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Home My WebLink AboutPRENTISS ST BRIDGE REPLACEMENT N co I U) Ci R I Wall of Precast Manhole ._ 0 or Intake Structure m 6„ n �t C } -PM t min. ZUZU FEB I 8 t I l 2: 36 4"min. ill MI 11 O® CITY CLERK IOWA CITY, I i'J;`\ © , .._ �� O Lap ends of wire mesh a minimum of 6 inches. ©MEI O Concrete collar is required when annular space between the outside CONCRETE COLLAR FOR PIPES 12"AND SMALLER of the pipe and the wall of the structure is 2 inches or greater. O Provide two#4 hoop bars in concrete Wall of Precast Manhole collar.Lap bars a minimum of 6 inches. or Intake Structure O Trowel concrete flush with inside 4 wall of structure. 9"min. f+ 4"min. © 0 Waterstop per 6010,2.08.0 ®(Fla 111111.1.11.1.11111.1.11111111ki CONCRETE COLLAR FOR PIPES GREATER THAN 12" PIPE TO STRUCTURE CONNECTION N Pipe Joint CC 1Overlap fabric = 12" 12" 12"at top of pipe. 0 N min. min. 0 U) 0; 0 0 N O N Engineering PIPE JOINT WRAPPING Fabric 0 PIPE TO PIPE CONNECTION 0 'Only for Reinforced Arch Concrete Pipe(RCAP) w N Design For N IO WA CITY STORM SEWER PIPE CONNECTIONS FIGURE 402Q211 TRIPLE 13'x8'-8" 13.5' LA SKEW RCB n ENGINEERING DIVISION E PRENTISS ST OVER RALSTON CREEK a 5 STORM SEWER PIPE DETAILS 0 z Station:10+00 Date:. 0 CITY OF IOWA CITY a i •• FED ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: liw 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--SJ-52 IIW,P.C. • www.uwengr.com DIST. ND. YEAR NO. SHEETS M.4 81 a DETAILED BY: CHECKED BY: gr.wm IOWA cv NO TES: ' 1. REFER TO SPECIAL PROVISION FOR WATER DISTRIBUTION ....11111iillbllm,. SYSTEM REQUIREMENTS. NORTH m 2. THE LOCATION OF UTILITIES INDICATED ON THE PLAN ARE TAKEN FROM FIELD MEASUREMENTS do EXISTING PUBLIC ., I HORIZONTAL SCALE IN FEET RECORDS. ADDITIONAL FACILITIES OTHER THAN THOSE I 0 10 20 u I . O00-0-0 -" o co SHOWN MAY BE PRESENT. THE UTILITIES PRESENT MAY I I / O O O -`�p`"O"p-O- 0 n NOT EXIST. AS SHOWN. IT SHALL BE THE DUTY OF -- �000000• �' !00000000 DRAWING MAY HAVE BEEN REDUCED I- ANYONE MAKING USE OF THESE PLANS TO ASCERTAIN r- r 53 •O0O0001 p< ♦Op Op Opp.,' I THE EXACT LOCATION, SIZE AND ELEVATION OF ALL STA 9+50.40, -58.56' ; N rn g O 0 0 p 0 0 o ••0 0 0.0 F°F•• UTILITIES PRESENT. SLEEVE 2 (6") I 7 000000• 00000 b.•O••_+ � m 3. POURED CONCRETE THRUST BLOCKS REQUIRED AT ALL I ! 0 I / •000000� OOOOoOOQ•4 \ TEES AND HORIZONTAL AND VERTICAL BENDS. REFER TO STA 9+50.36, -55.98' Si O O O O O O O DETAIL SHEET U.3. REDUCER 3 (12"x6") STA 9+51.72, -51.26' Q 00�0�00 0 O0O 0 / 620FEB I p r GATE VALVE 2 (6") O O , O O O . U Pri35 4. ALL FITTINGS SHALL BE RESTRAINED. STA 9+5D.34, -54.09' I •000• 0000000' C f 2: GATE VALVE 3 (12") STA 9+55.65, -51.22'I 00p• 000ppp0 , 1 T`, 5. WATER MAIN INSIDE THE CASING PIPE SHALL BE DOUBLE 1 I ( BEND 1 (HYD LEAD) `\ / 000' 0000000 F d '' 1 pi RK WRAPPED IN POLYETHYLENE. STA 9+50.31, -51.28' I \ I •Op' 000000. � 1,�f C' �r"" TEE 2 (12"x6") iI STA 9+55.65, -51.22' \ / 0 O 0 0 0 0 0 O l� T" f f 7(4/ 6. PRESSURE TEST AGAINST THE EXISTING VALVE ON THE I 'v. > HYDRANT 2 (5.25") \ 1 •O O O O 0 EAST SIDE PRIOR TO CONNECTING. I STA 9+47.75, -32.83' ., ••� 30150 T :O• DO O 00 GATE VALVE 1 ( 12") N I q 7. REMOVAL AND INSTALLATION PHASING PLAN FOR WATER — TA 9+45.99, -32.84' STA 9+50.09, -32.82' 1 \ ,0 •000000 v MAIN TO BE DETERMINED BY THE CONTRACTOR. REVIEW TEE 1 (12") / \ • O O / REDUCER 1 (12"x6") O Rillimurim IS REQUIRED BY CITY OF IOWA CITY PRIOR TO BEGINNING I I / \ O • •■ CONSTRUCTION. STA 9+43.83, -32.85'_- § I II/� \ • PROPOSED 22" SLEEVE 1 (6") ra - w �f, \ 'l CASING PIPE, 47 LF /' Z-l1 hi /l I i I 11_ c U - - w w w w w w w w w w w w ^•• =�- :� W re 11 \ II G / STA 10+31.98, -22.90' _ _ _ C -- G G i l' I • •� ----II- - - "- BEND 5 (12" 45d ROTATED) STA 10+41.72, -19.67' 9 cp % • I .._//`�►. �:AF .. 2 AF `. a HYDRANT 1 T FIBG �p-�G+fi+ G ti RESTRAIN ALL JOINTS FROM �7 TR F d TRAP � ��, _ (5.25") --� REDUCER 2 10+47.77 I I E / ��/ B < P GND 651.66 3 F p �B FIB _ F REDUCER 1 STA STA 10+9 TO I / I,. I TR \� 1 `r t ` ---f IN DOUBLE MAT OF STEEL 11 11 OH£ I ❑ FIB FIB FIB -� ,J : FIB I FIB I FIB \• FIB -- FIB'I--- FIB allitk § :G�� _ _- _.__ -_ �� OHE — . — G G iil. % in. mil STA 9+82.44, -32.64' I 1 _" STA 10+4615 -12.11' \ G r. - s BEND 4 (12" 11.25d) �� 1' •_-.___ ♦ - ��BEND 8 (6" 45d) D —. SD7 SD -- SD — SD SD — SD — SD — SD -- -' STA 9+71.54, -32.70' 1/ / STA 10+45.73, -10.09' q't 0 STA 9+52.29, -32.81' BEND 3 (12" VERT 45d) // I :�� w -GATE VALVE 5 (6") w NEW 6" SERVICE GATE VALVE 4 (12") I! ill �� j J VALVE BOX EXTENSION FOR NEWN 51 STA 9+62.97, -32.75' 11 II STA 10+43.74, -9.04' ! o BEND 2 (12" VERT 45d) 0 3 RESTRAIN ALL JOINTS FROM 0 0 DEVELOPMENT 11 8 11 BEND 6 (12" 45d ROTATED) u� �,, _ _ - _11- JI - REDUCER 2 STA 10+47.77 -+- Tom« -o{-- - - -I-WS iO /� .- /�/ STA 10+45.43, -8.67' I PRENTISS ST TO REDUCER 1 STA 9+45.99 5 TEE 3 (12"x6") �1 %jl it 'STA 10+46.83, -8.38' 3 / Il I ) REDUCER 2 (12"x8") I — SD SD -- so SD SD SD SD SU '` SD SD 1 - It 1I l1 - I STA 10+47.77, -8.18'jl / BEND 9 (8" 11.25d)11 I _ ,r I j // lI \1 / lI II A LINN STREET WATER MAIN PRENTISS STREET WATER MAIN 0 m 655 655 655 655 a a ' a 6: Z _ -- -- 650 650 - --____— i___.._ - - - - - - 650 2 o 6" DI" '1 CONNECT TO STORM SEWER SHOWN FOR REF 3 yyM EX 42" RCP ��III. 12.Olp PROTECT DURING DEMOlJTION MAINTAIN 18" MIN SEPARAT1ONf CONNECT TO EX WM • 12" DIP CLS CONNECT TO EX 0 645i 645 645 "•I1 =�i„CL53 AND CONSTRUCTION WM FROM STORM SEWER IMIt 645 Ld �M TOP OF CASING: BOTTOM OF RCB 1,. o r-to o 635.69- TOP OF CASING:_ SEE NOTE 3 yip o w m SEE NOTE r,� 635.68 w 640 640 ? w 640 �% I. . __ __.. Q , 640 z w u.F- m <U s } f12" DIP CL53 5 rn yr t, +I v, 3 a > 2" DIP CL53 a > 635 -- j 635 F m 635 - I I --1- ' 635 c' a ,. �� i - i n 0 PROP ELEV Q 0 WATER MAIN PROP TOP WM SEE NOTE 5 R 0 Ck PROPOSED 22" CASING PIPE o 630 '630 630 M 630 s Ct oN nn n f1.7, o•� M 710+00 710+27 500+00 500+50 501+00 501+14 re ., a i ♦♦ FED. ROAD FISCAL SHEET TOTAL DESIGNED BY: TRACED BY: II 563.556.2464 • 800.556.4491 PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS i DETAILED BY: CHECKED BY: IIW,PG • www iiwengr.com CITY OF IOWA CITY IOWA • . • MWM.1 81 a N co NORTH 1 I HORIZONTAL SCALE IN FEET 0 10 20 COCO M E DRAWING MAY HAVE BEEN REDUCED R L. Et co 2020 FEB 18 PI 2: 36 Cy 10v/A CiTY.EIO ;. 1 I . 1 •.D MATCH EX. 11 2% MAX I � 31 CROSS SLOPE \\ r TEMP CONSTRUCTION EASEMENT STA 7+75.71 I 1006) MATCH TO EXISTING - - - - - ROW - - - - - - (1000 1003 1007)I - — _ I I --___ I EX T/W 1 I EX. WALK, UAC a, 656.73 J /fit EX T/W -I,(1002) T 656.57 Ell (1011 r is 1010 1009) r~ E. PRENTISS ST o o Ln 0 - - Lra --I-- - -I-- - - - - - —I— - - --+- - -+ - - —1.---- - - —I — — — I- - �__ CO 111 Q (1100 1101) — f vi 1; ->;,., STA 7+33.70 RDINATE WI N MATCH EX. NEWODEVELOPMENT SIDEWALK BY OTHERS 3 1103) (NEW DEVELOPMENT) x 0 SIDEWALK BY OTHERS (1102y EX. WALK, UAC (NEW DEVELOPMENT) oUNDER 27. E m EX. WALK, UAC ROW _ _ - - — TEMP CONSTRUCTION EASEMEN T \\__c ro / \ STA 7+93.63 o I I T 2% MAXOORDINATE WITH _ a' I I- CROSS SLOPE NEW DEVELOPMENT 1 0 3 0 vi W N Design For T TRIPLE 13'x8'-8" 13.5" LA SKEW RCB E PRENTISS ST OVER RALSTON CREEK M F. LEGEND . —JPROPOSED LANDING/TURNING AREA SIDEWALK PROPOSED SIDEWALK PLAN Station:10+00 Date:. a F-1PROPOSED RAMP CITY OF IOWA CITY 0 DESIGNED BY: TRACED BY: ♦♦ 563.556.2464 • 800.556.449t PROJECT NUMBER STATE FED ROAD FISCAL SHEET TOTAL CITY OF IOWA CITY BROS-3715(663)--8J-52 DIST. NO. YEAR NO. SHEETS IIW,P.C. • www.iiwe S.1 81 a DETAILED BY: CHECKED BY: gr.com IOWA N I i-r MATCH TO 111111111111111no.. I - -3T+50 �-" MATCHLINE ' I I -•�. o I .1_J I f. I A-A .. 31+57.19 NORTH L. EX T/W / m EXISTING NG 6 I1 61 HORIZONTAL SCALE IN FEET I co i EX T/W 1= zo 651.51 u� DRAWING MAY HAVE BEEN REDUCED n 1 m 1 31 0Fl- MATCHLINE N t__ A-A ce I 3I m E /--..._ 0 E � � E TEMP CONSTRUCTION EASEMENT I Po LEGEND I 0 I - MATCHLINE / TEMP CONSTRUCTION EASEMENT B-B r---1 PROPOSED LANDING/TURNING AREA o 1 ( IPROPOSED SIDEWALK f 31 0 I I / [—I PROPOSED RAMP I I �/ r- 6 STA 30+76.54 I / MATCH TO EXISTING 'II 017 2015) it / 5% MAX LONGITUDINAL SLOPE, I I / 2016) 236 MAX I ThL I CROSS SLOPE 1 1 I I 0E- 2110) I Dz c s 1 (2109 PROPOSED CULVERT PARAPET / COORDINATE WITH-----4----- Z N NEW DEVELOPMENT o 0- W�U w .f� / L o,r I -1 30 I 0 I I I VJ 10:1 FLARE I T/W 652.25 rT/W 653.33 I ` 2104 , I 1 _ 2011 2012) QB! I �11 �` �D NCI) / O�J - ROW L - - - - - - - - - - - - Kolole) • N 2000 STA 10+60.41 ° 2100 1 j i I MATCH TO EXISTING N EX. WALK, UAC I 1• ,� Iiv O - I KM -- 2107 T/W 653.07 \ � CD STA 9+26.99 fP4.1.13 •N ^ i i 1 ® .Lim I PIA MATCH TO EXISTING I 2003 + 2103) 5% MAX 03 �• i i I LONGITUDINAL SLOPE, CI-‹ -- I 10:1 FLARE 296 MAX . a 1 i / I CROSS SLOPE --IC o 2006 /�. 2004 I - ---- - 3� D (2005)2 I * fV Q E. PRENTISS ST o 0 0 rn N o o o o — __4 1 :ii in o - - r - _ - —30100 - - - _ _ I —I •- 0 5% MAX LONGITUDINAL SLOPE. 1 2% MAX SEE SHEET V.15 FOR CROSS SLOPE (2200 2202) TOP OF CULVERT (2201 (2210 ELEVATIONS 2� 1) 2212) ovi (2206)- I ® (2209 A223w STA + . WM*,T., COORDINATE WI FAD Design For N NEW DEVELOPMENT I 1 TRIPLE 13'x8'-8" 13.5' LA SKEW RCB . E PRENTISS ST OVER RALSTON CREEK • n `i2204) 2218) ® (2216) J SIDEWALK 2207) PROPOSED CULVERT PARAPET PLAN _ ROW - - - - - —�W- - - - — Station:10+00 Date:. a - - - - - - MATCHLINE o TE P CONSTRUCTION EASEMENT B-B CITY OF IOWA CITY ate:. I I I i •• FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE IIW,P.C. • www.iwe CITY OF IOWA CITY BROS-3715(663)--8J-52 DIS . NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: 11� rgr.com IOWA S.2 81 N u7 co I I M u) (0 n M N 0 m SIDEWALK COMPLIANCE See S Sheets ' Does not include curb Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. This Data Entry,Sheet fills Tab 113-10 effective_04-18-17 Staking FOR INFORMATION ONLY: PCC Distance' A Elevation Slope Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Constructed Range on this Slope Initials Remarks O Quad.anti Point Station Offset Elevation FT FT % Pos. or Neg. lJ % 1000 1001 Crosswalk Cross Slope - No Yield Condition 6 6.00 0.18 2.9% 0.0% to 5.0% Slope required to match existing conditions 1000 6+03.33 -35.596' 677.90 1000 1003 Ramp Running Slope 6 9.69 -0.22 -2.2% 0.5% to 8.3% 1001 6+03.35 -29.596' 678.07 1001 1002 Ramp Running Slope 6 9.68 -0.47 -4.9% , 0.5% to 8.3% , 1002 6+13.02 -29.687' 677.60 1002 1003 Landing/Turning Space 6 6.00 0.08 1.3% 0.1% to 2.0% 1003 6+13.02 -35.687' 677.68 1002 1011 Landing/Turning Space 6 2.68 -0.04 -1.5% 0.1% to 2.0% 1004 6+13.16 -49.170' 678.40 1003 1006 Landing/Turning Space 6 6.00 -0.08 -1.3% 0.1% to 2.0% 1005 6+17.73 -49.204' 678.45 1006 1007 Landing/Turning Space 6 2.68 -0.04 -1.5% 0.1% to 2.0% _ 1006 - 6+19.02 -35.689' 677.60 1003 1004 Ramp Running Slope 6 13.48 0.72 5.4% 0.5% to 8.3% 1007 6+21.70 -35.687' 677.56 1004 1005 Match Existing Cross Slope 6 4.57 0.05 1.1% Match Existing 1008 6+21.72 -29.688' 677.47 1006 1005 Ramp Running Slope 6 13.58 0.85 6.3% 0.5% to 8.3% 1009 6+21.70 -15.500' 676.32 1010 1009 Crosswalk Cross Slope - Yield Condition 6 6.00 -0.11 -1.9% 0.0% to 2.0% 1010 6+15.70 -15.500' 676.43 1010 1011 Ramp Running Slope 6 14.19 1.13 8.0% 0.5% to 8.3% Yes 1011 6+15.70 -29.688' 677.56 1009 1008 Ramp Running Slope 6 14.19 1.15 8.1% 0.5% to 8.3% Yes 1100 6+15.70 15.500' 676.28 a 1008 1007 Landing/Turning Space 6 6.00 0.09 1.5% 0.1% to 2.0% 1101 _ 6+21.70 15.500• ' 676.17 1008 1011 Landing/Turning Space 6 6.01 0.09 1.5% 0.1% to 2.0% - 1102 6+15.73 27.700' 676.92 C? 1103 6+21.67 27.441' 06.85 -[i i-e fc1 1100 1101 Crosswalk Cross Slope - Yield Condition 6 6.00 -0.11 -1.8% 0.0% to 2.0% CX3 ,..... 1100 1102 Ramp Running Slope 6 12.20 0.65 5.3% 0.5% to 8.3% C, V - i 1101 1103 Ramp Running Slope 6 11.94 0.68 5.7% 0.5% to 8.3% C33 N 1102 1103 Ramp Cross Slope 6 5.94 -0.08 -1.3% 0.1% to 2.0% .-4 C-7 Nace Ox m v GJ a CT N N N 0 N 0 N n C. g +N- W N Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK n a E. • . SIDEWALK N TABULATION 0 Station:10+00 Date:. Z CITY OF IOWA CITY 0 Pi a •• FED ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: "� 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: IM/,P.C. ♦ www.nwengr.com IOWA . a • S.3 81 N U1 I CO I I n SIDEWALK COMPLIANCE ro • Does not include curb See S Sheets F. Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. M i Refer to tabulation 113-01 for bid yuentities. / - Staking1 O • FOR INFORMATION ONLY. 0.' PCC Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES COaliiii Point to Point Sidewalk Designation Sidewalk Distance' A Elevation Slope Constructed Rangeon this Remarks Slope Initials O Quadrant? Point Station Offset Elevation FT FT % Pos. or Neg. Q % 2000 2001 Crosswalk Cross Slope - Yield Condition 6 6.06 0.00 e.1% 0.0%to 2.0% 2000 9+60.26 -35.647' 651.17 2000 2014 Landing/Turning Space 6 0.87 0.00 e.4% 0.1%to 2.0% 2001 9+59.38 -29.650' 651.17 2014 2012 Ramp Runnin_Slope 6 8.33 0.10 1.1% 0.5%to 8.3% _ 2002 9+51.04 -29.671' 651.25 2001 2002 Ramp Running Slope 6 8.33 6.08 0.9% 0.5%to 8.3% 2003 9+47.96 -29.678' 651.27 2002 2012 Landing/Turning Space 6 - 6.00 0.02 0.3% 0.1%to 2.0% _ 2004 9+47.95 -17.043' 651.19 2012 2011 Landing/Turning Space 6 6.00 0.08 1.3% 0.1%to 2.0% 2005 9+41.95 -15.572' 651.20 2011 2010 Landing/Turning Space 6 2.99 0.05 1.7% 0.1%to 2.0% Yes 2006 9+41.95 -17.057' 651.19 2010 2007 Landing/Turning Space 6 . 6.00 -0.05 -0.9% 0.1%to 2.0% 2607 9+41.98 -29.694' 651.35 Ra . Runnin_ Sloe .11.1Will 9+26.98 -29.820' 652.37 2007 2008 Ramp Running Slope 15.00 1.02 6.8% 0.5%to 8.3% 2009 9+27.00 -35.679' 652.45 i♦ 1♦nm- a a"OT44 n-iea••s g 5.86 0.09 1 5% Match Foisting* _7010 9+42.07 -35.694' 651.40 2004 2005 Crosswalk Cross Slope �.No Yield Condition 6.18 0.01 0.2% 0.0%to 5.0% 2011 9+45.06 -35.696' 651.35 2004 2003 Ramp Running Slope 12.64 0.08 0.7% 0.5%to 8.3% 2012 9+51.06 -35.871' 651.27 A 1.48 -0.01 -0.5% 0 1%to 2.RX 2013 9+45.04 -68.741' 657.15 2006 2007 Ramp Running Slope 12.64 0.16 1.3% 0.5%to 8.3% 2014 9+59.39 -35.650' 651.18 2002 2003 Landing/Turning Space 3.06 0.02 0.7% 0.1%to 2.0% 2015 9+49.04 -78.743' 652.17 2001 2007 landing/Turning Space I 6.00 6.08 1.3% R.1%to 7.0% - 70,6 _ 9hcl 04 -68.74S' 652.06 2011 2013 Sidewalk Running Slope 33.05 0.80 2.7% 0.5%to 5.0% _ 2017 9+43.17 -78.739' 652.32 2013 2617 Sidewalk Running Slope 30.17 0.17 1.0% 0.5%to 5.0% 2100 9+86.33 -35.581' 650.87 2017 2015 Match Existing Cross Slope 5.87 -0.15 2.5% Match Existing _ _ 2101 9+87.62 -29.578' 650.84 2015 2016 Sidewalk Running Slope 10.20 -0.11 1.0% 0.5%to 5.0% 2102 9+87.64 -35.578' 650.89 2016 2013 Sidewalk Cross Slope 6.80 0.09 1.5% 0.5%to 2.0% 2103 9+95.60 -29.558' 651.42 2016 2012 Sidewalk Running Slope 33.07 -0.79 2.7% 0.5%to 5.0% 2104 9+95.62 -35.558' 651.50 2105 10+01.63 -29.561' 651.51 2100 2101 Crosswalk Cross Slope - Yield Condition 6.14 -0.03 -0.5X 0.0%to 2.0% 2106 10+01.63 -36.572' 651.58 2100 2102 Landing/Turning Space 1.31 0.02 1.4% 0.1%to 2.0% _ 2107 10+28.69 -29.561' 651.68 2102 2104 Ramp Running Slope 7.98 0.61 7.7% 0.5%to 8.3% Yes 2108 10+30.37 -36.572' 651.80 2101 2102 Rasp Cross Slope 6.00 0.05 0.8% 0.1%to 2.0% 2109 9f e6.79 -60.099' 651.42 2101 2103 Ramp Running Slope 7.98 0.58 7.3% - 0.5%to 8.3% 2110 9+92.80 -61.074' 651.50 2103 2104 Landing/Turning Space 6.00 0.08 1.3% 0.1%to 2.0% _ 2200 9+41.88 15.560' 651.17 2103 2105 Landing/Turning Space 6.03 0.09 1.4% 0.1%to 2.0% 2201 9+41.88 15.767' 651.18 2104 2106 Landing/Turning Space 6.10 _ 0.08 1.3% 0.1%to 2.0%. 2282 9+47.88 15.781' 651.09 2105 2106 Landing/Turning Space 7.01 0.07 1.1% 0.1%to 2.0% - 2203 9+47.86 22.678' 651.58 2105 2107 Sidewalk Running Slope 27.06 0.17 0.6% 0.5%to 5.0% 2204 9+47.84 28.678' 651.67 2106 2108 Sidewalk Running Slope 28.74 0.22 0.8% 0.5%to 5.0% 2205 9+41.85 28.6E4' 651.73 2107 2108 Sidewalk Cross Slope 7.21 0.12 1.7% 0.5%to 2.0% Yes 2206 9+41.86 22.664' 651.64 2106 7110 Sidewalk Running Slope 26.04 -0.08 -0.1% 0.5%to 5.0% Drainage issues were considered 2207 9+66.75 27.974' 651.53 2104 2109 Sidewalk Running Slope 26.08 -0.08 -0.3% 0.5%to 5.0% Drainage issues were considered 2208 9+66.48 21.960' 651.44 2109 2110 Sidewalk Cross Slope 6.10 0.08 1.3% 0.5%to 2.0% 2209 9+73.28 21.679' 651.40 2210 9+74.38 16 750' 651.31 2200 2202 Crosswalk Cross Slope - No Yield Condition 6.00 0.15 -1.4% 0.0%to 5.0% 2211 9+96.99 16.750' 651.25 2200 2201 Sidewalk Running Slope 0.21 0.15 4.7% ' 0.5%to 5.0% Yes 2212 10+17.58 16.750' 651.30 2201 2202 Ramp Cross Slope 6.00 0' -0.09 -1.5% 0.1%to 2.0% 2213 10+16.38 21.750' 651.36 2201 2206 Ramo Run Slope 6.90 ' 0.46 6.7% ' 0.5%to 8.3% 2214 10+22.93 21.750' 651.39 2202 2203 Ramp Running Slope 6.90 ' 0.50 7.2% ' 0.5%to 8.3% 2215 10+22.87 27.750' 651.47 INTIMMIIIIIER: Space 6.00 -e.06 0.1%to 2.0% 2216 10+14.94 27.750' 651.45 2203 2204 landing/Turning Space 6.00 0.09 _ 1.5% 0.1%to 2.0% _ 2217 9+96.99 27.750' 651.41 2204 2205 Landing/Turning Space 5.99 _• 0.06 1.0% �__ 0.1%to 2.ex 2218 9+71.74 27.750' 651.50 2205 2206 Larding/Turning Space 6.00 -0.09 -1.S% 0.1%to 2.0% 2204 2207 Sidewalk Running Slope 18.92 0 -0.15 -0.8% ' 0.5%to 5.0% 2203 2208 Sidewalk Running Slope 18.63 -0.14 -0.8% 0.5%to 5.0% _ 2207 2286 Sidewalk Cross 51 Pe 6.00 - -0.09 -1.S% 0.5%to 2.0% - _ _ 2207 2218 Sidewalk Runnl Slope 5.00 ` -0.03 -0.6% 0.5%to 5.0% _ 2208 2209 Sidewalk Running Slope 6.73 0' -0.04 -0.7% ' 0.5%to 5.0% r - _ 2209 2218 Sidewalk Cross Slope 6.24 - 0.18 1.6% ` e.5X to 2.0X Yes - _ 2209 2210 Sidewalk Cross Slope 5.07 ` -0.08 -1.6% - 0.5%to 2.0% Yes _ 2210 2211 Sidewalk Running Slope 22.61 ' -0.06 -0.3X ' 0.5%to 5.0% Drainage issues were considered _ 2211 2217 Sidewalk Cross Slope 11.00 0.16 1.5% ' 0.5%to 2.0% _ 2211 2212 Sidewalk Running Slope 20.58 ` 0.05 0.3% 0' 0.5%to 5.0% Drainage issues were considered - 2212 7213 Sidewalk Cross Slope 5.14 0.06 7.2% 0.5%to 7.0% _ 2213 2214 Sidewalk Running Slope 6.55 0.03 0.5% 0.5X to 5.0% Drainage issues were considered '2214 . 2215 Sidewalk Cross Slope 6.00 ' 0.08 1.3% ' 0.5%to 2.0% - _ _ 2215 2216 -0.92 -B.2X 0 5%t 5 0% D in 2216 2213 Sidewalk Cross Slope 6.17 -0.09 -1.5% - 0.5%to 2.0% ' - _ _ _ 2216 2217 Sidewalk Running Slope 17.94 ` -0.04 -0.2X ` 0.5%to 5.0% Drainage issues were considered _ 2217 2218 Sidewalk Running Slope 25.25 - 0.08 0.3% - 0.5%to 5.0% Drainage issues were considered _ N IV Q 4 1.4 m C=2 U C' 0¢ Y..-1W ....,. m 1,-"‹ w'' ' y N \ J coW f-rr... :<rn -0 rri N fl� N 0 N 4 C.J al V 0 P W y Design For N TRIPLE 13'x8'-8" 13.5' LA SKEW RCB w1 E PRENTISS ST OVER RALSTON CREEK 5 SIDEWALK Z Station:10+00 Date:. CITY OF IOWA CITY i ♦♦ CITY OF IOWA CITY BROS-3715(663)--BJ-52 FEp ROAD FISCAL SHEET TOTAL N DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE DIDT. NO. YEAR NO. SHEETS a� DETAILED BY: CHECKED BY: "W IIW,P.C. • www.iiwengr.com IOWA S.4 81 In Lo I, EXTEND TRACER WIRE UP FIRE HYDRANT BARREL TO INTERNAL DOWTERMINALS TTO GROUND ROD. R WIRE TERMINAL BOX AND 7 ®� CLAMP TRACER WIRE TO GROUND ROD AT SYSTEM oo 0 TERMINATION POINTS. RLo �mo © PLACE GROUND RODS 6"-1O" AWAY FROM PIPE AND IN O ® CONTACT WITH NATIVE SOIL. c 1 m WIRE CONNECTING GROUND •, ()TRACER WIRE TERMINAL BOX ROD TO TERMINAL BOX IS A 1 AT GROUND LEVEL SEPARATE WIRE FROM THE WIRE TO THE HYDRANT RUN __----7;; 111 FIRE HYDRANT BARREL() ®GROUND ROD- \! / FIRE HYDRANT VALVE Z-NEW WATER MAIN IRE HYDRANT TEEDO NOT RUN WIRE100111111 j UP VALVE BOX EXISTING WATER MAIN PCSSIBLE SPLICE #0,-.----*---- ' �� SPLICE EXISTING LOCATE WIRE `/ `'111 '7 '/ TAPE WIRE AT MIDPOINT OF EACH PIPE LENGTH SPLICE ' ® TRACER WIRE INSTALLATION W/EXISTING LOCATE WIRE NOT TO SCALE EXTEND TRACER WIRE UP FIRE HYDRANT BARREL TO 0 INTERNAL TERMINALS OF TRACER WIRE TERMINAL BOX AND BACK DOWN. ®M CLAMP TRACER WIRE TO GROUND ROD AT SYSTEM 0 TERMINATION POINTS. �� © CONTACT OUN N ODIVE SOILO" AWAY FROM PIPE AND IN / N f`a O TING GROUND N ROD TOWIRE O TERMINAL BOX IS A ()TRACER WIRE TERMINAL BOX p r{ rnW .k- a SEPARATE WIRE FROM THE G AT GROUND LEVEL �,‹ WIRE TO THE HYDRANT RUN 000 ��^^^^��''�� ---1 r i „ FIRE HYDRANT BARREL() '{rrl gg------�� ''' ems+ 2 t ©GROUND ROD <<- FIRE HYDRANT VALVE i� (� CT oZ NEW WATER MAIN o FIRE HYDRANT TEE N DO NOT RUN WIRE I 11011111111111111111j 3 UP VALVE BOX E' EXISTING WATER MAIN POSSIBLE SPLICE W WITHOUT LOCATE WIRE I �' Design For N ' • ��/ SPLICE TRIPLE 13'x8'-8" 13.5' LA SKEW RCB a r„l� E PRENTISS ST OVER RALSTON CREEK ��ll� TAPE WIRE AT MIDPOINT U OF EACH PIPE LENGTH WATER DETAILS 2 • GROUND ROD, ..„0 Date:. 0 ®TRACER WIRE INSTALLATION WITHOUT EXISTING LOCATE WIRE CITY OF IOWA CITY vNOT TO SCALE .2 ♦♦ FED ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 80,0.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS a7 DETAILED BY: CHECKED BY: "� IIW,P.C. • www.iiwengccom - _ IOWA U.1 81 N a) m 1. NI (0 X n M 1 o TRACER WIRE TERMINAL BOX m PLACE BETWEEN HYDRANT AND HYDRANT HYDR AN- VALVE. IN CONCRETE: PLACE 1' FROM HYDRANT. 3'-0' IN GRASS: TAPE TO BARREL WITH 2X4 SCRAP 'Ai"RADIAL l OF WOOD INSTALLED BETWEEN BOX AND I CLEAR I BARREL TO ENSURE METALS DO NOT TOUCH. '=' VALVE SPACE VALVE BOX AND PLAN BOX LID 6' GATE VALVE T • x MAIN FINALIlipi TRECH�� PF ❑Rn.l. vALVE Box TRENCH . II= 'I'=1= z BACKFILL t� SET ADDITIONAL GROUND ROD I_1=1I -11=I rliv I ' 11= 11=11. TRACER WIRE 71=11 11- 1 WATER =„ 1.� :I_ ii BACKFILL WITH CLEAN 2-1/2' / %O HOLDING ^ �1f=1 VALVE Box I'=11- CRUSHED STONE TO 18' ABOVE i SPOOL ❑R i MAIN 71-I 01.1 ADAPTOR II MEGA LUG I THRUST II=1 1=11 BOTTOM OF HYDRANT BASE \ II=11? �71=1 — : f BLOCK .1'11= •• 1r 11- 4' 12" E . I 11.-, I!- RESILIENT SEAT vtle / L \�__ -- (0�� 'I •� MPH ';;,..::::1,— '�; — !:`—IL GATE VALVE ®�:: , .I ii1 _-: 131=.!r TYPICAL S❑LID — — _ I, 11- �V �- -j�_ C C C C; —�� .� I 711 r- rII VW MECHANICAL MECHANICAL CONCRETE " — — '� 1= K :III=11 ''" �I '1I ?II=1 JOINT — BL❑CK 71.IL�1`I( ' ,II.IIII. RESTRAINED ZAS REQ'D CONID ANCHOR OR SWIVEL TEE =II=; �I; . I� • ll1r CONCRETE 11 11' r11= GROUND ROD BLOCK =71:II*� 'I1=II1 `�'v SOLID CONCRETE BLOCK IL• 11=11. _ 4 n-11-11—,,11-11-11—II-11-11-11-11— ., If=11=11=11=11=11=11=11-11=11=1• � -`1 "i`~I 'IT411=71.=11=11=n=n=11=i=1W .",,,(-) r,•1 co .�. i TYPICAL HYDRANT & VALVE ASSEMBLY ® GATE VALVE W/BOX ,.... w U.2 NOT TO WAIN NOT 1 O WAIT, co s CC V• i Q` •y w c0 N Q 0 U N 0 Q 0 M 44, 0 w 0 N N 3 o VI W W Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK n a ? WATER DETAILS U Station:10+00 Date:. Z CITY OF IOWA CITY 0 n a ♦♦ FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIS . NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: "W IIW,P.C. • www.irwengr.com IOWA U.2 61 N N ' / Undisturbed Sod Extend thrust blocks to undisturbed soil Excavaborr into trench well may be I Thrust Block necessary. CO Fpng J Form vertical surfaces of poured concrete thrust blocks except on bearing surface. trl /1: Encase all fiangs in Polyethylene wrap.Do not allow concrete to directly contact u joints or fitting Eons. to a*...:..=-••a' n e3 •Q'-( ' • Bearing sonars o a_ (See Table) 03 -/ / /t_ / .--.o;-•,a• I , Water NMI I_- MINIMUM BEARING SURFACE(s1) Diameter of 1a'min—..- Ppe,D Bends (inches) Tees and TYPICAL SECTION 11i` 22}J 45° 90e Dead Fade 4 1 1 2 4 3 6 1 2 4 6 6 6 2 4 7 14 10 TEES BENDS 10 3 6 11 21 15 12 4 a 16 29 21 • / j .4 14 5 11 21 39 ZB 16 7 14 27 50 365 ---'/ 1e 9 17 34 63 4 /r� / 20 11 21 42 78 55 I16I1IIIIIIIIIIII`1 IIIA 24 30 15 31 60 111 24 47 B2 171 76 120 *Nit ,- _ / 36 34 67 132 244 173 — / — - „ / Minmen surface ends area based on water pressure of 150 psi W / ., 0bwable sod pressure of 1,000 psi. — CROSSES DEAD ENDS '",, „/ !/ CHANGES IN PIPE DEPTH DEAD ENDS(ALTERNATE METHOD) T' ' �iT ii Use only when allowed by the Engineer,or when specified in the contract documents. THRUST _ Straps BLOCK / 7�' r Ettor a wish fteaeaxMd Cap i'' Mechanical Joint Y/ Raatraiwd Joints ./ Retainer Gland TYPICAL PLAN / y stn,per Q 1 .. .i.r Cl:::.-1..::;.::'.*N •:a • /. rU J ej ,.... -Vane •ei.,.s i'S"9i'. 27�/ . .✓1',i*,, Vane C'J rn 10'min. •••'} Ca i.e.. 16'inn. I Anchor Blork s._ use M.+— CO re —eCCa . �11'► ' - PLAN 7,C.....D.. n e o — — —`' 0 TMrISI Blecx / I' CO, o / ReYaMr DWq ';'•?- ELEVATION / zr- •.• r,-- / a . 0 <-bat• a sr:... q• l. a re Mo.1 5 X D CV 0 15X D vi Ian ---•�. 1- ui La SECTION&5 Design For l TRIPLE 13'x8'-8" 13.5e LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK rn .7„-, WATER DETAILS U ®THRUST BLOCKS Station:10+00 Date:. NOT TO CITY OF IOWA CITY ril n DESIGNED BY: TRACED BY: �♦'563'556.2464 • 800.556.4491 PROJECT NUMBER STATE FED. ROAD FISCAL SHEET TOTAL CITY OF IOWA CITY BROS-3715(663)--BJ-52 DIST. N0. YEAR N0. SHEETS a DETAILED BY: CHECKED BY: "W IIW,P.C. • www.iiwengr.com IOWA . U.3 81 CV co I co ra3 to co M In 0 CL m y± i Back of Curb 0 Unless curb ramp is aligned perpendicular to the street •y Gutter Line F, radius,provide an area of special shaping at the bottom of the ramp.This area allows the grade break at the ` --- bottom of the ramp to be perpendicular to the ramp and provides a smooth transition to gutterline for wheelchair access. ' I •.-. . - `.-. (2) Use vertical curb adjacent to ramp unless flares are 0 ',',' -' specified in the project plans.Install Detectable Warnings / - so that no gap is left between warning panel and base of la , �II= curb. Sae Detei!'A' 6' 1 Crosswalk A 3 y A CURB RAMP PERPENDICULAR TO CURB L - ' G "ae I t I Mk- See Detail'A' , \ , ftiJ ..•...,....,.. G ty CURB RAMP NOT PERPENDICULAR TO CURB C J—•< Top of Curb :.::::.... --G pi I,. - F Joint CD DZ {., Face of Curb "`?'— N r 1_. / 7}"rad. t Gutter Use Possible Contract Items: Roadway Pavement 1 6"2 4" Direction of travel on ramp Detectable Warnings Sidewalk,P.C.Concrete,6 in. Sidewalk,P.C.Concrete,4 in. DETAIL'A' 50%to 65%of Removal of Sidewalk base diameter r — r 11 Possible Tabulation: 113-1 N LEGEND 1.6"2 I —' P - / Ni 0.2" L) _ (3_ np ��7 (\(`j✓�/ ram---0.9,1 4'---.-I- " 0 IOWA DOT© e ,o-2o-ts o Landing � SECTION C-C MI-220 M m m r r ® — - `Y— STANDARD ROAD PLAN SHEET of C.1 3"R * REVISIONS Changed ainensanfromtack to detonable waning on Sheet 3.Added o Detectable Warnings note 3 to sheet 3. SQUARE PATTERN — - /li.an` ,a A _ _ ,- _ (Parallel alignment) ADDROVED en DESIGN MrTMGGs ENGINEER O SECTION 0-0 N Vegetation DETECTABLE WARNINGS n DOME DETAILS ON DETECTABLE WARNINGS C. AND PEDESTRIAN RAMP E 0 1- w Design or N TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK a ? MI-220 DETAILS U tn Station:10+00 Date:. t 0 MI-220 DETAILS NOT O SQL! CITY OF IOWA CITY in i ♦• FED ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS a • DETAILED BY: CHECKED BY: "W IIW,P.C. • www.invertgr.com IOWA - U.4 81 N In co M to tD to 0 Co Back of Curb 24"min.��__ (J Unless curb ramp is aligned perpendicular to the street AI _,�� radius,provide an area of special shaping at the bottom M of the ramp.This area allows the grade break at the bottom of the ramp to be perpendicular to the ramp and 'E'Joint 0 provides a smooth transition to gutterline for wheelchair 6"min. ! access. SECTION B-B Earth Subgrade • Roadway Pavement ••mow 'E'Jant—� 6"mm Earth Subgrade SECTION A-A 4-min. TYPICAL INSTALLATION DETECTABLE WARNING WITH NON CURBED ROADWAY • O See PV-102 Back of Curb 24"mtn� nCO c i RIM :74 C.)Earth Subgrade r N rn Joint 6"min. SECTION B-B Match Roadway Pavement See PV-102 Back of Cu. —_----24"min— I .. LEGEND - Ramp ,a� •^_'_ REVISION 4"•mm &IOWADOT 6 I 10-20-15 Earth Subgrade Roadway Pavement rsiLanding F STANDARD ROAD PLAN MIE220 REVISIONS-Changed d nenvon from track to osiectaEb warning on Sheet 3,Added N �*+++-�-� Match Roadway Pavement note to Sheet 3. 1 1 Detectable Warnings SECTION A-A APPROVED BY DESiON VETRODS ENGINEER TYPICAL INSTALLATION DETECTABLE WARNING < Vegetation DETECTABLE WARNINGS a WITH CURBED ROADWAY AND PEDESTRIAN RAMP 0 0 N 0 f` 0 1N r W Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK n a MI-220 DETAILS (MODIFIED) U tation:10+00 Date:. 0 MODIFIED MI-220 DETAILS Nor, SCALE OF IOWA CITY n a ♦♦ FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIS . NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: "W IIW,P.C. • www.iiwergr.com IOWA . a � U.5 81 N 7 DD 1 1 2 ID N N N O m ) If crossing gate conflicts with location of detectable warning,or if pedestrian crossing gate is provided,place detectable warning panel in advance of the crossing gate. 0 12'to15' 12to15' - — 24"wide (min.) detectable warning—,\ —.. l MI • C=1 tv O Sidewalk CD rri _ _ — . �� L.• �r t7 24"wide i min.) 1 \` J detectable warning wit RAILROAD CROSSING WJ LEGEND Ramp REVISION 0IOWA DOT 6 I 10-2415 Landing STANDARD ROAD PLAN MI.220 SHEET 3 of 3 REVISIONS Changed 3 to a Sheet 3. Eon,eats to delectable wwnvg on Sheet J Added S note J m SMet]. v/i Detectable Warnings APPROVED BY OESIGN METHODS ENOINEL12 a vegetation DETECTABLE WARNINGS e AND PEDESTRIAN RAMP 0 0 0 0 O N r` 0 0 vi W ti N Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK a MI-220 DETAILS U Emo MI-220 DETAILS Station:10+00 Date:. ce NOT TO SCALE CITY OF IOWA CITY a n DESIGNED BY: TRACED BY: ��'563'556.2464 . 800.556.4491 PROJECT NUMBER STATE FED ROAD FISCAL SHEET TOTAL CITY OF IOWA CITY BROS-3715(663)--8J-52 DIST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: "� IIW,P.C. •• www.iiwengr.com IOWA U.6 81 N J3 co 1 1 to co Zei r- ul O cc m TYPE A TYPE E TYPE G Two-piece fixed casting SizeFraand Notes: of and flanges T1h-dace rime o�.g Teo-y.ce roped castle) Fran role: spacing k Sze and woaosq al kap and rages TYPE C may vary. 'o'er Two-piece fixed casting with bolt-down corer © I o Cover Notes tRataMess oter Roughnesspattern and text et)le m pattern and I shies me t �'�� j pN,� C 1 OTy� m owe concealedyyeait(T C))arer i MvhYrllrn one concealed pidshole. A .. 0 / 1. �rO o _��A wo t .... •�• . ©n 4ome:repaied N aloallw wV r-�--.;ti eiw;fir r ..C, 1 JAI,. 1Mmall� ispace• X"amend�&meels holes or idols. ,��. j0�, p If frame to roqutred tp bs attaches to • . ame ' ,qNoe slots, eq llydri four sarouud frame.eter a ar 4. i ed CyMO 4 O c t © If ep�df { bolt down frame and cover j.4k �/� SSti � ? \, with four 1f'x ?JP' stainless steel, hex head, 'TARYS RY • 1- recessed cap screws. Secure cover with U �--, .T A11Aitt screws,washers, and rubber gasket seals. r•v C7ri V• Bd11�fd\ ^Y O //J r,: Mc1M•Ball Hale Q • Fbge(ITP) PLAN C�J �...:s \- I4 (:./` PUN "-i cn .,�� A RY _ e 31"nix r ..pen ' ' tut ND Anchor Bolt Hale° none(t)14 �� '� ILI i ) \` ` _ :�f W PLAN ,: 1,1 T Ilz" I ilk _..1 N Gasket 26"min. 1 f T/a" 2r m n 3 Seal TYPICAL SECTION TYPICAL SECTION A 24"min. 1 Castings for a I kt" IOWA CITY ENGINEERING 9 9 a 35 7 mYl Figure 6010.602 a DIVISION Storm Sewer Manholes 0 TYPICAL. SECTION 0 N O N ✓ LI C. 0 vi 1— w x N Design For NJ TRIPLE 13'x8'-8" 13.5' LA SKEW RCB NI a IO WA CITY Castings Figure6010.601 E PRENTISS ST OVER RALSTON CREEK Sanitary Sewer Manholes . j ENGINEERING DIVISION 5 • SANITARY MANHOLE DETAILS U Station:10+00 Date:. Z CITY OF IOWA CITY 0 M a i ♦♦ FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--BJ-52 STATE DIS . N0. YEAR N0. SHEETS a� DETAILED BY: CHECKED BY: "W IIW,P.C. ♦ www.iiwengr.com IOWA . U.7 81 MI t ROAD I STA: 102+00.00 BENCH MARKS co �EL: 651.07 ' BENCHMARK NO. ELEVATION DESCRIPTION 1, 1 to 665 --- PARAPET/RAILING 66'-1 PARAPET/RAILING 665 0 40000 656.31 B.M. 3 AOH - 1t• _ -._...._..---� 7.._....______. 3t• E 40001 679.42 B.M. 1 AOH Po 1 N 660F......_.. 28•.-6 '... 37-7 � 660 F 20 . 4 40010 653.12 B.M. 2 RR SPIKE IN PP cc I W n I .....- --655 Z w 0 655- 03 co ___FFF 650 -- -....-_.._. __.___.-..._.-.. ..........__ ........_..... ..-- 650 $10 BRIDGE APPROACH PAVEMENT, FLOWLINE FLOWLINE I N FLOWLINE FLOWUNE = AS PER PLAN 645-STA: 101+19.72 -_ ._..._- STA: 101+70.4 ...._ -... F w.._ STA: 102+38.64 .. STA: 102+83. 645 '< MODIFIED EL: 640.22\ EL: 640.32 `ao m CL 0 20X EL: 640.46 EL: 640.55 a m SUBBASE 640._- - -_. -- - __- co N m6... - �I - - -- - - , - 640 0 a GRANULAR BACKFILL �- i w OR FLOODED BACKFILL 635 - y v..... _ ----635 PER V.3 & V.16 >w TRIPLE BOX CULVERT 630 ..- w o a� .. - ......_......._. _.. - ._-.... -630 - _' 625 M a0 n m n a0 M 625 1 L j, :,-- I A•� u� co N a•N u�,,� n„1 o d. N a M.,n m 1 � �- 1 1 0 od od 00 00 00 0 0o d a as as as na na ag as a v r�1i m m0 co(0 0m m� CO CO �� m ,o " 101+00 101+50 102+00 102+50 103+00 HORIZONTAL SCALE IN FEET 2' 2' PROFILE 0 10 20 QUANTITY CALCULATIONS ARE BASED UPON 1:1 SLOPE AND act MINIMUM TRENCH DIMENSION. ACTUAL SLOPE OF TRENCH MAY DRAWING MAY HAVE BEEN REDUCED VARY BASED UPON CONTRACTOR'S OPERATIONS. SEE SHEET A.3 FOR t► \� r \ r \ r�40, c= . - - 'w PROPOSED S _- �i•• -pis`• EXISTING STRUCTURE 1 1_. , ` \- \ a1� rc• W , CURB- BOX CULVERT REMOVALS I o; Irr N TOP • 12" 11 1 \��A; � G / �5o BACKFILL LIMITS 1\ ,,,,,,,....• 1 \ ', / s ' STA 8977. 3 1 1 ` •b% , s -� • 88 N 2178256.54608977.83 J \ % o , I s so EN PROJECT -7•6j9 \6gq EX 42" SAN SEWER f ` 1166. , N \6S19 ✓1 O\\� � � o� i PROPOSED MATCH STING PROTECT DURING ✓� 1 i z•;;�•-'� + j0 0, SIDEWALK DEMOLITION AND ' (/� .•;a;,< I rn VPI STA: 9+97.50 CONSTRUCTION ••W I ` G / '. $�' �, ' '0 CO EL 650.50 PROPOSED t v 1 v�1 \ PROPOSED I 1 FL EX 7.5 FT DIA CMP:640.39 135' VC ii - EAST PRENTISS ST `:. 1 1 \\ S UNN ST /I o , S� / PROPOSED GRADE - - III* ` o \ \ S•1 l -- - ��-_- ON PRENTISS ST WALL S / o - 11 03 FL EX 7.5 FT DIA -. HEIGHT �i / z �' =�6 , CMP:641.02 ® NTSQ 1 VARIES TO 5 \ _ �-- w ��_ 4 c:� 1 MATCH EX ! \ •s o r t STA 9+78. -�� 11 SLOPE 01 U EXISTING - �i b 92'-13�4" o O \ �• 'I WALL EXTENSION�E .1:10 LOCATION r C) "7•T k g - - -• HEADWALL- - •• ._ I-�� I / \ CITY OF IOWA CITY . rTl 1C '�II -- _��\\-_�t``� o �P %�� r_ �- 0 - ,� T79N R6W 1 _... 1 •, �� 1 �: \ _ ___i•; --mkr � - _ ---" - - �.-... . a-r; • • _ NW1/4 SEC 15 C7"‹ -- .. 0 1r � ��; � � FL EX 7.5 FT DIA + � o i � .. �►. • � -. ��---- •-, � �' ' s i - �i��...��'' °^-- _ • OVER RALSTON CREEK r r\�� -'r � � -' CMP:640.39 -. --1....._-._.._� _ ,..� I�+►!�r� r • �J • .6�- �'• • •�: - _ _ • �'' �_ � f/ - , t�, �� r � FHWA STRUCTURE NO.500790 --1(-) �ippi��Ej �4 ��e� i/ ,�`� -� _ w/ ril •FL 640.48.' ice' • • �•-o . .:,3r,!• •�- . _0_45 : • •-p 4 -• _ - 41.654379 N,-91 531686E .fir tI'�[� �Ii�' 1 �� / FL 640.32 i�,D..-_ D ` DD / / O • - • - s_;_ - • 01�0 r = _ _t-1.1 - i �; i - - i' 1 D y -• ., • - 7,• . • . •7 _ • • -:44, TRAFFIC:1768VPD(2015) --0N � �J �� // FL EX 7.5 FT DIA •. �'�"r�� ai - �„= .aa•1• • �_OO- ip • �' - l' . O- ,0-0 • • • = •_ x •. i / CMP:640.43 �!, • �'� T rtti1�' =r, . - • • e_„0-' • - _ �� HYDRAULIC DATA .1 { O O O O _ DRAINAGE AREA 8.17 S0.MI. WI pp rat = S _ � i,.STA 101+70.4 ' 10 •,4 4 �s D D �� " O• O O O p p O MAIN CHANNEL SLOPE 18.1 FTJMI. ' �-1*I lii-.A.... - ,_._- '?" `; I MIVIIIIii _� STA 102t38.64 - .� �- Q'00 - DESIGN DISCHARGE 5000 CFS(100YR) J Cam_ p� / FL 640.32 ..0rn 1 I Ilk=�� 1 /FL 640.46- - - - • e TA 102t83.460 0 DESIGN HIGH WATER 655.23 FT.ELEV(100 YR) FL EX 7.5 FT DIA i 6 . • • v v� 4- - _ O O -- REACH SLOPE(LOCAL) 22.0 FT1MI. STA 101+19.72e , �' CMP:640.71 _- -- - `v 1\ -- D .�Y►� /Mk- �'- - - _ _0_ -• ' • -. 0•O O O p RRA ON-6 1; i ___ _ -"-_ -.-_ _ 1 T f, -�� ` TY• •O_ , •Q • O O • DESIGN VELOCITY 9.3 FPS(100 YR) a �J' �� -_ -_ - - FL640.33 H �kLiE � , • - „ o Or :.�C.,.a ' . • 1r-0 ' -°•0 1 I, %�'�G` �� _- 4 1 `_ `' \��., o •0�0 - i • • • - ,�• - r ;,• - •., • •:11,.. 1- , O. 4000 CFS NATURAL STAGE 653.04 FT. c ��• _ �� \ • ♦ • �� CTB • Q- • 4 -� O 5000 CFS NATURAL STAGE 654.38 FT. •; ^�� ` _ _� �' 11' CB 40743 \\\ _ 1 � � • , • •i a p ��p 1 QO�_ •:p��p 94•�1= ao �Arl.:'-VA.M.�� , e ` \\ � / WA�"1,• ,LveRr 6ao.6si� 1 � . O •.��•4“3 �� • �� ' 4O 2250 CFS MIN. ROAD ELEV. 651.07 FT. oi �C ►~ �PI�T _ \�_-�'�►/� ��`, 3 • „�_ , '. ''�i��.•_ .�O�...• ! •• Q_p a • • -p-.��9•y ` O�RTOewMG n `�I11 �,...,,��'1� ' 13(►1 _ ."�__. _ .. ■_ .- , -�7W.0=�s. c • • • ��` W •T= 0.0 8000 CFS STAGE VMTH 657.68 FT. __64B raft 6r4,„,„,..„, ./..pAoRFApcEuTLyEARNTD a�� 1I BARREL - -� / o \1 O ,-�`�_� HEIA ING DWALL �..••�WALL EXTENSIOAI ,- BACKWATER o - , - 1 \ CORPS OF ENGINEERS NYp NO to W ' '65p RAILING _ �� /1 FL EX 7.5 FT DIA pp110 N •__653 1 STA 102+00.00 ` `� 1 CMP:60.47 CONC = STA 10+00.00 ! FL 640.47 ` Design For 6 3� ` _- - - PROPOSED TRIPLE N. O . \ egg I� 1 END OF CULVERT BARREL > >_ „ �a - - asp- b� \ / PARAPET AND RAILING 1 TRIPLE 13 x8 8 13.5 LA SKEW RCB N - 13'x8'-8" RCB 1 \ --653- _ ` s ` Q LEGEND 2 E PRENTISS ST OVER RALSTON CREEK on �'\ 1 STA t0+21.6• S- _`� _ _ -654= ; / �� p a\ o ` //�` 6��j 1 I PROPOSED BOX CULVERT TOP51 SITUATION PLAN - \ 1 \0 0 1�5p \\` / l PROPOSED BOX CULVERT FLOOR = N ll1111A 1 0 // PROPOSED 4" ARTICULATING BLOCK HORIZONTAL SCALE IN FEET Station:1 O+00 Date:. 1 \ \ \ 1, i ,u N \ \, \' MAT OVER ENGINEERING FABRIC 0 10 20 i; ® PROPOSED CLASS E REVETMENT .�.� CITY OF IOWA CITY SITUATION PLAN OVER ENGINEERING FABRIC DRAWING MAY HAVE BEEN REDUCED a i •• FED ROAD FISCAL SHEET TOTAL �_ DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: "W IIW P.0 • www.iiwengr.com -- . a IOWA ' V.1 81 N co TOP OF CULVERT coSEE V.15 - CULVERT TOP ELEVATIONS 6k ALTERNATE 4e 1' 3" 7 SPA ® 1' 6; be BARS 1'-3" 1'-3" 7 SPA 01' 6; 5e BARS 1'-3" 4k SPACING 5k9 n r'Ci :e. 5e — 4d4 0 9" SPACING (0 N 0 0,, O 4e 4k ALTERNATE �0 4e 4k ALTERNATE ' II m 5k SPACING 4e N cr 5k SPACING — U I • 6" - 4d3 ® 9" SPACING J 1' 0" 11 SPA 01'-0; 4e BARS i'-0" . I •°1'- _� 11 SPA ® 1' 0; 4e BARS _1' 0': et • FCO 7m 9" 7m 0 0 9" ' 13'-0" �4 m 13' 0" 9.. 13'-0" 9., m a I ix w 6a2 STAGGERED 0 9" SPACING a w 0 ' , 1'-0" 1'-0" ) 1'-0" N 01'-0" 11 SPA c' 1'-0; 4f BARS TOP a 11 SPA 0 1'-0; 4f BARS TOP 4a1 ® 9"— a '• 10„' a 0 SPACING _ -rn TOP OF CULVERT FLOOR 4.. 3" • 6" TYP m l y-...,_. �+ •• 47_ 6m N 4b ALTERNATE rn .. r 1 v-� c �v� SPACING �-� {i- kk _ 7 SPA 0 1'-6"; 4f BARS BOT IN, __ 7 SPA ® 1'-6"; 4f BARS BOT _ 5m 'N� 6m25 1'-3" 1'-3" 1'-3" 1'-3" ALTERNATE 0 BARS SPACING ®BARREL SECTION LOOKING NORTH NOT TO SCALE BID AS DECK SURFACING (CLASS 0 PCC)L. J f PROPOSED OF 1'-0" #5 012" OC EACH WAY E PRENTISS ST —DECK SURFACING 1' `--' / RAILING 6" PLACE PARALLEL TO q 6" RAW STANDARD ROADWAY AND PARALLEL TO STANDARD c� 11.-0" SIDEWALK CURB q BARRELS VARIES (32'-0" MIN) CURB SIDEWALK C751DEWESrr� VARIES 6' 0" m7AFtIES N•m I SLOPE 1.5% .•, `' .„.. SLOPE 1.5% yr .., N (PERPENDICULAR TO q) M> •� d (PERPENDICULAR TO q) C"7"'< —� 0 I j 00 / — 1" I I ,, • \ _ Ear• • • r r • J 1.. • I _'.• K 3 PERMISSIBLE PERMISSIBLE PERMISSIBLE x CONSTRUCTION 7 — . .— .—. CONSTRUCTION CONSTRUCTION N JOINT JOINT JOINT o #4 0 12" OC EACH WAY TOP OF CULVERT • PLACE PARALLEL TO g SEE V.15 - CULVERT TOP ELEVATIONS ® CULVERT TOP SLAB REINF STRUCTURAL CONCRETE o ROADWAY AND PARALLEL TO SEE V.5 & V.6 a, BARRELS (RCB CULVERT) #4 0 12" OC EACH WAY S PLACE PARALLEL TO c. 0 PERMISSIBLE c5 "T. 3i2 ® 36" OC EW ® CROSS SECTION ROADWAY AND PARALLEL TO CONSTRUCTION z 0 m SEE 2/V.2 FOR BARRELS o JOINT Y 0 W DECK SURFACE STA 9+78.40 NOT TO«.•,a o j> REINFORCING TO STA 10+21.60 rn a J U 0 o NE��m INTENTIONALLY w p �M a-a �� ROUGHEN TOP N Fm, �1. � SURFACE OF Design For N Q n �� CULVERT TOP SLAB > N I TOOMIN AMPLITUDE TRIPLE 13rx8'-8" 13.5' LA SKEW RCB > N N ��'\ OF f �'• E PRENTISS ST OVER RALSTON CREEK n a U SEE 1/V.2 FOR 5 N U SLABERT REINFOP RCING BARREL SECTION AND CROSS SECTION () DECK DECK SURFACING/CULVERT TOP SLAB INTERFACE Z SIM ® SIDEWALK & CURBS OVER CULVERT NOT TO SCALE Station:10+00 Date:. I NOTE: PROJECT 3i2 BAR 1)¢" INTO DECK SURFACING & CURB. CITY OF IOWA CITY i PROJECT 3i2 BAR 3" INTO SIDEWALK. n jj 563.556.2464 •• 800.556.aa91 PROJECT NUMBER FED ROAD FISCAL SHEET TOTAL �_ DESIGNED BY: TRACED BY: "� CITY OF IOWA CITY BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS 7 DETAILED BY: CHECKED BY: Irk P.C. • www.iiwengr.com IOWA a V.2 81 N I m APPROACH 3'4" CHAMFER PAVEMENT / I "E" JOINT TYP ccoo E JOINT ; . jr, ro r.n ADDITIONAL 4o m \w ' v SIDEWALK ® TOP BETWEEN ITIONAL 4o ® DTOP BETWEEN a 1'-1" 9"• REINFORCED ANCHORS ANCHORS >� < P.C. CONCRETE, 12 IN. • • g" • 651.96 io SEE V.21 r y� N '• 47^• • • • j� _ PIP' 5d1 •_ �' s-s------•- PERMISSIBLE , 4d4- CONSTRUCTION ICo JOINT • • 649.83 4d3 • • M I 4d5 s` 4d6 0 9" OC 5Y2^ • ... 4n06" OC co 1'-1" f 4o �� • • 3'-6" #5 DEFORMED 1_0^ p n rn ' STAINLESS STEEL BAR CD2'-0" OC i t I .K.-, TO BE PLACED WITH CULVERT 4n ® 18" OC • / ., .P.'--4 w �)-` • • PAVING NOTCH • �an ® 6" OC > t ®AT PCC APPROACH NOT To sou .G trT'"1 OTOP OF APRON WALL _ a „ N AT NW WING NOT TO scJu 4n ® 18" OC _.+ • • 7 W SIDEWALK PAVEMENT r„E" JOINT NO SOIL SHALL BE BACKFILLED BEHIND THE WALLS AT THE APRONS PRIOR TO c POURING OF APRON CONCRETE. A• • ..; o �i • ) ccr jr-\ cn 0 C> > '< 1'�1" ` 9" • 40 ® 15' OC ` GRANULAR } ` . BACKFILL 8" 1 • 5f & 5m 0 12" 4m13 0 18" OC 6" 4" 3" 0 SEE V.16 z OC EW `.o-, - jr- - FOR 4Y41/2j Nd • i ) �1 EXTENTS NJ 4f HORIZ �.- - ) ,_ 1 NI ® 18" OC / .. M ce e Sd1 for <4 • • • • • r S M 0 { i o 6m26 4d3 2x4 in . 3'-0" 61 6" OC Na KEYWAY n o 10 0" "�U 1 -3" AND CAPBR WITH REMOVABLE oIliRODENT GUARD NI11.-3" 0 n 3'-6" #5 DEFORMED 1'-1" f9" 2'-0" Z STAINLESS STEEL BAR 0 2'-0" OC "-1 TO BE PLACED WITH CULVERT \ ` PAVING NOTCH APRON WALL N 0 AT PCC SIDEWALK NOT TO SCALE 0 12' MAX NOT TOE Design For NI TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK , WALL AND PAVING NOTCH DETAILS 5 Z Station:10+00 Date:. 1 CITY OF IOWA CITY 0 n DESIGNED BY: TRACED BY: I• 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE FED. ROAD FISCAL SHEET TOTAL i IIW,P.C. • www.iiwen CITY OF IOWA CITY BROS-3715(663)--8J-52 DIS . NO. YEAR NO. SHEETS T a DETAILED BY: CHECKED BY: '� 9r.co^' IOWA . _ V.3 81 N u1 I CO ,1gullllllllm11,,. N NORTH i coo ii lir HORIZONTAL SCALE IN FEET n 0 5 10 17 y 3) /33.34 DRAWING MAY HAVE BEEN REDUCED O0 0] • n N N�OM NW�' I 1_" 28'-33/8" PpRP 'O98. w ti tj 1 • co !r I r co 7 ISM I r if If r 1. co '_ fl l N 1r CONSTRUCTION 1•1 co JOINT tnilliftiwai I it r/l CA •CO 30" RCP !/ / !1 IIIIIIIIIIIIIIIFL 646.59 N • I SitnigFL 644.99 /f i 1 f M 15" RCP f/ 11 r cn JPit / I t 1 !r ! f .. ti 1 42 o„ i f t c 1 fl r 1 ° CONSTRUCTION j rn -" JOINT / o ! ° �� in 9° 1 /1 ' t a. uI 9Q �� rn 1 if %f �s. O. CO ._... N 1 11 „ f1 r t ` .•-in co a N1119'. i s it � ti t , -< -n rn N0 I. N !r / I tl I N 13_0„ •i•f 0 If � / w 1 k: , 11 � a < 1f rl ® 73�0" f l FL 643.07 r o ti !/ .) 9" L I o ro i f rn i f ® 13�0" 0„ o e 36" RCP °° f l / l 1 ° .o ,.V 0) N 0 1 i. w 11 / if t Po yD, f/ /1 r DesignForN o /j t j I TRIPLE 13 x8 —8 13.5' LA SKEW RCB N � - II rr �s E PRENTISS ST OVER RALSTON CREEK s ��7 t f 1 l f t• `� ' OVERALL SLAB PLAN Z N Station:10+00 Date:. ® OVERALL SLAB PLAN CITY OF IOWA CITY a n DESIGNED BY: TRACED BY: ••" 563.556.2464 • 800.556.4491 STATE PROJECT NUMBER FED. ROAD FISCAL SHEET TOTAL � CITY OF IOWA CITY BROS-3715(663)--8J-52 DIST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: IIW,P.C. • www.mengr.com IOWA V.4 81 N LO 1 3'at co 7 1'_3» .�ulll1111111llllm.. j If SPigO 6�.`s" 1_3» NORTH tc;' i 5e7 7 SPA ® 1•, .. 1-3" 1_3» HORIZONTAL SCALE IN FEET n , 5e 1'_3" r7 / 8 7 SPA DRAWING MAY HAVE BEEN REDUCED LI, 0 o 61; "m !It , ( 0, h 1 ` I I Co Q a u Ito- r0 O 0) I® sl 0 ��-t__, _- ram, •.111/1 o N I Y I .. g CONSTRUCTION ® H INT11' 1 - ONOTE:PARAPET, RAILING, AND _ �vINTAKE REINFORCING AND / �C- _ODOWELS NOT SHOWN FORsNCLARITY. vnALL LONGIDINAL ;� OI ,6" o co 1221 BARREL STEEL SHALL5e5 :7"4EXTEND AT LEAST TOCONSTRUCTION / 1_3,. 7 SA ® 1• " o vTHE BACK FACE OF wy JOINT -10', „ s Y .( - rn BARRIER RAIL c� �� 1 5e56; ® � a)to (n p� } �' -I Q o .ram: N I an'ry II a• W rn �� OiliarTh, �`� I NII `J all 11 - Zo ® ir C 0i , 11 I I --7-- '' N `M h O n `r U , W Co N Cr N W 6k ® 7'-C NJ -I BETWEEN o o ) Co ) / BARS o o 0) a ® ® ® Y rn n Q 0) Q `° a a.co V7 1 o co 00) © � 10 0 a. 1 ` M r+ 0) I 11 I, IN .�� , 0 - 55�� oill p �/��`mow.wee1�� TRIPLE 13'x8'-8" 13.5' LA SKEW RCB NI ° ° /�,.-f� � E PRENTISS ST OVER RALSTON CREEK to st • r -� iiliw ��♦ =O �� TOP OF SLAB REINFORCING PLAN o 0 SPA 7 SPA 7 SPA Station:10+00 Date:. ® TOP OF SLAB REINFORCING 1'-3" -10'6'-6" P-3" -1p•6'".-6" 1'_3» -10'6„.-6" Se6 Ses Se6 CITY OF IOWA CITY cr n 1'_3» /' -3" 1'- » a, n DESIGNED BY: TRACED BY: •• FED. ROAD FISCAL SHEET TOTAL 5W,PC.2464 • 80wengr4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--BJ-52 STATE DIS . NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: "W IIW,P.C. • wmw.iiwengr.cam IOWA V.5 81 i ' 0 1 " -0" nulllllllill ,.. °0 1' =11SPA o® 1'_0" 1_o" NORTH l'� BARS 403 1'_ " 11 SPA 0 1•_ „ HORIZONTAL SCALE IN FEET c0 44 Y I =11'�® 1'-0" 0 5 10 sariImmi r7 1 •. I BgRS 4e4 1 j SPA ® 1_o" DRAWINGREDUCED EDUCED I °' I =11'-0' 1'-0" o ro BARS 4e4 m " • 11 o� ® 6 Q rn Q h rn N h N 1 am Y ® v MA Qa. It) ��_-IIIG� �5`. h �e�� Y .� 411 e.�N'�`r CONSTRUCTION ' =� JO �O Y V I/ INT !I4 M i ` ` I O I 11 ;�� NOTE: ° f 11 -�SP �THE BACK FACE OF 1S -cr rn � ` CONSTRUCTION BgRs 4e1 --1 """6" ° �` JOINT 1'_ 1 SPq ® 1` " -‹ CO e '. o" A 4e1 ,r.R „ B RS r rn 7.....:csi 71z.,. .,.......z.z......:..................._y I° o ` -Jo ^IO ® (° o e Q 11 D o III 1h N I V Et ce o� rn N Cj iico U ® ® �e / It ti . Q , �' I 0 n o) c� v a 0 1 ® Q 0 o rn 4 / r7 o O o i °' n 6 3 ® v ° y N , CL 0 / �'��1 Design For '# N° ��' � TRIPLE 13'x8'-8" 13.5' LA SKEW RCB , �IIN� E PRENTISS ST OVER RALSTON CREEK BOTTOM OF SLAB REINFORCING PLAN S Station:10+00 Date:. i co BOTTOM OF SLAB REINFORCING 1'-0" 1 1sa Rs 4e2 " 1•-0" 111sa o®4ez" 1'_°" 1 j 156AR 4e2 " CITY OF IOWA CITY BgRs 4e2 BARS S n 1'_0' 1'_0" 1'-0" n DESIGNED Y. TRACED •BY: •• FED 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR N SHEETS DETAILED BY: CHECKED BY: "W INJ,P.C. • www.iiwengr.mm FED. FISCAL SHEET TOTAL IOWA VO..6 81 a N 4 1 co r, -- .�1mIIIIIIIIWl1i,.. I/ l l l I NORTH lI II co co 11 / /I/I HORIZONTAL SCALE IN FEET D n / I/ • `i I r I I I DRAWING MAY HAVE BEEN REDUCED 0 I I/ct 11 m l II l I I II // I I I/ I l // I / III lI //1 / I II I/I II II/ // //// // //1 l lI 1/o Il II II lI 13-0" /! 11)�" THICK //BARREL FLOOR ///3'-0" I%9 toiii 1/ 1// 3'_0., M r I I WALL"Ill ' Ciii / /I —ii_ / CO 40'_6,. 10_0„ / o 3„ Q C' / Wq« N ri «.. - 1p�O" ,/ N 6" THICK t "` Fl THICK ( FLOOR 1.71 // _..I 00 r FLOOR 3„ • �C "TJ 0 1 11)¢" THICK °'�" N y`o. 0- FLOOR y` W N �� CC Q _ / lO\ U Qa V Q = \ / ^\� Q . \ t:::-c j h , N 0 0 0 N 0 it.' ® SOUTH APRON PLAN `i ' I-, 11)¢" THICK ") w FLOOR U, a Z Design For > ;j3TRIPLE 13'x8'-8" 13.5' LA SKEW RCB 0 E PRENTISS ST OVER RALSTON CREEK a n 11111100,‘111\ii --- --j / SOUTH APRON PLAN Z Station:10+00 Date:. ,,._25�8" CITY OF IOWA CITY M a _ n DESIGNED BY: _ TRACED BY: �� 563.556.2464 ♦ 800.556.4491 PROJECT NUMBER STATE FED. ROAD FISCAL SHEET TOTAL WCITY OF IOWA CITY BROS-3715(663)--8J-52 DIST. NO. YEAR _ NO. _SHEETS IIW,P.C. ♦ www.iiwen IOWA a DETAILED BY: CHECKED BY: 9• V.7 81 (N lr l I / I 11 S1 I 1 I I nllll��llll�1lllle.. A 0 ,'_ I I 1 1 I NORTH 1 1Y-o`• 0 I / / / / • `I it • 4f, / 11 SP / 1 / HORIZONTAL SCALE IN FEET ,n I 1 / _ 11'� ® 1.-0 / I l 10 0", / mom EN /l%d�/ 4fj l� 11 sPq DRAWING MAY HAVE BEEN REDUCED 0 N I I il'_p, ... -0 I ce co •ilt ! I NAlp%/ 4f, / 1 I�il I o I Il lln� M I lI / 1 +o' 11 / 1 1 l I l / Il / "� I / 1 / Il ® I I I I / l 11 I / l co a I I / 11J¢" THICK I / / rO W. 0 / 1 / BARREL FLOOR I I / E 0 0 / 11 II / o N I lI lI I ,.. co a. I I l l I I I Il l / I ao N (Ni / II II I II I / I / 6m6 I / I l / co / (11'-0) 11 I I I I cc Il II I I It I1 I / I 0 4m12 o. ^°co;,i O B 1//Wi Illl / / (2 5) 6m6 /1 Q lIll/ll `av^�ollp// I I (11'-0) / BARREL 0 II/ 11 l ta% 6m8 REINF /lill IAl/ll��nn' 6m7N��`I_I1' jet `IIMI; I%% //// N F INN norm c� co ,// At 4 APRON L'.g• / REINF S -.1 �j 11)¢" THICK / o „. n W., 'i 11 FLOOR IIIII C° gram. I ..I Q I ry �1 F n '.3 Q. i a. co 6" THICK N J I N I O n C") O /•// FLOOR 11 " THICK 11 r- i Q I Q o II ///�CL ) FLOOR I o^ _J. �../ ///� / O "' II l N iiilalisissi 111W111 clA i 1.1" i a- i ....J Sli 1 N N-.r / I/:milce l0 I \ a / �% U N O h aW / :,I co o s 3 0 a Y Q O m O ,.h In Zo Cri o I 1 ^o I, a 11)¢" THICK •'• 0 0 I,, FLOOR IF' N `\\ , SOUTH APRON TOP REINF PLAN 01-4 Ld NDesign For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB � E PRENTISS ST OVER RALSTON CREEK a 6 `�` ' • �p-6*' �s1-6 ' piii�s SOUTH APRON TOP REINF PLAN S do 4f6 ��. i��I'I SPA Station:10+00 Date:. 3' 3" 20'01,''' O 1'_p I _ 1p'_6 1-6 4/9 sf, & Sfg 3" 3" & 4f,0 s` CITY OF IOWA CITY ce 0 n v ♦♦ FED ROAD FISCAL SHEET TOTAL PROJECT NUMBER STATE DIST. NO. YEAR NO. SHEETS �_ DESIGNED BY: _ TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY BROS-3715(663)--8J-52 DETAILED BY: CHECKED BY: 11� IIW,P.C. • www.iiwengr.com IOWA V.8 81 a N r 139SP / I // co rr a .A 0 1•ems I / / 1illll111lilllll1.... s 4fts ii / / / NORTH Co-.. 6i" 9 �Al% I 0 `ni : 13'A 0 1,._s / I / HORIZONTAL SCALE IN FEET 0 5 10 In I tit B 4f1g I1 1 is 1 4iiiii 1 / 9 SPA / ICr) 0 U�UI�J►1 $ 13•_60 1'_6 DRAMANG MAY HAVE BEEN REDUCED F , tart 4f1g / m � l I / ��eiiiii m . I l I 11x/n�� II t;u 1 11 lI 1 I 6ii� 1 11 11 I III/1 I / l I I Il I , / a / / / I / l N , Il I / I 0 1 IIl II 1 I lI I I a / II 11 THICK 1 1 I 0 / / I BARREL FLOOR I I l e / 11 II I a I I / I Il l / l M I Il l / I I II II I 1 I I I I II l / I 1 II I1 I / II I / I / / 11 I c, 'Gui� / / I / / ivirit I l I I I rn 'Ill I1 I 6,'" l l 1 BARREL c REINF / /H Il/i .`- I F 01_ —044s •r0 YI r, 7 o ''� APRON I 0 REINF 111�" co il FLOOR THICK CO CO 0 i„f• 6" THICK N ��= FLOOR 11J¢" THICK // p /,: FLOOR . "_ r' M i r0 fff O ' y (T1u v". Q7 1s i RP c--)-< — r-" ry ce CD \ •,�� -_ 0 \ \ / > CA) Vc iO \ / / -..J a '� \\\ \ / /// 0 4 ti c- Go o 'cocv 0 \\ FLOOR HICK / / (/O 0 / / ti a Q - b / / �O, 3 k (3'� JN � 1/ Design For a NI li ® SOUTH APRON BOT REINF PLANTRIPLE 13'x8'-8" 13.5' LA SKEW RCB N 10�SPAo1•_ �,� E PRENTISS ST OVER RALSTON CREEK s s • 4f2pdc4f210 O \\ 1 0 �R , 4oItf SOUTH APRON BOT REINF PLAN 5 ao h o Z 7 SPA h Station:10+00 Date:. 1°-s. 42' ' CITY OF IOWA CITY re de •• • FED. ROAD FISCAL SHEET TOTAL DESIGNED BY: TRACED BY: "� 563.556.2464 • 800.556.44g1 PROJECT NUMBER STATE i IIW,P.C. • www.iwen r.crom CITY OF IOWA CITY BROS-3715(663)--8J-52 DIS . NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: 9 IOWA V.9 81 CV f 1 ...1111 lll1lllllu1.,.. co NORTH M Ci co HORIZONTAL SCALE IN FEET co 0 5 10 n 42 6„ M DRAWING MAY HAVE BEEN REDUCED 0 cr co r7\� 7 t:.:::, / ,..,,,,....,,....ts,,,,,,,.........z...;;_ss..., h to • / FLOOR - ,‘"."."`"4/ / / WALL WALL IIty, ' N N M N • • O CZ)• -ter ---1 C�J oar* ABOVE/ SLAB .--{n :< —0 M rri 3;, a O� P...? C T> W I /II v / n11011111r17, I IN IK 3 ••R Iu I En I ao WAL �l lI M\ L 'o, o I o • lit' I 0 /�' Ioro / II I O 9' C i NORTH APRON PLAN v.iooZ / 8 11711 111W9,,, w8N it/ 1Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N CONSTRUCTION t, E PRENTISS ST OVER RALSTON CREEK PI 17. JOINT I iii NORTHAPRON PLAN s I a N I I/ % ;; Station:10+00 Date:. I /1/1 11 CITY OF IOWA CITY n I II I a - - �_ DESIGNED BY: TRACED BY: •• FED. ROAD FISCAL SHEET TOTAL 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIS . NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: "� IIW,P.C. • w,vw.iiwengr.com IOWA . a_ V.10 81 (N I ..nII11111111111111ro.. 6- 7 SPA NORTH CDrnei- 1 p-6'. 1`6 HORIZONTAL SCALE IN FEET 0 5 10 8 iile N I Nb N. II o 41 4f1, 3, 9' 1 i•ti ig9OFq ® ,_O _ 'n Sf,p & Sf DRAVANG MAY HAVE BEEN REDUCED I/II`� 1 9' __SPA m l�/l! 3+ 40 1 c-6',_6 Qr 4 & 4f15 F ')� o 6" 11 I 6 ry / l \11 " THICKN ii7FLOORo / / III! ir FOORHICKE oo co o 110"o ro 6" THICK 2 oa 6m9 • F FLOOR(VARIES) 0 .- e BSPA ® 1-0 _ a 10 0 M �la/l� 5m 17 11 / c97 c.7..., N CD •~'1 - CO11 (VARIES) t"ar/ APRON t!-i N III, REINF _, o..c,-,v -040.18,84,010,4--4-plerniNt rr 11 /W�a//81 �� dl��'lIdld/l�:`�l/A/I F t —will 4m,2 IIlIaII `�l/dr o .. BARREL(2'-5 LONG) REINF11)" THICK �l �N I I` � 1p�� BARREL FLOOR M 11' Fco o.;l . 24SPA ® 01 � NORTH APRON TOP REINF PN co N �N 00108 (2'-5 LONG) fP CO Design For IN_I_I („'-0 LONG) E TRIPLE 13'x8'-8" 13.5' LA SKEW RCB M , all - , E PRENTISS ST OVER RALSTON CREEK N � , N S?A • IIOIU4 9... <E. , _ 11_G- 4f? I 1 I/lll/I` Q o J / I I 1 j SPA 4111 o%� NORTH APRON TOP REINF PLAN O I I , c 11.`Om fG 11 N 1 1 / 2 1 1 11 l!% Station:10+00 Date:. c. / //1 ;,/i i-cr; 4f2 //J CITY OF IOWA CITY i 1 11 1 .7 ♦♦ FED ROAD FISCAL SHEET TOTAL N• DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS • DETAILED BY: CHECKED BY: "W IIW,P.C. • w.vw.invengr.com a OWA V.11 81 N o co B• 7 SP tlll11il11111lllll... NORTH ' 10'6 1'-6 �/ 4f24 HORIZONTAL SCALE IN FEET coiimmi ,;� 0 5 10 �� mmmmm ammo M I 0 N. \ DRAWING MAY HAVE BEEN REDUCED co co N. N . F �. coN. N. co N. / �. o N. N I N. 7 SPA a N. x 1p',6. i•,6 co N. 4f25 6• 0N. nee �. N.N.ro • ens :APRON 11J¢" THICK iI:;A% REINF FLOOR / / 6 SPA 41 4f1g • �: -: v I.ci`Q( I/ ii3" THICK BAR ``! FLOOR N R f1�E L a p \��/ S O \\\ I c•o Q••• \ 6" THICK E a M \• \ FLOOR N 0 ^ \ • co \ 0 I \ N \ e •N ir NN.. \\ Oco 6N O• IN ` ?0 SPAO 1'�6; 4f1 APRONQ .—n ..�it eilississi 4 nco i hif* !, REIN F *-i CCU .�5 co imita L ,) �r rn IIy1/,, ,.... .lii N N //�� of N co N %O BARREL 11J¢" THICK �qci� Q••. REINFBARREL FLOOR Ilci�j r,��CC n h. • 4gf ��1//Ijr N N yT / Nll/lpll �l o °�A'! �M/NII O N 0 o N / IIN%q��` m `` r4cyj o N / '` ' ® NORTH APRON BOT REINF PLAN o / / / / • I h. l i oi cq ii / / / / w / I / / / / / / / / Ln / / / Design For I N �� s s`N�el/� /i i TRIPLE 13'x8'-8" 13.5' LA SKEW RCB 1s,6° fig '' !! ; ; E PRENTISS ST OVER RALSTON CREEK • • tita / / r 1A6° 1'-s ��^'�"!! i NORTH APRON BOT REINF PLAN 5 4f1) I it % a SP '"N 13'q ° i'-s ' Station:10+00 Date:. • 0 6' 4"' �y�� CITY OF IOWA CITY ♦♦cn FED ROAD FISCAL SHEET TOTAL n DESIGNED BY:In TRACED BY: 563.556.2464 ♦ 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--SJ-52 STATE DIST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: "� IIW,P.C. • www.iwengr.com IOWA V.12 81 N c co I (0 co co iri NE WALL: 28 SPA 0 1.-6; (29) 4n1 ro NE WALL: 83 SPA 06"; (84) 4n2 NW WALL: 21 SPA ® 1'-6; (22) 4n1 NI NW WALL: 63 SPA ® 6"; (64) 4n2 0 O O O m as as 1111111111111111111111111111 o T. �' 1111111111111111111111111111 " 1111111111111111111111111111 ®© IIIIIIIIIIIIIIIIIIIIIIIIIIII C 1111111111111111111111111111 NN 00 J J 1111111111111111111111111111 Li 3 ► 1111111111111111111111111111 <I -J 3 Z z Z z INSIDE FACE OUTSIDE FACE C)V.13 NORTH APRON RETAINING WALL Ps? .Ca — hJ C) ..may a.:...A'V. C.) rri 6 ''F D--i co .0.,..•240 CO i SE WALL: 44 SPA 0 6"; (45) 4n5 & 66 SPA 06"; (67) 4n6 �r --aSE WALL: 14 SPA ® 1'-6; (15) 4n3 & 22 SPA ® 1'-6; (23) 4n4 SW WALL: 37 SPA ® 6"; (38) 4n5 Sc 67 SPA 0 6"; (68) 4n6 rn SW WALL: 12 SPA ® 1'-6; (13) 4n3 & 22 SPA ® 1'-6; (23) 4n4 C 23 " L -.% i' M9) 3 W 0▪ 0 0 a°a --1 a a ;;IIIIuIIIIIuuIuuIIuIuuI 1111111111111111111111 �, 1111111111111111111111111111 co co IIIIIIIIIIIIIIIIIIIIIIIIIIII CD a a JIIIIIIIIIIIIIIIIIIIIIIIIIII a s CC NN IIIIIIIIIIIIIIIIIIIIIIIIIIII CO CO 1111111111111111111111111111 Li 3- 3 - IIIIIIIIIIIIIIIIIIIIIIIIIIII w3 403 & 405 a rn rn • w3 s a a e INSIDE FACE OUTSIDE FACE 0 SOUTH APRON RETAINING WALL (7) _ 111/oV.1 4o4 & 4o6 N S V w w O Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK n a R . S 0 SOUTH APRON RETAINING WALL APRON WALL REINF i SPLICE DETAIL vi Station:10+00 Date:. I CITY OF IOWA CITY 0 n a •• FED ROAD FISCAL SHEET TOTAL n• DESIGNED BY: TRACED BY: "W 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE CITY OF IOWA CITY BROS-3715(663)--8J-52 DIST. NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: IIW,P.C. ♦ www.iiwengr.com IOWA a V.13 81 Lo GENERAL CULVERT NOTES:_ THE RCB CULVERT SECTIONS ARE DESIGNED FOR HL-93 LIVE LOAD AND EARTH FILLS OF 0 FEET AND I MVv 1'-0 PAVEMENT SURFACING THICKNESS OF UP TO 1'-6. M (13 A1 �' 2" CL. THE RCB CULVERT SECTIONS ARE DESIGNED FOR CLASS 1 EXPOSURE CONDITIONS EXCEPT: CLASS 2 EXPOSURE n =• TYP. CONDITION IS UTILIZED FOR THE SLAB DESIGN IN 0' FILL INSTANCES. R r7 THE TOP SLAB SURFACE WILL BE FINISHED IN ACCORDANCE WITH ARTICLE 2301.03. MICROTEXTURE SHALL BE o o o PERMISSIBLE CONSTRUCTION 7j A APPLIED LONGITUDINALLY (PARALLEL TO CENTERLINE OF THE ROADWAY). MICROTEXTURE SHALL BE PLACED ON 5t1 —> JOINT BEVELED 2x6 KEYWAY 4i1 06 I THE ENTIRE TOP SURFACE OF THE TOP SLAB EXCEPT IN THE AREA WITHIN APPROXIMATELY 2 FEET OF THE m • 0 I6t.:. PARAPET OR CURB. Pa _I IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE CULVERT SLAB OR CULVERT WALLS FROM v CONSTRUCTION EQUIPMENT, AN APPROPRIATE METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE i - 4 PROVIDED BY THE CULVERT CONTRACTOR AT NO EXTRA COST TO THE CITY. r r t PAVING NOTCH DOWELS SHALL BE STAINLESS STEEL DEFORMED BAR GRADE 60, MEETING THE REQUIREMENTS OF 1h" CL. SECTION THRU PARAPET WITH TIHESWE GHTSOF THEE EPOIXYTC00ATEDEREINFORCINSS GSSTEELPA COSTNFORC H L DO STAIINLESSAIWEL O ISETOI BEDED r2 INCLUDED IN THE PRICE BID FOR "REINFORCING STEEL-EPDXY COATED". 12" 1 3 AF42J" CL. ALL CONSTRUCTION JOINTS SHALL BE FORMED WITH A BEVELED KEYWAY EXCEPT AT BELL JOINTS. ALL BEVELED KEYWAYS SHALL BE CENTERED. KEYWAY SIZE SHALL BE 2x4. THE BEVEL SHALL BE LIMITED TO A MAX OF 10 CLR SECTION THRU CURTAIN WALL DEGREES FROM VERTICAL. DESIGN: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 7TH EDITION, SERIES OF 2014. \ DESIGN STRESSES FOR THE FOLLOWING MATERIALS ARE IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 7TH ED., SERIES OF 2014: REINFORCING STEEL IN ACCORDANCE WITH AASHTO LRFD SECTION 5, GRADE 60. CONCRETE IN ACCORDANCE WITH AASHTO LRFD SECTION 5, f'c = 4.0 KSI. 2.-6" 1 PROVIDE EXISTING '4 P.:A #.4 5s1 ON 4 d. a GROUND ,,& SIDES OF OPENING b BACK OF +YA CURTAIN ►b r.a a ap {x* WALL PROVIDE 5s1 ON 4 3'-0 SIDES © 45' ANGLE CLASS 23 EXCAV. TYP TO SCHEDULED REI. ,, PAY LIMIT CU RTAIN WALL CLASS 23 EXCAVATION 6 N.3 a N 13.-13/8" C) —6p2 rrlW ."...3 : . • .I . : . , , • 8 SPACES ® 1.-3"; 5t1 = 10'-0" 9j'2" O N 4. 1'-0" TYPICAL OPENING RE NF w NI 11'-9Y2" --J re 3 vii 5Y2" 103/8" SOUTH CURTAIN WALL PLAN o \\ 45'-53/4" o 1'-2Y4" \ 1.-4/4"�63/" 0 42'-67/8" 8 - T -- k.,, ,S.-\' ^� —6p1 E < • •._ .• M'' �• . • • ^ �� 4_____r_ '• ♦. - ' . • '.• .� .♦' • •' :• . • Design For > Y TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N �' 1'-0" 34 SPACES 4)) 1'-3\ 5t1 = 42'-6" _ 1'-83A" E PRENTISS ST OVER RALSTON CREEK n - \ 45-23/6" CULVERT DETAILS AND NOTES i 33/8" \_,-- CULVERT Station:10+00 Date:. Z NORTH CURTAIN WALL PLAN CITY OF IOWA CITY n a n DESIGNED BY: TRACED BY: •• FED ROAD FISCAL SHEET TOTAL 563.556.2464 ♦ 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8,1-52 STATE DIST. NO. YEAR NO. SHEETS IOWA V.14 81 DETAILED BY: CHECKED BY: "W IIW,P.C. ♦ ••••ibvengr.can - . a N 0 c0 I I 40 (O l] , IC M 1 I \ (N 0 m 1 0.5 41:0 imp 1 .2 40 ® 2.6 .0 (3.4� 4.0 STA 101+71.56, 21.00' L iiii„ STA 101+77.73, 21.00' L T/CONC 650.28 /-T/CONC 650.29 \ STA 102+12.19, 21.00' L \ STA 102+33.60, 21.00' L \ STA 102+57.78 21.00' L' \ STA 101+65.39, 21.00' L MI T/CONC 650.36 T/GONG 650.40 T/CONC, 650.45 T/CONC 650.27 STA 101+94.96, 21.00' L Oh T/CONC 650.33� 7 7 v, \ ‘ =01+79.47, 13.75' L • ,\ 1 \ -.1 \ .T/CONC 650.30 STA 101+96.70, 13.75' L STA 102+20.70, 13.75' L \ STA 102+46.30, 13.75' L77 / STA 101+73.30, 13. ' L T/CONC 650.33 T/CONC 650.38 \ T/CONC 650.43 j T/CONC 65 .29 \ \\ \ \ ` �� / STA 101+67.13, 13.75' L 0 STA 101+81.12, 6.88' L \ / T/GONG 650.27 T/CONC 650.30 \ \ \ \ / STA 101+98.35, 6.88' L STA 102+17.70, 6.88' L STA 102+36.11, 6.88' L \ STA 101+74.95, 6. ' L \ T/CONC 650.34 T/CONC 650.38 T/CONC 650.42 \ T/GONG 65 .29 \ \ \ (\ \ \ \ - 4 / -\m - - STA 101+68.78, 6.88' L-0 0 ST 101+82.77, 0.00' `- o T/CONC 650.28 T/GONG 650.30 STA 102+00.00, 0.00' STA 102+17.36, 0.00' STA 102+37.61. 0.00' / 1,1 + STA 101+76.60, 0.00' \ \ T/CONC 650.34 T/CONC 650.37 \ \ T/CONC 650.41 \\\\ T/GONG 65 .29- - O ` I \ INTERsECTION S STA+102+00.00 ,1 \ \\ I- STA 01+84.42, 6.88' R STA 101+70.43, 0.00' T/CONC 650.31 \ / T/CONC 650.28 STA 102+01.65, 6.88' R STA 102+18.88, 6.88' R STA 102+39.26, 6.88' R / STA 101+78.25, 6. R T/CONC 650.34 T/GONG 650.37 T/GONG 650.42 / T/CONC 65 .30 - - - - \ g \ - - / STA 101+72.08, 6.87' R STA 101+86.07, 13.75' R \ \ T/GONG 650.31 / T/CONC 650.28 STA 102+03.30, 13.75' R STA 102+20.53, 13.75' R STA 102+40.91, 13.75' R STA 101+79.90, 13. ' R \ \ T/CONC 650.34 T/CONC 650.38 T/CONC 650.42 d T/CONC 65 .30� \ 1 / __ \ \� / c STA 101+73.73, 13.75' R STA 1 1+87.81, 21.00' R / �--1 CO \ ,,:._.. T/CONC 650.29 T/CONC 650.31 \ �^�' \ STA 102+05.04, 21.00' R STA 102+22.27, 21.00' R STA 102+33.83, 21.00' R / - i STA 101+81.64, 21. R T/GONG 650.35 T/GONG 650.38 \\ T/GONG 650.40 / n CO or = V ` \ STA 102+42.65, 21.00' R O \ T/GONG 650.42 N o STA 101+75.47, 21.00' R111i \ \\ \ \ 1,. CA) a T/CONC 650.29 " \ \\\\ \ \ "/ O '6-234 16'-5x. 16'-5x. 11'-6%.* 9'-10)6" 24'-46, -I ( \ 0 N \ 0 CV 9Y4 9Y4 \ \ \ O \\ w 1LJ \ U,I \ \ Z \\ Design For >N TRIPLE 13'x8'-8" 13.5" LA SKEW RCB N p E PRENTISS ST OVER RALSTON CREEK ® TOP OF CULVERT ELEVATIONS i • NOT,ros CULVERT TOP ELEVATIONS NHORIZONTAL SCALE IN FEET (, 0 10 20 Station:10+00 Date:. < -- CITY OF IOWA CITY o 0 DRAWING MAY HAVE BEEN REDUCED M Y �_ DESIGNED BY: TRACED BY: •• FED. ROAD FISCAL SHEET TOTAL 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIS . NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: "� IIW,P.C. • www.iiwengr.com IOWA V.15 81 N _ _ - COI ' / BACKFILL COHESIVE SOIL 92' I4 \\ COHESIVE"SOIL GRANULAR- - -- / / _ _ co _ f EXTENTS PLUG . 1 FLOODED BACKFILLEXTENTS PLUG BACKFILLEXTENTS ui \ / / R. \ /^ i / TOP OF -_ 32.-3 " 1 \ �17' 8�4 PARAPET w \I / . >` EL 651.63 1 FL 640.39 TOP OF PARAPET co \ FL 640.28 _ EL 651.78 �� FL_640.50` / \ / / / 4..� �., . as as as OS OS 1.�.! CS -e uS _ _ ✓ \ II _ ' kid N ` {_�_-650- i //ip FL 640.31Ahrlis .:....„001114 _ _ i = FL 640.56 r / q5- �/ / -.!�C -7iiNall ...:72-- i 645- ---- -2 / /i / } 1-i-+o-;+�-� ' i' +• +_.�,- _ _ _ BACKFILL NOTES: _ �t _ _ / �, - ____- 1. GRANULAR BACKFlLL SHALL EXTEND TO __-1----- --= • FL 640.22 TOP OF - - 8 THE ENDS OF THE WALLS AT EACH J �o - / / - - 0- -�- - in P - - - - T = - -F- CORNER. --1 _ 1 - ARAPET - - - - _1 1 FL 640.22 \ \ EL 651.75 - /hiL 'R.- _ _ _ - 2. PRIOR TO FLOODING, PLACE A COHESIVE SOIL PLUG TO THE HEIGHT OF THE 1 0 1 h/ !, / -_- - - FL640.55 \ - - - - 1 - _ ;_ •�` _` a.�-* <y }� - _ _\\ 1 COST OF S BACKFlLL AS SHOWN. 4 - _ ,„.....'4: _ -FL 840.28 • \ � _ 1 - _ NCSDENTALOIL TOPLUG THE OSTLOFTHE - - _ I/j` 1 �_ - _/61 - __- ___ _= FLOODED BACKFILL NATIVE EXCAVATED !�� -_\� / \ 1 _ - \ � ` - COHESIVE MATERIAL MAY BE USED WITH i�__1' i �6A' - _ ' ` \\ / 4t,// ' 1 ` \\ FL 640.47 FL 640.54 �� _ - ENGINEER'S APPROVAL. _ �� -_645- - _ �= �� 33�/0 ��_ .\ /�/ � /- 1/ t ." // __ -�-- ____ 3. QUANTITY CALCULATIONS FOR PAYMENT == � _ - _ - �.�_-�__ Iill ®L® �'I Me - - - - DED 55 BACKFIL OF L AREBASEDLAR IONLL AADI 1LS�OPE _ --i/ ` \ - _ _ - AND MINIMUM TRENCH DIMENSION. 1 '�g� ` -23'-2" - , TOP OF 1 \ ik - 33-17j� _ _ _ ACTUAL SLOPE OF TRENCH MAY VARY ____ - TOP OF _ 1� _�- - PARAPET / 1 _-_--_ PARAPETBASED UPON CONTRACTOR'S 1 GRANULARMil EL 651.63 EL 651.75� i__ GRANULAR OPERATIONS. NO ADDITIONAL PAYMENT �G \ WILL BE MADE FOR ADDITIONAL 1 BACKFILL 68'-13/4 1 \ BACKFlLL QUANTITIES RESULTING FROM USE OF f EXTENTS FLOODED BACKFlLL EXTENTS EXTENTS / - - - FLATTER SLOPES. 4. PLACE 4` SUBDRAIN AT FLOWLINE - - ot \'\ COHESIVE SOIL \ 1 COHESIVE SOIL ELEVATION OF CULVERT. COVER WITH _ - - \ PLUG \ - // '\\\ PLUG "' BACKFILL COST OF 4 INCHES OF SUBDRAINROUS HORIZONTAL SCALE IN FEE} ` \/ \ / f POROUS BACKFILL SHALL B INCIDENTAL TO THE COSIr THE mom o to 20 ..'•' T/WALL T/WALL FLOODED- FLOODED BACKFILL N PROPOSED EL: 651.63 EL 651.63 COP OF TOP OF - - BACKFlLL C DRAWING MAY HAVE BEEN REDUCED GRADE - CULVERT WALL T/WALL T/WALL Q .-� �^` 654 EL• 651.78 - EL 651.78-6664 1^r1 1 652 - - - - - 652 C� .....:.,. 650 T/WALL -- - - - -� 648 EL: 642.22_-_ Q _ r- - 648 € 646 - ] m - -646 n ';"' 644.-. = i FL: 640.31 LLI 640.56- 44 r CULVERT T.._ , 1 i 1 638 .// 0.20% > a 640.50- -6 WALL ° REFERENCE ' 636 F-- wPOII .FOR 640 640.22 L: 640.28 w©a 636 i 10' ALIGNNMENT a 634 r 634 - AND�jtOFlLE 3 N r.N NM c�M c� N tr) 0 6" GRADEI • N c v o N LS Nn r Nn 3 �y . c0 5 t0� �O 10 10 NO co 0 0+00 0+50 1+00 1+50 2+00st- jr culvert edge west PROFILE 1 L- `' 44444g 6 1 0 4" SUBDRAIN TO CHANNEL N T/WALL f T/WALL EL: 651.63 AND CAP MA RODENT GUARD I 2'-O• - CULVERT-I. FLOOR if 642.22 T/WALL TOP OF TOP OF T/WALL ALEL: 651.75 /EC6sl7s 654 0 652 • 640.22- _ - _ - - - - - 652 a 650 a 650 o. 648 ��-� � - - � 648 3-i 646 i - /FL 640.33 640.47 0 - ,,,---FFFLLL•• 640.54 -646 C 644 - -- /FL: 640.28 -- © -644 r 642 - ----- •/ -642 <au - 640 636 x3�� _ _ -638 I x IX0 --- ---636 Design For to 634 634 r e e� ' �N aM �to �$ M �Lo cq N TRIPLE 13 x8 -8 13.5' LA SKEW RCB N �g �� g �� E PRENTISS ST OVER RALSTON CREEK n NO .. .. ND NO. t0 Np (O . F. 0+00 0+50 1+00 1+50 1+97 CULVERT WALL PLAN AND PROFILE AND BACKFILL DETAILS in culvert edge east PROFILEo Station:10+00 Date:. z CITY OF IOWA CITY 0 a i Ili ♦ FED. ROAD FECAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 PROJECT NUMBER STATETt CITY OF IOWA CITY BROS-3715(663)--8J-52 DIS . NO. AR NO. SHEETS a DETAILED BY: CHECKED BY: "W IIW,P.C. • www.iiwengr.cam IOWA V.16 81 N o REINFORCING BAR UST-Culvert Barrel and Sidewalk 5 kl SLAB TRANSVERSE.BOTTOM 9 76 41 '- 8 3303 BENT BAR DETAILS 0o 2 SAB TR BAR LOCATION SHAPE SPACE NO LENGTH WEIGHT 5 kLANSVERSE,BOTTOM,VARES 4'-0TO41'5 9 12 22'-8 284 rCi On) Ili. '-in. 5 k3 SLAB TRANSVERSE,BOTTOM,VARES 1'10T014-1 9 26 8'- 0 217 4 a1 EXT.WALLS, F F.V 9 214 10'- 5 1489 5 k4 SLAB TRANSVERSE,BOTTCM,VARES 1'-8 TO 26-8 9 9 14'- 2 133 co4 k5 SLAB TRANSVERSE,BOTTOM 9 74 41 '- 8 2030 6 a2 INT.WILLS,VERTICAL BOTH F.V 9 182 10'- 5 2848 • A /• 1'-6 1'-1 R 4 k6 SLAB TRANSVERSE,BOTTOM,VARES 6-6TO 39-11 9 12 22'- 8 182 a, `s '� fI \ r -1 ' 4 bl EXT.SOUTH SECTION,WALLS,BOTH F.H.30'-8&40-7 6 30 35'- 1 713 4 kl SLAB TRANSVERSE,BOTTOM,VARES 1'-7 TO 13-10 9 26 7'- 9 135 0 e- D=2Xz • 0 4 b2 EXT.CENTER SECTION,WALLS,BOTH F.H. 6 30 18'- 1 362 4 k8 SLAB TRANSVERSE,BOTTOM,VARIES 3-3T0 25'-1 9 8 14'- 2 76 ! i \ _ v m 4 b3 EXT.NORTH SECTION,WALLS,BOTH F.H.18-3&32-6 6 30 25'- 5 509 5 k9 SLAB TRANSVERSE,CORNER r - 9 193 10'-4 20B0 D=2Ya o 6=21¢ 4 b4 NT.WALLS,SOUTH SECTION,BOTH F H.33-11&3T3 6 30 35'- 1 713 4 k10 SLAB TRANSVERSE,TOP 12 58 41 '- 8 1614 • 4 k11 SLAB TRANSVERSE,TOP,VARES 2-4 TO 12 10 21 '- 1 141 1.114.6� 4 b5 NT.WALLS,CENTER SECTION,BOTH F.H. 6 30 18'- 1 362 0'-7 415 NT.WALLS,NORTH SECTION,BOTH F.H 11'-10&14'-11 6 30 13'-4 267 4 k12 SLAB TRANSVERSE,TOP.VARIES 3-0 TO 23'-1012 6 13 - 5 54 4d 3 4d4 4d6 4 k13 SLAB TRANSVERSE,TOP,VARES 3-2 TO 13-8 12 17 8'- 5 96 5 d1 PAVING NOTCH,HORZ WEST - 6 32'- 10 205 6 k14 SLAB TRANSVERSE,TOP 12 57 29'- 6 2526 312 8" 2'-3 6 k15 SLAB TRANSVERSE,TOP,VARIES 10-10T02T-6 12 5 19'- 2 144 1 -11 5'-6 r' 5 d2 PAVING NOTCH,HORIZ EAST 4 35 '- 7 148r 6 k16 SLAB TRANSVERSE,TOP,VARES 3-2T019-10 12 5 11 '- 6 86 hh 4 d3 PAVING NOTCH,HOOK 9 215 2'-8 383 I A 4 d4 PAVING NOTCH,HOOK r-1 9 215 3'- 2 455 6 k11 SLAB TRANSVERSE,TOP,VARES 2-8TO T-11 12 9 5'-4 72 A • l= I I D=2) 4d5 PAVNG NOTCH,HORIZ NWWNG - 1 31 '- 10 21 D=2 j I D=5kz I 4 d6 PAVING NOTCH,HOOK.NWWNG r—r 9 43 2 '- 6 72 6 ml FLOOR TRANSVERSE.TOP 18 44 42'- 1 2781 r I .e "' 5 PAVING NOTCH STAINLESS STEEL DOWEL BAR 24 81 3'-6 296 6 m2 FLOOR TRANSVERSE.TOP,VARIES 11'-2T036-4 18 5 23'- 9 178 - D=6 1 6 m3 FLOOR TRANSVERSE,TOP,VARIES 11'-3TO 14'-2 18 4 12'- 8 76 - 4 e1 SLAB LONGITUDINAL,BOTTOM 12 42 18'- 1 507 6 m4 FLOOR TRANSVERSE,TOP 18 11 10'- 8 176 r . ' 7 j3 11 4 e2 SLAB LONGITUDINAL,BOTTOM,VARES 30-9 T040-7 - 12 42 35'-8 1001 6 m5 FLOOR TRANSVERSE,TOP,VARES 6-10TO 26-7 18 4 16'- 2 97 14 i'l 4 e3 SLAB LONGITUDINAL,BOTTOM,VARIES 12-7 TO 32-8 12 14 22'- 7 211 6 m6 FLOOR TRANSVERSE,TOP 18 89 11 '- 0 1470 2'-6 4 e4 SLAB LONGITUDINAL,BOTTOM,VARES 12-0 TO 16-3 12 28 15'- 2 284 6 m7 FLOOR TRANSVERSE,TOP 18 1 6'- 3 9 4 i 1 5t1 5 e5 SLAB LONGITUDINAL,TOP 18 30 18'- 1 566 6 m8 FLOOR TRANSVERSE,TOP 18 1 10'- 1 15 • A 5 86 SLAB LONGITUDINAL,TCP,VARES 33-9TO40-7 18 30 30'- 8 960 6 m9 FLOOR TRANSVERSE,TOP,VARIES 8-11 TO 10-10 18 3 9'- 11 45 5 e7 SLAB LONGITUDINAL,TOP,VARES 12-7 TO 32-8 18 10 22'- 7 - 236 6 m10 FLOOR TRANSVERSE,TOP 18 9 8'- 10 119 L 7-O J "' 5 e8 SLAB LONGITUDINAL.TOP,VARIES 11'-11 TO 16-318 20 15'- 1 315 6 m11 FLOOR TRANSVERSE,TOP 18 1 8'- 1 12 I 1 I 4 m12 FLOOR TRANSVERSE,TOP 18 45 2'- 5 73 A D=4) , 00 D=4) , 4 f1 FLOOR LONGITUDINAL,TOP,VARIES 30-4TO 40-1 12 42 35'-2 987 4 m13 NORTH&SOUTH APRON TRANSVERSE,TOP 18 116 11 '- 0 852 D=33+( a 1 • ` 4 f2 FLOOR LONGRUDINAL TOP 12 42 18'- 1 507 5 m14 NORTH&SOUTH APRON TRANSVERSE,TOP 12 34 26'- 6 940 5'-8 10'-8 I 4 A FLOOR LONGITUDINAL TOP 12 10 33'-2 222 5 m15 SOUTH APRON TRANSVERSE,TOP,VARIES 11'-9 TO 26-5 12 17 19'- 1 338 • I' "'III 4 f4 FLOOR LONGITUDINAL,TOP,VARIES 12-5 T018-9 12 32 15'- 7 333 5 m 16 SOUTH APRON TRANSVERSE,TCP,VARIES 9'-10 TO 22-4 12 4 16'- 1 67 6 m 2 6 4 5 SOUTH APRON LONGITUDINAL,TOP 18 8 15'-0 80 5 m17 NORTH APRON TRANSVERSE,TOP,VARES 3'-6 TO 22-9 12 5 13'- 1 68 5 k 9 6 m 25 416 SOUTH APRON LONGITUDNAL TOP,VARES 8-5 T02T-0 18 8 17'-8 94 5 m18 NORTH APRON TRANSVERSE,TOP 12 16 23'- 4 389 2'-4 2'-4 5 f7 SOUTH APRON LONGITUDINAL,TOP 12 21 24'- 10 544 5 m19 NORTH APRON TRANSVERSE,TOP,VARIES 8'-0 TO 23-5 12 6 15'- 8 98 .. 22'-7 . .I. 17 " -4 J 5 f$ SOUTH APRON LONGITUDINAL,TOP,VARES 18-3T029'-6 12 21 23'- 10 522 5 m20 FLOOR TRANSVERSE,BOTTOM 9 74 42'- 2 3255 I `1 NJ419 SOUTH APRON LONGITUDINAL,TOP 18 8 15'- 0 80 5 m21 FLOOR TRANSVERSE,BOTTOM,VARIES 2-5 T033-11 9 13 21 '- 2 287 - t • 4 w 4110 SOUTH APRON LONGITUDINAL,TOP,VARIES 14'-0TO 32-10 18 8 25'- 11 138 5 m22 FLOOR TRANSVERSE,BOTTOM,VARIES 5 6 TO2T-0 9 8 16'- 3 136 i i i r<:>, D--4)�Z ,- E 4111 NORTH APRON LONGITUDINAL TOP,VARIES 31'-8T034'-10 18 8 33'- 3 178 5 m23 FLOOR TRANSVERSE,BOTTOM,VARIES 10-11 TO 14'-5 9 8 12'- 8 106 1 I >o 5 f12 _ NORTH APRON LONGITUDINAL TOP 12 20 20 -0 417 5 m24 FLOOR TRANSVERSE,BOTTOM 9 21 10'- 7 232 I LF'a O-8"11 I 5113 NORTH APRON LONGITUDINAL,TOP,VARES 24'-8T0 33'-6 12 20 29'- 1 - 607 6 m25 FLOOR TRANSVERSE,CORNER (- 9 201 14'- 5 4352 4114 NORTH APRON LONGITUDINAL TOP 18 8 20'- 0 107 6 m26 NORTH&SOUTH APRON TRANSVERSE,BOTTOM I- 6 318 14'- 11 7125 4o3 4 o 5 c_ 4115 NORTH APRON LONGITUDINAL,TOP,VARIES 18-0 TO 23'-8 18 8 20'- 10 111 6 m27 SOUTH APRON TRANSVERSE,BOTTOM,VARIES 13-3 TO 14-10 I- 6 13 14'- 0 273 6 m 27 4116 FLOOR LONGITUDINAL BOTTOM,VARIES 30-4 TO 40-2 18 30 35'- 3 706 NOTE: ALL DIMENSIONS ARE OUT TO OUT. D = PIN DIAMETER. -ra 4 f17 FLOOR LONGITUDINAL BOTTOM 18 30 18'- 1 3E2 4 n1 NORTH RETAINING WALLS I.F.VERT 18 51 11 '- 8 397 C 3 r't ' 4 f18 FLOOR LONGITUDINAL BOTTOM 18 7 33'- 2 155 4 n2 NORTH RETAINING WALLS O.F.VERT 6 148 10 '- 6 1038 --- CV , '- 4 f19 FLOOR LONGITUDINAL BOTTOM,VARIES 12-6 TO 18-9 18 23 15'- 7 239 4 n3 SOUTH RETAINING WALLS I.F.VERT 18 28 11 '- 9 220 C,-•+;; --- ' 4120 SOUTH APRON LONGITUDINAL BOTTOM 18 8 15'- 0 80 4 n4 SOUTH RETANNG WALLS I.F.VERT VARES 2-6 TO 11'-6 18 46 7 '- 0 215 LA4121 SOUTH APRON LONGITUDINAL,BOTTOM,VARES 83 TO 26-11 18 8 17'- 7 94 4 n5 SOUTH RETAINING WALLS O.F.VERT 6 83 10 '- 7 587 CONCRETE Q U A N TI TI ES�a K Y) 4 f12 SOUTH APRON LONGITUDINAL BOTTOM 18 8 15'- 0 80 4 n6 SOUTH RETANNG WALLS O.F.VERT VARES 1'-5 TO 10-6 6 135 5 '- 11 534 rrt _ 4123 NORTH APRON LONGITUDINAL BOTTOM,VARIES 13-11 TO3T-9 18 8 25'- 10 138 STRUCTURAL , 4124 NORTH APRON LONGITUDINAL BOTTOM,VARIES 31'-8TO35'-0 18 8 33'- 4 178 4 o1 NE RETAINING WALL B.F.HORIZ 15 19 41 '- 9 530 r-. SI1R41CTURAL 4 o2 NW RETAINING WALL B F.HORIZ 15 19 31 '- 4 398 CONCRETE (RC CQ CRETE (MISC) N 4 f25 NORTH APRON LONGITUDINAL BOTTOM,VARES 36-0 TO 41.-8 18 8 38'- 10 208 CULVERT) cc 4 03 SE RETAINING WALL B.F.HORIZ -�� 15 19 25 '- 1 318 3 c, 4 i1 PARAPET HOOK G 6 194 6'- 2 799 4 a4 SE RETAINING WILL B.F.HORIZVARIES 4'5TO33-6 15 18 18 11 227 CULVERT NORTH SOUTH m 3i2 DECK SURFACNG DOWELS r 36 339 1 '- 7 202 405 SWRETAINNGMaB.F.HORIZ i� 15 19 19 '- 10 252 BARREL APRON APRON .c 4a6 SW RETAINING WALL B.F.HORIZ VARES 4'-6TO34'3 15 18 19 '- 4 232 o APRON, FLOOR OR FOOTING 119 65 53 7 j 1 SLAB LCNGITUDNAL TOP,AT NORTH RAIL,VARIES 23-5 TO 2T-6 - 8 25'- 5 416 7 j2 SLAB LONGITUDINAL TOP,AT SOUTH RAIL - 8 23'_ 6 384 6 p1 CURTAIN WALL LONGITUDINAL,VARES 234 T023-8 - 8 23'- 6 262 a 7 j3 SLAB LONGITUDINAL TOP,AT NORTH RAIL /� - 4 11 - 0 90 6 p2 CURTAIN WALL LONGITUDINAL VARIES 11'-9 TO 12-7 - 4 12'- 2 73 WALLS 78 28 39 0 5t1 CURTANWALL HOOK [ 15 44 7'-0 321 TOP SLAB 151 0 0 5 s1 ADDITIONAL OPENING REINF - 24 9'- 0 225 PARAPET 5 n TOTAL PER STRUCTURE 353 93 92 TOTAL REINFORCING STEEL 64602 0 TOTAL PER BID ITEM 353 185 0 0 w m Design For TRIPLE 13'x8'-8'r 13.5' LA SKEW RCB NJ E PRENTISS ST OVER RALSTON CREEK M .4- r: . BENT BAR DETAILS AND QUANTITIES S a Station:10+00 Date:. Z CITY OF IOWA CITY C 0 a •♦ FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: _ 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: "� IIW,P.C. •• www.iwengr.com IOWA - . • V.17 81 N N 1 ro 1 r- to to Zri n 31 0 4 �.zt / m PC: 30+89.92 / T 30+85.21 P C/) / NOTCH / V/ UjBELOW / g^ I 0 V aWCCCER�w30+65.07 l li' eviz_(/".r,A:, // 11via /1-- —'® — / -- Poo : ° :: : ° ° -----STA 30+37.46, 13.00' R 0 0 0 E JOINT STA 30+37.46, 0.00' I�I / o 0 0 0 0 0 STA 30+37.46, 13.00' L //. `\ 1 / 0 0 0 0 0 0 A� / �1 1 / / 000 0000 111 l ll l / / 0000 / + 111 11 I --- 1 ° lX �L �{- l7 I I 0 r1FL / 11 Il I / Q / / : 0 0 : o :: STA 9+53.75, 20.74' L / i / ° 0 i I , \�� / STA 10+75.97, 13.20' L / / ° ° o :0 STA 9+40.27, 15.50' L I I / lI l�l ,STA 10+60.45, 13.53' L 0000 :: 0 0 0 0 ,4 ,. I / / 11 �/ / 0000 00000000 0 0 l Il I 000 0 / � // l STA 10+44.9., 16.75' L 7 " / ° ° ° ° ° ° ° STA 9+57.35, 16.25' L , 11 // / 16'-2/8 / o 0 0 0 0 0 0 0 0 5 I 11 l/ / I SINGLE / :o o PERMISSIBLE JONT 17'-7" 20'-54 1 /I 1/ / 23'-3" REINF / 0 E. PRENTISS ST SINGLE REINF DBL REINF / / 11 11 DBL REINF SECTION SECTION . / 1 ° ° ° ° (BACK OF CURB) _ SECTION SECTION II 1 /1 0 /1 $ / 0 0 0 ° 0 0 0 __I__. — - -� — — f - - 30�0� / , - �l- - 1%I - / — — - —I-- - / Oi I 000 0 0 / ;; ;; 1 / 000 000000 0000 1 III II lI 1 / V.19 / I o 00c 0 000 V.19 / I �� II // STA 10+44.93, 15.70' R NOTE: STA 9+E7.85, 16.15' R / I / // / / ® ENLARGED PLAN IF BACK OF CURB JOINT IS cc cc 1 �E NOT TO SCALE USED, DO NOT ALLOW PCC _ // 11 /I I TO COME TO A POINT WITH N / 11 // / STA 10+61.17, 15.40' R JOINTING. STA 9+40.27, 15.50' R l 1 /l 11 I / a I / // ll 1 / I STA 10+76.34, 15.27' R . Il 11 l I _ p 3 CJ o o :F.. C7 ('Ti 1 N h ' ,ii N :-<r o i HORIZONTAL SCALE IN FEET ,r x "'++w o Nullllllllluu,,. APPROACH PLAN 20immi le SEE L SHEETS FOR ti / Nim JOINTING AND CA) a NORTH DRAWING MAY HAVE BEEN REDUCED JOINT TYPES. CY`. ^I Design For I FGEND TRIPLE 13'x8'-8" 13.5' LA SKEW RCB STANDARD OR SUP FORM PCC PAVEMENT, BRIDGE APPROACH, PAVEMENT, AS E PRENTISS ST OVER RALSTON CREEK CLASS C, CLASS 3 DURABILITY, 8 IN. PER PLAN . APPROACH PAVING DETAILS 5 DRIVEWAY, P.C. CONCRETE, 6 IN. SIDEWALK, REINFORCED P.C. N CONCRETE, 12 IN. Station:1O+OO Date:. z ce CITY OF IOWA CITY 0 n DESIGNED BY: TRACED BY: •• 563.556.2464 • 1100.556.4491 PROJECT NUMBER STATE FED. ROAD FISCAL SHEET TOTAL CITY OF IOWA CITY BROS-3715(663)--8J-52 DIST. NO. YEAR NO. SHEETS L DETAILED BY: CHECKED BY: 'I W IIW,P.C. • www.iiwengr.com IOWA - V.18 81 N N STD OR SLIP co FORM PCC PVMT, I CLASS C, CLASS 3 N) DURABILITY, 7" to _ SINGLE REINF SECTION _ _ DOUBLE REINF SECTION F. MIN LAP LENGTH 1 ro #5 BARS = 18" 2" MIN TO v> #6 BARS = 27" 2)" MAX 0 #8 BARS = 48" CLEAR TO BENT BAR m 3„ 6" r 6"#5 BARS AT 12" MAX CENTERS " 3" #5 BARS AT 12" 6" MAX CENTERS 6" 3" #6 BARS ® #4 BARS #5 BARS ® 12" OC _ CP 12" CD JOINT 12" OC N OC E" JOINT CD JOINT � . . - •� • • •� _ • • S 50 , • • • die • � _ ,' ," — 5 \ N ....„.• N t0 , 8.. • #8 BARS CO 6" OC it \ \ MODIFIED \ SUBBASE \ \ \ • J • BACKFILL NOT SHOWN FOR CLARITY. SEE SHEET V.1 •r FOR BACKFILL REQUIREMENTS IP APPROACH SECTION V.19 NOT TO SCALE CONTRACT ITEM: VARIES BRIDGE APPROACH, PAVEMENT, AS PER PLAN 1. METHOD OF MEASUREMENT FOR BRIDGE APPROACH, AS PER PLAN N SHALL BE THE SQUARE YARDS SHOWN IN THE CONTRACT DOCUMENTS FOR BOTH THE DOUBLE REINFORCED AND SINGLE #4 BARS—\ N REINFORCED SECTIONS. #6 BARS © ® 12" SIDEWALK - 2. BASIS OF PAYMENT FOR BRIDGE APPROACH PAVEMENT, AS PER 12" OC OC PAVEMENT ,Qc) rn a .IS FULL COMPENSATION FOR: _ "E" JOINT --; • � • EXCAVATION FOR SPECIFIED STONE MATERIAL _ • SAW CUTTING N C")''‹ O1 • FURNISHING AND INSTALLING REINFORCING STEEL, TIE BARS, = CO ° _ AND DOWEL ASSEMBLIES - o • PLACING, FINISHING, TEXTURING, GROOVING, AND CURING ... :.<r- "C7 � rn a • ALL JOINT CONSTRUCTION S • 1 • o • • •• • - -' "'",�.' n • ALL OTHER MATERIALS AND LABOR TO CONSTRUCT THE • 1 •• '-r • • • • N o APPROACH PAVEMENT SECTION AS SHOWN IN THE CONTRACT . o DOCUMENTS. 1 - • • > W 3. ALL TRANSVERSE BARS ARE #5. PLACE ADDITIONAL #5 BAR 1'-1" - o PARALLEL TO SKEWED FACES. CO N .... ... cr o 1 8 _ • 9 IP FOR JOINT DETAILS, SEE STANDARD ROAD �/ PLANS PV-101. . \ , ta _ \ \ M U < #8 BARS 0 \ o BENT BAR DETAILS 6" OC • • V CL <, Design For r 2' 9" BACKFILL NOT • TRIPLE 13'x8'-8'" 13.5' LA SKEW RCB EJ I i SHOWN FOR SUBBASE • E PRENTISS ST OVER RALSTON CREEK a I CLARITY. F SEE SHEET V.1N r 7 D=2" FOR BACKFILL APPROACH PAVING DETAILS 5 - REQUIREMENTS Li co #4 BARS 0 12" OC III COv.19 APPROACH SECTION Station:10+00 Date:. NOT TO SCALe CITY OF IOWA CITY M a n DESIGNED BY: TRACED BY: "�♦♦ 563.556.2464 ♦ 800.556.4491 PROJECT NUMBER STATE FED. ROAD FISCAL SHEET TOTAL CITY OF IOWA CITY BROS-3715(663)--8J-52 DIST. NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: IIW,P.C. • www.iiwengccom a IOWA V.19 81 to co 21'-95/8" 1 M 8_1 cn 314O , O U /2 f___ 1 BACK OF ®®p �� CURB 1 / / 00 , � N / ro / 29-4y2 _ I i ,•_,.. E. PRENTISS ST // PC: 30+89.92 / - L_______----- -�1 — !y I l NAVING 6,0„ / _- - - 'T O O n DECK / / g 5Lo H T 1 2' S} " ? SURFACING /r / W / / ^ i / PT: 30+85.21 N / N / / / / I �0 / / / i / I s, STA 10+75.97, '3.20' L , L / / n�� / ^� I / \7� BACK OF j / 7 / I / STA 10+60.45, 13.53' L CURB / 7 / / / ^� / / II / , ,';� ' / 0,. / E JOINT / NOTCH J 8'- 7/8 �i- -.. © 4 ' 7._65/8„ IL ® / / a: RRFNTiSS ST o // / / / II ST• 10+44.93, 16.75' L o / / — I 3 2 HORIZONTAL SCALE IN FEET m / V.21 V.21 •a 0 5 10 NE REINF SIDEWALK D / / Vi iI E JOINT o; DRAWING MAY HAVE BEEN REDUCED PC: 30+65.01 C JOINT k BACK OF 0 / / N 0 m CURB �/ / E JOINT / / I / / / ` / i i \\ / i E. PRENTISS ST / ® \\/ � / � J / v / i tI N n BACK —7OF / / / ,. / `\ CURB / / `\ 4/ PA A_1 HORIZONTAL SCALE IN FEET WING 0 2 4 --° ..n0111IIIIIIIIIIw,. // \\\ 1,_0' 3 „ O w SE REINF SIDEWALK C;NORTH N VI NOTCH 6-B/4 / DRAWING MAY HAVE BEEN REDUCED ,CC / \\\ / I o C10ro N / \ / /;a :i :i1 _o) __ //I I. *11/////111/\ / i" � N O //I I 0 I / // I I / ( CA) I// I o CO I / 1 .. / / I / o N ©4 o I E JOINT m r HORIZONTAL SCALE IN FEET NW REINF SIDEWALK ® 1 i/ D 5 10 E JOINT I \ I/ 03 n / DRAWING MAY HAVE BEEN REDUCED I D--- a A I a 5-0" ` ' mo_ a1 LEGEND -I Design For N STANDARD OR SLIP FORM PCC PAVEMENT, BRIDGE APPROACH, PAVEMENT, AS TRIPLE 1 3'x8'-8" 13.5' LA SKEW RCB ^' CLASS C, CLASS 3 DURABILITY, 8 IN. PER PLAN E PRENTISS ST OVER RALSTON CREEK M < DRIVEWAY, P.C. CONCRETE, 6 IN. SIDEWALK, REINFORCED P.C. SIDEWALK REINFORCED PCC 12 IN CONCRETE, 12 IN. ENLARGED PLANS HORIZONTAL SCALE IN FEET Z 0 2 4 ..,,IIIIIIIIIIIIIIIIIi,,. Station:10+00 Date:. SW REINF SIDEWALK NORTH CITY OF IOWA CITY o DRAWING MAY HAVE BEEN REDUCED a i ♦♦ FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER1-- BROS-3715(663)--8J-52 STATE DIST. N0. YEAR N0. SHEETS DETAILED BY: CHECKED BY: "W IIW,P.C. • www.iiwengr.com . a IOWA V.20 81 N N 1 COI E JOINT 1" E JOINT 7- 6'-0" 1 co 111!UP co 15- oce E JOINTm1" E JOINT PCC SIDEWALK 141111 1V0x18" DOWEL 0 12" OC APPROACH PAVEMENT TO BE INCLUDED WITH BRIDGE APPROACH DOWEL TO BE PLACED PAVEMENT AS PER PLAN WITH CULVERT. DO NOT BEND. SEE CULVERT REINF LIST } PAVEMENT SLOPE • •-, • • • ® SECTION I - • • NOT TO SCALE - CL Z O_ CV U f •+ • •• •• • • • : 1'-O M 1 Jo • • a I NOTCH VARIES • '�•�481,10 �� 1•1.1." c 1'-0" 1,� ;la, A! .! '! A}1 All A11, ;7 J U TOP OF SIDEWALK SLAB • • N A SEE V.3 FOR co APRON WALL IIMMI 2 CL. o #4 0 12" OC— TOP & BOT • • co EACH WAY 11.11111111 w ® SECTION AT NW SIDEWALK '" '' �,' '" lit ," ,, A. Ile, ;fit ;Pt0" :Nit AT APRON WALL NOT TO SCAB 4e2 AT 12" OC #4 AT 12" OC o TOP Sc BOT EACH WAY N PLACE #4 BARS PERPENDICULAR TO OF ROADWAY AND TRIM VARIES AS NECESSARY TO FIT SKEW WITH 2" MIN CLEARANCE. EPDXY COAT ALL CUT ENDS. E JOINT 1" E JOINT 0 TYP SECTION AT REINF SIDEWALK NOT TO SCALE 11¢"0x18" DOWEL 0 12" OC TO BE INCLUDED WITH r.� BRIDGE APPROACH =" tn.., AS PER PLAN 1'-0" O t c:=4 N NOTCH *C__ a 1.411 1 E JOINT ---1 L, ,m Os '^ PAVEMENT SLOPE — 1 _ • • •` ---i c: CO z cr- 71m U • • o 0 chi - \: / a) o 1'-0" PCC SIDEWALK nBENT BAR DETAILS 0SECTIONNOT a #4 0 12" OC—TOP & BOT o. EACH WAY • 1'-10 Design For . TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N �� 10D=2 E PRENTISS ST OVER RALSTON CREEK "L •` 4e2 a S ., SIDEWALK REINFORCED PCC 12 IN DETAILS AND BAR LIST bn NOTE: ALL DIMENSIONS ARE OUT TO OUT Station:10+00 Date:. ® SECTION AT NW SIDEWALK D = PIN DIAMETER CITY OF IOWA CITY o AT CULVERT NOT TO SCALE M a i •♦ FED ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.246! • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: "� IIW,P.C. • www.iiwengr.com IOWA . o_ V.21 81 O PROPOSED co CHAINLINK FENCE co SEE SHEET E.1 2 1 0 n rn 0 31 p h a SEE 1/V.26 R▪. w FOR NI 2 ORNAMENTAL N PC. METAL RAILING 30+89.g2I .. e DETAILS Q m PP T: -----7 21 totu O\ \ a EDGE OF L. REINF SIDEWALK 2 z EDGE OF 30+65.071i'lanv REINF SIDEWALK J I i1N =W r a J�RCO p EDGE k O J v '3" I,F\E\-O i.:16 a OF �ti — 1j (NaZ��A�O. PARAPET O� Co 2" o ON ePT,Lp W • T'' a CONCRETE BARRIER RAILING IS I �n� RAILING. AESTHETIC NOT TO REINF SIDEWALK SEE 1/V.22 EXTEND �j __• 1 FOR REINF SIDEWALK SOUTH OF I! RAILING THIS LINE '1 - - ' _----- EXTENSION OF _ _ 28'-87�8" CONC BARRIER II I I CONCRETE BARRIER EDGE RAILING / \\%"---,.. RAILING, AESTHETIC OF f PARAPET SEE 1/V.25 FOR SOUTH RAILING ®REINF SIDEWALK RAILING PLAN PLAN I NOT TO SCALE 0 o • i - —3pi+0: - - 0 - I - - I- - - - - JI GNP 0 - - _ - - - N O-r1 i.--�g.1 SOUTHWEST =CD CORNER OF SEE 1/V. 3 >f{ CO PARAPET FOR SOU H RAILING �"''''� PLAN --^� - ! CO --i n _<. -v H I 43'-2y4" = rn a I CONCRETE BARRIER N _ RAILING, AESTHETIC r SOUTHEAST '_ •• J ' r, r I CORNER OF ..- (� > 0 ti . PARAPET CO 20 1. a W Z.. to M� �O�0 i ZO l� CV h J o / 4.4:C. / o :D J N l 0.1 N. N2 SEE 1/V.26 W Vo i 3:. FOR 3 ORNAMENTAL METAL RAILING p 2 DETAILS a U cr colrL Design For 0 TRIPLE 13'x8'-8" 13.5' LA SKEW RCB a M E PRENTISS ST OVER RALSTON CREEK R.' _.etllliiIIIIIiiiih.e. LEGEND NORTH OVERALL RAILING LAYOUT 0 5 - CONCRETE BARRIER RAILING, Z AESTHETIC HORIZONTAL SCALE IN FEET StOtiOn:10+00 Date:. 0 10 20 cc CITY OF IOWA CITY M DRAWING MAY HAVE BEEN REDUCED i ♦♦ r FED. ROAD FISCAL SHEET TOTAL �_ DESIGNED BY: TRACED BY: 563.556.246E • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER I BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: "W IIW,P.C. • www.iiwengr.com IOWA . a V.22 81 1 I ,'I I 11 / / I / i I \ , I I I l 1'-0" Lo I I I I / I / MIN / co I / i i / 8" I l I n I II l / / X NI / / / I 1" 6" 1" /EQ/EQ/ / // // ce j o 1l II I \ \ ' \ m / — / / 43'-2y4" / / I l I CLASS B LAP: I r rn 2" CLR; / 2" CLR; 2'-7 FOR 5e, // 2" CLR; / - 5c2 I 5c2 I 5c1, 5c1, 4'-6" FOR 7d I / 5c2 % /�� \��-l7/ 5e, 7d 54 — 5c2 © 9" INTO 4O' 73/8"; 54 — 5c1; 5e, 7d 2" CLR; I 1 N SEE TYP REINF ELEVATION 5c1, I N 5c2ii "� M4111 I if/ 2 2" CLR" 43' 2y4" CLR / ii / \ \ /'CI) \ / \ — \ r \ V VARIES \ SEE C)SOUTH RAILING PLAN 1 -6" TYP ELEVATIONS NOT TO SCAM / / / / 4" / 43'-2y4" / TYP f.,j 7 71Y6" 1'-27/8"-. " 4" r1'-0" TYPICAL RAILING ELEVATION f26 SPA 0 1.-6" = 39.-0"; 27 WINDOWS ff 0 lloonnonnononnonononnoonollo D 7d c f — f51 ,....., • • .'"� C=.;. 2 ® SOUTH RAILING ELEVATION r› LOOKING NORTH NOT TO SCALE --- io Y"`""" co VARIES — VARIES r 1 f SEE RAIL 4" 4" SEE RAIL VARIES — Crill 1,,,,,f N / 1'-0" MIN / ELEVATIONS /TYP/ / 1'-6" TYP /TYP/ ELEVATIONS / 1'-0" MIN / / • \ • / • \ • / \re • •`"� N 3 I • • • • • • '' • C.a SIDEWALK /3" 1'-0" TYP /3"/ o f" 1y2" 1y2\ 1" tn 5e1,-: ig 1 I . _ �1 \< //(1/ 7 1// • • L • • -\ 5c2 0 I _- =— \ i i , , ., 0 • • • \ • • • • • • N *0 7: fic I I I TYPICAL RAILING REINF ELEVATION W • • �\ \ • • • • • • Q 11111 N re Design For >I I\ 5c1 TYP © OUTSIDE EDGE , , „ N AlkOF PARAPET TRIPLE 13 x8 —8 13.5' LA SKEW RCB M E PRENTISS ST OVER RALSTON CREEK 1" TYPICAL RAILING PLAN CONCRETE BARRIER RAILING, AESTHETIC ® NOT TO WALT DETAILS X1 y2�� Station:10+00 Date:. CITY OF IOWA CITY M a n DESIGNED BY: TRACED BY: •• 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE FED-- ROAD FISCAL SHEET TOTAL DETAILED BY: CHECKED BY: "W IIW,P.C. • www.iiwengr.com a CITY OF IOWA CITY BROS-3715(663) 8.1-52 DIST. NO. YEAR NO. SHEETS IOWA V.23 81 N ITEM LOCATION AMOUNT m I 6" 1'-0" 6" 1'-0" NORTH 56.1 L.F. / / / / CONCRETE BARRIER RAILING, AESTHETIC 03 1"7 1" 1^ 1„ SOUTH 43.2 L.F. cO 10 ?/ 10" ^ 3 L.F. � 7d 7d TOTAL 99. 0 REINFORCING BAR LIST-PCC RAILING 0 \ \ N. \ \ / BAR LOCATION SHAPE NO. LENGTH WEIGHT lo ID $ '- in. \ 5 c1 VERTICAL,TOP 132 8 4 1147 \ \ \ i 5 c2 VERTICAL,BOTTOM 132 6 '- 6 895 4 7 dl SOUTH RAIL LONGITUDINAL TOP 4 23 7 193 1)c BEVEL, TYP. 1Nz" BEVEL, TYP. 7 d2 NORTH RAIL LONGITUDINAL TOP 2 26 10 110 7 d3 NORTH RAIL LONGITUDINAL TOP 2 22 '- 10 93 2" 7 d4 NORTH RAIL LONGITUDINAL TOP,BENT /� 2 12 '- 2 50 J / CLR,TYP 7 d5 NORTH RAIL LONGITUDINAL TOP,BENT /� 2 7 '- 0 29 I COj nI 3% DRAFT PERMISSIBLE D ' i7 IN iv AT TOP & BOTTOM OF i7 OPENINGS o 5c1I 5 e1 SOUTH RAIL LONGITUDINAL BOTT. 4 22 '- 9 95 M 5 e2 NORTH RAIL LONGITUDINAL BOTT. 2 26 '- 10 56 YYY"' 5 e3 NORTH RAIL LONGITUDINAL BOTT. 2 22 '- 10 48 5 e4 NORTH RAIL LONGITUDINAL BOTT.BENT / ., 2 8 '- 4 17 -c 5 e5 NORTH RAIL LONGITUDINAL BOTT.BENT /\ 2 5 '- 1 11 II4 N TOTAL REINFORCING STEEL 2744 t� \ I na I J \ N �a \ \ ,� SIDEWALK \ \ / \M \ \ SIDEWALK BENT BAR DETAILS �4" V GROOVE / 4'4" V GROOVE 5e I 5e I N`O IN II o CONSTRUCTION `v CONSTRUCTION S dg II II o JOINT - LEAVE I JOINT - LEAVE ?a ey �� ROUGH - ROUGH S 6'es �0'o es EJn v 1 CULVERT PARAPET CULVERT PARAPET a t \ / -6:-4 C a/7d4 d6.J 5 >> 9`=2 C- T 5e41�5e5 5c2 - 5c2 \ om- i ri Cl • • rn ! 5e4, 5e5, , 15 =, Cr I n9.lc a 3 0 U N • • ir(--- 1(--- 0 a \ O D=6" I D=6" rn I I N N RIN © RAILING SECTION I C)RAILING SECTION \ \___)\___)N ® NOT TO SCALE NOT TO SCAM 5c2 5c1 NOTE: OUT-TO-OUTALL DIMENSIONS ESIONS ARE z D = PIN DIAMETER z �I Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK ") a CONCRETE BARRIER RAILING, AESTHETIC DETAILS Station:10+00 Date:. CITY OF IOWA CITY 0 M n DESIGNED BY: TRACED BY: •♦ 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE FED ROAD FISCAL SHEET TOTAL CITY OF IOWA CITY BROS-3715(663)--8J-52 DIST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: "� IIW,P.C. ♦ www.invergr.cam IOWA V.24 81 ' l I 7d5, 5e5 co 1 7d5, 5e5tD w _ C'\ f 7d3, 5e3 X 1, II 17 MIli BSc'P ` i N I <,N I. cc = 0 , \ CO CO ,. ��os\\\ Sao 2S VD 21S--. o S i 0 S2�P \\ S0,°2 S' w O 7d3, 5e3 \\ S(F,q. 7d 5e2 V //'' iiENLARGED PLAN �i�ear m acAM \\\ ................... . 25,3'•SON 9.,' /'.., \\ V.10%ta.......... 5c2 9 \RE\NF ��VP /��i7d3, Sea 7d2, Set \\ 7,0 � ` 34 SEE �" 2, \ 11111 � 2 9,�YB 5 c \ \ OAR 2 //...- 502 SS,2, \SS S<4) `Scc,�'' . ,` 7d , 5e4 % �� 11/00011111111 Alt COL ® NORTH RAILING PLAN \Sy 1 501, �, ..• 02 NOT TO SCAM 5 i TYP LAP t� �� 0/8 2'-7 MIN FOR #5 BAR i� 4'-6 MIN FOR #7 BAR o C '..- 7d4, 5e4 "ram.C D fart .^.,3.:,* ® ENLARGED PLAN NOT m WAIN •4 C") :<,- -° rn rn 26'—Oy2" tml N / / / 26'-05/a" / / 28'-87/a" / �' GA) 85%6" 85%6" 85�6" 8y8" 1'-35/a��q^ 14 SPA 01'-6" = 21'-0 15 WINDOWS 1'-83/8" 1'-83/8��^ 16 SPA ® 1'-6" = 24'-0"; 17 WINDOWSre q �� 1 O" 1'-35/8" f /� U 0 Filoonnonnonoonn 1 1 oponononnonnonnon-o CD Jr N I.,:O V. 0 N 0 N N. E )NORTHWEST RAILING ELEVATION 0 NORTHEAST RAILING ELEVATION .2LOOKING NORTHEAST Z NOT m ecAM LOOKING NORTH NOT To SCAM ,I Design For co TRIPLE 13'x8'-8" 13.5" LA SKEW RCB NJ E PRENTISS ST OVER RALSTON CREEK n n S CONCRETE BARRIER RAILING AESTHETIC 5 Z Station:10+00 Date:. x CITY OF IOWA CITY 0 n a ♦♦ FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: lCITY OF IOWA CITY BROS-3715(663)--8J-52 STATE DIS . NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: I "� 563.556.2464 • 800.556.4491 PROJECT NUMBER IIW,P.C. •• WwW.nwengr.com IOWA V.25 81 N I ITEM LOCATION AMOUNT 00 (9) PANELS 0 6'-4" NORTHEAST 32.1 L.F. M (8) PANELS 0 7'-6" NORTHWEST 30.4 L.F. up ORNAMENTAL METAL RAILING SOUTHEAST 21.8 L.F. TOP RAIL SOUTHWEST 15.4 L.F. ro © INTERMEDIATE RAIL TOP RAIL HSS 3x3x3/16 N BAR 1/2"x2" HSS 3x3x3/16 c� r REINF SW 8.0 L.F. ��cc �� r m HSS 5x5x3/16 ,L HSS 5x5x3/16 ��'', TOTAL 107.7 L.F. POST �2" NOTES: 3/4" SQ. BAR _ _ ., _ - 3/4" SQ. BAR1----r \\\\_. 1. MATERIAL FOR THE TUBE RAILS AND POSTS INTERMEDIATE RAIL BASEL MATE ASTMA A-ND HANNE B. upBAR 1/2"x2" BASE PLATES, BARS AND CHANNEL SHALL I MEET ASTM A-36. ,0 N BOTTOM RAIL >3A6 y 3ha y7,../ 2. ENDS OF RAIL SECTIONS ARE TO BE SAWED C3x5 OR MILLED. ALL CUT ENDS ARE TO BE 1/4" BENT TRUE, SMOOTH AND FREE OF BURRS OR 1/4" PLATE, SEE ITh. PLATE, SEE DETAIL 3/V.26 IN RAGGED EDGES. DETAIL 3/V.26 ,ENT yam tt l 3. RAILING COMPONENTS SHALL BE HOT-DIP ` I ' �� _ GALVANIZED IN ACCORDANCE WITH ASTM-A 1/2" BASE 123. PREPARE BY ABRASIVE BLAST 1/2" BASE - BOTTOM RAIL 11 PLATE, SEE CLEANING TO A MINIMUM OF SSPC-SP6 PLATE, SEE DRILL 3/8" WEEP C3x5 DETAIL 4/V.26 DRILL 3/8" WEEP PRIOR TO GALVANIZING. DO NOT QUENCH DETAIL 4/V.26 HOLE-STEAM SIDE HOLE (TYP.) OR APPLY CHROMATE CONVERSION 1/2"0 EXP. (TYP.) 1/2"0 EXP. COATING. PREPARE SURFACES AND ANCHORS w/ ANCHORS w/ (14) SPA. 0 43'4" = 5'-6)/2" PAINT IN ACCORDANCE WITH IOWA DOT 5" EMBED. (17) SPA. 0 4r=6'-83'i' 5" EMBED. -0.- - STANDARD SPECIFICATIONS SECTION 2509. 2Y4" 2Y4" TOP COAT PAINT COLOR SELECTION BY 23b" OWNER. 0 TYPICAL 7'-6" HANDRAIL PANEL ®TYPICAL 6'-4" HANDRAIL PANEL 4. THE STUD CONCRETE ANCHORS SHALL BE SCALE STEEL AND HAVE A MINIMUM NOT TO SCALE NOT PULL OUT STRENGTH OF 2000 POUNDS BASED ON 4000 PSI CONCRETE. 5. ALL RAILING POSTS TO BE VERTICAL AND 4"* TOP RAIL TO BE PARALLEL TO GRADE. *ADJUST BOLT SPACING AND ANGLE LENGTH AS (1) PANEL 0 8'-0"REQUIRED TO AVOID 6. ALL DIMENSIONS ARE HORIZONTAL UNLESS HANDRAIL PICKETS NOTED OTHERWISE. 7. GROUT SPACE BETWEEN BASE PLATE AND 9/16" LONG s SIM INTERMEDIATE RAIL TOP RAIL CONCRETE DECK WITH AN APPROVED EPDXY L SLOTTED V26 BAR 2"x2" HSS 3x3x3/16 1 HOLES c� / OR LATEX MODIFIED IMMINGMORTAR AFTER PL 1/4x2 HSS 5x5x3/16 . POST I 8. NEWEL POST CAP SHALL BE NUMBER 5147 2® CHANNEL CONNECTION TO POST 5" NEWEL POST CAP y BY R&B WAGNER, NUMBER MI-145S BY HOVER FENCE COMPANY, 5x5 SQUARE POST 3/4" SQ. BAR : END CAP BY McNICHOLS. OR EQUAL. NOT ace s NOTCH POST 1i" 8" 1i" ...4 FOR TOP RAIL N ii A 3O' ^tv • \ I I h3 3 --I /3/1!y N - 1/4 �� PUNCH 13/16" SQ. 1/4" BENT V 11 12" HOLES FOR 3/4" SQ. PLATE, SEE ''' n "r, ... HSS 5x5 POST RETAINING I o BARS (TYP BOTTOM & DETAIL 3/V.26 J It/ y a:, 4 a 1/2" PLATE �� WALL INTERMEDIATE RAILS) 11 _ I' ^'^ o (3) 9/16" HOLES 1/2" BASE BOTTOM RAIL �' 4" 4" ,3/ • PLATE, SEE DRILL 3/8" WEEP C3x5 rn -0 ` -yi DETAIL 4/V.26 HOLE-STEAM SIDE o J REINF SIDEWALK N !ip 1" 1/2"0 EXP. (TYP.) O ., n e BASE PLATE ANCHORS w/ (19) SPA. 0 4.i"=7'-1)¢" y •• l APRON WALL SHOWN 5" EMBED. y � NOT TO SCALE I ' I� (REINF SIDEWALK AT SIM) 234" 23i"F v,.' 3 11" z 1 " 1 "Kill 1/2"0 EXPANSION 0 TYPICAL 8'-O" HANDRAIL PANEL R ANCHORS WITH 5" NOT TO SCALE j EMBEDMENT --� HANDRAIL SECTION AT APRON WALL Design For i QTYPICAL NOT r0 SCALE I (2) 9/16" NOTCHES TRIPLE 13'x8'-8" 13.5' LA SKEW RCB ^NJ ' E PRENTISS ST OVER RALSTON CREEK a NOTE: PROVIDE (2) 1/16" S.S. SHIMS ' • 5 PER POST. USE AS REQUIRED ORNAMENTAL METAL RAILING DETAILS U , z Station:10+00 Date:. CHANNEL CONNECTION TO POST CITY OF IOWA CITY „1 NOT TO SCALE d- ♦♦ FED. ROAD FISCAL SHEET TOTAL DESIGNED BY: TRACED BY: 563.556.2464 • 600.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS ate. DETAILED BY: CHECKED BY: "W IIW,P.C. •• www.iiwergr.com IOWA . • V.26 81 N N 1 PLACE REVETMENT TO ALLOW FINISHED TOP TO 00 ,- FOLLOW PROPOSED CONTOURS SHOWN --650 — _ I NOTE: CONTOURS SHOWN ARE INTENDED `IO _ _ _ 1 I REFLECT FINISHED TOP OF REVETMENT 1 ' _ _ --C7i _ I 5 �i'� 1 1 S �� ► - _ - 8 • -- -- miii01, dic"Ii ....1,..wistimiwria-y . - ---__ ___ - --__ ____ - _ ti a,' ArliOnITIWW10111trrrii"V ---- - --- - - -- - - 1.-- APAIIIINI.milmearttio..- c-41_ 01 ill*\, - _ - -1-- -ItX _-- _ /S 1-11Ww1.,'- 0Z�,i � i i PROPOSED 1 1�/1 . / __ / / i / 1 PRENTISS ST // \t --- - --- ' 11411011.1t4111=1,1400 5e-- ----- -- - ---- IlLeagilliga Ag. wow-0.= - - - _ ____-- ,,,, --- - - _ - - �w ilimp _. _____- _ ____-- // lookrAv,, O. \ _____- \\\ , 00 _ - _ ,i, 071 Afili \ /\ _ - 1 di6 PROTECT EXISTING CHANNEL MAT. - T� ' , _ - - - - -- - - - - - NJ_I � ,, 1 CONTRACTOR SHALL BE RESPONSIBLE . �_ �j - __ - - _ _ _ - _ _ /// 1 1 FOR REPAIR OF ANY DAMAGE OUTSIDE OF ._ _ / / / , CONSTRUCTION UNITS ©`��' We \ V - -- -- - - N. / / // ' I INSTALL EROSION STONE FILLETS AGAINST �) �, i ��.41111 -_ \ // / EXISTING BANKS, MINIMIZE EXCAVATION OF - _ �[vt� ` �� `a / / / / 1 BANK MATERIAL BEYOND CULVERT APRON `�_ QI�1� 1,�� i. �C - 645 \ \ / / �� TO GREATEST EXTENT PRACTICAL. ,___.110 1101 I I I lire=IMI I NI - - NMI reitirai limmonsimisimmiiiiiiiirrawiliamika two' iicromillikimaModiusecrAirhior4 ma . ' -- ----... ___ ........650,\ _ ___ ____ ____ ___________T Ilk ___ Anikor7-- ---- - , -- \di icirLimpospo 0.---„, - -- -.0iiii...." }HQ HO //'. SE PROFILE H _ toks.....:0_ -- jHo 1 _`i LINE _ Np "___ 1 N� 3 -- _ - - '- -----"�3 % -- --------- ' '- .A CD Ta _ _ - \V HORIZONTAL SCALE IN FEET Z --1 C7 `° REVETMENT PLAN 0 5 10 -<rn - + 0 SOUTH _ 655 655 DRAWING MAY HAVE BEEN REDUCED T Q-�T O i J� N Q Y CAI CO 650 0 sso Y _ U O _ 00 t i 645 .-._._ - - - --- 645 SIM TO DETAIL SEE DETAIL- L 7/V.27 7/V.27 U CLASS E REVETMENT OVER ENGINEERING 640 --__._-___....................__.... FABRIC._...... -_ - ---.-640 Design For N APRON WALL CULVERT FLOOR LEGEND TRIPLE 13'x8'-8" 13.5' LA SKEW RCB E PRENTISS ST OVER RALSTON CREEK 635 7 7N ^N ^,R35 PROPOSED BOX CULVERT TOP s 01 as NIa PROPOSED BOX CULVERT FLOOR REVETMENT PLAN SOUTH J`� CLASS E REVETMENT OVER Zo'n 0+00 0+50 0+60 ' ENGINEERING FABRIC Station:10+00 Date:. I SSE PROFILE ��-7 CITY OF IOWA CITY `V.27J \ a DESIGNED BY: TRACED BY: •• 563.556.2464 ♦ 800.556.4491 PROJECT NUMBER STATE FED ROAD FISCAL SHEET TOTAL CITY OF IOWA CITY BROS-3715 663--8J-52 DIST. N0. YEAR N0. SHEETS a� DETAILED BY: CHECKED BY: "W IN,P.C. • YAW.iiwengr.com ( IOWA V.27 81 N 1 1� ' 1 _�$ T_ \ — —�� - _ — _ — PLACE AND SHAPE EROSION STONE TO ALLOW ro ' a' o \ - FINISHED TOP OF ARTICULATING BLOCK MAT TO -/ -- ' FOLLOW PROPOSED CONTOURS SHOWN V co* rC7 \\ \ 41 up \ ,.., _______--- -- ------------ ..... 1 1.--3X" _____ 6 _ _- --21-0"--"liglir I TZ \ 0 NW-'PROFILE -- N co N .:1 1 7,,SfAia0+03.032\ --------- / CI ��--_046._ _ .i'� �� •I E�\'G ►•. 4►, �_ TA 0+41.56 � � 0_ • �,O � � isTA----c,fi.-54- ___ !,.'41.1i. II mom "�! ' � '�31 ;ic1 o�_�e MI _1 -650�=i / ^ 1 ��i T/M 642.21 ; �>A st. -C; AI i i If1tt=-r c -• : 1� r /— °— = — -_ — 1 1 T 641.46iiii �►ivaiii. O , . 643.00-2 i s r s - �(♦ arailrilig mama — — _- - 1- - /,f '.` • • • •IPTa di i'ii! 0 !.'c-_� . ` giii• • • a • _ — — —645_ _ — igri7vai s. 1 ,-, z' .........VIA 641.4. v.329 ____________,--(7- . • ,. e_ / A-00.00000:000,o 1 I-.4\r" ,\ 1 00 �\ �� ; TAPER BERMSO CHANNEUZE �; - -� I �, • • t';�_ • • I'. -sal - - - - -\._ i - \ \ 4,________________:4- ____ _BLOAWRRFLELOWS TO CENTER 4111 , i U 1 \ \\ i i .2.-�• wf'� im "��i►;:� 1 • • • • • 1 PROTECT EXISTING CHANNEL MAT. �� r.'`IJ� R• _ `��` • ! �� ! • CONTRACTOR SHALL BE RESPONSIBLE ��. Allk�. ilil FOR REPAIR OF ANY DAMAGE OUTSIDE OF \ '"� a/4 �rr/ �� Q : '� ate _ • C �� •, '1 CONSTRUCTION LIMITS . `�' , f� . �' . ! - a�;iw t ly'. EXACT FABRIC FORM DIMENSIONS NOT \ ''../"."-- % \CI ' ` eZ. � Ai � = • I. p \--SHOWN ON THESE PLANS. ACTUAL SIZE • r' - a • , • `►• ' do LAP LOCATIONS TO BE DETERMINED IN PROPOSED , �'�• �`© ` 1111• p T/.6/643.00 . 0�, .1**•- skim, • + :` ' ! - FIELD & VERIFIED BY ENGINEER BY SHOP PRENTISS ST \ c ♦ --_ �. N ,11111..... • t! 4�DRAWING REVIEW. � 111 .111 � � _ WORK OUTSIDE OF LIMITS SHOWN SHALL �- 10Vi OD OP, �` Iu� � 111 � ill ift � � _ Q �• A. � � i —1.ONLY BE PERMITTED IF EXPLICITLY •�2.3:1'4 W /��J 2.0:1• I- - • _ C��t� V � -APPROVED BY ENGINEER. • wi ./ • - 1 - _ 1 AA -- -7 - - -V \ , -- - M 640.49- -T/M 643.50— — 1 `T/M 650.76 7��A4h��v�j� •ragsm�� -— 5. — _A.‘ c, axon, 4. 21'-6" ' 1 INSTALL EROSION STONE FILLETS AGAINST \" - ' 1 EXISTING BANKS, MINIMIZE EXCAVATION OF \ 1 BANK MATERIAL BEYOND CULVERT APRON N \\ // 1 TO GREATEST EXTENT PRACTICAL. N ARTICULATING BLOCK PLAN NOTE: CONTOURS SHOWN ARE INTENDED TO \ HORIZONTAL SCALE IN FEET i REFLECT FINISHED TOP OF ARTICULATED oNORTH o s to p BLOCK MAT. _1 r w o 655 EROSION STONE DRAWING MAY HAVE BEEN REDUCED A a PLACE AS NECESSARY 655 Z i TO SHAPE CONTOURS SHOWN IN PLAN --•I nrn o ,10 o VIEW. OUTSIDE OF APRON, PLACE A 4" \\____... ...{ -"b w w ARTICULATING NOMINAL 6" THICKNESS ONLY AS STA. 0+71.0 ��- REQUIRED TO PROVIDE A WELL-GRADED BLOCK OVER C r ? w ENGINEERING U n w m 650 -� SURFACE D R P MATNT OF FABRIC -650 .,./� iU • a ARTICULATED BLOCK OVER N 5 a I ENGINEERING FABRIC j7 tJ U Y F 3 645 j- -t 645 m 0 - - SEE DETAIL Z i ..7 STA: 0+41.56 4/V.29 F 0.20% a a 640 640 F CULVERT FLOOR � CURTAIN WALL �- g Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB s35' 635 LEGEND ST OVER RALSTON CREEK N N �. CO E PRENTISS n CO m CO 1 tO PROPOSED BOX CULVERT TOP s 0+00 0+50 0+79 I PROPOSED BOX CULVERT FLOOR ARTICULATING BLOCK PLAN NORTH i HORIZONTAL SCALE IN FEET PROPOSED7313$ TOE 4" ARTICULATING ENGINEERING FABRILOCK Station:10+00 Date:. Z o 5 io ® NW PROFILE imimm CITY OF IOWA CITY o▪ DRAWING MAY HAVE BEEN REDUCED n . n DESIGNED BY: TRACED BY: •• 563.5562464 • 800.556.4191 PROJECT NUMBER I STATE FED ROAD FISCAL SHEET TOTAL DETAILED BY: CHECKED BY: "W INV pC • CITY OF IOWA CITY BROS-3715 663--8J-52 IOWA DIST. NO. YEAR NO. SHEETS a V.28 81 N N 1 3" I , i 4" ARTICULATING co 4" ARTICULATING #5 BAR BLOCK MAT OVER 'e BLOCK MAT OVER DRILL & EPDXY INTO cry ENGINEERING FABRIC 2-0 R ENGINEERING FABRIC 4" ARTICULATING CONCRETE TYP BLOCK MAT OVER MIN 5h" EMBEDMENT to 0 APRON FLOWLINE ENGINEERING FABRIC ce SEE DETAIL 6 FLOOR OF APRON THIS SHEET OR VERTICAL FACE , '�,0g.�,_ ;fitOF WALL T. • io 7 r � TO BE USED AT A 4' TYP SPACING FOR ALL EDGES PLACED CURTAIN WALL ON CONCRETE APRON FLOOR OR AGAINST VERTICAL APRON WALL AT NORTH END OF CULVERT ONLY. REINF BAR NOTES: EPDXY COAT ALL REINF BARS CULVERT FLOOR EROSION STONE ® SECTION #5 BAR SHALL BE INSTALLED SO THAT BAR IS EMBEDDED IN THE CENTER OF THE FINISHED ABM BLOCK. INSTALLATION OF © SECTION ABM TERMINATION AT CULVERT NOT TO SCALE THE BAR MAY BE MADE BY SPLITTING THE FABRIC AND ® TYPICAL THROUGH BERMS ON NOT TO SCALE APRON IN CHANNEL BOTTOM (7)SECTION SEALING OF THE SLIT WITH TAPE. NORTH APRON V'29 ABM ANCHOR DETAIL AGAINST NOT TO sc." CONCRETE SURFACE UTILIZE CONC GROUT FOR FABRIC FORMED 4" ARTICULATING 4" ARTICULATING CONCRETE BLOCK MAT OVER BLOCK MAT OVER REVETMENT TO FILL ENGINEERING FABRIC ENGINEERING FABRIC VOID SPACE. FINISH GROUT TO BE LEVEL TO ADJACENT MAT TOP OF SLOPE EXISTING CHANNEL BACKFILL MAT i 1 1 l �i 1 1 -11 J. O N \\14,\-' .3' -- cz, EROSION STONE MN .n Lri EROSION STONE 31;+'.""" CTO ""'"~ 4 G3 CUT EXISTING CABLES AT NEW LOCATION OF END OF MAT. C.") N PROVIDE MECHANICAL ANCHORAGE TO PREVENT BLOCKS ..""1 nrn FROM DISENGAGING FROM THE MAT. �f"� "O UTRENCH MAT INTO GRADE AS SHOWN. ® SECTION ABM EDGE TERMINATION AT TOP NOT TO SCALE Q� tV o 0 SECTION OF SLOPE J C.0) x CO JOINT BETWEEN EXISTING AND NOT TO SCALE M PROPOSED ABM ro 0 0 o FABRIC FORMED REVETMENT ARTICULATING MAT NOTES: TOP OF SLOPE R THE FABRIC FORMED REVETMENT QUANTITY INCLUDES THE FORM AREA IN TERMINAL TRENCHES SHOWN ON THE REVETMENT REVETMENT BACKFILL DRAWINGS. LABOR, EQUIPMENT AND MATERIALS REQUIRED TO ANCHOR FABRIC FORMS DURING PLACEMENT 3 AND CURING OF GROUT SHALL BE CONSIDERED INCIDENTAL TO THIS WORK. 0 r. ANY CABLE PROTRUDING FROM MAT THAT FORMS A CLOSED LOOP SHALL BE CUT FOLLOWING PLACEMENT AND m IMF �� INITIAL SET OF GROUT TO PREVENT SNAGGING OF FLOOD DEBRIS BY THE CABLE LOOP. THE RESULTANT o AWriiiiiii•_• : ,��- .�j�:4.l` o CABLE ENDS PROTRUDING FROM THE MAT SHALL NOT EXCEED 18 INCH IN LENGTH. Q N, • • • • 0a-,40�r•Ir * r, ICI "' GROUT SHALL NOT BE DISCHARGED ON THE TOP OF THE MAT THAT WILL FILL THE SEAM "VALLEY" BETWEEN �� •ry , r�� BLOCKS. A WEAKENED PLANE ALONG THE SEAM LINES IS REQUIRED TO FACILITATE CRACKING AND ' W r•-. 1 I!��_ ARTICULATION. ;Tors j APRON OR CURTAIN ir ;�� o ENGINEERING FABRIC � - WALL Design For S IP-�L 1 TRIPLE 13'x8'-8" 13.5• LA SKEW RCB n 3'-0" I E PRENTISS ST OVER RALSTON CREEK a 0 SECTION i REVETMENT EDGE NOT TO OGLEs TERMINATION AT TOP OF SLOPE ARTICULATING BLOCK & REVETMENT DETAILS () Station:10+00 Date:. z Q ( )SECTION REVETMENT TERMINATION NOT TO SCALE CITY OF IOWA CITY o AGAINST APRON OR CURTAIN WALL n * N DESIGNED BY: TRACED BY: •• ( )563.556.2464 • 800.556.4491 PROJECT NUMBER STATE FED. ROAD FISCAL SHEET TOTAL CITY OF IOWA CITY BROS-3715 663 T. NO. YEAR NO. 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Q 0 N ? 0) 00 0 N A C X CO m Xi m 73 0 I J_ N 0) 0) CM I mII N - Cl) 0 - > D D m o00 m �' z t;11��1 3 �113 JJ D py �� Z o O A u1d S 1 gad DUOZ z gg :Z A O 0 co X z=N Pr-,1, �M ¢ VERTICAL SCALE IN FEET Z z -I �.-•7{ _M - 0 0, 8 A n T.)m*ly DRAWING MAY HAVE BEEN REDUCED mo Nr P:\17\143\DRAWINGS\CIVIL\17143 ZZ-X LINN.DWG 1/17/2020 11:08:59 AM DAVE SCHWARZ 0 o BROS-3715(663)--8J-52 m m � C) D F z 0) 0) 0 O+ #l A 00 OD1 0 Of 001 Cl CA 01 01 0 0 01 01 ch 01 CA Cl 00) CA Of CA CA CA CO 01 01 Cl O I # O� N Ol O N CA O N + # OO OD t & 8Ng88 CA O A3 01 A m m p o r / I I 8 O 649.92- 649.88- 649.99- 14.75' L - 651.07 649.98- 14.�5 L - 651.04 I I 0 e (41 cm-) cD-) 0 850.12 4-651.20 + 0 850.11 8,`,1.20 m m o • m m o O 849.50- 14.75' R - 650.59 849.47- 14.75' R - 650.55 ro 649.43- ro 649.39— o 0 -25.54' R - 65'.38 I-2&50' R - 851.34 1 o c0l 0 -34.89' R - 650.59 -36.25' R - 650.84 O 0) O C) 0) 0) O) CA1 0) C) C) (0N)) co C) co 0) rn 0 Orn 0) 0) 0) 0) 0+) 0p) 0) 0N)) 01 01 Ol 01 0) co 01 ? O"i OWD O N Ol O N # Q O A) A ? rn m O N A Or O N 0 W 0 001 A MOM♦ ♦ S• ' ♦ 8• t O 0 D n O cn O z c C) m m m 0 0 u u 03 In N N • > • D D m om Zo t i01 `hN O1 �1��3101.10 h110 F �_ F., A 6C :Z 1=1d 81 S3d OZGZ '< r A o� D XZS m F W P� *...., 1 VERTICAL SCALE IN FEET i 0 cn o m r�+ =O .-.„. .. c o O mD DRAWING MAY HAVE BEEN REDUCED mo I I February 18, 2020 CITY OF IOWA CITY 410 East Was ngton Street Iowa City, wa 52240- 1826 (319)35 - 5000 City Clerk (319) 56- 5009 FAX w .icgov.org City of Iowa City, Iowa Re: Prentiss Street Bridge Replacement Project Iowa DOT Project BROS-3715-(663)--8J-52 Dear City Clerk: The estimate of cost, as prepared by IIW, P.C. of qubuque, IA for the Prentiss Street Bridge Replacement Project is $1,244,417.30. Sincerely, ac& Melissa A. Clow, El Special Projects Administrator \ / `-' a -- (-)- -- , N W Prepared by:_Melissa A.Clow,Public Works,410 E.Washington St.,Iowa City,IA 52240,(319)356-5413 Resolution No. 20-38 Resolution setting a public hearing on March 3, 2020 on project manual and estimate of cost for the construction of the Prentiss Street Bridge Replacement Project (BROS-3715(663)--8J-52), and directing City Clerk to publish notice of said hearing, and directing the City Engineer to place said project manual on file for public inspection. Whereas, funds for this project are available in the Prentiss Street Bridge Replacement -Account #S3935. Now, therefore, be it resolved by the Council of the City of Iowa City, Iowa, that: 1. A public hearing on the plans, specifications and estimate of cost for the construction of the above-mentioned project is to be held on the 3rd day of March, 2020, 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. 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. A copy of the plans, specifications 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 18th day of February 2020 a or 7'LA-CZ/1- ---51-- p roved b • Attest: c_ -it) - 2L 0 City Clerk City Attorney's Office It was moved by Taylor an conded by Salih the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Bergus x Mims x Salih x Taylor x Teague x Thomas x Weiner Jjiedia PRESS-CITIZEN MEDIA PART OF THE USA TODAY NETWORK CITY CLERK CITY OF IOWA CITY ICPD 410 E WASHINGTON ST This is not an invoice IOWA CITY IA 522401825 #of Affidavits 1 AFFIDAVIT OF PUBLICATION State of Wisconsin County of Brown, ss.: The undersigned, being first duly sworn on oath, states that the Iowa City Press Citizen, a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Iowa City, Iowa, the publisher of Iowa City Press Citizen newspaper of general circulation printed and published in the City of Iowa City, Johnson County, Iowa, and tha an advertisement, a printed copy of which is attached as Exhibit"A" and made part of this affidavit, was printed and published in Iowa City Press Citizen on the following dates: Ad No. Start Date: Run Dates: Cost: 0004069642 2/24/20 02/24/20 $42.81 Copy of Advertisement Exhibit"A" Sub cribed and sworn to before me by said affiant this 24th day of February, 2020 6g2Q-- otary Public 'Y'L"g5 Commission expires SHELLY HORA Notary Public 0 State of Wisconsin • NOTICE OF PUBLIC HEARING NOTICE OF PUBLIC HEARING ON PROJECT MANUAL AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE PRENTISS STREET BRIDGE PROJECT IN THE CITY OF TO ALL OF THE OFHERNTEEOEAAND TO INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a iublic hearing on Protect Manual, ncluding the plans,specifications, contract and estimated cost for the construction of the Prentiss Street Bridge Project (BROS-3715(663)--8J-521 in said city at 7:00 p.m.on the 3rd day of March, 2020. Said meeting to be held in the Emma J. Harvat Hall in the City Hall, 410 East 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. This project includes replacement of the existing Prentiss Street Bridge. Roadway improvements on Prentiss Street extend to South Dubuque Street and on South Linn Street extend 200 feet north of Prentiss Street. Storm sewer on Prentiss Street is being replaced to increase capacity and reduce surcharging during large rainfall events. The project also includes improvements to ADA sidewalk ramps, public utilities and water main. Said Project Manual and estimated cost are now on file in the office of the City Clerk in the City Hall in 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 Project Manual or the cost of making said improvements. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. KELLIE K. FRUEHLING, CITY CLERK )3 Prepared by:Melissa Clow,Special Projects Administrator,Public Works,410 E.Washington St.,Iowa City,IA 52240 (319)356-5413 Resolution No. 20-60 Resolution approving project manual and estimate of cost for the construction of the Prentiss Street Bridge Replacement Project (BROS-3715(663)--8J-52), establishing amount of bid security to accompany each bid, directing City Clerk to post notice to bidders, and fixing time and place for receipt of bids. Whereas, notice of public hearing on the project manual and estimate of cost for the above- named project was published as required by law, and the hearing thereon held; and Whereas, this project will be bid by the Iowa Department of Transportation (DOT); and Whereas, bids will be accepted on April 21, 2020 at 10:00 a.m. by the DOT, Office of Contracts in Ames, Iowa; and Whereas, the City Engineer or designee intends to post notice of the project on the website owned and maintained by the City of Iowa City; and Whereas, funds for this project are available in the Prentiss Street Bridge Replacement account# S3935. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The project manual 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 form and amount prescribed in the bidding proposal. 3. The City Clerk is hereby authorized and directed to post notice as required in Section 26.3, not less than 13 days and not more than 45 days before the date of the bid letting, which may be satisfied by timely posting notice on the Construction Update Network, operated by the Master Builder of Iowa, and the Iowa League of Cities website. 4. Bids for the above-named project are to be received by the DOT, Office of Contracts, 800 Lincoln Way, Ames, Iowa, before 10:00 a.m. on the 21st day of April, 2020. Thereafter, the bids will be opened and announced by the DOT, and thereupon referred to the City Council of the City of Iowa City, Iowa for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 5th day of May, 2020, or at a special meeting called for that purpose. Resolution No. 20-60 Page 2 Passed and approved this 3rd day of March , 2020 Mayor roved by Attest: iGef Za' Ci Clerk City Attorney's Office It was moved by Mims and seconded by Thomas the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Bergus x Mims x Salih x Taylor x Teague x Thomas x Weiner A2o I . IOWA LEAGUE Of CITIES CERTIFICATE The Iowa League of Cities an entity organized under the laws of Iowa as an instrumentality of its member cities, with its principal place of business in Des Moines, Polk County, Iowa, does hereby certify that I am now and was at the time hereinafter mentioned, the duly qualified and acting Executive Director of the Iowa League of Cities, and that as such Executive Director of the League and by full authority from the Executive Board, I have caused a NOTICE TO BIDDERS Iowa City Prentiss St Bridge Over Ralston Creek Classified ID: 124793 A printed copy of which is attached and made part of this certificate, provided on 03/23/2020 to be posted on the Iowa League of Cities' internet site on the following date: March 24 , 2020 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 3/23/2020 COLtf V :76--tAr Alan Kemp, Executive Director NOTICE TO BIDDERS STATE OF IOWA - Sealed bids will be received by the Iowa Department of Transportation (DOT), Office of Contracts, 800 Lincoln Way, Ames, Iowa 50010 on April 21, 2020 at 10:00 A.M. CDT for various items of construction and maintenance work. Plans, specifications and proposal forms for the work may be seen at the Office of Contracts until noon on the day previous to the letting. A listing of projects open for bids and details for each project will be available to potential bidders and suppliers three weeks prior to the letting date at www.bidx.com/ia/main or www.iowadot.qov or by calling the Office of Contracts at 515-239-1414. The Iowa DOT uses the Bid Express website — www.bidx.com - as the official depository for bid submittal. The Iowa DOT will ensure this depository is available for a two-hour period prior to the deadline for submission of bids. If there is an interruption of communications or loss of service by Bid Express during this two-hour period, the Iowa DOT will delay the deadline for bid submissions to allow potential bidders to submit bids. Instructions will be communicated to potential bidders. Opening and reading of the bids will be performed at the Office of Contracts after 10:30 A.M. on the day bids are to be received, unless otherwise specified by the Iowa DOT. Unless otherwise specified, bidder shall submit an electronic proposal with digital signature using bidding software furnished by the Department and electronic bid submittal procedures of the Department. Proposals received after the bid deadline will not be read. Proposals containing any reservations not provided for in the forms furnished will be rejected. The Iowa DOT reserves the right to waive technicalities and reject any or all bids. A proposal guaranty, not less than the amount as set forth in the proposal form, shall be filed with each proposal. The proposal guaranty shall be in the form of a certified check or credit union certified share draft, cashier's check, money order or bank draft drawn on a solvent bank or credit union. Certified checks or credit union certified share drafts shall bear an endorsement signed by a responsible official of such bank or credit union as to the amount certified. Cashier's checks, money orders or bank drafts shall be made payable either to the contracting authority or bidder; and, where made payable to the bidder, shall contain an unqualified endorsement to the contracting authority signed by the bidder or the bidder's authorized agent. A properly completed Contractor's Annual Bid Bond (form 650043) may be used in lieu of the monetary options specified above. Both forms are available from the Office of Contracts. These must be delivered to the Office of Contracts at the address above. Iowa DOT personnel will be available to accept proposal guaranties during regular business hours of 8:00 a.m. to 4:30 p.m. A Proposal Guaranty/Bid Bond (Form 518003) may be used for the proposal guaranty in lieu of that specified above, using the electronic bid bond verification feature authorized by the Department. Per Iowa Code section 423.3 (80), the contracting authority will issue an exemption certificate for the purchase or use of building materials, supplies and equipment used in the performance of the construction contract. Failure to execute a contract and file an acceptable performance bond and certificate of insurance within 30 days of the approval date for awarding the contract will be just and sufficient cause for the denial of the award and forfeiture of the proposal guaranty. The Iowa DOT (or other approved contracting authority) hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. On federal-aid projects, where disadvantaged business enterprise (DBE) goals have been established, the bidder is required to complete and submit form 102115 with the bid documents. On all projects without DBE goals, the contractor must show that affirmative action has been made to seek out and consider DBEs as potential subcontractors. Some projects may be listed in multiple proposals (as an individual project or part of a combined package of projects). The contracting authority will determine which combination of proposals produce the lowest bid for these projects. Minimum wage rates for all federal-aid projects have been predetermined by the U.S. Secretary of Labor and are set forth in the specifications. However, this does not apply to projects off the federal-aid highway system. All federal-aid projects are subject to the Contract Work Hours Standards Act, as amended (title I of Pub. L. 87-581, Aug. 13, 1962, 75 Stat.357) and implementing regulations. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced within Iowa, and also, a resident bidder shall be allowed a preference against a nonresident bidder from a state or foreign country which gives or requires a preference to bidders from that state or foreign country both on projects in which there are no federal funds involved. Bid Order: 007 County: JOHNSON Proposal ID: 52-3715-663 Work Type: RCB CULVERT REPLACEMENT—TRIPLE BOX Proposal Section: 0001 ITEMS FOR A TRIPLE 13' X 8'-8" REINFORCED CONCRETE BOX CULVERT DBE Goal: 4.0% Working Days: 110 Late Start Date: 05/26/2020 Guarantee: $$62,500.00 Project: BROS-3715(663)--8J-52 Route: PRENTISS STREET In the city of Iowa City Prentiss Street Bridge, Prentiss Street Bridge over Ralston Creek Ashley Platz From: Cindy Adams <CAdams@mbi.build> Sent: Tuesday, March 24, 2020 8:37 AM To: Ashley Platz Subject: Certificate for Notice to Bidders Attachments: 03.24.20 notice to bidders.pdf RISK Certificate The undersigned, being first duly sworn on oath,states that The Construction Update Plan Room Network("CU Network") is a corporation duly organized and existing under the laws of the State of Iowa,with its principal place of business in Des Moines, Polk County, Iowa. The undersigned also states that he is now and was at the time hereinafter mentioned,the duly qualified and acting President/CEO of the CU Network,and that as such President/CEO of the CU Network and by full authority from the Executive Board, he caused a NOTICE TO BIDDERS Iowa City—Prentiss Street Bridge over Ralston Creek A printed copy of which is attached and made part of this certificate,to be posted in the Construction Update Network Plan Room,a relevant contractor plan room service with statewide circulation and a relevant contractor lead generating service with statewide circulation,on the following date(s): March 24,2020 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. CIL( Kdelle March 24, 2020 Date President/CEO of The Construction Update Plan Room Network Cindy Adams—Project Information Specialist Construction Update powered by ConstructConnect 221 Park Street—Des Moines, Iowa 50309 (D)515.657.4388(0)515-288-7339 (e) cuhelp@MBI.Build (w) https://MBI.Build (w) https://IowaConstructionUpdate.com (w)www.iowabiddate.com 1 DAILY NOTICE TO BIDDERS construction Cog^ update REC8VED MAR 2 3 2020 NOTICE TO BIDDERS STATE OF IOWA - Sealed bids will be received by the Iowa Department of Transportation (DOT), Office of Contracts, 800 Lincoln Way, Ames, Iowa 50010 on April 21, 2020 at 10:00 A.M. CDT for various items of construction and maintenance work. Plans, specifications and proposal forms for the work may be seen at the Office of Contracts until noon on the day previous to the letting. A listing of projects open for bids and details for each project will be available to potential bidders and suppliers three weeks prior to the letting date at www.bidx.com/ia/main or www.iowadot.qov or by calling the Office of Contracts at 515-239-1414. The Iowa DOT uses the Bid Express website — www.bidx.com - as the official depository for bid submittal. The Iowa DOT will ensure this depository is available for a two-hour period prior to the deadline for submission of bids. If there is an interruption of communications or loss of service by Bid Express during this two-hour period, the Iowa DOT will delay the deadline for bid submissions to allow potential bidders to submit bids. Instructions will be communicated to potential bidders. Opening and reading of the bids will be performed at the Office of Contracts after 10:30 A.M. on the day bids are to be received, unless otherwise specified by the Iowa DOT. Unless otherwise specified, bidder shall submit an electronic proposal with digital signature using bidding software furnished by the Department and electronic bid submittal procedures of the Department. Proposals received after the bid deadline will not be read. Proposals containing any reservations not provided for in the forms furnished will be rejected. The Iowa DOT reserves the right to waive technicalities and reject any or all bids. A proposal guaranty, not less than the amount as set forth in the proposal form, shall be filed with each proposal. The proposal guaranty shall be in the form of a certified check or credit union certified share draft, cashier's check, money order or bank draft drawn on a solvent bank or credit union. Certified checks or credit union certified share drafts shall bear an endorsement signed by a responsible official of such bank or credit union as to the amount certified. Cashier's checks, money orders or bank drafts shall be made payable either to the contracting authority or bidder; and, where made payable to the bidder, shall contain an unqualified endorsement to the contracting authority signed by the bidder or the bidder's authorized agent. A properly completed Contractor's Annual Bid Bond (form 650043) may be used in lieu of the monetary options specified above. Both forms are available from the Office of Contracts. These must be delivered to the Office of Contracts at the address above. Iowa DOT personnel will be available to accept proposal guaranties during regular business hours of 8:00 a.m. to 4:30 p.m. A Proposal Guaranty/Bid Bond (Form 518003) may be used for the proposal guaranty in lieu of that specified above, using the electronic bid bond verification feature authorized by the Department. Per Iowa Code section 423.3 (80), the contracting authority will issue an exemption certificate for the purchase or use of building materials, supplies and equipment used in the performance of the construction contract. Failure to execute a contract and file an acceptable performance bond and certificate of insurance within 30 days of the approval date for awarding the contract will be just and sufficient cause for the denial of the award and forfeiture of the proposal guaranty. The Iowa DOT (or other approved contracting authority) hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. On federal-aid projects, where disadvantaged business enterprise (DBE) goals have been established, the bidder is required to complete and submit form 102115 with the bid documents. On all projects without DBE goals, the contractor must show that affirmative action has been made to seek out and consider DBEs as potential subcontractors. Some projects may be listed in multiple proposals (as an individual project or part of a combined package of projects). The contracting authority will determine which combination of proposals produce the lowest bid for these projects. Minimum wage rates for all federal-aid projects have been predetermined by the U.S. Secretary of Labor and are set forth in the specifications. However, this does not apply to projects off the federal-aid highway system. All federal-aid projects are subject to the Contract Work Hours Standards Act, as amended (title I of Pub. L. 87-581, Aug. 13, 1962, 75 Stat.357) and implementing regulations. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced within Iowa, and also, a resident bidder shall be allowed a preference against a nonresident bidder from a state or foreign country which gives or requires a preference to bidders from that state or foreign country both on projects in which there are no federal funds involved. Bid Order: 007 County: JOHNSON Proposal ID: 52-3715-663 Work Type: RCB CULVERT REPLACEMENT—TRIPLE BOX Proposal Section: 0001 ITEMS FOR A TRIPLE 13' X 8'-8" REINFORCED CONCRETE BOX CULVERT DBE Goal: 4.0% Working Days: 110 Late Start Date: 05/26/2020 Guarantee: $$62,500.00 Project: BROS-3715(663)--8J-52 Route: PRENTISS STREET In the city of Iowa City Prentiss Street Bridge, Prentiss Street Bridge over Ralston Creek S c 3 Prepared by:Melissa Clow,Special Projects Administrator,Public Works,410 E.Washington St.,Iowa City,IA 52240(319)356-5413 Resolution No. 20-110 Resolution awarding contract and authorizing the City Engineer to sign a contract for construction of the Prentiss Street Bridge Replacement Project (BROS-3715(663)--8J-52). Whereas, Portzen Construction, Inc. of Dubuque, IA has submitted the lowest responsible bid of $1,398,708.11 for construction of the above-named project; and Whereas, funds for this project are available in the Prentiss Street Bridge account#3935; and Whereas, the City Engineer and City Manager are authorized to execute change orders according to the City's Purchasing Policy as they may become necessary in the 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 Portzen Construction, Inc., subject to the condition that awardee secure adequate bond and insurance certificates. 2. The City Engineer is hereby authorized to sign the contract for construction of the above- named project and the Contractor's Bond, subject to the condition that awardee secure adequate bond and insurance certificates. Passed and approved this 5th day of May 2020 yor A r e by Attest: - City lerk City Attorney's Office-04/29/2020 It was moved by Taylor and seconded by Salih the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Bergus x Mims x Salih x Taylor x Teague x Thomas x Weiner r CITY OF IOWA CITY ENGINEER'S REPORT 410 East Washington Street Iowa City, Iowa 52240- 1826 December 19, 2022 (319)356 - 5000 (319) 356 - 5009 FAX www.icgov.org City Clerk Iowa City, Iowa Re: Prentiss Street Bridge Reconstruction Project Dear City Clerk: I hereby certify that the construction of the Prentiss Street Bridge Reconstruction Project has been completed by Portzen Construction, Inc. of Dubuque, Iowa in substantial accordance with the plans and specifications prepared by Origin Design, formerly IIW, P.C. The project was bid as a unit price contract and the final contract price is $1,467,136.97. There were twelve (12) change orders for the project described below: 1. Increase RCB top slab reinforcing $417.52 2. Excavation for Structures, Unsuitable Soil, and Granular Backfill $17,848.84 3. South Apron, Top Reinforcement Plan, and 5f8 Longitudinal Bar $174.08 4. North Apron, Top Reinforcement Plan, Sanitary Sewer Service $38,570.03 Replacement, Culvert Rebar Spacing Corrections, and Special Water Main Gaskets 5, 8" Valve Replacement, C-mix in lieu of 0-mix, and 72" Storm Manhole $8,616.52 Replacement 6. Additional Linn Street Removals and Minor Intake Adjustments $1,500.00 7. Service Adjustments, Wetland Seeding and Temporary Stabilization $5,930.72 8. Storm Sewer— 24" RCP to DIP $3,244.78 9, PCC Cold Weather Protection, RCB Wing Wall Joint Sealing $2,664.53 10. Curb Repairs from Winter Maintenance and Parking Lot Restoration $3,075.00 11. Additional sodding for erosion control stabilization $3,840.50 12. Balance of Item Quantities -17,453.66 I recommend that the above-referenced improvements be accepted by the City of Iowa City. Sincerely, Jason Havel, P.E. City Engineer I Prepared by: Melissa Clow, Engineering Division, Public Works,410 E.Washington St., Iowa City, IA 52240(319)356-5413 Resolution No. 23-07 Resolution accepting the work for the Prentiss Street Bridge Replacement Project Whereas, the Engineering Division has recommended that the work for construction of the Prentiss Street Bridge Replacement Project, as included in a contract between the City of Iowa City and Portzen Construction, Inc. of Dubuque, Iowa, dated May 5th, 2020, be accepted; and Whereas, the Engineer's Report has been filed in the City Clerk's office; and Whereas, funds for this project are available in the Prentiss Street Bridge account#S3935; and Whereas, the final contract price is $1,467,136.97. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 10th day of January , 2023 Ma Approved by Attest: LIP Cit Clerk City Att ney's Office (Liz Craig — 12/27/2022) It was moved by Dunn and seconded by Bergus the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Alter x Bergus x Harmsen x Taylor x Teague x Thomas X Dunn Form 181419 (12-16) `,I OWA DOT BUSINESSI2005 CONTRACTOR'S PERFORMANCE BOND -54-230405 Bond Number: Contract I.D.: 52-37I5-663-A County: Johnson KNOW ALL PERSONS BY THESE PRESENTS:That we, Portzen Construction,Inc. of 205 Stone Valley Drive Dubuque Iowa 52003 (hereinafter called the Principal)and United Fire&Casualty Company of PO Box 73909 Cedar Rapids Iowa 52407 (hereinafter called the Surety)are held and firmly bound unto the City of Iowa City (Iowa DOT,County,or City name,etc.) (hereinafter called the Contracting Authority)Iowa,in the sum of One Million Three Hundred Ninety eight Thousand seven hundred eight dollars&eleven cents dollars ($ 1,398,708.11 ), lawful money of the United States, to the payment of which sum, well and truly to be made, we bind ourselves, our executors, administrators,successors,and assigns jointly and severally by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH,THAT whereas the above bounden Principal did enter into a written contract with the Contracting Authority to perform RCB CULVERT REPLACEMENT-TRIPLE BOX BROS-3715(663)--8J-52 Copy of which contract,together with all of its terms,covenants,conditions,and stipulations,is incorporated herein and made a part hereof as fully and completely as if said contract were recited at length;and whereas,the principal and sureties on this bond hereby agree to pay all persons,firms, or corporations having contracts directly with the principal or with subcontractors,all just claims due them for labor performed or materials fumished, in the performance of the contract on account of which this bond is given,when the same are not satisfied out of the portion of the contract price which the public corporation is required to retain until completion of the public improvements,but the principal and sureties shall not be liable to said persons,firms,or corporations unless the claims of said claimants against said portion of the contract price shall have been established as provided by law. Now,if the principal shall in all respects fulfill his said contract according to the terms and tenor thereof,and shall satisfy all claims and demands incurred for the same,and shall fully indemnify and save harmless the Contracting Authority from all costs and damages which it may suffer by reason of failure to do so and shall fully reimburse and repay the Contracting Authority all outlays and expense which it may incur in making good any such default,then the obligation is to be void and of no effect:otherwise to remain in full force and effect.Every surety on this bond shall be deemed and held,any contract to the contrary notwithstanding,to consent without notice: 1. To any extension of time to the contractor in which to perform the contract. 2. That the bond shall remain in full force and effect until the contract is completed within the specified contract period,within an extension thereof,or within a period of time after the contract period has elapsed and the liquidated damage is being charged against the contractor. 3. To any change in the plans,specifications,or contract,when such change does not involve an increase of more than 20 percent of the total contract price,and shall then be released only as to such excess increase. 4. That no provision of this bond or of any other contract shall be valid which limits to less than five years from the completion of the contract the right to sue on this bond for defects in work quality or material not discovered or known to the Contracting Authority at the time such work is accepted. This bond is to be considered a performance bond and secures the Contracting Authority the right to recover from the contractor on account of material or labor entered into the work or work performed not in accordance with the contract,specifications,or plans.The contractor does not by this obligation guarantee to maintain the work for five years. Page 1 of 2 Form 181419 ,12_16, 010WADOT CONTRACTOR'S PERFORMANCE BOND Bond Number: #54-230405 Contract I.D.: 52-3715-663-A County: Johnson IN WITNESS WHEREOF,we have hereunto set our hands and seals this 12 day of Ma20 Scott A. DeSousa Attorney-in-fact Friedman Insurance Inc By: By: Title Title Address: Principal Surety By: By: Title Title Address: For contracts where a County Board of Supervisors is the Contracting Authority: This bond approved by the Board of Supervisors of County, this day of Signature Title For contracts where neither the DOT nor a County Board of Supervisors is the Contracting Authority: This bond approved by the (Contracting Authority) this day of Signature Title DISCLOSURE STATEMENT FOR CONTRACTOR'S PERFORMANCE BONDS The information requested will be used by the Iowa Department of Transportation to determine if a contractor/vendor is bonded in accord with the requirements established by the contracting authority.This secures the IDOT and/or the State of Iowa the right to recover from the contractor/vendor if material orlabor entered into the work performed is not in accord with the contract,specifications,or plans.Persons outside the Department may occasionally request this information.Failure to provide all required information will result in denial of the award of the contract. Page 2 of 2 PRENTISS ST BRIDGE REPLACEMENT PROJECT (BROS - 37 1 5 (663 ) - 8J- 52) Prentiss St. Bridge Replacement Project (BROS-3715(663)-8J-52) 07-Nov-2019 Plans, estimate of cost 19-Nov-2019 Res 19-275, Setting a public hearing 25-Nov-2019 Notice of public hearing 03-Dec-2019 Res 19-292, approving project manual and estimate of cost. 18-Dec-2019 Notice to bidders 21-Jan-2020 Res 20-16, rescinding Res 19-292 18-Feb-2020 Plans, estimate of Cost 18-Feb-2020 Res 20-38, Setting a public hearing 21-Feb-2020 Revised Estimate of Cost 24-Feb-2020 Notice of public hearing 03-Mar-2020 Res 20-60, approving project manual and estimate of cost. 24-Mar-2020 Notice to bidders 06-May-2020 Res 20-110, awarding contract (Portzen Construction Inc) 19-Dec-2022 Engineer's Report 10-Jan-2023 Res. 23-07,Accepting the work 17-Jan-2023 Contractors Performance Bond TOTAL OMB X F O U.S. ARUM CORPS OF ENGINEERS SECTION 404 PERMIT AND CONDITIONS 75 0 N CONSTRUCT TiiS PROJECT ACCORDING TO THE REQUIRE1ffl1TS OF U.S. m N ARMY CORPS OF PERMITIENGINEERS AVAILABLE PERMIT MTHE 14, P Doi NO. CE1riVR-C10-P-201E-0933. D �� PROJECT MAWR 83)-- W A COPY OF THIS PERMIT IS AVAILABLE FROM TF1E f0'MA DOT WEBSITE 0. UOAIA BRCS-J715(683}--8J-52 J C' CV (H U.S.wARm, CORPS .tF ENGINEERS RYES 111E RIGHT TO VI9T THE 9TE 0_ z N THE u. A�M� CORPS of ENGINEERS INDEX 0 F SHEETS QWITHOUT PR OR NOTICE. [ 'z Highway Division NO. DESCRIPTION 1 < IOWA DNR STORM WATER PERMIT A.1 - A.3 TITLE SHEET. I.EGENOS AND ABBREHATIO'1S DEVOuTO•. Z THIS PROJECT IS COVERED BY THE IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PLANS OF PROPOSED IMPROVEMENTS ON THE 8.1 - 8.2 TYPICAL SECTIONS. DETAILS Z < PERMIT NO. 2. THE CONTRACTOR SHALL CARRY OUT THE TERMS AND CONDITIONS OF GENERAL. T ^^ O n C.1 - 0.11 BID ITEMS. REFERENCE NOTES. NOTES. TA3,_ATIONS Z -5 PERMIT NO. 2 AND THE STORM WATER POLLUTION PREVENTION PLAN WHICH IS PART OF THESE W 0 p V 0.1 PLAN & PROFILES (MAI�vUNE) lA1 CONTRACT DOCUMENTS. REFER TO SECTION 2602 OF THE 1007 STANDARD SPEC FlCAT'CVS FOR E.1 PLAN & PROFILE (SIDE ROAD) LTI N AD0ITONAL INFORMATION.11) CITY 0� i A CITY E.1 EROSION CONTROL PLAN Q al SURVEY I IOWA DNR FLOODPLAIN CONSTRUCTION PERMIT H.1 RIGHT-OF-WAY a THIS PROJECT IS COVERED BY 111E IOW) DEPARTMENT OF NATURAL RESOURCES FLOCOPLAIN J1 - J4 TRAFFIC CCNTTAKI W I CONSTRUCTION PERMIT NO. FP-201E-218. BROS-3715(663)--8J 2 41 - L4 CEOA+ETRIC STAKING JOINTING ce MA - 14.3 STORM SEWER ' RCS CULVERT REPLACEMENT - RIPLE BOX MU-1 S3 SIDE& TABULATION I ) U.1 - U.3 WATER ' AILS 113 V.1 SITU CH PLAN J IN THE CITY OF IOWA CITY, PRENTISS STREE BRIDGE. PREMISS V.2 - V29 • N"T DETAILS STREET BRIDGE OVER RALSTON EEK rill - w.4 - SECTIONS (MAMUNE) U ^ x.I - X.3 , •`- SECTIONS(SIDE ROADS) H.) SCALES: As Noted CC 00 REFER TO THE PROPOSAL FORM FOR UST OF • - ABLE MILEAGE SUMMARY osi1 1�9+ CO SPECIFICATIONS. R-6 W • LOCATION UN. FT. MILES -. SEE SHEET C.8 FOR STANDARD ROAD PLAN TABULATION1 PRENTISS Srrcttl STA 0+00.07 TO 10+76.08 47',IL21 0.09 I UNN STREET STA 30+15.37 TO 31+31.88 1115.51 0.02 �r A WA_ 7 Sl , 'j trN e W.S- . - N '` $ a TOTAL 381.72 011 r SZ _ -- sr 0 , IOWA ail_ , .... :�s, - 11G,G±1 5' _ - - T cn ONE CALL - ) I W .r,.,ar i p_ s, E COST: DESIGN SPEED: 25 MPH l ? 1 s. N TRAFFIC CONTROL PLAN 1 (800) 292 - 8989 1 s THIS ROAD SHALL BE CLOSED TO VEHICULAR AND PEDESTRIAN TRAFFIC DURING CON rtCTON. +{ 'v, ALL TRAFFIC CONTROL DEVICES, PROCEDURES, AND LAYOUTS WITHIN THE UNITS OF S PROJECT =1 7- , 57 .. •G -. .r r 1' - - 1 1t1RIIT a rrsr n,Ay lR Di1tOMG OtQtL11T H,8�A� T' x SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR r5 AND „�µ,ln„n„u sr 1[eR wC01 w ORCT�OOOIAI flsol�a AIC ( CIT PR f1 �' � C� HIGHWAYS, (MUTCD) AS ADOPTED BY THE DEPARTMENT PER 761 OF THE IOWA INISTRATIVE a� ear �... nut I•Y,our Y t Me,0p,11t e„anr•.UOta t; CODE (LAC), CHAPTER 130.- THE CONTRACTOR SHALL. FURNISH TRAFFIC CON • INCLUDING ��o!6,,,,,,°1�k unls a*x><rAa w lo�l < 1 \ * Nn55 E "ENr BARRICADES AND SONS IN ACCORDANCE W11N TC-252 AND THE MUTCD, • TRACTOR SHALL BE ice %�,. rut fa r.c a RESPONSIBLE FOR ALL DETOUR SIGNING. CONTRACTOR SHALL FURNISH. - CT AND MAINTAIN ALL r+,r : s G AVEA. T NECESSARY TRAFFIC CONTROL DEVICES ON A 24 HOUR PER DAY. 7 • A WEEK BASIS DURING c•v_ ¢(FRtY T. :n 3 {- -Iq h � • , NUMBER FOR REPAIR OF •r- scion, =,Li 3' mown sot ` THE CONSTRUCTION PERIQO. CONTRACTOR TO PROVIDE 24 HOUR Iy27s 4 CT P y II. • 1-,_ - DEFICIENCIES .. A •a s 0 1 'ply>a�,,,,, ,,,,,{1.' LIGAIX 1 NPtllal W,A -_ I. ,AEA• 1 1 \\ '6•,,, /0 11 1• r,a:v scrn-Sohn Of MS COMPL DM ,bN4m,Pw!a` 2i _ . �, ALL SHEETS IN INDEX EXCEPT V & J SHIFTS 8 O.P. S'A'ON 66C.B7 n . \ 3 SECTION 15 E.O.P. STATION 104 76.08 f 1 NDsfr cp1v, Tut le ammo oouAorl w nWfAAm O „,.,..,. I K at p4at w Ot51W rO150NL tll►Or1r5�W AO « FHWA STRUCTURE NO. 500790 .•O`�t o tut I AMA BAT LI VD NldtSsa4 m w ow 11K f,, 6O.�.,,,.,,.�'��•' U.et to M suit arm • LOCATION MAP -I6-►9 APPROX- SCALE: s =MET L WAND DAfI IIIIIIIII ,H:::::',,l,s1:;:„.,,,E:.,14,,,,I,:1,:2-: foot Tan am �.�/�• ,,, , , PACO at I t03 ao tAm10 tef aItMWAf04wisrp///ei V SHEETS .G 1 ■/�//��A ++ "l�/�// ='- SHOP DRAWINGS WALL BE CHECKS) BY NW, P.C. 1crf 10171 knot ur aim MOM MIPERNISKe aAa,NAT to MIMIC DD MALT eu 1fDAtmrl .1 RUII 4155 PENNSYLVANIA AVE.. DUBUQUE. IA 52002 (563) 556-2464 (a+endOiiwengr.com) lo ; t�W * 5C K"� ��/m�wimisli-��r ..y _ W • lit MI ar K Tit•0r 10.4 Fa�./.G • c.-tti;lEgr,f I V =emu 3 ILA 1iU1W it,q f' .xa•:-ttttrE ` x Noll U wccr att s. ` ` '" AADT 't ,768 V.P.D. 2015 "" STRUCTURAL �,",U,u w„,"`, /A3f ON tttlll COMMIT lit W1HuTOt .,,,,,,A�� .1 SHEETS_ imam PROJECT NUMBER I STALE pig?.v.0. TYL ARISCAL S^EFT $T1J�EETS r- DESIGNED BY: TRACED BY: CITY OF IOWA CITY BRCS-3713(663)--6J-32 IOWA A, DETAILED BY: CHECKED BY: - S N �' ABBREVIATIONS LEGEND co EXISTING PROPOSED EXISTING PROPOSED I FD FLOOR DRAIN R RADIUS i7 A CENTRAL ANGLE FDN FOUNDATION R&R REMOVE & REPLACE PROPERTY/ROW LINE —--— CATCH BASIN co A/C AIR CONDITIONING(ER) F.E. FIELD ENTRANCE R&S REMOVE & SALVAGE PHIN iti ABM ARTICULATING BLOCK MAT FES FLARED END SECTION RCB REINFORCED CONCRETE BOX — — — EASEMENT —••—•• — AC ACRES F-F FACE TO FACE RCAP REINFORCED CONCRETE ARCH PIPE 0 AREA INTAKE 0 M A.F.F. ABOVE FINISHED FLOOR FFE FINISH FLOOR ELEVATION RCP REINFORCED CONCRETE PIPE SECTION LINE I AGG AGGREGATE FG FORM GRADE RD ROAD 0 STORM MANHOLE AOH ARROW ON HYDRANT FIN GR FINISHED GRADE REBAR REINFORCING BAR QUARTER SECTION LINE m ARCH ARCHITECTURAL FL FLOWLINE REF REFERENCE QS SANITARY MANHOLE m ASPH ASPHALT FLG FLANGE REINF REINFORCING/REINFORCED QUARTER QUARTER AVG AVERAGE FLR FLOOR REV REVISION SECTION LINE 0j UTIUTY MANHOLE 0 FM FORCE MAIN RIM RIM ELEVATION B-B B/C - B/C FND FOUND ROW RIGHT OF WAY - CENT ' INE - 0 WATER VALVE MANHOLE B/C, BOC BACK OF CURB FT FOOT/FEET RP RADIUS POINT B/DITCH BOTTOM OF DITCH FTG FOOTING RS RESILIENT SEAT D STORM S ER 0 FIRE HYDRANT B P BACKFLOW PREVENTOR FUT FUTURE RT RIGHT B/L BASE UNE FV FIELD VERIFY SD SUB DRAI — SD — •c,i, WATER SHUT OFF B/S BOTTOM OF SLOPE S SOUTH BLDG BUILDING G GUTTER S= SUPERELEVATION S SANITARY SEWS' S B.M. BENCH MARK GC GENERAL CONTRACTOR SAN SANITARY WATER VALVE BOP BEGINNING OF PROJECT GALV GALVANIZED SANS SANITARY SEWER FM FORCE MAIN — FM — rH 0 YARD HYDRANT 15 BOT BOTTOM GND GROUND SB SOIL BORING GV CV BSMT BASEMENT GRAN GRANULAR SCH SCHEDULE BV BUTTERFLY VALVE GRD GRADE SD SUB DRAIN W WATER LINE W pQ GAS VALVE NI GV GATE VALVE SEC SECTION G GAS LINE G C&G CURB AND GUTTER SE'LY SOUTHEASTERLY SIGN CAN CABLE TELEVISION HMA HOT MIX ASPHALT SF SQUARE FOOT OHE OVERHEAD ELECTRIC OlE CB CATCH BASIN HORIZ HORIZONTAL S.F.D. STEP FOOTING DOWN O� UTILITY POLE 'CL, C-C CENTER TO CENTER HPT HIGH POINT SHT SHEET E UNDERGROUND ELECTRIC E pp CF CUBIC FEET HSD HEADLIGHT STOPPING DISTANCE SIG. SIGNALUTILITY POLE WITH UGHT �Q, CH CHORD HYD HYDRANT SIM. SIMILAR CH BRG CHORD BEARING S'LY SOUTHERLY OHT OVERHEAD TELEPHONE G!R 0 TRAFFIC SIGNAL POLECa CIP CAST IRON PIPE D NSIDE DIA/INSIDE DIM SOG SLAB ON GRADE r UNDERGROUND TELEPHONE T O GUY ANCHOR O C-I-P CAST-IN-PLACE E NVERT ELEVATION SPEC SPECIFICATION CISP CAST IRON SOIL PIPE MP MPROVEMENTS SS STAINLESS STEEL CJ CONTROL JOINT N NCHES STD STREET CLR STOPPING SIGHT DISTANCE °Hry OVERHEAD TELEVISION # LIGHT POLE OR CL CENTERLINE NV NVERT CLEAR P RONPIPE STA STATION TV UNDERGROUND TELEVISION 0 UTILITY PEDESTAL 0 CMP CORRUGATED METAL PIPE STD STANDARD CMU CONCRETE MASONRY UNIT JB JUNCTION BOX STL STEEL — FIB - FIBER OPTIC no ® WELL CO CLEAN OUT JT JOINT/JOINT LENGTH STM STORM COL COLUMN STMS STORM SEWER — X WIRE FENCE X I()I MAILBOX COMP COMPACTED K RATE OF VERT CURVATURE SWLY SOUTHWESTERLY CONC CONCRETE SY SQUARE YARD 0 CHAINLINK FENCE 0 — CONN CONNECTION L LENGTH OF CURVE — WATER LEVEL CONST CONSTRUCTION LAT LATERAL T TANGENT LENGTH 0 - WOOD FENCE 0 00NT CONTINUOUS LF LINEAL FOOT T/B TOP OF BANK �ON BOLLARD 4 COR CORNER LONG LONGITUDINAL T/DITCH TOP OF DITCH 000 CONTOUR LINE —000— CP CONTROL POINT LP LIGHT POLE T/C, TC TOP OF CURB -Ilk SOIL BORING CPE CORRUGATED POLYETHYLENE PIPE LPT LOW POINT T/GRAV TOP OF GRAVEL I I I I CRST CRUSHED STONE LT LEFT T/M TOP OF MAT RAILROAD TR•' S POST INDICATOR VALVE CSP CORRUGATED STEEL PIPE T/WALL TOP OF WALL CTRD CENTERED MAX MAXIMUM T/P, TP TOP OF PAVEMENT DECIDUOUS TREE0 CTR CENTER ME MATCH EXISTING VS TOP OF SLOPE GUARD AIL • W/ TRUNK DIA. CULT CULTIVATED MH MANHOLE T/SUB TOP OF SUBGRADE CV CHECK VALVE MIN MINIMUM T/W, TW TOP OF WALK + 0.00 SPOT VATION + 0.00 CY CUBIC YARD MISC MISCELLANEOUS T/WM TOP OF WATER MAIN CONIFEROUS TREE MON MONUMENT T & B TOP AND BOTTOM �� DIRE ON OF FLOW __�._ IN/ TRUNK DIA. D DEGREE OF CURVE MP MILE POST T.O.B. TOP OF BEAM "" DIA (0) DIAMETER T.O.B.L. TOP OF BRICK LEDGE 1Th TREE LINE DIP DUCTILE IRON PIPE N NORTH T.O.C. TOP OF CONCRETE SHRUB OR BUSHta T.O.E.F. TOP OF EXISTING FOOTING C rhl jThui EVETMENT EXTENTS DN DOWN N/A NOT APPLICABLE c-a DRWY DRIVEWAY N 'LY NORTHEASTERLY T.O.F. TOP OF FOOTING _ DS DOWNSPOUT N'LY NORTHERLY T.O.M. TOP OF MASONRY j w DWG(S) DRAWING(S) NO/# NUMBER T.O.P. TOP OF PIER DWL(S) DOWEL(S) NIC NOT IN CONTRACT TCES TOP OF STEEL CONSTRUCTION EASEMENT EROSION STONE # D r7 .v „ NTS NOT TO SCALE "'•I E EAST NW'LY NORTHWESTERLY TEL TELEPHONE C.)"C 1 •..... E'LY EASTERLY TEMP TEMPORARY EA EACH OC ON CENTER THK THICK / THICKNESS •-•f c) CJl r��EJ EXPANSION JOINT OD OUTSIDE DIAMETER TWP TOWNSHIP SURVEY �1 _" k EL ELEVATION TYP TYPICAL SURVEY m ELEC ELECTRICAL PC POINT OF CURVE "4 ' • t ELEV ELEVATOR PERF PERFORATED U UTILITY O _ _ r EMBED EMBEDMENT PI POINT OF INTERSECTION UAC USE AS CONSTRUCTED • FOUND REBAR '�• ENGR ENGINEER P/L PROPERTY LINE UE UTILITY EASEMENT ••• 2 ENTR ENTRANCE PM PRINCIPAL MERIDIAN UL UNDERWRITERS LABORATORIES, INC. •"'`� EOP END OF PROJECT POB POINT OF BEGINNING ULFM UNDERWRITERS LABORATORIES FACTORY MUTUAL • FOUND IRON PIPE CJi a FOR END OF RADIUS POC POINT OF CURVE UNO UNLESS NOTED OTHERWISE CJ 0 E/P EDGE OF PAVEMENT POT POINT OF TANGENT 0 SET REBAR m EQ EQUAL PRC POINT OF REVERSE CURVE VAR VARIES E/S EDGE OF SHOULDER PRELIM PREUMINARY VC VERTICAL CURVE a ESMT EASEMENT PROP PROPOSED VCP VITRIFIED CLAY PIPE cn EST ESTIMATE VER VERIFY PRV PRESSURE REDUCING VALVE N EX EXISTING PT POINT OF TANGENCY VERT VERTICAL to EXC EXCAVATE/EXCAVATION PVC POLYVINYL CHLORIDE VOL VOLUME EXP EXPANSION PVMT PAVEMENT VPC VERT POINT OF CURVE rn EXT EXTERIOR WI VERT POINT OF INTERSECTION EXTD EXTEND QTY QUANTITY VPT VERT POINT OF TANGENCY o EW EACH WAY vi W WEST WITH N WLY WESTERLY Design For W/ WATER M O WITHOUT AIN TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N EXISTING W.P. WORKING POINT E PRENTISS ST OVER RALSTON CREEK WOOD el< SURFACE EL AT ROPOSED WSO WATER SHUT OFF 7PROPOSEDL WV WATER VALVE WWF WELDED WIRE FABRIC ABBREVIATIONS AND LEGEND R pp 0 N n O • YD YARD Z on on on Station:10+00 Date:. 21+20 21+60 CITY OF IOWA CITY PROFILE LEGEND a n DESIGNED BY: TRACED BY: �� 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER I STATE FED. ROAD FISCAL SHEET TOTAL DETAILED BY: CHECKED BY: "W IIW,P.C. •• www.iiwengr.com BROS-3715(663)--6J-52 DIS . NO. YEAR NO. SHEETS el: IOWA A.2 75 N NORTH co j HORIZONTAL SCALE IN FEET ^ 0 20 40 o —� I I l YL+UU I /17/// / \ , ° N• ` / O'n DRAWING MAY HAVE BEN REDUCED - -- - IR ri 21 0I1I \coII 3n + \ o r / � ._ _ \ I I o 1 —L 3� L. D PARKING METERS, /.l \ TEMPORARY CONSTRUCTION EASEMENT REMOVE AND REINSTALL / REMr 102 LF CHAINLINK FENCE \ ALL UTILITY POLES IN CONFLICT WITH THE CONSTRUCTION OR WITHIN " 31 I 0 4' FROM BACK OF PROPOSED CURB WILL BE RELOCATED BY OTHERS / �" / �I R' OVE 45 LF METAL BARRIER RAIL I \ I I i NO PARKING SIGNS, REMOVE kk � .•••1.1 �..i /Ai PROPOSED TEMP EASEMENT, SEE H.1 _ - _ - AND REINSTALLS• IT j•�•��, • - - _ _ - _ •1• �� / REMOVE PATIO - - m ► 1: r o REMOVE 24" CPEI a ►1� !t 4 I STOP SIGN, REM9E AND REINSTAL4 u • ►�Il ' r�►• AROUND PATIO REMOVE ORNAMENTAL FENCE REMOVE FIRE HYDRANT 111 3 " 4 REMOVE INTAKE o ,, NO PARKING SIGN, \ REMOVE AND REINSTALL / REMOVE INTAKE i� •.ti PEDESTAL. TO BE „[-4 ' A 140 REMOVEAT WOODEN PRIVACY FENCE STOP SIGN, REMOVE RELOCATED BY OTHERS I RELOCATE HANDHOLE ►1 REMOVE 15" RCP I AND REINSTALL I SEE SHEET D.1 I �� 1)14 I (UTILITY) I m ► REMOVE 12" CMP PEDESTAL, TO BE : ' .tilt� PARKING METER, REMOVE AND REINSTALL REMOVE INTAKE REMOVE MANHOLE RELOCATED BY OTHERS�`� REMOVE 12" RCP 1 I (UTILITY) REMOVE 18" • �I I I o a ONLY ONE METER. ONE METER TO BE DELIVERED PEDESTAL, TO BE REMOVE 18" RCP STUMP I TO CITY. REMOVE AND REINSTALL SIGN.I I I w 5 REMOVE FIRE HYDRANT RELOCATED BY OTHERS , BUILDING ,_ w- r►� AO CONNECT TO EX. 01 I (UTILITY) • ili REMOVE PCC— I I DRIVE 'kj -I _ _ _ ROW ROW_ _ ROW ♦ L - U —\ W W _ + �� • W w y — w 'Y r/r�1I , ` '+ o aid ',I4 ' w W - - !'�,�/L�, O "�\ G — OH .� F11gg FIB �18�_ w ° s• '• - .. �'•. �. _ �� L flB-.—'- `- FI •1FIB •-7 ..HOC EN 40001 Cr G " �� FIB FL. FIBan /� �.. �� . ,�.. -I p \ D ._. _ p `J 06 , .w �e 000NEOHE '' �E I� - D ` D0 _\ D \r Dr " EX. HANDHOLES TO BE NLINK FENCE nilIi D ''� D D r MOVE 16 LF OF C'AINLINK 0 0�j , PROPOSED EX. PARKING METERS, REMOVED BY OTHERS ' I _ 0 REMOVE 12" STORM SEWER, REMOVE REMOVE AND SALVAGE cEAST PRENTISS S \ S (UTILITY) o MATERIAL UNKNOWN p .QO: I +--vl-- r 00II - I_I I -4144441 ►. I I t--+---• I I mDIV 2 DIV 1 0 ' ,�-- DD • EX PARKING METER, °yFs oNE E.PRENTISS ST m REMOVE APPROX. 42' OF 15" CPE 0 IREMOVE 15" RCP REMOVE AND REINSTALL — ` 61.43' 4P W o ` LL 44: 11� vT,:.` 4�".� o . / 4 �, ,. O3, -wills MWELLOUTAC c° ► �1 0•• c I••• Illi ►�� REMOVE AND REINSTALL SIGN Q3" F••�r ♦ ��♦ _ I,••••►1 •4, 4 I. a �, • �� ' $ I - ��A�1 ��•�•�i�= REMOVE 36" RCP N ROW I �� m - L —� - - - - - - - - co RO-\- III — - - - - - - - - - I _ m ►�t•�1 •0�� °�° CO 1 0 — 03" O3" _ PROP TE'71' 01,gEMENT 1 _ PR9P1EM2�ASEM�dL-___ t I _ _o > OPPF NO PARKING SIGN,— I 3 j�j••�1 •`,��►�• I C] k.o I' EX. NO PARKING SIGNSI I►••••Q ,� 68.48' ' REMOVE AND REINSTALL REMOVE AND REINSTALL I PROTECT EX SAN MANHOLE I__' N )•• _ _ d a o DURING DEMOLITION I erm I �•••�•� ••••� PROP TEMP EA t * I I I I ' I BUILDING REMOVE PCC DRIVE, I I ►••••••j1 •j j I C?--; of I I ►•••••••d - ••••••••� :m.-.. I DO NOT REPLACE REMOVE PCC DRIVE REMOVE PCC DRIVE, ►•••� ••••• \ Ql -+ DO NOT REPLACE I III ►•••••••� ►••••• REMOVE PCtfmRVJE ,••••• STATION 10+00 REMOVE 21 LF CHAINLINK FENCE ••••• •••••. " rn is I••••••••� F••••••••••� b o , I VI I ►••••••••• �•••••••••� I REMOVE (3) 7.5' DIA x 61 LF CMP • r I I REMOVE 48 LF METAL BARRIER RAIL ••••• E•••••• AND PCC HEADWALL ON BOTH ENDS CJ _ - - - - EX. SIDEWALK TO BE •••••' ••••••• 0, I I PROTECT EX 42" SAN SEWER LINE I �� S.O. . REMOVED BY OTHERS ►.,.,_4...4 .�:VA . DURING DEMOLITION AND I _� NCl'1 (NEW DEVELOPMENT) I o I I CLEARING AND GRUBBINGIl I C..J vi N I I I I 130 I 1 EX ED E WATER II o I I I N, 1 i------=-_- a Design For a SIDEWALK DEMO ti �+�+ FULL DEPTH SAW-CUT TRIPLE 13 x8 -8" 13.5" LA SKEW RCB E PRENTISS ST OVER RALSTON CREEK M Q 7 PAVEMENT DEMO DRIVEWAY DEMO DEMOLITION Ci PLAN ------ 4,-, EXTENTS OF CLEARING AND �•••••••••••••••••••••i BY ACRE (ONE STUMP AT STA GRUBBING6 L PAID FORFOR Station:1 0+00 Date:. CONCRETE PATIO DEMO REMOVAL ARTICULATING BLOCK o �jQ�j�j��j�jSta FOR BY CLEARING AND GRUBBING UNITS) CITY OF IOWA CITY i i I ♦♦ FED. ROAD FISCAL SHEET TOTAL �_ DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE CITY OF IOWA CITY BROS-3715(663)--8J-52 DIST. NO. YEAR NO. SHEETS - DETAILED BY: CHECKED BY: "� INJ,P.C. • %Inviiwengr.com IOWA 1 A.3 75 a CV co 3:31' 31' _ VARIES I VARIES I co 14'-6' VARIES ±15.5' ±15.5' VARIES 4'-6' 6' t12' 15.5' 15.5' Ir i VARIES VARIES VARIES I� VARIES VARIES Q VARI 0 o VARIES VARIES —//} w I3 opEX. PCC WITH CURB & GUTTER PCC WALK PCC WALK EX. PCC WITH CURB & GUTTER ASSUMED 7-INCH THICKNESS ASSUMED 4-INCH THICKNESS ASSUMED 4-INCH ASSUMED 7-INCH THICKNESS THICKNESS NOTE: WIDTHS VARY AT INTERSECTIONS 45 EXISTING TYPICAL SECTION — E PRENTISS ST ° EXISTING TYPICAL SECTION — S LINN ST STA 6+00.87 TO 10+76.08 NOT TO SCALE WIDTHS VARY AT INTERSECTIONS STA 30+15.37 TO 31+31.88 NOT To SCALE w z w J z I= J SHOULDER FINISHING, 6" STANDARD CURB (TYP), SIDEWALK DROP EARTH, TYP CURB OR DRIVEWAY DROP CURB AS SHOULDER FINISHING, APPLICABLE PER PV-102 i EARTH, TYP PROFILE GRADE TOPSOIL, FURNISH AND SPREAD Q REFERENCE POINT 6" THICKNESS TYP •ROFILE GRADE 31' REFERENCE POINT 3 VARIES ± 15.5' VARIES 3 15.5' 15.5' 0.5.-1' 0 6' —— 0 cc 4'-4.5'46' 14' - 14.5' 10.5' 10' 10.5' 17.5-18' ±6' 6" TOPSOIL VARIES 12' _ _ 10.7' �� MATCH EXISTING VARIES f—SEE X SECTIONS SEE X-SECTIONS_� VA-I %�////ii ��iliii��"� �� ''• %%///� DRIVEWAY, PC 3 �, ,\ . ., ,r i C, 6 STA. 6+00.87 ..• = - •...:_,:.:.:.: STA. 6+00.67 TO 7+14 EXISTING SIDEWALK TO 7+76 I 'Agro�At PAW "•"" %_ i STA. 7+98 TO 9+19Br-1 OR SIDEWALK PCC 4" -1 JOINT MODIFIED SUBBASE, 6" ' SIDEWALK PCC 4" SUBDRAIN, PERFORATED PLASTIC PIPE, SPECIAL COMPACTION OF SPECIAL COMPACTION OF STA. 9+27 I SIDEWALK PCC 6" AT CURB STD OR SLIP FORM PCC P' T, DUAL WALL, 6" DIA, TYP, DR-303 SUBGRADE FOR REC '•IL, STD OR SLI" ORM PCC PVMT, SUBGRADE FOR REC TRAIL, 12" TO 9+57.85 RAMPS/C RNERS CLASS C, CLASS 3 DURABI ITY, 7" TYPE 12, POROUS BACKFILL SHALL 12" CLASS C, CLA S 3 DURABILITY, 7" COMPLY WITH IA DOT 4109.02, SUBDRAIN, PERFORATED PLASTIC PIPE, ;'^"' SPECIAL OMPACTION OF BT-1 OR L-1 JOINT GRADATION #29 MODIFIED SUBBA E, 6" DUAL WALL, 6" DIA, TYP, DR-303 SUBGRADE FOR REC TRAIL, 12" TYPE 12, POROUS BACKFILL SHALL SPECIAL COMPACTION MODIFIED SUBBASE, 6" 1 SPECIAL COMPAC •N OF SUBGRADE, COMPLY WITH IA DOT 4109.02, OF SUBGRADE FOR SIDEWALK I PCC 6" AT DRIVEWAYS PAID 3 12" GRADATION #29 r,,,, REC TRAIL, 12" FOR AS RIVEWAY, P.C. CONCRETE 6" SPECIAL COMPACTION OF lUBGRADE, 12" 00 EDSSUBBASE, 6", AT VARIES 6' VARIES C:7 Ica 3o DRIVEWAYS c"a G: d 7..›...._/ 4'-4.5' t6' 14.-14.5' VARI SIDEWALK PCC 4" ---{C) al a SPECIAL COMPACTION OF -‹r Fri i NOTE: WIDTHS VARY AT INTERSECTIONS rn EXISTING SIDEWALK SUBGRADE FOR REC TRAIL, 12" 6 r...1 STA. 7+14 TO 7+98 SIDEWALK PCC 6" AT DRIVEWAYS PAID .,,,,�,,, 1- STA. 7+76 TO 9+27 FOR AS DRIVEWAY, P.C. CONCRETE 6" - •• mSTA. 9+19 TO 9+57.85 MODIFIED SUBBASE, 6", AT c. 1 ® PROPOSED TYPICAL SECTION — E PRENTISS ST DRIVEWAYS ODPROPOSED TYPICAL SECTION — E PRENTISS ST `") J a STA 6+00.87 TO 9+57.85 NOT TO°C"'= SPECIAL COMPACTION OF B.' STA 10+44.93 TO 10+76.08 NOT To sc c / SUBGRADE FOR REC TRAIL, 12" m a co 0 N N al O \ VARIES, SEE L SHEETS, SIDEWALK, PCC 6 IN. ••o co RESTORE TO EX WIDTH r ._ oi %/. Design For T DRIVEWAY, P.C. TRIPLE 13'x8'-8" 13.5' LA SKEW RCB ,Nv CONCRETE, 6" SPECIAL COMPACTION OF E PRENTISS ST OVER RALSTON CREEK K., MODIFIED 3GRADE FOR REC TRAIL, 12" N NOTE: INCLUDES SIDEWALK SUBBASE, 6" MODIFIED SUBBASE, 6" AREA THROUGH DRIVEWAY SPECIAL COMPACTION OF TYPICAL SECTIONS O SUBGRADE FOR REC TRAIL, 12" Z CO PCC SIDEWALK & PATIO Station:10+00 Date:. i 0 DRIVEWAY, P.C. CONCRETE, 6" TYPICAL SECTION NOT s TYPICAL SECTION NOT TO SCALE CITY OF IOWA CITY M a PROJECT NUMBER FED. ROAD FISCAL SHEET TOTAL n I•DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491CITY OF IOWA CITY BROS-3715(663)--8J-52 STATE DIST. N0. YEAR N0. SHEETS a DETAILED BY: CHECKED BY: "W IIW,P.C. • www.cwengr.com IOWA B.1 75 N Use in non-traffic areas. a0 SHOULDER FINISHING, WALK C)Lightduty casting. Label lid with"Storm"or"Storm C.O." I EARTH STA. 30+95 TO 31+52 M 3 O2 Do not allow casting to bear on top of riser pipe;provide 2 inch co 0 ** clearance,minimum. LY VARI S 1 6 _ O3 PVC riser pipe;match diameter of subdrain(6"diameter subdrain). ro s * 6' 1,$„ 4"(min.) ccI VARIES, SEE VARIES, SEE '� o VARIES CROSS SECTIONS CROSS SECTIONS Concrete m 1' • r or ipze• •.*.I:*:op:I:1_ #4 HOOP Ii�/Mr AG:iiiir i IAN, iiiiiiAar./lili ...AFi i� SIDEWALK PCC 4" SIDEWALK PCC 6" AT CURB Casting. SIDEWALK PCC 4" 2 See Detail A leanout Cleanout g SPECIAL COMPACTION OF SPECIAL COMPACTION OF SUBGRADE FOR REC TRAIL, 12" I i_ [ 1 SUBGRADE FOR REC TRAIL, 12" STD OR SLIP FORM SHOULDER FINISHING, EARTH 3 Y,e PCC PVMT, WINN 4 °Bend = 45°Bend /I.— I' 8" CLASS C, CLASS 3 SUBDRAIN, PERFORATED - — •{ DURABILITY, 7" PLASTIC PIPE 6" DIA, TYP ,. Subdrain ` Kea 7 ' %iiA , MODIFIED SUBBASE, 6" DR-303 TYPE 12 .'_� �,a NM 15 iiI POROUS BACKFILL SHALL COMPLY WITH IA DOT END OF RUN IN-LI STA 30+37.46 TO 30+62.23, * = 13', ** = 26' SPECIAL COMPACTION OF 4109.02, GRADATION #29 DETAIL AO STA 30+62.23 TO 30+87.95, * VARIES, ** VARIES SUBGRADE, 12" SUBDRAIN RISER RI .-CONNECTIONS (Dimensions are nominal) STA 30+87.95 TO 31+31.88, * = 15.5', ** = 31' NOTE: WIDTHS VARY AT INTERSECTIONS N B.2 PROPOSED TYPICAL SECTION — S LINN ST ® SUBDRAIN RISER — STA 30+37.46 TO 31+31.88 NOT iO ar.Ia DETAIL NOT TO aura CD�� C7..< 1 Ft x� 1 c.. USED TO ELIMINATE BOXOUT FRAME TO BE NEENAH REMO SHIMS A JOINTING—CASTING MOVES R-1642—A, EJIW 2450, GROUT HOLES W/PAVEMENT & IS ISOLATED DEETER 1156, OR EQUAL. FROM MANHOLE SIDEWALL LID PROVIDED BY OTHERS. RING & COVER CAST EXISTING POLE TO EXISTING POLE TO INTEGRAL WITH PAVEMENT. BE REINSTALLED BE REINSTALLED CONCRETE VE PAVEMENTND (THICKNESS VARIES) CONCRETE ADJUSTING RINGS (MIN2", MAX12") 40" 40" — � 24" �! �%� •• • TOP OF 24" CURB — 7 SIDEWALK • a 20" r_ - J =. 20" I� SEAL WITH PREMIUM GRADE TAPER TO 2" BELOW 1' 0" BUTYL SEALANT FLEXIBLE cc BACKFILL SHALL 3" TOP ADJUSTING RING IN ROPE MATERIAL CONFORMING 3" BE MIN 2500 PSI TO ASTM PER ASTM C990-96. a.. 8" 028 DAYS, 3/4" 8" a AGGREGATE MIX RUBBER SLEEVE TYPE INTERNAL al CHIMNEY SEAL REQUIRED r+ CONCRETE n (CRETEX OR APPROVED EQUAL) ,i o, 0 N ,13 ®REINSTALLATION OF PARKING METER J MANHOLE — NO BOXOUT — PAVEMENT cn DETAIL NOT TO SCAM C 2 NOT TO aura 0 vi — La Design For rai n TRIPLE 13'x8'-8" 13.5' LA SKEW RCB E PRENTISS ST OVER RALSTON CREEK NJ r7 a TYPICAL SECTIONS & DETAILS 5 U N Station:10+00 Date:. CITY OF IOWA CITY - M a ♦♦ FED ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: "� IIW,P.C. • www.iiwengr.com IOWA B.2 75 N 1.0 ao ESTIMATED ROADWAY QUANTITIES Run Date: 9/10/2019 Item Division 1 Urban Division 2 M Project Number: BROS-3715(663)--8]-52 Number Item Code Item Unit Bridge Funds Local Total `D Item Division 1 Urban Division 2 51 2519-4200120 REMOVAL OF FENCE, CHAIN LINK LF 139.0 139.0 75 Number Item Code Item Unit Bridge Funds Local Total 52 2519-4200190 REMOVAL OF FENCE, VINYL & WOOD LF 85.0 85.0 E. 1 2101-0850001 CLEARING AND GRUBBING ACRE 0.1 0.1 - 53 2523-0000310 HANCHOLES AND ]UNCTION BOXES EACH 1 1 rn 2 2101-0850002 CLEARING AND GRUBBING UNIT 9 9 _ 54 2524-6765010 REMOVE AND REINSTALL SIGN AS PER PLAN E. ' 5 7 12 co3 2102-2710070 EXCAVATION, CLASS 10, ROADWAY AND BORROW CY 236.0 436.0 672.0 55 2526-8285000 CONSTRUCTION SURVEY 0.60 0.40 1.00 4 2104-2713020 EXCAVATION, CLASS 13, CHANNEL CY 42.0 42.0 56 2528-8445110 TRAFFIC CONTROL LS 0.60 0.40 1.00 5 2105-8425005 TOPSOIL, FURNISH AND SPREAD CY 90.0 180.0 270.0 7 57 2533-4980005 MOBILIZATION LS 0.50 0.50 1.00 6 2109-8225100 SPECIAL COMPACTION OF SUBGRADE , STA 2.20 3.30 5.50 58 2554-0112006 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 6 IN. LF 32 _ 32 7 2115-0100000 MODIFIED SUBBASE CY 308.3 246.8 555.1 59 2554-0112008 WATER MAIN, TRENCH'' DUCTILE IRON PIPE (DIP), 8 IN. LF 1 1 8 2123-7450020 SHOULDER FINISHING, EARTH STA 2.30 6.10 8.40 60 2554-0112012 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 12 IN. LF 78 78 9 2301-0685550 BRIDGE APPROACH PAVEMENT, AS PER PLAN SY 188.0 188.0 61 2554-0132012 WATER MAIN WITH CASINO PIPE, TRENCHED, DUCTILE IRON PIPE ' P), 12 LF 47 47 10 2301-1033070 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLA SS C, SY 537.4 1,141.0 1,678.4 _ IN. CLASS 3 DURABILITY, 7 IN. 62 2554-0203000 FITTINGS BY WEIGHT, DUCT E IRON LB 1,126 1,126 11 2401-6745650 REMOVAL OF EXISTING STRUCTURES LS _ 1.00 1.00 63 2554-0207006 VALVE, GATE, DIP, 6 IN. EACH 2 2 12 2402-0425031 GRANULAR BACKFILL TON 1,900.0 1,900.0 64 2554-0287012 VALVE, GATE, DIP, 12 IN. EACH 2 2 13 2402-2723000 EXCAVATION, CLASS 23 CY 2,860 2,860 65 2554-0210201 FIRE HYDRANT ASSEMBLY, WM-201 EACH 2 2 14 _2403-0100000 STRUCTURAL CONCRETE (MISCELLANEOUS) CY 185.0 185.0 66 2554-0212020 VALVE BOX EXTENSION EACH 1 2 3 15 2403-0100020 STRUCTURAL CONCRETE (RCB CULVERT) CY 353.0 353.0 67 2554-0214000 FIRE HYDRANT ADJUSTMENT EACH 1 1 16 2404-7775005 REINFORCING STEEL, EPDXY COATED LB 67,144 67,144 68 2555-0000010 DELIVER AND STOCKPILE SALVAGED MAT .IALS LS 0.25 0.75 1.00 17 2413-0698121 DECK SURFACING (CLASS 0 PCC) SY 328.0 328.0 69 2599-9999005 LEACH' ITEM) FIRE HYDRANT REMOVAL EACH 2 2 18 2414-6424119 CONCRETE BARRIER RAILING, AESTHETIC LF 99.3 99.3 70 2599-9999005 ('EACH' ITEM) INTAKE, SPECIAL EACH 2 2 19 2414-6460000 ORNAMENTAL METAL RAILING LF 99.7 99.7 71 2599-9999005 ('EACH' ITEM) REMOVE & REINSTALL PARKI ETER EACH 3 3 6 20 2418-0000010 TEMPORARY STREAM DIVERSION EACH 1 1 72 2599-9999005 ('EACH' ITEM) REMOVE AND REINSTALL HAND E EACH 1 1 21 2435-0250800 INTAKE, SW-508 EACH 1 1 73 2599-9999009 ('LINEAR FEET' ITEM) CONDUIT, 3 INCH • C LF 325.0 325.0 22 2435-0251000 INTAKE, SW-510 EACH 1 2 3 74 2599-9999009 ('LINEAR FEET' ITEM) CONDUIT, RE-ROUT LF 110.0 110.0 23 2435-0600010 MANHOLE ADJUSTMENT, MINOR EACH 1 1 2 75 2599-9999009 ('LINEAR FEET' ITEM) FENCE, ORNAMENTAL VINYL LF 65.0 65.0 24 2435-0700010 CONNECTION TO EXISTING MANHOLE EACH 1 1 76 2599-9999009 ('LINEAR FEET' ITEM) FENCE, TREATED WOOD LF 20.0 20.0 25 2435-0700020 CONNECTION TO EXISTING INTAKE EACH 2 2 77 2599-9999018 'SQUARE YARDS' ITEM) REMOVAL OF ISTING CONCR"E PATIO SY 88.1 88.1 26 2502-8212206 SUBDRAIN, PERFORATED PLASTIC PIPE, 6 IN. DIA. LF 252 621 873 78 2599-9999018 S'SQUARE YARDS' ITEM) SIDEWALK EINFORCED P.C. CRETE, 12 INCH SY 114.1 114.1 27 2502-8221006 SUBDRAIN RISER, 6 IN., AS PER PLAN EACH 2 1 3 79 2601-2634100 MULCHING ACRE 0.1 0.2 0.3 28 2502-8221303 SUBDRAIN OUTLET, DR-303 EACH 1 4 5 80 2601-2636044 SEEDING AND FERTILIZING (URB• ACRE 0.1 l 0.2 0.3 29 2503-0114215 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), LF 35.0 35.0 81 2602-0000020 SILT FENCE LF 865.0 160.0 1,025.0 20000 (CLASS III), 15 IN. 82 2602-0000071 REMOVAL OF SILT FENCE OR S FENCE FOR DITCH CHECKS LF 865.0 160.0 1,025.0 30 2503-0114218 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), LF 36.0 36.0 83 2602-0000150 STABILIZED CONSTRUCTION E RANCE, EC-303 LF 50.0 50.0 100.0 20000 (CLASS III), 18 IN. 84 2602-0000309 PERIMETER AND SLOPE SED ENT CONTROL DEVICE, 9 IN. DIA. LF 60.0 100.0 160.0 31 2503-0114224 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), LF 94.0 94.0 85 2602-0000350 REMOVAL OF PERIMETER • ' SLOPE SEDIMENT CONTROL DEVICE LF 60.0 100.0 160.0 2000D (CLASS III), 24 IN. 86 2602-0010010 MOBILIZATIONS, EROSI' CONTROL EACH 3 3 32 2503-0114230 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), LF 50.0 303.0 353.0 87 2602-0010020 MOBILIZATIONS, EME'•ENCY EROSION CONTROL EACH 1 1 20000 (CLASS III), 30 IN. 88 2610-0000120 TREES , HEART OF OLD EACH 1 1 33 2503-0114236 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), LF 48.0 48.0 89 2610-0000120 TREES , TULIP • EE EACH 1 1 20000 (CLASS III), 36 IN. 34 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. LF 189 448 637 35 2507-3250005 ENGINEERING FABRIC SY 510.0 510.0 36 2507-6800061 REVETMENT, CLASS E TON 200.0 200.0 37 2507-8029000 EROSION STONE TON 265.0 265.0 N 0 38 2507-8500040 FABRIC FORMED CONCRETE REVETMENT, ARTICULATING BLOCK MAT, 4 INCH SY 305.0 305.0 --- 1- 39 2507-8501100 CONCRETE GROUT FOR FABRIC FORMED CONCRETE REVETMENT CY 54.0 54.0 CD �, m 40 2510-6745850 REMOVAL OF PAVEMENT SY 943.2 1,143.6 2,086.8 C7 a 41 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH 2 2 4 x 42 2511-0310100 SPECIAL COMPACTION OF SUBGRADE FOR RECREATIONAL TRAIL STA 3.40 2.90 6.30 n I ""�""' C7ri e m 43 2511-6745900 REMOVAL OF SIDEWALK SY 213.8 129.1 342.9 `(n _ a 44 2511-7526004 SIDEWALK, P.C. CONCRETE, 4 IN. SY 133.8 149.8 283.6 ,,. I n n 45 2511-7526006 SIDEWALK, P.C. CONCRETE, 6 IN. SY 179.0 29.2 208.2 Er 71 " O 46 2511-7528101 DETECTABLE WARNINGS SF 36 36 72 47 2515-2475006 DRIVEWAY, P.C. CONCRETE, 6 IN. SY 272.7 169.3 442.0 > g 48 2515-6745600 REMOVAL OF PAVED DRIVEWAY SY 364.9 140.0 504.9 CJ1 N C..? 49 2518-6910000 SAFETY CLOSURE EACH 6 2 8 O 50 2519-1002042 FENCE, CHAIN LINK, 42 IN. HEIGHT LF 60.0 60.0 0 3 0 0 F W O Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK n a BID ITEMS & REFERENCE NOTES 0 U Station:10+00 Date:. z CITY OF IOWA CITY 0 n a •• FED ROAD FISCAL SHEET TOTAL ▪ DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE CITY OF IOWA CITY BROS-3715(663)--8J-52 DIST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: 11W IIW,P.C. • www.iiwergr.com IOWA ' • - • C.1 75 Tr) ESTIMATE REFERENCE INFORMATION Run Date: 9/17/2019 No ITEM NUMBER DESCRIPTION Data listed below is for informational purposes only and shall not constitute a basis for any extra work orders. 20 2418-0000010 TEMPORARY STREAK DIVERSION co No ITEM NUMBER DESCRIPTION ALL EXCAVATED MATERIAL PILES SHALL HAVE SILT FENCE INSTALLED AROUND TO PREVENT SEDIMENT FROM ENTERING INTO STREAM 1 2101-0858061 CLEARING AM)GRUBBING co QUANTITY IS BASED ON THE AREA INSIDE THE GRADING LIMITS ALONG RALSTON CREEK EXCLUDING WATER SURFACE AS SHOWN ON A.3. 21 2435-0250800 INTAKE, SW-SOB 22 2435-0251000 INTAKE, SW-510 2 2101-0850002 CLEARING ADD GRUBBING SEE SHEETS M.1 AM)M.2 FOR LOCATION AND DETAILS. CONTRACTOR TO SUPPLY CERTIFIED PLANT INSPECTION FOR CAST IN PLACE I FOR THE REMOVAL OF 18" STUMP AT STA 9+16, L AS SHOWN ON SHEET A.3 INSTALLATIONS 0 O m 3 2102-2710070 EXCAVATION, CLASS 10, ROADWAY AND BORROW 23 2435-0600010 MANHOLE ADJUSTMENT, MINOR PAVEMENT REMOVAL IS PAID FOR SEPARATELY. THE CONTRACTOR IS RESPONSIBLE FOR WASTING ANY UNSUITABLE AND/OR OTHERWISE THIS ITEM IS FOR EXISTING SAN NH AT STA. 7+81, 12' R AND EXISTING STORM MH AT STA 10+61.3, 9' R AS SHOWN ON D.1. NO UNUSABLE CUT MATERIAL. CONTRACTOR SHALL BE PAID FOR THE QUANTITY AS SHOWN IN THE CONTRACT DOCUMENTS. BOXOUT, SEE DETAIL ON SHEET B.2. EXISTING TOPSOIL WILL BE HAULED OFFSITE AM) BECOME THE PROPERTY OF THE CONTRACTOR. DIV 1: CUT - 236 CY UNADJUSTED. FILL - 156 CY WITH A 30% FILL FACTOR. DIV 2: CUT - 436 CY UNADJUSTED. FILL 28 CY WITH A 30% FILL FACTOR. 24 2435-0700010 CONNECTION TO EXISTING MAMIOLE CONNECTION TO EXISTING MAMCDLE AT STA 10+61.3, R AS SHOWN ON M.2. 4 2104-2713020 EXCAVATION, CLASS 13, CHANNEL LIMITS OF CLASS 13, CHANNEL ARE ONLY FOR THE ARTICULATING BLOCK MAT BEYOND THE LIMITS OF THE END OF THE CULVERT APRON 25 2435-0700020 CONNECTION TO EXISTING INTAKE AT INLET AND OUTLET. AREA OF ARTICULATING BLOCK MAT ADJACENT TO CULVERT APRON WALLS HAS NOT BEEN INCLUDED AS THAT CONNECTION TO EX INTAKE AT STA 6+00, L&6+02, R, AS SHOWN ON M.1. EXCAVATION IS WITHIN THE ENVELOPE OF CLASS 23 EXCAVATION FOR THE CULVERT. DEPTH ASSUMPTION IS 6 INCHES OF EXCAVATION TO CREATE THE EROSION STONE BEDDING TO PLACE THE ARTICULATING BLOCK MAT ON. SEE SHEET V.28 AND V.29 TO SEE AREAS OF 26 2502-8212206 SUBDRAIN, PERFORATED • • C PIPE, 6 IN. DIA. ARTICULATING BLOCK MAT. QUANTITY IS UNADJUSTED IN-PLACE VOLUME. SUBDRAIN SHALL BE DUAL WALL . LY. INSTALLED AT LOCATIONS AS IN)ICATED ON - TYPICAL SECTIONS ON SHEET 8.1, IN PLAN VIEW ON SHEETS M.1 AND M.2, 0 . AS LISTED IN THE TABULATION ON SHEET C.8. •OUROUS BACKFILL MATERIAL SHALL COMPLY WITH 5 2105-8425005 TOPSOIL, FURNISH AND SPREAD IOWA DOT ARTICLE 4109.02, GRAD,'ON NO. 29 IN THE AGGREGATE TABLE AND . QUALITY REQUIREMENTS OF IOWA DOT SECTION 4131 TO BE PLACED AS AUTHORIZED BY THE ENGINEER IN ALL AREAS WHERE GRASS IS TO BE THE FINAL SURFACE. BID QUANTITY BASED ON AREA SHOWN AS SEEDED ON SHEET EC.1. FURNISH / PLACE AT A DEPTH OF 6 INCHES. METHOD OF MEASURMENT WILL BE 27 2502-8221006 SLBDRAIN RISER, 6 IN., AS PER PLAN IN CY OF TOPSOIL SPREAD, AND WILL BE COMPUTED ON THE BASIS OF A UNIFORM 6 INCH FINSHED THICKNESS. LOCATIONS SHOWN ON SHEETS M.1 &M.2. DETAIL SHOWN ON SHEET 8.2. ETHOD OF MEASUREMENT: THE QUANTITY OF EACH SUBORAIN RISER SMALL BE MEASURED BY T - ENGINEER. BASIS OF PA : THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT 6 2109-8225100 SPECIAL COMPACTION OF SUBGRADE PRICE FOR EACH SUBDRAIN RISER. THIS PA NT SHALL BE FULL I NSATION FOR ALL MATERIALS, LABOR AND EQUIPMENT PROVIDE UNIFORM COMPOSITION OF AT LEAST 12 INCHES BELOW TOP OF SUBGRADE UNDER PAVING, PLUS 3 FEET ON EACH SIDE. NECESSARY TO SATISFACTORILY INSTALL THE SU•••AIN RISER IN A .RDANCE WITH THE CONTRACT DOCUMENTS. QUANTITY INCLUDES AREA OF PCC APPROACH PAVEMENT. 28 2502-8221303 SUBDRAIN OUTLET, DR-303 7 2115-0100000 MODIFIED SUBBASE LOCATIONS SHOWN ON SHEET M.1, TABULATION SHOWN . SHEE C.8. USE CMP OUTLET IN INTAKES. RODENT GUARDS ARE REQUIRED PLACE TO A DEPTH OF 6 INCHES UNDER 7" PCC, 6 INCHES UNDER 6" PCC DRIVEWAYS, 6 INCHES UNDER 6" PCC SIDEWALK AND UNDER AT OUTLET INTO INTAKES. SIDEWALK, REINFORCED P.C. CONCRETE, 12 IN. AS SHOWN IN THE TYPICAL SECTIONS. SEE V.19 FOR DEPTH UNDER APPROACH PAVEMENT. 29 2503-0114215 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED •• ■• PIPE (RCP), 28000 (CLASS III), 15 IN. SHOWN ON THE SHEETS M.1 AND M.2 TO CONNECT TO T EXIS G PIPE BACKFILL MATERIAL SHALL MEET GRADATION 32 AND SHALL 8 2123-7450020 SHOULDER FINISHING, EARTH BE INCLUDED IN THE COST OF THE PIPE INSTALLAT .N. INCL I S COST OF CONNECTING TO THE EXISTING PIPE. CONNECT TO SEE TYPICAL SECTIONS ON B.1& 8.2. FOR LOCATIONS WHERE EARTH IS PLACED DIRECTLY BEHIND THE BACK OF CURB. NO PAYMENT EXISTING CPE PER DR-122, TYPE C-4. FOR OVERHAUL WILL BE MADE. 30 2503-0114218 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE RCP), 2000D (CLASS III), 18 IN. 9 2301-0685550 BRIDGE APPROACH PAVEMENT, AS PER PLAN SHOWN ON SHEETS M.1 AND M.2. PIPE BAC LL MATERIAL SHALL MEE GRADATION 32 AND SHALL BE INCLUDED IN THE COST OF THE CONTRACTOR SHALL SUPPLY CERTIFIED PLANT INSPECTION. INTEGRAL CURB AND GUTTER TO BE INCLUDED. MODIFIED SUBBASE SHALL PIPE INSTALLATION. BE PAID SEPARATELY. SEE DETAILS AND METHOD OF MEASUREMENT AND BASIS OF PAYMENT ON SHEET V.19. 31 2503-0114224 STORM SEWER GRAVITY MAIN, TRENCHED REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 24 IN. 10 2301-1033070 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLA SS C, CLASS 3 DURABILITY, 7 IN. SHOWN ON SHEETS M.1 AND M.2. PIP- BACKFILL MATERIAL IN AREAS UNDER . VEMENT SHALL MEET GRADATION 32 AND SHALL BE CONTRACTOR SHALL SUPPLY CERTIFIED PLANT INSPECTION. INTEGRAL CURB AND GUTTER IS INCLUDED. SEE SHEET C.7 FOR INCLUDED IN THE COST OF THE PIP NSTALLATION. TABULATION. 32 2503-0114230 STORM SEWER GRAVITY MAIN, TRz • D, REINFORCED CONCRETE PIPE (RCP), .•;:• (CLASS III), 38 IN. 11 2401-6745650 REMOVAL OF EXISTING STRUCTURES SHOWN ON SHEETS M.1 AND M. PIPE BACKFILL MATERIAL IN AREAS UNDER PAVEME SHALL MEET GRADATION 32 AND SHALL BE INCLUDES REMOVAL AND PROPER DISPOSAL OF EXISTING TRIPLE CORRUGATED METAL PIPE CULVERTS, HEADWALL, AM) EXISTING BARRIER INCLUDED IN THE COST OF T PIPE INSTALLATION. CONNECTED PIPE JOINTS PER DR-1. , TYPE 1 REQUIRED ON RCP STORM SEWER RAIL. BETWEEN INTAKE 10& INT- E 11. 12 2402-0425031 GRAMJLAR BACKFILL 33 2503-0114236 STORM SEWER GRAVIT - N, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 28000 (CLASS - I), 36 IN. FOR USE AS BACKFILL BEHIND TRIPLE BOX CULVERT. TEN PERCENT ADDED TO CALCULATED QUANTITY AND ROUNDED UP. SHOWN ON SHEET .1 AND M.2. PIPE BACKFILL MATERIAL IN AREAS UNDER PAVEMENT SHALL . T GRADATION 32 AND SHALL BE INCLUDED IN THE COST OF THE PIPE INSTALLATION. 13 2402-2723000 EXCAVATION, CLASS 23 EXCAVATION, CLASS 23 INCLUDES ALL EXCAVATION NECESSARY FOR THE BOX CULVERT STRUCTURE. QUANTITY IS UNADJUSTED IN-PLACE 34 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. VOLUME. CUT IS 2860 CUBIC YARDS AND FILL IS 0 CUBIC YARDS. EXCESS MATERIAL SHALL BE HAULED OFFSITE AND BECOME THE SEE DEMO PLAN ON SHEET A.3 AND TABULATION ON SHEET C.8. PROPERTY OF THE CONTRACTOR. 35 2507-3250005 ENGINEERING 14 2403-0180000 STRUCTURAL CONCRETE (MISCELLANEOUS) FOR USE UNDER FABRIC FORMED CONCRETE REVETMENT, ARTICULATING BLOCK MAT AND REVETMENT. SEE SHEETS V.27 TO V.29. SEE TABULATION ON SHEET V.17. CONTRACTOR SHALL SUPPLY CERTIFIED PLANT INSPECTION. rn 36 2507-6800061 REVETMENT, CLASS E ci 15 2403-0100020 STRUCTURAL CONCRETE (RCB CULVERT) o SEE TABULATION ON SHEET V.17. CONTRACTOR TO PROVIDE CERTIFIED PLANT INSPECTION. 37 2507-8829000 EROSION STONE 1 O1 16 2404-7775005 REINFORCING STEEL, EPDXY COATED FOR USE UNDER FABRIC FORMED CONCRETE REVETMENT, ARTICULATING BLOCK MAT. SEE SHEETS V.28 TO V.29. O _ SEE BAR LIST ON SHEET V.17 AND V.24. INCLUDES THE REINFORCING STEEL IN THE RCB, WALLS, APRONS, PAVING NOTCHES AND IN 7j,� C:;}THE CONCRETE BARRIER RAILING, AESTETIC. 'AZ C-)-< 1 17 2413-0698121 DECK SURFACING (CLASS 0 PCC) '-"M n d 1 F CONTRACTOR TO PROVIDE CERTIFIED PLANT INSPECTION. ITEM INCLUDES THE ROADWAY, SIDEWALK, AND CURB SURFACE OVER THE RCB. SURFACING DEPTHS VARY. THE ROADWAY SURFACE DEPTH VARIES FROM 4.2" TO 9.6". THE SIDEWALK SURFACE DEPTH VARIES FROM 4.2" Design F,',r.. -• m TO 16.6". THE APPROXIMATE VOLUME OF CONCRETE IN THE SURFACING WAS ESTIMATED TO BE 90 CY. SEE FINAL SURFACE ELEVATIONS TRIPLE 1 3, , 8" 1 3.5`�>4 EW ,,R C•8 CN SHEETS L.1, V.2 AND 5.2 AND S.3. PLACEMENT AND FINISHING METHODS ARE TO BE APPROVED BY THE ENGINEER. THE PRICE BID y� SHALL INCLUDE THE COST OF THE EPDXY COATED REINFORCING STEEL AS DETAILED. E P R EN TI SS ST OVER .R ALS T.�1N CREEK -�I • 18 2414-6424119 CONCRETE BARRIER RAILING, AESTHETIC SEE TABULATION AND BAR LIST ON SHEET V.24. CONTRACTOR TO PROVIDE CERTIFIED PLANT INSPECTION. REFERENCE NOTES U 0 19 2414-6460000 ORNAMENTAL METAL RAILING Station:10+00 Date:. AS PER PLAN DETAILS AND TABULATION ON SHEET V.26. SHOP DRAWING SUBMITTAL ADD APPROVAL IS REQUIRED PRIOR TO FABRICATION. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION. CITY OF IOWA CITY ce ♦♦ FED ROAD FISCAL SHEET TOTAL N.• DESIGNED BY: TRACED BY: "� 563.556.2464 • 600.556.4491 PROJECT NUMBER STATE CITY OF IOWA CITY BROS-3715(663)--8J-52 DUST. N0. YEAR N0. SHEETS • DETAILED BY: CHECKED BY: IIW,P.C. • www.Irwengr.com OWA • C.2 75 �(7 co No ITEM NUMBER DESCRIPTION No ITEM NUMBER DESCRIPTION 38 2507-8500040 FABRIC FORMED CONCRETE REVETMENT, ARTICULATING BLOCK MAT, 4 INCH 56 2528-8445110 TRAFFIC CONTROL La SEE SHEETS V.28 THROUGH V.29 AND DEVELOPMENTAL SPECIFICATION 15008. EXACT SIZE AND LAYOUT OF ARTICULATED BLOCK MAT TO SEE TRAFFIC CONTROL INFORMATION ON SHEETS J.1 THROUGH J.4 AND TABULATIONS FOR SAFETY CLOSURES ON SHEET C.7. BE FIELD VERIFIED BASED ON LIMITS OF REMOVAL OF THE EXISTING ARTICULATED BLOCK MAT. LAYOUT OF MAT SEGMENTS AND FIELD r LAPPING PROCEDURES TO BE APPROVED BY THE ENGINEER VIA SHOP DRAWING SUBMITTAL. QUANTITY INDICATED IN THE PLANS 57 2533-4980005 MOBILIZATION INCLUDES AN ADJUSTMENT TO ACCOUNT FOR VERTICAL INCLINE OF CHANNEL BANKS. ALL MATERIALS, LABOR, AND EQUIPMENT TO - - O PROVIDE AND INSTALL EXPXY REINFORCING BAR FOR ANCHOR ALONG EDGE OF MAT WHERE PLACED ON CONCRETE APRON OR ADJACENT TO CONCRETE APRON WALL AS PER DRAWING DETAILS ON SHEET V.29 SHALL BE CONSIDERED INCIDENTAL AND INCLUDED IN THE COST OF 58 2554-0112006 WATER MAIN, TRENCHED DUCTILE IRON PIPE (DIP), 6 IN. co THIS ITEM. REMOVAL OF EXISTING ARTICULATED BLOCK MAT MATERIAL (ASSUMED TO BE APPROXIMATELY 425 SY) WHICH IS IN 59 2554-0112008 WATER MAIN, TRENCHED, • ILE IRON PIPE (DIP), 8 IN. CONFLICT WITH PROPOSED STRUCTURE, FABRIC FORMED REVETMENT INSTALLATION, OR REVETMENT, CLASS E SHALL BE CONSIDERED 60 2554-0112012 WATER MAIN, TRENCHED, • ILE IRON PIPE (DIP), 12 IN. INCIDENTAL TO THIS ITEM. REFER TO SPECIAL PROVISIS' FOR WATER DISTRIBUTION SYSTEM REQUIREMENT SEE SHEETS MWM.1 &U.1-U.3 FOR DETAILS. 39 2507-8501100 CONCRETE GROUT FOR FABRIC FORMED CONCRETE REVETMENT 61 2554-0132012 WATER MAIN WITH CASING PIPE, -EMCEED, DUCTILE IRON PIPE (DI P), 1 IN. SEE SHEETS V.28 THROUGH V.29 AND DEVELOPMENTAL SPECIFICATION 15008. GROUT IS BASED ON COVERAGE OF 75 SF OF MAT AREA USE A 16" NEW, STEEL CASING P WITH A MINIMUM WALL THICKNESS OF %.25 INCHES PER IOWA DOT SPECIFICATION 2553. REFER PER CUBIC YARD OF GROUT, PLUS AN ESTIMATED ADDITIONAL 18 CY FOR JOINTS BETWEEN EXISTING CHANNEL MAT AND ARTICULATED TO SPECIAL PROVISION FOR WATER r STRIBUTION SYSTEM REQUIREMENTS. EE SHEET MW1.1. BLOCK MAT AS SHOWN ON DRAWINGS. 62 2554-0203000 FITTINGS BY WEI(HRT, DUCTILE IRON 40 2510-6745850 REMOVAL OF PAVEMENT 63 2554-0207006 VALVE, GATE, DIP, 6 IN. INCLUDES REMOVAL OF PCC AND REMOVAL OF ANY CURB ADJACENT TO PAVEMENT. SEE SHEET A.3. TABULATION ON SHEET C.8. 64 2554-0207012 VALVE, GATE, DIP, 12 IN. 65 2554-0210201 FIRE HYDRANT ASSEMBLY, WM9-201 41 2510-6750608 REMOVAL OF INTAKES AND UTILITY ACCESSES REFER TO SPECIAL PROVISION FOR WATER DIS •IBUTION SYSTEM R RENEWS. SEE SHEETS M1.44.1 & U.1-U.3 FOR DETAILS. AS TABULATED ON SHEETS C.8 AND SHOWN ON M.1 &M.2. TABULATION ON C.6. 42 2511-0310108 SPECIAL COMPACTION OF SUBGRADE FOR RECREATIONAL TRAIL 66 2554-0212020 VALVE BOX EXTENSION PROVIDE UNIFORM CO'POSITION OF AT LEAST 12 INCHES BELOW TOP OF SUBGRADE UNDER SIDEWALK, PATIO AND 6 INCH PCC DRIVES. REFER TO SPECIAL PROVISION FOR WATER DISTRIBUT"' SYST4 REQUIREMENTS. FOR (2) VALVE BOXES AT STA 6+28, L, SHOWN ON SEE TYPICAL SECTIONS ON 8.1 AND B.2. COMPACTION OF ADDITIONAL AREA CN EITHER SIDE OF SIDEWALKS, PATIO OR DRIVES IS D.1, AND (1) VALVE BOX AT STA 10+51, L, SHOWN 0 .1. NOT REQUIRED. QUANTITY INCLUDES AREA OF SIDEWALK, REINFORCED, P.C. CONCRETE 12 IN, PATIO AND PCC DRIVES, AS INDICATED ON PLAN SHEET 8.1. 67 2554-0214000 FIRE HYDRANT ADJUSTMENT FOR THE ADJUSTMENT OF FIRE HYDRANT AT STA 6+29, L. i FER TO SPECIAL PROVISION FOR WATER DISTRIBUTION SYSTEM 43 2511-6745900 REMOVAL CF SIDEWALK REQUIREMENTS. CONFIRM REMOVAL LIMITS PRIOR TO REMOVAL OF SIDEWALK. SEE SHEET A.3 AND TABULATION ON SHEET C.7. 68 2555-0000010 DELIVER AND STOCKPILE SALVAGED MATERIALS 442511-7526004 SIDEWALK, P.C. CONCRETE, 4 IN. FOR PARKING METER AT STATION 10+47 LT. THE EXI' NG IS A •. ;LE METER ON ONE POLE. CONTRACTOR TO ONLY REINSTALL ONE LOCATIONS AS TABULATED AND NOTED ON SHEETS C.9 AND 5.3. CONTRACTOR TO SUPPLY CERTIFIED PLANT INSPECTION. METER AND THE OTHER SHALL BE DELIVERED AND ST0 PILED. A '., FOR THE REMOVAL OF EXISTING FIRE HYDRANTS AT STA 9+53 LT &10+42 LT. DELIVERY OF BOTH THE PARKING ER AND FIRE '.'ANTS SHALL BE TO THE IOWA CITY PUBLIC WORKS DEPARTMENT 45 2511-7526006 SIDEWALK, P.C. CONCRETE, 6 IN. LOCATED AT 410 EAST WASHINGTON STREET. CAL 319-356-5066 24 ,S RS PRIOR TO DELIVERY. LOCATIONS AS TABULATED AND NOTED ON SHEETS C.9 AND 5.3. CONTRACTOR TO SUPPLY CERTIFIED PLANT INSPECTION. BID QUANTITY INCLUDES PAVING PATIO. 69 2599-9999005 ('EACH' ITEM) FIRE HYDRANT REMOVAL FOR THE REMOVAL OF THE EXISTING. FIRE 0'. S AT STA 9+53,L& 1s 42 L. METHOD OF MEASUREMENT: EACH FIRE HYDRANT 46 2511-7528101 DETECTABLE WARNINGS ASSEMBLY REMOVED WILL BE COUNTED. MET ID OF MEASUREMENT: PAYME WILL BE MADE AT THE UNIT PRICE FOR EACH FIRE LOCATIONS AS SHOWN ON SHEETS 5.1 AND 5.2 AND AS TABULATED ON SHEET C.9. HYDRANT ASSEMBLY REMOVED. THE UNIT • CE INCLUDES, BUT IS NOT LIM ED TO, EXCAVATION, REMOVAL OF FIRE HYDRANT, HYDRANT VALVE, SACKFILL, CCMPACTION SURFACE RESTORATION TO MATCH SURROUNDING AREA, AND SHUTDOWN NOTICE PROVIDED 47 2515-2475896 DRIVEWAY, P.C. CONCRETE, 6 IN. TO THE CITY PER PROTOCOL. HYDRANT ,T STA 9+53, L WILL NEED TO BE PRO RLY ABANDONED AT THE WATER MAIN OR CONTRACTOR LOCATIONS AS TABULATED AND NOTED ON SHEET C.7. DRIVEWAY AREA INCLUDES AREA OF SIDEWALK RUNNING THROUGH DRIVEWAYS, PAID SHALL PROVIDE A PHASING AND TEST'' PLAN FOR THE REMOVAL OF EXISTING -0 THE INSTALLATION OF REDUCERS AND VALVES ON FOR AS DRIVEWAY, P.C. CONCRETE, 6 INCH. CONTRACTOR TO SUPPLY CERTIFIED PLANT INSPECTION. QUANTITY SHALL BE MEASURED THE DEAD-ENDS. TESTING PLAN Fe ADDING VALVES ON THE DEAD-ENDED WATER N WILL BE A FLUSH AND SAMPLE THROUGH THE BY THE ENGINEER. VALVE VIA A TEMPORARY BLOWOFF .EVICE. 48 2515-6745608 REMOVAL OF PAVED DRIVEWAY 70 2599-9999005 ('EACH' ITEM) INTAKE, 5"' L CONTRACTOR TO FIELD VERIFY DRIVEWAY THICKNESSES AND TYPE. VERIFY REMOVAL LIMITS WITH THE ENGINEER. QUANTITY SHALL BE CONTRACTOR TO PROVIDE C. IFIED PLANT INSPECTION FOR CAST IN PLACE INSTALLATIONS. SEE M.3 FOR DETAILS. METHOD OF MEASURED BY THE ENGINEER. SEE SHEET C.7 FOR TABULATION. MEASUREMENT: FOR EAC. NTAKE AS SHOWN IN THE CONTRACT DOCUMENTS. BASIS OF PAYMENT: FOR EACH INTAKE. PAYMENT IS FULL COMPENSATION FOR FURNISHING ALL MATERIALS REQUIRED, AND ALL EQUIPMENT AND LABOR NECESSARY TO CONSTRUCT THE 49 2518-6910000 SAFETY CLOSURE INTAKES ACCORDING TO THE CONTRACT DOCUMENTS, INCLUDING THE EPDXY COATED REINFORCING STEEL. SEE TRAFFIC CONTROL INFORMATION ON SHEETS J.1 THRU J.4 AND SAFETY CLOSURES TABULATION ON SHEET C.7. 71 2599-9999005 ('EACH' ITEM) REMOVE & REINSTALL PARKING METER 502519-1802042 FENCE, CHAIN LINK, 42 IN. HEIGHT SEE TABULATION ON SHEET C.7 AND INSTALLATION DETAIL ON 8.2. METHOD OF MEASUREMENT: THE QUYAUNTITY OF EACH PARKING SEE SHEET E.1 FOR FENCE LOCATION AND TABULATION ON C.9. METER REMOVED AND REINSTALLED AS MEASURED BY THE ENGINEER. BASIS OF PAYMENT: THE CONTRACTOR WILL BE PAID FOR EACH PARKING METER REMOVED AND REINSTALLED. THIS PAYMENT SHALL BE FULL COMPENSATION FOR ALL MATERIALS, INCLUDING CONCRETE 51 2519-4298120 REMOVAL OF FENCE, CHAIN LINK AND BACKFILL MATERIAL, LABOR, AND EQUIPMENT NECESSARY TO SATISFACTORILY REMOVE AND REINSTALL EACH PARKING METER. SEE SHEET A.3 DOUBLE METERS ON ONE POLE SHALL BE CONSIDERED ONE INSTALLATION. M'J cTJ a 52 2519-4200190 REMOVAL OF FENCE, VINYL &MOD SEE SHEET A.3. FOR THE REMOVAL OF ORNAMENTAL FENCE AND WOODEN PRIVACY FENCE AROUND PATIO. FENCE SHALL BECOME THE • -.C--) o; PROPERTY OF THE CONTRACTOR. NEW FENCING AROUND CONCRETE PATIO PAID FOR SEPARATELY. .- Or rn 53 2523-6888318 HANDNDLES AND JUNCTION BOXES 1 FOR NEW HANDHOLE AT 10+46.39 LT AS SHOWN ON 0.1. CONTRACTOR SHALL RELOCATE EXISTING TRAFFIC SIGNAL FIBER ON THE NORTH _fir- SIDE OF PREMISSAI STREET TO RUN THROUGH NEW HDFIDIE. SEE BID ITEM COJDUIT, RE-ROUTE. HANDHOLE SHALL BE 36" L X 24" W rn rn X 30" D PRECAST CONCRETE COMPOSITE HAIDHOLE WITH COVER. f1 0 54 2524-6765010 REMOVE AND REINSTALL SIGN AS PER PLANui _ .. SEE SHEET A.3 AND TABULATION ON SHEET C.S. PLACE SIGNS ACCORDING TO STANDARD ROAD PLANS, SI SERIES. METHOD OF GJ1 = MEASUREMENT: THE QUANTITY OF EACH SIGN AND POST ASSEMBLY REMOVED AND REPLACED, SHALL BE MEASURED BY THE ENGINEER. Design For co BASIS OF PAYMENT: THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE FOR EACH SIGN ASSEMBLY REMOVED AND REINSTALLED. TRIPLE 1 3'x8'-8" 1 3.5' LA SKEW RCB THIS PAYMENT SHALL BE FULL COMPENSATION FOR ALL MATERIALS, LABOR AND EQUIPMENT NECESSARY TO SATISFACTORILY REMOVE AND E P R EN TI S S ST OVER R ALS TO N CREEK REINSTALL SIGN ASSEMBLIES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. a j 55 2526-8285000 CONSTRUCTION SURVEY CE NOTES S - - Station:10+00 Date:. CITY OF IOWA CITY cc n DESIGNED BY: •• FED. ROAD FISCAL SHEET TOTAL TRACED BY: 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE CITY OF IOWA CITY BROS-3715(663)--BJ-52 DIS . N0. YEAR N0. SHEETS DETAILED BY: CHECKED BY: "W •NNW,P.C. • www.iiwengr.com IOWA C.3 _ 75 CO n LO CO M O No ITEM NUMBER DESCRIPTION No ITEM NUMBER DESCRIPTION 72 2599-9999005 ('EACH' ITEM) REMOVE AND REINSTALL WIWHOLE 79 2601-2634180 MULCHING REMOVE HANDHOLE AT STA 9+37, 21 LT AND REINSTALL AT STA 9+38.37 LT. SEE SHEET A.3 FOR REMOVAL AND SHEET D.1 FOR HYDRO-MULC IS RE(UIRED, 2601.03, E, 2, b. PLACE ON ALL SEEDED AREAS - SHOWN ON SHEET EC.1. RE-INSTALLATION. METHOD OF MEASUREMENT IS FOR EACH HAMDHOLE REMOVED AND REINSTALLED, PAYMENT WILL BE AT THE BID UNIT PRICE. UNIT PRICE INCLUDES, BUT IS NOT LIMITED TO, REFSWAL OF EXISTING COMPOSITE HAIDHOLE AN) REINSTALLING AT 80 2601-2636044 SEEDING AND FER LIZING (URBAN) DESIGNATED LOCATION. PAYMENT IS FULL COMPENSATION FOR FURNISHING ALL MATERIALS, EQUIPMENT A LABOR NECESSARY TO SEED ALL DISTURBE. REA WHERE TOPSOIL IS PLACED. HYDRAULIC SEEDI ONLY, 2601.03, B, 4, d ND REMOVE ANO REINSTALL HANOHOLE ACCORDING TO THE CONTRACT DOCUMENTS. 81 2602-0000020 SILT FENCE 73 2599-9999889 ('LINEAR FEET' ITEM) CONDUIT, 3 INCH PVC SEE SHEET C.9 FOR TABU ON AND SHEET EC.1 FOR ESTIMATED L• •TIO6 FOR PLACEMENT OF SILT FENCE TO ADDRESS POSSIBLE TO BE INSTALLED BETWEEN HANDHOLES BETWEEN STA. 9+38.37 LT AND 10+46.39 LT. INSTALLATION SHALL BE PER SECTION 2525. EROSION DURING CONSTRUCTI. . VERIFY SPECIFIC LOCATIONS WI THE ENGINEER PRIOR TO BEGINNING PLACEMENT. BID ITEM METHOD OF MEASUREMENT IS IN LINEAR FEET ALONG THE CENTERLINE OF EACH CONDUIT. PAYMENT WILL BE AT THE BID UNIT PRICE INCLUDES 25%MORE SILT FENC THAN SHOWN ON EC SHEET FOR • ELD ADJUSTMENTS AND REPLACEMENTS, AND AN ADDITIONAL 500 LF PER LINEAR FOOT OF CONDUIT AND INCLUDES, BUT IS NOT LIMITED TO, NEW 3" SCHEDULE 40 PLASTIC CONDUIT, BEDDING, BACKFILL, IN DIVISION 1 FOR AREA ALONG PORARY STREAM DIVERSI• SHOWN ON EW-402. TRACER WIRE, COUPLINGS, BENDS, SWEEPS, FITTINGS, AND PULL TAPE. 82 2602-0000071 REMOVAL OF SILT FENCE OR SILT FE FOR DITCH CHECKS REMOVAL OF SILT FENCE AFTER VEGETAT . OR SOIL ST,: IZATION HAS BEEN ACCOMPLISHED. 74 2599-9999009 ('LINEAR FEET' ITEM) CONDUIT, RE-ROUTE CITY OWNS A TRAFFIC SIGNAL FIBER LINE, LOCATED ON THE NORTH SIDE OF PRENTISS STREET. FIBER CURRENTLY RUNS INTO EXISTING HANDHOLE AT STA 9+37, 21 L AND IS IN CONFLICT WITH STORM SEWER. THE CONTRACTOR SHALL REMOVE AND REINSTALL 83 2602-0000150 STABILIZED CONSTRUCTION ENTRANCE, EC-30 THE HANDHOLE AS SHOWN ON D.1 (PAID FOR SEPARATELY). THIS BID ITEM IS FOR THE REROUTING OF EXISTING FIBER AMD CONDUIT FOR USE TO PREVENT TRACKING. QUANTITY AS S • ENTRANCES AT 50' EACH. INTO THE REINSTALLED HANDHOLE AND ALSO FOR ANY REROUTING OF FIBER INTO SPARE FIBER DUCT. METHOD OF MEASUREMENT IS IN 84 2602-0000309 PERIMETER AID SLOPE SEDIMENT CONTROL DEVICE, - IN. DIA. LINEAR FEET ALONG THE CENTERLINE OF CONDUIT RE-ROUTED. PAYMENT WILL BE AT THE BID UNIT PRICE PER LINEAR FOOT OF SEE SHEET EC.1 FOR ESTIMATED LOCATION$ OF PL . ENT AND SHEET C.9 FOR TABULATION. USED FOR INLET PROTECTION IN RE-ROUTED CONDUIT AND INCLUDES, BUT IS NOT LIMITED TO, NEW 2" SCHEDULE 40 PLASTIC CONDUIT, BEDDING, BACKFILL, TRACER WIRE, COUPLINGS, BENDS, SWEEPS, FITTINGS, PULL TAPE, AND THE REMOVAL, MODIFYING AND REINSTALLING OF EXISTING CONDUIT, ACCORDANCE WITH STANDARD ROAD PLAN EW-204. TH RMISSION OF ENGINEER, MAY BE USED AT OTHER LOCATIONS FOR SEDIMENT WIRE AND CABLE. BID QUANTITY IS DISTANCE BETWEEN NEW HANDHOLE AND EAST SIDE OF BOX CULVERT, INCLUDING VERTICAL CONTROL. DISTANCE. 85 2602-0000350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT ONTROL DEVI• REMOVE AFTER VEGETATION OR SOIL STABIL '•TION HAS BEE •CCOMPLISHED. 75 2599-9999009 ('LINEAR FEET' ITEM) FENCE, ORNAMENTAL VINYL ORNAMENTAL VINYL FENCE SHALL BE OF THE SANE TYPE AS WAS REMOVED ALONG THE WEST SIDE OF THE EXISTING CONCRETE PATIO AT 86 2602-0010010 MOBILIZAttONS, EROSION CONTROL STA. 10+50 LT. CONTRACTOR SHALL SUPPLY THREE SAMPLES OF FENCE TO THE CITY FOR APPROVAL PRIOR TO ORDERING. NEW FENCE MOBILIZATIONS, EROSION CONTROL WIL BE BY COUNT FOR EACH .:ILIZATION IN THE ACCEPTED ECIP AND ACCEPTABLY PERFORMED, TO BE INSTALLED ALONG THE WEST SIDE OF PATIO AFTER NEW CONCRETE IS PLACED. METHOD OF MEASUREMENT: BY LINEAL FEET OF AS WELL AS ADDITIONAL MCONTROL I.WI ORDERED OR APPROVED BY ENGINEER AND TH ACCEPTABLY PERFORMED. FENCE INSTALLED, END TO END, AS MEASURED BY THE ENGINEER. BASIS OF PAYMENT IS THE CONTRACT UNIT PRICE PER LINEAR FOOT OF FENCE INSTALLED, AND INCLUDES, BUT IS NOT LIMITED TO, FULL COPENSATION FOR MATERIAL, LABOR AND EQUIPMENT TO 67 2602-0010020 MOBILIZAttONS, EMERGENCY EROS CONTROL SATISFACTORILY PROVIDE AN) INSTALL VINYL FENCE. THIS ITEM IS INCLUDED FOR A ,..EN OCCURRENCE OF A SERIOUS AND ENT NATURE WHICH IS BEYOND NORMAL MAINTENANCE OF 76 2599-9999009 ('LINEAR FEET' ITEM) FENCE, TREATED WOOD EROSION CONTROL ITEM$. TREATED WOOD FENCE SHALL BE OF THE SAME TYPE AS WAS REMOVED ALONG THE SOUTH SIDE OF THE EXISTING CONCRETE PATIO AT 88 2610-0000120 TREES , HEART OF GOLD STA. 10+50 LT. CONTRACTOR SHALL SUPPLY THREE SAMPLES OF FENCE TO THE CITY FOR APPROVAL PRIOR TO ORDERING. NEW FENCE FURNISH AND INSTALL 1 'CIS CANADENSIS 'HEARTS OF GOLD' TREE WITH A MINIMUM SIZE OF 1.5 INCH TRUNK DIAMETER AT 6 TO BE INSTALLED ALONG THE SOUTH SIDE OF PATIO AFTER NEW CONCRETE IS PLACED. METHOD MEASUREMENT: BY LINEAL FEET OF INCHES ABOVE GRADE. S EC.1. FENCE INSTALLED, HORIZONTALLY END TO END, AS MEASURED BY THE ENGINEER. BASIS OF PAYMENT IS THE CONTRACT UNIT PRICE PER LINEAR FOOT OF FENCE INSTALLED, AND INCLUDES, BUT IS NOT LIMITED TO, FULL COPENSATION FOR MATERIAL, LABOR AND 119 2610-0008120 TREES , TULIP TR EQUIPMENT TO SATISFACTORILY PROVIDE AND INSTALL TREATED WOOD FENCE. FURNISH AND I . .LL 1 LIRIODENDRON TULIPIFERA 'TULIP TREE' WITH A MINIMUM SIZE OF 1.5 INCH TRUNK DIAMETER AT 6 INCHES 77 2599-9999018 ('SQUARE YARDS' ITEM) REMOVAL OF EXISTING CONCRETE PATIO ABOVE GRAD EE EC.1. CAREFULLY REMOVE CONCRETE PATIO SHOWN ON A.3. PROTECT NEARBY BUILDING DURING REMOVAL. METHOD OF MEASUREMENT SHALL BE BY THE SQUARE YARDS OF CONCRETE PATIO REMOVED. BASIS OF PAYMENT WILL BE AT THE BID UNIT PRICE PER SQUARE YARD OF CONCRETE PATIO REMOVED INCUDING DISPOSING OF CONCRETE PATIO OFF SITE. 78 2599-9999018 ('SQUARE YARDS' ITEM) SIDEWALK, REINFORCED P.C. CONCRETE, 12 INCH CONTRACTOR TO PROVIDE CERTIFIED PLANT INSPECTION. FOR USE TO CONSTRUCT SIDEWALK APPROACHES AT THE STRUCTURE. SEE SHEETS V.18-V.20. CONSTRUCT IN ACCORDANCE WITH SECTION 2511. METHOD OF MEASUREMENT: SQUARE YARDS AS SHOWN IN THE O CONTRACT DOCUMENTS. BASIS OF PAYMENT: PER SQUARE YARD. PAYMENT IS FULL COMPENSATION FOR FURNISHING ALL MATERIALS m REQUIRED, AND ALL EQUIPMENT AMD LABOR NECESSARY TO CONSTRUCT THE SIDEWALK ACCORDING TO THE CONTRACT DOCUMENTS, _ y INCLUDING THICKENED EDGE WHERE APPLICABLE. EPDXY COATED REINFORCING STEEL, JOINT MATERIAL AND 1 1/2" DOWELS ARE KO CONSIDERED INCIDENTAL. 6 G"1 6 _(� r AP in �rn a CJ1 0 N ti Design For Y TRIPLE 13rx8'-8" 13.5' LA SKEW RCB E PRENTISS ST OVER RALSTON CREEK n S REFERENCE NOTES U Station:10+00 Date:. CITY OF IOWA CITY n ♦♦ FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE CITY OF IOWA CITY BROS-3715(663)--8J-52 DIST. NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: "W IIW,P.C. • www.iiwengr.com IOWA • C.4 75 N 1, 1 M co Iii r` rn v, UTILITY CONTACTS 0 re MIDAMERICAN GAS MIDAMERICAN HAS LOW AND INTERMEDIATE PRESSURE IOW. OMMUNICATIONS Network (ICN) FIBER IS LOCATED T OF THE PROJECT AREA ALONG GILBERT STREET. CONTACT: CARSON HEMPHILL GAS LINES ALONG E PRENTISS STREET CROSSING THE CONT• T: DOUG EBELSHEISER NO CONFLICTS E . PHONE: 319-341-4461 BOX CULVERT, AND BETWEEN LINN STREET AND DUBUQUE PHONE: 515-725-4742 PHONE: 319-360-3956 STREET NEAR THE STORM SEWER REPLACEMENT. EMAIL: %oug.Ebelsheiser®iowa.gov EMAIL: CRHemphill®rnidamerican.com CONFLICTS EXIST. CONTACT: JOE TETEK PHONE: 319-930-6225 EMAIL: JJRetek®midamerican.com CENTURYLINK CENTURYLINK HAS FACILITIES ON THE NORTH SIDE OF PRENTISS STREET ON BOTH SIDES OF THE CREEK, BUT THEIR LINE DOES NOT CROSS THE CREEK. AUREON NETWORK 'VICES NOR NETWORK SERVICES HAS FACILITIES ON DUBUQUE STREET. CONTACT: JONATHAN SOENKSEN THERE ARE ALSO 2 LINES CROSSING PRENTISS ST. EX. PEDESTAL AT STA 7+71 IS IN CONFLICT WITH SIDEWALK CONSTRUCTION AND WILL BE MOVED BY PHONE: 15 CONTACT: 515JEF KLOC NO 4,•INFLICTS EXIST. —830-04•• PHONE: UTILITY 2' TO THE SOUTH. EX. PEDESTAL AT STA 8+68 IS IN CONFLICT WITH STORM SEWER CONSTRUCTION AND WILL BE MOVED BY UTILITY NORTH TO EMAIL: jeff®netins.com EMAIL: Jonathan.Soenksen®centurylink.com BE AT LEAST 7' OFF OF EXISTING BACK OF CURB BUT NO CLOSER THAN 2' TO EXISTING SIDEWALK. AT STA 6+18 L, COPPER CABLE IS IN CONFLICT CONTACT: TIM CARONE, TERRA TECH WITH STORM SEWER CONSTRUCTION. UTILITY WILL COORDINATE WITH CONTRACTOR DURING CONSTRUCTION TO SUPPORT AND PROTECT COPPER CABLE PHONE: 847-812-2247 DURING INSTALLATION OF 24" RCP. AT STA 10+40 L, COPPER CABLE IS IN CONFLICT WITH STORM SEWER CONSTRUCTION. UTILITY WILL COORDINATE EMAIL: TCarone®terratechLLC.net WITH CONTRACTOR DURING CONSTRUCTION TO SUPPORT AND PROTECT COPPER CABLE DURING INSTALLATION OF 15" RCP. AT APPROX. STA 7+64 AND 9+40, COPPER CABLES CROSS PRENTISS STREET. UTILITY WILL COORDINATE WITH CONTRACTOR DURING CONSTRUCTION TO PROTECT COPPER CABLE DURING STORM SEWER CONSTRUCTION AND INSTALLATION OF SUBDRAINS. UNIVERSITY OF IOWA UNIVERSITY OF IA HAS FACILITIES ON THE WEST SIDE OF DUBUQUE CONTACT: CHRIS HATLAND STREET. NO CONFLICTS EXIST. CITY OF IOWA CITY ALL CONFLICTS WITH WATER & STORM SEWER ARE ADDRESSED IN THE PLANS. THERE ARE NO CONFLICTS WITH SANITARY SEWER. CITY OWNS A PHONE: CONTACT: BRETT ZIMMERMAN TRAFFIC SIGNAL FIBER LINE, LOCATED ON THE NORTH SIDE OF EAST PRENTISS STREET. FIBER CURRENTLY RUNS INTO EXISTING HANDHOLES AT EMAIL: Chris—Hatland®uiowa.edu PHONE: 319-356-5044 STA 9+37, 21' L AND IS IN CONFLICT WITH STORM SEWER. THE CONTRACTOR SHALL INSTALL A NEW HANDHOLE AS SHOWN ON XXXXX AND PHONF: Brett—Zimmerman®iowa—city.org RELOCATE FIBER LINE THROUGH NEW HANDHOLE. FIBER CROSSES CREEK AND IS DEEPER THAN PROPOSED BOX CULVERT; HOWEVER, CONFLICT MAY OCCUR ON EAST SIDE OF BOX CULVERT WHERE FIBER RISES FROM BELOW EXISTING CULVERT. CONTRACTOR SHALL ADJUST FIBER IF NEEDED TO AVOID CONFLICT WITH EAST SIDE OF BOX CULVERT. UNIVERSITY OF IOWA ELECTRICAL OF I ELECTRICAL DISTRIBUTION DOES NOT HAVE ANY FACILITIES IOWA CITY COMMUNITY SCHOOL DIS SCHOOL DISTRICT HAS FIBER ON SOUTH SIDE OF CONTACT: JOHN WEYER I THE PROJECT AREA. NO CONFLICTS EXIST. CONTACT: JUSTIN MILLER PRENTISS ST. NO CONFLICTS ARE KNOWN. PHONE: 319-335-5294 PHONE: 319-688-1292 EMAIL: John—Weyer@uiowa.e EMAIL: miller.justin®iowacityschools.org IMON COMMUNICATIONS, LLOC UTILITY HAS FIBER ON NORTH SIDE OF PRENTISS STREET FROM DUBUQUE STREET TO EAST OF CREEK. IMON WILL CONTACT: MATT KEARNEY RELOCATE (2) HANDHOLES AT STA 9+37L THAT ARE IN CONFLICT WITH THE STORM SEWER CONSTRUCTION. CONTRACTORMCI VERIZONB .INESS (MCI) INDICATED THEY HAVE NO FACILITIES IN PHONE: 319-200-7778 SHALL CONTACT IMON (3) WEEKS PRIOR TO DEMOLITION OF EX. PIPE CULVERTS SO THAT IMON CAN PREPARE TO RELOCATE CONTACT: JANETTE HA:'IS THE CONST' CTION AREA. NO CONFLICTS EXIST. EMAIL: Matthew.Kearney®imon.net UTILITY. IMON EXPECTS TO NEED 3 WORKING DAYS AFTER DEMOLITION OF EXISTING CULVERTS TO RELOCATE UTILITY PHONE: 972-729—••50 CONTACT: RANDY SCHOON BEFORE CONSTRUCTION OF NEW BOX CULVERT CAN BEGIN. PHONE: 319-533-1176 EMAIL: Janette.L. •rris®verizon.com EMAIL: RandyS®imon.net JOHNSON COUNTY JOHNSON COUNTY HAS NO UTILITIES IN THE PROJECT AREA. N CONTACT: BILL HORNING NO CONFLICTS EXIST. o PHONE: 319-356-6080 EMAIL: BHorning®co.johnson.ia.us C � MIDAMERICAN ELEC EXISTING UTILITY POLES ON THE NORTH SIDE OF PRENTISS FROM STA 6+00 TO 8+70 L ARE IN CONFLICT WITH STORM SEWER I`—•4 '"'"' --"-• CONTACT: JASON WARREN CONSTRUCTION AND WILL BE MOVED NORTH BY UTILITY, BUT WILL BE AT LEAST 2' OFF OF THE EDGE OF THE PROPOSED C)—< 1 (`�� o PHONE: 319-341-4425 SIDEWALK. AN UTILITY POLE AT STA 10+20 L IS IN CONFLICT WITH THE NEW BOX CULVERT AND WILL BE REMOVED BY -4C) d i I a PHONE: 319-330-7301 CELL UTILITY. AN UTILITY POLE ON THE EAST SIDE OF LINN STREET AT STA 31+22 R IS IN CONFLICT WITH SIDEWALK 3 EMAIL: JLWarrenOmidamerican.com CONSTRUCTION AND WILL BE MOVED. BY UTILITY, TWO FEET FROM PROPOSED SIDEWALK AND AT LEAST 4' BEHIND THE :�rn A ce CONTACT: TREY NGUYEN PROPOSED BACK OF CURB. EXISTING UTILITY POLE AT STA 7+69 R IS IN THE CLEAR ZONE AND WILL BE MOVED BY UTILITY. m PHONE: 319-341-4471 THE EXISTING POLE AT STA 9+16 R IS CURRENTLY 4' BEHIND THE CURB AND MEETS CLEAR ZONE REQUIREMENTS. HOWEVER, CD— — a EMAIL: TQNguyen®midamericon.com IT IS A TEMPORARY POLE AND WILL EVENTUALLY BE MOVED BY UTILITY. MIDAMERICAN WILL INSTALL A POLE ON THE .. ,a NORTHEAST CORNER OF PRENTISS AND LINN WHICH WILL PROVIDE STREET LIGHTING. THEY WILL WORK WITH THE CITY TO CA DETERMINE POLE LOCATION. .C" N N o WINDSTREAM COMMUNICATIONS WINDSTREAM HAS FACILITIES ON THE NORTH SIDE OF PRENTISS STREET, FROM DUBUQUE STREET TO EAST CONTACT: STEPHEN KNESS OF THE CREEK. CONFLICTS EXIST WITH STORM SEWER CONSTRUCTION. WINDSTREAM WILL RELOCATE ANY `O PHONE: 319-790-7678 LINES WITHIN 6' FROM THE BACK OF EXISTING CURB FROM DUBUQUE STREET TO LINN STREET. EX. m PHONE: 319-538-1985 CELL HANDHOLE AT STA 8+62 WILL BE MOVED, BY UTILITY, NORTH TO BE AT LEAST 7' OFF OF EXISTING BACK 3 EMAIL: Stephen.Kness®Windstream.com OF CURB. WINDSTREAM WILL COORDINATE WITH CONTRACTOR DURING CONSTRUCTION TO RELOCATE FACILITIES CROSSING RALSTON CREEK. CONTRACTOR SHALL CONTACT WINDSTREAM (3) WEEKS PRIOR TO w DEMOLITION OF EX. PIPE CULVERTS SO THAT WINDSTREAM CAN PREPARE TO RELOCATE UTILITY. = WINDSTREAM EXPECTS TO NEED 3 WORKING DAYS AFTER DEMOLITION OF EXISTING CULVERT TO RELOCATE Design For N UTILITY BEFORE CONSTRUCTION OF NEW BOX CULVERT CAN BEGIN. g 1 TRIPLE 13'x8'-8" 13.5' LA SKEW RCB " E PRENTISS ST OVER RALSTON CREEK n a 7 MEDIACOM IOWA CITY MEDIACOM HAS UNDERGROUND AND AERIAL FACILITIES IN THE CONTACT: DARWIN DRISCOLL AREA. CONFLICTS EXIST. UTILITY NOTES 0 PHONE: 319-351-0408 EXT. 3702 m 845-204-5742 CELL z EMAIL: DDriscoll®mediacomcc.com StOtlOn:)�+�� Date:. CITY OF IOWA CITY 0 n a n DESIGNED BY: TRACED BY: •� 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE FED. ROAD FISCAL SHEET TOTAL CITY OF IOWA CITY BROS-3715(663)--BJ-52 DIST. NO. YEAR NO. .SHEETS Li: DETAILED BY: CHECKED BY: IIW,P.C. • www.iiwengr.com IOWA . • C.5 75 N 105-4 1) GENERAL NOTES: 10-18-11 I STANDARD ROAD PLANS NO EXTRA PAYMENT IS ALLOWED FOR COLD WEATHER PROTECTION DURING CONSTRUCTION. The following Standard Road Plans apply to construction work on this project. `o WORKING DAYS WILL BE CHARGED OVER THE WINTER. n Number I Date I Title ^� THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING. DR-121 10-17-17 Connected Pipe Joints I DR-122 10-18-16 Construction of Type "C" Concrete Adaptors for Pipe Culvert Connections o DR-303 10-17-17 Subdrains (Longitudinal) ce EC-201 10-15-19 Silt Fence CO EC-204 04-18-17 Perimeter and Slope Sediment Control Devices EC-303 04-16-19 Stabilized Construction Entrance EW-402 04-18-17 Temporary Stream Diversion MI-102 10-20-15 Chain Link Fence Con ruction MI-210 10-20-15 PCC Driveways and All. s MI-220 10-20-15 Detectable Warnings an. Pedestrian Ramp PV-101 04-16-19 Joints PV-102 10-18-16 PCC Curb Details SI-101 04-19-16 Locations - Type 'A' Signs SI-131 10-18-16 Installation - Type 'A' Si. SW-101 04-17-18 Trench Bedding and Backfill •. es SW-102 04-16-19 Rigid Gravity Pipe Trench Bed.'ng SW-104 04-17-18 Pressure Pipe Trench Bedding SW-211 04-17-18 Storm Sewer Pipe Connections SW-508 04-17-18 Single Open-Throat Intake, Large ••x SW-510 04-17-18 Double Open-Throat Curb Intake, La •e Box SW-603 10-16-18 Castings for Grate Intakes TC-1 10-15-19 Work Not Affecting Traffic (Two-Lane r Multi-Lane) TC-202 04-21-15 Work Within 15 ft of Traveled Way TC-252 04-19-16 Routes Closed to Traffic TC-601 10-15-19 Pedestrian Detour WM-102 10-18-16 Tracer System WM-201 04-18-17 Fire Hydrant Assembly 232-10 04-18-17 EMERALD ASH BORER Any living, dead, cut or fallen material of the ash (Fraxinus spp.) including trees, nursery stock, logs, firewood, stumps, •.ts, branches, and composted or uncomposted ash chips can be f -ely moved within the yellow areas of the most recent Federal . arantine 8 Authorized Transit. WATER MAIN VALVES, HYDRANTS&FITTINGS TABULATION https: www.aphis.usda.gov/plant health/plant pest info/emerald NAME STA OFFSET GATE VALVE 6" GATE VALVE 12" FIRE HYDRANT FITTING WEIGHT ash b/d. nloads/eab quarantine map.pdf. SLEEVE 1 9+43.83 -32.85 6" 28 Obtain app •.riate Compliance Agreements from USDA APHIS PPO prior REDUCER 1 9+45.99 -32.84 12"X6" 58 to moving an of the above listed ash articles to areas outside the yellow z. on the map. GATE VALVE 1 9+47.75 -32.83 1 For questions, c..cerns, and general assistance, contact: TEE 2 9+50.31 -51.28 12"X6" 110 GATE VALVE 3 9+50.34 -54.09 1 USDA APHIS PPO, Iowa office, 515-414-3295 REDUCER 3 9+50.36 -55.98 12"X6" 58 Or SLEEVE 2 9+50.40 -58.56 6" 28 Iowa Department of Agriculture 8 Land Stewardship TEE 1 9+50.09 -32.82 12" 160 515-725-1470 HYDRANT 2 9+55.65 -51.22 1 Entomoloev0lowaAer.iculture.aov BEND 1 9+55.65 -51.22 6" 32 k GATE VALVE 2 9+51.72 -51.26 1 0 m a BEND 2 9+62.97 -32.75 12",45d 86 N > BEND 3 9+71.54 -32.7 12",45d 86 0 m BEND 4 9+82.44 -32.64 12",11.25d 67 C '-s a BENDS 10+31.98 -22.9 12",45d 86 CD o BEND 6 10+43.74 -9.04 12",45d 86 D-"-t .....e. TEE 3 10+45.43 -8.67 12"X6" 110 -'� I r- al m REDUCER 2 10+46.83 -8.38 12"X8" 57 F-.. N BEND9 10+47.77 -8.18 8",11.25d 42 `{f�l �' HYDRANT 1 10+41.72 -19.67 1 CD -' ro m, BEND 8 10+46.15 -12.11 6",45d 32 y o GATE VALVE 5 10+45.73 -10.09 1 ✓ CPI W 2 2 2 1126 r- N Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK n a R . 0 GENERAL NOTES Sc TABULATIONS .- Station:10+00 Date:. Z CITY OF IOWA CITY 0 n c ♦♦ FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIS . NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: "W INV,P.C. • www.iiwengr.com IOWA . • C.6 75 N lee-24 04-21-15 co PCC PAVEMENT rM Co CD ro o O� i © © L- © m © ---) Ii 0 0 Channelized Intersection I 1 p) 0 Widen Existing Roadway © I 0k I Typical Intersection QDoes not nclude raised island area or curb Refer to tabulation 112. Q4 for quan ities. Q Channelized Intersection 0 Refer to PV- 10, PV-411, PV-412, and PV-,,4. Reconstructed Roadway Ramp or Loop Taper Q Quantity Sncl .es Pavement Header. Location Mainline Area{;) OO Total Area By Special Modified Granular Road Identification Direction Station to Station S Width Length Area (ID0 0 0 0 0 0 C) PavementBackfill Subbase Subbase •emarks of FT FT SY SY SY SY SY SY SY SY SY 6 IN I 7 IN TONS CY SY E PRENTISS ST E-W 6+00.87 9+29.25 31.0 328.4 1252.5 1141.0 227.5 Division 2 E PRENTISS ST E-W 9+29.25 9+57.85 31.0 28.6 111.6 98.0 18.5 Division 1 E PRENTISS ST E-W 104-44.93 10+76.08 VARIES 31.1 93.7 15.6 Division 1 S LIM1 ST N-S 30+37.46 31+31.88 VARIES 94.4 345.7 66.8 Division 1 102-3 108-13A 10-16-18 98-01-08 ACCESS POINTS AND SAFETY RAMPS SAFETY CLOS► ' ES Re•-r to Section 2518 of the Standa . Specifications Refer to Cross-Sections Closure Type Length of Unclassified Pipe calculated is based on using Corrugated Metal Pipe. Stati. Road Dtv. I Hazard Otv. Remarks Q Refer to MI-210 . 2.00 2 FOR E •T/WEST CONSTUCTION ©Refer to EW-501. ' 50.00 1 FOR EAS CONSTRUCITON 0 Refer to EW-501 or EW-502. • 31.00 1 FOR EAST • •TRUCTION *Predetermined for access point not constructed with this protect. •1+76.00 1 FOR EAST C• •TRUCTION Location Type Length of Opening 0 Q Driveway Surface 30+92.00 1 FOR EAST • .'RUCTION O O Q Q Pipe Culvert 31+62.00 1 FOR EAST CONST• TION Area MDDIFIED A, B, C, IX" 3" W PR SR Aprons SUBBASE Remarks 6+00.00 1 FOR WEST CONSTRl1CTI0NCD Station Side Safety Ramp, Case Dropped Dropped O O Size Pipe Lt. Rt. WA PCC n�--� <_.t._.3 or Predetermined* Curb Curb Length �, .... 1 or 2 LF LF FT FT FT FT IN LF LF LF No. SY SY CY C7 Q� ......e 7+86.00 R Predetermined 2 31.1 24.3 66.7 9.400 6" THICKNESS, DIV 2 _. p 8+12.00 L Predetermined 2 28.0 19.9 38.8 5.000 6" THICKNESS, DIV 2 �-i n m 10+50.00 R Predetermined 2 61.4 46.0 316.2 35.100 5" THICKNESS, DIV 1 -..< Fri rn m. ..... >- CD a_ , a 110-5 110-08 PARKING METER TABULATION oo 10-20-15 04-17-18 SOIL INSTALLATION PCC INSTALLATION .L-. "V SIDEWALK REMOVAL REMOVAL OF CONCRETE DRIVES STA7+39,R 1 REMOVE AND REINSTALL a, * Not a bid item * Not a Bid Item STA 8+66,R 1 REMOVE AND REINSTALL location Area Saw Cut* STA 9/09,R 1 REMOVE AND REINSTALL Begin End Area Saw Cut* Remarks STA 10+47,1 1 REMOVE AND REINSTALL mNJ Remarks Station ISide SY LF Station Station SY LF 7+86.00 R 53.0 0.0 THICKNESS UNKNOMN, DIV 2 STA31+11,R 1 REMOVE AND REINSTALL 6+02.00 7+75.70 85.5 18.0 LEFT, DIV 2 8+26.00 R 49.1 0.0 THICKNESS UNKNOWN, DIV 2 STA 31+33,R 1 REMOVE AND REINSTALL O 6+18.50 6+18.50 4.8 6.0 RIGHT, DIV 2 9+46.00 R 48.7 0.0 THICKNESS UNKNOMI, DIV 1 vi 7+14.40 7+97.70 38.8 30.0 RIGHT, DIV 2 8+12.00 L 37.9 22.0 THICKNESS UM(NOMN, DIV 2 w 9+19.00 9+36.00 7.2 4.0 RIGHT, DIV 1 10+45.00 R 316.2 116.0 THICKNESS UNKNOW4, DIV 1 N 9+56.00 9+75.00 9.7 0.0 RIGHT, DIV 1 Design For 9+90.00 10+60.40 101.8 11.0 LEFT, DIV 1 ASSUMED THICKNESS 6-INCHES TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N 30+14.50 31+30.90 95.1 12.8 LEFT, DIV 1 NJE PRENTISS ST OVER R ALS TON CREEK < ASSUMED THICKNESS 4-INCHES s TABULATIONS U Station:10+00 Date:. Z CITY OF IOWA CITY .- -, n DESIGNED BY: TRACED BY: �� S63.556.2464 • 800.556.4491 PROJECT NUMBER STATE FED. ROAD FISCAL SHEET TOTAL i IIW,P.C. • www.iwen.4491 CITY OF IOWA CITY BROS-3715(663)--BJ-52 IOWA DIS . NO. YEAR NO. SHEETS L DETAILED BY: CHECKED BY: "� 9 C.7 75 N 0 1 104-5C 10-17-17 m I LIST OF SUBDRAIN WORK `; Possible Standards: DR-121, DR-281, DR-203, DR-301, DR-302, DR-303, DR-305 and DR-306. Possible Detail: 500-10. to 'D " Not a bid item R Location Pipe Aprons Outlets n Connected Pipe Trench Granular Porous Class "A" N Type Joints. Material Crushed oConcrete, C.M.P., Dia. Length DR-201 DR-203 500-10 DR-305 DR-306 Drain Backfill• " Remarks ct No. Station to Station Installation or Plastic Stye DR-121 Blanket • DR-301, DR-302, DR-303 IN LF No. No. No. Type 1 No. No. Type 1 No. LF CY _ CY CY 6+28, L 7+46. L DR-303, Type 12 Plastic 6.0 120 8.9 (2) CMP OUTLETS INTO INTAKES, DR-303, DIV 2 6+28, R 7+45, R DR-303, Type 12 Plastic 6.0 120 8.9 CMP OUTLET INTO INTAKE, DR-383, OUTLET INTO SUBDRAIN RISE• DIV 2 7+53, L 9+32, L DR-303, Type 12 Plastic 6.0 181 13.4 (1 CMP OUTLET INTO INTAKE, DR-303, DIV 2 7+52, R 9+31, L DR-303, Type 12 Plastic 6.0 200 14.8 TEE TO SUBDRAIN BEFORE OUTLET INTO INTAKE, DIV 2 31+31, R 30+19, L DR-303, Type 12 Plastic 6.0 145 10.7 (1) • • OUTLET INTO INTAKE, DR-303, OUTLET INTO SUBDRAI •ISER, DIV 1 31+31, L 30+29, L DR-303, Type 12 Plastic 6.0 107 7.9 TEE IN 0 SUBDRAIN BEFORE OUTLET INTO INTAKE, OUTLET IN + SUBDRAI RISER, DIV 1 190-62 110-1 10-15-13 04-16-13 EXISTING SIGNS TO BE REMOVED REMOVAL 0 PAVEMENT TYPE 'A' TYPE 'B' REMOVE &REINSTALL SUPPORT * Refer to Tabu tion 102-5 CONCRETE STRUCTURE Not a Bid Item SIGN SIGN EXISTING$I6N5 FOUNDATION & APPLICABLE SIGN NUMBER OR LOCATION DIRECTION ASSEMBLY ASSEMBLY DESCRIPTION STATION OF TRAVEL TYPE 'A' TYPE 'B' FOUNDATION SIGNING REMARKS Begin End Pavement Area Saw t* O O O as NOTES Side Remarks RF as Station Station Type EACH EACH EACH EACH EACH EACH SY LF STOP 6+23.5 WEST 1 SO TUBE STEEL POST, DIV 2 6+00.87 9+29.25 PCC 1143.6 54.. ASSUMED THICKNESS 7-INCHES, DIV 2 NO PARKING 6+25.3 EAST 1 SO TUBE STEEL POST, DIV 2 9+29.25 10+76.08 PCC 534.8 63 % ASSUMED THICKNESS 7-INCHES, DIV 1 NO PARKING 6+73.0 EAST 1 SO TUBE STEEL POST, DIV 2 NO PARKING 7+16.8 EAST 1 SO TUBE STEEL POST, DIV 2 30+15.37 31+31.88 PCC 408.4 .0 ASSUMED THICKNESS 7-INCHES, DIV 1 NO PARKING 7+67.8 EAST 1 SQ TUBE STEEL POST, DIV 2 NO PARKING 9+28.0 EAST 1 SO TUBE STEEL POST, DIV 2 NO PARKING 10+10.9 EAST 1 SQ TUBE STEEL POST, DIV 1 NO PARKING 8+79.4 WEST 1 SO TUBE STEEL POST. DIV 2 119-15 NO PARKING TIMES 10+48.4 NORTH 1 SO TUBE STEEL POST, DIV 1 04-16-13 STOP 30+37.4 SOUTH 1 SQ TUBE STEEL POST, DIV 1 REMOVAL OF INTAKES AND UT LITY ACCES ES NO PARKING 30+85.8 SOUTH 1 SQ TUBE STEEL POST, DIV 1 NO PARKING 30+90.5 NORTH 1 SQ TUBE STEEL POST, DIV 1 No. Location/Description Type Remarks 1 STA 6+26, L Intakes EX. STORM SEWER INTA , DIV 2 2 STA 7+46, L Intakes EX. STORM SEWER MANHO E, DIV 2 , 3 STA 9+59, L Intake EX. STORM SEWER INTAK DIV 1 4 STA 10+00, L Inta s EX. STORM SEWER INTAKE, DIV 1 110-14 04-16-13 SANITARY OR STORM SEWER ABANDONMENT OR REMOVAL " Not a bid item N Length of Pipe Fill Material' '^" Abandonment, Plug Only Sanitary or 136 inch > 36 inch Location/Description or Abandonment, Plug and Fill Plowable Mortar or CLSM Remarks .e,:n m m Storm Sewer diameter diameter or Removal "L'"'r„ CD a >—.—{LF LF CY a EX. 15" RCP FROM INTAKE 1 TO INTAKE 10 Storm Sewer Removal 37 DIV 2 (")—< 1 3 EX. 15" RCP FROM INTAKE 2 TO INTAKE 10 Storm Sewer Removal 51 DIV 2 (71 a a EX. 12" FROM INTAKE 10 TO EX. MN, MATERIAL UNKNOWN Storm SewerRemoval 119 DIV 2 o EX. 18" RCP FROM EX. PH TO EX. PIPE CULVERTS Storm Sewer Removal 241 DIV 2 mril EX. 12" RCP FROM EX. INTAKE AT PREMISS/LINV Storm Sewer Removal 32 DIV 1, LENGTH ESTIMATED = .._...,, & EX. 24" CPE FROM EX INTAKE AT PRENTISS/LINN TO CULVERT Storm Sewer Removal 32 DIV 1 CDy`'�✓"'� esi EX. 12" CMP, E OF CREEK, N OF PRENTISS Storm Sewer Removal 21 DIV 1 s O1 EX. 15" CPE N SIDE OF PRENTISS, E OF CREEK Storm Sewer Removal 42 DIV 1 "' —.:. N EX. 36" RCP FROM EX MH, S SIDE OF PRENTISS, E OF CREEK Storm Sewer Removal 62 DIV 1 CJ1 a, 3 ui o w w Design For N Y TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK In a R • • 7 TABULATIONS s U Station:10+00 Date:. Z CITY OF IOWA CITY 0 a i ♦♦ FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 •♦ 800.556.4491 PROJECT NUMBER STATE CITY OF IOWA CITY BROS-3715(663)--8J-52 DIS . NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: "W IIW,P.C. ♦ www.iiwengr.com IOWA C.8 75 N 113-1 04-16-19 1 SIDEWALKS See MI-220 and S Sheets ��-Fuck of Curb Foae of Sidewalk 1 0 (c=Jl 4" PCC 6" PCC 8" PCC 10" PCC Detectable Intersection/Road Quadrant/Side Length B S Sidewalk Sidewalk Sidewalk Sidewalk Warnings Re -rks FT FT % SY SY SY SY SF C) DUBUQUE/PRENTISS, 6+03 TO 6+19 NE 15.64 6 12.0 12 DIV 2 ..m DUBUQUE & PRENTISS, 6+17 NE 14 6 10.8 12 DIV 2 = DUBUQUE & PRENTI55, 6+16 NE 4.6 VARIES 2.8 DIV 2 N SIDE OF PRENTISS, 6+13 TO 7+70 NE 156.7 14.2 6 0.015 104.4 DIV 2 a,,,, c--)^t (Jl DUBUQUE & PRENTISS, 6+19 SE 7.53 6 6.4 12 DIV 2 -4(c)-" nio Fin S SIDE OF PRENTISS, 7+14 TO 7+73 59.5 16.5 6 39.9 DIV 2 '�f'TT 7+94 TO 7+98 4 16.5 6 2.7 DIV 2 CD 9+19 TO 9+42 25.6 VARIES 17.0 DIV 1 PRENTISS & LINN, 9+27 TO 9+42 NW 15.1 6 9.9 DIV 1 y' C.71 PRENTISS & LINN, 9+42 TO 9+60 NW 18 6 14.0 12 DIV 1 ,T- RAMP AT 9+45, L NW 14.1 6 11.2 12 DIV 1 RAMP AT 9+45, R 13.75 6 10.1 12 DIV 1 S SIDE OF PRENTISS, 9+48 TO 9+67 18.8 VARIES 6 12.5 S SIDE OF PRENTISS, ALONG CREEK 65.5 6 0.015 43.7 DIV 1 W SIDE OF LINN, 30+35 TO 31+31 96 VARIES 6 64.0 DIV 1 E SIDE OF LINN, 30+94 TO 31+57 65.3 VARIES 6 42.9 DIV 1 PATIO 60.6 VARIES VARIES 87.5 DIV 1 100-7 10-16-12 FENCING * Bid Item Refer to MI-101, MI-102, MI-103, MI-104, 510-3, and 510-5 Location Chain Link Deer Field From To Channel Crossing Side Fence Gate Fence Brace Gate Fence Brace Gate Remarks Station Offset Station Offset Length* No.* Length* Panels* No.* Length* Panels* No.* Length* Type Type Type Type Type LF EACH LF EACH EACH LF EACH _ EACH LF 30+94.95 24.0 31+31.00 35.2 RT 40.0 42 IN. RCM BARRIER RAILING TO CHANLINK FENCE, DIV 1 10+28.8 29.0 10+38.7 44.1 LT 20.0 42 IN. FROM CULVERT PARAPET TO CORNER OF PCC PATIO 0 100-19 100-17 o 04-19-16 04-20-10 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE TABULATION OF SILT FENCES m Refer to EC-201 Possible Standards: EC-204 Location a Location Len h of Installation Length Remarks N Begin Station End Station Side LF N Begin Station End Station Side 9 inch Dia 12 inch Dia 20 inch Dia Remarks B 6+59.00 RT 22.0 ROADWAY, DIV 2 N LF LF LF 6+61.00 LT 17.0 ROADWAY, DIV 2 m b 6+01.00 LT 20.0 Roadway 7+17.00 RT 22.0 ROADWAY, DIV 2 c' 6+01.00 RT 20.0 Roadway 7+20.00 LT 18.0 ROADWAY, DIV 2 6+26.00 LT 20.0 Roadway 7+72.80 RT 22.0 ROADWAY, DIV 2 O1 7+47.00 RT 20.0 Roadway 7+73.00 Llt 8.0 ROADWAY, BEHIND WALK 0 7+49.00 LT 20.0 Roadway 7+80.00 LT 18.0 ROADWAY, DIV 2 F 9+34.00 LT 20.0 Culvert 9+68.00 RT 17.0 CULVERT, DIV 1 W 9+98.00 RT 20.0 Culvert 9+68.00 RT 21.0 CULVERT, DIV 1 2 9+73.00 RT 21.0 CULVERT, DIV 1 Design For U 10+00.00 LT 2e.0 Culvert 9+80.00 RT 17.0 CULVERT, DIV 1 TRIPLE 13'x8'-8" 13.5* LA SKEW RCB N 9+90.00 RT 17.0RT . CULVERT, DIIVV 1 E PRENTISS ST OVER RALSTON CREEK < 10+06.00 RT 18.0 CULVERT, DIV 1 R 10+16.00 RT 30.0 CULVERT, DIV 1 s 10+04.00 10+16.00 LT 60.0 CULVERT, DIV 1 TABULATIONS i 10+20.00 LT 21.0 CULVERT, DIV 1 N 10+22.00 10+33.00 LT 52.0 CULVERT, DIV 1 z UNDISTRIBUTED 500.0 ALONG TEMP STREAM StOtIOn:1O+OO Date:. DIVERSION PER EW-402 CITY OF IOWA CITY o n i ♦♦ FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: _ TRACED BY: 563.556.2464 ♦ 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIS . NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: 11W 9 , a IIW,P.C. • www.iiwen r com IOWA C.9 75 N 110-12L 110-12L `I 04-16-19 04-16-19 co POLLUTION PREVENTION PLAN POLLUTION PREVENTION PLAN I This project is regulated by the requirements of the Iowa Department of Natural Resources (DNR) National Pollutant Discharge Elimination F. Runoff from this work will flow into Ralston Creek to the Iowa River. 'i System (NPDES) General Permit No. 2 OR an Iowa Department of Natural Resources (DNR) National Pollutant Discharge Elimination System co (NPDES) individual storm water permit. The Contractor shall carry out the terms and conditions of this permit and the Pollution III. CONTROLS Prevention Plan (PPP), A. The Contractor's ECIP specified in Article 2682.03 of the Standard Specifications for accomplishment of storm water controls should clearly describe the intended sequence of major activities, and for each activity define the control measure and the timing during rn This Base PPP includes information on Roles and Responsibilities, Project Site Description. Controls, Maintenance Procedures. Inspection the construction process that the measure will be implemented. cnI Requirements, Non-Storm Water Controls, Potential Sources of Off Right-of-Way Pollution, and Definitions. This plan references other B. Preserve vegetation in areas not needed for construction. 0 documents rather than repeating the information contained in the documents. A copy of this Base Pollution Prevention Plan, amended as C. Sections 2601 and 2602 of the Standard Specifications define requirements to implement erosion and sediment control measures. co cc needed per plan revisions or by contract modification, will be readily available for review. Actual quantities used and installed locations may vary from the Base PPP and amendment of the plan will be documented via fieldbook entries or by contract modification. Additional erosion and sediment control items may be required as determined by the All contractors shall conduct their operations in a manner that controls pollutants, minimizes erosion, and prevents sediments from inspector and/or contractor during storm water monitoring inspections. If the work involved is not applicable to any contract entering waters of the state and leaving the highway right-of-way. The prime contractor shall be responsible for compliance and items, the work will be paid for according to Article 1109.03 paragraph B of the Standard Specifications. implementation of the PPP for their entire contract. This responsibility shall be further shared with subcontractors whose work is a 1. EROSION AND SEDIMENT CONTROLS source of potential pollution as defined in this PPP. a. Stabilization Practices 1) Site plans will ensure that existing vegetation or natural buffers are preserved where attainable and disturbed portions of the site will be stabilized. I. ROLES AND RESPONSIBILITES 2) Initialize stabilization of disturbed areas immediately after clearing, grading, excavating, or other earth disturbing A. Designer: activities have: 1. Prepares Base PPP included in the project plan. a) Permanently ceased on any portion of the site, or 2. Prepares Notice of Intent (NDI) submitted to Iowa DNR. b) Temporarily ceased on any portion of the site a will not resume for a period exceeding 14 endar days. 3. Is signature authority on the Base PPP. 3) Staged permanent and/or temporary stabilizing seedin• and mulching shall be completed as the di turbed areas are r...1 B. Contractor: completed. Incomplete areas shall be stabilized actor. g to paragraph III, C. 1, a, 2, b a.. e. CO 1. Signs a co-permittee certification statement adhering to the requirements of the SPIES permit and this PPP. All co-permittees 4) Permanent and Temporary Stabilization practices to be u--• for this project are located in e Estimated Project are legally required under the Clean Water Act and the Iowa Administrative Code to ensure compliance with the terms and Wantities (100-0A, 100-1A, or 180-1C) and Estimate Refe nce Info motion (100-4A) lot at in the C sheets. Typical - -'r . conditions of this PPP. drawings detailing construction of the practices to be use on this project are referen d in the Standard Road - -("-) '7,.. 2. Designates a Water Pollution Control Manager (WPCM), who has the duties and responsibilities as defined in Section 2602 of the Plans Tabulation (105-4) in the C sheets. ` Standard Specifications. 5) Preservation of existing vegetation within right-of-way or e. ements will act as vege .tive buffer strips. �`,""".4, •n„• .. 3. Submits an Erosion Control Implementation Plan (ECIP) and ECIP updates according to Section 2602 of the Standard Specifications. 6) Preservation of topsoil: Bid items to be used for this prole,- are located in the E--'mated Project Quantities (100-0A, i.)-< I 100-1A, or 100-1C) and Estimate Reference Information (100-4A) ocated in the C she s. Additional information may be Cj 1 i 4. Installs and maintains appropriate controls. This work may be subcontracted. found in Tabulations in the C or T sheets or is referenced in S- tion 2105 of Stan and Specifications. --IC-) ��f 5. Supervises and implements good housekeeping practices. b. Structural Practices ---r- ._'r i • i 6. Conducts joint required inspections of the site with inspection staff. When Contractor is not mobilized on site, 1) Structural practices will be implemented to divert flows from exp. ed soils and •-taro or otherwise limit runoff and the " '(T) Contractor may delegate this responsibility to a trained or certified subcontractor. Contracting Authority also may waive discharge of pollutants fro exposed areas of the site. Additional , structura practices may include: silt basins that :,..t.:`ro ioint inspection requirement during winter shutdown. In both circumstances, WPCM (or trained or certified delegate from provide 3600 cubic feet of storage per acre drained or equivalent se.'ment con ols, outlet structures that withdraw water k ' # -- the Contractor) is still responsible to review and sign inspection reports. from surface when discharging basins, and controls to direct storm wa -r to v- etated areas. •• 7. Complies with training and certification requirements of Section 2602 of the Standard Specifications. 2) Structural practices to be used for this project are located in the Es.'mated roject Quantities (100-0A, 100-1A, or 'v., Cn C. Subcontractors: 100-1C) and Estimate Reference Information (100-4A) located in the C sh.-ts, .s well as all other item specific �- 1. Sign a co-permittee certification statement adhering to the requirements of the NPDES permit and this PPP if responsible for Tabulations. Typical drawings detailing construction of the devices to ed on this project can be found in the B sediment or erosion controls or involved in land disturbing activities. All co-permittees are legally required under the Clean sheets or are referenced in the Standard Road Plans Tabulation (105-4) lo•: ed in the C sheets. Water Act and the Iowa Administrative Code to ensure compliance with the terms and conditions of this PPP. c. Storm Water Management 2. Implement good housekeeping practices. 1) Measures shall be installed during the construction process to control po l.tants in storm water discharges that will O. RCE/Project Engineer: occur after construction operations have been completed. This may inclu e v. ocity dissipation devices at discharge 1. Is Project Storm Water Manager. locations and along length of outfall channel as necessary to provide a on-e •sion velocity flow from structure to water 2. Takes actions necessary to ensure compliance with storm water requirements including, where appropriate, issuine stop work course. If included with this project, these items are located in the stimat.. Project Quantities (100-0A, 100-1A, or orders, and directing additional inspections at construction project sites that are experiencing problems with achieving permit 100-1C) and Estimate Reference Information (100-4A) located in the C - Bets, as ell as all other item specific compliance. Tabulations. Typical drawings detailing construction of the practice to be use, on this project are referenced in the 3. Orders the taking of measures to cease, correct, prevent, or minimize the consequences of non-compliance with the storm water Standard Road Plans Tabulation (105-4) in the C sheets. The instal .tion of they, devices may be subject to Section 404 requirements of the Applicable Permit. of the Clean Water Act. 4. Supervises all work necessary to meet storm water requirements at the Project, including work performed by contractors and 2. OTHER CONTROLS subcontractors. a. Contractor disposal of unused construction materials and constructi• material wastes s .11 comply with applicable state and 5. Requires employees, contractors, and subcontractors to take appropriate responsive action to comply with storm water local waste disposal, sanitary sewer, or septic system regulations In the event of a c. flict with other governmental requirements, including requiring any such person to cease or correct a violation of storm water requirements, and to order or laws, rules and regulations, the more restrictive applicable laws rules or regulations s .11 apply. recommend such other actions as necessary to meet storm water requirements. 1) Vehicle Entrances and Exits - Construct and maintain entrance and exits to prevent tra. ine of sediments onto roadways. 6. Is familiar with the Project PPP and storm water site map. 2) Material Delivery, Storage and Use - Implement practices to revent discharge of constru tion materials during delivery, 7. Is the point of contact for the Project for regulatory officials, Inspector, contractors, and subcontractors regarding storm storage, and use. water requirements. 3) Stockpile Management - Install controls to reduce or elim' ate pollution of storm water f stockpiles of soil and 8. Is signature authority on Notice of Discontinuation. paving. E. Inspector: 4) Waste Disposal - Do not discharge any materials, includ' g building materials, into waters • the state. except as 1. Updates PPP whenever there is a change in design, construction, operation, or maintenance which has a significant effect on the authorized by a Section 404 permit. discharge of pollutants from the project. 5) Spill Prevention and Control - Implement chemical spi and leak prevention and response proc_•ures to contain and 2. Maintains an up-to-date record that identifies contractors and subcontractors as co-permittees. clean-up spills and prevent material discharges to - storm drain system and waters of the st. e. 3. Makes these plans available to the DNR upon their request. 6) Concrete Residuals and Washout Wastes - Waste shal not be discharged to a surface water and is .t allowed to adversely 4. Conducts joint required inspections of the site with the contractor/subcontractor. affect a water of the state. Designate temporary oncrete washout facilities for rinsing out concrete trucks. 5. Completes an inspection report after each inspection. Provide directions to truck drivers where design ed washout facilities are located. Designated washout areas should be 6. Is signature authority on storm water inspection reports. located at least 50 feet away from storm drains, streams or other water bodies. Care should be taken to ensure these facilities do not overflow during storm events. II. PROJECT SITE DESCRIPTION 7) Concrete Grooving/Grinding Slurry - Do not discharge slurry to a waterbody or storm drain. Slurry may be applied on A. This Pollution Prevention Plan (PPP) is for the construction of a triple reinforced concrete box culvert, storm sewer and street foreslopes or removed from the project. C. reconstruction. 8) Vehicle and Equipment Storage and Maintenance Areas - Perform on site fueling and maintenance in accordance with all mB. This PPP covers approximately 1.1 acres with an estimated 1.1 acres being disturbed. The environment laws such as proper storage of onsite fuels and proper disposal of used engine oil or other fluids on site. portion of the PPP covered by this contract has 1.1 acres disturbed. Employ washing practices that prevent contamination of surface and ground water from wash water. Wash waters must be C. The PPP is located in an area of 2 soil associations Otley-Ladoga and Fayette. The estimated weighted average runoff coefficient treated in a sediment basin or alternative control that provides equivalent or better treatment prior to discharge. ce number for this PPP after completion will be 0.69. 9) Litter Management - Ensure employees properly dispose of litter. Minimize exposure of trash if exposure to precipitation m D. Storm Water Site Mao - Multiple sources of information comprise the base storm water site map including: or storm water would result in a discharge of pollutants. m 1. Drainage Patterns - Plan and Profile sheets and Situation plans. 10) Dewatering - Properly treat water to remove suspended sediment before it re-enters a waterbody or discharges off-site. a 2. Proposed Slopes -Cross Sections. Measures are also to be taken to prevent scour erosion at dewatering discharge point. NN 3. Areas of Soil Disturbance-Construction limits shown on Plan and Profile sheets. 3. APPROVED STATE OR LOCAL PLANS N 4. Location of Structural Controls - Tabulations in C sheets. During the course of this construction, it is possible that situations will arise where unknown materials will be encountered. 5. Locations of Non-structural Controls - Tabulations in C sheets. �iWhen such situations are encountered, they will be handled according to all federal, state, and local regulations in effect at 6. Locations of Stabilization Practices -Generally within construction limits shown on EC.1 sheet. the time. 0 7. Surface Waters (including wetlands) - Project Location Map and Plan and Profile sheets. 8. Locations where Storm Water is Discharged -Plan and Profile sheets. N. MAINTENANCE PROCEDURES a E. The base storm water site nap is amended by contract modifications and progress payments (fieldbook entries) of completed erosion The Contractor is required to maintain all temporary erosion and sediment control measures in proper working order, including m control work. Also, due to project phasing, erosion and sediment controls shown on project plans may not be installed until cleaning, repairing, or replacing them throughout the contract period. This shall begin when the features have lost 50%of their needed, based on site conditions. For example, silt fence ditch checks will typically not be installed until the ditch has been capacity. 3 installed. Installed locations may also be modified from tabulation locations by field staff. Installed locations will be vi documented by fieldbook entries. V. INSPECTION REQUIREMENTS w m Design For Y TRIPLE 13rx8'-8" 13.5" LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK n • • 5 POLLUTION PREVENTION PLAN U Station:10+00 Date:. Z CITY OF IOWA CITY ce KI TRACED BY: ♦♦ 563.556.2464 • 600.556.4491 PROJECT NUMBER FED ROAD FISCAL SHEET TOTAL n DESIGNED BY: CITY OF IOWA CITY BROS 3715(663)--BJ-52 STATE DIST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: "W IIW,P.C. • wviw.iiwengr.com IOWA . C.1 D 75 N I co e%) 110-12L 04-16-19 POLLUTION PREVENTION PLAN A. Inspections shall be made jointly by the Contractor and the Contracting Authority at least once every seven calendar days. Storm owater monitoring inspections will include: cc 1. Date of the inspection. m 2. Summary of the scope of the inspection. 3. Name and qualifications of the personnel making the inspection. 5. Review of erosion and sediment control measures within disturbed areas for the effectiveness in preventing impacts to receiving waters. 6. Major observations related to the implementation of the PPP. 7. Identification of corrective actions required to maintain or modify erosion and sediment control measures. B. Include storm water monitoring inspection reports in the Amended PPP. Incorporate any additional erosion and sediment control measures determined as a result of the inspection. Immediately begin corrective actions on all deficiencies found within 3 calendar days of the inspection and complete within 7 calendar days following the inspection. If it is determined that making the corrections less than 72 hours after the inspection is impracticable, it should be documented why it is impracticable and indicate an estimated date by which the corrections will be made. VI. NON-STORM WATER DISCHARGES This includes subsurface drains (i.e. longitudinal and standard subdrains) and slope drains. The velocity of the discharge from these features may be controlled by the use of headwalls or blocks, Class A stone, erosion stone or other appropriate materials. This also includes uncontaminated groundwater from dewatering operations, which will be controlled as discussed in Section III of the PPP. VII. POTENTIAL SOURCES OF OFF RIGHT-OF-WAY (ROW) POLLUTION Silts, sediment, and other forms of pollution may be transported onto highway right-of-way (ROW) as a result of a storm event. Potential sources of pollution located outside highway ROW are beyond the control of this PPP. Pollution within highway ROW will be conveyed and controlled per this PPP. VIII. DEFINITIONS O A. Base PPP - Initial Pollution Prevention Plan. B. Amended PPP - May include Plan Revisions or Contract Modifications for new items, storm water monitoring inspection reports, and fieldbook entries made by the inspector. r C) j C. IDR - Inspector's Daily Report - this contains the inspector's daily diary and bid item postings. r7_( .cam D. Controls - Methods, practices, or measures to minimize or prevent erosion, control sedimentation, control storm water, or minimize C)"‹ 1 ..,r contaminants from other types of waste or materials. Also called Best Management Practices (BMPs). _ E. Signature Authority - Representative authorized to sign various storm water documents. —(C') CERTIFICATION STATEMENT -73 T"�rE I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance �,,! with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry -' of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information i} C,j1 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 violat4ji�ongs.�� • Signature Melissa A. Clow, EI, LEED AP, City of Iowa City Signature �� Geoff T. Blandin, P.E. IIW, P.C. m m m rc 8 1•I 0, O N M N (011 O Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB E PRENTISS ST OVER RALSTON CREEK • POLLUTION PREVENTION PLAN CONTINUED Station:10+00 Date:. CITY OF IOWA CITY 0 DESIGNED BY: TRACED BY: �� 56J.556.2464 • 800.556.449t PROJECT NUMBER STATE FED ROAD FICAL SHEET TOTAL CITY OF IOWA CITY BROS-3715063)--BJ-52 DIST. NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: "W 11W,P.C. • www.uwengr.com IOWA . • C.11 75 "' CLEAR ZONE IS 17.5' FROM CENTERLINE. IF 17.5' IS NOT FEASIBLE, SEE EC SHEETS FOR EROSION CONTROL t j I //� _ / THAN FIXED OBJECTS MUST BE A MINIMUM OF 4' FROM BACK OF SEE G SHEETS FOR ALIGNMENT INFORMATION / 1 / / ' /- . " - - - ntllllIIIIIlllllw,. co CURB. BREAKAWAY OBJECTS MUST BE A MINIMUM OF 1.5' FROM SEE H SHEETS FOR RIGHT OF WAY AND EASEMENT INFORMATION A_ - ,n�;�,;; / a PROPERTY NORTH 1 BACK OF CURB. SEE L SHEETS FOR GEOMETRIC AND STAKING INFORMATION J a • / lI �� LINE �i I SEE M SHEETS FOR STORM SEWER AND SUBDRAIN INFORMATION r I :' �nl_/// HOORIZONTAL 20CALE IN FEET0io SEE MWM SHEETS FOR WATER MAIN INFORMATIONgP• PROPOSED 3-3" per•°o•'go°o �: END OF CONC1 ISEE S SHEETS FOR SIDEWALK DETAILS P�hCONDUITS I 31 0 Po° /�� APRON SEE V SHEETS FOR CULVERT INFORMATION AND REINFORCED PAVEMENT SIDEWALK DETAILS J SEE SHEET V.2 v t, °oo ° ;• DRAWNG MAY HAVE BEEN REDUCED n / -- l,;;�,. °`' .� SIDEWALK, PCC, 6 IN.I �G/ STA 30+37.46 ff.��1:7o'I•gyo°•• (PATIO) o 1 G ., 7 \ y ' PCC APPROAC ( • I j� f a;'•'agag;! I END OF CULVERT m 1 (2) VALVE BOX ,1+ PAVEMENT nN / °I r I EXTENSIONS , I / 1� I ' 'II " / 4i GRADING LIMITS u •'<� •'i,. /I ! T .' .�•' ��Ag;dr' BARREL PARAPET WALL y INiii. F / " `' 'ei / STA 10+46.39, 26.09' L l ARE HYDRANT \ w r 4.'•, PROPOSED HANDHOLE I �� I ///l/lll/111 11 1 1 I I ' w •,0 *`'.L1ADJUSTMENT SS / PROP TEMP EASEMENT \� Q ° o°I( o \ 1 / //////' ' ' STA 8+12 L I J \/ l 1 °a•°l STA 10+44.93 I J REMOVE PCC DRIVEWAY •r ND PCC i l I PROPOSED EX. SIDEWALK y BUILDING w 0 BUILDING 1 L I SIDEWALK / 1 1 /j// I. REPLACE W/ 6" PCC UAC �o ' I I ; Uj �1; �i ' 1,� I z APPROACH PAVEMENT 24" -CP -1.-- J �\� - fili -- -J1 N, + � ' ova c: 11 / I 1� o, /• i'%'/ / ? - PROPOSED WATER MAIN �,,1 ( • Y C ,/ /////7/// / / I1 � y- all . -�5---• - / / R 4 W _ \ it STA 9+38.37, 27.38' L_-� �1 f�1 !s' - ` �/ ROW f. �A I®►`_�::.� ��+��'.�' .Z ��a ' •ZE �� RELOCATED HANDHOLE MA: C �� -.. 15" RCP/ - _ ��► 'i�i.��-�w _ ■ -•G-- -�I� - .•—;!'ram •� \ - .\ I \ I'_. ��` 4001 a," G I I " 1 1 ,I _...........----=-""FIB „EL_ :2, .• A, ' • iv _.- /4E Oq -�-- ` _ .1��► I 3 R P _ - �. •N� \ 1" RCP _ _ ..,.,,. 30' RCP_ Emm �� ,�� , _�? p . 01I •\ J ��; M ■�M� � `o �i /� � o J<\ INTERSECTION..�'�+! \ M r �I W STA 6+00.87 I b s 6, o IllW n/ S PROPOSED STA 9+72.5 p Ij 1 N 608841.62 / 1 1 1 1 I ' 1 1 1 I ��'\ J a j o T� EAST PRENTISS ST \ o = STA 30+00.00 o E 2177881.21 / , 1 I 1 I I I I 1S I . 9 o , 1_c�+_ 1 —f- ,. j �•. �� _ ' v 36" RC" -START OAF PROJECT - •- Q-1 7 lI I I I I I I n� /I1...,, i O0 I E. PREN 111SS ST STA 9+57.85�h� N ry065 �II' s — ,^ ct I 'o o e r s . BEGIN PCC I ��SL' i. PROPOSED STORM �� / ° / ° i / -- APPROACH PAVEMENT �, �� - SEWER ;— �h TA 0 gp �\ h I l I b ' I 4 \ I gfirigt 1 _ J f� pp��!7� �, STA + TRIPLE / / •1 \ 103., I 03 \ I °- 6' �j'. �� 11IY1ll{ � ' 13'x8' RCB _ _ .�. ( �� y ��,�Ill fl 01 � tL /6 ROW - - �' ,mac- .■3 :tr. _ �r�� Y o ar oc � _ __ __ W1 / ND OFCULVERT STA 10+76.08, 0.00' � � � Ni-- --,.� :� �� /7/� / BARREL/PARAPET END PAVING, MATCH EX B \ ' A�� •�� I I GRADING / PROP TEMP EASEMENT 1 MEI \ f1 'il0 WALL I I n v /� \ N 1 UMITS /I MAINTAIN w1A �' EX. SIDEWALK 1 / TAPER WALL HEIGHT p .CGS ADJUSTMENT, MINOR, \ \ - \ 1 III( l /,, FRONT ACCESS I BUILDING SIDEWALK TO MATCH EX SLOPE ,I Rai rip_ PRi' TEMP EASEMENT NO MANHOLE OUT, USTMENAIL ON B L_ I ) \ ) PROP TEMP EASEMENT / / I BY OTHERS �_ D. 4 l SHEa --soUAC 1 TO BUILDING. YI I / 1 -ii I 1 / , / _ SEE SHEET J.1 1 ,� 80' r DRI .WAY, P.C./ / MANHOLE ADJUSTMENT MINOR FOR (COORDINATE N "\ ,7r�I 'd I� / \ WITH NEW N v �.1_ r,� alr CONC'ETE, 6 IN. II LEGENDY%..� .� I I / / NO BOXOUT, SEE DETAIL ON B ADDITIONAL DEVELOPMENT I.��►L� ,� ;,�„�■X_;�� I / SHEETS-I I — \ m I INFORMATION. ) 1 PR I TECT II �,i Al:_v Ain ..: I SEl / I P\ ❑ I IS D B CULVEP �0 1 1 I I rYV D I \S \ I ■ EX 42 RCP I it �'t.It I',l)`-''��'1 END OF CONC I / r -�— 11 STA 7+86 R I '�LO'■i �� u..■■� � P 1D5ED BOX CULVLOOR II J I '- / -REMOVE PCC DRIVEWAY r- 1 SAN gWER -- I M�4A'�_ an, APR.', 1 o > i(/ 7/�j / / - // / / r 1 1 /l / REPLACE W/ 6" PCC I LINE _ ^ 7 ' EX TO OF BANK m >�• I ` I 4_, ( 2 J / O / /% , 1 ` l \\ S f N I I w � 1� o P 6ffiED 4 RTICU BLOCK %I I IIII IIIIi I IX EpGE WATER I °® M OYER F JEERII .J, BRIC CURVE LEN: 25.00' �I�� o� > K = 1.80 .�I PROPOSED RTMENT, CLASS E WI STA: 6+31.49 ' WI EL: 676.33 CURVE LEN: 116.00' '•�, a K = 8.21 m 0o WI STA: 7+71 STA: 6+00.87 OD,o MI WI EL: 654.28 o EL: 677.3 m N. +n m ::: J - START OF PROJECT 0 - U w , M cu VE LEN: 135.00' �� >m > + ICI U VPI EL 650.50 co a 675 n M U cst.. STOPPING SIGHT DISTANCE = 210' n cNi " rn to w _. - - o DESIGN SPEED = 30 MPH > o 670 0 n TZO � EX GRADE AT PROP t >> +tO •o '? O 665- + M - �__. .ww -_.. r rn� anq + 0 ROP GRADE AT PROP q 6- D+i in rn La E ar mm Nd O 655 — .._._ _i-..-z nziw... - .. �� - _...... _ a 1.679 - ^._ JRR X ° - - - C - - X a 18" RCP — ii = 8" PVC Pipe UAC i w o 1 645 - --g } > X. 8" PVC Pipe UAC EX. 42" RCP, UAC ____ _ N 0e z w EX. 2x3 BRICK OVAL SANITARY SEWER®/-SAN SEWER UAC PROTECT DURING DEMOLITION 2 J n 640 < w cam$et - AND CONSTRUCTION ao 7 ex c w0aO 03 - 635 .- U n o0� MM �M Ma in 10� Q0� n� N� N. Yp�j coD, co.Lo ,M n,: OM ••M Mp nn <ta OD ap N ,0 n N. N. • f0 M ,A co• to M N N N • ,o n IN nn nco NI, o� oM 7, M03 N'n LL•I� tf1M MN MN MN �^ ,n� N^ oU'7� �� u�^ M o Dn CO on on oo �o co co co co �n ,on ,our oo �o oN o u� ,n o o ro co 0D CO CO o CO CO o CO 4D CO o o too 0 o coo co o CO,o 0 CO ce 5+50 6+00 6+50 7+00 7+50 8+00 8+50 c 9+00 9+50 10+00 10+50 11+00 M a �_ DESIGNED BY: TRACED BY: •e 563.556.2464 • 800.556.4491 I PROJECT NUMBER I FED ROAD FISCALI SHEET TOTAL DETAILED BY: CHECKED BY: I "W IIW,P.C. • www.iwengr.com CITY OF IOWA CITY BROS-3715(663)--8J-52 STATE DIST. N0. YEAR NO. SHEETS a IOWA D.1 75 N to MAINLINE CURVE DATA Z co L=20.14' MAINLINE CURVE DATA O I • L=20.14' 7 I T=10.08' T=10.08' co R=200.00' R=200.00' 2 co I 5'46'12" DOC=1741,3'48"_ '=5'46'12" HORIZONTAL SCALE IN FEET n ,OC=174.13'48" PO N3' 24' 013' 0 20 40 I N3' 24' 56"E No 20.13' 20.13' �� rr I - DRAWING MAY HAVE BEEN REDUCED 03 PC STA=30+65.07 N 608911.1335 E 2178253.4200 I PC STA=30+89.92 N 608935.9105 E 2178255.1362 IPI STA=30+75.14 N 608921.2122 E 2178253.5134 j PT STA=30+85.21 N 608931.2304 E 2178254.6195 PI STA=30+99.99 N 608945.9288 E 2178256.2423 I „ / l 1 r PT STA=31+10.06 NI 608956.0075 E 2178256.3356 I I I / ' — I m )� l I ' 9 O� ❑ �� t-• I\ I I „�° rtil I PROP I GRADING —PROPOSED❑ I ® TEMP LIMITS SIDEWALK I EXISTING SIDEWALKPROP TEMP EASEMENT I J .• ,t010 EASEMENT GRADING O II- rn I I \I BUILDING I, BUILDING_�a - - LIMITS T� 1 •• \ I ! _ -3 1 II r— - STA 30+15.37 - C/D / _IaD I i wilifs .:---- - —i. -�_�,.- _ - A ] - - - • - _ / \ - gpyL=_ ___IL __BEGIN S LINN STA`Iti- \\-,� IN INTERSECTION �j ,n 3"�\ _ �_ ) STA 30+00.0e ` cc,N��1 _ + � o�I 1 _ _ CLEAR ZONE S 17.5' FROM CENTERLINE. IF 17.5' IS NOT FEASIBLE, _ _ __ = STA 9+72.51-- , i ' — *-1 1 / THAN FIXED OBJECTS MUST BE A MINIMUM OF 4' FROM BACK OF -_- �-- -� _ �� -. r- r7 I � N --•.STA 31t31.88, 0.00' R S� / CURB. B' AK AWAY OBJECTS MUST BE A MINIMUM OF 1.5' FROM ,ill S, ,II40 i,,..,- :`I� _.. BACK OF URB. .�, E,' - - - m .itt.. I MATCH _ -_ lE � '.• -_-= . I m- 9NDIPA x— 4--} -`� -_�_- n��j'n•.t.>i w-- _ _ m -C] I '� E Vic` E PAVING, M r�► 1'41 � � SI-LINN ST m PROPOSED S E• SHEETS FOR EROSION CONTROL ___- �I S:l:� / �I�*WI Eis__I SIDE®ALK _ SE - SHEETS FOR � igri \\ ' I la�l� �I' /< '� ti F. �' w - orre SE' SHEETS FOR RIGHT MOF WAY ANDEASEMENT INFORMATION ��rc iii•,f�� \� - 101H00 --STA 30+37 46 = _ - - �_ `� •- ^ �r\�\� 1 sass "CC PAVEMENT APPROACH ? !� ','', •,.� c•1 'S E L •HEETS FOR GEOMETRIC AND STAKING INFORMATION _ _ _ _ �WJ�`�'e•�L✓�S, k\=��% /I $=a� i't2' sw,.4�� - - - - �� OHE= �o o•'-�` uC ^E'X.,. SIIDEWALK SEE M EETS FOR STORM SEWER AND SUBDRAIN INFORMATION _!yQ- = 317i3 — °3,d _ .. Iyf -\ o...o°0000 ;� \\ - W --}-- r \. _14 - - - - \ �� '1 �.,•.� Ju> 0 /D0 000 _..� \Rq \_�\ \ I - -I SEE MWM HEETS FOR WATER MAIN INFORMATION \ °o� F3" -. CRffkON \ WALL AND INSTALL "CONNECT TOAINUNK CEX. FENCE AT CULVERT SEE S SHE S FOR SIDEWALK DETAILS - yQ N I Y 1 5 RCP $; 1 1 `-:. .o-o oP�n' \ \� \\�\\ N I PROP\EMqE ENT �'�`" ' 'a$:... '�� \ �\ \��\M \ I 36" RCP - �� '> vv� ��v w�A I ICONC PATIO 1�\\�� \ 1 ��i I - �i� PROP TEMP EASEMENT�I II\ ...\�\ _I LEGEND \ • I I BUILDING I i "� , - �\��\��\ ` ��\ \ ,�., \\ \\ \ PROPOSED BOX CULVERT TOP I I LL \ \\\ \ •\ \\ ' \ / I o/ f CULVERT WALL TOFENCE AROUND PATIO \\\��\i�[[ \ 1\)\� // / p n PROPOSED BOX CULVERT FLOOR �� - -" X \ \J�'�\ � �� -_ 6 - - -0 I f I �// ✓� � k CO `.o ° PROPOSED 4" ARTICULATING BLOCK \ /I ``• \ � �� /�y -� ,C 'c CD -*� "-#. F MAT OVER ENGINEERING FABRIC S I / \ a ' J J \ o �\ 1 �� J> b d� CD 1 kii+oo .7 I 11 I l �, III , r/ r. a 660 660 N W a, F t W c 6'cc r7 ROP GRADE AT PROP 655 Z w a, a•- w co �,� B 0.70� a -0.07% o- - - - - ' - - - 0 5 a 0 J W L I N m X GRADE AT PROP co o a w a N Nce N > rri of _ 645 645 _ n M a + > 'W + t % M -IMI M W Olt ei s w®a0O 640 640 0 In N •N ''•N0 10 n r' LO N N M� _Z o o� wco m� (o� o� o CO CO z 0 ., 30+00 30+50 31+00 31+50 32+00 32+50 32+83 a N. DESIGNED BY: TRACED BY: •• 563.5562464 • 800.556.4491 PROJECT NUMBER FED. ROAD FISCAL SHEET TOTAL DETAILED BY: CHECKED BY: "W •IIW,P.C. • wWw.iiwengr.com CITY OF IOWA CITY BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEET IOWA E.1 75 a II (/ (, II I + �_/ /////j/ y J NORTH • HORIZONTAL SCALE IN FEET 1 11l'' II 1 / ® I AilI /////// /� 0 20 40 I I I I x \1 ////// //// l DRAWING MAY HAVE BEEN REDUCED II P 1 /l / ,/ ill/////l// // 1 °ID /11/ Il / /20 / I/ II , \ , l \ 1////i//// // /// r \ \ / :.Siii, ,, 1,___6p.i• • /.:•: ��/; 1: / r I•,._,SEMENT - _ — r - - •i7 • /// /// PLACE SILT FENCE AFTER • // RADING IF ARTICULATING I I / r ,` ( / �� BLOCK IS NOT TO BE I I I 1I'. Sj �` h(c;/" INSTALLED IMMEDIATELY, v, / I •r / } I // TYP 1 I PERIMETER AND SLOPE ^ �\ ill r -\ / ( 1 ��' / il I(1 I SEDIMENT CONTROL ( / I� I I A I 1 - h I a.., I, 0 ' ^r , 110 l /0 N _ / I/ DEVICE, TYP SILT FENCE. TYP / ////�///)�J 4 I I /, I .li � 1 53 z /II 'l', 1i.111�t�ttt��'! °6�;� ...AlIIMIr f f I I! 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A � � /rAffli"....1" , 01 > IIMINIUMINF • P CQL$7BlCDOLEASEldENI 1....... ."--"lezzii,/ \6 Eirj a / `'\ / / // / L�-:,___�.. 10 1r ��y► III /l/il' PLACE SILT FENCE AFTER G,'1 N/ o y \ \ \ \ // I / / /�_/ _ \ i A i'►'.'I ,\ Il/ •~4 _ k ---GRADING IF REVETMENT IS �' N I—'/ L i `� 1 \ 1\ \ — \ 1 I I1 I / / / / / ,— - 1 STA 9+53.00, 35.00' R �) ' , / 64l� NOT TO BE INSTALLED / -- — I~ tl[ IMMEDIATELY, TYP cn / I 1 \ I / /� / I \ \ I I \ I I I / / / /l `� I rTREE, FURNISHED AND INSTALLED, �� • � 1 • I I /1 i HEART OF GOLD I \ I / 1 1\1 I I I I 1, \ \ i 1 �� I / III I -�I (1 \ i I I l l \ 1\ \\ I I II _ Iu, I\ J 1 I•:•:• • A , j 1„ �, / I �- i \�, 1 ! ' l l o I / ' x \t / 1 1 p.) I. . . .1:11:1:i.:‘i I — '\ I I c�Q / pn //, > > —1 I 1 1 /I o 7 / / \ / l ' / , /)ro / / /(c.\\ I /.,� '/ 1I I STA 9+50.00, fi5.00' R I _ I ^• I 1 "ILwIIf i6 I rq ` ( TREE, FURNISHED AND INSTALLS. I 1 -- -.i i —i i / l 1 J / l ) / // S°I l \ ,\ s , I S TULIP TREE y I I II I I 1 I 1 I 1 IIIIIII I I I I 11 1!1 I I P I \ I I III 11I !h1 ! I I III111 1 II 1 I 11 g z I I I ' I IIkpIIII 1I1 11,4 11 �, Z1 I II,II II III I I� ,, I, 0 Ir w Design For W ••• SEEDING AND FERTILIZING (URBAN), MULCHING TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N " " "n E PRENTISS ST OVER RALSTON CREEK v °°°°o°°o°°o°:::::::::: FABRIC FORMED CONCRETE REVETMENT, ARTICULATING BLOCK ' • °°°oo°oo°oo°0:44°°o°°o• SEE DETAIL ON V SHEETS EROSION CONTROL PLAN 8 00.��I�� REVETMENT, CLASS E Station:10+00 Date:. * xo � SEE DETAIL ON V SHEETS g .=.=.: CITY OF IOWA CITY � v a i ♦♦ FED ROAD FISCAL SHEET TOTAL r- DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE 7 IIW,P.C. • www.iiwen r.com CITY OF IOWA CITY BROS-3715(663)--8J-52 DIST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: 11� 9 IOWA • EC.1 75 N u) 1, ®802 HORIZONTAL CONTROL co THE HORIZONTAL COORDINATES ON THIS PROJECT ARE BASED ON JOHNSON COUNTY CONTROL MONUMENTS. I .,Dtl111111lllluu... I NORTH NOTE: ELEVATION OF HORIZONTAL CONTROL POINTS ARE PROVIDED FOR INFORMATION ONLY AND MAY BE up 324150 -PROPOSED S UNN ST SUBJECT TO VERTICAL MOVEMENT. IS SHALL BE THE RESPONSIBIUTY OF ANYONE MAKING USE OF THESE // i ELEVATIONS TO VERIFY THEM WITH VALID BENCHMARKS AS LISTED ON THESE PLANS. R _ t) I co o HORIZONTAL CONTROL cc 324100 m POINT NO. NORTHING EASTING STATION OFFSET ELEVATION DESCRIPTION t 400 608819.00 2177891.36 6+10.74 22.74R 676.87 5/8 REBAR 3110I ®�t31)50 401 608871.33 2178418.09 11+38.07 23.28L 653.3 NAIL PROPOSED CULVERT Q 402 608882.32 2178219.65 9+39.77 36.64E 651 .3 5/8 REBAR ®800 31 103 00 403 60882 •8 2178086.56 8+06.02 18.10R ••3.82 5/8 REBAR 800 608961.1• 2178280.47 10+01.53 114.74L 651.49 SPIKE T 801 608999.93 •178287.12 10+08.65 153.43 651.74 SPIKE E PRENTISS ST 30 0 10250 802 609135.64 2 8385.23 11+08.38 287.••L 655.34 SPIKE PROPOSED Q 0402 ♦40001 1 14401 -Er- f - ♦40000 rn o 0i00 0 0 0 0 o o o 0 0 0 $ 0 0 • n u no 1I 0 ' - -F1 - -I-1- -A--1- -+- +� VERTICAL CONTRO in -I in F -m I - 1n-- _ -r` - m oi . . THE ELEVATIONS ON THIS PROJE ARE BASED • NAVD 1988. 0400 0403 .40010 RTICAL ONTROL 101 50 BENCHMARK NORTHING FASTING STA ON OFFSET ELEVATION DESCRIPTION 40000 608869.98 2178446.85 ' 66.81 21.58L 656.31 ARROW ON HYD Alignment:17143 S Linn St 101400 Description: 40001 608869.35 2177909.12 • 29.11 27.40L 679.42 ARROW ON HYD 40010 608825.71 2178196.70 9+ 6.15 19.68R 653.12 SPIKE IN U11L POLE 100171 Tangent Data Deactiption PT Station Northing Fasting Start: 30.00.000 608846.07 2178252818 End: 30.65.066 608911.133 2178253.42 Tangent Data Parameter Value Parameter Value Length: 65.066 Course: N 00'31'49.6025'E Alignment Name:17143 PCL Pre ss street Description: ry furve Point Data Station Range:Start:4+78.90 nd:13+41.70 DesatptIon Station Northing [aaem PC: 30+65.066 608911.133 2178253.42 PI Station Northin: Easting Distance •irection C.') CD RP: 608909.282 2178453411 " i PT: 30.85.207 60893113 2178254.619 4+7890 608,8. .1540' 2,177,759.2442' +>--{ ....... Grower Curve Data 862.804' N '•18'47.60"E C7"‹ I (""'"- Parameter Value Parameter Value CT $ Odra: 05'46'12.0672" Type: RIGHT 13+41.70 60•,850.4957' 2,178,621.9867' ---I C") �� Radius: 200 _< .t�•• a • i Length: 20.141 Tangent: 10.079 rn Mid-Ord. 0.253 External: 0254 Q, Chord: 20.133 Course N 03'24'55.6361'F ..5.7 •• F .TeY CA mTangent Data Alignment Name:17143 culvert centerline co Desolation Pr Station Northing Fasting Description: Start: 30.85.207 60893113 2178254.619 End: 30.89.916 608935.91 2178255.136 Station Range:Start:100+70.99,End:103+58.19 2 Tangent Data a Parameter Value Parameter Value PI Station Northing Easting Distance Direction a Length: 4.709 Course N 06'18'01.6698'E 100+70.99 608,718.6316' 2,178,270.2498' N 79.321' NO°41'25.84'W ry curve Point Data 101+50.31 608,797.9469' 2,178,269.2938' m 3 Deaapdo8 Station Northing Fearing 207.881' N12.48'34.16'E csi PC. 30.89.916 608935.91 2178255.136 ,0 RP: 608957.859 2178056304 103+58.19 609,000.6542' 2,178,3153831' C. PT. 31.10.057 608956.007 2178256.336 3 circular Curve Data o Parameter Value Parameter Value ui Odra: OS'46'22.1800' Type: LEFT to Radius. 200 t=/n Length: 20.141 Tangent: 10.079 a Design For Mid-Ord. 0.253 External: 0.254 TRIPLE 13a x8 -8 13.5' LA SKEW RCB N Chord: 20.133Course NO3'24'555798'E E PRENTISS ST OVER RALSTON CREEK n n • . 7 Tanas"t°°tor SURVEY Desolation Pr station Northing Fasting E3 Start: 31.10.057 608956.007 2178256.336 CAL to End: 3I.82.972 609128.915 :178257936 Station:10+00 Date:. Z Tannt Data .ammeter geValue Parameter Value CITY OF IOWA CITY p Length: 172.915 Course N 00'31'49.4898'E a ♦♦ FED. ROAD FISCAL SHEET TOTAL n• DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE i "W IIW,P.C. • www.iiwengr.com CITY OF IOWA CITY BROS-3715(663)--8J-52 IOWA DIS . NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: N 'n ..ntllllill1111111110.. co NORTH I HORIZONTAL SCALE IN FEET ;. 0 20 40 ' J CO -- `r DRAWING MAY HAVE BEEN REDUCED I / n I I 1 i I 0 I I I m I I - - , II / I / / r 32+0d — - - - - _- - - I 1 7 1 \ I I 1 1 / I I ❑ II + I 1 / t° 1 , / - - STA 31+31.88, 0.00' L I 1 \ END PAVING, MATCH EX)_ / I I I - - - - - - - n It I I P '' \ I I I L f �G�\�P�G STA 10+24.12, 121.93' L Ili STA 9+43.99, 135.00' L \•I` �S� / STA 9+38.99, 135.00' L I / STA 10+57.53, 121.90' L 1 I I / I A_ _ _ H , , --T ir �� STA 10+24.06, 105.00' L 1___ ii I T: 3 +10.06o I , I 47/ STA 10+50.27, 105.00' L I r I ,� 4 I I STA 9+39.05, 50.00' L PC: 3 +89.92 O I �13:404�5, STA 9+44.06, 40.00' L I I-T 3 85.21 i 62ASF ��5 �G I I I G� \ �' I STA 9+19.05, 50.00' \ TCE I STA 10+24.06, 40.00' LSTA 9+19.06, 40.00' L STA 10+33.65, 39.97'\ 30+65.07 J 0STA 10+57.96, 40.33' L,i L �� I J _,, 7 1 _i _ _ 675SF I 1 �•____ L n _ _ c/i- mi ,',•) i i r____ _ - _ _ _ 1 Lii --, ----,-; r - - - -4 — — , 1 r r/4r 1 E ST��n 6.08�.00' I -<--- PROPOSED Ok ' I ENQ�PG, MATCH E)� 0 O EAST PRENTISS ST 0 - :lig Y'^ x' 43m STA 6+00.87 cc ^ co rn4----_I—-.4..-....--—I--.---I..—--I—-.--.+_- I I -1.-- I 1 !I ! / �� 4 '--START E 207881 21 E. PRENTISS ST OF PROJECT ///p�� STA 10+00.00 r 7 STA 7+12.57, 40.00' R STA 7+73.63, 40.00' R STA 7+93.63, 40.00' R STA 9+44.70, 40.00' R N I , ROPOSED TRIPLEI STA 10+24.70, 40.00' R a STA 9+34.69, 45.00' R `�• 1 h•I 13'x8'-8" RCB STA 10+79.70, 40.00' R m---F 'Th STA 7+12.56, 45.00' R r;i D 10 j o I N c r - 1F TCE �( -T - �- - - l { ��TCE 305 SF TCE 1,306 SF 0 1 I I l I �I 1210 SF `��c. STA 7+73.63, 45.00' R STA 7+93.63, 45.00' RI r� - -\�' - I II I vi :CCY I I ��, ,\�G P��cy QR�-- c, I 0o co P' STA 10+79.69, 62.00' R N V, . , STA 10+24.69, 62.00 R x Q\�\�04 ❑ I I I ro I I I I - - - - --I I O�e�\ of _1 I 1 a I I STA 9+34.68, 100.00' R - - . I I I III STA 9+44.6 I 1I 0 O' R I I (0 Z i Q CC rel i ♦♦ FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.555.2464 • 800.556.4491 I PROJECT NUMBER BROS-3715(663)--SJ-52 STATE DST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: "� IIW,P.C. • www.iiwengr.com CITY OF IOWA CITY IOWA H.1 75 N I I ___..., i N - 3 +00 I INSTALL ROAD CLOSURES PER TC-252, Ir// I SITUATION 1, URBAN. .,nIIIIIIIIIIIIIIIw,. - NORTH ,n NOT TO SCALE 1 1 —. M n -�co / 0 It mEAST CONSTRUCTION1 E_, I I 1 DURING PAVING OPERATIONS AT THE 1---- /y / INTERSECTION OF DUBUQUE ST, FOLLOW - STD ROAD PLAN TC-202, WORK WITHIN 15 —PAVE DRIVEWAY 1/2 AT A TIME FT OF TRAVELED WAY TO MAINTAIN TRAFFIC TO 551 LINN STREET. DRIVEWAY MAY r - ONLY BE CLOSED COMPLETELY --1 1'3s DURING STORM SEWER Z CONSTRUCTION AND MUST BE ; a BACKFILLED DURING c/ NON-WORKING HOURS. �� / �.. 310E W W 551 S tPRENTISS ST CI aWEST CONSTRUCTION LINN ST / 320 E 526 S �� ,-..____--r- �, pp � PRENTISS ST DUBUQUE ST I 1 1 . ( _ MM- IL— AIM:•----=—77 M6" ——41P. \____2 — • OHE—.—_ ._.._.OHE �,�f'/may �. ., ale #.• •• •• • • •••••••'WA A 4 if. 11elfr dar Irlit,- -. -, � �' ' �• 7j�0 ... , ;4r tr r,', tr � � I I —■ __a f----... ---...------_____ I 1 1 305 E 315 E 1 I I 11 PRENTISS ST PRENTISS ST 602 S ' DUBUQUE ST r 225E / I 215E PRENTISS ST PRENTISS ST - C 1 PAVE DRIVEWAY 1/2 AT A TIME TO MAINTAIN TRAFFIC. 1,-1INSTALL A TEMPORARY STOP SIGN FOR ALLEY IF r NEEDED TO REGULATE TRAFFIC. STOP SIGN PAID FOR T:9 CD AS PART OF TRAFFIC CONTROL, LUMP SUM. a c> .,.,.•„. C7-C t TRAFFIC CONTROL NOTES: Q'1 STAGING OF CONSTRUCTION IS DIVIDED INTO WEST CONSTRUCTION AREA AND EAST CONSTRUCTION AREA SO THAT THE DRIVEWAY TO 551 S LINN STREET, AND -"'t C-7 THE DRIVEWAY BETWEEN 215 E PRENTISS AND 225 E PRENTISS, REMAINS OPEN DURING PAVING OPERATIONS. THE DRIVEWAY TO 551 S LINN STREET MAY ONLY --a r- BE CLOSED COMPLETELY DURING STORM SEWER CONSTRUCTION, AND MUST BE BACKFILLED DURING NON-WORKING HOURS. EITHER STAGE MAY OCCUR FIRST. Fri 73 O ...a THE BID ITEM "TRAFFIC CONTROL" SHALL INCLUDE THE COST FOR FURNISHING, ERECTING, MAINTAINING, AND REMOVING ALL DETOUR SIGNING AND ALL TRAFFIC & .w PEDESTRIAN PROTECTION CONTROL MEASURES REQUIRED OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR PEDESTRIAN AND HAZARD PROTECTION Y t:.Jl I= NOT SPECIFICALLY SHOWN ON THESE PLANS BUT DICTATED BY CONSTRUCTION OPERATIONS FOR THE WORK AREA. 0 m THE DEPTH OF ANY DROP-OFF ADJACENT TO TRAFFIC SHOULD BE LIMITED TO A NOMINAL 10 INCHES DURING NON-WORKING HOURS. THE EDGE OF ANY > DROP-OFF ADJACENT TO TRAFFIC SHOULD BE DELINEATED BY RETRO-REFECTORIZED CHANNELING DEVICES SPACED A MAXIMUM OF 25 FEET APART. sk WEST END CONSTRUCTION THE LOCATION FOR STORAGE OF EQUIPMENT BY THE CONTRACTOR DURING NON-WORKING HOURS SHALL BE AS APPROVED BY THE ENGINEER. a 0, WORK SHALL NOT BEGIN WITHOUT APPROPRIATE TRAFFIC CONTROL IN PLACE. ,7 N PROPOSED SIGN SPACING MAY BE MODIFIED IF APPROVED BY THE ENGINEER TO MEET EXISTING FIELD CONDITIONS OR TO PREVENT OBSTRUCTION OF THE o MOTORISTS VIEW OF PERMANENT SIGNING. j� /� N EAST END CONSTRUCTION a, PROPOSED CHANGES IN THE TRAFFIC CONTROL PLAN SHALL BE REVIEWED WITH THE PROJECT ENGINEER AND APPROVAL OBTAINED BEFORE CHANGES ARE MADE ,:nOR TRAFFIC CONTROL IS INSTALLED. 0 N PERMANENT SIGNING THAT CONVEYS A MESSAGE IN CONFLICT WITH THE MESSAGE OF THE TEMPORARY SIGNING AND NOT APPLICABLE TO THE WORKING L.., CONDITIONS SHALL BE COVERED BY THE CONTRACTOR WHEN DIRECTED BY THE ENGINEER. Design For CONTRACTOR SHALL COORDINATE DRIVEWAY AND ALLEY CLOSURES WITH IMPACTED RESIDENTIAL AND COMMERCIAL PROPERTIES. A MINIMUM ADVANCE NOTICE OF TRIPLE 1 3'x8'-8" 13.5' LA SKEW RCB N 48 HOURS IS REQUIRED. E PRENTISS ST OVER RALSTON CREEK < CONTRACTOR SHALL PROVIDE 48 HOUR ADVANCE NOTICE TO THE CITY PRIOR TO IMPLEMENTING ANY TRAFFIC CONTROL MEASURES. 7 CONTRACTOR SHALL STAGE EQUIPMENT AND MATERIALS SO AS TO MINIMIZE IMPACT TO BUSINESSES AND RESIDENTS. TRAFFIC CONTROL 5 STAGING & NOTES Station:10+00 Date:. ZCC CITY OF IOWA CITY 0 0 a �� FED ROAD FISCAL SHEET TOTAL DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. _SHEETS DETAILED BY: CHECKED BY: "W IIW,P.C. ♦ www.iiwengr.com — IOWA J.1 75 a ' \ ..111111lllllliluu.,.. E BURLINGTON ST NORTH 1 .___._ .__.....___. . __- -- NOT TO SCALE ROAD E Prentiss St LE Prentiss Stl I r E Prentiss St, E Prentiss St, to R cn DETOUR DETOUR DETOUR DETOUR END M CLOSED AHEAD ■■■� 4 DETOUR I m AHEAD ° cT (D) o 0 _J C7 O O I(c) IC) E COURT ST )�� (E )i K C� O I J PROPOSED DETOUR w ROAD CLOSED/ ROAD CLOSED ROAD CLOSED Q % �, TO , , ,� TO • TO A I/7///,A EAST CONSTRUCTION I THRU TRAFFIC I I THRU TRAFFIC I , THRU TRAFFIC I PROJECT SHOWN ON AREA, J 1 T i/ DETOUR I �, DETOUR E HARRISON I I >,,, , ,,,�/ , ,,,, , o I ///////, ///////. /ii�iii . ///////. LJ Z z �, rF� Li r r� Gi, 1.) Gr rr) �r r� F) �I r ) 1 rr rF) to 0 J _II w © (IT) MI O z m v' i w ix 0 0 I m 11) O z ROAD J E PRENTISSSS ST _ _ - cD I CLOSED r, F O � WEST CONSTRUCTION Ell A� © gilt l K J ....._....... , [ 1 . E BURLINGTON ST muIlllh'iiiim,. ,, DETOUR ', INSTALL ROAD CLOSURES PER — TC-252, URBAN NOT TO ' ALE /7,,,,,, H EAST CONSTRUCTION v' 1— ct w m J_ IV 1(C) cD V) CD 117!7- m E COURT ST z --)—< 01 I PROPOSED J I r{r" a DETOUR w I 3 I Q a o Q .. °° N j.;s oi \ IV - - E HARRISON EO T _ j 5 ! \ I- O i b /' - O I w o I- 0 z / I n \ Z F 1n 0 J z w W CO n i w CC N Z 0 o_ n Design For WEST CONSTRUCTION m , , ,r Z L ) PROJECT AREA, Q O TRIPLE 13 x8 -8 13.5° LA SKEW RCB N 7 O In owN N J.1 F Q E PRENTISS ST OVER RALSTON CREEK U E PRENTISS ST ni I S F TRAFFIC CONTROL © Q n DETOUR PLAN z INSTALL ROAD CLOSURES PERce StotlOn:IO+OO Date:. Tc-252, URBAN CITY OF IOWA CITY / a i ♦♦ FED. ROAD FISCAL SHEET TOTAL �_ DESIGNED BY: TRACED BY: 563.556.2464 •♦ 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIS . NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: "� IIW,P.C. • www.iiwengr.com IOWA J.2 75 .. Nis^M!eY: aEe++X' +".v� n' .::jl':,� _ }s - t -�. Jf t. ,c' ,. —*•yf '�" -- ..mi11111llllllul,.. co - - E. COURT ST. NORTH "� rCi �. 1H. vow NOT TO SCALE _ . NL"— ` SIDEWALK CLOSED'; 0 }$ AHEAD - 4 ce w 4z IAt z,7 ram __I co , CO __I UU CI ,`; i • PEDESTRIAN DETOUR ROUTE DURING EAST CONSTRUCTION • • E CONTRACTOR IS RESPO .IBLE FOR PEDESTRIAN AND HAZARD ' •'OTECTION NOT SPECIFIC• A Y SHOWN ON THESE PLANS BUT D TATED BY CONSTRUCTI' OPERATIONS FOR THE WORK AREA ES •BLISHED BY THIS CO TRACT. THE PEDESTRIAN PROTECTION If SH• L CONSIST OF BAR'CADES, AND SIGNS AS NEEDED FOR THE -! GUI*•NCE OF PEDESTRI S. TYPICALLY PEDESTRIAN SIGNING IS -. PLAC•' AT INTERSECT]JNS SO PEDESTRIANS ARE NOT CONFRONTED WITH D—BLOCK CRO.SINGS. INSTALL R9-9 (24"X12" SIDEWALK I. CLOSE' SIGNS WHE' SIDEWALKS ARE NOT OPEN TO PEDESTRIAN - * TRAFFIC. IF AN AL RNATE SIDEWALK IS AVAILABLE, THE R9-11 € (24"X18" IDEWAL CLOSED AHEAD, CROSS HERE) SIGNS SHOULD BE ` USED, PR,.VIDEO ' E PEDESTRIANS ARE NOT BEING LED INTO DIRECT CONFLICTS WITH ORK SITE VEHICLES, EQUIPMENT, OPERATIONS OR E. HARRISON ST EXCAVATIO •RANGE PLASTIC SAFETY FENCE AND BARRICADES SHOULD BE D FOR ADDITIONAL PROTECTION IN AREAS WHERE ''•`=" PEDESTRIANS RE PRESENT WITHIN THE SIDEWALK CLOSED AREA UNLESS TEM,,RARY FENCING IS ALREADY INSTALLED IN THESE AREAS. P,'RARY FENCING SHALL BE INSTALLED TO KEEP '' PEDESTRI• S I T OF THE WORK AREA. SIDEWALK CLOSED , i-- AHEAD . _� z Z t� .,. ' - I L d 0 t•.+ 4 _. I — — 1 SIDEWALK SIDEWALK o m CI-) 4 Ai 4 r CLOSED CLOSED ` " z"—i "4 vi o >- ce w 2 .,.• _ --<� i ii m v r SIDEWALK CLOSED mc SIDEWALKAHEAD CLOSED m I AHEAD * - CD ao SIDEWALK SIDEWALK D •• Cus CLOSED CLOSED �� 1f `� s I- I J i ;. ..PIie -- \ ( .. SIDEWALK CLOSED t / \ _ 111i v �� AHEAD ___, 3 PRENTISS ST. _ . _, L, ,,,, — — CROSS HERE 1 _ - , ..,...• oi - d �iI Design For I1 �� T'77 ,I4 TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK SIDEWALK CLOSED < AHEAD SIDEWALK - SIDEWALK ' PEDESTRIAN TRAFFIC CONTROL CROSSHERE J CLOSED I CLOSED DURING WEST CONSTRUCTION �,� �,,,, = Station:10+00 Date:. Z EAST CONSTRUCTION CITY OF IOWA CITY 0 0 M n DESIGNED BY: TRACED BY: •� FED ROAD FISCAL SHEET TOTAL 563.556.2464 • 800.SS6,4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: I I W IIW,P.C. • www.iiwengr.com IOWA J.3 75 a -` I . " x, nlll1lllllllIlllle,. 1 E. COURT ST. • NORTH �. " NOT TO SCALE "rl"lirj"T :...,.:,*i,,,,,. :_ 9Lucc n ^'.. tt _ ` 4 Do rn W Z i4 PEDESTRIAN DETOUR ROUTE r a DURING WEST CONSTRUCTION �1 :. I- . .* : . ,.,.: • - - ir -., I- RESPONSIBLE FORPEDESTRIANANDHAZARD , „ THE CONTRACTORB ZA i I .. , .... PROTECTION NOT "ECIFICALLY SHOWN ON THESE PLANS BUT t DICTATED BY CO .TRUCTION OPERATIONS FOR THE WORK AREA ESTABLISHED BY THIS CONTRACT. THE PEDESTRIAN PROTECTION 0 _ ,i _ • ALL CONSIST BARRICADES, AND SIGNS AS NEEDED FOR THE .., _ _ ; • I 1 r ' eHIDANCE OFT DESTRIANS. YPICALLY PEDESTRIAN SIGNING IS 1 RSECTIONS SOPEDESTRIANSARE NOT PL•CED AT I CONFRONTED . s WI MID-B •CK CROSSINGS. INSTALL R9-9 (24"X12" SIDEWALK H I u,� LO D) S NS WHERE SIDEWALKS ARE NOT OPEN TO PEDESTRIAN . —� . « •, TRA . F AN ALTERNATE SIDEWALK IS AVAILABLE, THE R9-11 v (24"X1:" IDEWALK CLOSED AHEAD, CROSS HERE) SIGNS SHOULD BE ,' s , USED, • •OVIDED THE PEDESTRIANS ARE NOT BEING LED INTO DIRECT f., E. HARRISON ST. CONF •TI TIC ANGE WORK PSITE VEHICLES, EQUIPSAFETYN MEE , OPD ERATIONS OR SHEXO IN D B USEDRS FOR ADDITIONAL PRO CTION IN AREAS WHERE t.'". stIll - 1 4 PED STRIA ARE PRESENT WITHIN THE SIDEWALK CLOSED AREA �' & . 4 ' U SS TEM ORARY FENCING IS ALREADY INSTALLED IN THESE -, �y -- w) 4' •' AS. TEM'ORARY FENCING SHALL BE INSTALLED TO KEEP 'qk i • ,...24 ' DESTRIANS 'UT OF THE WORK AREA. i SIDEWALK CLOSED - AHEAD I 4- „4.` I CROSS HERE -ii: .4 , , Z v " . - - it wr► S) ,., I 0 CC W C7 { Y k _ it tt � `4- NT �.,� a ,_s.: 3 y L_— .. I 7P +Ki R SIDEWALK CLOSED - • �** -<r y. f N SIDEWALK CLOSED o t SIDEWALK AHEAD ___� CD N AHEAD CLOSED ��f•y� `'` .) .:= N yg I -__ :i %! #t .ev.... ''••• il Con '' ' -: N ^Y 3 WEST CONSTRUCTION PRENi15S ST. 115 ".. _. .F - 1100. - ili VW N 11 • . , Design For iiWW TRIPLE 13 x8 —8 13.5' LA SKEW RCB N I lL' R E PRENTISS ST OVER RALSTON CREEK SIDEWALK CLOSED SIDEWALK CLOSED -I C AHEAD SIDEWALK AHEAD CROSS HERE CLOSED PEDESTRIAN TRAFFIC CONTROL U CROSS HERE ;,�,-� DURING EAST CONSTRUCTION _— �' • ^Ile Station:10+00 Date:. CITY OF IOWA CITY ♦♦ FED. ROAD FISCAL SHEET TOTAL n_ DESIGNED BY: TRACED BY: • 563.556.2464 • 800.556.4461 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: I'W IIW,P.C. • www.iwengr.com IOWA J.4 75 N o HORIZONTAL SCALE IN FEET N m corn ..nIIIIIIIIIIIIIIui.,. NOTE: RETURN ALIGNMENTS .,,,iIIIIIIIIIIIIIII1,,,. 0 10 20 7 'n I N u) SHOWN ARE AT GUTTER UNE. u� I NORTH PROFILES INDICATE PROPOSED NORTH .�.� to t w n to 0 N HORIZONTAL SCALE IN FEET 0 LO N. N GUTTER ELEVATIONS. DRAWING MAY HAVE BEEN REDUCED co to to 0 0 10 20 655 $655 .10 0 rco to +_ M $ 2 � I / I O tl rr 0o F z r-- EOX \ I / I // 0 - I z W _ N. VVV O WL END PAVING, MATCH I m 680 10 o I STA 31+31.88, 0 DRAWING MAY HAVE BEEN REDUCED h- I I + - - 4--- - .__ - 0 - - - z w 650 �5 0 6 88g _ _ _ NOTE: RETURN ALIGNMENTS CO 2.00% . m SHOWN ARE AT GUTTER LINE. II / 650 a PROFILES INDICATE PROPOSED STA 31+25.00, 14.751 0.87% / N 675 r 675 U 5 a GUTTER ELEVATIONS. i - - rn < G HP 651.07�� I F F M &� 645 645 0 O I O � Nb t0� �� Q cc 670 �70 o 31' OLc-)0 o t0 N re - / co,0 (O 10 STA 31+10.06G 1645.71515 , PT: 31+10.06 p 1 / 0+35 0+00 I NW Prentiss-Linn PROFILE 0+35 0+00 P - NE Prentiss-Dubuque PROFILE 0 0.10% --'rco n E-; ♦\ I 31 0 I d to w \ I I 6 o rn Lo• o655 0 0 PT: 30+8521 STA 30+87.95, 16.06'R / 0 0 q CENTER OF RADIUS I + R10' 4 S ( G 650.79 650 - -0�% - - �•a650 us STA 6+13.31, 25.50' L N 608867.2E I \ STA 6+02.56, 25.59'L E 2177893.34 I in STA 30+85.96, 16.05'R= STA 0+27.28, 0.00' STA 30+75.00, 12.51'L G 650.80I STA 6+23.62, 14.75'L G HP 651.34�r MATCH EX. �O 2.66% I �\ / 645 NA45 116 = STA 0+00.00, 0.00' iP SEE X.1 X.3 G 676.22 I o I o co - I n FOR ADDITIONAL STA 30+62.23, 12.25'R \�• / o�� oN STA 6+05.67, 17.93'L ` 1. o STAKING INFOco m °O • G 650.91 = STA 0+18.80, 0.00' PC: 30+65.070 / 0+35 0+00 G MID 677.05 O STA 6+13.31, 14.75'L SC REJECT 1 '/ I / NE Prentiss-Linn PROFILE = STA 0+10.31, 0.00' f I GUTTER G EOR 676.48 I o Ilk ISTA 6+00.87, 0.00' STA 30+55.27, 12.25'R END PAVING, MATCH EX EX. CONDITIONS PROHIBIT 26, G HP 650.5 1 2.04% MEETING 2% ADA CRITERIA _ _ / - - -~- - �- I STA 30+37.46, 0.00' F- STA 9+85.55, 37.19'L / r., I / STA 1• 51.92, 25.22'L � E.PRENTISS ST. SEE W.1-W.4 o'-r / rn T P 650.99 \ = STA 0+33.03, 0.00' G 651.9. FOR ADDITIONAL I 2 I N lu STA 9+61.00, 35.0E L I Z G EOR 650.8E I /)/ ST� 10+58.25, 31.62'L STA 6+12.87, 14.75'R IN STAKING INFO 1 = STA 0+02.65, 0.00' o \\ G 6 .57 = STA 0+16.79, 0.00' 1 I G FOR 651.15 --; \ CENTER OF RADIUS - - - - STA 6t05.30, 17.87'R G FOR 676.31 ,` I - - = STA 0+08.40, 0.00' � CENTER Of RADIUS • 00 1.05% I \\ STA 10+06.29, 36.75' L'�' STA 1.+60.37, 31.63' L G MID HP 676.46 STA 9+40.25, 35.50' L ; 1.49% II -- -- N 608883.22 MATCH . • k STA 6+23.62, 14.75'R N 608881.18E1 �0 E 2178286.1E STA 6+02.25, 23.84'R P I = STA 0+27.54, 0.00' E 2178220.14 R2p• II ' L ----------- / = STA 0+01.57, 0.00' °' G 676.05 GTEOR 655.76 21.56'L MATCH EX. • i ROSTA9+40251475L \CENROFRADIUS STA10+091600L 0+525' L R 0R2 5'E 2177893.51 !PSTA9+88842552L 082% _ - - -STA 10+60.88, 13. 9- - - - - - - o - MATCH EX. m _ 1 STA 10+53.34, 16.001 n-< 1 - - - - -*STA 9+72.83, 15.33'Lp,� ' G EOR 651.17 STA 10+61.t7 4' L� > 1 In 1 STA 9+54.77, 20.67'L STA 10+25.85, 16.00'L � a = STA 0+18.73, 0.00' T/P 650.83 G 650.85 8 MATCH EX. �-+ ri t m G MID 651.1E IN a STA 10+76.69,10.0�_,," a STA 10+00.44, 16.84'L m _ _ E.P TISS ST. G LP 650.72 0 MATCH .??. - -'JD t0 to O 0 N 680 410 La FOR ADDITIONAL STAKING INFO = STA STA +72.5 k �� FM ATCH EX. 34, 14.51' R N 680 o 0+ + z 3 03 - -1.S1X z LW W m Z 675 675 N 5 ., n ; x / 14.75'R > STA 9+40.27, 1475'RJ \_STA1O�50.00, G 651.15 F m G 651.17 1 I rc i 0 j STA 9+97.00, 16.00'R j M 670' �'� 670 0 I G LP 650.75 CC F (0 tO. --T STA 10+18.00, 16.00'R I r STA 9+74.14, 16.00'R G 650.80 0+0035 I I G 650.81 SE Prentiss-Dubuque PROFILE 1 _ _ - - - - Q GEOMETRIC, STAKING DETAILS GEOMETRIC, STAKING DETAILS o AND EDGE RETURN PROFILES INTERSECTION OF AND EDGE RETURN PROFILES INTERSECTION OF , E. PRENTISS ST. AND S. DUBUQUE ST. E. PRENTISS ST. AND S. UNN ST. i •♦ FED. ROAD FISCAL SHEET TOTAL �_ DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIS . NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY- 18N,P.C. •• www.iiwengr.com CITY OF IOWA CITY OWA L.1 75 L - N I, .,,.ullllIIIIIIlllu,.,. NORTH . HORIZONTAL SCALE IN FEET m ro 0 10 20 n M DRAWING MAY HAVE BEEN REDUCED En O m IoF. LIce_____ri--__ 1 1 it -----N a r--‘ • - - - - - - - s o N o�� --- - 0 40001 _ E 19.89' Fr I , E 0 28 4' e a W x E. PRENTIS 0.1III be N� L—'(TYP) co Q 17.34' 15' 15' 15' 15' 15' 15' 10' 9.42' 15' 14.28' 14.28' 14.25' 14.25' 12.71' 12. 12.7' 15' 15' L-/(TYP) ilsi NO BOXOUT, SEE itl Uj J N DETAIL ON B SHEETS N Nit ill E 30' i 403 Q 71 / I .." • n d �...�. / n �--i // i 0 RT C7"� 20.59' =t c� 1 m Q mom _ ti a 644 T I / I N I N c 1 ..P aP 5 I 1 11 m U' 3 0 6 z o Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK a S JOINTING z Station:10+00 Date:. cl CITY OF IOWA CITY 0 n a_ �_ •• STATE FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--BJ-52 DIS . N0. YEAR N0. SHEETS DETAILED BY: CHECKED BY: IIW ^g.ca^ a IMI,P.C. • www.iiwe r IOWA L.2 75 N I 1 r-, I / I 1 h— E nnllllllllllul,,. 1 NORTH / HORIZONTAL SCALE IN FEET - / I 0 10 20 &" / - - - - M I I o I DRAWING MAY HAVE BEEN REDUCED C 7 0 o - ® :00 7 I .a I / I 0 _.._.._/ 10.5' 10' 10.5' -? 1 310 / I - I / C 1 10.52' I I I I /N t s 1 1 / C ,I '' 2.5• I I I 10.5' 10' 15.69' 7 II, csi 1 M 10.5' I I E ....) 1/ N \ I� \\ Ia- - — - - J B \\ r 402 EO - 13' li - ck - W O 0 v I I ED /. 1_ :, p 12.75' . : 6. I1 , V . 3.44' 1 i I O� m E w 0 _ i. . 1 1 s c� `' 15 NJ MATCH J• TING C7 .9.1 s" B 9 _.. �y = 3 O O o B o N 0 E JOINT N m ..{ .0 0, SEE V.3 toI to E. PRENTISS ST - o �� __ N _+ i 'ern -4_,_ _i-�. 30 .-_ — er-7 } c.12er, C } NO BOXOUT, SEE � �. 15' 15' 15' 15' 15' 10' 7.6' m N DETAIL ON B SHEETS m r N a p O • J .0 it J N 4 .1.... ..V k a 53.34' m o • 40010 ED c 1 m 1 co 3 Q. 0 z s I I Design For _ _ _ — — — — — — — — TRIPLE 13 x8 —8 13.5' LA SKEW RCB NI L. E PRENTISS ST OVER RALSTON CREEK a J 1 • i III I JOINTING • 1 I Station:10+00 Date:. 55.32're �I CITY OF IOWA CITY OIrTTI I ♦♦ FED. ROAD FISCAL SHEET TOTAL DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE i "W IIW,P.C. • YAMiiwen r.com CITY OF IOWA CITY BROS-3715(663)--8J-52 TAT DIS . NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: 9 _ L.3 75 N T ..,,IIIIIIIIIIIIII11hh. NORTH HORIZONTAL SCALE IN FEET (13 Lo 0 20 20 r.r. m E M DRAWING MAY HAVE BEEN REDUCED I _vo /I I ,0 rIl _ — I 1 I / \ — - - m I r (� 1 )801il I I 1� c ® I Z2 II \0 / _ ___I °=,'• t- - - - - - - I 8 o'gggog' I I 4 ,ogogog r gog,g . I I I : °g°ggg° gg°g°gogoo° MI g°°ggg°ggg °°g°g°g°g°. ► °° ° ° ° °a° °°° °°ggg °o° °000° SEE SHE V.18—V.21 /000°OOgg°000gg°o °° r FOR REI ORCED SIDEWALK I '000go°.000� 00000.� I I ' .°•O'o; oogo°o°0p AND •"ROACH PAVING I :o;goog °°AI °o I I I *g? I 1 1--L f7______1 _ .. ..1 _ ‘4.: 4„0,44 _ _ _ _ _ I _ _ _ J___„. _ ,_ _ _ _ _ _ _ _ _ _ _ _ 1 . _ 4Pt cn CY _a_ -.1::::1 _ i , — — — , _--vi Alf r cf' F 4 D 1 T — — — 7 °e cer______I__ —I .6/.4.. I NJ �. c' I I I PS ,4 1 C7 1 lii - I c-- I cc ^ . ��' . . . I 0-, cn -� ___Ic) m �� I 1!•! � � — a - - - - I ;. ;. . ,. z _<rr1 CD N •• N STANDARD OR SLIP FORM PCC PAVEMENT, o, CLASS C, CLASS 3 DURABILITY, 7 IN. /l O C N SIDEWALK, PCC, 4 IN. m . DRIVEWAY, P.C. CONCRETE, 6 IN. c5 z 5 a Design For a SIDEWALK, PCC. 6 IN. TRIPLE 13'x8'-8" 13.5' LA SKEW RCB E PRENTISS ST OVER RALSTON CREEK n a PAVING 5 U Station:10+00 Date:. Z CITY OF IOWA CITY 0 M ♦♦ FED ROAD FISCAL SHEET TOTAL ,_• DESIGNED BY: TRACED BY: - _ 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: "� IIW,P.C. • www.iwengr.crm IOWA . . L.4 75 a - i I 0 I I I -,mpiiIIIIIIIiiii . 11 I I! I.I 61 `I • ;: o N • 'T H SUBDRAIN,++ 6 \ I (((� Oi ' c,I I m HORIZONTAL SCALE IN FEET I)hA. I II "+I �Il 0 20 40 '� I -rCi to I,-0 PROP TEMP EASEMENT I II ( I �, /� iO SEE H SHEETS • Tt &.. ( G w 1 1 ((( (' '� r DRAY�MG MAY HAVE BEEN REDUCED III I ril'`!: ! 7 I I I \ I I lfr ie t . INTAKE 1 \ -\ I , 1 III ^ i I \ 0 T/C 677.85 1 7/ I I I I I�' I 1� I 1� / PROP TEMP EASEMENT, I III II !• o I 1 ( l \ FL SE 672.70 ) // / 1// )I) y • :~" m I FL N 673.85 / I I I \_ SEE H SHEETS I III I / 0 E ;%7 �+ I)I / ` I - FL W_673.30 / ////� /// I �ico I yzi '/ I 0 I NTTAKE ?01(SW-508)L / J / / / / STA 13 (SW 5510) ' I Ia III I ,' I ��!///// / NTTAKE 4�15(GSW1510) L/ / .__ I :�� - 3 �� SUBDRAIN OUTLET /� / / _1(1 o ,l DR-303 / V �� I C/ \1 INTAKE 2 INTAKE 10 l 1`Z \I '. m�� - <�' m C ��L I -- ��e"�II��, G ' 'r" RIM 676.37T/C �, P `A�� w w w -- w -_-7 w `��P cson I •.. , 676.57 ii MI FL NE 668.50 E 667.80 / I IN �'`Ar' �a .,r T- Itim►�.� FL S 668.50 FL NW 671.26 / •� A . ",ii7 4 '" _ _ .. , FL SW 667.91 \ � �� 7 Q 01 - �.. 1•,r ,_ -�, �/ r.✓sso •$680 E, HE: �.,._.. ��►� I I I e - SUBDRAIN OUTLET l� eti -- :. -r1y -11 - - _ DR-303 / •�►,� 1-� O"1 CP I � Sq SD N 30" RCP y SD XD30" CP N 0 111 to I- 1 �I I I \ oe 9 \ k r �/ 675 ill 11 I■675 ,o �. I I / o I I _ �, o \ N n II w '� / v m I I 1 I 1 n U 'RA , • / s •REN SST ) / DR SUBDRAIN OUTLETS 111 1111 24" RCP O ' w m / �/ SD - / 'I so - 670 j��1611 670 N s i ❑ ��\ 1 \ // �M/ I l 11 I 03"Ia I I�" I$UBpR TIT \ \ gli f 6" _ ��' 1IJ '_�Y�1 O + < > SUBDRAIN RISER I \ DI 3 \ - I \ II� P 2 / '# ,II SEE B SHEETS I 11 \ L ) 1 1 - - / \ !II I I \� I 665 ...._.........._.._.-...Co;INTAKE- 665 o `� I / _ _ l �-i. �TA,7+4s.56. 15.54' R Ex. SAN H - - / I II I ��500+00 500+50 500+67 0 INTAKE 2 T/C 676.37 �Ia r_ A ` ") --RIM 655.58 I IIII / //� �/Q_ - INTAKE 12 (SW-510) _ - "I - I (� /O FL NE 668.50 U \ \\ , \ \ \ 1�Vc-r-r----= / I / 7 // �t/t/I/ f -\ / FFL N L NE 640.818 �Ll-� 1 \\PROT2CIf C• � �La I III /11 //�►J 0 FLS668.5o \ _ c.. -� / 1 I_/ o- �� \ \_ \ 1�� I / / N SAN S� '•I U�\ '� Alta PROP TEMP �' I ��'`�� C; I �11 r 1 / ) ' \ \ I �jI I I I / // // ` I tin 11 )Wale �� w \ 1 / / / ' 0 1 / l I l I I - 1 i r EASEMENT I i -.M 11 (\ / I I I. I I I I '�-ram;"Xr, " � INTAKE 1 1 11 ) / L II I I m' ,'' T/C 677.85 1 \ 1 I I [El I i��.ii, W .�=N.uv FL SE 672.70 36.03 LF 24" RCP 0 4.000% \ 1 f 1 \ I w I II " 1T�'w;r:%�. y1lNS� X FL N 673.85 INTAKE 10 680 FL W 673.30 _-T/C 676.57 -_ -- 680 V E 667.80 FL NW 671.26 FL SW 667.91 675 I 4 om 4 ® SUBDRAIN OUTLET - 675 INTAKE 12 INTAKE 11 I� ■I EL: 667.00 , T/C 658.97 660 rill1r 660 T/C 658.96 _ - L W 653r36 r"`y FL N 652.620 670 - 670 O FL E 649.54 FL S 652.00 INTAKE 11 �(-�655 655 11:111i% ��BT/C 658 96 ... iia C 11 W 653.36 �'`-fm III�■MIN I665 NNECT T0._. 304 FL FL S 652.00 =10 !414 w i o E r INTAKE 0 7, INTAKE 13 W �- CC r "'< I 650 - u 650 r to o Oy T/C 5< } a 31.10 LF 18" RCP ® 1.998X � ' 660 • 651.77 � - FL W 646.17\ a FL E 645.90 ..w EX. a SAN 8" PVC S-645 Pipe vJa g a CODRNEC,e - D PIPE JOINTS PER / � oc 1, TYPE 1 REQUIRED N 645 cUi a I 655 655 • F SUBDRAIN OUTLET O o EL: 649.54 I ....._. O 1.9 177.37 LF 11" m 640.___ ...__ 1-- __------640 � o Z __...� i RCP OX 600+00 600+47 0 650 -.- -._.._ NM 45.49 LF 30" RCP ® 650 ei 2.0009; W W N EX. 8" PVC Pipe 645 -._SAN SEWER 645 N SUBDRAIN OUTLETS PROPOSED N EL: 645.90 TRIPLE EX. 8 PVC Pipe,..0 , 13'X8'-8" RCB SAN SE R I -.... EX 42" RCP SA ITARY toEX. SAN SEWER SEWE', UAC 0 BRICK ARCH PROTECT IIURING g 1 CONSTR CT1ON < 635 __ -- - .... - .. ._ - 635 re 200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 2004n 002 i •• FED. ROAD FISCAL SHEET TOTAL 1-. DESIGNED BY: TRACED BY: _ 563.556.2464 • 800.556.4461 PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: "W g.com CITY OF IOWA CITY . a IIW,P.C. • www.iiwen r IOWA M.1 75 CV m / I 1-Pri- i"' I II �v 7/1/. li /iØ,i �/ ( I -� \ -�," NORTH / HORIZONTAL SCALE IN FEET CI' SUBDRAIN RISER I E �_1 r l�/�f 11 , \ _ - 0 20 40 SUBDRAIN RISER�� ,. _ ) -- 11 SEE B SHEETS I SEE B SHEETS SHEETS I / ,_,.•,y„•t. I J ,.,,/,,,„ I DRAWING MAY HAVE BEEN REDUCED ilr.M ii rl , l,i I I � :� Y' I oSUBDRAIN, 6' .1t,?_2 Il..°•./ f' ' fre°14?:i7/7 II I l�'"tlt` °•`° %Pei / I _ - 1._ o J I I 4J'I` goo• l 12" CMP 650 1=F 650 O° �,. rII \ • r 1 ' fFL NE 646.29 ' CP 0 2.560% wIII e ? ';� CONNECT TO EX. PIPE ? m a441('/ I, q°°o• PER DR-122, TYPE C-4. I ^, ili,odh 1 CONTRACTOR SHALLFIELD VERIFY EX. PIPE ELEV TRIPLE 15' CPE UAC a > O I �' 13'XS'-8" RCB p +" \! i;,t/.Aor:�, _ _ _ROW-_ _ - - 4 ; z - -'� "C• ,,. ��' C I �� I ' CONNECT TO EX. PIPE640 0 n"‹ I �_,7 't- ', _ G PER DR-122, TYPE C-4. n Wa�. T• ., * -�' _ , T'-=p �' \ II \ ; ( CONTRACTOR TO FIELD WM SHOWN FOR REF -In le- 7.\ \ SEX 15" CPE VERIFY EXISTING ELEV . �. .,�.IIIAI:- a �: 0 �- p 0 0 635 635 W 30" RCP N r15" R I g_ - I,' ---- w w -1-._... Al '.s o e / i r / .PRENTIS• ST 655 6 ''' CA ae 0o a N _ (ft r n X. MH (2) SUBDRAI OUTLETS N ® p36" R gyp\ p , - )4 - M 651.41 _. DR-303 N _ 11•�MilliW 643.4• w j, i• 36" . Yf PR 650. I�'650 t0 0 _��`' • / CONNECTION TO EX. MH PROPOSED�� ti TRIPLE •3.21 LF 6" RCP • 1• NNW' I/ RIM 651.41 13'XS'-8" RCB 0.769% z w III � I \ rjFL W 643.40 J mIII jI - -�- - - ® - - - - 645• H 645 N5 ;; III I ��/ / F m 1 y�tttt '/��/�Q // I 640- 640 o I /� CONNECTION TO o --i- I \ `.�� 11, II . d IT'S T--_ EXISTING MANHOLE 104-56 10-20-15 lO Diameter or equivalent diameter STORM SEWER * Bid Item ** For SW-545 I AKES AND UTILI Y ACCESSES PIPES Design Length, Slope, and Flowlines are calculated from inside wall to inside wall along CL of pipe. An addit'onal 2 ft length is added a to each side of the Design Length to account for estimated length to center of structures. Intake/ O 1 Connected a • Form Bottom Extension Line Utility Pipe Bid* Design Location Station and Class Slope Pipe joint Flow Lines No. *Type or Standard Road Plan c ade Well Length** Notes Access Size Length Length Profile Notes N Offset Number No. D' % (DR 121) Inlet Outlet Other Sheet No. Ele Elev. FT _ - - From To IN FT FT Type Elevation Elevation Elevation 2 10 2000 24 53 49.0 1.2 668.5 667.91 M.1 CONNECT TO EX _ INTAKE 2 3 CONNECT TO EX o I 1 10 2000 24 41 36.0 4 672.7 671.26 M.1 INTAKE 1 v w 10 6+26.14, 15.5 L ( SW-508 676.06 667.8 0 10 11 2000 30 121 116.4 12.4 1 667.8 653.36 M.1 7 11 7+48.56, 15.5 L SW-510 658.44 649.54 N 13 9+33.75, 15.5 L fi SW-510 651.27 645.9 11 13 2000 30 182 177.4 1.9 649.54 646.17 M.1 M 13 RCB 2000 30 50 45.5 2 645.9 644.99 M-1 R• 12 7+46.56, 15.54 R SW-510 658.46 652.62 -_ 12 11 2000 18 36 31.1 2 652.62 652 M.1 _, S EX RCB 2000 15 35 30.3 2.56 EX FIELD VERIFY M.2 CONNECT TO EX CPE _ Z EX RCB 2000 36 48 43.2 1 643.5 FIELD VERIFY M.2 CONNECT TO EX MH D n0 ♦♦ FED ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 - PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: "W IIW,P.C. • www.iiwengr.com CITY OF IOWA CITY IOWA M.2 75 N o 1 m //J // / 2'-0„ I I I I, I 1'-2" 1'-2" rCi COUNT CONDUIT CONDUIT T CONDUIT CONDUIT CONDUIT-I�lDUIT CONDUIT —' co I O I I 1I l BACK OF 6" 6" I 6" 6" _ / // 1'x4' OPENING BACK OF CURB M IN CULVERT SLAB CURB I 4t2 \1/4 „ 1" RAD No / STA 9+98.99, 19.02' L I ;• I N 4t1 ce / STA 10+02.83, 17.89' L / FACE OF 6" i / STD CURB 1 11 I ,. / Q / STA 9+98.71, 18.06' L/I a .\N . / // / / / e - c4 a � I I I STA 10+02.55, 16.93' L I a Z� d a rw / II I/ a l I STA 10+00.65, 17.56' L 1 6„ FORM e a w " // LOCATION STATION / e RADE > e� // / a 4 / I/ // I �. ' 3 a4. a a ao ll Il a" e l/ I l I a s a �� 4 a �d n a e a PROPOSED l l I/ I 4 a 4 o d I PRENTISS ST /1 // e d 2" a a a SEE YaSHEETS dcN� Ia FOR REINF. RCB ro / /I // I a a ADJUSTMENTS I w / 1 1 —I I — I — t— e.,___:if_ ed AT OPENING j �r I /I I/ I s 4 a "a d ",al I I I I 1'-0" OPENING ra A, // /1 I I I /1 % SHIFT TOP & IN SLAB CULVERT 6" 34" DOUBLE — — // I BOT RCB DDRIP ALL OVE ..r, TRANSVERSE ,_C) / l I l 1 I BARS TO AROUND — C.D / / CLEAR OPENING ___I ..,. I II Il 1 OPENING BY 2" 7—C "1 �-- 1/ 1/ I 0"1 s / STA 9+96.99, 16.75' R 1'x4' OPENING I ' OPEN—THRO, ' CURB INTAKE .<r-- LOCATION STATION (T')SING 1/ IN CULVERT SLAB / 11-3SECT ' HOT TO SC&Ji' 1'fl ' pi / /� STA 9+98.99, 16.58' R / O7 ..._ STA 9+94.99, 16.58' R ` - // l !l —� l/ I S'' (xi/ STA 9+94.99,;7.58' STA '+98.99, 17.58' R BACK OF 0-n / // // CURB l 1/ /i l ii ii REIN dRCING BAR LIST — FOR ONE INTA E I 11 11 ill MARK SIZE LOCATION SHAPE COUNT LENGTH SPACING 1 // 1/ 4t1 #4 _ TOP 7 8'-0" SEE SECTION i I/ /r! 4t2 #4 TOP 10 2' O" 0'-6" 4t3 #4 TOP 10 1'-6" 0'-6" SI LE OPEN—THROAT CURB I . 'KE ,,,,Illllllllllllu1,,. L. ATION PLAN NORTH ~__ 4'-0" 4'-0" 4'-0" o r com a1 >- ce a m a- a o LOCATION STATION N o (BACK OF CURB) tj- N N p, N S N - �� , oZ I I 3 .I W o — W L _d = BACK OF -__ - "-_ - `- " CURB Design For cq TRIPLE 13'x8'-8" 13.5' LA SKEW RCB NJ I • I 4t2 & E PRENTISS ST OVER RALSTON CREEK FZ 4t1— . 5 — 2'-0" 4'-0" OPENING 2'-0" _ STORM DETAILS — INTAKE SPECIAL t" ® SINGLE OPEN—THROAT CURB INTAKE Station:10+00 Date:. ce ENLARGED PLAN tzar TO sou CITY OF IOWA CITY a 7 •• r FED. ROAD FISCAL SHEET TOTAL DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER I BROS-3715(663)--BJ-52 STATE DIS . NO. YEAR NO. SHEETS a7 DETAILED BY: CHECKED BY: "W IIW,P.C. • wvnv.iiwe gr.com IOWA M.3 75 N 1 .,�luulll Iluul�,.. �'i I I j 0�0'0�1 ' ' •UOUOUOU•, I I s I- A •000000 o'b••oo000� NORTH CO• NOTES: • STA 9+50.40, -58.56' I I Z I O O O .002, • 0 HORIZONTAL SCALE IN FEET O O O O • O •« 0 10 20 z O O 0 • 0 O • • 11 CO 1. REFER TO SPECIAL PROVISION FOR WATER DISTRIBUTION SYSTEM SLEEVE 2 (6") _, I ' O O o 0 0 o b • _� i i REQUIREMENTS. I I 1 •�OD000� 000°0°00-I DRAWING MAY HAVE BEEN REDUCED STA 9+50.36, -55.98' 'R 2. THE LOCATION OF UTILITIES INDICATED ON THE PLAN ARE TAKEN FROM 3Q 1 • 0 O 0 O O O o REDUCER 3 (12"x6") STA 9+51.72, 51.26' O O O O O O O I FIELD MEASUREMENTS & EXISTING PUBLIC RECORDS. ADDITIONAL FACILITIES o 0 0 0 0 0 0 In 1 GATE VALVE 2 6" I •O O• b0000000• / o OTHER THAN THOSE SHOWN MAY BE PRESENT. THE UTILITIES PRESENT MAY STA 9+50.34, -54.09' 1 ( ) I O 0= NOT EXIST. AS SHOWN. IT SHALL BE THE DUTY OF ANYONE MAKING USE OF o • 0000000 0 m GATE VALVE 3 (12") STA 9+55.65, -51.22' THESE PLANS TO ASCERTAIN THE EXACT LOCATION, SIZE AND ELEVATION OF I I BEND 1 (HYD LEAD) ALL UTILITIES PRESENT. STA 9+50.31, -51.28' , \ O O� 00p000 TEE 2 (12"x6") " �Iin STA 9+55.65, -51.22' \\ •00 000000• 3. POURED CONCRETE THRUST BLOCKS REQUIRED AT ALL HORIZONTAL AND I ` •O 0 O 0 O O O O .� HYDRANT 2 (5.25") y^1 0 O O O VERTICAL BENDS. REFER TO DETAIL SHEET U.3. y • • • 0 O O STA 9+47.75, -32.83' 30150 •0 000000 4. THE VERTICAL THRUST BLOCKS AT BEND 2 AND BEND 6 SHALL CONSIST GATE VALVE 1 ( 12") N 8 A •O 0000•' 157 CU FT OF CONCRETE. THE BARS, STRAPS, AND TURNBUCKELS SHALL BE —_STA 9+45.99, -32.84' STA 9+50.09, -32.82' \ • •0000 RATED FOR 24,000 LBS. THIS INCLUDES A SAFETY FACTOR OF 1.5. REFER TEE 1 (12") / 1 \ • O O / TO DETAIL SHEET U.3. REDUCER 1 (12"x6") 3� I I / \ 00• .," STA 9+43.83, -32.85'_-J ! -V \ • PROPOSED 22" 5. ALL FITTINGS SHALL BE RESTRAINED. SLEEVE 1 (6") 4�:., 3 1 G —s II \ - // o CASING PIPE, 47 LF 6. WATER MAIN INSIDE THE CASING PIPE SHALL BE DOUBLE WRAPPED IN '��` _ �� 11 I, r h I G Il w w w W :o //1 \ 11 I STA 0+31.98, -22.90' G- G - 0 1- �-- POLYETHYLENE. it " lir •_ G - - (12" 45d ROTATED) c G G i .. -----ll _ BEN. ��r _ ' 7. PRESSURE TEST AGAINST THE EXISTING VALVE ON THE EAST SIDE PRIOR RESTRAIN ALL JOINTS FROM 7 G / STA AN- -") TO CONNECTING TO EXISTING MAIN. T '! ' COryD�11T r/ S " .: emu...—.� `� �a �� YDRAN (5.25") REDUCER 1 STA 9+45.99 TO �� 0� \\:' / I/ i •Lit F1B ` P GND 51.66 REDUCER 2 STA 10+47.77 FIB FIB FIBNU • FIB 1 FIB / FIB \ /FIB FIEI/- FIB ifillk 'g ��_� r _ice% STA 9+82.44, -32.64' /1 �' A 10+46 15 1211 , �� _L BEND 4 (12" 11.25d) - —1 — �� —Ilk END 8 (6" 45d) STA 10+45.73, -10.09' 0' STA 93 (12", -32.70' I/ / -! j -GATE VALVE 5 (6") - w BEND 3 (12" VERT 45d) /I / STA 9+62.97, -32.75' // // / VALVE BOX EXTENSION ii 11 11 STA 10+43.74, -9.04'J BEND 2 (12" VERT 45d) // 0 // BEND 6 (12" 45d ROTATED) �/ v:v. i RESTRAIN ALL JOINTS FROM o S REDUCER 2 STA 10+47.77 - - 11 Il ST TO REDUCER 1 STA 9+45.99 —z- - __ // // STA 10+45.43, -8.67' TEE 3 (12"x6") 1 II II it l 1/ D - 0 / // II STA 10+46.83, -8.38' C II /II REDUCER 2 (12"x8") BD _ so / // // / STA 10+47.77, -8.18' n— `-. ® - I — it 11 BEND 9 (8" 11.25d) C3 11 40w0 ,i v, i o - I 11 11 l 1 n�< 3""l t ��/ u� / I V - � m / 0 cri • o '= PRENTISS STREET WATER MAIN m 655 655 655 655 cx _ — — m 6" DIP CONNECT TOEX 1 STORM SEWER SHOWN FOR REF N 12" DIP WAD' CONNECT TO EX 12• C PROTECT,AND CONSTRUCTION DEMOLITION MAINTAIN 18" M CONNECT TO EX WM N DipIN SEPARATION \ n CL53 RCP oDBOTTOM OF RCB STORM SEWER - a!(��!!' -,I 645 E, 645 V - 645 645 i - 3 WM FROM o TOP OF CASING: w ° 635.69 TOP OF CASING: SEE NOTE 3 0, wto w SEE NOTE a: 635.68C. wto w 0 640 640 i w 640 __..__._..._. ©� ____..... r 640 Z w m n w m L-, v 5 a hiss 12" DIP CL53 I 5 a a } " DIP CL53 a >2 m 635 _ 635 Pc' 24 635 - It __ _ I - 635 F IV o f PROP ELEV 0 o e a PROP TOP WM a el F c WATER MAIN SEE NOTE 5 PROPOSED 22" CASING PIPE o 7 630 630 630 630 tc N a rn M1^ O CO rn M N M O*Cr) % 0-u-i N od Lc)'n to ,A VI Co K CD I CO co C0,0 CD (01. t0 a 710+00 710+27 500+00 500+50 501+00 501+14 ce 0 c i •• FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIS . N0. YEAR N0. SHEETS DETAILED BY: CHECKED BY: "W CITY OF IOWA CITY OWA MWM.1 75 a IIW,P.C. • www.invergr.com N 1 iInIIIIIIIIIuu1I,.. NORTH I HORIZONTAL SCALE IN FEET n 0 10 20 (0 MEM= MIME in DRAWING MAY HAVE BEEN REDUCED E n rn O 0] (1005 I I V L (1004 MATCH EX. I II 2% MAX I 1 CROSS SLOPE ce TEMP CONSTRUCTION EASEMENT STA 7+75TO.7 EXISTING 1 i c, ROW - - - - - - - - -MAT-CH - - - - I - I - - - - - 1000 M 1006 k EX. •LK, UAC QED k ., (1002 1007) r{1008) / t Ell -...._ (1010 1009 cn o E. PRENTISS ST o 00 — — — _ — — 1— — =�— a aCD Ca .:3 (1100 1101) C")—.G I C SIDEWALK BY OTHERS 1 ") CT 1103 STA 7+14.42 (NEW DEVELOPMENT) —<P" 0 1102 MATCH TO EXISTING 1. m MATCH EX. —' : r. > EX- WALK, UAC Q ' ..ot UNDER 2% s rn > CJI a EX. WALK, UAC ROW _ _ — - - — — — CJ'1 TEMP CONSTRUCTION EASEMENT • rn / .\ STA 7+97.71 5 2% MAX °ORDINATE WITH = I— CROSS SLOPE NEW DEVELOPMENT 0 3 0 N w x v, Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK n LEGEND s r1 PROPOSED LANDING/TURNING AREA SIDEWALK 0 0 PROPOSED SIDEWALK Station:10+00 PLAN Date:. a r�PROPOSED RAMP CITY OF IOWA CITY 0 e _ 7 ♦♦ 563.556.2464 • 800.656.4491 PROJECT NUMBER FED ROAD FISCAL SHEET TOTAL n_ DESIGNED BY: TRACED BY: CITY OF IOWA CITY BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: "W IIW,P.C. •• www.iiwengr.com IOWA S.1 75 I 31+50 it MATCHLINE -I mtlIIIIIIIllllw.,. A-A 1STA 31+57.19 HORIZNORTHN FEET I mf"-- MATCH TO EXISTING / 0 iSoCALE 2T M to I 17 I DRAWING MAY HAVE BEEN REDUCED STA 31+31.15 I A-A R I i MATCHLINE'? MATCH TO EXIST1NGr 31 0 ,ncc 0 3o I 3 l m o E E li E I 1TEMP CONSTRUCTION EASEMENT - - ,, _ _ I c MATCHLINE I FGEND 1 TEMP CONSTRUCTION EASEMENT B-8 (-1 PROPOSED LANDING/TU- ING AREA a (-;1 PROPOSED SIDEWALK / I I 31 0 I / (1 PROPOSED RAMP I 1 / w I .,,r4 w In w / 5% MAX z / LONGITUDINAL SLOPE, 2% MAX 0 I I / CROSS SLOPE CCiitI / u w Z o Ei - m I 2110) I / I0 (2109} PROPOSED CULVERT PARAPET / 8� COORDINATE WITH�' NEW DEVELOPMENT 6' /c �. I 1 0. rI .a 30 10 — --I I I (1) 10:1 FLARE I T/W 652.25 T/W 653.33 I ` 2104 , o �11 �` 2108 Uhl - _ _ ROW _ (2011 2012) r(2014) I 2106) - - - - •09� (2010 2000) S 10+60.41 *C1 C� -11 2100 I' I 'TCH TO EXISTING >---1 .a EX. WALK. UAC ' - C2102 ''� I 1 - ----- --{C") CT STA 9+26.99� 2001 ® T/W 6 ,.07 �''}''� (2008 •TCH TO EXISTING "` '' 2002 ® aim 2107 r- A ( 1 I (2003 2103) 5% M = LO DINAL SLOPE, p%� C) I 10:1 FLARE • MAX *Z CROSS SLOPE o Lm C2006 _ CJI crt ma -(2004) r (2005 m E. PRENTISS ST o \ I-- —I — 1 On 5% MAX 5 LONGITUDINAL SLOPE, 2% MAX SEE SHEET V.15 FOR u. CROSS SLOPE (2200 TOP OF CULVERT cn 2 01 I ELEVATIONS o o - ,., STA 9+18.82 (2206)- • . 1 • •' N COORDINATE WI g i' NEW DEVELOPMENTell Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB 1 /N.' E PRENTISS ST OVER RALSTON CREEK ❑ 2207: - (22-'- 2204) PROPOSED CULVERT PARAPET SIDEWALK PLAN _ _ _ _ _ _ _ _ _ _ ROW - - - - Row- - — — — Station:10+00 Dote:. i TE P CONSTRUCTION EASEMENT MATCHLINEBB [ f CITY OF IOWA CITY I < 1 1 i ♦♦ FED ROAD FISCAL SHEET TOTAL n_ DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--SJ-52 STATE p15T. N0. YEAR N0. SHEETS DETAILED BY: CHECKED BY: II ng. - IOWA a IIW,P.C. • www.iiwe room S.2 75 c4 in SIDEWALK COMPLIANCE co ' Does not include curb See S Sheets Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. co,M Refer to tabulation 113-01 for bid quantities. co _ - _ _ This Data Entrx Sheet fills Tab 113-10 effective_04-18-17 in .r Staking FOR INFORMATION ONLY: M) I - PCC Distance* 6 Elevation Slope Acceptable Required Measured VALUES USED TO DETERMINE DESIGNED SLOPES O Point to Point Sidewalk Designation Sidewalk Constructed Range on this Slope Initials Remarks m O Quadrant? Point Station Offset Elevation FT FT % Pos. or Nee. 0 % 1000 1001 Crosswalk Cross Slope - No Yield Condition 6 6.00 0.18 2.9% 0.0%to 5.0% Slope required to match existing conditions 1000 6+03.33 -35.60 677.90 1000 1003 Ramp Running Slope 6 9.69 0.08 0.8% 0.5%to 8.3% 1001 6+03.35 -29.60 678.07 1001 1002 Ramp Running Slope 6 9.68 -0.17 -1.8% 0.5%to 8.3% _ 1002 6+13.02 -29.69 677.90 1002 1003 , Landing/Turning Space 6 6.00 0.07 1.2% 0.1%to 2.0% _ 1003 6+13.02 -35.69 677.97 1002 1007 Landing/Turning Space 6 6.00 0.80 0.0% 0.1%to 2.0% 1004 6+13.12 -40.27 678.12 1003 1006 Landing/Turning Space 4 6.00 0.00 -0.1% 0.1% to 2.0% 1005 6+17.72 -40.32 678.11 1006 1007 Landing/Turning Space 4 6.00 -0.07 -1.2% , 0.1% to 2.0% 1006 6+19.02 -35.69 677.97 1003 1004 Sidewalk Running Slope 4 4.58 0.14 3.1% 0.5%to 5.0% _ 1007 6+19.02 -29.69 677.90 1004 1005 Match Existing Cross Slope 4 4.60 -0.01 -0.2% Match Existing 1008 6+19.67 -15.78 677.08 1006 1005 Sidewalk Running Slope 4 4.81' 0.14 2.9% 0.5%to 5.0% _ 1009 6+19.68 -15.50 677.08 1010 1009 Crosswalk Cross Slope - Yield Condition 6 6.01 0.35 5.9% 0.0%to 6.9% _ Slope required to match existing conditions 1010 6+13.67 -15.50 676.73 1010 1002 Ramp Running Slope 6 14.20 1.17 8.3% 0.5%to 8.3% Yes Slope required to match existing conditions 1100 6+15.70 15.50 676.28 1009 1008 Landing/Turning Space 6 0.28 0.00 0.4% 0.1%to 2.0% _ 1101 6+21.7 15.50 676.17 1008 1007 Ramp Running Slope 6 13.93 0.82 5.9% 0.5%to 8.3% 1102 6+15 . 23.03 676.88 1103 6+2 70 22.60 676.76 1100 1101 Crosswalk Cross Slope - Yield Condition 6 6.00 -0.11 -1.8% 0.0%to 2.0% _ 1100 1102 Ramp Running Slope 6 7.53 0.60 8.0% 0.5%to 8.3% Yes Slope required to match existing conditions 1101 1103 Ramp Running Slope 6 7.10 0.59 8.3% 0.5%to 8.3% Yes Slope required to match existing conditions 1102 1103 Ramp Cross Slope 6 6.02 -0.12 -2.0% 0.1%to 2.0% Yes _ Slope required to match existing conditions SIDEWALK COMPLIANCE See S Sheets * Does not include curb Staking requi d by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabula ' 113-01 for bid quantities. This Data Entry Sheet fills Tab 113-10 effective 04-18-17 _ _ - _ Staking FOR INFORMATION ONLY: - " PCC Distance* Elevation Slope Acceptable Required Measured ALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designa on Sidewalk Constructed Range on this Slope Initials Remarks 0 _ _ Quadoant? Poin Station Offset Elevation FT FT % Pos._or�t ee, i'J % 2000 2001 Crosswa Cross Slope -Yi d Condition 6 6.09 0.00 0.1% 0.0% to 2.0% 2000 9+60.26 -35.65 651.17 2000 2014 mine Space 6 0.87 0.00 -0.1% 0.1%to 2.0% 2001 9+59.38 -79.65 651.18 2014 2012 Slope 6 8.33 0.10 1.2% 0.5%to 8.3% 2002 9+51.04 -29.67 651.25 2001 2002 Ramp Runni Slope 6 8.33 0.08 0.9% 0.5%to 8.3% 2003 9+47.98 -29.68 651.27 2002 2012 'ne Space 6 6.00 0.02 0.3% 0.1%to 2.0% 2804 9+47.95 1.19 2012 2011 _ g Space 6 6.00 _ 0.08 1.3% 0.1%to 2.0% 2005 9+41.95 1.19 2011 2010 Spac 6 2.99 0.05 1.7% 0.1%to 2.0% Yes 2006 '+41.95 -17.06 651.19 2010 2807 Spa 6 6.00 _ -0.05 _ -0.9% 0.1%to 2.0% - 2007 • •1.98 -29.69 651.35 2010 2009 Sidewalk Runni S pe 4 15.06 1.05_ 7.0% 0.5%to 8% Slope required to match existing conditions 2008 9 6.98 -29.82 652.37 2007 2008 Sidewalk Runnin ope 4 15.00 1.02 6.8% 0.5%to 7.8% Slope required to match existing conditions 2009 9+2 00 -35.68 652.46 2008 2009 Match Existing C ss Slope 4 5.86 0.09 1.5% Match Existing 2010 9+42 ,7 -35.69 651.40 2004 2005 Crosswalk Cros pe - No Yield Condition 6 6.21 0.00 0.1% 0.0%to 5.0% Zell 9+45.. -35.70 651.35 2004 2003 Ramp Running ope 6 12.64 0.09 0.7% 0.5%to 8.3% 2012 9+51.s: -35.67 651.27 2005 2006 g Spa 6 1.48 0.00 -0.1% 0.1%to 2.0% 2013 9+51.01 -35.31 651.27 2006 2007 • Slope 6 12,64 0.16 1.3% 05%to 8.3% 2014 9+59.39 -35.65 651.17 • 2100 9+86.33 -35.58 650.87 2101 9+87.62 29.58 --450.84 2100 7101 Crossw Cross Slope - ield Condition 6 6,17 -0.03 -8.5% 0.8%to 2.0% _ 2102 9+87.64 •5.58 650.87 2100 2102 Landi Turning Space 6 1.31 0.00 -0.1% 0.1%to 2.0% - 2103 9+95.60 - 9.56 '651:42 • 2102 2104 Ram unning Slope 6 7.98 0.63 7.9% 0.5% to 8.3% Yes 2104 9+95.62 -35.56 ,,651-.5.0 2101 2102 Ra Cross Slope 6 _ 6.00 0.03 0.5% 0.1%to 2.0% 2105 10+01.63 -29.56 '- 651:51 - 2101 2103 p Running Slope 6 _ 7.98 0.58 _ 7.3% 0.5%to 8.3% 2106 10+01.63 -36.57 "'854.S8 2103 2104 anding/Turning Space 6 6.80 0.08 1.3% 0.1%to 2.0% 2107 10+28.69 -29.56 -651..68 O 2103 2105 Landing/Turning Space 6 6.03 0.09_ 1.4% 0.1%to 2.0% 2108 10+30.37 -36.57 '-652.$0 m 2104 7106 Landing/Turning Space 6 , 6.10 0.08 1 3% 0.1%to 2.0% 2200 9+41.88 1 .56 --651. 7 2105 2106 Landing/Turning Space 6 6.00 0.07 1.2% 0.1%to 2.0% 2201 9+41.88 15.77 - 65x. -. ✓ 2105 2107 Sidewalk Running Slope 4 27.06 0.17 0.6% 0.5%to 5.0% 2202 9+47.88 15.78 -651 9 j771 a 2106 2108 Sidewalk Running Slope 4 28.74 0.22 0.8% 0.5%to 5.0% 2203 9+47.86 22.68 - 651,68 2107 2108 Sidewalk Cross Slope 4 7.21 0.12 1.7% 0.5%to 2.0% Yes 2204 9+47.84 28.68 651.67 .. a 2106 2110 Sidewalk Running Slope 4 26.04 -0.08 -0.3% 0.5%to 5.0% 2205 9+41.85 28.66 651.73 cji 8 2104 2109 Sidewalk Running Slope 4 26.08 -0.08 -0.3% 0.5% to 5.0% 2206 9+41.86 22.66 651.64 CJl 2200 2202 Crosswalk Cross Slope - No Yield Condition 6 6.00 -0.08 -1.4% 0.0%to 5.0% 2109 9+86.79 -60.10 651.42 1,4 ccv 2200 2201 Landing/Turning Space 6 0.21 0.01 6.7% 0.1%to 7.7% _ _ 2110 9+92.80 -61.07 651.50 ii 2201 2202 Ramo Cross Slope 6 6.00 -0.10 -1.6% 0.1%to 2,0% Yrs , _ of 2201 2206 Ramp Running Slope 6 6.90 0.46 6.7% 0.5%to 8.3% b 2202 2203 Ramp Running Slope 6 6.90 0.50 7.2% 0.5%to 8.3% m2206 2203 Landing/Turning Space 6 6.00 -0,06 -1.0% 0.1%to 2.0% - 2203 2204 landing/Turning Space 6 6.00 0.09 1.5% 0.1%to 2.0% a 2204 2205 Landing/Turning Space 6 6.00 0.06 1.0% 0.1%to 2.0% SW 2205 2206 Landing/Turning Space 6 6.00 -0.09 -1.5% 0.1%to 2.0% - 0 2204 2207 Ramo Running Slope 4 18.92 0.15 0.8% • 0.5%to 8.3% • E2203 2208 Ramp Running Slope 4 18.92 0.15 0.8% • 0.5% to 8.3% • w N Design For ro TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK n a n S SIDEWALK TABULATION Station:10+00 Date:. Z CITY OF IOWA CITY ro a_ _ 7 �� STATE FE� ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: "� 563.556.2464 • eoo.55s.aast CITY OF IOWA CITY PROJECT NUMBER egos-37t5(663)--BJ-52 DI T. NO. YEAR NO. SHEETS a7 DETAILED BY: CHECKED BY: IW,P.C. • www.iiwengccom IOWA . S.3 75 N u I EXTEND TRACER WIRE UP FIRE HYDRANT BARREL TO m 1) INTERNAL TERMINALS OF TRACER WIRE TERMINAL BOX AND I THEN DOWN O GROUND ROD. M CLAMP TRACER WIRE TO GROUND ROD AT SYSTEM co co 0TERMINATION POINTS. iri © PLACE GROUND RODS 6"-10" AWAY FROM PIPE AND IN r' CONTACT WITH NATIVE SOIL. 0 0 m WIRE CONNECTING GROUND TRACER WIRE TERMINAL BOX ROD TO TERMINAL BOX IS A GROUND LEVEL SEPARATE WIRE FROM THE ; . ._—AT WIRE TO THE HYDRANT RUN ...----------‘'T FIRE HYDRANT BARREL FIRE HYDRANT VALVE ©GROUND ROD NEW WATER MAIN FIRE HYDRANT TEE - DO NOT RUN WIRE �/1 UP VALVE BOX EXISTING WATER MAIN it POSSIBLE SPLICE 101 ast SPLICE EXISTING LOCATE WIRE -� `� r��\1y�1 TAPE WIRE AT MIDPOINT AIL OF EACH PIPE LENGTH "LICE ' ® TRACER WIRE INSTALLATION W/EXISTING LOCATE WIRE NOT TO SCALE \IP' EXTEND TRACER WIRE UP FIRE HYDRANT BARREL TO y— Q INTERNAL TERMINALS OF TRACER WIRE TERMINAL BOX AND -- BACK DOWN. 1 CLAMP TRACER WIRE TO GROUND ROD AT SYSTEM -# - 0 TERMINATION POINTS. C„)_+C, PLACE GROUND RODS 6"-10" AWAY FROM PIPE AND IN Y © CONTACT WITH NATIVE SOIL. �� 3"' . o. ,• v Can WIRE CO, ECTING GROUND 1O'RACER WIRE TERMINAL BOX Eft ROD TO MIN AL BOX IS A F SEPARATE IRE FROM THE G AT GROUND LEVEL o WIRE TO TH HYDRANT RUN m m a ce FIRE HYDRANT BARREL m a m N FIRE HYDRANT VALVE ©GROUND ROD �� CV e4 NEW WATER MAIN o, FIRE HYDRANT TEE 5 DO NOT RUN WIRE I ooIIIIIIIIIIIIJ o UP VALVE BOXo di EXISTING WATER MAIN ,. POSSIBLE SPLICE WITHOUT LOCATE WIRE , N Design For T 1� SPLICE TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N �- E PRENTISS ST OVER RALSTON CREEK 4 R. t�)�� TAPE WIRE AT MIDPOINT 5 ��9 OF EACH PIPE LENGTH WATER DETAILS cn Mr GROUND RODO Station:10+00 Date:. Z TRACER WIRE INSTALLATION WITHOUT EXISTING LOCATE WIREce CITY OF IOWA CITY .- NOT TO SCALE a ♦♦ FED ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 ♦ 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS 7 DETAILED BY: CHECKED BY: "W IIW,P.C. • www.iiwengr.com IOWA . U.1 75 a N co I I co Ci co 03 N n I N m TRACER WIRE TERMINAL BOX PLACE BETWEEN HYDRANT AND HYDRANT HYDRANT VALVE, IN CONCRETE: PLACE 1' FROM HYDRANT. 3'-0" IN GRASS: TAPE TO BARREL WITH 2X4 SCRAP RADIAL l OF WOOD INSTALLED BETWEEN BOX AND Cc1i ! ~ CLEAR I BARREL TO ENSURE METALS DO NOT TOUCH. ,,, VALVE SPACE iik VALVE BOX AND PLAN BOX LID IF6' GATE VALVE I MAIN FINAL �If� =11: 1 TRENCH-__, [GRADE ILjI•If p71tH STANDARD - - :U 1l l,_ "TWO-PIECE" '_I �+ - -uI I'-11. SUP-TYPE MINI IL . VALVE BOX - TRENCH19 j. SPLICE TO MAIN TRACING WIRE OR 1f=.11 ';��fl, BACKFILLI SET ADDITI❑NAL GROUND ROD f nal�fl TRACER WIRE 1 fl- j :Hell 1.11110 = I�.11.� BACKFILL WITH CLEAN 2-1/2' L.T. / 'cO H❑LDING WATER 11=11 =.;�I: SPOOL ❑R II II I vALVE Box MAIN T ADAPTOR II CRUSHED STONE T❑ 18' ABOVE - A in A I I BOTTOM ❑F HYDRANT BASE � ` MEGA LUG n THRUST BL❑CK Il:��af_- 4' - tz" '�! T �' :111-11 °„I tr-1f RESILIENT SEAT " 1 :... IC I • �': GATE VALVE � ' �.If71 _ - 111�" TYPICAL CONCRESOLTD E I = I- ;= = TTT -1L --=I C IL ,T R'�11.1 MECHANICAL _; JOINT BLOCK "II'Ii ,II' i RESTRAINED 411 AS REQ'D -SOLID ANCHOR OR SWIVEL TEE 17-L low CONCRETE =11= 0� . _r GROUND ROD BLOCK ittl 11:11III I311 =1:=11 11 & auu- -■ 144 SOLID CONCRETE BLOCK I=,1i=11 *II11=II=1f=1f=1=1 ® TYPICAL HYDRANT & VALVE ASSEMBLY 15$ GATE VALVE W/BOX NOT TO 9Gi2 NOT TO SCA18 C r_D �O m x C-} a, --- ce ,)-< 1 I"""'K ---In G'1 t rn _ oD ' N esi a, Y .�" O CA N Cu' O, o 0 vi F- w w N Design For TRIPLE 13'x8'-8" 13.5" LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK n a n . WATER DETAILS s U Z Station:10+00 Date:. CITY OF IOWA CITY 0 M a i ♦♦ FED ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS a7 DETAILED BY: CHECKED BY: "W IIW,P.C. • www.iiwengr.wm IOWA , . • U.2 75 N ,n ' / Undisturbed Boil Extend tonwt bbtlrs Ic undisturbed soil.Extavaeon into trench wall may be Thrust Block necessary. op Filling 'I 1 Forrn vertical surfaces ofpoured Concrete thrust blocks except on bearing surfe . .• ..•� Encase H Ense aung a in polyethylene wrap.Do not al ow concrete to directly contact .�.•— joints or hating beds. I ce :•o:..a. ///_--*'•` Wiley Mein / MINIMUM BEARING SURFACE(s6 tr min D of Diener., Bends Tees and (inches) TYPICAL SECTION 71io 0 450 90. Dead Ends 4 1 1 2 4 3 8 1 2 4 B 8 TEES SENDS e 2 a 7 _ u to 10 3 8 11 ` 27 75 12 4 8 16 29 21 14 5 17 21 30 26 1e 7 14 27 50 3a -.,�� I L / � ,e a n 34 e3 45 , /.7/r&/ 1 20 11 21 42 7e 55 Al I a7/� 24 15 31 - W ,,, 78 ''/s UM III ' 30 24 47 92 171 120 �C"'•'// >6 34 67 132 2a4 i73 G A / .t rrrjjj ,./�G'�/ ;C.y'�ll y— —a, /4/7 Minimum surface ewe based on weber pressure of 150 per and — _ /' asoweble soil pressure of 1.030 pal. CROSSES DEAD ENDS CHANGES IN PIPE DEPTH LEAD END A T R 'T . ' He e 1 / ,, L Use only when avowed by the Engineer,a wh specified in the co _ daxments. /1, I I4I s •.. i. / ...%-' Btrepa Mechanical Joint L r .er--`:r'� _ Elbows cote, Restrained Cap / Restrained Joints / Retainer Bland C..... TYPICAL PLAN / , F/- o cn Pe _ � 'L rStnuxlure m L .e —C) ac - ANEW 1 2, '.:...e.i 101.11 —.... IM „.4 :. ;. AidAug : _-, _Pa�°" .... 3„ .:o 1. o �4F° 7 _ri m rn m •any wz•-: a •• 5 fl �a•-t ...+ ''/ MK 1.8 x D �' erwr ew.. r;,' ,is—/, /r err ` 18"mm. I Anchor Block - y' C./1 PLAN C.J1 ` Trench i aTlsoetmcdr �• ' Retainer Mend /---.. cv ELEVATION //' •+$ Q. :a'o e,+ -''- N 46? era _ , on N .4 e/ NIIOefJi :. , Min 1IIA X 13 r •J// . e• /i r � 3 ' ,i' iNO of Conceals o w Hook --� .a :/ m / We 7.6xD • ' !/ in :o � Design For , `� TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK a SECTION A A n . WATER DETAILS a Station:10+00 Date:. BLOCKS cr CTHRUST NOT,OSCALE CITY OF IOWA CITY st n DESIGNED BY: TRACED BY: j j 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE FED ROAD FISCAL SHEET TOTAL CITY OF IOWA CITY BROS-3715(663)--8J-52 DIST. NO. YEAR NO. SHEETS a� DETAILED BY: CHECKED BY: "� IIW,P.C. ♦ www.iwetgr.com IOWA U.3 75 N i° q ROAD TA: 102+00.00 BENCH MARKS co I EL: 651.07 1 1, 1• BENCHMARK NO. ELEVATION DESCRIPTION 2 665--- PARAPET/RAILING 66'-17 " ._... PARAPET/RAIUNG 665 0 40000 656.31 B.M. 3 AOH I. 660 __..... y 28'-6y2" 3T-73/8" _._.. r- ---...._.. ------- - .... ...._....... ................. 6 60 F 20 0 40001 679.42 B.M. 1 AOH N40010 653.12 B.M. 2 RR SPIKE IN PP p 655----_____...._. ._._-. ..-_._.. _ -_. - 65 5 z w m -1.50% 1.50% � m 650 -... N --- - --- - - 650 J to BRIDGE APPROACH PAVEMENT, FLOWLINE FLOWLINE FLOWLINE FLOWUNE `" = AS PER PLAN 645 -STA: 101+19.72 - --- STA: 101+70.43 f--- 1-w.. -STA: 102+38.64... STA: 102+83. 645 cci 'a MODIFIED EL: 640.22 EL: 640.32 I . =o EL: 640.46 EL: 640.55 F= m SUBBASE 640 - - - - - - - . _�o�... 1 0.20% � z co N m - GRANULAR i j LeBACKFILL 635 ...- ---._..... _..--- a_ .. 635- - - w e TRIPLE BOX CULVERT 630 - 1 -1 idCEO ca 71 625 w co E O VN.i it Y 7 625 1ti �--1-: 711 co co'', vN j0 ,1.A oa a a,.in"' co o g g co a o co g 11v( v o0 a 8g (g ° 0 'II t:'+co co 101+00 101+50 102+00 102+50 103+00 HORIZONTAL SCALE IN FEET 2' PRORLE O 0 2D QUA ITY CALCULATIONS ARE BASED UPON 1:1 SLOPE AND �� MINI M TRENCH DIMENSION. ACTUAL SLOPE OF TRENCH MAY DRAWNG MAY HAVE BEEN REDUCED VA' BASED UPON CONTRACTOR'S OPERATIONS. SEE SHEET A.3 FOR \ i \_, ' - \ 40 = �• PROPOSED S ��•/ ii•� EXISTING STRUCTURE 1 I•,- , O \ \ 1�1' 4., CURB .......................... BOX CULVERT .. N TOP • 12" : • ' 647.1,REMOVALS \ 1 1 / \ o;��A� \ c i -� ,p m o, BACKFILL LIMITS \ - - _ . S S • 31+31.8: \\ I �/ \ /I = \ W�_ I N 08977.8 r � _ '� 2 8256.'4 o o SO END 'ROJ T --T84, 169% $ c1 ' SD MATC E TING EX 42" SAN SEWER � �6 \ , V. \ 1 � �1 5 � � �� PROTECT DURING , t S79 `� 1 �� • \^� S o 1 PROPOS'c .. • �.- mom- SO + p DEMOLITION AND , (/1 a, I SIDEWA VPI STA: 9+97.50 CONSTRUCTION >sW ' \ C/1 z''' `�1 N b co - NI EL: 650.50 C ' - PROPOSED • ^ 0. - ' \ "� \ PROPOSED I I - FL EX 7.5 FT DIA CMP:640.39 I 135' V PROPOSED iffe1CID .�_ EAST PRENTISS ST `1► 1 S LINN ST I ' L L E 1 X A__ ON PRENTI , WALL ' S / I I . I 5• FL EX 7.5 FT DIA -• �- \ C7"IWTS I « \ HEIGHT S ' - \ r *. 6_, CMP:641.O2 VARIESTO \ -� c) MATCHEX S / 0 S A 9+78. • - ' WALL EXTENSION o LOCATION -< 3�' 1 SLOPE / \4- EXISTING $', 2-1% 0 0 \ I r P 1 0E „ • fTl 3 ( 4 1 1 HEADWALL_ --• . 1 CITY OF IOWA ••ITY ••^"" 1 ' / -- t`�� -- I1� l�� - T79N R6W •� - �� _�� - � '��• -- r • • •• NW 1/4 SEC 15 /_ - - 111, ,. \. IllW-' ..�� O r•,,, s � �. _ • •_• • .• i or_ OVER SEC 15 N CA€EK Z�' r�e�/ ►iIli �- FL EXCMP:640.39 - ------\ _.--.- --•. ,;'.'� --\ _._ �/I :+�• •,1 e e ••��-s •• •..•- �`.7 i• • • �- _ FHWA STRUCTURE Ik0.500790 EI ,� / .� ��" , FL 640.48 ` cn • --O .._ I• • . • . 4•- _. 41.654379 N,-91.531686 E �'1L` 3 .ill. ,� �i i FL 640.32 ` 1D - D D D � ..0 . • •.°- • O_• _ •_. '.., _ • ' '� I�� _. D "y •AiW 2'• - •,s• •.1:• �•0_0• •10. s _ 4 __ - TRAFFIC:1768 VPD(20M) ilaue% / FL EX 7.5 FT DIA a-- 1111111 s ..I. -r �c. .m>� • • .�-��••••`,, 1.- ••• rr ► • O- ••e • •_ _ • • e • H „AI; ` } - ?�‘�;T -��Z��' -� • HYDRAULIC DATA j i i CMP:640.43 1 O• ^ �_-ti •• ♦ •• • - • o `�MiWi � •il> S D 0 --\-- D / , 1_�6 mp •1 p _ it ` - O O pO 00 O _ DRAINAGE AREA � 8.17 SO.MI. m _-: ''I� i i STA 101+70.43 . 4 102+4 4 \ es. 140•' I !1 `� \ �E" r O••O O O O \ MAIN CHANNEL SLOPE ? 18.1 FT/MI. mj �_1�• - _ • 1 _ STA 102+38.64 •i$_ _e • •O. O8 0 �� DESIGN DISCHARGE ` 5000 CFS(100 YR) > 6'�"iE . , 1us /ril��1_•�i� �- �n • - - ALA - N /' FL 640.32 1' 4 FL 640.46- - - -- it-!]iir - 0 i DESIGN HIGH WATER 6'55.23 FT.ELEV(100 YR) &_ -• '"� FL EX 7.5 FT DIA 11.1� LK / • • -STA102+83.460 �� _ _ WP r� NE • .v v� • _ SLOPE 7 STA 101+19.72', co• CMP:640.71 _I _\�\\ D /• �'� -'T' R\E - i, 0- - - - _ -- . + ..i OO OO - 6.14_ --.. REACH LOCAL) 22.0 FT/MI. a -_�� - - -_ _ - - - - _! ;; liiit� ti�=VA 5� !1' �, �= - • • O • t�•�Q� • •O.000°� ►- 71 \ DESIGN VELOCITY 93 FPS(100YR) �' - - �' � 1i r 'e• r _ • s ..Off_ • • •O C7t6• ., \O \ '� ` �� - - - - FL640.33 �' ,_ 1t 1• a, .� rr • �� . • _ • • \ o •t 66 -� � e�` -_ __ _ _ 441 _,y/ V� `" C' I mac, ,\ � ; .:• • - • _iO• • - �a•`�.�s • •.. - • _ O� 4000 ' CFS NATURAL STAGE 653.04 FT. to, a - .1 -� �� ,-'- \ t . . • %\ �• • -� • ` • .�� ♦0-O @j 0_0�CTO�• •�\O • Z' ---_--__-•4 -1-- Q,00 6000 FS NATURAL STAGE 654.38 FT. a' ' _ A i I` - I*- �� / \ \ S / WAV'f.1 r RIM 649.75 1 , • • � V �•O� O 0 lT'� �� • :ty ---. 7Rz- I � AVERT 64U.65 1 1 \\ • • O �O."• • s-0- 00�4 s • • -g�9 .; QOYFRTOPPING 2260 C S MIN. ROAD ELEV. 651.07 FT. �•.,• I� ��[( Tg, � -,s'��_XI'_ =.gH• 11\_ __ \ � •- ..O�_ • �'�� • - -� •i� _ ;- \- O 8000 CFS STAGE VNTH 657.68 FT. 1� =�1lib• -- �� V c Vig �I`�\�fTr ��'r' s•&-.i�r�f •�:1Ns�• "'c_ BACKWATER 1343. EXISTING _ �6r+9 ' �.�� END OF CULVERT BARREL- _ _�� \\\° \ \ ,\\�N` HEADWALL WAU,EXTENSION ---- - -�- CORP ✓ 650 �Ju / PARAPET AND RAILING ... �- \� FL EX 7.5 FT DIA m I �'- --- - ��"-1 g� "(10 S OF ENGINEERS NW.NO.: 14 N /65� 1 �' 3H0 % STA 102+00.00 `/ � \ FLP640471 CONC PA Design For = STA 10+00.00 0 / \ END OF CULVERT BARREL \ • n g 5 _ _653 3� ` _ _ - BOA - ' PROPOSED TRIPLE \ ,' \ TRIPLE 13 x8 -8 13.5 LA SKEW RCB N 653_ - \ ;3'x8'-8" RCB \ \ \ 1 \ss ` LEGEND PARAPET AND RAILING Z E PRENTISS ST OVER RALSTON CREEK < \ STA 10+21.6 o �,`� 1 -654- - / PROPOSED BOX CULVERT TOP \A ` '` \ 60') SITUATION PLAN • ' - \ J ; \. \o \� y0 \``�`� I I PROPOSED BOX CULVERT FLOOR i i 1 \ ; \ \ `\ O PROPOSED 4" ARTICULATING BLOCK \1 MAT OVER 20 ENGINEERING FABRIC HORIZONTAL SCALE0 IN FEET StOtIOn:�O+OO Date:. o PROPOSED CLASS E REVETMENT �� CITY OF IOWA CITY n SITUATION PLAN v.:, Y OVER ENGINEERING FABRIC DRAWING MAY HAVE BEEN REDUCED i •♦ FED. ROAD FISCAL SHEET TOTAL I, DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE DIST. NO. YEAR NO. SHEETS a7 DETAILED BY: CHECKED BY: "� BROS-3715(663)--8J-52 IIW,P.C. • www.iiwengr.com CITY OF IOWA CITY IOWA V.1 75 N ul Ico TOP OF CULVERT co SEE V.15 - CULVERT TOP ELEVATIONS _ I 7 SPA ® 1'-6; 5e BARS 1'-3" 1'-3" 7 SPA © 1'-6; 5e BARS 6k ALTERNATE 4e M 1'-3" 5k9 4k SPACING 4d4 0 9" SPACING n to Se Se N U iti • m 4111 i7!° 4e 4k ALTERNATE �� 4e 4k ALTERNATE ° mcill 5k SPACING 5k SPACING — 4e NCJi rip 4d3 ® 9" SPACING • • 1'-0" 1' 0" vn 11 SPA 0 1' 0; 4e BARS 1'-0" cn CD x . � D m i g" :.°: o \' .113 0" eo /i m v 13.-0" 13'-0" ro 1 I ¢ _ 0 ®� ill 6a2 STAGGERED ® 9" SPACING _ �_ 1'-0" 1'-0" 1'-0" 11 SPA ® 1'-0; 4f BARS TOP rn¢ 11 SPA ® 1'-0; 4f BARS TOP 1 0" 4a11 ® 9" ' <)" , .. • • N SPACING I d b 111.11.1TOP OF CULVERT FLOOR I� ALTERNATE N v 4b I.'ki M __,,..) p1 ", . , ... . , _ . . . . % .. _.. ,, . . •� �� SPACING 1 III III 7 SPA ® 1'-6"; 4f BARS BOT • ill 7 SPA © 1'-6"; 4f BARS BOT 1 5m 6m25 3:- al1'-3" 1'-3" 1'-3" 1'-3" ALTERNATE M o BARS SPACING ®BARREL SECTION LOOKING NORTH NOT TO SCALE BID AS DECK SURFACING (CLASS 0 PCC) PROPOSED OF 1'-0" E PRENTISS ST 6" #5 012" OC EACH WAY DECK SURFACING 6" RAIL"I 1.1 RAILINGPLACE PARALLEL TO STANDARD STANDARD ROADWAY AND PARALLEL TO G II/ 11'-0" SIDEWALK CURB BARRELS VARIES 3I'-0" MIN) CURB SIDEWALK SIDEWALK i) _ ( VARIES • VARIES SLOPE 1.5% c a I •' w cn �.� w (PERPENDICULAR TO �) n> • " TO g) • Mil in IMMEIRT- • ° : .1 • 4 - -: .-- . ' .'t ; •-n, • .• . • '. ••:. •'..• -: • •• • • '• '• . . Lumpo ..— 1 •_°� •. 7 . _ ° �° ` , _ �� •� • ° l.1 ti- • ° 4. • • • •-.. •fir - • °' ° .S PERMISSIBLE PERMISSIBLE PERMISSIBLE z aJ (3) CONDUIT, 3", 1111111.1.1111113 CONSTRUCTION CONSTRUCTION CONSTRUCTION -mci PVC > JOINT JOINT JOINT m m #4 ® 12" OC EACH WAY s PLACE PARALLEL TO a CULVERT TOP SLAB REINF N ROADWAY AND PARALLEL TO TOP OF CULVERT STRUCTURAL CONCRETE BARRELS SEE V.15 - CULVERT TOP ELEVATIONS SEE V.5 & V.6 (RCB CULVERT) #4 0 12" OC EACH WAY n PLACE PARALLEL TO Q. a PERMISSIBLE CONSTRUCTION ® CROSS SECTION ROADWAY AND PARALLEL TO BARRELS N5 JOINT STA 9+78.40 NOT TO SCALE -- TO STA 10+21.60 N cn 3 0 w N Design For N TRIPLE 13'x8'-8" 13.5• LA SKEW RCB n E PRENTISS ST OVER RALSTON CREEK a n S BARREL SECTION AND CROSS SECTION 0 Z Station:10+00 Date:. ce CITY OF IOWA CITY 0 M a i ♦♦ FED. ROAD FISCAL SHEET TOTAL DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. N0. YEAR N0. _SHEETS a� DETAILED BY: CHECKED BY: "W IIW,P.C. • www.iiwengr.cwn IOWA V.2 75 N 4-) 1, APPROACH 3'4° CHAMFER I PAVEMENT "E" JOINT FYP co E JOINT *Li** u I ° d ° 4 4 1\ 4 ° 4 ° ° ° ADDITIONAL 4o co 0 ° a SIDEWALK. ° ° ®ADDITIONAL TOP BETWEEN ® TOP BETWEEN m a ° 4 1'°1" S REINFORCED ANCHORS d ° ANCHORS P.C. CONCRETE, 12 IN. : �' SEE #### 651.96 • a • o Z 0/2.4y e -. ° d] 'inriwaimill MI ° • • 11111I'" 5d1 ° • PERMISSIBLE °° 4d4 ° 1.1 CONSTRUCTION 1.3 JOINT d° 4d3 � 113111.1 649.83 ° r 4 I • • I� 4d5 ::6©©6O:c Ln w 4o • • 3'-6" #5 DEFORMED 1'-0" w cc) STAINLESS STEEL BAR 02'-0" OC d I TO BE PLACED WITH CULVERT 4n 018" OC 1�' ° 4n ® 6" OC w ®PAVING NOTCH • •,.,,, .., AT PCC APPROACH Na?7e Seats coTOP OF APRON WALL ° AT NW WING NOT To SC.11 4n e 18" OC• e \ • • /yam 1'-0" SIDEWALK • ° PAVEMENT "E" JOINT NO SOIL SHALL BE BACKF1LLED BEHIND ° o THE WALLS AT THE APRONS PRIOR TO ° — • e ° POURING OF APRON CONCRETE. ° ED ° ° e •° ° -< I -r. W ° III �"I(� �A° ° d 1, 1" ° 4o ® 15" DC <, �� • 11 5f & 5m ® 12" 4m13 0 18" •C 6" 4" ° O `�.. p? OC EW d� o• •• IMt 1r 4f HORIZ (,jI �� N I i, 0 18" OC a e • • • } 4d4 1�� IIN _ ° ° e r e ° d ° • ° • • a 7 4d3 6m26 _apilii 3'-0" 0 6" OC N r 2x4 id 0.1 f- 10' 0" 1' 3" KEYWAY N A I rnI' I 11'-3„ 11 0 3'-6" #5 DEFORMED liw STAINLESS STEEL BAR ® 2'-0" OC 0' TO BE PLACED WITH CULVERTri 3 NOTCH APRON WALL N Q)PAVING AT PCC SIDEWALK NOT*o V.s 12' MAX NOT TO SCALE Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB E PRENTISS ST OVER RALSTON CREEK a WALL AND PAVING NOTCH DETAILS U 0 Station:10+00 Date:. CITY OF IOWA CITY 0 a n •DESIGNED BY: TRACED BY: I• 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE FED. ROAD FISCAL SHEET TOTAL BROS-3715(663)--8J-52 DIS . N0. YEAR N0. SHEETS a DETAILED BY: CHECKED BY: "W IIW,P.C. •• www.iiwengr.com IOWA V.3 75 N .1 NORTH cco HORIZONTAL SCALE IN FEET ii 0 5 10 F; OMEN 5 1 M rn DRAWING MAY HAVE BEEN REDUCED cr 0 0 i .m3.3' r,il � cv Os M LIc9 I.mn ,�0�j28' 33�8,.P PRPP70m I \ 96. , w`n • i� 1 < i/J /J ^a / u o /// 11 I� I•� f�liti I it tr ° CONSTRUCTION ui JOINT 30" A. •CO RCP (/ / �r FL 646.59 t L•� �� 111111$ FL 644.99 /11 / I /�� r MI15' RCP y / I l {cn l tr / r JOINTCONSTRUCTION! o / cn cn _ n 90 rn /� / r s W 9Q0• C I� ®ll // / if188.1 1 h s. - �- eg e 1 > rr,;....R NI i .• 11• 11 l trot ...,�4. 0 1 I W I `t co --in cn ¢.�.' Q 91 N �{ / !� 11 r '�'`•(��'� .� i • i N 13'_0" r I // W / Io O z a J e" /{ .. n /J © 13,°" /J FL 643.07 o ® t�17 °N° in // Q 9• o, e .ir CO o I 'OD'esi /f C I r 1 ® 13`0" B" o " 36" RCP N (0 ° II / f 1 ,�. N `° /Ii ri0) f M � 01 {/ '-' rr r N • 0 w n, {�f / 11l Design For In N 11 /i / TRIPLE 13 x8 -8 13.5' LA SKEW RCB ti �l 1.7 rr �s E PRENTISS ST OVER RALSTON CREEK J1 11 t OVERALL SLAB PLAN o rn Station:10+00 Date:. 1 ® OVERALL SLAB PLAN CITY OF IOWA CITY n e i ♦♦ FED. ROAD FISCAL SHEET TOTAL DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS 3715(663)--BJ 52 STATE DIST. NO. YEAR NO. SHEETS a� DETAILED BY: CHECKED BY: "W IIW,P.C. ♦ www.iiwengr.wm IOWA V.4 75 N 1 3 f 1'-3" I SPA ® 1',3" ...111111111110116.. co 7 :. If, _1p.,s�=s NORTH co SeJ J SP 1'_3"1-6 A.ky 1•_ HORIZONTAL SCALE IN FEET A ® 1 10' 3 0 5 10 '1p_ "8 1' mom `r SeJ SPA ® 3" DRAWING MAY BEENREDUCED u)i o Z:.; ,714k co m * Se8 II M...` rn / M�'h ` iii*t' I / Iiiiiiiiiift l; a;' II O N � / y N�" sh O Qp:., Y No/ CONSTRUCTION ® llµ ° :-,,,,,-(5 M'`! JOINT 10,78.....i. Q . 0 0 C O o'h ` `\:♦ � I:I: I �^O Ip� �tbNOTE: •.. / �� ^® li 11ALL LONGITUDINAL =` o`y'Y BARREL STEEL SHALL ao EXTEND AT LEAST TO N 11 J SPA ® /-` �M�' -co THE BACK FACE OF 10, �6" BARRIER RAIL Ses J / N U 1-3,. SPq ® 1-s• • ¢� o S y• CONSTRUCTION . 1',3.. J SPA 1 " �w �.o C" M��' _JOINT 1 `1p'5B". 6 -.. • m CD -.► Ses . ® . n n O - • - �•� 1', e o ® '.J' --4 -C r. - 3" Q 414 \ c is to (" -G // siha,., _ :<r-r, ... i i , ,,,„ , a„, ,_,, = r...,„. Ual. x ;-.1.; ' f' 7 s Q I co :`�oN v i>J �� C.PI ry /62:°8-) � p 1:,.77 NI N � 6k ® 3'-C p c� BETWEEN m h ? BARS' C 11 ce W :is.r U > m /I/ v a co ® Yocia / ) . h co N ® IO O / I O m I 11 11 to O c" l orn rn o 0 • o l Q a N Q p �I��` , �* Design For r, a1 TRIPLE 13'x8'-8" 13.5' LA SKEW RCB NI ° I/W'�7-6" =, �_ E PRENTISS ST OVER RALSTON CREEK �% -� i�iw Mrs . S _��_ p TOP OF SLAB REINFORCING PLAN 0. liessiritiis ...- 0 J SPq ® 1•, " J SPA ® 1 7 SPA ® 1•_ " Station:10+00 Date:. ® TOP OF SLAB REINFORCING 1'-3" =10_6"• s r_3" _1p._s" 1.3" _10._6" s CITY OF IOWA CITY o 5e6 5e6 5e6 n1'-3" 1'- 1', a 3" 3• i I ♦♦ FED. ROAD FISCAL SHEET TOTAL �_ DESIGNED BY: TRACED BY: 563.556.2464 •. 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIS . NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: "� IIW,P.C. • www.iiwengr.com IOWA a V.5 75 N co 11 spA 1'_ ullllil11ulllu,,.. co ��, =11""0®4e 0" NORTH BARS 3 co 11 SP 7 0' 1_ HORIZONTAL SCALE IN FEET I a =17' © 1'_0" 0" 0 5 10 o> g)18BARS• 4e4 11 1'_0.. �� M I A ® DRAWING MAY HAVE BEEN REDUCED P m 11 co. BARS 4 rn lI ® 'o/ Q cL c' a N h N m ,'Y o rn^I st111 in 11Q. /LtO j`N /,,,ts. � N JOINT ""...."ft."%ft,l v `." NOTE: II 11 i i / ALL LONGITUDINAL ® �' BARREL STEEL SHALL Q ® IT / EXTEND AT LEAST TO ra Q. 1 SPA ®TCOFco i'_0" =17 . 1—0" /'cOSP l N • 4e1 -6\ ', tw- CONSTRUCTION BARS Nam.,- `=` JOINT / i.`0" ;_ 1 SPA ® i•_0. Q = . 0" 0"• -G C) µ° `�. BARS 4el rj--1 "C ......, o �� , r / , 01 ".•:Z.* ''''-is Q CO �;.. �' Po to o) I o ^ v Cll ll 1i N �W / rp 0 0, N C 11 O a Cl. 11 a O 0 0 Q a)M CI- rn M Q •.a a I r a 6565 O / 0 j c' O 3 rn / /® n = ra i Q. 0 �',\� 7 ^ �, 1 �`_` Design For N ^ 11 ry°' `!``�� E TRIPLE PRENTISS ST$OVER5' LA SKEW RALSTON CREEK BOTTOM OF SLAB REINFORCING PLAN a Z1/ sPA ® i', " 171SPA ® 1'_0" 1\ 111SPA ® i.,o" Station:10+00 Date:. BOTTOM OF SLAB REINFORCING 1•-0" =11•-o'. 0 7'-0" o 0 ---Cr' o BARS 4e2 BARS 4e2 BARS 4e2 CITY OF IOWA CITY a n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE FED. ROAD FISCAL SHEET TOTAL CITY OF IOWA CITY BROS-3715(663)--8J-52 DIST. NO. YEAR NO. SHEETS E DETAILED BY: CHECKED BY: I "� IIW,P.C. • www.iwengr.com IOWA V.6 75 N N co .•mlllii11l11lllll1... I I l I / NORTH II,' / I / co l I I I HORIZONTAL SCALE IN FEET iri l I l I 0 5 10 n I Il I o IIII DRAWING MAY HAVE BEEN REDUCED m 1 /I I % IIlIIIIIIIIIlI I/ I��' I III IIlv IIIIII13_0" • THICK I l I/ REL FLOOR Ii I I 13•-0" II l n\d' I 9.. / / I / 13, " / O I 0 it I 9•• / ::/ / / / / / / 'd WAIL / / / .: «.t Co\ 40—g" ys 10,0" / Q� 3" 0 .. / 1 WACC" i 77' C"' CP iQ,0" // N 6" THICK 11)¢" THICK ( FLOOR // FLOOR 3" M�� _o 1 11l¢" THICK \ �O ��O FLOOR , o \ / 7o m p+ m a ce / r. v t::::,:_5/, -Ia N n m N N O( a ��V' ( > 1 SOUTH APRON PLAN o V� 1.7 11)¢" THICK 'yam w FLOOR L • Z Design For J N I j3 TRIPLE 13'x8'-8" 13.5' LA SKEW RCB 0 E PRENTISS ST OVER RALSTON CREEK 5 ‘iiii\i ---- --% / SOUTH APRON PLAN a Z Station:10+00 Date:. 0 11•-25/8" CITY OF IOWA CITY a i •• FED. ROAD FISCAL SHEET TOTAL �_ DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIS . NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: "W IIW,P.C. • www.iiwengr.mm IOWA . a V.7 75 N / /// / / / a0 to / 11 SP 11 / Illll1�ll1ll11lllw,. likai l _ 11 A ® 1-° i i iNORTH HORIZONTAL SCALE IN FEET co li °% 4f1I1 / 0 5 10 •n l '11 SPAS 1_0 / I lI lIdld// 4f1Emma rn / I / 11 SF / DRAWING MAY HAVE BEEN REDUCED Ln 0 N c 11 A i-p °� 4f1 l%A%4%lo / /11/ co / :�- FI 11 lia�° M / I / I II / I I 1 / I Il l / I i.� I / I I I I I ") ;_ / I I l I 11 ® / 11 I / / / Il / / / I Q. / / / 113" THICK 1 / I co Co 1 I I BARREL FLOOR 1 1 / r O o / lI Q N / / Co1 r4 / / / I / I / I 11 V. I I I / /cNi Icil I II 1 / I 11 / 6m6 / \ io / (11'-0)/ l I l I / ;l Al I l/ll/ \ . I /n am12 / ,® co a 1,`Ill II,G �2-5) 6m6jl. o lldlpll0) BARREL ro Ill llll,01/` 6m8 /I REINF -'d Il` ti IIAIQII� 6m7 Ipll_ . RI 1 le ////F ' ' I/II� APRON REINE 11) THICKhJFLOOR `/° � ocoNJl. N ^ \ -- 6" THICK O IFLOORTHICK of Q 11 FLOOR ('7 <C. ! ® h 11 ao as s o = N � 1/�ll�*tar N �' C.1 .,-5 0 / lem m on I s 111:1111:\ 3�0' 6 h1yP Qo5 �� 85 ro m of coN ' 11)" THICK11 rn ��, FLOOR / c / `�� / �� ® SOUTH APRON TOP REINF PLAN gtAp1 3 L7 \ w ��la . �Q I I/� ry Design S.A.� �� ry TRIPLE 13'x8'-8" 13.5 LA SKEW RCB N 1 A L% MP E PRENTISS ST OVER RALSTON CREEK • S s• p sP% 4f51&s4fs i ='SDI SOUTH APRON TOP REINF PLAN SP cn 3" 3+ 20'SPA O 1'_ Il 10A6 1_6 Station:10+00 Date:. p• 5" & 5fa 3" 3` & arlo 4`9 s• CITY OF IOWA CITY a 0 n ♦♦ r FED. ROAD FISCAL SHEET TOTAL DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER I BROS-3715(663)--8J-52 STATE DIS . NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: II W 9 IOWA . a IIW,P.C. • www.iiwen r com V.8 75 04 co r \ I1 I / I 9SPA 11111 �� 11111.... CO pr s t3_so 4f1s I / 1 i I NORTH H s 11 II , lily j-- I / 9 Spq O I / I HORIZONTAL SCALE IN FEET co lin•• ' 13' 1';6 1 I I 0 5 10 ZS !ddr 6 4f16 , , I 9 % PA I wi i 0 t•_ 1 73 DRAWINGREDUCED co N 6 ' 6 m ;oil I,III IIIi i n•N1nlir� � 4f1g rdI iii: 1I l I / II I / I u/ I I I II , IN / 1 / l / I B I II ! / 1 • I II II I O1 I I I 11)¢" THICK / , , 0 / I I BARREL FLOOR 11 1 Q I I , II I a , II I I / ! I , ! h I II / / 1 , II I , I I II lI I / 11 I / 1 I 11 II I , II II I • II II 1 cb Gi/�i�_ I ! I I I e ��• 1 , 11 I of /IM 1 /6 I BARREL t� jI1 ! REINF ry II,' � �_ I ,� ,I ---�:�, o N �� E �„•im za •v' 13 co •�i ice• C"') CD .._.ri.<I / "4 APRON >-74 .,..... co REINF 11J¢" THICK �E C7"< / FLOOR --'l C) io iiiiiiiiiiiiiiiiiiir n° -< va, i y O •S,• 6" THICK N *- a• FLOOR 11J" THICK 4 O J; "" *"" •iu FLOOR '�- M 7� O Y' cn { Q • r i , :,Al:: r \F m `° / '%�� a \ / C 0. \ /� o 0 N \ / f'• •O \\ FLOOR HICK / / 0 3 6 / / I% 003/41 o w Cl) mi. 1111/44b _ Design A ii r/ C)SOUTH APRON BOT REINF PLAN TRIPLE 13'x8'-8' 13.5'rLA SKEW RCB IV 7 \ �,� E PRENTISS ST OVER RALSTON CREEK t, O, In 10.SPA 0 1.�6 OL�o $ 0 9 �� 0 % 4f2p 4f?1 .•�0 Vili\` ' Gg o`�Fry SOUTH APRON BOT REINF PLAN /� CO N ....1 o 1p7s q o 1ys $ Station:10+00 Date:. ix 4f22 4f?3 CITY OF IOWA CITY In a - i ♦♦ FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--6J-52 STATE DIST. NO. YEAR NO. SHEETS a� DETAILED BY: CHECKED BY: "W IIW,P.C. • www.IM'ergr.com IOWA . V.9 75 N ^ LO V I NORTH to co HORIZONTAL SCALE IN FEET ,f 0 5 10 n 42.-6" anon ammo I \\ DRAVANG MAY HAVE BEEN REDUCED 0 \ c \\ cc \\ I M\W CJ 4: \\ \ yN \\ / \ / \ \ 3"//11X" HICK \\ / FLOOR I / 1,0" 10•,0,. WALL ��I/, / / 4p,6„ / 11j" THICK FLOOR 6 THICKi FLOOR yN / /3., � n Of......JONSTRUCT10N nr. JOINT cp SLAB ABOVE /A \ / r. illy /(lj1/T/ \w IIIIIIII.r // 11Xz" THICK / o // BARREL FLOOR / m // Il I lI I it - CO > /I a y., /I I l / ) WALL Lill 1 I I I I a I/ I rn / 13,0" �I N l III l I 0, ZO / / 13 I > NORTH APRON PLAN NJ vio lill �/ /1 / IDesign For /1NJ CONSTRUCTIO TRIPLE 13'x8'-8 1 .5 LA SKEW RCB NJ � JOINT E PRENTISS ST OVER RALSTON CREEK 2 iio t i i '/� NORTH APRON PLAN to jlj Station:10+00 Date:. ir iii ii CITY OF IOWA CITY i l II Il III a II I r, •DESIGNED BY: TRACED BY: i� 563.556.2464 •• 800.556.4491 PROJECT NUMBER STATE FED E CITY OF IOWA CITY B _ DIST. N0.ROAD YEARFISCAL SHE N0.T SHEETSTOTAL a DETAILED BY: CHECKED BY: "� IIW,P.C. • www.iwengccom ROS-3715663--BJ 52 ( IOWA • V.10 75 N u) I ..nNlll Ilonlr,,. 00 s• SPA NORTH co • 4(1 _ 1 oI_6.. 6 HORIZONTAL SCALE IN FEET co � 13'g� 0 5 10 -it 1 g SP r_ r_ 1g'_ 17, A 1_ n o Arre4446.4.44, / 0� Sf1z & Sf13g� 7qDRANING MAY HAVE BEEN REDUCEDct ` SP m 3" 4f1 '0 6';`6 l/ll��r 4 & 4f15 F J��D 6' leilese ualiV `• coo Sm19 ; 6 /I/ (VARIES)E �at co REINF 11)¢" THIC o sr to tie FLOORII / /•�%0.N ,/��!�� 0is / Bq hi llifi` co N I 11)¢" THICKI REN .�Q FLOOR �lco �� 3 "® •' co cnh \ p 6" THICK 2oa co 11 11 6m9\ :' E FLOOR �N�,/ (VARIES) 0 ., 8 SPA 0 1'-0 \\ co 1 ® n� '�/011 ` 11 / P.:--e , r-3 ryCD mot? Q II plirilliftilleies (5VrnAIR7IES) *C") 2 —'11y�.• f APRON �{ C�of Fn^ c/ lot o ; REINF '‹ F �/Nii�;4, lio .. iiii ' -.�' r�I �®s , z� 1om.11� f -rn r"! Fl�:l �� ` =1F BARREL C ' 4IL'ir' " ONG) REINF ICK� I FLOO11 coco N c " fie?rL ,I4f4 I li e. �� f 24SPA ®esi o 1� 1'-,; �w > NORTH APRON TOP REINF PLAN `liacn 3 � t•NN � '. 6m6 Design For (1,'-0 LONG) TRIPLE 13'x8'-8" 13.5' LA SKEW RCB co H ML101I E PRENTISS ST OVER RALSTON CREEK 6 4f? I/ v R. a.04, NORTH APRON TOP REINF PLAN so IIStation:10+00 Date:. 4,2CITY OF IOWA CITY i1 0, a ♦♦ FED ROAD FISCAL SHEET TOTAL DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. _ YEAR NO. SHEETS 7 DETAILED BY: CHECKED BY: 1'W IIWP.0 • www.iwengr.com IOWA V.11 75 to N 1 .,nlll1111l11lllle,.. I 6' $,10 801.`6 NORTH 1 111 4f2¢ HORIZONTAL SCALE IN FEET n M 1 DRAWING MAY HAVE BEEN REDUCED 0 (N ce Co 16 .._on:111_110 .7% \\\ \\\\\\\ ___________ 1l� ., I /'Rory c,..r REINF / 1,6 / /4f16 Ii1.4 �; I 11V THICK &ARR ' FLOOR cloy RE/NFL +H N \\\ 1l co rn F \ / O h \ I h a ,-) \ 6" THICK / h C7 G' N y / \ FLOOR ,Z" C cp of 74 \ •ii i7 1 'y \ / i C7 r- -73 O a+ �61 � ?0 SPA O 1'-s% 4f1 APRON © *m.«r Q N. iiii* / REINF � ��i iii;..� I(_' 1Jr " 1)i" THICK I/ ;. BARREL NFL ��li h BARREL FLOOR ii„il:i aQ M ~o �� °!! h IT 03 m � 1y11\I'll, 0 a N / � a 4 /� N/NI/ ONN �� /Ni cooesi NORTH APRON BOT REINF PLAN (NN ,/ /iiii ' lIa' 1I/ IoIIlNI Design For N1, a sPA � TRIPLE 13'x8'-8" 13.5' LA SKEW RCB /J_6° /'—si , E PRENTISS ST OVER RALSTON CREEK 4ri S ' 13'-s° 4ry6 ''" NORTH APRON BOT REINF PLAN 47, Z + 1SPA 1'-s Station:10+00 Date:. / 4>77 !///// CITY OF IOWA CITY C, i •♦ FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 ♦ 800.556.4431 PROJECT NUMBER STATE YEAR SHEETS DETAILED BY: CHECKED BY: "W 9 com CITY OF IOWA CITY BROS-3715(663)- BJ-52 a IIW,P.C. ♦ www.iiven r I WA V.12 75 N 0 I, c0 I I (0 co M NE WALL: 28 SPA ® 1'-6; (29) 4n1 NE WALL: 83 SPA ® 6"; 84 NW WALL: 21 SPA 0 V-6; (22) 4n1 ( ) 4n2 I U) NW WALL: 63 SPA c 6"; (64) 4n2 m r 00 111111I111II1111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII 0 0 IIIIIIIIIIIIIIIIIIIIIIIIIIII S 111111111111111111111111111111 CO COIIIIIIIIIIIIIIIIIIIIIIIIIIII 00 rA J J 1111111111111111111111111111 J J 3 3 r 1111111111111111111111111111 3 3 LA LA zZ zZ INSIDE FACE OUTSIDE FACE ®NORTH APRON RETAINING WALL 0 v o --- n-< �1, SE WALL: 44 SPA 06"; (45) 4n5 & 66 SPA 06"; (67) 4n6 SE WALL: 14 SPA 0 1'-6; (15) 4n3 & 22 SPA CO1'-6; (23) 4n4 SW WALL: 37 SPA 0 6"; (38) 4n5 & 67 SPA 0 6"; (68) 4n6 :74n SW WALL: 12 SPA ® 1'-6; (13) 4n3 & 22 SPA 0 1'-6; (23) 4n4 _ .m Ni-10 0 0 f fo •• ...... ,0,. a ` IIIIIIIIIIIIIIIIIIIIIIIIIIII �� 3' rn IIIIIIIIIIIIIIIIIIIIIIIIIIII a_ . . IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII0. ®® 4111111111111111111111111111 <.:( N� 1111111111111111111111111111 COC 1 1111111111111111111111111111 J J CD J3 3 ► II IIIIIIIIIIIIIIIIIIIIIIIIIIII 3 3 4o3 & 4o5 m w 3 �co 3 rn rn a N INSIDE FACE OUTSIDE FACE m CDV.13 SOUTH APRON RETAINING WALL 0, 404 & 4o6 IV OJ 3 rn X Alt ,,, Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB NJ E PRENTISS ST OVER RALSTON CREEK a ? 0 SOUTH APRON RETAINING WALL APRON WALL REINF 5 SPLICE DETAIL tn Station:10+00 Date:. CITY OF IOWA CITY cl 0 < ♦♦ FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE DIST. N0. YEAR N0. SHEETS i "W IIW,P.C. • www.iiwen r.com CITY OF IOWA CITY BROS-3715(663)— 8J-52 IOWA V.13 75 a DETAILED BY: CHECKED BY: 9 04 GENERAL CULVERT NOTES: coI M ° THE RCB CULVERT SECTIONS ARE DESIGNED FOR HL-93 LIVE LOAD AND EARTH FILLS OF 0 FEET AND I 1'-0 PAVEMENT SURFACING THICKNESS OF UP TO 1'-6. M co 2" CL. THE RCB CULVERT SECTIONS ARE DESIGNED FOR CLASS 1 EXPOSURE CONDITIONS EXCEPT: CLASS 2 EXPOSURE '� TYP. CONDITION IS UTILIZED FOR THE SLAB DESIGN IN 0' FILL INSTANCES. r` A I THE TOP SLAB SURFACE WILL BE FINISHED IN ACCORDANCE WITH ARTICLE 2301.03. MICROTEXTURE SHALL BE m PERMISSIBLE CONSTRUCTION 7' o o •' I APPLIED LONGITUDINALLY (PARALLEL TO CENTERLINE OF THE ROADWAY). MICROTEXTURE SHALL BE PLACED ON m I JOINT BEVELED 2x6 KEYWAY 4i1 06 I 5t1 —� THE ENTIRE TOP SURFACE OF THE TOP SLAB EXCEPT IN THE AREA WITHIN APPROXIMATELY 2 FEET OF THE o 6P J. PARAPET OR CURB. M IF NECESSARY TO PREVENT DAMAGE TO THE END OF THE CULVERT SLAB OR CULVERT WALLS FROM U CONSTRUCTION EQUIPMENT, AN APPROPRIATE METHOD OF PROTECTION APPROVED BY THE ENGINEER SHALL BE 4 PROVIDED BY THE CULVERT CONTRACTOR AT NO EXTRA COST TO THE CITY. PAVING NOTCH DOWELS SHALL BE STAINLESS STEEL DEFORMED BAR GRADE 60, MEETING THE REQUIREMENTS OF ` SECTION THRU PARAPET MATERIALWITH THESWEIGHT52. THE 0F THE EPDXYT OF COATEDE STAINLESS REI FORCINGSTEEL PAVINGSTEEL. COSTNFOOR HSTDAINLESS DOWE STCOL BAR IS TO ISETOINCLUDED 1/ 1Y2" CL. 2}¢" CL. > < INCLUDED IN THE PRICE BID FOR "REINFORCING STEEL—EPDXY COATED". / \ \ ,< 1 —3 I ALL CONSTRUCTION JOINTS SHALL BE FORMED WITH A BEVELED KEYWAY EXCEPT AT BELL JOINTS. ALL BEVELED \\ 2" KEYWAYS SHALL BE CENTERED. KEYWAY SIZE SHALL BE 2x4. THE BEVEL SHALL BE LIMITED TO A MAX OF 10 CLR SECTION THRU CURTAIN WALL DEGREES FROM VERTICAL. _ DESIGN: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 7TH EDITION, SERIES OF 2014. ...--"j DESIGN STRESSES FOR THE FOLLOWING MATERIALS ARE IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE k SIGN SPECIFICATIONS, 7TH ED., SERIES OF 2014: REINFORCING STEEL IN ACCORDANCE WITH AASHTO LRFD SECTION 5, GRADE 60. CONCRETE IN ACCORDANCE WITH AASHTO LRFD SECTION 5, f'c = 4.0 KSI. i --• 2' 6" PROVIDE EXISTING It. :4 yip 5s1 ON 4 GROUND 44;p SIDES OF A$. OPENIN'- ► BACK OF ¢y; CURTAIN O. WALL r.,ra .e.ra Alev .r,Aa: PRO .E 5s1 ON 4 3'-0SID • ® 45• ANGLE CLASS 23 EXCAV. TYP TO " HEDULED REINF PAY LIMIT CURTAIN WALL ryG'� CLASS 23 EXCAVATION ti 13'-13/g" -6p21 8 SPACES 0 1.-3"; 5t1 = 1 V-0" 0/2" to 1'-0" TYPIC A OPENING F© ' •I'• 11'-9Y2" .,co ".� .. so< 5Y2" 1°3/8" —I n SOUTH CURTAIN WALL PLAN =ern 7 ' mit N c• 1'-2eri )j" 42'-67 1'-2Z" 63/8" n. 1 /8" °'C. �,3 r —6P1 w _ _ :• : r • . 1 < o �- r' : 1 0. ti ' • i C' • _ °'i Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N �1'-0" 34 SPACES ® 1'-3";`5t1 = 42.-6" 1'-83/8_ E PRENTISS ST OVER RALSTON CREEK in 45-23/8" • . 7CULVERT DETAILS AND NOTES 33/8 \.-- CULVERT , Z Station:10+00 Date:. re NORTH CURTAIN WALL PLAN CITY OF IOWA CITY n a n DESIGNED BY: TRACED BY: •• 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE FED. ROAD FISCAL SHEET TOTAL CITY OF IOWA CITY BROS-3715 663--8J-52 DIST. N0. YEAR N0. SHEETS a DETAILED BY: CHECKED BY: "� IIW,P.C. • www.invengr.com ) IOWA V.14 75 N N I CO I r) (0 ro 1 I N 0 co m 1 G© �7 4�1® 4� 2.5 2.6 (._ 3.4 4.0 STA 101+71.56, 21.00' L 101+77.73, 21.00' L -\ T- T/S 650.28 /_STITAs 650.29 \ STA 102+12.19, 21.00' L \ STA 102+33.60, 21.00' L \ STA 102+57.78, 21..0' L• \ STA 101+65.39, 21.00' L _` T/S 650.36 T/S 650.40 T/S 6 1.45 T/S 650.27 STA 101+94.96, 21.00' L A T/S 650.33 SO of ,' Ii1 4 1 STA 101+79.47, 13.75' L 1 \ 1 .� �\ / T/S 650.30 STA 101+96.70, 13.75' L STA 102+20.70, 13.75' L STA 102+46.30, 13.75' L STA 101+73.T/S 6 .29 T/S 650.33 T/S 650.38 \\ T/S 650.43 / \\ \ j � //© 1 - - - - \ / STA 101+67.13, 13.75' L STA 101+81.12, 6.88' L \\ T/S 650.27 T/S 650.30 STA 101+98.35, 6.88' L STA 102+17.70, 6.88' L ` STA 102+36.11, 6.88' L \\ ` \+ STA 101+74.95, 6. ' L \ T/S 650.34 T/S 650.38 T/S 650.42 \ T/S 65 .29 \ 1 1 \ \ \ \ / e O - - - - - - _ �\ 'AI -aj - / STA 101+68.78, 6.88' L ST 101+82.77, 0.00' ! `, / o T/S 650.28 T/S 650.30 STA 102+00.00, 0.00' STA 102+17.36, 0.00' STA 102+37.61, 0.00' > % + STA 101+76.60, m.00' \ \ T/S 650.34 T/S 650.37 \ 1 T/S 650.41 \ / • T/S 6 e.29 1 / INTERSECTION \ \ O ` \ STA 10+00.00 \ / _ STA 01+84.42, 6.88' R '� = STA 102+00.00 \ I - -F STA 101+70.43, 0.00' \ T/S 650.28 T/S 650.31 \S1A102�01.65, 6.88' R STA 102+18.88, 6.88' R STA 102+39.26, 6.88' R \ / STA 101+78.25, 6. ' R_ \, T/S 650.34 T/S 650.37 T/S 650.42 / T/S 65 .30 - - - - - - - 4 `I - - - - / / L / STA 1b1+86.07, 13.75' R \ ' / STA 101+72.08, 6.87' R T/S \ j T/S 650.28 650.31STA 102+03.30, 13.75' R STA 102+20.53, 13.75' R STA 102+40.91, 13.75' R / STA 101+79. 0, 13.65 •312 T/S 650.34 T/S 650.38 T/S 650.42 / \ \ \ \ STA 101+73.73, 13.75' R O STA 1 1+87.81, 21.00' R- - - - - \ / a \ / T/S 650.29 T/S 650.31 \ 1 / ,,..CA \ STA 102+05.04, 21.00' R STA 102+22.27, 21.00' R STA 102+33.83, 21.00' v STA 101+81.64, 21. R--_ T/S 650.35 T/S 650.38� KT/S 650.40 / :: C-•) O _..\ iT/S 650.30 \ \ k \ / - q✓ .'m p STA 102+42.65, 21.00' R -4 n �, Yta \ T/S 650.42 -<r 1a rr1> \ \ it \ 1 co STA 101+75.47, 21.00' R \ ° \ \ (--3 :17'' .--.. \ \ \ ....... N. NM \ �b v 1 N 16'-5}[2' 16'-5 11'- 46 9'-10 24'-2�' (T) O, \ .- .._ .. C 94 1 9y4 \\ CO \ E \•01 4 \ N \\ Design For Z \ TRIPLE 13'x8'-8" 13.5' LA SKEW RCB n p E PRENTISS ST OVER RALSTON CREEK 7 ® TOP OF CULVERT ELEVATIONS �A NO?TO scers = CULVERT TOP ELEVATIONS j HORIZONTAL SCALE IN FEET 0 10 20 Station:10+00 Date:. o DRAWINGREDUCED CITY OF IOWA CITY * n DESIGNED BY: TRACED BY: •♦ FED. YEAR NO. SHEETS ROAD FISCAL SHEET TOTAL 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--6J-52 STATE DIST. NO. DETAILED BY: CHECKED BY: "� INJ,P.C. • www.iiwengr.com IOWA a • V.15 75 _- N tCi — — / 1 \ FL sao.so / —---- M 1- ^ i TOP OF _ 32'-3 " 1111.11.1111111111111"- 1 / 17'-63/4 PARAPET i TOP OF _� PARAPET m 1 FL 640.28 - - ` EL 651.78 �� ' W. — — — _= 1'L—� —=� -., ::r< /� — — :C N. _ �� 0/—��mac" 1 ......... � 50- 3k_� i %---o- FL 640.31 AAIR, , -- FL 640__ z= I- 0- - - _ liMil --:-_-- -----L----7 ---645:---__:_-1-_:_-----_z 1 - - q/- ' in. TOP OF \ - - o _ --1- -- p1 - �• - Q —�- - PARAPET - ! l -Q -; -�--1_ - - _ �1 1 FL 640.22/ \ EL 651.75 - - - - 1 p�1 / R4. \ - - - FL 640.55 1 1 '► - i- -+_�++_1 a-r^►-I I I I I i - ••� - � - - \ 1 4 �" FL 6%28-- --_. /Vi lip � ir - \ � \ 1 -II 1 '-1 i ''6q. - - 3 _� _ _ \ / �� I ; FL 640.47 ,/-FL 640.54 - �� - 645- —-- :":-.111:::::7---I---_-_:. 0._....---1- -:::---.........._ Wit- _ _ _ _ _ _--- wiii /� � \ �65� ------ _.:\-�23'-2" ` TOP OF \ k __ OF - - - - - - - - �• -l� ----_ PARAPET \ PARAPET-7/ 33'-17j�" II 1 - 1 EL 651.63 EL 651.751N A \ � - - - -� N � \ \ \\� - _ 1 \ . \ HORIZONTAL SCALE IN FEET UMW DRAWING MAY HAW BEEN REDUCED T/WALL T/WALL PROPOSED EL: 651.63 EL: 651.63 TOP OF TOP OF GRADE - WALL T/WALL T/WALL 654 gGROp [CULVERT -EL: 651.78-- EL: 651.78-654 652 - - 652 650 T/WALL - __--r- - - - - - - - - - 650 648 EL__642.22 _66 01 644 ._— FL: 640.31 o # • 640.56- -44 CULVERT 642640 U.ZUX ?- z J� 640 WALL REFERENCE 638 • 640 22 . 640 28 '•' a 640.50- 638 POINT FOR 636 w®a i. 636 10" ALIGNMENT 634 o t . a) a 634 AND PROFILE OEl N. 0N �N NM M �N * Nt •N t GRADE 3" s 0+00 0+50 1+00 1+50 2+00 7 a _ S culvert edge west PROFILE o O1 T/WALL i C EL: 651.63 VERT 7"C 1 al r' "� T/WALL TOP OF OF / - Ci - /E( 642.::C. EL: 651.63^\\ CULVERT WALL - EL: 651.75 _ / 75 654 " FTT 0 652 -- 640.22 �-- - - -- - - 1 652 -M 650 �`- - -i --I - - 650 :1r a 648 - 1 _- - - 4- 'I 648 •• C11 3 646 I - - -. FL: 640.28-- -// -L�40.33 #_ FL: 640.47 - • 642/---/------ u.i / L 640.54 644 �� 642 I V" -. ✓ I - -0.Z0:[ , "— oc - 642 P 640- --- 638 -- - 3 0 - -638 ci 636 - -------- ----- ----------- 1-------- - x IX 7 -636 w®,ao Design For s3co o,N �M �M �g M� �o N s34 TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N o g° rN� �0colt- §g �g �g E PRENTISS ST OVER RALSTON CREEK up el co i 0+00 0+50 1+00 1+50 1+97 5 CULVERT WALL PLAN AND PROFILE U culvert edge east PROFILE Station:10+00 Date:. Z CITY OF IOWA CITY c. 0 M a 7- ♦♦ FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER _ BROS-3715(663)--6J-52 STATE DIST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: '1W IIW,P.C. • www.iwengr.com IOWA . • V.16 75 N REINFORCING BAR LIST-Culvert Barrel and Sidewalk 5 k1 SLAB T RANSVERSE,BOTTOM 9 76 41 '-8 3303 BENT BAR DETAILS i BAR LOCATK)N SHAPE SPACE NO. LENGTH WEIGHT 5 k2 SLAB T RAN SVERSE,BOTTOM,VARIES4'-0TO41'-5 9 12 22'-8 284 ,� (in.) A '-in. 5 k3 SLAB TRANSVERSE,BOTTOM,VARIES 1'-10TO 144 9 26 8'-0 217 W 4 al OCT.WALLS,F.F.V. 9 214 10 '-5 1489 5 k4 SLAB TRANSVERSE,BOTTOM,VARIES 1'-8TO26'-8 9 9 14 '-2 133 'LKA /• 1'-6 1'-1 R 6 a2 NT.WALLS,VERT ICAL,BOTH F.V 9 182 10 '-5 2848 4 k5 SLAB TRANS\ERSE,BOTTOM 9 74 41 '-8 2060 �3 . .1 .I "' 4 k6 SLABTRANSVERSE,BOTTOM,VARIES5'-6TO39'-11 9 12 22'-8 182 °' r D=2J4 0 4 b1 EXT.SOUTH SECT ION,WALLS,BOTH F.H.30'-8&40'-7 6 30 35'-7 713 4 k7 SLAB TRANSVERSE,BOT TOM,VARIES I'-7TO13'-10 9 26 7'-9 135 i • 4 b2 EXTCENTERSECTIONWALLSBOTHFH. 6 30 18'- 1 362 4 k8 SLABTRAiSERSE,BOTTOM,VARIES3'-3TO25'-1 9 8 14 '-2 761 =2 Jz I 4 b3 EXT.NORTHSECT ION,WALLS,BOTHFH18'-3&37-6 6 30 25'-5 509 5 k9 SLABTRANSVERSE,CORNER r 9 193 10'-4 2080 4 b4 NT.WALLS,SOUTH SECTION,BOTH F.H.33'-11&3T-3 6 30 35'-7 713 4 k 1 0 SLAB TRANSVERSE,TOP 12 58 41 '-8 1614 r "� 4d4 4d6 4 b5 NT.WALLS,CENT ER SECT ION,BOTH EH. 6 30 18'- 1 362 4 kit SLAB TRANSVERSE,TOP,VARIES 7-4TO39'-10 12 10 21 '- 1 141 4d3 4 b6 NT-WALLS,NORTH SECTION,BOTH F.H.11'-10&14'-11 6 30 13'-4 267 4 k12 SLAB TRANSVERSE,TOP,VARIES 3'-0TO23'10 12 6 13 '-5 54 8" r 2-3 .I 4 k13 SLAB TRANSVERSE,TOP,VARIES 3'-2TO13'-8 12 17 8'-5 96 1 .1.5'-61 A 5 d1 PAVING NOTCH,HORZ.WEST - 6 32 '- 10 205 6 k14 SLAB T RAN SVERSE,TOP 12 57 29'-6 2526 . ` p 5 d2 PAVING NOTCH,HORIZ.EAST - 4 35 '- 7 148 6 k15 SLAB T RANSVERSE,TOP,VARIES 10'-10 TO 27'5 12 5 19'-2 144 D=2 i <75 4 d3 PAVING NOTCH,HOOK 1\_ 9 215 2 '-8 383 6 k16 SLAB T RANSVERSE,TOP,VARIES 3-2 TO 1940 12 5 11 '-6 86 i 'in op 4 d4 PAVING NOTCH,HOOK r—s 9 215 3 '-2 455 6 k17 SLAB T RANSVERSE,TOP,VARIES 2-8 TO 7'-11 12 9 5 '-4 72 - D=6 1 -t 4 d5 PAVNG NOTCH,HORIZ.NW WING - 1 31 '- 10 21 - ' 4 d6 PAVING NOTCH,HOOK,NW WING I—s 9 43 2 '- 6 72 6 m t FLOOR TRANSVERSE,TOP 18 44 42'- 1 2781 7 j 11 - 5 PAVING NOTCH STAINLESS STEEL DOWEL BAR 24 81 3 '-6 296 6 m2 FLOOR TRANSVERSE,TOP,VARES11'-2TO36'-4 18 5 23'-9 178 2'-6 6 m3 FLOOR TRANSVERSE,TOP,VARIES 11'-3TO14'-2 18 4 12'-8 76 5t1 4 el SUE LONGITUDINAL,BOTTOM 12 42 18 '- 1 507 6 m4 FLOOR TRANSVERSE,TOP 18 11 10'-8 176 411 A A 4 e2 SLAB LONGITUDINAL,BOT TOM,VARIES30'-9TO40'-7 12 42 35 '-8 1001 6 m5 FLOOR TRANSVERSE,TOP,VARES6'-10TO25'-7 18 4 16'-2 97 7'-. n 4 e3 SUB LONGITUDINAL,BOT TOM,VARIES I7-7TO32'-8 12 14 22 '-7 211 6 m6 FLOOR TRANSVERSE,TOP 18 89 11 '-0 1470 4 e4 SUB LONGITUDINAL,BOT TOM,VARIES 17-0TO18'3 12 28 15 '-2 284 6 m7 FLOOR TRANSVERSE,TOP 18 1 6'-3 9 I p=4Xz D=4) 5 e5 SLABLONGITUDINAL,TOP 18 30 18'-1 566 6 m8 FLOOR TRANSVERSE,TOP 18 1 10'- 1 15 ar ( 5 e6 SLAB LONGITUDINAL,TOP,VARIES 30'-9TO40'-7 18 30 30'-8 960 6 m9 FLOOR TRANS\ERSE,TOP,VARES8'-11TO10'-10 18 3 9'- 11 45 D-3�4 5'-8 I 110'-8 5 e7 SLAB LONGIT UDINAL,TOP,VARIES 17-7 TO 32'-8 18 10 22'-7 236 6 m10 FLOOR TRANSVERSE,TOP 18 9 8'- 10 119 • I` 'I ` "MII 5 e8 SLABLONGITUDINPL.TOP,VARIES II'-11TO18'3 18 20 15'- 1 315 6m11 FLOOR TRANSVERSE,TOP 18 1 8 '- 1 12 5k9_, 6m25 6m26 4 m12 FLOOR TRANSVERSE,TOP 18 45 2 '-5 73 4 f1 FLOOR LONGITUDINAL,TOP,VARES30'-4T040'-1 12 42 35'-2 987 4 m13 NORTH&SOUTH APRON TRANS VERSE,TOP 18 116 11 '-0 852 2 ,4j. 22 7 2�i� 17' 4 rI r 4 2 FLOOR LONGITUDINAL,TOP 12 42 18'-1 507 5 m14 NORTH&SOUTH APRON TRANSVERSE,TOP 12 34 26 '-6 940 I 1 `a IN N 413 FLOOR LONGITUDINAL,TOP 12 10 33 '-2 222 5 m15 SOUTH APRON TRANSVERSE,TOP,VARES11'-9TO26'-5 12 17 19 '- 1 338 i <::> I <'c° wsi 4f4 FLOOR LONGITUDINAL,TOP,VARES175TO18'-9 12 32 15 '-7 333 5 m16 SOUTH APRON TRANSVERSE,TOP,VARIES 9'-10TO27-4 12 4 16'- 1 67 © D= ( <0 i- d15 SOUTH APR ONLONGITUDINAL,TOP 18 8 15 '-0 80 5 m17 NORTH APRON TRANSVERSE,TOP,VARIES 3-6TO22-9 12 5 13'- 1 68 -,=C") 416 SOUTH APRON LONGITUDINAL,TCP,VARES65T02T-0 18 8 17 '-8 94 5 m18 NORTH APRON TRANSVERSE,TOP 12 16 23'-4 389 .- -4I I 10 '-8.I . 5 f7 SOUTH APRON LONGITUDINAL,TOP 12 21 24 '- 10 544 5 m19 NORTH APRON TRANSVERSE,TOP,VARIES B'-0TO23'-5 12 6 15'-8 98 403 4o5 c-) I. 5 f8 SOUTH APRON LONGITUDINAL,TOP.WIRES IB'3TO29'-6 12 21 23'-10 522 5 m20 FLOOR TRANSVERSE,BOTTOM 9 74 42'-2 3255 "'4n 6m27 {' "'i, NOTE: ALL ' MENSIONS ARE OUT 0 OUT. D = PIN DIAMETER._.<1 3y. 4 19 SOUTH APRON LONGITUDINAL,TOP 18 8 15'-0 80 5 rn21 FLOOR TRANSVERSE,BOT T OM,VARIES 2-5 TO 39'-11 9 13 21 '-2 287 ra 4 f10 SOUTH APRON LONGITUDINAL,T OP,VARESI4'-0TO3T-10 18 8 25 '- 11 138 5 m22 FLOOR TRANSVERSE,BOTTOM,VARIES 5'-6 TO 2T-0 9 8 16'-3 136 4f11 NORTH APRON LONG ITUDNAL,T OP,VARES31'-8TO34'-10 18 8 33 '-3 178 5 m23 FLOOR TRANSVERSE,BOTTOM,VARIES 10'-11 TO 14'-5 9 8 12'-8 106 .....!--• •• 5 fi2 NORTH APRON LONGITUDNAL,TOP 12 20 20 '-0 417 5 m24 FLOOR TRANSVERSE,BOTTOM 9 21 10'-7 232 6m25 FLOOR TRANSVERSE,CORNER 9 201 14 '-5 4352 CONCRET: QUANTITIES (CY rn 5 f13 NORTH APRON LONGITUDINAL,TOP,VARES 24'8 TO 33'-0 12 20 29'- 1 607rl 4 f14 NORTH APRON LONGITUDNAL,TOP 18 8 20'-0 107 6 m26 NORTH&SOUTH APRON TRANSVERSE,BOTTOM I- 6 318 14 '- 11 7125 . 4f15 NORTH APRON LONGITUDINAL,T OP,VARIES IB'-0T023'-8 18 8 20'-10 111 6 m27 SOUTH APRON TRANSVERSE,BOTTOM,VARIES I3'-3To14'-10 r 6 13 14 '-0 273 STRUCTURAL STRUCTURAL 4 f16 FLOOR LONGITUDINAL,BOTT OM,VARES30'-4TO40'-2 18 30 35'-3 706 CONCRETE (RCB CONCRETE (MISC) K 4 f17 FLOOR LONGITUDINAL,BOTTOM 18 30 18'-1 362 4 n1 NORTH RETAINING WALLS I.F_VERT 18 51 11 '- 8 397 ULVERT) m 4 f18 FLOOR LONGITUDINAL,BOTTOM 18 7 33'-2 155 4 n2 NORTH RETAINING WALLS O.F.VERT 6 148 10 '- 6 1038 ULVERT NORTH SOUTH a 4 f19 FLOOR LONGITUDINAL,BOTTOM,VARIES 175 TO 18'-0 18 23 15 '-7 239 ' 4 n3 SOUTH RETAINING WALLS I.F.VERT 18 28 11 '- 9 220 ARREL APRON APRON )- a 4 20 SOUTH APRON LONGITUDINAL,BOTTOM 18 8 15 '-0 80 4 n4 SOUTH RETAINING WALLS I F.VERT VARIES 7-6 TO 11'-6 18 46 7 '- 0 215 APRON, FLOOR OR FOOTING 19 65 53 7 421 SOUTH APRON LONGITUDINAL,BOTTOM,VARIES B'3 TO 26'-11 18 8 17 '-7 94 4 n5 SOUTH RETAINING WALLS OF VERT 6 83 10 '- 7 587 a 4 n6 SOUTH RETAINING WALLS OF_VERT VARIES 1'-5 TO 10'-6 6 135 5 '- 11 534 WALLS 78 28 39 4 22 SOUTH APRON LONGITUDINAL,BOTTOM 18 8 15 '-0 80 - ,•,) -423 NORTHAPRONLONGITUDNAL,BOTTOM,VARIES 13'-11TO3T-9 18 8 25'-10 138 TOP SLAB 151 `" 424 NORTH APRON LONGITUDNAL,BOTTOM,VARIES 31'-8TO35'-0 18 8 33'-4 178 4 ol NE RETAINING WALL B.F.HORIZ 15 19 41 '- 9 530 o 4 a2 NW RETAINING WALL B.F.HORIZ 15 19 31 '- 4 398 PARAPET 5 b 425 MORTH APRON LONGITUDNAL,BOTTOM,VARES36'-0TO41'-8 18 8 38'- 10 208 01 4 03 SE RETAINING WALL BF HORIZ /� 15 19 25 '- 1 318 ° rn 4 i1 PARAPET HOOK [1 6 194 6 '-2 799 4 o4 SE RETAINING WALL B.F.HORIZ VARIES 4'-5 TO 33'-6 15 18 18 11 227 3 4 o5 SWRETAINNG WALL B.F.HORIZ ^ 15 19 19 '- 10 252 TOTAL PER BID ITEM 353 185 0 7j1 SLAB LONGITUDINAL TOP,AT NORTH RAIL,VARIES 23'-5TO2T-6 - 8 25 '-5 416 4 o6 SWRETANING WALL BF_HORIZ VARIES 4'-6TO34'-3 15 18 19 '- 4 232 w N 7j2 SLABLONGITUDINALTOP,ATSOUTHRAE - 8 23 '-6 384 Design For CV 7j3 SLABLONGITUDNPLTOP,ATNORTHRAIL �� - 4 11 '-0 90 bpi CURTAIN WALL LONGITUDINAL,VARIES 23'-4TO23'-8 - 8 23 '-6 282 TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N 6p2 CURTAIN WALL LONGITUDINAL,VARIES II'-9TO127 4 12'-2 73 E PRENTISS ST OVER RALSTON CREEK M a • R 5 11 CURTAIN WALL HOOK E 15 44 7'-0 321 • • S BENT BAR DETAILS AND QUANTITIES i 5 s 1 ADDITIONAL OPENINGREINF - 24 9'-0 225 in Station:10+00 Dote:.Z TOTAL REINFORCING STEEL 64400 CITY OF IOWA CITY C 0 i n a 2 •• FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS . DETAILED BY: CHECKED BY: '1 VJ IIW,P.C. • Www.iiwengr.com IOWA •ei V.17 75 N I ro i 1 1 eD u0 u) n 31 0 4 n �/il 30+89.92 / / h 30+85.21 / / © c / I / ci) NOlCHC I I Z TA BECOW 9" a L�ERO ' : 30+65.07 Vi /� / WAI,I W 1 © 1 r \ . /Li__ i _ II /�I' Niti7 / oo0 EJ 0000 , STA 30+37.46, 13.00' R • o E JOINT STA 30+37.46, 0.00' V/ / o 0 0 0 0 0 0 P. `� / 0 0000 0 0 / 00000000 O O 0 O ';*,. _ / 000 ':' I` I/ —�L -I{- Il ----- --_-- 1/" - fa 0 (BACKOFCURB)• T . T CON. T COtQUIT—CONNIT— •• . /---CONDUIT—CD / o 0• 0 0 0 0 0 STA 30+16.25, 0.00' l/ `II 11 l / I 0 000000000 STA 9+72.85, 16.25' L // /I �I // I 0 0 0 0 0 0 0 yiAl o ooa000000 // /// 7/ I / / 0 I lI II l STA 10+44.93, 16.75' L / 0 0 0 :0° 0 000 0STA 9+57.85, 16.25' L� l/ �� l�l / / / 0 0 0 0 0 0 0 0 0 I / / / / 0 0 0 0 0 0 0 0 0 0 0 0 E. PRENTISS ST 1 1 II lI I l l l o I u n I / I 00o 0 /► p I/ / I o00000000000 o 0 o 0 0 0 n o 0 -t - - � - - + --30 - 111 _ _ II_ — — II — / — — I--- - / I 0 0000000 / / ooeeeccoo 00000000 I II 11 11 I / . 0 . 0 . . 0 . . . . . 1 I 000000000000 vie /I IIII IIII II/ V.19 / // Ill // // STA 10+44.93, 15.70' R STA 9+57.85, 16.15' R I II II I • 2 ENLARGED ' •N H /I 11 1I / vile NOT TO SCALE m \ " 'x I I/ I/ / co II II l . ..... >- // /I // / / na m I l/ Il II I / I o m I 1 II II I I O ...............Z 0. _ �. •i �' a / NI Q1 o / ...,..._. �„i C7 �r n 3 --= •• o HORIZONTAL SCALE IN FEET ulillllllllluu.,,. APPROACH PLAN 0 10 20 �n a. NORTH DRAWING MAY BEEN UCED <I Design. For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB E PRENTISS ST OVER RALSTON CREEK a LEGEND BRIDGE APPROACH, PAVEMENT, AS 5 PER PLAN AP• PROACH PAVING DETAILS U Z SIDEWALK, REINFORCED P.C. StOtI0n:1O+O0 Date:. fx 0 CONCRETE, 12 IN. CITY OF IOWA CITY 0 M V DESIGNED BY: TRACED BY: �� 563.556.2464 • 900.556.4491 PROJECT NUMBER STATE FED. ROAD FISCAL SHEET TOTAL % CITY OF IOWA CITY BROS-3715(663)--8J-52 DIS . N0. YEAR N0. SHEETS L DETAILED BY: CHECKED BY: "� IIW,P.C. • waw.iwengr.com I IOWA V.18 75 N V) I co I MIN LAP LENGTH UO #5 BARS = 18" 2" MIN TO co #6 BARS = 27" 2X" MAX n #8 BARS = 48" CLEAR TO BENT BAR I- VARIES f v) y3 6" #5 BARS AT 12" MAX CENTERS 6' 0 cc 00 #6 BARS ® #4 BARS #4 BARS 12" OC ® 12" © 12•• SIDEWALK OC #6 BARS ® OC PAVEMENT "E" JOINT 12" OC —\ ["E" JOINT ir • N • • ' • Nt 1 i • • • _ ieJ, ,, o ,D 1 -1 - • • • • • • I • - - 5 - I 1 g, #8 BARS �/ N I� — = • 6" OC I _ 9• i \ I' I MODIFIED SUBBASE t • • #8 BARS • 6" OC •ill -----• • • MODIFIED di MODIFIED N . • 01 APPROACH SECTION APPROACH SECTION V.19 NOT TO SCALE NOT TO SCALE h) GD - � d '<ri CONTRACT ITEM: �-'---{ `._ �-"--- BRIDGE APPROACH, PAVEMENT, AS PER PLAN D-G 1 " 1. METHOD OF MEASUREMENT FOR BRIDGE APPROACH, AS PER PLAN BENT BAR DETAILS �(-D - SHALL BE THE SQUARE YARDS SHOWN IN THE CONTRACT �+(-'� A i 6 DOCUMENTS. rn m 2. BASIS OF PAYMENT FOR BRIDGE APPROACH PAVEMENT, AS PER 2-9" CD PLAN IS FULL COMPENSATION FOR: )- • EXCAVATION FOR SPECIFIED STONE MATERIAL <1 �.'"� •• < • SAW CUTTING Y'' (JI • FURNISHING AND INSTALLING REINFORCED STEEL, TIE BARS, 'O -,D=2" rJ1 a AND DOWEL ASSEMBLIES N • PLACING, FINISHING, TEXTURING, GROOVING, AND CURING #4 BARS ® 12" OC o • ALL JOINT CONSTRUCTION "' • ALL OTHER MATERIALS AND LABOR TO CONSTRUCT THE 6. APPROACH PAVEMENT SECTION AS SHOWN IN THE CONTRACT o DOCUMENTS. N °' FOR JOINT DETAILS, SEE STANDARD ROAD 3 PLANS PV-101. CL ± 0 O K a a <I Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK M R.'R ? APPROACH PAVING DETAILS 5 Cl)U Station:10+00 Date:. z C CITY OF IOWA CITY 0 e •� STATE FED. ROAD FISCAL SHEET TOTAL < DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER I BROS-3715(663)--BJ-52 DIS . NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: "W INJ,P.C. • www.iweuJr.com IOWA • V.19 75 N u) 13 0 21'-95/6" 1 11 I 8 �~ co 31 Fp = 1 3 2 ^�0 0 tttr trrt 1 2 BACK OF 0 , `® CURB - / coCO�� N / 29'-4Y2" _ / ,•_1" E. PRENTISS ST l PAVIIy PC: 30+89.9 / r _ __-- -------old / NO>' G 11 ° DECK / / BELOW 6,-0" I •----Zn -- - I T---- ..9 2' 5yg" , _ SURFACING I ' / / ^ n I N / I c.J I / PT: 30+85.21 / — •• . T_ CONDUIT CONDUIT I �° / L / N / / s, I I I / I 7� ,? BACK OF �� / �" CURB / / /I I / , / / / II / �,"l 1 I / 1'-p' 7 mo. I 7'-65/8" NOT H d / ; I $-4�8 11 z„ / / 0-'= E. PRENTISS ST CII STA 10+44.93, 16.75' LoHORIZONTAL SCALE IN FEET I / I # # t 3 #to s 10NE REINF SIDEWALK l IF / E JOINT1 VS I oDRAWING MAY HAVE BEEN REDUCED nPC: 30+65.07 BACK OF I / 0CURBI o / E •INT y1111 I/(11\1 E. PRENTISS ST /l /I i I 1DI WO \I / / // / i 1 Vn� \ BACK OF / I / / \ CURB / ;II �� NOCNG0 R�TAL 2�IN FEE4ntlIIIIIIIIIIIIIIIo.. I 1'-0" BELOW mSE REINF SID WALK NORTH / NOTCH 6'-04" / I DRAWING MAY HAVE BEEN R CEDNo / / i I C m / I N C- �. YI a m I I 1 fiat/ I ,- c-)-.< i / Ill I I x _ (^) Q1 E a //I rn I / / _ a III I j 1 0 (I`t'{ A m a llI 64 ee E JOINT 0 1 , .. NW REINF SIDEWALK / Cll HORIZONTAL SCALE IN FEET X CT m 0 5 10 v E JOINT / • _ _ C) o i o I / v ± DRAWING MAY HAVE BEEN REDUCED I D oa a 5'_0 L I i m a -I Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB NI N E PRENTISS ST OVER RALSTON CREEK ✓ LEGEND 7n BRIDGE APPROACH, PAVEMENT, AS SIDEWALK REINFORCED PCC 12 IN PER PLAN NHORIZONTAL SCALE IN FEET ENLARGED PLANS O 0 2 4 ..,.iiiiIIIIIIIIIIIII,,,. Station:10+00 Date:. a SIDEWALK, REINFORCED P.C. SW REINF SIDEWALK NORTH CITY OF IOWA CITY CONCRETE, 12 IN. �� ce DRAWING MAY HAVE BEEN REDUCED a M < ♦♦ FED. ROAD FISCAL SHEET TOTAL TRACED • BY: ". 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715 663--8J-52 STATE GIS . NO. _YEAR NO. SHEETS DESIGNED BY: ) L DETAILED BY: CHECKED BY: IIW,P.C. ♦ www.iiwengr.com IOWA V.20 75 cv 0 I E JOINT JOINT I M 6-0" 1 cocolv 111111...1 I co r; tin lo`.94.w cc m E JOINT 1" ED JOINT �� •a� PCC SIDEWALK Y� I 1Xz"0x18" DOWEL ® 12" OC APPROACH PAVEMENT TO BE INCLUDED WITH BRIDGE APPROACH VOWEL TO N PLACED WITH CULVERT. DO NOT BEND. PAVEMENT AS PER PLAN SEE CULVERT REINF LIST .11111 PAVEMENT SLOPE • 0 SECTION I - • • NOT TO SCALE o u ,,,,,-../ o UvUvUti 1'-0 ll ..;w •.mow.;%• rw SWOPS • NOTCH• • VARIES XI* fit 1'-13" Yn J U i TOP OF SIDEWALK SLAB _ • • N A SEE V.3 FOR a • • • • • • �j APRON WALL A • I `2'' CL. o #4 ® 12" OC • •••III TOP & BOT • • co y • • • • V • • a EACH WAY rr j A 4e OC #4 AT 12" OC E. �•r. AT NW SIDEWALK MEOCH&WBOT gat1 0)SECTION AT APRON WALL NOT TO SCALE PLACE #4 BARS PERPENDICULAR • q OF ROAD AY AND TRIM VARIES AS NECESSARY TO FIT SKEW WI ' 2" MIN CLEARA CE. EPDXY COAT ALL CUT ENDS. ry E JOINT _ 1" ED JOINT ®TYP SECTI•.1 AT REINF SIDE' CIS �, �i.' N. '. CD �• 1)"0x18" DOWEL 0 12" OC I TO BE INCLUDED WITH - • BRIDGE APPROACH — G y PAVEMENT AS PER PLAN NOTCH • = m E JOINT '" 7' m a PAVEMENT SLOPE - Ct) r a I- Cr` C a m O o' pi a + • • • • • • a { i o �u v v 1 o O / PCC SIDEWALK 4` 0 SECTION BENT BAR DETAILS NOT TO SCALE a #4 0 12" 0C o TOP & BOT • a EACH WAY • 1'-10 a < \ Design For <I a '� , 0D-2JZ TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK a r 4e2 ___,s__ SIDEWALK REINFORCED PCC 12 IN DETAILS AND BAR LIST z NOTE: ALL DIMENSIONS ARE OUT TO OUT Station:10+00 Date:. ® SECTION AT NW SIDEWALK D = PIN DIAMETER cc AT CULVERT NOT TO SCALE CITY OF IOWA CITY o < •♦ I FED. ROAD FISCAL SHEET TOTAL 563.556.2464 •• 800.556.4491 PROJECT NUMBER STATE DESIGNED BY: TRACED BY: "� CITY OF IOWA CITY BROS-3715(663)--8J-52 DIS . NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: IIW,P.C. •• www.iwengr.com a OWA V.21 75 N PROPOSED • 1) CHAINLINK FENCE co SEE SHEET E.1 o ti 31 0 illf ' SEE 1/V.26 w FOR M 2 ORNAMENTAL '�I PC. h o METAL RAILING 0 30+Sg,92 DETAILS �' m PT: 30+ w85. 1 Ii.I I O^ 4lC: 30+6507 I Io llllll o' pz2 11 43(23 EDGE o,, p v %n OF I �iQ I, 1t PARAPET 4,4,,,,,,Ato W 1p�o V v 1' i, If ---___ CONCRETE BARRIER EDGE tV RAILING, AESTHETIC OF �+ - PARAPET p I � O t N) 1.1.11•61. s 1,1 SEE 1/V.25 '--i C'? � FOR SOUTH RAILING r G I— + i i i PLAN I O — g -7 , 0 8 0 17 .y1 V cn —J SOUTHWEST _ . CORNER OF SEE 1/V. 3 PARAPET FOR SOU H RAILING PLAN �/ ri'll3•-2y4"4 CONCRETE BARRIER m - I RAILING, AESTHETIC / I SOUTHEAST a ' �' r , I CORNERPARAPET OF > �2 0 i . ////pII �� / D ' ' a pW2 4 i. • nc ? - / e p i� O n / 4 IQ W 2 `v o II i� •1 4� N p c O Z i to m o SEE 1/V.26 2 w i. FOR 3 ORNAMENTAL o METAL RAILING p z 2 DETAILS 4 LI ct- e " Design For co o TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK a n nlllllll Illlllllo,. 7 LEGEND NORTH OVERALL RAILING LAYOUT a ® CONCRETE BARRIER RAILING, AESTHETIC HORIZONTAL SCALE IN FEET Station:10+00 Date:. az o 10 20 CITY OF IOWA CITY „) DRAMANG MAY HAVE N REDUCED '' •• I FED. ROAD FISCAL SHEET TOTAL 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE �_ DESIGNED BY: TRACED BY: "� CITY OF IOWA CITY BROS-3715(663)--8J-52 DIS . NO. YEAR NO. SHEETS 0 DETAILED BY: CHECKED BY: IIW,P.C. • www.iiwergr.com IOWA . V.22 75 CV ' I ,,l / I l I I \ I Ill I 1'-O" Cr, I / l II II I MI co l lI 1 , I 8" EQ EQ M I o /l/ I l I 1"//6"//1" / / / cn I 1 I / I I I o I / I I I l \ \ "�� m / /�/ 43'-2y4" I / N / / ; CLASS B LAP: jyt °' 2" CLR; / 2" CLR; / / 2'-7 FOR 5e, I I 2" CLR; ; / - \ 5c1, 5c1, / 4'-6" FOR 7d / / 5c1, / � ��C-/r / 5c2 I . 5c2 / / _ / I 5c2 / �•T � H i- 5e, 7d 54 - 5c2 839" INTO 40'-73/g"; 54 - 5c1; 5e, 7d 2" CLR; (10 i1 v N SEE TYP REINF ELEVATION 5c1, if 5c2 n 2„ 2„ CLR 43' 2)/4" CLR/ / \ ,_ - \ o \ VARIFS �c SEE RAIL ® SOUTH RAILING PLAN 1' TYP / / �LEVA11ONS NOT TO SCA= 4" / 43'-2)/4" / TYP IV 71Y6" 71Y6, ....- 1'-27/gT� " r1'-o" TYPI' AL RAILING ELEVATION `'`° x f f f � 26 SPA ® 1'-6" = 39'-0"; 27 WINDOWS ., Ve 4:::, ---i;::-_, ... c-)-‹ 271 i 1 anoonnoonoonounnononionnollo D 7:in 7dA 5c1 � .. L-- at f — • • \• • _-• , . ® SOUTH RAILING ELEVATION LOOKING NORTH NOT TO SCAM in i7 VARIES — — VARIES SEE RAIL 4" 4" SEE RAIL VARIES - / 1'-0" MIN / ELEVATIONS /TYP/ / 1'-6" TYP /TYP/ ELEVATIONS / 1'-0" MIN / • • • • • •- G o • • 1 • • • • • co a /3 1-0" TYP /3"/ T SIDEWALK A a " 1V 9/2" 1" a //(X 7 f// • • •\ - \ I —5e n Sc2V N � � n N\ I 41,-) I ci \ ) le CV *,.. C 5 SC • • • • g • TYPICAL RAILING REINF ELEVATION a JIDg 1 \ .-- • .) • Q �I OUTSIDE EDGE Design For CO 5c1 TYP Ank OF PARAPET TRIPLE 13'x8'-8" 13.5' LA SKEW RCB NJ NJ VW NEV E PRENTISS ST OVER RALSTON CREEK n R. ,11"� RAILING PLAN(i)TYPICAL �To,C,s CONCRETE BARRIER RAILING, AESTHETIC n =_ — DETAILS cn I--J �='t- Station:10+00 Date:. \ ,1,1Y2"/V CITY OF IOWA CITY n < ♦♦ FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: "W 563.5562484 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS 7 DETAILED BY: CHECKED BY: IIW,P.C. • www.Ilwengr.cwn IOWA . V.23 75 a N n ITEM LOCATION AMOUNT m 6" / 1'—O" / / 6 / 1 —O" CONCRETE BARRIER RAILING, AESTHETIC NORTH 56.1 L.F. I / m 1^)/ 10" 7-1" 1") 10" 1" SOUTH 43.2 L.F. co ifi TOTAL 99.3 L.F. r7 7d 7d ro 1 4V, REINFORCING BAR LIST-PCC RAILING 0 \ \ / \ \ BAR LOCATION SHAPE NO. LENGTH WEIGHT a A ) ft. '- in. 0 10 _ \ 5 c1 VERTICAL,TOP C ) 132 8 '- 4 1147 \ \ \ 1 5 c2 VERTICAL,BOTTOM 132 6 '- 6 895 741 SOUTH RAIL LONGITUDINAL TOP 4 23 '- 7 193 1X" BEVEL, TYP. 1)¢" BEVEL, TYP. 7 d2 NORTH RAIL LONGITUDINAL TOP 2 26 '- 10 110 7 d3 NORTH RAIL LONGITUDINAL TOP 2 22 '- 10 93 2" 7 d4 NORTH RAIL LONGITUDINAL TOP,BENT /N, 2 12 '- 2 50 9 CLR, 7 d5 NORTH RAIL LONGITUDINAL TOP,BENT _- 2 7 '-i0 29 tI 10 In I 3% DRAFT PERMISSIBLE I TYP. -r, 04 1,4 AT TOP & BOTTOM OF N, OPENINGS o 5c1 5 el OUTH RAIL LONGITUDINAL BOTT. 4 22 '- 9 95 M 5 e2 RTH RAIL LONGITUDINAL BOTT. 2 26 '-'10 56 5 e3 NO TH RAIL LONGITUDINAL BOTT. 2 22 '- 10 48 I 5 e4 NOR RAIL LONGITUDINAL BOTT.BENT /- 2 8 '- 4 17 �— \ I \ 5 e5 NORT RAIL LONGITUDINAL BOT .BENT /, 2 5 - 1 11 \ N \ / \ / 1 \ TOTAL REINFORCING STEEL 2744 \ p \ �a \ na SIDEWALK WAK BENT BAR DETAILS \ \ \ N� \ \ \ \ [SIDEL 3'4" V GROOVE 3'4" V GROOVE 5e I 5e I co io .1-I II ^3 CONSTRUCTION CONSTRUCTION S a4 II II y o JOINT — LEAVE I JOINT — LEAVE "S `'R 4- ROUGH ROUGH SeS 6.,7 G7 CULVERT PARAPET CULVERT PARAPET O\' / 61 /7d4, 7d5 5c2 5c2 \ , / -- ''—� /crl 5e4, 5e5 F 5e4, 5e5, ` , d5 c.n I, (19)c A93i" 0 m >- \ o D=. I D=6" , N IN N O RAILING SECTION ®RAILING SECTION \ (7) .2 N NOT TO SC L6 NOT TO SCALE 5c2 5c1 NOTE: AALL LTDIME SIONS ARE UT d D = PIN DIAMETER z J c Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB a E PRENTISS ST OVER RALSTON CREEK M a CONCRETE BARRIER RAILING, AESTHETIC DETAILS cn Station:10+00 Date:. 0 CITY OF IOWA CITY 0 < •♦ FED ROAD FISCAL SHEET TOTAL n_ DESIGNED BY: TRACED BY: "W 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: 111N,P.C. •• www.iwengccom IOWA . d: V.24 75 N 7d5, 5e5 �, au 1 — �. �O+ I V.25 I v M ❑ 7d5, 5e5 , ``;, ' 7d3, 5e3 0 I r N 7. c.ce W co , AQvi.(12: ASS\ 2S\ 2a,33�8 /\\ Tio\\ 2S. Oiy. O /• �n2. \ \ S \OS i ,� \\ S°icr' d d ,� co ? 7d3, 5e3 \♦\ sF.• <9' 7d , 5e2 •:', 0 \ 20, 'P 41, �." GS3, \ �i i CDV.125 ENLARGED PLAN 2�: \\\ 92ti / 1 O " \�. V. gc ' �'NOT TO eats 0g, ♦\ p, 3•3 ON ��' I V, le .00•10. .... 5 e 2. 9,. \\•49,10\tw 0 0 P• 7d3, 5e3 ♦ 2, �, .1.°.0 34 5EE 1" �� 11),-... p 7d2, 5e2 \ ��P `�� 25 / —" \ 3Ya ..o 5c\ • ' \ CAR '?'/ ��' o 5c2 Ste, �� • C D O Sc �� SSA ��00 cfl 0 2-. 4*t V ( ' ,..• ... Ie.* Virir - rn c R, ®NORTH RAILING PLAN c11 \d'� 5cA' NOT TO eats -"-1 c9, �i ' 5c2 i i� * TYP LAP �� 6/8 3 2'-7 MIN FOR #5 BAR �i� 1— 4'-6 MIN FOR #7 BAR �i� 0 7d4, 5e4 ENLARGED PLAN NOT TO eau 26'—Oj'f / / 26'-05/8" / / 28'-87A" 816" 85%6" 85%6 83 " 1 1 "35/8� 4" 14 SPA ® 1'-6" = 21 —0"; 15 WNDOWS �ir-83/8" 1—83/8��" 16 SPA ® 1'-6" = 24.-0"; 17 WINDOWS 41 1'-0" 1-35/go �/ X /, ce m U U noonononannon U U flOOOOnoonnonnoonon D a 0 n f cn rV 10 S 0, 3 .NORTHWEST RAILING ELEVATION . NORTHEAST RAILING ELEVATION Z LOOKING NORTHEAST NTO eats LOOKING NORTH NOT TO erys J :I Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK n a CONCRETE BARRIER RAILING AESTHETIC 5 U zu Station:10+00 Date:. rr CITY OF IOWA CITY 0 M a ♦♦ FED ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: "� 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--BJ-52 STATE DIST. N0. YEAR N0. SHEETS E DETAILED BY: CHECKED BY: IIW,P.C. ♦ MON.iwengr.corn — IOWA V.25 / 75 `1) m ITEM LOCATION AMOUNT I m (9) PANELS ® 6'-4" NORTHEAST 32.1 L.F. I -• ..., (8) PANELS ® 7'-6" NORTHWEST .4 L.F. i ORNAMENTAL METAL RAILING op SOUTHEAST 21.8 L.F. op iii TOP RAIL SOUTHWEST 15.4 L.F. ^� © INTERMEDIATE RAIL TOP RAIL V26 HSS 3x3x3/16 BAR 1/2"x2" HSS 3x3x3/16 �� T TOTAL 99.7 L.F. col 1157 �- �i ,r cp ce �� HSS 5x5x3/16 J, J L m HSS 5x5x3/16 POST I, POST 111/111111111111111 1......2" • _ NOTES: 3/4" SQ. BAR 1. MATERIAL FOR THE TUBE RAILS AND POSTS 3/4" SQ. BAR INTERMEDIATE RAIL SHALL MEET ASTM A-500, GRADE B. 111�� BAR 1/2"x2" BASE PLATES, BARS AND CHANNEL SHALL I MEET ASTM A-36. N -in RAIL I �'�0 V C3x5 2. ENDS OF RAIL SECTIONS ARE TO BE SAWED 7>pm"" `.• 1 4" BENT OR MILLED. ALL CUT ENDS ARE TO BE / TRUE, SMOOTH AND FREE OF BURRS OR 1/4" BENT PLATE, SEE RAGGED EDGES. PLATE, SEE DETAIL 3/V.26\ .yy DETAIL 3/V.26 3. RAILING COMPONENTS SHALL BE HOT-DIP g GALVANIZED IN ACCORDANCE WITH ASTM-A 1/2" BASE - 11 123. PREPARE BY ABRASIVE BLAST 1/2" BASE - BOTTOM RAIL PLATE, SEE CLEANING TO A MINIMUM OF SSPC-SP6 PLATE, SEE DRILL 3/8" WEEP C3x5 DETAIL 4/V.26 DRILL 3/8" WEEP PRIOR TO GALVA 'INC. DO NOT QUENCH DETAIL 4/V.26 HOLE-STEAM SIDE HOLE (TYP.) OR APPLY CH's •TE CONVERSION (TYP.) 1/2"0 EXP. COATING. PR `A" SURFACES AND 1/2"0 EXP. ANCHORS w/ (14) SPA. 0 43'4" = 5'-6) " PAINT IN ACCORDANCE WITH IOWA DOT ANCHORS w/ (17) SPA. c 4r=63/4" 5" EMBED. - f STANDARD "ECIFICATIONS SECTION 2509. 5" EMBED. y � 2y4" 2)/4" TOP COAT "AINT COLOR SELECTION BY 27b" 2 6" OWNER. ®TYPICAL 7'-6" HANDRAIL PANEL ( )TYPICAL 6'-4" HANDRAIL PANEL 4. THE S I CONCRETE ANCHORS SHALL BE STAINL' S STEEL AND HAVE A MINIMUM NOT TO SCALE NO?TO SCALE PULL ',UT STRENGTH OF 2000 POUNDS BASE' ON 4000 PSI CONCRETE. 5. ALL 'AILING POSTS TO BE VERTICAL AND TO' RAIL TO BE PARALLEL TO GRADE. 6. • L DIMENSIONS ARE HORIZONTAL UNLESS 5" NEWEL POST CAP •OTED OTHERWISE. 114" 8" 1 s NOTCH POST 7. GROUT SPACE BETWEEN BASE PLATE AND folio,FOR TOP RAIL CONCRETE DECK WITH AN APPROVED EPDXY OR LATEX MODIFIED MORTAR AFTER 4"* TEMPORARY SHIMMING. *ADJUST BOLT SPACING 1/4 / ' Ill� PUN ' " ' AND ANGLE LENGTH AS 8. NEWEL POST CAP SHALL BE NUMBER 5147 1 1 " 1" REQUIRED TO AVOIDBY R&B WAGNER, NUMBER MI-145S BY IIIII HSS 5x5 POST PUNCH 13/16" SQ. HOVER FENCE COMPANY, 5x5 SQUARE POST HANDRAIL PICKETS 1/2" PLATE 12" HOLES FOR 3/4" SQ. END CAP BY McNICHOLS. OR EQUAL. RETAINING BARS (TYP BOTTOM & 9/16" LONG . ' WALL INTERMEDIATE RAILS) SLOTTED (3) 9/16" HOLES 1 HOLES 4" 4" IL PL 1/4x2 ;.t O I'p 'A°" PV ® CHANNEL CONNECTION TO POST 0 BASE PLATE �l 1" a >- NOT TO SCALE NOT TO SCALE O w m 3:,,'1I�, a I • I'1 -"I „C ° n'.< ' n 1i" 1 mr. 1d" 1/2"0 EXPAN •N "."iC7 al i " N ANCHORS WI 5" r"— o EMBEDMENri'� CO ICsiC., MI1111111 ,� © TYPICAL HANDRAIL SEC ION AT APRON WALL cr,g Ilair NOT 70 SCALE Jo (2) 9/16" NOTCHES -..J z zc NOTE: ce PROVIDE (2) 1/16" S.S. SHIMS a PER POST. USE AS REQUIRED 1- L - Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB n CHANNEL CONNECTION TO POST E PRENTISS ST OVER RALSTON CREEK nNOT TO SCALE ORNAMENTAL METAL RAILING DETAILS 5 U vl Station:10+00 Date:. Z CITY OF IOWA CITY Lr 0 I o •• FED. ROAD FISCAL SHEET TOTAL i 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE r. DESIGNED BY: TRACED BY: "W CITY OF IOWA CITY BROS-3715(663)--8J-52 DIS . NO. YEAR NO. SHEETS • DETAILED BY: CHECKED BY: IIW,P.C. • www.iiwergr.com IOWA V.26 75 a_ - N PLACE REVETMENT TO ALLOW FINISHED TOP TO - _ ' FOLLOW PROPOSED CONTOURS SHOWN --65.' oo : NOTE: CONTOURS SHOWN ARE INTENDED VO s �- — — — REFLECT FINISHED TOP OF REVETMENT — — co _ ��1 . i •`,A., 0i�W0P 4...-1r-1 A1i 0,"y ' / :! PROPOSED q ---_ /`� i .�O _ 1 PRENTISS ST / -- 1�►fir-� r �/r�aAj1 . y47 ! _ ; ' -- "" -- 'WO iiirliq WrillilleY 4..% ___ -- - --- ON'S., _.. -.. .1110...01111m...--• s 4,... - .....— , \ __ . ___ . __ _ _. ..„,„ra --. 411 , _ \\A A, 00 __ _ — ---- --- - Willjal101ic ftrildrik0 17.1$ -- -"I 1.211 . et .40 , \ ___ ve 444 \ _ _ _ _ ` III\� \ -- PROTECT EXISTING CHANNEL MAT. ,t� / �' — — - / / \. CONTRACTOR SHALL BE RESPONSIBLE . �`` � ja — — — — —- ` _ // / \\ \ FOR REPAIR OF ANY DAMAGE OUTSIDE OF �� \ — _ __ — _ / / / / CONSTRUCTION LIMITS eaQ'�I ��e — — - _ \ / / /,, \ \ INSTALL EROSION STONE FILLETS AGAINST _ fill 9 V,Ni �� -�`o__ — / / ,/ EXISTING BANKS, MINIMIZE EXCAVATION OF - _ �� r ``,-_ ,iiia iC _ �g4s� / / // / I 3H� BANK MATERIAL BEYOND CULVERT APRON -- _ `- ' ._w� k �� / ,__ �� /// / V TO GREATEST EXTENT PRACTICAL. ! i= 1'� r�-'� �-r ��\\ \ /....r...__ _ _ _/ - // _ —! _ 04 iii-N ___ _______ _ - - . ,,,,,,,,141010VA,,,, -,- 0,„,, walk iii ' _„iiiiiimi—o—iikar-La_ ___ --- gibeIr7---- \011b. - *II nallOrg."ThaMillgiall1111Er__ _-- -- —3015-- -- _ __ SE PRORCE ► — ............ , _____. ___, .3"o , •�,/ --_ 3H�� \ UNE _ Q --_3�— ; o X _ — VW _ - ---\ ce —3Ho _ r..� o. f HORIZONTAL SCALE IN FEET Z' O kio REVETMENT PLAN 0 5 10 0 a 17) SOUTH �� --e O 655 — _-- ,655 DRAWING MAY HAVE BEEN REDUCED - 5 7 ' Cr, _ fl o CT r— CO 0 650 ----- ----- 650 Gl fi--a* - - - - - yy-_e_zI rr-11 1 1-11 1 1 1 1 1.1 I 1 I• - '• o 645------0 —_.... -_ — �n -645 F SIM TO DETAIL SEE DETAIL- t1 7/V.27 7/V.27 o a CLASS E REVETMENT OVER ENGINEERING 640 FABRIC -_ 640 Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N APRON WALL CULVERT FLOOR LEGEND E PRENTISS ST OVER RALSTON CREEK ~ 635 cp35 j PROPOSED BOX CULVERT TOP ao PROPOSED BOX CULVERT FLOOR REVETMENT PLAN SOUTH 5 CO CO COI cnv N —II) ,../\---,Vs. CLASS E REVETMENT OVER i 0+00 0+50 0+60 QENGINEERING FABRIC Station:10+00 Date:. PROFILE CITY OF IOWA CITY el o ( )SE M e •♦ FED ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: "� 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: IIW,P.C. • www.iiwengr.com IOWA V.27 75 \ _ \ — —`` -- — — — PLACE AND SHAPE EROSION STONE TO ALLOW co o � FINISHED TOP OF ARTICULATING BLOCK MAT TO I ' 1 FOLLOW PROPOSED CONTOURS SHOWN /oN� \ 1� - ' 11'-3�L" _ 21'-0" 2 com. i 51 oN- °r o $ ,, _— NW-T'ROFILE — _-6 .,.e i---- m \ z5�I✓ _ / iGNE - - - • .� 6T/M 643.50 All oN�.34 / 651- ©1' / O • a --- G _ p NV ip / �� __ 2 •ti .0:1 i�r��ai 2.0:1 ��•� •�i rim! c ' "” - z o 1 ' ,•STA 0+03.32o __ ��\ E�\�C ►' �_ TA 0+41.56al ° o_ ' ° o �. ° 2,..;_,TA-650-7,:5§-� -- z _\ ...., / / r „ i '/ ko �,�' r �ls)0�� '1 , �_ —� `C � � : ��j ®�F � _ WA" — , ter_ _ \ //1 ‘. 1 '''.' \ �T/M 641.46 1�,�� °•— /"" 00-� i `�� _ _ 1.41- �Z�1-7.764.4IP: T 643 _ ::-\ N _`,� �ti 1 ;�a Lwir.=tlZliialV i �� • �, �.�, _645, T/M642.00- o o/ m � \\ / T/M641.4\ Alk � _ ' •/ ,° ° ° °o ° '� ° ° - _ o 1\ \ Nfir ciA- PLACE BERMS ANDI� ♦ ' -/w \\ \00 �\ \ /' / TAPER TO CHANNELIZE -� z ^ C._ �� _ _ - 1 w N. 0 1 /"1 oN� LOW FLOWS TO CENTER __- - - V C1- a_� • lir - \ \ I o 1 - 1 ` __ BARREL / I 0 o '..\ - jj. ,\ ; \\ �t p6/ Ng/ ,__.0- -o�' • 0 C\ 641_ _ , _ _ _ � _ 1 V I ' ___ _ - _��_+: c_�r ` ° o+ 0 o 0 '1 P- CT EXISTING CHANNEL MAT. �� 11=�`A� ' ' _ - - - - '„;a _ • ' .J\ ° ° C' TRACTOR SHALL BE RESPONSIBLE •• �� T -- ---- i.��1 A a ♦� ie '� 1 •• REPAIR OF ANY DAMAGE OUTSIDE OF \ t� ' rr/= le • C i_� • :: "Z• � • � ♦ ° 1 'ON* LIMITS \1 T/M 640.45 ' 7/ fA ."��1 ♦ .� _ _ � � ; , _' � �\%`�' ��•�' ��4` 0-r• � - ♦ • a ! C _ w �� '? EXACT FABRIC FORM DIMENSIONS NOT 1 4 � 7j iJ" �.__� A w _ 1♦ 7p • SHOWN ON THESE PLANS. ACTUAL SIZE \ • 1 • „', o 11 ♦ ' -o- A ` �' el ' , I - Ci j- & LAP LOCATIONS TO BE DETERMINED IN 1 \ ��2 - T/M 643.00 .�Z�• 1))r ♦ !- ♦ 4 FlELD & VERIFIED BY ENGINEER BY SHOP PROPOSED 1 1 �'� p �6 3. �+ • ♦ + ' - c DRAWING REVIEW. Ilk PRENTISS ST N. ♦, • �.. /M /, WORK OUTSIDE OF UNITS SHOWN SHALL a m 1 •T 643.00 ~ I 'id �. -_,t;o ^ \, \X �� ' ° ��' %.� V �r s � -. .- -0 ♦ '- . * � :ii �1.ONLY BE PERMITTED IF EXPLICITLY -3No i ti �' . I�1 •:4, ��_ �'�� _APPROVED BY ENGINEER. ° _ _ _ - - 1 ,, i \ \-- A__ , `� T/M 640.49 T/M 643.50 „T 650 ��,��/ t�V^��I �'\1�� \ �650-_ - _ \ \ \o \ ,a� c ...•��.tm �e��.., aka- ..�..A. - - - - - XIis -65 = _ _ ---t - \ / d' AI -12'-0" 21'-6" 33'-0" 1 � S -\--- \ \ _ _ - -- INSTALL EROSION STONE FILLETS AGAINST \ \ /1 \ — —" — 1 EXISTING BANKS, MINIMIZE EXCAVATION OF \ \ / 1 BANK MATERIAL BEYOND CULVERT APRON / i 1 TO GREATEST EXTENT PRACTICAL. ` 1 o ARTICULATING BLOCK PLAN NOT • CONTOURS SHOWN 'RE INTENDED TO NORTH HDORIZONTAL SCALE IN EEETD Zo REFC CT K MAT. FIISHED TOP OF •RTICULATED f 1 a EROSION STONE - DRAWING MAY HAVE BEEN REDUCED A -' "'• w 655 PLACE AS NECESSARY ON CONC APRON CD \L� N 655 = -..:I.:(--) :" s.,•, 0 TO SHAPE CONTOURS SHOWN IN PLAN i �C��'J^� i i. "' .10 o VIEW. OUTSIDE OF APRON, PLACE A 4" ...-; ci ,,, w ARTICULATING .., �., NOMINAL 6" THICKNESS ONLY AS BLOCK OVER STA: 0+71.0 -)--•< 1 z REQUIRED TO PROVIDE A WELL-GRADED • z „, ENGINEERING M«, Leo' 650— — — '1 SURFACE FOIL PLACEMENT OF I FABRIC _ _ - 650 —!C"') O ARTICULATED BLOCK MAT OVER l """> • 85 a ENGINEERING FABRIC —I Tl ' i 1 f r r - - - - /� • •-• 645 • F 645 i .. SEE DETAIL " -_. m 0 •zii arz • 4 rip- STA: 0+41.56 4 V.29 • ..._j g 640 _. 640 7 U • 5 CULVERT FLOOR CURTAIN WALL Design For ° LA SKEW 635 635 LEGEND E TRIPLE PRENTISS 8ST$ 5 K OVER RALSTON CREEK N N 0 {p (O 00 aco co PROPOSED BOX CULVERT TOP co S 0+00 0+50 0+79 - PROPOSED BOX CULVERT FLOOR ARTICULATING BLOCK PLAN NORTH z HORIZONTALD SCALE IN FEET KtE 10 MATTPOVER ENGNEERNG FABRICOSED 4" ARTICULATING OCK Station:10+00 Date:. ® NW PROFILE CITY OF IOWA CITY m DRAWING MAY HAVE BEEN REDUCED o a •• FED ROAD FISCAL SHEET TOTAL % TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715 663--8J-52 STATE DIST. N0. YEAR N0. SHEETS i DESIGNED BY: II W IW,P.C. • www.iiwengr.com IOWA V.28 75 d DETAILED BY: CHECKED BY: cV N I 4" ARTICULATING 'm 4" ARTICULATING BLOCK MAT OVER I BLOCK MAT OVER 2'-O" I ENGINEERING FABRIC ENGINEERING FABRIC TYP ,---is c0 Lo ,� APRON FLOWLINE N. rn SEE DETAIL 6 0 THIS SHEET _ _ i�I.4•I•I it 01; ► co MEI 17 2. ,ii.vip 0 e.0 in.•m.4b, --,i alit CURTAIN WALL 2.11.11.1.111111111111 VO I D CULVERT FLOOR EROSION STONE ® SECTION TION ® SECTION ABM TERMINATION AT CULVERT NOT TO CO.29 ABM TERMINATION BEHIND NOT TO SCALE TYPICAL THROUGH BE'MS ON NOT TO SCALE APRON IN CHANNEL BOTTOM CULVERT APRON WALL NORTH APRON UTILIZE CONC GROUT FOR FABRIC FORMED 4" ARTICULATING 3" 4" ARTICULATING CONCRETE BLOCKNEE MAT OVER , BLOCK MAT OVER REVETMENT TO FILL ENGINEERING FABRIC VOID SPACE. FINISH ENGINEERING FABRIC GROUT TO BE LEVEL #5 BAR TO ADJACENT MAT TOP OF SLOPE DRILL & EPDXY INTO R'L EXISTING CHANNEL BACKFILL 4" ARTICULATI G CONCRETE BLOCK MAT 0 . MIN 5Y2" EMBEDMENT ro MAT ENGINEERING FA.'RIC 1 1 7 1 FLOOR OF APRON `s. O OF VERTICAL FACE fv�-v N'_,��2 3--0' M,N A N 1 TO BE USED AT A 4' TYP SP G FOR kL EDGES PLACED CUT EXISTING CABLES AT NEW LOCATION OF END OF MAT. ON CONCRETE APRON FLOOR p6y4IN TM/ER TIC RON PROVIDE MECHANICAL ANCHORAGE TO PREVENT BLOCKS WALL AT NORTH END OF CULNLY.C� • J FROM DISENGAGING FROM THE MAT. -".i C + TRENCH MAT INTO GRADE AS SHOWN. REINF BAR NOTES: SECTION IEDGEE TERMINATION AT TOP NOT TOSCALE EPDXY COAT ALL REINF BARS^{ ABM~ SECTION OF SLOPE #5 BAR SHALL BE INSTALLED SO 11fkT I B IS EED IN m THE CENTER OF THE FINISHED GCtiLO INSTgrfilION OF at e JOINT BETWEEN EXISTING AND NOT TO NCI" THE BAR MAY BE MADE BY S' Tat:FABRIC ABRIC > PROPOSED ABM �' ' a SE ION SEALING OF THE SLIT WITH T } m AB ANCHOR DETAIL AGAINST N,• TO SCALE a INCRETE SURFACE 0 N M N o FABRIC FORMED REVETMENT ARTICULATING MAT NOTES: TOP OF SLOPE m THE FABRIC FORMED REVETMENT QUANTITY INCLUDES THE ORM AREA IN TERMINAL TRENCHES SHOWN ON THE rn REVETMENT REVETMENT BACKFILL DRAWINGS. LABOR, EQUIPMENT AND MATERIALS REQUIRED • ANCHOR FABRIC FORMS DURING PLACEMENT AND CURING OF GROUT SHALL BE CONSIDERED INCIDENTAL • THIS WORK. ��• " ` ANY CABLE PROTRUDING FROM MAT THAT FORMS A CLOSED LOOP SHALL BE CUT FOLLOWING PLACEMENT AND o �� •�.' •I.� INITIAL SET OF GROUT TO PREVENT SNAGGING OF FLOOD DEBRIS BY THE CABLE LOOP. THE RESULTANT m ~� I I I �" o . .' r w��'�.�a o CABLE ENDS PROTRUDING FROM THE MAT SHALL NOT EXCEED 18 INCH IN LENGTH. V ri- `�, �� .� .� �� ! •1'.a. I �� rr� rN "� GROUT SHALL NOT BE DISCHARGED ON THE TOP OF THE MAT THAT WILL FILL THE SEAM "VALLEY" BETWEEN II D �T- o, i• r BLOCKS. A WEAKENED PLANE ALONG THE SEAM LINES IS REQUIRED TO FACILITATE CRACKING AND o VP 4"•, r ARTICULATION. 1 j�..�u �J APRON OR CURTAIN ', ENGINEERING FABRIC WALL 'w� Design For s 3'-0"NI TRIPLE 13'x8'-8" 13.5' LA SKEW RCB <_ SECTION e 1 SECTION E PRENTISS ST OVER RALSTON CREEK . V.29 REVETMENT TERMINATION NOT TO•C LA V'29 REVETMENT EDGE NOT TO SCALE • • -J AGAINST APRON OR CURTAIN WALL TERMINATION AT TOP OF SLOPE ARTICULATING BLOCK & REVETMENT DETAILS Si Station:10+00 Date:. Z c CITY OF IOWA CITY a a •• FED. ROAD FISCAL SHEET TOTAL DESIGNED BY: TRACED BY: 563.556.2464 •• 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. 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Div 1(urban Div 2 Total Qty Total Cost Total Cost ITEM CODE BID ITEM DESCRIPTION I ",,,, , r,, NITS Div 1 and PRICE TOTAL COST J !,•, bridge fund) (local) Div 2 Div 1 Div 2 USE ONLY NO. LListdv9 -- 1 .tll �• . 1 2101-0850001 CLEARING AND GRUBBING { ACRE 0.1 0.1 $25,000.00 $2,500.00 $2,500.00 2 2101-0850002 CLEARING AND GRUBBING ks I I�I CUM!IM UNITS 9 9 $120.00 $1,080.00 $1,080.00 3 2102-2710070 EXCAVATION, CLASS 10,ROADWAY AND BORROW r t ' I I '1:I,�1's CY', 236 436 672 $20.00 $4,720.00 $8,720.00 $13,440.00 4 2104-2713020 EXCAVATION CL 13,CHANNEL CY 42 42 $20.00 $840.00 $840.00 5 2105-8425005 TOPSOIL,FURNISH AND SPREAD(6") CY 90 180 270 $35.00 $3,150.00 $6,300.00 $9,450.00 6 2109-8225100 SPECIAL COMPACTION OF SUBGRADE STA 2.2 3.3 5.5 $500.00 $1,100.00 $1,650.00 $2,750.00 7 2115-0100000 MODIFIED SUBBASE CY 308.3 246.8 555.1 $40.00 $12,332.00 $9,872.00 $22,204.00 8 2123-7450020 SHOULDER FINISHING,EARTH STA 2.3 6.1 8.4 $150.00 $345.00 $915.00 $1,260.00 9 2301-0685550 BRIDGE APPROACH PAVEMENT,AS PER PLAN SY 188 188 $180.00 $33,840.00 $33,840.00 10 2301-1033070 STANDARD OR SLIP FORM PCC PAVEMENT,CLASS C,CLASS 3 DURABILITY,7 IN SY 537.4 1141 1678.4 $60.00 $32,244.00 $68,460.00 $100,704.00 11 2401-6745650 REMOVAL OF EXISTING STRUCTURES LS 1 1 $35,000.00 $35,000.00 $35,000.00 12 2402-0425031 GRANULAR BACKFILL TON 1900 1900 $20.00 $38,000.00 $38,000.00 13 2402-2723000 EXCAVATION,CLASS 23 CY 2860 2860 $15.00 $42,900.00 $42,900.00 14 2403-0100000 STRUCTURAL CONCRETE,MISC CY 185 185 $525.00 $97,125.00 $97,125.00 15 2403-0100020 STRUCTURAL CONCRETE,(RCB CULVERT) CY 353 353 $600.00 $211,800.00 $211,800.00 16 2404-7775005 REINFORCING STEEL,EPDXY COATED LB 67,144 67144 $1.15 $77,215.60 $77,215.60 17 2413-0698121 DECK SURFACING(CLASS 0 PCC) SY 328 328 $70.00 $22,960.00 $22,960.00 18 2414-6424119 CONCRETE BARRIER RAILING,AESTHETIC LF 99.3 99.3 $130.00 $12,909.00 $12,909.00 19 2414-6460000 ORNAMENTAL METAL RAILING LF 99.7 99.7 $175.00 $17,447.50 $17,447.50 20 2418-0000010 TEMPORARY STREAM DIVERSION EACH 1 1 $10,000.00 $10,000.00 $10,000.00 21 2435-0250800 INTAKE,SW-508 EACH 1 1 $5,000.00 $5,000.00 $5,000.00 22 2435-0251000 INTAKE,SW-510 EACH 1 2 3 $5,000.00 $5,000.00 $10,000.00 $15,000.00 23 2435-0600010 MANHOLE ADJUSTMENT,MINOR EACH 1 1 2 $1,300.00 $1,300.00 $1,300.00 $2,600.00 24 2435-0700010 CONNECTION TO EXISTING MANHOLE EACH 1 1 $650.00 $650.00 $650.00 25 2435-0700020 CONNECTION TO EXISTING INTAKE EACH 2 2 $650.00 $1,300.00 $1,300.00 26 2502-8212206 SUBDRAIN,PERFORATED PLASTIC PIPE,6 IN.DIA. LF 252 621 873 $12.00 $3,024.00 $7,452.00 $10,476.00 27 2502-8221006 SUBDRAIN RISER,6 IN,AS PER PLAN EACH 2 1 3 $500.00 $1,000.00 $500.00 $1,500.00 28 2502-8221303 SUBDRAIN OUTLET,DR-303 EACH 1 4 5 $300.00 $300.00 $1,200.00 $1,500.00 29 2503-0114215 STORM SEWER GRAVITY MAIN,TRENCHED,RCP,2000D(CLASS III),15IN. LF 35 35 $50.00 $1,750.00 $1,750.00 30 2503-0114218 STORM SEWER GRAVITY MAIN,TRENCHED,RCP,2000D(CLASS III),18 IN. LF 36 36 $55.00 $1,980.00 $1,980.00 31 2503-0114224 STORM SEWER GRAVITY MAIN,TRENCHED,RCP,2000D(CLASS III),24 IN. LF 94 94 $60.00 $5,640.00 $5,640.00 32 2503-0114230 STORM SEWER GRAVITY MAIN,TRENCHED,RCP,2000D(CLASS III),30 IN. LF 50 303 353 $70.00 $3,500.00 $21,210.00 $24,710.00 Page 1 of 3 IF CONSTRUCTION REF. Div 1(urban Div 2 Total Qty Total Cost Total Cost ITEM CODE BID ITEM DESCRIPTION UNITS bridge fund) (local) Div 1 and PRICE Div 1 Div 2 TOTAL COST USE ONLY NO. Div 2 33 2503-0114236 STORM SEWER GRAVITY MAIN,TRENCHED,rljce,,2000D.(CLA$S NI),+�4 W 1,' LF 48 48 $130.00 $6,240.00 $6,240.00 i i.;l 34 2503-0200036 REMOVE STORM SEWER PIPE LESS-THAN OR-EQUAL TO 36 IN. LF 189 448 637 $15.00 $2,835.00 $6,720.00 $9,555.00 __E� f'� t- :.`s f-•RI 35 2507-3250005 ENGINEERING FABRIC ('i �; C SY 510 510 $3.00 $1,530.00 $1,530.00 36 2507-68000061 REVETMENT,CLASS E 1+'-.��t r I T t. \ `1,_ TON 200 200 $45.00 $9,000.00 $9,000.00 37 2507-8029000 EROSION STONE TON 265 265 $45.00 $11,925.00 $11,925.00 38 2507-8500040 FABRIC FORMED CONCRETE REVETMENT,ARTICULATING BLOCK MAT,4 INCH SY 305 305 $87.00 $26,535.00 $26,535.00 39 2507-8501100 CONCRETE GROUT FOR FABRIC FORMED CONCRETE REVETMENT CY 54 54 $245.00 $13,230.00 $13,230.00 40 2510-6745850 REMOVAL OF PAVEMENT SY 943.2 1143.6 2086.8 $15.00 $14,148.00 $17,154.00 $31,302.00 41 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH 2 2 4 $750.00 $1,500.00 $1,500.00 $3,000.00 42 2511-0310100 SPECIAL COMPACTION OF SUBGRADE FOR RECREATION TRAIL STA 3.4 2.9 6.3 $250.00 $850.00 $725.00 $1,575.00 43 2511-6745900 REMOVAL OF SIDEWALK SY 213.8 129.1 342.9 $8.00 $1,710.40 $1,032.80 $2,743.20 44 2511-7526004 SIDEWALK,PCC,41N. SY 133.8 149.8 283.6 $50.00 $6,690.00 $7,490.00 $14,180.00 45 2511-7526006 SIDEWALK,PCC,6 IN. SY 179 29.2 208.2 $55.00 $9,845.00 $1,606.00 $11,451.00 46 2511-7528101 DETECTABLE WARNINGS SF 36 36 72 $35.00 $1,260.00 $1,260.00 $2,520.00 47 2515-2475006 DRIVEWAY,P.C.CONCRETE,6 IN. SY 272.7 169.3 442 $55.00 $14,998.50 $9,311.50 $24,310.00 48 2515-6745600 REMOVAL OF PAVED DRIVEWAY SY 364.9 140 504.9 $8.00 $2,919.20 $1,120.00 $4,039.20 49 2518-6910000 SAFETY CLOSURE EACH 6 2 8 $200.00 $1,200.00 $400.00 $1,600.00 50 2519-1002042 FENCE,CHAINLINK,42 IN.HEIGHT LF 60 60 $55.00 $3,300.00 $3,300.00 51 2519-4200120 REMOVAL OF FENCE,CHAIN LINK LF 139 139 $10.00 $1,390.00 $1,390.00 52 2519-4200120 REMOVAL OF FENCE LF 85 85 $50.00 $4,250.00 $4,250.00 53 2523-0000310 HANDHOLES AND JUNCTIN BOXES EACH 1 1 $1,000.00 $1,000.00 $1,000.00 54 2524-6765010 REMOVE AND REINSTALL SIGN AS PER PLAN EACH 5 7 12 $150.00 $750.00 $1,050.00 $1,800.00 55 2526-8285000 CONSTRUCTION SURVEY LS 0.6 0.4 1 $7,500.00 $4,500.00 $3,000.00 $7,500.00 56 2528-8445110 TRAFFIC CONTROL LS 0.6 0.4 1 $15,000.00 $9,000.00 $6,000.00 $15,000.00 57 2533-4980005 MOBILIZATION LS 0.5 0.5 1 $60,000.00 $30,000.00 $30,000.00 $60,000.00 58 2554-0112006 WATER MAIN,TRENCHED,DUCTILE IRON PIPE(DIP),6 IN. LF 32 32 $75.00 $2,400.00 $2,400.00 59 2554-0112008 WATER MAIN,TRENCHED,DUCTILE IRON PIPE(DIP),8 IN. LF 1 1 $90.00 $90.00 $90.00 60 2554-0112012 WATER MAIN,TRENCHED,DUCTILE IRON PIPE(DIP),12 IN. LF 78 78 $90.00 $7,020.00 $7,020.00 61 2554-0132012 WATER MAIN WITH CASING PIPE,TRENCHED,DUCTILE IRON PIPE(DIP),12. LF 47 47 $300.00 $14,100.00 $14,100.00 62 2554-0203000 FITTINGS BY WEIGHT,DUCTILE IRON LB 1126 1126 $20.00 $22,520.00 $22,520.00 63 2554-0207006 VALVE GATE,DIP,6 IN. EACH 2 2 $1,800.00 $3,600.00 $3,600.00 64 2554-0207012 VALVE GATE,DIP,12 IN. EACH 2 2 $2,300.00 $4,600.00 $4,600.00 65 2554-0210201 FIRE HYDRANT ASSEMBLY,WM-201 EACH 2 2 $4,800.00 $9,600.00 $9,600.00 Page 2 of 3 CONSTRUCTION REF. a ^ Div 1(urban Div 2 Total Qty Total Cost Total Cost ITEM CODE BID ITEM DESCRIPTION , UNITS bridge fund) (local) Div 1 and PRICE Div 1 Div 2 TOTAL COST USE ONLY NO. Div 2 66 2554-0212020 VALVE BOX EXTENTION EACH 1 2 3 $500.00 $500.00 $1,000.00 $1,500.00 67 2554-0214000 FIRE HYDRANT ADJUSTMENT t1 `I T- 11 - �I A� �'��1 j ;;,,.�E � EACH 1 1 $3,000.00 $3,000.00 $3,000.00 68 2555-0000010 DELIVER AND STOCKPILE SALVAGED MATERIALS, LS 0.25 0.75 1 $1,000.00 $250.00 $750.00 $1,000.00 TY ULL.I\4\ 69 2599-9999005 FIRE HYDRANT REMOVAL i t ;, I ra i : ; EACH 2 2 $500.00 $1,000.60 $1,000.00 70 2599-9999005 INTAKE,SPECIAL `` r` EACH 2 2 $5,000.00 $10,000.00 $10,000.00 71 2599-9999005 REMOVE&REINSTALL PARKING METER EACH 3 3 6 $400.00 $1,200.00 $1,200.00 $2,400.00 72 2599-9999005 REMOVE&REINSTALL HANDHOLE EACH 1 1 $1,200.00 $1,200.00 $1,200.00 73 2599-9999009 CONDUIT,3 INCH PVC LF 325 325 $8.00 $2,600.00 74 2599-9999009 CONDUIT,RE-ROUTE LF 110 110 $30.00 $3,300.00 $3,300.00 75 2599-9999009 FENCE,ORNAMENTAL VINYL LF 65 65 $150.00 $9,750.00 $9,750.00 76 2599-9999009 FENCE,TREATED WOOD LF 20 20 $100.00 $2,000.00 $2,000.00 77 2599-9999018 REMOVAL OF EXISTING CONCRETE PATIO SY 88.1 88.1 $20.00 $1,762.00 $1,762.00 78 2599-9999018 SIDEWALK,REINFORCED P.C.CONCRETE,12 IN. SY 114.1 114.1 $200.00 $22,820.00 $22,820.00 79 2601-2634100 MULCHING ACRE 0.1 0.2 0.3 $1,500.00 $150.00 $300.00 $450.00 80 2601-2636044 SEEDING AND FERTILIZING(URBAN) ACRE 0.1 0.2 0.3 $1,800.00 $180.00 $360.00 $540.00 81 2602-0000020 SILT FENCE LF 865 160 1025 $2.00 $1,730.00 $320.00 $2,050.00 82 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 865 160 1025 $0.50 $432.50 $80.00 $512.50 83 2602-0000150 STABILIZED CONSTRUCTION ENTRANCE,EC•303 LF 50 50 100 $30.00 $1,500.00 $1,500.00 $3,000.00 84 2602-0060309 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE,9 IN.DIA. LF 60 100 160 $4.00 $240.00 $400.00 $640.00 85 2602-0000350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF 60 100 160 $1.00 $60.00 $100.00 $160.00 86 2602-0010010 MOBILIZATIONS,EROSION CONTROL EACH 3 3 $500.00 $1,500.00 $1,500.00 87 2602-0010020 MOBILIZATIONS,EMERGENCY EROSION CONTROL EACH 1 1 $1,000.00 $1,000.00 $1,000.00 88 2610-0000120 TREES,HEART OF GOLD EACH 1 1 $500.00 $500.00 $500.00 89 2610-0000120 TREES,TULIP TREE EACH 1 1 $500.00 $500.00 $500.00 TOTAL ESTIMATE DIVISION 1 Urban bridge fund eligible $916,732.70 TOTAL ESTIMATE DIVISION 2 local funds $314,888.30 TOTAL ESTIMATE CONSTRUCTION COST $1,231,621.00 Page 3 of 3 C� Prepared by:_Melissa A.Clow,Public Works,410 E.Washington St.,Iowa City,IA 52240,(319)356-5413 Resolution No. 19-275 Resolution setting a public hearing on December 3, 2019 on project manual and estimate of cost for the construction of the Prentiss Street Bridge Replacement Project (BROS-3715(663)-- 8J-52), and directing City Clerk to publish notice of said hearing, and directing the City Engineer to place said project manual on file for public inspection. Whereas, funds for this project are available in the Prentiss Street Bridge account#S3935. Now, therefore, be it resolved by the Council of the City of Iowa City, Iowa, that: 1. A public hearing on the plans, specifications and estimate of cost for the construction of the above-mentioned project is to be held on the 3rd day of December, 2019, 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. 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. A copy of the plans, specifications 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 19th day of November 2019 M or 1 p®rov by Attest: - /j City Clerk City Attorney's Office It was moved by Mims and seconded by Salih the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Cole x Mims x Salih x Taylor x Teague x Thomas x Throgmorton Jk3ied1a PRESS-CITIZEN MEDIA PART OF THE USA TODAY NETWORK CITY OF IOWA CITY ICPD 410 E WASHINGTON ST This is not an invoice IOWA CITY IA 522401825 #of Affidavits 1 AFFIDAVIT OF PUBLICATION State of Wisconsin County of Brown, ss.: The undersigned, being first duly sworn on oath, states that the Iowa City Press Citizen, a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Iowa City, Iowa, the publisher of Iowa City Press Citizen newspaper of general circulation printed and published in the City of Iowa City, Johnson County, Iowa, and tha an advertisement, a printed copy of which is attached as xhibit"A" and made part of this affidavit, was printed and published in Iowa City Press Citizen on the following dates: Ad No. Start Date: Run Dates: Cost: 0003913784 11/25/19 11/25/19 $41.78 Copy of Advertisement Exhibit"A" � _ frt_ arz(L,t_ Subscri ed and sworn to before me by said affiant this 25th day of November, 2019 7 Not Public 5/57j Commission expires _ . NANCY ,.. .., Y HEYRMAN Notary Public State of Wisconsin • NOTICE OF PUBLIC HEARING NOTICE OF PUBLIC HEARING ON PROJECT MANUAL AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE PRENTISS STREET BRIDGE PROJECT IN THE CITY OF IOWA CITY,IOWA TO ALL TAXPAYERS OF THE CITY TO OTHERINTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on Project Manual, including the plans,specifications, contract and estimated cost for the construction of the Prentiss Street Bridge Proiect [BROS-3715(663)-8J-521 In said city at 7:00 p.m.on the 3rd day of December, 2019. Said meeting to be held in the Emma J. Harvat Hall in the City Hall, 410 East 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. This proiect includes replacement of the existing Prentiss Street Bridge. Roadway improvements on Prentiss Street extend to South Dubuque Street and on South Linn Street extend 200 feet north of Prentiss Street. Storm sewer on Prentiss Street is being replaced to increase capacity and reduce surcharging during large rainfall events. The project also Includes improvements to ADA sidewalk ramps, public utilities and water main. Said Project Manual and estimated cost are now on file in the office of the City Clerk In the City Hall in 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 Project Manual or the cost of making said improvements. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. KELLIE K. FRUEHLING, CITY CLERK 9 Prepared by:Melissa Clow,Special Projects Administrator,Public Works,410 E.Washington St.,Iowa City, IA 52240 (319)356-5413 Resolution No. 19-292 Resolution approving project manual and estimate of cost for the construction of the Prentiss Street Bridge Replacement Project (BROS-3715(663)--8J-52), establishing amount of bid security to accompany each bid, directing City Clerk to post notice to bidders, and fixing time and place for receipt of bids. Whereas, notice of public hearing on the project manual and estimate of cost for the above- named project was published as required by law, and the hearing thereon held; and Whereas, this project will be bid by the Iowa Department of Transportation (DOT); and Whereas, bids will be accepted on January 21, 2019 at 10:00 a.m. by the DOT, Office of Contracts in Ames, Iowa; and Whereas, the City Engineer or designee intends to post notice of the project on the website owned and maintained by the City of Iowa City; and Whereas, funds for this project are available in the Prentiss Street Bridge account#S3935. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The project manual 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 form and amount prescribed in the bidding proposal. 3. The City Clerk is hereby authorized and directed to post notice as required in Section 26.3, not less than 13 days and not more than 45 days before the date of the bid letting, which may be satisfied by timely posting notice on the Construction Update Network, operated by the Master Builder of Iowa, and the Iowa League of Cities website. 4. Bids for the above-named project are to be received by the DOT, Office of Contracts, 800 Lincoln Way, Ames, Iowa, before 10:00 a.m. on the 21st day of January, 2020. Thereafter, the bids will be opened and announced by the DOT, and thereupon referred to the City Council of the City of Iowa City, Iowa for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 4th day of February, 2020, or at a special meeting called for that purpose. Resolution No. 19-292 Page 2 Passed and approved this 3rd day of December , 2019. M or Attest: Ci Clerk City Attorney's Office It was moved by Thomas and seconded by Mims the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: Cole x Mims x Salih x Taylor x Teague x Thomas x Throgmorton Ashley Platz From: Kelsey Hutchison <khutchison@mbi.build> Sent: Thursday, December 19, 2019 10:10 AM To: Ashley Platz Subject: Certificate for Notice to Bidders Attachments: 12.19.19 notice to bidders.pdf Certificate The undersigned, being first duly sworn on oath,states that The Construction Update Plan Room Network("Cu Network") is a corporation duly organized and existing under the laws of the State of Iowa,with its principal place of business in Des Moines, Polk County, Iowa. The undersigned also states that he is now and was at the time hereinafter mentioned,the duly qualified and acting President/CEO of the CU Network,and that as such President/CEO of the CU Network and by full authority from the Executive Board, he caused a NOTICE TO BIDDERS RCB Culvert Replacement-Triple Box in Ames A printed copy of which is attached and made part of this certificate,to be posted in the Construction Update Network Plan Room,a relevant contractor plan room service with statewide circulation and a relevant contractor lead generating service with statewide circulation, on the following date(s): December 19, 2019 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. CL KA December 19, 2019 Date President/CEO of The Construction Update Plan Room Network Kelsey Hutchison Master Builders of Iowa•Administrative Assistant&Project Information Specialist 221 Park Street•PO Box 695•Des Moines•Iowa•50306 [d]515.657.4381 •[o]515.288.8904 [e]khutchison@mbi.build •[w]www.mbi.build[Plan Room]www.iowaconstructionuodate.com Con na • v ettedin $"r •. ' TOY DRIVE p•*. I6A~� p g Accetin donations �� through December 10! c� 1.,;.. roc, for DAILY NOTICE TO BIDDERS construction update RECEIVED DEC 182019 0100 Notice to Bidders Spruce Street Water Main Replacement Project Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 28th day of January, 2020. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bld" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals 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 4th day of February, 2020, or at special meeting called for that purpose. An optional pre-bid meeting will be held at 10:00 am on January 21, 2019 at City Hall, Iowa City. The Project will involve the following: Approximately 900 feet of 8" PVC water main installed by directional drill method on the west side of Spruce Street between Deforest Avenue and Friendly Avenue/Lower Muscatine Road. In addition, the construction activities will include the associated copper water services, traffic control, and sidewalk and pavement removal and restoration. All work Is to be done in strict compliance with the Project Manual prepared by Watersmith Engineering, of Muscatine, Iowa, which has heretofore 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 submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid security 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, 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 of the City Council's award of the contract and post bond satisfactory to the City (in the form shown in Section 0510) ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract has been executed,the required Performance, Payment,and Maintenance Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance,Payment,and Maintenance Bond in an amount equal to one hundred percent(100%)of the contract price and in the form shown in Section 0510, 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 improvement for a period of five (5) year(s)from and after its completion and formal acceptance by the City Council. First Avenue Water Main Improvements Project Page 1 of 50 The following limitations shall apply to this Project: Specified Start Date: March 2, 2020 Substantial Completion: April 30, 2020 Final Completion: May 30, 2020 Liquidated Damages: $500 per day The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave, Suite 100, Iowa City, Iowa 52240, Phone: (319)354-5950, Fax: (319)354- 8973, Toll-Free: (800) 779-0093. A$20.00 fee is required for each set of the Project Manual provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Technigraphics, a division of Rapids Reproductions. The fee is refundable if returned within 14 days of award of the project by City Council in re-usable condition. 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 Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at(515) 239-1422. Bidders shall list on the Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall list on the Contract its subcontractors, together with quantities, 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 required 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 technicalities and irregularities. Posted upon order of the City Council of Iowa City, Iowa. KELLIE FRUEHLING, CITY CLERK First Avenue Water Main Improvements Project Page 1 of 50 NOTICE TO BIDDERS STATE OF IOWA - Sealed bids will be received by the Iowa Department of Transportation (DOT), Office of Contracts, 800 Lincoln Way, Ames, Iowa 50010 on January 22, 2020 at 10:00 A.M. CDT for various items of construction and maintenance work. Plans, specifications and proposal forms for the work may be seen at the Office of Contracts until noon on the day previous to the letting. A listing of projects open for bids and details for each project will be available to potential bidders and suppliers three weeks prior to the letting date at www.bidx.com/ia/main or www.iowadot.gov or by calling the Office of Contracts at 515-239-1414. The Iowa DOT uses the Bid Express website — www.bidx.com - as the official depository for bid submittal. The Iowa DOT will ensure this depository is available for a two-hour period prior to the deadline for submission of bids. If there is an interruption of communications or loss of service by Bid Express during this two-hour period, the Iowa DOT will delay the deadline for bid submissions to allow potential bidders to submit bids. Instructions will be communicated to potential bidders. Opening and reading of the bids will be performed at the Office of Contracts after 10:30 A.M. on the day bids are to be received, unless otherwise specified by the Iowa DOT. Unless otherwise specified, bidder shall submit an electronic proposal with digital signature using bidding software furnished by the Department and electronic bid submittal procedures of the Department. Proposals received after the bid deadline will not be read. Proposals containing any reservations not provided for in the forms furnished will be rejected. The Iowa DOT reserves the right to waive technicalities and reject any or all bids. A proposal guaranty, not less than the amount as set forth in the proposal form, shall be filed with each proposal. The proposal guaranty shall be in the form of a certified check or credit union certified share draft, cashier's check, money order or bank draft drawn on a solvent bank or credit union. Certified checks or credit union certified share drafts shall bear an endorsement signed by a responsible official of such bank or credit union as to the amount certified. Cashier's checks, money orders or bank drafts shall be made payable either to the contracting authority or bidder; and, where made payable to the bidder, shall contain an unqualified endorsement to the contracting authority signed by the bidder or the bidder's authorized agent. A properly completed Contractor's Annual Bid Bond (form 650043) may be used in lieu of the monetary options specified above. Both forms are available from the Office of Contracts. These must be delivered to the Office of Contracts at the address above. Iowa DOT personnel will be available to accept proposal guaranties during regular business hours of 8:00 a.m. to 4:30 p.m. A Proposal Guaranty/Bid Bond (Form 518003) may be used for the proposal guaranty in lieu of that specified above, using the electronic bid bond verification feature authorized by the Department. Per Iowa Code section 423.3 (80), the contracting authority will issue an exemption certificate for the purchase or use of building materials, supplies and equipment used in the performance of the construction contract. Failure to execute a contract and file an acceptable performance bond and certificate of insurance within 30 days of the approval date for awarding the contract will be just and sufficient cause for the denial of the award and forfeiture of the proposal guaranty. The Iowa DOT (or other approved contracting authority) hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. On federal-aid projects, where disadvantaged business enterprise (DBE) goals have been established, the bidder is required to complete and submit form 102115 with the bid documents. On all projects without DBE goals, the contractor must show that affirmative action has been made to seek out and consider DBEs as potential subcontractors. Some projects may be listed in multiple proposals (as an individual project or part of a combined package of projects). The contracting authority will determine which combination of proposals produce the lowest bid for these projects. Minimum wage rates for all federal-aid projects have been predetermined by the U.S. Secretary of Labor and are set forth in the specifications. However, this does not apply to projects off the federal-aid highway system. All federal-aid projects are subject to the Contract Work Hours Standards Act, as amended (title I of Pub. L. 87-581, Aug. 13, 1962, 75 Stat.357) and implementing regulations. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced within Iowa, and also, a resident bidder shall be allowed a preference against a nonresident bidder from a state or foreign country which gives or requires a preference to bidders from that state or foreign country both on projects in which there are no federal funds involved. Bid Order: 020 County: JOHNSON Proposal ID: 52-3715-663 Work Type: RCB CULVERT REPLACEMENT—TRIPLE BOX Proposal Section: 0001 ITEMS FOR A TRIPLE 13' X 8'-8" REINFORCED CONCRETE BOX CULVERT DBE Goal: 4.0% Working Days: 105 Late Start Date: 06/01/2020 Guarantee: $$62,500.00 Project: BROS-3715(663)--8J-52 Route: PRENTISS STREET, PRENTISS STREET BRIDGE OVER RALSTON CREEK o � . IOWA LEAGUE Qf CITI ES CERTIFICATE The Iowa League of Cities an entity organized under the laws of Iowa as an instrumentality of its member cities, with its principal place of business in Des Moines, Polk County, Iowa, does hereby certify that I am now and was at the time hereinafter mentioned, the duly qualified and acting Executive Director of the Iowa League of Cities, and that as such Executive Director of the League and by full authority from the Executive Board, I have caused a NOTICE TO BIDDERS Prentiss Street Bridge - Culvert Replacement Classified ID: 122505 A printed copy of which is attached and made part of this certificate, provided on 12/18/2019 to be posted on the Iowa League of Cities' internet site on the following date: December 18 , 2019 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 12/18/2019 VV Alan Kemp, Executive Director Prepared by:Melissa Clow,Special Projects Administrator,Public Works,410 E.Washington St.,Iowa City,IA 52240 (319)356-5413 Resolution No. 20-16 Resolution to rescind Resolution No. 19-292 which included approving project manual and estimate of cost for the construction of the Prentiss Street Bridge Project (BROS- 3715(663)--8J-52), establishing amount of bid security to accompany each bid, directing City Clerk to post notice to bidders, and fixing time and place for receipt of bids. Whereas, the project manual and estimate of cost for the construction of the Prentiss Street Bridge Project (BROS-3715(663)--8J-52) were approved in Resolution No. 19-292 for letting and a notice to bidders to fix time and place for receipt of bids was published; and Whereas, the City of Iowa City discovered a number of plan deficiencies during the bidding period; and Whereas, the City of Iowa City withdrew the project from the current Iowa Department of Transportation (DOT) letting; and Whereas, a new letting date has been tentatively rescheduled for March 17, 2020; and Whereas, due to necessary plan revisions, Resolution No. 19-292 should be rescinded. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. Resolution No. 19-292 is hereby rescinded in its entirety. Passed and approved this 21st day of January , 2020. May Approved by Attest: I - lam - v City Clerk City Attorney's Office It was moved by Salih and seconded by Mims the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Bergus x Mims x Salih x Taylor x Teague x Thomas x Weiner Atom pqr February 18, 2020 CITY OF IOWA CITY 410 East Washington Street Iowa City,Iowa 52240- 1826 (319)356-5000 City Clerk (319)356-5009 FAX City of Iowa City, Iowa www.icgov.org Re: Prentiss Street Bridge Replacement Project Iowa DOT Project BROS-3715-(663)--8J-52 Dear City Clerk: The estimate of cost, as prepared by IIW, P.C. of Dubuque, IA for the Prentiss Street Bridge Replacement Project is $1,370,000.00. Sincerely, /�rJ /kt & C � Melissa A. Clow, El Special Projects Administrator tee-, rn .,0t t _ri1 . ;. N cry TOTAL SHEETS U.S. ARMY CORPS OF ENGINEERS SECTION 404 PERMIT AND CONDITIONS 81 O H. O CONSTRUCT THIS PROJECT ACCORDING TO THE REQUIREMENTS OF U.S. m o ARMY CORPS OF ENGINEERS NATIONWIDE PERMIT 14, PERMIT NO. CEMVR-OD-P-2018-0953. PROJECT NUMBER in A COPY OF THIS PERMIT IS AVAILABLE FROM THE IOWA DOT WEBSITELLI NI 'OWA DOT BROS 3715(663) -SJ-52 CD (http://www.envpermits.iowadot.gov/). EL z - THE U.S. ARMY CORPS OF ENGINEERS RESERVES THE RIGHT TO VISIT THE SITE 105-3 - WITHOUT PRIOR NOTICE. INDEX OF SHEETS 10-18-05 I- N W J Highway Division NO. DESCRIPTION LE IOWA DNR STORM WATER PERMIT A.1 - A.3 TITLE SHEET, LEGENDS AND ABBREVIATIONS, DEMOLITION I- < THIS PROJECT IS COVERED BY THE IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PLANS OF PROPOSED IMPROVEMENTS ON THE B.1 - 8.2 TYPICAL SECTIONS, DETAILS PERMIT NO. 2. THE CONTRACTOR SHALL CARRY OUT THE TERMS AND CONDITIONS OF GENERAL C.1 - C.11 BID ITEMS, REFERENCE NOTES, NOTES, TABULATIONS LZ PERMIT NO. 2 AND THE STORM WATER POLLUTION PREVENTION PLAN WHICH IS PART OF THESE (� (�R p /1 K ROAD O n D s M s T E M D.1 PLAN & PROFILES (MAINLINE) CONTRACT DOCUMENTS. REFER TO SECTION 2602 OF THE IDOT STANDARD SPECIFICATIONS FOR l`9lIU !r� LRl Ln1 tl 11V11 E.1 PLAN & PROFILE (SIDE ROAD) W (NI EC.1 INFORMATION. EC.1 EROSION CONTROL PLAN 0 "' CITY OF IOWA CITY G.1 H.1 SURVEY U Q t IOWA DNR FLOODPLAIN CONSTRUCTION PERMIT Et CO THIS PROJECT IS COVERED BY THE IOWA DEPARTMENT OF NATURAL RESOURCES FLOODPLAIN J.1 - J.4 TRAFFIC CONTROL L I CONSTRUCTION PERMIT NO. FP-2018-218. L.1 - L.4 GEOMETRIC STAKING & JOINTING CC BROS-3715(663)--8J-52 M.1 - M.4 STORM SEWER RCB CULVERT REPLACEMENT - TRIPLE BOX S., _ S.4 SIDEWA KL&TTABU (WATER) W CO U.1 - U.7 WATER DETAILS, MI-220 MODIFIED, SANITARY MANHOLE DETAILS IN THE CITY OF IOWA CITY, PRENTISS STREET BRIDGE, PRENTISS v., SITUATION PLAN _1 inV.2 - V.29 CULVERT DETAILS 0 STREET BRIDGE OVER RALSTON CREEK w., - W.4 CROSS SECTIONS (MAINLINE) To X.1 - X.3 CROSS SECTIONS (SIDE ROADS) CO I SCALES: As Noted 0CY U) m 0927 REFER TO THE PROPOSAL FORM FOR LIST OF APPLICABLE MILEAGE SUMMARY - -94 R-6W SPECIFICATIONS. DIV. LOCATION LIN. FT. MILES - D N ///�� SEE SHEET C.6 FOR STANDARD ROAD PLAN TABULATION N 1 PRENTISS STREET STA 6+00.87 TO 10+76.08 1 �475.21 0.09 W WASF INGTON D co Sr LINN STREET STA 30+15.37 TO 31+31.8816.51 0.02 E WASHINGTON t::_,) N z TOTAL i O-z E COLLEGE , ST D.11 N 811 w BULINGTG sT I OWA � .�'-‹ CO \��! _ E BUHLINGTON ST r-,...,, --._ `} t' E COURT ONE C:...,A2,,,,,.,LE.ssLio: r:,ww mgT DESIGN SPEED: 25 MPH¢COURTE COURT STz w 1 (800) 292 - 898 � -In Inv a ? TRAFFIC CONTROL PLANZw eARRISON F HPRRISONJIz THIS ROAD SHALL BE CLOSED TO VEHICULAR AND PEDESTRIAN TRAFFIC DURING CONSTRUCTION.w aOIRIVERSID sT o ~ z ALL TRAFFIC CONTROL DEVICES, PROCEDURES, AND LAYOUTS WITHIN THE LIMITS OF THIS PROJECT z NCT a m woc SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS ANDI HEREBY CERTIFY THAT THIS ORGINEERNG DOCUMENT WAS PREPARE) U (PR) ¢ IJ HIGHWAYS, (MUTCD) AS ADOPTED BY THE DEPARTMENT PER 761 OF THE IOWA ADMINISTRATIVEuuunl,,, BY YE OR UNDER YY DIREC7 PERSONL SUPERVISION AND cT or m BowER`. CODE IAC , CHAPTER 130." THE CONTRACTOR SHALL FURNISH TRAFFIC CONTROL INCLUDING OI '' LWS Cf THE TE IOWA PRaFESSIa+L ENCRIEEti UNDEREQw BRENTISS E PRENTIS ( ) Q- „ q ,v < BARRICADES AND SIGNS IN ACCORDANCE WITH TC-252 AND THE MUTCD. CONTRACTOR SHALL BE FOR IIW.P.C. AVE WRIGHT > RESPONSIBLE FOR ALL DETOUR SIGNING. CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALLJ �='"sT _ _� NECESSARY TRAFFIC CONTROL DEVICES ON A 24 HOUR PER DAY, 7 DAYS A WEEK BASIS DURINGz= GEOFFRY F. _mac+'_ ,.vY " 1/17/2020 RIVERSIIIErt sue, THE CONSTRUCTION PERIOD. CONTRACTOR TO PROVIDE 24 HOUR CALL NUMBER FOR REPAIR OF =W= BLANDIN :z= z CT PL �_`, DEFICIENCIES. �, 15274 OEOFFRY T.BLANDIN DATE I,, O � PE 15274 12/31/2021 0 LAFAYE TTE ST -IIII �� .,. ''''„ nw„````{T�.`1 LICENSE# RENEWAL DATE 1.\ ''',''/"'1/I/II 11111110 �� PAGES OR SHEETS COVERED BY THIS CERTIFICATION: r o ALLSHEETSIN INDEX EXCEPT V & J SHEETS LL B.O.P. STATION 6+00.87 SECTION 15 "`wis,,INN,,,, I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED a E.O.P. STATION 10+76.08 BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION MD < FHWA STRUCTURE NO. 500790 QQOf E S S/p�� LAWS OF THE STATELICIOWALICENSED ENGINEER UNDER THE a -,u: Z `• BY IIW.P.C. LOCATION MAP U w WAND 1/17/2020 o =co; COURTNEY E. ':c� mIII APPROX. SCALE: u 23610 COURTNEY E.WAND DATE • 0 0.1 0.2 a■■.,■■■■.� i '' , j1..•`: �� PE UCENSE 2361� 21 RENEWAL DATE -■■• ■■■ ''',/ I0u'i'l ' ``````` PAGES OR SHEETS COVERED BY THIS CERTIFICATION: 3 SCALE IN MILES :� / 0 ��illiall1P i V SHEETS w IIW P C.i 1■.■■.111...•� x U) i ♦ R IR. ■.■ P SHOP DRAWINGS WILL BE CHECKED BY IIW, P.C. I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED ¢ 1-■■■.■.■■ `` / BY YE OR UNDER 4Y DIRECT PERSONL SUPERVISION AND 4155 PENNSYLVANIA AVE., DUBUQUE, IA 52002 (563) 556-2464 (c.wandOiiwengr.com) \`��,IIIIIIIIII,,, ni A N � .■■.■■■■■■� ````Q�OF E S S/p4,�� LAWS OF THE DULYSTA CENS OF W PROFESSIONAL ENGINEER UNDER THE d �■LI♦■��t ``` ,•,„ u,,, FOR IIW.P.C.R � `� ARCHITECTURE _0 Z (9,..\I,,,,ADA. 1/17/2020 '. _ JERI Al. =c)_ CIVIL ENGINEERING U__ _ _ 5 CONSTRUCTION SERVICES =w_ VONDERA _ ' __U= 24462 `,,` JFRI M.VONDERA DATE ENVIRONMENTALNDSURVEYING ENGINEERING PE 24462 12/31/2021 rn MUNICIPAL ENGINEERING NEERING '4*'�'',, ,,a``••`>X `` LICENSE/ RENEWAL DATE AADT 1 ,768 V.P.D. 2015 0W I STRUCTURALIPALEN INEERING ' `` ¢ TRANSPORTATION ENGINEERING '''''�".,'iPNIIIIIIIp��\`` PAGES OR SHEETS COVERED BY THIS CERTIFICATION: INTEGRrIY.EXPERTISE.SOLUTIONS J SHEETS n a n DESIGNED BY: TRACED BY: PROJECT NUMBER STATE FED. ROAD FISCAL SHEET TOTAL j - CITY OF IOWA CITY BROS-3715(663)--8J-52 TAT A.1. 81 el: DETAILED BY: CHECKED BY: IOWA N ,11 ABBREVIATIONS LEGEND I EXISTING PROPOSED EXISTING PROPOSED I FD FLOOR DRAIN R RADIUS r%' A CENTRAL ANGLE FDN FOUNDATION R&R REMOVE & REPLACE `O A/C AIR CONDITIONING(ER) F.E. FIELD ENTRANCE R&S REMOVE & SALVAGE - - - - PROPERTY/ROW LINE —--— I! CATCH BASINEN Es) ABM ARTICULATING BLOCK MAT FES FLARED END SECTION RCB REINFORCED CONCRETE BOX i. AC ACRES F-F FACE TO FACE RCAP REINFORCED CONCRETE ARCH PIPE — — — EASEMENT —••—••— ® AREA INTAKE A.F.F. ABOVE FINISHED FLOOR FFE FINISH FLOOR ELEVATION RCP REINFORCED CONCRETE PIPE I AGG AGGREGATE FG FORM GRADE RD ROAD — • SECTION LINE pD STORM MANHOLE N AOH ARROW ON HYDRANT FIN GR FINISHED GRADE REBAR REINFORCING BAR m ARCH ARCHITECTURAL FL FLOWLINE REF REFERENCE .. QUARTER SECTION LINE Q SANITARY MANHOLE ASPH ASPHALT FLG FLANGE REINF REINFORCING/REINFORCED QUARTER QUARTER AVG AVERAGE FLR FLOOR REV REVISION — ••• SECTION LINE J) UTILITY MANHOLE 0 FM FORCE MAIN RIM RIM ELEVATION B-B B/C - B/C FND FOUND ROW RIGHT OF WAY - CENTERLINE - ® WATER VALVE MANHOLE B/C, BOC BACK OF CURB FT FOOT/FEET RP RADIUS POINT B/DITCH BOTTOM OF DITCH FTG FOOTING RS RESILIENT SEAT D STORM SEWER D FIRE HYDRANT B P BACKFLOW PREVENTOR FUT FUTURE RT RIGHT B/L BASE LINE FV FIELD VERIFY SD — SUB DRAIN — SD — •86 WATER SHUT OFF B/S BOTTOM OF SLOPE S SOUTH BLDG BUILDING G GUTTER S= SUPERELEVATION — s - SANITARY SEWER S WATER VALVE B.M. BENCH MARK GC GENERAL CONTRACTOR SAN SANITARY BOP BEGINNING OF PROJECT GALV GALVANIZED SANS SANITARY SEWER FM FORCE MAIN — FM O YARD HYDRANT BOT BOTTOM GND GROUND SB SOIL BORING Gv GV BSMT BASEMENT GRAN GRANULAR SCH SCHEDULE w — WATER LINE W BV BUTTERFLY VALVE GRD GRADE SD SUB DRAIN DQ GAS VALVE DQ GV GATE VALVE SEC SECTION G GAS LINE G — -,- SIGN -a- C&G CURB AND GUTTER SE'LY SOUTHEASTERLY CAN CABLE TELEVISION HMA HOT MIX ASPHALT SF SQUARE F00T OHE OVERHEAD ELECTRIC alE �, UTILITY POLE `� CB CATCH BASIN HORIZ HORIZONTAL S.F.D. STEP FOOTING DOWN pp C-C CENTER TO CENTER HPT HIGH POINT SHT SHEET E UNDERGROUND ELECTRIC E UTILITY POLE WITH LIGHT �O� CF CUBIC FEET HSD HEADLIGHT STOPPING DISTANCE SIG. SIGNAL CH CHORD HYD HYDRANT SIM. SIMILAR CH BRG CHORD BEARING S'LY SOUTHERLY OHT OVERHEAD TELEPHONE art + TRAFFIC SIGNAL POLE CIP CAST IRON PIPE D NSIDE DIA/INSIDE DIM SOG SLAB ON GRADE C-I-P CAST-IN-PLACE E NVERT ELEVATION SPEC SPECIFICATION T UNDERGROUND TELEPHONE T 6 GUY ANCHOR O CISP CAST IRON SOIL PIPE MP MPROVEMENTS SS STAINLESS STEEL CJ CONTROL JOINT N NCHES SSD STOPPING SIGHT DISTANCE OHN OVERHEAD TELEVISION —WV— >;z LIGHT POLE # q OR CL CENTERLINE NV NVERT ST STREET CLR CLEAR P RON PIPE STA STATION TV UNDERGROUND TELEVISION — TV — ❑ UTILITY PEDESTAL ❑ CMP CORRUGATED METAL PIPE STD STANDARD CMU CONCRETE MASONRY UNIT JB JUNCTION BOX STL STEEL — FIB FIBER OPTIC — FIB - ® WELL CO CLEAN OUT JT JOINT/JOINT LENGTH STM STORM COL COLUMN STMS STORM SEWER COMP COMPACTED K RATE OF VERT CURVATURE SWLY SOUTHWESTERLY x WIRE FENCE X 1C31 MAILBOX CONC CONCRETE SY SQUARE YARD 0 CHAINLINK FENCE — 0 — WATER LEVEL CONN CONNECTION L LENGTH OF CURVE — — CONST CONSTRUCTION LAT LATERAL T TANGENT LENGTH 0 WOOD FENCE ❑ (O\ BOLLARD ( 1 CONT CONTINUOUS LF LINEAL FOOT T/B TOP OF BANK COR CORNER LONG LONGITUDINAL T/DITCH TOP OF DITCH 000 CONTOUR LINE —000— SOIL BORING CP CONTROL POINT LP LIGHT POLE T/C, TC TOP OF CURB ♦ r♦ CPE CORRUGATED POLYETHYLENE PIPE LPT LOW POINT T/GRAV TOP OF GRAVELZi CRST CRUSHED STONE LT LEFT T/M TOP OF MAT I RAILROAD TRACKS I I I I POST INDICATOR VALVE CSP CORRUGATED STEEL PIPE T/WALL TOP OF WALL CTRD CENTERED MAX MAXIMUM T/P, TP TOP OF PAVEMENT CTR CENTER ME MATCH EXISTING T/S TOP OF SLOPE W/ TRUNK DIA - GUARD RAIL - - - - DECIDUOUS TREE CULT CULTIVATED MH MANHOLE T/SUB TOP OF SUBGRADE ,r{ CV CHECK VALVE MIN MINIMUM T/W, TW TOP OF WALK + 0.00 SPOT ELEVATION + 0.00 CY CUBIC YARD MISC MISCELLANEOUS T/WM TOP OF WATER MAIN CONIFEROUS TREEC)"< 94.4"'' MON MONUMENT T & B TOP AND BOTTOM ��.- DIRECTION OF FLOW �� W/ TRUNK DIA. D DEGREE OF CURVE MP MILE POST T.O.B. TOP OF BEAM --1t DIA (0) DIAMETER T.O.B.L. TOP OF BRICK LEDGE ( 1/1 TREE LINE ^G1.-- a i 9 DIP DUCTILE IRON PIPE N NORTH T.O.C. TOP OF CONCRETE G SHRUB OR BUSH • rn _ DN DOWN N/A NOT APPLICABLE T.O.E.F. TOP OF EXISTING FOOTING -�'�,, DRWY DRIVEWAY NE'LY NORTHEASTERLY T.O.F. TOP OF FOOTING Ocil k l REVETMENT EXTENTS G' r) DS DOWNSPOUT N'LY NORTHERLY T.O.M. TOP OF MASONRY DWG(S) DRAWING(S) NO/# NUMBER T.O.P. TOP OF PIER j} r � ;T% CO DWL(S) DOWEL(S) NIC NOT IN CONTRACT T.O.S. TOP OF STEEL EROSION STONE S{ r NTS NOT TO SCALE TCE TEMP CONSTRUCTION EASEMENT E EAST NWLY NORTHWESTERLY TEL TELEPHONE ELY EASTERLY TEMP TEMPORARY N EA EACH OC ON CENTER THK THICK THICKNESS Er EJ EXPANSION JOINT OD OUTSIDE DIAMETER TWP TOWNSHIP x EL ELEC ELECTRIOOAL N TYP TYPICAL SURVEY m ELEV ELEVATOR PC POINT CURVE U UTILITY PERF PERFORATED •c EMBED EMBEDMENT PI POINT OF INTERSECTION UAC USE AS CONSTRUCTED B FOUND REBAR ENGR ENGINEER UE UTILITY EASEMENT NE ENTR ENTRANCE P PRINCIPAL MERIDIAN UL UNDERWRITERS LABORATORIES. INC. a EOP END OF PROJECT POB POINT OF BEGINNING ULFM UNDERWRITERS LABORATORIES FACTORY MUTUAL • FOUND IRON PIPE o FOR END OF RADIUS POC POINT OF CURVE UNO UNLESS NOTED OTHERWISE 0 E/P EDGE OF PAVEMENT POT POINT OF TANGENT 0 SET REBAR EQ EQUAL PRC POINT OF REVERSE CURVE VAR VARIES o E/S EDGE OF SHOULDER PRELIM PRELIMINARY VC VERTICAL CURVE 0 ESMT EASEMENT PROP PROPOSED VCP VITRIFIED CLAY PIPE N EST ESTIMATE PRV PRESSURE REDUCING VALVE VER VERIFY EX EXISTING PT POINT OF TANGENCY VERT VERTICAL EXC EXCAVATE/EXCAVATION PVC POLYVINYL CHLORIDE VOL VOLUME EXP EXPANSION PVMT PAVEMENT VPC VERT POINT OF CURVE EXT EXTERIOR WI VERT POINT OF INTERSECTION o EW EXTD EXTEN WAY OTY QUANTITY VPT VERT POINT OF TANGENCY ECHui W WEST = W LY WESTERLY Design For WATER w/O WITHOUMAIN TRIPLE 13'x8'-8" 13.5' LA SKEW RCB IN EXISTING W.P. WORKING POINT E PRENTISS ST OVER RALSTON CREEK a SURFACE EL AT ROPOSED WSO WOO ER SHUT OFF ^ PROPOSED q EL WV WATER VALVE ' • s WWF WELDED WIRE FABRIC ABBREVIATIONS AND LEGEND 0 0 `�� 0 YD YARD ?o o3 0o Station:10+00 Date:. N 21+20 21+so CITY OF IOWA CITY a PROFILE LEGEND _ PROJECT NUMBER STATE FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY BROS-3715(663)--8J-52 DIS . NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: "W IIW,P.C. • www.iiwengr.com a IOWA A.2 81 ozi NORTH I HORIZONTAL SCALE IN FEET • 0 20 40 LT ��mom I I l .52 SOU I 7//// / ' 'n DRAINING MAY HAVE BEN REDUCED �' ! / O .0 CONTRACTOR TO SUBMIT TEMPORARY I ® \ I STORM WATER DIVERSION PLAN TO CITY o I II FOR REVIEW I 3 / m I I I IP / \ 10 - - sq ----------"I w' 1 ----4 \ w �.. `®801 \ TEMPORARY CONSTRUCTION EASEMENT 3 ii D PARKING METERS, / \ • REMOVE AND REINSTALL REMOVE 102 LF CHAINLINK FENCE \ ALL UTILITY POLES IN CONFLICT WITH THE CONSTRUCTION OR WITHINm BY OTHERS 4' FROM BACK OF PROPOSED CURB WILL BE RELOCATED BY OTHERS / o' I o / 0 I REMOVE 45 LF METAL BARRIER RAIL INO PARKING SIGNS, 3 L .. **•. -lid' PROPOSED TEMP EASEMENT, SEE H.1 I PEDESTAL. TO BE t411;„ ►••� RELOCATED BY OTHERS REMOVE AND REINSTALL E �•••�1, BY OTHERS •�►� 10 - - - - - - - (UTILITY) 44� r� REMOVE PAT10 CONTRACTOR TO MAINTAIN EXISTING STREET N ^ ;► �LIGHTING. COORDINATE WITH OWNER PRIOR TOREMOVE 24" CPEI1 . v o •1��„REMOVAL OF EXISTING STREET LIGHTS. ISTOP SIGN, REMOVE AND REITALL, BY OTHERS ill ° ►�� REMOVE ORNAMENTAL FENCE I TEMPORARY LIGHTING TO BE PROVIDED BY THE I •. AROUND PATIO CONTRACTOR AT NO ADDITIONAL COSTS TO THE REMOVE FIRE HYDRANT 3 '� f7 .4 REMOVE INTAKE \ EX HANDHOLE PROJECT " NO PARKING SIGN, - jUAC (UPN) REMOVE ANDBY IOTHERS / REMOVE INTAKE3 I ,�, 1- }'►ti REMOVE & REPLACE WOODEN -STOP SIGN, REMOVE REMOVE MANHOLEIREMOVE & REPLACE I♦REMOVE 15" RCP E"' PRIVACY FENCE AT PATIOI AND REINSTALL I 1 'I I BY OTHERS PEDESTAL, TO BE HANET D.1LE I a6 I I SEE SHEET D.1 1 rn_ REMOVE 12" CMP REMOVE INTAKE RELOCATED BY OTHERS `'' PEDESTAL, TO BE (UTILITY) RELOCATED BY OTHERS 5 REMOVE 12" RCP 3 cj' 'o PARKING METER, REMOVE AND REINSTALL BY OTHERS POSSIBLE TREE REMOVAL, (UTILITY) - -�I �� I Y REMOVE AND REINSTALL SIGN. BY OTHERS. SEE REF. NOTES FOR I CLEARING & GRUBBING I REMOVE 18" RCP 5 1kNkIllkirru'i I i 11 I BUILDING 1O REMOVE FIRE HYDRANT 3 REMOVE GUY REMO DR :,�_ -JIVE I �/ ! �; CONNECT TO EX.Z'a ep WIRES . I I �� "� ,' /-�. ROW ROW _RO _1I W '�� W CL�u7� � •N �Ta _ ,�, w .w w� G Br- 1 o �� u I s G I� g FIB F: � I: — : .i _ Si — B I" Fl:. ,40001 O'" G w ,. B i FIB F �� ,, -A -TfB� � FI —�;'#OI FIB OC • _ff qg� p O � � ._.`: .,�, G r / •�• < FIBS. ��• OHE ,i , ..Ti,�\ `- ' I IDD IpDMIL oHEoB _—_ D _) I U I�`' D It J �, D — '� ~ EX. HANDHOLES TO BE �D REMOVE 16 LF OF CHAINLINK FENCE J G�� EX. PARKING METERS, /, W —' " 0 0�� REMOVE 12" STORM SEWER, PROPOSED WF iN / REMOVE AND SALVAGE REMOVED BY jTHERS �� 0 o MATERIAL UNKNOWN a AST RENTISS ST 3 g BY OTHERS (UTILITY � I 1 E 1 3 • EX PARKING METER, n W 3 a' DIV 2 DIV 1 $ I 3 ., I D D I— [} 3D -+ D • REMOVE 15" RCP REMOVE AND REINSTALL 1F S /ONE E. PRENT.SS ST BY OTHERS = 61.43' .. 4/ ` 4 L IN @4 �11 — ' `- L REMOVE APPROX. 42' OF 15" CPE ,� • f cONIT0fING / ;.:•�� • �j'� 1Js' ' REMOVE AND REINSTALL SIGN r 4 03- 03., 6s„ a„ 03 ^ WELL. UAC c-' 1�•••j� I ,.....•, BY OTHERS a i m \ , 4. I�•••i►•• z .•,1►4•�•4►"•�i•4 x REMOVE 36" RCP ROW Olir O3" O3' PROP TE t4`EMENT 1 _ PROP IEM2�ASEMEt L ►j••• i" •�►•1 A i NO PARKING SIGN, I 3 ►j �•••�•�1• o EX. NO PARKING SIGNS I NSTALLI REMOVE AND REINSTALL I o :Lfrti•.;:•••1•44041 16.444:::*rtIsA O.Oa oREMOVE AND BYR OTHERS PROTECT EX SAN MANHOLE �1N 11� • 68.48Io I DURING DIMOLITIONBUILDING REMOVEPCCRDRIVE, I ;1: ►• � • •• • •' •• •• REMOVEPCC DRIVEo `� I In ♦ PROP TEMP EAS M N ryI I I I ♦ ` COORDWITHEX JOINTo REMOVE PCC DRIVE REMOVE PCC DRIVE, DO NOT REPLACE I ►•••••••• �••••• FIELD VERIFY - an I II I ♦•••• 1••••• C) rri o DO NOT REPLACE REMOVE 21 LF CHAINLINK FENCE �•••••••• •••••••••� 'Tl " N �•••• �••••• STATION 10+00 C-) o 0 I In I 1 i I I �•••••••� •�•••�.••••j, REMOVE (3) 7.5' DIA x 61 LF CMP j'•-' REMOVE 48 LF METAL BARRIER RAIL CV — N I I I �•�.A.*. �•�.I •� I AND PCC HEADWALL ON BOTH ENDS - - - - - — EX. SIDEWALK TO BE WI I ►••••• �••••• I C7"< PROTECT EX 42" SAN SEWER LINE 1 m ��•��• ��•�►�•�•�' ...�C) iY REMOVED BY OTHERS AN. _AS, � •►••� 0 0 (NEW DEVELOPMENT) DURING DEMOLITION AND r" W I I CLEARING AND GRUBBING III -��r� _i7 IT i O I I ID 1 I EX EDIE WATER w� N , , w o - I I in, I H W N Design For .r NI SIDEWALK DEMO TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N H+FFH+H+FHtHtH�> FULL DEPTH SAW-CUT E PRENTISS ST OVER RALSTON CREEK t 7 PAVEMENT DEMO DRIVEWAY DEMO DEMOLITION a PLAN �•�•�•j•flt�•j•�•j•j•�•j• EXTENTS OF CLEARING AND GRUBBING PAID FOR CONCRETE PATIO DEMO REMOVAL ARTICULATING BLOCK StOtIOf1:�O+00 Date:. �•4�•••••••••••••••••A BY ACRE CITY OF IOWA CITY DESIGNED BY: TRACED BY: ♦♦ 563.556.2464 • 800.556.44B1 663 PROJECT NUMBER STATE FED. ROAD FISCAL SHEET TOTAL I CITY OF IOWA CITY J BROS-3715 . NO. YEAR NO. SHEETS T a DETAILED BY: CHECKED BY: "w IIW,P.C. • www.iiwengccom I ( ) IOWA . A.3 81 oo f 31' 31' "i VARIES I VARIESI oo 4'-6' VARIES ±15.5' ±15.5' VARIES 4'-6' 6' ±12' 15.5' 15.5' ,n to VARIES I VARIES VARI VARIES VARIES VARI 0 VARIES VARIES m ! I m EX. PCC WITH CURB & GUTTER J PCC WALK PCC WALK EX. PCC WITH CURB & GUTTER ASSUMED 7—INCH THICKNESS ASSUMED 4—INCH THICKNESS ASSUMED 4—INCH ASSUMED 7—INCH THICKNESS THICKNESS ® EXISTING TYPICAL SECTION — E PRENTISS ST ®EXISTING TYPICAL SECTION — S LINN ST NOTE: WIDTHS VARY AT INTERSECTIONS STA 6+00.87 TO 10+76.08 NOT TO spa NOTE: WIDTHS VARY AT INTERSECTIONS STA 30+15.37 TO 31+31.88 NOT TD SCALE w Z w J Z J SHOULDER FINISHING, M, 6" STANDARD CURB (TYP), SIDEWALK DROP a EARTH, TYP CURB OR DRIVEWAY DROP CURB AS m SHOULDER FINISHING, APPLICABLE PER PV-102 , EARTH, TYP PROFILE GRADE TOPSOIL, FURNISH AND SPREAD c. REFERENCE POINT 6" THICKNESS TYP PROFILE GRADE 31' REFERENCE POINT 3 15.5' 15.5' 3 0.5' 1' VARIES 15.4' TO 15.7' VARIES 3 4'-4.5' 6' 14' — 14.5' 10.5' ' 10' , 10.5' 17.5-18' ±6' 6" TOPSOIL EX PCC r MATCH EXISTING V�A_RIES2y_�VARIES iiin r SEE XZSECTIONS SEE X2ECTIONS VARI 3 DRIVEWAY, PCC, 6 " EXISTING SIDEWALK STA. 6+00.87 .:. ~ -:..._.....4AI STA. 6+00.87 TO 7+14 MODIFIED SUBBASE, 6" TO 7+76 viiiv//:�/ ��=��ii% iiiiii��i��i�i,�+ain � STA. 7+98 TO 9+19 SUBDRAIN, PERFORATED PLASTIC PIPE, SPECIAL COMPACTION OF STA. 9+27 1STD OR SLIP FORM PCC Pr T, DUAL WALL, 6" DIA, TYP, DR-303 STD OR SLIP FORM PCC PVMT, SUBGRADE FOR REC TRAIL, 12" TO 9+40.27 CLASS C, CLASS 3 DURABTY, 8" TYPE 12, POROUS BACKFILL SHALL CLASS C, CLASS 3 DURABILITY, 8"COMPLY WITH IA DOT 4109.02, SUBDRAIN, PERFORATED PLASTIC PIPE, BT-1 OR L-1 JOINT GRADATION #29 MODIFIED SUBBASE, 6" DUAL WALL, 6" DIA, TYP, DR-303 SIDEWALK,PCC 6" TYPE 12, POROUS BACKFILL SHALL SPECIAL COMPACTION OF SIDEWALK 1PCC 6" AT DRIVEWAYS PAID MODIFIED SUBBASE, 6" SPECIAL COMPACTION OF SUBGRADE, COMPLY WITH IA DOT 4109.02, SUBGRADE FOR REC TRAIL, 12" FOR AS DRIVEWAY, P.C. CONCRETE 6" 3 12" GRADATION #29 SPECIAL COMPACTION OF UBGRADE, 12" p MODIFIED SUBBASE, 6" rr VARIES 6' VARIES . PROPOSED TYPICAL SECTION — E PRENTISS ST STA 10+61.17 TO 10+76.08 NOT TO SCALE 4'-4.5' ±6' 14'-14.5' VARI SIDEWLAK PCC 6" SIDEWALK PCC 6" AT DRIVEWAYS PAID NOTE: WIDTHS VARY AT INTERSECTIONS FOR AS DRIVEWAY, P.C. CONCRETE 6" rso EXISTING SIDEWALK STA. 7+14 TO 7+98 r•-, N STA. 9+19 TO 9+40.27 MODIFIED SUBBASE, 6" `J a STA. 7+76 TO 9+27 _ L ) 3 SPECIAL COMPACTION OF "` 0i SUBGRADE FOR REC TRAIL, 12" ' ""{ CO " c N 0 PROPOSED TYPICAL SECTION — E PRENTISS ST c-)-; — `--- STA 6+00.87 TO 9+40.27 NOT To SCAR 3 i C') m N .+� N Wr N 4 O n VARIES, SEE L SHEETS, SIDEWALK, PCC 6 IN. S RESTORE TO EX WIDTH 3o 1 W JIMIMIIPr,;' I Design For - m /" DRIVEWAY, P.C. �A� A TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N CONCRETE, 6" SPECIAL COMPACTION OF E PRENTISS ST OVER RALSTON CREEK a MODIFIED SUBGRADE FOR REC TRAIL, 12" J NOTE: INCLUDES SIDEWALK SUBBASE, 6" MODIFIED SUBBASE, 6" AREA THROUGH DRIVEWAY SPECIAL COMPACTION OF TYPICAL SECTIONS i SUBGRADE FOR REC TRAIL, 12" Z CD 6" PCC SIDEWALK & PATIO Station:10+00 Date:. . 0 DRIVEWAY, P.C. CONCRETE, 6" TYPICAL SECTION NOT TO SCALE 6" TYPICAL SECTION NOT TO SCALE CITY OF IOWA CITY n a i ♦♦ FED ROAD FISCAL SHEET TOTAL N. DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE CITY OF IOWA CITY BROS-3715(663)--8J-52 DIST. NO. YEAR NO. SHEETS ' DETAILED BY: CHECKED BY: "W IIW,P.C. • www.iiwengr.com IOWA . B.1 81 N 'p SHOULDER FINISHING, Use in non-traffic areas. ro WALK EARTH 1 STA. 30+35 TO 30+77 STA K O Light duty casting. Label lid with"Storm"or"Storm C.O." I STA. 30+95 TO 31+52 '"1 3 02 Do not allow casting to bear on top of riser pipe;provide 2 inch coup o ** clearance,minimum. 6' VARI S 1 p PVC riser pipe;match diameter of subdrain(6"diameter subdrain). ro * * 6' 1,�„ 4"(min.) rn VARIES, SEE CROIES, SEE ,� o VARIES CROSS SECTIONS CROSS SECTIONS Concrete m 3 1' •._..r,...0 . .. z;z . ,, •• .r:`ar.t'a #4 Hoop ,..—-- ii:�!21,Matvd'Ii%iiiung:AY Amii .►iir Ai M SIDEWALK PCC 6" AND AT CURB SIDEWALK PCC 6" Casting. MODIFIED SUBBASE, 6" MODIFIED SUBBASE, 6" 2 See Detail A Cleanout Cleanout 8 ye SPECIAL COMPACTION OF SPECIAL COMPACTION OF 1X6 it i i- SUBGRADE FOR REC TRAIL, STD OR SLIP FORM SUBGRADE FOR REC TRAIL, 12" 3 12" PCC PVMT, SHOULDER FINISHING, EARTH ` 1‘ 45°Bend IM 45°Bend j l 7'/° —.1 18" CLASS C, CLASS 3 • 1 DURABILITY, 8' SUBDRAIN, PERFORATED ,., Subdrain , W iii ye rii/ � PLASTIC PIPE 6" DIA, TYP, .'� �'�'� MODIFIED SUBBASE, 6" DR-303 TYPE 12 15'�4 POROUS BACKFILL SHALL STA 30+37.46 TO 30+62.23, * = 13', ** = 26' SPECIAL COMPACTION OF COMPLY WITH IA DOT END OF RUN IN-LINE DETAIL A O STA 30+62.23 TO 30+87.95, * VARIES, ** VARIES 4109.02, GRADATION #29 STA 30+87.95 TO 31+31.88, * = 15.5', ** = 31' SUBGRADE, 12" SUBDRAIN RISER RISER CONNECTIONS (Dimensions are nominal) NOTE: WIDTHS VARY AT INTERSECTIONS C)PROPOSED TYPICAL SECTION — S LINN ST 0 SUBDRAIN RISER STA 30+37.46 TO 31+31.88 NOT TO SCALE DETAIL NOT TO KAU USED TO ELIMINATE BOXOUT FRAME TO BE NEENAH R-1642 REMOVE SHIMS AND JOINTING—CASTING MOVES WITH CITY LOGO. REC TO GROUT HOLES W/PAVEMENT & IS ISOLATED DETAILS IN THE U—SkETS RING FROM MANHOLE SIDEWALL AND COVER."-CAST INFECRAL WITH PAVEMENT" .- - , '"'1 LADTECH HOPE-OR CX CONCRETE PAVEMENT PRO—RING'ADJDS'TMENT RINGS (THICKNESS VARIES) TO BE USEQ YBR ADJII�TMENT, (MIN 2", MAX' 4 W / i "17 . 'NI I, ;� tr...) vfi I� SEAL WITH LADTECH OR1' a TOPAADJUSTOINGPER "RING IN BELOW 1 —0" CRETEX PRO—RING SEALANT. 0 m < EXTERNAL CHIMNEY SEALS TO BE ,o USED WHERE POSSIBLE. INFI—SHIELD cti0UNIBAND TO BE USED FOR EXTERNAL o CHIMNEY SEALS. INTERNAL CHIMNEY o SEALS, IF USED, TO BE CRETEX o MECHANICAL SEALS. N n 0 MANHOLE ADJUSTMENT— MAJOR — NO BOXOUT — PAVEMENT 3 NOT TO SCALE O LA I- w La Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK PO TYPICAL SECTIONS & DETAILS U co Station:10+00 Date:. I CITY OF IOWA CITY O M a i ♦♦ FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. N0. YEAR N0. SHEETS IIW,P.C. ♦ www.iwengr.com B.2 81 DETAILED BY: CHECKED BY: "� IOWA . a N n ESTIMATED ROADWAY QUANTITIES Run Date:1/29/2020 co Project Number:BROS-3715(663)--8J-52 Item Number Item Code Item UnIt Participating Divisp n 1 Division Partici 2 Participating Total pa g Division 1 Division 2 Non. i Item Number Item Code Item Unit Total 71 2554-0214000 FIRE HYDRANT ADJUSTMENT EACH 1 1 Participating Participating c 72 2555-0000010 DELIVER AND STOCKPILE SALVAGED MATERIALS LS 1.00 ' 1.00 1 2101-0850001 CLEARING AND GRUBBING ACRE ' 0.1 ' 0.1- 73 2599-9999005 ('EACH ITEM) FIRE HYDRANT REMOVAL EACH ' 2 ' 2 ro 2 2101-0850002 CLEARING AND GRUBBING UNIT ' 8 ' 8 _ 74 2599-9999005 ('EACH'ITEM) INTAKE,SPECIAL EACH ' 2 2 v) 3 2102-2710070 EXCAVATION,CLASS 10,ROADWAY AND BORROW CY 214.0 403.0 _ 617.0 75 2599-9999009 (LINEAR FEET'ITEM) FENCE,ORNAMENTAL VINYL LF ' 65.0 ' 65.0 cr 4 2104-2713020 EXCAVATION,CLASS 13,CHANNEL CY 42.0 42.0 76 2599-9999009 ('LINEAR FEET'ITEM) FENCE,TREATED WOOD LF ' 20.0 ' 20.0 m 5 2105-8425005 TOPSOIL,FURNISH AND SPREAD CY 90.0 180.0 270.0 77 2599-9999010 CLUMP SUM'ITEM) CONDUIT,BORING LS ' 1.00 I' 1.00 6 2109-8225100 SPECIAL COMPACTION OF SUBGRADE STA ' 2.20 ' 3.30' 5.50 78 2599-9999010 SLUMP SUM'ITEM) CONDUIT,RE-ROUTE LS ' 1.00 ' 1.00 7 2115-0100000 MODIFIED SUBBASE CY 300.8 294.3 595.1 J 79 2599-9999018 ('SQUARE YARDS'ITEM) REMOVAL OF EXISTING CONCRETE PATIO SY ' 88.1 ' 88.1 8 2123-7450020 SHOULDER FINISHING,EARTH STA 2.30 6.10 8.40 80 2599-9999018 (SQUARE YARDS'ITEM) SIDEWALK,REINFORCED P.C.CONCRETE,12 INC SY ' 114.1 ' 114.1 9 2301-0685550 BRIDGE APPROACH PAVEMENT,AS PER PLAN SY 315.0 315.0 8- 1 2601-2634100 MULCHING ACRE ' 0.1 ' 0.2 ' 0.3 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, ' ' ' 82 2601-2636044 SEEDING AND FERTILIZING(URBAN) ACRE ' 0.1 ' 0.2 ' 0.3 10 2301-1033080 4 1 CLASS C,CLASS 3 DURABILITY,8 IN. SY 537. ,141.0 1,678.4 83 2602-0000020 SILT FENCE LF ' 865.0 ' 160.0 ' 1,025.0 11 2401-6745650 REMOVAL OF EXISTING STRUCTURES LS 1.00 • 1.00 84 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF ' 865.0 ' 160.0 ' 1,025.0 12 2402-0425031 GRANULAR BACKFILL TON ' 385.0 ' 385.0 8- 5 2602-0000150 STABILIZED CONSTRUCTION ENTRANCE,EC-303 LF ' 50.0 ' 50.0 ' 100.0 13 2402-0425040 FLOODED BACKFILL CY 405.0 405.0 86 2602-0000309 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE,9 IN.DIA. LF ' 60.0 r 100.0 160.0 14 2402-2723000 EXCAVATION,CLASS 23 CY ' 2,860 2,860 87 2602-0000350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF 60.0 100.0 160.0 15 2403-0100000 STRUCTURAL CONCRETE(MISCELLANEOUS) CY 185.0 185.0 88 2602-0010010 MOBILIZATIONS,EROSION CONTROL EACH 3 3 16 2403-0100020 STRUCTURAL CONCRETE(RCB CULVERT) CY 353.0 353.0 89 2602-0010020 MOBILIZATIONS,EMERGENCY EROSION CONTROL EACH 1 1 17 2404-7775005 REINFORCING STEEL,EPDXY COATED LB 67,346 67,346 90 2610-0000120 TREES,HEART OF GOLD EACH 1 1 18 2413-0698121 DECK SURFACING(CLASS 0 PCC) SY 328.0 328.0 9- 1 2610-0000120 TREES,TULIP TREE EACH 1 1 19 2414-6424119 CONCRETE BARRIER RAILING,AESTHETIC LF 99.3 99.3 20 2414-6460000 ORNAMENTAL METAL RAILING LF 107.7 107.7 21 2418-0000010 TEMPORARY STREAM DIVERSION EACH 1 _ 1 22 2435-0251000 INTAKE,SW510 EACH ' 1 3 4 23 2435-0600020 MANHOLE ADJUSTMENT,MAJOR EACH 1 1 2 ESTIMATE REFERENCE INFORMATION Run Date:1/29/2020 24 2435-0700010 CONNECTION TO EXISTING MANHOLE EACH 1 1 Data listed below is for informational purposes only and shall not constitute a basis for any extra work orders. 25 2435-0700020 CONNECTION TO EXISTING INTAKE EACH 2 2 - No ITEM NUMBER DESCRIPTION 26 2502-8212206 SUBDRAIN,PERFORATED PLASTIC PIPE,6 IN.DIA. LF 252 621 873 1 2101-0850001 CLEARING AND GRUBBING 27 2502-8221006 SUBDRAIN RISER,6 IN.,AS PER PLAN EACH 2 2 4 QUANTITY IS BASED ON THE AREA INSIDE THE GRADING LIMITS ALONG RALSTON CREEK EXCLUDING WATER SURFACE AS SHOWN ON A.3. r--o 28 2502-8221303 SUBDRAIN OUTLET,DR-303 EACH 2 2 4 , STORM SEWER GRAVITY MAIN,TRENCHED,REINFORCED CONCRETE 2 2101-0850002 CLEARING AND GRUBBING 29 2503-0114215 LF 35.0 35.0 FOR THE REMOVAL OF A 6"DIAMETER TREE AT STA.6+47 LT AND AN 8"DIAMETER TREE AT STA.7+03 LT, AS INDICATED ON S T PIPE (RCP),2000D(CLASS III),15 IN. �. 11 1 STORM SEWER GRAVITY MAIN,TRENCHED,REINFORCED CONCRETE A.3. PLEASE COORDINATE REMOVAL WITH THE CITY. 30 2503-0114218 LF 36.0 36.0 -- --- PIPE (RCP),2000D(CLASS III),18 IN. :r' ---1 ,. STORM SEWER GRAVITY MAIN,TRENCHED,REINFORCED CONCRETE 3 2102-2710070 EXCAVATION,CLASS 10,ROADWAY AND BORROW 31 2503-0114224 LF 100.0 100.0 PAVEMENT REMOVAL IS PAID FOR SEPARATELY. THE CONTRACTOR IS RESPONSIBLE FOR WASTING ANY UNSUITABIAN'D/OR�tHERWIbE PIPE (RCP),2000D(CLASS III),24 IN. r STORM SEWER GRAVITY MAIN,TRENCHED,REINFORCED CONCRETE UNUSABLE CUT MATERIAL. CONTRACTOR SHALL BE PAID FOR THE QUANTITY AS SHOWN IN THE CONTRACT DOCUMENTS=EXISTING . 32 2503-0114230 LF 50.0 296.0 346.0 TOPSOIL WILL BE HAULED OFFSITE AND BECOME THE PROPERTY OF THE CONTRACTOR. DIV 1: CUT-236 CY UNADJUV ~~ L4 D. FIL PIPE (RCP),2000D(CLASS III),30 IN. 156 CY WITH A 30%FILL FACTOR. DIV 2:CUT-436 CY UNADJUSTED. FILL 28 CY WITH A 30%FILL FACTOR. - 1. STORM SEWER GRAVITY MAIN,TRENCHED,REINFORCED CONCRETE "` --°'` 33 2503-0114236 LF 48.0 48.0 - -- -- 1�; PIPE (RCP),2000D(CLASS III),36 IN. , , 4 2104-2713020 EXCAVATION,CLASS 13,CHANNEL 34 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. LF 189 448 637 LIMITS OF CLASS 13,CHANNEL ARE ONLY FOR THE ARTICULATING BLOCK MAT BEYOND THE LIMITS OF THE END OF THE CULVERT;AC�ARON 35 2507-3250005 ENGINEERING FABRIC SY 510.0 510.0 AT INLET AND OUTLET.AREA OF ARTICULATING BLOCK MAT ADJACENT TO CULVERT APRON WALLS HAS NOT BEEN INCLUDED AS ITAT 36 2507-6800061 REVETMENT,CLASS E TON 200.0 200.0 EXCAVATION IS WITHIN THE ENVELOPE OF CLASS 23 EXCAVATION FOR THE CULVERT.DEPTH ASSUMPTION IS 6 INCHES OF EXCAVATION 37 2507-8029000 EROSION STONE TON 265.0 265.0 TO CREATE THE EROSION STONE BEDDING TO PLACE THE ARTICULATING BLOCK MAT ON. SEE SHEET V.28 AND V.29 TO SEE AREAS OF 38 2507-8500040 FABRIC BH IC FORMED CONCRETE REVETMENT,ARTICULATING BLOCK MAT,4 SY , 305.0 ' 305.0 ARTICULATING BLOCK MAT.QUANTITY IS UNADJUSTED IN-PLACE VOLUME. I39 2507-8501100 CONCRETE GROUT FOR FABRIC FORMED CONCRETE REVETMENT CY ' 54.0 ' 54.0 -5 2105 8425005 TOPSOIL,FURNISH AND SPREAD 40 2510-6745850 REMOVAL OF PAVEMENT SY 943.2 ' 1,143.6 ' 2,086.8 TO BE PLACED AS AUTHORIZED BY THE ENGINEER IN ALL AREAS WHERE GRASS IS TO BE THE FINAL SURFACE. BID QUANTITY BASED ON 41 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH ' 2 ' 2 ' 4 AREA SHOWN AS SEEDED ON SHEET EC.1. FURNISH/PLACE AT A DEPTH OF 6 INCHES. METHOD OF MEASURMENT WILL BE IN CY OF 42 2511-0310100 SPECIAL COMPACTION OF SUBGRADE FOR RECREATIONAL TRAIL STA ' 3.40 ' 2.90' 6.30 TOPSOIL SPREAD,AND WILL BE COMPUTED ON THE BASIS OF A UNIFORM 6 INCH FINSHED THICKNESS. F 43 2511-6745900 REMOVAL OF SIDEWALK SY ' 177.0 ' 124.4 ' 301.4 - 0 44 2511-7526006 SIDEWALK,P.C.CONCRETE,6 IN. SY ' 277.5 ' 167.6 ' 445.1 6 2109-8225100 SPECIAL COMPACTION OF SUBGRADE m 45 2511-7528101 DETECTABLE WARNINGS SF ' 36 ' 36 ' 72 PROVIDE UNIFORM COMPOSITION OF AT LEAST 12 INCHES BELOW TOP OF SUBGRADE UNDER PAVING,PLUS 3 FEET ON EACH SIDE. a > 46 2515-2475006 DRIVEWAY,P.C.CONCRETE,6 IN. SY ' 272.7 ' 98.6 ' 371.3 QUANTITY INCLUDES AREA OF PCC APPROACH PAVEMENT. a 47 2515-6745600 REMOVAL OF PAVED DRIVEWAY SY 364.9 ' 140.0 ' 5O4.9 - -- f s 48 2518-6910000 SAFETY CLOSURE EACH ' 6 ' 2 ' 8 7 2115-0100000 MODIFIED SUBBASE < 49 2519-1002042 FENCE,CHAIN LINK,42 IN.HEIGHT LF ' 60.0 ' 60.0 PLACE TO A DEPTH OF 6 INCHES UNDER 8"PCC,6 INCHES UNDER 6"PCC DRIVEWAYS,6 INCHES UNDER 6"PCC SIDEWALK AND UNDER CsJ 50 2519 4200120 REMOVAL OF FENCE,CHAIN LINK LF 139.0 ' 139.0 SIDEWALK,REINFORCED P.C.CONCRETE,12 IN. AS SHOWN IN THE TYPICAL SECTIONS. SEE V.19 FOR DEPTH UNDER APPROACH 0 51 2519-4200190 REMOVAL OF FENCE, VINYL&WOOD LF ' 85.0 ' 85.0 PAVEMENT. 52 2523-0000310 HANDHOLES AND JUNCTION BOXES EACH " 2 ' 2_ - ------- -- - 53 2526-8285000 CONSTRUCTION SURVEY LS ' 0.60 ' 0.40' 1.00 8 2123-7450020 SHOULDER FINISHING,EARTH 54 2528-8445110 TRAFFIC CONTROL LS ' 0.60 ' 0.40' 1.00 SEE TYPICAL SECTIONS ON B.1&B.2. FOR LOCATIONS WHERE EARTH IS PLACED DIRECTLY BEHIND THE BACK OF CURB. NO PAYMENT 0 55 2533-4980005 MOBILIZATION LS ' 0.50 ' 0.50' 1.00 FOR OVERHAUL WILL BE MADE. 56 2554-0112006 WATER MAIN,TRENCHED,DUCTILE IRON PIPE(DIP),6 IN. LF ' 32 ' 32 --- 3 57 2554-0112008 WATER MAIN,TRENCHED,DUCTILE IRON PIPE(DIP),8 IN. LF ' 1 ' 1 0 ui 58 2554-0112012 WATER MAIN,TRENCHED,DUCTILE IRON PIPE(DIP),12 IN. LF ' 78 ' 78 59 2554-0132012 WATER MAIN WITH CASING PIPE,TRENCHED,DUCTILE IRON PIPE(DI P),1; LF 47 ' 47 Design For v, 60 2554-0203000 FITTINGS BY WEIGHT,DUCTILE IRON LB 1,126 1,126 , , „ g ` 61 2554-0204110 WATER SERVICE STUB,COPPER,1 IN. EACH x8 -8 13.5' LA SKEW RCB - NNJ 62 2554-0204120 WATER SERVICE STUB,COPPER,2 1N. EACH ' 2 ' 2 E PRENTISS ST OVER RALSTON CREEK < 63 2554-0205410 WATER SERVICE CORPORATION,COPPER,1 IN. EACH ' 1 ' 1 • 64 2554-0205420 WATER SERVICE CORPORATION,COPPER,2 IN. EACH 1 ' 1 • BID ITEMS & REFERENCE NOTES 5 65 2554-0205710 WATER SERVICE CURB STOP AND BOX,COPPER,1 IN. EACH ' 1 ' 1 66 2554-0205720 WATER SERVICE CURB STOP AND BOX,COPPER,2 IN. EACH ' 1 ' 1 0 67 2554-0207006 VALVE,GATE,DIP,6IN. EACH ' 2 ' 2 Station:10+00 Date:. Fr 68 2554-0207012 VALVE,GATE,DIP,12 IN. EACH ' ' 3 ' 3 CITY OF IOWA CITY 0 69 2554-0210201 FIRE HYDRANT ASSEMBLY,WM-201 EACH 2 ' 2 M 70 2554-0212020 VALVE BOX EXTENSION EACH ' 1 ' 2 ' 3 Y i •♦ FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--BJ-52 STATE DIS . NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: IIW gr. IOWA . a IIW,P.C. • www.i wen can C.1 81 N 41 co • j No ITEM NUMBER DESCRIPTION No ITEM NUMBER DESCRIPTION • 9 2301-0685550 BRIDGE APPROACH PAVEMENT.AS PER PLAN 23 2435-0600020 MANHOLE ADJUSTMENT,MAJOR CONTRACTOR SHALL SUPPLY CERTIFIED PLANT INSPECTION. MATURITY IS REQUIRED. INTEGRAL CURB AND GUTTER TO BE INCLUDED. THIS ITEM IS FOR EXISTING SAN MH AT STA.7+81.12'R AND EXISTING STORM MH AT STA 10+61.3.9'R AS SHOWN ON D.1. NO o MODIFIED SUBBASE SHALL BE PAID SEPARATELY. SEE DETAILS AND METHOD OF MEASUREMENT AND BASIS OF PAYMENT ON SHEET V.19. BOXOUT.SEE DETAIL ON SHEET B.2.APPLIES TO BOTH STORM AND SANITARY. 10 2301.1033080 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT,CLA SS C,CLASS 3 DURABILITY,8 IN. 24 2435.0700010 CONNECTION TO EXISTING MANHOLE CONTRACTOR SHALL SUPPLY CERTIFIED PLANT INSPECTION.MATURITY IS REQUIRED. INTEGRAL CURB AND GUTTER IS INCLUDED. SEE CONNECTION TO EXISTING MANHOLE AT STA 10+61.3,R AS SHOWN ON M.2. SHEET C.7 FOR TABULATION. ___ __-__- --_--_____--__---_-----_ - _________________------------------------------------------------------------- --___ 25 2435.0700020 CONNECTION TO EXISTING INTAKE 11 24016745650 REMOVAL OF EXISTING STRUCTURES CONNECTION TO EX INTAKE AT STA 6+00.L&6+02.R.AS SHOWN ON M.1. INCLUDES REMOVAL AND PROPER DISPOSAL OF EXISTING TRIPLE CORRUGATED METAL PIPE CULVERTS,HEADWALL.AND EXISTING BARRIER -- ------------- - RAIL. ALSO FOR REMOVAL OF EXISTING HANDHOLE AT STA.9+37.21 LT. 26 2502.8212206 SUBDRAIN,PERFORATED PLASTIC PIPE,6 IN.DIA. - ____---__---__________-___-___----- _-_- SUBDRAIN SHALL BE DUAL WALL ONLY. INSTALLED AT LOCATIONS AS INDICATED ON THE TYPICAL SECTIONS ON SHEET B.1,IN PLAN 12 2402.0425031 GRANULAR BACKFILL VIEW ON SHEETS M.1 AND M.2,AND AS LISTED IN THE TABULATION ON SHEET C.8. POUROUS BACKFILL MATERIAL SHALL COMPLY WITH FOR USE AS BACKFILL BEHIND TRIPLE BOX CULVERT. TEN PERCENT ADDED TO CALCULATED QUANTITY AND ROUNDED UP. IOWA DOT ARTICLE 4109.02.GRADATION NO.29 IN THE AGGREGATE TABLE AND THE QUALITY REQUIREMENTS OF IOWA DOT SECTION 4131 - N-13 2402.0425040 FLOODED BACKFILL 27 2502.8221006 SUBDRAIN RISER,6 IN.,AS PER PLAN FOR PLACEMENT ADJACENT TO THE RCB STRUCTURE. SEE V.16 FOR EXTENTS. THE COST OF PROVIDING 4"SUBDRAI NS WITH POROUS LOCATIONS SHOWN ON SHEETS M.1&M.2. DETAIL SHOWN ON SHEET B.2, METHOD OF MEASUREMENT: THE QUANTITY OF EACH BACKFILL AND COHESIVE SOIL PLUGS SHALL BE CONSIDERED INCIDENTAL TO THE PRICE BID. SUBDRAIN RISER SHALL BE MEASURED BY THE ENGINEER. BASIS OF PAYMENT: THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT - __________________--___ ------------------- PRICE FOR EACH SUBDRAIN RISER. THIS PAYMENT SHALL BE FULL COMPENSATION FOR ALL MATERIALS.LABOR AND EQUIPMENT 14 2402.2723000 EXCAVATION,CLASS 23 NECESSARY TO SATISFACTORILY INSTALL THE SUBDRAIN RISER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCAVATION.CLASS 23 INCLUDES ALL EXCAVATION NECESSARY FOR THE BOX CULVERT STRUCTURE.QUANTITY IS UNADJUSTED IN-PLACE -- -------------------- ------------ VOLUME. CUT IS 2860 CUBIC YARDS AND FILL IS 0 CUBIC YARDS. EXCESS MATERIAL SHALL BE HAULED OFFSITE AND BECOME THE 28 2502-8221303 SUBDRAIN OUTLET,DR303 PROPERTY OF THE CONTRACTOR. LOCATIONS SHOWN ON SHEET M.1,TABULATION SHOWN ON SHEET C.8. USE CMP OUTLET IN INTAKES. RODENT GUARDS ARE REQUIRED - ____-_-__-____-_- -_- AT OUTLET INTO INTAKES. 15 2403-0100000 STRUCTURAL CONCRETE(MISCELLANEOUS) -- ----- --------- --_________________-__-____-_-_-_____-_ _______-__-_--_______-_-_-__ SEE TABULATION ON SHEET V.17. CONTRACTOR SHALL SUPPLY CERTIFIED PLANT INSPECTION. MATURITY IS REQUIRED. 29 2503-0114215 STORM SEWER GRAVITY MAIN,TRENCHED,REINFORCED CONCRETE PIPE (RCP),2000D(CLASS III),15 IN. -- -- SHOWN ON SHEETS M.1 AND M.2 TO CONNECT TO THE EXISTING PIPE BACKFILL MATERIAL SHALL MEET GRADATION 32 AND SHALL 16- 2403-0100020 STRUCTURAL CONCRETE(RCB CULVERT) BE INCLUDED IN THE COST OF THE PIPE INSTALLATION. INCLUDES COST OF CONNECTING TO THE EXISTING PIPE.CONNECT TO SEE TABULATION ON SHEET V.17. CONTRACTOR TO PROVIDE CERTIFIED PLANT INSPECTION. MATURITY IS REQUIRED. EXISTING CPE PER DR-122.TYPE C-4. PIPE 36 INCH AND SMALLER DIAMETER SHALL HAVE BELL AND SPIGOT JOINTS.PIPE LARGER - _____-__----________- THAN 36 INCH DIAMETER MAY HAVE TONGUE AND GROOVE JOINTS.USE RUBBER,CONFINED,0-RING OR PROFILE GASKET COMPLYING WITH 17 2404.7775005 REINFORCING STEEL.EPDXY COATED ASTM C 443.NO MASTIC JOINTS ARE ALLOWED. SEE BAR LIST ON SHEET V.17 AND V.24. INCLUDES THE REINFORCING STEEL IN THE RCB.WALLS,APRONS.PAVING NOTCHES AND IN --- -----_---_----------- --- THE CONCRETE BARRIER RAILING.AESTETIC. 30 2503-0114218 STORM SEWER GRAVITY MAIN,TRENCHED,REINFORCED CONCRETE PIPE (RCP),2000D(CLASS III),18 IN. *u -- ----------------- - SHOWN ON SHEETS M.1 AND M.2. PIPE BACKFILL MATERIAL SHALL MEET GRADATION 32 AND SHALL BE INCLUDED IN THE CO .3111F THE 18 2413.0698121 DECK SURFACING(CLASS 0 PCC) PIPE INSTALLATION. PIPE 36 INCH AND SMALLER DIAMETER SHALL HAVE BELL AND SPIGOT JOINTS.PIPE LARGER THAN 36!Neff f CONTRACTOR TO PROVIDE CERTIFIED PLANT INSPECTION.ITEM INCLUDES THE ROADWAY.SIDEWALK.AND CURB SURFACE OVER THE RCB. DIAMETER MAY HAVE TONGUE AND GROOVE JOINTS,USE RUBBER.CONFINED.0-RING OR PROFILE GASKET COMPLYIl G)WITI TM C 444. SURFACING DEPTHS VARY.THE ROADWAY SURFACE DEPTH VARIES FROM 4.2"TO 9.6".THE SIDEWALK SURFACE DEPTH VARIES FROM 4.2" NO MASTIC JOINTS ARE ALLOWED. TO 16.6".THE APPROXIMATE VOLUME OF CONCRETE IN THE SURFACING WAS ESTIMATED TO BE 90 CY. SEE FINAL SURFACE ELEVATIONS -- ----- ------------------------- ----- ON SHEETS L.1,V.2 AND S.2 AND S.3.PLACEMENT AND FINISHING METHODS ARE TO BE APPROVED BY THE ENGINEER.THE PRICE BID 31 2503-0114224 STORM SEWER GRAVITY MAIN,TRENCHED,REINFORCED CONCRETE PIPE (RCP),2000D(CLASS III),24 IN. SHALL INCLUDE THE COST OF THE EPDXY COATED REINFORCING STEEL AS DETAILED. THE WEIGHT OF REINFORCING STEEL IS SHOWN ON SHEETS M.1 AND M.2. PIPE BACKFILL MATERIAL IN AREAS UNDER PAVEMENT SHALL MEET GRADATION 32 AND SHALL BE ESTIMATED TO BE APPROXIMATELY 5.200 LB. INCLUDED IN THE COST OF THE PIPE INSTALLATION.PIPE 36 INCH AND SMALLER DIAMETER SHALL HAVE BELL AND SP,IOOT JOIA(T$. - ___________-____------- -___ PIPE LARGER THAN 36 INCH DIAMETER MAY HAVE TONGUE AND GROOVE JOINTS.USE RUBBER,CONFINED.0-RING OR,I6ROFILE GASKET,.....-. 19 2414-6424119 CONCRETE BARRIER RAILING,AESTHETIC COMPLYING WITH ASTM C 443.NO MASTIC JOINTS ARE ALLOWED. SEE TABULATION AND BAR LIST ON SHEET V.24. CONTRACTOR TO PROVIDE CERTIFIED PLANT INSPECTION.MATURITY IS REQUIRED. --- - -- - __-_--_-__----------------- - 32 2503-0114230 STORM SEWER GRAVITY MAIN,TRENCHED,REINFORCED CONCRETE PIPE (RCP),2000D(CLASS III),30 IN. 20 2414-6460000 ORNAMENTAL METAL RAILING SHOWN ON SHEETS M.1 AND M.2. PIPE BACKFILL MATERIAL IN AREAS UNDER PAVEMENT SHALL MEET GRADATION 32 AND SHALL BE AS PER PLAN DETAILS AND TABULATION ON SHEET V.26.SHOP DRAWING SUBMITTAL AND APPROVAL IS REQUIRED PRIOR TO INCLUDED IN THE COST OF THE PIPE INSTALLATION.CONNECTED PIPE JOINTS PER DR-121.TYPE 1 REQUIRED ON RCP STORM SEWER FABRICATION. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION. BETWEEN INTAKE 10&INTAKE 11. PIPE 36 INCH AND SMALLER DIAMETER SHALL HAVE BELL AND SPIGOT JOINTS.PIPE LARGER THAN -_- ------------ 36 INCH DIAMETER MAY HAVE TONGUE AND GROOVE JOINTS.USE RUBBER.CONFINED.0-RING OR PROFILE GASKET COMPLYING WITH ASTM 21- 2418-0000010 TEMPORARY STREAM DIVERSION C 443.NO MASTIC JOINTS ARE ALLOWED. ALL EXCAVATED MATERIAL PILES SHALL HAVE SILT FENCE INSTALLED AROUND TO PREVENT SEDIMENT FROM ENTERING INTO STREAM -- ------- ___ 33 2503.0114236 STORM SEWER GRAVITY MAIN,TRENCHED,REINFORCED CONCRETE PIPE (RCP),2000D(CLASS III),36 IN. m 22 2435-0251000 INTAKE,SW-510 SHOWN ON SHEETS M.1 AND M.2. PIPE BACKFILL MATERIAL IN AREAS UNDER PAVEMENT SHALL MEET GRADATION 32 AND SHALL BE SEE SHEETS M.1 AND M.2 FOR LOCATION AND DETAILS.CONTRACTOR TO SUPPLY CERTIFIED PLANT INSPECTION FOR CAST IN PLACE INCLUDED IN THE COST OF THE PIPE INSTALLATION. PIPE 36 INCH AND SMALLER DIAMETER SHALL HAVE BELL AND SPIGOT JOINTS. cc INSTALLATIONS. MATURITY IS REQUIRED. PIPE LARGER THAN 36 INCH DIAMETER MAY HAVE TONGUE AND GROOVE JOINTS.USE RUBBER.CONFINED,0-RING OR PROFILE GASKET ---------__---_ -_-- COMPLYING WITH ASTM C 443.NO MASTIC JOINTS ARE ALLOWED. -- -------------- ------------ ------ 0 34 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. SEE DEMO PLAN ON SHEET A.3 AND TABULATION ON SHEET C.8. 0 of - ------ ------- 0 O 0 0 Vi Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB E PRENTISS ST OVER RALSTON CREEK REFERENCE NOTES 5 cn Station:10+00 Date:. CITY OF IOWA CITY ce DESIGNED BY: TRACED BY: ♦♦ FED ROAD FISCAL SHEET TOTAL 563.556.2464 • 600.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS � DETAILED BY: CHECKED BY: II W9 IOWA . •a IIW,P.C. ♦ www.iiwen r com C.2 81 N o mI I _ No ITEM NUMBER DESCRIPTION No ITEM NUMBER DESCRIPTION M co 35 2507-3250005 ENGINEERING FABRIC 53 2526.8285000 CONSTRUCTION SURVEY , FOR USE UNDER FABRIC FORMED CONCRETE REVETMENT,ARTICULATING BLOCK MAT AND REVETMENT.SEE SHEETS V.27 TO V.29. -- "i 36 2507-6800061 REVETMENT,CLASS E 54 2528-8445110 TRAFFIC CONTROL N 0 SEE TRAFFIC CONTROL INFORMATION ON SHEETS J.1 THROUGH J.4 AND TABULATIONS FOR SAFETY CLOSURES ON SHEET C.7. 37 2507.8029000 EROSION STONE 55 2533-4980005 MOBILIZATION FOR USE UNDER FABRIC FORMED CONCRETE REVETMENT,ARTICULATING BLOCK MAT.SEE SHEETS V.28 TO V.29. -- 38 2507-8500040 FABRIC FORMED CONCRETE REVETMENT,ARTICULATING BLOCK MAT,4 INCH 56 2554-0112006 WATER MAIN,TRENCHED,DUCTILE IRON PIPE(DIP),6 IN. SEE SHEETS V.28 THROUGH V.29 AND DEVELOPMENTAL SPECIFICATION 15008.EXACT SIZE AND LAYOUT OF ARTICULATED BLOCK MAT TO 57 2554-0112008 WATER MAIN,TRENCHED,DUCTILE IRON PIPE(DIP),8 IN. BE FIELD VERIFIED BASED ON LIMITS OF REMOVAL OF THE EXISTING ARTICULATED BLOCK MAT.LAYOUT OF MAT SEGMENTS AND FIELD 58 2554-0112012 WATER MAIN,TRENCHED,DUCTILE IRON PIPE(DIP),12 IN. LAPPING PROCEDURES TO BE APPROVED BY THE ENGINEER VIA SHOP DRAWING SUBMITTAL.QUANTITY INDICATED IN THE PLANS REFER TO SPECIAL PROVISION FOR WATER DISTRIBUTION SYSTEM REQUIREMENTS. SPECIAL THICKNESS CLASS 53 RESTRAINED JOINT INCLUDES AN ADJUSTMENT TO ACCOUNT FOR VERTICAL INCLINE OF CHANNEL BANKS.ALL MATERIALS,LABOR,AND EQUIPMENT TO PIPE IS REQUIRED. SEE SHEETS MWM.1&U.1-U.3 FOR DETAILS. PROVIDE AND INSTALL EXPOY REINFORCING BAR FOR ANCHOR ALONG EDGE OF MAT WHERE PLACED ON CONCRETE APRON OR ADJACENT TO -- --- CONCRETE APRON WALL AS PER DRAWING DETAILS ON SHEET V.29 SHALL BE CONSIDERED INCIDENTAL AND INCLUDED IN THE COST OF 59 2554-0132012 WATER MAIN WITH CASING PIPE,TRENCHED,DUCTILE IRON PIPE(DI P),12 IN. THIS ITEM.REMOVAL OF EXISTING ARTICULATED BLOCK MAT MATERIAL(ASSUMED TO BE APPROXIMATELY 425 SY)WHICH IS IN USE A 22"NEW,STEEL CASING PIPE WITH A MINIMUM WALL THICKNESS OF 0.25 INCHES PER IOWA DOT SPECIFICATION 2553.REFER CONFLICT WITH PROPOSED STRUCTURE,FABRIC FORMED REVETMENT INSTALLATION,OR REVETMENT,CLASS E SHALL BE CONSIDERED TO SPECIAL PROVISION FOR WATER DISTRIBUTION SYSTEM REQUIREMENTS.SPECIAL THICKNESS CLASS 53 RESTRAINED JOINT PIPE IS INCIDENTAL TO THIS ITEM. REQUIRED. SEE SHEET MWM.1. 39 2507.8501100 CONCRETE GROUT FOR FABRIC FORMED CONCRETE REVETMENT 60 2554-0203000 FITTINGS BY WEIGHT,DUCTILE IRON SEE SHEETS V.28 THROUGH V.29 AND DEVELOPMENTAL SPECIFICATION 15008.GROUT IS BASED ON COVERAGE OF 75 SF OF MAT AREA REFER TO SPECIAL PROVISION FOR WATER DISTRIBUTION SYSTEM REQUIREMENTS. SEE SHEETS MWM.1&U.1-U.3 FOR DETAILS. PER CUBIC YARD OF GROUT,PLUS AN ESTIMATED ADDITIONAL 18 CY FOR JOINTS BETWEEN EXISTING CHANNEL MAT AND ARTICULATED TABULATION ON C.6. BLOCK MAT AS SHOWN ON DRAWINGS. - ---- - -- --- 61 2554-0204110 WATER SERVICE STUB,COPPER 1 IN. 40 2510-6745850 REMOVAL OF PAVEMENT 62 2554-0204120 WATER SERVICE STUB,COPPER 2 IN. INCLUDES REMOVAL OF PCC AND REMOVAL OF ANY CURB ADJACENT TO PAVEMENT. SEE SHEET A.3. TABULATION ON SHEET C.B. 63 2554-0205410 WATER SERVICE CORPORATION,COPPER,1 IN. - ------ --- 64 2554-0205420 WATER SERVICE CORPORATION,COPPER,2 IN. 41 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES 65 2554-0205710 WATER SERVICE CURB STOP AND BOX,COPPER,1 IN. AS TABULATED ON SHEETS C.8 AND SHOWN ON M.1&M.2. 66 2554-0205720 WATER SERVICE CURB STOP AND BOX,COPPER 2 IN. -- --- ----- THIS ITEM IS INCLUDED FOR WATER SERVICE ADJUSTMENTS AS NEEDED FOR EXISTING SERVICES THAT MAY BE IN CONFLICT WITH THE 42 2511-0310100 SPECIAL COMPACTION OF SUBGRADE FOR RECREATIONAL TRAIL PROPOSED STORM SEWER AT STA 7+55 AND STA 10+54.WATER SERVICE ADJUSTMENTS SHALL BE COORDINATED WITH AND APPROVED BY PROVIDE UNIFORM COMPOSITION OF AT LEAST 12 INCHES BELOW TOP OF SUBGRADE UNDER SIDEWALK,PATIO AND 6 INCH PCC DRIVES. CITY WATER DEPARTMENT. SEE TYPICAL SECTIONS ON B.1 AND B.2. COMPACTION OF ADDITIONAL AREA ON EITHER SIDE OF SIDEWALKS,PATIO OR DRIVES IS - - -- NOT REQUIRED. QUANTITY INCLUDES AREA OF SIDEWALK,REINFORCED,P.C.CONCRETE 12 IN,PATIO AND PCC DRIVES,AS INDICATED 67 2554-0207006 VALVE,GATE,DIP,6 IN. ON PLAN SHEET B.1. 68 2554-0207012 VALVE,GATE,DIP,12 IN. - ------ ------ --- 69 2554-0210201 FIRE HYDRANT ASSEMBLY,WM-201 43 2511-6745900 REMOVAL OF SIDEWALK REFER TO SPECIAL PROVISION FOR WATER DISTRIBUTION SYSTEM REQUIREMENTS. SEE SHEETS MWM.1&U.1-U.3 FOR DETAILS. CONFIRM REMOVAL LIMITS PRIOR TO REMOVAL OF SIDEWALK.SEE SHEET A.3 AND TABULATION ON SHEET C.7. TABULATION ON C.6. 44- 2511-7526006 SIDEWALK,P.C.CONCRETE,6 IN. 70 2554-0212020 VALVE BOX EXTENSION LOCATIONS AS TABULATED AND NOTED ON SHEETS C.9 AND S.3. CONTRACTOR TO SUPPLY CERTIFIED PLANT INSPECTION. MATURITY IS REFER TO SPECIAL PROVISION FOR WATER DISTRIBUTION SYSTEM REQUIREMENTS. FOR(2)VALVE BOXES AT STA 6+28,L,SHOWN ON REQUIRED. BID QUANTITY INCLUDES PAVING PATIO. D.1,AND(1)VALVE BOX AT STA 10+51,L,SHOWN ON MWM.1. 45- 2511-7528101 DETECTABLE WARNINGS 71 2554-0214000 FIRE HYDRANT ADJUSTMENT LOCATIONS AS SHOWN ON SHEETS S.1 AND S.2 AND AS TABULATED ON SHEET C.9. DETECTABLE WARNINGS SHALL BE CAST IRON ONLY. FOR THE ADJUSTMENT OF FIRE HYDRANT AT STA 6+29,L. REFER TO SPECIAL PROVISION FOR WATER DISTRIBUTION SYSTEM --- --- REQUIREMENTS. c-n 46- 2515-2475006 DRIVEWAY,P.C.CONCRETE,6 IN. -- ------ r--;a LOCATIONS AS TABULATED AND NOTED ON SHEET C.7.DRIVEWAY AREA INCLUDES AREA OF SIDEWALK RUNNING THROUGH DRIVEWAYS,PAID 72 2555-0000010 DELIVER AND STOCKPILE SALVAGED MATERIALS -r1 FOR AS DRIVEWAY,P.C.CONCRETE,6 INCH. CONTRACTOR TO SUPPLY CERTIFIED PLANT INSPECTION. MATURITY IS REQUIRED. FOR THE DELIVERY OF EXISTING FIRE HYDRANTS AT STA 9+53 LT&10+42 LT. PROVIDE REMOVED FIRE HYDRANTBWHOLERU THE QUANTITY SHALL BE MEASURED BY THE ENGINEER. IOWA CITY WATER DISTRIBUTION DIVISION LOCATED AT 3810 NAPOLEON LANE. CALL 319-356-5160 24 HOURS PRIO-R-TO DEE&ERY. 47- 2515-6745600 REMOVAL OF PAVED DRIVEWAY 73 2599-9999005 ('EACH'ITEM) FIRE HYDRANT REMOVAL _ F m CONTRACTOR TO FIELD VERIFY DRIVEWAY THICKNESSES AND TYPE. VERIFY REMOVAL LIMITS WITH THE ENGINEER.QUANTITY SHALL BE FOR THE REMOVAL OF THE EXISTING.FIRE HYDRANTS AT STA 9+53,L&10+42 L. METHOD OF MEASUREMENT: EAQJ-F RE HYD NT yY g MEASURED BY THE ENGINEER. SEE SHEET C.7 FOR TABULATION. ASSEMBLY REMOVED WILL BE COUNTED. METHOD OF MEASUREMENT: PAYMENT WILL BE MADE AT THE UNIT PRICE FOR EAC FIRE >• - - --- - HYDRANT ASSEMBLY REMOVED. THE UNIT PRICE INCLUDES,BUT IS NOT LIMITED TO,EXCAVATION,REMOVAL OF e514VDRA1VT, -c 48 2518.6910000 SAFETY CLOSURE HYDRANT VALVE,BACKFILL,COMPACTION,SURFACE RESTORATION TO MATCH THE SURROUNDING AREA,AND SHLJ{DOWN NOVICE PROVIDED m SEE TRAFFIC CONTROL INFORMATION ON SHEETS J.1 THRU J.4 AND SAFETY CLOSURES TABULATION ON SHEET C.7. TO THE CITY PER PROTOCOL. HYDRANT AT STA 9+53,L WILL NEED TO BE PROPERLY ABANDONED AT THE WATERMAIN OR O RACTOR a - -------- SHALL PROVIDE A PHASING AND TESTING PLAN FOR THE REMOVAL OF EXISTING AND THE INSTALLATION OF REDLICERS AN LVES ON a 49 2519-1002042 FENCE,CHAIN LINK,42 IN.HEIGHT THE DEAD-ENDS. TESTING PLAN FOR ADDING VALVES ON THE DEAD-ENDED WATER MAIN WILL BE A FLUSH AND SAMPLE THROUGH THE o SEE SHEET E.1 FOR FENCE LOCATION AND TABULATION ON C.9. VALVE VIA A TEMPORARY BLOWOFF DEVICE. - - o N 50 25194200120 REMOVAL OF FENCE,CHAIN LINK N SEE SHEET A.3 51 2519-4200190 REMOVAL OF FENCE,VINYL&WOOD 3 SEE SHEET A.3. FOR THE REMOVAL OF ORNAMENTAL FENCE AND WOODEN PRIVACY FENCE AROUND PATIO. FENCE SHALL BECOME THE o PROPERTY OF THE CONTRACTOR. NEW FENCING AROUND CONCRETE PATIO PAID FOR SEPARATELY. vi N 522523-0000310 HANDHOLES AND JUNCTION BOXES Design For FOR NEW HANDHOLES AT 9+38.37 LT AND 10+46.39 LT AS SHOWN ON D.1. CONTRACTOR SHALL RELOCATE EXISTING TRAFFIC SIGNAL TRIPLE 13�x8�-8'� 13.5' LA SKEW RCB N FIBER ON THE NORTH SIDE OF PRENTISS STREET TO RUN THROUGH NEW HANDHOLES. SEE BID ITEM CONDUIT,RE-ROUTE. HANDHOLE E PREN TISS ST OVER RALSTON CREEK SHALL BE 36"L X 24"W X 30"D PRECAST CONCRETE COMPOSITE HANDHOLE WITH COVER. pl REFERENCE NOTES 5 0 Lo Station:10+00 Date:. Z CITY OF IOWA CITY ce 0 a i •♦ FED ROAD FISCAL SHEET TOTAL h_ DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: '1W IIW,P.C. •• www.iiwergr.com IOWA C.3 81 N OJ No ITEM NUMBER DESCRIPTION No ITEM NUMBER DESCRIPTION 74 2599-9999005 ('EACH'ITEM) INTAKE,SPECIAL 84 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS CONTRACTOR TO PROVIDE CERTIFIED PLANT INSPECTION FOR CAST IN PLACE INSTALLATIONS. MATURITY IS REQUIRED. SEE M.3 FOR REMOVAL OF SILT FENCE AFTER VEGETATION OR SOIL STABILIZATION HAS BEEN ACCOMPLISHED. rn DETAILS. METHOD OF MEASUREMENT: FOR EACH INTAKE AS SHOWN IN THE CONTRACT DOCUMENTS. BASIS OF PAYMENT: FOR EACH ______________—_____—_—______----__ INTAKE. PAYMENT IS FULL COMPENSATION FOR FURNISHING ALL MATERIALS REQUIRED.AND ALL EQUIPMENT AND LABOR NECESSARY TO 85 2602-0000150 STABILIZED CONSTRUCTION ENTRANCE.EC-303 m CONSTRUCT THE INTAKES ACCORDING TO THE CONTRACT DOCUMENTS.INCLUDING THE EPDXY COATED REINFORCING STEEL. FOR USE TO PREVENT TRACKING.QUANTITY ASSUMES TWO ENTRANCES AT 50'EACH. — -75 2599-9999009 ('LINEAR FEET ITEM) FENCE,ORNAMENTAL VINYL 86 2602-0000309 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE,9 IN.DIA. ORNAMENTAL VINYL FENCE SHALL BE OF THE SAME TYPE AS WAS REMOVED ALONG THE WEST SIDE OF THE EXISTING CONCRETE PATIO AT SEE SHEET EC.1 FOR ESTIMATED LOCATIONS OF PLACEMENT AND SHEET C.9 FOR TABULATION. USED FOR INLET PROTECTION IN STA.10+50 LT. CONTRACTOR SHALL SUPPLY THREE SAMPLES OF FENCE TO THE CITY FOR APPROVAL PRIOR TO ORDERING. NEW FENCE ACCORDANCE WITH STANDARD ROAD PLAN EW-204.WITH PERMISSION OF ENGINEER.MAY BE USED AT OTHER LOCATIONS FOR SEDIMENT TO BE INSTALLED ALONG THE WEST SIDE OF PATIO AFTER NEW CONCRETE IS PLACED. METHOD OF MEASUREMENT:BY LINEAL FEET OF CONTROL. FENCE INSTALLED,END TO END,AS MEASURED BY THE ENGINEER. BASIS OF PAYMENT IS THE CONTRACT UNIT PRICE PER LINEAR FOOT OF FENCE INSTALLED.AND INCLUDES.BUT IS NOT LIMITED TO,FULL COMPENSATION FOR MATERIAL,LABOR AND EQUIPMENT TO 87 2602.0000350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE SATISFACTORILY PROVIDE AND INSTALL VINYL FENCE. REMOVE AFTER VEGETATION OR SOIL STABILIZATION HAS BEEN ACCOMPLISHED. 76 2599-9999009 ('LINEAR FEET'ITEM) FENCE,TREATED WOOD 88 2602-0010010 MOBILIZATIONS,EROSION CONTROL — — TREATED WOOD FENCE SHALL BE OF THE SAME TYPE AS WAS REMOVED ALONG THE SOUTH SIDE OF THE EXISTING CONCRETE PATIO AT MOBILIZATIONS.EROSION CONTROL WILL BE BY COUNT FOR EACH MOBILIZATION IN THE ACCEPTED ECIP AND ACCEPTABLY PERFORMED. STA.10+50 LT. CONTRACTOR SHALL SUPPLY THREE SAMPLES OF FENCE TO THE CITY FOR APPROVAL PRIOR TO ORDERING. NEW FENCE AS WELL AS ADDITIONAL MOBILIZATIONS ORDERED OR APPROVED BY THE ENGINEER AND ACCEPTABLY PERFORMED. TO BE INSTALLED ALONG THE SOUTH SIDE OF PATIO AFTER NEW CONCRETE IS PLACED. METHOD MEASUREMENT:BY LINEAL FEET OF --- ------------- ------ FENCE INSTALLED,HORIZONTALLY END TO END,AS MEASURED BY THE ENGINEER. BASIS OF PAYMENT IS THE CONTRACT UNIT PRICE 89 2602-0010020 MOBILIZATIONS,EMERGENCY EROSION CONTROL PER LINEAR FOOT OF FENCE INSTALLED.AND INCLUDES.BUT IS NOT LIMITED TO.FULL COMPENSATION FOR MATERIAL.LABOR AND THIS ITEM IS INCLUDED FOR A SUDDEN OCCURRENCE OF A SERIOUS AND URGENT NATURE WHICH IS BEYOND NORMAL MAINTENANCE OF EQUIPMENT TO SATISFACTORILY PROVIDE AND INSTALL TREATED WOOD FENCE. EROSION CONTROL ITEMS. 77- 2599-9999010 ('LUMP SUM'ITEM) CONDUIT,BORING 90 2610-0000120 TREES ,HEART OF GOLD THIS BID ITEM IS FOR THE BORING OF TRAFFIC SIGNAL FIBER LINE CONDUITS IF THE CONTRACTOR AND CITY AGREE THAT BORING IS FURNISH AND INSTALL 1 CERCIS CANADENSIS'HEARTS OF GOLD'TREE WITH A MINIMUM SIZE OF 1.5 INCH TRUNK DIAMETER AT 6 NECESSARY. CONDUITS ARE PAID FOR SEPARATELY,SEE BID ITEM CONDUIT RE-ROUTE. A POSSIBLE BORE PIT LOCATION IS AT STA INCHES ABOVE GRADE.SEE EC.1. 10+71,24'L.AND SHOWN ON SHEET D.1. THIS ITEM IS LUMP SUM AND NO MEASUREMENT WILL BE TAKEN. PAYMENT IS LUMP SUM --- --------- -------------- AND INCLUDES.BUT IS NOT LIMITED TO,TRENCHLESS INSTALLATION MATERIALS AND EQUIPMENT PIT.PIT EXCAVATION.DEWATERING. 91 2610-0000120 TREES ,TULIP TREE PLACING AND COMPACTING FILL MATERIALS,AND RESTORING THE SURFACE TO ORIGINAL CONDITION. FURNISH AND INSTALL 1 LIRIODENDRON TULIPIFERA'TULIP TREE'WITH A MINIMUM SIZE OF 1.5 INCH TRUNK DIAMETER AT 6 INCHES — ------------------- - ABOVE GRADE. SEE EC.1. 78 2599-9999010 ('LUMP SUM'ITEM) CONDUIT,RE-ROUTE --- --- CITY OWNS A TRAFFIC SIGNAL FIBER LINE.LOCATED ON THE NORTH SIDE OF PRENTISS STREET. THREE(3)CONDUITS CURRENTLY RUN INTO EXISTING HANDHOLE AT STA 9+37,21'LT AND ARE IN CONFLICT WITH STORM SEWER. THE CONTRACTOR SHALL REMOVE THE HANDHOLE SHOWN ON D.1(PAID FOR AS REMOVAL OF STRUCTURE),AND INSTALL NEW HANDHOLES AT STA 9+38.37 LT AND STA 10+46.39 LT(PAID FOR SEPARATELY). THIS BID ITEM IS FOR THE RE-ROUTING OF(3)EXISTING CONDUITS INTO THE NEW HANDHOLE AT STA 9+38.37 LT,INSTALLING(3)2-INCH HDPE SDR 11 ORANGE CONDUITS UNDER THE NEW CULVERT,CONNECTING THE(3)CONDUITS TO THE NEW HANDHOLE AT STA 10+46.39 LT,AND RE-ROUTING EXISTING CONDUITS INTO THE NEW HANDHOLE AT STA 10+46.39 LT. OF THE(3)EXISTING CONDUITS,(2)ARE EMPTY. CONTRACTOR SHALL RE-ROUTE(2)EMPTY CONDUITS FIRST SO THAT OWNER CAN MOVE CABLES TO NEW CONDUIT. WHEN THIRD CONDUIT IS EMPTY,CONTRACTOR SHALL RE-ROUTE THIRD CONDUIT. NO MEASUREMENT SHALL BE TAKEN. PAYMENT WILL BE LUMP SUM AND INCLUDES.BUT IS NOT LIMITED TO.COORDINATION WITH OWNER.NEW 2-INCH HDPE SDR 11 ORANGE CONDUIT,BEDDING.BACKFILL.TRACER WIRE.COUPLINGS.BENDS.SWEEPS.FITTINGS,AND THE REMOVAL OR RE-ROUTING OF N EXISTING CONDUIT. b Q 79 2599-9999018 ('SQUARE YARDS'ITEM) REMOVAL OF EXISTING CONCRETE PATIO Ty CAREFULLY REMOVE CONCRETE PATIO SHOWN ON A.3. PROTECT NEARBY BUILDING DURING REMOVAL. METHOD OF MEASUREMENT SHALL BE ,a,.,,,,. BY THE SQUARE YARDS OF CONCRETE PATIO REMOVED. BASIS OF PAYMENT WILL BE AT THE BID UNIT PRICE PER SQUARE YARD OF CO CONCRETE PATIO REMOVED INCLUDING DISPOSING OF CONCRETE PATIO OFF SITE. 80 2599-9999018 ('SQUARE YARDS'ITEM) SIDEWALK,REINFORCED P.C.CONCRETE,12 INCH -(-fl CONTRACTOR TO PROVIDE CERTIFIED PLANT INSPECTION.MATURITY IS REQUIRED.FOR USE TO CONSTRUCT SIDEWALK APPROACHES AT CD THE STRUCTURE. SEE SHEETS V.18-V.20. CONSTRUCT IN ACCORDANCE WITH SECTION 2511. METHOD OF MEASUREMENT: SQUARE `" N YARDS AS SHOWN IN THE CONTRACT DOCUMENTS. BASIS OF PAYMENT: PER SQUARE YARD. PAYMENT IS FULL COMPENSATION FOR r' CA) FURNISHING ALL MATERIALS REQUIRED,AND ALL EQUIPMENT AND LABOR NECESSARY TO CONSTRUCT THE SIDEWALK ACCORDING TO THE -C CONTRACT DOCUMENTS,INCLUDING THICKENED EDGE WHERE APPLICABLE.EPDXY COATED REINFORCING STEEL.JOINT MATERIAL AND 1 1/2"DOWELS ARE CONSIDERED INCIDENTAL. 81 2601-2634100 MULCHING HYDRO-MULCHING IS REQUIRED.2601.03,E.2,b. PLACE ON ALL SEEDED AREAS AS SHOWN ON SHEET EC.1. 82 2601-2636044 SEEDING AND FERTILIZING(URBAN) o SEED ALL DISTURBED AREA WHERE TOPSOIL IS PLACED. HYDRAULIC SEEDING ONLY,2601.03.B.4.d m -83 2602-0000020 SILT FENCE SEE SHEET C.9 FOR TABULATION AND SHEET EC.1 FOR ESTIMATED LOCATIONS FOR PLACEMENT OF SILT FENCE TO ADDRESS POSSIBLE Q EROSION DURING CONSTRUCTION. VERIFY SPECIFIC LOCATIONS WITH THE ENGINEER PRIOR TO BEGINNING PLACEMENT. BID ITEM INCLUDES 25%MORE SILT FENCE THAN SHOWN ON EC SHEET FOR FIELD ADJUSTMENTS AND REPLACEMENTS,AND AN ADDITIONAL 500 LF IN DIVISION 1 FOR AREA ALONG TEMPORARY STREAM DIVERSION AS SHOWN ON EW-402, N Design For Y TRIPLE 13'x8'-8" 13.5' LA SKEW RCB E PRENTISS ST OVER RALSTON CREEK REFERENCE NOTES U Station:10+00 Date:. CITY OF IOWA CITY i •♦ FED ROAD FISCAL SHEET TOTAL DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO, SHEETS DETAILED BY: CHECKED BY: IIW9 IOWA . IIW,P.C. ♦ www.iiwen rcom • C.4 81 N co 1 I VD CD N N M UTILITY CONTACTS 0 cc m MIDAMERICAN GAS MIDAMERICAN HAS LOW AND INTERMEDIATE PRESSURE IOWA COMMUNICATIONS Network (ICN) FIBER IS LOCATED EAST OF THE PROJECT AREA ALONG GILBERT STREET. CONTACT: STEVEN DACHTLER GAS LINES ALONG E PRENTISS STREET CROSSING THE CONTACT: DOUG EBELSHEISER NO CONFLICTS EXIST. PHONE: 319-341-4446 BOX CULVERT, AND BETWEEN LINN STREET AND DUBUQUE PHONE: 515-725-4742 CELL: 319-383-8739 STREET NEAR THE STORM SEWER REPLACEMENT. EMAIL: Doug.EbelsheiserOiowa.gov EMAIL: Stdachtler4Anidamerican.com CONFLICTS EXIST. AUREONCENTURYLINK CENTURYLINK HAS FACILITIES ON THE NORTH SIDE OF PRENTISS STREET ON BOTH SIDES OF THE CREEK, BUT THEIR LINE DOES NOT CROSS THE CREEK. CONTACT:NETWORK SERVICES AUREON NETWORK SERVICES HAS FACILITIES ON DUBUQUE STREET. CONTACT: JONATHAN SOENKSEN THERE ARE ALSO 2 LINES CROSSING PRENTISS ST. EX. PEDESTAL AT STA 7+71 IS IN CONFLICT WITH SIDEWALK CONSTRUCTION AND WILL BE MOVED BY JEFF KLOCKO NO CONFLICTS EXIST. PHONE: 319-399-7408 UTILITY 2' TO THE SOUTH. EX. PEDESTAL AT STA 8+68 IS IN CONFLICT WITH STORM SEWER CONSTRUCTION AND WILL BE MOVED BY UTILITY NORTH TO PHONE:IL 515-830-0445 EMAIL: jeffOnetins.com CELL: 319-431-1835 BE AT LEAST 7' OFF OF EXISTING BACK OF CURB BUT NO CLOSER THAN 2' TO EXISTING SIDEWALK. AT STA 6+18 L, COPPER CABLE IS IN CONFLICT EMAIL: Jonathan.SoenksenOcenturylink.com WITH STORM SEWER CONSTRUCTION. UTILITY WILL COORDINATE WITH CONTRACTOR DURING CONSTRUCTION TO SUPPORT AND PROTECT COPPER CABLE DURING INSTALLATION OF 24" RCP. AT STA 10+40 L, COPPER CABLE IS IN CONFLICT WITH STORM SEWER CONSTRUCTION. UTILITY WILL COORDINATE WITH CONTRACTOR DURING CONSTRUCTION TO SUPPORT AND PROTECT COPPER CABLE DURING INSTALLATION OF 15" RCP. AT APPROX. STA 7+64 AND 9+40, COPPER CABLES CROSS PRENTISS STREET. UTILITY WILL COORDINATE WITH CONTRACTOR DURING CONSTRUCTION TO PROTECT COPPER CABLE DURING STORM SEWER CONSTRUCTION AND INSTALLATION OF SUBDRAINS. UNIVERSITY OF IOWA UNIVERSITY OF IA HAS FACILITIES ON THE WEST SIDE OF DUBUQUE CONTACT: CHRIS HATLAND STREET. NO CONFLICTS EXIST. CITY OF IOWA CITY THERE ARE NO ASSUMED CONFLICTS WITH KNOWN SANITARY SEWER. STORM SEWER REPLACEMENT IS INCLUDED IN THIS PROJECT. REPLACEMENT PHONE: CONTACT: MELISSA CLOW OF WATER MAIN IN CONFLICT WITH THE PROPOSED CULVERT IS INCLUDED IN THIS PROJECT. CITY OWNS A TRAFFIC SIGNAL FIBER LINE, LOCATED EMAIL: Chris—HatlandOuiowa.edu PHONE: 319-356-5413 ON THE NORTH SIDE OF EAST PRENTISS STREET. FIBER CURRENTLY RUNS INTO AN EXISTING HANDHOLE AT STA 9+37, 21' L AND IS IN CONFLICT EMAIL: Melissa.Clow®iowa—city.org WITH STORM SEWER. THE CONTRACTOR SHALL INSTALL (2) NEW HANDHOLES AS SHOWN ON SHEET D.1 AND RELOCATE FIBER LINE THROUGH NEW HANDHOLES. UNIVERSITY OF IOWA ELECTRICAL U OF I ELECTRICAL DISTRIBUTION DOES NOT HAVE ANY FACILITIES IOWA CITY COMMUNITY SCHOOL DIS SCHOOL DISTRICT HAS FIBER ON SOUTH SIDE OF CONTACT: JOHN WEYER IN THE PROJECT AREA. NO CONFLICTS EXIST. CONTACT: CHRIS ENGELS PRENTISS ST. NO CONFLICTS ARE KNOWN. PHONE: 319-335-5294 PHONE: 319-688-1000 EMAIL: John—WeyerOuiowa.edu EMAIL: engels.chrisOiowacityschools.org IMON COMMUNICATIONS, LLOC UTILITY HAS FIBER ON NORTH SIDE OF PRENTISS STREET FROM DUBUQUE STREET TO EAST OF CREEK. IMON WILL CONTACT: MATT KEARNEY RELOCATE (2) HANDHOLES AT STA 9+37L THAT ARE IN CONFLICT WITH THE STORM SEWER CONSTRUCTION. CONTRACTOR MCI VERIZONBUSINESS (MCI) PHONE: 319-200-7778 SHALL CONTACT IMON (3) WEEKS PRIOR TO DEMOLITION OF EX. PIPE CULVERTS SO THAT IMON CAN PREPARE TO RELOCATE CONTACT: JANETTE HARRIS THE CONSTRUCTION REA.DINO CONFLICTS EXIST.O FACILITIES IN CELL: 319-450-0653 UTILITY. IMON EXPECTS TO NEED 3 WORKING DAYS AFTER DEMOLITION OF EXISTING CULVERTS TO RELOCATE UTILITY PHONE: 972-729-6650 EMAIL: Matthew.KearneyOimon.net BEFORE CONSTRUCTION OF NEW BOX CULVERT CAN BEGIN. EMAIL: Janette.L.HarrisOverizon.com IN., Q is., C") '11 JOHNSON COUNTY JOHNSON COUNTY HAS NO UTILITIES IN THE PROJECT AREA. A--I CO ....,.. CONTACT: BILL HORNING NO CONFLICTS EXIST. PHONE: 319-356-6080 (UPN) UNITE PRIVATE NETWORKS, LLC FIBER LOCATED ON NORTH SIDE OF PRENTI ICAL PARA TO EMAIL: BHorning©co.johnson.ia.us CONTACT: CLARK LUNDY PRENTISS. —IC) p�'� CELL: 515-288-1281 —<r— -0 1 EMAIL: Clark.LundyOupnfiber.com rri 3 MIDAMERICAN ELEC EXISTING UTILITY POLES ON THE NORTH SIDE OF PRENTISS FROM STA 6+00 TO 8+70 L ARE IN CONFLICT WITH STORM SEWER K CONTACT: JASON WARREN CONSTRUCTION AND WILL BE MOVED NORTH BY UTILITY, BUT WILL BE AT LEAST 2' OFF OF THE EDGE OF THE PROPOSED m PHONE: 319-341-4425 SIDEWALK. AN UTILITY POLE AT STA 10+20 L IS IN CONFLICT WITH THE NEW BOX CULVERT AND WILL BE REMOVED BY N < CELL: 319-330-7301 UTILITY. AN UTILITY POLE ON THE EAST SIDE OF LINN STREET AT STA 31+22 R IS IN CONFLICT WITH SIDEWALK ) ' Cam) r- PHONE: JLWarrenOrnidamerican.com CONSTRUCTION AND WILL BE MOVED, BY UTILITY, TWO FEET FROM PROPOSED SIDEWALK AND AT LEAST 4' BEHIND THE J' < PROPOSED BACK OF CURB2 . EXISTING UTILITY POLE AT STA 7+69 R IS IN THE CLEAR ZONE AND WILL BE MOVED BY UTILITY. THE EXISTING POLE AT STA 9+16 R IS CURRENTLY 4' BEHIND THE CURB AND MEETS CLEAR ZONE REQUIREMENTS. HOWEVER, 2 EL IT IS A TEMPORARY POLE AND WILL EVENTUALLY BE MOVED BY UTILITY. MIDAMERICAN WILL INSTALL A POLE ON THE r) NORTHEAST CORNER OF PRENTISS AND LINN WHICH WILL PROVIDE STREET LIGHTING. THEY WILL WORK WITH THE CITY TO 6 DETERMINE POLE LOCATION. 0 N_ O a WINDSTREAM COMMUNICATIONS WINDSTREAM HAS FACILITIES ON THE NORTH SIDE OF PRENTISS STREET, FROM DUBUQUE STREET TO EAST CONTACT: STEPHEN KNESS OF THE CREEK. CONFLICTS EXIST WITH STORM SEWER CONSTRUCTION. WINDSTREAM WILL RELOCATE ANY in PHONE: 319-790-7678 LINES WITHIN 6' FROM THE BACK OF EXISTING CURB FROM DUBUQUE STREET TO LINN STREET. EX. - CELL: 319-538-1985 HANDHOLE AT STA 8+62 WILL BE MOVED, BY UTILITY, NORTH TO BE AT LEAST 7' OFF OF EXISTING BACK g PHONE: Stephen.KnessOWindstream.com OF CURB. WINDSTREAM WILL COORDINATE WITH CONTRACTOR DURING CONSTRUCTION TO RELOCATE FACILITIES CROSSING RALSTON CREEK. CONTRACTOR SHALL CONTACT WINDSTREAM (3) WEEKS PRIOR TO w DEMOLITION OF EX. PIPE CULVERTS SO THAT WINDSTREAM CAN PREPARE TO RELOCATE UTILITY. w WINDSTREAM EXPECTS TO NEED 3 WORKING DAYS AFTER DEMOLITION OF EXISTING CULVERT TO RELOCATE Design For U' UTILITY BEFORE CONSTRUCTION OF NEW BOX CULVERT CAN BEGIN. TRIPLE 13'x8'-8" 13.5' LA SKEW RCB U E PRENTISS ST OVER RALSTON CREEK 7 i MEDIACOM IOWA CITY MEDIACOM HAS UNDERGROUND AND AERIAL FACILITIES IN THE 5 CONTACT: DARWIN DRISCOLL AREA. CONFLICTS EXIST. UTILITY N OTES O PHONE: 319-351-0408 EXT. 3702 • CELL: 845-204-5742 z EMAIL: DDriscollOnediacomcc.com Station:10+00 Date:. re CITY OF IOWA CITY 0 a n DESIGNED BY: TRACED BY: •• 563.888.2184 • 800�EA491 PROJECT NUMBER STATE FED ROAD FISCAL SHEET TOTAL "� PG • � CITY OF IOWA CITY _ BROS-3715(663)--8J-52 DIST. NO. YEAR NO. SHEETS a� DETAILED BY: CHECKED BY: IOWA . • C.5 81 N °° GENERAL NOTES: 105-4 I 10-18-11 co NO EXTRA PAYMENT IS ALLOWED FOR COLD WEATHER PROTECTION DURING CONSTRUCTION. STANDARD ROAD PLANS co WORKING DAYS WILL BE CHARGED OVER THE WINTER. ,n The following Standard Road Plans apply to construction work on this project. M THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING. Number I Date I Title I DR-121 10-17-17 Connected Pipe Joints O CITY WILL BE REMOVING AND REPLACING ALL SIGNS AND PARKING METERS ON THIS DR-122 10-18-16 Construction of Type "C" Concrete Adaptors for Pipe Culvert Connections % PROJECT. IF THERE ARE QUESTIONS, PLEASE CONTACT THE FOLLOWING: DR-303 10-17-17 Subdrains (Longitudinal) EC-201 10-15-19 Silt Fence PARKING METERS: EC-204 04-21-20 Perimeter and Slope Sediment Control Devices MARK FAY EC-303 04-16-19 Stabilized Construction Entrance IOWA CITY TRANSPORTATION DEPARTMENT EW-402 04-18-17 Temporary Stream Diversion 319-356-5098 MI-102 10-20-15 Chain Link Fence Construction MI-210 10-20-15 PCC Driveways and Alleys SIGNS: PV-101 04-21-20 Joints IOWA CITY STREETS DIVISION PV-102 04-21-20 PCC Curb Details 319-356-5181 SI-101 04-19-16 Locations - Type 'A' Signs SI-131 10-18-16 Installation - Type 'A' Signs SW-101 04-17-18 Trench Bedding and Backfill Zones SW-102 04-16-19 Rigid Gravity Pipe Trench Bedding SW-104 04-21-20 Pressure Pipe Trench Bedding SW-211 04-17-18 Storm Sewer Pipe Connections SW-510 04-21-20 Double Open-Throat Curb Intake, Large Box SW-603 10-16-18 Castings for Grate Intakes TC-1 10-15-19 Work Not Affecting Traffic (Two-Lane or Multi-Lane) TC-202 04-21-15 Work Within 15 ft of Traveled Way TC-252 04-21-20 Routes Closed to Traffic TC-601 10-15-19 Pedestrian Detour 141-102 10-18-16 Tracer System WM-201 04-18-17 Fire Hydrant Assembly 232-10 WATER MAIN VALVES, HYDRANTS&FITTINGS TABULATION 04-18-17 NAME STA OFFSET GATE VALVE 6" GATE VALVE 12" FIRE HYDRANT FITTING WEIGHT EMERALD ASH BORER SLEEVE 1 9+43.83 -32.85 6" 28 Any living, dead, cut or fallen material of the ash (Fraxinus REDUCER 1 9+45.99 -32.84 12"X6" 58 sop.) including trees, nursery stock, logs, firewood, stumps. GATE VALVE 1 9+47.75 -32.83 1 roots, branches, and composted or uncomposted ash chips can be freely moved within the yellow areas of the most recent Federal TEE 2 9+50.31 -51.28 12"X6" 110 EAB Quarantine&Authorized Transit. GATE VALVE 3 9+50.34 -54.09 1 https:/Mww.aphis.usda.gov/plant health/plant pest info/emerald REDUCER 3 9+50.36 -55.98 12"X6" 58 ash b/dcwnloads/eab Quarantine map.pdf. SLEEVE 2 9+50.40 -58.56 6" 28 Obtain appropriate Compliance Agreements from USDA APHIS PPO prior TEE 1 9+50.09 -32.82 12" 160 to moving any of the above listed ash articles to areas outside GATE VALVE 4 9+52.29 -32.81 1 12" the yellow zone on the map. HYDRANT 2 9+55.65 -51.22 1 For questions, concerns, and general assistance, contact: BEND 1 9+55.65 -51.22 6" 32 GATE VALVE 2 9+51.72 51.26 1 USDA APHIS PPO, Iowa office, 515-414-3295 BEND 2 9+62.97 -32.75 12",45d 86 Or BEND 3 9+71.54 -32.7 12",45d 86 Iowa Department of Agriculture&Land Stewardship BEND 4 9+82.44 -32.64 12",11.25d 67 515-725-1470 BEND 5 10+31.98 -22.9 12",45d 86 Entamologv6IowaA¢riculture.goy tv o BEND 6 10+43.74 -9.04 12",45d 86 _ no co m c�a TEE 3 10+45.43 -8.67 12"X6" 110 CD >- REDUCER 2 10+46.83 -8.38 12"X8" 57 x-r BEND 9 10+47.77 -8.18 8",11.25d 42 CO r a HYDRANT 1 10+41.72 -19.67 1 9 BEND 8 10+46.15 -12.11 6",45d 32 --i f�? o r- _ i ' 1 o GATE VALVE 5 10+45.73 -10.09 1 f"t') 't7 0 2 3 2 1126 C -re_ •'-y-.4, 7V c. CA) 04 Cn 0 0 W to Design For rf TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK n a GENERAL NOTES Sc TABULATIONS .. Station:10+00 Date:. z w CITY OF IOWA CITY 0 n a i •♦ FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: "� • E00.666'U81 CITY OF IOWA CITY PROJECT NUMBER gROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: WI,P. • ' tam IOWA C.6 81 N u7 I 189-24 04-21-15 co PCC PAVEMENT co co II °0 O © 03 J `. ry - 1 _ = o ) o o Channelized Intersection Ip Widen Existing Roadway © © OO I Typical Intersection -------- ----- - - - - - - - - - - - - - - - - Q Does not include raised island area or curb. Refer to tabulation 112 Q4 for quantities. O Channelized Intersection Q Refer to PV-41e, PV-411, PV-412, and PV-414. � Reconstructed Roadway Ramp or Loop Ta er P O Quantity includes Pavement Header. Location Mainline Area CO O O Total Area By Special Modified Granular 0 0 0 0 0 0 0 o Pavement Thickness Road Identification Direction Station to Station Width Length Area A B C D E F G H Backfill Subbase Subbase Remarks of Travel SY FT FT SY SY SY SY SY SY SY SY _ SY 6 IN I 8 IN TONS CY SY E PRENTISS ST E-W 6+00.87 9+29.25 31.0 328.4 1141.0 1141.0 227.5 Division 2 E PRENTISS ST E-W 9+29.25 9+40.27 31.0 11.0 37.9 37.9 7.5 Division 1 E PRENTISS ST E-W 10+44.93 10+76.08 VARIES 14.9 47.7 47.7 7.8 Division 1 S LINN ST N-S N3+37.46 31+31.88 VARIES 94.4 345.7 345.7 66.8 Division 1 182-3 108-13A 18-16-18 08-01-08 ACCESS POINTS AND SAFETY RAMPS SAFETY CLOSURES Refer to Section 2518 of the Standard Specifications Refer to Cross-Sections Length of Unclassified Pipe calculated is based on using Corrugated Metal Pipe. Station Closure Type Remarks ()Refer to MI-210 Road Otv. I Hazard Otv. ()Refer to EW-501. 8+12.00 2 FOR EAST/WEST CONSTUCTION ()Refer to EW-501 or EW-502. 9+93.00 1 FOR EAST CONSTRUCTTON Predetermined for access point not constructed with this project. 10+31.00 1 FOR EAST CONSTRUCTION 11+76.00 1 FOR EAST CONSTRUCTION Location Type Length of Opening 0S?:-...R O O Pipe Culvert Driveway Surface 30+92.00 1 FOR EAST CONSTRUCTION Area MODIFIED 31+62.00 1 FOR EAST CONSTRUCTION P� A, B, C, 1M" 3" O PR SR Aprons SUBBASE Remarks 6'+00•00 1 FOR WEST CONSTRUCTION C= Station Side Safety Ramp, Case Dropped Dropped O Size Pipe Lt. Rt. HMA PCC "'Ti or Predetermined. Curb Curb Length C�7 i .a, 1 or 2 LF LF _ FT FT FT FT IN LF LF LF No. SY SY CY `"- N 7+86.00 R Predetermined 2 31.1 24.3 59.8 9.900 6" THICKNESS, DIV 2 n-_ a 8+12.00 L Predetermined 2 28.0 19.9 38.8 5.000 6" THICKNESS, DIV 2 C1) m10+50.00 R Predetermined 2 61.4 46.0 316.2 45.500 6" THICKNESS, DIV 1 --4�C�r N 1 ~rri ."'i p tV a 118-5 11e-e8 C.A3 66 10-20-15 84-17-18 [-11 SIDEWALK REMOVAL REMOVAL OF CONCRETE DRIVES N * Not a bid item * Not a Bid Item o Location Area Saw Cut* n Begin End Area Saw Cut* Remarks Station (Side SY LF Remarks • Station Station SY LF 7+86.00 R 53.0 0.0 THICKNESS UNKNOWN, DIV 2 c, 6+02.00 7+75.70 85.5 18.0 LEFT, DIV 2 8+26.00 R 49.1 0.0 THICKNESS UNKNOWN, DIV 2 O 6+18.50 6+18.50 9.5 6.0 RIGHT, DIV 2 9+46.00 R 48.7 0.0 THICKNESS UNKNOWN, DIV 1 Si 7+14.40 7+97.70 29.4 30.0 RIGHT, DIV 2 8+12.00 L 37.9 22.0 THICKNESS UNKNOWN, DIV 2 ,W„ 9+19.00 9+36.00 7.2 4.0 RIGHT, DIV 1 10+45.00 R 316.2 116.0 THICKNESS UNKNOWN, DIV 1 im = 9+56.00 9+75.00 9.7 0.0 RIGHT, DIV 1 Design For 9+90.00 10 60.48 101.8 11.0 LEFT, DIV 1 ASSUMED THICKNESS 6-INCHES 30+14.50 36+76.50 58.3 12.e LEFT, DIV 1 TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK in e ASSUMED THICKNESS 4-INCHES 5 7 TABULATIONS o Station:10+00 Date:. Z CITY OF IOWA CITY 0 a i •• FED. ROAD FISCAL SHEET TOTAL N DESIGNED BY: TRACED BY: 563.556.2464 •♦ 800.556.4491 PROJECT NUMBER STATE CITY OF IOWA CITY BROS-3715(663)--8J-52 DIS . NO. YEAR NO. SHEETS d DETAILED BY: CHECKED BY: "� IIW,P.C. • www.iiwengr.cam IOWA C.7 81 N I 104-5C ago 10-17-17 LIST OF SUBDRAIN WORK .i Possible Standards: DR-121, DR-201, DR-203, DR-301, DR-302, DR-303, DR-305 and DR-306. Possible Detail: 500-10. co cO ' Not a bid item in R Location Pipe Aprons Outlets r? - Connected Pipe Trench Granular porous Class 'A' N Ooints• Material Crushed o Type Concrete, C.M.P., Dia. Length DR-201 DR-203 580-10 DR-305 DR-306 Drain Backfill' Remarks coNo. Station to Station Installation or Plastic Stone DR-121 Blanket DR-301, DR-302, DR-303 IN LF No. No. _ No. _ Type _I No. No. Type 1 No. ` LF CY CY CY 6+28, L 7+46. L DR-303, Type 12 Plastic 6.0 120 8.9 (2) CMP OUTLETS INTO INTAKES, DR-303, DIV 2 6+28, R 7+45, R DR-303, Type 12 Plastic 6.0 120 8.9 (1) CMP CUTLET INTO INTAKE, DR-303, OUTLET INTO SUBDRAIN RISER, DIV 2 7+53, L 9+32, L DR-303, Type 12 Plastic 6.0 181 13.4 (1) CMP OUTLET INTO INTAKE, DR-303, DIV 2 7+52, R 9+31, L DR-383, Type 12 Plastic 6.0 200 14.8 TEE INTO SUBDRAIN BEFORE OUTLET INTO INTAKE, DIV 2 31+31, R 30+19, L DR-303, Type 12 Plastic 6.0 145 10.7 (1) 04P OUTLET INTO INTAKE, DR-303, OUTLET INTO SUBDRAIN RISER, DIV 1 31+31, L 30+29, L DR-303, Type 12 Plastic 6.0 107 7.9 TEE INTO SUBDRAIN BEFORE CUTLET INTO INTAKE, OUTLET INTO SUBDRAIN RISER, DIV 1 110-1 04-16-13 REMOVAL OF PAVEMENT Refer to Tabulation 102-5 * Not a Bid Item Begin End Side Pavement Area Saw Cut* Remarks Station Station Type SY LF 6+00.87 9+29.25 PCC 1143.6 54.0 ASSUMED THICKNESS 7-INCHES, DIV 2 9+29.25 10+76.08 PCC 534.8 63.0 ASSUMED THICKNESS 7-INCHES, DIV 1 30+15.37 31+31.88 PCC 408.4 31.0 ASSUMED THICKNESS 7-INCHES, DIV 1 110-15 04-16-13 REMOVAL OF INTAKES AND UTILITY ACCESSES No. Location/Description Type Remarks 1 STA 6+26, L Intakes EX. STORM SEWER INTAKE, DIV 2 2 STA 7+46, L Intakes EX. STORM SEWER MANHOLE, DIV 2 3 STA 9+59, L Intakes EX. STORM SEWER INTAKE, DIV 1 4 STA 10+00, L Intakes EX. STORM SEWER INTAKE, DIV 1 110-14 04-16-13 SANITARY OR STORM SEWER ABANDONMENT OR REMOVAL _ ' Not a bid item C.) —11 N Length of Pipe Fill Material* "-.C-) a Abandonment, Plug Only 3 Sanitary or <_ 36 inch > 36 inch 2.-'__4 CC .ems.. = Location/Description or Abandonment, Plug and Fill Flowable Mortar or CLSM Remarks N Storm Sewer or Removal diameter diameter ` -- LF LF CY .� Cla 1 o EX. 15" RCP FROM INTAKE 1 TO INTAKE 10 Storm Sewer Removal 37 DIV 2 "' '"" m EX. 15" RCP FROM INTAKE 2 TO INTAKE 10 Storm Sewer Removal 51 DIV 2 -rn I a EX. 12" FROM INTAKE 10 TO EX. MH, MATERIAL UNKNOMN Storm Sewer Removal 119 DIV 2 O EX. 18" RCP FROM EX. MH TO EX. PIPE CULVERTS Storm Sewer Removal 241 DIV 2 CD .,.". ed EX. 12" RCP FROM EX. INTAKE AT PRENTISS/LIMN Storm Sewer Removal 32 DIV 1, LENGTH ESTIMATED ..„."s" N 6 EX. 24" CPE FROM EX INTAKE AT PRENTISS/LINN TO CULVERT Storm Sewer Removal 32 DIV 1 --` EX. 12" CMP, E OF CREEK, N OF PRENTISS Storm Sewer Removal 21 DIV 1Cil '`� No EX. 15" CPE N SIDE OF PRENTISS, E OF CREEK Storm Sewer Removal 42 DIV 1 N EX. 36" RCP FROM EX MH, S SIDE OF PRENTISS, E OF CREEK Storm Sewer Removal 62 DIV 1 N N 3 0 w w N Design For Y TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK -, a N • . 5 TABULATIONS a Station:10+00 Date:. Z CITY OF IOWA CITY 0 a n DESIGNED BY: TRACED BY: .� 563.556.2464 •• 800.556.4431 PROJECT NUMBER STATE FED. ROAD FISCAL SHEET TOTAL CITY OF IOWA CITY BROS-3715(663)--8J-52 DIS . NO. YEAR NO. SHEETS E DETAILED BY: CHECKED BY: "� IIW,P.C. ♦ www.iiwengr.com C.8 81 IOWA • 113-1 10-16-18 1 SIDEWALKS See MI-22e and S Sheets ra ,n ---Bo.k of 1 r-b C-Fnce of Sidewalk M ® - ® -1 I Intersection Quadrant Length O CB) (:-!2) Sidewalk Sidewalk Sidewalk Sidewalk WarningsDetectable Remarks FT ET % SY SY SY _ SY - SE DUBUQUE/PRENTISS, 6+03 TO 6+22 NE 18.3 6.00 12.9 12 DIV 2 DUBUQUE & PRENTISS, 6+19 NE 14.2 6.00 10.1 12 DIV 2 DUBUQUE & PRENTISS. 6+16 NE 4.6 VARIES 2.8 DIV 2 N SIDE OF PRENTISS, 6+22 TO 7+70 NE 154 14.20 6.00 1.50% 102.6 DIV 2 DUBUQUE & PRENTISS, 6+19 SE 12.1 6.00 9.5 12 DIV 2 S SIDE OF PRENTISS, 7+33 TO 7+73 40 16.50 6.00 27.0 DIV 2 7+94 TO 7+98 4 16.50 6.00 2.7 DIV 2 9+19 TO 9+42 25.6 VARIES 6.00 17.0 DIV 1 PRENTISS & LINN, 9+27 TO 9+42 NW 15.1 6.00 9.9 DIV 1 PRENTISS & LINN, 9+42 TO 9+60 NW 18 6.80 14.0 12 DIV 1 RAMP AT 9+45, L NW 13.6 6.00 11.2 12 DIV 1 RAMP AT 9+45, R 13.75 6.00 10.1 12 DIV 1 S SIDE OF PRENTISS, 9+48 TO 9+67 18.8 VARIES 6.00 12.5 S SIDE OF PRENTISS, ALONG CREEK 65.5 6.00 1.50% 43.7 DIV 1 W SIDE OF LINN, 30+35 TO 30+77 42 VARIES 6.00 28.6 DIV 1 E SIDE OF LINN, 30+94 TO 31+57 65.3 VARIES 6.00 42.9 DIV 1 PATIO 60.6 VARIES VARIES 87.5 DIV 1 199-7 30-14-12 FENCING * Bid Item Refer to MI-101, MI-102. MI-103, MI-104, 510-3. and 510-5 Location Chain Link Deer Field From To Channel Crossing Side Fence Gate Fence Brace Gate Fence Brace Gate Remac, Station Offset Station Offset Length* No.* Length* Panels* No.* Length* Panels* No.* Length* �_- Type Type Type Type Type r•- LF EACH LF EACH EACH _ LE _ EACH EACH LF =- 30+94.95 24.0 31+31.00 35.2 RT 40.0 42 IN. 1 16 FT. FROM BA RRJRAI IJIi TO ` f¢�*-EX. CHA ENcQDIV 1......- _ Cl --- 1 < 100-17 7 0 0 914e109 16 04-20-10 �9 - N PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE TABULATION OF SILT FENCESRefer to EC-201 Cll m Possible Standards: EC-204 Location h Location Len h of Installation Length Remarks N Begin Station End Station Side LF 65 9 inch Dia 12 inch Dia 20 inch Dia Remarks o Begin Station End Station Side 6+59.00 RT 22.0 ROADWAY, DIV 2 LF LF LF 6+61.00 LT 17.0 ROADWAY, DIV 2 0 N 6+01.00 LT 20.0 Roadway 7+17.00 RT 22.0 ROADWAY, DIV 2 0 N 6+01.00 RT 20.0 Roadway 7+20.00 LT 18.0 ROADWAY, DIV 2 S 6+26.00 LT 20.0 Roadway 7+72.00 RT 22.0 ROADWAY, DIV 2 7+47.00 RT 20.0 Roadway 7+73.00 Lit 8.0 ROADWAY, BEHIND WALK 3 7+49.00 LT 20.8 Roadway 7+80.00 LT 18.0 ROADWAY, DIV 2 4 9+34.00 LT 20.0 Culvert 9+68.00 RT 17.0 CULVERT, DIV 1 9+98.00 RT 20.0 Culvert 9+68.00 RT 21.0 CULVERT, DIV 1 = 9+73.00 RT 21.0 CULVERT, DIV 1 Design For yr 10+00.00 LT 20.0 Culvert N 99++90..00 RT 000 RT 17.0 CULVERT, DIV 1 CULVERT, DIV 1 TRIPLE 1 3'x8'-8" 13.5' LA SKEW RCB r, 9+97.00 RT 18.e CULVERT, DIV 1 E PRENTISS ST OVER R ALS TON CREEK a 10+06.00 RT 18.0 CULVERT, DIV 1 N 10+16.00 RT 30.0 CULVERT, DIV 1 . • 10+04.00 10+16.00 LT 60.0 CULVERT, DIV 1 TABULATIONS 5 O 10+20.00 LT 21.0 CULVERT, DIV 1 N 10+22.00 10+33.00 LT 52.0 CULVERT, DIV 1 StOtion:10+00 Date:. i UNDISTRIBUTED 500.0 ALONG TEMP STREAM a DIVERSION PER EW-402 CITY OF IOWA CITY 0 n si- ♦♦ FED ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 ♦ 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE _DIST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: "W IIW,P.C. • Wwa.invengr.com IOWA C.9 81 N 110-1ZL 110-12L 1 04-16-19 04-16-19 WI POLLUTION PREVENTION PLAN POLLUTION PREVENTION PLAN I This project is regulated by the requirements of the Iowa Department of Natural Resources (DNR) National Pollutant Discharge Elimination F. Runoff from this work will flow into Ralston Creek to the Iowa River. �1 System(NPOES1 General Permit No. 2 OR an Iowa Department of Natural Resources (DNR) National Pollutant Discharge Elimination System m (NPDES) individual storm water permit. The Contractor shall carry out the terms and conditions of this permit and the Pollution III. CONTROLS L Prevention Plan (PPP). A. The Contractor's ECIP specified in Article 2602.03 of the Standard Specifications for accomplishment of storm water controls should r clearly describe the intended sequence of major activities, and for each activity define the control measure and the timing during r') This Base PPP includes information on Roles and Responsibilities, Project Site Description, Controls. Maintenance Procedures. Inspection the construction process that the measure will be implemented. Requirements, Non-Storm Water Controls, Potential Sources of Off Right-of-Way Pollution, and Definitions. This plan references other UI B. Preserve vegetation in areas not needed for construction. 0 documents rather than repeating the information contained in the documents. A copy of this Base Pollution Prevention Plan, amended as C. Sections 2601 and 2602 of the Standard Specifications define requirements to implement erosion and sediment control measures. CoCt needed per plan revisions or by contract modification, will be readily available for review. Actual quantities used and installed locations may vary from the Base PPP and amendment of the plan will be documented via fieldbook entries or by contract modification. Additional erosion and sediment control items may be required as determined by the All contractors shall conduct their operations in a manner that controls pollutants, minimizes erosion, and prevents sediments from inspector and/or contractor during storm water monitoring inspections. If the work involved is not applicable to any contract entering waters of the state and leaving the highway right-of-way. The prime contractor shall be responsible for compliance and items, the work will be paid for according to Article 1109.03 paragraph B of the Standard Specifications. implementation of the PPP for their entire contract. This responsibility shall be further shared with subcontractors whose work is a 1. EROSION AND SEDIMENT CONTROLS source of potential pollution as defined in this PPP. a. Stabilization Practices 1) Site plans will ensure that existine vegetation or natural buffers are preserved where attainable and disturbed portions of the site will be stabilized. I. ROLES AND RESPONSIBILITES 2) Initialize stabilization of disturbed areas immediately after clearing, grading, excavating, or other earth disturbing A. Designer: activities have: 1. Prepares Base PPP included in the project plan. a) Permanently ceased on any portion of the site, or 2. Prepares Notice of Intent (NOI) submitted to Iowa DNR. b) Temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. 3. Is signature authority on the Base PPP. 3) Staged permanent and/or temporary stabilizing seeding and mulching shall be completed as the disturbed areas are B. Contractor: completed. Incomplete areas shall be stabilized according to paragraph III, C, 1, a, 2, b above. 1. Signs a co-permittee certification statement adhering to the requirements of the NPDES permit and this PPP. All co-permittees 4) Permanent and Temporary Stabilization practices to be used for this project are located in the Estimated Project are legally required under the Clean Water Act and the Iowa Administrative Code to ensure compliance with the terms and Quantities (100-0A, 100-IA, or 100-1C) and Estimate Reference Information (100-4A) located in the C sheets. Typical conditions of this PPP. drawings detailing construction of the practices to be used on this proiect are referenced in the Standard Road 2. Designates a Water Pollution Control Manager (WPCM), who has the duties and responsibilities as defined in Section 2602 of the Plans Tabulation (105-4) in the C sheets. Standard Specifications. 5) Preservation of existing vegetation within right-of-way or easements will act as vegetative buffer strips. 3. Submits an Erosion Control Implementation Plan (ECIP) and ECIP updates according to Section 2602 of the Standard Specifications. 6) Preservation of topsoil: Bid items to be used for this project are located in the Estimated Project Quantities (100-0A, 100-1A, or 100-1C) and Estimate Reference Information (100-4A) located in the C sheets. Additional information may be 4. Installs and maintains appropriate controls. This work may be subcontracted. found in Tabulations in the C or T sheets or is referenced in Section 2105 of Standard Specifications. 5. Supervises and implements good housekeeping practices. b. Structural Practices 6. Conducts joint required inspections of the site with inspection staff. When Contractor is not mobilized on site, 1) Structural practices will be implemented to divert flows from exposed soils and detain or otherwise limit runoff and the Contractor may delegate this responsibility to a trained or certified subcontractor. Contracting Authority also may waive discharge of pollutants from exposed areas of the site. Additionally, structural practices may include: silt basins that joint inspection requirement during winter shutdown. In both circumstances, WPCM (or trained or certified delegate from provide 3600 cubic feet of storage per acre drained or equivalent sediment controls, outlet structures that withdraw water the Contractor) is still responsible to review and sign inspection reports. from surface when discharging basins, and controls to direct storm water to vegetated areas. 7. Complies with training and certification requirements of Section 2602 of the Standard Specifications. 2) Structural practices to be used for this project are located in the Estimated Project Quantities (100-0A, 100-1A, or C. Subcontractors: 100-1C) and Estimate Reference Information (100-4A) located in the C sheets, as well as all other item specific 1. Sign a co-permittee certification statement adhering to the requirements of the NPDES permit and this PPP if responsible for Tabulations. Typical drawings detailing construction of the devices to be used on this project can be found in the B sediment or erosion controls or involved in land disturbing activities. All co-permittees are legally required under the Clean sheets or are referenced in the Standard Road Plans Tabulation (105-4) located in the C sheets. Water Act and the Iowa Administrative Code to ensure compliance with the terms and conditions of this PPP. c. Storm Water Management 2. Implement good housekeeping practices. 1) Measures shall be installed during the construction process to control pollutants in storm water discharges that will D. RCE/Project Engineer: occur after construction operations have been completed. This may include velocity dissipation devices at discharge 1. Is Project Storm Water Manager. locations and alone length of outfall channel as necessary to provide a non-erosion velocity flow from structure to water 2. Takes actions necessary to ensure compliance with storm water requirements including, where appropriate. issuing stop work course. If included with this project, these items are located in the Estimated Project Quantities (100-BA, 100-1A, or orders, and directing additional inspections at construction project sites that are experiencing problems with achieving permit 100-1C) and Estimate Reference Information (100-4A) located in the C sheets, as well as all other item specific compliance. Tabulations. Typical drawings detailing construction of the practices to be used on this proiect are referenced in the 3. Orders the taking of measures to cease, correct, prevent, or minimize the consequences of nnon-compliance with the storm water Standard Road Plans Tabulation (105-4) in the C sheets. The installation of these devices may be subject to Section 404 requirements of the Applicable Permit. of the Clean Water Act. 4. Supervises all work necessary to meet storm water requirements at the Project, including work performed by contractors and 2. OTHER CONTROLS subcontractors. a. Contractor disposal of unused construction materials and construction material wastes shall comply with applicable state and 5. Requires employees, contractors, and subcontractors to take appropriate responsive action to comply with storm water local waste disposal, sanitary sewer, or septic system regulations. In the event of a conflict with other governmental requirements, including requiring any such person to cease or correct a violation of storm water requirements, and to order or laws, rules and regulations, the more restrictive applicable laws, rules or regulations shall apply. recommend such other actions as necessary to meet storm water requirements. 1) Vehicle Entrances and Exits - Construct and maintain entrances and exits to prevent tracking of sediments onto roadways. 6. Is familiar with the Project PPP and storm water site map. 2) Material Delivery, Storage and Use - Implement practices to prevent discharge of construction materials during delivery, 7. Is the point of contact for the Project for regulatory officials. Inspector, contractors. and subcontractors regarding storm storage, and use. water requirements. 3) Stockpile Management - Install controls to reduce or eliminate pollution of storm water from stockpiles of soil and 8. Is signature authority on Notice of Discontinuation, paving. E. Inspector: 4) Waste Disposal - Do not discharge any materials, including building materials, into waters of the state, except as 1. Updates PPP whenever there is a change in design, construction. operation, or maintenance which has a significant effect on the authorized by a Section 404 permit. discharge of pollutants from the project. 5) Spill Prevention and Control - Implement chemical spill and leak prevention and response procedures to contain and N 2. Maintains an up-to-date record that identifies contractors and subcontractors as co-permittees. clean-up spills and prevent material discharges to the storm drain system and waters of the state. N DM 3. Makes these plans available to the D upon their request. 6) Concrete Residuals and Washout Wastes - Waste shall not be discharged to a surface water and is not allowed to adversely 4. Conducts joint required inspections of the site with the contractor/subcontractor. affect a water of the state. Designate temporary concrete washout facilities for rinsing out concrete trucks. 5. Completes an inspection report after each inspection. Provide directions to truck drivers where designated washout facilities are located. Designated washout areas should be ram^', "T, 6. Is signature authority on storm water inspection reports. located at least 50 feet away from storm drains, streams or other water bodies. Care should be taken to ensure these Pi II. PROJECT SITE DESCRIPTION C facilities do not overflow during storm events. .. " --•i WO N 7) Concrete Grooving/Grinding Slurry - Do not discharge slurry to a waterbody or storm drain. Slurry may be applied on --- mr A. This Pollution Prevention Plan (PPP) is for the construction of a triple reinforced concrete box culvert, storm sewer and street 7 reconstruction. foreslopes or removed from the project. � s 8) Vehicle and Equipment Storage and Maintenance Areas - Perform on site fueling and maintenance in accordance with all ......1 C") B. This PPP covers approximately 1.1 acres with an estimated 1.1 acres being disturbed. The p as ro per storage of onsite fuels and proper disposal of used engine oil or other fluids on site. r- environment laws such portion of the PPP covered by this contract has 1.1 acres disturbed. Employ washing practices that prevent contamination of surface and ground water from wash water. Wash waters must be -� C. The PPP is located in an area of 2 soil associations Otley-Ladoga and Fayette. The estimated weighted average runoff coefficient _ a number for this PPP after completion will be 0.69. treated in a sediment basin or alternative control that provides equivalent or better treatment prior to discharge. -- 09) Litter Management - Ensure employees properly dispose of litter. Minimize exposure of trash if exposure to precipitation C)^^' D. Storm Water Site Nap -Multiple sources of information comprise the base storm water site mao including: t.... or stormm water pollutants.ater would result in a discharge ofpollutants. 1. Drainage Patterns -Plan and Profile sheets and Situation plans. 10) Dewatering- Properly treat water to remove suspended sediment before it re-enters a waterbody or discharges off-site. mN 2. Proposed Slopes -Cross Sections. .- Cop) ,q Measures are also to be taken to prevent scour erosion at dewatering discharge point. dd 3. Areas of Soil Disturbance-Construction limits shown on Plan and Profile sheets. 3. APPROVED STATE OR LOCAL PLANS CTt o 4. Location of Structural Controls -Tabulations in C sheets. During the course of this construction, it is possible that situations will arise where unknown materials will be encountered. 0 S. Locations of Non-structural Controls-Tabulations in C sheets. When such situations are encountered, they will be handled according to all federal, state, and local regulations in effect at o 6. Locations of Stabilization Practices -Generally within construction limits shown on EC.1 sheet. the time. 0 7. Surface Waters (including wetlands) - Project Location Map and Plan and Profile sheets. a 8. Locations where Storm Water is Discharged -Plan and Profile sheets. c IV. MAINTENANCE PROCEDURES N. E. The base storm water site map is amended by contract modifications and progress payments (fieldbook entries) of completed erosion The Contractor is required to maintain all temporary erosion and sediment control measures in proper working order, including control work. Also, due to project phasing, erosion and sediment controls shown on project plans may not be installed until cleaning, repairing, or replacing them throughout the contract period. This shall begin when the features have lost 50%of their needed, based on site conditions. For example, silt fence ditch checks will typically not be installed until the ditch has been capacity. c installed. Installed locations may also be modified from tabulation locations by field staff. Installed locations will be 0{ documented by fieldbook entries. V. INSPECTION REQUIREMENTS w Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N E PRENTISS ST OVER RALSTON CREEK em a S POLLUTION PREVENTION PLAN 0 ow Station:10+00 Date:. Z 0 CITY OF IOWA CITY a 7 DESIGNED BY: TRACED BY: •• 563.556.2464 •• 800.556.4,191 PROJECT NUMBER FED. ROAD FISCAL SHEET TOTAL a DETAILED BY: CHECKED BY: "W CITY OF IOWA CITY BROS-3715(663)--6J-52 STATE DIS . NO. YEAR NO. SHEETSB IIW,P.C. • www.iiwe room IOWA N to co ;,� 110-12L 04-16-19 io POLLUTION PREVENTION PLAN A. Inspections shall be made jointly by the Contractor and the Contracting Authority at least once every seven calendar days. Storm vl water monitoring inspections will include: cc 1. Date of the inspection. 2. Summary of the scope of the inspection. 3. Name and qualifications of the personnel making the inspection. S. Review of erosion and sediment control measures within disturbed areas for the effectiveness in preventing impacts to receiving waters. 6. Major observations related to the implementation of the PPP. 7. Identification of corrective actions required to maintain or modify erosion and sediment control measures. B. Include storm water monitoring inspection reports in the Amended PPP. Incorporate any additional erosion and sediment control measures determined as a result of the inspection. Immediately begin corrective actions on all deficiencies found within 3 calendar days of the inspection and complete within 7 calendar days following the inspection. If it is determined that making the corrections less than 72 hours after the inspection is impracticable, it should be documented why it is impracticable and indicate an estimated date by which the corrections will be made. VI. NON-STORM WATER DISCHARGES This includes subsurface drains (i.e. longitudinal and standard subdrains) and slope drains. The velocity of the discharge from these features may be controlled by the use of headwalls or blocks, Class A stone, erosion stone or other appropriate materials. This also includes uncontaminated groundwater from dewatering operations, which will be controlled as discussed in Section III of the PPP. VII. POTENTIAL SOURCES OF OFF RIGHT-OF-WAY (ROW) POLLUTION Silts, sediment, and other forms of pollution may be transported onto highway right-of-way (ROW) as a result of a storm event. Potential sources of pollution located outside highway ROW are beyond the control of this PPP. Pollution within highway ROW will be conveyed and controlled per this PPP. VIII. DEFINITIONS A. Base PPP - Initial Pollution Prevention Plan. B. Amended PPP - May include Plan Revisions or Contract Modifications for new items, storm water monitoring inspection reports, and fieldbook entries made by the inspector. C. IDR - Inspector's Daily Report - this contains the inspector's daily diary and bid item postings. D. Controls - Methods, practices, or measures to minimize or prevent erosion, control sedimentation, control storm water, or minimize contaminants from other types of waste or materials. Also called Best Management Practices (BMPs). E. Signature Authority - Representative authorized to sign various storm water documents. CERTIFICATION STATEMENT I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for Iv submitting false information, including the possibility of fine and imprisonment for knowing violations. CND , I (- ate -7/ Signature yam". 1 I Melissa A. Clow, EI, LEED AP, City of Iowa City .'(C? OD ry'A�� rn Signature -.6-4-"U p 0 Geoff T. Blandin, P.E. IIW, P.C. CJI 0 m a 0 0 M N rn 0 N a, N N O, CA O VI Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB E PRENTISS ST OVER RALSTON CREEK POLLUTION PREVENTION PLAN CONTINUED Station:10+00 Date:. CITY OF IOWA CITY FED ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: �� ` .55.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--BJ-52 STATE DIST. N0. YEAR N0. SHEETS DETAILED BY: CHECKED BY: "� IIW,P.C. • www.invengr.cam IOWA C.l1 81 • N CLEAR ZONE IS 17.5' FROM CENTERLINE. IF 17.5' IS NOT FEASIBLE, SEE EC SHEETS FOR EROSION CONTROL / N I\ I I ° \cn I \ //// -• L. ;r� r I THAN FIXED OBJECTS MUST BE A MINIMUM OF 4' FROM BACK OF SEE G SHEETS FOR ALIGNMENT INFORMATION 1 3 / — — — — — .,nlIOiiifl�illllw,. 90 CURB. BREAKAWAY OBJECTS MUST BE A MINIMUM OF 1.5' FROM SEE H SHEETS FOR RIGHT OF WAY AND EASEMENT INFORMATION f I N ;e,�. col PROPERTY NORTH ISEE L SHEETS FOR GEOMETRIC AND STAKING INFORMATION / V. / /� �� LINE BACK( OF CURB. t I 'i. ;`•5 tre;'. /� HORIZONTAL SCALE IN FEET SEEM SHEETS FOR STORM SEWER AND SUBDRAIN INFORMATION / I ION r �1 ;•.r••••„ � � 0 20 40 IiD SEE MWM SHEETS FOR WATER MAIN INFORMATION CONDUIT RE-ROUTE I I ?'o°o'.J END OF CONC '0 SEE S SHEETS FOR SIDEWALK DETAILS ' °° �� w y (PROPOSED 3-2" 31 / o' .• / APRON SEE V SHEETS FOR CULVERT INFORMATION AND REINFORCED PAVEMENT SIDEWALK DETAILS s�"� CONDUITS) I v' •o�•��•�� DRAWING MAY HAVE BEEN REDUCED / / ri : ` - ".4 f ''••% ,a SIDEWALK, PCC, 6 IN. I STA 30+37.46 I ilk ° s`,°°i t (PATIO) 0 �'' PCC APPROAC II \ I b�g� ff . f, o°°°1" END OF CULVERT m ,f \ (2) VALVE BOX \ J/ PAVEMENT 1 I I [� o \ ! ::/ o°od•C� / EXTENSIONS IO Q°° BARREL PARAPET WALL r o I / I //I f I I I I GRADING LIMITS I� ` w 'ir '1;•" '• V' ( FIRE HYDRANT K / /7 / /// )) I I I I \ w ,; ;r oP ••.,//. I y o STA 10+46.39, 26.09' L L. ADJUSTMENT " / / / / \ I \6SS S0 PROP TEMP EASEMENT w p,:oo�o PROPOSED HANDHOLEI ,' I a .,�• o o STA 10+61.17 I ` / �/�� , , STA 8+12 L / f ryk� ' if)) ►I�oa'oII oPROPOSED ` J ///REMOVE PCC DRIVEWAYEX. SIDEWALK +yBUILDING ' II ' w' ' U p BUILDINGAPPROACH PAVEMENT ND PCC I I t I SIDEWALK I // �� REPLACE W/ 6; PCC / \ __Uq�.- `-O°� d" _ �� '� ,� � 1LA24RCP - J � // • BORE/ l I - - PROPOSEWATERMAIN i ... k. R� " �� I - - - IMIMMAIL -�- � s =��- - -- - ��11 - STA 9+38.37, 27.38 L r 'I ar• �_ 1 ' RCP .- Ii e`Z��i" L w W w - PROPOSED HANDHOLE �w VM:. Mil " ,Ampri z� ""` I 01jam; y. _\ ,k��\` 4001 IG I ,� I ■- �� \ A Win"_30" RCP_ \�; 1�f1� `� \\� ._ oNG i D E ORE-� 9,.1v-_,. �1► r o c30 RC_P a ._ o 1-. .. •. - - �ii..� ��: �_� _-- �� ,�� v. \ J m _ I o s = STA 30+00.00 11 o I '. - w iii o ' \� s EAST P PROPOSED ST--NI:* <` \ m STA 6+00.87 4 �1yy _— -- �_�� /�'� PROPOSED F o STA 9+72.51r� SEE SHEET M.3 \ / w - w o3 INTERSECTION INTAKE, SPECIAL N N 608841.62 , to/ / All8 I E 2177881.21 /0-7 1 I I I I _ 1 __ +� 1 - - V to I , ^` -START OF PROJECT. - I I I /"4 n - J = . / */ / 00/ 1 E.PRENVISS ST STA 9+40.27 Oh/ 73' 11_�lir 6,36" RCP S �� r 0 3 jpir . f I I I I I / Ti / / cyF s �F E- / J BEGIN PCC / •, 11 - �E 1 PROPOSED STORM / / / / ® p 11 __ � -� .o � APPROACH PAVEMENT _ STA 10+00+00 g / ` SEWER '� _ f o I\ p __ _1` j �� \ Y , \ \ _ f _ I PROPOSED TRIPLE Ns 1M� ` "\ \ Pr' I I°4 \ \ \ \ \ _ _0._13 6-- --A--- "- �� itlaw'__ �i 13'x8.-8" RCB I� V A o o ROW — — .__ .___—_..___...___., " — — O __ __—_ i! L_ 1 I u� I Q / / I END OF CULVERT STA 10+76.08, 0.00' p � pt �� 1' BARREL/PARAPET END PAVING, MATCH EX u:/\ r' ® \ �111Lia�l�>�>■� I I '- GRADING,/C. PROP TEMP EASEMENT S . \ h.�� { /� / WALL l � \ \ LIMITS / / MAINTAIN �w1A �s EX. SIDEWALK \ / / TAPER WALL HEIGHT ��. /�. r MANHOLE ADJUSTMENT, MINOR, 1. \ \ / / - FRONT ACCESS I BUILDING p PROP TEMP EASEMENT v UAC - l 111 1 \\ SIDEWALK TO MATCH EX SLOPE \ P406 i�V I NO BOXOUT, SEE DETAIL ON B TO BUILDING. I / PROP TEMP EASEMENT I //�`�� _ SEE SHEET J.1. • BY OTHERS M ��.`� ,T j I 711►C /11 , � ' SHEETS / • J (COORDINATE I \ ilegA\ 80' l4,Argl DRIVEWAY, P.C. r1 \ / / / MANHOLE ADJUSTMENT, MINOR, t I \ FOR W1N NEW w gip:!►A_\y�!/�.:"�wAt CONCRETE, 6 IN. II LEGEND NO BOXOUT, SEE DETAIL ON B ADDITIONAL I .WC ��- I \ T DEVELOPMENT T �� .^ / I .�r�I"t�'•� a o \ I SHEETS•I I \ ° \ INFORMATION. )� I n��'A!1► ••v. I PROPOSED BOX CULVERT TOP I I I I r S ( '- ` I i PROTECT I w.� (..-9'LEAR" zYV �4I 1 I \ / I 1 EX 42" RCP I IY a,:11 1 U I I ` //I �S —�— I I STA 7+86 R •I I UNI CLEAR 1 IO END OF CONC ' �- -- �� ^b PROPOSED BOX CULVERT FLOOR 1 / / \t \ EMOVE PCC DRIVEWAY /" I ��. SAN S�WERI N �If; i11v129;�ei:� = APRON o4 > / ,/ /J _./ / / / / / / /r ----REPLACE W/ 6" PCC I \ EX TOP OF BANK / / '/" ( J J / / ) / // 1 I \\\`�l w I LINE=_ I I I oao; PROPOSED 4" ARTICULATING BLOCK l 1 I III I I I I I I I �I EXl IGE WATER I ' MAT OVER ENGINEERING FABRIC CURVE LEN: 25.00' I �I I;�•o K = 1.75 �.� PROPOSED REVETMENT, CLASS E VPI STA: 6+31.49 VPI EL: 676.33 CURVE LEN: 116.00' Q•^c,- K = 8.21 Eh-N VPI STA: 7+71 ce ral STA: 6+00.87 No o ri") VPI EL: 654.28 -.... E -� N x 685- START OF PROJECT .. __-. w fO _. _. ._ -r_. ___ -r------ ,--- --------T- r ---------..__. ......_� C N Gi w ICURVE LEN, 135.00 i- «- >> c>. > n K 4p.13 n rn ♦ I 0 :::- - _p -138� 50 mWw +ro-• �._ r) _ ^ y w N M STOPPING SIGHT DISTANCE 210` • n t DESIGNSPEED = 30MPHm _'0nQom24EADEawm-o Csl + ROA0 655 it 1 1_-z W I_.._—__ r—r -- F —... —1.67% _ K co 18" RCP�"� — — 1.69% — — — — Jld N 650 ...__.. . . a X 8" PVC Pip UAC - - ....- o < r X. 8" PVCPIeUAC ! rn N 645 F_ > .... P EX. 42" RCP. UAC .°D.... - N > '� EX. 2x3 BRICK OVAL SANITARY SEWER ICI ! co i w w ��SAN SEWER UAC PROTECT DURING DEMOLITION r 7. } �_. 640 } - O ; - - 00-7 w c... � Cy AND CONSTRUCTION - N rr00 635 o w�a 0 + U n �� MM *M M� �Y 0N a0 two na 0T nM �M 00�1 4N �,- hn O� AIM M� nn dN DO ap N cO I ^ ^ •n ^ •n �� _ � •� cob d' Mr7 NN N •N N • co co co w 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 i n a n DESIGNED BY: TRACED BY: •• 563.556.2464 • 800.556.4491 PROJECT NUMBER FED.BROS-3715 663--SJ-52 STATE a� DETAILED BY: CHECKED BY: 11 W IIW,P.C. • Www.iiwengr.com CITY OF IOWA CITY I ( ) I I DIS . NO.ROADI YEAR FISCAL' N0.SHEET I TOTAL SHEETS IOWA D.1 81 N to co MAINLINE CURVE DATA Z L=20.14' MAINLINE CURVE DATA 0 L=20.14' 31 T=10.08' R=200,00' R=200 00' _ =5'46'12" 5'46'12" 1 DOC=174 13'48"_ inj _DOC=174'13'48" HORIZONTAL SCALE IN FEET 1 N3' 24' S6"E 0 20 40 N3' 24' 56"E No 20.13' 20.13' ��iim m 1 PC STA=30+65.07 N 608911.1335 E 2178253.4200 DRAW NG MAY HAVE BEEN REDUCED 1P1 STA=30+75.14 N 608921.2122 E 2178253.5134 PC STA=30+89.92 N 608935.9105 E 2178255.1362 PI STA=30+99.99 N 608945.9288 E 2178256.2423 1 PT STA=30+85.21 N 608931.2304 E i 2178254.6195 PT STA=31+10.06 N 608956.0075 E 2178256.3356 I 43 / Ii / 1 I I_ I III \ 9 0)/ m l I a I I ,��° /. I PROP I GRADING —PROPOSED El1 ® 1 TEMP LIMITS SIDEWALK EXISTING SIDEWALK 1 Q PROP TEMP EASEMENT / -J 44010 b EASEMENT GRADING 0j'd • I I t I` �1 BUILDING 1� BUILDINGS LIMITS I d ^-3 \ I — I \ 1-1 — - -_ _._ TT1II I I I I,. I I -- _... _ __— .__�_ - / ( _ 1- STA 30+15.37 Cn ' �la' ❑ �_ • - - kaW- ,-- A — _ =/, • - I BEGIN PCC PAVING C/. - 1 — - ROW -I- _ S LINN ST '`Mg \ rt 1 , L. �� \ INTERSECTION � rnNMI 0 �.--3--- — STA 30+00.0r ` IGI + 0 I \ ` ___, __- CLEAR ZONE IS 17.5' FROM CENTERLINE. IF 17.5' IS NOT FEASIBLE, _ ) _ _ __ = STA 9+72.51 '- -• THAN FIXED OBJECTSMUST BE A MINIMUM OF 4' FROM BACK OF _— _ C3 _ - ^� rSTA 31+31.88, 0.00' R s ( B BREAKAWAY OBJECTS MUST BE A MINIMUM OF 1.5' FROM �.1�i Q r �C��trf� i m �lir � I BACK OF CURB.Wi _17L�' 3� 3��'e� _ _ I— co a END PAVING, MATCH EX.__ I ��';'(I /9W, IISEE - -�',`�_ �o ale L $$$ a �IY �� Lam. ___ ' SIDEWALK f \ SEE GC SHEETS SFOR RAE NMIENTCNF INFORMATION a.w.AN ct0f / • • '! W SEE H SHEETS FOR RIGHT OF WAY AND EASEMENT INFORMATION 70 , �i . , 1t 00 ti I 87•' STA 30+37.46 , '�P - - -_-__ RW ��I'^� �! ........ \ li 'CC APPROACH; °o - - _-_- - ,�gil�•.,,ti H,6!;411. \ ,/ �c1 __I PAVEMENT .�� .^-� - - _ - SEE L SHEETS FOR GEOMETRIC AND STAKING INFORMATION l _ =�y� - - ��_' � s n I c�E' EX SIDEWALK SEE M SHEETS FOR STORM SEWER AND SUBDRAIN INFORMATION 3R0 _�_�DHi HO .�. .. . I,•f °o°o°o°O000 a y�'Lj( 000....� oo• E MWM SHEETS FOR WATER MAIN INFORMATION (L o000 0o e'.^."-W?•,000 CRT- ON .INSTALL CHAIN LINK FENCE W/ GATE AT �_ 1,- ''':.0000.o•�'o o. ...+C'"j. f SEE S SHEETS FOR SIDEWALK DETAILS \ r 1 s`, 0000• 000 ocn ti� K CULVERT WALL AND CONNECT TO EX. / \ L , , I 15 RCP ' �� :' ` - FENCE. COORD GATE LOCATION WITH N I PROP MP EASEMENT-Ni' 0:1 • l ;\�\ - -CITY. \ 36" RCP�� -----_ ta...,Z I` vv v \ \ I _ `4 CONC PATIO \ ��▪ \�� \ 1) I 1i PROP TEMP EASEMENT i 1I \ I`\\ LEGEND ��\:::`,...\\ \ n I', I I\ BUILDING I��\��\�� 1I `\`� \ \ ♦ /M PROPOSED BOX CULVERT TOP , I \\ \\ \ \\ ` \ PROPOSED BOX CULVERT FLOOR - - _ _® o 11 � \ \\\ � \V`�j ��}///� ��, ,_ °°�• PROPOSED 4" ARTICULATING BLOCK \ \ \~ \\�_ // ____/-_,....,---:-___� J N MAT OVER ENGINEERING FABRIC /\ s� _.-_ / \ 1 — / 3 S I +� �� I 1 (✓ \ �\ ifs :C GL7 • :c J \ i p I • __ o \��\ i 1 l(� o /LL, 11+00 W I I I 1'l l �./i I\l \/ 1 I I I� ( �i `_ "` ca �.., a 2 1-s'1 ,... . 660 660 a N 0 i I 1-. ' j CO rn O rr 10 0 N F { ! 1 I w w CI1 O w cc Csi 6:re M ROP GRADE AT PROP 655 z w o_Q C� w coN -I o 0.70% _ - `0.07% o 0 5 F 650 .1-- [ — 't ' cn 650 EX GRADE AT PROP �. O Li v N. NOi CC 645 r" w ^ M _ � 645 M O '',a M.st r) ` &10Oi v w®'..o O ! i 640 640 .0 a00 MN 7N 7N Ni r7 N 0) N M u) N0 u')N N� '�� ,n O iA cn ,n K co 10 CO t0 C t0 ( (p (O c° c0 t0 (O CO (O 0 30+00 30+50 31+00 31+50 32+00 32+50 32+83 n DESIGNED BY: TRACED BY: •• 563 556 2464 • 800.556.4491 PROJECT NUMBER FED. ROAD FISCAL SHEET TOTAL DETAILED BY: CHECKED BY: "w IIW,P.C. •• www.,iwergr.c)m CITY OF IOWA CITY BROS 3715(663)--SJ 52 STATE DIS . N0. YEAR N0. SHEETS a IOWA E.1 81 0 I -� l 4, ' ICI ( ._ -�-- I 'I i I "if,--_------ ,ullai1Ilmulu...I) I I 1 I ' I ,� 11- / = -- NORTH 1 I I-, I ( //� /�/// / HORIZONTAL SCALE IN FEET I I III I' I !I / ®' 3 ' I //////// /!A L // 2= 40 tO u� I I II ) I jig I I ////://, I �t Y l////� l `I��// I I 1 ,,,�} // // DRAWING MAY HAVE BEEN REDUCED 17 8 I Iiiii �.... LJl/jl / / / / \ 1 1 IN ` ' z� N�• p.._ - p .I 1 �/17/ / /// // /7////// / \ 1 .1///ili; 1/ /////// 1 n r �* -1 • / / / ////////// - \ / I I - I ,j 1• i /�/ .i. r �I.._ .SEMENT - - — — ' '11 1 $ ,g; // //�///// PLACE GRADINGLT IF FENCEARTICULATINGFTER I I I f ,� "yj ?.o ,/ /�� BLOCK IS NOT TO BE I I / 1 t ;I j,:,1::!;::- ,;�:;o°J/%a;/j INSTALLED IMMEDIATELY, ..' �� I I 1 1 7/ ' g'..1 ,"p TYP I / r A 1 ; rr'!l w• t K�t .1 rIlljl 7 1' / PII(c((c((� S -- r 1 �f I �' , '� ;i, � 11 1 i 1 \ a 1 SERIMETERNT CAND SLOPE ( ^�/11h) II III I n I \ / 1 �• i, n'`s r;� Jih'r :a'�„ IIII III of \ DEVICE, TYP < I //l/rll/lto I 1 I 1 ' +s t r'�� F/ 1 SILT FENCE, TYP ///�///// I L II � � I r i':,,11,p ) ,,i,„,.(,:o..,,,,5,fi'ifif�t/�11 1 a1 / r �/ / /1 /� / c °� / pl, iri,irA' 11 ,. F ! I III I / /_ /_ i ' /1 d i i _ C ��.� �s�c . :1_� _ ��17 !•- T k� • to I — -- ---- ' •-y�-- -.��..--EaW-4--- I ie.,. Ar r✓�� p--- �_ C -, go rrairmangigaimagrarg..„ - -1 \ / (~ 0--1111--.M .^-, NMI ( •♦•l'3'^'% `� ••••••••• •a s•• �• •- � -� `\71‘411fi..:Oito _ rya \ �. p ——I p �\siii, -..„.,. / 1401._ p a Fes_ `! - �1' 1 i3i 'r :37Lili.,.le7� L'C'' �•.• , vow 'ui�i1l .1so 7t,:.v34T///rA 4�S v -, ch ) 8? Mir di r if ily 21.11161 " _ 0 ._ __ w 17.1..-..T.,-.: lortimr / ____00,Wr OsNE.P' . S , =Emil ' Ittbdriita /4. , Q • A1111...1111. 11111111NIIINis - _. -de-g,g _. --- so __ SD - '•'''' SD •-•••1 --.11111.11111P-_ (2 ,Wmeinek...-iumigil_ildi vi " -- _ ___ _i_ __w.f.! _._____ , wimiric0467 1P4immik- 1 (- - i... .. • .. • •.• . . • •.•„•„•,•,•,•,•,-,-. "..z..,, : IBINSIMMUSZNI.4.044.4-WW41 111 / - ' ' ...---------- ' 4, Ni -- 112111111. •• '...1 iltiiiiiiktitiMi / l'&. ... .. •' -' • • • • • • • • • • • • • • •' ' itkll ° '7 N I J ` 1 i / �I' ----'I/ I •-_ 1Ia1-�� '�,�_ _ -. --��r�l..' s � •it ,'1 % -��I��I��J, It - -jO - _ ® _ _ '�i-- - - - - - _ -- CONSTBllC� r y � ..r�� 1 .�_ �`-fr I _ _ � _,. "I j�• Co, �r>,��,.,: E.��, .I '�� T:' _�P_ 41�LEASFIdEPII__� �. �, / r. / / _ I• ' ,� /// q I•. ,PLACE SILT FENCE AFTER • S r n c-, \ \ \ \ N I/ I / // ��(/ _ ! - •1: �'.•.•.•. ��' I// ''f i-GRADING IF REVETMENT IS / 1 STA 9+53.00, 35.00' R ( ;, /: `• N I_/ I, _ 1 ( I / y N y• �. • rt.,° �ll,� IS NOTTOBEINSTALLEDr �— 1f \ / 1 I�II I / / // / / — TREE, FURNISHED AND INSTALLED. •. r�/ �' N• ,.017,11 IMMEDIATELY, TYP ►v I \ 1 / / t I I I I I / l /� I' . —� r r HEART OF GOLD •• • , I .\ !/c.:"•4�1 f,' I I /1 � CZ �I .., 1 1 / / / / \ 11111 1 \ 1 1 I I l /,Il _ \ I o I ;••./• lb II,:'II`.ar :, / I i _ / 1 ?� r,y I ,/ 1 / / `-1 I, /�> >L / —•—1—/—�I I I 11•.•.�,• ' J I `I / " \ c� o / / 4o / / /I�' I t /�h�j / ' STA 9+50.00, 65.00' R ' I I I N ��. "'" m1 ' c' ' > J-- i �/ i/s i //( t / // :°I l l \1 S 11 w I TREE, FURNISHED AND INSTALLED `— " 1 I I I�' I 1 I I r -- i j l I I TULIP TREE II 11 11 I I 'III 1 I J ;\I g � 'c �I 'i ► �r � I 1 IIIIIIIII . I I IV (' I / I 1; t,i, „l r lur:r , , . I � W Design For W SEEDING AND FERTILIZING (URBAN), MULCHING TRIPLE 1 3'x8'-8" 13.5' LA SKEW RCB N - E PRENTISS ST OVER RALSTON CREEK n a °o°°°°°o°o4°°°o°°o°'o"°o- SEE FABRIC DETAIL ON V SHEETS REVETMENT, ARTICULATING BLOCK EROSION CONTROL ti PLAN Z virIritrI REVETMENT, CLASS E Station:10+00 Date:. 1 SEE DETAIL ON V SHEETS g �.t r. CITY OF IOWA CITY a ♦♦ I STATE FED. ROAD FISCAL SHEET TOTAL � DESIGNED BY: TRACED BY:_ "� 563.556.2464 • 800.556.4491 PROJECT NUMBER CITY OF IOWA CITY BROS-3715(663)--8J-52 DIST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: IIW,P.C. ♦ www.iiwengr.cam IOWA • EC.1 81 CV to 1, M802 HORIZONTAL CONTROL co IIIIIIIIIIIIIIII,.. THE HORIZONTAL COORDINATES ON THIS PROJECT ARE BASED ON JOHNSON COUNTY CONTROL MONUMENTS. I NORTH S LINN ST NOTE: ELEVATION OF HORIZONTAL CONTROL POINTS ARE PROVIDED FOR INFORMATION ONLY AND MAY BE 0 32�50 PROPOSED SUBJECT TO VERTICAL MOVEMENT. IS SHALL BE THE RESPONSIBILITY OF ANYONE MAKING USE OF THESE In ELEVATIONS TO VERIFY THEM WITH VALID BENCHMARKS AS LISTED ON THESE PLANS. n r7 - I 03 HORIZONTAL CONTROL m 324100 POINT NO. NORTHING EASTING STATION I OFFSET ELEVATION DESCRIPTION 400 608819.00 2177891.36 6+10.74 22.74R 676.87 5/8 REBAR 31 I 0 50 401 608871.33 2178418.09 11+38.07 23.28L 653.33 NAIL PROPOSED CULVERT q 402 608882.32 2178219.65 9+39.77 36.64L 651.53 5/8 REBAR ®80r 4. 403 608825.98 2178086.56 8+06.02 18.10R 653.82 5/8 REBAR 31 0 103 800 608961.16 2178280.47 10+01.53 114.74L 651.49 SPIKE T 801 608999.93 2178287.12 10+08.65 153.43L 651.74 SPIKE E PRENTISS ST 30 0 102 so 802 609135.64 2178385.23 11+08.38 287.96E 655.34 SPIKE PROPOSED g 0402 ♦40001 1 ®401 .40000 or o 0 0 0 0 0 0 0 0 0 - „� oo „� 0 if) 0 I, 0 ill 0 In o in o in o Ins -f--I 1 .4 -I- �{- 4- I ^4---1 -+---H-m --I - a C ::' ..'•,1 - H �1 I - I -c t--�- i VERTICAL CONTROL THE ELEVATIONS ON THIS PROJECT ARE BASED ON NAVD 1988. 0400 0403 ♦40010 VERTICAL CONTROL 101 50 BENCHMARK NORTHING EAST1NG STATION OFFSET ELEVATION ' DESCRIPTION 40000 608869.98 2178446.85 11+66.81 21.58L 656.31 ARROW ON HYD Alignment:17143 S Linn St 1014.00 Description: 40001 608869.35 2177909.12 6+29.11 27.40L 679.42 ARROW ON HYD 40010 608825.71 2178196.70 9+16.15 19.68R 653.12 SPIKE IN UTIL POLE 100171 Tangent Data Description Pr Station NORNng Eating Start: 30+00.000 608846.07 2178252.818 End: 30.65.066 608911.133 2178253.42 Tangent Data Parameter Value Parameter Value Length: 65.066 Course: N 00'31'49.6025"E Alignment Name:17143 PCL Prentiss street Description: Curve Point Data Station Range:Start:4+78.90,End:13+41.70 Description Station Northing balsa PC: 30+65.066 608911.133 2178253.42 RD: 608909.282 2178453411 PI Station Northing Easting •Distance Direction PT: 30+85.207 60893123 2178254.619 4+78.90 608,840.1540' 2,177,759.2442' 0rclPx Curve Data 862.804' N89°18'47.60"E Parameter Value Parameter Value Delta: OS'46'12A672" Type: RIGHT 13+41.70 608,850.4957' 2,178,621.9867' Radius: 200 � Length: 20.141 Tangent. 10.079 CD ".,, Mid-Ord. 0.253 External. 0.254 � rrt '" I r Chord: 20.133 Course: N 03'24'55.6361"E CO Qten* cl 3 CO x Tangent Data Alignment Name:17143 culvert centerline o to Description PT Station Northing Fasting Description: aii...�{{{'P+++ggq��., Start: 30+85.207 608931.23 2178254.619 �� _ aStation Range:Start:100+70.99,End:103+58.19 rn m -+� p End. 30+89.916 608935.91 2178255.136 ■ Tangent Data ,+�,i' G Parameter Value Parameter Value IV u�i Length: d.709 Course: N 06'18'07.6698"E PI Station Northing Fasting Distance Direction .c... 100+70.99 608,718.6316' 2,178,270.2498' ire . Cen 79 0 . curve Point Data 101+50.31 608,797.9469' 2,178,269.2938' 0 321' NO°41'25.84"W ` Don Station NO.11110g 8*090 207.881' N12°48'34.16"E PC. 30+89.916 608935.91 2178255.136 r RP: 608957.859 217e056344 103+58.19 609,000.6542' 2,178,315.3831' \ P7-. 31+10.057 608956.007 2178256.336 O Crcular Curve Data 3 o Parameter Value Parameter Value vi i- Delta. OS'46'12.1800" Type: LEFT w w Radius: 200 Design For to Length. 20.141 Tangent: 10.079 9 NU Mid-Ord: 0.253 External: 0254 TRIPLE 13'x8'-8" 13.5' LA SKEW RCB Chord. 20.133 Course NO3'24'555798"E E PRENTISS ST OVER RALSTON CREEK r7 R. . • Tangent Data rth SURVEY 5 Dessriptbn PT Station Northing Eating c2 Start: 31+10.057 608956.007 2178256336/ to C�End: 32+82.972 609128.915 2178257.936 'toton:10+00 Date:. z Tangent Data Parameter Tangent Parameter Value CITY OF IOWA CITY o Length: 172.915 Course: N DO'31'494898"E in • DESIGNED BY: TRACED BY: •• 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER 8J FED. ROAD FISCAL SHEET TOTAL BROS-3715 663-- -52 STATE DIST. NO. YEAR NO. SHEETS a/. DETAILED BY: CHECKED BY: " IIW,P.C. • www.iiwengr.com IOWA . G.1 81 CN co NORTH 1 HORIZONTAL SCALE IN FEET M 0 20 40 CD II / ) i Z • DRAWING MAY HAVE BEEN REDUCED I / / M I I I / 0 II + I I v _� I I / 7 I i \ I / / I I 32 10d I— — - - - -/ - - �- - - I I I // \ I I I ❑ -1- I / \ - - - STA 31+31.88, 0.00' L I I \ END PAVING, MATCH EX I / L G��cP / STA 10+24.12, 121.93' L \ STA 9+43.99, 135.00' L \sl\ �S� / STA 10+57.53, 121.90' L STA 9+38.99, 135.00' L---_.T I I I / w 1I — I I I — ——— '� STA 10+24.06, 105.00' L PT: 31+10.O6o I I 479 STA 10+50.27, 105.00' L I I I r, I I 31 0 I 1' QS STA 9+39.05, 50.00' L C. 3C+89 g �SG(�� \S• STA 9+44.06, 40.00' L T• 3C+85 2 I PEA I •1S \.�' 1 I •21 I 1162 SF \N \ 1 I P y \,\-�' I STA 9+19.05, 50.00' L 1 / STA 10+24.06, 40.00' L G STA 9+19.06, 40.00' L ® I / I /J, ��\ STA 10+33.65, 39.97' L Q �S G : 30-65.07 G� Q �\, o I '( SF STA 10+57.96, 40.33' L I 1 I E- I 6753F I I - - - - - - - - 1 a ,�--I — - - - - - - 1 - - � � - _ � Hi , I -----,...... li.ik 1I ' r ....- .-..1\2 A STA--}0+76.08F00' PROPOSED / END,PIG, NCH EX'110EAST PRENTISS ST 0 ! 0 _ C I ice_ l _ _ - 1 �1 b� _ - STA 6+00.87 K N 608841.62�� E. PRENTISS ST ,r ^ ,l :74c") E 2177881.21 �� : \ STA 10+00.00 -�(�i "l� -i -START OF PROJECT STA 9+44.70, 40.00' R /� PROPOSED TRIPLE i �� STA 7t12.57, 40.00' R STA 7+73.63, 40.00' R STA 7+93.63, 40.00' R I I STA T1'O47 '0, 40.00' R o STA 7+12.56, 45.00' R STA 9+34.69, 45.00' R ! 13'x8'-8" RCB STA 40E7'70, `00' R o - - — \ iLCE3 05 SF TCE 1,305 SF TCE �( Csl T I 1210SF �F. I I - 1 STA 7+73.63, 45.00' R \-STA 7+93.63, 45.00' R I J J - NIQS�—�G — I ] I c, I I I \\- \Sy I `\SS I I �O O�Q • w I I ��1ID P� QR��G I I STA 10+79.69, 62.00' R N 2 �-cD, -I-. STA 10+24.69, 62.00' R I n 1 I — — — — I Q��S I / III < I I i STA 9+34.68, 100.00' R . I I 5 I L III -�HISTA 9+44.68, 1100.00' R - Vl z Z n a a i ♦• I FED. ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 600.556.4491 PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIS . NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: "W g. CITY OF IOWA CITY IOWA . a IIW,P.C. • www.iiwen roan H.1 81 CV i [ I I L17-/CO INSTALL ROAD CLOSURES PER TC-252, SITUATION 1, URBAN. ..4IIIIIIIIIIl111aa,,. _ / NORTH NOT TO SCALE N -� 1 / -1 /. cc f1 I H / I EAST CONSTRUCTION V) / I DURING PAVING OPERATIONS AT THE - I w INTERSECTION OF DUBUQUE ST, FOLLOW STD ROAD PLAN TC-202, WORK WITHIN 15 —PAVE DRIVEWAY 1/2 AT A TIME FT OF TRAVELED WAY TO MAINTAIN TRAFFIC TO 551 A; . LINN STREET. DRIVEWAY MAY r - _ ONLY BE CLOSED COMPLETELY - .da DURING STORM SEWER w CONSTRUCTION AND MUST BE '� ,- H BACKFILLED DURING /i� z C/) NON-WORKING HOURS. 310E CI]W 551 S I �� PRENTISS ST C WEST CONSTRUCTION LINN ST 320 E a 526 S PRENTISS ST DUBUQUE ST I / `J �� "e oCEI \\:) i � J. -� � I f-J 'a irt .� III 7 7 . Jatil i 1//,/, _ L_ I ��JJ },-. -err• - v -' • - -.o '" ♦ 41N. •/ /��/er r ,,,,,,�� i/14,�/ o ._ o 8 2 _ o \ H-1-----\---ii ._ i, =i%i�i�i�i�i�i�i�i�i�..•..�i�i�i�i�i�i�•�i�•�i�i�• o� i�i, rip, �r f , 11: - —�-_- If I 1 iI 1 I305 E 315 E I I- ' 1 I I g PRENTISS ST PRENTISS ST 602 S 1� DUBUQUE ST I 225 E II 215 E PRENTISS ST I PRENTISS ST i - I C 1 — I PAVE DRIVEWAY 1/2 AT A TIME TO MAINTAIN TRAFFIC. J INSTALL A TEMPORARY STOP SIGN FOR ALLEY IF NEEDED TO REGULATE TRAFFIC. STOP SIGN PAID FOR AS PART OF TRAFFIC CONTROL, LUMP SUM. TRAFFIC CONTROL NOTES: STAGING OF CONSTRUCTION IS DIVIDED INTO WEST CONSTRUCTION AREA AND EAST CONSTRUCTION AREA SO THAT THE DRIVEWAY TO 551 S LINN STREET, AND THE DRIVEWAY BETWEEN 215 E PRENTISS AND 225 E PRENTISS, REMAINS OPEN DURING PAVING OPERATIONS. THE DRIVEWAY TO 551 S LINN STREET MAY ONLY BE CLOSED COMPLETELY DURING STORM SEWER CONSTRUCTION, AND MUST BE BACKFILLED DURING NON-WORKING HOURS. THE EAST STAGE IS TO BEGIN FIRST. THE BID ITEM "TRAFFIC CONTROL" SHALL INCLUDE THE COST FOR FURNISHING, ERECTING, MAINTAINING, AND REMOVING ALL DETOUR SIGNING AND ALL TRAFFIC & o PEDESTRIAN PROTECTION CONTROL MEASURES REQUIRED OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR PEDESTRIAN AND HAZARD PROTECTION a z NOT SPECIFICALLY SHOWN ON THESE PLANS BUT DICTATED BY CONSTRUCTION OPERATIONS FOR THE WORK AREA. N > ...... c THE DEPTH OF ANY DROP-OFF ADJACENT TO TRAFFIC SHOULD BE LIMITED TO A NOMINAL 10 INCHES DURING NON-WORKING HOURS. THE EDGE OF ANY C) -in ""`""'$ E DROP-OFF ADJACENT TO TRAFFIC SHOULD BE DELINEATED BY RETRO-REFECTORIZED CHANNELING DEVICES SPACED A MAXIMUM OF 25 FEET APART. -..... fTl i��.....a CFJ —,-.. THE LOCATION FOR STORAGE OF EQUIPMENT BY THE CONTRACTOR DURING NON-WORKING HOURS SHALL BE AS APPROVED BY THE ENGINEER. WEST END CONSTRUCTION, rn� N 0^ WORK SHALL NOT BEGIN WITHOUT APPROPRIATE TRAFFIC CONTROL IN PLACE. --i C'0 -r` -a rn PROPOSED SIGN SPACING MAY BE MODIFIED IF APPROVED BY THE ENGINEER TO MEET EXISTING FIELD CONDITIONS OR TO PREVENT OBSTRUCTION OF THE rn =: o MOTORISTS VIEW OF PERMANENT SIGNING. j// //! EAST END CONSTRUCTION N N PROPOSED CHANGES IN THE TRAFFIC CONTROL PLAN SHALL BE REVIEWED WITH THE PROJECT ENGINEER AND APPROVAL OBTAINED BEFORE CHANGES ARE MADE G) OR TRAFFIC CONTROL IS INSTALLED. t.i c, 3 a PERMANENT SIGNING THAT CONVEYS A MESSAGE IN CONFLICT WITH THE MESSAGE OF THE TEMPORARY SIGNING AND NOT APPLICABLE TO THE WORKING w CONDITIONS SHALL BE COVERED BY THE CONTRACTOR WHEN DIRECTED BY THE ENGINEER. w vi Design For CONTRACTOR SHALL COORDINATE DRIVEWAY AND ALLEY CLOSURES WITH IMPACTED RESIDENTIAL AND COMMERCIAL PROPERTIES. A MINIMUM ADVANCE NOTICE OF TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N 48 HOURS IS REQUIRED. E PRENTISS ST OVER RALSTON CREEK rn CONTRACTOR SHALL PROVIDE 48 HOUR ADVANCE NOTICE TO THE CITY PRIOR TO IMPLEMENTING ANY TRAFFIC CONTROL MEASURES. CONTRACTOR SHALL STAGE EQUIPMENT AND MATERIALS SO AS TO MINIMIZE IMPACT TO BUSINESSES AND RESIDENTS. TRAFFIC CONTROL a - PORTABLE DYNAMIC MESSAGE SIGN AS SHOWN ON STANDARD ROAD PLAN TC-252 IS NOT REQUIRED. STAGING & NOTES Station:10+00 Date:. z CITY OF IOWA CITY ce 0 n i ♦♦ FED ROAD FISCAL SHEET TOTAL 1--- DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE CITY OF IOWA CITY BROS-3715(663)--8J-52 DIST. NO. YEAR NO. SHEETS a DETAILED BY: CHECKED BY: "� IIW,P.C. • www.iiwengr.com IOWA . J.1 81 • ' ,I illiIIIIIIIIIIIIIIh.. E BURLINGTON ST NORTH _.._---- NOT TO SCALE ROAD DETOUR co f DETOUR DETOUR [ DETOUR END n E Prentiss St IE Prentiss St E Prentiss St E Prentiss iz rn `� CLOSED oETouE AHEAD 4 -+ +► m m AHEAD © coy (E) CF) J_ 1 i© � to � E COURT ST �� Op © —� CJ z I IC) PROPOSED J I DETOUR w ROAD CLOSED ROAD CLOSED ROAD CLOSED Q I V/ TO /A V, TO ,A / TO 717 I ' THRU TRAFFIC ' ' THRU TRAFFIC ' THRU TRAFFIC I EAST CONSTRUCTION PROJECT AREA, ,, DETOUR , r,, DETOUR>r,4 E HARRISON SHOWN ON J.t �Tl 1 N o F- -----• I . ,. ,,, /. /i/////. ///////. cn W Z Z �i IP Li r� -L'r n`-' i TrrP �i IN) I- o J ,- _1 / l x z © O O O Z CO 1.11 \ WN W CC 0 0 m Z 0 QK z ROAD E PRENTISS ST F _ �i WEST CONSTRUCTION 7' CLOSED r $41 © k `" ' „[ DETOUR E BURLINGTON ST ...A111llllllum,,. f INSTALL ROAD CLOSURES PER _ - - — — —_ NORTH TC-252, URBAN NOT TO SCALE /,,,,,,• I- A EAST CONSTRUCTION U' I— _ �' c*7 w i —; ' CD C-± iU CEO �, ; E COURT ST O p�y(c) NI CC z U J En PROPOSED DETOUR Z 0 Q a Q a 0 E HARRISON O N O 1"- O I-- \ ill to u D Z Z 0 I- 0 Z vi to 0 J U.1 Z °�° v' o CC Design For WEST CONSTRUCTION Q m e r „ 7 z O L PR OWN JN AREA, F z TRIPLE 13 x8 —8 13.5' LA SKEW RCB Q E PRENTISS ST OVER RALSTON CREEK a E PRENTISS ST / HOB I > itz Cn TRAFFIC CONTROL CA) Ca) CD' " / \ K DETOUR PLAN N Station:10+00 Date:. i INSTALL ROAD CLOSURES PER a TC-252, URBAN CITY OF IOWA CITY a 2 ♦♦ FED ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. N0. YEAR N0. SHEETS DETAILED BY: CHECKED BY: II W 9 IOWA ' . a IIW,P.C. • www.iiwen r com J.2 81 N 0o E. COURT ST. .°,mloilllll ni,,,. II NORTH ,) NOT TO SCALE c0 'o --i n n - o SIDEWALK CLOSED AHEAD CO 111101114rb V) �.. —� V) ,. p w 1-!Zl ., 0 D J CO% 2 N r PEDESTRIAN DETOUR ROUTE • Pt 14' DURING EAST CONSTRUCTION 1 , , THE CONTRACTOR IS RESPONSIBLE FOR PEDESTRIAN AND HAZARD PROTECTION NOT SPECIFICALLY SHOWN ON THESE PLANS BUT DICTATED BY CONSTRUCTION OPERATIONS FOR THE WORK AREA , or i '� ESTABLISHED BY THIS CONTRACT. THE PEDESTRIAN PROTECTION SHALL CONSIST OF BARRICADES, AND SIGNS AS NEEDED FOR THE , - GUIDANCE OF PEDESTRIANS. TYPICALLY PEDESTRIAN SIGNING IS PLACED AT INTERSECTIONS SO PEDESTRIANS ARE NOT CONFRONTED ill: 7 .. .�1►" WITH MID-BLOCK CROSSINGS. INSTALL R9-9 (24"X12" SIDEWALK ,,y c go. ( CLOSED) SIGNS WHERE SIDEWALKS ARE NOT OPEN TO PEDESTRIAN r dry TRAFFIC. IF AN ALTERNATE SIDEWALK IS AVAILABLE, THE R9-11 } # (24"X18" SIDEWALK CLOSED AHEAD, CROSS HERE) SIGNS SHOULD BE ■ USED, PROVIDED THE PEDESTRIANS ARE NOT BEING LED INTO DIRECT , E. HARRISON ST CONFLICTS WITH WORK SITE VEHICLES, EQUIPMENT, OPERATIONS OR , , EXCAVATIONS. ORANGE PLASTIC SAFETY FENCE AND BARRICADES VW- V. 111* , -go SHOULD BE USED FOR ADDITIONAL PROTECTION IN AREAS WHERE e* PEDESTRIANS ARE PRESENT WITHIN THE SIDEWALK CLOSED AREA UNLESS TEMPORARY FENCING IS ALREADY INSTALLED IN THESE AREAS. TEMPORARY FENCING SHALL BE INSTALLED TO KEEP PEDESTRIANS OUT OF THE WORK AREA. f , is SIDEWALK CLOSED • AHEAD w l _ --:: x 160100. . HHL ) Z SIDEWALK SIDEWALK o _. - """ 3 CLOSED —"\II CLOSED 2 " c� x . i 44 - Vl ..{ ;G -o M .Ld w • ril o ` ' SIDEWALK CLOSED o tv c, m SIDEWALK CLOSED o SIDEWALK SIDEWALK, ` . r� (J•AHEAD C . CLOSED ---\ C. CLOSED N C. ap n ` - ��/ �'_!° - `� L:;--71-:,-/7 SIDEWALK CLOSED - AHEAD �PRENnss sr_ CROSS HERE w — (I -- // •. Design For --71) - ` 1 �_ "� _ ,-,_r ._z = TRIPLE 13'x8'-8" 13.5' LA SKEW RCB (or E PRENTISS ST OVER RALSTON CREEK SIDEWALK CLOSED AHEAD SIDEWALK SIDEWALK C j PEDESTRIAN TRAFFIC CONTROL CROSS HERE ` CLOSED CLOSED DURING WEST CONSTRUCTION Z .., = .. i. : •.... Station:10+00 Date:. EAST CONSTRUCTION CITY OF IOWA CITY 0 i M a i ♦♦ FED ROAD FISCAL SHEET TOTAL �_ DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS DETAILED BY: CHECKED BY: "� IIW,P.C. • www.iiwergr.com a IOWA J.3 81 * - --- -,IIIIIIIIIIIIIIIIIII.,. i f E. COURT ST. NORTH M NOT TO SCALE co to # ., ,` # t sue. -aa CO Z H fi et it,. vi 5 ♦ s PEDESTRIAN DETOUR ROUTE +, n f 111* 3 „. � DURING WEST CONSTRUCTION { ty ... THE CONTRACTOR IS RESPONSIBLE FOR PEDESTRIAN AND HAZARD ill, PROTECTION NOT SPECIFICALLY SHOWN ON THESE PLANS BUT II It' DICTATED BY CONSTRUCTION OPERATIONS FOR THE WORK AREA ESTABLISHED BY THIS CONTRACT. THE PEDESTRIAN PROTECTION _ • SHALL CONSIST OF BARRICADES. AND SIGNS AS NEEDED FOR THE GUIDANCE OF PEDESTRIANS. TYPICALLY PEDESTRIAN SIGNING IS f ' PLACED AT INTERSECTIONS SO PEDESTRIANS ARE NOT CONFRONTED _ WITH MID—BLOCK CROSSINGS. INSTALL R9-9 (24"X12" SIDEWALK *... ' **•-• CLOSED) SIGNS WHERE SIDEWALKS ARE NOT OPEN TO PEDESTRIAN r TRAFFIC. IF AN ALTERNATE SIDEWALK IS AVAILABLE, THE R9-11 USED, PROVIDED THE PEDESTRIANS ARE NOT BEING SIDEWALK CLOSED AHEAD, CROSS HERE) SIGNS LED SHOULD BE p (24 LED INTO DIRECT I -` ....,. E. HARRISON ST. 1 CONFLICTS WITH WORK SITE VEHICLES, EQUIPMENT, OPERATIONS OR EXCAVATIONS. ORANGE PLASTIC SAFETY FENCE AND BARRICADES • • : `7. ADDITIONAL PROTECTION IN AREAS WHERE UNLESS ESTRIANS ARE TEMPORARYTEMPORARY FENCINGRSIDEWALKESENT WITHIN THE CLOSED A IS ALREADY INSTALLED INTHESE INSTALLED TO KEEP - « _ PEDESTRIANS OUT OF THE WORK AREA. ` AREAS. TEMPORARY FENCING SHALL BE 1 SIDEWALK CLOSED I ` 4. AHEAD F. CROSS HERE✓ t> s I ' 1 z � w • J I > E - 4 _ __ . 10444-., -4.-ir' #... :----.' L') 'iliv4i.' i vp, ! (:;_ucej *C", 174 '1 F •N p -J n-{ _ui 03 3 II r D I , rn m w r I' 0 �` SIDEWALK CLOSED f _ C� N SIDEWALK I o SIDEWALK AHEAD = __� :,.k g C AHEAD CLOSED ;� j . o _ I \ I c N o WEST CONSTRUCTION * i 1 PRENTISS ST. if ___ _ w N f io II �. _. __.— - I Design For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB SIDEWALKOSED ,,,- SIDEWALK SIDEWALK E PRENTISS ST OVER RALSTON CREEK � ' J AHEAD__ - PEDESTRIAN TRAFFIC CONTROL CROSSIlla CLOSED I CROSS HERE • DURING EAST CONSTRUCTION Station:10+00 Date:. 0 CITY OF IOWA CITY a DESIGNED BY: TRACED BY: •• 563.556.2464 • 800.556.4491 PROJECT NUMBER FED ROAD FISCAL SHEET TOTAL 7 'I w� OW,P.C. • www.iwergr.com CITY OF IOWA CITY I BROS-3715(663)--8J-52 STATE DIST. NO. YEAR " NO. SHEETS a DETAILED BY: CHECKED BY: IOWA . • J.4 81 N i ro HORIZONTAL SCALE IN FEET ^ co co •101IIIIIIIIIIu,.. NOTE: RETURN ALIGNMENTS 7 N ^ iIIIIIIIIIIIIIIIhi,,. 0 10 20 NORTH SHOWN ARE AT GUTTER UNE. 3 ;� m 6 m PROFILES INDICATE PROPOSED NORTH • n o iJ 6 co r. N HORIZONTAL SCALE IN FEET GUTTER ELEVATIONS. DRAWING MAY HAVE BEEN REDUCED o LO N ro 6 0 0 10 20 655 ___ _.... _. __. _.._ _._.. --0655 F10 E R 680 + Mo 068o F 10 0 I STA 31+31.88, 0.00' / I I / + I z o + ix DRAWING MAY HAVE BEEN REDUCED r-1 END PAVING, MATCH EX \ / I / 9 I w O O 3 w NOTE: RETURN ALIGNMENTS I II I ) - - -0-06A- - 675 6.94% 1.90% m I I 650 i,.______ i...__ 650 c�5 a SHOWN ARE AT GUTTER LINE. I I y 0 rr m 675 .5 W PROFILES INDICATE PROPOSED STA 31+25.00, 14.751E 0.87% I i a } = GUTTER ELEVATIONS. G HP 651.07�• f. I 0 < < a P U I o�� - - - - - 645 ^ 645 0 Q 6701 R70 0 o� 6,7 o M N K 31' - / 0fp upio cp tp n^• N t° STA 31+10.06, 14.75'L Lo O co G 651.15��PT: 31+10.06 I I 0+35 0+00 0+35 0+00 / NW Prentiss-Linn PROFILE NE Prentiss-Dubuque PROFILE o - - - 0.10% -T- atOo n \\\ f 31 0 I / m m n 0 \\ _ 6551 ro Lo d \�-\_ - - - - - PC: 30+89.92 • n o 0 \ I PT: 30+85.21 I STA 30+87.95, 16.06'R I / o o 0 a - CENTER OF RADIUS + R10' v0 STA 6+13.31, 25.50' L I ( I G 650.79 - I 650 - 0�`09. �•50�650 N 608867.26 7 STA 6+02.56, 25.591E E 2177893.34 I o STA 30+85.96, 16.05'R = STA 0+27.28, 0.00' STA 30+75.00, 12.511E 0 82% G 650.80 I MATCH EX. \p STA 6+23.62, 14.751E G HP 651.34 = STA 0+00.00, 0.00' 2-�.66% / I ^ / 645 45 G 676.18 sC SEE X.1-X.3 / o I I 0 FOR ADDITIONAL I ^�� o0 o• I o STAKING INFO STA 30+62.23, 12.25'R • v� CO,n STA 6+05.67, 17.931E ! 1 o co = STA 0+18.80, 0.00' Pt.,: 30+65.07� G 650.91 G MID 677.04 0 / 0+35 0+00 I STA 6+13.31, 14.751E n REJECT I / / I I NE Prentiss-Linn PROFILE = STA 0+10.31, 0.00' I GUTTER \ STA 6+00.87, 0.00' G EOR 676.45 I Og I / END PAVING, MATCH EX o G H 650.957, 12.25'R 26' G HP 650�5 1.90% / __i- _ - -)- - _i____ _ _ _l__ _ _ _ 1 J STA 30+37.46, 0.00' E- STA 9+85.55, 37.191E / SEE W.1-W.4 u r I STA 10+51.92, 25.221E O ul E.PRENTISS ST. T/P 650.99 ni FOR ADDITIONAL I z = STA 0+33.03, 0.00' I G 651.92 N ✓K STA 9+61.00, 35.06 L I 0 G EOR 650.86 O I,l STAKING INFO I 2 nSTA 10+58.25, 31.621E p .�1 STA 6+12.87, 14.75'R 'N I = STA 0+02.65, 0.00' o = STA 0+16.79, 0.00' I G FOR 651.15 G 652.57 ,7 rrl STA 6+05.30, 17.8TR G FOR 676.25 I (`n \\ V__CENTER OF RADIUS - - - - - - -1j*;.1 CTa •"" = STA 0+08.40, 0.00' CENTER OF RADIUS 3 OI 00 1.05% / \ STA 10+06.29, 36.75' L STA 10+60.37, 31.63' L G MID HP 676.39 - „ STA 9+40.25, 35.50' L - 1.49% -- N 608883.22 MATCH EX. CO N 608881.18 r" 0 E 2178286.16 STA 6+23.62, 14.75'R E 2178220.14 �2p. 1" �Z I __ -- �(" rn STA 6+02.25, 23.84'R (.:P/o, = STA 0+27.54, 0.00' - ,` ____ L _ STAR 651. 6 21.56�m Q= STA 0+01.57, 0.00' G 676.02 1 4 �� G FOR 651.76 MATCH EX. ,�:l, STA 9+88.84, 25.521E { STA 9+40.25, 14.751E = STA 0+20.73, 0.00' CENTER OF RADIUS N • CENTER OF RADIUS = I G MID 650.80 STA 10+06.29, 16.001E STA 10+53.34, 19.25" C� N 606+12 8 G EOR 651.17 I I REJECT I = N 608866.29 YY STA 0+00.00, 0.00'R I GUTTERE 2178333.41 E 2177893.51 ------ 1' o G EOR 650.76 R2.5' � - � STA 6+12.87, 25.50' R STA 0+34.81, 0.00 � I a I �f'I r;; �/ 0.82% I _ _ _ - I -STA 10+60.88, 13.59' L = - v" - - - 0f STA 10+53.34, 16.001E MATCH STA 10+61.17, 0.04' L - - - - STA 9+72.83, 15.331E G EOR 651.17 STA 9+54.77, 20.671E STA 10+25.85, 16.001E !e I� I T/P 650.83 8 MATCH EX. 0 = STA 0+18.73, 0.00' G 650.85 G MID 651.16 of a I STA 10+00.44, 16.841E 11' STA 10+76.08, 0.00' g E.PRBNTISS ST. G LP 650.72 0 MATCH EX. - o - N -I T 67- N n n - - T - - i - 30 - - - 1 ~ to r0 t0 0 0o g , 10 INTERSECTION a 680- 680 o SEE W.1-W.4 0 STA 10+76.34, 14.51' R o O ri w w STA 9+72.5 + + + = FOR ADDITIONAL STAKING INFO = STA 30+00.00 N • MATCH EX. 0 O 02.19% - =1.70%- o m me _, Z 675 67566i 5 a = STA 10+50.00, 14.75'R r STA 9+40.27, 14.75'R G 651.15 m F a G651.17 rr N 670 670 D 1 STA 9+97.00, 16.00'R I •) n T1 a G LP 650.75 cc ✓ 6 cO ro 0 Lo Loco '-1 V.---- STA 10+18.00, 16.00'R _ I _STA 9+74.14, 16.00'R G 650.80 '-, 0+00 0+35 I G 650.81 v, SE Prentiss-Dubuque PROFILE / / _ _ _ _ - a GEOMETRIC, STAKING DETAILS GEOMETRIC, STAKING DETAILS O AND EDGE RETURN PROFILES INTERSECTION OF AND EDGE RETURN PROFILES INTERSECTION OF a E. PRENTISS ST. AND S. DUBUQUE ST. E. PRENTISS ST. AND S. UNN ST. n DESIGNED BY: TRACED BY: •� 563.556.2464 • 800.556.4491 PROJECT NUMBER STATE FED. ROAD FISCAL SHEET TOTAL DETAILED BY: CHECKED BY: "W IIW,P.C. • www.iiwen r.com CITY OF IOWA CITY BROS-3715(663)--8J-52 DIS . N0. YEAR N0. SHEETS a 9 IOWA L.1 I 81 N Lo I co O KEYNOTES ...uIIIIIIIIIIIIIIw,. I Retainer Rail NORTH n Topof c Expansion Joint and Assembly® 1O 0.306 INCH DIAMETER WIRE. WIRE SIZES SHOWN ARE THE MINIMUM REQUIREMENT. IID HORIZONTAL SCALE IN FEET co Speed Dowel. Pavement -1 1• 0Deformed 0 10 20 MAXIMUM 0.177 INCH DIAMETER WIRE, WELDED OR FRICTION FIT TO UPPER SIDE RAIL, BOTH SIDES. Extend Bar, 18" �� n Sleeve/Speed ! No Baskets n 0 PER LANE WIDTH, INSTALL A MINIMUM OF 8 ANCHOR PINS EVENLY SPACED ( 4 PER SIDE), TO DRAWING MAY HAVE BEEN REDUCED Dowel to Form PREVENT MOVEMENT OF ASSEMBLY DURING CONSTRUCTION. ANCHOR ASSEMBLES PLACED ON o & Nail _ PAVEMENT OR PCC BASE WITH DEVICES APPROVED BY THE ENGINEER. m Approved e Expansion—// Wie© \ 3$ ® MEASURED FROM THE CETERLINE OF DOWEL BAR TO BOTTOM OF LOWER SIDE RAIL + i INCH. Tube QS i INCH DIAMETER WIRE. Leg® o- Anchor Pin© "1' g'min. © ENSURE DOWEL BASKET ASSEMBLY CENTERLINE IS WITHIN 2 INCHES OF THE INTENDED JOINT Both LOCATION LONGITUDINALLY AND HAS NO MORE THAN i INCH HORIZONTAL SKEW FROM END OF Sides BASKET TO END OF BASKET. SECTION THRU EXPANSION JOINT ® EXPANSION JOINT & ASSEMBLY "ZZ" NOT TO SCALE I Er Licr_ri---- I I II r-� e.-- \\ i \�I ®I \1 \ -�— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i- - 1 ti I \ _ ---------li i , D E 19.99' 0 40001 _ III 28 04' ' 9 E e of E. PRENTISS S"' 1K1 L-1(TYP) L-2 w q L-2 'TYP) it �; CY D EL 8 �t 8 8 8 8 8 8 _ 8 8 8 18 8 8 , ► —n 15' 11.4' 11.4' 15' 15' 15' 15' 10' 9.42' 15' 14.28' I 14.28' 14.25' 14.25' 12.71' 12.7' 12.7' 15' 15' Q ; 12.42' 9.5' L-2(TIP) ry L 2(. L-2(ryP) iin NO BOXOUT, SEE Ki Q r/D �l DETAIL ON B SHEETS N a riEi_di ••-ri w...la E y,-H Crj N40 R 30' 403 "‹ 3 0 � N 8 � orrl SEE DETAIL 11 FOR ZZ JOINT 20.59' aT ti- ,-' W a - y`r t n. M af - - - - - - - - - >- N O - - ---- ... F O / \ _ , 3 I 4° 0° I 0I z I 1 1 II F z Design For N TRIPLE 13'x8'-8" 13.5' LA SKEW RCB M E PRENTISS ST OVER RALSTON CREEK a R. . _, JOINTING 13 Z Station:10+00 Date:. CITY OF IOWA CITY 0 M n DESIGNED BY: _ •• FED. ROAD FISCAL SHEET TOTAL TRACED BY: 563.556.2464 • 800.556.4491 PROJECT NUMBER BROS-3715(663)--8J-52 DIS . NO. YEAR NO. SHEETS CITY OF IOWA CITY STATE a DETAILED BY: CHECKED BY: "� IIW,P.C. • www.iiwengccom - IOWA L.2 81 Ni I I / 1 El I I I / co _. llIIIIIIIIIIIIuo,. r I ) H NORTH co / HORIZONTAL SCALE IN FEET in 0 10 20 C/] / 7 - - - - - - - - DRAWING MAY HAVE BEEN REDUCED o10.5' I 10.5' o - ccCO ® :00 \� / a i / Zo 1 o 10.5' 10' 10.5' ----? COil I 1 31i0 / IIn I / I1 --- co 10.52' I I / / / -- co " " 2.5. 1 / 10.5' 10' 5.69' I I r N 1- 3' 10.5' I I CD I I n , N 0. 13' 13' O. J 1 co I I I \ CV - - - - - - - L - - - 3 1- 3' CO 1 \ ti r ED ! -- ck 13' 1 _ �� 1 i -------------- I ED \ t-...3 G, L , ........ c,, r--.) Fr � E F n1 , MATCH JOINTING i cW . .. 0 r —t 0 9 N E JOINT f- cn 6 V! SEE V.3 (+ -rn c-z(nP� U I .. E. PRENTISS ST N g g o 8 0 23.33' o 116.24' - 14.91' - ry W } of -T-- — I �Q.�----.._—_ _._ ___ i —o. _-.-. 0 .._ -- O Cb NO BOXOUT, SEE L/1 O 15' 15' 15' 15' 15' O f DETAIL ON B SHEETS A N ¢ CI i ! O . M (.. V. N .i a 53.34' LEGEND BRIDGE APPROACH, PAVEMENT, AS 0 40010 ED 11 PER PLAN 0 I11 3 O 1 . z F. I o ....„..Z-- I ,1 w Design For ° - - - - - - — TRIPLE 13 x8 —8 13.5' LA SKEW RCB a .... - I E PRENTISS ST OVER RALSTON CREEK I I I JOINTING T— I 55.32' I Station:10+00 Date:. a ) -- I. I CITY OF IOWA CITY - vw�Tr I I -- -- --------------------1 a N. •• FED. ROAD FISCAL SHEET TOTAL DESIGNED BY: TRACED BY: 563.556.2464 •• 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--8J-52 STATE YEAR SHEETS a� DETAILED BY: CHECKED BY: "W IIW,P.C. • www.iiwengr.cam IOWA L.3 81 N NORTH co co HORIZONTAL SCALE IN FEET co 0 20 20 mum mmmmm mmim raj DRAWING MAY HAVE BEEN REDUCED N '11 _--- I 1 / Ce m El I I I .. � 801 / I F- \ m 1 r-r k Z I \ T0 . s pis;0°o°o 7_ _ _ 0000000• I I 0 0 o I I I I r �Oo°Oo°0000e o - I 1 )p ,ogo•°O°0000000°0000°°°°°°° ;°gi*A°°*°°°°°°°°d SEE SHEETS V.18—V.21 I t>:°ggiigi'giqgig°t° o ,oO� O FOR REINFORCED SIDEWALK I °°°" $o°°:.°•° ooa / AND APPROACH PAVINGI °go: // I //gogo°0 °000000� oil 'ogg ° °•I I, .. . I I ° °o ,, • . .., ____J LE _ - _ _ _ _ _ _ _ 1 _ -1 n _ I - - - - U) ; cip -.--p.rr.. \-- ,,,) k _j______ --40 \E. ?RENTISS ST o ! ! F- ; :oE ! ! t cc 1 403 l 0 40010 r A cr 11! ❑ - - - - I — — f;, - - 1— _ _ 0. _ _ , .4_7 _ . ) _ , __ . , el , . I •, • o it 4. , ,_ _ _ _ _, , . I •. I (A,I : O � . � I N c :, } O r ., O o EL GEND N ° STANDARD OR SLIP FORM PCC PAVEMENT, 0 CLASS C. CLASS 3 DURABILITY, 7 IN. 0 s a DRIVEWAY, P.C. CONCRETE, 6 IN. ri MEW DesignesignD For TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N SIDEWALK, PCC, 6 IN. E PRENTISS ST OVER RALSTON CREEK v R. BRIDGE APPROACH. PAVEMENT, AS PAVING i PER PLAN Z Station:10+00 Date:. 0 CITY OF IOWA CITY M a i ♦♦ FED ROAD FISCAL SHEET TOTAL � DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 CITY OF IOWA CITY PROJECT NUMBER BROS-3715(663)--SJ-52 STATE _DIST. NO. YEAR NO. SHEETS _ DETAILED BY: CHECKED BY: cm 563.556.2464 • www.iiwengr.com IOWA a L.4 81 cv STORM SEWER STRUCTURE NOTES: I 0 I I I uIIlI��1llillllu,.. I J 1011 I3 l I T I I t 1::, �• I I a I I �:.' 1. ALL CONSTRUCTION AND FIELD JOINTS TO BE WATER TIGHT 1 I N • -T H is •. ' I BY USING WATER STOP SUBDRAIN, 6", I I yr I I� I 17'f f' HORIZON{AL SCALE IN FEET 11 I 2. ALL WALL PENETRATIONS ARE TO BE WATER TIGHT BY I ,n _ :::':: 0 20 ao r+ 0' a I I ( ,USING WATER STOP OR PRE-MANUFACTURED PENETRATION -0 PROP TEMP FHASEMENT y to SEALS. THIS INCLUDES SUBDRAIN CONNECTIONS. w I SEE SHEETS I II y �, �'� l 3. FIELD CONNECTIONS OF STORM PIPING TO BE BY FERNCO / i <(( (' `` - r DRAiIND MAY HAVE BEEN REDUCED I 1 I ly8 3,¢�. R STRONG BACK R 100 / 5000 SHIELDED FITTINGS. (I(Ii I ` 7 I I i ti' 1 N I F rq INTAKE 1 I I 11 r --\ III I i� :.; 1 4. PIPE ON PIPE WITH LESS THAN 6" OF SPACING 1(1 I -. J I \ 0 T/C 677.85 STA 6+31.20, 15.50 L I)/ I I I I / PROP TEMP EASEMENT, I 1) I • ,-.'.'. ep m A S MINIMUM OFTALLATION 3 S NNCHOT ES OF ARIATIONDGE FBETWEEN P PES NECESSARY TM I1 11 ( ^ FL N FL E673 85 INTAKE 10 (SW-510) I //�/ ////)I) 4 I I I ( 551 g SEE H SHEETS I III I rn SZ 1.: FOR BACKFILL I I ,- / FL W.I673.30 1 // / / /( L 0 I \ LINN ST �I5. PROTECT WATER AND SANITARY SEWER MAINS AND i/I II ` \ / / / I / ( STA 9+33.75, 15.50• L ' I SERVICES AND OTHER STRUCTURES. II I I 0 " l 15UB SUE S7 �/ If J/� /� // STA 7+ .56, 15.50 L 5 "0 INTAKE 13 (SW-510) -/ I 130 il \, \ a 6. SEE DETAIL IN U-SHEETS FOR CASTINGS FOR STORM I I `�// // INTAKE I (SW-510) l I v a STRUCTURES. g / • SUBDRAIN OUTLET // 1 t \ 1 / - _ _ _ i r I V) W -� \�. 7. ADJUSTMENT RINGS, CHIMNEY SEALS, AND SEALANT PER /e DR-303 / - m • DETAIL 4 ON SHEET 8.2. X 1`Z 7• ` I - _-� < B _ - s (!� I �, iffm-- 8. STORM DISCHARGE SIDE OF THE STRUCTURE OPENINGS SHALL E PLACED OVER THE E }, �!C_ +"��W j -'� _�- /- �>•��,!�rt/� � I iM F - 't tii- 1 �� l r �,�� • SUBDRAIN RISER vil ►.7f�.��.:�i� iMMIN "` --R8 G N air, f~ice- / j glifitilL4,.j.40‘401 �^ SEE B SHEETS ��S a FI6 '■" *' tom. . ��►� I m I " _ : -• / Irig mJ s ■t ��Cl= A \f�_ 11 / )I \ t130 RCPW I11 \0 N. 300 RCP \ 30" CP w II o11• I a I to 11 I I ' 1 � yF � � _ �� a o u INTAKE 10 4 t I I I �. .0 BRA CO °o 1 11 11 INTAKE 2 h i • / RIM 676.37 FL E 8 621 �' Q- / i 1 I I I / I I I / / 1 / /1 S J I E.PREN �I+S ST o J DR-SUBDRAIN OUTLETS /0 FL NE 668.50 a SD _�/Sp /-, _ SD _ SD -----"SD SO SD �56 �" SD • Y FL NW671.14 ti _ -- „ ,�- - FL S 668.50 FL SW 667.87 ❑L �� ,/ 1 1 "1f • I I " \ 1 .. '� \ v � \ f '��,- _ r 680 680 I' / �M'i ,u t 1 1 �3 I I BpRAIN OUTL�T 1 1 4ill „ .---... 6� _ 0", I M \\� . I SUBDRAIN RISER \ DR-3Q3 1 \ I I SEE B SHEETS 1 ' ` 1 I ,�/ I/ II I ��l u■ - / � -� � • . - EX. SAN HM - - - - --�- - _ - - / II ! II I /, 11 __--_--... ` w w T/C 676.37 p "\r- „, ..\\ \ ,,_,, ,-\-, , -i r -- - STA 7+46.56. 15.54' R _RIM 655.58 - } �IIIII I / /„..........._.._. z m / FL NE 668.50 U \ _ (/ i / / // ( i / / FL N FL NE6640818 _ -- -- �_ PROTEC f Ek A\11II//�//il �675 675 to o -- INTAKE 12 (SW-510) FL NW 644.54 \ I52.47 24 RCP I m / 0 FL S 668.50 1.200% w m / \602 S / _ N o �l1$U U \ - 1 I ( / / i y .... FL S 640.08 "I SAN SEWER I 11 iii / ^i s7o I s7o s I� cN al( / 1 i \ \ I I \ i zis/EI � //�' _ \\ I 1 �i I 225E tir� I�� A � { l I 11 I PRENTI SST I o lit\I ��d��r ■I < I I w I\ \ I / / / / \ Hit I i PI2ET11hSST/ ( / - ' \ 11,1��!�FAt - /•�..�l�i�l I •�a1M `-"fxY vS CONNECT TO �I INTAKE 1 ( I I / ` II - \ N 1 \ PROP TEMP I ( /P4 . .1!, Alr v 665 665 o z T/C 677.85 \ 1 1 I I w ' ► •_ii �h D•d. EX. INTAKE < \ I I EASEMENT fY+�riir► � ar.,,��, FL SE 672.70 38.95 LF 24" RCP O 4.000X \� l 1-, I r/ I r II -ear. S X 500+00 500+50 500+69 o FL N 673.85 INTAKE 10 FL W 673.30 680 ........--- T/C 676.21 ---,680 FL E 666 6 1..924 - I1 T IN I FL SW 667.87 f 675 - ._i _._.__ -675 SUBDRAIN OUTLET t INTAKE 11 EL 667.00 EX WATER LINES. INTAKE 12 CONTRACTOR TO T/C 658.97 660 660 T/C 658.95 670 LOCATE AND VERIFY f c� FL/N 652.62 �� W 653.36 N FL E 649.54 '70 0 FL S 652.00 04 "r'1 C'•) 1-rT MI PilAC. a 655 --I' - 655 bOg3) INTAKE 11 ."-- 3 I 665 Lr - .. T/C 658.95 ..... -...- - - ----. --- 1 -R Ii.i I CONNECT TO �' f W 653.36 I --( W EX. INTAKE �� FL E 649.54 INTAKE 13 -<r� z O t FL S 652.00 s r• rr ,�+ 0 650 - ._..._._ -.._.. 650 r t p o ?. T/C 651.77 m a 31.10 LF 18' RCP O 1.998% 4 660 --- - S003 -._...._.__._.__ I FL W 646.17 5 a EX. 8" PVC Pipe z z FL E 645.90 .E,, m _ o SAN SEWER J m CONNECTED PIPE JOINTS PER f ."' 645 • _._..___645 o e > DR 1�11, TYPE 1 REQUIRED �, a 0 °' I 655. __._. _ ..._... --------.---. .-- .....- -.....-.:cp.. - ____.__._.._.._ 655 0 F 2 SUBDRAIN OUTLET O o 1 z EL.: 649.54 f •640 - -640 0 177.37 is 3 ' O 1.9pOX 600+00 600+47 0 650 45.49-LT-3O`-RCP O 650 2.000X W WI O EX. 8" PVC Pipe 2 645 - SAN_SEWrR. e-. 645 N SUBDRAIN OUTLETS PROPOSED ry EL: 645.90 / TRIPLE a EX. 8" PVC Pipe�+0 / 13•X8'-8" RCB SAN SE 640 - ----640 -- 8 EX 42" RCP SANITARY o EX. SAN SEWER f SEWER, UAC 4) z BRICK MARCH PROTECT DURING ¢ 635 L I _-- _ CONSTRUCTION ---.635 i 200+00 200+50 201+00 201+50 202+00 202+50 203+00 203+50 2B@4-002 a �_ DESIGNED BY: TRACED BY: ! •• 563.556.2464 • 800.556.4491 PROJECT NUMBER I FED. ROAD!FISCAL!SHEET I TOTAL DETAILED BY: CHECKED BY: "w IIW,P.0 • www.iiwengr.com CITY OF IOWA CITY BROS-3715(663)--SJ-52 STATE DIS . N0. YEAR N0. SHEETS a IOWA M.1 81 . _Ammimh,... cs, , .Rri /j1�% /�i �, / \ NORTH I / .{'�I ////j/ / / /i12I i// ItiHORIZONTAL SCALE IN FEET Yin l l //� 0 20 40 w SUBDRAIN RISER y E 1:9--\ ' SUBDRAIN RISER/'- ,. _ _ _ _ ' - - SEE B SHEETS I "•.,�'• SEE B SHEETS I/ DRAWING MAY HAVE BEEN REDUCED 17 I r►i i l I� (1 al : i/ / fi/�ii/// N SUBDRAIN, 6"� f ',m :.;ooq,' • O I I y is'q;i{'r° ;o° 7/ Ip `n it r. °':°:'' ,b°°�:j,f:1, 310E I 65 cwit� d°o°,:912" CMP PRENTISS ST 30.30 6F560% 650 F 10 z ii I �,• FL NE 646.29 0 CP ® 2 wSTORM SEWER STRUCTURE NOTES: II 6 : / ,1 CONNECT TO EX. PIPE z 1. ALL CONSTRUCTION AND FIELD JOINTS TO BE WATER TIGHT `�' ° 'BY USING WATER STOP [11 �� °o°°o / PER DR-122, TYPE C-4. I J I - fib1CONTRACTOR SHALL FIELD 645 645 6'5 2. ALL WALL PENETRATIONS ARE TO BE WATER TIGHT BY I ( II_ N VERIFY EX. PIPE ELEV PROPOSED USING WATER STOP OR PRE-MANUFACTURED PENETRATION ' ! , ! . 15" CPE UAC¢SEALS. THIS INCLUDES SUBDRAIN CONNECTIONS. /-? y'9 30+j',jic ,f / y'�:,CY " 13'X8'-8" IRCB 0 3. FIELD CONNECTIONS OF STORM PIPING TO BE BY FERNCO i +SAigli,I,� - - STRONG BACK R 100 / 5000 SHIELDED FITTINGS. i�" I A ` \,'4 %'"`��" �� I - -��- - - C. I 640 640 0 a 4. PIPE ON PIPE WITH LESS THAN 6" OF SPACING - CONNECT TO EX. PIPE 0 INSTALLATION IS NOT ALLOWED. BRIDGE IF NECESSARY WITH `�ili �r' �_ G -�e4� O �r. i a".., �-�"- PER DR-122, TYPE C-4. A MINIMUM OF 3 INCHES OF SEPARATION BETWEEN PIPES p N K -�' ,' v p ' \ T\ a' CONTRACTOR TO FIELD : WM SHOWN FOR REF FOR BACKFILL. 0 7 . V '':, - 401 VERIFY EXISTING ELEV 5. PROTECT WATER AND SANITARY SEWER MAINS AND =� �,' _ = � p EX 15" CPE I D ``� 0 I; 635 635 SERVICES AND OTHER STRUCTURES. IM- _ " % -tl 6. SEE DETAIL IN U-SHEETS FOR CASTINGS FOR STORM RCP csi ' I W _I 7-,„ _L___._ w , w STRUCTURES. ik o - o E.pRFNTIS ST ADJUSTMENT RINGS, CHIMNEY SEALS, AND SEALANT PER o N / 0 655 655 DETAIL 4 ON SHEET B.2. c- I EX WATER LINE. 8. STORM MANHOLE OPENINGS SHALL BE PLACED OVER THE R ' • -- DISCHARGE CONTRACTOR TO EX. MH SIDE OF THE STRUCTURE. -•• • D36" R RD D LOCATE AND VERIFY IM 651.41 J • • :---- --- 7. _ FL W 643.40 w i 36" RCP - - 0 / 650 650 Flo 0 �� ' CONNECTION TO EX. MH PROPOSED---.., w w d. I, rilirallt . I / ! RIM 651.41 TRIPLE 43.21 LF 36" R / FL W 643.40 13'XB'-8" RCB 0.769% ? w I I j I I I I (-1 / - - 645. 645 0 5 a - 3011 1 '///�/ 305E 315E o a I�I / PRENTISS ST P M #- /////% / I11 a PRENTISS ST i Z i I' l /lP I 640 640 0 I 'Wit III I8/ --- -.11 / CONNECTION TO ' L I�// �' d �S EXISTING MANHOLE 4;=) cam= £.1 Q' -58 O equivalentSTORM SEWER 1M-1S 1 Diameter or diameter ••,_ * Bid Item N** For SW-545 �. INTAKES AND UTILITY ACCESSES PIPES U Design Length, Slope, and Flowlines are calculated from inside wall to inside wall along CL of pipe. An additional 2 ft length is added to each side of the Design Length to account for estimated length to center of structures. Intake/ 1 ,, Connected Flow Lines Location Station and Form Bottom Extension Line Utility Class Pipe Bid* Design Slope Pi a joint Pipe 0 No. Offset *Type or Standard Road Plan Grade Well Length** Notes Number Access D, Size Length Length % P Profile Notes (DR-121) Inlet Outlet Other Sheet No. Elev. Elev. FT From To IN FT FT Type Elevation Elevation Elevation 2 10 2000 24 57 52.5 1.2 668.5 667.87 M.1 CONNECT TO EX 3 ______ _+. INTAKE 2 0 1 10 2000 24 43 39.0 4 672.7 671.14 M.1 CONNECT TO EX INTAKE 1 '^ 10 6+31.20, 15.5 L SW-510 675.71 666.42 1 10 11 2000 30 114 109.4 12.4 1 666.92 653.36 M.1 ' 11 7+48.56, 15.5 L SW-510 658.44 649.54 11 13 2000 30 182 177.4 1.9 649.54 646.17 1- M.1 13 9+33.75, 15.5 L SW-510 651.27 645.9 13 RCB 2000 30 50 45.5 2 645.9 644.99 M.1 2 12 7+46.56, 15.54 R SW-510 658.46 652.62 12 11 2000 18 36 31.1 2 652.62 652 M.1 0 Z EX RCB 2000 15 35 30.3 2.56 EX FIELD VERIFI M.2 CONNECT TO EX CPE Q EX RCB 2000 36 48 43.2 1 643.5 FIELD VERIFI M.2 CONNECT TO EX MH 0 i ♦♦ FED ROAD FISCAL SHEET TOTAL n DESIGNED BY: TRACED BY: 563.556.2464 • 800.556.4491 PROJECT NUMBER BROS-3715(663)--8J-52 STATE pIST. N0. YEAR N0. SHEETS DETAILED BY: CHECKED BY: 11 W 11W,P.C. ♦ www.iiwengr.com CITY OF IOWA CITY a IOWA M.2 81 ry m Ii\\ it� / BACK OF CURB I 1 I I/ I I I I l% I STEEL NOSING c II II I W/ HEADED STUD ANCHORS n // l l 1'x4' OPENING BACK OF / a AL•" ® 12" OC & 1)Z" FROM M 1 i i IN CULVERT SLrAB CURB " 1 L- i r EACH END 6" 6" 6" 6" 1 / u, 1 STA 9+98.99, 19.02' L I I i i m j I I STA 10+02.83!17.89' L / o} —4t2 4" 1" RAD / / j FEB pTN / I [0 ( IJ 18 f {� �' `]t' 4t1 3 FACE OF 6" / STA 9+98.71, 18.06' L// ��— STD CURB Ii I II l CITY CLERK ®S� APPLY SEALER C.t 1 CLERK , SEE 2/M.3 l I I STA 10+02.55, 16.93' L / F,-I � , �} h CITY, M l 11 I/ rllaltF-i �� i� IF, •• � \ �• 1 /1 STA 10+00.65, 17.56' L / • • ' —T_ `r= CD I 1 1 LOCATION STATION j • �i/ram/dam 7.�.lisvw.iiri�a�i Y .. / I I / / / 6„ FORM T Owe •/ w 1/ I 1 I GRADE �� l I1 /I I 4 .. Cl) I I I I/ I 4t3 �• .. ; a c ° ' S / PROPOSED // // I a a 4 a a Q I PRENTISS ST 1 1 1 I � ° 4 ° 2" a SEE VaSHEETS 4. (7') / I I p 1 1 I a s 4 ° FOR REINF. RCB ,�,f F- ° 4 1 // // - / - --1-- �a' DOUBLE a a °a ADJUSTMENTS _I - — - �—- - 1 1 - -I r - ° 4 AT OPENING _, s // // / DRIP GROOVE, ° 1 1 I I I TYP ALL UND a C R, 4 " c l I I l I I OPEONING • .4 •MIN ° 4� 4 4 •q a • / I/ I/ viiiiiviii��ii;cviriir • A i✓7,7 4'/////.."/il/1 ° a /1, I l 11 II I / HOLD CONCRETE BELOW TOP MAT OF l 1� �, I SHIFT TOP &B �I REINF DURING CULVERT SLAB POUR I L l I I I I I TRANSVERSE I I BARS TO STAINLESS / I STEEL lI II / STA 9+96.99, 16.75' R 1 CLEAR "DECK DRAIN" 5" 6" / 1'x4' OPENING I OPENING BY 2" (2) 1Y4"X1Y4"XX"X0'-3" / LOCATION STATION IN CULVERT SLAB I WELDED ON EACH / I LONG SIDE OF DRAIN / STA 9+94.99, 16.58' R STA 9+98.99, 16.58' R I 2'-0" - APPLY PENETRATING 2'-0" - APPLY PENETRATING (2) Y4"� HOLES / SEALER ON UNDERSIDE OF 1'-0" OPENING SEALER ON UNDERSIDE OF WITH / / I/ CULVERT SLAB AROUND IN CULVERT CULVERT SLAB AROUND IN EACH OUTSTANDING BOTH DRAINS SLAB BOTH DRAINS LEG FOR NAILING TO / STA 9+94.99, 17.58' FORMS R STA 9+98.99, 17.58' R BACK OF / 1 // /I CURB 1 II II I II II I 11 Il / I ® SINGLE OPEN—THROAT CURB INTAKE �l l l I/ SECTION NOT TO SCALE 11 lI . / , `/ / / REINFORCING BAR LIST — FOR ONE INTAKE SINGLE OPEN—THROAT CURB INTAKE IIIIIIIIIiIII . MARK SIZE LOCATION SHAPE COUNT LENGTH SPACING LOCATION PLAN NORTH 4t1 #4 TOP 7 8'-0" SEE SECTION 4t2 #4 TOP 10 2'-0" ® LO(BACKCATIONOF STATIONCURB) 4t3 #4 TOP 10 1'-6" 0'-6" CC x N4'-0" 4'-0" NOSING & DRAIN NOTES: a 1 THE STEEL NOSING AND DECK DRAINS SHALL BE STAINLESS STEEL 304 OR 316 GRADES. PROVIDE Y4" MATERIAL THICKNESS. COST OF STAINLESS STEEL NOSING a ✓ SLOPE TO W/ ANCHORS AND DECK DRAINS AND SEALER SHALL BE INCLUDED IN THE PRICE DRAIN LINE APPLY PENETRATING SEALER TO BID FOR "INTAKE SPECIAL". o / SLOPED AREA. DO NOT APPLY SHOP DRAWINGS OF THE STEEL NOSING AND DRAINS SHOWING LAYOUT AND DETAILS o STEEL NOSING 2 0" f WHITE PIGMENTED CURING SHALL BE SUBMITTED FOR APPROVAL. O 1 TYP (2) COMPOUND ON AREA TO CV o N LOCATIONS N RECEIVE PENETRATING SEALER. 3 r ---' 1 � � I Z oz I ( Iw W L N BACK OF Design For CURB TRIPLE 13'x8'-8" 13.5' LA SKEW RCB N A E PRENTISS ST OVER RALSTON CREEK M n - - - 4t2 & , 4t1— 4t3 STORM DETAILS — INTAKE SPECIAL a 2'-0" 4'-0" OPENING 2'- - 0" Z Station:10+00 Date:. ce ® SINGLE OPEN—THROAT CURB INTAKE CITY OF IOWA CITY a ENLARGED PLAN NOT TO� n DESIGNED BY: TRACED BY: _ ♦♦ 563.556.2464 • 800.556.4491 PROJECT NUMBER FED ROAD FISCAL SHEET TOTAL CITY OF IOWA CITY BROS-3715(663)--8J-52 STATE DIST. NO. YEAR NO. SHEETS a� DETAILED BY: CHECKED BY: "W IIW,P.C. ♦ www.iiwengr.cam IOWA M.3 81