IOWA HIGHWAY 1/US HIGHWAY 218
RAMP SIGNALIZATION & IOWA HIGHWAY 1/KITTY LEE ROAD RIGHT TURN
LANE PROJECT, DIRECTING CITY CLERK TO PUBLISH NOTICE OF SAID
HEARING, AND DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS
ON FILE FOR PUBLIC INSPECTION.
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA:
1. That a public hearing on the plans, specifications, form of contract, and estimate of cost
for the construction of the above-mentioned project is to be held on the 2151 day of March,
2006, at 7:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting
is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk.
2. That the City Clerk is hereby authorized and directed to publish notice of the public hearing
for the above-named project in a newspaper published at least once weekly and having a
general circulation in the City, not less than four (4) nor more than twenty (20) days before
said hearing.
3. That the copy of the plans, specifications, form of contract, and estimate of cost for the
construction of the above-named project is hereby ordered placed on file by the City
Engineer in the office of the City Clerk for public inspection.
Passed and approved this 7th day of ":2 ,20" ,
G >>l J^Q~
M OR -
Approved by
ATTEST: ~./~.M) ~ ~~ ~~ ?;(,!~(P
CI LERK. I City !torney's Office
pweng\resliahwy1 setph.doc
21106
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Resolution No. 06-69
# Page
2
It was moved by Champion and seconded by Bailey the Resolution be
adopted, and upon roll call there were:
AYES: NAYS: ABSENT:
y Bailey
x Champion
x Correia
x Elliott
x O'Donnell
x Vanderhoef
x Wilburn
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CITY OF IOWA CITY
410 East Washington Street
Iowa City, Iowa 52240.1826
(319) 356-5000
(319) 356.5009 FAX
ENGINEER'S ESTIMATE OF COST www.kgov.org
March 13, 2006
I City Clerk
City of Iowa City, Iowa
Re: IOWA HIGHWAY 1/US HIGHWAY 218 RAMP SIGNALIZATION & IOWA
HIGHWAY 1/KITTY LEE RIGHT TURN LANE PROJECT
Dear City Clerk:
The estimated cost of this project is $403,000.
Si Iy,
Sarah R. Okerlund, E./.
Civil Engineer
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CITY OF IOWA CITY 27' U)
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DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
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I PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT
FOR THE
IOWA HIGHWAY 1/ U.S. HIGHWAY 218 RAMP SIGNALIZATION &
I IOWA HIGHWAY 11KITTY LEE ROAD RIGHT TURN LANE PROJECT
IOWA CITY, IOWA
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I I hereby certify that this engineering document was prepared by me or under my direct personal
supervision and that I am a duly licensed Professional Engineer under the laws of the State of
Iowa.
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SIGNED: DATE: "~""\:;"-SS' ":/t->>.
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#:2: ROrJJ~LD R 01>\2.;
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?,(.Jo Ie :m=
Ronald R. Knoche i,..J~ 10570 If'1li
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I Iowa Reg. No. 15570 " 0"0 .l $
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My license renewal date is December 31,2006. ""'I~ OVt/A. ~".."""
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I TABLE OF CONTENTS
IOWA HIGHWAY 1/U.S.HIGHWAY218 RAMP SIGNALIZATION &
I IOWA HIGHWAY 1/KITTY LEE ROAD RIGHT TURN LANE PROJECT
IOWA CITY, IOWA
I Paqe Number
I TITLE SHEET
TABLE OF CONTENTS
I ADVERTISEMENT FOR BIDS.................................................................. ............. AF-1
NOTE TO BIDDERS ............................................................................................... NB-1
I FORM OF PROPOSAL.. ............. ................ ............................................................ FP-1
I BID BOND ..................... ............ ........ ...... .......... ............................. ...................... BB-1
FORM OF AGREEMENT ..................................:.................................................... AG-t;;5
I . 0 ~
PERFORMANCE AND PAYMENT BOND .......................................................~~-1 ~ ----n
I, CHECKLIST AND CERTIFICATION OF TARGETED SMALL <2: c:; ~
BUSINESS (TSB) ENTERPRISES ON NON-FEDERAL AID PROJECTS..,... :<~B-1;". P=\
-:JJ 3: U
I STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ~^ ~
ACTIVITY FOR CONSTRUCTIONS ACTiViTIES................................. ........ ;J:>SW-1 ~
I CONTRACT COMPLIANCE
(ANTI-DISCRIMINATION REQUIREMENTS) ................................ ................... CC-1
GENERAL CONDITIONS. ... .......... .... ... ... .... .... ... '" ... ... ......... ........ ........ '" ... .... ... ... ... GC-1
I SUPPLEMENTARY CONDITIONS ................................ ............... ........... ............... SC-1
I RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL-AID
PROJECTS. .................. ........... ............. .. .......... ...................... ................. ....... R-1
I SPECIFICATIONS
DIVISION 1 - GENERAL REQUIREMENTS
I Section 01010 Summary of Work .................................................. ........... 01010-1
Section 01025 Measurement and Payment ...................................... ........ 01025-1
I Section 01090 Reference Standards .......................................................... 01090-1
Section 01310 Progress and Schedules .................................................. 01310-1
Section 01570 Traffic Control and Construction Facilities................... ....... 01570-1
I DIVISION 2 - SITE WORK
I Section 02050 Demolitions, Removals and Abandonments........................ 02050-1
Section 02100 Site Preparation................................................................... 02100-1 I
Section 02220 Earth Excavation, Backfill, Fill and Grading......................... 02220-1
Section 02270 Slope Protection and Erosion Control................................. 02270-1 I
Section 02510 Asphalt Cement Concrete Paving ....................................... 02510-1
Section 02520 Portland Cement Concrete Paving ...................................... 02520-1
Section 02890 Traffic Signalization ............................................................. 02890-1 I
Section 02900 Landscaping .. ... ....... ..... ..... ...... .... ... '" ... ... .......... ........ ..... ..... 02900-1
APPENDIX I I
STORM WATER POLLUTION PREVENTION PLAN
(IOWA HIGHWAY 1/KITTY LEE RIGHT TURN LANE PROJECT)....... PP-1 I
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I ADVERTISEMENT FOR BIDS
IOWA HIGHWAY 1/US HIGHWAY 218 RAMP
I SIGNALIZATION AND IOWA HIGHWAY 1/KITTY
LEE ROAD RIGHT TURN LANE PROJECT
I Sealed proposals will be received by the City
Clerk of the City of Iowa City, Iowa, until 10:00 I
A.M. on the 11th day of April, 2006, or at a later
I date and/or time as determined by the Director of
Public Works or designee, with notice of said later
date and/or time to be published as required by
law. Sealed proposals will be opened immediately
I thereafter by the City Engineer or designee. Bids
submitted by fax machine shall not be deemed a
"sealed bid" for purposes of this Project Pro-
f posals will be acted upon by the City Council at a
meeting to be held in the Emma J. Harvat Hall at
7:00 PM. on the 18th day of April, 2006, or at
such later time and piace as may be scheduled.
I The Project will involve two divisions:
Division 1:
Traffic control and traffic signalization of the Iowa
I Highway 1 and US Highway 218 Southbound
Ramp Intersection, P.C. Concrete ramp widening ,.."
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and intersection reconstruction, subgrade =
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preparation, Hot Mix Asphalt median shoulder, ~O ::;l:
;po -n
I pavement markings, erosion control, seeding, and J>==i :;0
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miscellaneous related work. - \
Division 2: ~O w m
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I Traffic control of the Iowa Highway 1 and Kitty Lee -h1 ,.,. U
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Road Intersection, P.C. Concrete pavement 07' v:!
widening, subbase preparation, longitudinal ~ 0
subdrain, pavement markings, erosion control, w
I seeding and miscellaneous related work.
All work is to be done in strict compliance with
, the plans and specifications prepared by
I I Engineering Alliance, Inc. of Cedar Rapids, Iowa.
and MMS Consultants, Inc, of Iowa City, Iowa, for
Divisions I and II respectively, which have hereto-
I fore been approved by the City Council, and are
on file for public examination in the Office of the
City Clerk.
Each proposal shall be completed on a form
I furnished by the City and must be accompanied in
a sealed envelope, separate from the one
containing the proposal, by a bid bond executed
I by a corporation authorized to contract as a surety
in the State of Iowa, in the sum 'of 10% of the bid.
The bid security shall be made payable to the
TREASURER OF THE CITY OF IOWA CITY,
I IOWA, and shall be forfeited to the City of Iowa
City in the event the successful bidder fails to
enter into a contract within ten (10) calendar days
I of the City Council's award of the contract and
post bond satisfactory to the City ensuring the
faithful performance of the contract and mainte-
I nance of said Project, if required, pursuant to the
provisions of this notice and .the other contract
I AF-1
documents. Bid bonds of the lowest two or more I
bidders may be retained for a period of not to
exceed fifteen (15) calendar days following award I
of the contract, or until rejection is made. Other
bid bonds will be returned after the canvass and
tabulation of bids is completed and reported to the I
City Council.
The successful bidder will be required to furnish
a bond in an amount equal to one hundred I
percent (100%) of the contract price, said bond to
be issued by a responsible surety approved by the
City, and shall guarantee the prompt payment of
all materials and labor, and also protect and save I
harmless the City from all claims and damages of
any kind caused directly or indirectly by the
operation of the contract, and shall also guarantee I
the maintenance of the improvements for a period
of five (5) years from and after its completion and
formal acceptance by the City Council.
The following limitations shall apply to this I
Project:
Specified Start Date: June 5. 2006
Completion Date: September 15. 2006 I
Liquidated Damages: $400 per dav
The plans, specifications and proposed contract
documents may be examined at the office of the
0 4. City Clerk. Copies of said plans and specifications I
- ~ and form of proposal blanks may be secured at
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o~ ~;:;.- the Office of the City Engineer of Iowa City, Iowa,
n :-; ;:y.~ by bona fide bidders. I I
~, cc~ 0- A $30 non-refundable fee is required for each set
\.J.-... cr> ' _ G of plans and specifications provided to bidders or
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c<' other interested persons. The fee shall be in the
u- <~ 'D~ form of a cheek, made payable to Treasurer of the I
~
,<0 - City of Iowa City, Iowa.
<g,
<-' Prospective bidders are advised that the City of
Iowa City desires to employ minority contractors I
and subcontractors on City projects. A listing of
minority contractors can be obtained from the
Iowa Department of Economic Development at I
(515) 242-4721 and the Iowa Department of
Transportation Contracts Office at (515) 239-
1422.
Bidders shall list on the Form of Proposal the I
names of persons, firms, companies or other
parties with whom the bidder intends to subcon-
tract. This list shall include the type of work and I
approximate subcontract amount(s).
The Contractor awarded the contract shall
submit a list on the Form of Agreement of the
proposed subcontractors, together with quantities, I
unit prices and extended dollar amounts.
By virtue of statutory authority, preference must
be given to products and provisions grown and I
coal produced within the State of Iowa, and to
Iowa domestic labor, to the extent lawfully re-
quired under Iowa Statutes. The Iowa reciprocal I
resident. bidder preference law applies to this
AF-2 I
I Project.
The City reserves the right to reject any or al/
I proposals, and also reserves the right to waive
technicalities and irregularities.
Published upon order of the City Council of Iowa
I City, Iowa.
MARIAN K. KARR, CITY CLERK
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NOTE TO BIDDERS I
1. The successful bidder and all subcontractors are required to submit at least 4 days prior to I
award three references involving similar projects, including at least one municipal
reference. Award of the bid or use of specific subcontractors may be denied if sufficient I
favorable references are not verified or may be denied based on past experience on
projects with the City of Iowa City.
2. References shall be addressed to the City Engineer and include the name, address and I
phone number of the contact person, for City verification.
3. Bid submittals are: I
Envelope 1: Bid Bond
Envelope 2: Form of Proposal I
Checklist arid Certification of the Utilization of Targeted Small
Business (TSB) on Non-Federal Aid Projects
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I FORM OF PROPOSAL
IOWA HIGHWAY 1/US HIGHWAY 218 RAMP SIGNALIZATION &
I IOWA HIGHWAY 1/KITTY LEE ROAD RIGHT TURN LANE PROJECT
CITY OF IOWA CITY
I NOTICE TO BIDDERS:
PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND
I VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS PROPOSAL ARE
CONTAINED WITHIN THE BACK COVER OF THIS DOCUMENT.
Name of Bidder r->
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Address of Bidder ::0::
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I TO: City Clerk - .-
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City of Iowa City :<~.
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Civic Center -
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I 410 E. Washington St. 07' '?
Iowa City, IA 52240 ~ 0
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I The undersigned bidder submits herewith bid security in the amount of
$ , in accordance with the terms set forth in the "Project Specifications."
I The undersigned bidder, having examined and determined the scope of the Contract
Documents, hereby proposes to provide the required labor, services, materials and equipment
and to perform the Project as described in the Contract Documents, including Addenda
I ' and , and to do all work at the prices set forth herein.
We further propose to do all "Extra Work" which may be required to complete the work
I contemplated, at unit prices or lump sums to be agreed upon in writing prior to starting such work.
DIVISION I: IOWA HIGHWAY 1/US HIGHWAY 218 RAMP SIGNALIZATION
I Item Item Code Description Unit Estimated Unit Total
Quantitv Price Cost
1 2401-6750001 Removals as per Plan LS 1
I 2 2510-6745850 Pavement Removal SY 656
3 2102-2710070 Excavation Class 10, CY 2800
I Roadwav and Borrow
4 2105-8425005 TODsoil, Furnish and Spread CY 130
5 2105-8425015 Topsoil, Strip, Salvage, & CY 621
I Resoread
6 2102-0425071 Special Backfill CY 458
7 2115-0100000 Modified Subbase CY 350
I 8 2121-7425010 Granular Shoulder, Type A TON 250
9 2122-5190010 Paved Shoulder, PCC, 10 in. SY 163
10 2301-1033100 Pavement, Standard or Slip- SY 1454
I Form P.C. Concrete Class C,
10 in.
. FP-1
11 2122-5500080 Paved Shoulder, HMA, 8 in. SY 798 I
12 2502-8212014 Subdrain, Longitudinal, 4 in. LF 589 I
dia.
13 2502-8220196 Subdrain, CMP Outlet (RF- EACH 3
19E), 6 in. dia. I
14 2304-0100000 Detour Pavement SY 250
15 2599-9999010 Construction Erosion Control LS 1
16 2601-2638351 Slope Protection, Wood sa 297 I
Excelsior Mat (RC-14)
17 2602-0000020 Silt Fence LF 2100 I
18 2602-0000030 Silt Fence - Ditch Checks LF 200
19 2602-0000060 Removal of Silt Fence LF 2100
20 2602-0000070 Removal of Silt Fence - Ditch LF 200 I
Checks
21 2602-0000090 Clean-out of Silt Fence LF 2100 I
22 2602-0000100 Clean-out of Silt Fence - Ditch LF 200
Checks
23 2601-2636043 Seeding, Fertilizing, & ACRE 1.19 I
Mulchino
24 2601-2642100 Stabilizing Crop - Seed, ACRE 1.19
Fertilize & Mulchina I
25 2525-0000100 Traffic Signalization LS 1
26 2528-8445110 Traffic Control LS 1
27 2599-9999005 Remove and Relocate EACH 12 I
Existina Sians
28 2524-9275100 Wood Posts for Type A or B LF 124
Sions, 4 in. x 4 in. .
29 2524-9275222 Wood Posts for Type A or B LF 52
Sians, 4 in. x 6 in.
30 2524-9325001 Type A Signs, Sheet SF 26 I
Aluminum
31 2527-9263117 Painted Pavement Markings STA 33.13
(Durable) I
32 2527-9263130 Removable Tape Markings STA 8.47
33 2527-9263143 Painted Symbols and EACH 13
Leoends (Durable) I
34 2527-9263180 Pavement Markings Removed STA 3.83
~ 2~-498005 Mobilization LS 1 I
cJ' 0: --- TOTAL DIVISION I
(\ ~ .~~ COST:
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"0::- ~;;DI~N II: IOWA HIGHWAY 1/KITTY LEE ROAD RIGHT TURN LANE
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Item< 'jtem Code Description Unit Estimated Unit Total
Quantilv Price Cost
1 2102-0425070 Soecial Backfill TONS 30 I
2 2102-2710070 Excavation, Class 10, CY 300
Roadwav and Borrow
FP-2 I
I 3 2105-8425015 Topsoil, Strip, Salvage and CY 120
Spread
I 4 2115-0100000 Modified Subbase CY 200
5 2121-7425020 Granular Shoulder, Tvpe B TONS 60
6 2122-5500080 Paved Shoulder, HMA, 8 in. SY 74
I 7 2123-7450020 Shoulder Finishina, Earth STA 4.20
8 2212-5070310 Patch, Full Depth Repair SY 26
I 9 2212-5070330 Patch by Count (Repair) EACH 1
10 2301-1034090 STD/S-F PCC Pavement, SY 533
Class C, Class 3i, 9"
I 11 2502-8212014 Subdrain, Longitudinal, 4" LF 420
12 2502-8220196 Subdrain Outlet, RF-19E EACH 1
I 13 2510-6745850 Removal of Pavement SY 34
14 2524-9290006 Modification of Existing Sign EACH 1 ~
- """
I 15 2527-9263117 Painted Pavement Markings; STA 4.91 zO :;ll: -r\
~ I
Durable )::>3. r
,.....,. -
I 16 2528-8445110 Traffic Control LS 1 3.~ ~ ~
17 2533-4980005 Mobilization LS 1 ~ ~ ~
n~ ~
I 18 2601-2634100 Mulch ACRE 0.20 ~ ;
19 2601-2636043 Seed and Fertilize Rural ACRE 0.20
20 2602-0000020 Silt Fence LF 400
I 21 2602-0000060 Removal of Silt Fence LF 400
.
22 2602-0000090 Clean Out of Silt Fence LF 400
I TOTAL DIVISION II
COST:
I
TOTAL COST:
I (DIVISION I + II)
I The names of those persons, firms, companies or other parties with whom we intend to enter into
a subcontract, together with the type of subcontracted work and approximate dollar amount of the
subcontract, are as follows:
I
I
I
I NOTE: All subcontractors are subject to approval by City.
I FP-3
I
The undersigned bidder certifies that this proposal is made in good faith, and without
collusion or connection with any other person or persons bidding on the work. I
The undersigned bidder states that this proposal is made in conformity with the Contract
Documents and agrees that, in the event of any discrepancies or differences between any I
conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the
more specific shall prevail.
Firm: I
Signature: I
Printed Name: I
Title: I
Address: I
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FP-4 I
I BID BOND
I ' as Principal, and
as Surety declare that we are held and are firmly bound unto the City of Iowa City, Iowa,
I hereinafter called "OWNER," in the sum of
Dollars ($
) to pay said sum as herein
I provided. We as Principal and Surety further promise and declare that these obligations shall bind
our heirs, executors, administrators, and successors jointly and severally. This obligation is
I conditioned on the Principal submission of the accompanying bid, dated l:"5 for
the Iowa Highway 1/US Highway 218 Ramp Signalization and Iowa Highway 1~t~ Le~oad
I Right Turn Lane Project. . > -j ~ JJ
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I NOW, THEREFORE, ~ ~ !'; ~
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(a) If said Bid shall be rejected, or in the alternate, ~7' 'P.
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I (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract
in the form specified, and the Principal shall then furnish a 'bond for the Principal's
faithful performance of said Project, and for the payment of all persons performing
I labor or furnishing materials in connection therewith, and shall in all other respects
perform the Project, as agreed to by the City's acceptance of said Bid,
I then this obligation shall be void. Otherwise this obligation shall remain in full force and effect,
provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed
the amount of the obligation stated herein.
I By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the
Owner in the event that the Principal fails to execute the contract and provide the bond, as
I provided in the Project specifications or as required by law.
The Surety, for value received, hereby stipulates and agrees that the obligations of said
I Surety and its bond shall in no way be impaired or affected by any extension of the time within
which the Owner may accept such Bid or may execute such contract documents, and said Surety
does hereby waive notice of any such time extension.
I The Principal and the Surety hereto execute this bid bond this day of
, A.D., 20_.
I
(Seal)
I Witness Principal
By (Title)
I (Seal)
Surety
By
I Witness (Attorney-in-fact)
Attach Power-of-Attorney
I BB-1
I
FORM OF AGREEMENT I
THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa .1
("City"), and ("Contractor").
Whereas the City has prepared certain plans, specifications, proposal and bid documents I
dated the 13th day of March, 2006, for the Iowa Highway1/US Highway 218 Ramp Signalization I
and Iowa Highway 1/Kitty Lee Road Right Turn Lane Project ("Project"), and
Whereas, said plans, specifications, proposal and bid documents accurately and fully I
describe the terms and conditions upon which the Contractor is willing to perform the Project. I
NOW, THEREFORE, IT IS AGREED:
1. The City hereby accepts the attached proposal and bid documents of the I
Contractor for the Project, and for the sums listed therein.
2. This Agreement consists of the following component parts which are incorporated I
I
herein by reference: I I
a. Addenda Numbers
~ ~ b. "Standard Specifications for Highway and Bridge Construction:' Series of I
a- ~O
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C.:: 'C1 - 2001, Iowa Department of Transportation, as amended; I
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'. Ot::
u- C'"> 0 c. Plans'
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\J- ~~ 0 '6d. Specifications and Supplementary Conditions;
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'R. e. Advertisement for Bids; I
f. Note to Bidders;
g. Performance and Payment Bond; I
h. Checklist and Certification of the Utilization of TSB on Non-Federal Aid I
Projects;
i. Restriction on Non-Resident Bidding on Non-Federal-Aid Projects; I
j. Contract Compliance Program (Anti-Discrimination Requirements);
k. Proposal and Bid Documents; and I
I. This Instrument. I
AG-1 I
I The above components are deemed complementary and should be read together. In the
I event of a discrepancy or inconsistency, the more specific provision shall prevail.
3. The names of subcontractors approved by City, together with quantities, unit
I prices, and extended dollar amounts, are as follows (or shown on an attachment):
1
'I
I
I
I 4. Payments are to be made to the Contractor in accordance with the Supplementary
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Conditions. a"
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DATED this day of ~ 0
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I City Contractor
1 BY By
I (Title)
Mayor
I ATTEST: ATTEST:
(Title)
I City Clerk (Company Official)
Approved By:
I
I City Attorney's Office
I
I AG-2
PERFORMANCE AND PAYMENT BOND I
, as I
(insert the name and address or legal title of the Contractor) I
Principal, hereinafter called the Contractor and
(insert the legal title of the Surety)
, as Surety, hereinafter called I
the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter
called the Owner, in the amount of Dollars I
($ ) for the payment for which Contractor and Surety
hereby bind themselves, their heirs, executors, administrators, successors and assigns, jointly and I
severally.
WHEREAS, Contractor has, as of , entered into a I
(date)
written Agreement with Owner for Iowa Highway 1/US Highway 218 Ramp Signalization and Iowa
Highway 1/Kitty Lee Road Right Turn Lane Project; and II
WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to Il
be completed by Contractor, in accordance with plans and specifications prepared by
MMS Consultants, Inc., which Agreement is by reference made a part hereof, and the agreed-
upon work is hereafter referred to as the Project. I
NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if
Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond I
shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion
of the Project. I
A. The Surety hereby waives notice of any alteration or extension of time made by the
Owner. I
B. Whenever Contractor shall be, and is declared by Owner to be, in default under the
Agreement, the Owner having performed Owner's obligations thereunder, the Surety may I
promptly remedy the default, or shall promptly:
~ ~ Complete the Project in accordance with the terms and conditions of the I
.' -./ D
0.... ~;o-- Agreement, or
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o '<.:0:. f,S:: Obtain a bid or bids for submission to Owner for completing the Project in I
~ c::;. ?:: ~ accordance with the terms and conditions of the Agreement; and upon determina-
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\).- -~ 0 tstion by Owner and Surety of the lowest responsible bidder, arrange for a contract I
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~ between such bidder and Owner, and make available, as work progresses (even
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though there may be a default or a succession of defaults under the Agreement or
subsequent contracts of completion arranged under this paragraph), sufficient I
PB-1 I
..
I funds to pay the cost of completion, less the balance of the Contract Price, but not
I exceeding the amount set forth in the first paragraph hereof. The term "balance of
the Contract Price," as used in this paragraph, shall mean the total amount
I payable by Owner to Contractor under the Agreement, together with any addenda
andlor amendments thereto, less the amount properly paid by Owner to
I Contractor.
C. The Contractor and Contractor's Surety shall be obligated to keep the improvements
I covered by this bond in good repair for a period of five (5) years from the date of formal
acceptance of the improvements by the Owner.
D. No right of action shall accrue to or for the use of any person, corporation or third party
I other than the Owner named herein or the heirs, executors, administrators or successors
of Owner.
I IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in
accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or
I corporations having contracts directly with the Principal, including any of Principal's subcontrac-
tors, all claims due them for labor performed or materials furnished in the performanc~f the
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I Agreement for whose benefit this bond is given. The provisions of Chapter 573, C~ of lo~, are
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a part of this bond to the same extent as if it were expressly set out herein. )> ~ ~ JJ
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SIGNED AND SEALED THIS DAY OF - ~ ~ 0
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IN THE PRESENCE OF:
I (Principal)
I Witness (Title)
I (Surety)
I Witness (Title)
I (Street)
I (City, State, Zip)
I (Phone)
. PB-2
I
CHECKLIST AND CERTIFICATION
OF THE UTILIZATION OF I
TARGETED SMALL BUSINESS (fSB)
ON NON-FEDERAL AID PROJECTS (THIRD-PARTY STATE-ASSISTED PROJECTS)
,
CITY: PROJECTNUMBER: I
COUNTY: AGREEMENT NUMBER:
1. Were qualified TSB names obtained from the Iowa Department of I
Inspections and Appeals? YES NO
Ifno, explain I
2. Were qualified TSBs notified. of proje<:t? YES NO
0 <{ If yes, by letter . telephone -' persoual contact . other I
-
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w <..::C 11];>-" Were bids solicited from qualified TSBs? YES NO
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:~ 4..) 3: Was a goal or percentage (%) established
....0 o for TSB participation? YES NO
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If yes, what was the goal or percentage (%)
If no, explain why not,
5. Did the prime contractor use positive efforts to I
utilize TSBs on subcontracts? YES NO
[[ no, what action was taken by City/County I
Is documentation in files? YES NO
6. What was the dollar amount reimbursed to the City/County I
from the Iowa Department of Transportation? $
What was the final project cost? $
What was the dollar amount performed by TSBs? $ I
Name and address of the TSB
(Use additional sheet if necesswy)
Was the goal or percentage.(%) achieved? YES NO I
If no, explain
I certifY that the CITY/COUNTY (circle one) used positive efforts to utilize TSBs as participants in this proje<:t. I
PROJECTENGINEE~AGER DATE I
I
CHECKLIST AND CERTIFICATION OF THE UTILIZATION OF TARGETED TSB-1
SMAll BUSINESS (TSB) ON NON-FEDERAL AID PROJECTS I
I ,
I
I STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR
CONSTRUCTION ACTIVITIES
I
CITY: COUNTY:
I PROJECT NAME:
I PROJECT NUMBER:
CERTIFICATION STATEMENT
I
"I certify under penalty of law that I understand the terms and conditions of the general National
I Pollutant Discharge Elimination System (NPDES) permit that authorizes the storm water
discharges associated with industrial activity from the construction site as part of this certification.
Further, by my signature, I understand that I am becoming a co-permittee, along with the
I owners(s) and other contractors and subcontractors signing such certifications, to the Iowa
Department of Natural Resources NPDES General Permit No. 2 for "Storm Water Discharge
Associated with Industrial Activity for Construction Activities" at the identified site. As a co-
I permittee, I understand that I, and my company, are legally required under the Clean Water Act
and the Code of Iowa, to ensure compliance with the terms and conditions of the storm water
pollution prevention plan developed under this NPDES permit and the terms of the NPDES
I permit."
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TITLE: ?0 m
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COMPANY NAME: ~;A u::>
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I ADDRESS: c..:>
I
I TELEPHONE NUMBER:
SIGNED BY: DATE:
I (President, Vice-president, General partner of proprietor)
I
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I SW-1
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I
Contract I
Compliance Program I
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CITY OF IOWA CITY
I
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I
I SECTION 1- GENERAL POLICY STATEMENT
I It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This
policy prohibits discrimination by the City's contractors, consultants and vendors and requires them to ensure
that applicants seeking employment with them and their employees are treated equally without regard to
I race, color, creed, religion, national origin, sex, gender identity, sexual orientation, disability, marital status,
and age.
I It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing
and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and
opportunity to gain and maintain employment.
I PROVISIONS:
1. All contractors, vendors, and consultants requesting to do business with the City must submit an
I Equal Opportunity Policy Statement before the execution of the contract.
2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by
I another governmental agency) must abide by the requirements of the City's Contract Compliance
Program. Emergency contracts may be exempt from this provision at the discretion of the City.
Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the
I City's Human Rights Ordinance, which is codified at Article 2 of the City Code.
3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants I
I
are made aware of the City's Contract Compliance Program reporting responsibilities and receive the
I appropriate reporting forms. A notification of requirements will be included in any request for proposal
and notice of bids.
. 4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on
pages CC-2 and CC-3) or other required material must be received and approved by the City.
I 5. Contracting departments are responsible for answering questions about contractor, consultant
and vendor compliance during the course of the contract with the City.
I 6. All contractors, vendors, and consultants must refrain from the use of any signs or designations
which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and
instead use gender neutral signs.
I 7. All contractors, vendors, and consultants must assure that their subcontractors abide by the
City's Human Rights Ordinance. The City's protected classes are listed at Iowa City City Code
I section 2-3-1. '"
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SECTION 11- ASSURANCE OF COMPLIANCE I
The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program
which will be reviewed for acceptability. PLEASE RETURN PAGES CC2 AND CC3 OF THIS SECTION TO I
THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT.
With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows: I
(For the purposes of these minimum requirements, "contractor" shall include consultants and vendors.)
a. The contractor will not discriminate against any employee or applicant for employment and will take I
affirmative efforts to ensure applicants and employees are treated during employment without regard
to their race, color, creed, religion, national origin, sex, sexual orientation, gender identity, disability,
marital status, and age. Such efforts shall include, but not be limited to the following: employment,
promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of I
payor other forms of compensation; and selection for training, including apprenticeship.
b. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the I
contractor, state that it is an equal opportunity employer.
Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, and the I
regulations (see generally 29 U.S.C. !l 1608 et sea.) and relevant orders of the U.S. Secretary of
Labor. The Secretary of Labor, and not the City, enforces said regulations and orders.
3. Provide a copy of your written Equal Employment Opportunity policy statement. I
Where is this statement posted?
I
4. What is the name, telephone number and address of your business' Equal Employment Opportunity I
Officer? I
(Please print)
Phone number Address I
5.0 TheWndersigned agrees to display, in conspicuous places at the work site, all posters required by I
-: #' and state law for the duration of the contract. NOTE: The City can provide assistance in
Ci' . ng the necessary posters. I
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CC-2 I
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6. How does your business currently inform applicants, employees, and recruitment sources (including
I unions) that you are an Equal Employment Opportunity employer?
I
I
I The above responses to questions 1 through 6, are true and correctly reflect our Equal. Employment
Opportunity policies.
I
I Business Name Phone Number
I Signature Title
I Print Name Date
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I
SECTION III . SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES I
1. COMPANY POLICY
Determine your company's policy regarding equal employment opportunities. Document the policy and post I
it in a conspicuous place so that it is known to all your employees. Furthermore, disseminate the policy to all
potential sources of employees and to your subcontractors asking their cooperation. The policy statement I
should recognize and accept your responsibility to provide equal employment opportunity in all your
employment practices. In regard to dissemination of this policy, this can be done, for example, through the
use of letters to all recruitment sources and subcontractors, personal contacts, employee meetings, web I
page postings, employee handbooks, and advertising.
2. EQUAL EMPLOYMENT OPPORTUNITY OFFICER
Designate an equal employment opportunity officer or, at minimum, assign someone the responsibility of I
administering and promoting your company's Equal Employment Opportunity program. This person should
have a position in your organization which emphasizes the importance of the program. I
3. I~TRUC~TAFF . .
~~ I
r' Yo,L1! st , -' uld be aware of and be required to abide by your Equal Employment Opportunity program. All
'--', erRJ;lloye ~thorized to hire, supervise, promote, or discharge employees or are involved in such actions
LL\ shQ!:IJd be::t~ed and required to comply with your policy and the current equal employment opportunity I
::;::::lawS-:- T 4-
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4. - RE~IT~~
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(a) ~
Let potential employees know you are an equal opportunity employer. This can be done by
identifying yourself on all recruitment advertising as "an equal opportunity employer".
(b) Use recruitment sources that are likely to yield diverse applicant pools. Word-of-mouth recruitment I
will only perpetuate the current composition of your workforce. Send recruitment sources a letter
annually which reaffirms your commitment to equal employment opportunity and requests their
assistance in helping you reach diverse applicant pools. I
(c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory
barriers.
(d) Select and train persons involved in the employment process to use objective standards and to
support equal employment opportunity goals. I
(e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review
education and experience requirements to make sure they accurately reflect the requirements for
successful job performance. I
(f) Review the job application to insure that only job related questions are asked. Ask yourself "Is this
information necessary to judge an applicant's ability to perform the job applied for?" Only use
job-related tests which do not adversely affect any particular group of people. I
(g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job
related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal
interviews can be a major source of discrimination. I
(h) Improve hiring and selection procedures and use non-biased promotion, transfer and training
policies to increase and/or improve the diversity of your workforce representation. Companies
must make sure procedures for selecting candidates for promotion, transfer and training are
based upon a fair assessment of an employee's ability and work record. Furthermore, all I
companies should post and otherwise publicize all job promotional opportunities and encourage
all qualified employees to bid on them. I
I
CC-4 I
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I
I Attached for your information is a copy of Section 2 - 3 - 1 of the Iowa
City Code of Ordinances which prohibits certain discriminatory
I practices in employment. Please note that the protected
characteristics include some not mandated for protection by Federal
I or State law. As a contractor, consultant or vendor doing business
I with the City of Iowa City you are required to abide by the provisions
of the local ordinance in conjunction with your performance under a
I contract with the City.
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2-3-1 2-3-1 I
CHAPTER 3 I
DISCRIMINATORY PRACTICES I
SECTION: C. It shall be unlawful for any employer, I
employment agency, labor organiza-
2-3-1: Employment; Exceptions tion or the employees or members
2-3-2: Public Accommodation; thereof. to directly or indirectly adver- I
Exceptions tise or in any other manner Indicate or
2-3-3: Credit Transactions; Exceptions publicize that Individuals are unwel-
2-3-4: Education come, objectionable or not solicited
2-3-5: Aiding Or Abetting; Retaliation; for employment Of membership be- I
Intimidation cause of age, color, creed, disability,
gender Identity, marital status, nation-
al odgin, race, religion, sex or sexual I
orientation. (Ord. 95-3697, 11-7-1995)
2-3-1: EMPLOYMENT; EXCEPTIONS:
D. Employment policies relating to preg-
A. II shall be unlawful for any employer nancy and ~hlldblrth shall be governed I
to refuse to hire, accept, register, by the following:
classify, upgrade or refer for employ-
ment, or to otherwise discriminate in 1. A written or unwritten employment I
employment against any other person policy or practice which excludes from
or to discharge any employee be- employment applicants or employees
cause of age, color, creed, disability, because of the employee's pregnancy I
gender Identity, marital status, nation- Is a prima facie violation of this Title.
al origin, race, religion, sex or sexual
orientation. 2. Disabilities caused or contributed to
by the employee's pregnancy, mlscar- I
B. It shall be unlawful for any labor orga- riage, childbirth and recovery there-
nlzation to refuse to admit to member- from are, for all job-related purposes,
ship, apprenticeship or training an temporary disabilities and shall be
applicant, to expel any member, or to treated as such under any health or I
otherwise discriminate against any temporary disability Insurance or sick
applicant for membership, apprentice- leave plan available In connection with
ship or training or any member In the employment or any written or unwrit- I
privileges, rights or benefits of such ten employment policies and practices
membership, apprenticeship or train. Involving terms and conditions of
Ing because of age, color. creed, employment as applied to other tem.
disability, gender identity, marital porary disabilities. I
status, national origin, race, religion,
sex or sexual orientation of such ap- E. II shall be unlawful for any person to
C> ,a!!cant or member. solicit or require as a condition of
- I
6\ Y-3 employment of any employee or pro.
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I 2-3-1 2-3-1
I spectlve employee a test for the pres- 2. An employer or employment agency
ence of the antibody to the human which chooses to offer employment or
immunodeficiency virus. An agree- advertise for employment to only the
I ment between an employer, employ- disabled or elderly. Any such employ-
ment agency, labor organization or ment or offer of employment shall not
their employees, agents or members discriminate among the disabled or
and an employee or prospective em- elderly on the basis of age, color,
I ployee concerning employment, pay creed, disability, gender identity, mari-
or benefits to an employee or pro- tal status, national origin, race, reli-
speclive employee in return for taking gion, sex or sexual orientation. (Ord.
I a test for the presence of the antibody 95-3697,11-7-1995)
to the human immunodeficiency virus,
Is prohibited. The prohibitions of this 3. The employment of individuals for
subsection do not apply jf the State work within the home of the employer
I epidemiologist determines and the if the employer or members of the
Director of Public Health declares family reside therein during such em-
through the utilization of guidelines ployment.
I established by the Center for Disease
Control of the United States Depart- 4. The employment of individuals to
ment of Health and Human Services, render personal service to the person
.that a person with a condition related of the employer or members of the
I to acquired immune deficiency syn- employer's family.
drome poses a significant risk of
transmission of. the human immunode- 5. To employ on the basis of sex in
I ficlency . virus to other persons in a those certain instances where sex is a
specific occupation. bona fide occupational qualification
reasonably necessary to the normal
F. The following are exempted from the operation of a particular business or
I provisions of this Section: enterprise. The bona fide occupational
qualification shall be interpreted nar-
1. Any bona fide religious institution or rawly.
its educational facility, association,
I corporation' or society with respect to 6. A State or Federal program de-
any qualifications for employment signed to benefit a specific age classi-
based .on religion when such qualifiea- fication which serves a bona fide pub.
I tions are related to a bona fide reli- lie purpose.
gious purpose. A ~ellglous qualifica-
tion for instructional personnel or an 7. To employ on the basis of disability
I administrative officer, serving in a in those certain instances where pres-
supervisory capacity of a bona fide ence of disability is a bona fide oecu-
religious educational facility or rell- pational qualification reasonably nee.
gious Institution shall be presumed to essary to the normal operation of' a
, I be a bona fide occupational qualifiea- particular business or enterprise. The
I tion. (Ord. 94-3647,11-6-1994) bona fide occupational qualification
shall be interpretei:5 narro~. (Ord.
. 94-3647, 11-6-t994~ cro
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GENERAL CONDITIONS I
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Division 11, General Requirements and Covenants of the Iowa Department of Transportation
"Standard Specifications for Highway and Bridge Construction," Series of 2001, as amended, I
shall apply except as amended in the Supplementary Conditions. I
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I SUPPLEMENTARY CONDITIONS
I ARTICLES WITHIN THIS SECTION
I S-1 Definitions ,...,
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S-2 Limitations of Operations o C7'
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I S-3 Insurance ;::-:::::, ~ \\
S-4 Supervision and Superintendence 0-< - r==
S-5 Concerning Subcontractors, Suppliers and Others ~p W ill
I S-6 Compliance with OSHA Regulations :<ilJ ~ 0
S-7 Employment Practices -':JJ .....
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S-8 Contract Compliance Program (Anti-Discrimination Requirements) . . c:>
I S-9 Measurement and Payment J;> '"
S-10 Taxes
S-11 Construction Stakes
I S-12 . Restriction on Non-Resident Bidding on Non-Federal-Aid Projects .
Caption and Introductorv Statements
I These Supplementary Conditions amend or supplement Division 11 of the Iowa Department of
Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2001, as
I amended and other provisions of the Contract Documents. All provisions which are not so
amended or supplemented remain in full force and effect.
. S-1 DEFINITIONS.
I ADD to or CHANGE the following definitions within 1101.03 of the IDOT STANDARD I
I
SPECIFICATIONS. ,
I "ENGINEER" shall mean the Director of Public Works for the City of Iowa City, Iowa or his I
authorized representative.
I "OWNER" and "CITY" shall mean the City of Iowa City, Iowa acting through the City Council
and duly authorized agents.
I "CONTRACTING AUTHORITY," "DEPARTMENT OF TRANSPORTATION," or "COUNTY"
shall mean the CITY.
I "IDOT STANDARD SPECIFICATIONS" shall mean the Iowa Department of Transportation
"Standard Specifications for Highway and Bridge Construction," Series of 2001, as
I amended.
5-2 LIMITATIONS OF OPERATIONS.
I Add the following paragraph to 1108.03 of the IDOT STANDARD SPECIFICATIONS:
I Except for such work as may be required to properly maintain lights and barricades, no work
will be permitted on Sundays or legal holidays without specific permission of the ENGINEER.
I SC-1
S-3 INSURANCE. I
A. CERTIFICATE OF INSURANCE; CANCELLATION OR MODIFICATION I
1. Before commencing work, the Contractor shall submit to the City for approval a
Certificate of Insurance, meeting the requirements specified herein, to be in effect for I
the full contract period. The name, address and phone number of the insurance
company and agent must accompany the certificate. The liability limits required
hereunder must apply to this Project only. I
2. The Contractor shall notify the City in writing at least thirty (30) calendar days prior to
any change or cancellation of said policy or policies. I
3. Cancellation or modification of said policy or policies shall be considered just cause for
the City of Iowa City to immediately cancel the contract and/or to halt work on the I
contract, and to withhold payment for any work performed on the contract.
B. MINIMUM COVERAGE I
Any policy or policies of insurance purchased by the Contractor to satisfy hislher
responsibilities under this contract shall include contractual liability coverage, and shall be in I
the following type and minimum amounts:
Tvpe of Coveraoe
Comprehensive General Liability Each Occurrence Aooreoate I
Bodily Injury & Properly Damage* $1,000,000 $2,000,000
Automobile Liability Combined Sinole Limit I
Bodily Injury & Properly Damage $1,000,000
Excess Liability $1,000,000 $1,000,000
Worker's Compensation Insurance as required by Chapter 85, Code of Iowa. I
*Properly Damage liability insurance must provide explosion, collapse and underground
coverage when determined by City to be applicable. I
The City requires that the Contractor's Insurance carrier be A rated or better by A.M. Best.
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I In addition, the Contractor shall be required to comply with the following provisions with
I respect to insurance coverage:
1. The entire amount of Contractor's liability insurance policy coverage limits, identified in
the policy and on the Certificate of Insurance, must, under the policy, be available to
I pay damages for which the insured Contractor becomes liable, or for which the insured
assumes liability under the indemnity agreement herein contained, and such coverage
amount shall not be subject to reduction by virtue of investigation or defense costs
I incurred by Contractor's insurer.
2. The entire amount of the Contractor's liability insurance policy coverage limits shall be
I payable by the Contractor's insurer, with no deductible to be paid by, or self-insured
retention to be attributed to, the Contractor unless this requirement is waived by the
City. Contractor's Certificate of Insurance must set forth the nature and amount of any
I such deductible or self-insured retention.
3. If Contractor's liability insurance coverage is subject to any special exclusions or
I limitations not common to the type of coverage being provided, such exclusions or
limitations shall be noted on the Certificate of Insurance.
I 4. The City prefers that Contractor provide it with "occurrence form" liability insurance
coverage. If Contractor can only provide "claims-made" insurance coverage, then the
Contractor must comply with the following requirements:
! I a. If the Contractor changes insurance carriers, or if Contractor's insurance
coverage is canceled, during the contract period or within two years after City's
acceptance of the work, Contractor agrees to immediately notify the City of such
I event.
b. If Contractor's insurance is canceled or is allowed to lapse during said period,
I Contractor shall be required to obtain replacement insurance coverage to fulfill its
obligation hereunder.
I c. If, during said period, Contractor voluntarily changes insurance carriers or is
required to obtain replacement coverage from another carrier, Contractor shall
either (1) purchase "tail" coverage from its first carrier effective for a minimum of
I two years after City Council acceptance of the work, or (2) purchase "prior acts"
insurance coverage from its new carrier, covering prior acts during the period of
this Contract from and after its inception.
I d. "Tail" or "prior acts" coverage so prOVided shall have the same coverage, with the
same limits, as the insurance speCified in this Contract, and shall not be subject to
I any further limitations or exclusions, or have a higher deductible or self-insured
retention than the insurance which it replaces.
5. The City reserves the right to waive any of the insurance requirements herein provided.
I The City also reserves the right to reject Contractor's insurance if i in co~liance
with the requirements herein provided, and on that basis to either aw ;e ccm!ract to
I the next low bidder, or declare a default and pursue any and all rem . avaifSble..tp,
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6. In the event that any of the policies of insurance or insurance coverage identified on I
Contractor's Certificate of Insurance are canceled or modified, or in the event that
Contractor incurs liability losses, either due to activities under this Contract, or due to I
other activities not under this Contract but covered by the same insurance, and such
losses reduce the aggregate limits of Contractor's liability insurance below the limits
required hereunder, then in that event the City may in its discretion either suspend I
Contractor's operations or activities under this Contract, or terminate this Contract, and
withhold payment for work performed on the Contract.
7. In the event that any of the policies or insurance coverage identified on Contractor's I
Certificate of Insurance are canceled or modified, the City may in its discretion either
suspend Contractor's operations or activities under this Contract, or terminate this I
Contract, and withhold payment for work performed on the Contract.
C. HOLD HARMLESS I
1. The Contractor shall indemnify, defend and hold harmless the City of Iowa City and its
officers, employees, and agents from any and all liability, loss, cost, damage, and I
expense (including reasonable attorney's fees and court costs) resulting from, arising
out of, or incurred by reason of any claims, actions, or suits based upon or alleging
bodily injury, including death, or property damage rising out of or resulting from the I
Contractor's operations under this Contract, whether such operations be by himself or
herself or by any Subcontractor or by anyone directly or indirectly employed by either of
them.
2. Contractor is not, and shall not be deemed to be, an agent or employee of the City of I
Iowa City, Iowa.
5-4 SUPERVISION AND SUPERINTENDENCE. I
I
I Add the following paragraph to 1105.05 of the lOOT STANDARD SPECIFICATIONS: I
CONTRACTOR shall maintain a qualified and responsible person available 24 hours per
day, seven days per week to respond to emergencies which may occur after hours. I
CONTRACTOR shall provide to ENGINEER the phone number and/or paging service of this
individual.
5-5 CONCERNING SUBCONTRACTORS, SUPPLIERS AND OTHERS, I
Add the following paragraph to 1108.01 of the lOOT STANDARD SPECIFICATIONS: I
Bidders shall list those persons, firms, companies or other parties to whom it
proposes/intends to enter into a subcontract regarding this project as required for approval I
by the City and as noted on the Form of Proposal and the Agreement.
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r ~,.. d~n'fentation of all efforts to recruit MBE's.
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I 5-6 COMPLIANCE WITH OSHA REGULATIONS.
I Add the following paragraphs to 1107.01 of the IDOT STANDARD SPECIFICATIONS:
The Contractor and all subcontractors shall comply with the requirements of 29 CFR 1910
I (General Industry Standard) and 29 CFR 1926 (Construction Industry Standard). The
Contractor and aU-subcontractors are solely responsible for compliance with said regulations.
I The Contractor will provide Material Safety Data Sheets (MSDS) for all hazardous chemicals
or materials that will be at the job site. The Material Safety Data Sheets will be submitted to
the Project Engineering prior to the start of construction and supplemented as necessary
I throughout the project. This data is being provided for informational purposes only and does
not relieve the contractor of any obligations for compliance with applicable OSHA and State
laws regarding hazardous chemicals and right-to-know.
I 5-7 EMPLOYMENT PRACTICES.
Neither the Contractor nor his/her subcontractors, shall employ any person whose physical or
I mental condition is such that his/her employment will endanger the health and safety of them-
selves or others employed on the project.
I Contractor shall not commit any of the following employment practices and agrees to include the
following clauses in any subcontracts:
I To discriminate against any individual in terms, conditions, or privileges of employment
because of sex, race, color, religion, national origin, sexual orientation, gender identity,
marital status, age or disability unless such disability is related to job performance of such
I person or employee.
To discharge from employment or refuse to hire any individual because of sex, race, color,
religion, national origin, sexual orientation, gender identity, marital status, age, or disability
I unless such disability is related to job performance of such person or employee.
5-8 CONTRACT COMPLIANCE PROGRAM (ANTI-DISCRIMINATION REQUIREMENTS).
I For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's
Contract Compliance Program, which is included with these Specifications beginning on page CC-1.
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5-9 MEASUREMENT AND PAYMENT. <5 ~
I Section 01025, Measurement and Payment, contained in Division 1 of these spec~gns ~fin~
all pay items and methods of measurement. The provisions of this section C'9tfsup~ed~'\I
applicable sections in the IDOT STANDARD SPECIFICATIONS. ~Q In
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I 5-10 TAXES. a~ o,J:)
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Contractor shall pay all sales, consumer, use and other similar taxes required t~e pai6"in
I accordance with local law as outlined in 1109.07 of the lOOT Standard Specifications. The City of
Iowa City does not issue tax exemption certificates to preclude the payment of sales tax. Prior to
project acceptance by the City Council, the Contractor shall submit to the Engineer a statement of
I taxes paid, including all information required by the State of Iowa for reimbursement of taxes. The
City will reimburse Contractor for taxes approved and reimbursed by the State of Iowa.
Reimbursement to the Contractor will occur within 30 days of the City receiving reimbursement
I from the State. Tax statements submitted after the project has been accepted by the City Council
will not be accepted or reimbursed.
I SC-5
S-11 CONSTRUCTION STAKES. I
Replace the last paragraph of 1105.06 of the lOOT Standard Specifications with the following: I
The Contractor shall be responsible for the preservation of stakes and marks. Any
necessary re-staking will be at the Contractor's expense and will be charged at a rate of I
$125 per hour.
5-12 RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL-AID PROJECTS. I
The Contractor awarded the project together with all Subcontractors shall be required to complete
the form included with these specifications (and entitled the same as this section) and submit it to I
the Engineer before work can begin on the project.
Note that these reauirements involve onlv hiahwav oroiects not funded with Federal I
monies.
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I RESTRICTION ON NON-RESIDENT BIDDING ON NON-FEDERAL-AID PROJECTS
I PROJECT NAME:
I TYPE OF WORK:
DATE OF LETTING:
I
A resident bidder shall be allowed a preference as against a non-resident bidder from a state or
I foreign country which gives or requires a preference to bidders from that state or foreign country.
That preference is equal to the preference given or required by the state or foreign country in
which the non-resident bidder is a resident. "Resident bidder" is defined as a person authorized to
I transact business in this state and having a place of business within the state, and has conducted
business for at least six months prior to the first advertisement for the public improvement. In the
case of a corporation, the above requirements apply as well as the requirement that the
I corporation have at least fifty percent of its common stock owned by residents of this state.
This qualification as resident bidder shall be maintained by the bidder and his/her contractors and
I subcontractors at the work site until the project is completed.
I hereby certify that the undersigned is a resident bidder as defined above and will remain such
I from the start of the project until its completion.
COMPANY NAME:
I CORPORATE OFFICER:
TITLE:
I DATE: ,:J
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SECTION 01010
SUMMARY OF WORK I
PART1 GENERAL I
General description, not all inclusive:
A. Division I: I
1. Install traffic signal at the intersection of Iowa Highway 1 I US Highway 218
Southbound Exit Ramp. I
2. Remove existing Iowa Highway 1 I US Highway 218 South Bound Exit Ramp
cross-over Portland Cement Concrete Pavement. I
0 <( 3. Install special backfill and construct lO-inch Portland Cement Concrete
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6; ~% Pavement on the Iowa Highway 1 I US Highway 218 South Bound Exit Ramp I
r . - cc- cross-over.
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- - ::>-0 Pavement shoulder adjacent to the Iowa Highway 1 I US Highway 218 South
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'-'" 05. Install special backfill and construct 8-inch Hot Mix Asphalt shoulder along Iowa I
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6. Remove abandoned sanitary sewer force main manhole located at the nw I
corner of the intersection of Iowa Highway 1 I US Highway 218 South Bound
Exit Ramp. Plug abandoned force main either side of manhole.
7. Perform grading operations for the US Highway 218 South Bound Exit Ramp I
widening.
8. Furnish and install 4-inch longitudinal subdrain and outlets for the US Highway I
218 South Bound Exit Ramp widening.
9. Install modified subbase and construct 10-inch Portland Cement Concrete I
widening on US Highway 218 South Bound Exit Ramp.
10. Remove existing Portland Cement Concrete on the US Highway 218 South I
bound Entrance Ramp.
11. Install modified subbase and construct lO-inch Portland Cement Concrete I
widening on US Highway 218 South bound Entrance Ramp.
12. Install special backfill and construct 8-inch Hot Mix Asphalt shoulder along US I
Highway 218 South bound Entrance Ramp.
13. Install final erosion control measures (ie. silt fence, wood excelsior mat, and I
seeding).
01010 - 1 I
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I B. Division 11:
1. Construct 9-inch thick Portland Cement Concrete roadway sections on
I Highway 1 and Kitty Lee Road
2. Remove Portland Cement Concrete roadways and other miscellaneous items.
I 3. Construct Granular and Asphalt Cement Concrete shoulders.
I 4. Furnish and install longitudinal subdrains along Highway 1.
5. Remove existing and temporary and install temporary and permanent paving
I markings on Highway 1.
6. Provide traffic control during all phases of project.
I 7. Remove existing vegetation and furnish and install seed, fertilizer and mulch
throughout project.
I 8. Other work associated with turn lane construction.
END OF SECTION 01010
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SECTION 01025
MEASUREMENT AND PAYMENT I
PART 1 GENERAL I
1.01 SUMMARY:
A. Procedures and submittal requirements for schedule of values, applications for I
payment, and unit prices.
1.02 STANDARD OF MEASUREMENTS: I
A. Work completed under the contract shall be measured by the Engineer. Payment
will be based on the actual quantity of work performed according to the various I
classes of work specified unless noted in Part 3 of this Section. The Contractor will
be given an opportunity to be present during measurement.
1.03 SCOPE OF PA YMENT: I
A. The Contractor shall accept the compensation as herein provided as full payment I
(:) for furnishing materials, labor, tools and equipment and for performing work under
- <( the contract; also, for costs arising from the action of the elements, or from any
6; ':L. ~ unforeseen difficulties which may be encountered during the execution of the work I
C~ ~ 8] - and up to the time of acceptance.
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; ::: e,.) 0 Construction items may be bid as a lump sum or as itemized work, which will be
-' I
- n.:: (- paid on a unit cost basis. In either case, some work may be required for which a
U_ ~~ '0 ~ separate pay item is not provided. Completion of this work is required. If a separate
~ opay item is not provided for this work, it is to be considered incidental to the project
~ - and no separate payment will be made. I
PART 2 - PRODUCTS
2.01 NONE I
PART 3 - EXECUTION I
3.01 PROCEDURE:
A. Payment under this contract shall occur no more than once per month for work I
completed by the Contractor. Payment is based on an estimate of the total amount
and value of work completed minus 5% retain age. It is not the City's policy to pay
for materials and equipment stored or furnishings fabricated off site. I
The 5% retainage will be released 31 days after the project is accepted by the City
Council, provided no claims against the project have been filed within 30 days of I
project acceptance. Chapter 573 of the Code of Iowa will govern the release of
retainage and resolution of claims.
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A. DIVISION I-IOWA HIGHWAY 1/US HIGHWAY 218 RAMP SIGNALI~1i0N ~ b
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I Demolition Z'" .,
1 Removal as per Plan (LS) - The unit price shall be full com~sation~r
furnishing all equipment, materials, labor and other miscellaneous related work
I required to properly remove and dispose of manholes, light poles including
footings and bases, signs, and other miscellaneous items. Partial payments will
be based upon the estimate of removals completed.
I 2 Pavement Removal (SY) - The unit price for this item includes removal and
disposal of Portland Cement Concrete and asphalt cement concrete
pavements. Saw cuts and hauling and disposal of waste materials shall be
I incidental. All proposed saw cuts must be approved by the Engineer. Removal
operations shall conform to the construction phasing as noted on the plans or
as otherwise approved or directed by the Engineer. Additional effort required
I for this purpose is considered incidental.
Excavation & Grading
I 3 Excavation, Class 10, Roadway and Borrow (CY) - The unit price shall be full
compensation for furnishing all materials, Jabor and equipment necessary for
roadway and borrow excavation. This item will be paid based on the plan
I quantity of cubic yards of excavation. Work includes all excavation from the
existing ground surface to. the subgrade for the pavement, and excavation for I
borrow where so ordered; excavation for shoulders, slopes, open channel
I ditches, intersections, and approaches, all in conformity with alignment grades
and prescribed cross-sections above the finish grade; and removal and disposal
of all materials, except materials or items for which direct payment is otherwise
provided. This item also includes all work required to bring the roadway to the
I proper subgrade elevation and density along the entire cross section with a
uniform surface free of debris. The removal of all obstructions within the limits of
the project, including foreslopes and backs lopes shall be included in this item.
I Contractor shall be responsible for obtaining additional suitable borrow material
as required to complete construction. There will be no payment for overhaul.
I I This item includes cutting, loading, hauling and disposal of all unsuitable
I materials; scarification, moisture-conditioning, and recompaction, as required;
below grade excavation, borrow and hauling, placing, forming, drying, watering,
I compaction of fill material, and related work as specified herein. .
I 4 Topsoil, Furnish and Spread (CY) - The unit price shall be full compensation for
furnishing all materials, labor and equipment necessary to furnish and spread
I topsoil. This item will be paid based on the plan quantity of cubic yards of
topsoil furnished and spread. Included with this item is all work required to haul,
deposit and spread the topsoil on areas to be seeded. Also included is mowing,
I plowing, blading, disking, stockpiling, finish grading, and related work as
specified. Contractor shall be responsible for obtaining suitable borrow material
as reqUired to complete construction.
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5 Topsoil, Strip, Salvage & Spreading (CY) - The unit price shall be full
compensation for furnishing all materials, labor and equipment necessary to I
strip, salvage and spread topsoil. This item will be paid based on the plan
quantity of cubic yards of topsoil stripped, salvaged and spread. Included with
this. item is all work required to remove topsoil from cuts, or areas to be covered I
by fill, preparation of vegetation, and hauling, depositing and spreading the
Ci\ topsoil on areas to be seeded. Also included is mowing, plowing, blading,
<:) ~ disking, stockpiling, finish grading, and related work as specified. I
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tL: ,~ d;::: 6 Special Backfill (CY) - The unit price shall be full compensation for furnishing all I
_: ~ D materials, labor and equipment necessary for placement of the special backfill
U "S ?-= .-:t. to the depth as specified. Included with this item is all work required supply,
.- ~ 03 placement of specified material, finish grading and compaction of surface to
:g 0 required elevation. The special compaction of subgrade, as shown 'on the I
~ typical sections found in section B of the plans, shall be considered incidental to
this item.
The special backfill material shall meet the requirements of Section 2102.04, I
with a gradation meeting the requirements of Section 4132; of the Iowa
Department of Transportation Standard Specifications for Highway and Bridge I
Construction.
7 Modified Subbase (CY) - The unit price shall be full compensation for furnishing
all materials, labor and equipment necessary for placement of the modified I
subbase to the depth as specified. Included with this item is all work required
supply, placement of specified material, finish grading and compaction of
surface to required elevation. The special compaction of subgrade, as shown I
on the typical sections found in section B of the plans. shall be considered
incidental to this item.
The modified subbase material shall meet the requirements of Section 2115, I
with a gradation meeting the requirements of Section 4109, Gradation No. 14;
of the Iowa Department of Transportation Standard Specifications for Highway I
and Bridge Construction.
8 Granular Shoulder, Type A (TON) - The unit price shall be full compensation for I
the furnishing all materials, labor and equipment for placement of granular
shoulder. Payment for this item will be based upon the number of tons of
specified rock used to construct granular shoulders at the specified widths and
thicknesses and includes excavation to grade, subgrade preparation and I
compaction, subgrade treatments, and shoulder placement and compaction to
required elevations. Any additional special shaping shall be considered
incidental to this item. I
The granular shoulder material shall meet the requirements of Section 2121,
with a gradation meeting the requirements of Section 4120.02; of the Iowa I
01025 - 4 I
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Portland Cement Concrete Paving ~ ~ 5: 0
I 9 Paved Shoulder, PCC, 10 in. (SY) - The unit price shall be full i:nsation
for furnishing material and labor for mix design, supplying to te, te$1g,
preparing base, forming and reinforcement, placing, floating nd finisliing,
I curing, jointing and joint sealing. All PCC paved shoulders shall be a class C
mix with an aggregate durability of Class 3. Refer to the PCC paved shoulder
detail shown in section B of the project plans.
I Contractor may use the maturity method of testing to determine the strength of
portland cement concrete, as specified.
I 10 Pavement, Standard or Slip-Form P.C.Concrete Class C, 10 in. (SY) - The unit
price shall be full compensation for furnishing material and labor for mix design,
supplying to site, testing, preparing base, forming and reinforcement, placing,
I floating and finishing, curing, jointing and joint sealing. All P.C. Concrete
pavements shall have an aggregate durability of Class 3.
I Contractor may use the maturity method of testing to determine the strength of
portland cement concrete, as specified.
I Hot Mix Asphalt Paving
11 Paved Shoulder, HMA, 8 in. depth (SY) - The unit price shall be full
compensation for furnishing materials, labor, and equipment necessary for
sampling and testing, supplying to the site, preparing base, placement,
I compaction, and removal of excess material. Includes mix design, asphalt
cement, primer and tack coat.
I The asphalt cement concrete mixture shall be a base course y," or %" mix with
a perforrnance graded asphalt binder, PG58-28. The mix shall also meet the
requirements of Section 2303, of the Iowa Department of Transportation
I Standard Specifications for Highway and Bridge Construction, as specified.
Refer to the HMA paved shoulder detail shown in section B of the project plans.
I Storm Sewer System
12 Subdrain, Longitudinal, 4 in. Dia. (LF) - The unit price shall be full
compensation for furnishing all materials and labor for installing subdrain of the
I given type and diameter with appurtenances. Includes trench excavation,
disposal of excess excavated material, sheeting and shoring, dewatering,
furnishing and placing plugs, elbows, tees, grouted joints, special connections,
drilling or forrning into drainage facilities, furnishing and placing porous bedding,
I backfill and finishing the surface as directed by the Engineer.
Pipe and fittings shall be Polyvinyl Chloride (PVC) corrugated pipe
I rnanufactured by Contech Construction Products, Model: A-2000, Advanced
Drainage Systems, Model: ADS N-12 or Hancor, Model: HI-Q as specified.
I 13 Subdrain, CMP Quiet (RF-19E), 6in. Dia. (EACH) - The unit price shall be full
compensation for furnishing all materials and labor for installing corrugated
I 01025-5
I
I
I
metal pipe subdrain outlets and appurtenances of the give type. Includes
rodent guards, grouted joints and special connections, drilling or forming into a I
existing drainage facility, and associated excavation, backfill with specified
material and restoration of surface.
Construction of the subdrain outlet shall be in accordance to the Iowa I
Department of Transportation Standard Road Plan RE-19E unless otherwise
noted.
Special Construction I
14 Detour Pavement (SY) - The unit price shall be full compensation for fumishing
materials, labor, and equipment necessary for placement and removal, I
G"\ <( sampling and testing, supplying to the site, preparing base, placement,
C>
6~ ~5 compaction, and removal of excess material. Includes mix design, asphalt
C. ,.,- 0::- cement, primer and tack coat. I
,- ::17
.::t
~ C') ~';::: The asphalt cement concrete mixture shall be a 1 MESAL )1," or %" mix with a
I ,0
- - pertormance graded asphalt binder, PG64-22. The mix shall also meet the
- .r I
U- c-;: t:::<C requirements of Section 2303, of the Iowa Department of Transportation
.-:: 03
:.c:: Standard Specifications for Highway and Bridge Construction, as specified.
~'" 0
=
<=
c-.J Erosion Control I
15 Construction Erosion Control (LS) - The unit price shall be full compensation for
furniShing all materials, labor and equipment necessary to maintain erosion I
control during construction. Includes plan preparation, and all additional
pollution control measures above and beyond other bid items listed that will be
constructed and maintained by'the Contractor based on the Contractor's Storm
Water Pollution Prevention Plan. Measurement is based upon the quantity of I
control devices installed based on the Contractor's Storm Water Pollution
Prevention Plan.
Contractor shall submit a detailed Storm Water Pollution Prevention Plan for I
approval by the Engineer, prior to commencement of construction activities.
Reference shall be made to "Iowa Construction Site Erosion Control Manual" for I
guidelines and procedures in reducing and preventing erosion.
Partial payment for construction erosion control will be based on the estimated I
percentage of work completed at the time of submittal of the application for
payment. Final payment will be made upon completion of all work on the
project required by the contract, full payment will be made for this contract item,
including any amount not paid as a partial payment. I
16 Slope Protection, Wood Excelsior Mat (RC-14) (SQ) - The unit price shall be full
compensation for furnishing all materials, equipment, and labor for installing I
wood excelsior mat (RC-14) as specified on the plans. Installation shall be in
accordance to the Iowa Department of Transportation Standard Road Plan RC-
14. I
Silt Fence (LF) - The unit price shall be full compensation for furnishing all
17
materials, equipment, and labor for installing silt fence as specified on the plans. I
Installation shall be in accordance to the Iowa Department of Transportation
01025 - 6 I
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I
I
.....,
I Standard Road Plan RC-17. 0 ~
18 Silt Fence - Ditch Checks (LF) - The unit price shall be full co~~ati~for"T1
furnishing all materials, equipment, and labor for installing silt ~ --eitch-
I checks as specified on the plans. Installation shall be in accordanee jQ2therdwa \ 11
Department ofTransportation Standard Road Plan RC-17. :< rn ~ n
-::D J
07' \.D
I 19 Removal of Silt Fence (LF) - The unit price shall be full com~nsatio~or
, furnishing all materials, equipment, labor and proper disposal for t e remov. of
silt fence. Removal of silt fence shall not occur prior to acceptable
I establishment of surface restoration growth, as directed by the Engineer.
20 Removal of Silt Fence - Ditch Checks (LF) - The unit price shall be full
I compensation for furnishing all materials, equipment, labor and proper disposal.
I I for the removal of silt fence - ditch checks. Removal of silt fence shall not occur
prior to acceptable establishment of surface restoration growth, as directed by
the Engineer.
I 21 Cleanout of Silt Fence (LF) - The unit price shall be full compensation for
furnishing all materials, equipment, and labor for the cleanout of silt fence. This
I item also includes the removal and disposal of silt material trapped the silt
fence. This item shall be utilized on silt fence that has a reduction in siltation
control of 50% or more and or as directed by the Engineer.
I 22 Cleanout of Silt Fence - Ditch Checks (LF) - The unit price shall be full
compensation for furnishing all materials, equipment, and labor for the cleanout
I of silt fence - ditch checks. This item also includes the removal and disposal of
silt material trapped the silt fence. This item shall be utilized on silt fence that
has a reduction in siltation control of 50% or more and or as directed by the
Engineer.
I Surface Restoration
23 Seeding, Fertilizing & Mulching (Rural Mix), (ACRE) - The unit price shall be full
I compensation for furnishing all materials and labor for seeding, fertilizing &
mulching of given type. Includes preparation of topsoil, grading, preparing and
. scarifying substrate surface, seeding, mulch, fertilizer, watering and
I maintenance as specified, including a one-year guarantee. This item will be
paid based on the plan quantity of acres of seeding, fertilizing & mulching. This
item shall be utilized as permanent erosion control following completion of
I construction activities.
24 Stabilizing Crop - Seed, Fertilize, and Mulching (ACRE) - The unit price shall be
full compensation for furnishing all materials and labor for seeding, fertilizing &
I mulching of given type. This item includes preparation of topsoil, grading,
preparing and scarifying substrate surface, seeding, mulch, fertilizer, watering
and maintenance as specified. This item shall be utilized as temporary erosion
I control when outside of the permanent seeding dates or as directed by the
Project Engineer. .
I
I 01025 - 7
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I
Triiffic Signalization I
I 25 Traffic Signalization (LS) - The unit price shall be full compensation for
furnishing all material, labor, and equipment, necessary for the installation of a I
complete signal and interconnect as shown on the project plans.
Traffic Control
26 Traffic Control (LS) - The unit price shall be full compensation for furnishing all I
materials, labor and equipment necessary to control traffic during construction.
This item includes furnishing, installing, maintaining, moving, and relocating all
c;r. traffic control devices including barricades, drums, lights, standard signs, I
0 <( flaggers, and uniformed officers.
~\ v~
,..... . - r("C Partial payment for traffic control will be based on the estimated percentage of I
,- :::1~
t--' .:,:C work completed at the time of submittal of the application for payment. Final
tJ..i
C") 0_ payment will be made upon completion of all work on the project required by the
-' - (.) contract, full payment will be made for this contract item, including any amount
- \C<t:. I
LL =
- 03 not paid as a partial payment.
-<> 0
=
= Pavement Markings and Traffic Signing
....... I
27 Remove and Relocate Existing Signs, (EACH) - The unit price shall be full
compensation for furnishing all materials, labor and equipment necessary for
the removal and relocation of existing signs as identified on the project plans. I
28 Wood Posts for Type A or B Signs, 4in X 4in. (LF) - The unit price shall be full
compensation for furnishing all materials, labor and equipment necessary to
install 4 in. X 4 in. wood posts for type A or B Signs. Item includes quantity for I
the relocation of existing signs.
29 Wood Posts for Type A or B Signs, 4in X 6in. (LF) - The unit price shall be full I
compensation for furnishing all materials, labor and equipment necessary to
install 4 in. X 6 in. wood posts for type A or B Signs. Item includes quantity for
the relocation of existing signs. I
30 Type A Signs, Sheet Aluminum (SF) - The unit price shall be full compensation
for furnishing all materials, labor and equipment necessary to install type A I
signs as shown on the project plans.
31 Painted Pavement Markings (Durable), (STA) - The unit price shall be full
compensation for fumishing all materials, labor and equipment necessary to I
install durable pavement markings. This item includes removal of
existing/temporary pavement markings, disposal of material generated from the
removal operations, prep work, layout, supply and placement of durable paint I
and glass beads. Measurement will be based upon a 4-inch wide line (Refer to
section C of the plans for tabulations).
Durable pavement markings shall be in accordance to the Iowa Department of I
Transportation Materials 1M 483.04 and Standard Specification 2527.
32 Removable Tape Markings, (STA) - The unit price shall be full compensation for I
01025 - 8 I
I
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furnishing all materials, labor and equipment necessary to installJa~maffilain f=:
I removable tape markings for staged construction. This item incl~es rem;;iwal \11
and disposal of tape markings upon the completion of ~tru':lJ,9n ,--.,
phases/stages. Measurement will be based upon a 4-inch wide ~qaefePto J
I section C of the plans for tabulations). 0 '7"- '-P.
Z 0
Durable pavement markings shall be in accordance to the Iowa Deifartment-&
I Transportation Materials 1M 483.06 and Standard Specification 2527.
33 Painted Pavement Symbols (Durable), (EA) - The unit price shall be full
I compensation for furnishing all materials, labor and equipment necessary to
install epoxy painted symbols and legend. This item includes removal of
existing/temporary pavement symbols, disposal of material generated from the
removal operations, prep work, layout, supply and placement of durable paint
I and glass beads (Refer to section C of the plans for tabulations).
Durable pavement symbols shall be in accordance to the Iowa Department of
I Transportation Materials 1M 483.04 and Standard Specification 2527.
Pavement Markings Removed. (STA) - The unit price shall be full compensation
34
I for furnishing all materials, labor and equipment necessary to remove the
existing pavement markings as specified in the project plans (Refer to section C
of the plans for tabulation). Item includes proper disposal of material generated
I through removal operations. Measurement will be based upon a 4-inch wide
line.
Mobilization !
I 35 Mobilization (LS) - Mobilization shall consist of preparatory work and operations
for all items under the contract, including, but not limited to, those necessary for
the movement of personnel, equipment, supplies, and incidentals to the project
I site; bonds and insurance; and for the establishment of all offices, buildings, and
other facilities, which must be performed or costs incurred prior to beginning
work on the various items on the project site. This item shall include
I demobilization costs.
Nothing herein shall be construed to limit or preclude partiai payments
I otherwise provided for by the contract.
The proposal will have a lump sum item for Mobilization. The bidder will
I indicate his bid price in dollars, and this will be the contract price for this item.
1. Partial Payments.
a. The Mobilization pay item shall not exceed five (5) percent of total
construction costs.
I b. 50 percent of the original contract price for this item may be paid in
the first payment application The remainder of this item may be paid
in the second and third payments (25 percent each).
I c. Payment for mobilization will not be made until a construction
schedule and construction erosion control plan are submitted and
approved.
I
.
I 01025 - 9
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2. Full Payment.
Upon completion of all work on the project required by the contract, full I
payment will be made for this contract item, including any amount not
paid as a partial payment.
B. DIVISION II-IOWA HIGHWAY 1/KITTY LEE RIGHT TURN LANE PROJECT I
1. Special Backfill I
The unit price for this item will be paid based on the number of tons of
specified rock used to construct special backfill under asphalt shoulders at the I
0' specified widths and thicknesses and includes excavation to grade, subgrade
0 V'~ preparation and compaction, subgrade treatments, and rock placement and
6; compaction to required elevations. I
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;-l:>-' 2 . Class 10 Excavation, Roadway and Borrow
-I M '.....J::::
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LL v-:: )- The estimated quantities are: 300 cubic yards cut and 300 cubic yards fill
'-0<1:
>-..: Os: (including 30% shrink). The unit price for this item will be paid based on the
~ 0 plan quantity for cubic yards of cut. Included with this item is all work required
= I
=
......, to bring the roadway to the proper subgrade elevation and density along the
entire cross section with a uniform surface free of debris. Also included is
cutting, loading, hauling and disposal of unsuitable material, including chip I
seal, below grade excavation, borrow and hauling, placing, forming, drying,
watering and compaction of fill material.
Approved Contractor-provided borrow pit and materials, as needed, shall be I
incidental to this item. There will be no payment for overhaul.
3. Topsoil, Strip, Salvage & Spread. I
The unit price for this item will be paid based on the plan quantity of cubic
yards of topsoil stripped, salvaged and spread. Included with this item is all I
work required to remove topsoil from cuts, or areas to be covered by fill,
preparation of vegetation, and hauling, depositing, and spreading the topsoil
on areas to be seeded and sodded. Also included is mowing, plowing, I
blading, disking, and stockpiling. Topsoil shall be removed to a uniform 12-
inch depth.
4. Modified Subbase. I
The unit price for this item will be paid based on the number of cubic yards of
granular subbase constructed at the specified thickness including placement I
12-inches beyond the back of curb. Also included with this item is excavation
to grade, subgrade preparation and compaction, subgrade treatments, and
subbase placement and compaction to required elevations. I
5, 7. Granular Shoulders and Shoulder Finishing, Earth.
The unit price for this item will be paid based on the number of tons of I
specified rock used to construct granular shoulders at the specified widths and
01025 -10 I
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thicknesses and includes excavation to grade, subgrade pr~ration-;3nd F
I compaction, subgrade treatments, and shoulder placement and ~ction to III
required elevations. Earth shoulder fill and any special shapt-Rg\1Shal~e 0
considered incidental to item 7 5 ~ \D
I z ;;
6. Paved Shoulder, Hot Mix Asphalt Mixture, 8 in. )>> &"
I The unit price for this item will be paid based on the number of square yards
of asphalt paved shoulders constructed at the specified widths and
thicknesses and includes excavation to grade, subgrade preparation and
compaction, subgrade treatments, and shoulder placement and compaction to
I required elevations. Earth shoulder fill and any special shaping shall be
considered incidental to item 7.
8. Patch, Full Depth Repair
I The unit price for this item will be paid based on the number of square yards
of old pavement removed and replaced with full depth Portland Cement
I Concrete This includes removal and disposal of old pavement, excavation to
grade, subgrade preparation and compaction, subgrade treatments, furnishing
and installation of tie bars and longitudinal reinforcement, furnishing and
I placing PCC patching material per section 2212 of the IDOT Standard
Specifications and backfilling of the disturbed area.
I
9. Patch by Count
I
The unit price for this item will be paid based on the total number of patches
placed full depth as noted above. Payment will be for sawing and cutting
I necessary, furnishing and installing dowel bars and any other work necessary
for complete construction.
I 10. Standard or Slip Form Portland Cement Concrete Pavements.
The unit prices for these items will be paid based on the number of square
I yards of Portland Cement Concrete pavements constructed at the specified
widths, thicknesses and mix designs. Also included with these items is
excavation to place forms and pavement at required elevations, supply,
I placement and compaction of subgrade material under driveways and parking
lots, forming, supply, placement and finishing of concrete, special concrete
mixes, reinforcement, curing, jointing and joint sealing.
Aggregate durability class for all P.C. Concrete paving shall be Class 3i.
I Pavement smoothness shall be evaluated for main line pavement per current
lOOT Specifications.
I 11, 12. Longitudinal Subdrain and Subdrain Outlet (RF-19E).
The unit price for longitudinal subdrain will be paid based on the number of
I linear feet placed.
The unit price f~r subdrain outlets will be paid based on the number of outlets
I constructed.
01025-11
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Included with these items is trenching, disposal of excess excavated material,
furnishing and placing blind ends, elbows, tees, and C.M.P. outlets, including I
outlet coverings, grouted joints, special connections, drilling or forming into
drainage facilities, furnishing and placing porous backfill, and finishing the
surface as directed by the Engineer. I
13. Removal of Pavement.
Removal quantities shall include Portland Cement Concrete roadways. I
Removal of compacted granular and chip seal surfaces, including asphalt
Ci'
0 <:( patches, shall be considered as Class 10 Roadway & Borrow Excavation and
8> Y.::~ will not be measured and paid under this item. Saw cuts and hauling and I
r\ ,- 0::- disposal of waste materials shall be incidental. All proposed saw cuts must be
,~ ~.:c ~~
W, approved by the Engineer. Removal operations shall conform to the
(") :J_ construction phasing noted on the plans or as otherwise approved or directed I
-' - C
LL c::: 2:<:( by the Engineer. Additional effort required for this purpose is considered
.--... 03 incidental.
~~ 0 I
=
= 14. Modification of Existing Sign.
""
The unit price for this item will be paid based on the number of existing signs I
to be modified as shown on the plans and directed by the Engineer. Included
in this item is removal of existing signs, storage of signs during construction
and replacement of signs as directed by the Engineer after construction is
completed. I
15. Painted Pavement Markings, Durable.
The unit prices for these items will be paid based on the number of stations I
installed based on a 4-inch width. Work includes removal of old markings as
applicable, prep work, layout, supply and placement of durable paint and I
glass beads and protection during cure. Layout must be approved by the
Engineer. I.D.O.T. Standard Specifications Section 2527 will govern this item.
16. Traffic Control. I
The Jump sum price for this item will be paid based on percent complete for I
furnishing, installing, maintaining, moving, relocating, and removing all traffic
control devices including barricades, safety fencing, drums, lights, standard
signs, temporary barrier rails, sequential flashing arrows, f1aggers, uniformed
officers, temporary pavement markings and orange safety fence at road I
closures.
17. Mobilization. I
The lump sum price for mobilization will include insurance, bonds, temporary
construction facilities and utilities, on-site physical plant, mobilizing equipment I
and tools to and from the work site, interest expense, construction
management, communication and coordination activities, preparation of
payment estimates, change orders, project documentation, submittals, I
01025 - 12
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I I
attendance at meetings and related work. The mobilization price will be paid
I as a percent complete during the entire project.
18,19. Mulching and Seeding and Fertilizing, Rural
I The unit price for this item will be paid based on the number of acres seeded,
fertilized, and mulched and includes preparation of seed bed, supply and
I application of seed, fertilizer, mulch, and water, and all upkeep as specified,
including a one-year guarantee. No distinction in unit price shall be made for
various seed mixtures specified.
I O~ disturbed areas not replaced with pavement or shoulder material shall be
see ed unless noted on the plans or directed by the Engineer.
I 20, 21, 22. Silt Fence and Removal of Silt Fence and Clean Out of Silt Fence.
The unit price for silt fence will be paid based on the number of linear feet
I installed at locations indicated on the plans or as directed by the Engineer.
Items 19-20 include maintenance and removal upon establishment of ground
cover.
I Erosion control for areas disturbed by careless actions of the Contractor shall
be at the Contractor's expense.
I
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I 01025-13
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SECTION 01090
REFERENCE STANDARDS I
PART 1 GENERAL I
1.01 GENERAL
A. Titles of Sections and Paragraphs: Captions accompanying specification sections and I
paragraphs are for convenience of reference only, and do not form a part of the
Specifications.
B. Applicable Publications: Whenever in these Specifications references are made to I
published specifications, codes, standards, or other requirements, it shall be understood
that wherever no date is specified, only the latest specifications, standards, or I
(7\ requirements of the respective issuing agencies which have been published as of the
0 dme that the Work is advertised for bids, shall apply; except to the extent that said
c,.'\ ....sfedards or requirements may be in conflict with applicable laws, ordinances, or I
0 i~ rning codes. No requirements set forth herein or shown on the Drawings shall be
t, ; ,~ ~aived because of any provision of, or omission from, said standards or requirements.
'-, M :":>1-
-' - ?e.U Specialists, Assignments: In certain instances, specification text requires (or I
LL 0::
:"S o~ implies) that specific work is to be assigned to specialists or expert entities, who
"" o must be engaged for the performance of that work. Such assignments shall be
= I
= - recognized as special requirements over which the Contractor has no choice or
""
option. These requirements shall not be interpreted so as to conflict with the
enforcement of building codes and similar regulations governing the Work; also
they are not intended to interfere with local union. jurisdiction settlements and I
similar conventions. Such assignments are intended to establish which party or
entity involved in a specific unit of work is recognized as "expert" for the indicated
construction processes or operations. Nevertheless, the final responsibility for I
fulfillment of the entire set of contract requirements remains with the Contractor.
1.02 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS I
A. Without limiting the generality of other requirements of the Specifications, all work
specified herein shall conform to or exceed the requirements of applicable codes and the I
applicable requirements of the following documents.
1. American Association of State Highway and Transportation Officials (AASHTO).
2. American Concrete Institute (ACI). I
3. American Society for Testing Materials (ASTM).
4. Iowa Department of Transportation Standard Specifications (lOOT) and current
Supplemental Specifications I
5. American National Standards Institute (ANSI).
6. American Water Works Association (AWVVA).
7. American Welding Society (AWS). I
8. Federal Specifications (FS).
9. National Electrical Safety Code (NESC).
10. Iowa Occupational Safety and Health Act of 1972 (IOSHA). I
I
01090 - 1 I
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11. Manual of Accident Prevention in Construction by Associated General Contractors
I I of America, Inc. (AGC).
I 12. American Disabilities Act (ADA).
13. Standards and Codes of the State of Iowa and the Ordinances of the City of Iowa
I City, Iowa.
14. Other Standards and Codes which may be applicable to acceptable standards of
the industry for equipment, materials, and installation under the contract.
I B. In case of conflict between codes, reference standards, drawings and the other Contract
Documents, the most stringent requirements shall govern. All conflicts shall be brought to
I the attention of the Engineer for clarification and directions prior to ordering or providing
any materials or furnishing labor. The Contractor shall bid for the most stringent
requirements.
I C. The Contractor shall construct the Work specified herein in accordance with the
requirements of the Contract Documents and the referenced portions of those referenced
codes, standards, and specifications listed herein.
I D. References herein to "OSHA Regulations for Construction" shall mean Title 29, Part
1926, Construction Safety and Health Regulations, Code of Federal Regulations (OSHA),
I including all changes and amendments thereto.
E. References herein to "OSHA Standards" shall mean Title 29, Part 1910, Occupational
I Safety and Health Standards, Code of Federal Regulations (OSHA), including all
changes and amendments thereto.
1.03 REGULATIONS RELATED TO HAZARDOUS MATERIALS
I A. The Contractor is responsible that all work included in the Contract Documents,
regardless if shown or not, shall comply with all EPA, OSHA, RCRA, NFPA, and any
I other Federal, State, and Local Regulations governing the storage and conveyance of
hazardous materials, including petroleum products.
I B. Where no specifiC regulations exist, all chemical, hazardous, and petroleum product
piping and storage in underground locations must be installed with double containment
piping and tanks, or in separate concrete trenches and vaults, or with an approved lining
I . which cannot be penetrated by the chemicals, unless waived in writing by the O~r.
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PART 2 - PRODUCTS y- 3. -;c JJ
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PART 3 - EXECUTION ~ i:
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I END OF SECTION 01090
I 01090 - 2
I
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SECTION 01310
PROGRESS AND SCHEDULES I
PART 1 - GENERAL I
1.01 SUMMARY:
A. Prepare, submit and update as necessary a schedule of the work. I
B. Time is of the essence, Minimizing inconvenience, disruption and duration
of disruption to residences and businesses is a high priority. Scheduling of I
work shall be planned with this in mind.
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tJj ~:: At:!?-" The Contractor shall submit prior to the Pre-Construction meeting a detailed
, C'"> 0 r-:; schedule of the proposed work with the controlling operation identified. The I
~ - t U schedule shall include proposed dates and durations of street closings. Work may
LL ~ 0 ~not begin until the schedule is approved by the Engineer.
~o 0 I
~ B. ihe Contractor shall submit updated construction schedules at two week intervals
throughout the project.
PART 2 - PRODUCTS I
None.
PART 3 - EXECUTION I
3.01 MEETINGS PRIOR TO CONSTRUCTION: I
A. A Pre-Construction meeting will be held prior to beginning work.
3.02 PROGRESS OF WORK: I
A. Work will be limited to specified calendar days. The specified start date is June 5th,
2006. Liquidated damages of $400.00 per day will be charged on work beyond I
September 15th, 2006 including Saturdays and Sundays.
B. No work shall be done between the hours of 10:00 p.m. and 7:00 a.m. without the I
approval of the Engineer, with the exception of saw cutting freshly poured
concrete.
C. Work will proceed in a well organized and continuous manner to minimize the I
disruption to the general public (both pedestrian and vehicular) and the local
businesses and residents. Access to businesses and residences shall be I
maintained at all times.
D. Construction will proceed in phases. The particular phasing sequence is outlined I
in the project plans. Prior to advancing to the next phase or sub-phase, the
01310-1
I
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I
existing phase or sub-phase shall be sufficiently complete to allow reopening to the
I public, as determined by the Engineer.
E. Restoration activities such as pavement replacement will follow closely behind the
I work even if multiple mobilizations are necessary.
!
F. The Contractor will become an active partner with the City in communicating with
I and providing information to concerned residents and businesses.
G. Work will be staged to minimize th.e length of time parking spaces and parking
revenue are lost.
I 3.03 COORDINATION WITH UTILITIES:
I A. It is anticipated .that utility conflicts will occur which cannot be taken care of ahead
of time. The Contractor shall work closely with the utility companies to aid in these
relocations to keep the project on schedule.
I END OF SECTION 01310
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01310- 2
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SECTION 01570
TRAFFIC CONTROL AND CONSTRUCTION FACILITIES I
PART 1 - GENERAL
1.01 SUMMARY: I
A. Furnish, install and maintain traffic control and construction facilities required for
the work. Remove when work is completed. I
1.a2- RE'J.RENCES:
C) I
c;-. ~ e5 lOOT Standard Specifications.
C .-.\...-
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~, -. B,jf'= U.S. Department of Transportation Federal Highway Administration "Manual on I
, ~ ,0 Uniform Traffic Control Devices for Streets and Highways," 2003 Edition, as
U_ :-'S ;:: <( revised.
:;; 03 I
~ C. 0 Traffic Control Notes on project plans.
c-...>
1.03 SUBMITTALS: I
A. Submit a traffic control plan for all activities requiring traffic control not specifically
addressed by the project plans. I
PART 2 - PRODUCTS
2.01 MATERIALS: I
A. Traffic control devices may be new or used, but must meet the requirements of the
lOOT Standard Specifications. I
B. All construction fence shall be new and securely fastened to approved posts and
installed as directed by the Engineer. I
2.02 EQUIPMENT:
A. Portable generators may not be used to power traffic control devices within 300 I
feet of residential dwellings, including apartments; between the hours of 10:00 p.m.
and 7:00 a.m.
PART 3 - EXECUTION I
3.01 TECHNIQUES: I
A. Except as amended in this document, the work in this section will conform with the
following divisions and sections of the lOOT Standard Specifications: I
Division 11. General Requirements and Covenants.
Section 1107.09. Barricades and Warning Signs. I
01570 - 1 I
I
I
Division 25. Miscellaneous Construction.
I Section 2528. Traffic Control.
3.02 MAINTENANCE OF FACILITIES:
I A. The Contractor shall monitor the condition of traffic control and construction
facilities at all times, including non-work hours. Repair, replace and maintain as
I necessary .
B. Pedestrian access to homes and businesses shall be maintained at all times.
I Temporary gravel surfaces shall be provided as directed by the Engineer.
3.04 EXCAVATIONS:
I A. All excavations shall be fenced.
3.05 ADDITIONAL FACILITIES:
I A. All signs, barricades and fences within and beyond the project area deemed
appropriate by the Engineer shall be the responsibility of the Contractor.
I END OF SECTION 01570
I
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l I 01570 - 2
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SECTION 02050
DEMOLITIONS, REMOVALS AND ABANDONMENTS I
PART 1 - GENERAL I
en <(
1.&1 S'1lll1MARY:
Ci'l SZ'6'
Q\ :2 ~r Furnish labor, materials, tools and equipment to remove existing paved surfaces I
U-. (") U j=: as indicated and specified.
_ - ~u I
U_ ~ Bts:g; Furnish labor, materials, tools and equipment to remove existing storm sewer
:;, Opipes, sanitary sewer pipes, intakes, and drainage structures as indicated and
g -specified.
1.0; REFERENCES: I
A. lOOT Standard Specifications. I
1.03 QUALITY ASSURANCE:
A. Disposal sites shall comply with all applicable Iowa Department of Natural I
Resources and United States Environmental Protection Agency regulations.
B. Comply with all state and local ordinances pertaining to hauling and disposal of I
rubbish, broken concrete, asphalt, stone, bricks, castings, and other waste or
debris resulting from work on the project.
1.04 SUBMITTALS: I
A. Locations of disposal sites. I
PART 2 - PRODUCTS
2.01 MATERIALS: I
A. Granular backfill material shall consist of Class A Crushed Stone, lOOT Standard I
Specification Section 4120.04 and Section 4109, Gradation No. 11.
B. Explosives shall not be used for demolition. I
PART 3 - EXECUTION
3.01 TECHNIQUES: I
A. Except as amended in this document, the work in this section will conform with the
following divisions and sections of the lOOT Standard Specifications: I
Division 24. Structures.
Section 2401. Removal of Existing Structures. I
02050 - 1 I
I
I
I
Division 25. Miscellaneous Construction.
I Section 2510. Removal of Old Pavement.
Section 2511. Removal and Construction of Portland Cement Concrete
Sidewalks.
I Section 2515. Removal and Construction of Paved Driveways.
Section 2516. Removal and Construction of Retaining Walls and Steps.
I 3.02 INSPECTION:
A. Limits of demolition shall be per 3.04 of this section. The Engineer reserves the
I right to revise demolition limits if required by the nature of construction.
3.03 PROCEDURES:
I A. Utilities
1. Notify all corporations, companies, individuals and state or local authorities
I owning pipelines, water lines, gas mains, buried and overhead electric
facilities, telephone, cable television, fiber optic, and other public or private
utilities shown on the drawings or otherwise known or discovered to be in
I the project area.
2. When active utilities are encountered, promptly take necessary measures
I to support and protect said utilities and maintain them in service.
3. If active utilities are damaged or interrupted as a result of work on the
project, take appropriate measures to restore service immediately.
I Restoration of utility services under these circumstances shall be at the
Contractor's expense.
I, 4. Active utilities shown on the drawings to be relocated, or which require
relocation due to unforeseen circumstances or conditions, shall be
relocated in accordance with instructions from the Engineer. Generally, the
I respective utility owners shall be responsible to perform relocation ~rk for
their facilities. The Contractor shall cooperate with thes~fforts ~every
reasonable way and shall not be entitled to additional c~nsaJE>n f~
I delays resulting from such relocations. y- ~ :xl _
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B. -0 (,.) .
Site Protection Measures ;:::J. r- m
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1. Refer to Traffic Control Sheets for details. ~7' '-P.
2. Barricade and fence open excavations or depressions resurtfng fro~ork
I during non-working hours and when not working in immediate area.
Provide suitable warning devices adjacent to excavations and work areas.
I 3. Warning devices shall be kept operational during all non-working and non-
active periods.
I C. Site Access Measures
I 02050 - 2
,
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I
I
1. Pedestrian access to homes and businesses shall be maintained at all
times. Temporary gravel surfaces shall be provided as directed by the I
Engineer.
2. Contractor shall perform demolition and removal operations so as to I
maintain vehicular access to adjacent properties and businesses to the
maximum extent possible.
D. Disposals I
1. No material or debris shall be buried within the project work area. All
unsuitable material resulting from demolitions and removals shall be hauled I
to and disposed of at a Contractor-furnished site approved by the Engineer
or to the landfill. The Contractor shall pay the current tipping fee at the
landfill. I
3.04 DEMOLITION AND REMOVALS:
A. Pavement and Sidewalk Removals I
1. Removal shall be to the limits noted on the plans or as directed by the I
Engineer.
C'\ 2. Pavement removal shall include brick, P.C. Concrete, and A.C. Concrete I
0 ~ pavements, driveways, alleys, parking lots, and sidewalks. Removal of
c;...
'"' ~O chip seal or aggregate surfaces is not considered pavement removal.
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--1 >-" 3 Sawcuts shall be approved by the Engineer.
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c:c >-'---' Removal operations shall conform to construction phasing noted on the
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:::f 03 plans or as directed by the Engineer. I
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...... B. Sewer Abandonment and Removal
1. Removal shall be at the locations and to the limits noted on the plans or as I
directed by the Engineer.
2. Backfill under and within 5 feet of paved surfaces shall be Class A crushed I
stone compacted to 95% Standard Proctor Density. The top 12 inches
directly below paved surfaces shall be Class A crushed stone compacted I
to 98% Standard Proctor Density. Other excavations shall be backfilled with
suitable excavated material, compacted to 90% Standard Proctor Density.
3. Sewers to be abandoned, but not removed, shall be filled with an approved I
non-shrink f10wable mortar and bulkheaded at each end with concrete.
4. Select castings shall be delivered to the pollution control plant at 1000 S. I
Clinton Street as directed by the Engineer.
END OF SECTION 02050 I
02050 - 3 I
I
I
SECTION 02100
I SITE PREPARATION
I PART 1 - GENERAL
1.01 SUMMARY:
I A. Furnish labor, material, tools and equipment to prepare site as indicated and
specified:
I 1.02 REFERENCES: r-.:>
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A. lOOT Standard Specifications. ~O ::II'
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3.01 TECHNIQUES:
I A. Except as amended in this document, the work in this section will conform with the
following divisions and sections of the lOOT Standard Specifications:
I Division 21. Earthwork, Subgrades and Subbases.
Section 2101. Clearing and Grubbing.
Division 25. Miscellaneous Construction.
I Section 2519. Fence Construction.
3.02 EXISTING TREES, SHRUBS AND VEGETATION:
I A. All trees, shrubs and vegetation shall remain and be protected from damage
unless specifically noted as "REMOVE" or "CLEAR AND GRUB" on the plans or as
I directed by the Engineer.
B. No construction materials and/or equipment are to be stored, piled, or parked
I within the trees' drip line.
C. Contractor is responsible for damage outside the limits of construction, and for
I trees, shrubs and vegetation not designated for removal. The Contractor's liability
for tree and shrub damage will be based on the appraised value, not replacement
. value, and shall include the cost of appraisal by a qualified arboris!.
I
I
I 02100 - 1
I
I
3.03 EXISTING STRUCTURES AND PROPERTY:
A. Remove existing signs and posts within the construction area as directed by the I
Engineer. All permanent traffic signs will be removed, stored, and replaced by the
City of Iowa City. Contractor shall provide 48 hour minimum advance notice for I
sign removal and for sign replacement. Permanent sig[1s will be replaced prior to
concrete pours.
B. Move mailboxes to a location approved by the Engineer prior to closing road. I
Salvage and store any unique supports for mailboxes. Restore mailboxes and
their supports to their prior location and condition when road is reopened. I
3.04 EXISTING FENCING:
A. Only fencing designated by the Engineer shall be removed. I
B. Sections of fence removed for construction shall be replaced per the applicable bid
item. If not addressed, replace with new materials. I
3,05 EXISTING UTILITIES:
A. Contact appropriate utility representative to verify the presence and location of I
buried utilities in the construction area.
3.06 EROSION CONTROL: I
A. Comply with Iowa City Code and Section 02270, Slope Protection and Erosion
Control. I
END OF SECTION 02100 I
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02100 - 2 I
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SECTION 02220
I EARTH EXCAVATION, BACKFILL, FILL AND GRADING
I PART 1 - GENERAL
1.01 SUMMARY:
I A. Excavating, placing, stabilizing and compacting earth, including trench and rock
excavation, addition of borrow and backfill, disposal of excavated materi<lt5and
I topsoil, strip, salvage and spread. 0 g::
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1.02 REFERENCES: :r> :j :;:0 _
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I A. lOOT Standard Specifications. ;:2;2 ~ '23
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A. Whenever a percentage of compaction is indicated or specified, use percen'f of
maximum density at optimum moisture as determined by ASTM 0698-91, unless
I noted otherwise.
B. Borrow sites and materials shall be approved by the Engineer prior to use.
I PART 2 - PRODUCTS
I 2.01 MA TERIALS:
A. Granular backfill material shall consist of Class A Crushed Stone, lOOT Standard
Specification Section 4120.04 and Section 4109, Gradation No. 11.
I PART 3 - EXECUTION
I 3.01 TECHNIQUES:
A. Except as amended in this document, the work in this section will conform with the
I following divisions and sections of the lOOT Standard Specifications:
Division 21. Earthwork, Subgrades and Subbases.
I All sections
Division 24. Structures.
Section 2402. Excavation for Structures.
I 3.02 TOPSOIL:
I A. Strip and stockpile topsoil from lawn, grass, and crop areas for surface restoration
and landscaping work. Strip topsoil to a uniform depth to provide sufficient quantity
of material for placement of a minimum of 9 inches of topsoil for surface restoration
I and landscaping. Protect topsoil from mixture with other materials such as
aggregate and from erosion. Removal of topsoil from the site is not permitted.
I 02220 - 1
I
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3.03 DRAINAGE AND DEWA TERING: I
A. Provide and maintain ample means and devices (including spare units kept ready
for immediate use in case of breakdowns) to intercept and/or remove promptly and I
dispose properly of all water entering trenches and other excavations. Keep such
excavations dry until the structures, pipes, and appurtenances to be built therein
have been completed to such extent that they will not be floated or otherwise I
damaged.
B. Dispose of all pumped or drained water without undue interference to other work,
or causing damage to pavements, other surfaces, or property. Provide suitable I
temporary pipes, flumes, or channels for water that may flow along or across the
work site.
C. Take all precautions necessary to prevent damage to the work by rain or by water I
entering the site, whether water entry be overland or by groundwater.
3.04 TRENCH EXCAVATION: I
A. General I
G\ <( 1. Excavate trench by machinery to, or just below, designated subgrade when
0
(j, ~~ pipe is to be laid in granular bedding or concrete cradle, provided that I
f' -- cc- material remaining at bottom of trench is only slightly disturbed.
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M 0-2 Do not excavate lower part of trenches by machinery to subgrade when
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U- cc; (- pipe is to be laid directly on bottom of trench. Remove last of material to be
~ O~ excavated by use of hand tools, just before placing pipe. Hand shape bell
"" 0 holes and form a flat or shaped bottom, true to grade, so that pipe will have
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material between joints, except for limited areas where use of pipe slings
have disturbed bottom.
B. Protection I
1. Barricade and fence open excavations or depressions resulting from work I
during non-working hours and when not working in immediate area.
C. Trench Width I
1. Make pipe trenches as narrow as practicable and safe. Make every effort
to keep sides of trenches firm and undisturbed until backfilling has been
completed and consolidated. I
2. Excavate trenches with vertical sides between elevation of center of pipe
and elevation 1 foot above top of pipe. I
3. Refer to plans for allowable trench widths within the pipe envelope for
various types, sizes and classes of pipe. I
02220 - 2 I
I
I 0 ~
D. Trench Excavation in Fill $0 ::l:
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1. Place fill material to final grade or to a minimum height of 6qe~ilbo~ tOR
of pipe when pipe is to be laid in embankment or other recer1uYffilled areasrn
I Take particular care to ensure maximum consolidation of ~ial5]j,def0
pipe location. Excavate pipe trench as though in undisturbe~arerial:?
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I E. Excavation Near EXisting. Structures . . Ul
, 1. Discontinue digging by machinery when excavation approaches pipes,
'I conduits, or other underground structures. Continue excavation by use of
hand tools.
2. Excavate exploratory pits when location of pipe or other underground
I structure is necessary for doing work properly.
F. Disposal of Unsuitable Soil
I 1. The Contractor shall notify the Engineer and Iowa Department of Natural
Resources (DNR) if soil contamination is found or suspected during
1 excavation.
2. Soil disposal and remediation method shall be an option outlined in the
I IDOT Construction Manual Section 10.22, and approved by the Iowa DNR
and City. The Contractor is not to proceed with soil removal and
remediation measures until instructed by the Engineer.
I 3. Disposal site to be provided by the Contractor and approved by the
Engineer and Iowa DNR.
I 4. Contractor is responsible for completing and filing all necessary Federal,
State and local government agency forms and applications. I
I G. Care of Vegetation and Property
1. Use excavating machinery and cranes of suitable type and operate with
I care to prevent injury to trees, particularly to overhanging branches and
limbs and underground root systems.
1 2. All branch, limb, and root cuttings shall be avoided. When required, they
shall be performed smoothly and neatly without splitting or crushing. Trim
. injured' portions by use of achainsaw or loppers for branches, or an ax
when working with roots. Do not leave frayed, crushed, or torn edges on
I any roots 1" or larger in diameter or on any branches. Frayed edges shall
be trimmed with a utility knife. Do not use tree paint or wound dressing. If
conflicts with large roots and branches are anticipated, notify the Engineer.
'I 3. No construction materials and/or equipment are to be stored, piled, or
parked within the trees' drip line.
I
I 02220 - 3
I
I
4. Excavators and loaders used on brick surfaces shall be limited to those
with rubberized tracks or rubber tires. I
5. Do not use or operate tractors, bulldozers, or other equipment on paved
surfaces when treads or wheels can cut or damage such surfaces. I
6. Restore all surfaces which have been damaged by the Contractor's
operations to a condition at least equal to that in which they were found I
before work commenced. Use suitable materials and methods for
restoration.
7. Aerate all grassed and planter areas compacted by construction activities. I
8. Utility lines, including drainage tiles, encountered shall be restored in one of
the following ways: I
a. Repair or otherwise reconnect the utility across trench after trench
has been backfilled, provided adequate drainage gradient is I
maintained, if applicable.
b. Connect drainage tiles to nearest storm sewer. I
0" <:(
-=? ~ ~ The Contractor shall document the location and elevation of any utility lines
~~ o:::Q encountered. The Contractor shall notify the Engineer whenever a utility is I
c' ~ '=j -r encountered and submit the proposed method of restonng the utility for
UJ C"> 0 c::: review and approval.
_ _ 0
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CC ~ b ~ All utility repairs shall be made prior to backfilling the trench. I
~. *ater Services
""" 1. Permanent copper water service lines which are damaged (cut, nicked, I
bent, crimped, crushed, etc.) shall be replaced from the water main to the
curb box with new copper service pipe, without any joints. The cost for this I
work shall be at the Contractor's expense.
2. In any excavation where existing lead or galvanized iron water services are I
in the excavation or disturbed area, the Contractor shall replace the
existing lead or galvanized piping with new 1-inch or larger copper water
service pipe from the water main to the curb box. The Contractor will be
paid per the applicable bid item. If there is no bid item, the unit price for the I
replacement of the water service shall be negotiated prior to commence-
ment of the work.
3. When water service is disrupted, the Contractor shall make a reasonable I
attempt to restore the service within two hours.
4. Water service pipe shall be type k soft copper. I
3.05 ROCK EXCAVATION: I
02220 - 4 I
I
I
A. Rock excavation will be considered Class 12 Excavation as defined in lOOT
I Standard Specification Section 2102.02.
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B. Explosives shall not be used for rock excavation. =
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3,06 BACKFILLING: ::<:l
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I A. General .;:<' \-n """ ITl
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1. Do not place frozen materials in backfill or place backfi1l~Pon fl&en
I material. Remove previously frozen material or treat as reZjflired bgpre
new backfill is placed.
I B. Backfilling Excavations
i I
1. Begin backfilling as soon as practicable and proceed until complete.
I 2. Material and Compaction
a. Paved Areas: Under and within 5 feet of paved surfaces, including
I streets, sidewalks and driveways, backfill shall be Class A crushed
stone placed in one foot lifts compacted to 95% Standard Proctor
Density. The top 12 inches directly below paved surfaces shall be
I I Class A crushed stone compacted to 98% Standard Proctor
Density. If under pavement, backfill to bottom of the subgrade. If
not under pavement, backfill to within 12 inches of finished surface.
I I b. All other areas: Backfill shall consist of suitable job excavated
, material placed in one foot lifts compacted to 90% Standard Proctor
, Density. If excavated material is unsuitable, backfill with Class A
,
I I crushed stone to within 12 inches of finished surface.
i c. Do not place stone or rock fragment larger than 2 inches within 2
I I feet of pipe nor larger than 12 inches in backfill. Do not drop large
masses of backfill material into trench.
I I C. Backfilling Around Structures
I 1. Do not place backfill against or on structures until they have attained
I sufficient strength to support the loads, including construction loads, to
which they will be subjected. Avoid unequal soil pressure by depositing
material evenly around structure.
I' 2. Backfill shall consist of Class A crushed stone placed in one foot lifts
compacted to 95% Standard Proctor Density unless otherwise indicated or
specified.
I 3.07 UNAUTHORIZED EXCAVATION:
I
I 02220 - 5
I
I
I
A. When the bottom of any excavation is taken out beyond the limits indicated or
specified, backfill, at Contractor's expense, with Class A crushed stone compacted I
to 95% Standard Proctor Density.
END OF SECTION 02220 I
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02220 - 6 I
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SECTION 02270 ):>'-1 :;0 _
I SLOPE PROTECTION AND EROSION CONTROL 0-< - ~
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I PART 1 - GENERAL 07'- U)
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1,01 SUMMARY: )> ~
I A. Placement of silt fence, erosion control mat, engineering fabric, revetment stone,
and erosion stone.
I 1.02 REFERENCES:
I A. lOOT Standard Specifications.
I B. Iowa Department of Transportation Highway Division "Standard Road Plans
Manual", latest edition.
I 1.03 QUALITY ASSURANCE:
I A. Revetment stone and erosion stone shall meet the abrasion and durability
requirements of Section 4130 of the lOOT Standard Specifications.
I B. Engineering Fabrics '(geotextile) shall be of a non-woven material and conform to
the requirements of lOOT Engineering Fabric for Embankment Erosion Control.
1.04 STORAGE:
I A. Prior to use, geotextile shall be stored in a clean dry place, out of direct sunlight,
not subject to extremes of either hot or cold, and with the manufacturer's protective
I cover in place. Receiving, storage, and handling at the job site shall be in
accordance with the requirements in ASTM 0 4873.
I PART 2 - PRODUCTS
2.01 MA TERIALS:
I A. Except as amended in this document, the materials in this section will conform with
the following divisions and sections of the lOOT Standard Specifications:
I Division 41. Construction Materials.
Section 4130. Revetment Stone and Erosion Stone.
Section 4169. Erosion Control Materials.
I Section 4196. Engineering Fabrics.
I
I
I 02270 - 1
I
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I
I
PART 3 - EXECUTION
3.01 TECHNIQUES: I
A. Except as amended in this document, the work in this section will conform with the I
following divisions and sections of the lOOT Standard Specifications:
Division 25. Miscellaneous Construction. I
Section 2507. Concrete & Stone Revetment.
and the following lOOT Standard Road Plans: I
RC-5 Erosion Control Details (Wood Excelsior Mat)
RC-14 Slope Protection Details (Wood Excelsior Mat)
RC-16 Silt Fence I
3.02 SCHEDULE:
I A Silt fence shall be installed at locations indicated on the plans immediately upon I
completion of grading. Wood excelsior mat shall be placed and staked in seeded
areas of swales immediately following seeding. I
3,03 GEOTEXTILE:
I
I
A Surface Preparation I
I 1. The surface on which the geotextile is to be placed will be graded to the
neat lines and grades as shown on the plans. The surface will be I
reasonably smooth and free of loose rock and clods, holes, depressions,
projections, muddy conditions and standing or flowing water.
C'> <C I
~ ~ es Placement
0, :~ B~ 1. Prior to placement of the geotextile, the soil surface will be inspected for I
\j..:'. C") :...::: G quality of design and construction. The geotextile will be placed on the
::::::: - r <c approved surface at the locations and in accordance with the details shown
U- ~ 'G 3;: on the plans. The geotextile will be unrolled along the placement area and I
:;. 0 loosely laid (not stretched) in such a manner that it will conform to the
~, - surface irregularities when material is placed on or against it. The
geotextile may be folded and overlapped to permit proper placement in the I
designated area.
2. The geotextile will be joined by overlapping a minimum of 18 inches (unless
otherwise specified on the plans or by the manufacturer), and secured I
against the underlying foundation material. Securing pins, approved and
provided by the geotextile manufacturer, shall be placed along the edge of
the panel or roll material to adequately hold it in place during installation. I
Pins will be steel or fiberglass formed as a "U", "L", or "T" shape or contain
"ears" to prevent total penetration. Steel washers will be provided on all
but the "U" shaped pins. The upstream or up-Slope line will be inserted I
through both layers along a line through approximately the midpoint of the
02270 - 2 I
I
I
overlap. At horizontal laps and across slope laps, securing pins will be
I inserted through the bottom layer only. Securing pins will be placed along
a line approximately 2 inches in from the edge of the placed geotextile at
intervals not to exceed 12 feet unless otherwise specified. Additional pins
I will be installed as necessary and where appropriate, to prevent slippage or
movement of the geotextile. The use of securing pins will be held to the
minimum necessary. Pins are to be left in place unless otherwise
I specified.
3. Should the geotextile be torn or punctured, or the overlaps disturbed, as
I evidenced by visible damage, subgrade pumping, intrusion, or grade
distortion, the backfill around the damaged or displaced area will be
removed and restored to the original approved condition. The repair will
i consist of a patch of the same type of geotextile being used, overlapping
I the existing geotextile. Geotextile panels joined by overlap will have the
patch extend a minimum of 2 feet from the edge of any damaged area.
I 4. The geotextile will not be placed until it can be anchored and protected with
the specified covering within 48 hours or protected from exposure to
ultraviolet light. In no case will material be dropped on uncovered
I geotextile from a height greater than 3 feet.
I
I END OF SECTION 02270
I '"
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I 02270 - 3
I
I
SECTION 02510
HOT MIX ASPHALT PAVING, BITUMINOUS SEAL COAT, AND MILLING. I
PART 1 - GENERAL I
1.01 SUMMARY:
A. Furnish labor, materials, tools and equipment to prepare, shape, trim and compact I
subgrades to receive Hot Mix Asphalt paving.
B. Furnish labor, materials, tools and equipment to place and compact Hot Mix I
Asphalt paving.
C. Seal Coat. I
1.02 REFERENCES:
A. lOOT Standard Specifications. I
B. lOOT Supplement Specification 01014. I
1.03 QUALITY ASSURANCE:
A. Use adequate numbers of skilled workers who are thoroughly trained and I
experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods needed for proper performance of the I
work in this section.
B. Quality testing:
1. As per lOOT Supplemental Specification 01014, section 04 Quality Control I
Program.
PART 2 - PRODUCTS I
2,O~ MA1Ji.RIALS: I
-. 3:
,... ~: A;fQ Except as amended in this document, the materials in this section will conform with
'7'1 ; ~ ~ Cthe following divisions and sections of the I DOT Standard Specifications: I
u... 0
--.-.: ~ 0 Division 23. Surface Courses.
[C <?:; ?= <( SS-01014 Hot Mix Asphalt Mixtures.
:~ o<=- I
-- .z
g 0 Division 41. Construction Materials.
"..., Section 4126. Type B Aggregate for Hot Mix Asphalt.
Section 4127. Type A Aggregate for Hot Mix Asphalt. I
Section 4137. Asphalt Binder.
PART 3 - EXECUTION I
02510-1 I
I
I
3.01 TECHNIQUES:
I A. Except as amended in this document, the work in this section will conform with the
following divisions and sections of t~e IDOT Standard Specifications:
I Division 21. Earthwork, Subgrades and Subbases
Section 2122. Paved Shoulders.
I Division 22. Base Courses.
Section 2203. Hot Mix Asphalt Bases.
I Section 2212. Base Repair. ,..,
Section 2213. Base Widening. =
0 =
.,...
?O ::;;:
1'P -n
Division 23. Surface Courses. )>'--;J ::0
-
I SS-01014 Hot Mix Asphalt Mixtures. 0-'" - I
-- f'1 W iTl
Section 2307. Bituminous Seal Coat. --\ "" .'
Section 2316. Pavement Smoothness :<~ :P- O
-~) :z
I ~7' '-P.
Division 25. Miscellaneous Construction c:::>
Section 2529. Full Depth Finish Patches. )> U1
I Section 2530. Partial Depth Finish Patches.
3.02 OPENING TO TRAFFIC:
I A. Opening to traffic, including Contractor's vehicles, will not be permitted until the
pavement or surface treatment has cured sufficiently to prevent damage as
determined by the Engineer.
I B. Opening to traffic shall not constitute final acceptance.
I
I 3.03 COMPLETION OF WORK:
I
A. When traffic is allowed upon the pavement, the Contractor shall begin remaining
I work and clean up. All streets shall be finished and opened to the public as soon
as practicable.
I 3.04 AREAS TO BE OVERLA YED:
A. Not applicable to this project.
I 3.05 PAVEMENT MILLING
A. All existing asphalt pavement shall be milled to the elevalion of the original
I pavement across the full width of the pavement.
B. Except as noted herein, all asphalt millings remain the property of the City and will
I be delivered 10 the Iowa City Landfill located on Hebl Ave..
1. Pavement millings needed to construct temporary fillets shall be
I placed at all vertical edges to facilitate traffic.
II 02510 - 2
-
I
I
C. Pavement milling shall occur no sooner than ten (10) working days prior to overlay.
The exception to this would be if after removal of the old asphalt overlay, the I
existing surface could no longer support prolonged traffic, then the contractor
would be required to place the leveling course immediately following milling and
cleaning. I
D. A header joint shall be milled at full paving width at transitions where new Hot Mix
Asphalt Paving abuts an existing Portland Cement Concrete Paving. The PCC I
paving shall be milled at a depth of no less than two (2) inches over a paving
length of 8 feet. This milling shall be considered incidental to the Cleaning and
Preparation of Base item. I
3.06 CLEANING AND PREPARATION OF BASE
A. The Contractor shall be responsible for cleaning all surfaces prior to I
operation. All loose material shall be removed from the surface and cracks by
brooming or air blowing. The City's street sweeping crew and equipment will be
available to aid the Contractor with sweeping operations prior to cleaning each I
street on a one-time basis only. Any subsequent sweeping required will be at the
Contractor's expense.
3.07 AGGREGA TES I
A. Type. I
Ci'\ -<!.
'? v ~ 1. Type B aggregates shall be used in base mixtures.
cJ" ~Q
C' ~ '5 ~ 2. Type A aggregates shall be used in intermediate and surface mixtures. I
LU. C" '.J 0
_' - B. r Gradation.
u: ~ \;:::4- I
:; O~. A Yz-inch or %-inch mix shall be used on hot mix asphalt shoulders, and detour
g - pavements.
c--J
3.08 ADJUSTING STRUCTURES I
A. The Contractor shall adjust all existing manhole rings, valve boxes, catch I
basins, etc. within the existing pavement. This will include not only structures that
need to be adjusted up but also those structures that need to be adjusted down,
such as in the areas of full-depth grinding. The leveling course will be placed over I
the structure. The material over the casting will be removed and the casting will be
adjusted to lis" below the final finished grade. The street surface course will then be
placed. New castings to replace old will be provided by the City to be installed by
the Contractor where deemed necessary by the Engineer; however, the cost of I
any damage caused by the Contractor will be deducted from the Contractor's final
payment. Adjustment to final grade may be accomplished by raising the casting,
bricking and grouting under the casting or concrete adjustment rings. Any removal I
of existing pavement around the structures must be saw cut. No other methods
shall be used unless authorized by the Engineer. The gas and water companies
will furnish the necessary adjustment rings to the Contractor at no charge to adjust I
valve boxes.
02510-3 I
I
I
3.09 ASPHAL T BINDER
I A. Asphalt binder shall be PG 58-28 for hot mix asphalt shoulders and PG 64-22 for
detour pavements.
I 3.10 EXISTING STREET SURFACES
A. Where the proposed asphalt overlay meets an existing asphalt street
I surface, the existing surface shall be sawed and removed or milled as directed by
the Engineer so that a clean, smooth and durable joint will be made between
existing and proposed surfacing.
I 3.11 ASPHAL T CEMENT CONCRETE REPAIR
A. Asphalt concrete repair shall consist of removing the existing asphalt
I overlay, brick or any other material, and any unsuitable subbase; replacing
subbase as necessary; compacting subbase; placing and compacting full-depth
asphalt to the level of surrounding brick or asphalt. Multiple lifts may be necessary.
I Bricks removed for subbase or base repair shall be cleaned and delivered to the
Iowa City Street Department located at 3800 Napoleon Lane.
I 3.12 HOT MIX ASPHALT PLACEMENT
A. Lifts
I 1. HMA Shoulder - two (2) 3" courses overtopped by one (1) 2" course.
B. Compaction
I
1. Class 1 B compaction shall be used on all streets and divisions of this
project.
I 3.13 BITUMINOUS SEAL COA T AND SURFACE TREA TMENT WORK:
I A. Work shall conform to Standard Specification Section 2307 unless specified
otherwise in this document. Cover aggregate shall be %" GradatiorL21. Bit~inous
material shall be MC-3000. Primer shall be MC-70.' ~ () ~
I 3.14 STREETS TO BE SEAL COA TED: ~ i S; ~
==\0 eN
I A. Not applicable to this project :< ~ :> tj
-::D :It
1.15 PA VEMENT SMOOTHNESS: i 7' '-P.
J> c:>
I U1
A. Pavement Smoothness shall meet the requirements of Section 2316 of the Iowa
Department of Transportation Standard Specifications for Highway and Bridge Construction. The
pavement smoothness shall be determined by Schedule B of the Pavement Charts. Profilograph
I testing and evaluation will be preformed by the Owner. The Section 2316.08 for Payment shall
not apply to this project, there will be no smoothness incentive payment.
I END OF SECTION 02510
I 02510 - 4
-----
I
I
SECTION 02520
PORTLAND CEMENT CONCRETE PAVING I
PART 1 - GENERAL I
1.01 SUMMARY:
A. Furnish labor, materials, tools and equipment to prepare, install, shape, trim and I
compact subgrades to receive Portland Cement Concrete paving. .
B. Furnish labor, materials, tools and equipment to form, place, reinforce, finish, joint I
and cure Portland Cement Concrete roadways, parking area slabs, driveways, and
sidewalks at the locations and grades noted on the plans.
1.02 REFERENCES: I
A. lOOT Standard Specifications. I
1.03 QUALITY ASSURANCE:
A. Use adequate numbers of skilled workers who are thoroughly trained and I
experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods needed for proper performance of the I
work in this section.
0' <C
c: ~ 3 Quality testing: I
0' -0
C ,- 0::-
. ~;:: ::J-;>-= 1. Compressive Strength Tests.
L' , (-'-
'- (1') ~'-
_: - C. (.) 2. Entrained Air. I
- -
LL- ~ ~""'-
'~ (.) 53. Slump.
= - I
=
C'--' 4. Density Tests of Base and Subgrade.
PART 2 - PRODUCTS I
2.01 MA TERIALS:
A. Except as amended in this document, the materials in this section will conform with I
the following divisions and sections of the lOOT Standard Specifications:
Division 41. Construction Materials. I
Sections 4101 through 4122.
B. Aggregate durability class for all Portland Cement Concrete paving shall be Class I
3.
I
02520 - 1 I
I
I
PART 3 - EXECUTION
I 3,01 TECHNIQUES:
I A. Except as amended in this document, the work in this section will conform with the
following divisions and sections of the lOOT Standard Specifications:
.....,
Division 21. Earthwork, Subgrades and Subbases. =
I Q. =
0"
'Section 2111. Granular Subbase. ~O ::It
J;>==i -po -n
?::J
0-< -
Division 22. Base Courses. - \
I -0 ~ In
Section 2201. Portland Cement Concrete Base. ~h=.
Section 2212. Base Repair. ". 0
-:.D ~
Section 2213 Base Widening. ~7' 'P.
I J;> c:>
Division 23. Surface Courses. U1
Section 2301. Portland Cement Concrete Pavement.
I Section 2302. Portland Cement Concrete Pavement Widening.
Section 2310. Bonded Portland Cement Concrete Overlay.
Section 2316. Pavement Smoothness.
I Division 25. Miscellaneous Construction.
Section 2512. Portland Cement Concrete Curb and Gutter.
I Section 2515. Removal and Construction of Paved Driveways.
Section 2517. Concrete Header Slab.
Section 2529. Full Depth Finish Patches.
i Section 2530. Partial Depth Finish Patches.
I
3.02 CURING AND PROTECTION OF PAVEMENT:
I A. Curing compound shall be applied immediately following finishing of the concrete,
including back of curb.
I 3.03 ENVIRONMENTAL REQUIREMENTS:
A. When concrete is being placed in cold weather and temperatures may be expected
I to drop below 350F, the following requirements must be met for concrete less than
36 hours old:
I 24 Hour Temperature Forecast Coverinq
Minimum 35-320 F One layer plastic or burlap.
I Minimum 31-250 F One layer plastic and one layer burlap or two
layers burlap.
I Below 250 F Commercial insulating material approved by
the Engineer.
I B. Concrete shall be protected from freezing temperatures until it is at least five days
old.
. 02520 - 2
-----
I
I
C. Concrete damaged by cold weather shall be removed and replaced at the I
Contractor's expense.
D. Maximum allowable concrete temperature shall be 90' F. I
E. If concrete is placed when the temperature of the concrete could exceed 90' F, the
Contractor shall employ effective means, such as precooling of aggregates and/or I
mixing water, as necessary to maintain the temperature of the concrete as it is
placed below 90' F.
3.04 OPENING TO TRAFFIC: I
A. Opening to traffic, including Contractor's vehicles, will not be permitted until the
compressive strength of 6" dia. x 12" cylinders is at least 3,000 lb. per square inch. I
B. All joints in the pavement shall be cleaned and sealed prior to opening the street(s)
to traffic of any kind. I
C. Opening to traffic shall not constitute final acceptance.
3.05 COMPLETION OF WORK: I
A. When traffic is allowed upon the pavement, the Contractor shall begin remaining I
work and clean up. All streets and sidewalks shall be finished and opened to the
public as soon as practicable.
B. Contractor shall notify the Engineer if weather' conditions make it difficult to use Class M I
concrete, when specified.
END OF SECTION 02520 I
I
0" d.. I
'? v~
c.1\ 0:,-
,-... : :; LIJ - I
.....--' (~ ::-J~
u..: ~ 0-
:..-J - ;--0
- -
u- <X'- t:::"'-'-
,-<'2 Ot5 I
~~
"'" -
~
I
I
02520 - 3 I
I
I SECTION 02890
TRAFFIC SIGNALIZATION
I PART 1 GENERAL
I 1.01 - Section Includes
A. Electrical
I r-->
B. Conduit =
- =
o er-
e. Concrete Bases and Handholes ";; ::;;:
~Q ",. \1
D. Poles -" :;J, :;<::l
.> -
I o - \
E. Signals :::\ 0 c.> rn
F. Mast Arms =-<~ 5t 0
-::0
I G. Controller ~7' '-P.
H. Fiber Optic Cable J'" ~
I. Video Traffic Detection System
I
1.02 - Description of Work
I A. Electrical
This item includes furnishing and installing all electrical components in accordance with
I the Contract Documents.
B. Conduit
I This item includes furnishing and installing conduit fittings associated with traffic signals
in accordance with the Contract Documents.
I C. Concrete Bases and Handholes
I I This item includes furnishing and installing bases and handholes associated with traffic
signals in accordance with the Contract Documents.
D. Poles
I This item includes furnishing and installing the poles associated with traffic signals in
accordance with the Contract Documents.
E. Signals
I This item includes furnishing and installing the signals in accordance with the Contract
Documents.
F. Mast Arms
I This item includes furnishing and installing the Mast Arms in accordance with the
Contract Documents.
I G. Controller
This item includes furnishing and installing controllers in accordance with the Contract
Documents.
I H. Fiber Optic Cable
This item includes installation, termination, and testing fibers.
I
I I 02890-1
----
I
I. Video Traffic Detection System I
This work shall consist of furnishing and installing a system that detects vehicles on a
roadway using only video images of vehicle traffic and includes all hardware, software, I
equipment, labor, and materials necessary to complete the fully functioning system in
place.
1.03 - Submittals I
A. Submit test results as set forth in the Contract Documents.
B. Submit certificate of compliance indicating the materials incorporated into the Work I
comply with the Contract Documents.
C. The substitution of materials is allowed as set forth in General Conditions. I
D. Supplier shall submit five (5) copies of Shop Drawings of Signal Poles and Mast Arms to
the ENGINEER for review prior to manufacture of the mast arm assemblies.
Manufacture shall not begin until the Shop Drawings have been approved by the I
ENGINEER. The intent of the ENGINEER's review and apprDval is to assist the supplier
in interpreting the Specifications. ShDp Drawing approval shall not relieve the supplier
of the responsibility for errors in the Shop Drawing or the requirements of the I
Specifications.
E. Submit catalog cuts of each cDmponent incorporated into the project, showing the
selected equipment meets the specifications. I
1.~ Deli~, Storage and Handling
CR. D~\1.ID" only materials that fully conform to these Specifications, or for which substitution
0, 2 h~~en approved as set forth in General CDnditiDns. I
LL. ('? D trhe Bidder awarded the Contract shall complete the equipment list by writing in
~ - r CifJe name of the equipment manufacturer and catalDg number of each item listed
LL ~ 8 ~Ch he propDses tD install. BefDre beginning WDrk Dn the Project, the I
:.:; NTRACTOR shall submit three copies of the equipment list, and three copies
g catalog cuts for all materials supplied by the CONTRACTOR.
.....
2. Prior to ordering any materials the CONTRACTOR shall provide certification from I
the manufacturers of all electrical equipment, conduit, and cable stating said
I material complies with the Specifications.
B. Store material in accDrdance with the manufacturers' recommendations and in locations I
I which will minimize the interference with Dperations, minimize environmental damage,
and protect adjacent areas.
C. RemDve and dispose of unacceptable materials from the site in accordance with the I
Contract Documents.
1.05 - Scheduling and Conflicts I
A. Schedule WDrk tD minimize disruption of public streets and facilities.
B. Discontinue Work which will be affected by any cDnflicts discovered Dr any changes I
needed to accommodate unknown Dr changed conditions and notify the ENGINEER. I
1.06 - Special Requirements I
A. The use of explosives is nDt permitted unless provided for in the special provisions of
the CDntract DDcuments. I
B. All work and materials incorporated into this PrDject shall conform to all applicable local,
state, and Federal requirements.
02890-2 I
I
I C. The CONTRACTOR shall be prepared to furnish, upon request from the ENGINEER, a
sample for evaluation, of any item or material which he proposes to furnish for this
Project.
I D. Any modifications of the installation are subject to the approval of the ENGINEER.
E. Unless otherwise specified in the Contract Documents, the installation of all signal
equipment shall be in accordance with the Traffic Signal Manual of the International
I Municipal Signal Association (IMSA).
r-"
F. The painted surface of any equipment damaged in shipping or inst9.!lation ~all be
retouched or repainted in a manner satisfactory to the ENGINEER. ~O;$-I\
I ~ ~ \
7::-\ -;::::.
PART 2 PRODUCTS 0.-;; -z, \-G.
2.01 - Electrical ::2. C -e 0
I - ~ II :...>
A. Service Conductor (Power Cable) shall be 600 volt, single conductor cabl~ co~ly
with 4185.12 of the Standard Specifications and shall be U.L. listed for type SE.';B1e
sheath shall be black for the positive cable and white for the negative cables? cJl
I B. Signal cable shall be solid and conform to the requirements of IMSA 19-1 or 20-1, or
latest revision thereof. The number and size of conductors shall be as specified on the
plans.
I c. Loop detector lead-in cable shall conform to the requirements of IMSA 50-2, latest
revision thereof.
I D. Detector loop wire. shall conform to the requirements of IMSA 51-5, latest revision
thereof. The encasing tube shall be polyvinyl chloride. Detector loop sealant in
pavement saw cuts and holes shall be a flexible embedding sealer.
I E. Connectors shall be either insulated spring steel connectors or insulated set screw
connectors. The spring shall have sharp edges, round edges will not be approved.
The set screw connectors shall be ldoal, Serio€):30 200; Holub, Catalog No. 10 :307,
I Modol SS 2 or approved equal.
Connectors shall be approved by the ENGINEER prior to incorporation in the Work.
F. Communication and Interconnect Cable (For Underground Installation)
I 1. Fiber Optic Cable 6 strands of Multi-model 6 strands of single-mode
2. Pairs. There shall be six pairs of conductor.
3. Conductors. The conductors shall be of No. 22AWG solid annealed copper.
I 4. Insulation. The insulation shall be high-density polyethylene or polypropylene.
5. Color Code. The color code used to identify the individual conductors and pairs
I shall be the Standard Telephone Paired Color Code.
6. Twining. Individual conductors shall be twisted into pairs with varying lays to
minimize crosstalk and with specified color combinations to provide pair
I identification. All pairs shall meet electrical requirements.
7. Cable Assembly. All pairs shall be assembled in a single group, and packed with
a petroleum jelly like compound.
I 8. Core Covering. The core shall be covered with a nonhydroscopic dielectric tape.
9. Shield. The core and core covering shall be completely surrounded by an
electrically continuous, corrugated, .008 inch thick, polyolefin coated, aluminum
I tape, applied longitudinally with overlapped edges.
10. Jacket. The overall jacket shall be made of virgin, black, low density, high
molecular weight polyethylene.
I 11. Electrical Characteristics
I. Capacitance Unbalance
I 02890-3
I
ii. Pair to Pair 100pF/kft
iii. Pair to Ground 800pF/kft I
IV. High Voltage Test. doc Voltage for 3 seconds.
v. Conductor -to-conductor 3600V I
vi. Conductor-to-shield 10,000V
VII. doc Conductor Resistance @ 20 deg. C 17.4 Ohms/kft Maximum
viii. Resistance Unbalance I
U\ :<( IX. Maximum Average 1.5%
0
6" ;;> Maximum Individual 4.0%
:>:::::>x. I
C -- ceO. Mutual Capacitance Deviation
Uj-XI.
u.: <;~.:c 'r"
('") UI-XII. Maximum rms 3.0%
- - i:::: U xiii. Average Mutual Capacitance 83_+7 nF/mile I
LL r>:::
~S O~ xiv. Far End Crosstalk loss 150kHZ @ 20 deg.C.
L<:"l
= Oxv. rms Minimum 73 dS/kft
= I
"" xvi. Minimum Individual 63 dS/kft
xvii. Minimum Insulation Resistance @ 20 deg.C.
xviii. 10,000 Megohm-Mile I
G. Self-Supporting (Figure 8) Communication Cable
1. Self-Supporting (Figure 8) communication cable shall meet all requirements of
Paragraph 2.01 F for communication and interconnect cable except that the cable I
assembly is not required to be packed with petroleum jelly.
2. Self-Supporting (Figure 8) communication cable shall contain a messenger cable ,
made of extra high strength, y.. inch, 7 strand, Class A galvanized, steel of 6600 I I
pound breaking strength.
H. Tracer wire shall be a #10 AWG wire single conductor, stranded copper, Type THHN,
with UL approval and orange jacket. I
I. Ground rods shall be high strength steel rods with chemically bonded copper coverings
to provide high conductivity and to prevent electrolytic action. Rods shall be full length
as shown on the plans and shall have a nominal diameter of five-eighths inch unless I
otherwise specified. Ground rods shall conform to the requirements of IMSA
specification No. 62-1956.
J. All ground wires shall be #6 AWG, bare, solid annealed copper wire unless otherwise I
specified on the plans.
K. All electrical equipment shall conform to the standards of the National Electrical
Manufacturers Association (NEMA). All Work shall conform with the requirements of the I
National Electrical Code. All miscellaneous electrical equipment shall be approved.
L. Circuit breakers shall conform to manufacturer's requirements. I
M. Video Traffic Detection System:
1. Cameras shall be AUTOSCOPE color cameras.
2.02 - Conduit I
A. Galvanized rigid steel conduit (R.S.) shall meet the requirements of ANSI Standard I
Specification C 80.1, latest revision. The number and size of conduits shall be as called
for on the plans. Conduit shall be of standard length with each length bearing the UL
approved label. INTERDUCT conduit may be used in place of rigid steel conduit
B. Polyvinyl Chloride (PVC) conduit shall be Schedule 80. Conduit shall be of standard I
length with each length bearing the UL approved label.
02890-4 I
I
I C. Conduit fittings shall conform to the requirements of ANSI Standard Specification C
80.4, latest revision. All fittings used with rigid steel conduit shall be galvanized steel.
Fittings of aluminum or zinc alloys are not acceptable.
I D. Unless otherwise specified, all conduit used for the electrical system shall be galvanized
rigid steel having the Underwriters Laboratories approval.
E. Conduit couplers shall be threaded-type.
I 2,03 - Concrete Bases and Handholes
I A. Concrete for bases shall be Class "C" structural concrete, C-4 mix.
B. Reinforcement for bases shall meet the requirements of Section 2404 of the lOOT
Standard Specifications for Highway and Bridge Construction, Current Series.
I C. Plastic loop hand holes shall be Strongwell/Quazite PT/L T, or an approved equal.
D. Precast concrete handholes shall be placed on course aggregate ba~, 10w~OT
Specification 4109, Gradation NO.5. 0 ';.
I E. Lid for precast concrete hand hole shall be cast-iron. Cover shall be Type ~'~he~recfT\
top), with minimum weight 165 pounds. Manufacturer's name and "TRAF~ IGNALS"P
lettering shall be cast on top of the cover ~O (N rn
I F. Precast concrete pipe used in constructing hand hole shall be Type 2000-D~ S; s: 0
I G. Handhole cable hooks shall be galvanized according to ASTM A 153. ~7' '-?
:v- ~
I I 2.04 - Pole and Mast Arm Assembly
A. General
I 1.. The mast arms, support poles, and lumina ire arms shall be continuous round steel
poles of the anchor base type. The poles and mast arms shall be a minimum of 7
gauge fabricated from one length of steel sheet with one continuous arc welded
I vertical seam, unless otherwise approved by the ENGINEER. The poles and mast
arms shall be fabricated from corrosion resistant steel meeting requirements of
ASTM A595, Grade C, and A606, Type 4 sheets (with minimum chemical
I requirements of A588, Grade 0), and the base and flange plates shall be
fabricated from A588 structural steel. After manufacture, poles and mast arms
shall have minimum yield strength of 48,000 p.s.i. The base plate shall be
attached to the lower end of the shaft by a continuous arc weld on both the inside
I and outside of the shaft.
B. Mast Arms
I 1. The mast arms shall be designed in accordance with the AASHTO Standard
Specifications for Structural Supports for Highway Signs, Luminaries and Traffic
Signals and designed to support traffic signals and/or signs as shown on the
I attached tabulation. They shall be certified by the Fabricator that the mast arms
are capable of withstanding winds up to 100 miles per hour without failure. The
length of the mast arms shall be as specified on the Schedule of Prices.
2. When loaded with the signals and signs the mast arms shall have a slight rise.
I Unloaded the maximum angle between the mast arm and horizontal shall be 4
degrees, unless approved by the ENGINEER.
I
I
I 02890-5
I
C. Poles
I. The pole shall be designed to support the mast arm so when it is equipped with I
the traffic signals and/or signs it will provide a minimum of 16.0 feet and a
maximum of 19.0 feet clearance from the street surface to the bottom of the signal I
heads or signs.
2. The pole shall be equipped with two reinforced handholes with covers (4"x6-1I2"
minimum). One hand hole shall be located 18 inches above the base and 180 I
degrees with respect to the mast arm. The second hand hole shall be located
directly opposite the traffic signal mast arm. Securing the cover to the pole shall
be done with the use of simple tools.
3. A lug shall be provided in the pole base near the hand hole to permit connection of I
a #6 AWG grounding wire.
D. Signal Pole and Mast Arm Loading I
I. Traffic signal poles and mast arms shall be fabricated according to the standard
Specifications assuming the following signal head and signing loads:
i. Maximum Loading for Arms 36 to 47 Feet Long I
Ci' 5-section head on end, 24"x30" sign centered 2 ft. inboard, 3-section head
C> ~ 12 ft. inboard, 3-section head 24 ft. inboard, 18"x60" metro sign centered 28
c;.. ~O ft. inboard, 2 3-section pole mounted heads, 2 2-section pole mounted I
r--- :J: -- pedestrian heads, luminaire, 6" back plates on all signal heads.
l-- ,-- lJJ _
Li-: .-lj::" Maximum Loading for Arms greater than 47 Feet Long
()_II.
~ C") ?:-D 5-section head on end, 24"x30" sign centered 2 ft. inboard, 3-section head I
- -
LL cc; 12 ft. inboard, 24"x30" sign centered 14 ft. inboard, 3-section head 24 ft.
...:: -<
,- 03- inboard, 3-section head 36 ft. inboard, 18"x60" metro sign centered 28 ft.
~'" 0
= inboard, 2 3-section pole mounted heads, 2 2-section pole mounted I
=
~ pedestrian heads, luminaire, 6" backplates on all signal heads.
E. Pole and Mast Arm Mounted Signs
I. The CONTRACTOR shall furnish and install all mast arm mounted and pole I
mounted signs shown on the traffic signal plans. All signs shall conform to the
Manual on Uniform Traffic Control Devices. Prior to fabricating the street name
signs, the CONTRACTOR shall submit Shop Drawings to the ENGINEER for I
review, detailing the legend, sign dimensions, and sign colors, and materials.
2. Sign mounting may be either a manufactured mounting bracket from a vendor or
support bracketry assembled by the CONTRACTOR. All steel support bracketry I
shall be galvanized and the banding shall be stainless steel. Either method shall
hold the sign firmly in place in winds up to 100 mph.
3. The above Work shall include furnishing and installing all necessary signs, I
mounting brackets, stainless steel banding, and miscellaneous hardware to
complete the sign installation in place.
4. A J-hook wire support shall be provided 6" to 12" above and 90 degrees with I
respect to the opening for each mast arm and luminaire arm. The J-hook shall be
a curved 3/8" diameter steel bar.
F. Finish I
I. The poles and mast arms shall be galvanized steel with no powder coating.
I. Surface Preparation
Steel plates shall be blast cleaned as necessary to remove rolled-in mill I
scale, impurities, and non-metallic foreign materials. After assembly, all
weld flux shall be removed. I
I 02890-6 I
I
I The iron or steel shall be degreased by immersion in caustic solution,
pickled by immersion in sulfuric acid, and rinsed clean from any residual
effects of the caustic or acid solutions by immersion in a fresh water bath.
I Final preparation shall be done by immersion in a concentrated zinc
ammonium chloride flux solution with an acidity maintained between 4.5-5.0
pH. The assembly shall then be air dried to remove any moisture remaining
I in the flux coat and/or trapped within the product.
II. Zinc Coating
The assemblies shall be hot-dipped galvanized to the requirements of either
I ASTM A123 (fabricated products) or ASTM A153 (hardware items) by
immersion in a molten bath of prime western grade zinc maintained between
810-850 degrees Fahrenheit. Maximum aluminum content of the path shall
I be controlled to 0.01% and Flux ash shall be skimmed from the bath surface
prior to immersion and extraction of the assemblies to assure a debris free
coating.
iii. Top Coat
I All galvanized exterior surfaces visually exposed shall be coated with a
Urethane or Triglycidyl Isocyanurate Polyester Powder to ..JJlinimu@1; film
I thickness of 2.0 mils. The coating is to be electrostatica~~li~and
cured in an oven by heating the steel substrate to betwee' 2 an~OO\1
degrees Fahrenheit. C) - r==
, w m
I IV. Color :::4 0 .\
'. -<.r: :::=> \"'I
The poles shall be galvanized steel. -_ gj :;: V
v. Packaging ~?' '-?
I All parts shall be packaged, wrapped, or cradled in a manne;pwhich ~II
insure arrival at the destination without damage to the surface.
G. Hardware
I 1. The mast arms and poles shall be equipped with all necessary hardware, shims
and anchor bolts to provide for a complete installation without additional parts.
2. The anchor bolts shall meet the requirements of ASTM A36 or approved equal.
I 3. Bolts attaching the arms to the pole shall meet the requirements of ASTM A325 or
approved equal.
I 4. The anchor bolts shall be hot dip galvanized for a minimum of 12 inches on the
threaded end. The anchor bolts shall be threaded a minimum of 6 inches at one
end and have a 4 inch long 90 degree bend at the other end. The Fabricator shall
I submit drawings for the anchor bolts and base plate design. All hardware shall be
steel, hot dipped galvanized meeting the requirements of ASTM A 153, Class D, or
shall have an electrodeposited coating of the same coating thickness, and so
designed for this purpose.
I 5. Anchor bolt covers, pole top covers, and mast arm end covers shall be gray cast
iron castings conforming to ASTM Designation: A48 Class 30. Items supplied
with powder coated galvanized poles shall be powder coated to match the poles.
I H. Luminaire Extension
1. All mast arm assemblies will require luminaire extensions as noted in the plans.
I The pole for the luminaire extension shall provide a continuous shaft as required
for the mast arm.
2. The pole for the luminaire extension shall be vertical, unless approved by the
I ENGINEER. Luminaire arm shall be a single curved arm, unless otherwise noted
on the plans.
I I 02890-7
I
3. The end of the luminaire arm shall provide a 3D-ft. luminaire mounting height,
unless otherwise noted on the plans. I
2.05 - Signals I
A. General
I. The signal heads shall be complete with all fittings and brackets for a complete
installation. Each signal shall consist of a main body assembly, optical units, I
necessary screws, wing nuts, eyebolts, etc., and shall be delivered completely
assembled. All hardware including hinge pins, wing nuts, eye bolts or latch bolts
shall be made of a solid non-corrosive metallic material to prevent seizure or I
corrosion by the elements. Each signal shall be smooth both inside and outside
and shall contain no sharp fins or projections of any kind. The doors and visors
shall be flat black. All metal parts shall be painted with one coat of primer and two I
coats of a high grade Federal Black enamel. All parts of the vehicle signals shall
be in compliance with the last ITE Report on Adjustable Face Vehicle Traffic
Control Signal Heads. I
2. The electrical and optical system of the signal head shall be designed to operate
on 115 volt, single phase, 60 Hertz alternating current.
3. All exterior surfaces shall be black. I
4. Main Body Assembly of the signal unit shall consist of one or more polycarbonate
sections have integral cast serrations so when assembled with the proper brackets
they may be adjusted in increments and locked securely to prevent moving. The I
sections shall be designed so that when assembled they interlock with one
another. All joints between sections shall be waterproof. The sections shall be
held firmly together by locknuts or other means approved by the ENGINEER. Any I
open end on an assembled signal face housing shall be plugged with an ornament
cap and gasket.
Cl' &.. Doors and Optical Units I
o "7-' The doors shall be made of polycarbonate. Each door shall be of the
.' -./ 0 I.
G' e~ hinged type and shall beheld closed by a wing nut or other approved means.
r-" ',:;;. ~-r The hinge pins shall be designed so that the doors may be easily removed
~ (- -..- I
' O'~ and reinstalled without the use of special tools. Each door shall have a
IJ-: ~ <.)
\ ~ polycarbonate visor designed to shield each lens. The inside of each visor
~ ...- -4-
;,...-- ~ -:::~ shall be flat black.
U- ....:. 0
",":: 9 The optical system shall be so designed as to prevent any objectionable I
..P .
<g reflection of sunrays even at times of the day when the sun may shine
C-'
directly into the lens. When the door of the optical unit is closed, all joints in I
the assembly between the interior and exterior of the reflector shall be
closed against suitable gaskets in order that the units may be dust tight.
Between the door and the lens, there shall be a neoprene gasket securely
fastened around the outer surface of the lens. Said gasket to be engaged I
by the rim of the reflector holder when the door is closed to render the union
between the reflector holder and the door assembly dust tight.
Ill. The reflector shall be parabolic in design and made a specular Alzak I
aluminum.
iv. The reflector holder shall be of non-ferrous or rust proofed metal and
designed to separately support the reflector and socket in proper relation to I
the lens. The reflector holder shall be hinged to the left-hand side of the
signal body when viewed from the front. On the right-hand side, the
reflector holder shall be held in place by a spring catch or other quickly I
releasable means.
02890-8 I
I
v. Both the hinge device and the spring catch or equivalent shall be of a
I flexible nature which will permit the reflector holder to be pushed inwardly for
at least one-sixteenth of an inch and to align itself correctly with the lens
I when the door of the optical unit is closed and pressed against the rim of the
reflector holder. By such means, the joint between the reflector holder and
the lens shall be rendered dust-tight. It shall not be necessary to remove
any screws or nuts in order to swing the reflector holder out of the body
I section to obtain access to the light socket.
VI. The socket shall be arranged with a lamp grip so it will be impossible for the
lamp to be loosened by vibration.
I 6. The wire entrance fitting shall be made of malleable iron or other approved
material equipped with a standard 1-1/2" pipe fitting for attachment to the signal
head. It shall be provided with weatherproofing means so that when it is attached
I to the top of the signal a weatherproof assembly results. Positive locking means
shall be provided so that the signal cannot loosen from the fitting. The fittiQ9 shall
be provided with an insulation bushing at the point where wires e~r. Th~tting
I shall be provided with self-locking features to prevent the signal he!ili~m iiJ1;ninffi
out of directional adjustment in a strong wind. It shall be painted in eolgt to jEatchf:
that of the signal. <:) 0 c..) f\\
I B. Vehicle Signals ::2 ~ ~ 0
1. In addition to meeting the requirements of Section A., Vehicle Signa\5&.!.ili1l wet
the following requirements: z/'- ;;
I I. All signal indications shall use Light Emitting Diode (LED) Vehicl~ignal ()1
Modules. All lenses shall be prismatic and long range. The lenses shall be
12 inches in diameter. All lenses shall be made of vandal resistant
I polycarbonate or acrylic plastic free from bubbles and flaws. The lenses
shall meet the light transmittivity and chromaticity standards established by
the ITE Standard for Adjustable Face Vehicle Traffic Control Signal Heads.
I II. The lamp socket shall have a 3" light center length. Each socket shall be
provided with one black lead from the socket and one white lead from the
shell. Lead shall be of 18 gauge, stranded wire per MIL-W-76A
I Specifications.
iii. Visors shall be of the tunnel type not less than eight inches in length and
shall be designed in a manner such that the visor may be easily installed or
I removed from the signal head.
IV. A terminal block shall be mounted in the back of the second section of the
signal head. The terminal blocks shall be secured at both ends.
I v. Signals shall be shipped completely assembled with tunnel visors attached
to the signal door.
C. Pedestrian Signals
I 1. In addition to meeting the requirements of Section A., Pedestrian Sigmils shall
meet the following requirements:
I. Pedestrian signals shall consist of two signal sections with rectangular
I lenses and mounting attachments. The upper section shall display a "Hand"
symbol and the lower shall display a "Walking Person" symbol unless
otherwise noted on plan sheets. The two sections shall be of such design
I and construction as to fit rigidly and securely together with or without a
spacer. No spacer shall be more than Y, inch thick. The signals shall.
operate with LED.
I II. The lenses shall be either sanded or prismatic lenses. The lenses shall be
made of vandal resistant polycarbonate or acrylic plastic. The symbols on
I 02890-9
I
these lenses shall be at least 12 inches high and shall be designed to
produce a maximum visibility both day and night. The Walk symbol shall be I
White LED modules and the Don't Walk symbol shall be Portland Orange
LED. Both messages shall be screened on the lenses with a material which
0\ will not crack or peel. The background or field around both messages shall I
::' ::;:( be black.
C' C7\ >:::: ~i. Each signal lens shall be equipped with a visor not less than seven inches in
U,' ;~ ~O length, which encloses the top and both sides of the lens. I
_ p, MeS~g Assemblies
[; ;::;;::l- c.Mounting assemblies shall consist of 1-1/2 inch standard pipe and fittings. All
:s c=~embers shall be so fabricated such that they provide plumb, symmetrical I
,..... U ~rrangement, and securely fabricated assemblies. Construction shall be such that
=, n
~ =11 conductors are concealed within assemblies. Cable guides shall be used to
support and protect conductors entering assembly through poles. All threads shall I
be coated with rust preventive paint during assembly.
2. Support brackets, trunnions, and fittings shall be made of cast aluminum, steel, or
cast iron. Bracket parts except for stainless steel parts shall be given one prime I
coat of metal primer and two coats of high quality" Black exterior enamel.
3. Mounting assemblies shall be watertight and all open segments of the fillings shall
be plugged with an ornamental plug and a gasket. I
4. Mast arm mounting brackets shall be furnished with a completely adjustable
stainless steel strap around arm, malleable clamp casting, vertical support tube,
top and bottom signal head support with set screws, bolts, hole with rubber I
grommet in mast arm, and all incidentals necessary for complete installation.
5. Brackets for mounting the signal head on top of a pedestal shall provide support
for both the top and bottom of the signal head. I
E. Each signal shall be packed or crated separate and complete by itself. The outside of
each package or crate shall clearly show the manufacturer, type, catalog number,
Purchaser purchase order number and project. Mounting attachments may be shipped I
separate from the signals, but the boxes or crates shall be marked clearly with the same
information as the signals. Mounting attachments of different types shall not be mixed
in one box or crate. I
2.05.1 - Traffic Signal Lamps
A. LED Vehicle Signal Module I
LED Vehicle Traffic Signal Modules shall comply with the latest reVISion of the
"Equipment and Material Standards of the Institute of Transportation Engineers: Chapter I
2a: VTCSH Part 2: Light Emitting Diode (LED) Vehicle Signal Modules (Interim)"
Note the following:
o "Section 5,5 Dimming (Optional)" is not required. I
o "Section 5.8 Failed State Impedance (Optional)" is required.
o Compliance with all other sections of this standard is required. I
2.05.2 - Backplates
A. Backplates shall be 0.125 inch thick thermoplastic and provide a minimum of a 5 inch I
black field around the assembly. Corners of the backplates shall be rounded with a 2'h-
inch radius.
B. Backplates shall be supplied with attaching bolts or screws in sufficient quantity to I
securely hold the backplates to the signal heads.
02890-10 II
I
I 2.05.3 - Aluminum Traffic Signal Pedestal
A. The pedestal shaft shall be fabricated of aluminum tubing with a wall thickness of not
I less than 0.125 inches. Shaft shall have a brushed aluminum finish.
B. The shaft shall be attached to a square cast-aluminum base with a handhole. The size
of the hand hole shall be at least 8Y, inches by 8Y, inches and equipped with a cover,
I which can be securely fastened to the base with the use of simple tools. A lug shall be
provided near the handhole to permit connection of a #6 AWG grounding wire.
C. The length of the pedestal, from the bottom of the base to the top of the shaft, shall be
I 10 feet. The top of the shaft shall have an outer diameter of 4 Y, inches and shall be
designed to receive a pole top mounting bracket to a traffic signal.
D. Pedestals shall be equipped with all necessary hardware, shims and anchor bolts to
I provide for a complete installation without additional parts.
E. The pedestal base shall be designed to mount on four %-inch anchor bolts spaced
evenly around a 12%-inch diameter bolt circle.
I 2.05.4 - Pedestrian Push Button Detectors
I A. Pedestrian push button detectors shall be of the direct push contact type without levers,
handles or toggle switches. Each detector shall consist of a pressure activated non-
moving button mounted in a durable case. The button shall have a two tone audible and
visible momentary LED light. The button shall be entirely insulated from the case and
I operating button with terminals for making connections. The case shall have one outlet
for Y, inch pipe. The operating button shall be made of brass or other non-rusting metal
alloy and shall be of sturdy design. This button shall be weatherproof. The entire
I assembly shall be weathertight, secure against electrical shock and of such construction
as to withstand continuous hard usage. The contacts shall be normally open and no
current flowing except at the moment of actuation.
r->
I B. A saddle shall be provided if necessary to secure a rigid installation and n~t fit. g
C. Push button detectors shall be given one prime coat of metal primer an~ c~ of ,
high quality black exterior enamel.' y::::i ~ -n
I 0-< - p::
:::::j0 c.:> ill
2,06 - Controllers . =-<- ~ St tJ
I A. Controllers shall be Eagle EPAC 3808M40. 5~ \D
B. Controllers should be fiber communications unless specified differently on p~ sheeti, .
C. Cabinet . c.1l
I l. Basic Construction. The controller and all associated equipment shall be provided
'in weatherproof metal cabinet of clean-cut design and appearance. The controller
cabinet must be 44"W x 28"0 x 54"H to accommodate a future master control unit
I (under separate contract, unless specified in the plans). The cabinet must be fiber
ready.
2. Construction Material. The cabinet shall be constructed of sheet or cast
I aluminum.
3. Door. A hinged door shall be provided permitting complete access to the interior
of cabinet. When closed, the door shall fit closely to gasketing material, making
I the cabinet weather and dust resistant. The door shall be provided with a strong
lock and key.
4. The door shall be designed to be opened only with the standard controller
I cabinet key currently used by the City of Iowa City. A sample key will be made
available to the successful bidder.
I 02890-11
I
S. Auxiliary Door. A small, hinged and gasketed "door-in-door" shall be included on I
the outside of the main controller door. The auxiliary door shall not allow access
to the controller, its associated equipment, or exposed electrical terminals but
shall 'allow access to a small switch panel and compartment containing a signal
shutdown switch, a flash control switch, and other specified functions. I
The auxiliary door lock shall be equipped with a strong lock utilizing keys of a
different design from those provided for the main cabinet door.
The auxiliary door lock shall be designed to be opened only with the standard I
auxiliary door key used by the City of Iowa City. A sample key will be made
available to the successful bidder.
6. Door Stop. The controller cabinet door shall be provided with a stop and catch I
arrangement to hold the door open at angles of both 90 degrees and 180 degrees,
:I: 10 degrees. I
7. Mounting Shelves. The cabinet shall contain strong mounting table(s) or sliding
way(s) to accommodate the mounting of the controller and all included auxiliary
equipment. The mounting facilities shall permit the controller and/or auxiliary I
equipment to be withdrawn from the cabinet for inspection or maintenance without
breaking any electrical connections or interrupting operation of the controller.
8. Mounting Screws. Screws used for mounting shelves or other mounting purposes
co <( shall not protrude beyond the outside wall of the cabinet. I
C> :::d?30utlet and Lamp. An electrical outlet shall be furnished and located in an
0"
(l :.2 ~Oaccessible place near the front of the cabinet and each cabinet shall be provided I
LL: ~ ;>-with a goose neck light mounted in the cabinet in a manner wbich will provide
("') o tpdequate light to service <;III parts of the cabinet interior during nighttime hours
-. -
U_ = j::. Size, Type and Mounting.
'- t:!D3Size. The cabinet shall be 44"W x 28"0 x 54"H to adequately house the I
:r::
-.0 Qontroller, all associated electrical devices and hardware, and other auxiliary
=
=
"'" equipment herein specified.
II. Mounting. The cabinet shall be arranged and equipped for concrete base I
mounting. Sufficient galvanized anchor bolts, clamps, nuts, hardware, etc., as
required for the specified mounting type shall be furnished with each cabinet.
12. Ventilation. A thermostatically controlled duct fan unit with a minimum rating of I
1 00 CFM in free air shall be installed in the cabinet to provide forced air ventilation
through the cabinet. The fan unit shall be mounted to the inside top of the cabinet I
and shall be easily removed and replaced without having to dismantle any part of
the cabinet or exhaust duct system. The thermostat controlling the fan shall be
manually adjustable to turn on between 90 degrees F and 150 degrees F with a
differential of not more than 10 degrees F between automatic turn-on and turn-off. I
The fan shall intake air through filtered vents located near the bottom of the
cabinet or cabinet door and exhaust it through a weather-proof, screened duct
located near the top of the cabinet. Fiberglass type dry filters shall be used to I
cover the air intakes into the cabinet. These filters shall be easily removed and
replaced and be of standard dimensions commercially available. The filters shall
be provided with positive retainment on all sides to prevent warpage and entry of I
foreign matter around the edges.
13. Connecting Cables, Wiring and Panels.
I. Connecting cables. Electrical connections from the controller (and auxiliary I
devices when inclUded) to outgoing and incoming circuits shall be made in
such a manner that the controller (or auxiliary device) can be replaced with a
similar unit, without the necessity of disconnecting and reconnecting the I
individual wires leading therefrom. This can be accomplished by means of a
multiple plug, a spring-connected mounting or approved equivalent
02890-12 I
I
I arrangement. Correlation shall be made with connecting cable plug and
controller jack as described in Subsection 2.2., Section A of this specification.
In addition to the above, a mating plug/cable assembly shall be provided for
all connectors on the controller (or auxiliary device).
I II. Panels and Wiring. Each cabinet shall be furnished with suitable, easily
accessible wiring panel(s). All panel wiring shall be neatly arranged and firm.
iii. Wiring Terminals. Terminals shall be provided, as a minimum, for the
I following:
, . Terminal with N.E.C. cartridge fuse receptacle, fuse, power line switch or
I magnetic circuit breaker, with integral power line switch. for the incoming
power line.
. Terminal, unfused, for the neutral side of the incoming power line.
. Terminals and bases for signal load switches, and outgoing signal field
I circuits.
. Terminals and bases for signal flasher and outgoing signal field circuits.
. Terminals for detector cables.
I . Terminals for all required auxiliary equipment.
. Terminals for all conflict monitor inputs and outputs.
. Terminals for all NEMA defined inputs and outputs
I . Terminals for all inputs and outputs defined by the controller
manufacturer which may be in addition to the NEMA defined inputs and
outputs.
I 14. Clearance Between Terminals. Adequate electrical clearance shall be provided
between terminals. The controller, auxiliary equipment, panel(s), terminals and
I other accessories shall be so arranged within the cabinet that they will facilitate
the entrance and connection of incoming conductors.
1 S. Signal Circuit Polarity. The outgoing signal circuits shall be of the same polarity
I as the line side of the power service; the common return of the same polarity as
the grounded side of the power service.
16. Grounding Conductor Bus. An equipment grounding conductor bus shall be
I provided in each cabinet. The bus shall be grounded to the cabinet in an
approved manner.
17. Fusing and Surge Protection.
I 18. Incoming AC Line. Suitable overcurrent protection, utilizing one of the methods
described in Subsection A.13.4.2.1, shall be provided.
19. Branch AC Circuits. Suitable overcurrent protection devices shall ~ proviGlfid for
=
I each of the following AC power line input circuits: . ~::::.
i. Controller mechanism ):>-g ~ JJ
ii. Cabinet fan Q Z; \
I ... C fl't 't 20 m
111. on Ie manl or i ~ .
-1'1 "
iv. Detector amplifiers 5::0 :z U
, -.D
I v. Flash transfer . ~/ ..
20. Light & Outlet Fuse. A 15 ampere fuse and indicating type of fuse hoilrer, wir~ in
advance of the main circuit breaker for protection of the AC power input circuits to
I the cabinet light and the convenience duplex receptacle shall be provided. The
Cabinet light shall be a goose neck type.
21. Surge Protection High energy transient surge protection shall be provided on the
I incoming AC power lines in order to minimize potential controller damage. This
shall be a gas discharge lightning arrestor - 200-400 volts. A second such device
shall be provided on the AC power line to the controller unit.
I I 02890-13
,
_.J
I
22. Painting. The cabinet shall be natural, unfinished aluminum.
23. Plastic Envelope. A heavy-duty clear plastic envelope shall be securely attached I
to the inside wall of the cabinet door. Minimum dimensions shall be 11 inches
wide x 14 inches deep.
24. Cabinet shall have a battery back system with an automatic transfer switch. The I
unit shall flash the signals. Batteries shall be mounted in a small side mount
cabinet.
D. Guarantee. The equipment furnished shall be new, of the latest model fabricated in a I
first-class workmanlike manner from good quality material. The manufacturer shall
replace free of charge to the purchaser any part that fails in any manner by reason of I
defective material or workmanship within a period of 18 months from date of shipment
from the supplier's factory, but not to exceed one year from the date that the equipment
was placed in operation after installation.
E. Wiring Diagrams and Documentation I
One documentation package shall be supplied in each controller cabinet and three
additional copies will be supplied for office use. Each package will consist of the I
following list of items for the cabinet and load facility and for each model of controller,
conflict monitor, load switch, and flasher.
i Complete schematic diagram, accurate and current for unit supplied.
ii Complete physical description of unit. I
iii Complete installation procedure for unit.
iv Specifications and assembly procedure for any attached or associated equipment
required for operation. I
v Complete maintenance and troubleshooting procedures.
vi Warranty and guarantee on unit, if any.
vii Complete performance specifications (both electrical and mechanical) on unit. I
viii Complete parts list - listing full names of vendors and parts not identified by
universal part numbers such as JEDEC, RETMA, or EIA.
ix Pictorial of components layout on chassis or circuit boards. I
x Complete stage-by-stage explanation of circuit theory and operation.
F. Multi-Phase Traffic Actuated Controllers
cg ~ Purpose. It is the purpose of this section of the specifications to set forth minimum I
c. ~O design and operating requirements for multi-phase (two through eight phase)
r, ~; '1-'.traffic actuated traffic signal controllers.
ti:' <~- c!iC- General Design Requirements. The General Design Requirements in Section A of I
~ ~ '7 Uthis specification shall apply in addition to certain design, operational and
u=. 9? t:: 4functional requirements hereinafter described.
:~ 06 NEMA Design Requirements. The controller shall be designed in I
g - accordance with the applicable requirements, included in NEMA Traffic
.....
Control System Standard TS1-1983.
II. Controller Interchangeability. Interchangeability of controllers furnished I
under this specification shall be achieved by connector plug
interchangeability as designated in Part 3, NEMA Traffic Control Systems
Standard TS1-1983. I
iiL Maximum Controller Dimensions. The controller shall be no more than 19
inches wide, 13 inches high and 11 inches deep.
3. Operational Requirements. I
I. Mode of Operation. The controller shall provide the multi-phase operation
described in Subsections 1 and 2 of this section of the specification and
shall be fully actuated with means of receiving actuations on all phases. I
The traffic signal controller shall be capable of Volume Density operation.
02890-14 I
I I
,
I The controller shall have variable initial and time waiting gap reduction
features. The controller shall also have dual maximum extension capability.
11. The controller shall also permit a non-actuated mode of operation on any of
I its phases by assertion of the vehicle recall function (or pedestrian recall
function when such function is present) on the desired phase.
iii. Call to Non-Actuated Mode. The controller shall feature an input which,
I when asserted, shall permit the selection of non-actuated mode of operation
on any of its phases.
iv. Operation With Auxiliary Functions/Devices. The controller shall be capable
I of having its basic operation expanded or augmented by the addition of
auxiliary functions or devices.
v. Minimum Green.
I VI. Actuated Phase. The minimum green shall consist of an initial portion Only,
or a separately set Minimum Green function.
I VB. If pedestrian functions are provided and a pedestrian actuation is received,
I the Minimum Green shall consist of a WALK interval plus a Pedestrian
I Clearance interval.
VIIl. Non-Actuated Phase. In the non-actuated mode of operation, the Minimum
I Green on the non- actuated phase shall be equal to the values described for
Actuated Phases in the preceding paragraphs or shall be equal to a
separately set Minimum Green function.
I IX. Unit Extension. The actuation of a vehicle detector during the extendible
portion of an actuated traffic phase having the right-of-way shall cause the
retention of right-of-way by thattraffic phase for one Unit Extension portion
. from the end of the actuation but subject to the Maximum (extension limit).
x. Maximum (Extension Limit). The Maximum or extension limit shall
determine the maximum duration of time the right-of-way can be extended
I for a phase having successive detector actuations spaced less than a Unit
Extension portion apart.
Xl. Initiation of Maximum (Extension Limit). The timing of the Maximum or
. extension limit shall commence (1) with the first actuation or other demand
for right-of-way on a traffic phase not having the right-of-way or (2) at the
beginning of the Green interval if an actuation or other demand for right-of-
. way has been previously registered on a traffic phase not having the right-
of-way or, alternatively, the Maximum may commence at the end of the
initial portion of the Green interval if an actuation or other demand has been
previously registered on a traffic phase not having the right-of-way.
I XII. Transfer of Right-of-Way. The actuation of any detector on a traffic phase
not having the right-of-way shall cause the transfer of the right-of-way to that
traffic phase at the next opportunity in the normal phase sequence provided
I that there has been an expiration of a Unit Extension portion with no
continuing actuation or an expiration of the Maximum (extension limit) timing
on the preceding phase having the right-of- way.
. XIII. Change Clearance Interval(s) Prior to Transfer. The transfer of right-of-way
to any conflicting phase shall occur only after the display of the app~riate
- =
change clearance interval(s). 0 a-
I XIV. Rest in Absence of Actuation. ~S ~ -n
xv. Minimum Rest. In the absence of detector actuation or as~n of-fecan::=:
I switch(s), the right-of-way indication shall remain (rest) on tlie1f@ffic1%asm
on main line. =-< m :0:: "
- ::0 - '--'
~:A 'P.
I 02890-15 );> ~
..-
I
XVI. Memory Feature. Unless precluded by the operation of non-memory
feature, the following memory retention shall be provided in the controller. I
xvii. Memory Change During Clearance lnterval(s). An actuation received during
a change clearance interval for a traffic phase shall cause the right-of-way
to return to that phase at the next opportunity in the normal phase I
sequence.
xviii. Memory If Phase Terminated by Maximum (Extension Limit). If the right-of- .
way is translerred by the operation of the Maximum or extension limit, the
traffic phase losing the right-of-way shall again receive it without further
actuation at the next opportunity in the normal phase sequence.
XIX. Pedestrian Timing Operation. When pedestrian timing functions are I
specified in the General Design Requirements, Section A of this
specification, the following pedestrian function operation shall be provided.
xx. Pedestrian Timing With Non-Actuated Phase. In the non-actuated mode of I
operation, a WALK interval shall be provided simultaneously with the
associated Minimum Green interval of the non-actuated phase. A flashing
DON'T WALK Pedestrian Clearance Interval shall follow the WALK interval, I
during which the Green traffic phase continues to be displayed.
xxi. Pedestrian Timing With Actuated Phase. When pedestrian actuation is
received, a WALK interval shall be provided concurrently with the associated I
Green traffic phase interval. A flashing DON'T WALK Pedestrian Clearance
interval shall follow the WALK interval during which the Green traffic phase
continues to be displayed. I
xxii. Condition in Absence of Pedestrian Call. In absence of pedestrian actuation
or assertion of pedestrian recall function, pedestrian signals shall remain in
a DON'T WALK condition. I
xxiii. Recycle of Pedestri.an Functions. In the absence of opposing phase
demand, it shall be possible to recycle the pedestrian interval functions to
succeeding pedestrian actuations without change in vehicle indications. I
xxiv. Pedestrian Actuation Memory. Pedestrian actuations received by a phase
during steady or flashing DON'T WALK indications of that phase shall be
remembered and shall cause the controller to provide pedestrian timing I
functions for that phase at the next opportunity in the normal phase
cD sequence.
0 ~ xxv. Non-extension of Pedestrian Intervals. Successive pedestrian actuations I
a-- ;;s c shall not cause extension of the pedestrian intervals.
n d:i -_xxvi. Advanced Operational Features. When certain advanced operational
'--- c..:;.;:
ill (") c)?:= features are specified in the General Design Requirements, Section A of .
_\ - >-0 this specification, the controller shall provide the following operation.
-
LL 0::. ~O~xvii. Volume Density Operation. .
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~'" o a) Variable Initial. Utilizing the specified mode selected to provide this
=
<=> - function, the controller shall enable an increase in timing of the Initial
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portion of the Green interval of a phase based upon the number of
traffic actuations stored on that phase during its YELLOW and RED I
interval.
b) Time Waiting Gap Reduction. Utilizing the functions specified, the I
controller shall enable a reduction in the Extension portion of the
Green interval of the phase having the right-of-way in proportion to
the time elapsed from the registration of an actuation on an opposing
phase or from the beginning of the Green interval, whichever occurs I
later.
02890-16 I
I
xxviii. Dual Maximum (Extension Limit) Operation. Assertion by external
I command for the operation of a Maximum \I function for a phase shall cause
the controller to provide the timing value for that function in lieu of the
normal maximum value.
I XXIX. NEMA Operational Requirements. In addition to the basic operational
requirements specified above, the controller shall provide the operational
features for the applicable configuration included in the NEMA Traffic
I Control Systems Standard TS1- 1983.
4. Functional Requirements.
I I. Basic Functional Requirements. Functional requirements for the multi-
phase traffic actuated controller shall be as specified in the General Design
Requirements in Section A of these specifications.
I II. NEMA Functional Requirements. In addition to the basic functional
requirements specified above, the controller shall provide the functional
features for the applicable configuration, included in the NEMA Traffic
I Control Systems Standard TS1-1983.
iii. Overlaps. When required by the interval sequence chart in the General
Design Requirements section of these specifications, overlap(s) shall be
I provided by the controller and may be implemented via internal or external
logic.
5. Enhanced operation.
I I. Preemption. A minimum of two preemption inputs shall be provided. These
shall be designed for railroad or emergency vehicle preemption and shall
provide the ability to set the delay before start of preempt sequence and the
I duration of the preempt sequence. It shall also be possible to define the
status of each phase as red, green, flashing yellow, or flashing red during
the preemption period and to provide an orderly transition into and out of the
preemption period.
I II. Coordination. The controller shall be capable of emulating a 3 dial/3 split/3
offset pretimed controller coordinated with a 9 wire interconnect system.
I Ill. Time Base Functions. The controller shall have the capability to provide
internal time based coordination. In addition it must provide a minimum of
two auxiliary outputs controlled by the time base coordination which can be
I fully programmed on a time basis to control external devices on a cycle by
cycle, time of day, day of week, and/or holiday schedule on an annual basis.
6. Remote Flash. A remote flash input is required which will provide for the remote
I implementation of flashing operation consistent with the requirements of the
MUTCD. This shall include a means of programming a "Flash Entry Phase" and a
"Flash Exit Phase."
I I
2.07 - Equipment And Materials I
A. Equipment and materials shall be of new stock unless the plans provide for the use of
I existing equipment, or equipment furnished by others. New equipment and 'lliIterials
shall be the product of reputable manufacturers of electrical equipmeri!5md sliiill meet
the approval of the ENGINEER. zg i'; 11
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I 02890-17
I
PART 3 EXECUTION
3.01 - General I
A. The CONTRACTOR shall furnish and install all equipment and materials necessary for a
complete and operative signal installation as shown on the plans and described in the I
Contract Documents.
B. The CONTRACTOR shall be a licensed electrical contractor in accordance with City
Ordinance and adherence to local Building Code shall be met. I
C. CONTRACTOR Qualifications
Trained and experienced personnel shall supervise the fiber optic cable installation.
Qualified technicians shall make the cable terminations and splices. The I
CONTRACTOR upon request of the ENGINEER shall provide documentation of
qualifications and experience for fiber optic equipment installations. The ENGINEER
shall determine if the CONTRACTOR is qualified to perform this work. The I
CONTRACTOR shall have attended a certified fiber optic training class mandated by the
specifications prior to starting work.
D. The CONTRACTOR will be responsible for incidental sidewalk removal and replacement I
necessary to complete the signal construction. All waste material and debris shall be
disposed of at a sanitary landfill at the CONTRACTOR's expense.
E. All incidental parts which are not shown on the plans or specified herein, and which are I
necessary to complete the traffic signal, or electrical systems, shall be furnished and
installed as though such parts were shown on the plans or specified herein. All systems
shall be complete and in operation to the satisfaction of the OWNER at the time of I
completion of the work.
F. The CONTRACTOR shall perform all work required and furnish all labor, materials,
equipment, tools, transportation and supplies. necessary to complete the work in I
accordance with the Contract Documents. The ENGINEER or his representative shall
have full freedom to observe all phases of the work performed by the CONTRACTOR
and to discuss all matters dealing with the quality and progress of the work. I
G. The Standard Specifications for Highway and Bridge Construction, current Series, Iowa
Department of Transportation, as modified by these contract documents shall apply to
this Special Provision. I
H. The above specifications are referred to as the Standard Specifications. Part 1 of the
Standard Specifications shall not apply to this section.
I. The following Iowa Department of Transportation Supplemental Specifications shall also I
be considered a part of these Special Provisions.
I. Specification 5025
2. Supplemental Specification for Traffic Controls for Street and Highway I
Construction and Maintenance Operations, March 26, 1991.
3. Specification 5040
0:> A: General Supplemental Specification for Construction Projects, January 7, 1992. I
'? J. ~ installation of the signals and signs shall be in conformance with the "Manual on
0.... 7-tJ/lllorm Traffic Control Devices for Streets and Highways", Millennium edition, latest I
C :~ I.te~&ion.
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02890-18 I
I
I
I K. The video detection system shall be installed as recommended by the supplier and as
documented in installation materials provided by the supplier. City of Iowa City Traffic
Engineering will do video camera set-up.
L. Miscellaneous Equipment
I The CONTRACTOR shall furnish and install all necessary miscellaneous co~ctors
and equipment to make a complete and operating installation in acc~nce Wlh the
I plans, standard sheets, standard specifications, special provisions, an ~pte~ood-f\
practice of the industry. )7~ :;;0 -:::::::
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I 3.02 - Qualifications, Service Calls, And Warranty - ~ ~ 0
A. CONTRACTOR's personnel are required to be knowledgeable of the ~ signal
controller operation and wiring. Controller manuals and wiring sChem!s will:::be
I provided to the CONTRACTOR for his use on the project. These docum ts musf'~e
returned undamaged at the end of the project.
B. The Traffic Engineering Department will provide part-time observation of the
I CONTRACTOR's work. The Department's representative will be available during
normal working hours (7:00 A.M.-3:30 P.M.) to review the CONTRACTOR's work.
CONTRACTOR shall provide four hours advance notice to the Department for review of
I the work. Any service calls or review of the CONTRACTOR's work outside of the
Department's normal working hours will be billed to the CONTRACTOR.
C. The Traffic Engineering Department will continue to provide service call maintenance
I during the project. If it is determined that the malfunction was caused by the
CONTRACTOR's work, then the CONTRACTOR will be billed for the materials, labor,
and equipment required to corree! the malfunction and/or damage.
I D. The CONTRACTOR shall guarantee all his work against defects due to poor
workmanship or materials as specified in the Contract Documents.
I 3.03 - Concrete Bases For Poles And Controller
A. Concrete bases for poles and controllers shall conform to the plans and Section 2403 of
the Iowa DOT Standard Specifications.
I B. Excavations for bases shall be made in a neat and workmanlike manner. Whenever the
excavation is irregular, forms shall be used to provide the proper dimensions of the
I foundations below grade. Construction of the bases may require hand excavation to
verify location of utilities.
C. The material for the forms shall be of sufficient thickness to prevent warping or other
I deflections from the specified pattern. The forms shall be set level and means shall be
provided for holding them rigidly in place while the concrete is being placed. When
located in a continuous sidewalk area, the top of the pole bases shall be set flush with
the sidewalk or pavement surface.
I D. All reinforcing bars, conduits, ground rods, and anchor bolts shall be installed rigidly in
place before concrete is placed in the forms. Cap and protect conduit ends before
placing concrete.
I E. Anchor bolts for the signal poles or the controller shall be set in place by means of a
template constructed to space the anchor rods in accordance with the manufacturer's
requirements. The top of the bolts shall not vary more than 1/4 inch. The center of the
I template and the center of the concrete base shall coincide unless the ENGINEER
diree!s otherwise.
F. The top of the base shall be finished level and the top edges shall be rounded with an
I edger having a radius of 1/2 inch. The exposed surface of the base shall have a wood
floated surface finish. Exposed concrete surfaces shall be cured using white-pigmented
I . 02890-19
I
curing compound or plastic film meeting the requirements of Article 4106.02 of the Iowa
DOT Standard Specifications. I
G. The bottom of the foundations and bases shall rest securely on firm undisturbed ground.
Where the foundation or base cannot be constructed as shown on the plans because of
an obstruction, the CONTRACTOR shall use other effective methods of supporting the I
pole as may be designated by the ENGINEER.
H. After the concrete is placed in the form, it shall be vibrated with a high.frequency
vibrator to eliminate all voids. I
I. After the foundation or base has been poured, absolutely no modification of any sort
may be made. If the anchor bolts, conduit, or any part of the foundation or base is
installed in an incorrect manner as determined by the ENGINEER, the entire foundation I
or base shall be removed and a new foundation or base installed. The CONTRACTOR
shall bear all costs of replacing work deemed unsatisfactory by the ENGINEER.
J. Unless otherwise specified, anchor bolts for poles where arms are to be perpendicular I
to the centerline of the street shall be installed so that a line through the center of one
anchor bolt farthest from the curb and extended through the center of the adjacent
anchor bolt closest to the curb will be perpendicular to the centerline of the street to I
within two degrees of arc unless otherwise specified.
K. Prior to setting poles, the anchor bolts shall be covered in such a manner as to protect
them against damage and to protect the public from possible injury. I
L. Each base location shall be approved by the ENGINEER prior to construction. Base
dimensions shown on the plans are minimum dimensions and based on stable soil
conditions. Should extremely loose or sandy soil be encountered, the CONTRACTOR I
co shall contact the ENGINEER for necessary base alterations.
eM. = shown on the plans, the CONTRACTOR shall remove the top of existing mast
ii- at otings, anchor bolts, and conduits to 36" below the existing top of curb or edge of I
[J :::; ~ement elevation. Waste materials shall be removed from the site and disposed in
U_; =- a~.gance with local regulations. Backfilling for the removal shall be performed with
-1 ~ m c nical compaction equipment meeting the requirements for backfilling conduit. I
- 0.::: TPJl !,lPper 6" of the removal area, if outside the proposed pavement, shall be backfilled
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3.04 - Handholes
A. Handholes shall be a precast unit Quazite box conforming to the requirements of the I
plans.
B. The ends of all conduit leading into the handhole shall fit approximately 2 inches beyond
the inside wall. A drain conforming to the dimensions shown on the plans shall be I
constructed in the bottom of the handhole unless otherwise specified.
C. Frames and covers for handholes shall be set flush with the sidewalk or pavement
surface. When installed in an earth shoulder away from the pavement edge, the top I
surface of the hand hole shall be approximately one inch above the surface of ground.
When constructed in unpaved driveways, the top surface of the handhole shall be level
with the surface of the driveway.
D. All conduit openings in the handholes shall be sealed with an approved sealing I
compound after the cables are in place. This compound shall be a readily workable soft
plastic. It shall be workable at temperatures as low as 30 degrees F, and shall not melt I
or run at temperatures as high as 300 degrees Plastic loop handhole construction shall
meet the requirements for the precast handhole detail in the plans except that cable
hooks will not be required. Openings for conduit access shall be drilled to match the
outside diameter of the conduit. I
E. Grout conduit access after installing conduit.
02890-20 I
I
F. Install galvanized cable hooks if not precast with the handhole.
I
3.05 . Conduit
I A. Conduit shall be placed as shown on the plans.
B. Unless approved by the ENGINEER, conduit shall be installed without change in
diree!ion directly from one structure to another. Change in direction may be allowed for
I physical restrictions such as right-of-way restrictions, utilities, location of roadway
slopes, retrofitting existing conduit stubs, and certain short sections of conduits.
C. Nipples shall be used to eliminate cutting and threading where short lengths of conduit
I are required. Where it is necessary to cut and thread steel conduit, exposed threads will
be field galvanized.
D. All conduit and fittings shall be free from burrs and rough places. Standard
I manufactured elbows, nipples, tees, reducers, bends, couplings, union, etc. of the same
materials and treatment as the straight conduit pipe shall be tightly connected to the
conduit.
I E. All conduit ends shall be provided with a bushing to protect the cable from abrasion,
except for open ends of conduit being placed for future use. Bushings shall have
grounding fittings which shall be connected to the grounding system by a #6 ground wire
I as contained in these specifications.
F. All conduit placed for future use shall be threaded and capped with threaded metal pipe
caps.
I G. All conduits shall drain, except for specific locations approved by the ENGINEER.
CONTRACTOR will not be allowed to bend conduits upward to accomplish the conduit
clearances shown on the hand hole details. I
I
3.06 . Trenching and Backfilling for Traffic Signals
I A. Secure written approval of the City prior to any trenching or excavation within the drip
line of any tree.
B. Trenches shall be excavated to such depth as necessary to provide 12 inch to 18 inch
I cover over the conduit. All cinders, broken concrete or other hard abrasive materials
shall be removed and shall not be used for backfill. The trench shall be free of such
materials before the conduit is placed. No conduit shall be placed prior to inspection of
I the trench by the ENGINEER.
C. All trenches shall be backfilled as soon as possible after installation of conduit. Backfill
material shall be deposited in the trench in layers not to exceed 6 inches in depth and
I each layer shall be thoroughly compacted before the next layer is placed. Hard
materials shall not be placed within 6 inches of the conduit.
D. Whenever excavation is made across parkways, gravel driveways, or sodded areas, the
I sod, topsoil, crushed stone and gravel shall be replaced or restored as nearly as
possible to its original condition and the whole area involved shall be left in a neat and
presentable condition. Concrete sidewalk pavements, and base courses and
I bituminous surfaces shall be replaced with new materials and the cost shall be
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I 02890-21
I
3.07 - Pushed Conduit
A. It is intended that all conduit be placed without disturbing the existing pavement, and the I
term "pushed" is used. "Pushed" conduit shall be placed by jacking, pushing, boring or
any other means necessary to place the conduit without cutting or removing pavement.
B. Removal of pavement will require prior approval of the ENGINEER. Replacement of I
removed pavement will be done according to plan details and no additional payment will
be made.
C. Plan quantities for pushed conduit include at least two feet of pushed conduit behind I
each curb.
D. The maximum conduit depth at handholes for all conduits, including pushed conduit, is I
as shown on the plans. CONTRACTOR must push a mole (without conduit) at least
four (4) times before consideration will be given to allowing an upward bend in the
conduit.
I
3.08 - Electrical
A. All conductor cable combinations shall be shown on the plans. No substitutions will be I
permitted. Each signal head shall be wired separately from the handhole compartment
in the pole base to the signal head.
co
om The !!iQnal cable color codes shall be as follows: I
r-- ~~ ~~
'----' :2 ;j]Pellestrian Signals 5 Section Traffic Signals
W -1"-- I
M (.JWalk - Green Green Ball - Green
-. - ,,-moo't Walk- Red Yellow Ball- Orange
II <>::: ( ~. Common - White Red Ball - Red
;~
~o ~hbutton - Black Green Arrow - Blue I
= Common - WIBK Yellow Arrow- Black
=
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Sig. common- White & W/BK
I
3 Section Traffic Signals
Green Ball - Green I
Yellow Ball - Black
Red Ball - Red
Sig. common- White I
c. One electrical splice in the hand hole compartment of the pole base will be allowed for I
the signal circuit wiring. All signal circuit cable runs shall be one continuous length of
cable from the connections made in the handhole compartment of the signal pole bases
to the terminal compartment in the controller base. Street lights will be fused with a 5 I
amp fuse in each pole base using a Type HEB-AA Fuseholder.
D. Conductor groupings and splicings may be made in the terminal compartment in the
controller cabinet. I
E. The loop detector lead-in cable shall be one continuous length of cable from the terminal
compartment of the controller cabinet to a splice made with the loop detector wires in
the first handhole or pole base handhole compartment provided adjacent to the loop I
detector. Details of the loop detector splices are shown on the plans.
F. Cables shall be pulled through conduit by means of a cable grip designed to provide a
firm hold upon the exterior covering of the cable or cables, with a minimum of dragging I
on the ground or pavement. This shall be accomplished by means of reels mounted on
jacks or other suitable devices. Frame-mounted pulleys or other suitable devices shall
02890-22 I
I
I be used for pulling the cable out of conduits into hand holes. Only vegetable lubricants
may be used to facilitate the pulling of cable. Contractor shall leave a pull string in each
conduit.
I G. Each signal cable shall be identified with an identification tie in the. controller cabinet,
handholes, pole base handhole, pedestal handhole and at any splice or junction
location. Identification ties shall be provided both on the cable from the controller and
the cables leading to the heads for a splice in a pole base handhole. Ties shall be of an
I opaque nylon material arranged to include a marker board, non-releasing holding
device, and cable fastening tail. The marking board shall be not less than 3/8 inch wide
by 3/4 inch long and 25 mils thick, roughened on one side to hold permanent black
I nylon marking ink from a pen. Identification shall be permanent and water-proof. Once
installed, the tie shall not be removable except by cutting it loose from the cable.
Identification ties shall be marked as follows:
I Heads Head number, number of sections
Loops Loop number, direction and location (stop lines, advance, or
I left turn loop)
Pedestrian, Location, street crossing
Push Button
I In addition, the cables shall be identified in each handhole and at the pole bases
using colored tape as follows:
I 1 tape = Left turn signal; 2 tape = Through signals; 3 tape = Right turn signal.
Tapes shall be color coded as follows: Blue = NE Corner; Orange = Southea~
Corner; Yellow = Southwest Corner; Green = Northwest Corner. Vid~cable gipes
I shall be similarly color coded. zO ~ 11
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H. Cable slack shall be as follows: - 0 c..:> i
I Four feet in hand holes ~ ~ ::P 8
Two feet in signal bases . 0 ~ ~
Five feet in the terminal compartment of the controller base -:Z.;;
I No slack will be allowed in the loop detector lead-in cable after the initia"fsplice. ""'
I. Connectors shall be of the proper size for the number and size of the wires being
connected.
I J. Wire ends must be thoroughly cleaned after the insulation is stripped off to insure
complete contact with another wire, or the connector. If strands are damaged when the
insulation is removed, the section of the cable must be discarded. Nicked or damaged
I conductor strands will not be permitted inside of connectors. Loose wire ends shall not
be used as "shims" to make a connection.
K. Electrical tape shall not be applied to the finished connections. Signal cable insulation
I shall extend beneath the insulated portion of the conhector. Any connection with
exposed bare wire shall be redone by the CONTRACTOR.
L. Covered connections must be arranged so that they will not be in contact with the metal
I poles. Connections in the poles shall be pointed up to prevent accumulation of moisture
in the connection.
I M. Loop detector splices shall be capable of satisfactory operations under continuous
immersion in water.
N. Cable connections in signal heads and controller cabinets shall be made at the terminal
I blocks provided for this purpose. All stranded wires inserted under a binder head screw
shall be equipped with a solderless pressure type spade connector with a pre-insulated
shank. All solid wire shall have an eye and shall not have a terminal connector.
I I 02890-23
I
I
o. Service cable shall be continuous from the disconnect switch located on the service pole
to the terminal compartment of the controller cabinet. I
P. Interconnect cable shall be continuous from controller to controller.
Q. A tracer wire shall be installed in all conduits with signal cables, detector lead-in cables, I
or communication cables. The tracer wire shall be identified in the controller cabinet,
hand holes, and poles by means of identification tags. The tracer wire shall be spliced in
the hand holes to form a continuous network.
3.09 - Pole Erection I
A. All poles are to be erected vertically and securely bolted to the cast-in-place concrete I
foundations at the locations shown on the plans.
B. Leveling shall be accomplished by the use of nuts on each anchor bolt. One nut shall
be turned on each anchor bolt and the pole placed in position on these nuts. The top I
nuts shall then be placed loosely and the pole adjusted to the vertical position by
adjusting both the upper and lower nuts.
C. After the pole is securely fastened, install metal strips in the area between the pole and I
the base. The metal strips and the method of attachment shall be approved by the
ENGINEER.
D. Each pOle shall be grounded from the pole to the foundation ground rod by a No. 6 I
AWG bare copper ground wire.
E. Poles shall be placed so that modifications andlor attachments are correctly oriented, as
indicated on the plans. I
F. The foundations must be given seven days to cure before poles are erected. The
center of the poles is to be set back from the curb, a distance shown on the plans.
Poles shall be erected so that they are plumb with traffic signals installed, in line, and all I
the same relative height above the centerline of the street and with the mast arms
correctly oriented as shown on the plans.
G. Poles must be erected so that they are plumb with traffic signal heads. The I
manufacturer recommendation for raking should be observed when setting the pole to
assure that it is plumb when the load is applied.
H. Mast arm assemblies shall be furnished and installed by the CONTRACTOR. When I
pre-used painted mast arm assemblies are specified, the CONTRACTOR shall prime
and paint the mast arm assemblies with the following method:
I. Remove all rust, scale, and loose paint from the surface by sanding or power tool I
cleaning (SSPC-SP-3). CONTRACTOR to use care when power tool cleaning to
avoid burning, polishing, or grinding surface dirt into the existing paint surface.
Hand tool cleaning (SSPC-SP-2) will be allowed only in areas accessible to power I
tool cleaning.
2. Remove all chalking, dirt, and other foreign material from the entire surface by
co <(application of petroleum solvent (i.e. paint thinner, mineral spirits, etc.) and wiping I
':? ,/ ~he entire surface with clean rags.
r; ~ 3'0Q.U bare metal surfaces exposed by the cleaning operation shall be spot primed the
'I' <.:l: .....J~ame day to avoid flash rusting. I
~, ~ 4.~ (5.fter the primed areas have dried, apply one coat of finish paint.
tr. ~ 5. ts~mer and paint must be approved by the ENGINEER. I
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02890-24 I
I
I 3.10 - Signals
A. All signal faces and indicators shall be furnished by the CONTRACTOR and installed as
shown on the plans. Pole mounted signal heads and pedestrian push buttons are
I shown on the plans and schematic drawings in schematic form only. Pole mounted
signal heads are generally intended to be mounted on the face of pole with respect to
oncoming traffic. (See Signal Head Mounting Details.) Modifications to this are required
I when the view of the pole mounted signal indication is blocked. (See Paragraph 3.11 E).
Pedestrian push buttons shall be installed on the face of the pole in 900 increments with
respect to the mast arm. The push button shall be located on the pole face so the arrow
on the R 1 0-4 sign directs pedestrians to the appropriate crosswalk.
I B. Backplates shall be installed and properly secured for the traffic signal heads.
C. All signal heads shall be kept securely covered until such time as the signals are put into
operation.
I D. The location of signal heads in which the view of the indications is blocked or partially
blocked by utility poles, trees or other physical obstructions shall be adjusted to a
location approved by the ENGINEER. Standard heights arid locations shown on the
I plans are typical for unobstructed locations. Signal heads installed without approval of
the ENGINEER, which in the opinion of the ENGINEER are obstructed, shall be
relocated at the CONTRACTOR's expense. Holes in the poles due to this signal
I relocation shall be plugged in a manner acceptable to the ENGINEER.
I 3.11 - Controller
A. The controller cabinet shall be mounted with the back of the cabinet toward the
intersection such that the signal heads can be viewed while facing the controller.
I B. All field wiring must be directly attached to the wiring lugs. Attachment of wiring shall be
in a neat and workmanlike manner.. All connections at the controller shall be done by
City Traffic Engineering personnel.
I C. All conduit openings in the controller cabinet shall be sealed with an approved sealing
compound and steel wool. This compound shall be a readily workable at temperatures
as low as 30 degrees F and shall not melt or run at temperatures as high as 300
I degrees F.
D. All wiring diagrams, service manuals, instructions for installing and maintaining the
equipment and advice as to timing and operation shall be delivered to the ENGINEER in
I good condition.
E. The ENGINEER or his representative shall inspect the installation before activation and
shall be present at the time the controller is activated to assure that the controller is
I installed in accordance with the manufacturer's recommendations.
3.12 - Ground Rods
I A. Ground wires shall be connected to ground. rods with one piece nonferrous clamps
which employ set screws as tightening devices. Connections to ground rods need not
be taped.
I B. Each steel pole or pedestal shall be firmly connected to the ground rod provi~d, by
means of the grounding terminal specified in these special provisior€:)' Pladifg the
I ground wire under an anchor bolt nut, anchor bolt cover, or similar d~ill'1,fpt b~
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02890-25
I
3.13 - Equipment Testing
A. The result of all testing shall be recorded along with date of test, name of person I
performing test, brand name, model number, serial number of equipment used during
test, and any other pertinent information and data.
B. When the CONTRACTOR's work is complete and the project is open to normal traffic, I
the CONTRACTOR shall notify the ENGINEER in writing the date the signal will be
ready for testing.
C. Initial traffic signal timings and timing adjustments will be performed by the ENGINEER. I
D. Upon concurrence of the ENGINEER, the CONTRACTOR shall place any signal in
operation for a consecutive 30-day test period. Any failure or malfunction of the I
equipment supplied or installation performed by the CONTRACTOR shall be corrected
at the CONTRACTOR's expense and the signal tested for an additional 30 consecutive
day period. This procedure shall be repeated until the signal equipment has operated
satisfactorily for 30 consecutive days. I
E. If the signal is to operate independently of other signals or signal systems, it shall be
tested as a single installation.
F. If the signal is part of a system, the test period shall not be started until all signals in the I
system are ready to be tested. The system shall be tested as a unit.
G. The CONTRACTOR shall initiate correction of any failure malfunction of the signal I
installation within 24 hours of notification by the ENGINEER. The ENGINEER will
correct any failure or malfunction of the signal installation not investigated by the
CONTRACTOR within the above time period, and will deduct its expenses from the I
CONTRACTOR's final payment.
H. Ground testing shall conform to Section 2523.21 of the Iowa DOT Standard
Specifications for Highway and Bridge Construction. I
3.1&,- Clea!tUp
'j. U~completion of the work in this Section, remove from the site all rubbish, trash I
____ ~ d~~resulting from operations. Leave the site in a neat and orderly condition.
! f ..'- t;J
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:J'A~ 4 -~€JHOD OF MEASUREMENT AND BASIS OF PAYMENT I
LL ~ 1;::<(
4.01:':lVlelfi>~of Measurement I
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Payment for Traffic Signalization will be as follows:
A. This item will be the lump sum for Traffic Signalization. I
4.02 - Basis of Payment I
A. Payment for Traffic Signalization shall be full compensation for supplying all equipment,
labor, and materials necessary to install, erect, and operate a complete, fully functional
traffic signal system, including but not limited to traffic signal poles, mast arms, bases, I
signal lights, luminaires on combination street IighUsignal poles, wiring, conduits,
handholes, controllers, cabinets, coordination with utilities, video detection system,
conduit, handholes, inductive loops installed in the pavement, loop wiring, loop conduit,
PVC hand holes, loop sealant, loop detector units in the traffic signal cabinet, system I
testing, and all other miscellaneous hardware, software or any other items necessary to
complete the traffic signal system in place.
I
02890-26 I
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PART 5 - SCHEDULE OF UNIT PRICES
I IOWA HWY 1 AND U.S. HWY 218
Plan Unit Price Unit Extension
No. Item Descrlotion Quantitv Units
I 1 Traffic Sianal Controller, Cabinet, and Accessories (NEMA with 18" Riser) 1 EA , ,
2 Battery Back-uo System. PiaGvback Cabinet, and Accessories for Traffic Sianal 1 EA , ,
3 Four Camera Video Detection System and Accessories 1 EA , ,
4 Combo Sicnal Pole /57' Mast Arml - Install Onlv 1 EA , ,
I 5 Combo Sianal Pole (45' Mast Arm) - Instatl Onlv 1 EA , ,
6 Combo Siana! Pole /48' Mast Arm) - Install Onlv 1 EA , ,
7 Advanced Overhead Sion Structure (52' Masl Arm) -Inslall Only 1 EA , ,
8 4-Section, 12" RYG Ball wI Green Left Turn Arrow, w/Badc:olate 1 EA , ,
I 9 3-Section, 12" RYG Signal Head, wfBackolate (where noted) 4 EA , ,
10 3-Section Signal Head 2 EA , ,
12" Red Ball wI Yellow and Green left Turn Arrows, wI Backolate (where noted) , ,
11 3-Seclion Sianal Head 2 EA , ,
I 12" Red Ball wI Yellow and Green Riaht Tum Arrows, wI Back late Iwhere noted\ , ,
12 1" Rioid PVC Conduit, Trenched 158 LF$ ,
13 2" Ri id PVC Conduit, Trenched 2216 LF$ ,
14 2" Innerduct Conduit, Trenched 8. LF$ ,
I 15 4" Ri id PVC Conduit. Trenched 53 LF' ,
16 4" InnerductConduit. Trenched 58 LF$ ,
17 2" Innerduct Conduit. Bored 168 LF' ,
18 4" Innerduct Conduit, Bored 378 LF' ,
,. Pull RODe 3641 LF' ,
I 20 Tracer Cable 1C#10 3641 LF' .
21 Bare Copper Ground #6 81. LF' ,
22 1C#3Service Cable 881 LF' ,
23 1 C#6 Power For Street Liahtina 1524 LF' ,
I 24 2C#14 Shielded Detector Lead In Cable 3471 LF' ,
25 1C#14Looo Wire In Tubino 1504 LF' ,
26 Coax I Power I Focus Cable for Video Detection Cameras 1112 LF' ,
27 Fiber Optic Cable 6SM I 6MM 3181 LF' ,
I 26 9C#14 Pedestrian Head and Push Bullon Cable 252 LF' I
29 4C#14 Signal Cable 1126 LF' ,
30 7C#14 Sinnal Cable 184 LF' ,
31 Saw Cut Quantilv for Looo Detectors 430 LF' ,
I 32 lNve Connectors - Tvoe L 1 2 EA , ,
33 lNve Connectors - Tvpe L2 2 EA , ,
34 lNve Connectors Type Y1 2 EA , I
35 VVye Connectors - Type Y2 4 EA , ,
I 36 120 Volt, 250 Watt HPS Cutoff Luminaire 4 EA , ,
37 Concrete Pad, Controller Footinn for NEMA Cabinet wI Pigaback Cabinet 1 EA , ,
38 Concrete Base, 3.0' Diameter X 16.0' Deeo Footina 1 EA , ,
3. Concrete Base, 3.0' Diameter X 14.0' DeeD Footing 1 EA , ,
I 40 Concrete Base, 3.0' Diameter X 11.5' Deeo Footina 2 EA , ,
41 Concrete Base wi Slip-base for Street Uaht Poles 1 EA , ,
42 Junction Box. Type 1,17"x30" 11 EA , .
43 Junction Box, Tvoe 2, 30"x48" 1 EA , ,
I 44 Left Turn Signal (24"x30") R10-10" Overhead 1 EA , I
45 Left-Tum Onl-.' Sian /30"x36"\ R3-5L - Overhead 2 EA , ,
46 lane Use IThrouah I Left) C30"x36") R3-6 Overhead 2 EA , I
47 Riaht-Turn Onlv Sian (30"x36"\ R3-5R - Overhead 2 EA . .
I 48 Install City Provided Street Name Sians - Overhead 1 EA I ,
49 Exist)nn Street Linht Pole Relocation 1 LS , ,
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Total Lump Sum to Furnish and Install Traffic Signals :::0 21
==10 -
Approved: c.v r-
I Project E~(Iineer Date ---<:r-
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02890-27 0)
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PART 6 - EQUIPMENT AND MATERIALS LIST
IOWA I-fVoIY 1 AND U.S. HWY 218 I
Pllm
Quanti Units Item De$cription Manufacturer Catalog Number
1 EA Traffic Sional Conlroller, Cabine~ and Accessories INEMA with 16" Riser\
1 EA 6atlerv Back-WD System, Piaovback Cabinet, and Accessories for Traffic Sional I
1 EA Four CamBra Video Detection SYstem and Accessories
1 EA 4-Section, 12" RYG Ball wi Green left Turn Arrr;N/, wlBadcnlate
4 EA 3-Section, 12" RYG S4"nat Head, wfBack lale (where noted'
, EA 3-SectionSiQf1a!Head
12" Red Ball WI YellOYo' and Green left Turn Arrows, wI Backplate (where noted I
, EA 3-$ectionSionaIHead
12" Red Ball wi Yellow and Green Riahl Turn Arrr:fflS, WI BackDlale (where notedl
158 LF '" Rloid PVC Conduit, Trenched
2216 LF 2" Rioid PVC Conduit, Trenched I
" LF 2" InnerduclCOnduil, Trenched
53 LF 4" Rigid PVC Conduit, Trenched
58 LF 4" lnnerduCl Conduit, Trenched
'" LF 2" Innerdud Conduit, Bored
378 LF 4"lnnerductConduit, Bored I
3641 LF Pull Rooe
3641 LF TracerCable1C#10
81' LF B~e Coooer Ground #6
581 LF 1C#3 Service Cable
1524 LF 1c#6PowerForStreetU"htill<1 I
3471 LF 2C#14 Shielded DetllclClf Lead In Cable
'504 LF 1ct14 Lao" Wire In Tubin"
1112 LF Coa>t I Power f Focus Cable for Video Detection Cemenls
3181 LF Fiber Oolic Cable 6SM 16MM I
252 LF 9C#14 Pedesman Head and Ptlsh Button Cable
1126 LF 4C#14 Sional Cable
184 LF 7C#14SionalCable
, EA IWveConnectors-TvoeL1
, EA IWveCormectors-Tvoel2 I
, EA IWve Connedon; - Tvne Y1
4 EA IWveConnectors_T ,y,
4 EA 120 Volt, 250 Watt HPS Cutoff Luminaire
" EA Junction Box, Tvne1, 17"x30" I
1 EA Junction Box, Tvoe2, 30"x46"
1 EA Len Tum SionaI124"x3Q"1 R1o.10. Over1'1ead
, EA Lefl-TumOrllvSi<m130"x36"'\R3-SL-Overhead
, EA LaneUseIThroullhlLefl 30"x36" R3-60verhead
, EA Rioht-Tum OnlY Sinn 30"x3e" R3-SR _ Ovemead I
Approved: I
CO P~Eng.",.., ,~
Cl ~~
6; END OF SECTION 02890
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02890-28 I
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I
SECTION 02900
I LANDSCAPING
I PART 1 - GENERAL
1.01 SUMMARY:
I A. Plantings (trees, shrubs, seed and sod), including soil preparation, finish grading,
landscape accessories and maintenance.
I 1.02 QUALITY ASSURANCE:
A. The fitness of all plantings shall be determined by the Engineer andlor the City
I Forester with the following requirements:
1. Nomenclature: Scientific and common names shall be in conformity with
I U.S.DA listings and those of established nursery supplies.
2. Standards: All trees must conform to the standards established by the
I American Association of Nurserymen.
B. The Contractor shall repair or replace all plantings which, in the judgment of the
I Engineer andlor City Forester, have not survived and grown in a satisfactory
manner for a period of one year after City Council acceptance of the project.
I 1.03 SUBMITTALS:
A Certify that all plantings are free of disease and insect pests. Certificates shall be
submitted to the Engineer andlor City Forester.
I B. Submit certification of seed mixtures, purity, germinating value, and crop year
identification to the Engineer.
I 1.04 DELIVERY, STORAGE AND HANDLING:
I A Protect all plantings in transit to site to prevent wind burning of foliage.
B. Set all balled and burlapped trees and shrubs, which cannot be planted
I immediately, on ground and protect with soil, wet peat moss or other acceptable
material, and water as required by weather conditions. ...,
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C. Keep container grown trees 'and shrubs, which cannot be plantedS~jlI1edi8te)y,
I moist by adequate watering. Water before planting. :3> ::2 ~ -n
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I 02900 - 1
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PART 2 - PRODUCTS
2.01 TREES AND SHRUBS: I
A. Not applicable to this project I
2.02 SEED:
A. Permanent Seeding: I
co
0 <(
ii- Y-~ Minimum I
0 ~ <c-" Proportion lbs.l lbs.l
i-_-
;a ':::\r- Mix by Weight Acre 1,000
1-1_:, M at:: sq.ft.
-' r, I
- ~~AN MIX'
LL "'"
< . ~tucky Blue Grass
- 70% 122.0 2.80
..0 Petennial Rygrass (fine leaf variety) 10% 18.0 0.40
= I
=
<-l Creeping Red Fescue 20% 35.0 0.80
RURAL MIX'
Kentucky 31 Fescue 54% 25 0.57 I
Switchgrass (Slack Well) 17% 8 0.18
Alfalfa (Northern Grown) 11% 5 0.11
Sirdsfoot Trefoil (Empire) 9% 4 0.09 I
Alsike Clover 9% 4 0.09
'A commercial mix may be used upon approval of the Engineer if it contains I
a high percentage of similar grasses.
B. Temporary seeding or stabilizing crop seed mixtures shall be in accordance to the
lOOT Standard Specification 2601.05. I
2.03 SOD:
A. Grass and sod established, nursery grown Kentucky or Merion Bluegrass sod, I
vigorous, well rooted, healthy turf, free from disease, insect pests, weeds and other
grasses, stones, and any other harmful or deleterious matter. I
B. Sod harvested by machine at uniform soil thickness of approximately one inch but
not less than 3/4 of an inch. Measurement for thickness excludes top growth and I
thatch. Prevent tearing, breaking, drying or any other damage.
2.04 LIME AND FERTILIZER:
A. Ground agriculture limestone containing not less than 85 percent of total I
carbonates.
S. Fertilizer shall contain the following percentages by weight or as approved by I
Engineer:
Nitrogen' - 15% Phosphorus - 15% Potash - 15% I
02900 - 2 I
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I 'At least 50 percent of nitrogen derived from natural organic sources of ureaform.
PART 3. EXECUTION
I 3.01 PLANTING TREES AND SHRUBS: ,..,
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I A. Not applicable to this project. zD ~ 11
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3.02 PLANTING SOIL MIXTURE: n c..:> \
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I A. Not applicable to this project =-< \-n 5i 0
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3.03 SEED, FERTILIZE, LIME AND MULCH: ~ ~
I
A. Apply lime by mechanical means at rate of 3,000 pounds per acre
I B. Apply fertilizer at rate of 450 pounds per acre.
C. Seed Areas:
1. Remove weeds or replace loam and reestablish finish grades if any delays
I in seeding lawn areas allow weeds to grow on surface or loam is washed
out prior to sowing seed. This work will be at the Contractor's expense.
I 2. Sow seed at rate of 175 pounds per acre on calm day, by mechanical
means. Sow one-half of seed in one direction, and other one-half at right
angles to original direction.
I 3. Rake seed lightly into loam to depth of not more than X-inch and compact
by means of an acceptable lawn roller weighing 100 to 150 pounds per
linear foot of width.
I 4. Hydro-seeding may be used upon approval of the Engineer.
D. Water lawn area adequately at time of sowing and daily thereafter with fine spray
until germination, and continue as necessary throughout maintenance and
I protection period.
E. Seed during approximate time periods of April 1 to May 15 and August 15 to
I September 15, and only when weather and soil conditions are suitable for such
work, unless otherwise directed by the Engineer.
F. All areas requiring mulch shall be mulched as soon as seed is sown and final
I rolling is completed. Mulch shall be evenly and uniformly distributed and anchored
into the soil. The application rate for reasonably dry material shall be approximately
1 Yz tons of dry cereal straw, two tons of wood excelsior, 'or two tons of prairie hay
I per acre, or other approved material, depending on the type of material furnished.
All accessible mulched areas shall be consolidated by tilling with a mulch stabilizer,
and slope areas shall be tilled on the contour. Crawler-type or dual-wheel tractors
I shall be used for the mulching operation. Equipment shall be operated in a manner
to minimize displacement of the soil and disturbance of the design cross section.
G. Apply additional care as necessary to ensure a hearty stand of grass at the end of
I the one-year maintenance period.
I 02900 - 3
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;:::::: ~A. di:tnstall sod not more than 48 hours after cutting. Stake all sod as necessary to
LC. <"-.:; (>- (prevent erosion before establishment. I
~2 &~
~ B. $ Apply lime by mechanical means at a rate of 3,000 pounds per acre.
~ Q
C. Apply fertilizer at a rate of 450 pound per acre. I
D. Remove weeds or replace loam and reestablish finish grades if there are any
delays in sodding. I
E. Rake area to be sodded.
F. Roll sod to establish smooth, uniform surface. I
G. Water area adequately at time of sodding and continue as necessary throughout
maintenance period. I
H. Sod during approximate time periods of April 1 to May 15 and August 15 to
October 15, and only when weather and soil conditions are suitable for such work, I
unless otherwise directed by the Engineer.
I. Apply additional care as necessary to ensure a hearty stand of grass at the end of I
the one.year maintenance period.
3.05 MAINTENANCE - ALL PLANTlNGS:
A. Begin maintenance immediately and continue maintenance until final acceptance I
of work. Water, mulch, weed, prune, spray, fertilize, cultivate and otherwise
maintain and protect all plantings. I
B. Maintain sod and seed areas at maximum height of 2% inches by mowing at least
three times. Weed thoroughly once and maintain until time of final acceptance. I
Reseed and refertilize with original mixtures, watering, or whatever is necessary to
establish, over entire area, a close stand of grasses specified, and reasonably free
of weeds and undesirable grasses. I
C. Reset settled trees and shrubs to proper grade and position, and remove dead
material. I
D. All planUngs shall be guaranteed for a period of one year after by City Council
acceptance of the project. I
E. The Contractor shall supply all water for planting and maintenance. Water may be
obtained at the Contractor's expense at the bulk water fill station located at 1200 S.
Riverside Drive. All water must be paid for in advance at the Civic Center, 410 E. I
Washington Street.
END OF SECTION 02900 I
02900 - 4 I
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I APPENDIX I
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I STORM WATER POLLUTION PREVENTION
PLAN ,...,
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I lOW A HIGHWAY lIKITTY LEE ROAD RIGHT
TURN LANE
I
I IOWA CITY, IOWA
I
I
I February 15, 2006
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TABLE OF CONTENTS I
PAGE I
1. SITE DEScRlPTION.....................................................................................1
2. CONTROLS. .......... ....... ........... ..... ....... .............. ............ ... ... .... ..... ...... ... ......1 I
2.1 EROSION AND SEDIMENT CONTROLS................................................ 1 I
2.2 OTHER CONTROLS........ ....................................... _................ .......... 2
3. P. P. P. MAINTENANCE & INSPECTION PROCEDURES .................................2-3 I
4. CERTIFICATIONS ....................................................................................4 - 6
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-.-l ~ ?='U APPENDIX
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I-A. lOW A DEPARTMENT OF NATURAL RESOURCES, NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM, GENERAL PERMIT NO.2
I-B. INSPECTION AND MAINTENANCE REPORT FORM I
I-e. VIOLATIONS FOR GENERAL PERMIT NO.2
I
I-D. CORRESPONDENCE
I-E. GRADING AND EROSION CONTROL PLAN SHEETS (enclosed) I
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I 1 SITE DESCRIPTION
I Iowa Highway I1Kitty Lee Road Right Turn Lane is a 500 foot long highway improvement project in Iowa
City, Iowa. The site is located in the southwest part oflowa City near the interchangeoflowa Highway 1 and
US Highway 218. Drainage from the site will move away from this site to the north to MWD Davis Addition,
I which has a wet bottomed detention basin that drains to an unnamed tributary of Willow Creek and then to
Willow Creek and the Iowa Rwer, respectively.
I This project will consist of site grading, subdrain installation and paving. Construction activities that can cause
soil disturbance include; site clearing and grubbing, site grading, subdrain installation and paving. These
activities, particularly site grading, will occur over nearly the entire site.
I There is no known water quality data for runoff on this site. This site has one soil type, which is listed on the
following table. Roadbed fill has also been placed in the site, so a wide variety of soil types could b~und..
"'"
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I SOIL NAME SLOPE DRAINED PERMEABILITY ~CE~OFF
Ladoga Silt Loam 2-5% Moderately Well Moderately Slow ~m~ :D
0-< - ,....-
I The anticipated sequence of construction activities is as follows: '3.0 c..:> rn
1. Site clearing and grubbing -_~ ~ 0
2. Install down slope silt fences ~;" '8
I 3. Site grading
4. Final grade and compact pavement subgrade ~ g
5. Construct concrete pavementand shoulders
I 6. Fine grade areas adjacent to pavements
7. Final seeding of the site
I A grading and erosion control plan is included in the plan set which identifies the site improvements and
erosion control measures.(See Sheet R.01.)
I 2. CONTROLS
2.1 EROSION AND SEDIMENT CONTROL
I Prior to any soil disturbing activities occurring on the site, down slope silt fences shall be installed. This silt
fence serves as checks to prevent silt from leaving the site while grading activities occur
I After completion of the site and preparation of the street subgrades, the grading contractor shall place
stabilization seeding on all areas except areas to receive paving. The intent of this step is to stabilize areas
I where soil disturbances are compHe and allow continued utilityand paved area construction
Stabilization seeding shall be by temporarv seeding as specified by mOT Standard Specification 260 I .05.
I Temporary seeding is used to incorporate perennial grasses, since this stabilization is only needed until
building, utility and road construction is completed. Temporary seeding shall commence no more than 14 days
following soil disturbing activities in tre areas to be treated.
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Follo~g fine grading adjacent tothe paved areas, the grading contractor shall placefinal seeding on these I
~reas ~ all otl~ disturbed areas. If an area previously seeded has been disturbed or does not show a good
<-stand:Qf gr~~all be reseeded. I
U_' ~ lLJ-
.::::the ~ect~i!fjhis pollution prevention plan is to minimize erosion during construction and prevent silt from .
lUeav~ th~@) These objectives will be met when the site is stabilized. Stabilized means that all soil I
dist~in~!it.'ities at the site have been completed, and that a unifonn perennial vegetative cover with a
der@;tyo .%.4'or the area has been established or equivalent stabilization measures have been employed. The
colitractor sQI be responsible for installation and maintenance of all erosion control features and creating a I
stabilized site as described in this plan. Installations of particular erosion control measures have been
identified as the responsibilityof specific contractors. The City ofIowa City may choose to delegate additional
erosion control tasks to contractors or subcontractor as he chooses. I
All Contractors operating on the site shall take efforts to prevent contamination of stonn water runoff,
groundwater and soils by hazardous materials and pollutants caused by their operations or encountered in their I
work. All waste building materials and supplies must be removed from the site. If construction equipment
maintenance or repair is perfonnedon the site, provisions must be made to capture and remove any lubricants
or other fluids. The Contractor shall notifY the City ofIowa City immediately upon finding hazardous material
contamination either existing at the site or caused by construction activities. I
Each and every Contractor shall be reponsible to the City of Iowa City to:
1. Execute his part of the pollution plan as directed by the prime contractor and City of Iowa I
City.
2. Conduct his activities to not damage an existing erosion control measure or stabilizing
vegetation. If damage ocwrs, the Contractor at fault shall make repairs at his cost. I
3. Coordinate with the prime contractor and City of towa City for installation of additional
erosion control measures that maybe needed during construction.
2.2 OTHER CONTROLS I
All wastes composed of building/construction materials must be removed from the site for disposal in I
pennitteddisposal facilities. No building/construction material wastes or unused building/construction material
wastes shall be buried, dumped, or discharged at the site.
Off-site vehicle tracking of sediments shall be minimized I
3. POLLUTION PREVENTION PLAN MAINTENANCE AND INSPECTION PROCEDURES
The Prime Contractor shall be responsible for executing the plan toward the goal of creating a stabilized site. I
The City of Iowa City shall make determination of Contractors compliance with the plan and may direct
additional measure to be taken by any contractorto correct a deficiency or execute a plan modification. Each I
control structure shall be maintained in an operable condition through the life of the project until final
stabilization has been achieved.
The Prime Contractor shall make regular inspections of all erosion control measures identified by this plan as I
well as disturbed areas and areas used for storage of materials that are exposed to precipitation shall be
inspected for evidence of, or the potential for, pollutants entering the drainage system. Locations where I
vehicles enter or exit the site shall be inspected for evidence of offsite sedimenttracking. He shall prepare an
inspection report that identifies soil disturbing activities and the condition of each control measure. Corrective
PPP-4 I
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I action required shall be identified. Inspection frequency shall be every seven days and within 24 hours of the
end of 0.5 inch or greater rainfall event. Any changes that may be required to correct deficiencies in the
I Pollution Prevention Plan noted during an inspection should be made as soon as possible after an inspection
but in no case later Ihan seven days after inspection An inspection and maintenance form is attached to this
report.
I The Prime Contractor shall also keep a record of construction activity on the site. In particularthe record shall
include:
I dates erosion control measures are installed
dates when major grading activities occur on portions ofthe site
- dates when particular phases of construction are ceased in any portion of the site, either
I temporarily or permanently
dates when stabilization of an area is initiated.
I For a construction activity to be in full compliance with its NPDES stonn water general penn it, and for Stonn
Water Pollution Prevention Plan to be effective, the plan must accurately reflect site features and operations.
When it does not, the plan must be changed. The plan must also be changed ifthe operator observes that it is
I not effective in minimizing pollutant discharge from the site.
In addition, the Pollution Prevention Plan shall be updated to:
I include contractors identified after the submittal of the Notice of Intent. These contractors
shall certify the plan and be identified as cepermittees.
identify any change in ownership or transference of the penn it and penn it responsibilities.
I If, at any time during the effective period of the permit, the DNR finds thatthe plan does not meet one or more
of the minimum standards established in the general penn it, the DNR will notify the pennittee of required
I changes necessary to bring the plan up to standard. Penn ittees shall have seven days after notification to make
the necessary changes. See Appendix B for a list of violations associated with an Iowa General Penn it No.2.
I Because construction activities may handle certain hazardous substances over the course of the project, spills of
these substances may create a "hazardous condition" and are required to be reported Iowa law requires that as
soon as possible but not less than six hours after the onset of a "hazardous condition". the DNR and local
sheriffs office or the office of the sheriff of the affected county to be notified
I The storm water Pollution Prevention Plan must be modified within 14 calendar days of a "hazardous
condition." The Pollution Prevention Plan shall describe the release and the circumstances leading to the
I release. Steps to prevent the reoccurrenceofsuch releases are to be identified in the plan and implemented.
When the site has achieved final stabilization, a Notice of Discontinuation must be submitted to Iowa DNR
I within 30 days. This notifies the DNR that discharge related to constmction activity has been discontinued and
that the site is no longer subject to pennitting requirements.
I Final stabilization is defined as all soil disturbin'g activities at the site have been completedandthat a Uiljform
perennial vegetative cover with a density of 70 percent of the cover for unpaved areas~t covered by
permanent structures has been established or equivalent permanent stabilization measures (sjlJ:i@ thedl6e o~
I rip rap, gab ions, or geotextiles) have been employed. C) --< ~ -
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4. CERTIFICATIONS I
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For each erosion control measure, the General Contractor must clearly identify the subcontractors that will
implementthe measures identified on this Pollution Prevention Plan. All subcontractors coming on-site must
sign the following certification statement before conducting any professional service at the site identified in the I
Pollution Prevention Plan.
*************************************************************************************
I certify under penalty oflaw thatthis document and that all attachments were prepared under my direction or I
supervision in accordance with a system designed to assure that qualified personnel properly gathered and
evaluated the infonnationsubmitted. Based on my inquiry of the person or persons who manage the system, or I
those persons directly responsible for gathering the infonnation, the infonnation submitted is, to the best of my
knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fine and imprisonment for knowing violations. I
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Prime Contractor I
I certify under penalty of law that I understand the tenns and conditions of the general National Pollutant I
Discharge Elimination System (NPDES) penn it that authorizes the storm water discharges associated with
industrial activity from the construction site as part of this certification. Further, by my signature, I understand
that I am becoming a co-pennittee, along with the owner(s) and other contractors and subcontractors signing I
such certifications, to the Iowa Department of Natural Resources NPDES General Permit No.2 for "Storm
Water Discharge Associated with Industrial Activity for Construction Activities" at the identified site. As a co-
pennittee,! understand that I, and my company, are legallyrequired under the Clean Water Act and the Code
of Iowa, to ensure compliance with the terms and conditions of the stonn water pollution prevention plan I
developed under this NPDES permit and the terms of this NPDES penn it.
Responsibilities Include: I
Contractor: I
By: I
Title
Date:
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I Sub-Contractor
I certify under penalty of law that I understand the terms and conditions of the general National Pollutant
I Discharge Elimination System (NPDES) permit that authorizes the storm water discharges associated with
industrial activity from the construction site as part of this certification. Further,. by my signature, I understand
that I am becoming a co-permittee, along with the owner(s) and other contractors and subcontractors signing
I such certifications, to the Iowa Department of Natural Resources NPDES General Permit No.2 for "Storm
Water Discharge Associated with Industrial Activityfor Construction Activities" at the identified site. As a co-
permittee, I understand that I, and my company, are legally required under the Clean Water Act and the Code
I of Iowa, to ensure compliance with the terms and conditions of the storm water pollution prevention plan
developed under this NPDES permit and the terms of this NPDES permit.
I Responsibilities Include:
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I I certify under penalty of law that I understand the terms and conditions of the general National Pollutant
Discharge Elimination System (NPDES) permit that authorizes the storm water discharges associated with
industrial activity from the construction site as part of this certification. Further, by my signature, I understand
I that I am becoming a co-permittee, along with the owner(s) and other contractors and subcontractors signing
such certifications, to the Iowa Department of Natural Resources NPDES General Permit No.2 for "Storm
Water Discharge Associated with Industrial Activityfor Construction Activities" at the identified site. As a co-
permittee, I understand that I, and my company, are legally required under the Clean Water Act and the Code
I of Iowa, to ensure compliance with the terms and conditions of the storm water pollution prevention plan
developed under this NPDES permit and the terms of this NPDES permit.
I Responsibilities Include:
I Contractor.
I By:
Title
Date:
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Sub-Contractor
I certify under penalty of law that I understand the terms and conditions of the general National Pollutant I
Discharge Elimination System (NPDES) permit that authorizes the storm water discharges associated with
industrial activity from the construction site as part ofthis certification. Further, by my signature, I understand I
that I am becoming a co-permittee, along with the owner(s) and other contractors and subcontractors signing
such certifications, to the Iowa Department of Natural Resources NPDES General Permit No.2 for "Storm
Water Discharge Associated with Industrial Activityfor constiuction Activities" at the identified site. As a co- .
permittee,! understand that I, and my company, are legallyrequired under the Clean Water Act and the Code
of Iowa, to ensure compliance with the terms and conditions of the storm water pollution prevention plan
developed under this NPDES permit and the terms of this NPDES permit. I
Responsibilities Include:
I
Contractor:
By: I
Title
Date: I
************************************************************************************* I
Pollution Prevention Plan prepared by: I
MMS CONSULTANTS, fNC.
19 I 7 S. Gilbert St.
Iowa City, tA 52240 I
319/351-8282
I hereby certify that this plat, map, surveyor report was prepared by me, or under my direct personal I
supervision, and that I am a duly registered Professional Engineer under the laws of the State of Iowa.
I
Scott B. PottorffP.E. IA License No. 16932
My Biennial ucense expires December 31, 2007 I
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I lOW A DEPARTMENT OF NATURAL RESOURCES
I NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
GENERAL PERMIT NO.2
I EFFECTIVE DATES
I OCTOBER 1, 2002 THROUGH OCTOBER 1, 2007
I FOR.
I STORM WATER DISCHARGE ASSOCIATED WITH
INDUSRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES
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~RT I. ~OVERAGE UNDER THIS PERMIT ................................................................................1
A. PERMIT AREA. ............................................................................................................................... I I
B. ELIGIBILITy....................... ............................. ............ ............... ..................... ................ ..... ........... 1
C. REQUIRING AN INDIVIDUAL PERMIT.............................................................................................\
D. AUTHORlZA TION. ...........................................................................................................................2 I
PART II. NOTICE OF INTENT (NO!) REQUIREMENTS .............................................................2
A. DEADLINES FOR FILING A NOTICE OF INTENT.............................................................................2 I
B. FAILURE TO NOTIFY. .....................................................................................................................3
C. CONTENTS OF THE NOTICE OF INTENT........................................................................................3 I
D. WHERE TO SUBMIT........................................................................................................................4
E. RENOTIFICA TION. ..........................................................................................................................4 I
F. TRANSFER OF COVERAGE UNDER TillS PERMIT. .........................................................................4
G. NOTICE OF DISCONTINUA TION. ....................................................................................................4 I
PART III. SPECIAL CONDITIONS, MANAGEMENT PRACTICES, AND OTHER NON-
NUMERIC LIMIT A TIONS .................................................................................................................5 I
A. PROHIBITION ON NON-STORM WATER DISCHARGES. .................................................................5
B. RELEASES IN EXCESS OF REPORTABLE QUANTITJES...................................................................5 I
PART IV. STORM WATER POLLUTION PREVENTION PLANS...............................................5
A. DEADLINES FOR POLLUTION PREVENTION PLAN PREPARATION AND cOMPLlANCE.................5 I
B. SIGNATURE AND PLAN REVIEW.....................................................................................................5
C. KEEPING PLANS CURRENT. ..........................................................................................................6
D. CONTENTS OF THE POLLUTION PREVENTION PLAN....................................................................6 I
PART V. RETENTION OF RECORDS ........................................................................................... 10
PART VI. STANDARD PERMIT CONDITIONS ...........................................................................\0 I
A. DuTY TO cOMPL Y........................................................................................................................10 I
B. CONTINUA nON OF THE EXPIRED GENERAL PERMIT. ...............................................................10
C. NEED TO HALT OR REDUCE ACTIVITY NOT A DEFENSE. ..........................................................\0 I
D. DUTY TO MITIGATE.....................................................................................................................\0
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I E. DUTY TO PROVIDE INFORMA TION. .............................................................................................11
F. OTHER INFORMA TION. ................................................................................................................11
G. SIGNA TORY REQUIREMENTS. .....................................................................................................1I
I H. cERTIFICA TION. ..........................................................................................................................11
I. OIL AND HAZARDOUS SUBSTANCE LIABILITY. .............................................................................11
I J. PROPERTY RIGHTS.......................................................................................................................11
K. SEVERABILITY. ... ......... ........................... ............. ............. ...................................... .............. ....... 12
I L. TRA NS FE RS. ...... ........... ..... ............. ..........:............ ........................... ............................ ................ 12
M. PROPER OPERATION AND MAINTENANCE. ...............................................................................12
N. INSPECTION AND ENTRY. ............................................................................................................12
I O. PERMIT ACTIONS. .......................................................................................................................12
P. ENVIRONMENTAL LA WS. .............................................................................................................12
I PART VII. REOPENER CLAUSE....................................................................................................12
I PART VIII. DEFINITIONS...............................................................................................................12
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Iowa Department of Natural Resources NPDES General Permit No.2 I
STORM WATER DISCIJARGE AsSOCIATED wrm INDUSfRL\L Acnvfrv FOR CONSTRurnON AcnvrnES
CO EFFECllVE DATE. OCTOBER 1, 2002 TO OcroBER 1, 2007
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~. IT AREA. This permit covers all areas B. storm water discharges associated with
"'" 0 State ofIawa. industrial activity for construction activities I
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'" - which are covered by an existing individual
B. ELIGIBILITY. NPDES permit or which are issued a permit
in accordance with Part I.e. of this permit. I
1. A. Except for discharges identified under
Parts I.B.2. and I.B.3., this permit may Storm water discharges authorized by an
authorize the discharge of stonn water existing individual NPDES permit will be
associated with industrial activity from eligible (0 apply for coverage under this I
construction sites, (those sites or common general permit as the existing individual
plans of development or sale that will result permit expires; and
in the disturbance of one or more acres total
land area), (hereafter referred to as storm C. storm water discharges associated with I
water discharge associated with industrial industrial activity for construction activities
activity for construction activities) occurring that Ihe Iowa Department of Natural
after the effective date of this permit Resources has determined to be or may I
(including discharges occurring after the reasonably be expected to be contributing to
effective date of this permit where Ihe a violation of a water quality standard.
construction activity was initiated before the
effective date of this permit), including storm 3. EXCLUSIONS. The following "storm water I
water discharge associated with industrial discharges associated with industrial activity"
activity from areas that are dedicated to from construction activities do not require a
producing earthen materials, such as soils, NPDES pennit: I
sand and gravel, for use a( a single
construction site. discharges from agricultural and silvicultural
activities including storm water runoff from
B. This permit may authorize storm water orchards, cultivated crops, pastures, range I
discharge from a construction site that is lands, and forest lands, but not discharges
mixed with storm water discharge associated from concentrated animal feeding operations
with industrial activity from sources other as defined in 40 CFR 122.23, concentrated
than construction activities provided that the aquatic production facilities as defined in 40 I
storm water discharge from the industrial CFR 122.24, discharges 10 aquaculture
(non-construction) source is in compliance projects as defined in 40 CFR 122.25, and
with the terms of a NPDES general pennit, discharges from silvicultural point sources as I
other than this general permit, or individual defined in 40 CFR 122.27.
permit authorizing such discharge. In
addition, the storm water other than from C. REOUIRING AN INDIVIDUAL PERMIT.
construction, shall be in compliance with Part I
1VD.6. of this pennit. 1. The Department may require any person
authorized by this permit to apply for and
2. LIMITATIONS ON COVERAGE. The following obtain an individual NPDES permit. The
storm water discharges associated with Department may require any owner or I
industrial activity for construction activities operator authorized to discharge under this
are not authorized by this permit: permit to apply for an individual NPDES
permit only if the owner or operator has been I
A. stann water discharges that are mixed notified in writing that a permit application is
with sources of non-storm water other than required. This notice shall include a brief
I I
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I IOWA DEPARTMtNTOFNATURAL RESOURCES NPDES GEJ\'ERAL PERMIT No.2
SroRM WATER DISCIIARGE AsSOClATEDWITH INDUSTRIAl. Acrrvrn' fOR CONSTRUCTION AcnVHIES
EfTEcm'E DATE- OCroBER I, 2002 TO OaOBER I, 2007
I
statement of the reasons for this decision, an I.B. of this permit to be authorized to
I application form, a statement setting a discharge under this general permit.
deadline for the owner or operator to file the
application, and a statement that on the 2. Unless notified by the Department to the
effective date of the individual NPDES contrary, dischargers who submit a Notice of
I permit, coverage under this general permit Intent (NOI) in accordance with the
shall automatically terminate. If an owner or requirements of Part II of this permit are
operator fails to submit an individual NPDES authorized to discharge storm water
permit application required by the associated with industrial activity for
I Department under this paragraph, coverage of construction activities under the terms and
this general permit automatically is conditions of this permit on the date the
I terminated at the end of the day specified for completed N9tice of Intent was received by
I submittal of the individual NPDES the Department or the date construction is
application. scheduled to begin as provided on Form 542-
1415 (Notice of Intent) whichever is later.
2. Any person authorized to discharge under Upon review of the Notice of Intent, the
I this permit may apply for an individual Department may deny coverage under this
NPDES permit. In such cases, the discharger permit and require submittal of an application
shall submit the following in accordance with for an individual NPDES permit.
I the requirements of subrule (567)--64.3(4) in
the Iowa Administrative Code:
PART II. NOTICE OF INTENT (NOl)
A. an individual application, using DNR REQUIREMENTS
I Form I and EPA Fonn 2F, and,
A. DEADLINES FOR FILING A NOTICE OF
B. all applicable fees identified in rule INTENT.
(567)--64.16 in the Iowa Administrative
I Code. I. Except as provided in Parts II.A.2. and II.A.3.
of this permit, Individuals who intend to
3. When an individual NPDES permit is issued obtain coverage for an existine storm water
I to a discharger covered under this general discharge associated with industrial activity
permit, the applicability of this general permit for construction activities which expired on or
to the individual NPDES permittee is after October 1,2002, shall submit a complete
automatically terminated on the effective date Notice of Intent (NOI) in accordance with the
I of the individual NPDES permit. requirements of Part II.C. on or before April I,
2003.
When an individual NPDES pennil is denied
I to a discharger otherwise subject to this 2. For stonn water discharge associated with
permit, the applicability of this permit to the industrial activity for construction activities
individual NPDES permittee is automatically where construction begins after October 1,
terminated on the date of such denial, unless 1992, the NOl requirements specified in Part
I otherwise specified by the Department. fI.C. of this permit shall be submitted to the
Department at least 24 hours prior to the start
D. AUTHORlZA nON. of construction.
.....,
I 1. A discharger must submit a Notice of Intent 3. DEFERMENTS. The applic't3n deadl~ and
(NOI) in accordance with the requirements of requirements for stonn ~M di~rge
Part II of this permit in order for storm water associated with industriij; :1Wtivit~.. for-n
I discharge ass.ociated. ,:i.th industrial activity ~onstruction activities in whEj-t<<k d~s~ar.ge-
for constructIOn activIties pursuant to Part IS owned or operated by..:-a. rll"iunlCqilllty t
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IOWA DEPARll'tfENT OF NATURAL RESOURCES NPDES GE.'1ERAL PERMIT NO.2 I
STORM WATI:R DISCHARGE AssOCIATED WITH INDUSTRIAL AcnVITY FOR CONSTRUcnON ACIlVTIlES
CO EfYECIlVE DAIT- OcroOER I, 2002 TO OClUlIER I, 2007
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-, s~ng a population less than 100,000 have E. An indication if any existing
- (") ~ived until March 10,2003. quantitative data i~ available describing the
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.:,: ,- discharges and a summary of available
.~ -:::<: existing data. (Existing data should not be
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~. FifflURE TO NOTIFY. Dischargers who fail to included as part of the NOI, it should retained I
no y the Department of their intent to be as part of the Pollution Prevention Plan).
covered, and discharge pollutants to water of
the United States within Iowa, without an F. A brief description of the project; an I
NPDES permit, are in violation of the Clean estimated timetable for major activities; and,
Water Act and the Code oflowa. an estimate of the number of acres of the site
on which soil will be disturbed.
C. COl"ll'TENTS OF THE NOTICE OF INTENT. A I
complete Notice of Intent shall include the G. A certification that compliance with
items described in Parts II.C.I., II.C.2., and G.(J) through G.(4). are met:
I\.C.3. of this penni!. I
G.(J). the pollution prevention plan has
J. A completed Notice of Intent (NO I) form, been developed before this Notice of Intent is
DNR Form 542-1415, signed in accordance submitted to the Department;
with Part V\.G. of this permit. The I
information on the form shall include the G.(2). the pollution prevention plan will
following: be implemented on October 1, 1992 for any
existing storm water discharge associated
A. Name, address, and location of the with industrial activity for construction I
construction site for which this notification is activities" For a storm water discharge
submitted. The location should be provided associated with industrial activity for
as the 1/4 section, township, range, and the construction activities that commence after I I
county in which the storm water discharge is October 1, 1992, the pollution prevention
located. plan shall be implemented with the start of
construction activities;
B. The owner's name, address, telephone I
number, and status (federal, "state, private, G.(3). this Notice of lntent will be
public or other entity). included and incorporated into the ponution
prevention plan and will be updated as I
c. The name, address and telephone required; and, I
number of any operator (contractor) that has
been identified as having a role 1"0 the storm G.(4). the storm water pollution
water pollution prevention plan for the site prevention plan provides compliance with I
required under Part IV.D.? of this permit. section 467A.64 of the Code of Iowa and
Contractors (operators) identified after the local sediment and erosion plans and are
submittal of the completed Notice of Intent consistent with the requirements of Part IV of
shall be identified in the pollution prevention this general penn it. I
plan.
2. ApPLICABLE FEF.S. The applicable fees
D. The type of discharge (new or existing specified in Iowa Administrative Code 56? -- I
as related to October I, 1992); whether or not 64.16(455B). I
the discharge is to a municipal separate storm
sewer system; the date the discharge is to 3. PUBLIC NOTIfICATION. A demonstration I
commence; the pennit status of the discharge; that the public notice specified in Iowa I
and, the name of the receiving waters. Administrative Code 567--64.6(t)"c"(2) was
published at least one day, in at least two i
3 I
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I IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No.2
SToRM WATER DISCHARGE AssOCIATED WITH INDUSTRIAL AcrMTY FOR CONSTRUcnON ACTIVIllES
EFFECOVE DATI:- OCTOBER 1, 2002 TO o<'TOUER I, 2007
I
newspapers with the largest circulation in the including when the transferred property is
I area in which the facility is located or the less than five acres in area. If the new
activity will occur. owner(s) agree m writing to be solely
responsible for compliance with the
I provisions of this permit for the property
D. WHERE TO SUBMtT. Facilities which which has been transferred, then the existing
discharge storm water associated with pennittee(s) shall be relieved of responsibility
industrial activity for construction activities for compliance with this permit for the
I must submit items described in Parts II.C.l., transferred property, from and after the date
2., and 3. of this permit to the Department at the Department receives written notice of
the following address: transfer of responsibility. A copy of the
notice of transfer of responsibility shall be
I Storm Water Coordinator included in the pollution prevention plan.
Iowa Department of Natural Resources
Henry A. Wallace Building G. NOTICE OF DISCONTINUATION.
I 502 E. 9th St.
Des Moines, IA 50319-0034 1. Within 30 days after final stabilization at a
construction site (as defined in Part VIII of
E. RENOTlHCATlON. Within 180 days after this this permit), the operator or owner of the
I general permit expires, the permittee is facility shall submit a Notice of
required to resubmit a completed Notice of Discontinuation to the Department.
Intent with the Department for coverage
under the new general permit. If a general 2. The Notice of Discontinuation shall include
I pennit has not been reissued within 180 days the following information:
after expiration, the stonn water discharger
must apply for an individual NPDES permit A. the name of the owner/operator to which
I according to the procedures identified in the permit was issued;
Iowa Administrative Code 567--64.3(4).
B. the general permit number and permit
F. TRANSFER OF COVERAGE UNDER THIS authorization number;
I PERMIT. For stonn water discharge
associated with industrial activity for c. the date the construction site reached
construction activities where the ownership final stabilization; and,
I changes, the Department must be notified of
the title transfer within 30 days. If a stann D. the following certification signed In
water discharge associated with industrial accordance with Part Vl.G. of this permit:
activity for construction activities is covered
I by this general permit, the new owner(s) shall "I certify under penalty of law that disturbed
be subject to all terms and conditions of this .soils at the identified facility have been
general permit. A copy of the notice of finally stabilized and temporary erosion and
transfer that was sent to the Department shall sediment control measures have been
I be included in the pollution prevention plan. removed or will be removed at an appropriate
For construction activity which is part of a time. I understand that by submitting this
larger common plan of development such as a Notice of Discontinuation, that I am no
I housing or commercial development project, longer authorized to discharge stonn water
if a permittee transfers ownership of all or any associated with industrial activity for
part of property subject to this permit, both construction activities by Iowa Departrp!;Ot of
the permittee and transferee shall be Natural Resources Genera!.-blPDES finnit
I responsible for compliance with the No.2. and that diSChargin~ant@om
provisions of this permit for that portion of storm water associated with' al a~ity -n
the project which has been transferred to waters of the United Stl1'tesJ{ unl~ful r
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IOWA DEPAR11\1ENT OF NA11JRAL RESOURCES NPDES GENERAL PERMIT NO.2 I
Ci:) SroRM \VATER DISCHARGE AsSOCIATED WITH INDU~ ACI1VI1Y FOR CONSlRUcnON AcnvrnES
C> ?i EFFECIlVE DATE- OCTOBER I, 2002 TO OcroBER I, 2007
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- ~lli!!Jge is not authorized by a NPDES circumstances leading to the release and to I
LL c:: -~" identify and provide for the implementation
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'c- 0$ of steps to prevent the reoccurrence of such
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MANAGEMENT PRACTICES, AND OTHER
NON-NUMERIC LIMITATIONS PART IV. STORM WATER POLLUTION
PREVENTION PLANS
A. PROHIBITION ON NON-STORM WATER I
DISCHARGES. A storm water pollution prevention plan shall be
developed for each construction site covered by this
1. All discharges authorized by this permit shall permit. Storm water pollution prevention plans shall I
be composed entirely of stonn water except be prepared in accordance with good engineering
for non-storm discharges listed In Part practices. The plan shall identify potential sources
IlI.A.2. of pollution which may reasonably be expected to
affect the quality of the storm water discharge from I
2. Discharges from fire fighting activities; fire the construction activities. In addition, the plan shall
hydrant flushings; waters used to wash describe and ensure the implementation of practices
vehicles In accordance with Part which will be used to reduce the pollutants in storm I
IV.D.2.c.(2).; potable water sources including water discharge associated with industrial activity
waterline flushings; irrigation drainage; for construction activities at the construction site and
routine external building wash down which to assure compliance with the terms and conditions
does not use detergents; pavement of this permit. Facilities must implement the I
washwaters where spills or leaks of toxic or provisions of the stonn water pollution prevention
hazardous materials have not occurred {unless plan required under thh part as a condition of this
all spilled material has been removed) and permit. I
where detergents are not used; air
conditioning condensate; springs; and A. DEADLINES FOR POLLUTION PREVENTION
foundation or footing drains where flows are PLAN PREPARATION AND COMPLIANCE.
not contaminated with process materials such I
as solvents; may be authorized by this permit I. POLLUTION PREVENTION PLAN
provided the non-storm water component of PREPARATION DEADLINE. The pollution
the discharge is in compliance with Part prevention plan shall be completed prior to
IV.D.5. of this permit. the submittal of an NOI to the Department to I
be covered under this permit and shall be
B. RELEASES IN EXCESS OF REPORTABLE updated as appropriate.
QUANTITIES. Any owner or operator I
identified in the pollution prevention plan is 2. POLLUTION PREVENTION PLAN
subject to the spill notification requirements COMPLIANCE DEADLINE. The pollution
as specified in 455B.386 of the Iowa Code. prevention plan shall provide for compliance
Iowa law requires that as soon as possible but with the lerms and schedule of the plan with I
not more than six hours after the onset of a the initiation of construction activities.
"hazardous condition" the Department and
local sheriffs otTIce or the otTIce of the sheriff B. SIGNATURE AND PLAN REVIEW.
of the affected county be notified. I
1. The plan shall be signed in accordance with
The storm water pollution prevention plan Part VLG., and be retained at the construction
described in Part IV of this permit must be site from the date construction activities I
modified within 14 calendar days of begin to the date of final stabilization.
knowledge of the release to provide a I
I
5
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I
I low A DEPARTMENT OF NA 11JRAL RESOURCES NPDES GENERAL PERMIT No.2
SrORM WATER DISCHARGE AsSOClA TED wrrn INDUSTRiAL ACTIVITY FOR CONSTRUcnON AcnvrnES
EFFECOVE DATE- OCTOBER I, 2002 TO OCroOER I, 2007
I
2. The permittee shall make plans available to permit; identify any change in ownership or
I the Department upon request, or in the case of transference of the permit and permit
a storm water discharge associated with responsibilities; or, if required, by the
industrial activity for construction activities occurrence of a hazardous condition (as
which discharge through a large or medium defined in Part VIlI of this pennit).
I municipal separate storm sewer system with Amendments to the plan may be reviewed by
an NPDES permit, to the municipal operator the Department of Natural Resources in the
of the system. same manner as Part IV.B.2.
I 3. The Department may notify the permittee at D. CONTENTS OF THE POLLUTION PREVENTION
any time that the plan does not meet one or PLAN. The storm water pollution prevention
more of the minimum requirements of this plan shall include the following items:
I Part. After such notification from the
Department, the permittee shall make changes 1. SITE DESCRIPTION. Each plan shall, provide
to the plan and shall submit to the a description of the following:
Department a written certification that the
I requested changes have been made. Unless A. a description of the nature of the
otherwise provided by the Department, the construction activity;
permittee shall have 7 days after such
I notification to make the necessary changes. B. estimates of the total area of the site and
the area of the site that is expected to be
4. All storm water pollution prevention plans disturbed by excavation, grading, or other
received by the Department from the activities;
I permittee are considered reports that shall be
available to the public under Section 308(b) c. an estimate of the runoff coefficient of
of the CW A and Chapter 22 of the Code of the site after construction activities are
I Iowa, However, the permittee may claim any completed and existing data describing the
portion of a storm water pollution plan as soil or the quality of any discharge from the
confidential in accordance with Chapter 22 of site;
the Code of Iowa and Iowa Administrative
I Code (561)--2.5. D. a site map indicating drainage patterns
and approximate slopes anticipated after
C. KEEPING PLANS CURRENT. The permittee major grading activities, areas of soil
shall amend the plan whenever there is a 'disturbance, the location of major structural
I change in design, construction, operation, or and nonstructural controls identified in the
maintenance, which has a significant effect on plan, the location of areas where stabilization
the potential for the discharge of pollutants to practices are expected to occur, surface waters
I the waters of the United States and which has (including wetlands), and locations where
not been addressed in the plan or if the storm storm water is discharged to a surface water;
water pollution prevention plan proves to be and
ineffective in eliminating or significantly
I minimizing pollutants from sources identified E. the name of the receiving water(@and
in Part IV.D.2. of this permit, or in otherwise the ultimate receiving water(t[} ~
achieving the general objectives of ~O ;:g:
controlling pollutants in stonn water 2. CONTROLS. Each plan S!lltll:::incl~ a -n
I disch,arge associated with industrial activity description of appropriate c~5fS. tha\-Will F
for construction activities. In addition, the be implemented at the const~ite.c..fhe \11
pollution prevention plan shall be updated to: plan will clearly describe.: l intC1l8ed r-1
I include contractors identified after the sequence of major aClivitie:;JlOfor deh U
submittal of the Notice of Intent as CO- activity, the appropriate contr a;ure~d
permittees, described in Part IV.D.? of this the timing during the const ion prDCeEs
~
I 6
I
I
co , IOWA DEPARlMENTOF NATIlRAL RESOURCES NPDES GENERAL PER/\UTNo. 2 I
c
0; "'~ STORM WATER DISCHARGE AsSOCIATED wmllNDuSllUAL AcnVIn' fOR CONSTRUcnON Acnvrnr.s
r--. EFFECnVE DATE- OCTOBER I, 2002 TO OCTOBER I, 2007
'-1 . - ~O
LLI ''Z DJ- I
---J C") -...J ;>-'
CC - Oc:::
0= ~tCtSe measures will be implemented. (For protection, rock outlet protection, reinforced
:-~ ~Ie, perimeter controls for one portion soil retaining systems, gabions, and I
'- Y it site will be installed after the clearing sediment basins.
~ temporary or pennanent
~ an!grubbing necessary for installation of the Structural practices should be placed on
measure, but before the clearing and grubbing upland soils to the degree attainable. The
for the remaining portions of the site. installation of these devices may be subject to I
Perimeter controls will be actively maintained Section 404 of the CWA.
until final stabilization of those portions of
the site upward of the perimeter control. A.(2).(a). For common drainage locations I
Temporary perimeter controls will be that serve an area with more than 10 disturbed
removed after final stabilization). The acres at one time, a temporary (or penn anent)
description of controls shall address the sediment basin providing 3,600 cubic feet of
following minimum components: storage per acre drained, or equivalent control I
measures, shall be provided where attainable
A. EROSION AND SEDIMENT CONTROLS. until final stabilization of the site. The 3,600
cubic feet of storage area per acre drained I
A.(I). STABILIZATION PRACfICES. A does not apply to flows from offsite areas and
description of temporary and permanent flows from onsite areas that are either
stabilization practices, including site-specific undisturbed or have undergone final
scheduling of the implementation of the stabilization where such flows are diverted I
practices. Site plans should ensure that around the sediment basin. For drainage
existing vegetation IS preserved where locations which serve more than 10 disturbed
attainable and that disturbed areas are acres at one time and where a temporary
stabilized. Stabilization practices may sediment basin providing 3,600 cubic feet of I
include: temporary seeding, permanent storage per acre drained, or equivalent control
seeding, mulching, geolexliles, sod is not attainable, sediment traps, sift fences, or
stabilization, vegetative buffer strips, equivalent sediment controls are required for I
protection of trees, preservation of mature all sides lope and downslope boundaries of
vegetation, and other appropriate measures. the construction area.
Except as precluded by snow cover,
stabilization measures shall be initiated on all A.(2).(b). For drainage locations serving I
disturbed areas as soon as practical but in no 10 or less acres, sediment traps, silt fences or
case where construction activity will not equivalent sediment controls arc required for
occur for a period of 21 or more calendar all sideslope and downslope boundaries of
days later than the 14th day after no the construction area or a sediment basin I
construction activity has occurred on such providing storage for 3,600 cubic feet of
area. Where the initiation of stabilization storage per acre drained.
measures by the 14th day after no I
construction activity occurs is precluded by B. STORM WATER MA1"lAGEMENT. A
snow cover, then stabilization measures shall description of measures that will be installed
be initiated as soon as practic<ible thereafter. during construction to control pollutants in
stonn water discharges that will occur after I
A.(2). STRUCTURAL PRACfICES. A construction operations have been completed,
description of structural practices to the The installation of these devices may be
degree attainable, to divert flows from subject to Section 404 of the CW A. This I
exposed soils, store flows or otherwise limit permit only addresses the installation of
runoff from exposed areas of the site. Such stann water management measures, and not
practices may include silt fences, earth dikes, the ultimate operation and maintenance of
brush barriers, drainage swales, sediment such structures after the construction I
traps, check dams, subsurface drains, pipe activities have been completed and the site
slope drains, level spreaders, storm drain inlet has undergone final stabilization. Permittees
7 I
I
I
I IOWA DEPARTMENT OF NATURAL RFSOURCFS NPDES GENERAL PERMIT NO.2
STORM WATER DrsCHARGE AsSOCIATED WITH lNDuSfRIAL ACIlVITY FOR CONSTRUCTION ~VmES
EFFECIlVE DAlE- OCTOBER I, 2002 TO OCTOB~, 2007
..-;: -:::S:--0
I <i0 ~ -;::::-
. .. . . y ~ ~ \(\;:
are only responsIble for the InstallatIOn and or local waste dIsposal, san~(Sj'wer or Q
I maintenance. of stonn wat~r. m.anagement septic system regulations. . \D ~
measures pnor to final stabilization of the - ~ ..p
~.
site, and are not responsible for maintenance D. ApPROVED STATE OR Lo ANS. 0
after storm water discharges associated with Facilities which discharge sto water :.,..l
I industrial activity have been eliminated from associated with industrial acti-;.rty for
the site. construction activities must include in their
storm water pollution prevention plan
B.(1). Such practices may include: stonn procedures and requirements specified in
I water detention structures (including wet applicable sediment and erosion site plans or
ponds); storm water retention structures; flow storm water management plans approved by
attenuation by use of open vegetated swales State or local officials. Applicable
I and natural depressions; and infiltration of requirements specified in sediment and
runoff onsite; and sequential systems (which erosion plans, site permits or storm water
combine several practices). A goal of 80 management plans approved by State or local
percent removal of total suspended solids officials that are applicable to protecting
I from those flows which exceed surface water resources are, upon submittal of
predevelopment levels should be used in an NOI to be authorized to discharge under
designing and installing storm water this permit, incorporated by reference and are
I management controls (where practicable). enforceable under this permit even if they are
Where this goal is not met, the permittee shall not specifically included in a storm water
provide justification for rejecting each pollution prevention plan required under this
practice based on site conditions. permit.
I B.(2). Velocity dissipation devices shall be Operators of facilities seeking alternative
placed at discharge locations and along the permit requirements shall submit an
I I<;ngth of any outfall channel as necessary to individual permit application in accordance
provide a non-erosive velocity flow from the with Part I.C.2. of this permit along' with a
structure to a water course so that the natural description of why requirements in approved
physical and biological characteristics and State or local plans should not be applicable
I functions are maintained and protected (e.g. as a condition of an NPDES permit.
maintenance of hydrologic conditions,
present prior to the initiation of construction 3. MAINTENANCE. A description of procedures
activities).. to maintain in good and effective operating
I conditions vegetation, erosion and sediment
c. OTHER CONTROLS. control measures and other protective
measures identified in the site plan.
I c.(I). WASTE DISPOSAL. All wastes
composed of building materials must be 4. INSPECTIONS. Qualified personnel (provided
removed from the site for disposal in by the discharger) shall inspect disturbed
pennitted disposal facilities. No building areas of the construction site that have not
I material wastes or unused building materials been finally stabilized at least once every
shall be buried, dumped, or discharged at the seven calendar days and within 24 hours of
site. the end ofa stonn that is 0.5 inches or greater.
I c.(2). Off-site vehicle tracking of A. Disturbed areas and areas used for
sediments shall be minimized. storage of materials that are exposed to
precipitation shall be inspected for evidence
I c.(3). The plan shall ensure and of, or the potential for, pollutants entering the
demonstrate compliance with applicable State drainage system. Erosion and sediment
control measures identified in the plan shall
I 8
I
I
CD low A DEPARTh1F.Nf OF NA11JRAL RESOURCES NPD ES GENERAL PERMIT No.2
Cl ~ I
(j, SroRM WATER DISCUARGE AsSOCIATED 'vrnl INDUSTIUAL ACTIVITY FOR CONSTRUrnON ACTIVTIlES
C ~O EFFECIlVE DAn:- OCTOBER I, 2002 TO OcroBER I, 2007
0.:_
LU ~..c l!J
-.! >-" I
M Oi-
- - b?oBdrved to ensure that they are operating
LL e:: permit may only authorize a stonn water
c~; ~
:.c C ,Where discharge locations or discharge associated with industrial activity I
"" pom~re accessible, they shall be inspected from a construction site that is mixed with a
=
= to ascertain whether erosion control measures storm water discharge from an industrial
.....
arc effective in preventing significant impacts source other than construction, where:
to receiving waters. Locations where vehicles I
enter or exit the site shall be inspected for A. the industrial source other than
evidence of offsite sediment tracking. construction is located on the same site as the
construction activity; I
B. Based on the results of the inspection,
the description of potential pollutant sources B. storm water discharges associated with
identified in the plan in accordance wHh industrial activity from the areas of the site
paragraph IV.D.1. of this permit and where construction activities are occurring are I
pollution prevention measures identified in in compliance with the terms of this permit;
the plan in accordance with paragraph IV.D.2. and,
of this permit shall be revised as appropriate
as soon as practicable after such inspection. c. stonn water discharges associated with I
Such modifications shall provide for timely industrial activity from the areas of the site
implementation of any changes to the plan where industrial activity other than
within 7 calendar days following the construction are occurring (including storm I
inspection. water discharges from dedicated asphalt
plants and dedicated cement plants) are in
c. A report summarizing the scope of the compliance with the terms and conditions,
inspection, name(s) and qualifications of including applicable NO! or application I
personnel making the inspection, the date(s} requirements, of a different NPDES general
of the inspection, major observations relating permit or individual permit authorizing such
to the implementation of the storm water discharges.
pollution prevention plan, and actions taken I
in accordance with paragraph IV.D.4.8. of the 7. CONTRACTORS.
permit shall be made and retained as part of
the storm water pollution prevention plan for A. The storm water pollution prevention plan I
at least three years or until project must clearly identify for each measure in the
termination. The report shall be signed in plan, the contractor(s) and/or subcontractor(s}
accordance with Part VI.G. of this permit. that will implement the measure. All
contractors and subcontractors identified in I
5. NON-STORM WATER DISCHARGES. Except the plan must sign a copy of the certification
for flows from fire fighting activities, sources statement in Part IV.D.7.s. of this permit in
of non-storm water listed in Part III.A.2. of accordance with Part VI.G. of this permit. I
this permit that are combined with stonn Upon signing the certification, the contractor
water discharges associated with industrial or sub-contractor is a co-permittee with the
activity from construction activities must be owner and other co-permittee contractors. All
identified in the plan. The plan shall identify certifications must be included in the storm I
and ensure the implementation of appropriate water pollution pr~vention plan.
pollution prevention measures for the non-
storm water component(s) of the discharge. .. CERTIFICATION STATEMENT. All
contractors and subcontractors identified in a I
6. ADDITIONAL REOUlREMENTS FOR STORM storm water pollution prevention plan in
WATER DISCHARGE FROM INDUSTRIAL accordance with Part IV.D.7.A. of this permit
ACTIVITIES OTHER THAN CONSTRUCTION. shall sign a copy of the following I
INCLUDING DEDICATED ASPHALT PLANTS. certification statement before conducting any
AND DEDICATED CEMENT PLANTS. This
9 I
I
I
I IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No.2
SroRM WATER DISCHARGE AsSOClA TED wml INDUSTRIAL ACTIVITY FOR CONSTRUcnON AcrrvrnES
EFFECflVE DATE- OClOBER I, 2002 TO OCTOBER I, 2007
I
professional service at the site identified in stabilization. If there is no construction
I the stonn water pollution prevention plan: trailer, sJled or other covered structure located
on the property, the permittee shall rctain a
"I certify under penalty of law that I copy of the plan at a readily available
understand the terms and conditions of the alternative site approved by the Department
I general National Pollutant Discharge and provide it for inspection upon request. If
Elimination System (NPDES) pennit that the plan is maintained at an off-site location
authorizes the stonn water discharges such as a corporate office, it shall be provided
I associated with industrial activity from the for inspection no later than two business days
construction site as part of this certification, after being requested.
Further, by my signature, I understand that I
am becoming a co-permittee, along with the C. ADDRESSES. All written correspondence to
I owner(s) and other contractors and the Department should be sent to the
subcontractors signing such certifications, to following address:
the Iowa Department of Natural Resources ~
NPDES General Penn it No. 2 for "Storm Stonn Water Coordinat~ ~
I Water Discharge Associated with Industrial Iowa Department of Natural R~E'5S ::l>- -II
Activity for Construction Activities" at the Henry A. Wallace Buildi :2. ~ --
,..--
identified site. As a co-permittee, I 502 E. 9th St. .- IrQ
I understand that I, and my company, are Des Moines, IA 50319-003(2, (J. cP
legally required under the Clean Water Act -;:2.i(Q ~ ...-4
V
and the Code of Iowa, to ensur~ co~pliance -,,:Q .$)
with the terms and conditions of the stonn PARTY!. STANDARDPERMITCON~NS 0
I water pollution prevention plan developed
under this NPDES permit and the tenns of A. DUTY TO COMPLY. -yo.....
this NPDES pennit."
I The permittee must comply with all
I The certification must include the name and conditions of this permit. Any permit
title of the person providing the signature; the noncompliance constitutes a violation of the
name, address and telephone number of the Code ofIowa and the Clean Water Act and is
I contracting firm; the address (or other grounds for enforcement action; for
identifying description) of the site; and the termination of coverage under this general
date the certification is made. permit; or, for denial of a request for coverage
under a reissued general permit.
I PART Y. RETENTION OF RECORDS 2. TOXIC POLLUTANTS. The permittee shall
comply with effluent standards or
I A. The pennittee shall retain copies of storm prohibitions established under section 307(a)
water pollution prevention plans and all of the Clean Water Act (CW A) for toxic
reports required by this permit, and records of pollutants within the time provided in the
all data used to complete the Notice of Intent regulations that establish these standards or
I to be covered by this permit, for a period of at prohibitions, even if this . permit has not yet
least three years from the date that the site is been modified to incorporate the requirement.
finally stabilized.
B. CONTINUATION OF THE EXPIRED GENERAL
I B. If there is a construction trailer, shed or other PERMIT. This permit expires on October 1,
covered structure located on the property the 2007. An expired general permit continues in
permittee shall retain a copy of the storm force for 180 days after the expiration date.
I water pollution prevention plan required by Only those facilities authorized to discharge
this permit at the construction site from the under the expiring general permit are covered
date of project initiation to the date of final
I 10
I
I
I"'-
0 ~ IOWA DEPARTMFNfOF NATURAL RESOURCES NPDES GENERAL PERJ\fIT NO.2 I
0.... STORM WATER DISCHARGE AsSOCIATED WITH INDUSTRIAL ACllVfrv FOR CONSTRUCTION Acm'l11ES
0 :;,cO EFFEcnvr. DATI:- OCfOBER I, 2002 TO OcrOBER J, 2007
~ 0:_
L!...' UJ
-.I >-' I
-1 CO) UI-
LL - ~; 180-day continuation of the expired
c::: a. Corporations. In the case of corporations,
~ .::
.- iWl permit. a principal executive officer of at least the I
'''' 0 level of vice-president.
<=
<=
€>I NEEmo HALT OR REDUCE ACTIVITY NOT A
DEFENSE. It shall not be a defense for a b. Partnerships. In the case off a
permittee in an enforcement action that it partnership, a general partner. I
would have been necessary to halt or reduce
the permitted activity in order to maintain c. Sole proprietorships. In the case of a sole
compliance with the conditions of this permit. proprietorship, the proprietor. I
D. DlITY TO MITIGATE. The permittee shall d. Public facilities. In the case of a
take all reasonable steps to minimize or municipal, state, or other public facility, by
prevent any discharge in violation of this either the principal executive officer, or the I
permit which has a reasonable likelihood of ranking elected official.
adversely affecting human health or the
environment. e. Storm water discharge associated with
industrial activity from construction activity. I
E. DUTY TO PROVIDE INFORMATION. The In the case of a storm water discharge
permittee shall furnish to the Department, associated with industrial activity from
within a reasonable time, any information construction as identified in 40 CFR I
which the Department may request to I 22.26(b)(I4)(x), either the owner of the site
determine compliance with this permit. The or the general contractor.
permittee shall also furnish to the Department
upon request copies of records required to be The person who signs NPDES reports shall I I
kept by this permit. be the same, except that in the case of a
corporation or a public body, monitoring
F. OTHER INFORMATION. When the permittee reports required under the terms of the permit
becomes aware that he or she failed to submit may be submitted by the person who is I
any relevant facts or submitted incorrect responsible for the overall operation of the
information in the Notice of Intent or in any facility from which the discharge originated.
other report to the Department, he or she shall I
promptly submit such facts or information.
H. CERTIFICATION. Any person signing
G. SIGNATORY REOUlREMENTS. All Notices of documents under paragraph VI.G. shall make
Intent, storm water pollution prevention the following certification: I
plans, reports, certifications or information
either submitted to the Department or the "I certify under penalty of law that this
operator of a large or medium municipal document and all attachments were prepared I
separate storm sewer system, or that this under my direction or supervision in
permit requires be maintained by the accordance with a system designed to assure
permittee, shall be signed in accordance with that qualified personnel properly gathered
rule 567--64.3(8) of the Iowa Administrative and evaluated the information submitted. I
Code as follows: Based on my inquiry of the person or persons
who manage the system, or those persons
directly responsible for gathering the
64.3(8) Identity of signatories of operation information, the information submitted is, to I
permit applications. The person who signs the best of my knowledge and belief, true,
the application for an operation permit shall accurate, and complete. I am aware that there
be: are significant penalties for submitting false I
II I
I
1
I IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No. 2
SToRM WATI:R DISCHARGE AsSOCIATED WITH INDUSfRlAL ACTlvrrv FOR CONSTRUcnON AcnvrnES
EFFECIlVE DAn:- OcroBER I, 2002 TO OcrOBER I, 2007
I
information, including the possibility of fine to achieve compliance with the conditions or
and imprisonment for knowing violations," this permit.
I I. OIL AND HAZARDOUS SUBSTANCE N. INSPECTION AND ENTRY. The pennittee shall
LIABILITY. Nothing in this permit shall be allow the Department or an authorized
1 construed to preclude the institution of any representative of EPA, the State, or, in the
legal action or relieve the permittee from any case of a facility which discharges through a
responsibilities, liabilities, or penalties to .municipal separate storm sewer, an authorized
which the permittee is or may be subject representative of the municipal operator or
I under section 311 of the Clean Water Act. the separate storm sewer receiving the
discharge, upon the presentation of
J. PROPERTY RIGHTS. The issuance of this credentials and other documents as may be
1 permit does not convey any property rights of required by law, to:
any sort, nor any exclusive privileges, nor
does it authorize any injury to private l. Enter upon the permittee's premises where a
property nor any invasion of personal rights, regulated facility or activity is located or
I nor any infringement of Federal, State or conducted or where records must be kept
local laws or regulations. under the conditions of this permit;
K. SEVERABILITY. The provisions of this 2. Have access to and copy at reasonable
I permit are severable, and if any provision of times, any records that must be kept under the
this permit, or the application of any conditions of this permit; and,
provision of this permit to any circumstance,
lis held invalid, the application' of such 3. Inspect at reasonable times any facilities or
provision to other circumstances, and the equipment (including monitoring and control
remainder of this permit shall not be affected equipment).
thereby.
1_ O. PERMIT ACfIONS. Coverage under this
L. TRANSFERS. This permit is not transferable permit may be terminated for cause. The
to any person except after notice to the filing of a request by the permittee for a
1 Department. The Department may require the permit discontinuance, or a notification of
discharger to apply for and obtain an planned changes or anticipated
individual NPDES permit as stated in Part noncompliance does not stay any permit
I.c. condition.
I M. PROPER OPERATION AND MAINTENANCE. P. ENVIRONMENTAL LAWS. No condition of
The permittee shall at all times properly this permit shall release the permittee from
operate and maintain all facilities and systems any responsibility or requirements under
I of treatment and control (and related other environmental statutes or regulations.
appurtenances) which are installed or used by
the permittee to achieve compliance with the
1 conditions of this pennit and with the PART VII. REOPENER CLAUSE 0 ~
requirements of storm water pollution :> ~
prevention plans. Proper operation and If there is evidence indicatil$~enti~r
maintenance also includes adequate realized impacts or water quality due t~y s0An Tl
1 laboratory controls and appropriate quality water discharge associated with inQt)a~ act't\1ty ,.
assurance procedures. Proper operation and for construction activities covered by~~rmit';'ihe ill
maintenance requires the operation of backup owner or operator of such discharge ~loe req~d r--o
"I or auxiliary facilities or similar systems, to obtain individual pennit in accor~ith 1artU
installed by a permittee only when necessary I.C of this pennit. ~ ~
)> 0
-..J
II 12
I
---------
---------------- -
~ I
<::>
o c.\ ~ IOWA DEPAR11'IfENT OF NAllJRAL RESOURCES NPDES GENERAL PERl\UT NO.2.
L.J:J-' :',:: ~ ~ SToRM WATER DISCHARGE AsSOClATED WmI INDUSTRIAL ACTIVm' FOR CONSTRUcnON ACIlVJTJES I
, '<l: I~ Q EFl'ECIlVE DATE- OCrOBER I. 2002 TO OCrOBER I, 2007
~' "'- '-V
" .-J;o-.J::.....
-.... ..... VI-.., I
,Gs ::....(}
~.,' I-..,
~ (""") ~ "Hazardous substance" means any
~ PAltf..3aII. DEFINITIONS substance or mixture of substances that presents a
~" Q danger to the public health or safety and includes, I
"Best Management Practices" C'BMPsl1) but in not limited to, a substance that is toxic,
means schedules of activities, prohibitions of corrosive, or flammable, or that is an irritant or that,
practices, maintenance procedures, and other In confinement, generates pressure through I
management practices to prevent or reduce the decomposition, heat, or other means. The following
pollution of waters of the United States. BMPs also are examples of substances which, in sufficient
include treatment requirements, operating quantity may be hazardous: acids; alkalis;
procedures, and practices to control plant site runoff, explosives; fertilizers; heavy metals such as I
spillage or leaks, sludge or waste disposal, or chromium, arsenic, mercury, lead and cadmium;
drainage from raw material storage. industrial chemicals; paint thinners; paints;
pesticides; petroleum products; poisons, radioactive
"CWA" or "Clean Water Act" means the materials; sludges; and organic solvents. 1
Federal Water Pollution Control Act. "Hazardous substances" may include any hazardous
waste identified or listed by the administrator of the
"Dedicated portable asphalt plant" means a United State Environmental Protection Agency I
portable asphalt plant that is located on or under the Solid Waste Disposal Act as amended by
contiguous to a construction site and that provides the Resource Conservation and Recovery Act of
asphalt only to the construction site that the plant is 1976, or any toxic pollutant listed under section 307
located on or adjacent to. of the federal Water Pollution Control Act as I
amended to January I, 1977, or any hazardous
"Dedicated portable concrete plant" means a substance designated under section 311 of the
portable concrete plant that is located on or federal Water Pollution Control Act as amended to I
contiguous to a construction site and that provides January 1, 1977, or any hazardous material
concrete only to the construction site that the plant is designated by the secretary of transportation under
iocated on or adjacent to. the Hazardous Materials Transportation Act (49 CFR
172.101).4558.381(1) .1991 Code of Iowa 1
"Dedicated sand or gravel operation" means
an operation that produces sand and/or gravel for a "Large and Medium Municipal Separate
single construction project. Storm Sewer System" means all municipal separate
stann sewers that are either: I
"Department" means the Iowa Department of
Natural Resources. (t.) located in an incorporated place with a
population of 100,000 or more as determined by the I
"Final Stabilization" means that all soil latest Decennial Census by the Bureau of Census; or
disturbing activities at the site have been completed,
and that a uniform perennial vegetative cover with a (ii.) located in the counties with
density of 70% for the area has been established or unincorporated urbanized populations of 100,000 or I
equivalent stabilization measures have been more, except municipal separate stonn sewers that
employed. are located in the incorporated places, townships or
towns within such counties; or I
II Hazardous condition" means any situation
involving the actual, imminent, or probable spillage, (iii.) owned or operated by a municipality
leakage, or release of a hazardous substance on to the other than those described in paragraph (i) or (ii) and
land, into a water of the state, or into the atm"osphere, that are designated by the Director as part of the I
which creates an immediate or potential danger to large or medium municipal separate storm sewer
the public health or safety or to the environment. system.
4558.381(2) 1991 Code of Iowa I
13 II
I
I
I IOWA DEPARTMENT OF NATIlRAL RESOURCES NPDES GENERAL PERMIT NO.2
SToRM WATER DISCIIARGE AsSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACJ1VI11ES
EFYECTIVE DATE- OCTOBER I, 2002 TO OcroBER 1, 2007
I "Municipality" means a city, town, borough, loading unloading,
and transportation, or
I county, parish, district, association, or other public conveyance of any raw material, intermediate
body created by or under State law. pro.duct, finished product, by-product, or waste
product. The term excludes areas located on plant
"NOr' means Notice of Intent to be covered lands separate from the plant's industrial activities,
I by this permit (see Part II of this permit.) such as office buildings and accompanying parking
lots as long as the drainage from the excluded areas
"Runoff coefficient" means the fraction of is not mixed with storm water drained from the
total rainfall that will appear at the conveyance as above described areas. Industrial facilities
I runoff. (including industrial facilities that are Federally,
State, or municipally owned or operated that meet
"Storm Water" means storm water runoff, the description of the facilities listed In these
I snow melt runoff, and surface runoff and drainage. paragraphs (i)-(x1) of the definition) include those
facilities designated under 40 CFR 122.26(a)(I)(v).
"Storm water discharge associated with The following categories of facilities are considered
industrial activity" means the discharge from any to be engaging in "industrial activity" for purposes
I conveyance which is used for collecting and of this -definition;
conveying storm water and which is directly related
to manufacturing, processing or raw materials (i) Facilities subject to storm water effluent
storage areas at an industrial plant. The term does limitations guidelines, new source performance
I not include discharges from facilities or activities standards, or toxic pollutant effluent standards under
excluded from the NPDES program under 40 CFR 40 CFR Subchapter N (except facilities with toxic
part 122. For the categories of industries identified pollutant effluent standards which are exempted
1 in paragraphs (i) through (x) of this definition, the under category (xi) of this definition); ~
term includes, but is not limited to, storm water <::=>
~ 0"'
discharges from industria) plant yards; immediate (iT) Facilities classified as St@rd Indu~al --1'\
access roads and rail lines used or traveled by Classifications 24 (except 2434), 26 ~1lPi 265~ .--:
I carriers of raw materials, manufactured products, 267), 28 (except 283 and 285), 29, 3ff, It(ex''''l'l ~
waste material, or by-products used or created by the 323),33,3441,373; 00 CJ>
facility; material handling sites; refuse sites; sites .::::>, ()
~r ~
I used for the application or disposal of process waste (Ui). FaCIlities claSSified crs ~dara;
waters (as defined at 40 CFR part 401); sites used for Industnal Classifications 10 through r~~eral'-R
the storage and maintenance of material handling mdustry) mcludmg active or mactlv mimng ~
equipment; sites used for residual treatment, storage, operations (except for areas of coaIJ7mmmg
1 or disposal; shipping and receiving areas; operations no longer meeting' the definition of a
manufacturing buildings; storage areas (including reclamation area under 40 CFR 434.11(1) because
tank farms) for raw materials, and intermediate and the performance bond issued to the facility by the
I finished products; and areas where industrial activity appropriate SMCRA authority has been released, or
has taken place in the past and significant materials except for areas of non-coal mining operations
remain and are exposed to stann water. which have been released from applicable State or
Federal reclamation requirements after December 17,
1 For the categories of industries identified in 1990) and oil and gas exploration, production,
paragraph (xi) of this definition, the term includes processing, or treatment operations, or transmission
only storm water discharges from all the areas facilities that discharge stonn water contaminated by
(except access roads and rail lines) that are listed in contact with or that has come into contact with, any
I the previous sentence where material handling overburden, raw material, intermediate products,
equipment or activities, raw materials, intermediate finished products, byproducts or waste products
products, final products, waste materials, by- located on the site of such operations; (inactive
I products, or industrial machinery are exposed to mining operations are mining sites that are not being
storm water. For the purposes of this paragraph, actively mined, but which have an identifiable
material handling activities include the storage, owner/operator; inactive mining sites do not include
I 14
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I
IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT No.2 I
STORM WATER DrSCIJARGE AsSOCIATED WIDI INDUSffiIAL ACTIVITY FOR CONSTRUcnO~ ACTlVfnES
EFFECl1VE DAn: - OcrOBER I, 2002 TO OCfOBER I, 2007
sites where mining claims are being maintained prior beneficially reused and which are not physically I
to disturbances associated with the extraction, located in the confines of the facility, or areas that
beneficiation, or processing of mined materials, nor are in compliance with 40 CFR 503; I
sites where minimal activities are undertaken for the
sole purpose of maintaining a mining claim); (x) Construction activity including clearing,
grading and excavation activities except: operations I
(iv) Hazardous waste treatment, storage, or that result in the disturbance of less than one acre of
disposal facilities, including those that are operating total land area which are not part of a larger common
under interim status or a penn it under Subtitle C of plan of development or sale;
RCRA; I
(x;) Facilities under Standard Industrial
(v) Landfills, land application sites, and open Classifications 20, 21, 22, 23, 2434, 25, 265, 267,
dumps that receive or have received any industrial 27,283,285,30,31 (except 311), 323, 34 (except I
wastes (waste that is received from any of the 3441),35,36,37 (except 373), 38, 39, 4221-4225,
facilities described under this subsection) including (and which are not otherwise included within
those that are subject to regulation under Subtitle D categories (iI)-(x));
of RCRA; I
"Storm water discharge associated with
(vi') facilities involved in the recycling of industrial activity for construction activities" means
materials, including metal scrap yards, battery activities that fall under subparagraph (x) in the
reclaimers, salvage yards, and automobile junkyards, definition of storm water discharge associated with I
including but limited to those classified as Standard industrial activity,
Industrial Classification 5015 and 5093;
(vii) Steam electric power generating 1
facilities, including coal handling sites;
(vii;) Transportation facilities classified as I
Standard Industrial Classifications 40, 41, 42 (except
4221-4225), 43, 44, 45 and 5171 which have
vehicle maintenance shops, equipment cleaning I
operations, or airport deicing operations. Only those
portions of the facility that are either involved in
vehicle maintenance (including vehicle
rehabilitation, mechanical repairs, painting, fueling, I
and lubrication), equipment cleaning operations,
airport deicing operations, or which are otherwise
identified under paragraphs (1}-(vil) or (ix)-(x;) of I
this definition are associated with industrial activity;
(ix) Treatment works treating domestic
sewage or any other sewage Sludge or wastewater I
treatment device or system, used in the storage
treatment, recycling, and reclamation of municipal or
domestic sewage, including land dedicated to the
disposal of sewage sludge that are located within the I
confines of the facility, with a design now of I ~lO/ '
mgd or more, or required to have an approve NIO
pretreatment program under 40 CFR 403. Not )fl:J:)iO' \1410/ I
included are farm lands. domestic gardens 04cr~s "-U:)
used for sludge management where slu ~ HI! E:
I H:;lJOOO,
"" 'Z I
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1 APPENDIX I-B
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INSPECTION AND MAINTENANCE REPORT FORM
I
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lOW A HIGHWAY I/KITTY LEE ROAD RIGHT TURN LANE I
POLLUTION PREVENTION PLAN
INSPECTION AND MAINTENANCE REPORT FORM I
Inspector: Date:
Inspectors Employer & Position: I
Days since last rainfall: Amount oflast rainfall: - inches
I
***************************************************************************************
Date of last report
Construction activities since last report: I
I
II
STABILIZATION MEASURES II
DA TE LAST DATE OF STABILIZED ST ABILlZA TION
AREA DISTURBED NEXT DISTURBANCE (YESINO) METHOD CONDITION
----------------------------------------------------------------------------------------------------------------------------------------------- I
Yard areas
by Pavement I
Yard areas
away from I
pavement
I
.....~.....~.....................................................................................11
~:r A~~ TION REQUIRED: I
o ~_
("\ ti B~ORMED BY:
c---. r
IJ.-o QNlOR iij;bRE: I
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I SILT FENCE
I EVIDENCE
DATE CONDITION OF OF FLOW WATER
LOcA nON INSTALLED SILT FENCE OR AROUND SILT FENCE
I ---------------------------------------------------------------------------------------------------------------------------
At Toe of Fill Slope
I Other Locations As Needed
I
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MAINTENANCE REQUIRED:
I TO BE PERFORMED BY:
ONIOR BEFORE:
I
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APPENDIX I-C I
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VKOLA TIONS FOR GENERAL PERMIT NO.2
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I NOTE: THIS IS ONLY A LIST OF POSSIBLE VIOLATIONS, THE IDNR AND EPA OR
OTHER GOVERENING AGENCY MAY HAVE OTHER VIOLA nONS NOT LISTED.
********************************************************************************************
I . Operator(s) in control of site specifications unpermitted for months (I month = I
violation min.)
. Operator(s) in control of day to-day activities unpermitted for months
I . S WPPP not prepared
. SWPP prepared but after construction start
. SWPP does not identify all potential sources of pollution to include: porta-pottys, fuel tanks, staging
I areas, waste containers, chemical storage areas, conrete cure, paints, solvents, etc
. SWPP does not identify all operations for the project site and the areas of the site over which each
I operator has control
. SWPP does not have a site description, as follows:
0 Nature of activity and description
0 Intended sequence of major activities
I 0 Total disturbed acreage
0 General location map
0 Site map
I 0 Site map does not show drainage patterns, slopes, areas of disturbance, locations of major
controls, structural practices shown, stabilizati:m practices, offsite materials, waste, borrow or
equipment storage areas, surface waters, discharge points, areas of fina$tabilizat~
I . Location/description industrial activities, like concrete or asphalt batch plants "6 ~-\\
. SWPPP does not: ~ ~ ~ f:
o Describe all pollution control measures Y -L. ~ \\\
I o Describe sequence for implementation <:;} 0 \-:J
o Detail operator(s) responsible for implementation :;LYD ~ '
. SWPPP does not describe interim stabilization practices 5~ '-?
I . SWPPP does not describe permanent stabilization practices ~ ~
. SWPPP does not describe a schedule to implement stabilization practices Y
. .Following dates are not recorded:
I 0 Major grading activities
0 Construction temporarily or permanently ceased
0 Stabilization measured initiated.
I . SWPPP does not have a description of structural practices to divert /lows from exposed soils, retain
flows, or limit runoff from exposed areas
. SWPPP does not have a description of measures that will be installed during the construction process
I to control pollutants in storm water discharges that will occul'\FTER construction operations have
been complete
. SWPPP does not describe measures to prevent discharge of solid materials to waters of the US, except
1 as authorized by 404 perm it
. SWPPP does not describe measures to minimize offsite vehicle tracking and generation of dust
. SWPPP does not include description of construction or waste materials expected to be stored on site
I w/updates re: controls used to reduce pollutants from these materials
. SWPPP does not have a description of pollutant sources from areas other than construction (asphalt or
concrete plants) wi updates re: controls to reduce pollutants from these materials
I I
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I
0 SWPPP does not identify allowable sources of non-storm water discharges listed in subpart 1.3 ofthe I
cGP
0 SWPPP <;Ioes not identifylensure implementation of pollution prevention measures for non-storm water I
discharges
0 Endangered Species Act documentation is not in SWPPP
0 Historic Properties (Reserved) I
0 Copy of permit andlor NOI not in SWPPP
0 SWPPP is not consistent with requirements specified in applicable sediment and erosion site plans or
site permits approved by State, Tribal, or local officials. I
0 SWPPP has not been updated to remain consistent with changes applicable to protection surface
waters in State, Tribal or local erosion plans
0 Copies of inspection reports have not been retained as part of the SWPPP for 3 years from date permit
coverage terminates. I
0 SWPPP has not been updatedlmodified to reflect change at site effecting discharge, or where
inspections identify SWPPP/BMP's as ineffective, updates to SWPPP regarding modifications to I
BMP's not made within 7 (seven) days of such inspection
0 Copy of SWPPP not retained on siteor not made available upon request
0 SWPPP not signedlcertified
0 Inspections not performed either once every 7 (seven) days or once every 14 (fourteen) and within 24 I
hours after a storm event greater than 0.5 inches or greater (not required if temp. stabilization, runoff
unlikely due to winter conditions, construction during arid periods in arid areas)
0 Inspections not conducted by qualified persomel I
0 All areas disturbed by construction activity or used for storage of materials and which exposed to
precipitation not inspected
0 All pollution control measures not inspected to insure proper operation I
0 Discharge locations are not observed and inspected
0 For discharge locations that are not accessible, nearby locations are not inspected
0 Entrancelexit not inspected for offsite tracking I
0 Site inspection report does not include: date, name and qualifications of inspector, weather
information, location of sediment/pollutant discharge, BMP(s) requiring maintenance, BMP(s) that
have failed, BMP(s) that are needed, corrective action required including changes/updates to SWPPP I
and scheduleldates
0 Inspection reports not properly signedlcertified
0 Sign/notice not posted I
0 Does not contain copy of complete NO!
0 Location ofSWPPP or contact person for scheduling viewing times where on-site location for
SWPPP unavailable not noted on sign I
0 No velocity dissipation devices located at discharge locations or outfall channels to ensure non-erosive
flow to receiving water
.. 0 codlrol measures are not properly: I
<? -.../ ~ Selected
Cf' -- d
_ (::C, -er' Installe
o ~ \~<:r Maintained I
uJ. C"> (,) '5 a Maintenance not performed prior to next anticipated storm event
-' a- W)jWl~diment escapes the site, it is not removed at a frequency necessary to minimize off-site
--- c::. ,_
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I
I . Litter, construction debris, and construction chern icals exposed to stonn water are not prevented from
becoming a pollutant source (eg screening outfalls, pickup daily, etc)
I . Stabilization measures are not initiated as soon as practible on portions ofthe site where construction
activities have temporarily or pennanently ceased with 14 days after such occasion
. Common Drainage of 1 0 + acres does not have a sediment basin for the 2 year, 24 hour stonn, or 3600
I cubic feet storage per acre drain<d.
0 Where sediment basin not attainable, smaller sediment basins, sediment traps, or erosion
controls not implemented for downslope boundaries
I 0 Sediment not removed from sediment basin or traps when design capacity reduced by 50% or
more
. Common Drainage less than 10 acres does not have sediment traps, silt fences, vegetative buffer strips,
I or equivalent sediment controls for all down slope boundaries
0 Sediment not removed from sediment trap when design capacity reduced by 50% or more.
I
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APPENDIX I-D I
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CORRESPONDENCE
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- -
II I IOWA DEPARTMENT OF TRANSPORTATION STANDARD LEGEND AND NOTES I
STANDARD ROAD PLANS LJI~LJ'AI ^ V nl\/IC'It""\1\1 - PROPERTY &/or BOUNDARY UNES II II
- - CONGRESSIONAL SECTION I.INFS
1 11'-"1 1 Y Y 1'"'- 1 1...'1 Y 1\,,)1'--". 'I FIU::IJ _____m_m_.___O.._ _ RIGHT-OF-WAY LINES ~
n-ESE STMOAfI) ROAD PI...ANS APPLY TO CONSTRUCTlON ON Tl-ESE fV.NS Improvements on the, _____m______u_m_ _ EXISTING RIGHT-Or-WAY LINES
Plans for - - - - - - CENTER LINES
PLAN CATE PLAN CATE PLAN CATE - - - - - - EXISTING CENTER LINES
2006 MAR I 3 AM 8:~- - LOT LINES, INTERNAL ~
1&3 12/03/96 R9-2 "'/'Z7/9IJ .....50 04/18/06 PRIMARY ROAD SYSTEM - - lOT UNES, PLA TIED OR BY DEED
______________ - PROPOSED EASEMENT LINES
FF-19C .,,/../05 1<>-28 04/15/03 .....51 04/2<J/04 ___u.______________________ _ EXISTING EASEMENT LINES
1F-1!lf! 04/18/08 FI-h'l7C 04/03/01 FfH2 .,,/19/04 IOWA HIGHWAY 1/KITTY LE~ CITY QLERK (~) - BENCHMARK ~
- RECORDED DIMENSIONS
R9-7 09/21/90 RC-17 04/../08 .....2 0l/12/ll0 ' WA CI! Y, IOWA.EXIST- 22-1 -PROP- - CURVE SEGMENT NUMBER
R9-63A 04/../00 ROAD RIGHT TURN LANE "" ""
. - UTIUTY POLE
-- " " - UGHT POLE
lID * - SANITARY MANHOLE CIVIL ENGINEERS
~ - FIRE HYDRANT LAND PLANNERS
APPROVED BY CITY OF IOWA CITY JOHNSON COUNTY ~ - WATER VALVE LAND SURVEYORS
@ @ - DRAINAGE MANHOLE LANDSCAPE ARCHITECTS
Iii 0 - CURB INLET
CITY OF IOWA CITY __----1(-------1(- - FENCE LINE ENVlROlIIlENTAL SPECIAlJSlS
-i--f---f-- - EXISTING SANITARY SEWER 1917S.GILBERTST.
tC...J-- PCC WIDENING -(!------(f--- - PROPOSED SANITARY SEWER lOW.... CITY, lOWA
Signed EXISTING STORM SEWER (3111)351-8262
City Engineer :; ~.- PROPOSED STORM SEWER www.mmsoonsutiants.nfll.
B'r 1_- WATER LINES S161 C ST. '5WSUITED
IA 1 FROM ST A: 59+39.50 TO 63+82.31 _E-[__ ELECTRICAL LINES CEDAARAPIDS,'ONA
_T_T_ - TELEPHONE LINES (31B)B41-6188
<0 _c_c__ GAS UNES
0 UST -001-5(82)--4A-52 --"" .. ---.--..-- - CONTOUR UNES (1' !NiERVAL)
0
'" ~ - EXISTING iREE UNE 1-
0 -
~ - EXISTING DECIDUOUS TREE ll2t141D1l PER:ClTYRE'IlEW SIlP.....
lI3I07oll11 PER IDOTICITY REVEW Sllf'
-1 ~ - EXISTING EVERGREEN TREES
{E UNLESS NOTED OTl-lERWlSE, ALL DiMENSIONS ARE iN fEET AND HUNDRmTHS
<( THE SIZE AND LOCATION OF ALL PROPOSED UTILITIES SHOWN
~ ON THIS PU.T ARE SUBJECT TO MODIFlCATlON AND/OR CHANGE
THE ACTUAL SIZE AND LOCATION OF ALL PROPOSED FACIUTlES
SHALL BE VERIFIED WITH CONSTRUCllON DOCUMENTS, WI"UCH
ARE TO BE PREPARED AND SUBMITTED SUBSEQUENT TO THE
APPROVAL OF THIS PLAT.
0
Z
~
-1 INDEX OF SHEETS
MILEAGE SUMMARY ~ NO. DESCRIPTION TITLE SHEET
'" 09--27-94 A01 TTTl.E SHEET
It)
I C.01 ESllMATE OF OUANTlllE" REFERENCE INFORMATION AND DETAILS
~ D.01 GEOMETRIC PLAN
I DIV. LOCATION UN. FT. MILES J.01 TRAFRC CONTROL AND STAGING PLAN
I
~
'" J.02 PAVEMENT MARKING PLAN
CO
...... K.01 PAVEMENT REMOVAL AND PATCHING PLAN
It) 1 HIGHWAY 1. STA: 59+39.50 TO 63+62.31 443 0.06
I K.02 JOINTING PLAN
5 R.01 SITE GRADING AND EROSION CONTROL PLAN
0
~ W.01 CROSS SECTIONS
lliE IOWA DEPARTMENT OF TRANSPORTATION STANDARO SPECIFICATIONS FOR HICHWAY AND
:;) BRIDGE CONSTRUCTION, SERIES 2001, PLUS lliE APPLICABLE GENERAL SUPPLEMENTAL
SPECIFICATIONS. DEVELOPMENTAL SPECIFICATIONS. SUPPLEMENTAL SPECIFICATIONS AND
Z SPECIAL PROVISIONS. SHALL APPLY TO CONSTRUCTION WORK ON lli:S PROJECT.
0 IOWA HIGHWAY 1/K1T1YLEE
a) ROAD RIGHT TURN lANE
Z
J: llilS PROJECT IS COVERED BY lliE IOWA OEPARTMENT OF NA ruRAL RESOURCES NPDES
0 GENERAL PERMIT NO.2. THE CONTRACTOR SHALL CARRY OUT lliE TERMS ANO IOWA CITY
"') CON0l110NS OF GENERAL PERMIT NO. 2 AND lliE STORM WATER POLLUTION PREVENTION Ih..ebyC<<tffythotthls~IlIocuIfMnt...P'lIpllNdllty JOHNSON COUNTY
~ PLAN WHICH IS A PART OF lliESE CONTRACT DOCUMENTS. REFER TO SECTION 2602 OF m. Of'undermy4lrect ~ Gnd1tlld1 em Dduty~ IOWA
lliE STANOARD SPECIFICATIONS FOR AD0l110NAL INFORMATION. Prof.ulonol Englo__ un the loft; 01 1M Stat. of ~
:>
C PROJECT TRAFFIC CONTROL PLAN:
0 SCOTT 9. POTTORFF, P.E.
~ llilS ROAD \\1LL BE OPEN TO lliROUGH TRAFFIC DURING CONSTRUCTION. LOCAL TRAFFIC My llcen.. reflewal ckM III Decemb<< 31. 2OP:l.
I TO ADJACENT PROPERTIES \\1LL BE MAINTAINED AS PROVlOED FOR IN ARTICLE 1107.08.
0 2001 STANDARO SPECIFICATIONS PLUS CURRENT SUPPLEMENTAL SPECIFICATIONS. MMS CONSULTANTS.INC
~ TRAFFIC CONTROL OEVlCES, PROCEDURES. LAYOUTS, SIGNING. AND PAVEMENT MARKINGS P~" Cll" tlttetrtll cowrecl bff -r. -, 01/13/06
INSTALLED \\1llilN lHE LIMITS OF llilS PROJECT SHALL CONFORM TO lliE "MANUAL ON kf"- ~fff'-Al<- '7H/~ rlO.{ ~IoJoS8P --~
UNIFORM TRAFFIC CONTROL OEVlCES FOR STREETS AND HIGHWAYS AS ADOPTED BY lliE -., -
~ IOWA OEPARTMENT OF TRANSPORTATION PER 761 OF THE IOWA ADMINISTRATIVE CODE (lAC) '"
....,.., c:--<Il:oJo SBP --
CHAPTER 130. SEAL
0 .......- A.01
"""COY
Location Map Not To Scale UST-OOl-5(82)---4A-52 03392191 d.
--
ESTIMATE REFERENCE NOTES I
ESllfAATED PROJECT QUANTITIES 100-1,.1,
nlVlSlON II ! 07_10;_Cl71 =~ OJn 1:>~~QnJ"'~ !...~n"'''A'''''OJ I ~I
fiEM NO. ITEM CODE ITEM UNIT TOTAl AS BUILT QUAN. ..-; ..-- 1,(,f1~-~l:~-~~"B~u~~~'~ND(R ASPHAlT SHOULDER AS SHOWN ON STANDARD ROAD PlAN RfJ" Er) t~ge~f 12" End of Tapel' 110-:11-031
1 2102-0425070 SPECIAL BACKFIll TON 30 L I r ~ ~
2 ESTlt.lATE ASSUMES lOX SHRINKAGE. INCLUDES EARlH SHOULDER FILL AS SHOWN ON DETAIL m .tn. .. I
2 2102 2710070 EXCAVAnON. CL 10. ROADWAY + .ORROW CY JOO INCLUOES NAUUNG . OISPOSAL OF UNSUITABLE "AlERIAC INCLUOING, 'UT NOT UOIITO TO, GRANUUlR ".. 1 0""0
J 2105 8425015 TOPSOIl. STRIP, SAlVAGE+SPREAO CY 120 SHOULDER MATERIAL ITEM INCLUDES COMPACTION WIlli 1ol00STURE AND DENSITY CONTROl AS SPECIfiED. ~I
4 2115-0100000 10400lflED SUBBASE CV 200 :5 STRIP TOP 12 INCHES OF TOPSCAl, IF AVAiLABLE. 2006 f~AR 13 AH 8: 38:1 I End of Ta er. ~
5 2121-7425020 GRANULAR SHOULDER, TYPE B TON 60 a P
6 2122-5500080 PAVED SHOULDER, HMA MIXruRE, 8 IN. SY 74 4 12-INCH THICKNESS
7 2123-7425020 SttLD flNISH, EARTH Sf A 4.2 5 6 INCH THICKNESS, 1TEt.l INClUDES MATERIAL NECESSARY TO MATCH ASPHAlT SHOULDERsrrojtxi:!?1'lNCI ERf< L
GRANULAR SHOUlDERS V I, ,~_ i Aoproxlmohl ~
8 2212-5070310 PATCH. FUll-OEPnt REPIo.lR SV 26 ,\'"{-, "I Crop. .
9 2212-5070330 PATCH BY COUNT (REPAIR) EA 1 8-9 FULL-DEPTH PATCH ON KITTY LEE ROAD. ITEM INCLUDES SAWCUTS, IF NECESSARY. l@},bplf\TH€ATCH'f. 10 Full Thickness ~~~ ~."t to b. polcl
SHAll BE COMPLETED PRIOR TO ANY OTHER WCRK. . "1 ~ DETAIL 'A' DETAIL 'A' I<lI' at III I1<<t ,,"it .
10 2301-1034090 STD/S-f pee PAV'T, CL C a. 31, 9" SY 5.33 prIca t.. 'I>.~ con....l.
" 2502 8212014 StlBDRAIN lONGlTUD!N .. 10 CERTIFIED PlANT INSPECTION IS REQUIRED fOR nus PROJECT IN ACCORDANCE 'MTH SECTION 2521 OF THE fOR FOO ;>awrr...t.
, AL 4 LF 420 lOOT STANDARD 5PEClnCA110Ns, PAVLMENT CCNSmUCTlON INClUDES AU.. NECESSARY JOINTING. GRANULA'R SHOULDERS PAVED SHOULDERS
12 2502-8220'\96 SU8DRAIN OUTLET RF 19E EACH 1 CIVIL ENGINEERS
11 t}(CESS EXCAVATED WATERlAl FROW. SU60RAIN lNST~llON SHAlL BE USED ON SITE.. lNCWOES POROUS
13 25'0-6745850 REl.IOVAL OF PAVEMENT SY 34 BACKFIll. MATERIAL 'DOT GRADATION NO. 29 PER SPECIFlCATlONS SECTIONS 2502 AND 4131. <D Normol wIdth Is 2'-0". 4'-0. width TYPICAL DETAILS OF LAND PLANNERS
14 2524-9290006 MOQIF1CAllON Of EXIST SIGN EACH 1 should be constrl!ctlld adjacent ta SOt R pee PAVEMENT HEADER LAND SURVEYORS
15 2527-9263117 PAiNTED PAV'T !<lARK, DURABLf STA 4.91 12 OUTLET TO DAWGHT AT STA 61+75. 4' wiele HMA sholllders (51111 Typical 7154). eo II a LANDSCAPE ARCHITECTS
16 2528 8445110 WAFFle CONTROL lS 1 13 REt.AOVAL OF EXISTING pec PAVEMENT PANElS. 1Ttt.l INCLUDES $AWCUTS. IF NECESSARY. ENVIRONYENTAL SPECIAUSTS
17 2533-4980005 MOBIUZATION LS 1 '4 RE\.OCATlOH OF 1'WO W""Y lR,fr.,Ff1C SlGt>l J\lONO HlGnWAY 1. 'tHE UNl"f PRICf: 'FOR lrIIS 1"fE~ 'HIli. BE pJ.ll) tlo~1 s..bgr~ ~ '!ll1S.G'.lBERTST,
18 2501-2634100 l.IULCH ACRE 0.2 BASED ON THE NUMBER Of EXISTING SIGNS TO BE MODIFlEO AS SHOWN ON THE PLANS AND DIRECTED BY THE Edge of Pave~nt ~ IOWACITY,!OWA
19 2501-2636043 sCED+FERTIUZE RURAL ACRE 02 ENGINEER. INCLUDED IN THIS ITEM IS REMOVAL OF EXISTING SIGNS, STORAGI,; OF SIGNS DURING CONSTRUCTION p,c. Contl"6te E (319l351-8282
. ~"' REPUlCE"ENT OF SIONS AS OIRECTED BY THE ENQNEER AfITR CONS1llUCnON IS CONPLETED. P,w_ ~ f _.m~ro~"."',-""
20 2602-0000020 SILT FENCE If 400 t Fi:tTrellt.l1lent 5761CST.fNiSUiTEO
21 2602-0000060 REMOVAL Of SILT FENCE If 400 15 INCLUDES INSTALlATION AND REMOVAL OF" AlL tiEcrSSARY TEMPORARY SIGNING, PAVEMENT t.lARKINGS, AND II CD CE"DAARAPIOS,IOWA
22 2602-0000090 CLEAN OUT OF SIll FENCE tF 4-00 OTHER TRAfFIC CONTROL DEVICES TO PERFOR'-l WORK AlONG HIGHWAY I. ,(319lfl.41-5188
18-19 SEED, FERTIUZE AND MULCH ALL OISruRBEO AREAS. SlAltxose ~ I
GFNFRAl NOTE$< 22 ITEM INCLUDES ClEANING OF ALL SILT FENCE AS DIRECTED BY THE ENGINEER. Spadal Backf111 -
H'\A PAVED S OCR 8 Inch G" Io\1n. Th1cl\rIlIn Eilrt.h Shoulder FllI D<M 1_
1) CONSTRUCTlON STAKING PROV1DED BY MMS CONSULTANTS OF' IOWA CITY, IOWA. Rcl'tt' to Stllndiln:l Raad Plao !tIt-42 TYPICAL SECTION ~<<olI PE~cnyll:EVlEW SBPIct.I
2) CONSTRUCllON INSPECllON AND "TESllNG Will BE PERFORMED BY THE CITY OF 8" THICK HMA PAVED SHOULDER ~1,tll! PVtDOTICITVREVEW PI'
IOWA CITY ENGINEERING DEPAR"TMfNT. Adjacent to pee Pavement
LOCATION ~ QUANTITIESlD (])1lJ..to>.,~
~OO1 V $lJlfAI:E(D TACK All'IiIILI Sl'Et'~ D.1oI.I c.w...
._ __ _~_ _ SID[ .ijU III/,llSf!l\l;T BIlI1Vl 6AWIU. /f1jI1llIa..ulThlsq,.
-:=3- _ ~t) 0 0 0 0 '0 Q D...i 1G-21-nJ ROAD I[ENTIFICATlOO STATlOH TO STATION foot So,. YIlL T.... lOlls. Tl1i'il ,~ (ll
~. rJ M' J#~ 1'.0041+ -1"1+ .""3 CIIErr a]'*' HIGHWAY 1 WES1BOUNO 5IJ+J9.50 &0+6'iUZ I l 1~ 30.608 4.C.:I 1.84 ;)D CIl~,,""~""~
(llIlllJCDlCDmJILJ<l{C'r-) @llOl11DlJNE("b) Doll.. Un _u. t..._.rlOItI_.
~ an (DllIdlu...
It' 4D ~_I~_"'r'_!btl,
,. -, ,-:::i .....t~ It' e_14D_fwr~o.n.
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. ,'" (jm.LCWaJl\l@1lII1t11JRll
L.. ,.J """'_ .. Ed,. 0' pO-'1 N~ol S"b,,,,. 7110
a> lXMU calltJll UIlE e"'''..., @!ilUI ~Nl!: ...: (..ft,.) 10-29-02
P.C. COfIcrete
r'~ 41. r!f\;' Powm (9 I U"If~ 0.-"0100
c::=> e".., c:::::::J ..L ct:=:=:::J Surfoclng of Shot.lldll!
-----l....----::r--+=-- ~<-) ~
' @~,_',;,.~O_, "-W" L ' O~~-, I}~' ~" V ESTIMATE OF QUANTITIES,
o~ ~ \"Obl ~~~tr~::,~f REFERENCE INFORMATION
r-e" 4~-:l r-lbI}.-.._ r... _ Top of Subgra Vorlable forth s~:lIdef AND DETAILS
=T EiB EiB ' ~ '1
10' I XI' 10''''' Jd Uf @tItNitlWZl;GLH: I_.j I f ~_ CI 0 0 _~ -1 TYPICAL SECTION
@llft(ICtJllAHELH:I_" ~ OQWN1lDltlI-H):(-l ....JD ~..JJI+ 0 ~..e. ~"::J TYPE 'A' OR 'B' GRANULAR SHOULDER
Edto'" 9D01aLDCf1Ell~(Y_) Adjacent to pec Pavement
-',
i l.OCATION IE' fT\ 'X' Net_
, ::E...i ,.,.. "" \V ~OE '!Y """'''.....--
__._ _, n'_I" J I J STANDARD. TYPES Of" Earlh Sh(IUId.- III "-Ira ROAD 10ENTIFlCATlON STATION 1"0 STATlON r_..t I""".. C'.u. Yd "", ,~..' .bad. at II ~~!"~ we!llht
""...-......II;tIT 4 OalOSSWAUlLJ<l{<-tol _.,. PAI,9,lEHTIllARKlNGS _Imcrtely00 c:ublc)GI'1lem HlGHWAy,we:STElOUND eDte9.1lZ 5J.t-SZ.1l1 S 6 L II LpeI"wb...".....
(S[IlCi1[ lHt lUT (1- , t _ uc:awllan, InJo..,1n9 2ll11: f<r See Sbldoa-d Road PIul RH-37D
otrl1kai"o.... ohoul.... P" Itlllkwt. for C<IrllJttu<:tian ,..qu........,IL
108-HI
TABULATION OF PAVEMENT MARKINGS 101 07 92
(Z)BROCEH CEN1ER UItE (l'nUlW) <:DNa PA$SlNC Zo:llE (l'EI..L01l? C1)E1lQ[ !.liE !WiT ('IHTE) @OOTllD l>>iE (W;ITE) 0!:HNHUZI~ UNE (W;nQ @STa' UNE (Wtt1t:) @YEU.1JW a..ItO
Q)OOUBI..ECENTtRLN.:{'l'EtLOW) @0RaW4l.NlEUNt(W;no @EIlCEl-tlEI.EFT(YDJ.oW) @SOI.J)I.ANEIJN[{'tIHrT() @Qi~El.IZlNCt.tlE(mLOW) GCRO$SW~lM:('MiITE) ij)llHITECURB 6.0'
LOCATION LENGTH In Stations I{ 11-~~~C AU~~ A~'tl.:: IOWA HIGHWAY 1IKITTY LEE
ROAl) S'.DE Yo Yo llU 9W DAD GHl
IDENTIFICATION STATlON TO STATION L"J-=;- 0 0 \V 0 0 0 0 @) @ @ @ @ @ @ REt.tARKS UNlFOOII ASPtiAlT R Rl TURN lANE
ORGr(,tIN1Jl..AR
SURFACNG CE'
IA HW'f 1 60+69.92 _ 62+59.16 1.86 5.all'" SHCIJ1..OCRS IOWA CITY
IA HWY 1 60+69 92 _ 5.3+82 31 X ;t05 OJS1INC 6" GI' 8 S G JOHNSON COUNTY
. . ~ IOWA
PO::;P"I/OI.ENI -O-_~I.o
1Tr.lOOIFlED ~a.;:::, .
&JaaASE: III -.~- t
LENGTH SUBTOTALS 3.05 1 86 ~
QUANTITY FACTORS .2 2 1 .25 1 1 .33 . 1 2 2 S 1.5 NEW pee 0 ~ 10""
PA'oUIItNT EAlITIt . a: r
TOTALS .3.05 1.aa ~LOCR 4.0 ~
~~~ I
TABULA TlDN OF LONGITUDINAL SUBORAIN ~04-'~ m'ICAL HAlf-SECTION OF AUXILIARY RIGHT ruRN LANE. 'nPE" .""-',,,., '
SHOULDER AND BACKSLOPE 0-21-0 SHOULDER AND FORESLOPE GRADING Hilt... ~
(DRefer to RL-1J or RL-15 Refer to SO~i!l Shedi!l . Not 0 Bid Item (), th. w. lido at lIU!'..........,tlOd __ the ..rf<lc. MMS CONSULTANTS,INC,!
Locotlon n91 IJ IMO rOln Ct.tP Subdroin Outl6t .. ~. of "".;Iary I..... .,-...t ehall .."". III. MrIl. "* o.a.. .
Road Depth Shoulder 01;;":$ ope fI ge erm RF-19E Of RF-22 PorQU'!! .. Clo!!s Ad th. odpc.ont Ian. ~ent. 01/13106 :
~~1Il L~~e Station to Station Side 0 SIze Length Sin'! LlIf"Igth Size T Lengt Size T Backfill c~: Remark!! lOCA nON ~ ~ t:y SBP - ""'*"'" i
. Ident )pe Station we ~ ;:
. !ncn Feet Inch Feet Im;:h Feet Inch Cu. Ydi!l. Cu. Yds. ROAD 1000llncATICfl STATION TO STATlCtl F....t <D FOR JaHT OCTAlLS SEE STANDARD ROAD PL.AN RH-!'il. PI-ewlPjo lis -, :
1 MWYl !l9+.39.50 53+92.31 l. Z." 4" 420 61+7.5.00 e" RF-l9F: lIS OUTLtTTO OAW(:HT H'Ifl'1~smOUNO 51H-J5.50 63+ez.J1 1.. @PA'oUlENTFORAUXlUARYLANE9fAlLBECtlNS1RUCTED ~~ S8f>~- i
l\CCOROlHC TO REClUIREIolE>llS FOR nlROOGH ROADWAY P"-'oOlrN-T. I'N>J-l- ;
NOTE: OEPTH OF SU8Df~AIN MEASURED FROM TOP OF SUBBASE TO BOrrat.! OF TRENCH Ir.N/A CITY C. 0 1 i
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1 j. // CITY CLERK r=l
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t i ,..".. ".." , /"1 CIVIL ENGINEERS
~ HIGHWAY 1 ROlli' \ LAND PLANNERS
100 I ,
, / LAND SURVEYORS
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t .... SHDl.IlDER.NlYEXlR"ROCK 2 /r I
./ NEEDED SHill BE INOOENTAL.: ./
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...//>/ ./ -- ~~ :+~1.~ CONSlRUCnON SHAll. BE REESTAElUSHED BY A lAND SURVEYOR
// -~ a.-a. IildiwAY " I 1 UCENSEO IN THE STATE OF JOWA.
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IOWA HIGHWAY 1,m LEE
ROAD RIGHT TURN lANE
~ IOWA CITY
NORTH ~~SHEET C,Ol FOR JOHNSON COUNTY
SUBDRAlN TABULATION IOWA
GRAPIDC SCAlE
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~ LANE CLOSUAES ON HIGHWAY 1 FOR DAILY AClMTlES // FILED If\1\I
. ." GR~H1C SC.ALE '. // J006 (MR 13 AM 8: 38 n n
1._... "J I /' If\1\I
( IN "") /' CITY CLERK r=l
''''h - to, ft. / 'IOWA CITY IOWA ~
/ CIVIL ENGINEERS
/ ' LAND PLANNERS
/ ~ <!)>l ~ <@>LANDSURVEYORS
// ~~ 1 =:, UNDSCAPE ARCHITECTS
= / ' EIMlIDNllENTAL SPECIMJSTS
/ ~ IIISTAll. SIGNS AT !'lPACNC svroF'ElI 19115 GILBERTST
t, PLACE TDlPORAAY TRAfFIC CONTROL OE\1ce:S AS REQUIRED FCR AU. WORK C'j,l HIGHWAY 1 FROM STATION 59+00 /~ , DY STANDARD ROAD PI..NI R5-6JA IcrNACITY,IOWA
10 STAllCW 6S.HIO.. t' \3191351-1lZS2.
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2. ALL LANES Of' HIGHWAY 1 SHAll. r;tEMAlN oPEN TO lRAfflC 'MiEN CONTRACTOR tS NOT WORKING. "''''_, """ 5761 CST.SWSUrrED
" CEDAR RAPIDS, IOWA.
J.. NO LAflE a.oSURES SHAll. BE Ai.lO'ACi ON HIGHWAY ,. CC>>lTRAClOR tolAY 'DAPORAAILY DlRECT TRAFfIC ON TO " ". (319)841-6188
PAVED CHIoJIlNWZlNG lANE \\1n-t Tl-IE REQUIRED FUGG(RS AND SiGNING B~ THE HOURS OF 9 AM AND ;, PM. ". ---, ~
.. CONTRACTOR SHAll CQOROtNATE ~Aff1C CONTROl ON HIGHWAY t W11H WOOK BEING CONE ON M'M) 0,1,'115 ADOil1ON -'- ---
ANl) 1MlH WORK B.UNG tl()t.lE ON HlGHW~Y 21aj\-UGHWAY 1 R,l,NP lWf'ROI/Et.\ENTS.. -----~ ~OW ~
MQJI;. PANEL P\:lWl1_
TRAme CONTROL ON HlGHW~Y 1 FOR ll-IlS PRO..ECT SHAtl. BE IN ACCORD~CE 'Ml}oI STANDARD ROAD PLANS 1<5-62 AND RS-6JA 400' BlJFTrR nr! tAPER 1W'140011 PERCfTY~'VlEW SaF'/tW
AND DETAILS CONTAINED IN THE PL.ANS. FOR ADDIllONAL COt.!PlD.4ENTARY INFORr.lATIOO, REfER TO PART VI Of Tl-t!:: t.!I<l\iUAl ON UN1FORIoI TRAFFlC ~.ro-- -_ _~ OMlT,QI F'ERitlOVC/1'Y~ 68P
COIHROl DEVICES (MUTCO) AND TO tHE CURRENT lOOT STANDARD SPEClACATIONS. TRAFfiC CONTROl SIGNS AND DE'o1CES SHALL BE sPACED -- _ f-o-----"
BASED ON A SPEED Ut.41T or 55 IoIPH AS SHOWN OH STANDARD ROAD PLAN RS-52 AND RS-6JA. ~ \ \ , , _
-- --..::: YNo.t "..".-- __
"----' --
....... -:::----= -
- -,
!;TA!':IN~N('lrrs. ?___ ~AXI~::C~~E1.S - - _..... . ....
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1. FUlL DEPT1-t PAT01JNC WORIC ON KITTY lEE ROAD SHAlL BE COlolPlETED ElErORE COI.IlolENCDAOH OF ANY WORK ON HIGHWAY 1. ..----
TRAFFlC CONTRa... DURING FUll DEPT}; PATCHING SHALL Be: IN ACCORDANCE WITH STANDARD ROAD PLI.N RS-3. F1..AGGER SHAlL f'-' f-._
t.lONtTOR INTERSECTION or HlGiWAY 1 AND KlTTY LEE RONl AT AU. 11111ES \IoHILE LANE IS CLOSED roo FUll.. DEPTH PATCH. / ----"7---- i -.----?_____
2. ONCE l'UlJ. DtP1H PATCHlN'C 15 Ca.lPlE'TEti, ADDmONAl PAVEMENT REMOVAL IN THE KITTY LEE ROAD!HIGHWAY 1 INTERSECTION --- _u_
IoIAY COt.A!.IENCE.. RE:PU.COlEJH CF THIS ROlO~ CONCRETE PA\o\NG SHALl.. BE INSTALLED IN CON..I.INCl1ON 'MT1-t THE REST or THE
PA",NG O?ERATIONS.
0' TRAFFIC CONTROL
1llAFFIC CONTROL FOR WORK DONE WITH NO LANE CLOSURES AND STAGING
AND FOR ALL TIMES WHEN lHE CONTRACTOR IS NOT WORKINQ PLAN
/
/
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.wErJFlU,1 TRAFFIC CONTROl Norrs. " "
1. ACCESS TO ALl.. SIDE ROADS, SIDE STREETS AND PRIVATE o;mANCES Sl-lALL BE MAINTAINED AT AU. T1t.4E$. ''', " " ~ IOWAHlGHWAY1lKITIYLEE
2. TWO-WAY TRAFFIC ON KITTY LEE RO SHAll. BE MAINTAINED 'MiENE~ POSSIBLE. " .. """ ' RDADRIGHTTURNlJINE
J" AlL TRAmC CONTRa... DEVICES SHAlL BE fURNISHED. ERECTED, MAINTAINED AND REMOVED flY THE CONTRACTOR. AU. EXISTING SIGNS WllHlN THE .. 11-
PRC),ECT AREA. AND IN CONruCT '!'ATH l}oIE WORK, SHAll BE REMOVED. STORED AND RE-ERECrrD BY lliE CONtRACTOR. IOWA CITY
.. ARTIa..E 2528,12 Of THE STANDARD SPEClFlCAllONS REQUIRES MAINTENANCE Of All TRAFFIC CONlRa.. DEVICES. INCWDING t.lAlN'lUIANCf: OF THE JOHNSON COUNTY
DE'o1CES DURING NC>>4-WORICING HOURS IN OROER TO ASSURE PROPER oPERATION. IOWA
~
5. MlE:RE POSSIBlE, All POST-MOUNTED SIGNS SHALL BE PlACED AT LEAST 2 FEET BEYOND THE EDGE or SHOUlDER. -~ --
6. THE LOCATION FOR STORACE OF EQUIPt.lENT BY THE CONTRACTOR DURING NON-WORKING HOURS SHAll.. at: AS APPROVED BY THE IONGlNEER IN ' ~~,,-
CHARGE OF CONSTRUCTiON. '_ -.- - -
7. CONFlJCTING FERt.lANENT EDGE UNES, CENTERUNES OR L.AHE UNES SHALl.. BE REMOVED BY mE CONTRACTOR. AS APPUCA81E. PffiUANENT EDGE ....... -. -
UNES, COlTERUNES AND LANE UHES SHAll BE PLACED BEfORE THE ROADWAY IS RElURNED TO NCR!.lAL TRAFFlC. THE CURRENT lOOT STANDARD -. -- -- -,.
SPEClFlCATIONS AND SUPPlEMENTAL SPECIFICATIONS SHAll APPLY, ? PlACE REfLECTORlnll PANELS - ......
_'. ATlolAXIIIIUt.l-4a" SPACING __ I ......
8. PROPOS([) SIGN SPACING MAY 8E MOOlf1EO, AS ~O\ED BY THE EHG:I'lEER, TO WEEr EXISTING FlELO CONDiTIONS OR TO PR~T OBSTRUCTION -...--.-- - -
OF THE 1oI0TORISiS VIEW OF PERMANENT SIGNING., 7"- r-_
-___ . '___ NS TS IN
9. PERMANENT SIGNING lHAT ~VEYS t.lESSAGE CONTR,ARY TO THE t.4ESSAGE: OF 'THE 'ITt.4PORARY SIGNING AND NOT APPUCASLE TO Tl-tE WORKiNG 7-'---'- : 7-- ----__h_ ____________ _ MMS co ULTAN I (
CONDITIONS SHAU BE COVERED BY THE CONTRACTOR WHEN DIRECTED 81 THE ENGINEER. CONTRAC~ SHAll. COOROiHATE WITH tOOT MAINTENANCE: -/-- -J 7 - - __/u_____ ---------, un ~ 01/13106
SHOP TO SH UP OR TAKE 00... APPROPRIA'" S1GN~ / / / / / ) ! =~ S~: ::::
I! "" SBP
/ / / I ~..-- J 01
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Letter of Transmittal
To: City of Iowa City Altn: City Clerk - Marian Karr
410 East Washington Street Job No: 050037-J01
Iowa City, IA 52240 Date: 03/13/06
Regarding: Iowa Highway 11 US Highway 218 Ramp Signalization Project I
We are sending you o Attached o Under separate cover via _ the following items:
o Shop drawings o Prints 181 Plans o Samples [8J Specifications
o Copy of/effer o Change Order 0_
-
Copies Date Description
1 03/13/06 Final Plans - Iowa Highway 1/ US Highway 218 Ramp SignalizaUon Project
These are transmitted as checked below:
o For approval o Approved as submitted o Resubmit _ copies for approval
I:8'J For your use o Approved as noted o Submit _ copies for distlibU~ "'"
=
=
o As requested o Returned for corrections o Return _ corrected prints ~() ""
:z:
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o For review/comment o Other_ o Prints returned after loan to us 0 =<! ::v 11
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o For bids due _ -0 Co) r-
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Remarks: O^ ::!l:
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If enclosures are not as noted, please notify us at once
Copy to: Sarah Okerlund-City of Iowa City, EAI File Signed: - ~ L
I Scott Sovers, P.E.
Document2
Engineering Alliance, Inc. 4211 Glass Road NE, Suite B Phone 319.365.9565 or 888.565.9565 Page 1 of 1
Cedar Rapids, IA 52402 Fax 319.365.9631
www.engineeringalliance.com
----...- ---------- ----
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= ~ IDWA 1 , US HIGHWAY 218 RAMP SIGNALIZA TIDN
~ ..........
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o IOWA CITY ENGINEERING DIVISION
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~ ~ (c~'iJ'w <<ll~ ~<<llo/l& /}), (Cmw, ~<<ll o/l& fA N
Cl OWNER; ENGINEER: USTEP PROJECT NO. UST -()()1-5(83)--4A-52 _-$-_
(Q) CITY OF IOWA CITY ENGINEERING ALUANCE, INC.
= c/o SARAH OKERLUND C/O SCOTT SOVERS, P.L LOCATION MAP INDEX OF SHEETS 105-3
410 EAST WASHiNGTON STREIT 42 \ 1 GLASS ROAD NE, SUITE B tlOT TO SCH...E 07-21-87
O:!b IOWA CITt, IA 52240 CEDAR RAPiDS, IA 52402 .. , I
PHONE: (.319) 356-5140 PHONE: (319) 365-9565 NO. DESCRIPTION
(Q) FAX: (319) 356-5007 FAX: (319) 365-9631
A.Ol TITLE SHEET
A.02 LEGEND AND GENERAL NOTES
~ 8.01-8.04 TYPICAL CROSS SECTION AND DETAILS
C.01-C.08 ESTIMATED PROJECT QUANTITIES
[}= 0.01 PLAN-U.S. HIGHWAY 218 EX[!_ RAMP
D.02 PlAN-U.S. IOWA HIGHWAY 1
= G.Ol GEOMETRies, REFERf_NCE TIES ~ND BENCH MARKS
~ J.Ol-J.OS STAGING AND TRAFFIC CONTROL
~,Ol-K.02 .E..AVEMENT ~ARKING A~ TRAFFIC SIGNAGE
~01-1.0J G~OMETRtC.JOINTlNG. AND STAKING DETAILS
N,9J -N.12 TRAFFIC SIGN!,l SHEETS
IOWA CITY S.01-S.02 GRAQING AND EROSION CONTROL PLAN
( ~..M.... T.Q.L EARTHWORK Ql!~NTllY TA8.l.!LATION
W.Ol-W.03 CROSS SECTIONS --
CITY OF IOWA CITY STANDARD ROAD PLANS 105_4
12-03-96
The fdlctilg SImdod Rood Pb-..... be _ <Wkd>It \0 toISiruci.. ""..\his f"jttl
.
Number Dote Number Dote Number Dote
RC-5 04-27-99
PROJECT LOCATION RC-14 04-27-99
RC-17 04-18-06
~ RD-28 04- 1 5-03
RD-.33 04-20-04
/ RE-7 04-15-03
/
/ RF-19C 10-18-05
@1) /
RF-t9E 04-18-06
[}= RH-19 04-19-05
RH-370 04-03-01
~ THE IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR RH-41B 10-21-03
HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2001, PLUS THE APPLICABLE RH-42 10-19-04
M:!l GENERAL SUPPLEMENTAL SPECIFICATIONS, DEVELOPMENTAL SPECIFICATIONS, RH-SO 04-18-06
SUPPLEMENTAL SPECIFICATIONS, SPECIAL PROVISIONS AND CITY OF RH-51 04-20-04
~ IOWA CITY SUPPLEMENTAL SPECIFICATIONS SHAlL APPLY TO CONSTRUCTION RH-55 04-18-06
WORK ON THIS PROJECT.
M:!l I hereby certify that this engineering document was prepared by me or RL-9 10-21-03
"",....",, under my direct per30no[ supervision and that I om 0 duly licensed RR-4 10-29-02
~ .." 'fE-SS/O"1. Professional Enginller under the lows of the state of Iowa. I 105-1 I RS-12 04-30-96
......~O",..,,""" ~...,#,# g "A MILEAGE SUMMARY RS-13 04-30-96
~q:"",' "-"''( ## ~ 3felo<.. 09-27-94
(Q) ':0" -_((':o:. RS-61 10-27-98
~l.iJl \';t.<:'
:D), SCOTT K. ;~r: SCOTT K. SOVERS, P.E. OATE RS-62 01-12-99
~ :ffi;: SOVERS ::Z: license Number. 17141 DIV. LOCA TlON UN. FT. MilES RS-6.3A 04-18-06
:'0; 17141 €RiS My license renewal dote is DECEMBER J1, 2007 RS-638 04-18-06
@, "'?-:' '::-..:r;"
';, ~--. ",,"} pgges or sheets r:overed by this seal: 1 US HIGHWAY 218 S8 EXIT RAMP 470' 0.09 -
~ #### ~"""'''".,''~ ......... AlL SHEETS EXCEPT N.01-N.12 IOWA HIGHWAY 1 210' 0.04
"#" IOW~ ........
"""'1'"" =
= ---
~
~ TOTAL LENGTH OF PROJECT 680' 0.13 .;.>- )>
-I ::0 /)
~ ()-< -
. CITY OF 'OWA CITY I -I() w r
~ ..-<r- fTl
THIS ENGINEERING DOCUMENT HAS BE N -+ m :::..
APPROVED FOR CONSTRucnON. Engineering Alliance, Inc. -:JJ :z 0
C9 0-
, ~"" ~
~ z...J./ 4-<. 3/, J't'z- 4211 GLASS ROAD NE . CEDAR RAPIDS, IOWA 52402 )> c.n
(Q) APPROVED BY DATE PHONE (319) 365-9565 . FAX (319) 365-9631 c.n
I
~
ENGINEER: ENGINEERING ALLIANCE, INC. CllY OF IOWA CllY JOHNSON COUNlY SHEET NUMBER A.ot
March 10, 2006 4:58:47 p.m. S:\PROJ\050037 -JO 1 \cQd\dwgs\Ct\A \AO 1.DWG (RPLATNER)
--
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. CONTROL POiNT CITY OF IOWA CITY - ENGINEERING DEPARTMENT 0:< :;0
RON KNOCHE aeERAL NOlES - r-
ill SOIL BORING OR PAVEMENT CORE 410 E. WASHINGTON STREET
IOWA. ellY, IA 52240 -0 W
Y tiRE HYDRANT PHONE: (319) 356-5140 1. CERTAIN RELOCATIONS Of EXISTING lmUTlES MAY BE REQUIRED AS A RESULT OF CONSTRU~ i rn
0 WATER VALVE FAX: (319) 356-5007 OF THIS PROJECT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE REQUIRED rn :D> 0
WORK WITH THE RESPECTIVE UTILITY COMPANIES IN ORDER TO AVOID UNNECESSARY DELAYS TO _-M :::;;::
" GAS VflJ...VE CITY OF IOWA CITY - WATER DMSION CONSTRUCTION. All UTIUlY RELOCATIONS WIU. REQUIRE A UTlUTY ACCOMMODATION PERMIT (fORO ~5)
ED l,lOR[NO COORDINATED THROUGH THE IOWA DEPARTMEt-;T OF TRANSPORTATlON. 7' CO
0 MANHOLE (STORM, SANITARY OR unUTY) -12.W- 410 E. WASHINGTON STREET ..
IOWA CITY, IOWA 52240 2. IOWA CODE 460, UNDERGROUND fACILmES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ~ Ul
ll!lloo@ AREA OR BEEHrvt INTAKE PHONE: (319) 399-5162 CALL, 1-800-292-8989, NOT LESS THAN 48 HOURS BEFORE D<CAVATlNG, EXCLUDING WEEKEND cJ1
FAX: (319) 356-5167 AND LEGAL HOLlDA'l'S.
DIIID CURB INTAKE
f?IJ UTILITY POLE CITY OF IOWA CITY - WASTEWATER DMSION 3. WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED wnHIN
TKE CONSTRUCTION AREA. IT SHALL BE THE RESPONSIBIG'TY OF THE CONTRACTOR TO NOTIFY THE
DAVE ElIAS OWNERS OF THOSE UTILnIES PRIOR TO THE BEGINNING OF N>f( CONSTRUCTION. THE: CONTRACTOR
0""- STREET LIGHT _lOW 5S-- 1000 SOUTH CLJNTON STREET SHAlL AFFORD ACCESS TO THESE FACIUTlES FOR NECESSARY MODIfiCATION OF SERVICES. UNDERGROUND
:Q: LIGHT POLE IOWA CITY, IOWA 52240 FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FRO~ AVAiLABLE SuRVEYS AND RECORDS, AND
-Aft.!- PHONE: (:319) 356-5170 THERErDRE THEIR LOCATIONS ~UST BE CONSIDERED APPROXlMA,TE ONLY. IT is POSSlBLE THERE IoIAY BE
T STREET SIGN FAX: (319) 356-5172 OTHERS, THE fXISTENCE OF WHICH IS PRESENfLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO DffiRloIlNE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO.
1:8:1 UTILITY CONTROL CABINET QWEST COMMUNICATIONS NO CLAIMS FOR ADDITIONAL COIolPENSATION WIll BE AlLOWED TO THE CONTRACTOR FOR AN'( INTERFERENCE
RYAN SOEDT OR DElAY CAUSED BY SUCH WORK.
<-- GUY ANCHOR -- UGT - 3565 UTICA RIOGE ROAD
0 BETTENDORF, IOWA 52722 4. THE CONTRACTOR SHALL PROVIOE THE lABOR AND (QUIP"'ENT NECESSARY TO DffiRMINE THE EXACT
UTILITY PEDESTAl -OHT- PHONE: (563) 355-1934 LOCATION AND ELEVATION OF ALL UTIUfY CROSSINCS WHICH MAY CAUSE CONFLICTS. THESE OETERIoIINATIONS
[!] TELEPHONE PEDESTAL FAX: (563) 355-8076 SHAlL BE IoIADE PRIOR TO THE START OF ACTUAL CONSTRUCTION. THE CONTRACTOR SHALl. CONTACT THE
UTILllY CO"'PANY PRIOR TO BEGINNING EXCAVATION. THE CONTRACTOR SHALL ALSO THEN UNCOVER THE
[!] ElECTRIC BOX AT&T UTILITY ASSIST THE ENGINEER IN DETERIoIINING THE ELEVATION AT THE CARRIER PIPE, AND BACKFILL THE
JIIoI GOEKE EXCAVATION.
[f] CABLE TV PEDESTAL - FO - 5261 NW 114TH ST. SUITE 6 5. IT SHAlL BE THE CONTRACTOR'S RESPONSIBILllY TO PROVIDE APPROVED WAS1t AREAS OR DISPOSAL. SITES
GRIIoIES, IOWA 50111 FOR EXCESS IAATERIAL. (EXCAVATED MATERIAL OR BROKEN CONCRffi) WHICH IS NOT DESIRABLE TO BE
e PHONE: (515) 966-9413 INCORpORATED INTO THE WORK INVOLVED ON THIS PROJECT. NO PAYMENT FOR OVERHAUL WILL BE AlLOWED
DECIDUOUS TREE MID-At.lERICAN ENERGY - GAS FOR MATERIAL. HAULED TO THESE SITES. NO MATERIAL SHAlL BE PLACED WITHIN THE RIGHT -Of -WAY, UNLESS
SPECIFICALLY STATED IN THE PLANS OR APPROVED BY THE ENGINEER. WASTE ARE.4S Of DISPOSAl SITE SHALL
ED YOUNG BE APPROVED BY THE ENGINEER.
~ -GAS- 1630 LOWER IoIUSCATlNE ROAD
CONIFEROUS TREE IOWA Cm', IOWA 52240 5. AlL OTHER ASPHAlTIC CEMENT CONCRETE AND OTHER BITUI.lINOUS MATERIALS WHICH ARE NOT SPECIFICAlLY
PHONE: (319) 341-4457 ADDRESSED OR DESCRIBED IN THE PlANS SHAlL BECOIolE THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR
fAX: (319) 341-4490 SHALl. DISPOSE OF THESE MATERIAlS IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE IOWA
0 SHRUB OR BUSH DEPARTMENT OF NATURAl RESOURCES.
MID-At.lERICAN ENERGY - EliCTRIC
DICK BOCK BRIAN WEBER 7. ALL HOLES RESULTING fROIol OPERATIONS Of THE CONTRACTOR, INCLUDING ROlCVAl OF FENCE POSTS,
. _lOa ss- SANITARY SEWER WI SIZE -OHE- '630 l~ER M\.lSCI>.T1NE R1JAD '05 EAST SECOND STREET UllUT1 POlES OR FOUNDATION STRUCTURES SHALL BE FILlED AND CONSOLIDATED TO FINISHED GRADE AS
IOWA CITY, IOWA 52240 DAVENPORT, IOWA 52801 DIRECTEO BY THE ENGINEER TO PREVENT FUTURE SmLEMENT. THE VOIDS SHAlL BE FILLED AS SOON AS
-UGE- PHONE: (:319) 341-4423 PHONE: (319) 333-8123 PRACTiCAl -- PREFERABLY THE DAY CREATED AND NOT LATER THAN THE FOLLOWING DAY. AN'( PORTiON
-lB-ST- STORM SEWER WI SIZE FAX: (319) 341-4490 FAX: (319) 333-8112 OF THE RICHT-OF-WAY OR PROJECT UIoIITS (INCLUDING BORROW AREAS AND OPERATION AREAS) DISTURBED
BY ANY SUCH OPERATIONS SHAlL BE RESTORED TO AN ACCEPTABLE CONOITION. THIS OPERATION SHALL BE
-12"W- WATER MAIN wi SIZE MElACOM CONSIDERED INCIDENTAL TO OTHER BID 1T00S IN PROJECT.
DARWIN DRISCOLL 8. DURING REMOVAL AND CONSTRUCTiON THE CONTRACTOR SHAll USE ALL IoIEANS NECESSARY TO CONTROL
-UGC- 546 SOUTH GATE AVENUE
-AFM- ABANDONED FORCE MAlN DUST SPREADING FROM ALL WORK AND STAGING AREAS. DUST CONTROL "'EASuRES SHAlL BE IN ACCORDANCE
IOWA CITY, IOWA 52240 WITH APPLICABLE SPECiFICATIONS AND APPROVEO BY THE ENGINEER, AND SHALl BE INCIDENTAL
-OHC- PHONE: (319) 351-0-406, EXl 234
-OHE- OVERHEAD ELECTRIC fAX: (319) 351-3839 9. EROSION CONTROL IoIEASURES NECESSARY TO PROTECT AGAINST SILTATION, EROSION AND DUST POLLUTION
ON THE PROJECT SITE SHALL CO~PLY WITH SOIL EROSION CONTROL REQUIRE~ENTS OF IOWA CODE ANO
-UGE- UNDERGROUND ELECmlC LOCAL OROINANCES.
-GAS- GAS 10. IN ORDER TO AVOIO UNNECESSARY SURFACE BREAKS OR PREIAATUR( SPAWNG, THE CONTRACTOR IS
CAUTIONED TO EXERCISE EXTREIoIE CARE WHEN PERFORIoIING AN( or THE NECESSARY SAW-CUlTING OPERATIONS
WHERE PUBLIC UTILITY FIXTURES ARE SHOWN ~ EXISTING ON THE PLANS OR FOR THE PROPOSED PAVEMENT REMOVAL. AlL PCC PATCHES SHALL BE SAWED FUll DEPTH. mY SAWING
-HPG- HIGH PRESSURE GAS ENCOUNTERED WITHIN THE CONSTRUCTION AREA. IT SHALL BE THE RESPONSIBILITY REQUIRED FOR THE REIoIOVAL OF AN'( EXISTING CONCRETE SHAlL BE INCIDENTAL TO PAVEMENT REMOVAL ANO
OF THE CONTRACTOR TO NOTifY THE OWNERS OF THOSE UTlUT1ES PRIOR TO THE NO DIRECT PA~ENT WILL BE MADE.
-OHT- OVERHEAD TELEPHONE BEGINNING OF AN"( CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO
THESE FACILITIES fOR NECESSARY t.lODIFlCATlON OF SERVICES. UNDERGROUND 11. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO IAAlNTAlN POSITIVE DRAiNAGE WHERE CULVERTS ARE LOCATED.
FACILITIES, STRUCTURES AND UTILmES HAVE BEEN PLOTTED FROt.l AVAILABLE
-UGT- UNDERGROUND TELEPHONE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS IoIUST BE CONSIOERED 12. THIO CONTRACTOR SHALL MAINTAiN ACCESS TO INDMDUAL PROPERTIES THROUGHOUT THE CONSTRUCTION OF
APPROXIMATE ONLY. IT IS POSSIBLE THERE "'AY 6E OTHERS, THE EXISTENCE THE PROJECT. THE CONTRACTOR SHALL NOTIFY PROPERTY OWNERS -48 HOURS IN ADVANCE Of DRIVEWAY
- FO - fiBER OPTIC UNE OF WHICH PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S "'ODIFlCATlON THAT WILL TE"'PORARILY UIoIIT OWNER ACCESS TO THEIR PROPERTY.
RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION ANO TO
AVOID OAMAGE THERETO. NO ClAIMS FOR ADDITIONAL COMPENSATION WILL BE 13. THE CONTRACTOR SHALL CONFINE WORK TO THE CONSTRUCTION L1",rrs AND EASEMENTS. IF THE CONTRACTOR
-OHC- OVERHEAD CABlE: TElEVISION ALLOWED TO THE CONTRACTOR fOR NolY INTERFERENCE OR OELAY CAUSED BY OBTAINS ADDITIONAL EASEMENTS fOR THE STORAGE OF EOUIPl,4ENT AND MATERtALS, COPIES OF THE AGREEt.lENTS
SUCH WORK. WITH THE PROPERTY OWNERS SHAll BE PROVIDED TO THE ENGINEER.
-UGC- UNDERGROUND CABLE TELEVISION 14. THE CONTRACTOR SHALl NOT DlsruRB GRASS AREAS OR TREES OUTSIDE THE CONSTRUCTION Ul,4ITS. THE
THE CONTRACTOR IS REQUIRED TO UTILIZE THE UTILITY ONE-CALl. SERVICE AT
- TRAFFIC SIGNAL. CABLE (600)-292-8989 AT LEAST 46 HOURS PRIOR TO EXCAVATING AN'rWHERE ON THE CONTRACTOR WILL NOT BE PERMrTTEO TO PARK OR SERVICE VEHICLES OR EQUIP",ENT, OR USE THESE AREAS FOR
- 1S STORAGE OF MATERIAlS. ALL STORAGE, PARKING AND SERVICE AREA(S) WILL BE; SUBJECT TO THE APPROVAL OF
PROJECT. THE ENGINEER.
- IRR - IRRIGATION SYSTEIoI THE ,t.B(Nf.. UTIlITY" CQWPANlES ARE KNOWN TO w,'JE FI.C\lrnES ON ThE PROJECT. THE UTlUTY COMPANIES WHOSE FACILITIES ARE SHOWN ON THE PlANS OR KNOWN TO BE WITHIN CONSTRUCTION
1>.
-X-X- FENCE UNE KNOWN UTIliTY CONFUCTS ARE BEING RESOLVEO BY EACH RESPECTIVE UllUTY UIoIITS, SHAll BE NOTIFIED BY THE CONTRACTOR PRIOR TO START OF CONSTRUCTlON.
COt.lPANY. UTILITY CONFUCTS DISCOVERED OURING CONSTRUCTION WILL BE 16. ALL CONSTRUCTiON SHALl. BE IN ACCORl:V\NCE WITH THE CITY OF IOWA CITY STANDARO SPECIFICATIONS
~ AODRESSED AT THE TIME Of DISCOVERY, AND DETAILS, UNLESS OTHERWISE SPECIFIED BY OETAILS AND NOTES SHOWN IN THE PlANS.
PAVEMENT REIoIOVAL
~ 17. CONSTRUCTION STAKING AND AOI.1INISTP.ATION WILL BE PERFORMED BY THE CITY OF IOWA CITY. THE CONTRACTOR
PAVEMENT t.lIWNG SHALl NOTIFY THE SURV(YOR 48 HOURS IN ADVANCE OF NECESSARY STAKING,
C::J PCC PAVEt.lENT SURFACE
C::J HMA PAVE~ENT SURFACE:
.
~ GRANUlAR SHOULDER
. ,'..,....'
.
PROJECT NO: 050037 JOl DESlGHED BY;~ SSOVERS ~ REVISION OESCRIPTlON I ti.&.lf All' IOWA HWY 1 IUS HWY 218 RAMP SlGNAUZAllON SHEET NO.
PROJECT DATE: CHECK/::O BY: CITY OF IOWA CITY GENERAL NOTES AND LEGEND A.02
CAD DATE:~3 2006 1~58:-46 D,m. DRAWN El'Y: RPLAT~~ n&Lne~~g_ lance, Inc.
CAD nLE: S:\PROJ~50037-J01\cod\dwos\Ct\A\A02.DWG (RPLATNER) CfTY OF 'ONA CITY
I I
I -
US HWY 218
58 EXIT RAMP
,
I
. 36.0'
. 24.0' 6.0' . 12 O'i12 0'
WEST EAST
PROFILE GRADE
__~_J___~l~~_- ---T----__
------- tOW pce PAI!EI.1EI'IT _r------.:::-"""
"'"' ---------------- ~, ,
,
NClRM.I<.SECOONSSOOIIN~YIIN'PROP- "
, ,
RI,l.ffiVWOOf[llFOftNlfASSPECflCIUY
~TUl B'l' TIt: 00NlIR SLK:H '-S MER- / o ROAD P RtB[)
SECl'lCNS OR Sl.I'ER WVATED OJRYES. / AN
/ / USA
/
ROtR 10 0Tl{R mAW'INCS Fa! DETAlS or / / " ON r UBGRAD
SIO.lDER OCSKINMDCONSTROCrOH. / /
/ /
CD fUER ltl OMR ilRAlflNGS FOR: / /
/ US HIGHWAY 218
OCTM.SCf~ctJCSlR\.iC'TOl. / /
<D "8H'JOINT / / (SOUTH BOUND EXIT RAMP)
"i::;-~ .........'" /
CD 1:1 stII\: ">? /
!v U ...../
CD REfER TO STANlWlO R(W) pW Ff-I9C. 1'rPE 7A 8Ji ..'/ LOCATION 0 CD
$'~ /,,/
o\SSliOWNINTAllllAOOH <,,0;P ............. ROAD IDENTIFICATION STATION TO STATION root "''''' TYPICAL CROSS SECTION
CD Jalr/TLA't'OVrSlW..l.BEASSHClWNINM: J;'- / 218 S8 EXIT RAMP 1567-+44.98 lSe.a+17.Q7 \'AAIES 10 PC CONCRETE PAVEMENT WIDENING
't' SHEETS. TRN&'ERSEJa!ffiWUIf 'a)', frfi...'.....
1568+17.07 1570+70.00 12.0 '0
@Sl{)lUl[Rl'1P(S!W1OCHWAINNJUlS[CfXlN .-- 1570+70.00 1571+70.00 VARIES '0 WITH GRANULAR SHOULDER
REJ1AlH(RmRTDSHElJSO.o1 AND LOl fOR --. 2.0'
~1NFtlRlJA1lOH). 1571+70.00 1571+90.00 10
.
.
EB IOWA HW'T' 1
we IOWA HWY t ,
, I
r"~ "l', 64.0' 12,0' 12.0'
I'->
0 =
=
""
~0 :n
"'" 11
0=2 ~
--------- - I
r------ 10" pee PAVEMENT VARIES ~ 10" pee PA\lEt.4ENT ~_______ ---, -0 W
L_______ ---- ---~ ~r m
"'"' m ::>0
I(lRW,lS[COONSSHI'lWNIlAVIE~- O:D ::ll: 0
RLliTD.V WODf'EII fOR NlfAS SPECffJUY ~^ CO
~TEDB'\'TK:OOtlIRSl.lCHASiNlER- ..
S[CTllNS~Sl.fERnIYATEDCUR'ltS. )> CJ"l
CJ"l
REFERTOOTlIJIDRAW\NCSfOODETWOF
9W.OOI 0CSQj AND CClNS1ROCT!OIl.
<D REfBllOO'lliJliliWllllCSroR US HIGHWAY 1 CROSS-OVER
ocrAl.SorSIf.)W(R~.
<D "'9T-3""oNT
CD "l(f-2""ONT LOCATION CD
0..amIJ.'l'OUTSlWlIlEASSHtMNIHTIt: ROAD IDENTIFIC;ATION __~~_ STATION TO STATION Inclles
'1.' 9lEITS. TRANMRSE JOO(J$ '/I'll BE 'CO', - TYPICAL CROSS SECTION
IOWA HIGHWAY 1 79+22.00 79+88.00 '0'
. PC CONCRETE PAVEMENT
~ CROSS-OVER
~
,
~
~ ] tigi..~I Alliance, Inc. SHEET NO.
~ PROJECT NO: 050037 J01 DESICNEO BY; SSOVERS Em REViSION DESCRIPTION I IOWA HWY 11 us HWY 218 RAMP SlGNAUZA1lON
~ PROJECT DATE: CHECKED fJY: CITY OF IOWA CITY TYPICAL CROSS SECTIONS 8.01
~ CAD DATE: Januarv 23 .2006 1 :59;59 c.m. DRAWN BY: RPLATNER ONA CITY, OWA
$ CAD mE: S;\PROJ\0500.37-J01\cad\d..as\Ct\B\SS.DWG (RPLATNER)
.-
II I
EAI-3 I
us HW'f 216 11/07/05
S8 ENTRANCE RAMP
10.0' 16.0' , 'l"J
.
WEST EAST
1 6' GRANUlAR
SHOULDER
, HIM SHOULDER ____~~~I~__-
~-4.0"
--- -- ~~~~.!~~!-_--
I....~..,")
~&-{.r",S:f~': ~--
""'" ---
---
~stC1'l:W55HOWN"'yllEN'fR(P- ".#:.
RlATaV IlmHD fOR NlfAS SPfCIFJCiUy P A M NT
lJBlGN,I.TED En' TI{ 0lGINEER SlJ:HKi MrR-
SECTlONSORSlfERElfVAlIDll.lIM'S. lLSP
REFERTOOTlODRAWNGSRlilOCTAlSOF
SHOll.OCRllSlQrlAtlD~.
CD RUERTOOTi'ERoo.WNGSFOfl US HIGHWAY 218
DETNlSOf"SHWllERCONSlilliCTDt (SOllTH BOUND ENTRANCE RAMP)
CD "8T-J",Q(J
01:1stOl'[ LOCATION 0 CD
G).KlfHTLAYlXJfstWiOCKiSHOW!llNTIE ROAD IDENTIFICATION STATION TO STATION F~l '"'''''
'L'SIfITS. TIWIS'OSEJOINTSWllOC'Cli. .3567+05.2t=j- 2 10 SECTION
218 sa ENTRANCE RAMP 3566+85.20 TYPICAL CROSS
<D REFER TO SI(U 8.OJ, DETM. EN--S -----.
218 S8 ENTRANCE RAMP 3567+05.20 356~:,"6L4-4 VARIES C PAVEMENT WIDENING
fOR IfM PA'ltDSOOlJJ{R OCTAL ,2 FT.-7.-40 FT. PC CONCRETE
-- I _ . . WITH HMA/GRANULAR SHOULDERS
.
.
""
0 =
=
~~ ""
::n:
". 11
0-< ::u
- I
~O c.u
_ r m
m 3>- 0
022 :x
;:::/'0 9?
)> CJ1
(JJ
.
~
. ~
,
~
~
~ PROJECT NO: 050037 JOt OESIGNED BY: SSOVERS A REVISION DESCRIP110N I llii .&.IT All' I SHEE.T NO.
IOWA HWY 11 US HWY 218 RAMP SIGNAUZATlON
, TYPICAL CROSS SECTIONS 8.02
~ PROJECT DATE: CHECKED BY: CITY OF -oWA CfTY
"' CAD DATE: JCIl\!.2D' 23 2jJOS 1:59:59 D.m. DRAWN B"!': RPLATNER E1JgJ.nc<NI}K lanCe, nc.
E CAD F1LE:~~0500J7 J01\Clld\d""a,\Ct\a\BS,OWG (RPLATNER) 'OWA CITY, 'OWA
- --
I II I End of h-o-~I
I ~ 15' Normol~ I I_Min lIT I . 20'CD I 7203 Toperi _'2" I End of Toper
1.100(lmum _~I ^".,.. '~~I".l~'{ 'A" D~'_AR'
I I I- T -I 106--08-891 ,," 111 1 ,--- ..._~w_w ow, ,...1'"...."
~ 0 01: 0 0 p ~ Design Taper Paint Line
0 ;> .U No Joint -" -" Bevel I' I
. " w 0 ~ Less than 10' i> " Widening
b b " " Area . End of Toper
fxistin~ Crocks Existlng'C'
ExpansIOn
Joint or 'CD' Joint ('''Thl''",''
-- - - Old Slob ~+ Approximate
1" Drop Nole:
DETAIL . A' DETAIL 'A' ToperpoVEl'nenltobepoid
foroltheconlroctlJnil
0 0 0 0 0 -0 FOR FOR priceforP.C.toncrete
p ;> !O _u .u -" GRANULAR SHOULDERS PAVED SHOULDERS POverTleflt.
0
" w " " " . " Widening
Noles: " " " " " " <D Normal width is 2'-O~. 4'-0. width
For tint detaus reler should be constructed adjacent to TYPICAL DETAILS OF
10 SandlYd Rood Plan TYPICAL JOINTING DIAGRAM I 15' N"mOI3-- 4' wide Ht.tA shoulders (See TWicol 7154). See Delo~ 'A' PCC PAVEMENT HEADER
RH-50 and RH-52. FOR
CD If more thon 20' make 1Il -Cut Joints ~posite existing
WIDENING EXISTING PAVEMENT pints first, hen the inter-
extrajointJi_ mediate cuts. Edge of Pavement Normol Subgrode ~
E 12" 02-16-06
'L-2' or 'KT-2' Joint <D T (j)
Edge of Pavement Normal Sub rode ~ 4.0% -... Edge Treatment Fillet
01-2IHl6
P.C. Concrete E40'~
Pavement Granular Shoulder
,
~,
Special80ckfm
~ + PORTlAND CEl.1ENT COOCRETE PAVED SHOULDER 6" f.linimum Thickness
Subbasei! TYPICAL SECTION E"th Should" FIIl<D
Applicable [V:iOb!e \.::..::.::.: "'h'-"''-7TT F.NOrrnal Refer to Standard Rood Plan RH-418
~eS/<:pe -- Full Depth PCC Paved Shoulder CDrtrth 9louIcIlf fJ ill'
Top of Subgrode ---- IDIWENSlONS cIosslllexcowllan~tit~
Eorth Shoulder F~I X lOCA llON QUANTITIES (i)Approxlna!dyl:1S1q1e
----,- ---- ~:'CD CD
TYPICAL SECTION _d5J \WM: Sf{~-CID Q)Rtfll"tOgppropriglldetoichwinqs.
TYPE 'A' OR 'B' GRANULAR SHOULDER STAllON TO STATION lID IlAOOll @"I!Il~!essthcrJP;'use'BT-1'JoiJl
r IndlIlI Feet 54'" 1>.,,, r:r ... elJIoIlofEmorethcrJP;'use
. Adjacent to PCC Pavement Notes: ~78+ 00 t-t, '1<T-t!l" rnoditielS'BT-1. lloditied
Location CD CD See Standord Rood Plan RH-37D. __..NI..eL 8 - 3 'llT-r~okc)'W~Sees~
~i:~ QI Roo6PklnRH-51ffEpill detoilll.
I Side
to Station r... """" Eorth Shoulder fill is included ~eidltlll'll
. U OlL I 6 in doss 10 excovotion quantity
RI S ---------------~------------- ~
6 T 01-20-06
VA E 6 T. ApproochTraffic~
IV T. Edge of Pavement
6 6_ T. .....,
0 =
V RT. =
T. ""
5' T Shoulder line :;Eo :x
T AMP T 6 )>- X>> 11
V RT. o~ ::u
3567+60.00 6 6 RT. - I
-0 c..:>
Ed,. ,f P'>em",t ~ N~ISubgrade ~ line of Toe of ;:<~ m
):>0
P.C. Concrete E 01-20-00 FJOttenedFo;eSloPe- --.....- --- -:0 :It 0
Pavement I - -- Normal Toe ~7
M". 4,1 SIOP~-_ ~_- 0:>
4.0' -.- Roodwoy ditch may require alignment - - - - -. Mox. 4; 1 Slope otForeslope
4.0X_ shift adjacent to the signal pole base. ^ Slgnol Pole 8058 I )> U1
, ! ' Voriable U1
SubboseQ) 4.0%~ ~,
INSTALLATION PLAN
HMA PAVED SHOULDER 8 inch Eorth Shoulder Filla:> - WHERE SPECIAL BERM IS REQUIRED
Refer to Stondard Rood Plan RH-42 TYPICAL SECTION
Normal Shoulder
8" THICK HMA PAVED SHOULDER DESIGN RATES Roadway (Variable)
Adjacent to PCC Pavement (New or Existing) I1Ell 'AR t:4 Variable
~.t1I~ "'lBS. .~. -
LOCATION CD QUANlll1ES TACK COAT 0.05 GAl In. -
"''''<i) TACl< .......T sPEcw.@ ~Al.TBNoER " , ,
. SIDE lID ...... Cllo\T """" """"
ROAD IDENTIFICATION STATION TO STATION r... Sq.YdL 'Tone ... Tn r:r
IOWA HIGHWAY 1-WB -- CD ,I,ppfoUnaItlyl;l SIqIe
77+00.00 7. 8 LT. 175.1 .6 .9Jl 4 7
~ IOWA HIGHWAY 1-WB 78+65.44 . .16 6 T. 91.3 44.3 1 .8 .6 1 9 (VEcrth 91cUdcf F1 i11nduded
~ IQ_'tL~..tHGHWA Y 1-...QL.. 77+00.00 ~ LT. 184.4 ~. , 6. inClas:ll0Ex\:lMtiono..o:w.tlty
.; IOWA--.tIIGHWA Y 1-:-J8 78+45.54 79+49.7 1 RT. 155.9 72.1 17.3 U 29.7 (1)t2"llod.!aboIelktrle"f'roposed~ll'Ib,
~ IOWA HIGHWP.~ 80+ 8.00 8 T 111.1 4 .6 ." SubbcleUndII" Exiltir!qPG'ICtI'Ill'Ib SECTION A-A
w I HWA - 1 T 80.0 (i)Bid Ileml
~ SIGNAL POLE BASE GRADING DETAIL
~ PROJECT Na:_--9MlOJ7-JOl _ DESIGN(D BY: SSOVERS ~ R(VISKlN DESCRIPTION I ~ .L1.1f All' IOWA HWY 1/ US HWY 218 RAMP SIGNAUZATlON
, SHEET NO,
~ PROJECTD.-.TE:__ _ CHECKED BY:
! CAD D.-.TE:2Q/)~_Q()'...;Z_~~6 1:~\!;,~_ DRAWN BY: RPl..A,TNER CITY OF IOWA CITY TYPICAL DETAILS B.03
CAD FlLE: S'\PROJ\0500.37-J01\clId\dwCls\Ct\8\BS.Dwe (RPLATNER) .nglne~I}K lanCe, Inc. 'OWA CITY, CWA
I I
~ ~
EACH UNIT '= 3.84" 04-28-98 "-61/''" 2'-63/''" 01-2.J--13$
. -+ F. I '-'-+ tACH UNIT = 3.84"
, [,. 101/''"
-Ie
t:; ., 4'-53/''" 5'-1 1/2" " 63/4''--
+ 11 1/''" - 1-+ 1
;;. !--t
~ it- 8'-0" 5' 1 1/''"
)' J " ~b-,
..., 1
~ II 11 r 11 1/''" ~
~ ','\. 1-1'-71/''"
+'\. 1'-1 1/''" ,'-l "
+'-
-,.-65/8'" ~ 1'-71/''"
I II , _I~
11111 t 12' 95/8'" - PAVEMENT MARKINGS COMBINE
6'-1" PAVEMENT MARKINGS STRAIGHT AND CURVE ARROWS S'ffiAIGHT AND CURVE ARROWS
~
~
01-23-85
EACH UNIT :: 3.84" 51/4" ~
,'" .c 000000-.1 04-20-04
=:1- - - ~
= =, ~(Jolflt) 0 (j) P"o' -sr1 @P,'o'
~y 30' 110' 1 30' ~ 2'..j~ ..j4'~ ,'":::J
o BRCJ<EN CENlrR UNE (Yellow) @OOTTEDUNE(l'ltlite) ,"tt~~,"tt~u",
. 8'-0" '"'"
, ,...,
1 =
51/4" ,'" <:9 Point It'wldth fQf 6" StandardCorb, 0 =
-=:t a'>
, ! , ,I-lm;"~::' ') 5 1/"~ @PaifltH"widlhfor6"SlopedCurb. ~O :z
- - ~ - t =:I-.t(Joint) )>::::j ",. -n
@YELLOWCIJRB @ 'MinE aJRB :::0
, I ../ -
51/4" ,'"J lRAFfIC__ t o - - r-
eD DOUBLE CENTER UNE (Yellow) @lSClJD LANE UNE (\\t:ite) --0 c..:> h1
I. .1 -\,
5'-9" :<m :>>> 0
II ONLY" 101" 4" -::0 Z
WORD 8' = 51/4" =r "1-,1 , ,(VV ~;" CE
__1-_ - -.1 f -~~(Jo'"') ~ /},,'" V ):>- Ul
, t t ' c::=J en
L,'" 51/''"
t of Side Road ~ @ NO PASSING ZONE UH( (Yellow) @ STOP UNE (''''Me)
()4-:50-9& @Y1ELDUNE{\\t:ite)
51/4" rJointLine t-loneWidth
Edge of r ,'" ,'"
Thru Roadway =::::1 ::i 51/4"
EaT c::=J \ ) 10 0 o 010 0 0
30' I~~ 30' 1,10' .1 @ CHANNELIZING UNE (''''hile) ! o 0- 0 10 O-o:..t
@ BROkEN lANE UNE (Vlhite) 1llAFFlC~ @CHANNELlZlNG UN[ (Yellow) 51/".j0
1 2'..j~ ..j,,~ ,-:::J
I Edge of @ DOUBLE DOTTED UN( (YellOW)
@ STOP UNE ('M1ite) Po~enl\ .1
1 -.1
I 4".1 ( I STANDARO TYPES OF
CD EDGE UN( RIGHT ('M1ite) 11'-9" PAVEMENT MARKINGS
For location detans @EDGCUNELEFT(Yellow) ---~ @ CROSSWALK UN( ('M1ite) 6'" =:::r
" 1 see TWical Detaa 190011
PAVEMENT MARKINGS
" Stop Lines
PROJECT NO: Q50037-J01 DES1GNEO BY: SSOVERS ~I REVISION DESCRIPTION I ) fi1:&~I Alliance, Inc. IOWA HWY 11 US HWY 218 RAMP SIGNAUZAilON SHEET NO.
PROJECT DATE: CHECKl::D BY: I CITY OF IOWA CITY TYPICAL DETAILS 8.04
CAD DATE: Januarv 23 2006 1 :59:59 D.m. DRAWN BY: RPLATNER
CAD fiLE: S:\PROJ\050037-J01\cod\dwllll\CI\S\SS.DWG (RPLATNER) teNiA CfTY, 'OWA
-
I I
.
ESTIMATED ROADWAY QUANTITIES I 100-0A
110 2B 97
Item No. Item Code Item Unit Total As Built Quan.
DEMOLITION
1 2401-6750001 REtolOVAl />S PER PLAN lS 1 -- - ~
__ 2 __ ~9-67.1:~ J:~VEMENT REMOVAl SY 656
EXCAVATION AND GRADING
3 2102-2710070 EXCAVATION, CLASS 10, ROADWAY AND BORROW CY 2800
4 2105-8425005 TOPSOIL, fURNISH AND SPREAD CY 130
5 2105-8425015 TOPSOIL, STRIP, SALVAGE & RESPREA~_~_ CY 621
GRANULAR MATERIAL
6 2102-0425071 SPECIAL BACKFILL CY 45B
7 2115-0100000 MODIFIED SUBBASE CY 350
B 2121-7425010 GRANULAR SHOULDER, TYPE A TON 250 - --
PORTIAND CEMENT CONCRETE PAVING --
9 I 2'22-5190010 PAVED SHOULDER, pee, lOIN. SY '.63 --
10 I 2301-1033100 ~~T. STANDARD OR SLlP-rOR~ P.C. CONCRETE ClASS C, 10 IN. SY 1454 --
I
- -
HOT MIX ASPHAlT PAVING -- 7913.- '--
11 I 2122-5500080 PAVED SHqULQER. HMA, 8 IN. DEPTH SY
I .-
STORM SEWER SYSTEM
12 I 2502 8212014 ~U8DRAIN, LONGITUDINAL, 4 IN. DLA. LF 589
13 I 2502-8~ SUBDRAIN, CMP OUTLET (RF 19E), 6 IN. DIA. EACH 3 --- ...,
I =
SPECIAL CONSTRUCTION - --~-- ~O =
--- 250 -- -- -- cO'
14 I 2304 0100000 DETOUR PAY,EMENT SY ::H:
I ,- := -n
--- -- )>:1 :::0
EROSION CONTROL --- f-- -
15 ~ 9999010 0- - ~
CONSTRUCTION EROSION CONTROl.. LS -- f--- 1 -- c..:>
~~____~?01-2638351 SLOPE PROTECTION, WOOD EXCELSIOR MAT__(RC-14)_ SO 297 ==iO
17 2602 0000020 SILT FENCE LF 2100 =<~ >> 0
1B 2602-000qg30 SILT F~NCE. DITCH CHECKS IF 200 -- -:0 :n:
1----- 1 9 2602-0000060 REM9~Al OF SI~T FENCE IF 2100 ~;" T:P.
20 2602 0000070 #~MOVAL OF SILT FENCE - DITCH CHECKS IF 200
21 2602 0000090 CLEANOUT OF SILT FENCE IF 2100 )> Ul
- 0'>
22 2602-0000100 CLEANOUT OF SILT FENCE DITgH CHECKS IF 200
--
SURFACE RESTORATION
23 2601 2636043 SEEDING, FERTILIZING &: MULCHING (RURAl MIX") - ACRE: 1.19 ---
24 2601-2642100 STABILIZING CROP - _~E~Q~ FERTILIZE &: MULCHING ACRE: 1.19
~IC SIGNAlIZATION --
-- - --
___ 25 2525 000010_0 TRAFFIC SIGNAlIZATIO~ lS 1 ---
TRAFFIC CONTROL - -- --
2. 2528 8445110 TRAFFIC CONTROL lS 1
PAVEMENT MARKINGS AND TRAFI -
C SIGNING -
27 2599-9999005 REMOVE AND RELOCATE EXISTING SIGNS EACH 12
28 2524-9275100 WOOD POSTS rOR IYPE A OR B SIGNS, <I- IN, X 4 IN. - ~- 124
29 2524-9275222 WOOD POSTS FOR lYPE A OR B SIGNS, 4 IN. X 6 IN. IF 52
30 2524-9325001 TYPE A SIGNS, SHEET ALUMINUM SF 26
31 2527-9263117 PAINTED PAVEMENT MARKINGS (DURABLE) STA 33,13
32 2527 926313<>. REMOVABLE TAPE MARKINGS STA 8.47
~~ SYMBOLS (DURA8~ -
33 2527 9263143 - EACH_ 13
34 2527-9263180 PAVEMENT MARKINGS REMOVED -- STA 3.8.3
-
. M081l1ZA110N
35 2533 498005 MOBILIZATION LS 1
u' _ ---
.
~
8,
" FFI ] ~~gi~~~ Alliance, Inc.
!- PRO..:ECT NO: 050037-JOl DESIGNED BY; SSOVE.~S REViSl0N OESCfllPTlQN I IOWA HWY 11 US HWY 218 RAMP SlGNAUZAllON SHm NO.
~ PROJECT DAT(:_ CHECKED Err: I CITY OF IOWA CITY ESllMATED PROJECT QUANTITIES C.01
.. CAD DATE; Ja~9 2006 9:05:31 a.m. DRAWN t1'f: RPL6.TNER
i CAD F1LE:Y\PROJ\050037-J()1\Ctid\d"Q~\Ct\C\C'S.OWG (SSOVERS) KJWA CITY, 'OWA
-- -- -----
I I
ESTI MATE REFERENCE INFORMATION I 100 .v.. ESTIMATE REFERENCE INFORMATION I 100-4.1.
. 110-29 02 110 29-02
'tr,.m Item Code Description lLe~n Item Code Description
. DEMOLITION a 2121-7425010 GRANULAR SHOULDER, TYPE A
1 2401-6750001 REMOVALS AS PER PLAN A. REQUIREMENTS OF GRANULAR SHOULDERS TO MEET SECTION 2121 OF THE IOWA DOT SPECIFICATIONS.
A. REFER TO TABULATION ON SHEET C.06. B. REFER TO TYPICAL GRANULAR SHOULDER DETAIL ON SHEET 8.03.
B. INCLUDES REMOVAL AND SALVAGE OF SIGNS, WHICH SHALL REMAiN THE PROPERTY OF THE IOWA DOT. THE CONTRACTOR C. REFER TO SHEETS 0.01-0.02 FOR PLACEMENT LOCATIONS.
SHALL DELIVER SIGNS TO THE IOWA DEPARTMENT OF TRANSPORTATION OAKOALE MAINTENANCE AREA LOCATED AT: D. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER TON. THIS SHALL BE CONSIDERED FULL
2600 27TH AVENUE OAK DALE, IOWA 52319. COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, AND MATERIALS NECESSARY FOR THE INSTALLATION OF
C. INCLUDES THE REMOVAL AND DISPOSAL OF SIGN POSTS, AND HARDWARE. GRANULAR SHOULDERS, TYPE A IN ACCORDANCE TO THE CONTRACT DOCUMENTS.
D. iNCLUDES REMOVAL AND PLUGGING OF ABANDONED SANlTARY SEWER FORCE MAIN WHEN ENCOUNTERED DURING E)(CAVATION.
E. THE CONTRACTOR WILL BE PAID THE LUMP SUM CONTRACT PRICE. THIS SHALL BE CONSIDERED FULL PORTlAND CEMENT CONCRETE PAVING
COMPENSATION FOR FURNISH!NG ALL MATERIAL, EQUIPMENT AND LABOR FOR PERFORMANCE or WORK AND PROPER 9 2122-5190010 PAVED SHOULDER, PCC, 10 IN.
REMOVAL AND DISPOSAL OF ALL REMOVED MATERIAL INCLUDING MANHOLES, HANDHOLES, LIGHT POLES, FOOTINGS AND BASES. A REQUIRES 'CD' TRANSVERSE JOINTS,
B. REFER TO PCC FULL DEPTH PAVED SHOULDER TYPiCAL SECTION ON SHEET B.03.
2 2510-6745850 PAVEMENT REMOVAL C. REFER TO IOWA DOT STANDARD ROAD PLAN RH-41B FOR CONSTRUCTION DETAILS.
A. REFER TO TABULAnON 110-1 ON SHEET C.06. D. PCC SHOULDER SHALL MEET THE REQUiREMENTS OF SECnONS 2122 AND 2201 OF THE IOWA DOT SPECIFICATIONS.
B. REFER TO GENERAL NOTE NO. 10 ON SHEET A02. E. REFER TO SHEET L.02 FOR GEOMETRIC STAKING AND JOINTING DETAILS.
C. THIS ITEM INCLUDES REMOVAL ANO DISPOSAl OF ALL PCC AND ACC PAVEMENTS or VARiOUS THICKNESSES. F. FINISHING OF THE SHOULDER EDGE ANO FORESLOPE WILL NOT BE PAID SEPARATE, BUT SHALL BE CONSIDERED
D. INCLUDES FULL DEPTH SAW CUTTING OF pec/ACC NECESSARY TO CREATE A ClEAN AND NEAT EDGE BETWEEN EX~SlING INCmE:NTAL TO THIS ITEM.
AND PROPOSED PAVEMENTS. G. CONTRACTOR SHALL PROVIDE CERTIFIED PLANT INSPECTION FOR pce PAVING, PER IOWA DOT SPECIFICATIONS.
E. INCLUDES SAW CUTTING NECESSARY FOR STAGED CONSTRUCTION. H. CONTRACTOR MAY USE THE MATURITY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PCC PAVING, PER
F. REFER TO TRAFFIC CONTROL AND STAGING SHEETS J.Ol-J.05 FOR CONSTRUCTION SEQUENCE. IOWA DOT STANDARD SPECIFICATIONS.
EXCAVAT ON AND GRADING 10 2301-1033100 PAVEMENT, STANDARD OR SLIP-FORM P.C. CONCRETE ClASS C, 10 IN.
3 2102-2710070 EXCAVATION, ClASS 10 ROADWAY A~m BORROW A. REQUIRES 'CD' TRANSVERSE JOINTS.
A. REFER TO TABULATION ON SHEET T.Ol FOR TEMPLATE QUANTITIES. ESTIMATED 30:; SHRINK IN VOLUME B. REFER TO TYPICAL SECTIONS ON SHEErS 8.01-8.02.
B. THIS BIO ITEM INCLUDES THE FOLLOWING QUANTITIES: C. REFER TO SHEETS l.01-L.03 FOR GEOMETRIC STAKING AND JOINTING DETAILS.
O. INCLUDES QUANTI1'Y FOR THE FULL DEPTH PATCH ON THE Us HIGHWAY 218 SOUTHBOUND ENTRANCE RAMP.
2,800 CY OF TEMPLATE FILL + SHRINK E. CONTRACTOR SHALL PROVIDE CERTIFIED PLANT INSPECTION FOR PCC PAVING, PER IOWA DOT SPECIFICATIONS
949 CY OF cur F. CONTRACTOR MAY USE THE MATURITY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PCC PAVING, PER
1,851 CY OF BORROW IOWA DOT STANDARD SPECIFICATIONS,
C. THE CONTRACTOR WILL BE REQUIRED TO COMPACT TO AT LEAST 95% OF THE MATERIALS STANDARD PROCTOR DENSITY. HOT MIX ASPHALT PAVING
D. THE TEMPLATE QUANTITIES ARE BASED UPON BOTTOM OF MOOIFIED SUBBASE AND 00 NOT INCLUDE THE TOPSOIL VOLUME. 11 2122-5500080 PAVED SHOULDER, HMA 8 IN. DEPTH
THIS ITEM INCLUDES EARTH SHOULDER FILL/EXCAVATION AND GRANULAR REMOVAL/DISPOSAL REQUIRED FOR THE HMA SHOULDER A. REFER TO TYPICAL SECTION ON SHEET 8.03
ON IOWA HIGHWAY 1 AND US HIGHWAY 218 SOuTHBOUND EXIT AND ENTRANCE RAMPS. 8. REFER TO SHEET 0.02 FOR CONSTRUCTION LIMITS
. E. OVERHAUL WILL NOT BE MEASURED OR PAID FOR, BUT SHALL BE CONSIDERED INCIDENTAL TO ROADWAY EXCAVATION C. REFER TO IOWA OOT STANDARD ROAD PlAN RH--4-2 fOR CON'51RUCTION DETAILS
ON THIS PROJECT. D. PCC SHOULDER SHALL MEET THE REQUIREMENTS OF SECTIONS 2122 AND 2303 OF THE IOWA DOT SPECIFICATIONS.
F. CONTRACTOR WILL BE REQUIRED TO CUT STEPS INTO THE EXISTING US HIGHWAY 218 SOUTHBOUND EXIT RAMP. E. HMA SHOULDER SHALL BE A 1M ESAL, 1/2- OR 3/4- BASE COURSE MIX WITH A PG 58-28 ASPHALT BINDER.
EACH STEP OR SERIES OF STEPS SHALL BE CUT TO APPROXIMATE HORIZONTAL PLANES WITH HAVE VERTICAl SLOPE F. PRIOR TO PAVING, THE CONTRACTOR WilL BE REQUIRED TO PROVIDE A CLEAN AND NEAT EDGE WHERE PROPOSED
CUT DIMENSIONS OF NOT LESS THAN 3 FEET. REFER TO IOWA DOT STANDARD SPECIFICATIONS 2107.03 FOR ADDITIONAL SHOULDER MATCHES EXISTING PAVEMENTS.
. INFORMATiON. G. FINISHING OF THE SHOULDER EDGE AND FORESLOPE WILL NOT BE PAiD SEPARATE, BUT SHALL BE CONSIDERED
G. THIS ITEM WILL BE PAID BASED UPON PLAN QUANTITY OF CUSIC YARDS OF ClASS 10 ROADWAY EXCAVATION. INCIDENTAL TO THIS ITEM. ,....,
H. AND ADDITIONAL BORROW OR WASTE FOR STAGED CONSTRUCTION SHAlL BE CONSIDERED INCIDENTAL TO ROADWAY H. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE YARD OF HMA PAVED SHOULDER. n:5 =
=
EXCAVATION ON THIS PROJECT. SHALL BE CONSIDERED FULL COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS <:f'
(HMA PAVEMENT, BINDER, TACK COAT) NECESSARY FOR THE INSTALlATION OF HMA PAVED SHOULDER IN zO ::n:
. 2105-8425005- TOPSOIL, FURNISH AND SPREAD ACCORDANCE TO THE CONTRACT DOCUMENTS. )..""> ~ "'" II
A. REFER TO TABULATION ON SHEET T.Ol FOR TEMPLATE QUANTITIES. ESTIMATED 45% SHRINK IN VOLUME. ::0
B. BASED ON VOLUME REQUIRED TO HAVE 6 INCHES OF TOPSOIL OVER ALL DISTURBED AREAS. STORM EWER SYSTEM - -
C. TOPSOIL SHALL BE HIGH QUALITY SOIL CONSISTING OF THE TOP 6 INCHES OF FIELD OR PASTURE LOAM 12 2502-8212014 SUBDRAIN, LONGITUDINAL, 4 IN. DIA. 0 0 w I
CONTAINING A GOOD SUPPLY OF HUMUS AND A HIGH DEGREE or FERTILITY. THE QUAUTY OF SOIL SHALL A. REFER TO TABULATION 104-9 ON SHEET C.07. ;<! I m
BE APPROVED BY THE PROJECT ENGINEER. B. REFER TO TYPICAL SECTION ON SHEET 8.01. _ "'"
D. OVERHAUL WILL NOT BE MEASURED OR PAID FOR, BUT SHALL BE CONSIDERED INCIDENTAL TO ROADWAY EXCAVATION. C. REFER TO SHEET 0.01 FOR SUBDRAIN LOCATION. _ m ::rt 0
D. INCLUDES POROUS BACKFILL; INCIDENTAL TO THIS ITEM. o;;g
5 2105-8425015 TOPSOIL. STRiP, SALVAGE AND RESPREAD E. REFER TO IOWA DOT STANDARD ROAD PLAN RF-19C FOR CONSTRUCTION DETAILS. ~ /'- <:?
A REfER TO TABULATION ON SHEEr \.01 fOR TEMPLATE QUANl"ITIES. ESTlt.\ATEO 45:; SHRINK IN VOLUME. U1
B. THIS BID ITEM INCLUDES THE FOLLOWING QUANTITIES: 13 2502-8220196 SUBDRAJN, CMP OUTLET (RF-19E), 6 IN. DIA. )>
621 CY OF STRIPPING A. REFER TO TABULAnON 104-9 ON SHEET C.07. CT\
751 CY OF SPREADING + SHRINK B. REFER TO SHEET 0.01 FOR OUTLET LOCATIONS.
130 CY OF BORROW
SPECIAL CONSTRUCTION
GRANULAR MATERIAl ,. 2304-0100000 DETOUR PAVEMENT
6 2102-0425071 SPECIAL BACKFILL A. REFER 10 STAGING AND TRAFFIC CONTROL SHEETS J.01-J.05.
A. REFER TO IOWA HIGHWAY 1 CROSS-OVER TYPICAL SECTION ON SHEET B.Ol. B. DETOUR PAVEMENT IS TO BE A HMA 1M ESAl. '/2~ OR 3/4- MIX OR A MIX OF HIGHER QUAUTY WITH A
8. REFER TO TYPICAL HMA/PCC PAVED SHOULDER DETAILS ON SHEET 8.03. PG 64-22 ASPHALT BINDER AND A 8- MINIMUM THICKNESS.
C. THIS BID ITEM INCLUDES QUANTITY FOR CROSS-OVER, HIM & PCC SHOULDERS. c. INCLUDES PLACEMENT, REMOVAl, MAINTENANCE AND REPAIR OF DETOUR PAVEMENT DURING CONSTRUCTION STAGING.
D. INCLUDES 6- SUBGRADE PREPARATION FOR CROSS-OVER PAVEMENT. D. INCLUDES EXCAVATION AND GRADING REQUIRED FOR PLACEMENT OF DETOUR PAVEMENT.
E. REQUIREMENTS OF SPECIAL BACKFILL TO MEET SECTIONS 2102.04C AND 4132 OF THE IOWA DOT SPECIFICATIONS. E. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE YARD. THIS SHAll... BE CONSIDERED
FULL COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR THE
7 2115-0100000 MODIFIED SUBBASE CONSTRUCTION, MAINTENANCE AND REPAIR OF THE DETOUR PAVEMENT.
A REFER TO TYPICAL SECTIONS ON SHEETS B.01-8.02.
B. REQUIREMENTS OF MODlnED SUBBASE TO MEET SECTION 2115 OF THE IOWA DOT SPECIFICATIONS.
C. THIS BID ITEM INCLUDES QUANTITY FOR US HIGHWAY 218 SB EXIT AND ENTRANCE RAMP WIDENING.
D. INCLUDES 6- SUBGRAOE PREPARATION FOR ALL PCC PAVING.
.
~
8,
~ PROJECT NO: 050037-JOl OESIGNED BY: SSOVERS g REVISION DESCRIPTION I ) ~~gi~1 Alliance, Inc. IOWA HWY 1/ US HWY 218 RAMP SIGNALIZATION SHEET NO.
~ PROJECT DATE: CHECKED BY: i CITY OF IOWA CITY ESTIMATE REFERENCE INFORMATION C.02
i CAD MTE:: Jonuarv 29 2006 9:05:31 a.m. DRAWN BY: RPLATNER
CAD fIlE: S:\PROJ\050037-J01\cod\dwas\CI\C\C'S.DWG (SSOVERS) 'OtNA CITY, 'ONA
-- I
I I
ESTIMATE REFERENCE INFORMATION lOO-#. ESTIMATE REFERENCE INFORMATION I 100 4A
[10-29-02 110 29-02
I~enm Item Code Description Ittm Item Code Description
15 2599 9999010 CONSTRUCTION EROSiON CONTROL RELOCATE LIGHT POLE AND SUPPLY AND INSTALL SUP BASE. LIGHT POLE SHALL REUSE 15 LUMINAIRE ARM
A. THIS ITEM INCLUDES MANAGEMENT OF PERMIT REQUIREMENTS AND MAINTENANCE OF A STORM WATER MANAGEMENT PLAN. WITH 30' MOUNTING HEIGHT AS OUTLINED IN THE PLANS, SPECIFICATIONS, AND DETAILS. LUMINAIRE SHALL
THIS ITEM SHALL BE IN ACCORDANCE WITH NPOES REQUIREMENTS. CONTRACTOR/SUBCONTRACTOR 15 RESPONSIBLE tOR NOT BE USED AS POLE IS INTENDED FOR MOUNTING ADVANCED VIDEO DETECTION CAMERA.
fHE IMPLEMENTATION AND MANAGEMENT OF CONTROL MEASURES SPECIFIC TO THE PROJECT SITE.
MAST ARM MOUNTED $IGNAGE AS OUTLINED IN THE PLANS AND SPECIFICATIONS SUPPLIED, DELIVERED AND INSTALLED.
,. 2601-2638351 SLOPE PROTECTION, WOOD EXCELSIOR MAT (RC-14)
A. REFER TO TABULATION OF EROSION CONTROL 100-11 ON SHEET C.06. FIBER OPTIC CABLE AND EQUIPMENT FOR TRAFFIC SIGNAL INTERCONNECT PS OUTLINED IN THE PLANS, SPECIFICATIONS,
B. REFER TO IOWA DOT STANDARD ROAD PLAN RC-14 AND RC-5 fOR CONSTRUCTION DETAILS. AND DErAILS SUPPLIED, DELIVERED AND INSTALLED.
C. THE CONTRACTOR Will BE PAID THE CONTRACT UNIT PRICE PER SQUARE. THIS SHALL BE CONSIDERED FULL
COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR THE INSTALLATION CONVERSION OF EXISTING STREET LIGHT POLE SUPPORTING A 240 VOLT, 150 WATT HPS LUMINAIRE TO AN EXISTING
OF WOOD EXCELSIOR MAT IN ACCORDANCE WfTH THE CONTRACT DOCUMENTS. POLE SUPPORTING A 120 VOLT, 250 WATT HPS LUMINAIRE INCLUDING NECESSARY REPLACEMENT OR MODIFICATIONS TO
THE LUMINAIRE AND WIRING AS WEll AS REMOVAL OF THE EXISTING CIRCUIT TO THE EXISTING LIGHT CONTROLLER
17-22 2602-0000020 SIl.T FENCE IN THE SE CORNER OF THE NORTHBOUND U.S. HIGHWAY 218 RAMP TERMINAL.
2602-00000.30 SilT FENCE - DITCH CHECKS
2602-0000060 REMOVAL OF SILT FENCE DETECTOR LOOPS INCLUDING 1el14 LOOP WIRE IN TUBING, 2eN14 SHIELDED DETECTOR LEAD-iN WiRE, SAW CUTTING,
2602-0000070 REMOVAL OF SILT FENCE - DITCH CtiECKS LOOP SEALANT, SPLICE KITS. DETECTOR AMPLIFIERS, AND CONNECTIONS IN CABINET AS OUTUNED IN THE PLANS
2602-0000090 CLEANOUT OF SILT FENCE AND SPECIFICATIONS SUPPLIED, DELNERED AND INSTALLED.
2602-0000100 ClEANOUT OF SilT FENC~~ - DITCH CHECKS TRAFfiC CONTROL
A. REFER TO lA8ULATION 100-17 ON SHEET C.06. 2. 2528-8445110 TRAFFIC CONTROL
8. REFER TO SHEEr S.01-.S.02 FOR PlACEMENT LOCATIONS A. REFER TO SHEETS J.Ol-J.05 FOR STAGING AND TRAFFIC CONTROL DETAILS.
C. ADDITIONAL QUANTITY HAS BEEN ADDED TO THIS ITEM FOR USE DURING CONSTRUCTION ACTMTlES. PLACEMENT B. INCLUDES ALL REQUIRED TRAFFIC CONTROL SIGNING FOR CONSTRUCTION OF THE PROJECT, INCLUDING
LOCATIONS SHALL BE IN ACCORDANCE TO THE POLLUTION PREVENTION PLAN. ADDITIONAL SIGNAGE THAT MAY NOT BE INCLUDED ON THE TRAFfiC CONTROL PLAN.
C. INCLUDES ALL TRAfFIC CONTROL DEVICES AND EQUIPMENT NECESSARY TO MAINTAIN TRAFFIC IN ACCORDNlCE
SURFACE RESTORATION WfTH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE IOWA DOT STANDARD ROAD PLANS.
23-241 2601-2636043 SEEDING, fERTILIZING &: MULCHING (RURAL MIX) O. COORDINATION, PS NECESSARY, WITH TRAFFlC CONTROL FOR MW DAVIS SUBDIVISION AND NAPLES AVENUE
2601-2642100 STABILIZING CROP - SEED, FERTILIZE, AND MULCHING INTERSECTION IMPROVEMENTS SHALL BE CONSIDERED INCIDENTAL TO THIS fTEM.
I A. REFER TO TABULATION OF EROSION CONTROL 100-11 ON SHEET C.06.
PAVEMENT MARKINGS AND TRAFFIC SIGNING
TRAFFIC SIGNALIZATION 27 2599-9999005 REMOVE AND RELOCATE EXISTING SIGNS
25 2525-0000100 TRAFFIC SIGNALIZATION A. REFER TO TABULATION Of SIGNS ON SHEET C.06.
A. REFER TO SHEETS N.Ol - N.12 fOR TRAFFIC SIGNAL m.TAlLS. B. REFER TO SHEETS K.Ol-K.02 FOR SIGN LOCATIONS.
B. REFER TO PROJECT SPECIFICATION SECTIONS 02890 AND 02891 FOR TRAFFIC SIGNALIZATION. C. INCLUDES REl.OCATlON OF EXISTING US HIGHWAY 218 SOUTHBOUND EXIT RAMP D-1W DELINEATORS.
C. UNIT PRICE INCLUDES; D. THE CONTRACTOR WILL 8E PAID THE CONTRACT UNfT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL
COMPENSATION FOR FURNISHING ALL TOOLS, EOUIPMENT, STORAGE, LABOR AND MATERIALS NECESSARY FOR THE
PVC AND INNERDUCT TRENCHED OR BORED FOR TRAFFIC SIGNALS, fiBER OPTIC INTERCONNECT, AND LIGHTING /!IS REMOVAL AND RELOCATION OF EXISTING SIGNS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. IF DAMAGED ,....,
OUTUNEO IN THE PLANS AND SPECIFICATIONS INCLUDING ALL FITTINGS, COUPLINGS. TRACER WIRE AND PULL ROPE. DURING HANOLfNG, SIGNS REPLACED AT CONTRACTORS' COST. ~O =
=
cr>
VIDEO DETECTION EQUiPMENT FOR STOP BAR AND ADVANCED DETECTION INCLUDING CAMERAS, MONITORS, CABLE, 2. 2524-9275100 WOOD POSTS FOR TYPE A OR B SIGNS, 4 IN. X 4 IN. ::;t
MOUNTING HARDWARE, AND ANY ADDITIONAL EQUIPMENT NECESSARY FOR A FUllY fUNCTIONAL VIDEO DETECTION SYSTEM A. REfER TO TABULATION OF SIGNS ON SHEEr C.06. )>::::1 "'" -n
AS OUTLINED IN THE PlANS AND SPECIFICATIONS SUPPLfED, DELIVERED, AND INSTALLED. :;0
29 2524-9275222 WOOD POSTS FOR TYPE A OR 8 SIGNS, 4 IN. X 6 IN. 0-< - -
.-
JUNCTION BOXES AS SHOWN ON THE PlANS AND OUTLINED IN THE SPECIFICATIONS SUPPLIED, DELIVERED AND INSTALLED. A. REFER TO TABULATION OF SIGNS ON SHEEr C.06. -0 c..:> hl
SIGNAL POLE, LfGHT POLE, AND CONTROLLER CABINET FOOTINGS INCLUDING ALL CONCRETE, STEEL, FORMWQRK CONDUIT 30 2524-9325001 TYPE A SIGNS, SHEEr ALUMINUM ;::!r:;; :P>
ELBOWS, AND GROUND RODS AS OUTLINED IN THE SPECIFICATIONS AND DETAILS SUPPLfED. DELIVERED AND INSTALLED. A. REFER TO TABULATION OF SIGNS ON SHEET C.06. -::D ::;.t 0
B. REFER TO SHEETS K.Ol-K.02 FOR PLACEMENT lOCATIONS. ~;"
C. SIGN SHEEriNG SHALL BE TYPE VII DIAMOND GRADE, <E
UGHTING FOR COMBINATiON SIGNAL POl.ES INCLUDING 120 VOLT, 250 WATT HPS CUTOFF LUMINAIRES, FUSES, Ul
CONNECTORS, WIRING, AND AN'( ADDITIONAL EQUIPMENT NECESSARY FOR OPERATIONAL LIGHTING AS OUTLINED IN THE 31 2527-9263117 PAINTED PAVEMENT MARKINGS (DURABLE) )>
PLANS AND SPECIFICATIONS SUPPLIED, DEUVERED AND INSTALLED. A. REFER TO TABULATION 108-22 ON SHEET C.07. a-.
B. REFER TO DETAILS 9001 AND 9502 ON SHEET B.04.
FIBER OPTIC READY NEMA CONTROLLER, EQUIPMENT, HARDWARE, AND SOnwARE THAT WILL fACILITATE BOTH 2-WIRE C. REFER TO SHEETS K.Ol-K.02 FOR PAVEMENT MARKING LAYOUT
COPPER FSK AND FIBER OPTIC COMMUNICATION WITHIN THE SAME CLOSED LOOP SYSTEM /!IS OUTLINED IN THE PLANS AND D. REFER TO IOWA DOT STANDARD SPECIFlCATIONS SECTION 2527, AND THE CURRENT IOWA DOT GENERAL. STANDARD
SPECIFICATIONS SUPPLIED, DELIVERED AND INSTALLED. SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION.
E. FOR PERMANENT PAVEMENT MARKINGS.
BASE MOUNTED CONTROLLER CABINET, CONFLICT MONITOR, LOAD SWITCHES, POWER TRANSFER RELAYS, AND ALL
AUXILIARY EQUIPMENT NECESSARY FOR A FULLY OPERATIONAL TRAFfiC SIGNAL AS OUTLINED IN THE SPECIFICATIONS 32 2527-9263130 REMOVABLE TAPE MARKINGS
AND DETAILS SUPPLIED, DElNERED AND INSTAllED. A. REFER TO TABULATION 108-22 ON SHEET C.OS.
8. REFER TO SHEETS J.Ol-J.05 FOR TEMPORARY PAVEMENT MARKINGS LAYOUT.
GALVANIZED COMBINATION TRAFFIC SIGNAL POLES WITH ANCHOR BASES AND 15' SINGLE MEMBER LUMINAlRE ARMS C. REMOVAL AND PROPER DISPOSAL OF TAPE MARKINGS IS INCIDENTAL TO THIS ITEM.
WITH .30' LUMINAIRE MOUNTING HEIGHTS PS OUTLINED IN THE SPECIFICATIONS AND DETAILS WILL BE SUPPLIED D. FOR STAGED CONSTRUCTION AND TEMPORARY PAVEMENT MARKINGS.
BY THE CITY AND DELIVERED AND INSTALLED BY THE CONTRACTOR.
33 2527-926.314.3 PAINTED SYMBOLS (DURABLE)
TRAFFIC SIGNAL HEADS WITH RED, YELLOW, AND GREEN lENSES INCLUDING ARROW INDICATIONS AS OUTLINED IN THE A. REfER TO TABULATION 108.29 ON SHEET C.07.
PLANS AND SPECIFICATIONS SUPPLIED, DElNEREO AND INSTALLED. S. REFER TO DETAILS 9002, 9003 AND 9008 ON SHEET B.04.
C. REFER TO SHEETS K.Ol-K.02 FOR PAVDAENT MARKING LAYOUT.
TRAFFIC SIGNAL WIRING INCLUDING SIGNAL CABLE, GROUND WIRE, TRACER WIRE, PULL ROPE, AND POWER SUPPLY , O. REFER TO IOWA DOT STANDARD SPECIFICATIONS SECTION 2527, AND THE CURRENT IOWA DOT GENERAL. STANDARD
CABLE AS OUTLINED IN THE PlANS AND SPECIFICATIONS SUPPLIED, DELIVERED AND INSTALLED. SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION.
E. FOR PERMANENT PAVEMENT MARKINGS.
GAlVANIZED OVERHEAD SIGN POLE WITH ANCHOR BASE AS OUTLINED IN THE SPECIFICATIONS AND DETAILS WILL BE
SUPPLIED BY THE CITY AND DELIVERED AND INSTALLED BY THE CONTRACTOR. 3. 2527-926.3180 PAVEMENT MARKINGS REMOVED
A. REFER TO TABULATION ON SHEET C.08.
SIGN MOUNTING HARDWARE, AND FOOTING INCLUDING ALL CONCRETE, STEEL, AND FORMWORK FOR THE OVERHEAD SIGN
AS OUTLINED IN THE SPECIFICATIONS AND DETAilS SUPPLIED, DELNERED AND INSTALLED. REFER TO SHEET
N.04 FOR OVERHEAD SIGN POLE LOCATION.
.
~
8,
~ PROJECT NO:_050037-JQl ~ Om: I ~ I REVISION DESCRIPTION I ~ .&.lfA1.
i DESIGNED BY: SSOVERS IOWA HWY 11 US HWY 218 RAMP SIGNAUZATlON SHEET NO.
PROJECT CATE: CHECKED BY:
CAD DATE: Januarv 29 2006 9:05:31 c.m. erry OF IOWA CITY ESTIMATE REFERENCE INFORMATION C.03
.e; DRAWN BY: RPLATNER . ng1J1e~l!K hance, Inc.
,; CAD flLE: S:\PR~~037-J01\e(ld\dwa!l\Ct\C\C'S.DWG (SSOVERS) 'aNA CITY, toWA
STORM WATER POLLUTION PREVENTION PLAN I 110-128 I STORM WATER POLLUTION PRFVFNTION PLAN I 110-12B I
All contractors/subcontractors shall conduct their operations in a manner that D. Temporary Structural Practices:
minimizes erosion and prevents sediments from leaving the project. The prime 1. Temporary Sediment Bosins sholl be provided at (I rote of 3.600 cubic feet of
contractor shall be responsible for compliance and implementotion of the Storm storage per acres disturbed over 10 acres. If 3,600 cubic feet per 10 acre
. Water Pollution Prevention Pion (SWPPP) for their entire contract This areo drained is not attainable, (I combination of silt fences, multiple sediment
responsibility sholl be further shored with subcontractors whose work is (I source traps. or equivalent sl!Idiment controls may be lIsed.
of potential pollution as defined in this SWPPP. The contractor will obtain copies 2. Temporary sediment traps moy be used to store sediment for drainage
of any and 011 local and stotl! regulations which ore applicable to storm water areas approximately 2.5 acres in size.
management, erosion control and pollution minimization of the job site and will E. Sequence of Implementing stabilization practices:
comply fully with such regulations. The contractor will comply with all canditions ,. Construct temporary construction exits / entronces and designate staging
of the Iowa Deportment of NatUral Resources Construction General Permit, area.
including to the conditions related to maintaining the SWPPP and evidence of 2. Install perimeter silt fencing and temporary sediMent basins.
compliance with the SWPPP at the job site and allowing regulatory personnel J. Begin clearing and grubbing operations. These operations should only toke
access to the job site and to records in order to determine compliance. Th. plcce in those areas where earthwork is expected to toke place within
State Agency is os follows: Iowa Deportment of Natural Resources, Attn: Joseph 21 days of completion.
D. Griffin, Environmental Protection Division, Wallace $tote Office Building, .. Site grading sholl begin. Contractor will be responsible for temporarily
Des Moines, Iowa 50319, Phone; (515) 281-7017. The local Agency is os stabilizing any area that will not be disturbed for 0 least 21 days no later
follows: City of Iowa City, Deportment of Public Works, 410 E. Washington Street, thon 14 days from the lost canstruction activity.
Iowa City, lawo 52240, Phone (319}J56-5140 5. Instellation of underground utilities. Inlet / Outlet protection at 011 locations
specified in the plan sholl be installed.
1. Site Description .. finalize pavement subgrade preparation.
7. Construct 011 curb and gutter, inlets and manhoies as specified in the plans.
The Storm Woter Pollution Prevention Plan (SWPPP) is for the grading and paving 8. Remove inlet protection aroLlnd 011 inlet and manhole structures and carry
of US Highway 21 B Ramp ond Intersection Improvements at Iowa Highway 1, Iowa out final poving operations.
City, Iowa. Construction Activities include excavation, any finol grading, and .. Prepare final backfill, grading, and seeding operations.
pavement Widening/reconstruction. This SWPPP covers approximately 3 Acres with
on estimated 1.5 Acres being disturbed, 10. Once 011 paving and permanent stabilization of the site is established,
remove sitt fencing and other temporary stabilization measures.
J. Other Controls
The SWPPP is located in on area of two soil associations (fayette, Lodoga).
The estimated overage SCS runoff cunre number for this SWPPP Contractor disposal of unused construction materials and construction material
after completion will be 75. sholl comply with applicable federal, state and local regulations. In the
event of a conflict with other governmental lows, rules and regulations, the
Refer to the Iowa Highway 1 / US Highway 218 Romp Signalization Project more restrictive lows, rules Or regulations sholl apply. During the course of
for locations of typical slopes, ditch grades, and major structural and construction, it is possible that situations will arise where unknown materials
non-structural controls. A copy of these plans will be on file at the project wili be encountered. When such situations arise, they will be handled according ""
engineer's office. Runoff from this work will flow into various storm to 0\\ 'federal, state and local regulations in effect at the time. The following ~O =
, =
sewers, ditches, streams and drainage tile systems into on unnamed tributary is (I list of other control measures that the contractor / subcontractor shall be C"'
of Iowa River. responsible for implementing. :n:
)>:2 ",. -n
:;0
2. Controls A. Off-site vehicle tracking 0 - I
,. The contractor shall provide 0 stabilized construction exit / entrance to ;:;!O c..:>
The Contractor / subcontractor shalt be responsible for implementation and help reduce vehicle tracking of sediments offsite. The poved streets ,~ IT1
management of control measures for the following erosion and storm water adjacent to the construction site sholl be inspected daily and cleaned :D> 0
mGnol}ement control meosures that ore specific to this site. lhis work sholl be os necessary to remove any excess mud, dirt Or rock tracked from the -::0 :n:
done in accordance with the lOOT Stondard Specifications Section 2602. As work site. Dump trucks hauling material from the site sholl be properly ~;" Cf?
progresses additional erosion control items may be required os determined by the covered with a tarpaulin. )> Ul
Engineer or other govemmentolly regulated agencies after field investigation. B. Dust Control <n
1. Contractor sholl frequently water excavated and fill areas during construction.
^- Permanent Stabilization Practices: 2. Grovel will be provided at the temporary entrance / exit areas and st09ing
1. Permanent seeding and planting of 011 unpaved areas by seeding, area.
fertilizing and mulching sholl be completed after final grclding is
complete. Seed shoJI be sown at only those times of year when .. Inspections and t.1aintenance Procedures.
temperature, moisture and climate conditions will promote
germination and plont growth. The contractor is required to maintain <III temporary erosion control measures in
2. Preserve vegetation in areas not needed for construction. proper working order, including cleaning, repairing. Or replacing them throughout
B. Permanent Structurcll Practice: the contract period. The follOWing inspection and maintenance practices will be
1. Outlet protection of storm eewers using rip-rap and engineering fabric. used to maintain erosion and sediment controls ond stobiliZCltion measures.
2. Storm wClter detention facilities to rlltain flows.
J. Storm sewer, curb and gutter to divert storm water. .. All control measures will be inspected ot least once every seven (7) calendar
C. Temporary Stabilization Practices: days and following any storm event of 0.5- Or greoter.
1. The use of silt fence, temporary seeding, mulching, sodding and B. All measures will be maintained in good working order. If 0 repair is necessary,
diversion dikes to help control sediment and erosion. If construction it will be initioted within 24 hours of the report.
activity is not planned to occur in a disturbed area for at least 21 days, C. My built up sediment will be removed from silt fence when it has reached one-
the areas sholl be stabilized by temporary seeding or mulching no later half the hei9ht of the fence.
than 14 days from the last construction activity. D. Silt fences will be inspected for depth of sediment, tears. etc., to see if the fabric
2. Mulching exposed areas. is securely attached to the fence posts, and to see that the fetlCe posts are
J. Slit fence shcll be used for protection of inlets and used os ditch checks securely fastened in the ground.
. along temporary and permanent drainage ditches. E. The sediment bosin, if present will be inspected for depth of sediment, and
.. At areas where runoff con move offsite, silt fence sholl be placed along the built up sediment will be removed when it reaches 50 percent of the design
perimeter of areas to be disturbed prior to beginning grading, excavation copocity or at the end of the job,
., or clearing and grubbing operations. r. Diversion dikes, if present, will be inspected and any breaches will be promptly
~ repaired.
~
? OESIGNED BY: SSOVERS __ No CATE " REVISION DESCRIPTION --, ~ .&.JAu, SHEET NO.
~ PROJECT NO;_~Q9~7-JOl - -~ IOWA HWY 11 US HWY 218 RAMP SIGNALIZATION
PROJECT DATE: CHECKED B'f - -- CITY OF IOWA CITY POLLUTION PREVENTlON PlAN C.04
CAD DATE; Jonuorv 29 2006 9:05:.JJ__~~ DRAWN B'f:_-BJ>_LATNER -
~ nlill1e~~!I:!K lanCe, Inc.
! CAD fiLE; S:\PROJ\OSOO37-JD1\cod\cl:!'!.9.UCt\C\c's.nWG (SSOill!?1-..- ~ --~ OWA CrTY, 'OWA
I 1"0-129 II I 110-1?R I I r I
STORM WATER POLLUTION PREVENTION PLAN CTr\DU IA/^Tr:-rJ nr\1 I IITlrH,r nl""\.../r-.'.....~. , PLAN . l STORM WATER POLLUTION PREVENTION PLAN I 110-128 I
-"'-'I\IV' ..nll-I\ I VLL.UIIVI'l r"t..vc...I\lIIUI\l
G. remp<Jrary cnd permanent seeding and planting will be inspected for bore b. Steps w\\l be token by the contractor to eliminote ,. Spill of toxic or hazardous materiel will be reported to the appropriate
spots, washouts. and healthy growth. contominate$ from storage tanks from entering state or local governmental agency and to the proj'ect manager and
. H. A maintenance inspection report will be mode ofter eoch inspection and ground soil. Any petroleum storage tanks kept engineer, regardless of the site of the spill. Spills of amounts that
recorded on the inspection form provided by the engineer. onsite will be located with on impervious surface exceed reportable quantities of certain substances specifically mentioned
r. The contractor will be responsible for seleding 0 -qualified- inspector to between the tank and the g'round. in federal regulotions must be immediately reported to the EPA National
conduct the inspediana. -Qualified- is defined os 0 person knowledgeable 2. Fertilizers Response Center (1-BOQ-424-.BB02 or 1-201-426-2675). The job site
in the principles and pn:lctices of erosion and sediment controls wno p,osse.sses ,. Fertilizers sholl be applied in minimal amounts as superintendent will be- responsible for contacting the EPA and ony otner
the skills to assess conditions at the construction site thot could impoct storm recommended by the manufacture. It sholl be governmental agencies.
water quality and to assess tne effectiveness of any sediment and erasion worked into the soil Oll to minimize the contact with d. If tne spill exceeds 0 reportable quontity, the SWPPP must be modified
control measures selected to control the quality of storm water discharges storm water discharge. within 14 days after the spill and a written description of tne events must
from the construction activity. 3. Points, Pcint Solllents and Cleaning Solvents be included. The modification snail include: a description of the release;
,. Excess points and solvents sholl not be discharged the dote of the release; on explanation of why the spill happened; 0
5. Materials Management Plan into the storm sewer system. Tne contractor sholl description of procedure to prevent future spills and / or releases from
refer to the manufacture's instructions C1nd federal hoppening; and 0 description of response procedures should 0 spill or
Site sources of pollution generated as 0 result of thill work related to silts regu10tions on the praper disposal techniques. releose occur again.
and sediment which may be transported os 0 result of 0 storm event. .. Concrete Wastes .. The site superintendent will be responsible for the day-to-day site
However, this SWPPP provides conveyance for other (non-project ,. Concrete Trucks will be allowed to washout or operations and will be tne spill prevention cleanup coordinator. He or sne
related) operations. These other operotions have storm water runoff, the discnorge excess concrete in specifically designated will designate at least three other site personnel wno will receive spill
regulo\ion 0'1 which is beyond the control of thiS SWPPP. areas which hove been prepared to minimize contact prevention and cleanup training. These individuals will each become
between the concrete and storm water discnarge from responsible for a particular phose of prevention and cleanup. The names
"- The following is 0 list of materials or substances expected to be thesite. of these individuals wHl be posted in tne material storage area and in the
present onsite during construction. b. The hardened product from the concrete washout office trailer.
1. Concrete 12. Plaster areas will be disposed of os other non-hazardous
2. Detergents 13. Asphalt waste materials or may be bro\<.en up and used on the 6. Non-Storm Discharges
3. Paints 14. Arltifreeze Coolant site for other appropriate uses.
.. Toc 15. GaSOline/Diesel Fuels/Kerosene 5. Solid and Construction Wastes The following is a list of non-storm water discharges aHowed by the Iowa
5. Soil Stabilization Additives 16. Hydraulic Oil/fluids ,. All trash and construction debris sholl be deposited Deportment of Natural Resources and may occur at the job site under the condition
6. Fertilizers 17. Glue Adhesive into a dumpster that will be emptied os necessary. that no pollutants will be allowed to come into contact with the water prior to or
7. Petroleum Based Additives 18. Curing Compounds No construction waste materials will be buried on after its discharged from the site.
B. Cleaning Solvents 19. Waste from construction site. The dumpsters must be put in 0 location wnere "- Water from the fire fighting activities and fire hydrant flushings.
9. Wood Preservatives equipment washing the contact with storm water discharge is minimized. B. Water used to clean vehicles
10. Solids and Construction Wastes 6. Sanitary Wastes c. Potable water sources including water main flusnings, irrigation droinage and
11. Pesticides ,. A portable restroom facility shall be located onsite at routine building wash downs excluding detergents.
011 times unless on approved equal is allowed. D. Air conditioning Condensation.
B. Material Management Practices: Tne following is 0 list of material Wastes shoJi be collected and disposed of in E. Spring'l.
. management practices that will be used onsite to minimtze. the risk o.~ complete compliance with local, state and federal F. Foundation or footing drains where flows hove not been exposed to solvents.
spills or other occidental ellposure of moterials and substances to reguiotions. This facility sholl be located in on area G. Pavement wasn waters where spill or leaks af hazardous material has not
storm water runoff. where contact with storm water discharge is minimal. occurred.
1. Good Housekeeping. 7. Rural Agricultural Activities
,. An effort will be mode to store onsite only enough ,. RunoH from agricultural lend use con potentially 7. NPDES Permit
products required to complete the job. contain chemical!! including herbicides, pesticides, The contractor snoll be responsible for maintaining the NPDES Permit
b. ,All materials stored onsite will be kept. in a nect, orderly fungicides and fertilizers. during construction contract. The Contractor sholl provide the following:
manner and in their appropriate containers. If possible,
products shall be kept under 0 rocf ar other enclosure. D. Spill Prevention and Response Procedures: The contractor il responsible for "- The implementation, administration. and manitoring of the initial plan.
o. Material!! will be kept in their original containers with the original training all personnel in the proper handling and cleanup of spilled materials. 8. l.4aking modifications to the plan os needed.
manufacture's label. No spilled hazardous moterials or wastes will be allowed to come into contact C. Compliance witn all NPDES or storm weter discharge statutes, rules, r~ulations.
d. Substances will not be mixed with one another unless recommended by with storm water discharges. If contact does o.ccur, tile storm water discharge or ordinances applicable to the site.
the manufacture. will be contained onsite until appropriate measures in campliance with 011
.. Whenever possible, 011 of 0 product will be used up. federal, state, and local regulations ore followed to dispose of the hazardous ,...,
before disposing of the container substance. Tne following practices will be foUowed for spill prevention and ~O =
=
f. Manufaelure's recommendations for proper use and cleanup. ""
disposal will be followed. :K
,. The job site superintendent will be responsible for doily inspections to 1. In addition to the good !\Gusekeeping end material management pra.::tices )>- ". -n
ensure proper use and disposal of materials. discussed in the previous sections of this plan, the following practices will ::;:l :;0
-
2. Hazardous Products be done to minimize the potential for hazardous material spills and to C) " - I
c..:>
,. Products will be kept in their original containers with the reduce the risk of tne spill coming in contod with storm water. ~O iT!
original manufacture's label. ,. Manufacture's recommended Methods for spill cleanup will be clearly -F;; ,.,.
b. The original labels and material safety data will be kept for posted and site personnel will be trained regarding these procCldures -::D 3: 0
each of the materials os the contoin important product and the location of the information and cleanup supplies. ~;" en
information. b. Materials and Equipment necessary for spill control, containment and ..
,. Disposal of any excess product will be done in a manner that cleanup will be provided on site in 0 material storage area. Equipment );> U1
follows all manufacture's, federal, local, and state and materials will include but not be limited to brooms, dust pons, (T\
recommended methods for proper disposal. mops, rags, gloves, goggles, kitty litter, sand, sawdust, and plastic and
metal trosh containers.
G. Product Specific Practices: The ~ollowl"9 is a list of pot.ent\o\ sources
of pollution and specific practices to reduce pollutants dischorges from 2. In the event of a spill the following procedures will be followed:
materials or sources expected to be prellent onsite during construction. ,. All spills will be cleaned up immediately after discovery.
. b. The spill area will be kept well ventilated and personnel will weor
1. Petroleum Storage Tonks appropriate protective clothing to prevent injury from contact witn the
,. All onsite vehicles sholl be inspected and monitored hazardous substance.
for leaks one reco'lve preventative maintenance to
~ reduce the chance of leakage.
8
,
~ PROJECT NO: 050037-JOl DESIGNED BY; SSOVERS ~I REVISION DESCRIPTION I ~ .&.1T AU' IOWA HWY 11 US HWY 218 RAMP SlGNAUZATlON SHEET NO.
~ PROJECT OATE:_ CHECKED BY: CITY OF IOWA CITY POLLUTlON PREVENTION PLAN C.OS
~ CAD DAn:: Jonuorv 29 2006 9:05:31 c.m. DAAWN BY; RPlATNER Enlitne~I]K lanCe, Inc.
CAD FILE: S:\PRo.J\050037-J01\cad\dwas\Ct\C\C'S.DWG (SSOVERS) OWA CITY, OWA
---.- ----
-
II I 100_11 ill I '"
TABULATiON OF EROSiON CONTROL iJEIAIL::i 110-27-981 REMOVALS AS PER PLAN [ oo~~~o51
Location Special Ditch Control !
. Over- Location Description Remarks
Seeding Seeding Crown- Seedin~
end and Mulching Wood Sod Vetch s.t:ecio Ditch Mowing
Station to Station Fertilizing Fertilizing Excelsior Mot Seeding reos Reshaping 78+85, 119' IT LIGHT POLE &: HANDHOLE SALVAGE AND REUSE LIGHT POLE FOR TRAme SIGNAllZATlON
(Acres) (Acres) (Acres) (Squares) (Squares) (Acres) (Acres) (Station) (Acres) 78+99, 153' LT ABANDONED SANITARY FORCE MAIN MANHOLE PLUG EXISTING fORCE MAIN E!lI:!~B ~IDE OF MANHOLE
--
1566+90 1568+00 Ln 0.15 0.15
1566+00 1571 +65 'LT\ 0.59 _257 79+07, 42' LT YIELD SIGN SALVAGE SIGN
77+00 79+'6 Ln- 0.15 0.15 -. -- --
80+58 'RT\ - -
7~+65 0.09 40 - - 80+24 28' RT LIGHT POLE "" HANOl-\ql.E_..___._
79+97 82+00 LT' 0,12 0.12 -~--
3566+50 3567+70~ 0,06 0.06 156"7+83, 38' RT SlOP SIGN SALVAGE SIGN
3566+60 3567+45 RT 0.03 0.03 - ""-~ ""-
-- - -- 1567+83, 17' LT -~~- STOP SIGN SALVAGE SIGN --
TOTALS 1.19 0.51 297 ------
~ 1575+00, 24' LT STOP AHEAD SALVAGE SIGN
REMOVAL OF PAVEMENT I 110-1
104-19-05 ,....,
Refer to Tabulation 102 5 _Not a Bid Item ~O =
=
"'"
Pavement Area Saw Cut- Intok~' and :It
Station to Station Two (So. Yds.) rUn. Ft.\ Utillt~N~~)cesses Remarks )>- "'" 11
No. O~ ::0
1566+ 79.8 1568+07.5 f.--~PCC ~~1 195 US HWY 218 S8 EXIT RAMP - I
- - - -10 W
1--- ------ m
79+27.0 81+10.0 pee 492 2BO - IOWA HWY 1~ROSS-OVER -~-- .:-< I :c>
[Tl 0
-_._- ----.------- -:IJ ::!::
___ _~~Z:t:4:?3 3567+67.2 pee 33 54 US HWY 218__~B ENTRANCE RAMP ~7'
---------- C?
-".~ ._~. ------
-~ -- -- )> c..n
en
----~-------- ----
TOTAL 656
SUMMARY OF MATERIALS FOR SIGNS I EAI-2 TABULATION OF SILT FENCES I 100-17
r MODlnEO 111-10-83
Size Sign Area Wood Posts Wood Posts No. location lengJh Remarks
Rood location Station Offset Code No. Sign Messege IN Sf .. IN. x 4 IN. 4 IN. x 6 IN. REMARKS Station to Station Side (Un.,!.)
If If 1 1567+02.00, 11.!!~ 1568+02.00, 19.0 LT 146
EXIT RAMP 1567+82 30.6' LT R6-3A DIVIDED HIGHWAY 30X24 5 --- 16 .-- 2 1567+20.00, _2Q.0~ ~~7+35.00, 114.0 LT 20 DITCH CHECK
R5-1 DO NOT ENTER ----,-- RELOCATE EXISTING , 1567+55.00, 64:.,2 b-15~7+68.00, 80.0 LT 20 DITCH CHECK
R6-1R ONE WAY - RELOCATE EXI~TING . 1568+ 14.00, 73.4 _!.~68+'5.00, 53.4 LT 20 DITCH CHECK
~. R6-1L ONE WAY RELOCATE EXISTING , 1568+15.00, 53.4 1570+:3~.00, 18.0 LT 226
-
---~~-'!_~~-~- 1558+50 20' LT D-1W DELINEATOR RELOCATE EXISTING , 1568+64.00, 83.9 1568+64.00, 63.9 LT 20 DITCH CHECK
__.__~I_~P 1559+50 20' LT _D 1.W DELINEATOR - RELOCATE EXISTING 7 1569+14.00, 91.1 1569+1.4.00,_ 71.1 LT 20 DITCH CHECK
-
_~ EXIT __RAMP ___ 1570+50 ,20'_ LT D lW DELINEATOR RELOCATE EXISTING . 1569+14.00, 71.1 1571+55.00, 26.7 LT 267
__ EXIT RAMP 1570+96 f.--27' .LL .-- 1--- IOWA CITY IKALONA 32 "" REMOVE AND REINSTALL EXISTING .-'- --.!.569+28.00, 89.1 1571+53.00, 73.0 LT 227
------
EXIT RAMP 157Lt40 _ 1-----!4:___~ _ _ D-1W___ DELINEATOR RELOCATE EXISTING ~- 78+ 70.00, 22.1 78+70.00, 63.4 LT 41 1----_.
- -
__~.I:L~_ e-. 1571+70. _ __ i------_2O'__'=I- __._._W31- ~..- ____. ~IGNAL AHEAD 36X36 9 16 11 80+60.00, 32.0 80+60.00, 50.0 LT _J~._ ._--
1-. EXII RAMP 1571+75L,_~_ ~~.5' RT __ W3 3 SIGNAL AHEAD 36X~~+-_ 9 16 -". ~79+92:..ClQ.!..-_~~.8 80+64.00, 39.6 RT 72 _._ -.-----.--
.-
IOWA HWY 1 75+50 35' RT W3:..3_ 1-- SIGNAL AHEAD 16 RELOCATE EXISTING ~ ~.9_+ 11.00, 75,.0 80+71.00, 61.,!i RT .2 __
-~~--
IOWA HWY 1 75~+50 28' LT ~3 3 SIGNAL AHEAD 16 RELOCATE EXISTING
--
IOWA HWY 1 78+40 124' LT W9 2R LAt.!E ENDS MERGE RIGHT 16 RELOCATE EXISTING ----- e--
-
IOWA HWY 1 ~8+92.5 43.9' LT R6 1L ONE WAY RELOCATE EXISTING TO SIGNAL POLE -.
-
IOWA HWY 1 8"0+17.6 37' RT R6 1L ONE WAY RELOCATE EXISTING TO SIGNAL POLE
IOWA HWY 1 80+10 47' LT R6 lR 1--- - ~ QNE WAY 36X12 3 12
IOWA HWY 1 BO:l:i~_ 38' RT ~3-1 1--. NORTH 3B REMOVE AND REINSTALL EXISTING
--.~---- --~~ I----~- M4 1 HIGHWAY 218 REMOVE AND REINSTALL EXISTING
I- 1.15-1 LEFT ARROW REMOVE AND REINSTALL EXISTING
M1-5 HIGHWAY 27 REMOVE AND ~EINSTALL EXISTING
M3 1 NORTH REMOVE AND RE1!'lSTALL EXISTING
. "' 5 HIGHWAY 1 . REMOVE AND REINSTALL EXISTING
..
M' 3 STRAIGHT ARROW REMOVE AND REINSTALL EXISTING
'- -
- --
. -- t-.
~ - - - -
8, TOTALS 26 12. 52
~ PROJECT NO: 050037 J01 DESIGNED BY: SSOI/ERS ~ REVISION OESCRIPTlON J ] ti~gi~! Alliance, Inc. SHEET NO.
~ IOWA HWY 11 us HWY 218 RAMP S1GNALlZAllON
PROJECT DATE: CHECKEO BY: CITY OF IOWA CITY ESTIMATED PROJECT OUANlTTlES C.06
CAD OATE: Janli.Q[L29 2006 9:05:31 o.m ORAWN BY: RPLATNER
i CAD f1LE:~PROJ\050037-J01\O:::i:ld\dwci!l\Ct\C\C'S.DWG (SSOVERS) 'OWA erN, OWA
TABULATION OF LONGITUDINAL SUBDRAIN I 1n.d._C1 I
C;Hnlll ni=-R 6~ln RM'k'<::1 "DC' I 04~20~041
(D Refer to RL 1~ or KL 1~ -. . - - R;t'~~ 'to' s~i1s She';t~ ''-' ,-,--" .... . Not a Sid Item
Location Longitudmal Subdroin (RF 1ge) CMP Subdrain Outlet
Road Depth Shoulder Bockslope Bridge Berm F 19C, RF 19E. or RF 2 Porous * Class "A" .
line or Backfill Crushed Remarks
Station to Station Side @ Size Length Size Length Size Length Size Stone
No. Lone Type Station Type
Ident. Inches Feet Inches (Feet Inches TFee\1 Inches Cu. Yds. Cu. Yds.)
so 1 RA"P 1566+84 1569+ 1,0 LT 36 4 286 PLUG AT STA. 1566+82.0
1569+10 6 RF 19E
SO 2 RA"P 1569+10 1571+90 L1 3. 4 303 1569+10 . RF-19E
RF 19E - ~-
1571+90 6 --
m - - - ~ - --
-- f--- -~
~- ~- t--
TABULATION OF PAVEMENT MARKINGS (DURABLE) ~~ 108-2~-1
10-19-04
CD Broken Center line (Yellow) G) No Passing Zone line (Yellow) o Edge line Right (White) @ Dotted Line (\\hite) @ Channelizing line ('M\\te) @ StO\> Lin. (\\hit.) @ Yellow Curb @ Y,dd Line (\\hile)
G) Double Center Line (Vellow) @ Broken Lone line (~ite) @ Edge Line Left (Yellow) @ Solid Lane line ('White) @ Channelizing Line (Vellow) @ Crosswolk line (Yrhite) @\\hit.Cur!> @ Double Dotted Line (Yeltow)
Location lenQth (tn Stations)
Rood Station to Station Side CD CD CD (0 0) (0 CD @ G @ @) @ 8 @ ~ @ @ @) Remarks
Identificotion L R
IOWA HWY 1.. 77+00 79+16 X -~ 2.16 -- -. E8 IOWA HWY 1
- -
~_AI--!WY 1 77+00 - 79+90 X 2.00 WB IOWA HWY 1
IOWA HWY 1 77+00 - 79+16 - 2.16 - EB IOWA HWY 1
IOWA HWY 1 77+00 - 79+00 X 2.00 I-~ WB IOWA HWY 1
IOWA HWY 1 79+16 X X - -. ._- 0.24 - ~ EB IOWA HWY 1
-
IOWA HWY 1 79+88 - 82+00 X - 2.25 - -- EB IOWA HWY 1 --
IOWA HWY 1 79+8.8 -- 81+53 X 1.70 -~ WB IOWA HWY 1
IOWA HWY 1 79+95 X - OA2 -- we IOWA HWY 1
IOWA HWY 1 79+95 80+ 23 X -- ~'?~ ~~- -- we IOWA HWY 1
IOWA Hv!y 1 79+95 83+,QO X 3.05 we IOWA HWY 1
IOWA HWY 1 ___~o+~o - B2+10 -- f-_1.7O -- -~-~ -- EB IOWA HWY 1 --
~IT_~P 1566+91.6 -.1567+69 ~ 1.26 -- -~ CROSS OVER --
- -
EXIT RAMP 1566+80 - 1S7!+90 X 5.54 US HWY 218 S8 EXIT RAMP
- -
EXIT RAMP 1567+69 X X 0.45 US HWY 218 S8 EXIT RAMP __
--
EXIT ~MP 1567+69 - 1570+70 - -~~ -- -- US HWY 218 S8 EXIT RAMP
EXIT RAM P 1567+69 1570+00 X 2.31 ~- US H~ 218 S8 EXIT RAMP
ENTRANCE RAMP 3566+85.?9 - 3567+61.40 X - 0.77 -- r--- us HWY 218 SB ENTRANCE RAMP
ENTRANCE RAMP 3566+85.20 - 78+4~~30 X 1.48 US HWY 216 S8 ENTRANCE RAMP
- -
- 8.91 7.02 8.88 1.26 5.60 - -~ .-
LENGTH TOTAL~_ -~ 1.11 ~- -~
OUANTlTY fACTORS 0.25 2.00 1.00 0.25 1.00 1.00 0.33 1.00 2.00 2.00 6.00 1.50
TOTALS 2.23 7.02 8.88 0.42 5.60 6.66
TABULATION OF PAVEMENT MARKING SYMBOLS (DURABLE) 101-~-O61
~ r+ X !
ROAO LOCATION ~ 4 V - - ..-... - -> ~m~ ~~t~~ ~~lf ~t~~~l ll~~ C ....,
~. - _- REMA~
IDENTIFICATION o <T'
STATION SIDE II ~q ~ ...,...
IOWA H~ 1 80+20 LT 1 -<: -
- ~
- - l j ,.,
EXIT RAMP 1567+94 LT/RT 1 1 1 - -....- -~ ,~
-~ .. <r==---- :p> -
EXIT RAMP 1568+31.50 LT/RT 1 1------ -- -- 2 ....
~
~- "- I--- - '-<^ r;>
EXIT RAMP 1568+69 LT /RT 1 1 1 --j-- -- j-- Z
. ..P "'-
-
EXIT RAMP 1569+32 RT 1 -- j--
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~~ RAMP 1569+69.50 RT - 1
" -
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~ EXIT RAMP 1570+07 RT 1
8,
~ ~ REVISION DESCRIPTION I ] ~~g~ll6!~ Alliance, Inc. SHEf.:T NO.
i PROJECT NO:_~037-J01 OESIGNED BY: SSOVERS IOWA HWY 11 US HWY 218 RAMP SIGNALIZATION
PROJECT OATE;_ CHECKED BY; CITY OF IOWA CITY ESTIMATED PRo.JECT OUANTlTlES C.O?
.. CAD DATE: JOr:!!.lJ!..!l:.....Z.!!. 2006 9:05:31 o.m. DRAWN 6'1: RPlATNER
i CAD flLE: &\PROJ\05P037-J01\eod\dwo'\Ct\C\C's.[)WG (SSOVERS) K:JWA CITY. OWA
I I
TABULATION OF TEMPORARY PAVEMENT MARKINGS (TAPE) ~
.
01-23-06
<D Broken Cer.ter Line (Yellow) @ No-Passing Zone tine (Yellow) CD Edge Line Right ('M1ite) @ Dotted Une (VIllHe) @ Chcnnelizingline ('Mlite) @ Stop Line ('Mlite) @ Yellow Curb @ Yield Une (VIllile)
CD Double Center line (Yellow) @ Broken Lone line (Wnite) @ Edge line Left (Yetlow) @ Solid lane Line (White) @ Channelizing line (Yellow) @ Crosswalk Line (Yhlite) @VIlliteCurb @ Double Dotted line (Yellow)
Location Length (In Stations)
Road Side CD 0 CD CD CD (8) CD @ G @ @ @ @ @ @l @ @ @ , Remarks
Identification Station to Station l R
IOWA HWY 1 78+90 x 0.12 , E8 IOWA HWY 1 PHASE 2, STAGES t ,2
IOWA HWY 1 80+20 X - 0.24 WB IOWA HWY 1 PHASE 2, STAGES 1,2
, 1.33 WB IOWA HWY 1 PHASE 2, STAGES__1.d..
IOWA HWY 1 aqj-20 - 81+53 X
~_ EXIT RAMP 1567+41i ~ 1568+07 X 0.51 - PHASE 2 STAGE 2
,,- r---- -
EXIT RAMP 1567+54 - 1568+05 X 0.51 PH~E 2, STAGE 2
'-- - ..- -
- 0.12 -- EB IOWA HW( 1 PHASE .~, STAC"El
--lgWA HWY 1 78+99 X , .... , -.. -, - - -
- .. - PHASE 3, STAGEl
--19~A HWY 1 80....20 X , 0.12 we IOW~ HWY 1
.. , , --
~lT _RAMP 1567+58 - 1570+00 X 2.42 - -- PHASE 3, STAGE 1
.. -
lENGTH TOTN.$ 0.51 4.36 0.60 - --
-- QlJANTIT'f f J>.CTORS 0.25 2.00 1.00 0.25 1.00 1.00 0.33 1.00 2.00 2.00 6.00 1.50
TOTAlS 0.51 4.J6 3.60
TABULATION OF PAVEMENT MARKINGS REMOVED ~
01-2.3-06
CD Broken Center line (Yellow) @ No-Passing Zone line (Yellow) (j) Edge Une Right (VIllile) @ Dotted Une (VIllile) @ Channelizing Line (White) @ Slop Une (VIllil,) @ Ycllow Curb @ Yield line (White)
CD Double Center line (Yellow) @ Broken lane line (White) @ Edge line Left (Yellow) @ Solid lane line (White) @ Channelizing Line (Yellow) @ Crosswalk line (White) @VIllileCurb @ Double Dotted line (Yellow)
location length (In Stations)
Rood Side CD 0 0) CD CD (8) CD @ G @ @ @ @ @ @l @ @ @ Remarks
Identification Station to Station L R
IOWA HWY 1 79+85 82+95 X 3.10 we IOWA HWY 1 PHASE 2, S~AGES 1,2
__ENT. RAMP 3566+85 3567+47 X - 0.6.3 -. ' US 21 ~ ENT. RAMP PHASE .3, STAGE_~
~xli~ RAMP -
1567+58 1570+00 X 2.42 - US 218 EXIT RAMP PHASE 3, STA.9E___~
"-
-,,, "2A2 "- , -- -,
LENGTH TOTALS 3.1 o~ 0.63
~- -- -- -- --' -
aUA/IITITY FACTORS 0.25 2.00 1.00 0.25 1.00 1.00 0..33 1.00 2.00 2.00 6.00 1.50
TOTALS 0,78 0.6.3 2.42 .....,
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~ PROJECT NO: 050037-JOl OESlGNED BY: SSOVERS ~ REVISION DESCRiPTlON I ~~gAI Alliance, Inc. IOWA HWY 11 US HWY 218 RAMP SIGNALIZATION SHEET NO.
~ PROJECT OIlTI:::___._ CHECKED BY: CITY OF IOWA CITY ESTlMA TED PROJECT OUANTlTIES c.oa
.. CAD DATE: Janu~9 2006 9:05:3\ a.m. DRAWN BY: RPLATNER I
i CAD FILE: S:\PROJ\0500J7-J01\eod\dWO"\Ct\C\C'S.DWG (SSOVERS) 'tOWA CITY, 'OWA
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~'PROPOSED \ TSTOPSIGN ,/ /" / /- ~_~___ __~'_____~~...,"-_~__~ _ _~~_ ~>..-___~"__-:;;___ ___
\ -' '\ '/,/ ---. --- ~ ,..,-' ~ ~.. "" ---- -
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SIGNAl... \ ___ ____~----- ___------ _ ___---=-_ __---------_______----::~__-- _-"~------ ____~__---- ..._------- ______ _---------- .-----_-::-- ~_ _______----- _________~
\ ~ I" / -------.. __ -- ::::::-----::::_______ ______ _ --- _ -- ~ __ ___ __ __ ___ .__ _______ ~ __ __ ___--
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'I \ \ / / ~,/ ~----//--.-------------- -----::::.-----=----...____~-:::.:~-..'---: ___..:::::.-'_' --------==-, --:-::-/ ..__-:::.'__ ,/ :=-/-------:...._____" ?___---;.___
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~ PROJECT NO, 05003HOl DESIGNED B"Y, SSOVERS~ ',,",SON DESCROP110N J ~ A IT IOWA HWY 1/ US HWY 218 RAMP StGNAUZAllON u.s, f-IGHWAY 218 SOUTH BOUNJ EXIT RAMP SHEET NO.
E PROJECT DATE: CHECKED BY:----:~ .D \. II CITY OF lOW C PLAN
. """ "TEl JO'"ON 2B 200B ""," '.m. DRAWN B"Y, 'PlATNER Engmeermg Alliance Inc A flY 0.01
~ CNJ flLE;_S:\PROJ\050037-J01\ccd\dwas\Ct\D\OO1.DWG (RPLATNER)........ :L:::I:._ _ ,. r:JWA CITY, OWA
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__..___.______--(,,";, ' \ ! \ \ \, 7 _____________ ----~___.......--.. ---.-..-----..
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.:=:-:----~--- __ --765 ----~::== __=
770 -------- ---. -~ ~-'
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51A. n+ao.co ---.-- -~-,- ------:~,------_.,-
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SEE: ON- SHEET FOR
TRAFflC""-SIGNAl IMPROI/EMENTS.
/
...........,................... . .. .. .........~~. .. ... .. .... . END " :~ :~;~~~ _ -"/~~~=-;~~--- ::-=
GRADING UMITS ~- - ,--~ -- - ~
_____ ___ :_________ r~ 770" '- ~~- CP1J2
.. REFER TO SHEET 8.03 j \ \ '.::: -.. \ ": ':::.:" . ..... ..... ... .. ... . .., . .......... ." .......... <' "f~
FOR SIGNAl POLE BASE----r .J ~ .' ... ..... .............. ~ \,~
GRAD'NO....~ '.......-- -". "-
~~ .._ -~,AlL, ,- ------ /-' "-~
17+00 ~~--- LL________- .': : ------.... , -~ GRAOtNGU~1TS ~
... . ....... .. . ....... ...................... "",,=7VXlllL---77 . 00+00 .!I 1I'/.oo '
.,.....> ." " ~...:............ ......;.1.................... .................................. : ..... ..... -.. ...1.J...... .... ......1....;.. .........___.............._...+u...........................;..._.....:"~ ..;-..........~:~----..~_ "'r'-~~_:~-.-----
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_ -'T- __ _ -+- _ _ ~'-_ _ _ _I- _ _ ~ I HIGHWAY 1 (EAST BOUND)
~- -lL' -~----+-----I--- +----
..- STA. 77+00.00 i 'REFER TO SHEET B 03 PROPOSED I-+---
BEGIN ~~ HIM SHOULDER !.. .' .... fOR SIGNAl POLE sAsE ~ TRAFFIC SIGNAl I' ST"" 82+00.00
......- ", _.. __ __GRAD]NG_DETAJL~ _ __ f;lEMOVE __ _ END 8" HMA SHOULDER
II' ". I{;UGHTPOLE REMOVE AND----- -------,-,---- -,-----------
______- -I ~c'_____';_,~:-'-- _____ __ AND BASE REI~STAll SIGN
J:-::--==-=--=-~=--=--------=-~-===-------- - -- - - - -1-' - - -;7~-- ~:..~.-.==:.-:-.-.:-..;-;":7 ""~, =-=--= - - - ~ - - -==-==~t--=--~-~ _~c~=~~_=__~ - - --=-...,;;==----:-'~-:::-~---=::::::.-.:::::::
~___ -=-_ -- --fr.~^~~6,l.l.--~_==_------, _'_ ..~.> ". "'" _______~ ~:_ ~,?, 9 -.-::.,.~=--i~-=-,_~,____''"__=====-~~~~~~=- ---=- -~--.~~
-~ ~BEGIN, ~o HMA SHOULDER -----..~ ---..__ . i..... _____--- __________---.f>----:~ _,,_,_,______-- STA.82.50_TO-STA.75+SO -- -~-~:~,---
__________-~-- --~-- "-----._____~ --_________ ~- -~' . j t.:.... ___--- ____,--------------~ -~ --------------~-~-'--------~----=--"_.-.~--------=
_________- pOT~. 7Q+0000 (HIGHWAY 1) ____ __ '. " 1 t.. ~___ .~ _: 765. . --..-~.---~'--~,---
--__- POT Sf... 1566+29.91 (HW< '" "'IT RAIlP) ____:::'\ \....~ . i i '1':--' --.---- 7/..----------~--~ -~~------.--"---==-=--~--.=:....
.------..,-- --:t\ \\.....: "~' i : i I.......;..~:::;::::;:,:- -=~ ~-- --=::--=--=---===-=-~:=--=-=~ ~~r-8=;'~
~ ~OT~" 7g+7Q3S(;;I~HW"Y 1) ----, \ . ~ I 1 J 1 ! r:\c //, 760 _____ -----::::=:=-::...-~-:----3>--~~-...=__=.'-
~ ~-----7-----~ POT5TA.3S67+7~<HW'('l1l!EmAANC[lWAP} '" \ \\\"''\\ ~ \ I r I! !' r---- ~RAOING ::----l!-----=-.:=~--- -::::==--------~
'i' .// --~((JGl)~--__~ ------- '" \ \,,",\\. ell:! I f I I! f i _~~,,,/',; ------'__~____-~,--~----'-~---"-- ~-~-~-------- # ___,,~----r-
~ ;;::-_ _________. ~--- GRADING U~rTS , \ : :\ tp \ if!! f f f i --;;:;//"'" /<1'~----:=:'--- ..~----- _,,----,..,----;;:n:5,__W--------i---
~ -----iOJ;t\___. -------'-......-.((J"r) \ \ \ \:\ " f i i i I I ! ./"/ ~ ",,"-r- 755 ------------------- ------..---:;;.:r::= -------._~
c -:::::::€' ~ ". --- _ \ \ \ :' :1 i I! ! i I! ,-.-- ,/" /^: _ ," ____-.--- ____~--~' _~-;:....-~:::>____---.__LJ I
~ ~ ~ ----\')'i~I___ \ \ \ ~\ .' :\ : '! I i j {f !! ,,,,,,,,-- ./',,, . I .____---..----.""-"--~.~- _''-'------''-- _--.-,------------- _____l~..--t'-- 1
f2 _=--_-==--. \ \ .\;' \ \ 1 i;;; !!! /'/ :.-1,.---- --------------- -------------'-'- --,-----~---
~ ______- ______________ _~~~ '---~ Veil ___ _~ _ \ \ \ ;' \ ~ \ \ \ \ I ( ! / ! j j ( /",1 L/_,,___-_~-- _------:,-,;.5:-----co-----
x ________ _-_ ,...--1,~=~~ ----~--,-\..\lZ'~ ,l;-'-'-~'n ++(--++/.,".-;.--~4t" _-~--._-.-..-.-..-==-----,. .----=-~(C''')-..-.----
~ /~'-,_~______---- -___________ ~ I "" l~ __ ~ _ ;>TA. ~6 +8520 \ ~'--.::.\ -\ .\ i \ \ \! i \ I f, !'! /,....-/ ,,>--:..,-"-----------. _~_---.------.----):> U1
S ~'" ___----~ --1 ~ ~'" ~ ~NO iG H\AAS\R\~f'~\ '.~- --~Q'~:)~'~, "-'~i- \'c~.f;.:.!--f--j - i/(--.~,'- A~'(')j-\t\ "- 1 ;6';>;}_;@:-_"-:::::::::::::::"\1l>IEi---. ,_,'~"":::~----'-~t Cl"\_
'l- "-........:.:.::.b~ ________------- ----_ i'\ ~ "'------L-------.......... \ " ~\ \ \ \ \ !, " i I r [ / / / I/~ ---------~-- ----~
. ..c~_ ______, , ' ~, . " ' , , I I ,(, --- -
""" ________J ,",' \ ' , , ! , I' i I. ----'.-----7 .
. '0-. ~----------__ . l '- V~ ~ \. '" . ~, \ \ \ I. ' I I . , I! /" - ,,------ ---'- ,~. -------- -"-,
~ _'~___ -----..___ A "____ -__..... 'V'" _______---........... " -. ~ \ ,\ \ I I I I Iii i, ,I ( ( .------ /.~~-'~ \,'~
~ __ _ /\ _ _ ____ \ \ I , ' I I. , . I ' I ----
~ "-._~ ---______ "'___ ",' '\ \ . \ I I ,I I I i l \. "" . --'-.----'------
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~
~ PROJECT NO, 050037-J01 OESOONED BY, SSOVERS~ R"'''ON OEse""'ON I ~ & JT
~ PROJECT DAn:, CHECKED BY, \' IOWA HWY 11 US HWY 218 RAMP SIGNAUZAllON HlQ'fNAY 1 SHEET NO.
II CAD DATE: ...!QrlliOrv 28 2006 1'52:.}4 c.m. DRAWN fl"{: RPLATNER . \ . CITY OF 10 PLAN
~ ON) m.E, S,\PROJ\OS003H01\"dld.,,\c1\0\002.DWG (RPlAO"") EngIneenng Alliance Inc WA CITY D 02
~ ~- - ,. OWA CfTY. K)WA .
I I I
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~
. Control Point # 132 #133 Point # 134
Control Point Control I
Set slaw ~ 30" rebar Set 12" Landscape Spike Set 5/8" x ;'0. rebar
N: 600996.580 N: 600929.B44 N; 600511.618 ~
E: 2168420.744 E: 2168276.441 E: 2168053.965
West Bound I
~
~ EastBound
~ ;. Grovel I
0 ~ ~
n - If
ci
91.80'
0 ;, t~-.
.. ~
- ..
~ ~
East Bound West Bound .1..0, ~
CD "X. NAILS IN GUARD RAil POST <D STOP SIGN <D SIGN (~T. PLEASANT 47 '-lILES) ff
~I
a> "X" NAILS IN GUARD RAIL POST @ HWY SIGN C2l POWER POLE '" '
"
0> SIGN I
4P 1.33
I
HIGHWAY 1 ~CP 132
,
72+00 73+00 74+00 75+00 78+00 n+oo 78+00 79+ _00 .,+00 82+00 83+00 114+00 85+00 88+00 87+00 88+00 89+00
~p 13+ ~~
POT 'ttA 7Q.OO on (1-i1r:HWAY 1 , g 'e; ~
POT Sf A. 1566+29.91 (HW'r' 218 EXIT RAMP) ~~ =
~O =
~ ero
POT STA 7Q+?q lil (HIC':HWAY 1\ \t~ ::s:
POT 51A. 3567+79.59 (HWY 216 ENlRANCE FW.IP) ~ 11
g .. )>==t :;;0
CONTROL POINT DATA 'II> -< -
0 - 1
==to c..:>
NO. lOCAllOI< NORTHING i EASTlNG OESCRIPTlON ElEVATION .:<~ m
!;: 0
132 STA. 82+49.83. 59.90 LT 600996.580 2168420.7oH 58 " 30 REBAR i 769.83 -::0 ~
133 ST.... 81+00.15, 113.50' lT 600929.644 2168276.4-41 12 LANDSCAPE SP!l.<E 771.16 97' '?
,,. STA. 76+48.27, 28.66' RT 600511.618 2168053.965 5 8w l( 30w REBAR 771.21
I ~ (J1
- C1'
IOWA HIGHWAY 1 US HIGHWAY 218 sa EXIT RAMP US HIGHWAY 218 sa ENTRANCE RAMP
HORIZONTAL BASEUNE INFORMATION HORIZONTAL BASElINE INFORMATION HORIZONTAL BASElINE INFORMATION
STATION NORTHING EASnNG StARING/DISTANCE CURVE , STATION NORTHING EAS11NG BtARING/OISTANCE CURVE , STATION NORTHING EAS11NG BEARING/DISTANCE CURVE ,
72+00 600217.7147 2167714.2795 N 45 28 29 E 1700.00 1566+29.91 600708.5717 2168213.3380 N 14 52-32 W 870.09 3566+00 600534.5621 2168386.9254 N 58 12 54 W 179.59
89+00 601409.7960 .2168926.2787 1575+00 601549.5017 2167989:9699 3567+79.59 600729.1579 2168234.2682
HORIZONTAL CURVE INFORMATION HORIZONTAL CURVE INFORMATION HORIZONTAL CURVE INFORMATION
. CURVE , PI STATION DELTA ANGLE D.O,C. TANGENT LENGTH E RADIUS CURVE , PI STATION DElTA ANGLE D.O.C. TANGENT lENGTH E RADIUS CURVE , PI STATION DELTA ANGLE O.O.C. TANGENT LENGTli E RADIUS
~
~ PROJECT NO: 050037-JOl OESIGNED BY: SSOV(RS ~ REVISION OESeRlPilON I ] ~gA! Alliance, Inc. IOWA HWY 11 US HWY 218 RAMP SIGNALIZATION SHEET NO.
, PROJECT OATE: CHECKE;) BY:
~ I CITY OF IOWA CITY GEOMETRICS, REFERENCE TIES AND BENCH MARKS G.01
CAD OATE: Joo~2005 2'18:15 p.m. DR.\WN 8'1': RPLATNER
~ CAD f1LE:~PROJ\050031 J01\cod\dwos\Ct\G\G010We (RPLATNER) 'ONA CITY, OWA
-- - -- - - ,-l
-
I
I I I ~
TRAFFIC CONTROL PLAN I'DB-" I STAGING NOTES
04-001-119 06-,xr.B8
. TRAfTle ON IOWA HIGHWAY 1 ANQ SOUTHBOUND US HIGHWAY 21 a EXIT RAMP WILL CONSTRUCTION ACTIVITY IN THIS AREA Will DISRUPT TRAFFIC ON IOWA HIGHWAY I,
BE MAINTAINED DURING CONSTRUCTION. LOCAl TR.4FflC TO .ADJACENT PROPERTIES US HIGHWAY 218 SOUTHElOUND EXIT RAMP AND ADJACENT SIDE STREETS.
WllL BE MAINTAINED AS PROVIDED FOR IN ARTICLE 1107.08 OF THE 2001 IOWA THEREfORE. IT IS ADVISABLE TO ADOPT A CONSTRUCTION SEaUENCE THAT DIRECTS
DEPARTt.AENT or TRANSPORTAllON STANDARD SPECIFICATIONS PLUS CURRENT ACTMTlES IN AN ORDERLY MM'NER TO ~AINTAiN MOST TRAfFIC PAnERNS AT AlL
SUPPLEMENTAL SPECIFICATIONS. TRAFFIC CONTROL DEVICES, PROCEDURES, TlMES.
LAYOUTS, SIGNING, AND PAVEMENT MARKINGS INSTAlLEO WITHINll-IE UIoI(TS Of THE
PROJECT SHALL CONFORM TO THE "MANUAL OF UNIFORM TRAFFIC CONTROL WORK THAT DIRECTLY AffECTS TRAFFIC MOVEMENT AND flOW, SUCH AS STAGING
DEVICES FOR THE STREETS AND HIGHWAYS". CHANGES, TEMPORARy STRIPING/SIGNING. ETC. SHALL BE P[RFOR~EO DURING
OFF-PEAK HOURS.
THE CONTRACTOR SHALL EMPLOY SOUND PRACTICES OF SAFETY AND TRAFFIC
CONTROL. THESE METHODS AND PRACTICES SHALL INCLuDE. BUT NOT BE LIMITED IT IS NOT INTENDED TO CONFINE THE CONTRACTOR'S ACTMTIES TO THE AREAS OF
TO. THE FOLLOWING: SUGGESTED ~'"TAGES ALONE. IT IS UNDERSTOOD THAT SO~E OF THE VARIOUS
STEPS, THOUGH LISTED IN NUMERiCAl ORDER, MAY OCCUR SIMULTANEOUSLY. THE
1. ALL TRAFFIC CONTROL DEVICES SHALL BE FURNlSHED, ERECTEO. 1.\AJN\A1NEO CON1R.'1CTOR 'MAY CONDUCT SEVERAL OPERATIONS CONCURRENTLY. PROVIDED THAT
AND REMOVED BY THE CONTRACTOR. TRAFFIC IS MAINTAINED ANO THAT THESE OPERATIONS 00 NOT CONFUCT WITH THE
STAGING INDICATED HEREIN.
2. THE CONlRACTOR SHALL MAINTAIN ACCESS TO RESIDENTIAL AND COM~ERCIAL
PROPERTIES AT ALl TIMES DURING CONSTRUCTION. CONTRACTOR SHALl CONFINE EQUIPMENT AND WORK TO CONSTRUCTION LIMITS AND
RIGHT -Of-WAY.
,J. IF THE CONTRACTOR DECIDES TO PERFORM THE CONSTRUCTION WORK IN
SEQUENCE OTHER THAN SHOWN IN THE TRAFFIC CONTROL PLAN THE CONTRACTOR IT IS RECOGNIZED THAT AS THE VARIOUS ACTMTIES RELATED TO CONSTRUCTION
SHALL PROViDE COMPLffi REVISED TRAFFIC CONTROL PUlNS TO BE APPROVED BY PROGRESS. CERTNN SITUATIONS MAY ARISE. 'flHICH WILL PRECLUDE ADHER1NG TO
THE CliY AND THE lOWA. DOT. THE ORIGINAL CONSTRUCTION SEQUENCE OR WHICH WOULD READILY LEND
THEMSELVES TO MORE EFFICIENT STAGING OPERATIONS. SHOULD THE CONTRACTOR
4. THE CONTRACTOR SHALL NOTIfY THE ENGINEER ONE (1) WEEK PRIOR TO DESIRE TO OE.VIATE FROM THE ORIGINAL PLAN. A WRlmN ALTERNATIVE PLAN SHAlL
CHANGES IN TRAFFlC PATTERNS DURING CONSTRUCTION. CONTRACTOR SHAll BE SUBMITTED TO THE PROJECT ENGINEER FOR APPROVAL.
PROVIDE THE ENGINEER A TRAFFIC CONTROL PlAN.
5. THE CONTRACTOR SHALl PLACE TEI.lPORARY PAVEMENT MARKINGS (TAPE) AS
INDICATED BY THE STAGING AND TRAFfIC CONTROL PLAN. THE CONTRACTOR SHALL
AlSO REMOVE EXISTING AND TEMPORARY PAVEMENT MARKINGS NECESSARY FOR INTENDED GENEAAL CONSTRUCTION SEOUENCE IS AS FOLLOWS:
THE PROPOSED TRAFFIC CONTROL PlAN. THE RE~OVAL PlAN SHAlL BE
APPROVED BY THE PROJECT ENGINEER. ~,
6. AU TRAFFIC CONTROL SIGNS SHALL BE PLACED A ~INIMUhA OF 2 FEU CLEAR TRAfFIC SIGNAL CONSTRUCTION
OF THE EDGE OF SHOULDER WHERE POSSIBLE. INSTALL PROPOSED TRAFFIC SIGNALS INCUDING ALL EQUIPMENT NECESSARY TO
7. CONTRACTOR SHALl ERECT ALL WARNING SIGNS ON PERMANENT POSTS. PROVIDE AN OPERATIONAL SIGNAL AS DEEMED ACCEPTABLE BY THE PROJECT
PORTABLE MOUNTINGS FOR WARNlNG SIGNS 1M\( BE USEO FOR TEMPOAARY ENGINEER. THIS PHASE SHALl INCLUDE 'MINOR INTERSECTION QUADRANT GRADING
INSTALLATIONS OF LESS THAN J DAYS. TO ALLOW SIGNAL POLE / CONTROLLER INSTALLATION. SIGNAL IN1ERCONNECT
CONSTRUCTION MAY OCCUR DURING ALL PHASES.
8. THE PROPOSED SIGNING MAY BE MODIFIED TO MEET FIELD CONomONS. PHASE 1 CONSTRUCTION SHALl BE COMPLETED PRIOR PHASE 2.
PREVENT OBSTRUCTIONS AND TO ACCOMMODATE CONSTRUCTION SCHEDULING UPON
APPROVAL BY THE PROJECT ENGINEER. etI\SL2
9. THE BACK SIDE OF ALL TYPE III BARRICADES SHALL BE REFLECTORIZED BY A IOWA HIGHWAY 1 CROSS-OVER (REFER TO SHEETS J.02-J.OJ)
I.lINllolUM OF SIX YELLOW REFLECTORS. ONE AT EACH ENO OF EACH RAlL. OR AT ,...,
LEAST ONE RAIL ON EACH BARRICADE SHALL HAVE REFl.ECTORIZED STRIPES STAGE 1 (REFER TO SHEET J.02): =
PROPERLY SLOPED AT EACH END. 1. CONSTRUCT TEMPORARY DETOUR PAVEMENT IN THE NE CROSS-OVER MEDIAN 0 =
&: NE CORNER OF US HWY 218 ENTRANCE RAMP. ""
1 O. THE CONTRACTOR SHALL REMOVE ALL SIGNS AND POSTS ON THE PROJECT ~O :it
SITE (AS REQUIRED FOR CONSTRUCTION) AND STOCKPILE AT A LOCATION TO BE '" CONSTRUCT SW PORTION OF CROSS-OVER (STA. 79+00-STA. 79+62) )>-\ ):00
DETERMINED BY THE ENGINEER AND SHALL REMAIN THE PROPERTY OF THE ::u 11
RESPECTIVE OWNERS. 3. CONSTRUCT HMA SHOULDER (51A. n+OO-STA. 79+15) 0-<'
- I
'1. THE LOCATION FOR STORAGE OF EQUIPMENT BY THE CONTRACTOR DURING STAGE 2 (REFER TO SHEET J.OJ): =l0 W
NON-WORKING HOURS SHALL BE AS APPROVED BY THE PROJECT ENGINEER. ANO 1. CONsmUCT NE PORTION OF CROSS-OVER (STA.79+62-STA. 81+10) m
THE CONTRACTOR SHALL PROVIDE A WRITTEN AGREEt.4ENT WITH THE PROPERTY _--<,
OWNER. CONSTRUCTION EQUIPMENT MAY BE STORED WITHIN THE RIGHT -Of -WAY. '" CONSTRUCT HMA SHOULDER (STA. 79+88-5TA. 82+00) AND US HIGHWAY fTI :s> 0
AS fAR AWAY fROM THE TRAVELED WAY AS PRACTICAL. BUT THE ROADBED SHALL -::0 ::It
BE FREE OF COtfTRACTORS EQUlP~ENT DURING NON-WORKING HOURS. 218 ENTRANCE RAMP HMA SHOULDER (STA..3566+8S.2D-STA.J567+76.11) O~
12. THE CON1RACTOR SHALL COORDINATE WITH UTlUTY COMPANIES ON EtJASLl ~/' W
RELOCATIQHS AND/OR ADJUSTMENT 10 EXISTING UT1UTlES WTn-flN THE CORRIDOR. US HIGHV;AY 218 SOUTHBOUND EXIT/ENTRANCE RAMP WIDENING (REFER TO SHEETS )> Ul
J.04-J.05) cro
13. THE CONTRACTOR SHALL PROVIDE AlL BARRICADES AND SIGNING REQUIRED TO STAGE 1 (REFER TO SHEETS J.04-J.OS)
MAINTAIN TRAFFIC IN ACCORDANCE WITH THE 200.3 MUTCD. THE PLANS SHALL
NOT BE CONSIDERED A COMPLETE LISTING OF THE TRAFFIC CONTROL SIGNS fOR ,. CONSTRUCT US HIGHWAY 218 SOUTHBOUND om/ENTRANCE RAMP WIDENING.
THE PROJECT. CONTRACTOR SHALL MAINTAIN 2 LA.....ES or TRAffiC ON THE US HIGHWAY 218 EXIT
14. ALL CONSTRUCTION SIGNS SHALL BE DIAMOND GRADE flUORESCENT ORANCE RAMP AT AlL TIMES EXCEPT DURING PAVlNG OPERATIONS OR AS DIRECTED BY THE
OR WHlTE V.LP. SHEET OR EQUlVAlEtH (IOWA DOT 1"f'PE "\ SHEEnNG). PROJECT ENGINEER. t.ANE CLOSURE SHALL BE REMOVED IMMEDIATElY FOLLOWING
TIlE CONCLUSION OF THE RAMP WIDENING PAVING.
15. TYPE ~A. LOW INTENSrrY FlASHING WARNING LIGHTS MUST BE PROVIDED ON
ALl BARRICADES WITHOUT HIGH INTENSITY SHEETlNG.
16. AT LEAST ONE LANE or TRAmc SHALL BE MAINTAINED AT ALL TIMES ON IOWA
HIGHWAY 1 AND US HIGHWAY 218 SOUTHBOUND EXIT RAMP.
17. THE CONTRACTOR SHALL PROVlOE A CONTACT PERSON AVAIlABLE 24 HOURS
PER DAY 7 DAYS PER WEEK TO MAINTAIN PROPER TRAFfIC CONTROL
18. THE CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL OPERATIONS WITH
PROJECTS OCCURRING CONCURRENT AlONG THE IOWA HIGHWAY 1 CORRIDOR (KlTlY
LEE ROAD TO NAPLES AVENUE).
19. THE BID ITEM "TRAFFIC CONTROL. SHALL INCLUDE THE COST OF ALL TRAffIC
CONTROL MEASURES REQUIRED or THE CONTRACTOR. EXCEPl FOR "(HOSE WHICH
ARE SEPARATE BID ITEMS OR ARE INCIDENTAL TO OTI-lER ITE~S. THIS INCLUDES
COORDINATION. AS NECESSARY, WITH "TRAFFIC CONTROL FOR MW DAVIS SUBDMSION
, AND NAPLES AVENUE / IOWA. HIGHWAY 1 INTERSECTION IMPROVEMENTS.
PROJECT NO: 050037 JOl DESIGNED BY: SSOVERS ~ REVISION DESCRIf'1l0N I ] ~~gjp4r!~ Alliance, Inc. IOWA HWY 11 US HWY 218 RAMP SIGNAUZATlON SHEE.11<<'l,
PROJECT DATE: CHECKED Err: SSOVERS CITY OF IOWA CITY STAGING AND TRAffiC CONTROL J.01
CAD [)ATE: Jcnu(l!y_ 23 ~OO6 2'19:59 n.m. DRAWN 8'f: RPLATNER
CAD fiLE: S:\PROJ\0500J7 JO\\clJd\dwcs\Ct\J\J01.DWG (RPLATNER) OWA cITY. 'OWA
--
-
~~ IrSEESHmC.oaFORTE"PORARYI /1 /r1~/^ (!SOUTHI ,4-
~ /'v^-.. U PAVE"ENT ....KINC TABULATION I - /~/ / ? .3-' M
\., \ / / ^ "'~//fi~( =) U"Xl" ~
. '-V V R--V ~ '~!J/ (g ~~~~~: _ ~
O 0 "----- \... 'T7 .s> <8'/ 500/ (36' . 36') SPECIAL PHASE II STAGE I
~ QQ lYPE III BARx"CAOE 11 \ STA 1557.7.., ~,,~, 8.......:':1 (,,'. '6, VIEW A
END . 40' MAX. OFfSET 550' !fl t.4UST '........-: , I
~ I R\W) woo:< I 0-500' tOO TAPER _ A'PACING (IY?) / '/ CENTER OF 30 RAD TURH LDT _~ \j
.. I MIN. fOR TEhilP. PAVEIllENT t.l6-1 1 {
/'.. - C>o" , --------- --- -_____- (_~_ RJ-7L (.,......"T~;^ ,
/ ROAD '" ^- ~ ^ ...... (48" x 24") ,......(to) /CJO. x 30") ....If I
40 ~ ':i= <:= f <:= I / ( <:= ,
A-/ / ~E <:= , ", " """""'" """, ,"" "'''''', """'".;;; @-/'I ./ I I: _
--..0= --..- J).~ ~ \, ~"'~ ~~ - [NO I
('" . "') (,,' . 60, l~( HIClHWAY 1 '0' OC. ,t~~ r ;0' . R\W) m
SPECiAl 40' w.x. SPACING - \'-" ~~ . HIGHW y
l ~ T::i ,,'. ,,') C /\SPACING (TY?) (TY?) .:_ ""- ~-4..--::- ~~:r0.:g;. Yf~) A 1 LL~:O-':.:---L,
~, """ """ "" ",""" '"'' ,,,,,,,,,,,. .,~ """,,--, CEfMRor W = I
\ \ \ \ ~ \ ~OJ<".,. ! \
~ ~,., 13) ~ -.....: ~ 'J
""'1. ...... 1.._ '" 425' !;,\,," ~"',~~~ \ STA. 79~ " I
. \. . OrF'SIT: 12 RTo ~ ,
! 1000', I '\ , 1000' I <25' , I \ ,850' I '\ ,,'\ 850' , /' I 200 TAPER . I ~. FOR TEMP. PAVE"ENT I
r------'v-r-\- .....~--'v-r-\- ~~ \ 320' l.lIN. I l.lIN. '\~ V 100' TAPER 0-500. I
~ ~ )~ \ "'N. I
W 20' O.C. ~ I~ --- ST"- 7'.". I
. SPACING ~ {>.'". OFFSET. 854' RT
.. "'" 100 LN< II !!l ~ ROAIl (TY?) r. . P I FOR TE"P. 'PAVE",", ~l-2 I ; I
SPEED ZONE = m =. ~ ~_ \ (30 x 30")
AHfAO -c TYPE III BARRICADE \1 LEGEND
W3-SA 17'O_5L W'-2; ~'O-l 0 e; \ ~f.1!! r-/ ~ TRAmC SIGN ~ lYP' III BARRICADE
(,,' '" 6" . '6') ('" . '6, ('6 . '" ~ I)' '1i",} (. ORU"
. VI 00 .,.... -'I ~ ~ 0 CHANNEUZING DEVICE
" - - R\W) WORK .g I ~ ARROW 60AR0 0 WORK ZON'
n Ii '- ^ G'O-" - \ II' '-......- ~ DIRECTION 0' D TE"PORARY
V U (4a- ~ 24D) \ \ 1 \'!. TRAFFlC PAVEt.4ENT
l "'" ~ ~' \cD fiO\ TEMPORARY saUD@3TEMPORARYSTOP
~~ ,\? I..::::J LANE UNE (WHrrE) UNE (WHITE)
. /ir11 ROAIl /;~ v VV) /:! ;: I (, ~ ,) \~~_\\\ C!) ~ '~4-
"'ll! !j((W (2<' x 12')..A I II II II i\l II
"/ / '"'" I ~ / ,
2"8 ~""""" '> R'
:; I W20-1 KEEl' I ( A. ^ \a 0 so
hI / ('" . '6, ~ \. =)' ! I ! I ~" -, _ I ~.
.s> 1iT/ , "H 'V' IR I III t,~'\ (". , '6, '"
- <8'/ 500 / '36' . 3&, SPECIAL I ;Z II PHASE II. STAGE I
11 rST"- "67.79" ""~, 8'B ('6'. '6, I I I ,~ .~ \ 1-;) 650' ~I "5' Y--i VIEW B _
OFTSET: 56 o' RT MUST 1""'- \ 200', 320' TAPER 850
~ '/ CENTER 0' 30' RAO. "... u" L J I J I "'N. ' ,'\ ""- ! ; _ _ _, ..-----
l,..- fOR TEMP PAVEhlENT 1.16-1 1 '" 425 _1_ ~ ............
( _ _- R3-7L ("'......,>T~ I I , _ \ '-...:_, ~ ">- ~
r-(10) /'30' . 30') I I I <:= / '" n. =
..l / ( <'= <:= ,I <:= <:= <:=
~ " I,./" ... -, r I - " I ~ c:s. - F~ ',,\ ~\J ~ II
~ L", ::.--=- - R\W)EMImll I I HIClHWAY1)"'> / _ _ \ _ _ ~
~ ,\ ~,- ST"- 6'.29.~ v~) . HIClHWAYl c'o ,,"" / ;1 '.JJ./j ') ) -n~j!. ~ rn
~. "'-- ~ *- - OITS". "'.6 LT ,.". ".' . .:.;--1., _;';'.J. - .:- ...., :x>' r-L
~,,~ ~ CENrrR"'"M W I&tf. l...! __
IS '" '>CM'. -^,'M~' . It I I ~ I '/~1 T"'" ....'"
~ '" ~ I ~ I \ ~ - ROAIl ..
~_ST"" 79+74 -. -; GK ):> cJ1
. \ ~~~~;2'p:Jo."~NT J / I 7/ ~ERGE ~adI: ^ \if I ^..'" C1'
o' \ ~ 100' 7APER '-500 I I a. .. N<NI ~ 40/V .20-1
~ I.lIN. I /, n"j (48" ~ -48")
W20-5' -
~ · STA. 79+66.8 I i' SPECIAl . ::.r v v 2-1
. \ (3D' . 30") I ::.. r.s-1
· I I '!f lEGEND
. n I~ ~ 0 I I W20-1 ,. ~ TRAmC SIGN ~ lYPE /1/ BARRICADE
~. \~} I I I I n'''' . '6, ~ & · ORU" . OWlNELI"NG """C,
~ I :.t / / ~ ARROW BOARD 0 WORK ZON'
g \ \ I I I U =:> OIRECllON 0' D TEMPORARY
~ \\ \ ~~ II I I II ;ji / I;;)\=~SOUO @3 ~:::"STOP
. ~ '\ \ \~ \ , / / \.:/ LANE UNE (WHITE) UN' (WHITE)
~ P'OJECT '0. 050037 JOl DESIGNED flY, SSOVERS~ ''''''OR DESCRIPTION I ~ A ~ IOWA HWY 1/ us HWY 218 RAMP SIGNALIZATION PHASE \I STAOE I SHEET NO.
PROJECT OATE, CHECL<EO flY, .D\. I . CITY OF IOWA CITY STAGING AND TRAffiC CONTROL J 02
CAD DATE: JOrluorv 23 2006 2:20:52 D.m. DRAWN B'!':_ RPLATNfR E glneenn AllIance Inc. rrY .
CAD FlLE: S:\PROJ\OSO037 J01\cod\dwas\Ct\J\J02.0WG (RPLATNER) -- ~_, 'OWA C ,'OWA
r---L ^ ( ~ US" SHEET C,06 FOR TE"PORAAYI I" I i ^ ~
\.. -, /"'^> </-t__~ PAVEMENT MARKING TA8lJ~nON I ! l;;~ ~;; r1. / / ~" e ,~,.."
~ V 0\ "'" ~ R3~S("OD) ~S/~ ~ E::112,)~ ~
v (30 ~ 30") ~~' I W20-1 ~ ~CH ,~,
. 0 0 ~~'/ '1J ('."'6') 218 :0;' /,
~I DJI , ~
lYPE III BARRICADE ~ <WI 1.41-4 SPECIAL 10.....0- '
Y ~ END~ 10 . 500' "n~" (J~.'.'" J6') (.S' , ..') PHASE II, STAGE II
~!lIRK' . 40'''''' ~'"UST ~' ~ VIEW A
. ^ 0-500' 100 TAPER -~PACING'(m>) / '/ TURN un -+-1
!olIN . 6 10 _J I
( '" ^ fi" ^ G~O 2A 0- - - - - - - .-: - - - _ _ !i _ _ _ _ _ -\ _ ~ ( RJ-7L @. "'-1 _;, , I
'MJIK ) UIllT (48 ,,241 1 -j- , - - -(jQ"" l< J'O"R" =--- -\- {15'" zl'} ..~-
/'V' v / 40 ~ERGE . <:= I 1 <:= '-< .-{1O} l' <:= I
...... <:= . ,. TAPER I: -
('" , .s') ""- ~...., _ .,~"""I" .. ,1
(.S' , 60') 7;>>. C .", 20' "^"; -\ ~'." "" ""'''''' ',' ,"" ", - ~- - 00 ,II I
~"Av 1 /\~ ""'. SPACING :S;:.~ " \L --= - M"_
SPECIAL ..--......,n ,I SPACING (n'P.) () _~ ~ . nlf'V "\II\~
~ , ~ L '.l3 'S' , 'S') m>. --.- \'--... > ~:''"~'' , , - ~AC~' (1YP'}-- HClHWAY 1 G20-::: I
~ """" P.) ~ 48M " 2~-1-t.,
\ \ \ \ ~ .,,~'-.,," ',,,.,, """",""" ~
~ I 1 (101--- V '- =:> I
c=:> c=:> =:> ...... - / C=:>" i c=:> ~ c=:> /
'1' '" I.. ~425' V _ ~__ ~_
I 1000'. 1\ .1000' I 425' . I \ .650' 1.\ " '\ .~' .' 020' "'N. ~ r 40' ""'. J '
r---~\- ~~~ _.....~ T'Wl \\ \ SPACING (TYP.) I
. ~ <J \ l00~,:APER 0-50, 1 I
"'''" un"" II ~ g WAll R1-2 \
SP~NE = m - .= pO. x 30") 500' \ {: LEGEND
/;c \'M TYPE III BARRICADE r TRAFFlC SIGN ~ lYPE III eAARICADE
W3-SA W20-5l ~4-2 W20-1 IS \ r-/ ... ORUt.A 0 CHANNEUZING DEVICE
('" , 'S') VIS' , 'S") (.. , .s') ~ ~('S" .s') 1[;; END I) ~t \ ~ ARROW .OARO 12] WORK ZONE
~ ~II\JRKI I I~~ ( ~ OOR'CTION OF D TEMPORAAY
\ ........"..... TRAFFIC PAVEl.4ENT
I G20-2A TEMPORARY EDGE 10 TEI.1PORARY SOUD
e ~ ^ ('S' , 24') ~ "'-- CD UN' lEfT (VEli0.) @ WI' UN' (WHIIT)
\~ @JTEMPORAAYSTOP
. I '/ V)' I ' I I ( \ \ 'I ~\101 ~\ \ <.. UN' (WHnE)
I UTH I l'S I I l'S '7 \ ~I L::!) '--.! '1-
11,er ~ t S MJ-3 / ~ / / ~ I \ i ~
~!#'/ ~/ (,s.,-,s') ~ ~ P- 1,/ / I / ~ ^ \'~~\ !._~ 850' ~ ~
<<II - 5PEC",,- ., I z i\~l 'N' ~ ~ I
10 I 500' I ":u;;';' (3':,' J6') (46' , .s') I 1\\\ PHASE II, STAGE II
/ ~. I ru.",n ~ ~ . If.. ;;;;lQ 200' / 020' TAPER 650' ,\ ~ S50' ~ VIEW B _
~ ( RJ-7L 10~::-,--,~ ,I,' " 425' \. '" "" ---,- ~ - - .I,.... r-->
(:W', ;0"):::: (15" , 21"') - I --'- I /"l 0 " =
. '-< 10 1 <:= "f' , <:= / ~ 2' _, ""
1 -' I I <:= <:= <-.
~~' 0"TAP '-" , L~. \ -n
)'--.., IIE:"'"'''' \L~:;~(1YP~Yl ~OO~J ;' ,I HGiWAYl ~ '~(- I I _ '\ ~ ~ 0
~'\.'-.,':.~~~'''". '-. '''''''''' ", (.S ,24 / ' ) u ~ 0
"- 1 ~ c=:> / I / Ru..J>o
c=:> "C=:> c=:> / \ / .~l Y!
-- -' y.~ - I ,I ~ \ ^ \ /'-. -Ac ~ f^ ::': -u. ~
r 40' MAX --~ /V AHrAD r 0'\
II \ SPACING'(1YP.) J I I ) !? MERGe' 'W~ 40 ~
<J \ 100' TAPER 0-500 I I II......, - .20-1 ;-
MIN. /, R2-1 (48" x 48")
\ I / ~ 5PEC",- .20-5l ('S. , '0')
Wi.... (....~
500' I ..f f / 1 ROAl1 1/ 1r 1 (,s',.s') . LEGEND
. ~ \i TYPE III BARRICADE I I I :::, I 'A7 ~ ~ TRAme S'GN ~ m>' '" BARRICADE
~ \ .. \ 0 I / 1 !!tlb~ ;' + DRUM . C>lANNrullNG D,,-,eE
~ \ \.&}. 1 W20-1 ~. ~ ARROW BOARD GS] WORK ZONE
; \ ~ 1 I I v ""'" (48" x 48") I / & .............. DIRECTION Of D TEMPORARY
~ \ I............... TRAmC PAVEMENT
~ \ !I ~' I / I If) P 0TEMPORAAY '00' r,QI TEMPORAAYSOUO
" I~ I / II -/ / o...::..J LJNE LEFT (YELLOW) ~ lANE UNE (WHITE)
~ \gj / I I I I; / /@JTEMPORAAYSTOP
c LJNE (WHITE)
~ .",,,,,eT NO, 0500J? J01 D'5IGNEO flY, SSOVERS g REV>S"'N D'SC""'ON I ~ & 11' I
o PROJECT DATE: CHECKED BY: IOWA HWY 1 US HWY 218 RAMP SIGNAUZA TlON PHASE D STAGE I SHEET NO.
~ CAD DATE:....!on~ory 23 2006 2:22:05 D.rn. DRAWN EJY: RPLATNFR . . . CITY OF IOWA CITY STAGING AND 1RAFFIC CONTROL
;S CNJ FILE: S:\PRQ.J\050037 J01\c:od\dwos\Ct\J\J03.DWG (RPLATNER) Enwe~Ilg_ AllIance, Inc. toWA CITY, 'DWA J.03
~ /"-^> 6.~ SEE SHEET c.oa FOR TEl.4PORARY f '~""
PAVEl.4ENT lAARKING TABULATION
V V 'O~v ~ ~ /~(
0 0 0 '"
'-- ,
PHASE III, STAGE I
~OO~II TYPE 1II BARRICADE I VIEW A
I o 500' 100' TAPER 100'
tollN.
~ ("B~J(-~11----- ----- ---- -
~
40 ~
<:= <:=
<:= <:=
R21
(48" x 60") ~--
HIGHWAY' 40' l.IAX.
SPACING HIGHWAY'
tm'.)
~ 100'
S> 13 --i ~ ~
~
~
425' t 1 0-500' I ~~oo~l] I
100' TAPER
320' TAPER MIN. I
i <<> MIN. G20- 2A
b (48" )( 24") I
~
i LEGEND
W20-1 r TRAFFIC SIGN ~
(48" x 48") TYPE III BoI.RRICAOE
W3-5A ... DRUM . CHANNEUZING DEVICE
(48" x 48") ~ ARROW BOARD rs:J WORK ZONE
~fr ~ DIRECTION Of' D~:~
TRAFFIC
@ TEMPORARY SOUD @ TEMPORARY STOP
. LANE UNE (WHITE) UNE (WHITE)
I ~ f f ~ I \ C:::0
I )0- f )0- f ~""
I J /1
I f
I / ,
!!J I !!J f ~ 850' '"
0 '"
IB I I i ..... ,
320' TAPER 850' 850' PHASE III. STAGE I
MIN. I 425' VIEW B
-
150' I
SHOULDER TAPER
,..,
=
<:= =
I <:=
<:= <:= -
~
- :J>_\ :J'"' -n
- I ::0
HIGHWAY' -<
HIGHWAY'
100' -
~ ~ I
S> I
~=W I -
~ OO:k I] I
I
I
G20-2A I
(4a" x 24") I I <<>
I W20-SR
I (48->;;48")
. 0 I I LEGEND
I r TRAFFIC SIGN ~ TYPE III BAARlCADE
I I I I ... DRUl.l . CHANNEUZING DEVICE
I f ~ ARROW BOARD G WORK ZONE
I f ~ DIRECTION Of' o ~~~~
f TRAFFIC
I f I @ m.lPORARY SOUD @ TEMPORARY STOP
LANE UNE (WHITE) UNE (WHITE)
PROJECT NO: 050037 JOt DESIGNED BY: SSOVERS ~ REVISION DESCRIPTION I ] ~~J}~~ Alliance, Inc. IOWA HWY 11 US HWY 218 RAMP SIGNAUZATION SHEET NO.
PROJECT DATE: CHECKED BY; PHASE ID STAGE I
CAD OAT(: JOl'luarv 23 2po6 2:22:53~ DRAWN flY; RPlJ,TNER CITY OF IOWA CITY STAGING AND TRAFRC CON1ROl.. J.04
CAD FlLE: S:\PROJ~OOJ?~~_wos\Ct\J\J04.0WG (RPLATNER) taWA CITY, rJWA
- -~ I
\ \ I
\ -<.
\ I J <::~I'" <::HrrT r: nA F'nR rrMP0?_&.'; I -~~
\ \ ~ 'PAvtlolENT MARKING TABULATION I
\
\ \ I
. \ \ , "
\ .... ,
\ \ PHASE III. STAGE I
\ \ Vl'iYI C
\
\
\
\
\ ~
\ 1 250' TAPER I '5<)' '"
~ ~
0 <Fo <Fo
$ 0
SO' MAX.
SPACING (T'r'P.)
W8-9 ---
(48- . 48") ----- :i rte
---- ---- ~"
____ --- ~ IlS ___ LEGEND
---- --- ~ TRAFFIC SIGN ~ TYPE III BARRICADE
------ ---
--- "" DRUM
--- --- !2i ARROW BOARD . CHANNEUZING DEVICE
--- --- ---- E:I WORK ZONE
---- --- ---
--- --- --- c::::> DIRECTION OF o TEMPORARY
--- --- TlWFlC PAVEJ.4ENT
--- ---
---- ------- --- @ TEMPORARY $OUD @ TEMPORARY STOP
--- --- lANE UNE (WHITE) UNE (WHIlE)
---- ----
.
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0 =
=
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fi PROJECT NO:~0037 J01 DESIGNED BY; SSOVERS REVISION DESCRIPTION IOWA HWY 11 US HWY 218 RAMP SIONAUZA1l0N PHASE ID STAGE I
~ PROJECT DATE: CHECKED BY: CITY OF IOWA CITY STAGING AND TRAFFIC CONTROL J.05
;;; CAD DATE: Jo~_~23 2006 2:24:31 0 m. DRAWN 8"l': RPLATNER Enwe~lll}K lance, nc.
~ CAD F1LE:.Jii..:..\'pROJ\050037 J01\cCld\dWQs\Ct\J\J05.nWG (RPLATNER) tOWA CITY, IOWA
-
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\ ' . ...vNO PASSING ZONE (YtlLOW) @J SOUD lANE LINE (WHITE) .....- ,
\ '. @SROKEN lANE UNE (WHITE) @ CHANNEUZING LINE (WHITE)
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RELOCATE B1 kQ
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~ \ R6 lR R3-SL R3-6L R3-5R
~~~~~~ (30. x 36") (30~ x 36") (30. x 36") _
\ ~_ (REFER TO N.O' roR PlACE"ENT LOCATI~N2. _ ___~"Af"=""""~" ~~~- ___________
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(30' , 2<') + IOWA CITY
, KALONA 15 +
RE~OVE AND REINSTALL
R5-1 EXISTING SIGN
RELOCATE
EXlsnNG
~ 1~ '~,
"'i +00 1572+00 1573+00 1574+00
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. 'is. i;OIi 'is.'! iiIi @ 'is. , 'c, .., --.--------------
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· PROJECT NO. 050037-J01 DES'GNED "', SSOVERS~ R,,",SKlN DESC",P!1DN I JM & IT
~ PROJECT DATE: CH[CKED BY: lOWA HWY 1/ us HWY 218 RAMP SIGNAUZA TlON us. HK>>-fWAY 218 SOU'Tl-l 8OI.JN:) EXIT RAMP SHEET NO.
: CAD QATE: January 23 2006 2:26:17 n.m. DRAWN l.JY: RPLATNER . . I . CITY OF IOWA CITY PAVEMENT UAAKJNG AND TRAFRC SIGNING
~ CAD F1LE: S:\PROJ\050037-J01\cad\dwas\Ct\I(\K01.0WG (RPLATNER) En~ne(j!!J]g_ AllIance, Inc. toWA CITY. OWA K.01
-
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LEGENO "
"
(YBROKEM CENTERUNE (Vt:u.OW) @EOOE UNE LEft ('fEllOW) I ----.,,~
(f>OOUBlE CENTERLINE (YEllOW) @OOTTE:D UN( (WHITE) I I / ,
. !
@NO PASSING ZONE (YEllOW) ! , ..
@ SCUD WlE UNE (WHITE) J ~ I....-- ,
@aROKEN lANE UN( (WHITE) @ CHANNEUZING LINE (WHITE) l 4t
(DEOGE UN( RIGHT (WHITE) @CHmNEllZING liNE (':'EU-OW) <t ,.--..,
/ &j1 /'. V' -\/"''.1'-'''''' "', /-,
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RELOCATE EXISTlNG SIGN .
. (FROM STA 76+90 TO 78+40)"
---~ ~--_.- _...~--- -- - -- ------- - -------- ---
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. TRAFFIC SIGNAL POLE R6-1R
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RELOCATE EXISTING SIGNS
(FROt.l STA.B2+50 TO STA.7S+SD) , J>:::j ,O:>>! II
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~ PROJECT NO:._~037-JD1 DESIGNED BY: SSOVERS Em REVISION DESCRIPTION I ] ~:gi~~dI Alliance, Inc. IOWA HWY 11 US HWY 218 RAMP SIGNAUZA 1100
~ PROJECT OATE _, CHE:CK(O B't'; HIGHWAY 1 SHEEr NO.
;; CAD DATE:Januarv.J;l 2006 11:13:037 a,m. DRAWN BY: RPLA.TNFR CITY OF IOWA CITY PAVEMENT MARKING AND TAAFAC SIGNING K.02
~ CAD mE: S:\PROJ\05Q037-J01\corl\dwas\Ct\K\K02.0WG (RPLATNER) IOWA CITY, toWA
I \ \ ~? I
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\__'Fc=-~~"-^'''="~---~=~----=-==~--"-~ --=-=::::- "M---"F~---=~--'-
,,\, . ,.. _.~-==""=___",,.==9,Lli'-="':'-J\' -- ,. All GRADES ARE TOP Of SlAB/FORl.4 GRADE
,\_~=__~~c=,"';;;"Jt:--~-- ElEVATlONS, UNLESS NOTED OTHERWISE.
2. ALL DIMENSIONS SHOWN ARE TO THE flACK or r-:>
CURB OR EDGE OF SLAB. ~
- =
J. ALl SLOPES ARE CONSTANT, UNLESS NOTED OTHERWISE 0 C1"
(SEE TY?ICAl SECTIONS) zO ~
4. TYPICAL TRANSVERSE .co~ JOINT SPACING 1$ 20'. ):? :::-\ ::;:0 ':!J
5. CD TRANSVERSE JOINTS ARE TO w,rCH EXISTlNG 0 -< - r-::
6' Ht.IA SHQUWER RAMP JOINTS. --"' (") c.,.) r-ri
6. CONSTRUcnON SURVEYOR TO CHECK EXISTING EDGE =.:..-\ r-:: \cJ i ~
ElEVATION AND PROJECT PROPOSED CROSS-SLOPE :<.. rn ~
TO OBTAIN EDGE OF P"'VE~ENT GRADES. ~ ~
5.J-)
z~ CP.
\ ~ ~
\ /' 1568+00 ~. lM8+OO 1570+00 1571+00 'Y' -J
/" \ .! 1572+00
\ 6; _GRANULAR: SHOU.I.llER' - . 2.00'
\-/ ~j I lO:I'TAPER -~-
,,./ 10" pce 0: 12.00' at J
\ 0') ~ 2 ..
, 0' ,\ 8T-3
\ ./ 'y I I US HIGHWAY 218 SB EXIT RAMP ~I
\ /\ ~ _ _ _ _ .'''_ STA. 1568+07.54 TO STA. 1571+90.00 ..,1
/~ "" , ~ \ , \ I I MATCH EXIS'nNG SKEWED TRANSVERSE JOINTS ________~----.-
"" ' \ , --------- ~---- -._----_._--~-"'"-
~ .--\-1 I I ___-..-----
/\,~ )( \ /-- -~ - - -- ~- -- - ---...::-::::-=-==-=-=---=- - -- - --=-=-=-~=----- -- --- -- - -- --- ---- ---- - - - - -- - -- ---
~/\' " \ CIRCULAR CURVE DATA 10HOC
.- lc \), \ r \ 10-29-02
, .l.X , .,,\""
;r..'" , / \ \
/\(' . \ \ No. b. D T L E R
_. ",:' ( \ " \ /\ \ C1 54-38-14 45-50::12 7' 1 15.6' ~.OO'
. \ \. '" /\ \ ----
\ / \-
\ \/" , \ \
"\ \ \. '
\ , .\ \ // " \ /.j"\ 1~71+~ono - 200 IT (RAUP\ /6\ 78+8597 _ 106051T (1olIGHWAY,) ,.'----....
\ '" ' .-" ~ \ \ ' \:../ FG ELEV ... 752.78 ~ 1567+15.13 _ 64.66 LT. (RAMP) r~ "
\, \ \ \\ ENO ,." TAPER /,--,' /
\ /" . \ BEGIN 125' ,RADIUS V
,,, \ '\ . f2\ Ull:t7000 - ,on LT (RAUP\ fG._ElEY ";771.70,"",'
\ . ,,\/ \ \.~ BEGIN 10:1 TAPER ~'~/ '\./
,,, \ ./, FG ELEV ... ?l?J.78 'r:;\. 78+65 ,;.. _ 10"'00 LT (HIGHWAY n
~/' " Y \ ,"-_. ,r ,. v!!.J
\ \ \ , \~, \ / '~ r;\. 1570+70-00 _ "00 IT (RAUP' 1567+03.20 - 81.48 LT. (RAMP)
. ,_ , \ \ ..>.. __ ~ I 0 END 10il TAPER BEGIN 10:1 TAPER
\ \ / - \ \ ,.---.~ \; \ fG ELtV _ 1~.54 fG El.EV ... 771.79
\ 11':.....'\ \ Ii! 8 78+'5"," - 11'1"'00 IT {HIGHWAY n
\ ~\\./ ,,~\ \ \ i ------- 0 79+8"8 - 1fl859 LT {H1Gl-IWAY 11 01566+83.41 - 116.24 LT. (RAl.1P)
\ ~/\ \ '" ' \ \ \ 1558+p.07 - 12.00 LT. (RAMP) FG ELEV ... 771.89
~ \ \, \ ENO 125:_RADIUS
\ T..L -\:. \ \ '-----f j FG ELEV ,/'";>769.85 f9\ 79+~flg? _ 10000 iT (HlflHWAY 1)
, \ "" \ \ io. \ { / I \V 1567+44.98 - 0.00 LT. (RAMP)
\ \/',; /' _" \ . ."",@ 7R+n~'\. - 'JO,4:\ IT (HIGHWAY 11 FG [LEV = 77'.70:1:
\ \(\\ / \ ~\ \ \ \ 1568-+ 17.07.- 137.00 LT. (RAMP) /
to ':~a. \ ,\ \ CENTER Of J25' RADIUS J!'''''-~~/
~ \ _"" - \ \ \ I~ J 1/4 PT FG'ELEV ... n1.47
.. '"' 1/2 PT Fe /tLEV - n1.09 , ,/
~ \ ~ \ /" \~ \ \ . [" 3/' PT f() nEV - 770.55 )~---'
" \'t."'\ ::.I ' \ \ /
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~
~ PR<J.JECT NO'_ 050037-J01 OESIGNED BY, SSOVERS g R"""ON OESC"PTION I /11
,\ PR<J.JEGT ('''E'__ CHECKED BY, IOWA HWY 1/ US HWY 218 RAMP SIGNAUZATlON U.s.HGHWAY218sounHlOUNJEXlTAAMP 5HEET NO_
: CAD OATE: Januarv 23 2006 2:31:27 1:).1""1. DRAWN BY: RPLATNER . . . CITY OF IOWA CITY GEOMETRIC JOJNTlNG AND STAKING DETAILS
~ CAO OLE, S,\PROJ\05003H01\"d\d.,,\C(\l\LOLDWG (.PlATNER' ] ~~!Q.ne~lJR Alhance, Inc. IOWA <:m',IOWA ' L.01
I I ~'n~'" .M ~"n,,~ n.n 1,00-lOG II ./ / /':E: / / or,;., I
......II'......VU"'\I\ ......Uf\VC. Ut'\I..... 110 29 021-- -- g"...., j /, \...J
~)... / / , 1-
No. t; D T L E R ~ '''- , /' / ~
. / ' /
C2 103 30 52 21 58 19 19.0' 27.10' 9.23' 15.0' !;: J /'1 /
C3 763032 21 58 19 11.8' 20.03' ....10' 15.0' iiJ" / / '\.
C4 JJ 36 31 47-44 47 6.24' 70.39' S.JS' 12000 Ib / / /
C5 121 23-44 356-11-50 14.2' 16.95' 8.3' -8.00' -"~ ; /, 0 10
~ C6 1919-30 al-!>' 04 11.9' 23.6" 1.01' ]0.00' Ib .... ~ , I \ ....-------,
rv I '... / NOTES:
.lr... ( "-.. / -..~. . _1. ALL GRADES ARE TOP OF SI,AB/F'ORlo4-GRADE' _ __ _ _ "_
- ~ ( y -- -' - - - -- -- - ~ - - -ElEVATTONS;-UNtESS-NOTrD OTHERWISE. -- - - - - - -
~ I / / 2. AlL DII.lENSIQNS SHOWN ARE TO THE eACK OF
:.:.:... I / CURB OR EDGE OF SlAB.
...., I I
~ ..., " /' / 3. AlL SLOPES ARE CONSTANT, UNLESS NOTED OTHERWISE
9J L ,_ _ _ / , , (SEE TYPiCAl SECTIONS)
\ I ; \ > ,..:s ----.------ --- .. TYPICAl TRANsVERS[:C07"JOINT SPACING IS 20'. --,"~~.~,,~--"._~_.
It US HIGHWAY 218 ~ / . 5. CD TRANSVERSE JOINTS ARE TO MATCH EXISTING
I I i S8 EXIT RAMP ~' I i RAMP JOINTS. . I
_ ___ ~ __ _ _ _ _ ___ __ ___ " 6. CONSTRUCllON SURVEYOR TO CHECk EXISTING EDGE
i i - -- - i -- - _n_ [ - - - - - r ~l- - -+ - - ---- -- -- -- - ---. -- - - - - --- -- -- - -~tii~N^i'~:';,';"~:V:M"."~G~~rS-SLOP' --- -. --- -- - - -- - -
I e' HMA SHOULDEk i .... ~ I
" (i)"
.. 'I BT-3
~l~ ~l ...,' :/ - - - -+ - - - - ~ HIGHWAY1 ~ST BoUND)- -- -- - -- - --
".... CONSTANT 3%
~ #' - CROSS SlOPE: B' HMA SHOULDER
~.
KT-2 1
o KT-2 @ ~lt
o CONSTANT
,....,
6' PCC SHOULDER ~ 0 g
".~.... < 0'"
~ ~O 3
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KT2o~ =< ::::0 11
. 0 -
~ 6' PCC SHOULDER -i 0 w r
(7\ .:;.,(r .-< r rn
~ ~#' m >
....~ 8' HMA SHOU~ - - ::::: 0
79+00 C2 KT-2 ~ e1+OO <::: -. . Q)
8' HMA SHOULDER :.<:
~ ~ ~
Ill? .... 'i!>oI KT_ CONSTANT CROSS SLO E
.c; @
. ~
~"'" I .
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I 'N I I I "I
i 1 60'21' I [ [[ HIGHWAY (EAST BOUND) ~ ,
------~+-----'----------'------ /-'----.-.-~l--. +-' , + '. ' , , ..' , '
. . . E!J. 'j , --yr--' - ---, .---.- -, --- --, .-________._ _+----.-.- _ _ + '
I I J [ I I ! i i i -~--. ~---.~.-
III us HIG \Y 1 I 1! ~ i Iii ; i
---- ----.--.:.-- 1__;;>" . -0--~;cq~-~I!sTUiGo;-~I!--@L~~~I~, ~~, ;";1~~1 IT L---@-~d+~o..L7~~.~ IT --@_~~~~7~F-8,50~IUI; L-@-:;Z:~I~IN~' 74 IT __._L__
FG [LEV -771.90 FG ELEV .. 771.35 1/2 PI Fe ELrV .. 771.02 FG ELEV .. 771.32
@2 AO+QO 00 - 14 no IT
@ 78+9702 - 7lA.4. LT f7\ 7Q+074..' _ ,gOO IT END 10:1 TAPER @ 7Q+Q' 10 - <;7RJ IT ~ AO+"A5 _ AJU IT
FG ElEV .. 771.85 \.!...J CENTER OF 15' RADIUS FG ElEV _ 171.62 17 END s' RADIUS 'e:I MATCH DClSTlNG
e 1/2 PT FG ELEV .. nus ~ BEGIN 70' RADIUS FG ELEV - 771.32
Ei _ - _ /J\ 79+00'A _ 7364 LT & 80+5.4.7Fl. - 175' LT Fe ELEV.. 771.19
ilJ: \':Y.. BEGIN 15' RAOIUS---- _ _I;;\_79+074..'\__-1.4.0I'HT_ - __._BEGIN_10.l_TAPER". _ _ _ _ -.- - ~ _ - _ _@_ao."A!,> ___7!'>7.4. IT._ - --- ~ - --
~ .- - --FG ELEv 77185 \!; ENO 15' RADIUS BEGIN 120' RADIUS Ii8\. 80+1A" - A'!'> rrr W.TCH EXISTING
~ - - FG ELEV .. 771.36 FG ELEV .. 771.41 ~ CENTER OF 70' RADIUS FG ELEV .. 771.67
>< 1/2 PT Fe ELEV .. 771.27
.. ~ 0 79+00l0 - AAF;4 IT f9\ 7Q+07.4.3 - 1'00 IT @ 80+6571 - 13693 IT f2A 79+99'!,\ - .4.<;0:\ IT
~ CENTER OF 15' RADIUS \::..J lMTCH EXISTING CENTER OF 120' RADIUS ;:;;:::.., AO+18'Fl _ 817!'\ LT ~ BEGIN 5' RADIUS
2 1/2 Pi FG ELEV .. 771.76 FG ELEV .. 771.40 1/4 Pi FG ELEV .. 771.32 & END 70' RADIUS FG ElEV .. 770.B4
g 1/2 Pi FG ElEV - 771.16 FG ELEV
I {";\ /?o 81+1000 - 1100 IT 3/4 PT rG El~' 77106 .. 771.27 r.;;\ AO+01'1 - 4907 IT
13 \.V 79+14FlFl - R? 1!'\ LT ~ lMTCH EXISTING ....... . ~,
>< END 15' RADIUS FG ELEV .. 771.66 J2ct. AO+'I'lOO - 51 7.4. l T CENTER OF 5 PJJ)IUS
~ FG ELEV "" 711.55 @ 7Q+QoSQ _ 4..4.0Q IT 'e:Y FG ELEV.. 771.26 1/2 Pi FG ELEV.. 770.88
~___ _~ END 12~' RADIUS I:::A AO+Ol0J _ ~J Q, IT
t ' BEGIN B RADIUS ~ END OF 5' RADIUS
~ FG ELEV - 771.00 FG EL.EV .. 771.00
~ PRQ.;ECT NO 050037-J01 DESIGNED BY, SSClVERS~ R,,",SIGN DESCRlP110N ~ ~ f1lT
~ P",,",ECT ""', eH"KEO BY, IOWA HWY 11 US HWY 218 RAMP SIGNAUZATlON HIGHWAY 1 SHEET NG.
o CAO DArr._JO""O~ 2J 2""" 2'33,04 ..m. DRAWN BY, 'PLATNER Engineerina All' I CITY OF IOWA CITY GEOMETRIC, JOINTING AND STAKING DETAILS L 02
~ CAD flLE:_S:\PRQJ\050037-J01\cOd\dwcs\Ct\L\L02.owe; (RPLATNERl __,J -"" :U:;~_ lance, nc. rJWA CITY, OWA .
___n__ __
I , , , ! ' I I
", . / / /
~/ I 1 ~
~ I l ; ~/
. ___ f NOTES'
I' ---.. -- 8 - --- ~ I / I 1. ALl' GRADES ARE TOP Of SlAB/FORM GRADE
Z ---- __ _ 0- -/_ ! i ELEVATIONS, UNLESS NOTED OTHERWISE. ...-
, i - SZ .j. .......... ---- -I ! 2. All DIt.lENSIONS SHOWN ARE TO THE BACK OF \
. ' / _ /' : CURB OR EDGE OF SLAB. 0 10
'" ' i ..... .
'. ' ~ CO ;1 ' J. All SLOPES ARE CONST..wT, UNlESS NOTED OTHERWISE
/,-1 r:tJ to. f i (SEE TYPICAl.. SECTIONS)
/ / I iff f I ... lYPlCAl TRANSVERSE .CD- JOINT SPACING IS 20',
J / /- ~ . . "" L! 5. CD TRANSVERSE JOINTS ARE TO MATCH EXISTING
/ . _____ :!::: ____ ' . RAMP JOINTS.
I >'- ---- >.:;- - __ i .
:<(' _ I -- --- --J ! 6. CONSTRUCTION SURVEYOR TO CHECK EXISTING EDGE
! !~'; , ElEVATION AND PROJECT PROPOSED CROSS-SLOPE
/ j TO OBTAIN EDGE OF PAVEMENT GRADES.
, . / 1
~ _ ::r: ! ! /
. , - i 1
?' -- I - /
:: ---/-___ ----___ I
__ __ ~,- __ f i 6' GRANULAR SHOULDER
I -_! f
I 7+79.59 / 3567+00 __ _ ~ 3568+00
f t RANsmON 0:' @-- --- ---- "- -.- - - ---;~~ -- - "- - - --- -, -- - --- ---- ..-.- - -. -- - - ---- - -- ~
~ / - ~ L BT-3 I.. --.
I--~ -. OJ I
, --- ,--- I"
, I -. ~
/ I US HIGHWAY 218
/ I 1 1 ENTRANCE RAMP
/ '- i-- r.c ____1..___ - .J._+____ -----------------;-----
I ~ .
-;-. ------ j ...~
-,~- ___ '", "-_. ! .~. ",' . '.0,00'
I I --.... " . .
I /' j ______ ___________
/1---__ __
--
R "j If 0 :~~~6tx~:nNG 0 on III
.I _"! Fe ElEV - 711.39
" -__. , r->
,_ _ f f2\ 1587+079 - noo RT _ ~
-- __ ,"!~ -- I \.=.J lAArCH EXISTING 0 <="
v. -- --; Fe EUV .. 771.11 ~
/ ;1 0 ~~~~4lxi:nNG 1" 17 RT ~ Ot ~ \l
ro~-77'2. <
! If 0 ~~g~Aixi~;;G 11; 20 III ~ 0 c:; Irrl
j : FG ELEV "" 770.47 _~ I
- ~ . ! f5\ J,566+B520 - 11\20 RT m ~ 0
- '_ J \::../ FG ElEV .. 770,SO - :D ~
-- I -- . 10' HIM SHOULDER 0 -s:-
, [ f6'. :\567+n~,O - H\?O RT .c::: /..... CO
/ I' \::!../ BEGIN 10:1 TAPER -< ..
FG [LEV .. 770.80 )> Ul
. ......
, I' fJ\ 3567+'" 404 - n /3,. RT
I ' \.!../ END 10;1 TAPER
, M.'.TCH EXISTING
___ ____ I / FG ElEV .. 771.4a
-I- i
/ -__ 1
t
~ - i
z -
o ~
"I r- - /~
~
Ii PROJECT NO, OS003HO, _ DESIGNED INI SSOVERS ~ RE"""N DESC""""" I &
~ PROJECT O>TEi____.____ C""",,, IN, IOWA HWY 1/ US HWY 218 RAMP SIClNAUZAl10N us H1GHY/AY 211 ENTlWlCE RAMP SHE<< NO_
: eN) O>TE,~-=-""'-2006 ~39,"lUlL. DRAWN BY, 'P"TNE' leE' .lTA11. CITY OF IOWA CITY GEOMETRIC JOINTING AND STAKING DETAILS L 03
s OD F1LE:~\PROJ\0500;57-,I01\~~t\L\LOj.DWG (RP~ lIlliJwe<lqJ]~_ lance, Inc. 'OWA CITY, K>WA . .
-- -- - ~ --.- 1
TRAFFIC SIGNAL GENERAL NOTES
1. ANY COMPONENTS OF THE EXISTING TRAFFIC SIGNAL AND STREET LIGHTING INSTALLATION TO BE REMDVFn, (INr-I I miNe: SIr.NA! HFAnc:;, pnl F~, MAST ARM':::. ('.^8!..ES,
ETC.) SHALL BE REMOVED BY THE CONTRACTOR AND DEUVERED TO THE CITY OF IOWA CllY STREETS DNlSION, MAINTENANCE AREA AT 1200 S. RIVERSIDE DRIVE. UNLESS SIGNAL LEGEND
OTHERWISE DIRECTED BY THE ENGINEER.
2. ALL QUANTITIES SHOWN IN THE PLANS AND SPECIFICATIONS ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S LUMP SUM BID FOR THIS PROPOSED
. PROJECT SHALL lNCLUDE ALL LABOR AND MATERIALS NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL INSTALlATION, IN CONFORMANCE WITH THE
PLANS AND SPECiFICATIONS. 10 POWER SOURCE (MAY BE POLE OR PEDESTAL)
3. THE PLAN LOCATIONS Of UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL NOTIFY ALL PRIVATE AND PUBLIC UTILITIES PRIOR TO EXCAVATION ~
. ON THE PROJECT CABINET AND CONTROllER
4. THE LOCATIONS OF ALL FOOTINGS, JUNCTION BOXES, AND CONDUIT ARE TO BE COORDINATED WITH THE ENGINEER AND ARE SUBJECT TO ADJUSTMENT IN THE FIELD I@l (i) TRAFFIC SIGNAL POLE, FOOTING SYMBOL, AND IDENTIFYING NUMBER
BY THE ENGINEER. JUNCTION BOXES S"'AlL NOT BE PLACED IN DITCH BOTTOMS.
5. THE CONTRACTOR SHALL INSTALL ONE SIGNAL CABLE FROM EACH SIGNAL HEAD TO THE BASE OF THE POLE. A 4-CONOUCTOR CABLE: SHALL BE USED FOR 3-SECTION Ig) 0) PEDESTAL POLE, FOOTING SYMBOL. AND IDENTIFYING NUMBER
HEADS, A 7-CONDUCTOR CABLE SHALL BE USED FOR EITHER A 4 OR 5 SECTION SIGNAl HEAD, AND A 9-CONDUCTOR CABLE SHALL BE USED FOR THE PEDESTRIAN
SIGNAL HEADS AND PUSH BUTTONS PER SIGNAL POLE. ... @
TRAFFIC SIGNAL HEAD WITH BACKPLATE SYMBOL AND IDENTIFYING NUMBER
6. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 7:00-8~30 AM, OR BETWEEN THE HOURS OF 4:00-6:00 PM.
7. ALL MAST-ARM MOUNTED VEHICLE SIGNAL HEADS SHALL COME FURNISHED WITH BACK-PLATES. -.. @ TRAFFIC SIGNAl HEAD SYMBOL AND IDENTIFYING NUMBER
B. AL.L BORED CONDUIT SHALL BE INNERDUCT. ~ @) PEDESTRIAN HEAD SYMBOL AND IDENTIfYING NUMBER
9. Al-L STREETLIGHT LUMINAIRE ARMS SHALL BE LOCATED AT 180 DEGREES TO THE POLE ACCESS HANDHQLE (PARALLEL WITH MAST-ARM) UNLESS OTHERWISE NOTED. -1 @
LUMINAIRES SHALL HAVE A 30' MOUNTING HEIGHT. MAST ARM MOUNTED SIGN SYMBOL AND IDENTIFYING NUMBER
10. FOR STREET LIGHTING POWER FEEDS, THE CONTRACTOR SHALL INSTALL FLOOD-SEAL IN-LINE AND WYE FUSED AND NON-FUSED KITS. ... VIDEO DETECTION CAMERA
11. RUNS FOR CAMERA POWER AND COAXIAL CABLE SHALL BE CONTINUOUS WITHOUT SPLICES FROM THE CAMERA TO THE CONTROLLER. ....~
EMERCENCY VEHICLE PREEMPllON
t 2. TRAFFIC SIGNAL POLES SHALL BE GALVANIZED.
13. THE STATIONS AND OFFSETS LISTED ON THE SIGNAL PLANS ARE TO THE CENTER OF THE ITEM UNLESS OTHERWISE NOTED. c::0 lUMINAJRE
14. A #6 A.W.G. BARE COPPER GROUND WIRE SHALL BE INSTALLED IN AlL CONDUITS THAT CARRY 120 VOLT SIGNAL CABLES. ALL POLES. PEDESTALS, AND THE 0
CONTROLLER CABINET SHALL BE BONDED TO FORM A CONTINUOUS SYSTEM AND BE EFFECTIVELY GROUNDED. BONDING JUMPERS SHALL BE #6 A.W.G. BARE COPPER WIRE DETECTOR LOOP SYMBOL AND IDENTIFYING NUMBER
CONNECTED BY APPROVED CLAMPS.
15. TRAFFIC SIGNAL TIMINGS SHOWN ON THE PLANS ARE SUGGESTED TIMINGS ONLY. CONTRACTOR SHALL VERIFY SUGGESTED TIMINGS WITH CITY OF IOWA CITY L - ~
ENGINEERING DEPARTMENT. 42 VIDEO DETECTION AREA SYMBOL AND IDENTIFYING NUMBER
-
16. TRAFFIC SIGNAL MAST ARM LENGTHS SHOULD EXTEND PAST THE OUTER MOST SIGNAL HEAD BY TWO FEET TO AlLOW FOR ADJUSTMENTS IN THE FIELD. THE PLANS
. REFLECT THE ADDITIONAL TWO FEET. E)
II] 17-x30- POLYMER CONCRETE STYLE (TYPE 1) JUNCTION BOX syMBOL AND IDENTIFYING NUMBER
17. THE CITY SHALL WIRE THE TRAFFIC SIGNAL CABINET AND CONFIGURE THE VIDEO DETECTION.
18. THE CONTRACTOR SHAll SALVAGE THE LUM1NAIRE POLE AT STA. 78+85.0, 118.7' LL THE CONTRACTOR SHALL INSTAlL A NEW FOOTING AND SLIP BASE AND ~ 0 30"x48" POLYMER CONCRETE STYLE (lYPE 2) JUNCTION BOX SYMBOL AND IDEN"TlFYING NUMBER
REINSTAlL THE POLE AT STA. 82+03.0, 118.5' lT MINUS THE LUMINAIRE FOR MOUNTING THE VIDEO DETECTION CAMERA.
- - TRENCH EO SIGNAL CONDUIT
19. THE EXISTING CLOSED LOOP SIGNAL SYSTEM AT MORMON TREK AND HIGHWAY 1 UTILIZES 2-WIRE COPPER FSK CABLE FOR COMMUNICATION TRANSFER. THE ----- PUSHED SIGNAl CONOUIT
CONTRACTOR SHALL SUPPLY ANO INSTALL THE EQUIPMENT NEEDED TO FACILITATE BOTH 2-WIRE COPPER FSK AND FIBER OPTIC COMMUNICATION WITHIN THE SAME ....,
CLOSED LOOP SYSTEM. 0 =
I@l @ =
C7'
20. THE EXISTING POLE AND STREET LIGHT AT STA. 79+32.6, 81.9' RT SHALL BE INCORPORATED INTO THE NEW LIGHTING CIRCUIT WITH THE LUMINAIRES MOUNTED ON ~O :x
THE TRAFFIC SIGNAL POLES. THE EXISTING CIRCUIT SUPPORTS A 240 VOLT, 150 WATT HPS LUMINAIRE ON THE EXISTING POLE. THE CONTRACTOR SHALL REPLACE OR ... 8 LABELS WITH AN IDENTIFYING NUMBER )>~ ". -n
FOLLOWED BY THE LETTER -E" :::0
MODIFY THE EXISTING LUMINAIRE AND/OR WIRING TO ACCOMMODATE A 120 VOLT, 250 WATT HPS LUMINAIRE. 0--< -
REPRESENT EXISTING EQUIPMEN1. - .-
21. ACCORDING TO HISTORICAL RECORDS, THE EXISTING LIGHTING CIRCUIT ONLY SUPPORTS THE THREE EXISTING LUMINAIRES AT THE INTERSECTION. AS THE CIRCUIT IS NO II] ~ =<!Cl c..:> rn
LONGER NEEDED, THE CONTRACTOR SHALL REMOVE THE WIRE BACK TO THE UGHTING CONTROLLER LOCATED IN THE SE CORNER OF THE NORTHBOUND U,S. HWY 218 .~
RAMP TERMINAL WITH IOWA HWY L :x>> 0
-:0 :;;:
22. A JUNCTION BOX SHALL BE PLACED AT THE NAPLES/HWY 1 INTERSECTION AS SHOWN ON THE PLANS AND 50' OF FIBER OPTIC CABLE SHALL BE COILED IN THE I@l @ ~7' <::f?
JUNCTION BOX FOR FUTURE CONNECTION TO THE SIGNAL CONTROLLER. THE FIBER OPTIC CABLE SHALL BE PROTECTED FROM DAMAGE AND WATER INFILTRATION UNTIL THE
CONNECTION CA.N BE MADE 10 THE CONTROLLER A. MINIMUM OF 6' OF FIBER SLACK SHALL BE COILED IN ALL REMAINING JUNCTION BOXES INTERCEPTING THE ... 8 lABELS WITH AN 1DENllFYING NUMBER )> c.n
INTERCONNECT CONDUIT UNLESS OTHERWISE NOTED. fOLL.OWED BY THE LETTER -F- -.I
REPRESENT FUTURE EQUIPMENT.
23. ALL FIBERS AT THE RAMP TERMINAL AND MORMON TREK INTERSECnONS WITH IOWA HWY 1 SHALL BE 1ERMINATED IN A DISTRIBUTION UNIT/SPLICE ENCLOSURE IN II] ~
THE SIGNAL CABINET, DUPLEX PIGTAIL JUMPERS SHALL BE USED TO COMPLETE THE SIGNAL COMMUNICATION CIRCUIT BETWEEN THE SPLICE AND DISTRIBUTION UNIT IN THE
CONTROLLER CABINET. CONNECTIONS IN THE DISTRIBUTION UNIT SHALL BE MADE WITH ST TYPE CONNECTORS. I
24. THE CONTRACTOR SHALL REMOVE THE EXISTING CONCRETE STREET UGHT POLE FOOTINGS TO A MINIMUM OF 36" BELOW FINISHED GRADE.
~ 25. THE CONTRACTOR SHALL SUPPLY AND INSTALL THE OVERHEAD ADVANCED SIGN STRUCTURE AS SHOWN ON THE PLANS. PREVIOUS PROJECTS HAVE SHOWN THE -. I ;:;~~;~by certify that this engineering document wos prepared by me- ~7
VERTICAL SHAFT IS TYPICALLY 19' FROM THE BASE OF THE SHAFT TO THE CENTER OF THE CONNECTION FOR THE MAST ARM. DUE TO THE ELEVATION DIFFERENCE
z BETWEEN THE ROAD SURFACE AND POLE FOOTING LOCATION, THE CONTRACTOR SHALL SUPPLY AND INSTALL A VERTICAL SHAFT THAT IS 23' FROM THE BASE OF THE ",,""''E'S'S;''''## ..nder my direct personal supervision end that I om 0 duly licensed
" ?rofes-s:or.ol Erlgineer under 'illaws of the State of lewo.
, SHAFT TO THE CENTER OF THE CONNECTION FOR THE MAST ARM TO MAINTAIN THE PROPER VERTICAl CLEARANCES OVER THE ROADWAY. THE TOP OF FOOTING ELEVATION """~of.""',,,,,9~..,###
~ SHALL BE 757.89'. CONTRACTOR SHALL VERIFY SHAFT LENGTH .6.NO FOOTING ELEVATION WITH PROJECT ENGINEER, ,l<l"",,'" "",,( #, J:2f'R. (? . ~~hc_
~ ..Q,' "~~
"4i" ',,,,,,,,
~ 26. TOP OF SIGNAL POLE FOOTING ELEVATIONS ARE CRITICAL TO MAINTAIN PROPER CLEARANCES OVER ROADWAY. TOP OF FOOTING ELEVATIONS ARE AS FOLLOWS SUJ[ JON L \(l)S
. ASSUMING VERTICAL SHAFT LENGTHS OF 19' FROM BASE OF SHAFT TO CENTER OF CONNECTION FOR MAST ARM: :ffi, RESlER ,:is lice Number: 16911
SIGNAl POLE N 1 = 770.80' '0- 16911 .m. My license renewal dote is DECEMBER 31, 2007
:":f- ~::
~ SIGNAl POLE #2 = 770.35' "-;"'" ",,,~ I Poges or sheets co...ered by this secl:
" SIGNAL POLE #3 = 769.90' '### ~,.""..,,""'~ "",~ H.Q1 - N.n
. . CONTRACTOR SHALL VERIFY ELEVATIONS WITH PROJECT ENGINEER. '#""~~y!~",,,,,,, ~
~ - -.
27. ADVANCED DETECTION ZONE #68 SHALL BE DESIGNED SUCH THAT A PRESENCE CAL.l SHALL CIVE PRIORITY TO PHASE 8 TO PREVENT QUEUES FROM REACHING U.S. - -
" HIGHWAY 218.
~ PROJECT NO: 050037 J01 OESICN[08Y: JRESLER "0 DATE "' REVISION DESCRiPTION ) figi.~I Alliance, Inc. IOWA HWY 11 us HWY 218 RAMP SIGNAUZATlON HIGHWAY 1 SHEET NO.
~ PROJECT CATE: CHECKED BY: GENERAL NOTES I LEGEND
~ CAD DATE:)lovember 1S 2005 6:26:57 D.rn. DRAWN aY: JRESlER CITY OF IOWA CITY N.01
CAD FilE: S:,\PROJ\050037 J01\cod\dwas\Ct\D\Q02.DWG (RPLATNER) IOWA CITY, IOWA
~
I TRAFFIC SIGNAL FACES /., / \ I
. / , 1-
ty Hty H i,JAj,\~,
W R\ w R\ TRAFFIC SIGNAGE <______/\;;~/~
O'\Y)O\:1? @ @ @ (9 :... ' ~
0) Efj2" 0) ffi2 ~ [1J ~
12" G -E-- 12" G ~ X ~-=---- /",,/,J ~ f
G yw u~ LEFT
12" NO. 51,81 NO. 21.22, NO. 83,~4 --- TURN
CD "-~") .w. ,,-<COO) "' >om' SIGNAL I ONLY] i ONLY
(4-REO D) 128.7' LT -- _ I
NO. 8~ = '_.--J~!:R,~ CA8INET)...-. / j R1D-1D R~-5L" R3-6" R~-5R"
(1-REO D) ------,-_STA. 78+93:3 ,/ ') / 1 24"X3D" 3D X3~ 30"X3~ 3~R~3~D'
ALL SIGNAL LENSES SHALL BE LED. SIGNAL HEAD 85F -'24.0' LT' ". -:;{.., ~ /1' (1-REQ'D) (1-~Eq D2--(1=flEo.~..J!.....-L)_ ,w) ,___
IS A FUTURE TRAFFIC SIGNAL HEAD AND WILL NOT BE ~ \- ~ / / (, 1\ _~~~___ _ \ w)
INSTALLED AS PART OF THIS PROJECT. THE MAST ARM STA. ;8+78.9 __ _/__ . ~_ __;- _ \I.}
SHOULD BE DESIGNED TO ACCOMMODATE THE HEAD 125.0 LT /84 /
AND THE WIRING SHOULD BE INSTALLED IN THE POLE. ",' TQP_0~,~Q02lN~-.-_ I. 'I / ,/ STA. 80+04.8 r.l
~~'r) -ELEVATION = 770.80 I.. ~'/ 1146' LT ~ ~
-- STA. 78+85.0 82;. /,
118.7'LT . .~/( _____;:___________ __ _ __
EXISTING , ~ __-=--__ ~ ___ _ _ _ ~_ __ _ __
- ---- - -.----. --- -.- - --- SfRtET UGHT" ! g_ - - C 133
(RELOCATE TO STA. 82+ ., __ _____
- - -
- -
- -
-~---
A. 79+94,6 ____ ________ _____~ __~ _
- ~ -~-;t;~
. "_,,,,~---.::::-v---
~-::.... ,- <:::'0 ;:It C U<-t
- . ~-~..--~' <-)>> II
. \> ---- r )>-1 :Xl _
I 0-< - .--
' '-... c..> \
. 'H<HYAY1 ~~ ::2.0 rn
' ................ - \-n ;po 0
' I 82~00--- -:0 :It p
, I " 81+00 u= , CfJ
. I /~~_~
78+00 . , I
77+00 :1 . ',I Ul_
Ii .. II ~
I : @' , , J I I--+- I I
~3 I _ I 'I
-+- - I' I - I f62\ ~ STA. 80+23.7 I
+-- - I ~ "l 27.8' RT 1
6. '~' --EXISTING---,-j-' !
----- tt- \ "1 STREET LIGHT PO~E i. ."_~,_._ _._ _' _. --" _,,_ n__
il . _ ._ _ J _(REMOVE)_._ H-- _ _, __ .:::-=.________,; .
-- - --- - ~-- - =--=-=-=--=H:. -'- I _____-;-!_______. STREET NAME SIGNS
~CP~---- --- :1 \> T 0 ~!I . 0
. 0 STA. 78+73.3 STA. 80+17.6 .
. I ,".' "' I "... "' '" ".,., I I
'. STA 79+26.6 TOP OF FOOTING 32.8' RT , HWY 1
POT !ITA 70+00 00 (HIGHWAY 11 I 82.0' RT ELEVATION ~ 770.35' I
POT STA. 1566+29.91 (HWf 218 EXIT RAMP) I EXISTING ! 42"X18"
JUNCTION BOX \'\ (1-REO'D)
I (REUSE IN PLACE).~ GREEN BACKGROUND
g W/WHITE LETTERS
- I "" INTENTION OF SIGN DETAIL ONLY TO SHOW SIGN WORDING
~ ----- STA. 78+58.5 "'" AND SIGN BLANK GENERAL DIMENSIONS. STREET NAME SIGNS
g --~- 113.D RT I STA. 79+32.6 SHALL BE SUPPLIED BY OTHER.. SAN. D. INSTALLED BY THE
~ ---- (o','~\ --------- POWER SERVICE 81.9' RT I TRAFFIC SIGNAL .CON;rR(\~;rOR. _
I , '--/-----~ ------(UGTI\~___ EXISTING !, _---,,--.~__ (,_IV;/
"='-- "- I I
-.. - ----- '''H~' - ----____SIREET __LIGHT. '--- _ ~ CUG!) ----i-r-- __ ,~ ,__
~ \V'L)__________ (REUSE IN PLACE) \ ,. . .,_____ fOHE'------ G- ____,,_,_ \UHE)-
~ '-'... . ) ,Oh€~ .-----,-; \ ' ) ..
. · -'- -_.~,--- ,uHE \ ' .. ~". r'~
,),..~ . " / 'v/ \..________
~ ~..... I .\' ; /' \
~ ~'";;('-''' ,.:tf:., , \ ~ \ ___~
L o-..~ ;:";:! .
:z: ......." "t..~,
~ .~
~ SHEET 'G.
x HClHWAY 1
~ .' ~ ""'SlON DESCRIPTIO' I M:~! IOWA HWY 11 US HWY 218 RAMP SIGNALIZATION TRAFFIC SIGNAL LAYOllT N 02
~ PROJEET 'O,--,,'OO3H01 DESIGNED BY, JRESLER , CITY OF IOWA CITY .
t PROJECT DATE'__ CHECKED BY, Enginee'n Alliance Inc. 'OWA CITY, 'OWA
':: CAD DATE:.f!lbruClrv 20 2006 11:16-:34 a.m. OR,6,WN BY: JRESLCR..... """--'lIo...... _ ,
S CAD FILE: S:\PROJ\0500J7-J01\cad\dwas\Ct\N\N02.0WG (RPLATNERl
, I
!. _-- {. }\ _~-' (\11 --,-~-- /84 . I~ "
--''JC>A1- -----i~---_+----~~- ---------- .~,A)---~, --- ,~,) 7.A II; /1!1/!~ ,^<'.
, ' d , CD . ~ / . II / '-""'--'
_~_ __ _ ____-- ___ ----+- _ _ __L_ _ _ ____ ___ _ _ ___ _ __ _ _ ____ _ _'.. 1 ;;;. D' - . . -~.-6.. . 82 /81/1 ! I ~;}~,
/ "I ~ -- '\ 837 /"~ -'.~
. 0 20 !. . -........;# / ----.:-.- ----=- =
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,
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75+00! I 76+00 n+oo 7e+oo '\
-~-------- ----- -----~./- ~-_=_~__= 1-- -~=_==_.~__=_- ~- Ii ~ , ..
I I ...
, <!\ 0
I STA. 75+97Jl i ~ ,0:li
- 1 I - ! -+- I - I--+- _ II _ t -+- ~ _ '-:Y O!, "'-....
, . c@4 _~A. 74+67.0 i ,__,: __ ~________ STA. 77+070 ---r-' @ ~
30 OF 1 pvcl STA. 74+685 i 30 OF 1 PVC srA 75+985 30' OF 1" PVC 51A 77+085 \~:r;:--
_4-10(LOO:'~28.6',RT _.--I----=-_4-'O(LOOP) ;~---_...'O(LOOP) ~28.j'~ _---=-=-_. \ _ _ _ _~~r-
o 130 OF 2 PVc,"7 L I [2] 110' OF 2" PVC "7 ~P "4 r.;-, 165' OF 2' PVC V- _ _ "'- 0
2-2c (DET) ~ r 3-2c (DET) \" L!.J 4 2c (On) I !,. fI - - --
1-6SM/6MM Fall' -6SM/6MM FO , , -6SM/6MM FO '. (3)
TR/PR. 'TRIPR TRIPR .
_"--- (Wl ,- ' ..
- ~' ' 5' OF 2" PVC STA. 82+03.0 f! I !
C' 1 -VIDEO COAX, P /F 118.5' LT iI, I
CD 0. [J]' - . !> GR/TR/PR RELOCATED STREET LIGHT POLE W/SLlP BASE / I ; f I
~ ~ rnl 15' LUMlNAIRE ARM (NO LUMINAIRE) '! I f
\ . - - ~ -:= - - - - - - - - - t.!J VIDEO DETECTION CAMERA i I
~. - - --~ --~ --- -"-- - _ ~_ ~ ~--.-- -. ........... -'"...~. , I i f
. 2DO' OF 2- PVCCP lJ,J STA. 82+03.0 30 MOUNTING HEIGHT--- ---~r-::::"" ~ J I ----+---f- , ,I -!-----
, 1" I, I'
__ J-2c pET _, 114.6 LT II! If, :
- =:J l-VlDEO COAX P-/F ~-- --+-; If, I
. ' I "';-' , .
~ GR/TR/PR Il! 2~ .. I j I
. - - - - _ _ /l:J:,.. f' I ,
. - --, I~ "I I
~ -1 STA. 82+04.6 STA. 83+ 1 4.6 / i, 2~ f!! I
! i ! ! / STA. 84+44.6 i
: 51-_-----:_-::::::-::.::-::~=~~--!1i-----~------ :! __~ ! L
I _~-:::::- t; I i f t-'i
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I . _____ .,,~_..~ C 132 I I I 0 = '
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, HClHWAYl ~ i , __-.:1>" m.
~ " I ! ........ --\ -;:::0 ,
~ i i -<,'1-
, 1\ " - f
__ , i ,Q Ie..:> II
, .'+00 82+00__________. 113+00 i I B4+OO I ---\ 0 i \T1
.....! _____~ ! ! : ..:-<r- i]:P!
... ... 1-...... --".- .. !' -----1-+ ,I ! "C~L1-~ I n
~ ," '! I f 0-'-' ,
'@o '.[ -~--------+-I!', ' ' = 7' co I
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n -+-'i. - -- I -. 1- --'-- _ I _ I >H... ! I I)> f .'
>< ,---.- - I--+- - t - ' r' -
. t62' I 1-1t>', I
l! ~ ~ flli' I I ,
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~ \ ' - ------- .--.--- -- " I'" 1-, ,
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i -" - - ~-rfl-- -,---- rl! -=-=. ~~ ~-=- -=----=- -=-.--=.. ~ ~ -=--=- ----v.- ~-=:--.:..--=-=-; ~=--=. ~ --=------=--=---=---=--=- / __,I -==-=-!----+----~ - ,-T--f= ---
~ ',t.=J______1_ I If / I!
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! ~
I!! PROJECT NO: 050037-JOl _ DESIGNED BY: JRESLER NO DATE BY REVISION DESCRiPTKlN I
t PROJ"" DArr, __ CHECKED "" IOWA HWY 1/ US HWY 218 RAMP SlGNALlZAllON HGl-INAY 1 SHEET '0.
~ 001 CArr, f.b,",~ '.0_2006 ""H4.,.m" "',","" JRESLER J DE . A .lTA11. CITY OF IOWA CITY DILEMMA ZONE I ADVANCED DETECllON N 03
s CAD RLE:~~9~0037--l9~w(]s\Ct\N\N03.DWG (RPLATNER) Jlllin~!.13i~l}g_ lance, Inc. 'OWA COY, KJWA .
~ - I I
I -4" TRAFF" S;GNAGE
'fV @ @ 0
: ~', ~ [i] ~
R3-5L R3-6 R3-5R
30"X3S'" 30"X3S" 30"X3S"
(1-REO'O) (1-REO'0) (1-REO'O) ~R/W --- ~ ^
\ R~- A
~, j/- - ~
'- -R/W" --- - 0 ';;:
, ~O . ~
-'-----. ):> =-1 ::xl ~
- O~ - I
-0 e..:> rn
7.~ ;po cJ
-:JJ :Jt
0-- CfJ
5TA. 1570+00.0 :2:/' ..
KOU )> ~
TOP OF FOOTING .....l
ELEVATION = 757.89'
\ I
'\,+00 '...+00 1~71+OO, 1572+00 1573+00 157<+00
\ -----
k\ 8 . "'& "'& · Rl.~. , · ---~--
-1- -1- J
. a"", \ <177= ~ STA. 1569+ 79.0 ~ ~ SlA. 1573+69.0
~ ~ V USHCliffAY2laSBEXlTRAW ~ -& 88
, \ >
~ -?",g ~ ~ @ -- ----- . .---~- -- -::.==-=-=
'~I 27.5' RT 6 lc (LOOP) p 27.5' RT
\ 390' OF 2" PVC
\ 1-2c (OET)
. TR!PR
\' \\ ABBREVIATIONS
\ __ /---'--,/-"---..., 51G SIGNAL AND PEDESTRIAN HEAD CABLE
, /r- '-. ~PED PEDESTRIAN CASU:
\ \ \ /~V '.J CNTRL\. SIGNAL CONTROLLER POWER CABLE
'\ ~\ '" /----''y STLT \ STREET LIGHT POWER CABLE
,\ ~ ~. . N I NEUTRAL
\ -. /'~ , LNl( POWER - LINE 1
/ ~~ LN2, POWER - LINE 2
\\ \\ \ ~-, /~J"v GR) GROUND WIRE 1e #6
\ \\ -- / "v~ I TRj TRACER WIRE lc #10
/..~ ~, ~~~
, \ \ ~ \ / r---'.Y1 FUSED WY[ CONNECTOR FOR STREET LIGHTING
\ n~!\ ,C; /j;. \ I "'v ,r ) Y2 NON-FUSED WYE CONNECTOR fOR STREET UGHTING
\ "0 "'-:- \ \ / L1 FUSED IN-LINE CONNECTOR FOR STREET LIGHTING
\ ~ \ \ \ ~ "" r---/ l2 NON-FUSED IN-LINE CONNECTOR FOR STREET LIGHTING
v \ '- \ "~ / JB JUNCTION BOX
\ '--?' J / ~ / VIDEO COAX VIDEO DETECTION COAXIAL CABLE
~ \ I L-.. f i ----- VIDEO P /F VIDEO DETECTION POWER/FOCUS CABLE
:Z \ \ \ "\ l ,/ LOOP LOOP OrrECTOR WIRE IN TUBING. lc#14
~ \\ \ \ \ \ f'--"~ DET SHIELDED LOOP DETECTOR LEAD-IN WIRE. 2c#14
~ '--) '.., j COMM COMMUNICATIONS CABLE (COPPER)
/ J / ;~/ FO FIBER OPTIC CABLE
{ L..\ [ } St.1 SINGLE MODE FlBER OPTIC CABLE
~ \ / t.1t.1 MULTlt.100E FIBER OPTIC CABLE
>- :\' , ~
. ~ \ ", I---~
, \' \ --, " ,
" \\ \ ' L (.~/
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~ PROJECT NO, 050037 JO' DES'.N" BY, JRESLE" ~I '''''",ON DE"'R'PI'ON I ~ ;;., i IOWA HWY 1/ US HWY 218 RAMP SlGNAUZATION HIGHWAY 1 SHErr NO.
" PROJECT 0."", CHECKED av, .tJ.\ . . CITY OF IOWA CITY DILEMMA ZONE I ADVANCED DETECTION N 04
~ CAD DATE: November 15 2005 6:26;57 D.m. ORAWN BY: JRfSLER EniQ..neeTln Alliance Inc. .
S CAD FILE: S:\PROJ\050037-J01\cod\dwo'\Ct\O\OO2.DWG (RPLATNER) :::.::..:... _, 'l)WA CITY, toWA
---------- -
I ~ / , A, I
~ I . .
'5' OF 4" PVC k I'" ~
2-40 (SIG) ii/ . " ~
" '-"90 (PED) ~ /0 '95 OF 2 PVC / ,
SUGGESTED AM PEAK TIMINGS (SECONDS) '-VIOEO COAX. P/F \~ .8> < 84//"l ;R}~R (DET) 200' OF 2" PVC '"
I 2-'0 #6 (STLT) 'Ii' , 20 (DET) .....- '
, IOWA HIGHWAY 1 AND US HIGHWAY 218 GR/TR/PR ~QJ t..... //82/ I) / (SEE SHEET N.D4) '-VIDEO COAX. P/F
PHASE , 2 3 4 5 6 7 8 CD '_'_'_ V / /.. / GR/TR/PR
MINIMUM GREEN '0.0 7.0 '0.0 '0.0 ,,_y,' - . - ~~_ . ..i I. 8'/ ffi (SEE SHEET N.03)
PASSAGE 3.0 3.0 3.0 3 0 J' . '-Y2 .D> /' 83 / I'/- . -/ ~
MAXIMUM I _ 44.0 11.8 24.0 '7.2 ." oJ ". / "-/ / . -. --------- -------------
MAXIMUM II V '-J
YELLOW CHANGE 5.0 5.0 5.0 3.6 i ,: [I]
RED CLEARANCE 2.0 3.2 2.0 3.2 . 70' OF 4" INNERDUCT 110' OF 4" INNERDUCT
WALK 10.' I . r:::::-, '70, 2 40 (SIG) , 90 (PED)
PEDESTRIAN CLEARANCE ~ ~ I , ~ 2-VIDED COAX, P/F 3-20 (DET) [ 22 ] DETECTOR SUMMARY
ADDED INITIAL <( . . 2-1c #6 (STLT) l-VIDEO COAX P/F - _.
TIME TO REDUCE >-" 2-6SM/6MM FO GR/TR/PR ' IOWA HIGHWAY 1 AND US HIGHWAY 218
TIME BEFORE REDUCTION ~ .;'. @ GR/TR/PR [ - - ] z
MAXIMUM GAP ~ I / _2~ ~ 0 d
CYCLE = 755. r--. II";' .@@ => ~ 0 Z
THE CONTRACTOR SHALL VERIFY THE PROPOSED TIMINGS WITH THE CI1Y PROJECT ENGINEER II) W/ 51 15' OF 4~ PVC [ --51 ] DETECTOR m :; ~ ~
, . l-Yl 1 7c. 1 4c (SIC). _ _ NUMBER ~ 0; ~ ~ D. (I) COMMENTS
SUGGESTED PM PEAK TIMINGS (SECONDS) '-Y2 , '-VIDED COAX. p/F in 1i' >- W u. Ii!
IOWA HIGHWAY 1 AND US HIGHWAY 218 r;;;;-, Ho #6 (STLT) :5 ci !5 ~ 0 i!i
PHASE 1 2 3 4 5 6 7 B I ~ dR/TR/PR 9 ~ :::: a. ~ ~
MINIMUM GREEN 10,,0 7.0 10.0 10.0 0. ,. ~ 21.22 VIDEO 2 1 X
PASSAGE 3.0 3.0 3.0 3.0 f f7:\ 0 23,24 6'X8' 2' X
MAXIMUM I 44.0 14.S 21.0 17.2 . . ~0~ M 25.26 VIDEO 2 1 X
MAXIMUM" ,'f3\ \.=J ~ HIGHWAY 1 27,28 VIOEO 2 2
YELLOW CHANGE 5.0 5.0 5.0 3.6 .' \::V . @ f81\ 51 VIDEO 5 1
RED CLEARANCE 2.0 3.2 2.0 3.2 ,I ~ 61 VIDEO 6 1
WALK . <Ie. @ 62 VIDEO 5.0 6 1
PEDESTRIAN CLEARANCE 4{-1s 63,64 6'X8' 6' X
. ADDED INITIAL I . ,. -4...9, 65,66 6'XS' 6 1 X
TIME TO REDUCE . ,If.( 67,68 6'X8' 6 2
TIME BEFORE REDUCTION I 85' OF 4" INNERDUCT 81.82 VIDEO 8 1 X
MAXIMUM GAP . . [ - - ] 1-4c (SIG) 83.84 VIDEO 5.0 8 1 X
CYCLE ~ 75s. " _6~ _ '-VIDEO COAX, P/F @. "'" 85,86.87 6'X8' 8' X
THE CONTRACTOR SHALL VERIFY THE PROPOSED TIMINGS WITH THE CIlY PROJECT ENGINEER . " 2-1c #6 (STLT) tJ1 88 6'XB' 8 1
. 2-6SM/6MM FO
'65' OF 2" PVC , . [' - - I GR/TR/PR f62\ ...oL f;
4-20 (OET) " , 62) '50' OF 4" INNEROUCT '.::.::J """'" ~ ,...,
'-6SM/6MM FO "'- '-40 (SIG) = g
TR/PR . . ........... 1-V1DEO COAX P IF Sj 250' OF EXISTING 2- CONDUIT ( ) r:;T'"
" f4l -../ 2-'0 16 (STLT) s:: EXISTING LIGHTING CIRCUIT (REMOVE)ZO :l:<
. . L.:J '-6SM/6MM FO ~ '-L1 ~;6,;~/6MM FO J:> ::::\ SO 11
--------------- -----r\=.-. GR/TR/PR ~'-L2 I -< - ;::::
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) 10' OF 4" PVC z/' ".
f ' 40 (SIG) ""'" Ul
PHASE SEQUENCE CHART '" \ ~ '-VIOEO COAX, P/F ABBREVIATI~S ....!
~ ---@--"_n _~. w I ~5, OF#; (SPVTLCT) \ "" 2-10 #6 (STLT) SIG SIGNAL AND PEDESTRIAN HEAD CA8LE
PHASE ~2 ~ ~ Cl - c '8l GR/TR/PR PED PEDESTRIAN CABLE
~8 ~ I GR/TR/PR \ en CNTRL SIGNAL CONTROLLER POWER CABLE
r&:r GJ STLT STREET LIGHT POWER CABLE
NUMBER 5 --@-- ~ 245' OF 2" INNERDUCT I ~ \ N NEUTRAL
, '0.3 ILNll '-L1 'E LN' POWER - LINE'
~ Ho ;3 (LN2) , L2 II ~ & LN2 POWER - LINE 2
z $2+$5 $2+$6 $8 , , '3 (N) , 2 AT 5' EACH 4" PVC ^3 COIL 50' OF GR GROUND WIRE '0/6
~ - c w "'\fJ. ~ TR TRACER WIRE lc 10
~ 21.22 G Y R G Y R R R R R TR/PR '-70, 4-40 (SIG) '-'0 #3 (LN') PR PULL ROPE
~ I 5' OF EXISTING CONDUIT 7 2-90 (PED) 1-'0 #3 (LN2) Y' FUSED WYE CONNECTOR FOR STREET LIGHTING
~ 5' ~"'f- R R R R R R R R 2-'0 #6 (STLT) t 4-VlDEO COAX. P/F '-'0 #3 (N) Y2 NON-FUSED WYE CONNECTOR FOR STREET LIGHTING
2-1 c #6 (STLT) AT THE BASE OF THE UTILITY POLE L 1 FUSED IN-LINE CONNECTOR FOR STREET LIGHTING
~ 61,62 R R R G Y R R R R R I GR/TR/PR 2-6SM/6MM Fa FOR CONNECTION BY OTHERS L2 NON-FUSED IN-LINE CONNECTOR FOR STREET LIGHTING
, 'T JB JUNCTION BOX
~ 81 R R R R R R ~"'f- R R I GR/TR/pR VlDEO COAX VIDEO DETECTION COAXIAL CABLE
: ^ VIDEO P /F VIDEO DETECTION POWER/FOCUS CABLE .
! G.L.l...l ~ ,. LOOP LOOP DETECTOR WIRE IN lUBING, 1c#14
Ii 82 R R R R R R ~ Y R R -4: ffi COIL 50' Of 1-9c (PED) .& R...PLACE EXISTING JUNCTION BOX WITH DET SHIELDED LOOP DETECTOR LEAD-IN WIRE 2c#14
8 83 84 R R R R R R -&"* R R IN JUNCTION BOX #2 NEW JUNCTION BOX ADJUSTED FOR COMM COMMUNICATIONS CA8LE (COPPER) ,
~ ' FOR FUTURE USE. F!NISH GRADE. INTERCEPT EXISTING 2" Fa FIBER OPTIC CABLE
>< LIGHTING CONDUIT. SM SINGLE MODE FIBER OPTIC CABLE
~ MM MULTlMODE FIBER OPTIC CABLE
~ PROJECT NO: 0500J7"'JOl DESIGNED BY: JRESLER NO I CATE f!Y REVISION DESCRIP1l0N llii: & IT
" '",,",'CT "'TEo OHEC<ED sy,_ . IOWA HWY 11 US HWY 218 RAMP S1GNAUZATlON HIGHWAY' SHEEr "0.
: CAD DATE:..februorv 20 2006 11.:24:57 0.("1), DRAWN BY: JRESLER , . . 1 . CITY OF IOWA CITY WIRING DIAGRAM
~ CAD fiLE: S:\PRQJ\0500J7 J01\cad\<jwq~t\N\N05.DWG (RPLATNER) Eng!..netj!!IJg~ Alhance, Inc. 'DWA CITY, 'DWA N.05
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~ ^ COIL 50' OF 1-6SM/6MM FO I ! HCHtV'AY 1 1-VIDEO COAX, P IF Ii{'
m IN JUNCTION BOX #9 FOR I ' 2-'c #6 (STLT) .
CONNECTION TO SIGNAL CONTROLLER. ! \ I 2-6SM/6MM FQ . {
CONNECTION BY OTHERS. I Ln. ,8+c'o GR/TR/PR {
74+00 75+00 ! r I 78+00 +00 ; 'Ci .
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// --I I I TR/PR ---4-'
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~~/~/--STA."'73+56.7 - ---=--=~ ~ 74+685 -{=-=-L 7-:=- 0-- STA. 75+98.5-~P 13. ~-::=- T 0 -S";::-77+08:--- --T --- -~- "',
" 8/___ 43.5' RT 286' RT' I 130' OF 2"rPVC I 284' RT p 110' OF 2" PVC 28.3' RT 1_ STA. 78+73.3 I '-
& 2" PVC 115' OF 2" PVC i 2-2c (DET) \ 3-2c (OEr) . 28." RT ,
(BY OTHERS) 1-6SM/6MM FO I , -6SM/6MM FO \ , -6SM/6MM FO I \
== STA. 73+56.7 iR/PR ~/ TR/PR _ \ TR/PR POT STA. 15~:2S;.~/(:~~\/~~W~~j I ~
50.3 RT____I . r~ \ _ ~
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81+00 2-1c /16 (STLT) 82+00________ " 83+00 j! 84-+00 j 10.... 'f !
2 SSM 6MM Fa ------- --::--.~ _ If!!' 1___ _
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~ S':i' ;~A8 8~;245 I L _ _i;J~~!~MM_~ _ _ d"'=- _ _- I .'~. (REUSE IN PLACE) =-~-f,,~,;----;~+-=~---- r--i------
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PROJECT "0, 05003H01 OES~"EO B"Y, 'RESLER ~ "'TE B"Y RE\,;'O" OESC'''"O" I IOWA HWY 11 US HWY 218 RAMP SlGNALlZAllON
PRMCT DATE, CHECKED 6Y, . . . CITY OF IOWA CITY IN1EACONNECT N.D6
CAD DATE: Februtl!'y 20 2006 11:26:16 (I m. DRAWN BY: JRFSLER En~ne~ng AllIance Inc. OWA CITY 'OWA
CAD flLE: S:\PROJ\050037-I01\cod\dwos\Ct\N\N06.DWG (RPLATNER) ... ~ , ,
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II! ! JUN~TION BOX EXISTING LIGHTING CIRCUIT (REMOVE) I, '- I / / / / (REUSE IN PLACE)
;! I i (REUSE IN PLACE) 1-6SM/6MM FO !........ /
f! ! J TR/PR i........ / / / / / 115' OF 2" PVC
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;; PROoJECT NO, 050037-JOl "SlGNEO BY.. JRESLER ~I """'ON OESCR\PnDN j ~ ~ 11 IOWA HWY 1/ US KNY 218 RAMP SlGNAUZATlON HIGHWAY!
~ PRMCT DATE, '",eKED BY . " i I . CITY OF IOWA CITY INTERCONNECT N.07
Ol CAD DATE: Febrvorv 20 2006 11:28:00 (I.m. DRAWN BY: JRESLER En~ een:J1g Alhance Inc. IOWA CITY KYNA
!: CAD F1LE:~~.H~Q500J7 J01\cad\<;lwos\Ct\N\N07.DWG (RPLATNER) ........ ............. . , ,
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\ \ f!Jf I \ 120' OF EXISTING 4" pve '-.,~ -----------~-"'"
\ \ 1/ : ~ EXISTING 6-2c (OET) ~-~ ~~---....."
\ ' , " \ EXISTING 2-7c, 4-4c (StG) ----- ---------
\ \ '__'_~~ // I EXISTING 2-1c #8 (STLT)
~'_______~_.~..- ",,/" I : ~ EXISTING 2-VIDEO COAX. P/F
_______ \ \ _______.Y'" I \ I EXISTING 1-6pr #19 (COMM)
____--.,--- \ \ _____'- \ \ EXISTING GR/TR/PR
\ \ ._______" I I __~ 1-6SM/6MM FD
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\ \ EXISTING 1-7c, 2-4c (SIG) . -~ -~-~---
\ \ EXISTING 2-1 c #B (STLT) -- - - --~--------
\ \ \ EXISTING 1-VIDEQ COAX, P/F . -~ ~ ------- --
\ \ EXISTING EXISTING GR/TR/PR ..---- ---- ------~--------
\ \ JUNCTION BOX \ 1-6SM/6MM FO --------------- -~--
_"________________---1---+------ (REUSE IN PLACE) .&. I r --- --- --------
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\ \ _____~ \ EXISTING 12-2c (OIT) __---------1 //
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._____ \ \ -________ ~ EXISTING 2-1c #8 (STLT) / .../
\ \ ~ ~ EXISTING 4-VIDEO COAX, P /F / __-------
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g PROJECT NO: QgQQJ7 JOl DESIGNED BY: JRESLER NO 0"" IlY REVISION DESCRIPTION ~.~.Jr
, IOWA HWY 1/ US HWY 218 RAMP SIGNALIZATION HGHW'AYl SHEET NO.
~ PROJECT OATE: CHECKED BY:
;,; CAD ClATE: Februarv 20 2006 11:29:35 a.m. ORAWN BY: JRESLER CITY OF IOWA CITY INTERCONNECT N.Da
] CAD ALE: S;~OJ\0500J7 J01\cad\dwoll\Ct\N\NOa.OWG (RPLATNER) Engj,! e~~m.Alliance, Inc. 'OWA aTY, 'OWA
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lOW,., HWY 1 AND U.S. HW'r' 21!l
I FOOTING AND JIJNC"OON eox QUANTmES , Pull 'c.lO , Bo~ 1e3 ," loo Wl~ Shielded Detector COO>l Powlllr Focus FIber 0 tie Cllblll Pod
IOWA HW'I' 1 AND U.S. HW"( 218 rrom To '0 Tro.;or Co , Powlllr Strut Li hi n Tubi" " " leGdln 2, " Video Camero OS" '"" ge14 "" 7e14
Junctioo Junella,. Servi<:1II Pole Controller .55
'0. e" Contrt>ller 51 nol Pole No.1 '" '" eo
Concrete TYpl!l Type 2 Controller 51 nol Pole No, 2: '" "5
. '.ro Location Foot1n"$ 17"x:ro" JO"x.s- COMIolENTS Controller 51 nol Pole No. J 115 115 115
51 nol Pole No.1 1 03.0' Diameter X 14,0' Dee Footil'l Controller JunctiOl'l Bo" No.2 185 --
S' nol Pole No.2 1 3.0 Dicimeter X 11.5 Dee Foolill Controller .. , Street . il't Pole '50
S' nol Pole No. J 1 3.0' Diameter X 11,5' Dee Footin Controller 51 "':II Pole No.1 70
Advonced Overheod S' n StructUIlI 1 J.D' Diameter X 16.0' Deep Footi~ Junction Box No.1 511'101 Pole No. .3 210
. Relocated Street U hi Pole 1 Concnlte Footin w sliD- Bose (Se. Iowa OOT RI.l-"'6 and RI.l 47 Junction Box No.5 Existing Str.et Ught Polo 400
Junetlon Box No.1 1 Junction Box No.4 51 nol Polo No.2 '60
Junction Box No.2 1 At Si9nol Polo No. 1 110 55 20 219
Jun<:tion Boll No. :5 1 At Si nol Pol. No.2 110 55 1,",
Junction Box No, 4 1 At Si nol Pol. No. .} 110 55 190 "
Junction Sox No. 1 ., H , Street U ht Polo 55
JUnClon xNo.6 1 - Existin Stre.tUhtPole ~~_ Box No. "& 110
unclon . o. -
-; - """""'~ --- I-- '"'5
" Ion Box No. e Controllor Junction Box No.7 480
Junetlon x No. 9 1 Controllor Junction Box No.8 1190
Junetlon x No.1 1 Controllor Junction Box No. 9 330
Junction Box No. 11 1 Controller Junction Box No. 10
Junction Box No. 12 1 Controller Junetion Box No. _11 720 -
At Junction sOx No. 6 - 254
TOTAL - 5 11 1 At Junction Box No. 7 252
At Junction Box No. 8 252
At Junction Box No. 9 - _"0 '"
CONDUIT QUANTITlES ~_ JuncllarI 60-.; No. 10 J43 -
IOWA HWV 1 AND U.S. HWl' 218 At Junction Box No. 11 111
Trenched root Bo~d feet Junction Box No.9 Junction Box No.8 171
r~ To 1-Dia 2.0io 2. Dia. ....Dio ....Oio. 2- Dia. 4. Dio. Junction Box No.8 JunC:tiofl Box No.7 '"
Junction Box No.7 Junction Boll No. 6 116
eve - eve INNffiDUCT eve INNERDUCT INNEROUCT INNEROUCT Junction Box No.6 Junction Boll No. ... 171
ServicoPolo Controller 85 160 Junction Box No.4 ~~ion Soll No. 5 182
Controller Junction Box No. 1 10 Junction Boll No. 5 - -- 152
Junction Box No.1
Junction Boll No.1 S' nol Pole No.1 15 Junction Boll No. 1 Controll.r 30
Junction Box No.1 Junction Box No. 2 110 Junction Boll No, ... Junctiofl Bo-.; No. .} 156
Junction Box No.2 Junction Box NO. 9 200 .-- Junctlon Boll No.3 Junction 80-.; No. 2( I 256
Junction Box No. 9 Relocoted St~t ,"010 5 Junction Box No. 2E Junction Boll No. 3E '"
~,!:nction Box No. 9 30 Junction Box No. JE Junction Boll No. "'E '"
Junction Boll No.2 Junction Boll: No. 10 195 Junction Boll No. Junction . No. 121
At Junction Box No. 10 15 Junction II No.5 Junction Boll No. 60'
Junction Boll No. 10 Junction Box No. 11 390 Junction Box No. 6 Junction Box No. , "
At Junction Box No. 11 15 " PO llNo. Junction . No. --- - 126
Junction Box No.1 Junction Boll No.5 70 JuilctlOn Boll No. BE unc on Box No. 9E 126
Junction Box No.5 Si nal Pole No. 3 --- 16 unction . o. COntroller - 21
Junction Box No.5 Junction Boll No. 4 85 Th" hout 3535 3535 795
. Junctian Box No.4 Junction Box No. 1 E 85
Junction Boll No. 4 JUf\Ctior. Boll Mo. 3 55 95 SUB TOTAL .. 3535 '535 79' 855 1480 1460 3370 1080 '088 "5 109' 179
Junction Box No. 3 Si nol Pole No.2 10 EXTRA 10' 106 " 26 .. .. 101 , " " 7 33 5
JUncliOll Box No.4 Junction Bo_" NO. 6 16_5 --- TOTAl '"' 3641 3641 8" 881 1524 1504 3471 1112 3181 252 1126 '"
At J",ncUon Box No.6 30
. Junction Box No.5 Junction Boll No.7 110
At J",nction Boll No. 7 30 SAW QIJANTlTIES IN FEET SIGNAGE OUANTrTlES
Junction Box No.7 ~~ctlon Bol( No. 8 130 IOWA HWY 1 AND U.S. HW'f 218 - IOWA HWY 1 AND U.S. HWl' 218
At Junction Box No. 8 30 -----:--_~_ FROI.l SAW CUT LEGEND lETTER 'S' ! 'c' '0' '[.
June'on Box No.8 Junction Box No. 12 115 Junction Box No. 5 " SIGN 'TYPE Left Turn Signal Left T",m Only Lone Use (Thru / Left) Right Turn Only
Junction Box No. 4E Junction Boll No. Sf 115 Junction Boll No. 7 70 S~E 2.4.....30. R10-1Q I 3D.de. R3-SL 3Q-1I36. R3-6 3Q.1I3&. R:3-5R
Jun 'on Box No.5 Jul'lctior. BoK t.lo. 6E 600 Junction Boll No.8 70 lrdOUNTlNG L.OCATlON Horizontol Ann Horizontol Am:! Honzontol Arm Horizontal Arm
Junction Boll No.9 " Slgnol Pole No.1 1 -- --
SUB-TOTAl - 150 2110 85 SO 55 160 '60 J"'nction Box No. 10 122 Signol Pole No, J -- 1 1 -1.-
~: , 10' . , ~ e 18 Junction Box No. 11 31 Advanced Overhead ~n Structure 1 1 1
TOTAL "'" Totals_ , 2 2 2
TRAmC SIGNAl HEAD QUANTlTlES
TRAmC SIGNAl / STREET UGHT POLE QUAN1TT1ES IOWA HWY 1 AND U.s. HW'f 21 B
3-Sect. J Sect. 12.. Red 6o1l 3-Sect. 12. RIId BoIli4-S6c\. 12. Red, "fellow, and ~Cre.n Ban.
lOWA. HW'( 1 NoID U.S. HIIl'l' 118 Po" Signol Head 12' w/ Yellow and Green wI Yellow and Green w/ Left Turn AtTOIII Bo,' WOl,intin
Pole lrda.t:~ SiQnal Stfe.tLlght No. Numbert's) RYe left Turn Arrow. Riaht Turn Arrow. ~o1. OH ~...
N'. len h Head Sl'W1cin Po" ..~"" 1 " 1 1 1
A , C D 1 21,22 2 2 2
,. ,. ,. ,. ,. 2 61,62 2 2 2
'1 " 55 ., 31 Inclu~ 15' sin Ie member luminaire arm with 30' mountin h.ihtondonchorbose , 81 1 1 1
., '5 ., 31 lncl",de 15' sin Ie member lumlnaire arm iIIith .30 mounti hel ht and anchor bose , 82 1 1 1 ""
=
., 48 ., ,. 22 Include 15' .in 1. member luminaire arm iIIith 30' mountl hei ht and onchor bo.. , 83,8-4 2 1 1 1 0 =
.. " N A Include onehor base - no luminalre arm Of luminoins odvonced sin structure "'"
T01Il.L _ . 2 2 1 . 8 1 ~~ ::K
;po II
.pOLES ARE SUPPUED BY THE CITY AND DElIVEREO AND INSTAU.EO BY THE CONTRACTOR. :xl
OTHER STREET UGHr QUANTTTlES 0-< - I
IOWA HIIl'l' 1 AND U.S. HWY 218 -0 e..:>
TABULATION Of w.JOR SIGNAL EQU1Pl.lENT WYE CONNECTORS 120 Volt 250 Walt HPS ;:;!M IT]
LOCATION NEW EQUIPMENT LOCATION 11 " Yl YO Luminaires ""
INTERSECTION NEI.lA CONTROlLER CABINET W 18. RISER 4 CAl.lERA VIDEO ~mRY EW:K UP CONCRETE CABINET At Si nol Pole No.1 1 0
ANO ACCESSORIES I.lEfER SOCKET omcnoN SYSTEM SYSTE" FOOTING ANO'- PAD ~- At 51 nol Pole No.2 , -::D :rJ:
2 BREAKER DISCONNECT ~_SiQnol Pole No: J 1 ~7' CP
IOWA HWY 1 AND U.S. HW'f 218 1 1 1 , 1 Exi.tin Street U hI: Pole 1 -- ..
TOTAl .. 1 1 1 1 1 ~~Junction BJ_ll No.1 i 1 )> Ul
At Junction Box No.5 1 1 .....I
At Junction Ball NQ. ... 2
At Junction eo" No. lE 1 1
At Junction BOll No. J 1 1
.
TOTAL _ 2 2 2 . .
PROJECT NO: 050037-JOl DESIGNED BY: JRESLER f1l RE\IISION OESCFlIPTION I ~.~lf . IOWA HWY 1/ US HWY 218 RAMP SIGNAL1ZAllON HIGHWAY 1 SHEET NO.
PRDJECTOATE; CHECKED 0'1": CITY OF IOWA CITY OUANTITlES N.09
CAD DATE: Februarv 20 2006 11:30:32 a.m. ORAWN 6'f: JRESlER Eng!"ne ggAlhance, Inc.
CAD FILE: S:.lPROJ\OSO037 J01\eod\dwas\CI\N\N09.OWG (RPlATNER) OWA CITY, KJWA
-------
Anchor nut covers as specified
/ ~~~~:~e h:l~n~:~~~~:;:r~ ~~ ~M~:f;~~
.-._.._. __." I""~jw~"~" ~~ wl-'~~"'w~
by pole manufacturer.
leveling nuts under pole base far
2"0 Spare Conduit raking pole.
. (Threaded and capped) Metal strips far skirt.
Unpaved Area 1 /2" expansion material.
]'-0" Finish Grade " Anchor bolts os specified
--.l Area by pole manufacturer
. Grade
6'"
5/8" Copperweld ground rod.
Mounting Plate for lumina ire. _______________
Field drill bolt pattern.
Position Mounting Plate to - "
be 27':f:: from pavement surface. o .
u
Signal Head " 0
Signal Head " u L
0",
centered on centered on "'
opposing opposing "
lone lone Street Nome 06-
Tcoftie / -w
/ Control Sign Sign L_ MAST ARM POLE FOOTING SCHEDULE
(Typical)
/ "V" Bars
MAST ARM FOOTING DEPTH ''V'' BARS "s" BARS
LENGTH DIAMETER el)
S S I L 35 ------.J -"..~ 7'-6" 8 - #7 BARS x 7'-0' 8 - #4 BARS @ 12"MAX
Varies G 0' OR lES 3'-0"
~ I 22' - 28' 3'-0" 8'~6" a - 17 BARS x a'-o" 9 - 14 BARS @ 12"MA:(
30' - 44' 3'-0" 10'-6" 8 - #7 BARS x 10'-0"11 - 14 BARS @ 12"MAX
46' - 48' 3'-0" 11 '-6" B - #7 8ARS x 11'-0" 12 - #4 BARS @ 12"MAX
"5" BARS
50' - 55' 3'-0" 12'-0" 8 - #7 BARS x 11'-6'16 - 14 BARS @ 12"fAAX
V'BARS
0 56' - 60' 3'-0" 14'-0" 8 - #7 BARS x 1.3'-0"16 - 14 BARS @ 12"MAX
. 0 61' - 70' 3'-0" 16'-0" 8 - #7 BARS x 15'-0" 16 - 14 BARS @ 12"00
0 MAST ARM POLE FOOTING SCHEDULE
:f::19'-Q" NOTES:
PEDESTRIAN ~ ~ MAST ARM POLE FOOTING GROUNDING SHALL BE IN ACORDANCE WITH SECTION 2523.04
SIGNAL 1.
- - - AND ELECTRICAL TESTS PERFORMED IN ACORDANCE WITH
15'-6" 25.6' (C:lUNTI SECTION 252.3.21 OF IOWA D.O.T. STANDARD SPECIFICATIONS
Min. Max* ~" FOR HIGHWAY & BRIDGE CONSTRUCTION.
R10-4 __ rUSH 2. TOP AND BOnOM "s" MAY BE WELDED TO Y' BARS.
SIGN -- e~~N REMAINING "s" BARS SHALL BE WIRED TO ''V'' BARS.
w 10'-0" Normal J. IN PAVED AREAS, TOP 5" OF FOOTINGS SHALL BE FORMED
PUSH ~ SfGi'l>.L 8'-6" Minimum IN A 3' x 3' SQUARE. EXPANSION MATERIAL SHALL BE PLACED
BUnON -..........@ 14'-6" Maximum BETWEEN FOOTING AND PAVED AREA.
4. SPARE CONDUIT IS SUBSIDARY TO THE POLE FOOTING.
7'-0'" I
f - Top of Ba,e flu,h with Sudoee
3'-0" ,...,
0 =
=
Paved Median/ISland C"'
~O ::n:
...,;....: )>:::! ". --n
, 7.1
: '.:. :.:". .... :",.. ~. :::':. .::.: -.:7 .~: :-f':' '\ -:: : -. ,_-.; ..~. . -":_:- ::: .:". :""::"~! : ~:" l,_":~"...':. ::".. ".~ . -
~.'" . 0 - t;=;
-0 e..:>
n- ~ :::2, ".
. -m ::n: 0
STEEL MAST ARM MOUNTINGS . -:JJ
Varies- See Tobie ~7' <:f?
. ..~
. )> ()1
-J
* Maximum height dimensions to signal heods ore LJ See Plans
meosured to top of signol housing.
For signal heods less thon 5.3' from the Stop bar,
refer to the MUTeD for maximum signal head
height.
~ REVISION DESCRIPiION I JM: ./1.]f All' IOWA HWY 11 US HWY 218 RAMP SlGNAUZATlON HIGHWAY 1 SHEET Na.
PROJECT NO; 0500.37-JOI DESIGNED BY: JRESLER ~
PROJECT DATE: CHECKED BY: CITY OF IOWA CITY DETAILS N.10
CAD DATE; Februarv 20 2006 11 ;.31 ;44 a.m. ORAWN BY -.lRta-~ lll.ne~gg_ lanCe, Inc. IOWA CITY, OWA
CAD ALE: S;\PROJ\0500J7-J01\cad\dwcs\Ct\N\N10.DWC (RPLATNER)
NOTES . - I
1. lJnlJsr:>d stubs I.^/!!! be thrsoded and capped ,t.':th threaded mete! pipe cops.
MAII'J SIt(ttl~IUl 2 t dO b h' .th #6 .
o All used stubs will hove me 01 9roun '"9 us '"9 WI Wlreo
r ~ 44" NOTE: See plan for conduit sizes. 3. Minimum clearance between conduits will be 2".
. I 40 Minimum clearance from sides will be 10".
,.. See Not, 4 5. Unused stubs will extend out beyond the base not less than 18"'.
. = = 6. All stubs extending up to the surface of the base shall not be less than 1.5"
." d',~ . J I and not be more than 3" above the surface of the base.
III . ~IJIII 7. Pipes and cops sholl be held In place with an approved tie bor before the
s. 0 8
. base is pouredo
See Not, 4 0 32" B. Forms mode of suitable material to maintain the dimensions of the bose shall
r r be usedo
9. All stubs extending above and below the base sholl hove the pipes capped
. ..... '.. . before pouring the bose, except where the pipe stub is to be used. Those stubs
Controller Location Station ..~ '. .... 4 used shall be connected to the conduit network and copped on the ends
.. .
. .~;." . 5/S" C d extending up to the surface of the base before the base is poured.
opperwel
;,..... ... .. Gcoccd Rod 10. Conduit connected to the conduit system sholl be connected by 0 threaded
.' :.~ .... coupling such os that supplied with conduit or on Erickson type connection or
.' . . . d:' . 36" opproved equaL No set screw type connector will be allowed.
" 'l.W .l,_' :..:.. :. .
:.,'. .... '. ~', ,', Controller Cabinet
" It' ....
Meter
'".. . 2 Breaker Disconnet wjCircuit
.. ~:. ,w Breaker Protection
= Meter
Outside Dimensions of
. Concrete Sidewalk Controller Cabinet
CONTROLLER CABINET PLAN 0
. Photo Cell
1/1
III
" . " I r...)
r 1.5 min. 3 max. Placement of anchor I _ c;::)
bolts per manufacturer's I 0 gg
I: .... .: '. ;~. 4 requirements Power ~o :It.
.. ..' '.... 00: ". ;'.' Scpply )> ::::j ~ -n
12 ',', ..... '".,~.: :.:.... ".: .' 0-< _ r-
..... - W I
"~I~II:' ;,':'. ; . .;. >:;"'~' ~I'''- ~ ~ ?(><< ~~'<< ~~~~ ~ X~~~~ ;2g :t'" P=1
12"m;cl ......:, .'. ~. :'., ....:....00.111 ;''"::<A~A'"::<.. A'"::<" A'"::<"'"::<,,'-::<,,"::<,,'"::<,,'"::<,, "'-::<","::<,,<<,,"::<,, "<<,<<, 0:0 ::!t \...J
L 'I' . .... '... 30" ~
~;'...:.:;'.:'. .:;:": .:.;.:....~.c~ :2:/'0 cp.
III ;....:.~.. '..... .... III 48":t ~ )> cJ1
L ". -.' ..~....".....,....... .....I
~ ~ .' ~ '.' .. 4 80se Base
1B" 1BM+
min.
4'-0" m;,. NOTES:
3/4" Sto" l Pco"d, 'mooth 'oem "bgcod' 1 0 METER SOCKET & DISCONNECT MOUNTED TO SIDE OF CABINET WITH NO
PENETRATION THRU CABINET SIDEWALL FOR WIRE LEADS.
~ ---------- 5/8" Copperweld
Gcoccd Rod (10' mm) 2 PHOTO CELL LINE wi LEG TO POWER AFTER CIRCUIT BREAKER. VENDOR
SHOULD SUPPLY MAKEUP BLOCK ON SIDE OF INTERIOR CABINET.
CONTROLLER CABINET SECTION POWER SERVICE
~ I' &IT 5H""0.
PROJECT '0, 05003HO' ""0",0 BY, JRESLER 'O",TE BY R"""O' DESCR'P11" IOWA HWY 1/ US HWY 218 RAMP SIONAUZAllON HOHWAY 1
'ROJECT ",TE, ~ CHEC<EO BY, . . . CITY OF IOWA CITY DETAILS N 11
Ct.O ClATE: Februarv 20 2006 11:33:16 a.m. DRAWN BY: JRESLER Englneenn'o Alhance Inc, .
CAD ALE:~PROJ\0500J7-J01\cad\dw!l'S\Ct\N\Nl1.DWG (RPLATNER) ~ ...L..:lo..~' tQWA CITY. IOWA
~-~---
_.~~-
I ---- II
r
3/8-16 UNC
STAINLESS STEEL
HEX HEAO BOLT
W/ WASHER (2)
,
41 S/~rfl)
10
<t ~.
#.......
<17' . ".'
.:.:,...... .....
......
.... ,"
EXTENSION -r-p....
4 3/4" (121 mm) (203 mm
X 4 3/4" (121 mm) 1--
. KNOCKOUTS (8) --i f--1" (25 mm)
Ii
21" (533 mm) .
1. ~
," - c:::>
2" I I ~ g::
(51 mm)1 - )>0 ~ --n
BOX -<:;0 I I
o -
-10 e..:> r
_-<, m
m ,.,. 0
-::IJ ::ll:
~^ C?
JUNCTION BOX TYPE 2 )> ~
.
p'OJ,cr '0, 050037 J01 0"'''''<0 "', JRESLER~ ''''''0' OESC""'0' I JM f1 ~
.ROJ'''' "'-"', C",CKEO "', IOWA HWY 11 US HWY 218 RAMP SlGNALlZAllON I-IOHWAY 1 SHEET '0.
CAD OATE: F:ebruarv 20 200611:34:47 a.m. DRAWN EJY; JRESLER . . CITY OF IOWA CJTY DETAILS
CAD FllE: S:\PROJ\050037 J01\cod\dwllS\Ct\N\Nl?DWG (RPLATNERL Engl.netj!!l} .Alliance, Inc. OWACfTY,'OWA N.12
~
I I
/
/
/
. /
- --'-I.'
'-_____. ! I
I DAVIS, JAMES R. " _~_ '__ ___ __________ J
~ .~ ......~ ...... --- -~~- '-,~ -. ~ -- -- ---. -- ~
, / ___ ~~., __> _ _--- ~7 /'"
\ ,I ,/ / / /1 Ir _.._ -~.- --- .....-- - ~_._ ---- -- ----- r /'
, / I / " /. r ----./ - - ~
\ r;, , I! // / / / __- ...,"",,- _-------.- I
" 'j ( . -- .' ~- '
I ! ! / / / / / --'-.. ./" /,/ '
I I, I ,,' / APPROXlMA~_.RrGHT~WAY~_':;:. - ~.: -
I I I - I '~_! .,' I, ~. /:.. ," ," JI""-i"r- /'. /' /' --
\ I ;SIl:'~'ENCE-~~ 501---rl i / ,f / / /~.. /' /' /' ", r~ -,----- - /" /
I ---..,- iSP INQ IN DITCH' I "
, \ l,~ '
, ,
:::
- -
~ -
,.'\........;;3~::..~:~;; -~.~::
----: " -
.. ~..., "< .""'::< .
" '\ \ \ \ ' ' \ \ ' '\ . \ " ", ,
, ;. \ \ \ \ \ \. US HIGIi'NAY 218\58 EXIT: RAMP\" \ \ \ \ ~ \ \ I
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\ '~-\--;X; --C "...-,.' / 7-~~---',--, -J--/- ~~~__=_----oo""'--~-"""_"../---.~,-,,../-~-,,-___---
\ ) \ - \ ,._-::- ~ -- --=- ~~ _ --.:: -_:- -- =- _ -- ---" ~ -- ;- ::--~..~ -- :-- -:- ::.:. -::- -::: --: --: ::- :=-=--- ~==-:.- :: ~- -=- --=-- ;.- ~=--:=- ~ -- ":- --;=: - == :-,..:; --= ==
\ .. \ q. / ^Y-;:: --- ..-- -- --~ _ _ --- ----- ~- ----- _ --- ~- --- -....... ~ -- ---- ~- --- -~~ --- -- --- --- ~-~-c:::;I-
\ ' / 1. ___ __ _ -- ___ --- ..__- __- ___ _ - __ __ __-..- ______ ..-' .___--- -- ___ -- _ - --;;::::- ---- .--
~" .--- - ~ - - -- -- ~--- -- -- -- -- -- - ,- --- -- -- t- --- ---- ------- -- ---- 0- ~-
\ ~---- -- - ------ --:-~ --- .-- -- ------:- -- -- --- --- --:--- ---- -:: -- --= -- --- ~ ---==-- -- -- ..-- - - --- -- " ".. -- - --..-- --- ---- '-'"' --- ..- --- ---- -
\ I / / / r / ~ __ _ ..- __ _ __ __ _--- ___ ___ ___ ___ .. ____ - _- __ -- .__.- ~_~ - __ -- __ --- _..-- ._____-.c: 0- ::It: __ -
/ /_ ___ ___ ___ __ __ _--- .......-- ___ __ __ _____ _ __ ____ __ _~___ __- __ __ __ __ ___..- __ __ .c;:::~ ~ ~
\ \ \) < / / / ,/. /- ;_---- -" __ ___-....... -:: /:-__ ___ ~_ ~___ ;: _,_ -- __ __ ~ __ :: ___ -:::..--:: __ :- -=---__ __ -- -: __ ---_ -=-- -- __ -- ?--:?'_ _7-1--- ~
\ /.' / / /, / ~ - - ~ ".- -; ~ -" "..-- ,.~~ -,/- - ---- -- - - .- - -- - - ".-" -,/ .-----" ,/,/ ~ ----- 0 -".--
\\ ,<: / /' ___, ,/' /' ,,'/ ,,/" ,/ /' - __ /,/ " ~ ,/ /' ,/ - 0 _eN 1,
'k \' ( ,/,. ~ . /" ,/ /, ,/,' /'"' ,/ " / ,/ ;:2 C/ ,m
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\ \\\~ ! /" / " // /' // ./' /' ,/ ,/' /- ___ -,,/ /" -..)..J ,......--.--.::
. \ 0\\ \ "\""" \ (y ". / / /' / / /' ,/ / / " ,/ /' // ,/ /' / / - 9//'--..,ci> '-
~ ' ,\" \!\ 1 _ ,/ / /' /', / ,. /' /'-,<: v..
Z '\\\\ \\\\"\~/ /' / / /' / / / / ,/ /' / / / / /r'-"'-./)> U'I
~ \ \\ \ \ \ \ \ \ "\\ \ \ '-( / ;' / ( / / / / / / / ~ ./~V,,-,"\./'/'-'/' -I
~ \ \ . \ \ \ \ I ( ,/ / //'-~ / --." ,
~ \ \, \ \ .... \ \ \ \ \ ,,~, ( ) / ! /-1.. ';--yf ''v,,\ / '
~ ~\ CJo!i;:\\\\\\:\\~\\~\ ( // / (/ V; ~ (
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: ~ \ \\ \ \ " \\ ~ , \ \ \ ~'\ \ \ I ; ; \. \ '( -lI-+ SILT ITNeE ,.,--,,/
e "{\'l \ ,,\ \ \ \ ~'" \. , \ I ","/ J )
. ~ ~ \ '\\' \\'\ \'t \ \ \ , \ ~ \ ( " i 1.\ ' ' )"~/
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~ .
"
8 PRQ,JECO NO, 0'003H01 OESIGNED BY, SSOVERS~ ",~SlON orSCRIPnON ~ ~ ~ IT
t PROJEcr OATE __ CHECKED BY: . IOWA HWY 1/ US HWY 218 RAMP SIGNAUZAllON us. f-IGHWAY 218 SOUTH BOl.N) EXIT RAMP SHEET NO.
: CAD OATE: Jcnllorv 26 70061:51;06 D.m. DRAWN F1'I':~TNF;;1L-._ . '\ . . CrTY OF JOWA CITY GRADING AND EROSION CONTROL PLAN
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8 PROJEcr NO. 050037-J01 DESIGNEO 0"1', SSOVERS~ ''''5ION OESCRlP110N I \ \ IOWA HWY 1/ US HWY 218 RAMP SIGNALIZATION HlGH'NAY 1
~ PROJ,cr 1lAT(, CHECKED 0"1', ~ . \ . . CITY OF IOWA CITY GRADING AND EROSION CON1ROL PLAN 5.02
CAD O"TE: JanuoJrv 28 2006 1:51;01 C.m DRAWN 1J'l": RPLATNER _ EngIneenng AllIance Inc. r:::JWA ITY lOW
~ C,AO flLE: S:\PROJ\0500J7-J01\cod\dwlls\Ct\S\S02.0WG (RPLATNER) '-"- ~ oJ _, C, A
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, PfWJECT DATE: CHECKED BY:
~ CITY OF IOWA CITY TABULATION OF EARTHWORK OUANTI11ES T.01
;; CAD OATE:.."lQnuorv 13 2006 2;42:29 D.m. DRAWN 8'l': RPLATNER nlQ.ne~;!I!K Alliance, Inc.
~ CAD flLE: $:\PRQJ\0500J7-J01\eod\dwCls\Ct\1\T01.Dwe (RPLATNER~ OWA CITY, 'fJWA
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~ REVlSION OESCRIPTION I ] ~gi..~1 Alliance, Inc. SHEET NO.
PROJECT NO: 0500.37-J01 DESIGNED BY: SSOVERS IOWA HWY 1/ US HWY 218 RAMP SIGNAUZATlON
PROJECT DATE: CHECKED BY: CITY OF IOWA CITY PAVEMENT CROSS SECTIONS W.01
eN) OATE: JO!'luarv 23 2006 2:44:09 D.m. DRAWN BY: RPLATNER I
CN) FILE: S~\PROJ\0500J7-J01\eod\dwo!l\Ct\W\W01.DWG (RPLATNER) IO'NA CITY. 'CWA
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~ PRo.IECT NO. 05003HOl ""0"'0 B'Y, 'SOVERS~ R"'SiON DESCRIPTION ~ ~ ~ IT
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: CAD OATE: Jonu~OO6 2:4-4:09 Dm. DRAWN BY: RPLATNER . . . CITY OF fOWA CITY PAVEMENT CROSS SECTJONS
~ CAD F1u.::~ROJ\050037 J01\eod\dwos\Ct\W\WOl OWG (RPLATNER) Enw e~:gg_ AllIance, Inc. 'DNA CfTY, 'DWA W.02
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PROJf.cr NO: 050037 JOl DESIGNEO BY: SSOVERS NO, CATE BY RE\1SI0N DESCRIPTION ~.&.i
PROJECT DATE: CHECKED BY: IOWA HWY 1/ us HWY 218 RAMP SIQNAUZATlON SHEET NO.
- --
CAD DATE: Jcmuarv 23 2006 2:44:09 o.m. DRAWN BY: RPLATNER I - CITY OF IOWA CITY PAVEMENT CROSS SECTlONS W.03
eN) fiLE: S:\PROJ\0500J7-J01\cod\dw~W\W01.DWG me~ n!ll.ne~1} Alliance, Inc. 'tOWA CITY, OWA
----
NOTICE OF PUBLIC HEARING ON PLANS,
SPECIFICATIONS, FORM OF CONTRACT AND
ESTIMATED COST FOR THE
IOWA HIGHWAY 1/US HIGHWAY 218 RAMP
SIGNALIZATION & IOWA HIGHWAY 1/KITTY
LEE RIGHT TURN LANE PROJECT IN THE
CITY OF IOWA CITY, IOWA
TO ALL TAXPAYERS OF THE CITY OF IOWA
CITY, IOWA, AND TO OTHER INTERESTED
PERSONS:
Public notice is hereby given that the City Council
of the City of Iowa City, Iowa, will conduct a public
hearing on plans, specifications, form of contract
and estimated cost for the construction of the
Grand Avenue Improvements Project in said city
at 7:00 p,m, on the 21ST day of March, 2006, said
meeting to be held in the Emma J. Harvat Hall in
City Hall, 410 E, Washington Street in said city, or
if said meeting is cancelled, at the next meeting of
the City Council thereafter as posted by the City
Clerk.
Said plans, specifications, form of contract and
estimated cost are now on file in the office of the
City Clerk in City Hallin Iowa City, Iowa, and may
be inspected by any interested persons,
Any interested persons may appear at said
meeting of the City Council for the purpose of
making objections to and comments concerning
said plans, specifications, contract or the cost of
making said improvement
This notice is given by order of the City Council
of the City of Iowa City, Iowa and as provided by
law,
MARIAN K"KARR, CITY CLERK
,
~cS r1Ll
12
Prepared by: Sarah Okerlund, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5149
RESOLUTION NO. 06-90
RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CON-
TRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE IOWA
HIGHWAY 1/US HIGHWAY 218 RAMP SIGNALIZATION AND IOWA HIGHWAY
1/KITTY LEE ROAD RIGHT TURN LANE PROJECT, ESTABLISHING AMOUNT
OF BID SECURITY TO ACCOMPANY EACH BID, DIRECTING CITY CLERK TO
PUBLISH ADVERTISEMENT FOR BIDS, AND FIXING TIME AND PLACE FOR
RECEIPT OF BIDS.
WHEREAS, notice of publiC hearing on the plans, specifications, form of contract and estimate of
cost for the above-named project was published as required by law, and the hearing thereon held.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA
CITY, IOWA THAT:
1. The plans, specifications, form of contract and estimate of cost for the above-named
project are hereby approved.
2. The amount of bid security to accompany each bid for the construction of the above-
named project shall be in the amount of 10% (ten percent) of bid payable to Treasurer,
City of Iowa City, Iowa.
3. The City Clerk is hereby authorized and directed to publish notice for the receipt of bids for
the construction of the above-named project in a newspaper published at least once
weekly and having a general circulation in the city.
4. Bids for the above-named project are to be received by the City of Iowa City, Iowa, at the
Office of the City Clerk, at the City Hall, until 10:00 a,m. on the 11th day of April, 2006, or at
a later date and/or time as determined by the Director of Public Works or designee, with
notice of said later date and/or time to be published as required by law. Thereafter the bids
will be opened by the City Engineer or his designee, and thereupon referred to the Council
of the City of Iowa City, Iowa, for action upon said bids at its next meeting, to be held at
the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.rn. on the 18th day of April,
2006, or at a later date andlor time as determined by the Director of Public Works or
designee, with notice of said later date and/or time to be published as required by law, or if
said meeting is cancelled, at the next meeting of the City Council thereafter as posted by
the City Clerk.
Passed and approved this 21st d'Y~aG>iQ~
- -
MAYOR
, Approved by
ATIEST: ~~ ~. ~~ ~~~ ~ /tLj!p&
City Atto ney's Office
CI LERK
PwenglreslHWY1-218appp&s.doc 3106
. Resolution No. nn-qn
Page ?
It was moved by Vanderhoef imd seconded by Correia the Resolution be
adopted. and upon roll call there were:
AYES: NAYS: ABSENT:
x Bailey
x -- Champion
y Correia
x EII/oll
x O'Donnell
x Vanderhoef
x Wilburn
,
ADVERTISEMENT FOR BIDS I
IOWA HIGHWAY 1/US HIGHWAY 218 RAMP
SIGNALIZATION AND IOWA HIGHWAY l/KITTY i
LEE ROAD RIGHT TURN LANE PROJECT
Sealed proposals will be received by the City
Clerk of the City of Iowa City, Iowa, until 10:00
A.M, on the 11th day of April, 2006, or at a later
date and/or time as determined by the Director of
Public Works or designee, with notice of said later
date and/or time to be published as required by
law, Sealed proposals will be opened immediately
thereafter by the City Engineer or designee, Bids
submitted by fax machine shall not be deemed a
"sealed bid" for purposes of this Project Pro-
posals will be acted upon by the City Council at a
meeting to be held in the Emma J, Harvat Hall at
7:00 P,M, on the 18th day of April, 2006, or at
such late, time and place as may be scheduled,
The Project will involve two divisions:
Division 1: I
Traffic control and traffic signalization of the Iowa
Highway 1 and US Highway 218 Southbound
Ramp Intersection, P.C, Concrete ramp widening I
and intersection reconstruction, subgrade
preparation, Hot Mix Asphalt median shoulder, i
pavement markings, erosion control, 'seeding, I
and miscellaneous related work, I
Division 2:
Traffic control of the Iowa Highway 1 and Kitty
Lee Road Intersection, P,C, Concrete pavement
widening, subbase preparation, longitudinal
subdrain, pavement markings, erosion control,
seeding and miscellaneous related work,
All wo,k is to be done in strict compliance with
the plans and specifications prepared by
Engineering Alliance, Inc. of Cedar Rapids, Iowa
and MMS Consultants, Inc, of Iowa City, Iowa, for
Divisions I and" respectively, which have hereto-
fore been approved by the City Council, and are
on file for public examination in the Office of the
City Clerk,
Each proposal shall be completed on a form
furnished by the City and must be accompanied
in a sealed envelope, separate from the one
containing the proposal, by a bid bond executed
by a corporation authorized to contract as a
surety in the State of Iowa, in the sum of 10% of
the bid, The bid security shall be made payable to
the TREASURER OF THE CITY OF IOWA CITY,
lOW A, and shall be forfeited to the City of towa
City in the event the successful bidder fails to
enter into a contract within ten (10) calendar days
of the City Council's award of the contract and
post bond satisfactory to the City ensu,ing the
faithful performance of the contract and mainte-
nance of said Project, if required, pursuant to the
provisions of this notice and the other contract
documents. Bid bonds of the lowest two or more
bidders may be retained for a period of not to
AF-1
-------
---
exceed fifteen (15) calendar days following award
of the contract, or until rejection is made. Other
bid bonds will be returned after the canvass and
tabulation of bids is completed and reported to
the City Council.
The successful bidder will be required to furnish
a bond in an amount equal to one hundred
percent (100%) of the contract price, said bond to
be issued by a responsible surety approved by
the City, and shall guarantee the prompt payment
of all materials and labor, and also protect and
save harmless the City from all claims and
damages of any kind caused directly or indirectly
by the operation of the contract, and shall also
guarantee the maintenance of the improvements
for a period of five (5) years from and after its
completion and formal acceptance by the City
Council.
The following limitations shall apply to this
Project:
Specified Start Date: June 5. 2006
Completion Date: Seotember 15, 2006
Liquidated Damages: $400 oer dav
The plans, specifications and proposed contract
documents may be examined at the office of the
City Clerk, Copies of said plans and specifi-
cations and form of proposal blanks may be
secured at the Office of the City Engineer of Iowa
City, Iowa, by bona fide bidders.
A $30 non-refundable' fee is required for each
set of plans and specifications provided to
bidders or other interested persons, The fee shall
be in the form of a check, made payable to
Treasurer of the City of Iowa City, Iowa.
Prospective bidders are advised that the City of
Iowa City desires to employ minority contractors
and subcontractors on City projects, A listing of
minority contractors can be obtained from the
Iowa Department of Economic Development at
(515) 242-4721 and the Iowa Department of
Transportation Contracts Office at (515) 239-
1422,
Bidders shall list on the Form of Proposal the
names of persons, firms, companies or other
parties with whom the bidder intends to subcon- '
tract This list shall include the type of work and
approximate subcontract amount(s),
The Contractor awarded the contract shall
submit a list on the Form of Agreement of the
proposed subcontractors, together with quanti-
ties, unit prices and extended dollar amounts.
By virtue of statutory authority, preference must
be given to products and provisions grown and
coal produced within the State of Iowa, and to
Iowa domestic labor, to the extent lawfully re-
quired under Iowa Statutes, The Iowa reciprocal
resident bidder preference law applies to this
Project
The City reserves the right to reject any or all
proposals, and also reserves the right to waive
AF-2
technicalities and irregularities.
Published upon order of the City Council of Iowa
City, Iowa,
MARIAN K, KARR, CITY CLERK
AF-3
Printer's }'ee $ \1;.'1'1
CERTIFICATE OF PUBLICATION
STATE OF IOWA,
JOHNSON COUNTY, SS:
THE IOWA CITY PRESS-CITIZEN
FED. ID # 42-0330670 OFFICIAL PUBLICATION.
NOTICE OF PUBLIC HEARING ON
PLANS, SPECIFICATIONS, ,FORM
OF CONTRACT AND ESTIMATED
I, COST FOR THE
IOWA HIGHWAY 1/US HIGHWAY 218
Diana Becicka, being duly sworn, say RAMP SIGNALIZATION & IOWA HIGH.
WAY 11K1TTY LEE RIGHT TURN LANE
that I am the legal clerk of the IOWA PROJECT IN THE CITY OF IOWA CITY,
IOWA
TO ALL TAXPAYERS OF THE CITY OF
CITY PRESS-CITIZEN, a newspaper IOWA CITY, IOWA, AND TO OTHER
INTERESTED PERSONS:
published in said county, and that a Public notice is hereby given that the
City Council of the City of Iowa City, Iowa.
will conduct a public hearing on plans,
notice, a printed copy of which is specifICations, form of contract and esti.
mated cost for the construction of the
hereto attached, was published in said Grand Avenue Imprdvements Project in
said city at 7:00 p.rn.on the 21ST day of
I March, 2006, said meeting to be held in
paper time(s), on the the Emma J. Harvat Hall in City Hall. 410
E. Washington Street in said city, or if said
following date(s): meeting is"Cancelled, at the next meeting
of the City Council thereafter as posted
l\\0-4~ \In J :dOOtp by the CiIy Clerk, '
Said plans, specifICations, form of con-
tract and estimated cost are.now on file iri
the office of the City Clerk in City Hall in -
Iowa City, Iowa, and may be inspected by
\'} ~M^ , '0<;. 1\Ul;.b...." any interested persons.
Any interested persons may appear at
said meeting of the City Couricil for the
Legal Clerk purpose of making objections to and
comments concerning said plans, specifi-
cations, contract or the cost of making
Subscribed and sworn to before me said improvement
day of '-1Yl~ This notice is given by order of the City
this l'l~ Council of the City of Iowa City, Iowa and
. as provided by law.
MARIAN K, KARR, CITY CLERK
A.D. 20 Oifl . 69102 March 16, 2006
Notary Public
- 'UNDA KRaTZ
i! <M,..~=~9
My January 27. 2.008
f{'cU 1:1..
Prepared by: Sarah Okerlund, Civil Enginee" 410 E. Washington St, Iowa City, IA 52240 (319)356-5149
RESOLUTION NO, 06 124
RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO
SIGN AND THE CITY CLERK TO ATTEST A CONTRACT FOR
CONSTRUCTION OF THE IOWA HIGHWAY 1/U.S. HIGHWAY 218 RAMP
SIGNALIZATION AND IOWA HIGHWAY 1/KITTY LEE ROAD RIGHT TURN
LANE PROJECT.
WHEREAS, Streb Construction Co. Inc. of Iowa City, Iowa has submitted the lowest responsible
bid of $419,361.65 for construction of the above-named project.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA
CITY, IOWA, THAT:
1- The contract for the construction of the above-named project is hereby awarded to Streb
Construction Co, Inc" subject to the condition that awardee secure adequate performance
and payment bond, insurance certificates, and contract compliance program statements.
2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for
construction of the above-named project, subject to the condition that awardee secure
adequate performance and payment bond, insurance certificates, and contract compliance
program statements.
Passed and approved this 18th day of Avril ,20 06
~[J~
MAYOR
ATTEST: )~~ cJ!, ~A.v
CI 'ERK
It was moved by Bailev and seconded by Correia the Resolution be
adopted, and upon roll call there were:
AYES: NAYS: ABSENT:
x Bailey
x Champion
x Correia
y Elliott
x O'Donnell
x Vanderhoef
x Wilburn
pweng\res\hwy 1 awrdcon.doc
------- ---.-.----.---
FORM OF AGREEMENT
THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa
("City"), and STREB CONSTRUCTION CO.. INC. ("Contractor"),
Whereas the City has prepared certain plans, specifications, proposal and bid documents
dated the 13th day of March, 2006, for the Iowa Highway1/US Highway 218 Ramp Signalization
and Iowa Highway 1/Kitty Lee Road Right Turn LaneProject ("Project"), and
Whereas, said plans, specifications, proposal and bid documents accurately and fully
describe the terms and conditions upon which the Contractor is willing to perform the Project.
NOW, THEREFORE, IT IS AGREED:
1, The City hereby accepts the attached proposal and bid documents of the
Contractor for the Project, and for the sums listed therein,
2, This Agreement consists of the following component parts which are incorporated
herein by reference: '
a, Addenda Numbers 1
b. "Standard Specifications for Highway and Bridge Construction," Series of
2001, Iowa Department of Transportation, as amended;
c, Plans; ~
0 c<>
<:J'
:2:0 :X
d, Specifications and Supplementary Conditions; )>--j ::0- Il
-<
-
0'---' - .~.-
- ,
e. Advertisement for Bids; =::\0 m
.c<h ~ .--.
, '
Od.~ '-J
f, Note to Bidders; -
, /, -
.-s: ..
~ rv
)>
g, Performance and Payment Bond; C"
h. Checklist and Certification of the Utilization of TSB on Non-Federal Aid
Projects;
i. Restriction on Non-Resident Bidding on Non-Federal-Aid Projects;
j, Contract Compliance Program (Anti-Discrimination Requirements);
k, Proposal and Bid Documents; and
L This Instrument.
AG-1
The above components are deemed complementary and should be read together. In the
event of a discrepancy or inconsistency, the more specific provision shall prevail.
3, The names of subcontractors approved by City, together with quantities, unit
prices, and extended dollar amounts, are as follows (or shown on an attachment):
SEE ATTACHMENTS
4, Payments are to be made to the Contractor in accordance with the Supplementary
Conditions, ....,
0 =
=
0"
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lot\] 0' - r-
DATED this day of 1'Yle4j ,20:m, - fTl
'=-'-1 ",.
rn '--',
OX1 3 U
-
:;;;7' -
..
Citv Contractor )>
Q2" c~jL B
(Title)
Mayor
ATTEST: ATTEST:
~/~~ ~. f(~ (Title)
City Clerk (Company Official)
Approved By:
~~'P- s-I"'(/~(p
AG-2
FORM OF PROPOSAL
IOWA HIGHWAY 1/US HIGHWAY 218 RAMP SIGNALIZATION &
IOWA HIGHWAY 1/KITTY LEE ROAD RIGHT TURN LANE PROJECT
CITY OF IOWA CITY
NOTICE TO BIDDERS:
PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND
VOLUME OF THE SPECIFICATIONS, SEPARATE COPIES OF THIS PROPOSAL ARE
CONTAINED WITHIN THE BACK COVER OF THIS DOCUMENT,
Name of Bidder 5-frei:> l(Jt10VJC{,0v1 {o. .J.i1C
Address of Bidder f. o. (30)( 3 321 I f Co Will{ {Ye t'd 0 "" _,
TO' C't CI k TO(,()l( , CdVI :1-4 522-44- c,} ~
. I Y er I -~ 0 ::u: II
City of Iowa City p ::::1 ~ _
Civic Center 0 -< :::. i-
410 E, Washington St ::::; 9 In
Iowa City, IA 52240 -=-\~B ~ 0
0-- -
The undersigned bidder submits herewith bid security in the ~nt ;Or
$ It) Yo , in accordance with the terms set forth in the "Project SpecifiCations:"
. .
The undersigned bidder, having examined and determined the scope of the Contract
Documents, hereby proposes to provide the required labor, services, materials and equipment
and to perform the Project as described in the Contract Documents, including Addenda
~, , and , and to do all work at the prices set forth herein,
We further propose to do all "Extra Work" which may be required to complete the work
contemplated, at unit prices or lump sums to be agreed upon in writing prior to starting such work,
DIVISION I: IOWA HIGHWAY 1/US HIGHWAY 218 RAMP SIGNALIZATION
Item Item Code Description Unit Estimated Unit
Quanti Price
1 2401-6750001 Removals as per Plan LS 1 !2-,O()().6
2 2510-6745850 Pavement Removal SY 656 q, '-{
3 2102-2710070 i Excavation Class 10, CY 2800 5 75
Roadwa and Borrow ,
4 2105-8425005 To soil, Furnish and Spread CY 130
5 2105-8425015 Topsoil, Strip, Salvage, & CY 621
, Respread
6 2102-0425071 I Special Backfill CY
7 2115-0100000 Modified Subbase CY
8 2121-7425010 Granular Shoulder, Type A TON
9 2122-5190010 I Paved Shoulder, PCC, 10 in, SY
10 2301-1033100 I Pavement, Standard or Slip' SY
I ! Form P,C, Concrete Class C,
i 10 In,
FP-1
11 2122-5500080 Paved Shoulder, HMA, 8 in. SY 798 2'7,3:> 'al. ({;),5 3'<:
12 2502-8212014 Subdrain, Longitudinal, 4 in, LF 589 n 00 L1 '2' (0
dla, I . 1 {I :>,
13 2502-8220196 Subdrain, CMP Outlet (RF- EACH 3 2 (JO (' tfO (fO
19E),6in,dia, 00. \)Y ,
14 2304-0100000 Detour Pavement SY 250 45.00 (I 450. cro
15 2599-9999010 Construction Erosion Control LS 1 5 000,00 r; flca. 00
16 2601.2638351 Slope Protection, Wood SQ 297, dO {/II ()O
Excelsior Mat (RC-14) I} "3 5bl,
17 2602-0000020 Silt Fence LF 2100 {(,5 3' Lf(;(, ,0'(
18 2602-0000030 Silt Fence -- Ditch Checks LF 200 2,50 SM, DQ
19 2602-0000060 Removal of Silt Fence LF 2100. c;5 I, 1 (, C;. &G
20 2602-0000070 Removal of Silt Fence. Ditch LF 200 I 00 "^/\ au
Checks i 0 du.;o
21 2602-0000090 Clean-out of Silt Fence LF 2100 ( .00 ;). 1000 {cJ
22 2602-0000100 Clean-out of Silt Fence - Ditch LF 200 00 (jJ
Checks , , 2000
23 2601-2636043 Seeding, Fertilizing, & ACRE 1,19 j 6 OOoQ IqOMI O\l
Mulchmg " O. I, )'0
24 2601-2642100 Stabilizing Crop - Seed, ACRE 1,19 2 (]O I U')(J, OU
Fertilize & Mulchina I, 00. ~_
25 2525-0000100 Traffic Signalization , LS 1 q',OdO,o Q60oo.111l
26 2528-8445110 Traffic Control LS 1 15 000.0 15,()oo.(JQ
27 2599-9999005 Remove and Relocate EACH 12 I 00 I '1/, QO
Existinq Siqns I", G. I, i..h 0,
28 2524-9275100 Wood Posts for Type A or B LF 124 rl 00 !'V>f) 00
Signs,4 in, x 4 In, n. '1'10( .
~--,
29 2524-9275222 Wood Posts for Type A or B LF 52 a 00 466 0 V
Siqns,4 in, x 6 in, I I, Q,
30 2524-9325001 TypeA Signs, Sheet SF 26 r 5 GO I la'S 6'0
Aluminum , 71 0
31 2527-9263117 Painted Pavement Markings STA 3313 3 00 a O?tl (fO
(Durable) (;(j ,/ 7 j 7.
32 2527-9263130 Removable Tape Markings 'STA 847 l'i5,O\) 1.~4R."
33 2527-9263143 Painted Symbols and EACH 13 1250 oD ~ "S oD
Leqends (Durable) I . .., ,0\ 6.
34 2527-9263180 Pavement Markings Removed STA 383 300.00 i.',!.tv, Ou
35 2533-498005 Mobilization I LS 1 ~ 5{ OM .111 ~ ~iMO, 00
TOTAL DIVISION I ~C::: I- 5
COST ~ -< 3 ~i 31m p
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DIVISION II: IOWA HIGHWAY 11KITTY LEE ROAD RIGHT TURrfItANE>- CD
, 522 := v
litem Item Code Description Unit Estimated U~
Quanti Price
1 21 02-0~25070 Special Backfill TONS .
2 2102-2710070 Excavation, Class 10, CY (' 00 I (iM ()'U
! Roadwa and Borrow I<l ' OW.
FP-2
------.-
, 3 2105-8425015 Topsoil, Strip, Salvage and CY 120 Lf.50 5 L{o. O'Q
Smead
4 2115-0100000 Modified Subbase CY I 200 2. cr'.:>~ c:: Qr)(}.oeT
5 2121-7425020 Granular Shoulder, Tvpe B TONS 60 fa 50 I . r (Q ,au-
6 2122-5500080 Paved Shoulder, HMA, 8 in, SY 74 "'1,,oU ),O/')~
7 2123-7450020 Shoulder Finishina, Earth STA 4,20 '{ on, dU {, )60. <lU
8 2212-5070310 Patch, Full Depth Repair SY 26 (00.0'0 2 ,~tIJ. 00
9 2212-5070330 Patch by Count (Repair) EACH 1 :250. ~ /. Eo, (j;J
10 2301-1034090 STD/S-F PCC Pavement, SY 533 f; 1,70 'J.7, S5.6.I(
Class C, Class 3i, 9"
11 2502-8212014 I Subdrain, Longitudinal, 4" LF 420 7,00 ;)" 940. aU
12 2502-8220196 I Subdrain Outlet, RF-19E EACH 1 J-()O,60 '200. ()Q
13 2510-6745850 Removal of Pavement SY 34 ro.OD 3LfO 00
14 2524-9290006 i Modification of Existing Sign EACH 1 IdQ.6V r ~ o. <f<)
15 2527-9263117 Painted Pavement Markings, STA 4,91
Durable 300,00 au
I, LJ73.
-
16 2528-8445110 Traffic Control LS 1 2.0ck:l.oo 2, ctxJ, !$J
17 2533-4980005 Mobilization LS 1 (0000."10 fO O<}O. 110
18 2601-2634100 Mulch ACRE 0,20 2. Odd o'Q LfOO, 00
19 2601-2636043 Seed and Fertilize Rural ACRE I 0,20 2. bOO' bO 5:Jo, 6V
20 2602-0000020 Silt Fence LF 400 1.65 660,~
,
21 2602-0000060 Removal of Silt Fence LF 400 .65 2M) . 6'0
22 2602-0000090 Clean Out of Silt Fence LF 400 I. 00 !.f(X).0'O
I
TOTAL DIVISION II
COST: 6Lf,OJ&./O
TOTAL COST: 5
(DIVISION I + II) Lf/9?i1,
The names of those persons, firms, companies or other parties with whom we intend to enter inta '
a subcontract, together with the type of subcontracted work and approximate dollar amount of the
subcontract, are as follows:
AdvClt't<-ed Tr"[(t( (d",jrO/ $ / 5jO()(). GO
---'b1 u ~ VI ( (.J frc)s, u.A COlttva I c;{i l~ddO.Oi)
4a{JC!tV1.(~J f{ed/,e, {l}ll)()?nd~ do
I(')UJ4 ('eft f XLo.uQ/,"j 'f24 ~oo9rFO
_pOc~ ,4~~~ (f "~I ~<J()~-<T()
.
NOTE: All subcontractors are subject to approval by City
FP-3
The undersigned bidder certifies that this proposal is made in good faith, and without
collusion or connection with any other person or persons bidding on the work.
The undersigned bidder states that this proposal is made in conformity with the Contract
Documents and agrees that, in the event of any discrepancies or differences between any
conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the
more specific shall prevail.
Firm: Stre h (<lVl ffJdiO VI C. .JIIJ(
Signature: / .6~
Printed Name: fA (Ji'd =r. <;~('eb
Title: Pres ,'dpr1f-
Address: [9 (01-11 r1ItJrr. ('01 D y->
p. (). g<J)(. 352-1
(' dUiC'1 Cdy, :/24- 5 ;?.2-'-{ 'f
Phone: (. 3/q) '33 ~ - 3 Lf9 {);
Contact: [) C0'1 Che'ff
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TO: ADVANCED ELECTRICAL HWY 1/HWY 218/KITTY LEE RD
FROM: STREB CONSTRUCTION IOWA CITY, IOWA
Line
# Descri tion Quantit UM Unit Price Total Price
DIVISION I: IOWA HIGHWAY 1/US HIGHWAY 218 RAMP SIGNALIZATION
25 Traffic Signalization 1,00 LS $ 95,901,00 $ 95,901,00
35 Mobilization 1,00 LS $ 5,074,00 $ 5,074,00
Original Contract Cost $ 100,975,00
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TO: ADVANCED EROSION HWY 1/HWY 218/KITTY LEE RD
FROM: STREB CONSTRUCTION IOWA CITY, IOWA
Line
# Descri lion Quantit UM Unit Price Total Price
DIVISION I: IOWA HIGHWAY 1/US HIGHWAY 218 RAMP SIGNALIZATION
16 Slope Protection, Wood Excelsior Mat (RC-14) 297,00 SQ $ 12,00 $ 3,564,00
17 Silt Fence 2100,00 LF $ 1,65 $ 3,465,00
18 Silt Fence - Ditch Checks 200,00 LF $ 2.50 $ 500,00
19 Removal of Slit Fence 2100,00 LF $ 0,65 $ 1,365,00
20 Removal of Slit Fence -Ditch Checks 200,00 LF $ 1,00 $ 200,00
23 Seeding, Fertilizing, Mulching 1,19 AC $ 1,600,00 $ 1,904,00
24 Stabilizing Crop - Seed, Fertilize, Mulch 1,19 AC $ 1,200,00 $ 1,428,00
35 Mobilization 1,00 LS $ 500,00 $ 500,00
DIVISION II: IOWA HIGHWAY 1/KITTY LEE ROAD RIGHT TURN LANE
17 Mobilization 1,00 LS $ 500,00 $ 500,00
18 Mulch 0.20 AC $ 2,000,00 $ 400,00
19 Seed and Fertilize Rural 0,20 AC $ 2,600,00 $ 520,00
20 Slit Fence 400,00 LF $ 1,65 $ 660,00
21 Removal of Silt Fence 400,00 LF $ 0,65 $ 260,00
Original Contract Cost $ 15,266,00
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TO: ADVANCED TRAFFIC HWY 1/HWY 218/KITTY LEE RD
FROM: STREB CONSTRUCTION IOWA CITY, IOWA
Line
# Descri tion Quantit UM Unit Price Total Price
DIVISION I: IOWA HIGHWAY 1/US HIGHWAY 218 RAMP SIGNALIZATION
26 Traffic Control 1,00 LS $ 10,380,00 $ 10,380,00
27 Remove and Relocate Existing Signs 12,00 EA $ 120,00 $ 1,440,00
28 Wood Posts for Type AlB Signs, 4"x4" 124,00 LF $ 8,00 $ 992,00
29 Wood Posts for Type AlB Signs, 4"x6" 52,00 LF $ 9,00 $ 468,00
30 Type A Signs, Sheet Aluminum 26,00 SF $ 15,60 $ 405,60
DIVISION II: IOWA HIGHWAY 1/KITTY LEE ROAD RIGHT TURN LANE
14 Modification of Existing Sign 1,00 EA $ 120.00 $ 120.00
16 Traffic Control 1.00 LS $ 1,100,00 $ 1,100.00
Original Contract Cost $ 14,905,60
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TO~ ALL IOWA CONTRACTING HWY 1/HWY 218/KITTY LEE RD
FROM: STREB CONSTRUCTION IOWA CITY, IOWA
Line
# Descri tion Quantit UM Unit Price Total Price
DIVISION I: IOWA HIGHWAY 1/US HIGHWAY 218 RAMP SIGNALIZATION
31 Painted Pavement Markings (Durable) 33,13 STA $ 299,94 $ 9,937,01
32 Removable Tape Markings 8.47 STA $ 144.42 $ 1,223.24
33 Painted Symbols & Legends (Durable) 13.00 EA $ 250,00 $ 3,250,00
34 Pavement Markings Removed 3,83 STA $ 275.35 $ 1,054,59
DIVISION II: IOWA HIGHWAY 1/KITTY LEE ROAD RIGHT TURN LANE
15 Painted Pavement Markings, Durable 4,91 STA $ 299,94 $ 1,472.71
Original Contract Cost $ 16,937,55
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TO~ IOWA CITY EXCAVATING HWY 1/HWY 218/KITTY LEE RD
FROM: STREB CONSTRUCTION IOWA CITY, IOWA
Line
# Descri tion Quantit UM Unit Price Total Price
DIVISION I: IOWA HIGHWAY 1/US HIGHWAY 218 RAMP SIGNALIZATION
1 Removal as per Plan 1.00 LS $ 550,00 $ 550,00
2 Pavement Removal 656,00 SY $ 7.45 $ 4,887.20
3 Excavation, Class 10, Rdwy & Borrow 2800,00 CY $ 5,75 $ 16,100,00
4 Topsoil, Furnish & Spread 130,00 CY $ 20,00 $ 2,600,00
5 Topsoil, Strip, Salvage & Respread 621,00 CY $ 4,00 $ 2,484.00
6 Special Backfill 458,00 CY $ 25,00 $ 11,450,00
7 Modified Subbase 350,00 CY $ 29,50 $ 10,325,00
8 Granular Shoulder, Type A 250,00 TON $ 18,50 $ 4,625,00
12 Subdrain, Longitudinal, 4" dia, 589,00 LF $ 7,00 $ 4,123,00
13 Subdrain, CMP Oullet (RF-19E), 6" dia, 3,00 EA $ 200,00 $ 600,00
14 Detour Pavement 250,00 SY $ 7.45 $ 1,862.50
35 Mobilization 1,00 LS $ 500,00 $ 500,00
DIVISION II: IOWA HIGHWAY 1/KITTY LEE ROAD RIGHT TURN LANE
1 Special Backfill 30.00 TON $ 29,50 $ 885,00
2 Excavation, Class 10, Rdwy & Borrow 300,00 CY $ 6,00 $ 1,800,00
3 Topsoil, Strip, Salvage & Spread 120,00 CY $ 4.50 $ 540,00
4 Modified Subbase 200,00 CY $ 29,50 $ 5,900.00
5 Granular Shoulder, Type B 60,00 TON $ 18.50 $ 1,110,00
11 Subdrain, Longitudinal, 4" 420,00 LF $ 7,00 $ 2,940,00
12 Subdrain Outlet, RF-19E 1,00 EA $ 200,00 $ 200,00
13 Removal of Pavement 34,00 SY $ 7,50 $ 255,00
17 Mobilization 1,00 LS $ 150,00 $ 150.00
Original Contract Cost $ 73,886,70
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TO': PATE ASPHALT SYSTEMS HWY 1/HWY 218/KITTY LEE RD
FROM: STREB CONSTRUCTION IOWA CITY, IOWA
Line
# Description Quantit UM Unit Price Total Price
DIVISION I: IOWA HIGHWAY 1/US HIGHWAY 218 RAMP SIGNALIZATION
11 Paved Shoulder, HMA, 8" 798.00 SY $ 27,35 $ 21,825,30
35 Mobilization 1,00 LS $ 1,000,00 $ 1,000,00
DIVISION II: IOWA HIGHWAY 1/KITTY LEE ROAD RIGHT TURN LANE
6 Paved Shoulder. HMA, 8" 74.00 SY $ 37,91 $ 2,805,34
17 Mobilization 1,00 LS $ 500,00 $ 500,00
Original Contract Cost $ 26,130,64
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PERFORMANCE AND PAYMENT BONO Bond No. 54-161287
Streb Construction Co., Inc" P,O, Box 3327, Iowa City, IA 52244-3327 , as
Clnsert the name and address or legal title of the Contractor)
Principal, hereinafter called the Contractor and United Fire & Casualty Company
(insert the legal title of the Surety)
P,O. Box 73909, Cedar Rapids, IA 52407 , as Surety, hereinafter called
the Surety, are held and firmly bound unto the City of Iowa C~y, Iowa, as obligee, hereinafter
called the Owner, in the amount of Four Hundred Nineteen Thousand, Three Hundred Sixty One & 65/10'bollars
($ 419,361,65 ) for the payment for which Contractor and Surety
hereby bind themselves, their heirs, executors, administrators, succeSSors and assigns, jointly and
severally,
WHEREAS, Contractor has, as of mCUj \ 0 \ '2CXJb . entered into a
(dale)
written Agreement with Owner for Iowa Highway l/US Highway 218 Ramp Signalization and Iowa
Highway 1/Kitty Lee Road Right Turn Lane Project: and
WHEREAS. the Agreement requires execution of this Performance and Payment Bond, to
be completed by Contracto" in accordance with plans and specifications prepared by
MMS Consultants, Inc" which Agreement is by refe,ence made a part he,eof. and the agreed-
upon work is hereafter referred to as the Project.
NOW, THEREFORE. THE CONDITIONS OF THIS OBLIGATION are such that, if
Con1,actor shall promptly and faithfully perform said Agreement, then the obligation of this bond
shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion
of the Project.
A The Surety he,eby waives notice of any alteration or extension of time mat'S by theg
cr>
Owner, ::2: 0 ::n:
:r> =-~ )0>0
8, Whenever Contractor shall be, and is declared by Owner \0 be, in default I:")deC the:: Il
Agreement, the Owner having pertormed Owner's obligations thereunder, the Stlfe6i:may-- !
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promptly remedy the default, or shall promptly, r 93 ~ tJ
1 Complete the Project in accordance with the terms and conditio~ &: the::-
Ag,eement, or )> ~
2, Obtain a bid or bids for submission to Owner for completing the Project in
accordance with the terms and conditions of the Agreement; and upon determina-
lion by Owner and Surety of the lowest responsible bidder. arrange for a contract
between such bidder and Owner, and make available, as work progresses (even
though there may be a defaull or a succession of defaults under lhe Agreement or
sUbsequent contracts of completion arranged under this paragraph), suffiCient
PB-1
.
funds to pay the cost of completion, less the balance of the Contract Price, but not
exceeding the amount set forth in the first paragraph hereof. The term "balance of
the Contract Price," as used in Ihis paragraph, shall mean the total amount
payable by Owner to Contractor under the Agreement, together with any addenda
and/or amendments thereto, less the amount properly paid by Owner to
Contractor.
C, The Contractor and Contractor's Surety shall be obligated to keep the improvements
covered by this bond in good repair for a period of five (5) years from the date of formal
acceptance of lhe improvements by the Owner,
D, No right of action shall accrue to or for the use of any person, corporation or third party
other than the Owner named, herein or the heirs, executors, administrators or successors
of Owner,
IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surely, in
accordance -Mth provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or
corporations having contracts directly with the Principal, including any of Principal's subcontrac-
tors. all claims due them for labor performed or materials furnished in the performance of the
Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are
a part of this bond to the same extent as if it were expressly set out herein,
SIGNED AND SEALED THIS \0-1-\:' DAY OF mj ~
20~,
IN THE PRESENCE OF;
Streb Construction Co,. Inc.
Cj){)J9 ~)L
By' '. ...:5C;c- ?~.
( it Ie)
United Fire & Casualty Company
~o-tO A1Aio (Surety)
By;
Dianne S, Riley (Title) Alto
J AI ,VV1tness
at eSSlO
P,O, Box 9207 ~
(Street) 9 =
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Des Moines, IA 50306-9207 ~ ~ :It
". 11
(City, State, Ziph -< -'-
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515-223-6800 .::-<r
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'<UNIT~Di=IRE &CA$UAL TV C;:OMPANY ,;,'
H9ME qFFIC~-' CEDA,R RAPIDS,' IOYVl~ "/
CERTIFIED COPY OF POWERQFATTOR.NEY
(Original on file at Home Office of Company - See'Certification)
... ~'~~'.."<~'. ,.:', '':;'~, .'~<<::~' /,. :,.. ,., .,;'; .',....... ....\;. :y.... :r:;:<::. ..:.".:,;i~"~,':'> _..~>'};.;.. ..':..:. "..('...:'~,., :,..:.',.,-'
, KNOW ALL MEN BY THESE PRESENTS, That the IJNITED FIRE & CASljAL 1'Y COMPANY,acorporation':dulyorganized and eXisting;'':,
'underlhe laws ofthe'St~te Of Iowa; and hayingitsprin,cipal office, in CedarRapids,:;S~te:pf lo~.:does rria~e, constitUte and aF1point ti i,:::,'
.n';. ..~':. '^.~ ';", ~~.,.,..-.::.' .~'... '!:c.. ...<;,.'.,.- ..~ -:: .:..';S;," ,'., .~:. .. '". :";.- i: :; <~;,: :!:~ ;,. :'. .:. ,,_,. ::!. .;~.;,.': >: >-
',DIANNE'S. RILEY, "OR ",JANET ,ALESSIO; :ORCRAIG'E.': HANSEN, OR JAY D. FREIERIlUTH" OR'JIARTHA ,LATIIRUII, OR >, 'ie"';' ;
':.^.~. ., '.:..~ . ..," ..... .,.. . ."'~.. ,."., ..... '..' .. ':. ''0,'. .', ,~.'~. ,.... .." '..:~~.".' ,:~. :,::... 'r:.,.;';,:. ,
BRIAN'II. DEIlIERLY'i"OR CLIFFORD W. AUGSPURGER;;;OR CINDY BElINETT; OR'ANN,Il,CROWNER,:'ALL,..IND}VIDUALLYOF:'"j,;'
DES 1I0INES, IOW!\,OFFICE, JASON W. HELLICKSON, OR SUZAN K. BLAKE-BUNDY, OR KEVIN' J. KNUTSON, OR ""';n'"
" JACQUELIliE'II.:DEVINE;/ALL":'INDIVIDUALL'Y OF,': CEDAR RAPIDS, "IOWA OFFICE, of DES ,II0INES IA
:' ~,~i. ..,i..;:......'i;./.0. ~}: ~~...: .'.:.;'i {:.'-:;-<: :~t. .;.:.:',', ,:~: ;.~r ;~.~/~~:t/{;::) . '<';. .)~:...:~.,.:,.~:.....\~:~;., ..:~~:.". \;~ .~:.;:~ '.;~:;;. ~:;.:/.~;.~/."..I..>.\ <' w.
" ,its true' and IiwfluIAttorney(si-in~FaCtwith pC;wer'and authOrity' hereby conferred'to ~ign;se'al and execute in tt6~h~iiallla\Vful,bonds.t""
), ,undertakings and ,other obligatory instruments, of similar natura as,follows' lihy';ari'cl ,All"Boncls1" ,;j, ),' ,',":,'" " ",;': >';' ii
.'., ,., ..,. .' '.' ~,. .... ,..,.. c., ..,. . c > '? ,.,~, <~ . 'i" ".~ .' , ~. < .{', ,....::..,,,
, and to bind UNITED FIRE'& CASUALTY COMPANY therebY as fully and to the same exlent as if such instruments were'signed by ihej,',<:
duly authorized officers of UNITED FIRE & CASUALTY COMPANY and all'the acts of said Attorney. pursuant to the authority hereby ""''>'
;' ,j', ',givery,are hereby ratified andconfirmed,;, ", <,'"" .' " , ' , '
. ,'. ,." ...., ,.:'. '" .".. ,_. ,'"h ". " '.'.. ... . .'. ,. ..,.........' . ' .
:: ",,< The Authority hereby granted,is'continuous and shall'remain 'in full force ahdeffeC(untilJevokedby uNITED FIRE &;;(; ':' 'y ,
;' CASUALTY COMP~Y,> ': >'; ';':,': .:' ":, <>', ',:, ',' ,,;.? ;<'c",:; '1' ,':',..,:>"<:'- ;;:'S . ,;;:X\
;:, ',; >,;' This poWer'of~ttorney isr;nadearidexecutEld pursuani:to and by auth'oritY of,lhe'folloWihg !3Y-4~w:dUly, adop!ed by Boarfo(, ,:',.
" 'W;re~;?rs'of the co'r~n~on AP~i~1,6:,1;!l?~;~ltig;~~: ~E;r~~ondS a~dGKd~~a~i~g~:;<:;~;',\ ::]t;".:'\:,;':,c::
Section 2, Appointment of Attorney-in-Fact, "The President or any Vice President, or 'my ottler officer of the Company'may';:,S
,Jrom time, to time, appoint by written certificates attorneys-in-fact to act in behalf of the Company in the execution of policies of ,
"insurance; bonds:undertakings and other obligatory instruments of like nature, The signature of any officer authorized hereby,
'J 'andihe Corporate seal;, m'aY be affixed by facsimile to any power of attorney or special power of 9ttilrney o'r certificationcit"
.: '. either:autho~ed,hel1lby;: s~ch signature and seal, when so used, being adopted by the C~mpany as,theoriginal'~ignat.ure of <c.
",such officerand theorigirialseal oflhe Company. to be valid and binding upon the Company with thesameforce,ani(effectas;,
: :~i!lOUgh rii~nuallyaffixed",Such attorneys-in fact, ,subject to the limitations set forth in their r~speCtive certifica!es'ofa';1hoi[ty '::
shall have full power to bind the Company by their signature and execution of any such Instruments and to'att~~h,the s,~I:of ',<,
the Company thereto, The President or any Vice President, the Board of Directors or any other officer of the Company may at ' '
',:'" ""; ';'" any time r""okealLpower'and authority previously given to any attorney-in-fact, "d' , " ,
~.. '; >~:~..-,.,..., .;.~ .,..' ~. :'~ .... '.' ... ''''''~. ..,,#~.~.:-,,<,. .;;../>."..~
'.. "'~:,, INWI'TNESS\J.HEREOF, the UNITED FIRE & CASUALTY COMPANY has .caus~d th~~present$,to be sign~d by,
';"" ~~,'itSi~~,\,ep!esl,~e~and its corporate seal to be hereto affixed thiS 1st clay Of',~~:-:e~e:/ }005:'" ",'
" COIfOIIT ~" ", ,,", ,,' ,,, ,', "
,,'., " "....- II! ;,,';', UNITED FIRE & CASUALn<COMPANY""
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:", . H '<:',~<:" By ~ q ~<V!~e~resj~,e~L
, ,State of Iowa. County of Linn, ss; ,,' ;." ,::..;,'"" ,;".,
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.on<:lst..:}~.ay :bf<Noyemtie.r,.:~005, before me personally came Randy A. RamIo .:.'~, :,:1 "/ ;. .~~ "<. )+i< '\:
,.' to me kno""!,:who,being'bY,meduly sworn, did depose and say; that he resides in Cedar Rapids, State.of loiiva;:thatheis ~Yice ,; ." ' "
, President of the ONITED FIRE&' CASUALTY COMPANY. the corporation described in and which exec\lled the aboy!) ins!rument; t~at
he knows the seal of said corporation; that the seal 'affixed to the said instrument is such corporate seai; that it was so' affixed pursuant '"
,), ,to authority given by the Board of Directors of, said corporation and that he signed his namet eretopursuant to like authority, and '
:,' ackiloWledgessame to:be the,aci'anddeedof said corporation, :;":: '," :. ",:" , " "" :;;;,;"<\n ft ,:'S'>:"
," i'" :~, ,'.;."'ICHELLE~I,LllON'i d ;""::~',:'<"" ':'~:t
ii~ :cg....'S.,ONNU...E.704745 ,Not~ryf'ubhc.';; ;;, ,;: ;' ,': ,;
. ..~X ~~I~'~1EXp'I;R~~, My com,!)1'ss~9~eJ!\'If~: ,'07{14/2006
ow }d >P,. "n. ,.~~:
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.".:1. theuride~igned o(f[cerof !he\lNITED FIRE & CASl!ALT'(C;Oi"F!ANY:d~h~reby,ce~fY that (ha\-~ cor'npared,tneforegoingcopy 9(:&'':'\
.' the, PoWer of ~or,ne}' and affidavi(and the, cOpy of the Section of th~ by~l~ or saidc;ompany,,,,s SeJ fci~h in said:Pow~(,of A~orney;;> t;,
, ,'with the ORIGINALS',ONFILE IN THE HOME OFFICE OF SAiD COMPANY, and that the same are correct transcripts thereof. and ok, .',' ;
':" th'e wi)oieotlhe'said.originBls;and that thesaid;Po,Wer ofAiiorneyha~.iiotbeenfevok'edand is nowin(uliforcea:iidettect<; ,,',';- ,
'~.' .,.....,, .,. ~.;. ...<~ . . , ...,", "..,.. .'.' .~,~.~.,. "":'i;"o'
.', " ';Ihtesti~\)n~ ~hereof I hav~;'hereJnto sullscribed ;"yname and'affixeti'the corporatese~ thesa~ompa'ny;>;
,this" '., 9ay of, ' 20 .ll6.-, ?E ~ '
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Printer's Fee $ In.?'~
I CERTIFICATE OF PUBLICATION
STATE 0)<' IOWA,
JOHNSON COUNTY, SS:
THE IOWA CITY PRESS-CITIZEN
FED. ID # 42-0330670 OFFICIAL PUBLICATION
PUBLIC NOTICE OF
STORM WATER DISCHARGE
I, City of Iowa City, plans to submit a
Notice of Intent to the Iowa Department
Diana Becicka, being duly sworn, say of Natural Resources to be covered
under the NPDES General Permit No.2
Storm Water Discharge Associated with
that I am the legal clerk of the IOWA Industrial Activity for Construction
Act\\litles.
CITY PRESS-CITIZEN, a newspaper The storm water disCharge will be
from widening of _ Highway 218
Southbound Exit Ramp, construe,ticn of
published in said county, and that a paved shoulders along Highway,218 &
Highway 1, construction of a right turn
notice, printed of which is lane from southbound Highway 1 to Kitty
a l~OPy Lee Road and associated grading for the
Iowa Highway 1NS Highway 218 Ramp
hereto attached, was published in said Signalization & Iowa Highway 1/Kitty Lee
Road Right Turn Lane Project located in
I time(s), the sw 1/4 Section 20 & ~E 1/4 Section. 20, :
paper on all in T79N, R6W, Johnson County. '
Storm water will be discharged from 0
following date(s): point sources and will drain to the follow-.
ing streams: various unnamed ditches
Meuu \\ 0 I d{){)[ 0 and waterways draining to Willow Creek
and eventually into the Iowa River.
Comments may be submitted to the
Storm Water Discharge Coordinator,
IOWA DEPARTMENT OF NATURAL
RESOURCES, Environmental Protection
Division, Henry A. Wallace Building, 502
E. 9th Street, "Des Moines, fA 50319-
Legal Clerk 0034. The publiC may review the Notice
of Intent from 8 a.m. to 4:30 p.m.,
Monday through Friday, at the above
SubScribed and sworn to before me address after it has been received by the
department.
this jq-ll" day of I~ IA Hwy 1NS Hwy 218 Ramp
Signalization & IA Hwy 1tKitty Lee Rd
Right Tum Lane Project, Iowa City, IA
A.D. 20 Du Public Notice . of Storm Water
. Discharge
89768 May 16, 2006
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City of Iowa City
MEMORANDUM
ENGINEER'S REPORT
December 1, 2006
City Clerk
City of Iowa City, Iowa
Re: Iowa Highway 1/U.S, Highway 218 Ramp Signalization and Iowa Highway
1/Kitty Lee Road Right Turn Lane Project
Dear City Clerk:
I hereby certify that the construction of the Iowa Highway 1/U.S, Highway 218
Ramp Signalization and Iowa Highway 1/Kitty Lee Road Right Turn Lane Project
has been completed by Streb Construction Co, Inc, of Iowa City, Iowa in
substantial accordance with the plans and specifications prepared by
Engineering Alliance Inc, & MMS Consultants, Inc.
The final contract price is $411,972,72,
I recommend that the above-referenced improvements be accepted by the City
of Iowa City,
Sincerely,
~.r ,...,
=
0 =
Ronald R. Knoche, P.E. :?O ""
=
City Engineer ~-------.. m
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Prepared by: Sarah Okerlund, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5149
RESOLUTION NO. 06-169
RESOLUTION ACCEPTING THE WORK FOR THE IOWA HIGHWAY 1/U.S.
HIGHWAY 218 RAMP SIGNALIZATION AND IOWA HIGHWAY 1/KITTY LEE
ROAD RIGHT TURN LANE PROJECT.
WHEREAS, the Engineering Division has recommended that the work for construction of the Iowa
Highway 1/U.S, Highway 218 Ramp Signalization and Iowa Highway 1/Kitty Lee Road Right Turn
Lane Project, as included in a contract between the City of Iowa City and Streb Construction Co"
Inc, of Iowa City, Iowa, dated May 10, 2006, be accepted; and
WHEREAS, the Engineer's Report and the performance and payment bond have been filed in the
City Clerk's office; and
WHEREAS, the final contract price is $411,972,72.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA
CITY, IOWA, THAT said improvements are hereby accepted by the City of Iowa City, Iowa,
Passed and approved this 12th ,,,of -;lulL
COR ~
Approved by
ATTEST:~/:"~ ~, ~~ rddo(p
CIT LERK
It was moved by Chamuion and seconded by Bail ey the Resolution be
adopted, and upon roll call there were:
AYES: NAYS: ABSENT:
1( Bailey
x -- Champion
x Correia
x Elliott
x O'Donnell
x Vanderhoef
1( Wilburn
pwengl,res\218rampsignal accept.doc
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