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W2 w < 0 0 ZA � InMHOSIIS CL wmHOSAAS OL 0 E 21 ❑ ❑ 0 0 W2 w < 0 0 0 21 z Ol SECTION - UPPER BENT PLATE 3 = 1'-0' 6TH TIER _—___—_ EL 730' 4" SECTION - PANEL CONNECTION a N ------ - - - - -- -- - 1 3"= T-0 - h3RD TIER _—___—_—�,EL 699'-4• SECTION - LOWER BENT PLATE B1 - _ --- -- - 3" = 1'-0" �---- - -- 084413: GLAZED AL CURTAIN WALL � a r . .. � ,: .• --------- 055000; Al ANGLE CLEAR ANODIZED 3'X5"X114" OS 5000. ANCHOR BOLT r' q a, SECTION - ROOF EDGE @ NORTH STAIR 3" = V-0, -_-___-_- h5TH TIER EL 720-0' Level (NORTH) ,S. 719'-97/8' SECTION - CW @ SLAB EDGE GUARD SECTION - CW @SLAB EDGE - -- 3' = 1'-0' 03 3000; CIP CONC 03 3000; V2" CHAMFERED EDGE PERF. PANEL -FIELD SECTION - PERF. MTL. PANEL -END 3 = V:V SECTION - PERF. MTL. PANEL -BASE Neumann Manor PC 221 Ez41 CIO., Sheol I Sole All lawn CItY. I�nve 52240 ;i193:YM1.TfttG ------------- _yam._... Ld CONSULTPMS Parking Go,nWUnN $o-ucieel Engmer Wnkv, ParkIR9 CtnsuliHn4 IWO S. Highway 100. Suite 424 M1nnoBpMLx. MN 5'.Y11& I I 1 I I iTLl�T 9,52S95.H116 ME" Endreer ______—___ _— --- - QvH �I � ( I II I ( I I _EL 699' �3RDTIER 4' r. w+i Oly, Iwre 52'245 3193541>041i z i. Leve163 LNOR7 U) -_-___-_- h5TH TIER EL 720-0' Level (NORTH) ,S. 719'-97/8' SECTION - CW @ SLAB EDGE GUARD SECTION - CW @SLAB EDGE - -- 3' = 1'-0' 03 3000; CIP CONC 03 3000; V2" CHAMFERED EDGE PERF. PANEL -FIELD SECTION - PERF. MTL. PANEL -END 3 = V:V SECTION - PERF. MTL. PANEL -BASE SECTION - LOWER BENT PLATE a? CW 3 Al - -- 1'-0'-- - _ -- D TIER 688' - 0" M HITECT OF RECORD Neumann Manor PC 221 Ez41 CIO., Sheol I Sole All lawn CItY. I�nve 52240 ;i193:YM1.TfttG I1 II I 1----- Ld CONSULTPMS Parking Go,nWUnN $o-ucieel Engmer Wnkv, ParkIR9 CtnsuliHn4 IWO S. Highway 100. Suite 424 M1nnoBpMLx. MN 5'.Y11& I I 1 I I iTLl�T 9,52S95.H116 ME" Endreer ______—___ _— --- - QvH �I � ( I II I ( I I _EL 699' �3RDTIER 4' w+i Oly, Iwre 52'245 3193541>041i z O Leve163 LNOR7 U) z 8" I I i I I I I i •J4a.f •:.'i 074218; PERF METAL WALL PANEL 08 4413: GLAZED AL CURTAIN WALL y: Cs� 1r,... LAJ --- 05 1200; 1!4' BENT PLATE, GALV. SECTION - LOWER BENT PLATE a? CW 3 Al - -- 1'-0'-- - _ -- D TIER 688' - 0" M HITECT OF RECORD Neumann Manor PC 221 Ez41 CIO., Sheol I Sole All lawn CItY. I�nve 52240 ;i193:YM1.TfttG 916 &11 215 O-w.W'. 1w 5J309 T5153N7 ', Ld CONSULTPMS Parking Go,nWUnN $o-ucieel Engmer Wnkv, ParkIR9 CtnsuliHn4 IWO S. Highway 100. Suite 424 M1nnoBpMLx. MN 5'.Y11& 9,52S95.H116 ME" Endreer Das11n Enll�nl?gre OWI — New Ln SW Catl , Ra01tle, iA 52404 319.8411944 QvH Sl,—.H..y 2— Narl�ga:e IX. w+i Oly, Iwre 52'245 3193541>041i z O U) z O t� Cs� 1r,... LAJ z PROJECTNAME HARRISON STREET PARKING FACILITY NORTH KEY PLAN OWNER CITY OF IOWA CITY 410EWavN vv,St k vm Cfly,1r 52240 319-3565000 PROJECT NO. 13.00S ISSUE _uawaN Hu sarl i>c ka„o� m.-mia, PRELIMINARY NOT FOR CONSTRUCTION SHEETNAME DETAILS SHEET NUMBER A-545 ON F SECT DTA @ N. HOISTWAY 3'-1-0' ARCHITECT OF RECORD Neumann Nelson PC 221 East Cdlege S1rm1) Suite 3W —City, — 52240 T 319-,'Ak 7878 418 Nh Avercse I Sias 209 D- Mrrm-b. —.0.- T 5153357A CONSULTANTS Parking —.— s—.1 Engineer Walker PeMng Cmarib. 1660 S. High ay i., Suite 424 MimeapAis. MN 55416 951595.91tfi MEPT Enyreer 0-p Elgi— —1 1e Raine V— SW Ceder Rap., IA 52409 319841.1944 CIWI Ergireer ShiveHaltery 2034 Nwi6yate ➢r. ana62245319354.3096 ..1, V62245319 3090 z 4 U) z 0 N3' T—i— ),,.Q.. w4x X� PROJECTNAME HARRISON STREET PARKING FACILITY NORTH 6TH TIER EL 730'-4" dl Level 6_(NORTHt� d. 739 - 1 718" -, W. D O cn KEY PLAN 4" - _ level_3(NORTH) 699' - 1 718" OWNER CITY OF IOWA CITY 410EWa,1111, w& ".m Oty.loae 52240 >1935&5000 PROJECT - 13 -ISSUE I DATE DESCWPTICN mrkaka",e,«.�rce�..x,n„nip„r,rc.na, PRELIMINARY NOT FOR CONSTRUCTION SHEETNAME DETAILS Ei. 4aJ Pt 11340 3'- 0' 61OCC 0" Neumann Mwrean PC 221 E1Cdlage 5lroetl Sw 303 C y, — 52246 T 1111. 797,, Door Schedule 61406 0• Door Size Door Door Door Door Frame Frame Frame Frame Detail Deail Detail 610EE 0" Panel 1 Panel 2834 NaNgete IX Functi Panel Width Fire No. Room Width Height . on Width 2 ,Type !� Mat Finish Glaze Type Mat Glaze Finish Head Janb Thres HDW Rating Notes 001 ELEC. 3'-0•._ t T 0' SINGLE ... _ _ :. .... _. ... 002 ITRELE.3'-0' i T-0' SINGLE _ 003 WATERT 3'-0' 7'-0" ; SINGLE L:N a 610MM SPRINKLER --7 -0" SLIDING 004 .. _ ELEIVMACH, a "._- T-6"__ T 0" j SINGLE SLIDING -2'-2* 005 :MAINTENANC 3'-0" 7'- G" SINGLE T. SLIDING 2' 2" 61000 . . Ei T-0" y SLID4NG --__ __.. _._ 005A ;MAINTENANC 12' 0" T-0' OVERHEAD �SLIDNG •_____ 2' 2' _ — _. 61088 _ 4'-2" .-._. T-0" SLIDING 2 2" 005E ;.MAINTENANC; 1Z-0'- T-0" OVERHEAD _ 610Z - -- 0... 0' 3'- 0' 61OCC 0" Neumann Mwrean PC 221 E1Cdlage 5lroetl Sw 303 C y, — 52246 T 1111. 797,, Ota .Avenue Isms zos Des Manes, I— 50369 T 515333.730 61406 0• Walker Parking Consullanls 1660 S. Higi—,IW, Suite 424 Mm ,dls, MN 5541(I 610EE 0" 0" Cedar P,p , IA 52409 s1sa41:1944 CiMI Erxjrett S ivIEHa y 2834 NaNgete IX Iavia City. lava 52245 31u354: �O10 Z . 61OGG U) Z 0 _ 0" s 610JJ 0' 0" L:N a 610MM 4' 2' --7 -0" SLIDING _ 2 2'- '610GG 61 OGG 4' Z' 7 - 0i' SLIDING -2'-2* 61OPP ..L 4' 2'- T- G* T. SLIDING 2' 2" 61000 . . 4'-2" T-0" y SLID4NG 2' 2' '. -. 610RR -.., - _ _ 4' Z' --_ T -O' �SLIDNG •_____ 2' 2' _ — _. 61088 _ 4'-2" .-._. T-0" SLIDING 2 2" _ 610Z - -- 0... 0' 8X101 S. STAIR 3*: 0' 8' - 1 112' SINGLE 3' 0" 0" 8X102 3' 0' 8'-111'2" SINGLE .SINGLE 3' 0' 9" SX1033'-0" 7'-1112" T-0' 0" 8X104 .... -- 3'-0" 7'-11/2" LL SINGLE -SINGLE 3' 0" 4" SX105. - . T-0- T- "PZ _ 3' 0" 0' SX106 3'-0" 7'-1112' - SINGLE 3' 0" 0' 04 2000: CMU BOND BEAM 08 1113: HM DOOR FRAME ARCMTECTOP RECORD Neumann Mwrean PC 221 E1Cdlage 5lroetl Sw 303 C y, — 52246 T 1111. 797,, Ota .Avenue Isms zos Des Manes, I— 50369 T 515333.730 CONSULTANTS -m Cd61.Y]nIi Sbuebral EnPrrear Walker Parking Consullanls 1660 S. Higi—,IW, Suite 424 Mm ,dls, MN 5541(I 352.595.3ti6 ME" E joss Desgn F_ - 8W1 Rairlel—LISW Cedar P,p , IA 52409 s1sa41:1944 CiMI Erxjrett S ivIEHa y 2834 NaNgete IX Iavia City. lava 52245 31u354: �O10 Z a U) Z 0 s L:N a PR04ECTNAME HARRISON STREET PARKING FACILITY Sat. SILL SFE SFt- NORTH SCElfiNfi€ S3;HLDHLE 'Ht IX SCHki?i+ll , X k N A B - C D'2 t''s DOOR TYPE 1 1'?,Sf L l 1 2' 2; SE 2" I E n SCHFDULE SCHEDULE 4 I -A: 084313 -ALUMINUM FRAMED STOREFRONT k1: 081113 HOLLOW METAL FRAME FRAME TYPE Door and Frame Types KEY PLAN C2 - _ - 3116' = 1'-0` OMMER CITY OF IOWA CITY 411) E Washidaw si love Q-IY l— 52240 :41435[=SgJO PROJECT NO. 13.006 ISSUE DATE DESCPoPTICN 11:262014 150 %CONSTRUCTION DOCUMENTS rci'NaS. m>a.v�mmmr,�r..;.�nnvtwu� nnla RELIMINAIN NOT FOR CONSTRUCTION SHEETNAME DOOR SCHEDULE AND DETAILS SHEET -1, A-601 HARRISON� STREET PARKING FACILITY HARRISON PARKING t . FACILITY owNER CITY OF IOWA CITY PROJECT NO. 11-0F ISSUE 175 E. HARRISON STREET, IOWA CITY, IOWA VICINITY MAPS Vari.i�1 Ga�3ultarrt! Structural Engirceer V k P rM !y -rn bnn P N -5 1P INDEX OF DRAWINGS Jestgn Enclrucrs 2E:i1 Prairie Vieux." _n&W �edm Ra{ads. IP. 52hY. z - Civil E!�pirertr GENERAL INFORMATION DRAWINGS ny' No ffi ae Ur: :P C A tzesn E d my d 1M1y Z'Y.ywC T 0 G-001 TITLE SHEET AND DRAWING INDEX FIRE PROTECTION DRAWINGS „a .he Sto.e _f T Q G-002 CODE INFORMATION FP100 GROUND TIER AND TIER TWO FIRE PROTECTION PLAN z T G-003 OVERALL REFERENCE PLAN FP101 ITER THREE AND FOUR FIRE PROTECTION PLAN f,; rt ! _.„.. A ... c LAJ eHanawMUA. z FP102 TIER FIVE AND SIX FIRE PROTECTION PLAN b ..0 _.. _...... .y _.._ r- .', t ...-.. �a. t. . s :ova•ae a txx aea o• s aceta o. eL q nz zee __--_ -__ ".s " CIVIL DRAWINGS Ffl500 FIRE PROTECTION SCHEDULES AND DETAILS ' :xx x: e-ta-a.•rae ' tt s see �.a y C001 EXISTING SITE CONDITIONS .. --... 6301 SITE PREP AND DEMO PLUMBING DRAWINGS ...... .. - -..-...... -... -..... -..... ....... SHEEN VUMSER C401 UTILITY PLAN P100 UNDERSLAB AND GROUND TIER PLUMBING PLAN C701 SITE PLAYOUT PLAN P901 TIER TWO AND THREE PLUMBING PLAN C801 GRADING PLAN P102 TIER FOUR AND FIVE PLUMBING PLAN ;. C901 GTEAND DETAILS P103 TIER SIX AND SEVEN PLUMBING PLAN ,a 0862 NOTES AND DETAILS P4 I ENLARGED PLUMBING PLANS < p500 PLUMBING SCHEDULES AND DETAILS STRUCTURAL DRAW WGS f"f S-001 GENERAL NOTES 5-002 GENERAL NOTES HVAC DRAWINGS H111 NORTH STAIR HVAC DUCTWORK PLANS ;�. l C - �; t: p y �?' }+ S-100 FOUNDATION PLAN H112 GROUND TIER HVAC AND SOUTH STAIR HVAC DUCTWORK PLANS ._ _ . , . .... t _ v. i,,,.,:.. �'-"` S-101 GROUND& SECOND TIER PLAN H501 HVAC SCHEDULES AND DETAILS 5.102 THIRD TIER PLAN S-104 SIXTH AND SEVENTH TIER PLAN ELECTRICAL DRAWINGS 5410 STAIR TOWER FOUNDATION PLANS E100 GROUDN TIER AND TIER TWO ELECTRICAL PLAN PROJECT SITE if:p- 5•ttt NORTH STAIR TOWER PLANS E1tl1 TIERS THREE AND FOUR ELECTRICAL PLAN S412 SOUTH STAIR TOWER PLANS E102 TIERS FIVE, SIX, AND SEVEN ELECTRICAL. PLAN S-201 FOUNDATION ELEVATIONS E401 GROUND TIER ELECTRICAL PLAN ` 5501 FOUNDATION DETAILS E402 NORTH STAIR ELECTRICAL PLANS ''. S502 FOUNDATION DETAILS E403 SOUTH STAIR ELECTRICAL PLANS 5504 STRUCTURAL DETAILS E500 ELECTRICAL SCHEDULES AND DETAILS S-545 STRUCTURAL DETAILS E501 ELECTRICAL SCHEDULES AND DETAILS 5510 SLAB PROFILES AND DETAILS E502 ELECTRICAL SCHEDULES AND DETAILS ...... 5520 STRUCTURAL DETAILS E503 ELECTRICAL SCHEDULES AND DETAILS _ S522 FACADE DETAILS 5530 SNOW DUMP SECTION AND DETAILS FIRE. ALARM DRAWINGS ... S531 STAIR TOWER SECTION CUTS FA500 FIRE ALARM SCHEDULES AND DETAILS S-601 LAP BAR SCHEDULE S-610 COLUMN SCHEDULE AND DETAILS TELECOMMUNICATION DRAWINGS .� S$20 BEAM AND GIRDER DETAILS T500 TELECOM SCHEDULES AND DETAILS S-021 BEAM AND GIRDER SCHEDULE tk' PHOTOVOLTAIC DRAWINGS ' r- „• , . , _,. ` ARCHITECTURAL DRAWINGS PVt00 TIERS SIX AND SEVEN PHOTOVOLTAIC PLAN ` _. A-001 GENERAL ARCHITECTURAL INFORMATION PV500 PHOTOVOLTAIC SCHEDULES AND DETAILS • '�l A-101 TIER 1 AND TIER 2 FLOOR PLANS %kJ '` i �:0 ° A-102 TIER 3 AND TIER 4 FLOOR PLANS �� A-103 FIER 5 AND 7iER 6 FLOOR PLANS A-121 ROOFPLAN A-201 EXTERIOR ELEVATIONS A-202 EXTERIOR ELEVATIONS A463 ENLARGED ELEVATIONS AND PLANS @PANEL GROUPS ,��, A-205 CURTAIN WALL AND STOREFRONT TYPES A-211 BUILDING SECTIONS A-301 WALL SECTIONS `` :. A311 NORTH STAIR FLOOR PLANS AND SECTIONS A-342 SOUTH STAIR FLOOR PLANS AND SECTIONS A•401 ENLARGED PLANS A -4t 1 INTERIOR ELEVATIONS A-501 DETAILS A-502 DETAILS A -SPS DETAILS A-505 DETAILS M566 DETAILS A-601 DOOR SCHEDULE AND DETAILS AG -101 GROUND & SECOND TIER STRIPING AND DRAINAGE PLANS r AG -102 THIRD TIER STRIPING AND DRAINAGE PLAN AG -103 FOURTH AND FIFTH TIER STRIPING AND DRAINAGE PLANS AG -10d SIXTH AND SEVENTH TIER STRIPING AND DRAINAGE PLANS " AG -601 SIGN SCHEDULE AND DETAILS - .. AG -602 PARCS EQUIPMENT HARRISON PARKING t . FACILITY owNER CITY OF IOWA CITY PROJECT NO. 11-0F ISSUE ORCMiGL'[O}NECGHDCIO W.i!mz^.n hA«rsm PC 9 G 4 4 PRELIMINARY' J� GUNSti�iANTS Vari.i�1 Ga�3ultarrt! Structural Engirceer V k P rM !y -rn bnn P N -5 1P �✓2.oF.S U1?G MEDT Eregireer Jestgn Enclrucrs 2E:i1 Prairie Vieux." _n&W �edm Ra{ads. IP. 52hY. z - Civil E!�pirertr ny' No ffi ae Ur: :P C A tzesn E d my d 1M1y Z'Y.ywC T 0 e u de the ±ws n ._. S:cte U) „a .he Sto.e _f T Q T z T T T maH w UMa LAJ eHanawMUA. z HARRISON PARKING t . FACILITY owNER CITY OF IOWA CITY PROJECT NO. 11-0F ISSUE PRELIMINARY' J� - - ---- NOT FOR CONST RUC G b} smy z - h :P C A tzesn E d my d 1M1y d d t R CI Ser d d:ly: i d t' d ,v n e u de the ±ws n ._. S:cte d al. "d graet „a .he Sto.e _f TtPv}J »Y n aCHRJEO_� 5�3 <kA:x"c TITLE SHEET AND DRAWING INDEX maH w UMa uaeH®nwalD�. eHanawMUA. H,.�r_traaa� ' . s :ova•ae a txx aea o• s aceta o. eL q nz zee __--_ -__ ".s " ' :xx x: e-ta-a.•rae ' tt s see �.a y .. --... -. - ... .. .. -.- ......... ........ ......... ...... .. - -..-...... -... -..... -..... ....... SHEEN VUMSER aRUYrEcr aF necorto HARRISON STREET PARKING FACILITY CODE ANALYSIS emurnw:n GENERAL INFORMATION w _ �cvaiar scram; size :, fcky, in» _r.. t, PROJECT DESCRIPTION �x?s xu+.>s;s A new 7 -story open parkfmg garage. '13 eh Avv'aie : Sste 29 APPLICABLE CODES 1_ so3fa 2009 international Building Code 2009 International Mechanical Code 2009 UniliPlumbing Code. as amended 2009 internatianai Fire trade cONsu0exr5 2009 International Fuel Gas Code 2009 National Electrical Code• as amended veers,C s lta u stuct-i Gid Basic Information vr- aar>nng a,.,s„r.,,rs torn s-rytn:-.,Ya;-s,N�kar, New..^,onstruation 194,540 GSF . rnN 55-zts Construction TypeEB �a9t1� Orcapancy Groups 82 Chapter 1 - Scope and Administration "dEen end'»" All :: rb�wtvacibrs' 11 naiad to apply for and one") the own spai Pont,;;,- ° 9 e , s of plans including plan rev.e,a comments .s to e n , 3 sae and be available io the building inspectors. 1 =Ins din a � � si kept the job �- " "in ins o An P e.i F '" n .�. v . __ .•-`""-"r`""`""' "'-""'"; w..�... .,........ 00,_00.-.�... -.. - - . _ -- j f proved Definitions S� . 11 IBC 2009 civil Eng Chaer 3 - Use and Occupancy Type S2- Parking Garage {open and encloser} 194,540 GSF311,9 n0Y GY - y v S th Chapter 4- Special Detailed Raq (lament Based on Use and OccupancyC, + 0000 is 0000.. _0000. ; _ K 40 i 2.7 MI%f;d CixCUpdnCy Sepdr 31 bn Parking garages Shall b2 separated from a:her-I picySes in aeC:G'ddn<:f Y ih Sf-Chan 5Cp.1 .__ $2G S24 00.00 ;i. S^6 �,., S22 +{:: 0000. 52Q 0000. , 524- _. 0000_ S26 S Y 000 0 S.?0. 0_000. S24 0 0 00. -... c `i' " a2G " (; 406,33.1 Openings For na4tral entii Ifon pu`p:ses, :he eza:-' :de: of the st-tc.u-e Shari bare uti Forr*tly:T t 6uted opo 'rig on iwro o rc e srtles The area cf say e t'. g . -n e e, IIS an a tie must be at least 20% of total mere ax area of each tier. The aggregate length of the openings wns:derad to providing natural ventsistion shat. wnstitute a miry min f 40', of the per: nater , __... j (} - _____ - 0000.-- }2 - ... i ( '' ,,_r tie. Interior we is hal. h a t as 20. e. 2h f ly distributed ops mg, Exception: {spent.. . are not required to he distributed over 40 percent of the building perimeter where the required f:_ 0.000 "- t off-' g. are yd'sbile.ed :r.e t»•a o,,acirtg .des f:fti,ebitdim- ..... ZI 406A Encosed parking garages. 406 4 c Vent::anon A mechanical •anlation s>5te, shall be provided sn accordance w th the ht Mechanirak (-.do. Chapter 5- General Building Heights and Areas Basic Ailowabte Type S2 Occupancy, Type I -B- i- s, Un:mded area per Sher ;Table 406 3.5) i t BuildingAre as EI �j Level -13?49 GSF F 1_eve11 33847 GSF 7 GSF vevei'1 rr F twel 33 z GSF .. 51( 6 0000 c10 i ,.y4 -•---348 .Si,.- -- - Level s 33947 GSF SIC, .i S40 ! r S, up `" 'Sim 5.:0 a, �_ Sac; - Level 11956 SF Tota: 194,540 GSF z Chapter 6- Types of Construction nae Cori Typ t3 Park ngG 9 StrJM2F Ratings 3bie 601) :Y'tei 3 Str ug1 ce F aincluding otum lst girder, 8;r.- 2 1 0 hr 111 t(7 B 2 hr n hr 4 BF.r1hljW.11, Inl-rur 2h- 0 i } Nanbeanng war s & Ga errs Exte e 0 h• N t ,3 xF t'.,i.,-1 [ o Ch' t ,r F oc C n 1 ucGr hi suP 1 iy sa^is & hoists 2 hr 0 It Root Construction including Supporting beams & joists 1 Px 6 hr Fire Resistance Rating- Eztenor Wallis (Table 6021 Type 3-B, F - $ Err. vi - S7.2 SS SS2 , S�t6 >5 10 t Y-. -� -i''., I- -S"4 0000.. S20 S24 S20 >tfl 30'1 nr_IS% 52.E v{ �:. f 0 011'r (d) Open ,.ark ng garages •rrc.,l, w hci c•r 4G9 aha' n t:, req,.:rc3 io hdvc a lire rn '::a �, rail :;� " r aeoaEc Name «, Chapter 7 Fire and Stroke Protection Features HARRISON STREET �. .. - {' No F e4 Opaei,rg Requirements ed unueeted cpf:, -r>a ,. Pei �e L n 7G5 8.1 a (rept-n 2 111dingS Wita$e Bxtetll! bea(;t1g lYa1,S. exie`ibr r};nfSeanri',j 4VaiI, altd exte IC. v":r'l3rY Su..ia(a 1 Shia a"e 'tG? _ ragU fed :J he fire ee:stance rated she: be permitted to PARtrCINO FACILITY. hate uni' i.ed unpoected ope n.r. Table 705.6(g) the area of operwrgs :a an open parking structure i1h, a Ere s_parei Jista oe of 10 Feet o gleaner shai -1b, lm,;ted Chapter- Fire Protection Systems usl ;'e -3' t td :xis Class:fed as e iE d '... accordanca ;with Section 406" 0 - 1 J ip S-2 encicsed parking g yes An autcrrat:c sp ,ssysten brooded zIgi c parking 9. I. W ,ore the bre area ;f the txaritng garage exceeds 12,000 square feet. (flu'idry area=13,349 SP, 121,100 :, f_) garages 0 1A NFPA 13 p ys L s tg . J isan: ti vde' y th t to.cl g, ,wi o•, the e f ec rpti th-gm. autartabi sp`nkfer systen, n aa:ar is a th this .-_-- --- C2,_ LVL6 CODE PLAN LVL5 CODE PLAN 3 7T7C4 LVL4 CGDE PLAN - ec n 5 rmkiessralkbe installed throughout Iaccordance w0NFPA13except asprovidedruSecton9u.;11.1, Class E man'.1 a iR esaar ripe. section 90531 Exu=� rn2 •_2 = 1'dt' Yt32" P 0". it32" =1'-0' Location _f Qass E stn ciP pe hose connections a. every required stairway per 905A Portable Fire Exgnguishers 906.1 Where Required. Po :able lire ext+nguishrars snail no insisted in the following'bcat;ons. 1. In new and existing Gmim A, B. E.F,H.I,M,R-1,R-2.R-4, S oa:upancies. 906.3 Size and Distribution Table 906.3(1) maximum Travel Distance == 75(1 Maximum floor area Far exii,rg;eisher 11,250 s1 Chapter to- Means IF Egress 1004.3 Posting fibccupanl la d. Every room witty an essem k ly occupancy a,rali have the <r' pan[ toad pasted. Design Occupant Loads ISect en 1J 4) 10041: S2 -Parking 1 rival 1 13349 SF 12C0 SF 67 52 Parking Levet 2 33847 SF i 200 SF = 170 52 Pa 'ng eve:3 33847 SF 200 SF 170 .. S7 Parking -eel 4 33847 SF 200 SF i 70 S2 parking '.yet 5 93847 SFr 200 5F Y 70 S2 Parking y poet 6 33547 SF; 200 SF = 170 S2 Pa if 'el 7 11956 SF 1200 SF = 60 c Total Occupants (Park g) - 977 � - -% Egress Widths (Section 1 100. .1 is r �TMyb " Seeersadf at .„ans. Ali egresod:, eq amesesi�e,. h ttp (r i -- "' '4 � � 930 9 dnrnn raga red egress vi dth Sia -ay,, "I inches 41th per o ,apo„{ See drawing diagram Other E9 Ess Cor poienis 20 in hes ev dth bei occupant See drawing diagram. gC. r R. p.(i;Fcbon10IM 3. ' - I � {� � 11 1G 4 Jeri to E. T{t { Se fur a Y _aT 5'tali ne G n Las axr^ M. S20 $24 '�Q cJ2x. -PPPI 1. ,, . '� 101 1 WIdt ah 101 ..o HafhirdA Rar'i{SS w 'r 3 f e g pate t.wn ti 1n,31eS.,:lali have ha rdri.S on trot's sides Ffartdrdt 5 s9aki c<amptly'N:. Sac:.cn 1072. S:,S } 0000 S2'2 t 528... .>< .. Sin _ I S2:i �' 0000 7 - ' E.4AccessTravel D to ce (Sellil, lel ) 0000 0000. 0000 - .. 1016A. Trevai Distance Limitations - Occupancy S &Yt (t.+: sprit kfcrtc) uia " dis;anca. {245' 9.3"atesi frauet.„rsPp.x._r 1 ' ' 33 0000... - -- 0000 i NIER ITh O>= IOYl1Fe CiTl' CITV x _. t CODE PLAN LEGEND ._.'----- �, - 3x.w _ [t- - ( ..-'-.... i.,.__... _^^V, DESCRIPTION SYMBOL DESCRIPTION NOTE s Me X10 ,. { ._._.._... _ _ - - �. a r FIRE # FIRE EXTINGUISHER CITMPiV WITH IFC906 1HR RATE6 SEPARATION i NST FIRE RESISTANCE RATED rsstr H JllR RA'F6 DOOR ASSEMBLIES (UNO) ..E IES wvrtaN ( j FEC FIRE EXTINGUISHER ED C, FRE & SMOKE DAMPERS. • j _ L CABINET M s s� s s! 2 HR RATED SEPHRA`.ION 2 HOUR FIRE RESISTANCE RATED 1 e <.. , .,..rs ac ;i.n'v'oct:uaavls „ li •'" - - - NUMBER OF ADVANCING CONS RUT, ION 1 AS5EMB EES' `U.JO; 0000.. i OCCUPANTS EHOUR KE DA PERSDOOR FRF &SMOKE DAMPERS. i s • ® 3 HR RATED SEPAPA?EON 3 HOt1R FIRE RESISTANCE RATED OF TRAt1Ci. IRF.,"i'3NYf�VEL CONS RU TION 4 2 3tOf1P RATED DOOR ASaE'•ABLtES {UNUI DISTANCE FIRE& SMOKE DAMPERS. ¢, XX' 0000... i � / ® 4 7 RAVEL PATH _. ..... } ....... ... " 0000.. --4 pp c% .......... ....... .- 4 g 0000... ............ € OCCUPANCY SPACE TAG l $21 ' . - SQ. F-. OF SPACE C .. NUMBER OFCA.CULA7EC OCUPANTS '. 524 SZIS _ I7 S7.4' S2a ' t -- OCCUPANT LOAD FACTOR ,i Li tri ,(i " (SU. F" PERSON) .. 0000 0000.. r' 9 [� PRELIMINARY l Y MEANS OF EGRESS DOORTAG _ :OSA NUMBER OF -- ... `. 11 ... k f X7X OCCUPANTS EXITING CAPACITY OF EXIT FOR NOT CjIC�N L L. : { u - hXX X.x ELEMENT -AQUA EXITWIDTH T (,INCHES? stteET wntE CODE INFORMATION '�% LVL3 CODE PLAN A2- _.__. A3 LVL2_CODE PLAN _ _--_, A4_LVL1-- CODE PLAN- _ _ SHEET NUMBER E4 Do z EO. 2 a U m EpSttNG Si( GUPB MTAKE 0 10 20 40 SCALE IN FEET ___ Pcc wuK PLAN - EXISTING SITE CONDITIONS LEGEND ARCHITECT OF RECORD Nu—n MoRR96 PC ME-0.11W.— 21E-0.11W.S6061I— CRY. b 52240 I- UTILITIES T319.338.7878 �" CABLE LINE - UNDERGROUND 418611, AVWfuef SW42U9 ` --- -- LIGHT CIRCUITING -UNDERGROUND T51s.339.7NO�0 ti. � „pami UNDERGROUND TELECOM CONSULTANTS GAS MAIN Va nCon SuAl SCuutuni Elgingat SANITARY SEWER wwif P-" 0ai� 1660 6 Higirxay 1 W, Suib424 >---- >--- >— >-- STORM SEWER u�.reeaala. NR 55416 WATER MAIN 952.595.9118 SEPT E.0k.. CHAIN-LINK FENCE DIP EPcmeel4 6801 Rgx&''IA 204 CutlarRapibs, fA 52AI14 GUY WINE Q TELEPHONE PEDESTAL a19.641.19aa LIGHT POST bnrve-Heftr Q VAULT BOX 2634 Na tg Dt 0 UTILITY POLE baa CRY, I-52245 319.354.3040 D DOT CURB INLET z FIRE HYDRANT pQ VALVE CURBINLET 0 WATER MANHOLE INTAKE-CIRCLEwo CHz UNKNOWN MANHOLE � INTAKE -RECTANGLE Q DRAINAGE MANHOLE INTAKE - SQUARE 0 Q ELECTRICAL MANHOLE PRD ROOF DRAIN OS SANITARY MANHOLE E UTILITY END CAP OP`s POST INDICATOR VALVE 0 TELEPHONE MANHOLE 0 FOUND IRON ROD Eq HANDHOLE z GENERAL SITE EXISTING STRUCTURE DECIDUOUS TREE �Gp GUARD POST/ BOLLARD CONIFEROUS TREE SINGLE POLE SIGN LANDSCAPED OR BUSHY `}7 AREA W SHRUB CP -1 SURVEY CONTROL POINT ABBREVIATIONS ACC ASPHALT PVC POLYVINYL CHLORIDE PIPE ARAN ABANDONED RCP REINFORCED CONCRETE PIPE DIA DIAMETER REIS RIGID STEEL DIP DUCTILE IRON PIPE RJ RESTRAINED JOINT DW DOMESTIC WATER DIP DUCTILE IRON PIPE FOFIBER OPTIC ROW RIGHT -0F -WAY FW FIREWATER SAN SANITARY SEWER IS INVERT ELEVATION SMH SANITARY MANHOLE LF LINEAR FEET STM STEAM MH MANHOLE STRM STORM SEWER MJ MECHANICAL JOINT TELU TELECOMMUNICATIONS OE OVERHEAD ELECTRIC TEMP TEMPORARY PCC PORTLAND CEMENT CONCRETE UE UNDERGROUND ELECTRIC PL PROPERTY LINE WATm WATER MAIN EXISTING CONDITIONS NOTES 1. THE LOCATIONS OF UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS PLOTTED ON THIS DRAWING ARE APPROXIMATE ONLY AND WERE OBTAINED FROM RECORDS MADE AVAILABLE TO SHIVE-HATIERY,:INC. THERE MAY BE OTHER EXISTING UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS NOT KNOWN TO SHWE-HATTERY, INC. AND NOT SHOWN ON THIS DRAWING. THE VERIFICATION OF EXISTENCE OF, AND THE DETERMINATION OF THE EXACT LOCATION OF, UTILITY MAINS, STRUCTURES AND SERVICE CONNECTIONS SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR(S). 2. NOTIFY UTILITY COMPANIES WHOSE FACILITIES ARE SHOWN ON THE PLANS OR KNOWN TO BE WITHIN CONSTRUCTION LIMITS OF THE SCHEDULE PRIOR TO EACH STAGE OF CONSTRUCTION. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT CRITICAL LOCATIONS TO VERIFY EXACT HORIZONTAL AND VERTICAL LOCATION. 4. IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ONE -CALL 1.800-292.8889, NOT LESS THAN 48 HOURS BEFORE EXCAVATING, EXCLUDING WEEKENDS AND HOLIDAYS. 5. NOTIFY THE APPROPRIATE GOVERNING AUTHORITY 7 DAYS PRIOR TO BEGINNING CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY. THE CITY OF IOWA CITY SHALL BE THE PUBLIC AGENCY RESPONSIBLE FOR INSPECTION DURING CONSTRUCTION OF THE PUBLIC PORTIONS OF THE PROJECT. 8. THE MEANS OF THE WORK AND THE SAFETY OF THE CONTRACTOR'S EMPLOYEES ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. 7. NO WORK SHALL BE PERFORMED BEYOND THE PROJECT LIMITS WITHOUT PRIOR AUTHORIZATION FROM THE OWNERS REPRESENTATIVE. 8. A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO COMMENCING WORK. S. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF IOWA CITY STANDARD SPECIFICATIONS, LATEST EDITION. 10. PROVIDE TRAFFIC AND PEDESTRIAN CONTROL MEASURES (SIGNS, BARRICADES, FLAGGERS, ETC.) IN COMPLIANCE WITH PART VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST EDITION AND THE CITY OF IOWA CITY STANDARDS. 11. PROTECT EXISTING UTILITIES DURING CONSTRUCTION. 12. MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT THE PROJECT DURATION. 13. CONTRACTOR SHALL REFER TO BUILDING PLANS FOR BUILDING DIMENSIONS, STOOP SIZES AND LOCATIONS, AND BUILDING UTILITY ENTRANCE LOCATIONS AND ELEVATIONS. 14. SITE CLEAN-UP SHALL BE PERFORMED ON A DAILY BASIS. SIDEWALKS, PARKING LOTS, ROADWAYS, ETC. SHALL BE KEPT CLEAN AT ALL TIMES. 15.. ALL OPEN EXCAVATIONS SHALL BE PROTECTED. 16. REPLACE ANY PROPERTY MONUMENTS REMOVED OR DESTROYED BY CONSTRUCTION. MONUMENTS SHALL BE SET BY A LAND SURVEYOR REGISTERED TO PRACTICE IN THE STATE OF IOWA. 17, REPAIR OR REPLACE EXISTING FACILITIES (CURBS, PAVEMENT, UTILITIES, ETC.) TO REMAIN, AT NO ADDITIONAL EXPENSE TO THE OWNER. 1B. WORK WHICH DOES NOT CONFORM TO THE REQUIREMENTS OF THE CONTRACT WILL BE CONSIDERED UNACCEPTABLE. UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTME MATERIALS, DAMAGE THROUGH CARELESSNESS OR ANY OTHER CAUSE, FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED AND REPLACED IN AN ACCEPTABLE MANNER, AS REQUIRED BY.SHIVE-HATTERY, INC. AT THE CONTRACTOR'S EXPENSE. WORK DONE CONTRARY TO THE INSTRUCTIONS OF SHNE-HATTERY, INC., WORK DONE BEYOND THE LINES SHOWN ON THE PLANS OR ANY EXTRA WORK DONE WITHOUT AUTHORITY WILL NOT BE PAID FOR. 19. THE CONTRACTOR SHALL PROTECT ALL TREES SHOWN TO BE SAVED ON THE PLANS. CONTRACTOR SHALL ERECT FENCING AROUND TREE AT THE DRIP LINE, UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR PARK OR TRAVEL WITH ANY VEHICLE UNDER A TREE. PROPERTY INFORMATION ADDRESS: 175 E HARRISON ST PARCEL: 1015206008 PROPERTY SIZE: i.It AC CURRENT ZONING: P2/CB2 PROJECT NAME HARRISON STREET PARKING FACILITY OMMER CITY OF IOWA CITY 410Ew.0 g -St lows CRy. Ims $2240 319-3566000 PROJECT NO.— ISSUE matAMex4 moxson ac w�lm4 ama.e�lovuea�,r,�ar,,nwe�a,t.+Kw ua,ama- PRELIMINARY NOT FOR CONSTRUCTION SHEETNAME EXISTING SITE CONDITIONS SHEET NUMBER C-001 �" ti. � „pami OMMER CITY OF IOWA CITY 410Ew.0 g -St lows CRy. Ims $2240 319-3566000 PROJECT NO.— ISSUE matAMex4 moxson ac w�lm4 ama.e�lovuea�,r,�ar,,nwe�a,t.+Kw ua,ama- PRELIMINARY NOT FOR CONSTRUCTION SHEETNAME EXISTING SITE CONDITIONS SHEET NUMBER C-001 E N z V1 ■ ACC 0 10 20 40 SCALE IN FEET \ EKSTAI6 STORM \. CURB INTAKE \\\\\ CLOSED YIi wms,ewwwara ,` ®i WALK --. EXIST" STORM MANHIXE RIM ELEV. 888.58 .. - PCc WALK ... ..... --. _- _.-. ... _ -. INY. NEST 853.38 883.18 • _... hi A_- '$ __. __ - PCC c.Po pw Y"• y__ Pcc waL K REMOVE AND RELOCATE EXISTING STOP SI Iffl . 68a14 ' ---' INY. Nt3T =880.59 --�- - -""_-' SAWCUT AND REMOVE CURB REMOVE EXISTING FIRE HYDRANT. -. REMOVE EXISTING 4xv. N.W. = 884.54 NO PARKING SIGN SECTION FOR NEW DRIVE INN EAST- -4 PROTECT REMAINING WATER MAIN HARRISON ST SIDEWALK =^ (CONCRETE SU ACE) sn�NGE 1 6M WRe INTAKE (ASPHALT SURFACE42 FOR RECONNECTION. CLOSED ._ISDN siREEi REcoNE_cT. By OTHERS --^V EJls- STORY MAMfvk£ 'EIS w STORM INTAKE M \ WV. NEST It PCP= 883.88 PoM ELY _m.. AMM ELEY.- 88AT0 NNavN+uwMafl -NG STS STAKE E]IISRNG INV. EAST 1R• RCP= BBJ.46 INY TH = BB233 INY. SWTN 10• PIC= 68&58 RIM 6EY.e INV SWTHi n 8823369283 MV. EAST it RCP= 6BS-36 mv. NEST 12' RCP= -SE W PARKIN INY. SWT' 12• INV. EAST 12' RCP= BB9.46 •• •• ••• •• - 2'GAs STORM ` ,�I REMOVE SIDEWALK, TYP. - / t 2pi GAS- 2 2db GAs ' - - L . -_ -.. - .. _-_ ___ �. __ ..'. .. , �NED.).F 4•.HOP....................'................• .... sTO, G .......... . .PCC .N'NK.....S1ltR 4GN........... IRMM WE.. EXIsn G STORM RB INTAKE! - - NRdElev.= BBT CLOSED AIV NORM iT 889.90 EKSPNG CHAIN LINK E%SRNG STORM Mwa CONSIRUCTtOtJ iENCE MANHOLE Y°'mNOI NIM DEI. + 88515 e1 REMOVE SECTION OF REMOVE EXISTING FIRE sMt 43 PCC ALLEY FOR HYDRANT. PROTECT SANITARY SEWER REMAINING WATER MAIN INSTALLATION FOR RECONNECTION. i /��VCEC wnnR case Nem9e� .... (r/ • ¢ SEANCE „e WATER NANi AR DaNEo _cmlc LIN s NEW MID -WEST -.•+- ONE BUILDING BURDING o-EAD ABANQwEQ M-_ EXISTING CHAIN LINK PROTECT EXISTING CONSTRUCTION FENCE TO REMAIN ExiSnNG SAINTAN YA- _ • .. • . SANITARY MANHOLE � RIM ELEY.= BBA{( INN SOUTHNI IEST BB• CtA = 88241 ...\ • ..•. II h 1 -1-'B• SMIITARY 1 -'-/-- PCC ABANDONED SANITARY SERNm N 518(523 5. CLRiTON ST. PCC PARKMG LOT ..... . ...... ...... :.'.' f.' R':.':.•..'..'.'.':.':...':.'.'.'.'.':.'.'.''.'.'.'....... ...... ..... ..... ....SQAE .w...................... M11515A-I ELAM 20B Dab Manan, Iowa 50309 T615339.7600 . ............ ...... .. .. .......... . . .......... ....... ......... :.0 .. ..........'.... W .. .. .. .. .. .. O¢STAic SAMTARr YANNgE = 669. INY. SWtH iff P19VC INTAKE ............ . ...................... - ...................... . ...............45PHKE ............. ................SURFACE.... . Dea9n EngineaTe Cod Premie VNW9 Ln 04 CetlM RePids.lA 52960 INV. NORM 3• PVC = 881.19 i EKsnxc EXISTING CHAIN LINK ..�..'...:.':..'........ .. .: ''.'.• } 4 CONSTRUCTION FENCE • PCG ...... It GATE TO REMAIN y.--Trcd6sTn6cn6xFv1GE.. • • • ..y j szB s. wNroN sr. MID -AMERICAN TO REMOVE POWER POLE AND CONNECTED OVERHEAD ELECTRIC LINES PCC -KING LOT 530 S CLNTrei ST. 114 EAST PRENTISS ST, REMOVE PCC RETAINING / WALL AND FOUNDATION -/ PCG WALK REMOVE AND RELOCATE SECTION OF CHAIN LINK CONSTRUCTION FENCE ALONG NEW PROPERTY LINE CRA55 ONCE BtHLDMG DENQDVED ............................. y .. .............. ............. ':. L..'.'.'.'...'.':.'.'.':.'.'.'.':.'.:':.'.':.................. • ..... . ...... ...... :.'.' f.' R':.':.•..'..'.'.':.':...':.'.'.'.'.':.'.'.''.'.'.'....... ...... ..... ..... ....SQAE .w...................... M11515A-I ELAM 20B Dab Manan, Iowa 50309 T615339.7600 . ............ ...... .. .. .......... . . .......... ....... ......... :.0 .. ..........'.... •.'.':..'.'.'.'.'..'.'.E%STING• .... . ................. ItXIM - .. .. .. .. .. .. ....................t...�.. .... cew:NERE• . .... �.... ...... . f�'T fit+c..... ' . .. ..........HANDICAP ............. .. .......... PARKING STALLS ........ .. INTAKE ............ . ...................... - ...................... . ...............45PHKE ............. ................SURFACE.... . Dea9n EngineaTe Cod Premie VNW9 Ln 04 CetlM RePids.lA 52960 ❑ _; i EKsnxc 2334 N.V.W a a. ..�..'...:.':..'........ .. .: ''.'.• } 4 NO PARMNG , • PCG ...... It y.--Trcd6sTn6cn6xFv1GE.. • • • ..y j IC TEtEPtWNE STRQCiURE INGRWND z ......... ........: y ........ .... ............. .. .. + .................................. .. ............. PARKING LOT .. .. y .............. .PARKIN tfit4LF't'..... ..... ............ . ... .......... G.. ... . ...................... .. .. y ........ .... ......... ..... ... • y EKsrN+c IMAM •LAK .... . "CON.,IAUCTION'RNCE" """' • . i ' Nv. N.E ts• RCP = 619x3 y yi :: •:::AeArgw+Eil.uaHi ax6ui�.':..: .• ......... 11. 140.1 tVll.R4 tT'I�Md1.. GRASS QNCE -SE DEMO RH D CC NETAINING WALL de' 1 .......... ............ '.'Ns"Y' m'P/T.... '.':.'.'.'.': : ..DIM PINT, BBD.34 .. 6 . '.. dNV.6AST. e'.PVG +818.84 ... • - ,:I' -• 6Ta.09 ...PARKRG LOT. SiMPNG ..''. . TREE PROTECTION FENCE, TYP. YP.. • ' INV A4ItAtT.O T ER ii .,.. • REMOVE STORM INTAKE Ins M11515A-I ELAM 20B Dab Manan, Iowa 50309 T615339.7600 TREE CONSULTANTS PCC•walc.................. EKSTING .'2.1 ... ........ PCB :.. ........................ DP WATER MAIN Dea9n EngineaTe Cod Premie VNW9 Ln 04 CetlM RePids.lA 52960 ❑ _; EXISTING EKsnxc 2334 N.V.W a a. MANHOLE NIX' NO PARMNG , WAL It CLOSED IC TEtEPtWNE STRQCiURE INGRWND z TA. 2V 8" z AN 04P WA DIP SAG TER MN _TN. ST- TMANHOLE nCQl958 CART - PRENTISS ST. EXISTING STORM MANH0.E RR9 EL _ 57a.33 SAWCUT AND REMOVE { PHALT SURFACE) IN SIAM 1S• RGP = 614.43 SECTIONS OF PAVEMENT IN Nv. N.E ts• RCP = 619x3 PRENTISS ST. FOR WATER CONNECTION, TYP. REMOVE TREE TREE PROTECTION FENCE, TYP. PCC WALK PLAN - SITE PREPARATION AND DEMOLITION TREE PROTECTION FENCE, TYP. SITE PREPARATION NOTES 1. PROTECT ADJACENT PROPERTIES DURING DEMOLITION. 2. DEMOLITION LIMIT LINE IS THE EXISTING PROPERTY LINE UNLESS NOTED OTHERWISE. 3. MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT THE PROJECT DURATION. 4. PROVIDE WASTE AREAS OR DISPOSAL SITES FOR EXCESS MATERIAL (EXCAVATED MATERIAL OR BROKEN CONCRETE) WHICH IS NOT DESIRABLE TO BE INCORPORATED INTO THE WORK INVOLVED ON THIS PROJECT. NO PAYMENT FOR OVERHAUL WILL BE ALLOWED FOR MATERIAL HAULED TO THESE SITES. NO MATERIAL SHALL BE PLACED WITHIN THE EASEMENTS, UNLESS SPECIFICALLY STATED IN THE PLANS OR APPROVED BY THE ENGINEER. DISPOSAL SITES MUST BE APPROVED BY THE ENGINEER. CONTRACTOR SHALL APPLY NECESSARY MOISTURE TO THE CONSTRUCTION AREA GN AND TEMPORARY HAUL ROADS TO PREVENT THE SPREAD OF DUST. OFF-SITE DISPOSAL SHALL BE IN ACCORDANCE WITH THE APPLICABLE GOVERNMENTAL REGULATIONS. 5. ONLY STAGING AREAS WITHIN THE CONSTRUCTION LIMITS WILL BE AVAILABLE FOR CONTRACTOR USE. _ 6. KEEP ADJACENT STREETS FREE FROM SOIL AND DEBRIS GENERATED BY THE PROJECT. CLEAN SOIL AND DEBRIS FROM THE ADJACENT STREETS ON A DAILY BASIS. 7. DURING CONSTRUCTION, CONTROL DUST SPREADING FROM ALL WORK AND STAGING AREAS. 8. REMOVAL OR ABANDONMENT OF PUBLIC UTILITIES SHALL BE FULLY COORDINATED WITH APPROPRIATE UTILITY SUPPLIER AND REGULATORY AGENCIES. FOR SANITARY AND STORM SEWERS, CONTACT DAVE ELIAS (8878106) AND FOR WATER MAIN, CONTACT ED MORENO (356-5162). 9. ANY EXISTING FACILITIES (CURBS, PAVEMENT, UTILITIES, ETC.) THAT THE CONTRACTOR'S OPERATIONS DAMAGE SHALL BE REPAIRED BY THAT CONTRACTOR AT THEIR COST. 10. REMOVE ALL DESIGNATED STREETS, DRIVEWAYS, ETC. IN ITS ENTIRETY. BACKFILL ALL EXCAVATIONS WITH COHESIVE MATERIAL COMPACTED TO 95% STANDARD PROCTOR DRY DENSITY (ASTM D698). BACKFILLING OPERATIONS TO BE OBSERVED AND TESTED BY AN INDEPENDENT TESTING LABORATORY EMPLOYED BY THE OWNER. 11. WHERE A SECTION OF PAVEMENT, CURB AND GUTTER OR SIDEWALK IS CUT OR OTHERWISE DAMAGED BY THE CONTRACTOR, THE ENTIRE SECTION SHALL BE REMOVED AND REPLACED. PAVEMENT, CURBS, GUTTERS AND SIDEWALKS SHALL BE REMOVED A MINIMUM OF TWO FEET BEYOND THE EDGE OF THE TRENCH CUT AND TO THE NEAREST JOINT. 12. SAWCUT EDGES OF PAVEMENT FULL DEPTH PRIOR TO REMOVAL TO PREVENT DAMAGE TO ADJACENT SLABS AND FDCFJRES. 13. REMOVAL AND DISPOSAL OF EXISTING TREES AND SHRUBS WITHIN CONSTRUCTION LIMITS SHALL BE INCIDENTAL TO THE GRADING PORTION OF THE PROJECT. STUMPS ARE TO BE GROUND TO TWO FEET BELOW FINISHED GRADE. 14. EXISTING FIELD TILE LINES ENCOUNTERED IN THIS PROJECT SHALL BE REPAIRED BY THE CONTRACTOR IN ONE OF THE FOLLOWING WAYS: A. CONNECT TILE TO THE NEAREST STORM SEWER. B. DAYLIGHT TO FINISHED GROUND. C. REPAIR TILE AND MAINTAIN SERVICE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IFA TILE IS. ENCOUNTERED AND SHALL INDICATE THE METHOD OF RESOLVING THE CONFLICT THE ENGINEER SHALL APPROVE THE PROPOSED METHOD. THE LOCATION OF THE FIELD TILE SHALL BE RECORDED ON THE CONSTRUCTION RECORD. LEGEND EXISTING PAVEMENT TO BE REMOVED PROVIDE ORANGE CONSTRUCTION FENCING DURING WORK OUTSIDE OF CHAIN LINK FENCE LIMITS, TYP. REMOVE EXISTING UTILITY O REMOVE EXISTING SITE FEATURE fiYffOf- REMOVE WALL/CHAIN LINK FENCE REMOVE AND RELOCATE 0 e- NEW CHAIN LINK FENCE SECTION ALONG SECTION OF CHAIN LINK PROPERTY LINE. SEE DETAIL 10 & 11/C-902 CONSTRUCTION FENCE ALONG NEW PROPERTY LINE REMOVE STORM INTAKE AND M Ii ORANGE CONSTRUCTION FENCE. DRAIN TILE LINES SEE DETAIL &0-902 -O-D- PEDESTRIAN TRAFFIC CONTROL SIGN REMOVE TREE, STUMP AND ROOT SYSTEM TO 24" BELOW FINAL GRADE REMOVE REMAINING PARKING LOTPAVEMENT - REMOVE ABANDONED LIGHT CIRCUIT o TREE PROTECTION FENCE. SEE DETAIL 91C-902 PEDESTAL REMOVE SIDEWALK, TYP- CLOSED AHEAD wma.F.wNanxor C ARCHITECT OF RECORD REMOVE STORM INTAKE Ins M11515A-I ELAM 20B Dab Manan, Iowa 50309 T615339.7600 AND 15' PIPE CONSULTANTS I EKSTING .'2.1 3) t HDPE IC t£IECW 952.595.9/18 MEPT Engf.- DP WATER MAIN Dea9n EngineaTe Cod Premie VNW9 Ln 04 CetlM RePids.lA 52960 PROTECT EXISTING STORM EKsnxc 2334 N.V.W a a. MANHOLE No -c 9GN z WAL EXISTING an a CLOSED IC TEtEPtWNE STRQCiURE INGRWND z VdAEAD I 0 8" z AN 04P WA DIP SAG TER MN _TN. ST- TMANHOLE - MM ELEV= a ' RCP V. EAST - BT 4NV. S.W i5' S, RCP RW - 6-1.1.18 1, - �} } - - - n - - - �- - PEDESTAL REMOVE SIDEWALK, TYP- CLOSED AHEAD wma.F.wNanxor C ARCHITECT OF RECORD NaYnMnn M9tM9n PC 221 EW College SUeat l Suite 303 bwe CRY, bee 52140 T 329.338.TBT3 Ins M11515A-I ELAM 20B Dab Manan, Iowa 50309 T615339.7600 �. CONSULTANTS I PNrNttp OwlwBalmstraeNMm Engineer Meeker Pawag ConwRaeAs 1ee0 S. Higirwey 100, Bulb 429 Mlnnseols, MN 53916 952.595.9/18 MEPT Engf.- Dea9n EngineaTe Cod Premie VNW9 Ln 04 CetlM RePids.lA 52960 318.541.1944 CMI Eal- SfilvtrHeSBy Gil fN.a� 2334 N.V.W a a. -T Iowa CRY, Ips 52245 319.354.3040 z m. 4 0 z 0 x z z W Z PROJECT NAME HARRISON STREET PARKING FACILITY OWNER CITY OF IOWA CITY 410 E WNWngIIn St Ips City, IOWA 52240 slsas63aao PROJECT N0.13.006 MUS EUM4MI Mc- "c UnwNmNM ngyiM, d¢VunawrNndbn•BUUM1wftlen Pa.HMIm+W xw,aww,MwlwnPCMPa,am4. PRELIMINARY NOT FOR CONSTRUCTION SHEETNAME SITE PREPARATION AND DEMOLITION PLAN SHEET NUMBER C-301 SBmn,67 } www ,3 Gil fN.a� -T m. OWNER CITY OF IOWA CITY 410 E WNWngIIn St Ips City, IOWA 52240 slsas63aao PROJECT N0.13.006 MUS EUM4MI Mc- "c UnwNmNM ngyiM, d¢VunawrNndbn•BUUM1wftlen Pa.HMIm+W xw,aww,MwlwnPCMPa,am4. PRELIMINARY NOT FOR CONSTRUCTION SHEETNAME SITE PREPARATION AND DEMOLITION PLAN SHEET NUMBER C-301 PCG WALK INSTALL STORM MH #1 CONNECT 8" WATER TO ON EXISTING PIPE EXISTING WATER MAIN CONNECT B° WATER TO EXISTING WATER MAIN HARRISON ST. E%ISnNG 81CRM R. INTAKE-- HARRISDN SniEET RECON9TRUCnIX1 � (C CRETE SURFACE) GllT EtEY.® 88842 DIV. NEST 42' RCP- 8&1.88 ExI E S IRE TAKE TELECOM HANDHOLE #1 DIV. EAsr Tz' RCP- 927].46 I. RIM EDUT- 686.]D PW RM EMG S 8B INTAKE INV. SWm 10' PVC® 886.58 NIM ELEV.- 88).10 INV EAST ,Y RCP- 88.5.38 INV. NEST 12" RCP- 88466 INV, SDUTH 12RCP- 884.88 INV. EAST 12" RCA= 684.48- >----tr- I i; -_. ri +`•' - xa` .... �__ -_- wow r eat As -_..._a _F F - __ - ° z• eat As _ - __ PCC WALK = / CENTURY ilNK IELECtlA Ru -a __.__... N'F LD - - -_ P�'y4 Y LIF ENSnNG STDRM RB INTAKE (If#9 � !H Ed PIAN - SITE UTILITY t PEOEsrAL ....� ri D ( CONNECT (2) 2• HDPE INTO EXISTING CITY OF IC TELECOM HANDHOLE �WSWATER MAN 2' WIPE IC TELECOM TING att O ELEPHGNE IGNITE IWND 2-1 / GIP WATER MNN Ex�STING s�aW4�MwXGrr � � `Jj/ RIM EAs INV. FAST 15' ROP = 873.98 INV. S.W. 15' RCP - 874.16 -- 11 - (2) 2" DOMESTIC WATER LINES ENTER BUILDING, TYR 'I\I \ISI Dp INSTALL VALVE ON EXISTING 6" WATER MAIN INSTALL 8' x 6" DUCTILE IRON TAPPING SLEEVE AND VALVE ILL SANITARY AND SERVICE LINES SHALL BE 11:5 1 LU PER I Ht I-ULLUW NG RtUUIHtMLN I a: AIR TESTING A. PERFORM FROM MANHOLE -TO -MANHOLE AFTER BACKFILL. B. PLACE PNEUMATIC PLUGS: (2) SEALING LENTH: EQUALT TO OR GRATER THAN PIPE DIAMETER, (2) CAPABLE OF RESISTING INTERNAL TEST PRESSURE WITHOUT EXTERNAL BRACING OR BLOCKING. C. INTRODUCE LOW-PRESSURE AIR INTO SEALED LINE AND ACHIEVE INTERNAL AIR PRESSURE 4 PSIG GREATER THAN MAXIMUM PRESSURE EXERTED BY GROUNDWATER ABOVE PIPE INVERT. D. LIMIT INTERNAL PRESSURE IN SEALED LINE BELOW 9 PSIG. E. ALLOW 2 MINUTES MINIMUM FOR AIRE PRESSURE TO STABILIZE. DISCONNECT LOW-PRESSURE AIR HOSE FROM CONTROL PANEL. F. MINIMUM TIME FOR PRESSURE TO DROP FROM 3.5 TO 2.5 PSIG GREATER THAN MAXIMUM PRESSURE EXERTED BY GROUNDWATER ABOVE PIPE INVERT: PIPE DIAMETER MIN, TIME LENGTH FOR TIME FOR INCHES MINTS MIN, TIME, FT. LONGER LENGTH, S 4 3:46 597 0.380 L 6 5:40 398 0.854 L 8 7:34 298 1.520 L 10 9:26 239 2.374 L 12 11:20 199 3.418 L 15 1410 159 5.342 L 18 17:00 133 7.692 L 21 19:50 114 10.470 L 24 22:40 99 13.674 L 27 25:30 88 17.306 L 30 28:20 80 21.366 L 33 31:1 72 25.852 L 36 34:00 66 30.768 L G. IN AREAS WHERE GROUND WATER IS KNOWN TO EXIST, THE HEIGHT OF WATER ABOVE. THE TOP OF THE PIPE BEING TESTED, IN FEET, SHALL BE DETERMINED AND THAT HEIGHT DIVIDED BY 2.3 TO ESTABLISH THE PRESSURE THAT WILL BE ADDED TO ALL READINGS ABOVE. ALTERNATIVELY, THE ENGINEER MAY ALLOW THE CONTRACTOR TO MEASURE INFILTRATION INTO THE SEWER BY USING A V -NOTCH WEIR OR OTHER SUITABLE DEVICE. H. LOCATE, REPARI AND RETEST LEAKS.'.. 1. AIR TESTING SHALL BE CONSIDERED INCIDENTAL TO SANITARY SEWER CONSTRUCTION. OWNER CITY OF IOWA CITY 440 E WasNngtm SI I-CNy. I- MID 319-355,M PROJECT 140.13.006 IME 'XeuMAKi npNacXPc ., W wee mcrte.4Meawa a �r,,,,4�,,.rn•A.Kzw, nwW+.Na A xwmWn Mwwon Pc®PlmaNa. fPRELIMINARY NOT FOR CONSTRUCTION SHEET XAME SITE UTILITY PLAN SHEET NUYB3ER 0-401 ARCWTECT OF RECORO N__ lftwu wf PC 22± Su�303 lop -t Ci(y, lase 52240 CRY.! -5 zoo T 318938.]8]6 MO M A-1 SWb 20B Om IOKre 50309 rs153M.7a39.]fiDD CONSULTANiB 0 10 20 40 Puking CCW9ueaWR SkRcluWl Ergk+au SCALE IN FEET WRHRr Perwne CPn6Kl_ i6B 100,6WR424 Mlnrreapo8s, MN 58418 pol"AIN UTILITY NOTES 951.595.9118 1. IOWA CODE 480, UNDERGROUND. FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ONE -CALL 1-800-292-8989. -TIN. -R., NOT LESS THAN 48 HOURS BEFORE EXCAVATINGEXCLUDING WEEKENDS AND HOLIDAYS. MEPT EnpM eer WRe INTAKE 2. LOCATION, SIZE, AND DEPTH OF BURIED UTILITIES ARE ILLUSTRATED BASED ON AVAILABLE RECORDS FROM THE UTILITY D.19W ERpinaera OPERATING AUTHORITY. RECORD LOCATIONS ARE FIELD VERIFIED BASED ON OBSERVABLE SURFACE FEATURES SUCH AS m1 pre _ u" m MANHOLES, VALVE BOXES, EVIDENCE OF TRENCHES, ETC. OR FIELD MARKING BY THE OPERATING AUTHORITY WHEREVER Cetlu Rapp, IA 52904 319.841.1994 Im POSSIBLE. EXCAVATIONS HAVE NOT BEEN MADE TO VERIFY LOCATIONS OR DEPTH OF BURIED UTILITIES. THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THE CONTRACTOR. IT SHALL BE THE DUTY OF THE CNR EI g- 44 EwsTa�G sTGRM MANHC4E CONTRACTOR TO ASCERTAIN WHETHER AND ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLAN MAY BE Shi-Harry Rlu EtFv.a NV -T 66s.sN seams „- PRESENT. ALL OVERHEAD UTILITIES AND UNDERGROUND SERVICES ARE NOT SHOWN. 2939 Norttga1801, INV NdiTH TH 68]18 sea,+� � 3. NOTIFY UTILITY COMPANIES WHOSE FACILITIES ARE SHOWN ON THE PLANS PRIOR TO EACH STAGE OF CONSTRUCTION. Iowa clry, tows szzas wv sW 4. THE CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT CRITICAL LOCATIONS TO VERIFY EXACT HORIZONTAL AND 319.354.3040 VERTICAL LOCATION.. PROTECT EXISTING UTILITIES DURING EACH STAGE OF CONSTRUCTION. \-UISTNVG PoM ELG sraeM euae INTAKE S sea C 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATIONS OF EXISTING UTILITIES AS REQUIRED FOR THE IMPROVEMENTS AND SHALL COORDINATE TEMPORARY DISRUPTIONS OF SERVICE WITH THE CITY OF IOWA CITY AND Nv. NEST ® 68454IBEND 8" WATER (2} 45" wv. EAST AFFECTED UTILITY COMPANY. 7. THE MEANS OF THE WORK AND THE SAFETY OF THE CONTRACTOR'S EMPLOYEES AND PUBLIC ARE SOLELY THE 44 (ASPHALT SURFACE) RESPONSIBILITY OF THE CONTRACTOR. B. PRIM TO CONSTRUCTION, THE CONTRACTOR SHALL UNCOVER UTILITIES TO VERIFY THEIR LOCATION AND ELEVATION, ENSTmc srDRM uAXNOLE fiM ELEv. - 6es.ax AND TO IDENTIFY POTENTIAL CONFLICTS. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF INY NGRm - sa23a ANY POTENTIAL CONFLICTS. INY. 1NSi t2' RCP- 892.E3 INV SWm - 682.33 _ 9. CONTRACTOR IS RESPONSIBLE TO ADJUST ALL UTILITY FIXTURES WHICH WILL BE WITHIN THE PAVEMENT LIMITS OR " GRADING LIMITS. UTILITIES ARE TO BE ADJUSTED TO PROPOSED GRADES. ADJUSTMENT SHALL BE COORDINATED WITH z'GAs > STORM - THE UTILITY COMPANIES AND THE COST FOR ALL ADJUSTMENTS SHALL BE INCIDENTAL TO THE CONSTRUCTION. ANY Pcc "'N'K DAMAGE TO SAID STRUCTURES AND APPURTENANCES THAT OCCURS DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. - 10. NOTIFICATION OF ROAD CLOSURES AND UTILITY INTERRUPTIONS IS REQUIRED. 11. BUILDING FOOTPRINTS ON THE DRAWING ARE NOT ARCHITECTURAL DRAWINGS. CONTRACTOR TO VERIFY FINAL BUILDING PRIOR TO CONSTRUCTION. z STORM SEWER NOTES 1. ALL REINFORCED CONCRETE PIPE STORM SEWERS SHALL BE CLASS III (AS DEFINED IN ASTM C76) OR HDPE PIPE, SDR 26 3 Exrsnxc sraw9 (AS DEFINED IN ASTM D3034) UNLESS OTHERWISE NOTED ON THE PLANS. ' amu Eity = ses+s 2. ALL RCP STORM SEWERS 36 -INCH DIAMETER AND SMALLER SHALL HAVE BELL AND SPIGOT JOINTS WITH O-RING GASKETS ,y INV NoaTx = .81 -TO Nv swill = se+.4D MEET ASTM 0443. ALL HDPE STORM SEWER SHALL HAVE GASKETED JOINTS (ASTM 03212). Iw J'N _J ',; � 3. ALL RCP STORM SEWER SHALL 8E MARKED WITH THE DATE OF MANUFACTURE AND ASTM CLASS, AND SHALL BE44 MANUFACTURED BY AN IDOT CERTIFIED FACILITY. IF QUADRANT REINFORCEMENT IS USED, THE TOP SHALL BE MARKED • I 3 ARARD NO Da9Esnc wAnn MIND 1927 cAST Ra+ s' WAIEft MAIN ON THE OUTSIDE OF THE PIPE. 4. NO UFT HOLES ARE ALLOWED IN RCP STORM SEWERS a ,IW �SERMCE , _ CONFORMINGUAR TRENCH BACKFILL SHALL BE CRUSHED STONE DARD SPECIFICATION 4120.04 5 GRANA 104, ' w WITH 1"" M NIMUM AGGREGATE SIZE, COMPACT TO 95% STANDARD PROCTOR DENSITY. AND WITHIN 5 OF PAVED SURFACES (INCLUDING STREETS, SIDEWALKS, AND DRIVEWAYS 6. ALL STORM SEWERS UNDER -FEET OF JOB EXCAVATED N _ AND/OR WITHIN CITY STREET RIGHT-OFWAY) SHALL RECEIVE BACKFILL CONSISTING SUITABLE AawooXED MEaAca9 MATERIAL COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY. IF UNDER PAVEMENT, BACKFILL TO BOTTOM SCD" OF THE SUBGRADE. IF ADJACENT TO PAVEMENT, BACKFILL TO WITHIN 12-4NCHES OF FINISHED SURFACE. IF EXCAVATED MATERIAL IS UNSUITABLE, USE OF GRANULAR TRENCH BACKFILL IS REQUIRED. CONTRACTOR TO CONTACT OWNER PRIOR TO USING GRANULAR BACKFILL. - - 7. ALL STORM SEWER IN OTHER AREAS SHALL RECEIVE BACKFILL CONSISTING OF SUITABLE JOB EXCAVATED MATERIAL IN ONE -FOOT LIFTS COMPACTED TO 90% STANDARD PROCTOR DENSITY. IF EXCAVATED MATERIAL IS 'PLACED UNSUITABLE, BACKFILL WITH GRANULAR TRENCH BACKFILL TO WITHIN 12-94CHES OF FINISHED SURFACE. • 8. ALL PRECAST MANHOLE BASES SHALL BE PLACED ON A MINIMUM OF 6 -INCHES OF CRUSHED STONE BEDDING. ' 9. ALL STORM SEWER MANHOLES SHALL BE MARKED WITH THE CLASS AND DATE OF MANUFACTURE, AND SHAD- NOT HAVE PROJECT NAME UFT HOLES THROUGH THE ENTIRE WALL. 10. ALL MANHOLES SHALL BE MARKED WITH TWO METAL FENCE POSTS TO REMAIN IN PLACE UNTIL SITE RESTORATION IS HARRISON STREET cD'--� COMPLETE. PARKING FACILITY 3t I SANITARY SEWER AND WATER MAIN NOTES ABwDONED ELECTRIC 1. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE PIPE (ASTM D3034-$8) WITH GASKETED JOINTS (ASTM D3212), AND 'II ' a SHALL BE SDR 23.5. • I w F (2) 2" DOMESTIC WATER LINES ENTER BUILDING, TYP. 2. SANITARY SEWER PIPE SHALL RECEIVE CRUSHED STONE ENCASEMENT BACKFILL. 3. WATER MAIN PIPE SHALL BE POLYVINYL CHLORIDE PIPE, AW WA C900. ALL C9D0 PIPE SHALL USE DIP FITTINGS 4. WATER SERVICE PIPE SHALL RECEIVE CLASS'S' EXCAVATION AND BEDDING PER DETAIL 3 SHEET C7.02. I INSTALL 8'x2" DUCTILE IRON S. ALL SANITARY SEWERS AND WATER MAINS UNDER AND WITHIN 5 -FEET OF PAVED SURFACES (INCLUDING STREETS, TAPPING SLEEVE AND VALVE FOR 2" DOMESTIC WATER SIDEWALKS, AND DRIVEWAYS WITHIN CITY STREET RIGHT-OF-WAY) SHALL RECEIVE BACKFILL OF LINE, T1'P. S) Y. IF UNDER SUITABLE JOB EXCAVATED MATERIAL COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY. #FUNDER MATERIAL PAVEMENT, BACKFILL TO BOTTOM OF THE SUBGRADE. IF ADJACENT TO PAVEMENT, BACKFILL TO WITHIN 12 -INCHES OF FINISHED SURFACE. IF EXCAVATED MATERIAL IS UNSUITABLE, BACKFILL WITH GRANULAR TRENCH BACKFILL. ALL wn uiteY SANITARY SEWER AND WATER MAIN IN UNPAVED AREAS SHALL. RECEIVE SACKFILL CONSISTING OF SUITABLE JOB EXCAVATED MATERIAL PLACED IN ONE -FOOT LIFTS COMPACTED TO 90% STANDARD PROCTOR DENSITY. IF EXCAVATED MATERIAL IS UNSUITABLE, BACKFILL WITH GRANULAR TRENCH BACKFILL TO WITHIN 12 -INCHES OF FINISHED SURFACE. I 6. GRANULAR TRENCH BACKFILL SHALL BE CRUSHED STONE CONFORMING TO I.D.O.T. STANDARD SPECIFICATION 4120.04 ' WITH A 1" MAXIMUM AGGREGATE SIZE. COMPACT TO 95% MAXIMUM STANDARD PROCTOR DENSITY. 1 m 7. ALL TAPS TO BE DONE BY CITY OF IOWA CITY WATER DIVISION PERSONNEL INCLUDING TAPS ON PRIVATE WATER MAINS. COORDINATE WITH THE CRY OF IOWA CITY. + 8. ALL WATER MAINS AND SANITARY SEWER TO BE INSTALLED PER DESIGN STANDARDS AND CONSTRUCTION • 1 ' 6T w SPECIFICATIONS OF THE CITY OF IOWA CITY DEPARTMENT OF PUBLIC WORKS. ALL WATER MAIN LINES SHALL BE TO INSTALLATION THE WATER METER THIS WORK IS THE r� BACTERIAL. AND PRESSURE TESTED AND FLUSHED PRIOR OF RESPONSIBILITY OF THE CONTRACTOR. %''` ' [-+ 9. CONTRACTOR TO VERIFY TYPE OF TAPPING SLEEVE WITH THE CITY OF IOWA CITY PRIOR TO CONSTRUCTION. 1 s j CONTRACTOR TO VERIFY THE MAXIMUM WATER MAIN DEFLECTION WITH THE MANUFACTURER PRIOR TO CONSTRUCTION. AND INSTALL BENDS IF NECESSARY TO REDUCE DEFLECTION. 14 UTILITY CLEARANCES C7 ' + 1. WATER MAINS PARALLEL TO SEWERS SHALL BE PLACED AT LEAST 10 FEET HORIZONTALLY FROM ANY SANITARY SEWER, mT 3 STORM SEWER OR MANHOLE. raMre a J 2. WATER MAIN SHALL NOT PASS THROUGH NOR CONTACT A SEWER LINE OR A SEWER MANHOLE. ` IW- y 3. VERTICAL SEPARATION OF WATER MAINS CROSSING OVER ANY SANITARY SEWER SHOULD BE A MINIMUM OF 184NCHES, MEASURED OUTSIDE TO OUTSIDE FROM THE CLOSEST EDGE OF EACH PIPE. IF PHYSICAL CONDITIONS PROHIBIT THIS ' Wa ; SEPARATION, THE WATER MAIN SHALL NOT BE PLACED CLOSER THAN 6 -INCHES ABOVE A SEWER OR 18 -INCHES BELOW A DER DU SEWER. THE SEPARATION DISTANCE SHALL BE THE MAXIMUM FEASIBLE IN ALL CASES. ADULT 4. WHERE THE WATER MAIN CROSSES SEWER, ONE FULL LENGTH OF WATER PIPE SHALL BE LOCATED SO BOTH JOINTS ARE AS FAR AS POSSIBLE FROM THE SEWER, THE WATER AND SEWER PIPES MUST BE ADEQUATELY SUPPORTED AND HAVE N ('p. lasD ry WATER TIGHT JOINTS. A LOW PERMEABILITY SOIL SHALL BE USED FOR BACKFILL MATERIAL WITHIN 10 -FEET OF THE POINT UNDERGRIXIND TELEPHa4E OF CROSSING. ' VAULT 5. NOMINAL DEPTH OF WATER MAIN IS A MINIMUM OF 5.5 -FEET TO THE TOP OF PIPE. ALL CONNECTIONS TO CITU WATER MAINS SHALL BE COORDINATED WITH THE CITY OF IOWA CITY WATER DEPARTMENT. 6. CONTRACTOR TO VERIFY LOCATION AND DPETH OF ALL EXISTING UTILITIES AT PROPOSED UTILITY CROSSINGS PRIOR TO saa caNT CONSTRUCTION. ' r2HYWT-D. Y PIAN - SITE UTILITY t PEOEsrAL ....� ri D ( CONNECT (2) 2• HDPE INTO EXISTING CITY OF IC TELECOM HANDHOLE �WSWATER MAN 2' WIPE IC TELECOM TING att O ELEPHGNE IGNITE IWND 2-1 / GIP WATER MNN Ex�STING s�aW4�MwXGrr � � `Jj/ RIM EAs INV. FAST 15' ROP = 873.98 INV. S.W. 15' RCP - 874.16 -- 11 - (2) 2" DOMESTIC WATER LINES ENTER BUILDING, TYR 'I\I \ISI Dp INSTALL VALVE ON EXISTING 6" WATER MAIN INSTALL 8' x 6" DUCTILE IRON TAPPING SLEEVE AND VALVE ILL SANITARY AND SERVICE LINES SHALL BE 11:5 1 LU PER I Ht I-ULLUW NG RtUUIHtMLN I a: AIR TESTING A. PERFORM FROM MANHOLE -TO -MANHOLE AFTER BACKFILL. B. PLACE PNEUMATIC PLUGS: (2) SEALING LENTH: EQUALT TO OR GRATER THAN PIPE DIAMETER, (2) CAPABLE OF RESISTING INTERNAL TEST PRESSURE WITHOUT EXTERNAL BRACING OR BLOCKING. C. INTRODUCE LOW-PRESSURE AIR INTO SEALED LINE AND ACHIEVE INTERNAL AIR PRESSURE 4 PSIG GREATER THAN MAXIMUM PRESSURE EXERTED BY GROUNDWATER ABOVE PIPE INVERT. D. LIMIT INTERNAL PRESSURE IN SEALED LINE BELOW 9 PSIG. E. ALLOW 2 MINUTES MINIMUM FOR AIRE PRESSURE TO STABILIZE. DISCONNECT LOW-PRESSURE AIR HOSE FROM CONTROL PANEL. F. MINIMUM TIME FOR PRESSURE TO DROP FROM 3.5 TO 2.5 PSIG GREATER THAN MAXIMUM PRESSURE EXERTED BY GROUNDWATER ABOVE PIPE INVERT: PIPE DIAMETER MIN, TIME LENGTH FOR TIME FOR INCHES MINTS MIN, TIME, FT. LONGER LENGTH, S 4 3:46 597 0.380 L 6 5:40 398 0.854 L 8 7:34 298 1.520 L 10 9:26 239 2.374 L 12 11:20 199 3.418 L 15 1410 159 5.342 L 18 17:00 133 7.692 L 21 19:50 114 10.470 L 24 22:40 99 13.674 L 27 25:30 88 17.306 L 30 28:20 80 21.366 L 33 31:1 72 25.852 L 36 34:00 66 30.768 L G. IN AREAS WHERE GROUND WATER IS KNOWN TO EXIST, THE HEIGHT OF WATER ABOVE. THE TOP OF THE PIPE BEING TESTED, IN FEET, SHALL BE DETERMINED AND THAT HEIGHT DIVIDED BY 2.3 TO ESTABLISH THE PRESSURE THAT WILL BE ADDED TO ALL READINGS ABOVE. ALTERNATIVELY, THE ENGINEER MAY ALLOW THE CONTRACTOR TO MEASURE INFILTRATION INTO THE SEWER BY USING A V -NOTCH WEIR OR OTHER SUITABLE DEVICE. H. LOCATE, REPARI AND RETEST LEAKS.'.. 1. AIR TESTING SHALL BE CONSIDERED INCIDENTAL TO SANITARY SEWER CONSTRUCTION. OWNER CITY OF IOWA CITY 440 E WasNngtm SI I-CNy. I- MID 319-355,M PROJECT 140.13.006 IME 'XeuMAKi npNacXPc ., W wee mcrte.4Meawa a �r,,,,4�,,.rn•A.Kzw, nwW+.Na A xwmWn Mwwon Pc®PlmaNa. fPRELIMINARY NOT FOR CONSTRUCTION SHEET XAME SITE UTILITY PLAN SHEET NUYB3ER 0-401 m 0 10 20 40 SCALE IN FEET = STOP SIGN RFACE) 3 RAMP RAMP ,E ISLANDS -OR NCE ONLY PIAN - SITE RESTORATION PRENTISS ST. WITH PCC AND HMA OVERLAY, TYP. w�Q V PCC SIDEWALK *PCC SIDEWALK wv CURB RAMP "i SITE RESTORATION NOTES 1, LIMIT OPERATIONS TO THE INDICATED PROJECT LIMITS. THE CONTRACTOR SHALL NOT UTILIZE PRIVATE PROPERTY UNLESS HE HAS SUBMITTED A COPY OF THE PROPERTY OWNER'S WRITTEN PERMISSION TO THE OWNERS REPRESENTATIVE. 2. BUILDING FOOTPRINTS ON THE DRAWING ARE NOT ARCHITECTURAL DRAWINGS, STOOPS AND DOOR LOCATIONS ARE NOT KNOWN. CONTRACTOR TO VERIFY FINAL BUILDING PRIOR TO CONSTRUCTION 3. ALL SLOPES IN PAVEMENT SHALL BE UNIFORM TO AVOID PONDING, 4. ALL DIMENSIONS TO BACK -0F -CURB UNLESS NOTED OTHERWISE. 5. REMOVE AND REPLACE OR RESTORE ALL STREET SIGNS, PAVEMENT MARKINGS, SIDEWALK LAMPS, SIDEWALKS, STEPS, LANDSCAPE STRUCTURES, CURB AND GUTTER, STREETS, DRIVES AND ALL OTHER SURFACE STRUCTURES REMOVED OR OTHERWISE DAMAGED DURING THE COURSE OF THE WORK. SIDEWALKS SHALL BE REMOVED AND REPLACED TO NEAREST JOINT BEYOND CONSTRUCTION AREA. 8. COMPACT SUBGRADE BENEATH PAVEMENTS IN ACCORDANCE WITH GRADING NOTES. 7. GRANULAR SUBBASE FOR PAVEMENTS SHALL MEET THE LIMITS OF GRADUATION NO, 11, IOWA DOT STANDARD SPECIFICATION FOR HIGHWAY AND BRIDGE CONSTRUCTION SECTION 4120.04. 8. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH 8-112%TO± 112% AIR ENTERTAINMENT AND LIMESTONE AGGREGATE 1-112 INCH MAXIMUM SIZE, MATERIALS AND CONSTRUCTION FOR PORTLAND CEMENT CONCRETE PAVEMENTS SHALL MEET THE REQUIREMENT OF IOWA DOT STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION, LATEST REVISION, SECTION 2301, 9. MINIMUM 28-OAY COMPRESSIVE STRENGTH FOR CONCRETE USED FOR PAVEMENTS SHALL BE 4000 PSI. CONCRETE SHALL BE C3 OR CA WITH TYPE 1 CEMENT. 10. CURBS SHALL BE CAST INTEGRAL WITH CONCRETE PAVEMENT UNLESS NOTED OTHERWISE. EDGES SHALL BE ROUNDED BUT NOT ROLLED. 11. ONSITE POC SIDEWALKS SHALL BE 6INCHES THICK (MINIMUM). SIDEWALKS SHALL HAVE A MINIMUM CROSS SLOPE OF 2% DRAINING TOWARDS BACK OF CURB, UNLESS OTHERWISE NOTED. PAVEMENT JOINTING NOTES 1. TYPICAL JOINT SPACING FOR ROADWAY AND PARKING LOT PAVING SHALL BE 12' OR LESS, WITH MAXIMUM SPACING OF 2x PAVEMENT THICKNESS WHERE IRREGULARITIES ARE ENCOUNTERED. 2. JOINTS SHALL BE LOOT TYPE "C"JOINTS UNLESS INDICATED OTHERWISE. INSTALL IDOT TYPE "KD" OR TYPE "LD" JOINTS AT ALL COLD JOINTS BETWEEN POURS. SIGNAGE 1. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF MUTCD. SURFACE RESTORATION NOTES 1. ALL DISTURBED AREAS NOT PAVED OR HARD SURFACED ON THE SITE SHALL RECEIVE A MINIMUM 4" OF TOPSOIL. SCARIFY AREAS TO RECEIVE TOPSOIL TO A DEPTH OF 3". REMOVE ALL STONES, WOOD AND OTHER DEBRIS LARGER THAN 2" FROM AREAS TO RECEIVE TOPSOIL. DO NOT COMPACT TOPSOIL. 2. APPLY FERTILIZER AT MANUFACTURER'S RECOMMENDED RATES. 3. ALL DISTURBED AREAS SHALL BE HYDROSEEDED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. FALL SEEDING SHALL BE COMPLETED BETWEEN AUGUST 15 AND SEPTEMBER 15. 4, FALL NURSE CROP SHALL BE RYEGRP SS. PAVING LEGEND ARCHITECT OF RECORD 5" PCC SIDEWALK (COLOR 1) NemlMnn m—D PC 221Emt Collspe St 11Su10e= b OBy, lace 52240 5' GRANULAR SUBBASE 4186- Pvxfua I Sure ZG9 Des Manes, Lave 50309 T616139.7800 5" PCC SIDEWALK (COLOR 2) CONSULTANTS 5" GRANULAR SUBBASE 952.595.9118 MEPP Engin m s" PCC Demp En;F e a sw 8e3t RaPWS IA In 04 Cesar RApI�, IA 52404 wm 8" GRANULAR SUBBASE 44 2834 Northpe Cr. PCC WITH HMA OVERLAY Iowa City, law 52245 319.354.3040 z 6" PCC 0 8' GRANULAR SUBBASE z 0 PLANT SCHEDULE 2 KEY QTY. BOTANICAL NAME COMMON NAME SIZE ROOT z OVERSTORY TREES d GT 2 Gleditsia Inscan#ws var. mmmums THORNLESS HONEY LOCUST 2" CAL. B&B BP 3 Betula pls"y#a Dakota &fmh' DAKOTA PINNACLE BIRCH 2" CAL. B&B EVERGREEN SHRUBS BG 27 Buxus'Green Velvet' GREEN VELVET BOXWOOD #3 CONT. ARCHITECT OF RECORD NemlMnn m—D PC 221Emt Collspe St 11Su10e= b OBy, lace 52240 T 3t9.338.T878 4186- Pvxfua I Sure ZG9 Des Manes, Lave 50309 T616139.7800 �. CONSULTANTS Puking C—MDU St.a REI E.91neu Welkin y6 160s. H1gweY 100, Suite d24 Mlnnaep 'm 58418 952.595.9118 MEPP Engin m Demp En;F e a sw 8e3t RaPWS IA In 04 Cesar RApI�, IA 52404 wm 319.841.1944 CMI EngI Shlve.Hettmy 44 2834 Northpe Cr. Iowa City, law 52245 319.354.3040 z 0 in z 0 2 z z d W Z PROJECT NAME HARRISON STREET PARKING FACILITY OWNER CITY OF IOWA CITY 410 E W --9b M Iowa CBy;b 82240 319J56 -M PROJECT NO.13.006 ISSUE ONEUNPMI N!ON6CN PC Ikwuep4e44 m{MMa.4W14"weaeaWr�am,bkmnmWur 9wm W w A Nwurwm Macon x Y w�A�b. PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME SITE RESTORATION PLAN SHEEP NIa88ER r, m a PRENTISS ST. (ASPHALT SURFACE) PLAN - SITE GRADING 0 10 20 40 SCALE IN FEET ,LT SURFACE) EXISTING GRADE :ONTOUR, TYP. -INISHED GRADE ONTOUR, TYP. W w crm ma Qx C V GRADING NOTES 1. ALL AREAS TO RECEIVE FILL SHALL BE PREPARED IN ACCORDANCE WITH THE IOWA DOT STANDARD SPECIFICATION SECTION 2107.03, 2. PLACEMENT OF FILL SHALL COMPLY WITH IOWA DOT STANDARD SPECIFICATION SECTION 2107.04. ALL FILL MATERIAL SHALL BE COMPACTED TO A STANDARD PROCTOR DENSITY OF NOT LESS THAN 95% (ASTMD698). MAINTAIN MOISTURE CONTENT AT ±2% OF OPTIMUM MOISTURE. 3. PLACE FILL MATERIAL IN W MAXIMUM LIFTS AND COMPACTED WITH TYPE'A7 COMPACTION PER IOWA DOT SECTION 2107.05. FILL MATERIAL SHALL BE FREE FROM ORGANIC MATTER, DEBRIS AND OTHER DELETERIOUS SUBSTANCES IN AREAS UNDER BUILDINGS, COMPACTION SHALL MEET 95% STANDARD PROCTOR DRY DENSITY (ASTM D698). 4. FILL MATERIAL OBTAINED FROM OFF-SITE SOURCES SHALL BE SOIL OR SOIL AND ROCK MIXTURE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES. IT SHALL CONTAIN NO ROCKS OR LUMPS OF 6 INCHES IN GREATEST DIMENSION AND NOT MORE THAN 15% OF THE ROCKS OR LUMPS SHALL BE LARGER THAN 2-112 INCHES IN GREATEST DIMENSION. 5. FILL PLACED WITHIN THE BUILDING AREA AND IN AREAS TO BE PAVED SHOULD CONSIST OF APPROVED MATERIALS WHICH ARE FREE OF ORGANIC MATTER AND DEBRIS. THE FILL SHOULD BE PLACED AND COMPACTED IN LIFTS OF 9 INCHES OR LESS IN LOOSE THICKNESS. FILL PLACED ABOVE SHALLOW FOOTING BASE ELEVATION FOR FLOOR SLAB SUPPORT IN THE BUILDING AREA AND MORE THAN 12 INCHES BELOW FINISHED SUBGRADE ELEVATION IN AREAS TO BE PAVED SHOULD BE COMPACTED TO AT LEAST 95% STANDARD PROCTOR DRY DENSITY (ASTM D698). THE UPPER 12 INCHES OF SUBGRADE IN AREAS TO BE PAVED AND FILL PLACED BELOW SHALLOW FOOTING BASE ELEVATION IN THE BUILDING AREA SHOULD BE COMPACTED TO AT LEAST 98% STANDARD PROCTOR DRY DENSITY (ASTM D698). THE HIGHER DEGREE OF FILL COMPACTION BELOW FLOORINGS IN THE BUILDING AREAS SHOULD EXTEND LATERALLY BEYOND THE EXTERIOR EDGES OF PERIMETER FOOTINGS AT LEAST 8 INCHES PER FOOT BELOW FOOTING BASE ELEVATION. 6. NO ROCK EXCAVATION IS ANTICIPATED ON THIS PROJECT. SHOULD ROCK BE ENCOUNTERED DURING CONSTRUCTION, NOTIFY THE OWNERS REPRESENTATIVE. 7. DO NOT PLACE, SPREAD, OR COMPACT ANY FILL MATERIAL DURING UNFAVORABLE WEATHER CONDITIONS AND DO NOT RESUME COMPACTION OPERATIONS UNTIL MOISTURE CONTENT AND DENSITY OF IN-PLACE FILL MATERIAL ARE WITHIN SPECIFIED LIMITS. 8. ANY AREAS OF SUBGRADE WHICH ARE SOFT OR UNSTABLE DUE TO UNFAVORABLE WEATHER OR IMPROPER COMPACTION PROCEDURES SHALL BE REMOVED AND RECOMPACTED TO MEET SPECIFIED LIMITS FOR DENSITY AND MOISTURE CONTENT. 9. THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE IF SUBGRADE STABILIZATION IS REQUIRED. THE OWNER'S REPRESENTATIVE MUST APPROVE AND MEASURE THE QUANTITY OF ALL SUBGRADE STABILIZATION, WORK RELATING TO SUBGRADE STABILIZATION SHALL BE DONE IN ACCORDANCE WITH THE IOWA DOT STANDARD SPECIFICATIONS SECTIONS 2102.01 AND 4196.01 B. 10. SUBGRADE PREPARATION SHALL CONFORM TO IDOT SPECIFICATION SECTION 2111.04, LOCAL PROJECTS. 11. PRIOR TO PLACING GRANULAR SUBBASE, SUBGRADE SHALL BE PROOF ROLLED WITH A HEAVILY LOADED RUBBER TIRED TRUCK. OWNERS REPRESENTATIVE SHALL BE PRESENT. FURNISHED TOPSOIL SHALL BE PLACED AT ALL LOCATIONS SHOWN ON PLANS. 12. BUILDING PAD AND AREAS TO BE PAVED SHALL BE PROOF ROLLED PRIOR TO EXCAVATION. 13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EARTHWORK QUANTITIES. COORDINATION WITH THE OWNER IS REQUIRED PRIOR TO ANY EXCESS DISPOSAL OR IMPORT. 14. BUILDING FOOTPRINTS ON THE DRAWING ARE NOT ARCHITECTURAL DRAWINGS. CONTRACTOR TO VERIFY FINAL BUILDING PRIOR TO CONSTRUCTION. 15. FINISH CONTOURS SHOWN ARE TO TOP OF PAVEMENT OR TO TOP OF TOPSOIL. 16, TESTING FREQUENCY COMPACTKNI TESTING SUBGRADE ONE TEST PER 2,000 SQ. FT. AGGREGATE SUBGRADE ONE TEST PER 2,000 SQ. FT. TRENCH BACKFILL ONE TEST PER 100 LIN. FT. PER 8' LIFT 17. SPOT ELEVATION ABBREVIATIONS TC - TOP OF CURB GU - GUTTER HP - HIGH POINT ARCHITECT OF RECORD 44 Nou"m Munro t PC 22t E w'".— jsuft303 Iowa Cay"_ 57240 T.7078 41888tOnh Awmlp l6u4e� T51SM9.7Dw ,Mwe 59340 T 515939.]000 CONSULTANTS ., Puking ConsuSMIS StruMnl Enginm We&cPeddrglCmsWlalM 1660 S. HigMiey ice, 3uib 424 Mimaan, KM MN 65416 — 952b959116 MEFT Engkmr Design Eng— C Ptaine VMA SW CedeR�itle, IA 522 404 319.841.1944 CMI Ee timr snylt o-emy 2034 Noangete Dr. 1ow9 Cly, larva 52245 319.W.3040 z 0 4 z 0 2 z z z PROJECTNAME HARRISON STREET PARKING FACILITY 19 OWNER CITY OF IOWA CITY 410 E Ws0*9 on St Iowa Cly,M IMKI 319-3w5m PROJECT ROJI006 ISSUE Q�NEVMNW M1gNBONPC uNMvd of pyMg. tlatluAe m mre W rJ W, rAUimit Mtlsn Mm�M4 of Neumm Mvmn PC Y gM44Y4. PRELIM INARY1 NOT FOR CONSTRUCTION SHEET NAME SITE GRADING PLAN 8NEE'f NUMEER C-801 801 0o ., Fa .. n � C 19 OWNER CITY OF IOWA CITY 410 E Ws0*9 on St Iowa Cly,M IMKI 319-3w5m PROJECT ROJI006 ISSUE Q�NEVMNW M1gNBONPC uNMvd of pyMg. tlatluAe m mre W rJ W, rAUimit Mtlsn Mm�M4 of Neumm Mvmn PC Y gM44Y4. PRELIM INARY1 NOT FOR CONSTRUCTION SHEET NAME SITE GRADING PLAN 8NEE'f NUMEER C-801 801 GRWTFRAME MAI ADJUSTING RINGS N PLACE PRECAST CONCR MANHOLE SECTK PIPE (AS SPECIFIE IM BARS @ tr GC EACH WAY •••••+^ s �4ME AND COVER 10ORAPPROVED EQUAL MISTING RINGS CRETE TOP STORM SEWER MANHOLE 1 NOT m SOME x2630 -B SUITABLE JOB EXAVATED MATERIAL If fINN CONTRACTOR TO DETERMNE SAFE SLOPE FOR EXCAVATION AND BACKFILL HAND PACED SACKX.L - CRUSHEDSTONE DOT GRADATION N0.10 •-DkfT Ir MIN) UNDISTURBED SOIL 1. SUITABLE JOB FXAVATED MATERIAL S MATERIAL FREE OF CINDERS, ASHES, REFUSE, SOD, VEGETATIVE OR ORGANIC MATTER BOULDERS. ROCKS, OR PAVEMENT FRAGMENTS. STORM SEWER BEDDING & BACKFILL 4 NOT TO SONE ALL WATER MAINS WITHIN STREET RIGHTAF-WAY OR WITHIN EASEMENTS ADJACENT TO STREET RIGHT -FO -WAY SHALL BE BACKFILLED WITH EITHER OF THE FOLLOWING: A SUITABLE EXCAVATED MATERIAL IF EXCAVATED MATERIAL IS NOT SUITABLE, THEN B. GRANULAR BACITILL(CRUSHED STONE) AS SPECIFIED. SUITABLE JOB EXCAVATED MATERIAL (SEE NOTE • FOR MATERIAL) PLACED IN ONE FOOT UFTS COMPACTED TO M STANDARD PROCTOR DENSITY OIL= CONTRACTOR TO DETERMINE SAFE SLOPE FOR EXCAVATION AND BACKFILL - HAND PLACED BACKFILL (IMtT Pr Mm U6NSTURBED SOIL ' NOTE: GRANULAR TRENCH SACKFUL. SHALL BE GLASS CRUSHED STONE CONFORMING TO IDOT STANDARD SPEC 41M04 WITH P MAXIMII.I AGGREGATE SIS WATER MAIN CLASS "B" BEDDING & BACKFILL ?PUT ro SCAIE CRETEX INTERIOR CHIMNEYSEAL OR APPROVED EQUAL FOR MANHOLES IN PAVING Y -W JOINTS TO BE CONFUTED O-RING GASKET �L PIP MANHOLE FRAMEANDLOTO BE bNN NEENAH W1670,SELFSEAUNG OR APPROVED EQUAL. IF IN PAVED AREA, BRICK OR CONCRETE AS REQUITED CASTING SHALL ALSO BE NON-RDCKNG R.un of a•) r0 MEET Gw9oewlTH 24' MAX HEIGHT OF SPACER RINGS. NCllWINO MANHOLE FRAME. SEAL WITH IONSFAL MASTIC OR APPROVED CONFOFM W TO ASTM C443 / rQjJ�O' 221 East COIne Street I Suss 313 Iowa City, Iowa 52240 1^ T318.338.7878 3 4166thAvenue I S.T0209 Des Ma 50309 T 615.339M.]600.780D b PRECAST CONCRETE SECTIONS CONFORMINGTOASUC478 -� 952.696.9116 MEPP EagMaw I EQUAL CONFOFM W TO ASTM C443 / rQjJ�O' 221 East COIne Street I Suss 313 Iowa City, Iowa 52240 1^ T318.338.7878 3 4166thAvenue I S.T0209 Des Ma 50309 T 615.339M.]600.780D b PRECAST CONCRETE SECTIONS CONFORMINGTOASUC478 -� STEP- MA INDUSTRIES PSI -PF CRAPPROVEDEQUAL � NON -SHRINK GROUT FILL 51 -OV FOR> 6 StT -1 NOTE: USE ALOKSEAL OR APPROVED EQUAL WHERE PIPE PASSES THROUGH THE MANHOLE WALL. TYPICAL SANITARY MANHOLE > 6'-0" IN DEPTH 2 raT ro scuE gzsaD-e-6, STORM PRE �- iT-18•MIN 'rr dQ CONCRETE SUPPORT c 78" 78' tY MN i� SANITARYAVATER PIPE PIPE SUPPORT DETAIL 5 _T TD scME VALVE BOX EXTENSION BACKFILL WITH SAND MA CAREFULLY BACKFILLAN COMPACT AROUND WATE MAN WITHOUT DSTURS11 TRACERWIRE TRACER WIRE (FASTEN TO WATER MAIN CLASS A CRUSHED STONE LOOT STANDARD SPEC. 41211.09) + T CLASS A CRUSHED - STONE (a• 1101) LOOT STANDARD I I Ik SPEC. 4120.04) - 1. SLWRAOE SHOULD BE EXCAVATED OR OVER EXCAVATED, IF NECESSARY, $O A UNIFORM FOUNDATION FREE OF PROTRUDING ROCKS MAY BE PROVIDED, 2. BELL HOLES SHALL BE HAND SHAPED SO THAT ONLY PIPE BARREL RECEIVES BEARING PRESSURE. 3. PLACE BEDDING TO ENS URE THAT THERE ARE NO VOIDS UNDER OR ALONGSIDE THE LENTTH OF PIPE. 4. BACKFILL SHALL BE HAND TAMPED UP TO 12 -INCHES ABOVE TOP OF PIPE, 3 CRUSHED STONE ENCASEMENT FOR SANITARY SERER MMS AND SERVICES - NTS LOCATION POINT ._....,_... ....._ NOTES: 1. FASTENTRACER WIRETOWATER HAIR 2. VALVE BOX EXTENSION SHALL NOT SR DIRECTLY ON TOP OF WATER MAI" PUN VIEW 3. EXTEND TRACER WRE 3.0'BEYOND TOP OF VALVE BOX EXTENSION. PUCE EXCESS TRACER NEATLY INSIDE OF VALVE BOX EXTENSION AND INSTALL IT . 4. USE EXTREME CAUTION NOT TO DAMAGE TRACER WINE WHILE BACKFILLING AND COMPACTING. SIDE VIEW TYPICAL DETAIL TRACER WIRE DAYLIGHT - IOWA CITY 6 NOT TO SCALE THRUST BLOCK DETAIL J THRUST BLOCKS ARE REQUIRED AT PIPING DIRECTION CHANGES. AT DEAD ENDS, AND i4 AT FIRE HYDRANTS. THRUST BLOCKS CURES.- SHALL URESOXSHALL BE POURED -IN-PLACE CONCRETE 2,000 P.S.I. MINIMUM STRENGTH, A MINIMUM OF 18 INCHES THICK, AND SHALL BE CAST AGAINST A SOLID, UNDISTURBED EDGE OF TRENCH FOR BEARING. NO BOLTS, JOINTS OR DRAIN HOLES SWILL COME INTO CONTACT CURB BOX ROD WITH THE CONCRETE THRUST BLOCK AND THE PIPE SHALL BE WRAPPED WITH A PLASTIC SHEET AT THE CONCRETE BEARING SURFACES. THE MINIMUM THICKNESS OF ANY THRUST BLOCK SHALL BE 18 INCHES. p/pT_-.IITIeIHgr�q Lai \��/iii/✓\�/\�O�//\�//\\i/�i\\I/\`i/\\i/\\7j\\i/i\�%/�%/\��\. �G�p�O�G\d\\/i�/\\/\\p\\�\\p\r�0\\\G\\�`�\�' / rQjJ�O' 221 East COIne Street I Suss 313 Iowa City, Iowa 52240 T318.338.7878 4166thAvenue I S.T0209 Des Ma 50309 T 615.339M.]600.780D CONSULTANTS PaHdng CoosuguN Strustu"I Enginwr 16605 Plgi IDD, nb 1660 S. Highway 100, Suik 424 MI -pa., MN 66916 952.696.9116 MEPP EagMaw I Design Engiue"s 6891 P"a i s, IA U SW CedarR52404 Rapids, IA 319841.1994 CNIi shNa•HaJay ada, Iii I- City, iowa SV45 319.354.3940 1IE IB lit! "Will m • Qs THRUST BLOCK DETAIL J THRUST BLOCKS ARE REQUIRED AT PIPING DIRECTION CHANGES. AT DEAD ENDS, AND i4 AT FIRE HYDRANTS. THRUST BLOCKS CURES.- SHALL URESOXSHALL BE POURED -IN-PLACE CONCRETE 2,000 P.S.I. MINIMUM STRENGTH, A MINIMUM OF 18 INCHES THICK, AND SHALL BE CAST AGAINST A SOLID, UNDISTURBED EDGE OF TRENCH FOR BEARING. NO BOLTS, JOINTS OR DRAIN HOLES SWILL COME INTO CONTACT CURB BOX ROD WITH THE CONCRETE THRUST BLOCK AND THE PIPE SHALL BE WRAPPED WITH A PLASTIC SHEET AT THE CONCRETE BEARING SURFACES. THE MINIMUM THICKNESS OF ANY THRUST BLOCK SHALL BE 18 INCHES. p/pT_-.IITIeIHgr�q Lai \��/iii/✓\�/\�O�//\�//\\i/�i\\I/\`i/\\i/\\7j\\i/i\�%/�%/\��\. �G�p�O�G\d\\/i�/\\/\\p\\�\\p\r�0\\\G\\�`�\�' / rQjJ�O' 221 East COIne Street I Suss 313 Iowa City, Iowa 52240 T318.338.7878 4166thAvenue I S.T0209 Des Ma 50309 T 615.339M.]600.780D CONSULTANTS PaHdng CoosuguN Strustu"I Enginwr 16605 Plgi IDD, nb 1660 S. Highway 100, Suik 424 MI -pa., MN 66916 952.696.9116 MEPP EagMaw I Design Engiue"s 6891 P"a i s, IA U SW CedarR52404 Rapids, IA 319841.1994 CNIi shNa•HaJay ada, 28$4 Noaagas, Dr. I- City, iowa SV45 319.354.3940 z m • Qs SERVICE PRE TYPE K COPPER NEW SERVICE PIPE SWILL BE V COPPER OR LARGER WATER DISTRIBUTION MAIN COCK IS REQUIRED ONALL MNNS WATER SERVICE - IOWA CITY � nor ro scME - CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF IOWA CITY STANDARD SPECIFICATIONS AS APPROVED BY THE IOWA DNR, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 2. VERIFY THE ELEVATION OF POSSIBLE CONFLICTING UTILITIES PRIOR TO CONSTRUCTING PROPOSED WATER MAINS, SANITARY SEWERS, STORM SEWERS, ETC. ANY CONFLICTS MUST IMMEDIATELY BE BROUGHT TO THE ENGINEER'S ATTENTION. 3. SITEWORK UTILITY CONTRACTOR TO EXTEND ALL PIPING TO WITHIN V OF BUILDING AND CAPPED FOR CONNECTION BY BUILDING UTILITY CONTRACTOR UNLESS OTHERWISE INDICATED. COORDINATE ALL INVERT ELEVATIONS AND PIPING LOCATIONS WITH BUILDING PLANS. 4, ALL OPEN EXCAVATIONS SHALL BE PROTECTED WITH SAFETY FENCE, BARRIERS OR BARRICADES IN ACCORDANCE WITH OSHA. 5. NO ROCK EXCAVATION IS ANTICIPATED ON THIS PROJECT, SHOULD ROCK BE ENCOUNTERED DURING CONSTRUCTION, NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO REMOVAL. 6. ALL DISTURBED SOIL WITHIN THE CONTAMINATION PLUME MUST BE PROPERLY DISPOSED OF OFF SITE. THIS INCLUDES SOIL FROM TRENCH EXCAVATION FOR UTILITIES, TRENCH BEDDING AND BACKFILL L TRENCH WIDTH REQUIREMENTS BELOW THE TOP OF THE PIPE SHALL NOT BE LESS THAN 12 INCHES NOR MORE THAN 18 INCHES WIDER THAN OUTSIDE SURFACE OF ANY PIPE, CONDUIT OR CABLE, AND SHALL BE THE LEAST PRACTICAL WIDTH THAT WILL ALLOW FOR COMPACTION OF TRENCH BACKFILL. 2, TRENCH STABILIZATION MATERIAL IF REQUIRED SHALL BE CRUSHED ROCK OR OTHER APPROVED MATERIAL WITH 100% PASSING THE 3' SIEVE AND 25%-95% PASSING THE 11' SIEVE. THIS MATERIAL SHALL HAVE A MAXIMUM FREE -THAW LOSS OF 15% WHEN TESTED IN ACCORDANCE WITH LABORATORY TEST METHOD 211, METHOD C. THE PLASTICITY INDEX SHALL NOT EXCEED S. 3. ACCURATELY GRADE TRENCH BOTTOM TO PROVIDE UNIFORM BEARING AND SUPPORT FOR EACH SECTION OF PIPE ON BEDDING MATERIAL AT EVERY JOINT ALONG ENTIRE LENGTH, EXCEPT WHERE NECESSARY TO EXCAVATE FOR BELL HOLES, PROPER SEALING OR PIPE JOINTS OR OTHER REQUIRED CONNECTIONS. DIG BELL HOLES AND DEPRESSIONS FOR JOINTS AFTER TRENCH BOTTOM HAS BEEN GRADED. DIG NO DEEPER, LONGER, OR WIDER THAN NEEDED TO MAKE PROPER JOINT CONNECTION. 4, ALL TRENCH EXCAVATION SIDE WALLS GREATER THAN 5 FEET IN DEPTH SHALL BE SLOPED, SHORED, SHEETED, BRACED, OR OTHERWISE SUPPORTED BY MEANS OF SUFFICIENT STRENGTH TO PROTECT THE WORKMEN WITHIN THEM IN ACCORDANCE WITH THE APPLICABLE RULES AND REGULATIONS ESTABLISHED FOR CONSTRUCTION. THE DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS (OSHA), AND BY LOCAL ORDINANCES. LATERAL TRAVEL DISTANCE TO AN EXIT LADDER OR STEPS SHALL NOT BE GREATER THAN 25 FEET IN TRENCHES 4 FEET OR DEEPER 5. BEDDING FOR STORM PIPE SHALL BE CLASS'C" BEDDING WITH 100% PASSING THE 314" SIEVE, 50%-80% PASSING THE NO, 4 SIEVE AND 25%-60% PASSING THE NO.8 SIEVE. SEE DETAIL 41C-901. 6. BEDDING FOR SANITARY SHALL BE CRUSHED STONE ENCASEMENT. SEE DETAIL 31C-901. 7, IF ONSITE MATERIAL IS UNSUITABLE, UTILITY TRENCHES BENEATH PAVED SURFACES SHALL BE BACKFILLED WITH GRANULAR MATERIAL MEETING THE FOLLOWING GRADATION: SIEVE SIZE 1 314 4 8 30 200 %PASSING: 100 85-100 30-75 20.80 16-40 0-16 8, PLACE TRENCH AND STRUCTURE EXCAVATION BACKFILL 12 INCHES OR MORE ABOVE TOP OF PIPE IN 7 INCH MAXIMUM LIFTS AND COMPACT TO 90% STANDARD PROCTOR DRY DENSITY (ASTM D698) IN UNSURFACED AREAS AND TO 95% STANDARD PROCTOR DRY DENSITY IN SURFACED AREAS. INSTALL A MINIMUM CUSHION OF 2 FEET OF COMPACTED BACKFILL ABOVE PIPE ENVELOPE BEFORE USING HEAVY COMPACTION EQUIPMENT. 9, HAND PLACE AND COMPACT BACKFILL MATERIAL TO 12 INCHES ABOVE TOP OF PIPE TO 95% STANDARD PROCTOR DRY DENSITY (ASTM 0698) IN SURFACED AREAS AND TO 90% STANDARD PROCTOR DRY DENSITY IN UNSURFACED AREAS. THIS REQUIREMENT DOES NOT APPLY TO SEPTIC LATERAL FIELDS. 10. STORM SEWER TRENCHES SHALL BE BACKFILLED WITH GRANULAR BACKFILL MEETING THE REQUIREMENTS OF THE CITY OF IOWA CITY STANDARD SPECIFICATIONS WHERE IT IS ADJACENT TO OR BENEATH THE PROPOSED STREET. SEE PLANS FOR BEDDING DETAIL. 11. THE CONTRACTOR SHALL PAY FOR COMPACTION TESTING. TESTS SHALL BE CONDUCTED BY AN INDEPENDENT LABORATORY AND THE OWNER SHALL BE PROVIDED COPIES OF THE RESULTS. COMPACTION TESTING SHALL BE ONE TEST PER 100 LINEAL FEET (30.5 m) PER 81N. (200 mm) LIFT. 12. THE CONTRACTOR SHALL MAKE PROVISIONS TO HANDLE WATER ENCOUNTERED DURING CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE OWNER'S REPRESENTATIVE OF THE PROPOSED METHOD OF DEWATERING. STORM SEWER t STORM SEWER SHALL BE CLASS ill REINFORCED CONCRETE PIPE (RCP) UNLESS NOTED OTHERWISE ON THE FLANS. ALL STORM SEWER IS TO BE CONSIDERED PRIVATE. 2. REINFORCED CONCRETE PIPE (RCP) A. RCP SHALL CONFORM TO ASTM C76 OR AASHTO M170. B. ELLIPTICAL RCP SHALL CONFORM TO ASTM C507 OR AASHTO M207. C. ARCH RCP SHALL CONFORM TO ASTM C506 OR AASHTO M208. D. RC END SECTIONS (APRONS) SHALL CONFORM TO THE REQUIREMENTS OF ASTM C76, CLASS 11 AND SHALL BE PROVIDED WITH A POURED IN PLACE TOEWALL OR HAVE THE LAST THREE JOINTS TIED IN ACCORDANCE WITH IOWA DEPARTMENT OF TRANSPORTATION STANDARD ROAD PLAN RF -14. 3, GENERALLY, PIPES SHALL CONFORM TO THE TABLE BELOW FOR CLASSIFICATION BASED ON DEPTH OF COVER UNLESS SPECIFIED OTHERWISE BY THE PLANS AND SPECIFICATIONS. DESIGN CLASSIFICATION BY DEPTH OF COVER (0 - 300mmM300mm - 400mm)(OVER 400mm) 0'_12' 12=16' OVER 16 12" TO 64" (300mm TO 1.37m) CLASS III CLASS IV SEE PLANS 60" TO 90" (152m TO 229m) CLASS it CLASS III SEE PLANS 4. JOINTS MATERIAL SHALL BE SELECTED FROM THE MATERIAL USED BELOW, A. FLEXIBLE RUBBER GASKET JOINT SHALL CONFORM TO ASTM C443 OR ASTM 0361. B. COLDMASTIC BITUMINOUS 1) MANUFACTURED FROM ASPHALT, LIQUEFIERS, MINERAL FILLERS, AND FIBERS, FREE FROM MOISTURE. 2) PLASTIC AND WORKABLE WITH TROWEL. 5. SUBDRAIN MATERIAL SHALL BE RIGID TYPE IN ACCORDANCE WITH AASHTO DESIGNATIONS M-252 AND M-294. SLOT TYPE PERFORATIONS SHALL CONFORM TO A.D.S. DESIGNATION DE. MATERIAL SHALL BE ADVANCED DRAINAGE SYSTEMS, INC. NA 2 SMOOTH -INTERIOR CORRUGATED POLYETHYLENE PIPE (PEP) OR APPROVED EQUIVALENT. 6. SUBDRAIN SHALL BE A MINIMUM OF 4' DEEP AT GRADE EQUIVALENT TO LONGITUDINAL STREET SLOPE OR SLOPED NOT LESS THAN 0.5% UNLESS OTHERWISE NOTED. 1. STORM SEWER MANHOLES A. MANHOLES MAY BE PRECAST UNITS AND SHALL CONFORM TO ASTM C478. JOINTS SHALL MEET C990. PIPE OPENINGS SHALL BE PROVIDED WITH FLEXIBLE CONNECTORS DESIGNED TO PRODUCE A POSITIVE WATERTIGHT CONNECTION AND SHALL MEET ASTM C923, THESE CONNECTORS SHALL BE A-LOK PRODUCED BY A-LOK PRODUCTS INC. OR EQUAL. B. GRADE RINGS SHALL CONFORM TO ASTM 0478. C. PRIOR TO BACKFILLING, LIFT HOLES SHALL BE FULLY GROUTED AND/OR PLUGGED. D. MANHOLE CASTINGS SHALL BE STANDARD HEAVY-DUTY FRAME AND LID, NEENAH R-1642, OR EQUAL. E. MANHOLE STEPS SHALL BE NEENAH R-198", DEETER 1606, OR EQUAL. F. CAST -IN-PLACE STRUCTURES SHALL CONFORM TO PLAN DETAILS AND CONFORM TO THE QUALITY STANDARD FEDERAL SPECIFICATION SS -S-158. G. EXISTING AND NEW MANHOLES SHALL RECEIVE A MAXIMUM OF 12" OF ADJUSTING RINGS BELOW THE FRAME. STRUCTURES IN PAVEMENTS SHALL BE CONSTRUCTED WITH CONCRETE BOXOUT. ADJUSTMENTS IN EXISTING STORM MANHOLES, WHERE REQUIRED, SHALL BE INCIDENTAL TO THE COST FOR STORM SEWER. 5. STORM SEWER LINES SHALL BE A MINIMUM OF 10' FROM WATER LINES RUNNING PARALLEL. AT CROSSINGS, A MINIMUM 18' SEPARATION MUST BE MADE WITH A FULL 20' SECTION OF GASKETED PIPE CENTERED OVER OR UNDER WATER LINE. 6. ALL LINE AND GRADE CONTROL WILL BE DONE WITH A LASER BEAM, WITH GRADE CHECKS AT 25L 50' AND THEN EVERY 1 D BETWEEN MANHOLES. 7. PRIOR TO FINAL ACCEPTANCE, ANY SEPARATIONS AT PIPE JOINTS WILL BE RESEALED WITH MASTIC OR MORTAR, 8. THE CONTRACTOR WILL MANTAIN A RECORD DRAWING SET WITH WITNESS DIMENSIONS TO ALL CONNECTIONS. THESE DRAWINGS WILL BE SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE. SANITARY SEWER 1. DESIGN AND CONSTRUCTION OF SANITARY FACILITIES SHALL BE IN CONFORMANCE WITH THE FOLLOWING: A. CITY OF IOWA CITY DESIGN AND CONSTRUCTION STANDARDS AND PROCEDURES B. REQUIREMENTS AND STANDARDS OF THE IOWA DEPARTMENT OF NATURAL RESOURCES. 2. SERVICES SHALL BE 4' DIA. PVC, SDR 23.5 UNLESS OTHERWISE NOTED, INSTALLED AT THE LOCATIONS SHOWN ON THE PLANS. MARK SERVICES WITH A 4X4 METAL POST OR #4 REINFORCING STEEL AT LEAST 24 INCHES IN LENGTH BURIED WITHIN ONE FOOT OF FINISHED GRADE. 3. PVC TRUSS SANITARY SEWER PIPE SHALL MEET THE REQUIREMENTS OF ASTM D2680 WITH ELASTOMERIC JOINTS PER ASTM D3212. PIPE SHALL HAVE A MINIMUM PIPE STIFFNESS OF 200 LB/INCH/INCH AT 6% DEFLECTION. CRUSHED STONE ENCASEMENT SHALL BE INSTALLED TO THE TOP OF THE PIPE. ALL SERVICE CONNECTION TO TRUSS PIPE SHALL BE PREFABRICATED YS. 4. SANITARY SEWER MANHOLES A. MANHOLES WILL BE PRECAST UNITS AND SHALL CONFORM TO ASTM 0478. JOINTS SHALL MEET C990. PIPE OPENINGS SHALL BE PROVIDED WITH FLEXIBLE CONNECTORS DESIGNED TO PRODUCE A POSITIVE WATERTIGHT CONNECTION AND SHALL MEET ASTM C923. THESE CONNECTORS SHALL BE A-LOK PRODUCED BY A-LOK PRODUCTS INC. OR EQUAL. B. GRADE RINGS SHALL CONFORM TO ASTM 0478. C. WATERPROOFING WILL BE REQUIRED FOR ALL MANHOLES. THE BITUMEN SHALL CONSIST OF TWO COATS OF ASPHALTIC PITCH CONFORMING TO THE REQUIREMENTS OF ASTM D449. D. PRIOR TO BACKFILLING, LIFT HOLES SHALL BE FULLY GROUTED AND/OR PLUGGED. WATERPROOFING SHALL BE FIELD APPLIED IN ACCORDANCE WITH ITEM C ABOVE. E. MANHOLE CASTINGS SHALL BE STANDARD HEAVY-DUTY TRAFFIC FRAME AND LID SHALL BE NEENAH R-1642, OR APPROVED EQUAL, WATERTIGHT FRAME AND LID SHALL BE NEENAH R -1916-D, DEETER 1248 B, OR EQUAL. CAST COVER INSCRIPTION WITH "SANITARY SEWER, CITY OF IOWA CITY". IN PAVED AREA, CASTING SHALL BE NON -ROCKING. F. MANHOLE STEPS SHALL BE MA INDUSTRIES PSbPF, OR APPROVED EQUAL. G. INTERNAL MANHOLE CHIMNEY SEALS SHALL BE PROVIDED UNDER PAVING. CHIMNEY SEAL SHALL BE CRETEX INTERNAL MANHOLE CHIMNEY SEAL" OR APPROVED EQUAL THAT SPANS FROM THE CASTING RING TO THE GONE SECTION. H. RESILIENT PIPE -TO -MANHOLE CONNECTION: ASTM C923. L EXISTING AND NEW MANHOLES SHALL RECEIVE A MAXIMUM OF 12" OF ADJUSTING RINGS BELOW THE FRAME. STRUCTURES IN PAVEMENTS SHALL BE CONSTRUCTED WITH CONCRETE BOXOUT. ADJUSTMENTS IN EXISTING MANHOLES, WHERE REQUIRED, SHALL BE INCIDENTAL TO THE COST FOR SANITARY SEWER. 5. CONTRACTOR TO PROVIDE FLOW "BANDSEAL' COUPLINGS FOR DISSIMILAR PIPE CONNECTIONS. 6. THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN A RECORD DRAWING SET SHOWING LOCATIONS OF ALL WYES FROM THE DOWNSTREAM MANHOLE AND OTHER PERTINENT INFORMATION REGARDING THE SEWER MAIN CONSTRUCTION. WITNESS DIMENSIONS TO ENDS OF SERVICE RUNS WILL BE REQUIRED. HORIZONTAL AND VERTICAL SEPARATION IS MEASURED OUTSIDE -TO -OUTSIDE OF PIPES. 7. THERE SHALL BE A MINIMUM OF 10 FEET OF HORIZONTAL SEPARATION TO ANY PARALLEL -RUNNING WATER MAIN. WHEN A SEWER LINE CROSSES A WATER MAIN, A MINIMUM 18' VERTICAL SEPARATION IS REQUIRED. A FULL 20' SECTION OF GASKETED PIPE SHALL BE CENTERED OVER OR UNDER THE WATER MAIN. 8. LINE AND GRADE CONTROL SHALL BE DONE WITH A LASER BEAM, WITH GRADE CHECKS AT 25', 50' AND THEN EVERY 100' TO NEXT MANHOLE. PIPE VENTILATION SHALL BE PROVIDED TO PREVENT BEAM REFRACTION. 9. BEDDING FOR PVC TRUSS PIPE SHALL BE TO THE TOP OF PIPE. GRANULAR MATERIAL FOR PIPE BEDDING SHALL BE CLASS A CRUSHED STONE CONFORMING TO LD.O-T STANDARD SPECIFICATION 4120.04. 10. ALL SANITARY SEWER AND SERVICE TRENCH BACKFILL SHALL BE CLASS "A" CRUSHED STONE CONFORMING TO LD.O.T. STANDARD SPECIFICATION 4120.04 WITH ONE INCH MAXIMUM AGGREGATE SIZE. COMPACT TO 95% STANDARD PROCTOR DENSITY. ENTIRE DEPTH OF TRENCH LOCATED UNDER PAVEMENT SHALL BE BACKFILLED WITH CLASS'A' CRUSHED STONE. A. TESTING: ALL SANITARY MANHOLES AND PIPING SHALL BE TESTED FOR LEAKAGE IN ACCORDANCE WITH CITY OF IOWA CITY STANDARDS. 12. ALL PVC TRUSS SEWER PIPE SHALL BE SUBJECT TO DEFLECTION TESTING NO SOONER THAN 30 DAYS AFTER THE COMPLETION OF BACKFILLING OPERATIONS, AT THEIR EXPENSE, THE CONTRACTOR SHALL PULL AN APPROVED RIGID BALL OR MANDREL WITH A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE, THROUGH THE PIPE BY HAND IN ACCORDANCE WITH THE CITY OF IOWA CITY ENGINEERING DEPARTMENT REQUIREMENTS. NO MECHANICAL PULLING DEVICES SHALL BE ALLOWED, NO PIPE SHALL EXCEED A DEFLECTION OF 5%. WATER DISTRIBUTION 1. NO PVC PIPING FOR DOMESTIC OR FIRE SERVICE ALLOWED. 2. DUCTILE -IRON PIPE (DIP) PIPE SHALL CONFORM TO CLASS 53. DUCTILE IRON PIPE: A. PIPE SHALL BE AW WA C151, CLASS 53. B. PIPE IS TO HAVE AN EXTERIOR BITUMINOUS ENAMEL COATING AND A STANDARD CEMENT MORTAR LINING N ACCORDANCE WITH AW WA C104. C. PIPE SUSPENDED FROM STRUCTURES AND BOLTED OR RESTRAINED JOINT PIPE, UNLESS OTHERWISE INDICATED OR SPECIFIED, SHALL BE CLASS 53, D. PIPE IS TO BE COMPLETE WITH ALL NECESSARY JOINT GASKETS, LUBRICANTS, GLANDS AND BOLTS. DUCTILE IRON PIPE JOINTS: A. SINGLE RUBBER -GASKET PUSH -ON JOINTS OR MECHANICAL JOINTS SHALL CONFORM TO ANSVAW WA C1111A21.11. FURNISH WITH ALL NECESSARY HARDWARE AND GASKETS. ALL GASKETS SHALL BE FLUOROCARBON OR FLUOROELASTOMER GASKETS EXCEPT FOR THE NITRILE GASKETS IN THE TAPPING SLEEVES. B. FOR BOLTED I RESTRAINED MECHANICAL JOINT, USE GRIFFIN BOLT-LOK RESTRAINED JOINT OR APPROVED EQUAL, CLASS 53- C. FOR UNBOLTED RESTRAINED MECHANICAL JOINT, USE GRIFFIN SNAP-LOK RESTRAINED JOINT OR APPROVED EQUAL, CLASS 53. D. DO NOT USE DRILLED & TAPPED RETAINER GLANDS. E. PLAIN END OF PUSH -INN PIPE FACTORY MACHINED TO A TRUE CIRCLE AND CHAMFERED TO FACILITATE FITTING GASKET. 2, DIP FITTINGS (TEES, BENDS, ETC.) SHALL CONFORM TO ANSI A21.10 OR ANSI A21.53 MECHANICAL OR PUSH -ON JOINT, ANSI A21 A 1, CLASS 250 FOR UNDERGROUND PIPING. ALL UNDERGROUND JOINTS SHALL BE PUSH -ON EXCEPT WHERE MECHANICAL JOINTS ARE SHOWN ON PLANS. 3, DIP RUBBER GASKETS, LUBRICANT, GLANDS, BOLTS, AND NUTS SHALL CONFORM TO ANSI A21.11. 4. LEAD JOINTS ARE NOT PERMITTED. 5. MINIMUM DEPTH OF BURY FOR WATER MAIN SHALL BE 5.5 FEET BELOW FINISHED GRADE. GATE VALVES AND CURB STOPS SHALL BE CONSTRUCTED TO MAINTAIN 5.5' TO 6' MAX. DEPTH UNLESS OTHERWISE NOTED. 6. INSTALL #12 TW SOLID COATED COPPER INSULATED WIRE WITH THE ENTIRE LENGTH OF PIPELINE. INSULATION TO BE PROTECTED TO PREVENT ACCIDENTAL GROUNDING. MINIMIZE SPLICES AND WRAP ALL BARE WIRES WITH ELECTRICAL TAPE. INSTALL WIRE CONTINUOUSLY WITH BACKFILL TAPED TO TOPSIDE OF PIPE AT 5 -FOOT INTERVALS. BRING WIRE TO SURFACE IN TRACER WIRE TERMINAL BOXES BY FIRE HYDRANTS AND WHERE WATER MAINS START. 7, ALL WATER MAIN, FILLINGS, VALVES, AND HYDRANTS SHALL BE INSTALLED WITH 8 MIL. POLYETHYLENE ENCASEMENT PER AW WA C1G5. 8. CONTRACTOR SHALL PERFORM HYDROSTATIC TEST, DISINFECTION, AND BACTERIOLOGICAL. TESTS ON COMPLETED WATER MAIN ACCORDING TO CITY OF IOWA CITY STANDARD SPECIFICATIONS PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 9. SEPARATION BETWEEN WATER AND SEWER LINES SHALL BE A MINIMUM OF 10 FEET WHEN RUNNING PARALLEL. AT CROSSINGS, A MINIMUM OF 1.5 FEET SHALL BE MAINTAINED WITH A FULL 20 -FOOT SECTION OF GASKETED PIPE CENTERED ABOVE OR BELOW THE WATER MAIN. 10. ONLY WATER COMPANY OR WATER DEPARTMENT PERSONNEL SHALL OPERATE EXISTING VALVES OUTSIDE THE WORK AREA. 11. HAND -DELIVER NOTICE OF SERVICE INTERRUPTION TO ALL AFFECTED CUSTOMERS 24 HOURS BEFORE ANY PLANNED OUTAGES. NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SUCH OUTAGES, 12. THE CONTRACTOR WILL MAINTAIN A RECORD DRAWING SET WITH WITNESS DIMENSIONS TO ALL SERVICE LINES, VALVES, EXISTING WATER LINES, ETC. THESE DRAWINGS WILL BE SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE. 13. ALL VALVES SHALL BE PLACED ON A SOLID W X 16"X 2" MASONRY UNIT RESTING ON A SUITABLY COMPACTED SUBGRADE. VALVES SHALL BE SET PLUMB AND LEVEL WITH VALVE BOXES COVERS ADJUSTED TO FINISHED GRADE. 14, ALL THRUST BLOCK JOINT RESTRAINTS WILL BE READY MIXED 3000 PSI PORTLAND CEMENT CONCRETE PLACED BETWEEN VALVE, BEND, ETC. AND UNDISTURBED EARTH. ALL APPURTENANCES SHALL BE COVERED WITH HEAVY DUTY POLYETHYLENE FILM PRIOR TO PCC PLACEMENT. NO BLOCKS, TIMBERS OR OTHER DEVICES WILL BE ALLOWED. CONSULT ENGINEER FOR NUMBER OF CUBIC YARDS OF PCC REQUIRED AT EACH LOCATION. 15. RESTRAINED JOINT FITTINGS SHALL BE USED WHERE STIPULATED IN THE PLANS OR WHERE PCC THRUST BLOCKS ALONE WILL NOT PREVENT JOINT MOVEMENT. 16. TESTING - IN ACCORDANCE WITH THE CITY OF IOWA CITY STANDARDS. 17. WATER MAINS AND SERVICES SHALL BE BACKFILLED WITH CRUSHED STONE AS DEFINED IN NO. 10 FOR SANITARY SEWERS AND COMPACTED TO 95% STANDARD PROCTOR DENSITY. 18, ALL DOMESTIC AND FIRE WATER SERVICE LINES SHALL BE TAPPED AFTER BACTERIA AND PRESSURE TESTING HAS BEEN COMPLETED. ARCHITECT OF RECORD Nau"m" Mon- PC 221 East COIne Street I Suss 313 Iowa City, Iowa 52240 T318.338.7878 4166thAvenue I S.T0209 Des Ma 50309 T 615.339M.]600.780D CONSULTANTS PaHdng CoosuguN Strustu"I Enginwr 16605 Plgi IDD, nb 1660 S. Highway 100, Suik 424 MI -pa., MN 66916 952.696.9116 MEPP EagMaw I Design Engiue"s 6891 P"a i s, IA U SW CedarR52404 Rapids, IA 319841.1994 CNIi shNa•HaJay ada, 28$4 Noaagas, Dr. I- City, iowa SV45 319.354.3940 z 0 in z 0 2 z z W z PROJECT NAME HARRISON STREET PARKING FACILITY ry C= X OMMER CITY OF IOWA CITY 410 E Wa9Mn9W St Iowa City, Iowa mm 319.366 -SM PROJECTRO.13.M ISSUE ONEUMAM9 MON9ONPC p�.rN"Nm 1a'm4 Mwwon Pwc-aww.uew, aucUl.9n.n PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME NOTES AND DETAILS ISHEET NUMBER THICKNESS OF PCC PATCH EDDNS RD JOINT. REFER TO IDOT STANDARD - DEPTH OF EXISTING PCC PAVEMENT ROAD PLAN RHSO. PLUS 1 INCH EXISTING PAVEMENT E%19TING PAVEINf _ a •A . EXISTING GRANU� . SUBCRI DE EXISTING GRANULAR S' PATCH GRANOAR SUBGRADE SUBGRADE 1, BACIWLLLIGHT POLE BASE REMOVAL EXCAVATiONWBH GRANULAR BACKFILL. 01NOTPCC PATCH TG SCALE S ORB' PCC PAVEMENT. SEE PLAN FOR LOCATION AND THICKNESS. SEE GRADING PIAN FOR CROSS -SLOPE. TYP All NEW SIDEWALKS ABUTTING EXISTING SIDEWALK SHALL BE DOWELED WITH 94 EPDXY COATED BAR AT Ir OC W/ W EPDXY EMBED. EPDXY SHALL BE HILTI HIT -RE SIX. PROVIDE 101101 IOOT GRADATION 14 SUIR ASE SEE SPECIFICATION FOR COAWACTK)N REQUIREMENTS, SEE PLAN FOR LOCATION AND THICKNESS. SUBGRADE TO BE SCARIFIED TO A DEPTH OF 17 AND RECOMPACTED TO 98% STANDARD PROCTOR DENSITY NOTES: 1. SPACE("EXPANSION JOINTS AT MAX 5O INTERVALS 2. PROWDE MEDIUM BROOM FINISH PERPENDICULAR TO THE DIRECTION OF TRAVEL. PCC SIDEWALK 4 Nor ro scMEro�sc,uE STEEL POST SPACED S-0' OC WOMEN 2.4 CONTINUOUS TOP AND BOTTOM RAILS (SECURE FABRIC TO RAIL) V HIGH PLASTIC FRANCE FABRIC (COLOR ORANGE) (3) TIES PER POST EXISTING GRADE CONCRETE BASE TO RE USED ON ALL PAVED AREAS. N NO SRUATION SHCULD SUPPORTS BE DRILLED INTO FINAL PAVED SURFACES "F ( 1. FENCE MUST BE SECURED IN AN UPRIGHT Posmo N AT ALL TIME& ORANGE CONSTRUCTION FENCE 8 NOT To SOME BUILONG FACE T ORABUTTNNG PAVEMENT .JOINT SEALANT 1170 CLOSED CELL POLYETHYLENE FOAM S. BACKER ROD <.. JT. MATERIAL 112" EXPANSION JOINT 2 Nor ro SCME d V ASPHALT OVERLAY ON PCC CURB&GUTTER SECTION PCC CURB ANDGUTTER SECTION THICKENED ASPHALT PAVEMENT ASPHALT PAVEMENT WITH PGC CURB 5 NOT TO SCALE TREE DIAMETER TO BE MEASURED AT 4.5' OFF THE GRDUND FORM H \1 / NORMAL SLOPE GRADE — — EIEV T-THICKNESSSPECIFIED PCC FOR PAVEMENT _ O3"RADWS SUBBASE OPLACE°C"JOINTATICS'CENTERS. REFERTOK)WADGI.STANOARDROADPL M-59 OSEE SITE PAVING AND JOINING PIAN FOR LOCATIONISI 5" INTEGRAL CURB &GUTTER SECTION 3 xor ro 5CME oznD-e-91 COURSE: 5! ASPHALT URFACE COURSE: 2.5' ASPHALT IF BRICK BASE IS FOUND UNDER EXISTING ASPHALT, PROVIDE F PCC BASE UNDER NEW ASPHALT `taerterrreenerrrrerrarrneneemeneernamerrenreern_ ►�i�ica�s�as�sia.�ad�s��it< � �. i FULL DEPTH ACC PAVEMENT 6 Nor m SCALE PROJECT DURATIONS GREATER THAN 8 MONTHS FENCE SHALL BE 4'A' HIGH GALVANIZED OWN LINKFENCE VWTH FABRCFOR PROJECT DURATIONS GREATER TRAIN S MONTHS. PROJECT DURATIONS (FSS THAN 8 MONTHS FENCE SHALL 8E 4'-0' NKX ORANGE CONSTRUCTION FENCE WITH 2X4 TOP RAIL. STEEL FENCE POSTS AT SS' OC MINIMUM. EXISTING TREE S TICAL ALL TREES INSIDE WORKAREA :NCE LOCATION TO BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION ACTIVITIES. E SOIL. WRHINTHE CRZ SFW.(. NOT BE DISTURBED IN ANY MANNER DURING CONSTRUCTION. NO EQUIPMENT, ATIFIMS, SUPPLIES, ANDIORSALVMNE SFNLL BE STORED OR PLACED WITHIN THE ZONE. NO VEHICULAR OR ]UAPIENTTRAFFIC SHALL RE PERMITTED WITHIN THE CRZ NO FILING OR CURING OF EXISTING SOILS SHALL BE 4WIiTEDMUTON THE CRZ THE OWNERS REPRESENTATIVE ANGOR LANDSCAPESERWCES MUST APPROVE ANY EVIATIOM FROM THE STANDARD TREE PROTECTION DETAIL 9 Nor m scuE 2,7YD POST TENSOR I ALL CHAIN LINK FENCE AND GATES SMALL BE DRIVEWAY NelNnnn M.— PC 22tEmLCNega SUa61)Suib 303 Iowa Dln. IaYe 522A0 T 319.338.7878 iPROPOSE°DRIVEWAYAPPRQAGH �\ hi CONSULTANTS P—N C—u..8trac 1 EnW51 1889 S. Highway 100, Sui.424 Mm..Apg114, MN 88418 RENAVAL 952.585.9118 MSFT E.gin— BOTH 2 1 AREA ENDS 2831 NONNeia Dr. 5TRFET lase Cey, Iowa 52245 319.354.3049 z I . SAWCUT AS CLOSE TO CURB AS POSSIBLE, MINB9IM DEPTH=213 OF EXISTING PAVING. 2, SAWCUT CURB AT FULL WIDTH AND S'IN FROM 0 BOTH ENDS. 0 3, REMOVE SMALL SECTIONS OF CURB FIRST. Z C.b Ren I O W MIN PCC NEW DRNEWWYAPPRQACH - P4 BARS, EVERY 24' OC, GROUT IN PLACE 1 -IIT UPCURB M4 BARS, IS' LONG, EVERY 24' OC,AND T MSX FROM EACH END /EXISTING -MAINTAIN STREET PCC STREET DEPTHFOR AMINNMUMOF iTiNTOAPPRQACH C_S.Iim Vlew DRIVEWAY CONSTRUCTION - IOWA CITY 7 NOT iO $GALE 02751-0-02 25' D LINE POST GAGE TENSION WIRE INISHED GRADE CC FOOTING AT CORNER POSTS V -g' MA NOTES: 1, CONTRACTOR SHALL PROVKE GALVANIZED FIERCE MATERIALS(FRAMEWORK, FENCE FABRIC, FITTINGS, TENSION WIRES, ETC.), 2. PROVIDE BEIGE PVC PRIVACY SLATS WITH BOTTOM LOCK GAT ON FENCE EXCEPT AT CONSTRUCTION GATES AND MALLOW FOR SITE DISTANCEAT DRIVE ENTRANCES, 3. PROVIDE A MINIMUM OF 2 CONSTRUCTION ENTRANCES WITH GATES. 6 FOOT CHAIN LINK CONSTRUCTION FENCE 10 NOT 10 SOME 1' MINIMUM TOP RAIL — MINWIUM 7, 0.1487HICK GALVANIZEDCHA WJW FENCE FABRIC GALV STEEL CHAIN LINK FENCING, POSTS& RAILS W1 TAN VINYL PRIVACY SLATS MINIMUM 2)6' OD LINE POSTSAND 2W DD CORNERAND PULL POSTS. 1' MW BOTTOM RJB. GRADE �—I!t 12-0 CONCRETE FOOTING ONCORNER PoTS GATE POSTS ONLY. OTHER STS AM a) { Ht jlIJ,3 II DRIVEN n NOTES: 1. CHAINLINK FENCE SHALL BE INSTALLED AROUND IXRSTRUCTKN SITE PERIMETER. ALL CONSTRUCTION WORK EXTENDING BEYONDTHE CHAINLINKFENCE PERIMETER SHALL BE ENMOSED WLTH ORANGE CONSTRUCTION FENCE WRING CONSTRUCTION. 2.POSTS SHALL BE SPACED NO MORE THAN ITAPART 3. ALL CHANUNK PERIMETER FENCE SHALL HAVE BEIGE POLYETHYLENE PRIVACYSLATS. SLATSSHAIL BE PULLHEIiHTOF FENCE. 4. SEE SPECIFICATIONS FOR ADDIT04AL INPORMATKR. CHAINLINK CONSTRUCTION FENCE 11 NOT TO SCME ARCHITECT OF RECORD NelNnnn M.— PC 22tEmLCNega SUa61)Suib 303 Iowa Dln. IaYe 522A0 T 319.338.7878 418 SM Avanua 1 SUIe 208 D. Moinne, lava 50309 T 515339.7800 hi CONSULTANTS P—N C—u..8trac 1 EnW51 1889 S. Highway 100, Sui.424 Mm..Apg114, MN 88418 TM � 952.585.9118 MSFT E.gin— DeMgn En9mI914 Bei I%I .IA 204 Cir Rrplid8. IA 52404 319.841.1844 CMI0.aHal"ty H." Sh 2831 NONNeia Dr. lase Cey, Iowa 52245 319.354.3049 z 0 0 Z O 2 z Z W PROJECT NAME HARRISON STREET PARKING FACILITY OWNER CITY OF IOWA CITY 410 E WMWngbn St l 4 City, Iowa 52240 319556EW0 PROJECTND,I3. O MISUE ONEUKANN MDNSIXN PC nd,urou.4 dcrFN. 4Mmv.. a mm� wmal.mlw, PwmlWw� M Hwmem Mann PC V Pun6Wd. PRELIMINARNOT FOR Y SHEET NUMBER •" 1 TM � c3a LrT OWNER CITY OF IOWA CITY 410 E WMWngbn St l 4 City, Iowa 52240 319556EW0 PROJECTND,I3. O MISUE ONEUKANN MDNSIXN PC nd,urou.4 dcrFN. 4Mmv.. a mm� wmal.mlw, PwmlWw� M Hwmem Mann PC V Pun6Wd. PRELIMINARNOT FOR Y SHEET NUMBER •" 1 GENERAL A. CONSTRUCTION 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE OF IOWA, AND CITY OF IOWA CITY CODES AND ORDINANCES (IBC 2009), INCLUDING FIRE CODES. 2. THIS STRUCTURE IS CLASSIFIED AS AN OPEN PARKING STRUCTURE, OCCUPANCY GROUP S-2, AND AS CONSTRUCTION TYPE 11-6, UNPROTECTED, NON-COMBUSTIBLE. 3. CONTRACTOR SHALL CHECK ALL PANS, SECTIONS, AND DETAILS SHOWN ON STRUCTURAL DRAWINGS FOR COMPATIBILITY WITH ARCHITECTURAL DRAWINGS. STRUCTURAL DRAWINGS SHOW ONLY STRUCTURAL ELEMENTS OF PARKING STRUCTURE. DISCREPANCIES, IF ANY, SHALL BE REPORTED TO ENGINEER FOR CLARIFICATION OR ADJUSTMENTS BEFORE PROCEEDING WITH WORK. B. DESIGN LIVE LOADS (ALL LOADS ARE SERVICE LOADS UNLESS NOTED): DESCRIPTION 1. STAIR t ELEVATOR TOWERS 2. SUPPORTED PARKING AND DRIVE AREAS a} SLABS (UNREDUCED) b) BEAMS (UNREDUCED OR REDUCED) c) COLUMNS(REDUCED) 'MINIMUM REDUCED LIVE LOAD SHOWN. ACTUAL REDUCED LIVE LOAD FOR EACH COMPONENT TO BE PER APPLICABLE BUILDING CODE EQUATIONS CONSIDERING TRIBUTARY AREA. 3. CONCENTRATED WHEEL LOAD (ON 4.5"X 4.5- AREA) 4. BUMPER IMPACT, ON 1 -FT SQ, 18` & 27" (NOT CONCURRENTLY) ABOVE FINISHED FLOOR 5. SLABS -0N -GROUND 6. STAIRS, LANDING AND LOBBIES 7. SNOW LOADS a) GROUND SNOW LOAD (PG) b} FLAT ROOF SNOW LOAD (PF) c) SNOW EXPOSURE FACTOR (CE) d) SNOW LOAD IMPORTANT FACTOR (LW) e) ROOF THERMAL FACTOR (CT) 8. WIND DESIGN CRITERIA a) BASIC WIND SPEED b) WIND LOAD IMPORTANCE FACTOR (LW) 0 WIND EXPOSURE d) INTERNAL PRESSURE COEFFICIENT e) COMPONENTS AND CLADDING 9. EARTHQUAKE DESIGN CRITERIA a) SEISMIC IMPORTANCE FACTOR (LE) b) SPECTRAL RESPONSE ACCELERATION FOR SHORT PERIOD (SS) Cl SPECTRAL RESPONSE ACCELERATION AT i -SECOND PERIOD (Sl) d) SITE CLASS e) DESIGN SPECTRAL RESPONSE ACCELERATION FOR SHORT PERIOD (SDS) I) DESIGN SPECTRAL RESPONSE ACCELERATION AT 1 -SECOND PERIOD (SDI) g) SEISMIC DESIGN CATEGORY h) RESISTING SYSTEM IN EAST -WEST DIRECTION 1) BASIC STRUCTURAL SYSTEM 2) DESIGN BASE SHEAR (V) 3) SEISMIC RESPONSE COEFFICIENT (CS) 4) RESPONSE MODIFICATION FACTOR (R) 5) DEFLECTION AMPLIFICATION FACTOR (CO) 6) ANALYSIS PROCEDURE i} RESISTING SYSTEM IN NORTH -SOUTH DIRECTION 1) BASIC STRUCTURAL SYSTEM ROOFLOAD FLOOR LOAD 40 PSF 230k (ULTIMATE) 61PSF 40 PSF 61 PSF 40PSF 53 PSF 32 PSF LOAD 3000 LBS 6000 LBS 40 PSF 100 PSF 25 PSF 21 PSF 1.0 1.0 1.2 90 MPH 1.0 B ±0.18 SEE SPECIFICATIONS 1.0 0.100 G 0.052 G D 0.090 G 0.088 G S ORDINARY REINFORCED CONCRETE MOMENTFRAMES 230k(ULTIMATE) 0.0303 3 2-1/2 EQUIVILENT LATERAL FORCE SUILIDNG FRAME SYSTEM - ORDINARY REINFORCED CONCRETE MOMENTFRAMES 111. 2) DESIGN BASE SHEAR (V) CONT. PERIODIC 230k (ULTIMATE) 3) SEISMIC RESPONSE COEFFICIENT (CS) IV. 0.0303 A. 4} RESPONSE MODIFICATION FACTOR (R) 3 I . 5) DEFLECTION AMPLIFICATION FACTOR (CD) MAX. TOTAL AIR NORM. MAX. 2-1/2 6) ANALYSIS PROCEDURE SLUMP, CONTENT AGGREGATE EQUIVILENT DAYS RATIO INCHES (71.5%) SIZE LATERAL FORCE 10. MECHANICAL, ELECTRICAL, PLUMBING (DEAD LOAD) 4 NO TEST 2" 3 PSF 17. PER PCI DESIGN HANDBOOK (6th EDITION) 6-89 NO TEST 2" a) DESIGN TEMPERATURE DIFFERENTIAL 4 NO TEST 2" 70 F b) ANNUAL AVERAGE AMBIENT RELATIVE HUMIDITY 4 5 3/4" 70% C. FIRE RATINGS, CONFORMING TO MNL -124-89 AND ASTM El 19 ARE AS 4 5 314" FOLLOWS: OR ONE HOUR. 3' S 314" t PROVIDE DOWELS BETWEEN FOUNDATIONS AND WALLS EQUAL TO STRUCTURAL ELEMENT HOURS PROVIDED HOURS REQUIRED SI ZE AND SPACING OF VERTICAL WALL REINFORCING, UNLESS 1. POST -TENSIONED CONCRETE SLABS 0 0 NOTED OTHERWISE. 2. POST -TENSIONED CONCRETE BEAMS 0 0 2. MINIMUM REINFORCEMENT FOR MASONRY WALLS SUBJECT TO 3. CONCRETE COLUMNS 0 0 BUMPER LOADS SHALL BE #5 @ 81N. O.C. FOR A HEIGHT OF 2 FT 8 4. CONCRETE WALLS 0 0 INCHES ABOVE FLOOR AND GROUT ALL BLOCK CORES SOLID UP TO 2 5. STAIR/ELEVATOR TOWERS 0 0 FT. 8INCHES ABOVE FLOOR. MINIMUM REINFORCEMENT FOR 6. BRIDGES 0 0 D. FUTURE EXPANSION OTHER CONCRETE 10. 1 1. THIS PARKING FACILITY IS NOT DESIGNED FOR FUTURE EXPANSION a. MASONRY WALL GROUT FILL 3,000 8-10 NO TEST 3/8" E. EXISTING CONSTRUCTION b. NSNS GROUT 8,000 0 NO TEST NOA 1. FIELD VERIFY ALL EXISTING ELEVATIONS, DIMENSIONS, AND 11PRECAST '.. CONDITIONS SHOWN ON DRAWINGS BEFORE ANY MATERIAL "PRIOR TO ADDING WATER REDUCER REINFORCED WITH TWO #5 BARS CONTINUOUS UNLESS SHOWN FABRICATION AND ERECTION OR CONCRETE PLACEMENT FOR NEW "" NO SLUMP REQUIREMENT X OTHERWISEDRAWINGS. CONCRETE BLOCK FOR THREE CONSTRUCTION. IMMEDIATELY REPORT ALL DISCREPANCIES TO # AFTER WATER REDUCER ADDITION SEE SPECIFICATION SECTION 316329-2.5.D.3) 2. COURSES DIRECTLY BELOW BOND BEAM BEARING AND EXTENDING ENGINEER. ## PROVIDE CORROSION INHIBITING ADMIXTURE, SEE SPECIFICATION SECTION 033000 FOR PRODUCT AND DOSAGE. OUT AT AN ANGLE DEGREES SHALL BE SOLID BLOCK OR SHALL 11. FOUNDATION WORK BE GROUTED SOLID, UNLESS NOTED OTHERWISE. D, N 5. A. FOUNDATIONS, RETAINING WALLS, BASEMENT WALLS, FOUNDATION 4, PROVIDE CONTROL JOINTS IN MASONRY WALLS AT 20 FT, ON CENTER DRAINAGE, AND SLABS ON GRADE HAVE BEEN DESIGNED IN MAXIMUM OR AS NOTED ON DRAWINGS. B. MATERIAL PROPERTIES - REINFORCING AND CONNECTION STEEL. ACCORANCE WITH RECOMMENDATIONS OF TERRACON a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN CONSTRUCTION DOCUMENTS X CONSULTANTS INC, REPORT NUMBER 06135646.01, DATED AUGUST 5, STRUCTURAL STEEL 2014, INCLUDING SUPPLEMENTAL ADDENDUM DATED DECEMBER 5, 2. 1. WELDED BARS 2014. FOR MORE INFORMATION SEE SECTIONS OF SPECIFICATION a. BEARING -TYPE CONNECTIONS X DIVISION 31. 2. B. FOUNDATION DESIGN A. STRUCTURAL SHAPES 3. '.. DESCRIPTION 1. W -SHAPES ALLOWABLE LOAD 1. STRIP FOOTINGS 2. M -SHAPES, S -SHAPES, HP -SHAPES, CHANNELS, ANGLES NET 1500 PSF 2. SPREAD FOOTINGS B. HOLLOW STRUCTURAL SECTIONS NET 1500 PSF 3. AUGER -CAST PILES 1. ALL SHAPES 95 TON C. RETAINING WALL DESIGN STEEL PIPES 8. 1. DESIGN EQUIVALENT FLUID PRESSURE BEHIND BASEMENT TYPE D. STRUCTURAL PLATES AND BARS P=(70" x H +1120") HEADED ANCHOR STUDS WALLS LATERALLY SUPPORTED TOP AND BOTTOM E.BOLTS 10. 2. DESIGN EQUIVALENT FLUID PRESSURE BEHIND CANTILEVERED 1. 112" DIA. TO i" DIA., UN P=(50` x H + 1/2Q") d. SINGLE -PASS FILLET WELDS< 5116' RETAINING WALLS 2. 1-118' DIA. TO 1-112'01A.. UN 3. COEFFEICIENT OF SLIDING FRICTION F. ANCHOR RODS TAN(DELTA) = " WITH PROPER PREHEAT PER AWS STANDARDS G. WELDING ELECTRODES 0.30' GENERAL NOTES FOR CAST -IN -PACE AND PRECAST CONCRETE P= PRESSURE (PSF); H=HEIGHT (FT); Q= SURCHARGE (PSF)" = 40 PSF a. SIZE, LOCATION, AND PLACEMENT OF MASONRY UNITS X @ INTERIOR PARKING, 250 PSE @ EXTERIOR H. GENERAL STRUCTURAL STEEL NOTES t. D. SEE SPECIFICATION SECTIONS OF DIVISION 31 FOR EXCAVATION, X SPLICED ACCORDING TO ACI 318-08, SECTION 12.14. DEWATERING, AND COMPACTION. 1. LINTELS SHALL HAVE END BEARING ON MASONRY OF 8 2. E. FOOTING SHALL BEAR ON: INCHES, BUT NOT LESS THAN t INCH OF SUCH BEARING FOR EACH LESS THAN FOOT Of OPENING. 1. COMPACTED ENGINEERED FILL 3. F. EXCAVATION DEPTHS INDICATED ON DRAWINGS ARE TO BE USED DOOR OPENINGS: TWO 45 BARS ALL FOUR SIDES Of EACH OPENING FOR BIDDING PURPOSES ONLY AND ARE APPROXIMATE. MISCELLANEOUS X G. BEFORE PLACEMENT OF GRANULAR FILL BELOW SLAB -ON -GRADE, 3. BARS 4 FEET LONG AS DIAGONAL BARS AT EACH CORNER. ENTIRE SURFACE SHALL BE PROOFROLLED AND OBSERVED BY A. FOR EXACT SIZES AND LOCATIONS OF MECHANICAL AND ELECTRICAL 4. WHERE SHOWN HOOKED, PROVIDE STANDARD 90 DEGREE BAR TESTING AGENCY FOR SOFT OR UNSTABLE MATERIAL. REMOVE ITEMS AND OPENINGS, CONSULT RESPECTIVE SUBCONTRACTORS. X HOOKS UNLESS NOTED OTHERWISE. UNACCEPTABLE MATERIAL AND REPLACE WITH APPROVED 5. WHEN REINFORCEMENT IS LAP SPLICED, PROVIDE CLASS B SPLICE GRANULAR FILL. B. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION 111. CONCRETE CONT. PERIODIC IV. CONCRETE MASONRY A. MATERIAL PROPERTIES - CONCRETE: I . FC PSI MAX. MAX. TOTAL AIR NORM. MAX. A. MATERIAL PROPERTIES AS28 We SLUMP, CONTENT AGGREGATE INSPECTION OF REINFORCING STEEL WELDING: DAYS RATIO INCHES (71.5%) SIZE i. COMPRESSIVE STRENGTH OF MASONRY. F'M = 2000 PSI. 1. CAST -IN PACE CONCRETE a. FOOTINGS 4,000 0.45 4 NO TEST 2" 2. MORTAR TYPE'M" DR'S". JOTHER REINFORCING STEEL b. AUGER CAST -IN-PLACE PIERS 3,000 0.50 6-89 NO TEST 2" C. PILE CAPS 4,000 0.45 4 NO TEST 2" g, GENERAL CONCRETE MASONRY NOTES d. COLUMN PIERS 5,000 0.45 4 5 3/4" 4. 1 PERFORM SAMPLING AND TESTING OF CONCRETE ACCORDING TO SPECIFICATIONS GRADE BEAMS 4,000 OA5 4 5 314" I. COLUMNS 5,000 OAS I. 3' S 314" t PROVIDE DOWELS BETWEEN FOUNDATIONS AND WALLS EQUAL TO g. SUPERTRUCTURE SLABS, BEAMS 5,000 0.40 3` 7 314" SI ZE AND SPACING OF VERTICAL WALL REINFORCING, UNLESS INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES h. WALLSS## 4,000 0.45 3' 5 314' NOTED OTHERWISE. i. SB ON GRADE 4,000 0.45 A 4 6 1' 2. MINIMUM REINFORCEMENT FOR MASONRY WALLS SUBJECT TO a. j. STAIRS, LANDINGS, LOBBIES ## 4,000 0.45 4 7 314" BUMPER LOADS SHALL BE #5 @ 81N. O.C. FOR A HEIGHT OF 2 FT 8 k. ALL OTHER 4,006 0.45 4 5 3(4" INCHES ABOVE FLOOR AND GROUT ALL BLOCK CORES SOLID UP TO 2 2 PRECAST CONCRETE FT. 8INCHES ABOVE FLOOR. MINIMUM REINFORCEMENT FOR 9. a. WALL PANELS 6,000 0.40 5-1/2 314" MASONRY WALLS NOT SUBJECT TO BUMPER LOADS SHALL BE #4 @ 3. OTHER CONCRETE 10. 1 48 IN, O.C. PLUS ONE 94 VERTICAL AT CORNERS, EDGES OF X a. MASONRY WALL GROUT FILL 3,000 8-10 NO TEST 3/8" OPENINGS, AND ENDS OF WALLS, GROUT BLOCK CELLS WITH 11. 1 b. NSNS GROUT 8,000 0 NO TEST NOA REINFORCEMENT FULL. 11PRECAST 3. IN MASONRY WALLS, PROVIDE 8 -IN. -WIDE BOND BEAM LINTELS "PRIOR TO ADDING WATER REDUCER REINFORCED WITH TWO #5 BARS CONTINUOUS UNLESS SHOWN i. "" NO SLUMP REQUIREMENT X OTHERWISEDRAWINGS. CONCRETE BLOCK FOR THREE # AFTER WATER REDUCER ADDITION SEE SPECIFICATION SECTION 316329-2.5.D.3) 2. COURSES DIRECTLY BELOW BOND BEAM BEARING AND EXTENDING X ## PROVIDE CORROSION INHIBITING ADMIXTURE, SEE SPECIFICATION SECTION 033000 FOR PRODUCT AND DOSAGE. OUT AT AN ANGLE DEGREES SHALL BE SOLID BLOCK OR SHALL 4. FOR ADDITIONAL INFORMATION REGARDING AIR ENTRAINMENT, SEE SPECIFICATION SECTION 033000. BE GROUTED SOLID, UNLESS NOTED OTHERWISE. D, N 5. ALL CONCRETE IS NORMAL WEIGHT: 145 PSF. STEEL CONSTRUCTION 4, PROVIDE CONTROL JOINTS IN MASONRY WALLS AT 20 FT, ON CENTER MAXIMUM OR AS NOTED ON DRAWINGS. B. MATERIAL PROPERTIES - REINFORCING AND CONNECTION STEEL. a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN CONSTRUCTION DOCUMENTS X V. STRUCTURAL STEEL FY, PSI ASTM 2. 1. WELDED BARS 60,006 A615` a. BEARING -TYPE CONNECTIONS X OR 60,000 A706 2. ALL BARS, UN 60,000 A615 A. STRUCTURAL SHAPES 3. WELDED WIRE REINFORCEMENT (SMOOTH) 65,000 A185 1. W -SHAPES 4. PRESTRESSING STRAND 270.000 (FPU) A416 2. M -SHAPES, S -SHAPES, HP -SHAPES, CHANNELS, ANGLES 5. POST TENSIONING STRAND 270,000 (FPU} A416 B. HOLLOW STRUCTURAL SECTIONS 6. COIL BOLTS AND COIL RODS 65,000, UN 1. ALL SHAPES 7. WELDING FOR STEEL REINF. BARS AWS DIAC. STEEL PIPES 8. DEFORMED BAR ANCHORS 70,000 A496 D. STRUCTURAL PLATES AND BARS 9. HEADED ANCHOR STUDS 60,000 (FS) A108 E.BOLTS 10. HEADE0ITERMINATOR BARS 60,000 A970 1. 112" DIA. TO i" DIA., UN d. SINGLE -PASS FILLET WELDS< 5116' X 2. 1-118' DIA. TO 1-112'01A.. UN D. F. ANCHOR RODS " WITH PROPER PREHEAT PER AWS STANDARDS G. WELDING ELECTRODES C. GENERAL NOTES FOR CAST -IN -PACE AND PRECAST CONCRETE a. SIZE, LOCATION, AND PLACEMENT OF MASONRY UNITS X H. GENERAL STRUCTURAL STEEL NOTES t. COLUMN REINFORCING SHALL BE CONTUNUOUS, OR SHALL BE c. SPECIFIED SIZE, GRADE, TYPE, AND PLACEMENT OF REINFORCEMENT X SPLICED ACCORDING TO ACI 318-08, SECTION 12.14. X 1. LINTELS SHALL HAVE END BEARING ON MASONRY OF 8 2. WELDED WIRE REINFORCEMENT SHALL BE SPLICED PER AC131"IL, E. INCHES, BUT NOT LESS THAN t INCH OF SUCH BEARING FOR EACH LESS THAN FOOT Of OPENING. SECTION 12.19. 3. PROVIDE EXTRA REINFORCING AROUND ALL OPENINGS, INCLUDING X DOOR OPENINGS: TWO 45 BARS ALL FOUR SIDES Of EACH OPENING VL MISCELLANEOUS X AND EXTEND 2 FEET BEYOND CORNERS OF OPENING. ADD TWO 45 3. BARS 4 FEET LONG AS DIAGONAL BARS AT EACH CORNER. X A. FOR EXACT SIZES AND LOCATIONS OF MECHANICAL AND ELECTRICAL 4. WHERE SHOWN HOOKED, PROVIDE STANDARD 90 DEGREE BAR 4. ITEMS AND OPENINGS, CONSULT RESPECTIVE SUBCONTRACTORS. X HOOKS UNLESS NOTED OTHERWISE. 5. WHEN REINFORCEMENT IS LAP SPLICED, PROVIDE CLASS B SPLICE X B. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION TYPICAL, UNLESS NOTED OTHERWISE. SEE DETAILS FOR SPLICE F. AUGER -CAST PILE FOUNDATIONS LOCATIONS. C. INSERTS CALLED OUT ON DRAWINGS SHALL BE AS DESIGNATED 6. SLAB -ON -GRADE REINFORCEMENT SHALL BE #3 @ 181N. O.C., EW, X BELOW FOR DIAMETERS INDICATED, NOMENCLATURE IS FOR PACED 2 IN. CLEAR FROM TOP OF SLAB, UNLESS NOTED 2. DAYTON/RICHMOND CONCRETE ACCESSORIES. X OTHERWISE. T COMBINATION OF POLYPROPYLENE AND POLYETHYLENE OR X 1, 112 INCH DIAMETER POLYPROPYLENE AND STEEL FIBERS MAY BE SUBSTITUTED FOR 93 BARS IN SLAB -ON -GRADE IF ACCEPTED IN WRITING BY ENGINEER. 4. 2. 314 INCH DIAMETER SEE SPECIFICATION SECTION 033000 FOR PRODUCTS AND DOSAGE 3. 1 INCH DIAMETER G. RATES. 4. 1AA INCH DIAPv1ETER 8. PROVIDE A 314 INCH CHAMFER ON ALL EXPOSED CORNERS OF 5. PROVIDE COIL BOLTS AND RODS WITH NECESSARY PENETRATION MATERIAL VERIFICATION OF GUARDRAIL STRANDS (SEE SPECIFICATION SECTION 051617) CONCRETE. TOP EDGES OF WALLS MAY BE TOOLED. INTO INSERTS TO DEVELOP FULL STRENGTH PER MANUFACTURER'S 9. PROVIDE CONTROUCONSTRUCTION JOINTS AS SHOWN ON THE RECOMMENDATIONS. 1 JINSPECT PLACEMENT OF GUARDRAIL STRANDS DRAWINGS. FOR MORE INFORMATION, SEE SPECIFICATION SECTION 033000. D. POST -INSTALLED ANCHORS 10. ALL INSERTS AND COIL RODS SHALL BE GALVANIZED. SEE SPECIFICATION SECTION 033000 FOR MORE INFORMATION. 1. POST4NSTALLED ANCHORS SHALL ONLY BE USED WHERE SHOWN ON 11. DO NOT PLACE BACKUP BARS FOR P -T ANCHOR PLATES IN CONTACT THE CONSTRUCTION DOCUMENi S. THE CONTRACTOR SHALL OBTAIN WITH PLATES. ALLOW ONE INCH BETWEEN ANCHOR PLATE AND APPROVAL FROM THE ENGINEER -0F -RECORD PRIOR TO INSTALLING MISCELLANEOUS ITEMS REBAR. POST -INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACE 12. DO NOT BUNDLE MORE THAN TWO SLAB TENDONS IN A SINGLE CAST -IN-PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING VERIFY INSTALLATION OF EXPANSION JOINTS, TRAFFIC TOPPING MEMBRANES, AND JOINT SEALANTS BUNDLE WITHOUT PRIOR WRITTEN ACCEPTANCE BY ENGINEER. POST -INSTALLED ANCHORS TO AVOID CONFLICTS WITH EXISTING ANCHORAGES FOR EACH BUNDLE SHALL BE SPACED, CENTER TO REBAR. HOLES SHALL BE DRILLED AND CLEANED IN ACCORDANCE VERIFY ATTACHMENT AND10R BRACING OF MISCELLANEOUS ITEMS SUCH AS PIPES, EQUIPMENT, SIGNS, BOLLARDS, ETC. CENTER, A MINIMUM OF 8INCHES APART. WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. SUBSTITUTION REQUESTS, FOR INSTALLATIONS OTHER THAN THOSE 13. FOR SHORING CALCULATIONS. ACCOUNT FOR CONSTRUCTION SHOWN, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE LOADS AND ASSUME THAT BEAMS AND SLABS BELOW WILL SUPPORT ENGINEER -OF -RECORD ALONG WITH CALCULATIONS THAT ARE A LIVE LOAD OF 40 PSF WHEN CONCRETE REACHES ITS 28 DAY PREPARED AND SEALED BY A REGISTERED PROFESSIONAL COMPRESSIVE STRENGTH. ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE 14. FOR POST -TENSIONING, STRESS SLAB TENDONS PARALLEL TO SUBSTITUTED PRODUCT IS CAPABLE ACHIEVING THE PERTINENT BEAMS FIRST, THEN TENDONS PERPENDICULAR TO BEAMS, THEN EQUIVALENT PERFORMANCE VALUES MINIMUM) OF THE SPECIFIED I STRESS BEAMS, AND THEN STRESS GIRDERS. DO NOT CHANGE PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE ANDIOR ORDER OF STRESSING. STANDARD(S) AS REQUIRED BY THE BUILDING CODE. SEE 15. STRIPPING OF FORMS SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 033000. SPECIFICATION SECTION 033000. SHORE BEAMS TO STRESSED TIERS BELOW AS REQUIRED. a) CONCRETE ANCHORS 16. ALL PLATES OR INSERTS REQUIRED FOR CONNECTIONS TO 1) MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED POST -TENSIONED MEMBERS SHALL BE CAST INTO POST -TENSIONED CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN MEMBER. USE OF POWER PROPELLED FASTENERS OR DRILLED -IN ACCORDANCE WITH ACI 355.2 AND ICC -ES AC193. ANCHORS IS PROHIBITED, UNLESS ACCEPTED IN WRITING BY 2) ADHESIVE ANCHORS FOR USE IN CRACKED AND UNCRACKED ENGINEER. CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN 17, PIC EMBED SHOP DRAWINGS MUST BE APPROVED AND EMBEDDED ACCORDANCE WITH ICC -ES AC308. ITEMS INSTALLED WHERE REQUIRED PRIOR TO PLACING CONCRETE. b) MASONRY ANCHORS 1) ANCHORAGE TO SOLID -GROUTED CONCRETE MASONRY D. CONCRETE PROTECTION FOR REINFORCEMENT; a. MECHANICAL AND CONCRETE SCREW ANCHORS FOR USE IN SOLIOGROUTED CONCRETE MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN ACCORDANCE WITH ICC -ES ACOt OR i. SPECIFIED CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AC 106, RESPECTIVELY. PER ACI 318-08, SECTION 7.7 b. ADHESIVE ANCHORS FOR USE IN SOLID -GROUTED CONCRETE 2. FOR PRESTRESSED AND NON -PRESTRESSED REINFORCEMENT IN MASONRY SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN PRESTRESSED/PRECAST CONCRETE MEMBERS, SPECIFIED ACCORDANCE WITH ICC -ES AC58. CONCRETE PROTECTION AT TOP OF MEMBERS SHALL BE 1-112 INCHES CONSISTENT WITH ACI 362.1 R-12, "GUIDE FOR THE DESIGN OF 2) ANCHORAGE TO HOLLOW CONCRETE MASONRY/UNREINFORCED DURABLE PARKING STRUCTURES" CLAY BRICK MASONRY 3. FOR PRESTRESSED AND NON -PRESTRESSED CONCRETE a. SCREW ANCHORS FOR USE IN HOLLOW CONCRETE MASONRY RIENFORCEMENT IN CAST -IN-PLACE, POST -TENSIONED CONCRETE, SHALL HAVE BEEN TESTED AND QUALIFIED IN ACCORDANCE WITH SPECIFIED CONCRETE PROTECTION SHALL BE AS FOLLOWS: ICC -ES AC106. CONCRETE b. ADHESIVE ANCHORS WITH SCREEN TUBES SHALL BE TESTED AND COVER (INCHES} QUALIFIED IN ACCORDANCE WITH ICC -ES AC58 OR AC60, AS APPROPRIATE. THE APPROPRIATE SCREEN TUBE SHALL BE USED AS a} SLAB TOP REINFORCEMENT 2 RECOMMENDED BY THE ADHESIVE MANUFACTURER. b} SLAB BOTTOM REINFORCEMENT 3/4 .)BEAM TOP REINFORCEMENT, UN 3 E ABBREVIATIONS d) BEAM STIRRUPS AT SIDES AND BOTTOM OF BEAM 1-112 e) BEAM STIRRUPS AT TOP OF BEAM 2-112 1 AS ANCHOR I) COLUMN TIES 1-112 2. C P CAST -IN-PLACE CONCRETE g) FOOTING TOP REINFORCEMENT 2 3. CJ CONTROL JOINT/CONSTRUCTION JOINT h) FOOTING BOTTOM AND SIDE REINFORCEMENT 3 4. CMU CONCRETE MASONRY UNIT i) WALL REINFORCEMENT #5 BAR AND SMALLER 1-1/2 5. DBA DEFORMED BAR ANCHOR j) WALL REINFORCEMENT #6 BAR AND LARGER 2 6. DP DRILLED PIER k) DRILLED PIER/PIER CAP 3 7. ESP ELEVATION BOTTOM OF DRILLED PER 1) PILES/PILE CAP 3 8. EF EACH FACE 9.EJ EXPANSION JOINT E. EPDXY COATING FOR REINFORCEMENT AND ANCHORS: 70. ETC ELEVATION TOP OF DRILLED PIER OR PILE CAP 0 11. ETF ELEVATION TOP OF FOOTING 1. EPDXY COAT THE FOLLOWING: 12. ETP ELEVATION TOP OF GRADE BEAM a) ALL REINFORCEMENT IN SUPPORTED SLABS. 13. ETP ELEVATION TOP OF CONCRETE PIER b) SUPPORT BARS FOR ALL SUPPORTED SLAB REINFORCEMENT. 14. ETS ELEVATION TOP OF SLAB c) ALL REINFORCEMENT AT POUR STRIPS. 15. ET W ELEVATION TOP OF WALL d) ALL PJT ANCHORS AND COUPLERS. 16. EW EACH WAY e) BOG REINFORCEMENT 17. EWEF EACH WAY, EACH FACE I) ALL WALL REINFORCEMENT BELOW GRADE AND UP TO 3'-(t' ABOVE 18. ELEVATION WORKING POINT SLAB ELEVATION. FD 19. FD FLOOR DRAIN g} COLUMN TIES 20. GENERAL CONTRACTOR III COLUMN PIERS 21. HAS HEADED ANCHOR STUDS i) BEAM STIRRUPS 22. NSNS NON -SHRINK, NON-STAIN23. j} BEAM TOP BARS OC ON CENTER 24. OH OPPOSITE HAND 2. FOR ADDITIONAL INFORMATION REGARDING EPDXY COATING. SEE SPECIFICATION SECTION 033000. 25. P/C PRECAST CONCRETE 26. P/T POST -TENSIONED CONCRETE 27, RD ROOF DRAIN 28. BOG SLAB ON GRADE 29. UN UNLESS NOTED 30. WWR WELDED WIRE REINFORCEMENT 31, ETR ELEVATION TOP OF BEAM 32, FS FOOTING STEP 33. GS GRADE BEAM STEP F. DO NOT SCALE THE DRAWINGS FY, PSI 50,000 36,000 50,000 35,000 36,000 92,000 81,000 36,000 E70XX TYPE B-16 TYPE F-56 TYPE F-56 TYPE F-58 ASTM A992 A36 A1085 AA53 GELB A36 A326 A325 F1554 GR.36 AWSDIA 2 STRUT 2 STRUT 4 STRUT VII. TESTING AND INSPECTION NOTES A. FOLLOWING TESTS AND INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY EMPLOYED BY OWNER AND APPROVED BY ENGINEER AND BUILDING OFFICIAL, TEST AND INSPECTION REPORTS SHALL BE SUBMITTED FOR APPROVAL TO ENGINEER AND BUILDING OFFICIAL. CONFORM TO REQUIREMENTS OF IBC SECTIONS 109 AND 1704 - Vlll, DEFERRED SUBMITTALS A. FOLLOWING ITEMS ARE PORTIONS OF DESIGN THAT WILL NOT BE SUBMITTED AT TIME OF BUILDING PERMIT APPLICATION. DESIGN OF THESE ITEMS WILL BE PERFORMED AND SUBMITTED BY A SPECIALTY CONTRACTOR DURING CONSTRUCTION PHASE OF PROJECT. FOR INFORMATION SEE APPROPRIATE SPECIFICATION SECTIONS RELATED TO THESE ITEMS. 1. PRECAST CONCRETE ELEMENTS S. ENGINEER OF RECORD SHALL REVIEW DEFERRED SUBMITTAL DRAWINGS AND CALCULATIONS PREPARED BY CONTRACTOR AND FORWARD THEM TO BUILDING OFFICIAL WITH NOTATION INDICATING DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH DESIGN REQUIREMENTS. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL DESIGN AND SUBMITTAL DOCUMENTS HAVE BEN APPROVED BY BUILDING OFFICIAL. ARCHITECT OF RECORD H¢um M-- PC 221 East Cdlege Stee: i Sude 303 Iowa Cry. Inwa 5224G 1119 33P.IA]6 1195�h Avenue I Suite 209 Dav Mofries, Iowa 50308 T 515.339 7800 CONSULTANTS Walker Parking Conauha- s,' l rel Engineer 1660 Hgh.W 100.&,-. Su6.e 421 t/mneapMls: M"Y 55atE T 952.595.917E PROTECT NAME HARRISON STREET PARKING RAMP OWNER PROJECT ND. 21.3922.00 ISSUE PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME GENERAL NOTES 1111 NUMBER S-001 REQUIRED VERIFICATION AND INSPECTION CONT. PERIODIC A. CONCRETE CONSTRUCTION I . INSPECTION OF REINFORCING STEEL. INCLUDING PRESTRESSING TENDONS. AND PLACEMENT X 2. INSPECTION OF REINFORCING STEEL WELDING: a. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706 X b. SHEAR REINFORCEMENT X a JOTHER REINFORCING STEEL X 3. 1 IVERIFYING USE OF REQUIRED DESIGN MIX X 4. 1 PERFORM SAMPLING AND TESTING OF CONCRETE ACCORDING TO SPECIFICATIONS X 5. 1 INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES X tL 1 INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES X 7. INSPECTION OF PRESTRESSED CONCRETE: a. APPLICATION OF PRESTRESSING FORCES X 8. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST -TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS X 9. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF CONCRETE MEMBER BEING FORMED X 10. 1 VERIFY FINISH OF CONCRETE SLABS AND FLOORS (SEE SPECIFICATION SECTION 033000) X 11. 1 VERIFY LOCATION AND CONSTRUCTION OF POUR STRIPS AND JOINTS IN CONCRETE SLABS AND FLOORS (SEE SPECIFICATION SECTION 033000 AND STRUCTURAL DRAWINGS) X 11PRECAST CONCRETE i. ERECTION OF PRECAST CONCRETE MEMBERS X 2. VERIFICATION OF PRECAST MEMBER CONNECTIONS IN ACCORDANCE WITH STRUCTURAL DRAWINGS AND PRECAST CONSTRUCTION (SHOP) DRAWINGS X C. STEEL CONSTRUCTION 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS, AND WASHERS. a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN CONSTRUCTION DOCUMENTS X b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED X 2. INSPECTION OF HIGH-STRENGTH BOLTING: a. BEARING -TYPE CONNECTIONS X 3. 1 MATERIAL VERIFICATION OF STRUCTURAL STEEL: a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS IN APPROVED CONSTRUCTION DOCUMENTS X b. MANUFACTURER'S CERTIFIED MILL TEST REPORTS X 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN APPROVED CONSTRUCTION DOCUMENTS X b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED X 5. 1 1INSPECTION OF STRUCTURAL STEEL WELDING: a. ICOMPLETE AND PARTIAL PENETRATION GROOVE WELDS X b. MULTI -PASS FILLET WELDS X C. SINGLE -PASS FILLET WELDS> 5116` X d. SINGLE -PASS FILLET WELDS< 5116' X D. MASONRY CONSTRUCTION (SEE IBC SECTION 1704.5.2} 1. VERIFICATION OF MASONRY CONSTRUCTION: a. SIZE, LOCATION, AND PLACEMENT OF MASONRY UNITS X b. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION X c. SPECIFIED SIZE, GRADE, TYPE, AND PLACEMENT OF REINFORCEMENT X d. PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40 DEG. F) OR HOT WEATHER (TEMPERATURE ABOVE 90 DEG. F) X E. SOILS i. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE DESIGN BEARING CAPACITY X 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL X 3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS X 4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL X 5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY X F. AUGER -CAST PILE FOUNDATIONS 1. DETERMINE CAPACITIES OF TEST PILES AND CONDUCT ADDITIONAL LOAD TESTS AS REQUIRED X 2. OBSERVE DRILLING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH PILE X 3. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM PILE DIAMETERS, LENGTHS, EMBEDMENT AND/OR ADEQUATE END BEARING TO ACHIEVE DESIGN CAPACITY X 4. PERFORM ADDITIONAL INSPECTIONS IN ACCORDANCE WITH ITEM A. ABOVE G. GUARDRAIL STRANDS 1. MATERIAL VERIFICATION OF GUARDRAIL STRANDS (SEE SPECIFICATION SECTION 051617) X 2. 1 JINSPECT PLACEMENT OF GUARDRAIL STRANDS X 3. VERIFICATION OF BACKSTRESS TO SEAT WEDGES AT NON -STRESSING ENDS. X 4. VERIFICATION OF SPECIFIED STRESSING FORCES AND BACKSTRESS AT STRESSING ENDS X H. MISCELLANEOUS ITEMS 1. VERIFY INSTALLATION OF EXPANSION JOINTS, TRAFFIC TOPPING MEMBRANES, AND JOINT SEALANTS X 2 VERIFY ATTACHMENT AND10R BRACING OF MISCELLANEOUS ITEMS SUCH AS PIPES, EQUIPMENT, SIGNS, BOLLARDS, ETC. X Vlll, DEFERRED SUBMITTALS A. FOLLOWING ITEMS ARE PORTIONS OF DESIGN THAT WILL NOT BE SUBMITTED AT TIME OF BUILDING PERMIT APPLICATION. DESIGN OF THESE ITEMS WILL BE PERFORMED AND SUBMITTED BY A SPECIALTY CONTRACTOR DURING CONSTRUCTION PHASE OF PROJECT. FOR INFORMATION SEE APPROPRIATE SPECIFICATION SECTIONS RELATED TO THESE ITEMS. 1. PRECAST CONCRETE ELEMENTS S. ENGINEER OF RECORD SHALL REVIEW DEFERRED SUBMITTAL DRAWINGS AND CALCULATIONS PREPARED BY CONTRACTOR AND FORWARD THEM TO BUILDING OFFICIAL WITH NOTATION INDICATING DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE WITH DESIGN REQUIREMENTS. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL DESIGN AND SUBMITTAL DOCUMENTS HAVE BEN APPROVED BY BUILDING OFFICIAL. ARCHITECT OF RECORD H¢um M-- PC 221 East Cdlege Stee: i Sude 303 Iowa Cry. Inwa 5224G 1119 33P.IA]6 1195�h Avenue I Suite 209 Dav Mofries, Iowa 50308 T 515.339 7800 CONSULTANTS Walker Parking Conauha- s,' l rel Engineer 1660 Hgh.W 100.&,-. Su6.e 421 t/mneapMls: M"Y 55atE T 952.595.917E PROTECT NAME HARRISON STREET PARKING RAMP OWNER PROJECT ND. 21.3922.00 ISSUE PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME GENERAL NOTES 1111 NUMBER S-001 .............. 5" CONCRETE SLAB -ON -GRADE COMPACTED GRANULAR BASE SUBCUT EXISTING & RECOMPACT FILL 12" MIN. TYPICAL SLAB -ON -GRADE SECTION SEVENTH TIER 135'- 8" ARCHITECT OF RECORD N-- Mon- PC T 319.338.1828 CONSULTANTS Walter Petkln c.'w carat Engineer w-16 79121919116 PROJECT NAME HARRISON STREET PARKING RAMP POUR SEQUENCEMIA 11-11 LINt DESIGN POUR SEQUENCE NOTES: 1. THE DESIGN OF THIS STRUCTURE HAS BEEN COMPLETED ACCORDING TO THE POUR SEQUENCE NOTED ON THIS SHEET. ANY COSTS ASSOCIATED WITH REDESIGN TO ACCOMMODATE DEVIATIONS FROM THIS SEQUENCE ARE THE RESPONSIBILITY OF THE CONTRACTOR. 2. ELEVATIONS INDICATED ON S-002 ARE APPROXIMATE. REFER TO PLAN SHEETS FOR DESIGN ELEVATIONS 44 'T-0- @ 18" OC AT MID - DEPTH Wl PLASTIC SPEED -DOWEL SLEEVE 12" LONG AT ONE SIDE ONLY TO PREVENT BOND. 20 db l' -O' ALTERNATE ENDS FIBER REINFORCED SLAB 1/2' TOOLED JOINT FILL . WITH SEALANTSEALANT CONTRACTOR TO GRIND• o C= EDGES SMOOTH AND -yo- ---------- STRAIGHT PRIOR TO SEALING. VERTICAL BARS SHOWN AT HOOKS ONLY MILD STEEL REINFORCED SLAB #,1 x 3'-0- @ 18- oc CENTERED ON JOINT C4 SLAB CONSTRUCTION JOINT 1 1/2' DEEP TOOLED JOINT OR I 1T EARLY ENTRY SAW CUT WIGROUND EDGES O..LATE TOOLED JOINT, FILL WITH SEALANT. SEALANT CONTRACTOR TO GRIND EDGES SMOOTH AND FIBER REINFORCED SLAB STRAIGHT PRIOR TO SEALING 3'GAP BETWEEN BARS MILD STEEL REINFORCED SLAB 44 x 3'-0"@ 18" OC CENTERED ON JOINT 8 134 SLAB CONTROL JOINT VERTICAL BARS VERTICAL BARS SHOWN AT > SHOWN AT CORNER REINF. CORNER REINF. ONLY ONLY SAME SIZE AND SAME SIZE AND SPACING AS SPACING AS HORIZONTAL HORIZONTAL BARS BARS A4 CORNER REINFORCEMENT db = DIAMETER OF BAR CORNER REINFORCEMENT EXTEND TOP AND BOTTOM -- BARS AND EVERY OTHER HORIZONTAL BAR AT JOINT 1 lz CLASS B LAP SPLICE &'WATERSTO AS REQUIRED V -GROOVE V8 DEEP JOINT SPACING: NOT LESS THAN 1.5x WALL HEIGHT, 2U -O' MAXIMUM AND NO MORE THAN 10'-0" FROM CORNER, B5 VERTICAL CONSTRUCTION JOINT_ CUT EVERY OTHER HORIZONTAL BAR AT JOINT EXCEPT TOPi 112' AND BOTTOM BARS JOINT SPACING: 6"WATERSTOP 20' MAXIMUM AND NO MORE AS REQUIRED THEN 10' FROM CORNER V -GROOVE V8 DEEP & A5 VERTICAL CONTROL JOINT OWNER PROJECT NO. 21-22.00 ISSUE PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME GENERAL NOTES S-002 • • • PILE •1-1 @ D )1_ GAP --- COLUMN BEYOND h „- ..._... .... 8" CMU WALL I 68200 -„ B" CIE WALL GRADEBEAM i -- 2" RIGID INSULATION 67725 -- PILE CAP -- PILES BEYOND I 1 7'-5" 6'-0" I SLAB ON GRADE PO4 6j50 10"CIP WALL, SEE DETAIL 3/S-505 FOR REINFORCING 36"D x 24"W GRADE BEAM, SEE DETAIL A2/S- S-201 Al -.: 501 FOR REINF 674.58 PO4 673.08 i 14 x6'-0" Wl 180° HOOKS @ 12" OC 2"TYP. RETAINING WALL `- PILE CAP, SEE FOOTING, SEE DETAIL ,,. SCHEDULE FOR REINF. 215-505 FOR REINF. C1 PILE CAP SECTION - GRID B.9/13 C2 PILE CAP SECTION - GRID C/1 COLUMN BEYOND CMU WALL SLAB ON GRADE CIP WALL •-" 10"CIP WALL BEYOND GRADE BEAM ` 1 2" RIGID INSULATION SEVENTH TIER PILE CAP ... .t _-� 36"D z 24"W GRADE PILES BEYOND BEAM. SEE R21S-501 FOR REINF. 130'- 4" RETAINING WALL --- FOOTING, SEE 2/S- 505 FOR REINF. PC46j?0 CIP COLUMN PC46T�0 12" CIP RETAINING WALL 0-- PILE 1 - PILE CAP, SEE SCHEDULE FOR REINF. I Al PILE CAP SECTION - GRID B.9/13 PILE CAP SECTION -GRID C11 ■ PC4 677 00 12 - a FOUNDATION PLAN A3 1116" = V-0- 16' 3 ISOMETRIC SHEET NOTES: 1. REFER TO SHEET S-001 FOR GENERAL NOTES. 2. PROVIDE 3" CLEAR COVER FOR ALL BOTTOM REINFORCEMENT AND 2' CLEAR COVER FOR ALL TOP REINFORCEMENT, UNO 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL TEMPORARY EXCAVATION BRACING, SHEETING AND SHORING. 4. COORDINATE PENETRATIONS IN GRADE BEAMS WITH MEP AND CIVIL DRAWINGS, SHOW PENETRATIONS ON ALL SHOP DRAWINGS. SEE DETAILS SHEETS 620 5. INTERCONNECTING GRADE BEAMS AND PILE CAPS TO BE FINISHED SO THAT TOP OF CAP ELEVATION MATCH TOP OF GRADE BEAM,UNO 6. SEE CIVIL DRAWINGS FOR EXTERIOR GRADES, UTILITIES, ADJACENT STRUCTURES, AND PROPERTY LINES. NOTIFY ENGINEER OF ANY CONFLICTS IMMEDIATELY. T VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 8, SEE DRAWINGS S-101 FOR GRADE SLAB INFORMATION. 9. ALL COLUMNS ANO PILE CAPS ARE CENTERED ON GRID LINES, UNO. 10. CONTRACTOR TO PROTECT SUBGRADE FROM DAMAGE DUE TO WEATHER. 11. SITE EXCAVATION - GENERAL: PRIOR TO PLACEMENT OF ENGINEERED FILL OR STRUCTURE, PROOFROLL SOIL TO DETERMINE CONFORMANCE OF SOILS WITH OF GEOTECHNICAL ENGINEER RECOMMENDATIONS. MINIMUM SLOPE OF EXCAVATION TO BE2 HORIZONTAL TO i VERTICAL. SEE EXCAVATION NOTES BELOW, 12. SITE EXCAVATION - SHALLOW FOUNDATIONS: REMOVE EXISTING FILLS AND UNSUITABLE SOILS AT AND BELOW FOUNDATIONS AND REPLACEWITH COMPACTED GRANULAR FILL. WHERE UNSUITABLE SOILS ARE ENCOUNTERED IN FOOTING EXCAVATIONS, EXCAVATION SHALL EXTEND DEEPER (OVEREXCAVATING AT LEAST 66% DEPTH OF REMOVAL BELOW FOOTING BEARING ELEVATION EACH SIDE OF FOOTING) TO SUITABLE SOILS AND REPLACED WITH COMPACTED GRANULAR BACKFILL. COMPACTION BELOW FOOTINGS SHALL BE TO 98% OF BACKFILL MATERIAL MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D698) AND IN NO GREATER THAN 9 INCH LIFTS. DEPTH SHALL BE DETERMINED BY GEOTECHNICAL ENGINEER. FOR BID PURPOSES ASSUME AVERAGE EXCAVATION OF 4'-0" BELOW BOTTOM OF FOOTING AT FOUNDATIONS. 13, SITE EXCAVATION -SLAB ON GRADE: REMOVE EXISTING PAVING AND FILLS AND REPLACE WITH COMPACTED ENGINEERED FILL, BELOW SLAB ON GRADE, PROVIDE A MINIMUM 6INCH LAYER OF COMPACTED GRANULAR BASE CONSISTING OF WELL -GRADED CRUSHED STONE CONTAINING LESS THAN 6% PASSING THE US NO. 200 SIEVE. ADDITIONALLY, THE 12 INCHES OF SOIL IMMEDIATELY BELOW THE BOTTOM OF COMPACTED GRANULAR BASE SHALL CONSIST OF A LOW PLASTICITY SOIL OR SUITABLE STRUCTURAL MATERIAL AND BE COMPACTED TO 98%. OF THE MATERIALS MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D696). SEE FINAL GRADE ELEVATIONS, SHEET S-101. 14. TOP OF AUGUR -CAST PILES SHALL BE LOCATED 6" ABOVE BOTTOMS OF PILE CAP OR FOOTING ELEVATION, SEE DETAIL C31S504, AND CUT BACK SQUARE WITH PILES AXIS TO SOUND CONCRETE FREE OF DEBRIS, SOIL AND GREASE BEFORE RECEIVING CAP OR FOOTING. 15. TOP OF GRADE BEAM ELEVATION EQUAL TO TOP OF LOWER ADJACENT PILE CAP ELEVATION SHOWN, VNO.. 16. PROVIDE DAMPPROOFING AT ALL WALLS WHERE EXTERIOR FINISH GRADE IS HIGHER THAN INTERIOR FINISH GRADE AND AT RAMP WALLS AS INDICATED. 17. FOOTING STEP FOR CONTINUOUS FOOTING TO BE LOCATED AT MIDSPAN BETWEEN GRIDS, UNO. SEE C,1S-501. 18. GRADE BEAM STEP FOR CONTINUOUS GRADE BEAMS TO BE LOCATED AT MIDSPAN BETWEEN GRIDS, UNO. SEE C31S-501. 19. TYPICAL PILE CAP/FOOTING INTERFACE; CAST FOOTING TIGHT TO ADJACENT PIER WITH BOND BREAKER AND CONTINUE FOUNDATION WALL ATOP BOTH FOOTING AND PILE CAP. PROVIDE 2" GAP BETWEEN FOUNDATION WALLS AND COLUMNS, TYP. 20. LOCATE VERTICAL CONTROL JOINTS IN WALLS AT MIDSPAN BETWEEN GRIDS OR 20'-0" OC MAX. SEE A51S-002 TOP OF PILE CAP ELEVATION -- ETC PILE CAP MARK - GRID ....__ .. } _._ GRID PILE CAP WHERE SHOWN -- PILE, TYP. QUANTITY VARIES BASED ON PILE CAP MARK NOTES. 1, SEE PILE CAP SCHEDULE AND PILE CAP NOTES FOR ADDITIONAL INFORMATION. B5 FOUNDATION LEGEND GRID 0' UNO A'-'-- GRADE BEAM MARK EO 'x EQ I I 1 i I { E 4 TOP OF GRADE BEAM { { ELEVATION = ETGS G E { { NOTE: I { \`� GRADE BEAM STEP SEE GRADE BEAM SCHEDULE LOCATION, SEE CTS -501 AND GRADE BEAM NOTES FOR ADDITIONAL INFORMATION A5 GRADE BEAM LEGEND ARCHITECT OF RECORD Newnann Monson PC 221 East Cdlege Sree:'. Sure 313 M car, io.,•a,z" T 319 338.?818 GiH 6+h Avenue ". Sus 219 Des Moines.lava,A399 T 515.3391000 CONSULTANTS W�ker Parking CansoRArtts S I E gineer ifi6G hlghw p III - loo aoUl+, Suite 1. M epo6.VN55a16 T 962 595.9116 z 0 U) Z 0 SC= Z rowkPQ bi z PROJECT NAME HARRISON STREET PARKING RAMP al KEY PLAN I OWNER PROJECT NO. 211122 11 ISSUE IPRELIMINARY NOT FOR CONSTRUCTION SHEET NAME FOUNDATION PLAN I SHEET NUMBER s ®O 13 SEVENTH TIER ... .t _-� ....0 135._8, SIXTH TIER 130'- 4" - _--____.__.__ 120' _ 0. '-""_---•_., FOURTH TIER -y - - ~ 109' 8" THIRD TIER 99 4" SECOND TIER --.-""`--PC"-^---•.-s. �. ..._.... 88' 0" _ GROUND TIER 76' - 8" ISOMETRIC SHEET NOTES: 1. REFER TO SHEET S-001 FOR GENERAL NOTES. 2. PROVIDE 3" CLEAR COVER FOR ALL BOTTOM REINFORCEMENT AND 2' CLEAR COVER FOR ALL TOP REINFORCEMENT, UNO 3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF ALL TEMPORARY EXCAVATION BRACING, SHEETING AND SHORING. 4. COORDINATE PENETRATIONS IN GRADE BEAMS WITH MEP AND CIVIL DRAWINGS, SHOW PENETRATIONS ON ALL SHOP DRAWINGS. SEE DETAILS SHEETS 620 5. INTERCONNECTING GRADE BEAMS AND PILE CAPS TO BE FINISHED SO THAT TOP OF CAP ELEVATION MATCH TOP OF GRADE BEAM,UNO 6. SEE CIVIL DRAWINGS FOR EXTERIOR GRADES, UTILITIES, ADJACENT STRUCTURES, AND PROPERTY LINES. NOTIFY ENGINEER OF ANY CONFLICTS IMMEDIATELY. T VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 8, SEE DRAWINGS S-101 FOR GRADE SLAB INFORMATION. 9. ALL COLUMNS ANO PILE CAPS ARE CENTERED ON GRID LINES, UNO. 10. CONTRACTOR TO PROTECT SUBGRADE FROM DAMAGE DUE TO WEATHER. 11. SITE EXCAVATION - GENERAL: PRIOR TO PLACEMENT OF ENGINEERED FILL OR STRUCTURE, PROOFROLL SOIL TO DETERMINE CONFORMANCE OF SOILS WITH OF GEOTECHNICAL ENGINEER RECOMMENDATIONS. MINIMUM SLOPE OF EXCAVATION TO BE2 HORIZONTAL TO i VERTICAL. SEE EXCAVATION NOTES BELOW, 12. SITE EXCAVATION - SHALLOW FOUNDATIONS: REMOVE EXISTING FILLS AND UNSUITABLE SOILS AT AND BELOW FOUNDATIONS AND REPLACEWITH COMPACTED GRANULAR FILL. WHERE UNSUITABLE SOILS ARE ENCOUNTERED IN FOOTING EXCAVATIONS, EXCAVATION SHALL EXTEND DEEPER (OVEREXCAVATING AT LEAST 66% DEPTH OF REMOVAL BELOW FOOTING BEARING ELEVATION EACH SIDE OF FOOTING) TO SUITABLE SOILS AND REPLACED WITH COMPACTED GRANULAR BACKFILL. COMPACTION BELOW FOOTINGS SHALL BE TO 98% OF BACKFILL MATERIAL MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D698) AND IN NO GREATER THAN 9 INCH LIFTS. DEPTH SHALL BE DETERMINED BY GEOTECHNICAL ENGINEER. FOR BID PURPOSES ASSUME AVERAGE EXCAVATION OF 4'-0" BELOW BOTTOM OF FOOTING AT FOUNDATIONS. 13, SITE EXCAVATION -SLAB ON GRADE: REMOVE EXISTING PAVING AND FILLS AND REPLACE WITH COMPACTED ENGINEERED FILL, BELOW SLAB ON GRADE, PROVIDE A MINIMUM 6INCH LAYER OF COMPACTED GRANULAR BASE CONSISTING OF WELL -GRADED CRUSHED STONE CONTAINING LESS THAN 6% PASSING THE US NO. 200 SIEVE. ADDITIONALLY, THE 12 INCHES OF SOIL IMMEDIATELY BELOW THE BOTTOM OF COMPACTED GRANULAR BASE SHALL CONSIST OF A LOW PLASTICITY SOIL OR SUITABLE STRUCTURAL MATERIAL AND BE COMPACTED TO 98%. OF THE MATERIALS MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D696). SEE FINAL GRADE ELEVATIONS, SHEET S-101. 14. TOP OF AUGUR -CAST PILES SHALL BE LOCATED 6" ABOVE BOTTOMS OF PILE CAP OR FOOTING ELEVATION, SEE DETAIL C31S504, AND CUT BACK SQUARE WITH PILES AXIS TO SOUND CONCRETE FREE OF DEBRIS, SOIL AND GREASE BEFORE RECEIVING CAP OR FOOTING. 15. TOP OF GRADE BEAM ELEVATION EQUAL TO TOP OF LOWER ADJACENT PILE CAP ELEVATION SHOWN, VNO.. 16. PROVIDE DAMPPROOFING AT ALL WALLS WHERE EXTERIOR FINISH GRADE IS HIGHER THAN INTERIOR FINISH GRADE AND AT RAMP WALLS AS INDICATED. 17. FOOTING STEP FOR CONTINUOUS FOOTING TO BE LOCATED AT MIDSPAN BETWEEN GRIDS, UNO. SEE C,1S-501. 18. GRADE BEAM STEP FOR CONTINUOUS GRADE BEAMS TO BE LOCATED AT MIDSPAN BETWEEN GRIDS, UNO. SEE C31S-501. 19. TYPICAL PILE CAP/FOOTING INTERFACE; CAST FOOTING TIGHT TO ADJACENT PIER WITH BOND BREAKER AND CONTINUE FOUNDATION WALL ATOP BOTH FOOTING AND PILE CAP. PROVIDE 2" GAP BETWEEN FOUNDATION WALLS AND COLUMNS, TYP. 20. LOCATE VERTICAL CONTROL JOINTS IN WALLS AT MIDSPAN BETWEEN GRIDS OR 20'-0" OC MAX. SEE A51S-002 TOP OF PILE CAP ELEVATION -- ETC PILE CAP MARK - GRID ....__ .. } _._ GRID PILE CAP WHERE SHOWN -- PILE, TYP. QUANTITY VARIES BASED ON PILE CAP MARK NOTES. 1, SEE PILE CAP SCHEDULE AND PILE CAP NOTES FOR ADDITIONAL INFORMATION. B5 FOUNDATION LEGEND GRID 0' UNO A'-'-- GRADE BEAM MARK EO 'x EQ I I 1 i I { E 4 TOP OF GRADE BEAM { { ELEVATION = ETGS G E { { NOTE: I { \`� GRADE BEAM STEP SEE GRADE BEAM SCHEDULE LOCATION, SEE CTS -501 AND GRADE BEAM NOTES FOR ADDITIONAL INFORMATION A5 GRADE BEAM LEGEND ARCHITECT OF RECORD Newnann Monson PC 221 East Cdlege Sree:'. Sure 313 M car, io.,•a,z" T 319 338.?818 GiH 6+h Avenue ". Sus 219 Des Moines.lava,A399 T 515.3391000 CONSULTANTS W�ker Parking CansoRArtts S I E gineer ifi6G hlghw p III - loo aoUl+, Suite 1. M epo6.VN55a16 T 962 595.9116 z 0 U) Z 0 SC= Z rowkPQ bi z PROJECT NAME HARRISON STREET PARKING RAMP al KEY PLAN I OWNER PROJECT NO. 211122 11 ISSUE IPRELIMINARY NOT FOR CONSTRUCTION SHEET NAME FOUNDATION PLAN I SHEET NUMBER s ®O 3 S-102 FOR TYPICAL INFORMATION - B2 T�� COVE SEALANT @COLUMNS, TYP. SEE NOTE 14 E �9 � S ei m K ° EJ 0 O sg m s E � A3 �4 s -so, 4 � ` LJ TYP. CONTINUATION OF TENDON, SEE S-102 FOR f,q{viP BACKFILL, s!9 TYPICAL INFORMATION 6)8 °pry SEE NOTE 9 TYP -- COLUMN WASH AT o ---- SLAB ON GRADE GRADE, SEE DETAIL N SEE NOTE 2 A5tSA01, TYP. I ry5 4 bill AS S-505 5-501 a EQE. E. EQ 6B as 5" SLAB ON GRADE W/ 43. @ 18" OC, EW 01 GRID B -C ( 5-11 `o SO d w ` 10 - - - -- �3 5-505 TYP.CONTROL! 6 8 4 CONSTRUCTION N JOINTS, SEE DETAILS C4 & 6� 94/S-002 FD FD ee 7�d i O S-530 I 1 i --- SLAB ON GRAD - SEE NOTE 2 -- -2" GAP - TRAFFIC COATING, SEE NOTE 21/S-102 0� 60^ ,r- MECH PENETRATIONS, ALL LEVELS. SEE S-102 FOR TYPICAL INFORMATION. Hry -- TYP. TENDON ORDINATE ABOVE SLAB SOFFIT, SEE NOTE IVS_102 D,`ti V�6 TYP. -- EXPANSION JOINT, SEE NOTE 13 FOR PIT ANCHOR LOCATIONS els ill N Qct � Le _N� 1 SLAB ON GRADE, i C7 I TRANSFORMER PLATFORM S-502 RESIDENTIAL BUILDING I N Al SECOND TIER PLAN 3; N GROUND TIER PLAN 13 0 SEVENTH TIER SIXTH TER 130'- 4" 10'-4" FIF_TH TIER"' _-` 120' 0" 19-4' .. i .. FOURTH TIER 109'-8 194" `...r S THIRD TIER 11'-4" SECOND TIER 88' 4' GROUND TIER 76'_ 8" SHEET NOTES. ISOMETRIC i. REFERENCES: GENERAL NOTES . ..... S-00 / S-002 PLAN ELEVATION KEY .., .At/5102 EXTERIOR GRADE ELEVATIONS ....... CIVIL DRAWINGS ENTRYIEXIT PLANS ARCH DRAWINGS. STAIR & STAIR/ELEVATOR PLANS & DETAILS ... S-110 THROUGH S-112 FLOOR DRAIN LOCATIONS AND DETAILS .... PLUMBING DRAWINGS COLUMN SCHEDULE .... , , ....S-610 2. CONCRETE INTERIOR SLAB ON GRADE SHALL BE 5" THICK AND REINFORCED WITH COMBINATION POLYPROPYLENE AND POLYETHYLENE FIBERS ONO SLAB ON GRADE IN INTERIOR AREAS, GRIDS B -C/5-11, AND THOSE RECEIVING A TROWELED FINISH SHALL BE REINFORCED WITH N3@18" OC EW PLACED AT MID -DEPTH OF SLAB, UNO. SLAB TO BE ON COMPACTED ENGINEERED FILL (SEE EXCAVATION NOTES, SHEET S-101). PROVIDE 1/2" JOINT FILLER AT GRADE SLAB AROUND COLUMNS, TYPICAL. 3. USE STRAIGHT LINE INTERPOLATION FOR FLOOR ELEVATIONS BETWEEN THOSE INDICATED. 4. INDICATES PLAN MATCH LINE. 5. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN CIP WALLS PER APS -002 OR B71S-002 TO MATCH JOINTS IN SLAB -0N -GRADE. 6. PROVIDE CORNER REINFORCEMENT FOR CIP WALLS, FOOTINGS, AND GRADE BEAMS PER ASIS -002 OR CVS -002 AS REQUIRED, TYP. 7. SEE CIVIL FOR EXTERIOR GRADE ELEVATIONS. COORDINATE TOP OF SLABS ON GRADE. STAIR/ELEVATOR LOBBIES, STAIR LOBBIES, AND DOOR THRESHOLDS W1 CIVIL. NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICT. 8. TYPICAL FINISHED FLOOR ELEVATION VARIES, SEE PLAN. 9. PROVIDE IMPORTED BACKFILL CONSISTING OF GRANULAR SOILS AT RAMP AREA. COMPACT BACKFILL MATERIALS IN 9INCH LIFTS, FOLLOWING GEOTECHNICAL RECOMMENDATIONS, TO 98% OF BACKFILL MATERIAL MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D698). WHERE WITHIN 18 INCHES OF BOTTOM SLAB, PROVIDE PER DETAIL AWS -002 10. INDICATES CIP CONCRETE CONSTRUCTION. INDICATES CMU WALL CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND FINISH. 12 ALL CONCRETE MASONRY WALLS TO BE STD. 8" CMU. SEE SHEET S-001 FOR TYP. NOTES. COORDINATE WALL REINF. WITH STEEL BEAMS, LINTELS, AND OPENINGS. GROUT SOLID ALL CORES WITH REINF. 13, COORDINATE P/T ANCHORS LOCATION WITH EXPANSION JOINT INSTALLATION; MARK LOCATION OF P{T ANCHORS ALONG EXPANSION JOINT. 14. NOT USED. 15. ALTHOUGH A DATUM ELEVATION MAY BE SHOWN FOR THE GROUND LEVEL, THE FLOOR IS NOT FLAT.. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE ACTUAL FLOOR ELEVATIONS ON ALL LEVELS. ALL FLOORS IN THE GARAGE SHALL HAVE A MINIMUM SLOPE TO THE FLOOR DRAINS, SEE PLAN FOR CIVIL ELEVATIONS. REFER TO PLAN ELEVATION KEY FOR MORE DETAIL, SEE AVS102. 16, SEE SHEET S-102 FOR TYPICAL SECTION MARKS, SHEET NOTES AND OTHER INFORMATION. 17. SEE SHEET S-103, FIFTH TIER PLAN, FOR COLUMN MARKS. S �2" GLA. I 1 - -`- CONTINUOUS DAMPROOFING W1 114" MIN. PROTECTION BOARD O AT BACKFILL. N I A7WALL INTERSECTION DETAIL —TECT OF RECORD ♦ :emann Monsen PC !� Ees' -1—... I Sulte 303 xa Gry, love 52240 319338.181E - SLAB EDGE - PIT SLAB ........� j -- PIT TENDON EXPANSION JOINT SEE 1 3j -- #4 L -BAR 24"k 24" DETAIL A2/S-510 I 424 TOP & BOTTOM, TYP. BACK-UP BAR �+. TYR --- EXPANSION JOINT AT li COLUMN FACE, TYP. z SEE DETAIL DIIS-510 0 U) 4 z v� WALL 0 x BELOW -- can ,t z --- SLAB ON I GRADE ....� z14re. EXPANSION JOINT DETAIL AT COLUMN Witt �eL 63 -'9" TYP. BACKER ROD & Z SEALANT,EA. SIDE CMU PARTITION CIP CONC, WALL TYPICAL WALL SEALANT DETAIL A3 13 0 SEVENTH TIER SIXTH TER 130'- 4" 10'-4" FIF_TH TIER"' _-` 120' 0" 19-4' .. i .. FOURTH TIER 109'-8 194" `...r S THIRD TIER 11'-4" SECOND TIER 88' 4' GROUND TIER 76'_ 8" SHEET NOTES. ISOMETRIC i. REFERENCES: GENERAL NOTES . ..... S-00 / S-002 PLAN ELEVATION KEY .., .At/5102 EXTERIOR GRADE ELEVATIONS ....... CIVIL DRAWINGS ENTRYIEXIT PLANS ARCH DRAWINGS. STAIR & STAIR/ELEVATOR PLANS & DETAILS ... S-110 THROUGH S-112 FLOOR DRAIN LOCATIONS AND DETAILS .... PLUMBING DRAWINGS COLUMN SCHEDULE .... , , ....S-610 2. CONCRETE INTERIOR SLAB ON GRADE SHALL BE 5" THICK AND REINFORCED WITH COMBINATION POLYPROPYLENE AND POLYETHYLENE FIBERS ONO SLAB ON GRADE IN INTERIOR AREAS, GRIDS B -C/5-11, AND THOSE RECEIVING A TROWELED FINISH SHALL BE REINFORCED WITH N3@18" OC EW PLACED AT MID -DEPTH OF SLAB, UNO. SLAB TO BE ON COMPACTED ENGINEERED FILL (SEE EXCAVATION NOTES, SHEET S-101). PROVIDE 1/2" JOINT FILLER AT GRADE SLAB AROUND COLUMNS, TYPICAL. 3. USE STRAIGHT LINE INTERPOLATION FOR FLOOR ELEVATIONS BETWEEN THOSE INDICATED. 4. INDICATES PLAN MATCH LINE. 5. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN CIP WALLS PER APS -002 OR B71S-002 TO MATCH JOINTS IN SLAB -0N -GRADE. 6. PROVIDE CORNER REINFORCEMENT FOR CIP WALLS, FOOTINGS, AND GRADE BEAMS PER ASIS -002 OR CVS -002 AS REQUIRED, TYP. 7. SEE CIVIL FOR EXTERIOR GRADE ELEVATIONS. COORDINATE TOP OF SLABS ON GRADE. STAIR/ELEVATOR LOBBIES, STAIR LOBBIES, AND DOOR THRESHOLDS W1 CIVIL. NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICT. 8. TYPICAL FINISHED FLOOR ELEVATION VARIES, SEE PLAN. 9. PROVIDE IMPORTED BACKFILL CONSISTING OF GRANULAR SOILS AT RAMP AREA. COMPACT BACKFILL MATERIALS IN 9INCH LIFTS, FOLLOWING GEOTECHNICAL RECOMMENDATIONS, TO 98% OF BACKFILL MATERIAL MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D698). WHERE WITHIN 18 INCHES OF BOTTOM SLAB, PROVIDE PER DETAIL AWS -002 10. INDICATES CIP CONCRETE CONSTRUCTION. INDICATES CMU WALL CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND FINISH. 12 ALL CONCRETE MASONRY WALLS TO BE STD. 8" CMU. SEE SHEET S-001 FOR TYP. NOTES. COORDINATE WALL REINF. WITH STEEL BEAMS, LINTELS, AND OPENINGS. GROUT SOLID ALL CORES WITH REINF. 13, COORDINATE P/T ANCHORS LOCATION WITH EXPANSION JOINT INSTALLATION; MARK LOCATION OF P{T ANCHORS ALONG EXPANSION JOINT. 14. NOT USED. 15. ALTHOUGH A DATUM ELEVATION MAY BE SHOWN FOR THE GROUND LEVEL, THE FLOOR IS NOT FLAT.. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE ACTUAL FLOOR ELEVATIONS ON ALL LEVELS. ALL FLOORS IN THE GARAGE SHALL HAVE A MINIMUM SLOPE TO THE FLOOR DRAINS, SEE PLAN FOR CIVIL ELEVATIONS. REFER TO PLAN ELEVATION KEY FOR MORE DETAIL, SEE AVS102. 16, SEE SHEET S-102 FOR TYPICAL SECTION MARKS, SHEET NOTES AND OTHER INFORMATION. 17. SEE SHEET S-103, FIFTH TIER PLAN, FOR COLUMN MARKS. S �2" GLA. I 1 - -`- CONTINUOUS DAMPROOFING W1 114" MIN. PROTECTION BOARD O AT BACKFILL. N I A7WALL INTERSECTION DETAIL —TECT OF RECORD :emann Monsen PC !� Ees' -1—... I Sulte 303 xa Gry, love 52240 319338.181E I66� Avenue i Suis 269 es M mes, loom 10309 515-3397800 ONSULTANTS a faiket PaHdng Consultants , rr��el Eeaeee< 160 H'ghwey 10' South Suite inneapoGs, MN 55416 424 952 5959116 1' z 0 U) z 0 x can ,t z t � _1 z14re. Witt �eL w Z PROJECT NAME HARRISON STREET PARKING RAMP KEY PLAN OWNER PROJECT NO, 213922 M ISSUE awoa.0 nmye. a.i.wtar. trfna N�nsm v:; .Pm dam. PRELIMINARY1 NOT FOR CONSTRUCTION SHEET NAME GROUND & SECOND TIER PLAN SHEET NUMBER S-101 ■ -- EVERY FOURTH TOP BAR TO BE CONTINUOUS (CLASS A LAP TYPICAL AT MID -SPAN AS _ _,... L REQUIRED)AT ROOF SLAB ONLY T, EQUAL F EQUAL, fE SPAN ..EQUAL EC STAGGER' E STAGGER TOP REBAR AT SUPPORT (TYPICAL) BOTTOM REBAR BOTTOM BARS CONTINUOUS (EXTEND EVERY FOURTH TO SUPPORTS BAR CONTINUOUS TO SUPPORTS) EQUAL EQUAL t BEAM MID -SPAN BEAM MID -SPAN BEAM SUPPORT EXTERIOR BAY SUPPORT INTERIOR BAY SUPPORT NOTE: UNLESS NOTED OTHERWISE STAGGER ALL BARS V-0" AS SHOWN. (EACH BAR TOP OR BOTTOM SHALL BE L/2 LONG TO PROVIDE V-0" LAP.) i r r SPAN ,. -. TOP REBAR .-... __ TOP REBAR (AT TYP) ORT (TYP) EQ. EQ. ; EQ. U.N. U.N. U.N. BOTTOM REBA i (ERTEN O - EVER BAR C T 130TTOM BARSI TO S SUPPOR I i CONT. O SUPPORTS BEAM MID -SPAN BEAM MID -SPAN BEAM SUPPORT EXTERIOR BAY SUPPORT INTERIORSAY SUPPORT P/T SLAB MILD REINFORCEMENT C1 DETAIL BEAM MARK ¢i mi i BEAM MARK TYPICAL PLAN • 7S�\ STRAIGHT LINE EXTENSION WASH PLAN ELEVATION AT -'fPLAN ELEVATION AT --1 4E INTERIOR FACE OF COLUMNI I INTERIOR FACE OF COLUMN NOTE: DETAILS APPLY TO SLAB -ON -GRACE AND SUPPORTED SLABS, UNLESS OTHERWISE NOTED. Al PLAN ELEVATION KEY PROVIDE (3) - TEMPERATUREBARS, SIMILAR TO NOTE 8 TENDON DRAPE: PROVIDE C.G.S. AT 3.00 in. ABOVE SLAB SOFFIT AT SLAB EDGE & 3.25m, OVER GRID 2 PROVIDE TEMPERATURE BARS, SEE NOTE 8 TYP BARRIER CABLE PIER, SEE NOTE 18 29'-10 EQ EQ EQ _.. E � EQ EQ >O .. a .. U -630 1 6 N B5 ¢ i( 6� `99 tt 3.75 �v o li 1.00 oI t 82 - a z i -6� rr -et ¢ i O I€ 6g8si O �. _� ..... DIAGONAL i y EI ¢ BARS, SEE -- f m " - GIRDER REINF NOTE 26, NP. € SEE NOTE 16, TYP. ' K Q > 69� 82 /;r. 82 tE 6g9 Fp FD ` DIAGONAL BARS, -- SEE NOTE 20, TYR -- COVE SEALANT AT ) BASE, SEE NOTE 25,; TYP, ALL COLUMNS IIP 0 I 9 I 66� Bi _ ess� Bt 3� v ( 9i 1 in I f B1 BI m Ob REINFORCEMENTNOTES 5.0 S2 K/ft ......... .... ....... .. ... _ .. ......., ...... ... ........ C m Al STANDARD HOOK & EDGE Neumannmm PC 221 E- College St 1 Suite 393 44 @ 15' OC x 12'-0" TYP OVER INTERIOR BEAMS, UNO � Z 414 @ 12" OC x 12'-0' Q. a p F k4C6 15 OC x 20'-0" SEE NOTE 29 FOR POUR STRIP REINFORCEMENT INFO O #4 @ 12 OC x 8'-10" 13 yp 444 @ 15' OC x 12'-0' ; �. STRESS TENDONS 09g� .09 30959 D M V. - Iowa 300 D T 339.T80gui TO INTERIOR, SEE SEE NOTE 29 FOR POUR STRIP REINFORCEMENT INFO . NOPE 9, TYP. SEVENTH TIER S coNSuITANTS / .. _.-- ......._..........0 �, 136 - 8' We&er Parking tonsulfents BI SIXTH TIER __.._ 730'-4" 3� v ( 9i 1 in I f B1 BI m ARCHITECT OF RECORD REINFORCEMENTNOTES 5.0 S2 K/ft ......... .... ....... .. ... _ .. ......., ...... ... ........ RTI Al 1 j � 7 TYPICAL BEAM SLEEVES, SEE NOTE 19 AND NOTE POUR STRIP REINF. SEE NOTE 29, TYP. B1 ^ 81 ^1 0�3 6g4 ' N %6> 6gY in D5 69 S9 m 6" P!T SLAB. SEE NOTE 10 I TYPICAL 1 69>8,? 87 B7 ......... 095 _ 9 - - "- ADDITIONAL REINF. -� _ I e i 69,383 I [ SEE NOTE 17, TYP AT GRID A AND 97 6g? 9p101 B1 6 w a I 6px3672 � m ~ u, N z D DIAGONAL BARS f sg3 I i- i FO FD SEE NOTE 20, TYP. >> ;I 62 a� B2 i1 BgA a PROVIDE CARRY (2) 9`>'A2 -- GIRDER STRESSING, TEMPERATURE U > BARS, SEE NOTE 8 TENDONS TO 6 SEE NOTE 23, TYP. 1 ~ ¢ ¢ W EST EDGE m BARRIER CABLE ti .� -- GIRDER REINF. TERMINATION, SEE w DIAGONAL I 1 SEE NOTE 16. TYP. BARS, SEE NOTE 22, TYP. o "1T 1 I 1 -,6,s 62 NOTE 26, TV B2 12 .7 2 0 < I• - '- m i- 9'CMU WALL 1 - O w ^ o " F Bf5 jt LQ'3 l 89� 1 6, A 9 '� SNOW CHUTE; 8" CIP WALLS' TYPICAL TENDON DRAPE: PROVIDE - C.G.S. AT 3.00 i0. ABOVE SLAB SOFFIT AT SLAB EDGE & 3.25,.- OVER .25in.OVER GRID 72 N A3 THIRD TIER PLAN 7116"=V -o' 1/16" = 1'-0" ISOMETRIC72. Fe(K/ft) MARK..-_ `? ARCHITECT OF RECORD REINFORCEMENTNOTES 5.0 S2 K/ft ......... .... ....... .. ... _ .. ......., ...... ... ........ RTI 44 @ 15 OC x 6' 0" STANDARD HOOK & EDGE Neumannmm PC 221 E- College St 1 Suite 393 44 @ 15' OC x 12'-0" TYP OVER INTERIOR BEAMS, UNO RT3 414 @ 12" OC x 12'-0' Q. loam Qty, 1- 12 k4C6 15 OC x 20'-0" SEE NOTE 29 FOR POUR STRIP REINFORCEMENT INFO O #4 @ 12 OC x 8'-10" 13 T 31sa3e Sara 1 A nuel 444 @ 15' OC x 12'-0' TYPICAL MID SPAN ALL BAYS, UNO, EVERY OTHER BAR FULL LENGTH �. 44 @ 15" OC x FULL SPAN t C .09 30959 D M V. - Iowa 300 D T 339.T80gui #4 @ 15" OC x 14'-0" _ SEE NOTE 29 FOR POUR STRIP REINFORCEMENT INFO . 44 @ 15" OC x 22'-10" SEVENTH TIER S coNSuITANTS / .. _.-- ......._..........0 �, 136 - 8' We&er Parking tonsulfents SIXTH TIER __.._ 730'-4" % -"� Eng neer 1669 H'ghway iC.9 Seu1M1. Site 424 u pots, NDN ss416 -_.-. v' 7052595.911& FIFTH TIER PLAN ELEVATION KEY . ...... AVS -102 120'-0" TYPICAL BAY PLAN.. .........B11S-102 g 10'4" .. FOURTH TIER COLUMN SCHEDULE & DETAILS .-...... -.. S-610 - - `• 109._8' BEAM SCHEDULE & DETAILS. .... S-621 S THIRD TIER PI SLAB PROFILES&DETAILS..... S-510 11'-4" STAIR & STAIRIELEVATOR PLANS & DETAILS ... S-110 THROUGH S-112 SECOND TIER- 88'-0' LIGHT FIXTURE LOCATIONS & INFORMATION ..... ARCHITECTURAL & ELECTRICAL DRAWINGS. + 'i z 2, DETAIL CUTS AND INFORMATION SHOWN ON THIS SHEET ARE TYPICAL FOR SUPPORTED LEVELS, U.N. GROUND TIER 76-a,- 3 ALLLUMNS ARE CENTERED ON GRID LINES U.N. CO ISOMETRIC72. Fe(K/ft) MARK..-_ `? MARK REINFORCEMENTNOTES 5.0 S2 K/ft ......... .... ....... .. ... _ .. ......., ...... ... ........ RTI 44 @ 15 OC x 6' 0" STANDARD HOOK & EDGE P 44 @ 15' OC x 12'-0" TYP OVER INTERIOR BEAMS, UNO RT3 414 @ 12" OC x 12'-0' Q. RT4 k4C6 15 OC x 20'-0" SEE NOTE 29 FOR POUR STRIP REINFORCEMENT INFO RT5 #4 @ 12 OC x 8'-10" y„Mm 444 @ 15' OC x 12'-0' TYPICAL MID SPAN ALL BAYS, UNO, EVERY OTHER BAR FULL LENGTH RB2 44 @ 15" OC x FULL SPAN TYPICAL FULL SPAN @ END BAYS, UNO RB3 #4 @ 15" OC x 14'-0" _ SEE NOTE 29 FOR POUR STRIP REINFORCEMENT INFO SHEET NOTES 44 @ 15" OC x 22'-10" t. REFERENCE:; CID k E GENERAL NOTES ..... .... S-001 / S -002.r v' ' PLAN ELEVATION KEY . ...... AVS -102 #L; ,• '- TYPICAL BAY PLAN.. .........B11S-102 g , FLOOR DRAIN LOCATIONS & DETAILS, .... PLUMBING DRAWINGS. COLUMN SCHEDULE & DETAILS .-...... -.. S-610 BEAM SCHEDULE & DETAILS. .... S-621 PI SLAB PROFILES&DETAILS..... S-510 ■ ■ STAIR & STAIRIELEVATOR PLANS & DETAILS ... S-110 THROUGH S-112 W LIGHT FIXTURE LOCATIONS & INFORMATION ..... ARCHITECTURAL & ELECTRICAL DRAWINGS. 2, DETAIL CUTS AND INFORMATION SHOWN ON THIS SHEET ARE TYPICAL FOR SUPPORTED LEVELS, U.N. 3 ALLLUMNS ARE CENTERED ON GRID LINES U.N. CO 4 USE STRAIGHT LINE INTERPOLATION FOR FLOOR ELEVATIONS BETWEEN THOSE INDICATED. 5 WHERE SHOWN THUS /I// PROVIDE (4) #5 x 8'-0" @ SLAB, MID -DEPTH, TYPICAL ALL LEVELS. 6 -1 INDICATES PLAN MATCH LINE. 7. WHERE SHOWN THUS :` PROVIDE (5) #4 x 10'-0" WITH STANDARD HOOK. LOCATED A TOP BOTTOM LAYER OF REINF. STEEL HOOK TO BE EMBEDDED IN COLUMN AND BARS EVENLY SPLAYED. 8. PROVIDE (5) #4 x CONT. @ EQUAL SPACING MID DEPTH AT CANTILEVER SLAB. 9. WHERE POSSIBLE LOCATE PIT STRESSING END ANCHORS AT GRID B O MINIMIZE EXTERIOR EXPOSURE OF PATCHES. 10. SLAB CONSTRUCTION IS POST -TENSIONED CONCRETE. SEE S102 FOR MILD REINFORCING AND POST -TENSIONING SCHEDULES. 11, SLAB CONSTRUCTION IS POST -TENSIONED CONCRETE. SLAB THICKNESS IS 6INCHES, U.N. TENDON PROFILE INDICATED:1 - TYPICAL TENDON ORDINATES ARE AS FOLLOWS, UNLESS NOTED: A. AT STRESSING, ANCHORAGE ENDS AND CONSTRUCTION JOINTS C,G.S. AT MID -DEPTH OF SLAB B. LOW POINT C.G.S. OF TENDON PROFILE OCCURS PER DETAIL D11S-102 AT I" ABOVE SLAB SOFFIT C. G.G.S. OF TENDONS OVER SUPPORTS AT 2 114" BELOW TOP OF SLAB D. SEE D1/S-102 FOR HIGH AND LOW POINT LOCATIONS. E. AS NOTED ON PLANS, IN INCHES, ABOVE SLAB SOFFIT. F. TENDON PROFILE SHALL BE PARABOLIC BETWEEN GIVEN POINTS, UNO 12. LOCATION OF SLAB TENDONS BASED ON 1r2" DIA. 270 KSI LOW RELAXATION STRANDS. Fe = 27.0 kip I STRAND FOR SLAB TENDONS, SEE PLAN FOR TEMPERATURE TENDON LOCATIONS. 13. TEMPERATURE TENDONS PLACED AT MID -DEPTH. STRESSING DIRECTION OF TEMPERATURE TENDONS MAY BE CHANGED ONLY WHEN APPROVED BY THE ENGINEER. 14. USE(2) #4 BARS x CONT. THROUGH COLUMNS AT PIT ANCHORS. 15. MIN. END COVER ON PR ANCHORS =2". 16. PROVIDE 444 x 10'-0" @ 12" OC. TOP BARS EXTENDED OVER INTERIOR GIRDERS, PLACE JUST BELOW TOP SLAB BARS 17. PROVIDE (2) ADDITIONAL SLAB PIT TENDONS WITH TYPICAL DRAPE & {2) ADDITIONAL OP SLAB BARS PER SLAB PROFILES THROUGH COLUMNS AT SLAB EDGES ON GRID A & C TYP 18. CAST IN PLACE CONCRETE PIER SEE. 19, PROVIDE SLEEVES THROUGH BEAMS PER DETAIL BIIS-6201N ALL BEAMS, TYP. 20 PROVIDE (4) 44 x 17,0"@ 6" OC DIAGONAL BARS EACH WAY AS SHOWN AT MID -DEPTH AT COLUMNS INDICATED. ) 21 INDICATES TRAFFIC TOPPING EXTENDED V-0' BEYOND OCCUPIED SPACE BELOW. AT STRUCTURE EDGES RETURN TOPPING 6" UP OR DOWN VERTICAL SURFACE. AT EDGES OF TOPPING PROVIDE 1,4' W x 1W DEEP SAWCUT FOR TERMINATION. 22. AT GRID A/12 AT LEVELS 2-7 PROVIDE SWIVEL GRABB-IT ANCHORS, SEE DETAIL XXfX-XXX 23. STRESSING BOX -OUTS TO FACILITATE PIT GIRDER STRESSING ARE PROHIBITED, UNO DRAPE TENDONS INTO SLAB AS REQUIRED, SEE DETAILS SHEET S-620. 24, SLEEVES ARE PERMITTED THROUGH PIT BEAMS AND GIRDERS IN ACCORDANCE WITH DETAILS Bt, B2, 54IS-620, SLEEVES THROUGH BIRDERS ARE TO BE COORDINATED AND APPROVED BY ENGINEER PRIOR TO PLACEMENT OF CONCRETE, 25, PROVIDE COVE SEALANT AT THE BASE OF ALL COLUMNS, TYPICAL ON SUPPORTED AND SOG LEVELS. 26. PROVIDE (4) 44 x 8'-0'@ 6" OC DIAGONAL BARS AS SHOWN AT MID -DEPTH AT CORNERS INDICATED. 27. NOT USED. 28. NOT USED. 29. REINFORCING LOCATION MAY BE ADJUSTED SLIGHTLY TO AVOID PiT ANCHOR INTERFERENCE AT POUR STRIP. TOTAL QUANTITY OF REINF. TO REMAIN. r Fe(K/ft) MARK..-_ P/T SLAB SCHEDULE MARK REINFORCEMENTNOTES 5.0 S2 K/ft ......... .... ....... .. ... _ .. ......., ...... ... ........ RTI 44 @ 15 OC x 6' 0" STANDARD HOOK & EDGE RT2 44 @ 15' OC x 12'-0" TYP OVER INTERIOR BEAMS, UNO RT3 414 @ 12" OC x 12'-0' � STANDARD HOOK &,EDGE RT4 k4C6 15 OC x 20'-0" SEE NOTE 29 FOR POUR STRIP REINFORCEMENT INFO RT5 #4 @ 12 OC x 8'-10" RB1 444 @ 15' OC x 12'-0' TYPICAL MID SPAN ALL BAYS, UNO, EVERY OTHER BAR FULL LENGTH RB2 44 @ 15" OC x FULL SPAN TYPICAL FULL SPAN @ END BAYS, UNO RB3 #4 @ 15" OC x 14'-0" _ SEE NOTE 29 FOR POUR STRIP REINFORCEMENT INFO R64 44 @ 15" OC x 22'-10" Pff SLAB SCHEDULE Fe(K/ft) MARK..-_ .... -.... NOTES..... .... ... ... ....... ..... St 18 5 Ktft 5.0 S2 K/ft ......... .... ....... .. ... _ .. ......., ...... ... ........ ADD TENDONS .... . _. - .__ .----.._........... ... ..-__ . ._.,__ ... ... _._..-...-.-._... ..,.... ,.... ...... S321.0 Uft ._-._.._ ..__..... .. .......... ... __..._._ .__-._.. _ .-..._. ..___. ...- ._....___" S4 23.0 K/ft NOTE: Fe =EFFECTIVE POST TENSIONED FORCE AFTER ALL LOSSES. TEMPERATURE TENDON Fe = 27.9 kips PROJECT NAME HARRISON STREET PARKING RAMP NORTH KEY PLAN PROJECT NO 39229Q ISSUE PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME THIRD TIER PLAN SHEET NUMBER S_ 102 -2" GAP 1,9jb 0 0 N Al FIFTH TIER PLAN FOURTH TIER PLAN 1/16"=1'-0" "= V -T 0 3 1116"=V-0" 32' 1116— V-0" 1/16"= V-0" PROJECT —E HARRISON STREET PARKING RAMP NORTH KEY PLAN OWNER PROJECT 21-3922M PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME FOURTH & FIFTH TIER PLAN SHEET NUMBER S-103 13 (D Nuen .--m 221 E- CdIlq, Sim'! Sl- 103 1-62240 T 319.338./818 418 6t Avenue', D s v—, Ipxa S 309 I -, — _AtVkNT TIER Ila 136- 9' SIXTH TIER V, .. ,N, VN 55416 139 - 4' Tg,21919116 FIFTH TIER 120'-0" Z 10'4" 0 FOURTH TIER U) 109'-8' Z 10'-4" 0 THIRD TIER_ 99'- 4' SECOND TIER rz 88, - o" C= r GROUND TIER-,", 76'- 8' Lai ISOMETRIC z SHEET NOTES: 1. SEE SHEET S-102 FOR TYPICAL SECTION MARKS, SHEET NOTES AND OTHER INFORMATION. 2 NOT USED. 3. SEE SHEET S-102, THIRD TIER PLAN, FOR TYPICAL BEAM MARKS FOR FOURTH AND FIFTH TIER PLANS. PROJECT —E HARRISON STREET PARKING RAMP NORTH KEY PLAN OWNER PROJECT 21-3922M PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME FOURTH & FIFTH TIER PLAN SHEET NUMBER S-103 ARCHITECT OF RECORD V) Nuen .--m 221 E- CdIlq, Sim'! Sl- 103 1-62240 T 319.338./818 418 6t Avenue', D s v—, Ipxa S 309 I -, — CONSULTANTS W~ — MEN= 1660 .9h —1 tC0 Snu40, Sync 42< X V, .. ,N, VN 55416 Tg,21919116 Z 0 U) Z 0 rz C= r Lai z PROJECT —E HARRISON STREET PARKING RAMP NORTH KEY PLAN OWNER PROJECT 21-3922M PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME FOURTH & FIFTH TIER PLAN SHEET NUMBER S-103 CIP PIER, BE DETAIL BTPS -52 (BIN BARRIER CABLE, BE DETAIL B17S-52 COLUMN TOPS, SEE NOTE 2, GRID A B C -------_........._.... v 1 I T T 7 B? B7 –– – – – CJ § C2 CP rn = 5-510 i. 67 $ - - - - - - - ra q �r �1Y 67 �tt- 1'{ - CIP PIERS, SEE DETAIL XX/X-XXX N N - x 0 v .-. ------ ---• EO EO EO 0'S B13 ---� 10 _ - - – B13 I 1 N N � x FD FD 2 . , 68 S26 - 11 – –— 7.4 – 3550 ,,15 m � 3 x D5 88 I B8 m 2 S9 7 1n N 5-530 612 �SSo B 71 Oso 815 ; EO 15'-10" Q EO E�H EO i 24x24 CIP PIER Wf -_ ..... J BARRIER CABLE, SEE PIERS, S, SEE I i S-112 I ! DETAIL A1t5-520 I `so DETAIL BI/S-520 i '-- COLUMN DOES NOT Ct ( p3 EXTEND BEYOND ROOF, i SEE S-610 S-112 ' S-520 i' I � I 22'-2" 37'-0" 53'-2" 6'-0" p -q 6.9 N N Al SEVENTH TIER PLAN SIXTH TIER PLAN 1116' = V-0" 0 8' i6' 32' A3 1116" = V-0" 0 8' 16' 37 1116" = V-0' 1t16" = V-0" SIXTH TIER 130' 4" 9 ' s FIFTH TIER 120' - 0" 10'-4" .... t f:. FOURTH TIER ( r' THIRD TIER - 99' -4' 11.4., SECOND TIER -"� �- - 88' 0" _ .._._...... GROUND TIER 1 76 - 8" ISOMETRIC 13 SEVENTH TIER \`^fl 136-44 SHEET NOTES: i. SEE SHEET S-102 FOR TYPICAL SECTION MARKS, SHEET NOTES AND OTHER INFORMATION. 2. AT TOP TIER, PROVIDE COLUMN TOP TO ELEVATION 739.67 AT GRIDS V2-12. EXTEND ALL REINFORCING TO TOP OF COLUMN, 3. BARRIER CABLE AT SIXTH TIER TO RUN FROM PIER ADJACENT TO SKYWAY TO A/12. ARCHITECT OF RECORD Neumann Monson PC 221 Gast C 1 9e Shea; Suite 303 Iowa Qi ,Iowa 52280 T 319 338 I— <te sa a.en�a! swte zog 0es'toi ,lava M309 T Ill 31-17SOC CONSULTANTS Walker Parking Consultants r 1680 IL9hway 100'JdtMl, VM"pv�5s,'JN "" T £52.b95.911P ' Ox z 0 (nZ 0 ' y C= ( W Z PROJECT NAME HARRISON STREET PARKING RAMP NORTH KEY PLAN PROJECT NO, 2J 3922 M ISSUE PRELIMINARY NC SHEET NAME SIXTH & SEVENTH TIER PLAN I SHEET NUMBER S-104 3 112" I 1t2 - ARCHITECTURAL GLAZING DD BOND BREAKER J00 PT SLAB -- 10" CIP SLAB SEE PLAN 10' CIP - FOUNDATION WALL fti• 1 DETAIL W6 SEE PLAN P WALL N FOUNDATION DETAIL NORTH STAIR - FOUNDATION PLAN A 1 A3 114' _ ,'-0' 4' 81 114" - ,'-0" J A AS A.4 S-530 46'T I DD 1 J00 ' S-531 A3 i r= m DD ; 1 � 70J PG�6110D i i' h ETG 677.00-- ( i I ( ETG 677.00 DD GG. P 1 AC 76,JJ I ! E ----- - i -� - - 13 ETF 678.54 i tt i t7k E a° X11 1i 'j((4 I YC'2 3 4 ETG 677.44 ; A7 i 1 y 5-,12 i 1 00 i �i( ..,. ETG 677.00 1 10"7 a 7 8" 8'. 1 �6110D E I IDD g1 Q QG O w N SOUTH STAIR - FOUNDATION PLAN A5 4' _ ,'-0' 114 V-0" ARCHITECT OF RECORD Neumann Menson PC 221 EaG 303 I— Ciy, Iowa 122IG T 31, 3 1— 4189 Arenuc' Suite 29 Des Aolnes,1— 50309 T III 11.01I ui CONSULTANTS Wadcsr Park4g Consultams S,ructu: al Engineer 1600 H,h—,1018—u , S;.;he E2-' Nrcinea . , - 1— T 952595-9118 z 0 U) z 0 UriT ZA e^ e- C77 D W z PROJECT NAME HARRISON STREET PARKING RAMP NORTH KEY PLAN OWNER PROJECT NO. 21-3922 00 ISSUE �nqN� Nc;2P uw, PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME STAIR TOWER FOUNDATION PLANS SHEET NUMBER S-110 11 4 - GLAZING, SEE 3 1/2' 112" ARCH DRAWINGS ARCHITECTURAL GLAZING -"-'- ' 4"H x8"W CURBATOP t SEE NOTE ? BEAM, EXTEND#3 TOOLED EDGES VERTICAL HOOK x 12" EXPANSION JOINT, SEE "" ""' i -J LONG Wt #4 CONT, IN Di/S-510, TYP ! CURB @ W OC PT SLAB -- HSS OUTRIGGER BEAM -- CIP SLAB Ijj --- HSS - 10" CIP SLAB E3 BEAM DETAIL E4 SLAB DETAIL SEE PLAN e 18" DEEP x 10" WIDE BEAM W1 i - (3) #5 x CONTINUOUS TOP AND BOTTOM Wt #3 CLOSED STIRRUPS@8"OC. 't"""' - GLAZING, SEE ARCHITECT OF RECORD ARCH DRAWINGS GLAZING CONNECTION, ' 3 - W8 t SEE NOTE ? I 2Ce [ CAP PL 1!4TYP. -- CAST IN INSERT, BY GLAZING SUPPLIER I a SEE PLAN F -- HSS OUTRIGGER BEAM -- CIP SLAB Ijj --- HSS -- MULLION E3 BEAM DETAIL E4 SLAB DETAIL EJ E2 N SIXTH TIER NORTH G3114". V'0" 0 T 4' 8' 114" = 1'-0" E5 CANOPY DETAIL A TYP. A.5 E4 — SLAB EDGE S-171 EJ N FOURTH / FIFTH TIER NORTH -0" 0 2' 4 8' /4" = 1'-0" N GROUND TIER NORTH F15 1/4" = 1'-0" SHEET NOTES: I . REFER TO SHEET S-001 AND S-002 FOR GENERAL NOTES. 2. REFER TO CIVIL FOR EXTERIOR GRADE ELEVATIONS. 1 REFER TO PLUMBING DRAWINGS FOR FLOOR DRAIN LOCATIONS AND DETAILS 4. REFER TO MECHANICAL DRAWINGS FOR HVAC RUNS AND LOCATIONS AND MECHANICAL DETAILS 5. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE LOCATIONS AND INFORMATION F. DETAIL CUTS AND INFORMATION SHOWN ON A3/S 112 ARE TYPICAL FOR SUPPORTED LEVELS UN 7. CIP CONCRETE COLUMNS, CEILINGS STAIR STRINGER SIDES, SOFFITS, AND WALLS EXPOSED TO PUBLIC VIEW TO BE CONSTRUCTED AS ARCHITECTURAL CONCRETE. FORMS SHALL COMPLY WITH TOLERANCES OF ACI 117, CLASS A FINISH. ALL EXPOSED CORNERS SHALL BE SQUARE AND WITHOUT CHAMFERS, TYP. COLUMNS SHALL BE FORMED WITH STEEL, GLASS FIBER REINFORCED PLASTIC OR OTHER SMOOTH SIDED FORM; SONOTUBES ARE PROHIBITED IN EXPOSED AREAS. AS FORMS ARE REMOVED, PROVIDE RUBBED CONCRETE FINISH OF ALL CONCRETE VERTICAL SURFACES EXPOSED TO VIEW, 8. SLAB ELEVATION ORDINATES IN INCHES. ORDINATES ARE RELATIVE TO SLAB ELEVATIONS SHOWN ON PLAN. 9. TYP WALL TO BE 10' THICK CIP CONCRETE REINFORCED W/ 45 @ 12" OC EW, VERTICAL BARS TO BE AT OUTSIDE OF MAT. 10. SUPPORTED FLOORS ARE CAST IN PLACE CONCRETE, 10" THICK, UNO, REINFORCED W1 46 @ 12" OC TOP AND BOTTOM, TYP. PROVIDE LIGHT BROOM FINISH AND CORROSION INHIBITOR IN CONCRETE SLAB AND STAIR STRUCTURE CONCRETE. 11. NOT USED. 12. NOT USED. 13. BEAM POCKET IN WALL 9"x9'x6' DEEP WI BASE PL 1/2x9x0' 13'W/ (3) 112" DIA -4" H.A.S. PROVIDE 2- 3116" FILLET WELD TO EACH END OF BEAM AND PACK VOID WITH N.S.N.S. GROUT AFTER WELDING. TOP OF HOIST BEAM TO BE FLUSH WITH SLAB SOFFIT, ABOVE. ELEVATOR DIVIDER BEAMS: PROVIDE W8x18 AS SHOWN, 14. ELEVATION TOP OF BEAM TO MATCH TOP OF FLOOR SLAB, TYP. "NO. CONNECTION TO WALL TO BE L 3 1/2 x 2 1/2 x 5/16" x 6" AND (2) 314" DIA A325N BOLTS. WELD TO EMBED PL 1/2x8x6 W/ (4) 1/2" DIA. H.A.S. @ 4" OC. CONNECTION TO HSS TUBE TO BE... 15. STRUCTURE HAS BEEN DESIGNED TO SUPPORT ONE LEVEL OF GLAZING AT EVERY FLOOR LEVEL, TYP. i6. VERTICAL TIE AT DOORWAY SHALL NOT EXTEND OUT OF BEAM. PROVIDE DASHED TIE SHOWN AT DOORWAY. BOVE, S-11 PROJECT NAME HARRISON STREET PARKING RAMP NORTH KEY PIAN OWNER PROJECT NO. 21-3922. W ISSUE w�a�r nr x�,»r.�r uo�,.m vc rs m�n.eem PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME NORTH STAIR TOWER PLANS SHEET NUMBER 6.111 ARCHITECT OF RECORD 0 Neumann Manson PC 221 e 1 ole I Oy t 52240 i[,e 30.9 T3 938 a,a 4 aenA !e 2Ce D u n�_ Imva wane T 115 334 TWO CONSULTANTS Walker Parking Consultants 5 M Eng - 1660Hgh ,TIDO ycuPr.&C, 2- 1 a'..' tiN>SCia T 952.595 911E z U) z O 2 z f3) Yr^3 -R- e4a.: W LAJi z PROJECT NAME HARRISON STREET PARKING RAMP NORTH KEY PIAN OWNER PROJECT NO. 21-3922. W ISSUE w�a�r nr x�,»r.�r uo�,.m vc rs m�n.eem PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME NORTH STAIR TOWER PLANS SHEET NUMBER 6.111 — - FLEVATOR 1401ST BEAM N � ROOF TIER SOUTH C 1 114'= V-0" 0 8' 16' 32' 1116' = V-0" N ' SEVENTH TIER SOUTH C3 114" = V-0" 0 114" = 1'-0" N @4111UT H / SIXTH TIER SOUTH 0 2' 4' 8' 114" = TO" SHEET NOTES: L REFER ?O SHEET S-001 AND S-002 FOR GENERAL NOTES. 2. DIP CONCRETE COLUMNS, CEILINGS, STAIR STRINGER SIDES, SOFFITS, AND WALLS EXPOSED TO PUBLIC VIEW TO BE CONSTRUCTED AS ARCHITECTURAL CONCRETE, FORMS SHALL COMPLY WITH TOLERANCES OF ACI 117, CLASS A FINISH. ALL EXPOSED CORNERS SHALL BE SQUARE AND WITHOUT CHAMFERS, TYP. COLUMNS SHALL BE FORMED WITH STEEL, GLASS FIBER REINFORCED PLASTIC OR OTHER SMOOTH SIDED FORM; PROVIDE RUBBED CONCRETE FINISH OF ALL CONCRETE VERTICAL SURFACES EXPOSED TO VIEW, 3. SUPPORTED FLOORS ARE CAST IN PLACE CONCRETE, 10" THICK, UN. 4. SLAB BEAM, 24"H x 30"WIDE REINFORCED W1(8) #6 TOP & BOTTOM AND 4 3 CLOSED STIRRUPS (3) @ 2", & REM @ 6" OC. AT CANTILEVER ENDS, PROVIDE 43 CLOSED STIRRUPS @ 2" OC, SIZE STIRRUPS TO FIT TAPER OF BEAM AT CANTILEVERED END. 5. 4' CIP GUARDRAIL/HANDRAIL. CAST ADJACENT GIP SLAB; RELOCATION OF CJ PROHIBITED. SEE AWS -521. I T DORMER PAD it #4 18" SMOOTH t DOWEL (EPDXY) @ 1 ' Y 1P2" TOOLED JOINT ► --682.00 "CIP STAIRS, TYP. -- 8' SLAB ON GRADE :. ,. . AT WALLISLAB REINF. W! #4 @ 12" TRANSITION B" OG EW - _- - PROVIDE #4 .12'x €- _ tt TFC «Qe 12"HOOK 12"OC -' 1 &" CIP WALL REINF. = 682.00 ._--- K___— i Wf#4@12"OC EW CENTERED IN f i WALL J � a4 x 3-0- " •� A7 DOWEL @ "GIP WALL REINF. S-112 `.l .4` 18 OD CIP WALL SE !(2)MATS OF R5@ S ?q E !" EW " # -_- PANS FOUNDATION r' (2) us x caNT. o 678.50 ' O" CIP SLAB REINFORCED V1 46 @ 12' OC TOP & { —X V 677.00 IOTTOM EW TYP. N N FOURTH TIER SOUTH A3 THIRD TIER SOUTH (4) Al 1,4"=1'-0" aT.;8. 114" = V-0' 114" = V -W a N 5 SECOND TIER SOUTH 114" = V -O" A7 TRANSFORMER PAD SECTION ARCHITECT OF RECORD Neumann m— PC 221 Gast C 1,,qe Street wn CIM, i-11522<0 S— 303 T 319.338 %918 a18 En Avenue'. s—.209 Doe Moinca, iowo 513/9 T 515.339-1800 URI CONSULTANTS Walker Parking C—Uitanl5 Snirlurel EngNaar 1660 Highway 100 Squh, Sine [2c MinnnapMfe. MN S5a16 T 952-5969116 z 0 U) z 0 2 z p Z rwamu"' CD C= _ W Z PROJECT NAME HARRISON STREET PARKING RAMP KEY PLAN I OWNER ' PROJECT NO. 21.3922.11 ISSUE w cm crre PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME SOUTH STAIR TOWER PLANS SHEET NUMBER -112 KIM ilk Lei 3 11; • ilL Is SONIA 13 12 11 10 9 8 TW 283 6'-0 24' 0" 24'-0" Z4'-0" 24'-0" 24'-0" 1 24'-0" 24'-0" 24'-0' 1 24' 0" 19-0" e - 6804200 .._., - , _.....-, .... ,.. .... ... ,., .. .... -..... ... _,..._... ... ... ... .. .... .. ... 677.25.-. ' ' .� __— ; - --_—_ _--->` —_— ... ....,. ... ,. ...M.. ... __.. .......... ........... ..... ......E I ARCHITECT OF REGURG Neanann Masson PC 22i Eas; Cdkge S.tee", 3 :._ bwa GiY. Iowa 522LG - T 319 338.I— .',63 ei8 6th Avenue :. Sui:e 2(:3 Oes Yoirres, lava SC3i.9 T 515119.'tBGG CONSULTANTS WaCcer Peking CansWtazrts h2NDTIER _ _ _ — _ — _ _ _ EL �8• . 0^ 5«ucwal Engineer 1s6c wynway lGo soua,, was vvmeepcas. VNSStis T8525959— cza hFIRST TIER _—_____—_ EL Z 0 z 0 x z C� Qm 2N0 TIER EL 688' - 0" PROJECT NAME HARRISON STREET _ _ _ _ _ _ _ _ ELFIRS' TIER PARKING RAMP NORTH �� EAST FOUNDATION ELEVATION I KEY PLAN AWE OWNER , --_..�-.:------ _._ • _. _.. -.__ -_— - — -- t T_ h2ND6TIE EL 88R 0. 11" + i ------------- ------------- .- - .. .. -- PROJECT NO, 21302200 .,, ...------- ------------ ,.. "..,, .,.... ._ ., o .� -.-.. r,-._... .... w.. .... - _ _ _ ISSUE .------ -------------- .w , w "..� w "..w .� .�.r I t� _; �..., _ hFIRST TIER -- __-._ ._._____ . _...,...___ . T......,.. __...._,.....-. _ ___ ..'___, r_. _. _. ...._.., � ..... _. .; EL 676' 8" I_-..1 .. ....... ..... .... ._- 1 � I, i l t i t PRELIMINARY NOT FOR CONSTRUCTION Al WEST FOUNDATION ELEVATION SHEET NAME FOUNDATION ELEVATIONS SHEET NUMBER S-201 C,I STEP FOOTING DETAIL -- FOOTING STEP -- SAME NUMBER & SIZE AS LOCATION FTG REINF CONT END SUPPORT MIDSPAN EQUAL SUPPORT EQUAL DISCONTINUOUS CONDITION"'--- --- CLASS 6 LAP SPLICE. BAR ---- --' ' END CONDITION @ 16" W/ CLASS B --i-- MAY BE CONT AT GENERAL _NOTE 4 T NOTE 6 _� SPLICE CONTRACTOR'S OPTION. '# L . _......_.. 3"CLR CIP GRADE z 2 BEAM p; NOTES' Z 1. FOOTINGS SHALL STEP A MAX EQUALS 3 CLR ''. OF T-0" VERT IN 4'-0" HORIZ FOOTING STIkRUPS 2. SEE FOOTING SCHED ON S -XXX DEPTH SEE A2/S-510 FOR DEPTH DIMENSION. COLUMN C,I STEP FOOTING DETAIL BOT - LONG REINF SPACINGF SPACING NOTE 2 { NOTE 2 � r SPACING INITIAL1/2 STIRRUP TING STIRRUP SPACING GRADE BEAM SUPPORT (PILECAP, DRILLED ' DEVELOP BOT REINF PIER, FOOTING, PILES, GRADE BEAM) TYP SIM TO TOP REINF IF CALLED FOR ON SCHED (EACH END) NOTES: 1. 25% OF BOTTOM REINFORCEMENT SHALL BE CONTINUOUS. 2, DIMENSION INDICATES BOTTOM LONGITUDINAL REINFORCING CUTOFF LENGTH. 3. PROVIDE CONTINUOUS TOP REINFORCEMENT OVER SUPPORT WHERE POSSIBLE, OTHERWISE SEE NOTE 6. 4. DIMENSION INDICATES TOP LONGITUDINAL REINFORCING CUTOFF LENGTH. 5. PROVIDE CONTINUOUS TOP REINFORCING OR PROVIDE LAP SPLICE AT MID-SPAN. 6. DEVELOP TOP REINFORCEMENT INTO SUPPORT PROVIDE 90° HOOK AS NEEDED. 7. SEE DRAWING S-601 FOR SPLICE LENGTH AND DEVELOPMENT LENGTH REQUIREMENTS. , GRADE BEAM DETAIL ViY 5 (2) 95 x CONT. @ SIM EDGE OF EDGE OF CONT END SUPPORT MIDSPAN EQUAL SUPPORT EQUAL DISCONTINUOUS CONDITION"'--- -- r ---- --' ' END CONDITION @ 16" W/ CLASS B --i-- NOTE 4_ _NOTE 4 T NOTE 6 _� SPLICE 3' '# L . _......_.. 2' CLR CIP GRADE -- PIT SLAB BEAM NOTE 5 - PROVIDE 2 112' , Z --TOP MIN SIDE -- NOTE 3 0 LONGITUDINAL] CLEARANCE STIkRUPS REINFORCING : FOR HOOKS, SEE A2/S-510 TYP COLUMN x it ;., U BOT - LONG REINF SPACINGF SPACING NOTE 2 { NOTE 2 � r SPACING INITIAL1/2 STIRRUP TING STIRRUP SPACING GRADE BEAM SUPPORT (PILECAP, DRILLED ' DEVELOP BOT REINF PIER, FOOTING, PILES, GRADE BEAM) TYP SIM TO TOP REINF IF CALLED FOR ON SCHED (EACH END) NOTES: 1. 25% OF BOTTOM REINFORCEMENT SHALL BE CONTINUOUS. 2, DIMENSION INDICATES BOTTOM LONGITUDINAL REINFORCING CUTOFF LENGTH. 3. PROVIDE CONTINUOUS TOP REINFORCEMENT OVER SUPPORT WHERE POSSIBLE, OTHERWISE SEE NOTE 6. 4. DIMENSION INDICATES TOP LONGITUDINAL REINFORCING CUTOFF LENGTH. 5. PROVIDE CONTINUOUS TOP REINFORCING OR PROVIDE LAP SPLICE AT MID-SPAN. 6. DEVELOP TOP REINFORCEMENT INTO SUPPORT PROVIDE 90° HOOK AS NEEDED. 7. SEE DRAWING S-601 FOR SPLICE LENGTH AND DEVELOPMENT LENGTH REQUIREMENTS. , GRADE BEAM DETAIL ViY THICKENED 5 (2) 95 x CONT. @ SIM 94@V-0"OC EW PAVING, SEE CIVIL j TOOL JOINT ---A SLIDE SIDE 4; DOWEL #4 X2-0 E COORDINATE SLAB JOINTS WITH ! @ EXTERIOR @ 16" W/ CLASS B --i-- REQUIRED. LANDSCAPINGlDIVI SPLICE 3' #4 @ 12" Oc Ew L . _......_.. .. .. ;. r THICKENED 5 EDGE @SIM ZI . 6' i YY DAMPROOFING PROVIDE 3'-8" SLIDE SIDE 4; DOWEL #4 X2-0 E BLOCKOUT AS #a @ 12'0. #4 Ca?12"OC Ew @ 16" W/ CLASS B --i-- REQUIRED. 8' SIDE WALL W/ ----'" SPLICE 3' #4 @ 12" Oc Ew #4 X CONT. . _......_.. .. .. ;. r -- PIT SLAB " GRADE COORDINATE WITH Ak STOOP �7 t t - WALL, SEE ARCH I 0 2 6, L 6" 6-L - (2)#4x CONTINUOUS - C2 THICKENED SLAB DETAIL 43' CLR TYP. _ -SEE PLAN U — 94 CLOSED STIRRUPS ALTERNATE HOOKSATTOP 4 CAPS. SEE NOTE 1 FOR SPACING. ah - (4) 410 TOP & BOTTOM U '�- (2) #4 CONTINUOUS HORIZONTAL REINFORCEMENT AT EQUAL SPACING EACH FACE. NOTES: i. STIRRUP SPACING (3) @ 2 (8) @ 6", REMAINING @ 12" OC FROM FACE OF PILE CAP, TYP. GRADE BEAM SECTION - SLAB ON GRADE i SEE PLAN #4@12'Oc 24 112 CIP WALL _ _-- GRADE BEAM STEP SAME NUMBER & — LOCATION SIZE AS GRADE BEAM ? "� A REINF -- CLASS 8 LAP SPLICE. BAR i' / CON BRACOORS 0PNT AT E MAYNERAL OM 3"CLR : Si w. 2 p E NOTES: QUALS GRADE 3" CLR 1. GRADE BEAM SHALL STEP A M DEP MAX OF 2'-0' VERT IN 4'-0" HORIZ. •.p A3 TRANSITION WALL DETAIL LINTEL REINF (2#5 AT OPENING <6'-0' WIDE (2#6 AT OPENING 6--1" TO 9 O' W IDE JAMB REINF (205 AT OPENINGS <6-0" WIDE, (2#6 AT OPENINGS 6--l- TO 9-0' WIDE JAMB BARS ARE FULL HEIGHT WHERE EXTENSION IS NOT POSSIBLE EXTEND BAR AS FAR AS POSSIBLE AND HOOK PROVIDE 180' HOOK — WHERE BARS DO NOT EXTEND INTO A WALL ABOVE THE FLOOR,TYP TO MATCH VERT WA L REINF TYP FLOOR SLAB OR TOP OF FOOTING TYP 2'0' 180' JAMB REINF (2#5 AT OPENINGS <6'-0" WIDE. (2)#6 AT OPENING &-l- TO V-0" WIDE JAMB BAR ARE FULL HEIGHT (2)#4x4'-0" (TYP) OMIT DIAGONAL BARS llt AT CMU WALL CONDITION T FOR REINF SEE N t WR ALL EINF ttt! SCHED OR SPECIFIC DETAILS AND ELEVATIONS �- LAP SPLICE - SEE SCHED OPENINGTYPICAL WALL REINFORCEMENT , ,IL i CONC. STAIR - GRADE SLAB (2) KOROLATH P.E.— BEARING PADS 24" x IA'x CONT. SECURE LOWER PAD TO SLAB Wl 3116' DIA. S.S. SELF TAPPING SCREWS @ Z 18' OC AND UPPER PAD W/ - g S.S. NAILS (BOTH DRILLED `Y W/ COUNTERSUNK BIT), 8" CIP WALL (11#4 x CONT. W/#4@12'OC EW LEAN CONIC. CONSTRUCTION PAD C5 STAIR FOUNDATION DETAIL 2" e ARCHITECT OF RECORD 5 CONTINUOUS DAMPROOFING PROVIDE 3'-8" SLIDE SIDE W11&1' MIN, BLOCKOUT AS PROTECTION REQUIRED. 2" BLOCKOUT --"`EXPANSION JOINT BOARD 3' SEE A2/S-510 UX... . _......_.. .. .. ;. r -- PIT SLAB " GRADE COORDINATE WITH Z SLAB EJ INSTALLATION 0 U) SEE A2/S-510 COLUMN x ;., U �313,."'L ..._.. t f C iol 4" MIN. BRG. (2) "KOROLATH P.E." BRG. PADS 2'-0" z 5" X i/4" X CONT. SECURE 16" OC LOWER PAD TO WALL W/ 3/16' DIA. S.S. SELF TAPPING SCREWS (EPDXY 2'-0" @ 18" OC & UPPER PAD TO COATED). SLAB W/ S.S. NAILS @ 18" OC HOLD WALL 1" CLEAR OF - (BOTH DRILLED W/ COLUMN W/ BACKER COUNTERSUNK BIT.) PROVIDE ROD & SEALANT EA. SIDE ROPE WICK x CONT. WITH j RETURNS TO FACE OF CIP WALL 10'CIPWALLWI#8@ @32"OC 12' VERT. & 45 @ 12" HORIZ. EF. 1 112" CL COVE SEALANT ---- DAMPPROOFING@ BACKFILLEDWALLS /—GRADE SLAB SUGGESTED CONSTRUCTION SEQUENCE: i PLACE WALL BRACE AS REDID. E I 2. PLACE LOWER GRADE SLAB - 3 SHORE WALL AS REQUIRED 4, BACKFILL WALL - CAST TIGHT W? BOND 5. PLACE UPPER GRADE SLAB AND POUR STRIP BREAKER 6. REMOVE SHORES WHEN CONCRETE STRENGTH REACHES THAT SPECIFIED TIPIER ---CONTRACTOR FORM (2) #b X DONT. PAD AT CONTRACTOR'S OPTION A3 TRANSITION WALL DETAIL LINTEL REINF (2#5 AT OPENING <6'-0' WIDE (2#6 AT OPENING 6--1" TO 9 O' W IDE JAMB REINF (205 AT OPENINGS <6-0" WIDE, (2#6 AT OPENINGS 6--l- TO 9-0' WIDE JAMB BARS ARE FULL HEIGHT WHERE EXTENSION IS NOT POSSIBLE EXTEND BAR AS FAR AS POSSIBLE AND HOOK PROVIDE 180' HOOK — WHERE BARS DO NOT EXTEND INTO A WALL ABOVE THE FLOOR,TYP TO MATCH VERT WA L REINF TYP FLOOR SLAB OR TOP OF FOOTING TYP 2'0' 180' JAMB REINF (2#5 AT OPENINGS <6'-0" WIDE. (2)#6 AT OPENING &-l- TO V-0" WIDE JAMB BAR ARE FULL HEIGHT (2)#4x4'-0" (TYP) OMIT DIAGONAL BARS llt AT CMU WALL CONDITION T FOR REINF SEE N t WR ALL EINF ttt! SCHED OR SPECIFIC DETAILS AND ELEVATIONS �- LAP SPLICE - SEE SCHED OPENINGTYPICAL WALL REINFORCEMENT , ,IL i CONC. STAIR - GRADE SLAB (2) KOROLATH P.E.— BEARING PADS 24" x IA'x CONT. SECURE LOWER PAD TO SLAB Wl 3116' DIA. S.S. SELF TAPPING SCREWS @ Z 18' OC AND UPPER PAD W/ - g S.S. NAILS (BOTH DRILLED `Y W/ COUNTERSUNK BIT), 8" CIP WALL (11#4 x CONT. W/#4@12'OC EW LEAN CONIC. CONSTRUCTION PAD C5 STAIR FOUNDATION DETAIL 2" e ARCHITECT OF RECORD Neumann Mmsat PC 221 Ess Cdlege S ci I Su 393 b— Gy, I— 52240 T 319.338.'8)8 418 6th Avenue', Suite 209 Des Voln Iowa 503N T 511 339.1800 CONSULTANTS Walker Purl4 —.W— SraCuml Engineer 1660 Highway 100 Scup. Sane 521 almm Vinneapd ' VNsu16 T 952.5&R--9116 tj Z 0 U) z 0 x ;., nz �313,."'L C W z f9 NOTE: it2' DIA. STRAND THRU PVC z 6l. ,. WASH @GRID B SLEEVES IN COL, SEE DIS -510 i TO BE 31NCHES. FOR STRAND END ANCHOR w'X-r------a, Fr '4 Z i ':r COVE SEALANT (2) #5 HOOKS @ 12" OC t (EPDXY COATED) t 24 ; - -- CONTINUOUS GRADESLAB 24 DAMPROOFING Wf 114" 3 O -. MIN PROTECTION BOARD SEE PLAN COL MN w w ' #4x3'-6" W? STD. > HOOK @ 16" OC' (EPDXY COATED) -- IT. FILLER DAMP PROOFING @ } o �` BETWEEN SLAB BACKFILLED WALLS & COLUMN 1" MIN. SEE PLAN 10 CIP WALL Z REINF W 48 VERT @ 12" OC AND I I GRADE SLAB #5 HORIZ. @ 12'0C �.,. Z, SUGGESTED Ing a n CONSTR�TION SEQUENCE SEQUENCE: I }YL" CL,i. PLACE WALL - BRACE AS REQ'D. (2) 48 x CONT. TYP 2.PLACE LOWER GRADE SLAB. 3. SHORE WALL AS REQUIRED. 4. BACKFILL WALL. TfPIER 5. PLACE UPPER GRADE SLAB. - -"' p" "-"a"" 6. REMOVE SHORES WHEN CONCRETE STRENGTH REACHES THAT SPECIFIED. CONTRACTOR FORM PAD AT CONTRACTOR'S OPTION O. WALL DETAIL e PROJECT NAME HARRISON STREET PARKING RAMP OWNER PROJECT NO. 2I N22 W ISSUE r�awoaoy h� �o la,.N.�wentm:cw x.. u,. PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME FOUNDATION DETAILS SHEET NUMBER S-501 501 P/T SLAB Q --- --- NOTE 3 PJT BEAM CONDITION U � GRID: BUILDING SEPARATION - r, 2 T 952 595.9116 CMU CONNECTION SEE EIISG5.20 V-0' ONLY ALONG GRID 8. U.N. CIP COLUMN SUMP PIT / DRAIN TO FACILITATE DRAINAGE. B' CMU WALL i 45@ 8- OC FOR 2'-8" ABOVE �— CONT. BACKER ROD & SEALANT EA. SIDE BOND BEAM ---- l Wt 44 x CONT. -SOLID BLOCK @TOP COURSE MASONRY W LS GROUT ALL CELLS W1 REINF. 8" CMU WALL Wi 44 @ 2'-0" Oc COVE SEALA _ GROUT CORES SOLID -& REINF. SLAB -ON -GR E, Wi BOND BR KER ETW TO BE LEVEL Z C,P WALL REINF Wl 44 @ HOLD WALL 1" 12' EA. WAY CENTERED IN CLEAR OF COLUMN WALL. EXTEND EVERY OTHER Wl BACKER ROD & VERT. BAR Z -O' INTO MASONRY SEALANT EA. SIDE SAME AS WALL ABOVE - ... .. _.. ' SEE PLAN PROVIDE L7x4x 114 (LLV) W! HORIZ. COVE SEALANT BOTH SIDES EQ. GRADE SLAB l FOR REINFORCEMENT. ) 1 GRADE SLAB SEE PLAN CMU CONDITION. WALL/ AT D;97 /� #4 X 3'-D" DOWEL @ 18" OC . z WHERE ABUTTING PILE CAPS SLAB PROVIDE #4 x 36' DOWELS @ 18" '4 NOT OC Ew INTO SIDE AND TOP OF IN WALL PILE CAP. CAST TIGHT Wt BOND BREAKER SEE PLAN (2)#5 X CONT. § OF FOOTING CONCRETE FORMING SLAS(AT CONTRACTOR'S ' OPTION) BETWEEN PILE BAR 2'-0' INTO MASONRY. CAPS C5 INTERIOR WALL DETAIL DRIVEWAY PARKING RAMP 6" CONC. DRIVE SLAB (TO STREET) WITH #3 AT 16' OC EW -----' --- GRADE SLAB 1/2" JOINT FILLER - a 1 0 2 #4 x 3'-0"@ 12" OC W/ PLASTIC SPEED -DOWEL SLEEVE x 12' LONG PROJECT INTO DRIVEWAY BOG -- (2) #5 BOTTOM REINF. EDGE OF SLAB DETAIL D7 --- --- NOTE 3 PJT BEAM CONDITION GRID: BUILDING SEPARATION - r, 2 T 952 595.9116 RESIDENTIAL WALL 4" ..7518 t V-0' CIP COLUMN SUMP PIT / DRAIN TO FACILITATE DRAINAGE. B' CMU WALL i 45@ 8- OC FOR 2'-8" ABOVE Z SLAB, AND 44 8" OC ELSEWHERE. SEE - GENERAL NO S ON S-001 FOR GROUTING OF 112' JOINT FILLER - €-' �' MASONRY W LS GROUT ALL CELLS W1 REINF. Z COVE SEALA It' I SLAB -ON -GR E, Wi BOND BR KER 3. REFER TO OTHER DETAILS FOR CIP WALL Z z i 676_67 DS{, 8" C,P CONC. WALL W/ #5@8" Do VERT. AND 44 @ PLAN ' VARIES.._ SAME AS WALL ABOVE - ... .. _.. ' SEE PLAN PROVIDE L7x4x 114 (LLV) W! HORIZ. CONIC. GRADE BEAM, z SEE DETAIL A21S-501 E FOR REINFORCEMENT. ) 1 ......>k @.--SHARED WALL DETAIL x U� EMBED PL3?8x8'x1'A' w! (4) H.A.S. 1/2' x 4' (GALV.) CENTER OVER WALL BELOW OR ALIGN WITH SLAB EDGE ARCHITECT OF RECORD N-- —PC 221 Eas[ Cdlege 5.ree:: Sur.¢ 3Q3 Iowa City.1-122Q T 319.338. _F [tA 5th Avenu¢ I. Sui!2 2(19 --- --- NOTE 3 PJT BEAM CONDITION Wa&er Perking ConsWtaerts St—. En9in¢v 1669 Highway 10C Sou'.h. Sure <2� N n¢apo4e, MN 65418 NOTE: T 952 595.9116 1. CONTRACTOR TO SLOPE TOP OF SLAB TO SUMP PIT / DRAIN TO FACILITATE DRAINAGE. Z 2. PROVIDE SUMP PIT SIZE AND DEPTH PER 0 DRAWINGS. PROVIDE REINFORCING GRADE SLABMECHANICAL ` Z AROUND SUMP PIT PER DETAIL C5fS51I. 0 3. REFER TO OTHER DETAILS FOR CIP WALL z THICKNESS AND REINFORCING. 676_67 DS{, Y _NORTH 682.00 @ SOUTH ETW TO BE LEVEL AT SLAB EDGE CONDITION SAME AS WALL ABOVE - I PROVIDE L7x4x 114 (LLV) W! HORIZ. TT z LONG SLOT AND V2" DIA. KWIK I 77 BOLT TZ @ 4'-0" OC PROVIDE ......>k SIMILAR EMBED PLATE TO TYP. CMU CONDITION. x U� EMBED PL3?8x8'x1'A' w! (4) H.A.S. 1/2' x 4' (GALV.) CENTER OVER WALL BELOW OR ALIGN WITH SLAB EDGE ARCHITECT OF RECORD N-- —PC 221 Eas[ Cdlege 5.ree:: Sur.¢ 3Q3 Iowa City.1-122Q T 319.338. _F [tA 5th Avenu¢ I. Sui!2 2(19 hes Moines, frnxn 50309 T 515 339 1800 CONSULTANTS Wa&er Perking ConsWtaerts St—. En9in¢v 1669 Highway 10C Sou'.h. Sure <2� N n¢apo4e, MN 65418 T 952 595.9116 Z �� . 8- CMU WALL WI44@2'-0'Oc 0 U) - Z 0 x z 1" Y ETW TO BE LEVEL lD' SAME AS WALL ABOVE - }ib il. CLR z PROJECT NAME HARRISON STREET PARKING RAMP TYP CMU CONNECTION ta? 4'-0'Oc: L4x3x1/4x0'-6'(LLV,GALV.) wt I I14' FILLET WELD TO EMBED PLATE EA. SIDE OF WALL. CONT. BACKER ROD & SEALANT EA. SIDE OWNER SOLID BLOCK @ TOP COURSE A5 TYPICAL ELEVATOR PIT DETAIL A7MASONRY WALL DETAIL PROJECT NO. 21-3922.W ISSUE raneydM 4wn vc rs v'i mx trnlla. PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME FOUNDATION DETAILS SHEET NUMBER S-502 - #4 @ 12- EF BOND BEAM WI (2)1W xCONT. �� . 8- CMU WALL WI44@2'-0'Oc - - 45 @ 12" EF GROUT CORES SOLID @ REINF. CONCRETE WALL THICKNESS 1" ETW TO BE LEVEL SAME AS WALL ABOVE - CLR .. ____ ...._.. ......>k -CIP WALL8" CIP WALL REINF. Wt #4 @ 12" EA. WAY CENTERED IN WALL. WATER PROOFING ---- HOLD WAS LL V EXTEND EVERY OTHER VERT. i CLEAR OF COLUMN BAR 2'-0' INTO MASONRY. W! BACKER ROD & SEALANT EA. SIDE m Z_ - NOTE 1 0" COVE SEALANT BOTH SIDES EQ' I� 2" CLR. -- NOTE 2 PROVIDE 16" LAP & GRADE SLAB t EXTEND DOWELS MIN OF 24" INTO GRADE BEAM / 672 67 @ NORTH SEE PLAN _,. _ ._}7 SEE PLAN 678.00 @ SOUTH a I AT DOORS PROVIDE W ILL ZI ISOLATION FROM SLABS GRADE SLAB . Z EACH SIDE; DO NOT CAST `OI . SLAB OVER WALL - 44 X T-0- DOWEL @ 18' Oc ` #6@12"EW CAST TIGHT TOP AND BOTTOM BOND BREAKER SEE.PLAN:. _..... ...... ,�, -- GRADE BEAM, SEE PLAN `P I (2) #5 X CONT. ------ 03 o Y I r CIP FOOTING U A5 TYPICAL ELEVATOR PIT DETAIL A7MASONRY WALL DETAIL PROJECT NO. 21-3922.W ISSUE raneydM 4wn vc rs v'i mx trnlla. PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME FOUNDATION DETAILS SHEET NUMBER S-502 PCI GRIDj} ,f 2'-3" 73" 1 2'-3" I GRID PC2 GRID 7 PC3 GRID PC9 PC10 D1 PILE CAP PLAN DETAILS AUGER CAST PILE NOTES (SEE CSIS-5041: 1. MAINTAIN A 10'-0" MINIMUM GROUT HEAD ABOVE THE BOTTOM OF THE AUGER FROM THE START OF GROUT PLACEMENT UNTIL PILE COMPLETION. 2. VOLUME OF GROUT PLACED SHALL EXCEED THEORETICAL COLUMN OF SHAFT BY 30% MINIMUM. 3. INSTALLATION OF PILES SHALL BE IN ACCORDANCE WITH'AUGERED CAST IN PLACE PILES MANUAL", LATEST EDITION PUBLISHED BY DEEP FOUNDATION INSTITUTE. 4. AUGERED CAST IN PLACE (ACIP) CONCRETE PILES SHALL NOT BE INSTALLED WITHIN 10 PILE DIAMETERS CENTER TO CENTER OF A PILE FILLED WITH CONCRETE LESS THAN 18 HOURS OLD, UNLESS APPROVED BY THE REGISTERED DESIGN PROFESSIONAL KNOWLEDGEABLE IN THE FIELD OF SOIL MECHANICS AND PILE FOUNDATIONS. 5. PILE TO BE LOCATED WITHIN 3" OF DESIGN CENTER. 6, AUGER CAST DISPLACEMENT NOT PERMITTED. 7, THE DESIGN CAPACITY, SETTLEMENT, AND CONSTRUCTION METHODS OF AUGER CAST PILE SHALL BE DETERMINED PRIOR TO CONSTRUCTION AS FOLLOWS: a) GEOTECHNICAL ENGINEERING INVESTIGATION ALREADY COMPLETED: SEE GENERAL STRUCTURAL NOTES. TESTING AGENCY WILL DIRECT PERFORMANCE OF LOAD TEST PILE. b) SINGLE COMPRESSION LOAD TEST PILES PER ASTM D-1143 "STANDARD METHODS OF TESTING PILES UNDER STATIC AXIAL COMPRESSIVE LOAD' C) LOCATION OF TEST TO BE DETERMINED BY TESTING AGENCY. 8. ALL AUGER CAST PILES SHALL HAVE A MINIMUM 18" DIAMETER AND SHALL BE INSTALLED TO PRACTICAL REFUSAL. 9, THE DRILL USED TO INSTALL AUGER PILES SHALL BE ABLE TO ACCEPT A MINIMUM 30,000 FT - LBS OF TOQUE AND 5,000 LBS OF CROWD. 10. IF THE INSTALLATION PROCESS FOR ANY PILE IS INTERRUPTED OR A LOSS OF CONCRETING PRESSURE OCCURS THE PILE SHALL BE REDRILLED TO THE ORIGINAL DEPTH AND REFORMED. 11. SEE SPECIFICATION SECTIONS FOR ADDITIONAL REQUIREMENTS. t GRID /I 1. „1J S'o' z -a" 2•-3" 2'-3" PC4 AUGER CAST PILE CAP NOTES: t. AlL REINFORCING SHALL BE PLACED AT EVEN SPACING 2. PILE CAPS ARE CENTERED OVER PILE GROUP. UNO. 3. "H" DESIGNATES HOOKED BARS. PCft l GRID G P 5 ow TOP REINFORCEMENT AS REQUIRED. SEE PILE CAP SCHEDULE COL. DOWELS SEE COL. SCHED. C3 PILE CAP SECTION CONC, COLUMN OR CIE PILASTER REINFORCEMENT SEE PILE CAP SCHEDULE SEE PLAN 18" DIA. PILES SEE C71SG5.02 GRID .I PC7 PCS SLEEVE TOP OF PILE TO V -6 - ABOVE GRADE UNTIL FOUNDATION IS READY TO BE POURED. FULLY i REMOVE SLEEVE PRIOR TO Z: POURING. TOP OF PILE CAP ......SEE PLAN._. w 1) .n[ OZ _ - - CUT-OFF TOP OF PILES SQUARE N'4 WITH PILE AXIS w N . ijij 2 112' w COVER MIN. L. `- CIE PILE CAP -- t21) #4 TIES _a 12" OC AUGER CAST PILE N. #11 x CONT. w' 2'112" 2 irk" COV R MIN COV IN. (6) #6 BARS j ...__. ...- EQUALLY SPACED PROVIDE 3 CENTRALIZERS MIN. AT `1 (1)#11 CENTER EQUAL SPACING TO BAR MAINTAIN CLEARANCE. o Q (6) #6 BARS EQUALLY SPACED ESTIMATED BOTTOM OF PILE '-- PROVIDE REINFORCEMENT BAR ,.i_.._..._.__..__..__..__.. _.-._. CENTRALIZERS OR INSTALL El EV. 624'-0' - THROUGH STEM AUGER TO 18" MIN MAINTAIN REI F. WITHIN TOLERANCES C5 AUGER CAST PILE (SEE AUGER CAST PILE NOTES FOR ADDITIONAL REQUIREMENTS) ARCMTECT OF RECORD Neumann Monson PC 221 Ees' -.ge Street t Suke 303 Iowa Qt;, Iowa 52240 AUGER CAST PILE CAP SCHEDULE CONSULTANTS PILE C AP MARK LENGTH WIDTH —}— DEPTH f f v BOTTOM REINFORCING LONG BAR SHORT BAR TOP REINFORCING LONG BAR i SHORT BAR REMARKS PCt 747 z 0 PC2 4'-6" 3'7 6 49H 747 6 49H 3 14417 z PC3 9' 3" 9 70" T-6- , 9#9H - 9 99H i _ PROVIDE REINFORCEMENT IN THREE DIRECTIONS PC4 90 90 36" 7 9#9H 9#9H 9#9H 9#9H PC5 11 •-0" i i'-0" T -9"—i 12 49H 12 49H PCB 13'-6" 9'-0" 4'-0" j t011iiH 74#9H 10#11H 14 49H PC7 13'-6" 12'-6" 4'-6"V 12 #10H 13#10H 12410H 13#10H 1 PC8 13'-6" 12'-6" 4'-9" 13910 14 #10H 13#10 14#10H PC9 13'-6" 13'-6" 4'-9" 161110H 16 #tOH - - PC10 3 18"-0" 12'-6" 5'-0" 15#11 19#10H - i - PC71 18'-0' 17-6" 5'-3" 1 18#11 PC12 1-0- 13'-6" 5'-9' 20#11 22410H - PC13 20'-6" 13'-6" 6'-0' 23#11 21#11H 23#11 21 #itH AUGER CAST PILE CAP NOTES: t. AlL REINFORCING SHALL BE PLACED AT EVEN SPACING 2. PILE CAPS ARE CENTERED OVER PILE GROUP. UNO. 3. "H" DESIGNATES HOOKED BARS. PCft l GRID G P 5 ow TOP REINFORCEMENT AS REQUIRED. SEE PILE CAP SCHEDULE COL. DOWELS SEE COL. SCHED. C3 PILE CAP SECTION CONC, COLUMN OR CIE PILASTER REINFORCEMENT SEE PILE CAP SCHEDULE SEE PLAN 18" DIA. PILES SEE C71SG5.02 GRID .I PC7 PCS SLEEVE TOP OF PILE TO V -6 - ABOVE GRADE UNTIL FOUNDATION IS READY TO BE POURED. FULLY i REMOVE SLEEVE PRIOR TO Z: POURING. TOP OF PILE CAP ......SEE PLAN._. w 1) .n[ OZ _ - - CUT-OFF TOP OF PILES SQUARE N'4 WITH PILE AXIS w N . ijij 2 112' w COVER MIN. L. `- CIE PILE CAP -- t21) #4 TIES _a 12" OC AUGER CAST PILE N. #11 x CONT. w' 2'112" 2 irk" COV R MIN COV IN. (6) #6 BARS j ...__. ...- EQUALLY SPACED PROVIDE 3 CENTRALIZERS MIN. AT `1 (1)#11 CENTER EQUAL SPACING TO BAR MAINTAIN CLEARANCE. o Q (6) #6 BARS EQUALLY SPACED ESTIMATED BOTTOM OF PILE '-- PROVIDE REINFORCEMENT BAR ,.i_.._..._.__..__..__..__.. _.-._. CENTRALIZERS OR INSTALL El EV. 624'-0' - THROUGH STEM AUGER TO 18" MIN MAINTAIN REI F. WITHIN TOLERANCES C5 AUGER CAST PILE (SEE AUGER CAST PILE NOTES FOR ADDITIONAL REQUIREMENTS) ARCMTECT OF RECORD Neumann Monson PC 221 Ees' -.ge Street t Suke 303 Iowa Qt;, Iowa 52240 T319 336 7878 ci861h Avenue' Suit 2G9 Des V.omes.:o'wa —1 T 515 339.7800 CONSULTANTS Walker Perking Con 1-ts 1--1 Engineer 1660 Highway 100 South, Sunt 424 V neapds MN 5541E T012-- z 0 U) Z 0 x z si T T Z PROJECT NAME HARRISON STREET PARKING RAMP I OWNER PROJECT W. 21?822.00 ISSUE w�sol o -r nt.,manenmreor.vusw�i(u� amm�lx. PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME FOUNDATION DETAILS —ET —SER S-504 2ND TIERh 688'-0" EL fr 10"GIP WALL REINF. W/ --- (2) MATS OF 96 @ 12" OC VERTICAL AND #5 @ 12" OC HORIZONTAL. Ttl #3 @ 12"OC x3'-0"W!STD HOOK.-- PITSLAB. SEE PLAN ALTERNATE PLACEMENT Wt PIT FOR REINF. SLAB STEEL EXTEND HOOK TO MID DEPTH OF WALL. PIT BEAM I 43 @ 12' OC x 3'-0' W/ STD HOOK. EXTEND HOOK TO MID DEPTH OF SLAB ON GRADE WALL. GRADE VARIES SEE CIVIL ` -- 676.0 0" 4 SEE PLANS 1 94 DOWELS @ 18" OC x T -O'. EXTEND 9' INTO GRADE 36'D z 24'W GRADE BEAM. BEAM, SEE A2tS-501 FOR REINF. PILE CAP BEYOND 1 FOUNDATION WALL DETAIL 112' = T-0" 0 8' 16 3r 1/16" = 1'-0" GRADE VARIES P SEE PLAN 12' CIP RETAINING WALL REINFORCED Wl (2) MATS OF #4 @ 12' OC HORIZ- VERTICAL. REINFORCING TO BE AS SHOWN I i 94@12"OCVERTICAL #8 @ 6" OC VERTICAL 2" GAP +: CAST TIGHT Wl BOND BREAKER GRADE VARIES SEE PLAN DOWELS #5 @ 12" OC I I 12" CIP RETAINING WALL REINFORCED Wt (2) MATS OF #4 @ 12' QC HORIZ. VERTICAL + .t REINFORCING TO BE AS SHOWN T CIP COLUMN BEYOND 1'-0" CMU WALL ABOVE --- VARIES, SEE PLAN GRADE VARIES � -- 1 SEE PIAN 12"CIP RETAINING WALL t REINFORCED W/ (2) MATS OF #4 72' OC HORIZONTAL VERTICAL REINFORCEMENT TO BE AS SHOWN. #8@6"OC #4@12"OC ARCHITECT OF RECORD Neumam Monwn PC j Lk 1 1 221 Ee CWleae Sxeei j 31#e 303 bwa C y. Iowa 52210 t t T 319-338 7879 e1fl 611 A•mm�e'�, Suite 209 --- CAST TIGHT Wt BOND BREAKER Des Vokres. Iowa W309 T111130 - GP COLUMN BEYOND CIP COLUMN BEYOND 1'-0" CMU WALL ABOVE --- VARIES, SEE PLAN GRADE VARIES � -- 1 SEE PIAN 12"CIP RETAINING WALL t REINFORCED W/ (2) MATS OF #4 72' OC HORIZONTAL VERTICAL REINFORCEMENT TO BE AS SHOWN. #8@6"OC #4@12"OC ARCHITECT OF RECORD Neumam Monwn PC - COVE SEALANT 221 Ee CWleae Sxeei j 31#e 303 bwa C y. Iowa 52210 #4 @ 12" OC VERTICAL T 319-338 7879 e1fl 611 A•mm�e'�, Suite 209 --- CAST TIGHT Wt BOND BREAKER Des Vokres. Iowa W309 T111130 - GP COLUMN BEYOND CONSULTANTS _- DOWELS 45 @ 12" OC s I Wa&er Parking Cons.Uanls StruC,ural Engineer I CIP COLUMN BEYOND t66C Hg •f tna Soup. Sun«21 ! ---- CIP SLAB ON GRADE 48 @ 6- OC VERTICAL - V 4',L 54a1F 1-112191911,31 . I - COVE SEALANT 2' GAP I 2 - COVE SEALANT - . - 48 @ 12" QC i+. •. x ( z - 2 -CONCRETE WASH 1 O DOWELS #5@12"OC U) ) KEY REINFORCEMENT TO z 1 -CIP SLAB BE 45 @ 12" OC VERTICAL CIP SLAB CIP COLUMN BEYOND RETAINING WALL DETAIL - GRIDS RETAINING WALL DETAIL - GRIDS 7 1.9 TO 7 TO 10 1 172" = 1' 0" 1/2" 0 16' 32' 1116" = 1'-0' 1116' = 1'-0" 12" WIDE It 24' DEEP KEY REINFORCED WI#5 @ 12" OC VERTICAL AND #4 @ 12' OC HORIZONTAL. 30 �I- 90 RETAIING WALL DETAIL - GRIDS 1 2 TO5ONC 1/2"=1`-0" 1116" = V -O" A GRADE VARIES - COVE SEALANT SEE PLAN #4 @ 12" OC VERTICAL 689.00- - -- --- CAST TIGHT Wt BOND BREAKER j - GP COLUMN BEYOND _- DOWELS 45 @ 12" OC s I - I CIP COLUMN BEYOND i ! ---- CIP SLAB ON GRADE 48 @ 6- OC VERTICAL - W? 47,9 6- OC VERTICAL AND 94 @ 12" OC HORIZONTAL I - COVE SEALANT 2' GAP I 2 - COVE SEALANT - . - 48 @ 12" QC i+. •. x ( 1 - 2 -CONCRETE WASH 1 3 DOWELS #5@12"OC ) KEY REINFORCEMENT TO 1 -CIP SLAB BE 45 @ 12" OC VERTICAL CIP SLAB - #7 @72' OC AND 44 @ 12" OC HORIZONTAL I I - #8 @ 12" OC r`:o ocTn:nunv, :nrn cnnnnv - #7@12"OC w ETS SEE PLAN .. IJ 7 #&@ 12 OC RETAINING WALL DETAIL - GRIDS RETAINING WALL DETAIL - GRIDS 7 1.9 TO 7 TO 10 1 172" = 1' 0" 1/2" 0 16' 32' 1116" = 1'-0' 1116' = 1'-0" 12" WIDE It 24' DEEP KEY REINFORCED WI#5 @ 12" OC VERTICAL AND #4 @ 12' OC HORIZONTAL. 30 �I- 90 RETAIING WALL DETAIL - GRIDS 1 2 TO5ONC 1/2"=1`-0" 1116" = V -O" A GRADE VARIES j SEE PLAN #4 @ 12" OC VERTICAL 689.00- - -- j - GP COLUMN BEYOND s I - I CIP COLUMN BEYOND 8' CIP RETAINING WALL REINFORCED --- 48 @ 6- OC VERTICAL - W? 47,9 6- OC VERTICAL AND 94 @ 12" OC HORIZONTAL 1 - COVE SEALANT 2' GAP I 2 - COVE SEALANT - '-• i+. •. x ( 1 - 2 -CONCRETE WASH 1 3 DOWELS #5@12"OC ) KEY REINFORCEMENT TO 1 -CIP SLAB BE 45 @ 12" OC VERTICAL CIP SLAB - #7 @72' OC AND 44 @ 12" OC HORIZONTAL I I - #8 @ 12" OC r`:o ocTn:nunv, :nrn cnnnnv - #7@12"OC w ETS .. IJ 7 #&@ 12 OC S EE PLANCOVE 2 SEALANT - i 1 G CIP RETAINING WALL FOOTING, REINFORCED AS SHOWN CAST TIGHT W/ BOND BREAKER — ' CIP SLAB 1 _1 47 @ 12" OC ! / DOWELS #5 @ 12" OC i 98 @ 12" OC ? .-CIP RETAINING WALL FOOTING. 1 m-S<=EPLA"tJ C REINFORCED AS SHOWN { • ? '' ETF SEE PLAN 1 ETF SEE PLAN o e a q 175" RETAINING WALL DETAIL - GRIDS RETAINING WALL DETAIL - GRIDS 7 1.9 TO 7 TO 10 1 172" = 1' 0" 1/2" 0 16' 32' 1116" = 1'-0' 1116' = 1'-0" 12" WIDE It 24' DEEP KEY REINFORCED WI#5 @ 12" OC VERTICAL AND #4 @ 12' OC HORIZONTAL. 30 �I- 90 RETAIING WALL DETAIL - GRIDS 1 2 TO5ONC 1/2"=1`-0" 1116" = V -O" A GRADE VARIES SEE PLAN 689.00- - -- s I I CIP COLUMN BEYOND 8' CIP RETAINING WALL REINFORCED --- 2 W? 47,9 6- OC VERTICAL AND 94 @ 12" OC HORIZONTAL 2" GAP -- IETS - COVE SEALANT - '-• A%,SEE PLAN 1 CAST TIGHT Wt BOND BREAKER DOWELS #5@12"OC ) KEY REINFORCEMENT TO 1 -CIP SLAB BE 45 @ 12" OC VERTICAL I - #7 @72' OC AND 44 @ 12" OC HORIZONTAL I - #8 @ 12" OC r`:o ocTn:nunv, :nrn cnnnnv RETAINING WALL DETAIL - GRIDS &10 TO 12 1! 32' 1176" = 1'-0" I' r PROJECT NAME HARRISON STREET PARKING RAMP NORTH KEY PLAN I OWNER PROJECT NO. 21-3922-96 ISSUE PRELIMINARY 1 NOT FOR CONSTRUCTION 1 SNEET NUMBER S-05 WALL r— CONTINUOUS SEALANT i'-0" TO 1'-6" (1}#5 EACH SIDE NONE REQUIRED (105 x T-0" EACH SIDE CONNECTION PER EXPANSION JOINT SUPPLIER 2'-6" TO 6'-0" {2)#5 TOP AND BOT "r EACH SIDE aQ z� SEE NOTE 1 zo m� w ELASTOMERIC -----� CONCRETE HEADER t i oQ o (2) #4 CORNER y i-- 1/4"CHAMFER BARS W/24.> LEGS. MATCH _... BACKUP BARS in jJJ --- CONCRETE 1'-0" ABOVE AND BELOW 314" TOOLED JOINT WITH ------ , --- t LAST ANCHOR ,:_. COLUMN SEE NOTE 3 OF DRAIN AND STRAND—T.,a_______..._ F z 1n N8" x 3f8" GAP FORMED i' 0" MIN "-- '- PIT ANCHOR. TENDON FORCE. 3K (3) 44 TOP AND BOTTOM - POUR STRIP -PLACE NOT LESS `- z w AFTER SEATING LOSSES. FULLY \\ MEMBRANE FLAP 5 o Q K oZW� SEE NOTE i �.....5// TO STRESSING AND STRESSING -'- PT TENDON END WEDGES AFTER STRESSING � T OaaO SLOCKOUT PER --- EXPANSION JOINT = 60% OF MINIMUM ULTIMATE SUPPLIER REQUIREMENTS BOTH SIDES OF NOTES: 1. WABOCRETE JOINT SYSTEM BY WATSON BOWMAN ACME OR STRAND. BACKSTRESS EACH APPROVED EQUIVALENT. COORDINATE DIMENSIONS WITH """" MANUFACTURER MINIMUM SIZE TO BE MEA00. NOTES: EXPANSION JOINT DETAIL STRESSING THAT STRAND. USE (3) D1 2'-0" -- 4"CLR TYP MIN TYP` " (WHERE (2)BARS ARE REQUIRED) 1" CLR -- EFFECTIVE OPENING LENGTH — DIAGONALS NOTES: 1. ALL OPENINGS WITH A DIMENSION OF V-0" OR GREATER SHALL BE TRIMMED AS SHOWN. 2. THIS REINFORCING IS IN ADDITION TO ANY REINFORCING INDICATED ON THE PLANS, MAX EFFECTIVE REINFORCING OPENING LENGTH DIAGONALS i'-0" TO 1'-6" (1}#5 EACH SIDE NONE REQUIRED 1'-6" TO 7-6" (1)1#5 TOP AND BOT (105 x T-0" EACH SIDE a Z 7 2'-6" TO 6'-0" {2)#5 TOP AND BOT (,)#5 x 3'-0" EACH SIDE aQ z� CC-l�SLAB OPENING DETAIL TO COL UNE S-8" (SEE NOTES) TO COL LINE (2)#4 BACKUP BARS (�- ,--- S CLOSURE POUR I w CHORDSTEELLAP-SEE - a Z 7 z BOO U:? �Z aQ z� mw <� zo m� w a z oQ o (2) #4 CORNER y U m BARS W/24.> LEGS. MATCH _... BACKUP BARS in MIN ._...._.TEMPERATURE TENDONS — ----- WALL, COLUMN, OR CURB FACE FINISHED FLOOR SURFACE 112" MINIMUM THROAT NOTES: 1, PREPARE AND ALLOW FOR PRIMER TO CURE PROPERLY PRIOR TO INSTALLING SEALANT. 2, SEE SPECIFICATIONS FOR APPROVED MATERIALS. 3, DETAIL NOT TO SCALE. COVE SEALANT DETAIL TO COL UNE S-8" (SEE NOTES) TO COL LINE STRAND END ANCHOR DETAIL 2" 2'-6" LAP UNLESS NOTED 2- D3 SLAB THICKNESS CHORDSTEELLAP-SEE - SLAB REINFORCING --- PT TENDON ------ BEAM STIRRUP 34" TOOLED JOINT -. SCHEDULE ON TYPICAL LEVEL SEE PLANS (2) #4. 4'-0" EACH WAY WITH SEALANT BOTH --- 2 TOGETHER MAX. WHERE THERE IS MORE THAN 5 CONDUITS. -- SIDE OF POUR STRIP X CONT 1"CLEAR SEE 0 Q_ �.+-- SEE SEE C31S-003 - CUT STRAND AND CAP ANCHORS PER SPEC. F P PT ANCHOR OF O (2) 414 VERTICAL EXTEND (2) i" --- CONCRETE 1'-0" ABOVE AND BELOW 314" TOOLED JOINT WITH ------ , --- t LAST ANCHOR ,:_. COLUMN SEE NOTE 3 OF DRAIN AND STRAND—T.,a_______..._ MEMBRANE N8" x 3f8" GAP FORMED i' 0" MIN "-- '- PIT ANCHOR. TENDON FORCE. 3K (3) 44 TOP AND BOTTOM - POUR STRIP -PLACE NOT LESS `- TEMPERATURE AFTER SEATING LOSSES. FULLY THAN 28 DAYS AFTER TENDONS, SEE At/S-510 SEAT FIXED END WEDGES PRIOR STRESSING SLAB PT TENDONS + TO STRESSING AND STRESSING -'- PT TENDON END WEDGES AFTER STRESSING FIRST SLAB TENSIONED BY BACKSTRESSING TO A FORCE --- 314" V -GROOVE = 60% OF MINIMUM ULTIMATE ---- - -- SEE NOTE 4 - BOTH SIDES OF TENSILE STRENGTH (MOTS) OF POUR STRIP STRAND. BACKSTRESS EACH — ""'"""" """" STRAND IMMEDIATELY AFTER NOTES: STRESSING THAT STRAND. USE (3) 1. AT POUR STRIP, USE SAME CONCRETE AS USED FOR FLOORS. PIECE WEDGES. 2. AT TOP OF POUR STRIP, PROVIDE 3/4" DEEP TOOLED JOINTS, FILLED WITH SEALANT, CAST4N DRAIN, DRAIN 7AWAY IN TRANSVERSE DIRECTION AT 4'-0" OC BY PLUMBING CONTRACTOR 3. TOP AND BOTTOM LONGITUDINAL BARS IN POUR STRIP TO BE CHAIRED DURING PROVIDE CHAIRS FOR 8Aft SUPPORT " ' 2,-0DURING PLACEMENT OF ADJACENT SLABS. PLACEMENT OF FIRST SLABINTERMEDIATE 4. SUPPORT EDGES AND BACKSPAN BAYS TO MAINTAIN ALIGNMENT AT CLOSURE STRIPS Fill POCKET WITH GROUT UNTIL 14 DAYS AFTER CLOSURE HAS BEEN PLACED. PT ANCHORS S. PROVIDE 3f4" HOLES AT 2'-0" OC IN PLYWOOD FORMS TO PREVENT WATER FROM PVC SLEEVE FILLING JOINT PRIOR TO PLACING CONCRETE. CONCRETE SLAB (SECOND SLAB) 6. INCREASE THE WIDTH OF THE CLOSURE POUR TO PROVIDE THE LAP LENGTH INDICATED t. PLUMBING SHALL LOCATE FLNOTE: SEALANT FOR THE CHORD REINFORCING STEEL WITHIN THE CLOSURE POUR, SHOWN ON THE TYPICAL SHORE FIRST SLAB FROM BEAMIGIRDER. RELOCATE BEAM AND SLAB BEARE REHAB AT DRAINS AS REQUIRED. OCCURS LEVEL PLAN, LAP SPLICES FOR CHORD STEEL SHALL NOT EXTEND FROM ONE POUR INTO AN 3J4' V -GROOVE -- UNTIL SECOND SLAB IS ADJACENT POUR, COVE SEALANT DETAIL SEE NOTE 3 STRAND END ANCHOR DETAIL Neumamr Menson PC ??t E%c CWimge SVeal :. �Ine 303 Iowa DV, i— 522.E D3 SLAB THICKNESS D4 CONDUIT CROSS-OVER MAX DIAMETER --- PT TENDON ------ BEAM STIRRUP 3x CONDUIT DIA. OR CONTRACTOR TO PROVIDE #4 @ 18" OC (2) #4. 4'-0" EACH WAY ADDITIONAL ROWS WILL BE REQUIRED --- 2 TOGETHER MAX. WHERE THERE IS MORE THAN 5 CONDUITS. -- (EPDXY COATED)BY 14" (2) 3A- SEE 0 Q_ �.+-- SEE D U ! VJ O a' GENERAL SCHEDULE O SCHEDULE (2) i" --- CONCRETE CONTRACTOR, 314" TOOLED JOINT WITH ------ , --- 2'-0" WIDE STRIP TRAFFIC CONDUIT CROSS-OVER SINGLE CONDUIT PLACE TIGHT TO SIDES SEALANT, SEE E5/S511 BEARING WATERPROOF OF DRAIN AND i MEMBRANE N8" x 3f8" GAP FORMED i' 0" MIN "-- '- UNDERSIDE OF LIP PROVIDE #4 x 4'-0' AT TOP Lam: ALL AROUND DRAIN. FILL WITH SEALANT 1v SLAB REBAR SPACING — (2) 44 CONTINUOUS AT (4) #4 x CONT AT COD 2^ i" PT ANCHORS I - z FIRST SLAB TENSIONED - PT TENDON--- THIS SIDE i T PIT SLAB FOR BE AM — ""'"""" """" TIE REBAR AT CROSSINGS ATIONQO"""'-' SEE B2IS-620INTEGRAL CAST4N DRAIN, DRAIN 7AWAY BY PLUMBING CONTRACTOR PROVIDE CHAIRS FOR 8Aft SUPPORT " ' 2,-0DURING PLACEMENT OF FIRST SLABINTERMEDIATE PT ANCHORS AND POCKETS NOTES:PT CONCRETE SLAB (SECOND SLAB) t. PLUMBING SHALL LOCATE FLNOTE: SHORE FIRST SLAB FROM BEAMIGIRDER. RELOCATE BEAM AND SLAB BEARE REHAB AT DRAINS AS REQUIRED. OCCURS 3J4' V -GROOVE -- UNTIL SECOND SLAB IS STRESSED AC CONSTRUCTION JOINT @PERPENDICULAR TO SLAB S• C4 w,a*,iaojvlc&71 • 1 NOTE: SEE NOTE 3 CONTRACTOR TO PROVIDE 1007 BARS" AT PROJECT Neumamr Menson PC ??t E%c CWimge SVeal :. �Ine 303 Iowa DV, i— 522.E SITE PRIOR TO FIRST POST -TENSIONED DECK POUR. SLAB THICKNESS ENGINEER WILL LOCATE AS NECESSARY. CONDUIT CROSS-OVER MAX DIAMETER --- PT TENDON ------ BEAM STIRRUP 3x CONDUIT DIA. OR CONTRACTOR TO PROVIDE #4 @ 18" OC 3 MIN ADDITIONAL ROWS WILL BE REQUIRED --- 2 TOGETHER MAX. WHERE THERE IS MORE THAN 5 CONDUITS. -- 1 114" 14" (2) 3A- SEE 0 Q_ �.+-- SEE D U ! VJ O a' - -Cj SCHEDULE O SCHEDULE (2) i" --- CONCRETE TYP r --'---'t- PR STRANDS 1.6 MIN t12" CONDUIT CROSS-OVER SINGLE CONDUIT MULTIPLE CONDUIT 3/4" IS PERMISSIBLE IF ANGLE OF CROSS-OVER IS GREATER THAN 45 DEGREES. PT SUPPORT BAR MAY BE CUT TO ALLOW ELECTRICAL CONDUIT ABOVE PLACEMENT OF CONDUIT ------- Z BEAM TOP REINFORCING, TYP. TOP OF SLAB o z EXCEPT AT TOP LEVEL � 1 --- — _ BEAM TOP REINFORCING d ELEO CONDUIT BELOW SEE NOTE 3 BEAM TOP REINFORCING Neumamr Menson PC ??t E%c CWimge SVeal :. �Ine 303 Iowa DV, i— 522.E SEEDIIS-510-,^---------.j- SLAB THICKNESS SINGLE CONDUIT MAX. DIAMETER CONDUIT CROSS-OVER MAX DIAMETER --- PT TENDON ------ BEAM STIRRUP `:. 5" TO 112" 1" (2)1/2-' 6" TO 7 114" 1 114" 14" (2) 3A- 0 SEE 87/5603 INSTALL SEALANT EVENLY AND ,7 ,7114" 1112" (2) i" --- CONCRETE 3/4" IS PERMISSIBLE IF ANGLE OF CROSS-OVER IS GREATER THAN 45 DEGREES. PT SUPPORT BAR MAY BE CUT TO ALLOW ELECTRICAL CONDUIT ABOVE PLACEMENT OF CONDUIT ------- Z BEAM TOP REINFORCING, TYP. TOP OF SLAB o z EXCEPT AT TOP LEVEL � 1 --- — _ BEAM TOP REINFORCING d ELEO CONDUIT BELOW NOTES: 1. PLACE CONTROL JOINTS IN CURBS ALIGN WITH PiC TEE JOINTS AND COLUMN FACES. 2. CONTROL JOINT (CJ) MUST BE TOOLED IN PLASTIC CONCRETE. TENDON PLACEMENT AT B1 CORNER/SLAB EDGE B2 DRIP STOP DETAIL CB4-'OOLED JOINT AND SEALANT 1-11 PENETRATIONS FARTHER THAN 1.5 TIMES THE PENETRATION'S DIAMETER OR WIDTH' BUT NOT LESS THAN V-6- MIN. FROM ANCHOR, DO NOT REQUIRE STEEL PIPE INSERTS -- SLAB EDGE AT VERTICAL EDGE ----� SEE NOTE 3 BEAM TOP REINFORCING Neumamr Menson PC ??t E%c CWimge SVeal :. �Ine 303 Iowa DV, i— 522.E SEEDIIS-510-,^---------.j- y. n AT TOP LEVEL Des Moines, $_ 5031" T 5/5.339.1800 ul CONSULTANTS Waiker P.*I" -W- gomm --- PT TENDON ------ BEAM STIRRUP `:. ---JOINTGLAND NOTE' TOOL JOINT. PREPARE EDGE CONDUIT COLUMN AND FILL WITH FLEXIBLE SEALANT. 0 SEE 87/5603 INSTALL SEALANT EVENLY AND i-0'MIN- ' it4' CHAMFER fTYPJ ---- RECESS 1116" BELOW SURFACE. --- CONCRETE TYP r --'---'t- PR STRANDS DO NOT OVERFILL JOINT t12" 0 EMBEDDED CONDUIT IN SLAB AND „rT BEAM B5 NOTES: 1. PLACE CONTROL JOINTS IN CURBS ALIGN WITH PiC TEE JOINTS AND COLUMN FACES. 2. CONTROL JOINT (CJ) MUST BE TOOLED IN PLASTIC CONCRETE. TENDON PLACEMENT AT B1 CORNER/SLAB EDGE B2 DRIP STOP DETAIL CB4-'OOLED JOINT AND SEALANT 1-11 PENETRATIONS FARTHER THAN 1.5 TIMES THE PENETRATION'S DIAMETER OR WIDTH' BUT NOT LESS THAN V-6- MIN. FROM ANCHOR, DO NOT REQUIRE STEEL PIPE INSERTS -- SLAB EDGE AT VERTICAL EDGE ----� SEE NOTE 3 Neumamr Menson PC ??t E%c CWimge SVeal :. �Ine 303 Iowa DV, i— 522.E SEEDIIS-510-,^---------.j- T 3'19-338-1818 4186T Averum J 1- 211 Des Moines, $_ 5031" T 5/5.339.1800 ul CONSULTANTS Waiker P.*I" -W- gomm `:. ---JOINTGLAND STRANDS SHALL BE SEE NOTE 2 ELASTOMERIC CONCRETE STRAIGHT IN THIS AREA HEADER(TYPJ i-0'MIN- ' it4' CHAMFER fTYPJ ---- -", �, % ' .._--$QUARE CONC. EDGE TYP r --'---'t- PR STRANDS -- STEEL PIPE INSERT (SCHED 40) IS REQUIRED WHENSLAB PENETRATION :J IS WITHIN BEARING CONE " OF TENDON ANCHOR '"�... MEMBRANE FLAP J NOTES: 1. WABOCRETE JOINT SYSTEM BY WATSON BOWMAN ACME OR APPROVED EQUIV. COORDINATE DIMENSIONS WITH MANUFACTURER MINIMUM SIZE TO BE ME -400, 2. EXTEND JOINT GLAND CONTINUOUS BETWEEN COLUMNS AND AT ENDS. EXTEND GLAND 6" HORIZ., 2" VERT. AT END OF JOINT ADJACENT COLUMNS, SLOPE TO SPLAY 1:12 OPENING REINFORCING DRAIN- MAXIMUM PER DETAIL AILS -510 3. MINIMUM TOTAL JOINT MOVEMENT TO BE ??? @ NORTH STAIR AND ??? NOTES: ELSEWHERE. ANY PENETRATION WITH DIMENSIONS GREATER THAN V-0" MUST HAVE TRIM REINFORCEMENT AS DETAIL C5IS-501. TENDON LAYOUT AT OPENING Al OPENING ANCHORAGE DETAIL EXPANSION JOINT DETAIL A4 DETAIL J GROMMETS AT 42" ON CENTER MAXIMUM STRESSING END ONLY ANCHOR PLACEMEMT, ... POSITION HEAD HORIZONTALLY TOOLED EDGE ( --- (2) 94 x CONTINUOUS j" TEMPERATURE OR UNIFORM BACK-UP BARS ( TENDON �2 ,!2" CHAMFER MIN CONTINUOUS DRIP - SUPPORT/ STOP SEE DETAIL TEMPERATURE BAR A51S-510 -1" CLR 1' CLR.. LARGEPOCKET FORMER, GROUT POCKET WITH NON -SHRINK, NON -STAIN GROUT 1 3/4" MIN CLR - "- SEE (NOTE i) P/T CABLE TYPICAL CORROSION PROTECTION SHEATHING SLEEVE (CPS) TYPICAL TYPICAL WATER -TIGHT SEAL TYPICAL DEAD END ANCHOR STRESSING END ANCHOR NO DEVIATION ALLOWED FROM THIS DETAIL '.. NOTES. 1. SEE SPECIFICATIONS DIVISION 3 FOR ADDITIONAL REQUIREMENTS, 2. MINIMUM CONCRETE COVER AT ANCHOR SHALL BE 1/4" GREATER THAN REQUIRED AWAY FROM THE ANCHOR OR 1 114" WHICHEVER IS GREATER. 3. ANCHORS IN THE SLAB SHALL BE SPACED AT 6" ON CENTER MINIMUM AND POSITIONED HORIZONTALLY. SLAB EDGE/TENDON ANCHORAGE A5 DETAIL 1 5-510 ___-........... -.. ARCHITECT OF RECORD Neumamr Menson PC ??t E%c CWimge SVeal :. �Ine 303 Iowa DV, i— 522.E T 3'19-338-1818 4186T Averum J 1- 211 Des Moines, $_ 5031" T 5/5.339.1800 ul CONSULTANTS Waiker P.*I" -W- gomm 5 ai En9lneer 1680 H9h aY 100 So"), 81- 424 'V". J V "'.'eT 852-595 9118 z 0 U) Z 0 „rT Lam: W z PROJECT NAME HARRISON N STREET PARKING RAMP OWNER PROJECT W. 21-3922 u0 ISSUE �&waryn Aar or.Yc�s»a Ywsa,+. NOTEORLIMINARY CONSTRUCTION SHEET NAME SLAB PROFILES AND DETAILS SHEET NUMBER SLAB EDGE 48 BARS, Ty < R 46 BARS 5R 1112 -COVER 1-0 0 TIES TYP. DRIP PIT BEAM CIP COLUMN BEYOND 13 PIER DETAIL 8' CMU WALL, TOP OF PIER 2' -2" 4'_8`_ TOP OF PIER �� TICOL. AT TOP TIER (2) PER COLUMN FACE. 21" WASH .. ... . ....... . It2- DIA, STRAND, IPVC SEE D4f5-510 SEE D41SS10 FOR Q z DETAIL SEE D4/S510 FOR PVC SLEEVES IN COL. SEE 13 iD3 .... 16"x 12'ClR PIER: 24- x 24C.I.P. PIER: SEE PLAN REINFORCE W114)96 REINFORCE W/(4)46 COVE SEALANT IN CORNERS & (4w U.N.O. IN CORNERS & N#8 U.N.O. PVC SLEEVES IN COL. EXTENSIONS TO BOTTOM EXTENSIONS TO BOTTOM 1 1/2" 1112, OF BEAM W! BAR C? SLAB EDGE 9 TOP OF PIER TERMINATION TERMINATION C05 ON EQUIV TOP & BOTTOM. ON EQUIV TOP & BOTTOM. AND (5) #3. CONT, HORIZ. CABLES N 112- DIA. STRAND, Q G SLAB BEYOND SLABBEYOND SEE D41S510 FOR z STRAND END ANCHOR. PIT SLAB ETAIL D .......... STAIR TREADS. BEYOND PIT BEAM CIP COLUMN BEYOND 13 PIER DETAIL 8' CMU WALL, 2'-2'WASH 2' -2" 8-9_1P TOP OF PIER �� TICOL. AT TOP TIER (2) PER COLUMN FACE. 21" WASH SEE PLAN IPVC SEE D4f5-510 EXTERIOR SLAB EDGE W/BEAM Q z 112" DIA. STRAND THRU SEE D4/S510 FOR PVC SLEEVES IN COL. SEE 13 iD3 .... D41S-51 0FOR STRAND END 24- x 24C.I.P. PIER: SEE PLAN ANCHOR. REINFORCE W/(4)46 COVE SEALANT IN CORNERS & N#8 U.N.O. PVC SLEEVES IN COL. SOLID BLOCK EXTENSIONS TO BOTTOM 1 1/2" 1112, SEE D41S-510 FOR SLAB EDGE 9 TOP OF PIER SHELF ANGLE DETAIL TERMINATION C05 z ON EQUIV TOP & BOTTOM. AND (5) #3. CONT, HORIZ. CABLES N 112- DIA. STRAND, Q G SEE D41S-510 FOR SLABBEYOND SEE D41S510 FOR z PIT DRIP . . ...... PIT BEAM CIP COL. ... DRIP TISLAB SEE PLAN 13/c SLAB EDGE #8 RS' TYP #6 BARS 0 I 1/2"COVER TO TIES TYP. PIER DETAIL 8' CMU WALL, V2" CIA STRAND THROUGH 2' -2" 8-9_1P TOP OF PIER �� EXP. ANCHORS x 4 3/4" (2) PER COLUMN FACE. 21" WASH 'C IPVC SEE D4f5-510 EXTERIOR SLAB EDGE W/BEAM 1/2'DIA. STRAND, z WALL & COLUMI SEE D4/S510 FOR FOUNDATION TI 13 iD3 .... TIER. 24- x 24C.I.P. PIER: SEE PLAN REINFORCE W/(4)46 COVE SEALANT IN CORNERS & N#8 U.N.O. PVC SLEEVES IN COL. SOLID BLOCK EXTENSIONS TO BOTTOM 1 1/2" 1112, SEE D41S-510 FOR SLAB EDGE 9 TOP OF PIER SHELF ANGLE DETAIL TERMINATION C05 z ON EQUIV TOP & BOTTOM. AND (5) #3. CONT, HORIZ. CABLES N 112- DIA. STRAND, G SEE D41S-510 FOR SLABBEYOND SEE D41S510 FOR z STRAND END ANCHOR. HAIRS, ETAIL D .......... STAIR TREADS. BEYOND TYP. c_ C= ;OLUMN #6 BARS 16'x 12'C.I.P. PIER D BEAM WITH (2) REINFORCE WI(4#6 44@6 VERT. Wl STD. COVE SEALANT, HALFEN 5512 Wi (2) 314' TEE BOLTS Ln IN CORNERS & (4)#8 U.N.O. HOOK BOTH IDES VERT iZST U, EXTENSIONS To BOTTOM POST -TENSIONED CONCRETE SLAB TtSLAB IEAM, NO O OF BEAM W/ BAR ............... 3 1!2'x 1 IZ KEYWAY, A @ SIM. 0 TERMINATION z TYP, NOTES: ON EQUIV TOP & BOTTOM, 1 1/2'COVER TO POST -TENSIONED CONTRACTOR NOTE: TIES TYP. CONCRETE BEAM REINF. SEE CONSTRUCTION JOINT AFTER SEATING LOSSES. FULLY SEAT STAIR SECTION ANDKEYWAY LOCATION WEDGES SLAB BEYOND PIT SLAB MAY NOT BE REVISED DRIP UTA COLUMN. SEE NOTE 17/SiO2 FORREM. INFORMATION CiP COL. DRIP, TYP. PIT SLAB SHELIANGLE RATED F&RT @ MAX EACH FLOOR, SEE CSIS-520 PIT BEAM NOTES: 1. PROVIDE CJ AS INDICATED 0 20'-0- OC HORIZ, DRIP, TYP. 1 112- CIP PIER DETAIL COLUMN It CMU WALL DETAIL B1 B3 13/c SLAB EDGE #8 RS' TYP #6 BARS 0 I 1/2"COVER TO TIES TYP. DRIP, TYP. PIT SLAB PIT BEAM DRIP, TYP. Al CIP PIER DETAIL 3 EXTERIOR WALL DETAIL 1 iC A 8' CMU WALL, V2" CIA STRAND THROUGH 2' -2" SEES -001 FOF TOP OF PIER -WASH EXP. ANCHORS x 4 3/4" (2) PER COLUMN FACE. 21" WASH NOTE: THERE SHALL B IPVC SEE D4f5-510 CONNECTION B 1/2'DIA. STRAND, z WALL & COLUMI SEE D4/S510 FOR FOUNDATION TI DETAIL .... TIER. 24- x 24C.I.P. PIER: SEE PLAN REINFORCE W/(4)46 COVE SEALANT IN CORNERS & N#8 U.N.O. PVC SLEEVES IN COL. SOLID BLOCK EXTENSIONS TO BOTTOM 1 1/2" 1112, SEE D41S-510 FOR OF BEAM Wf BAR 8' CMU WALL SEE A3/S-520 SHELF ANGLE DETAIL TERMINATION C05 z ON EQUIV TOP & BOTTOM. AND (5) #3. CONT, HORIZ. CABLES N H' G SEE D41S-510 FOR SLABBEYOND z STRAND END ANCHOR. Nia----_------ .......... STAIR TREADS. BEYOND DRIP, TYP. PIT SLAB PIT BEAM DRIP, TYP. Al CIP PIER DETAIL 3 EXTERIOR WALL DETAIL 1 iC A LIX81111 SHELF ANGLE (GALV.) V2" CIA STRAND THROUGH 2' -2" ATTACH TO COL, W13/4' DIA. DOVETAIL LOTS.CONT -WASH EXP. ANCHORS x 4 3/4" (2) PER COLUMN FACE. 21" WASH TfCOL. AT TOP TIER IPVC SEE D4f5-510 STEEL). ). (2) PER COL. FACE, SEE SEE PLAN z EIISG5,23 CONNECTION BETWEEN I. n WALL &COLUMN FROM .... .... .... _----_--- - -__--_-_- -- --------------- FOUNDATION TO 3RD SEE PLAN 1/2'DIA. STRAND THRU COVE SEALANT PVC SLEEVES IN COL. SOLID BLOCK CIE COLUMN 1 1/2" 1112, SEE D41S-510 FOR 8' CMU WALL SEE A3/S-520 SHELF ANGLE DETAIL STRAND END ANCHOR. C05 z ARCH FACADE AND (5) #3. CONT, HORIZ. PVC SL EVES IN COL. N H' G SEE D41S-510 FOR z STRAND END ANCHOR. Nia----_------ .......... STAIR TREADS. BEYOND c_ C= ;OLUMN 1- 0. D BEAM WITH (2) C= 44@6 VERT. Wl STD. COVE SEALANT, HALFEN 5512 Wi (2) 314' TEE BOLTS Ln w. HOOK BOTH IDES VERT iZST POST -TENSIONED CONCRETE SLAB TtSLAB IEAM, NO SEE PLAN ............... 3 1!2'x 1 IZ KEYWAY, A @ SIM. PIT SLAB DRIP (2) PIT TENDON THRU COLUMN. SEE NOTE 171S102 FOR REM. INFORMATION CIP COL. 4'-0' WASH TOP OF COLUMN AT TOP TIER, SEE PLAN A LIX81111 SHELF ANGLE (GALV.) V2" CIA STRAND THROUGH GRABB IT CONNECTION DETAIL ATTACH TO COL, W13/4' DIA. DOVETAIL LOTS.CONT EXP. ANCHORS x 4 3/4" (2) PER COLUMN FACE. 21" WASH EMBEDMENT (STAINLESS IPVC SEE D4f5-510 STEEL). ). (2) PER COL. FACE, SEE NOTE: T HERE SHALL BE NO: CONSULTANTS EIISG5,23 CONNECTION BETWEEN TICOL. AT TOP TIER WALL &COLUMN FROM FOUNDATION TO 3RD SEE PLAN TIER, COVE SEALANT SOLID BLOCK CIE COLUMN 1 1/2" 1112, 8' CMU WALL SEE A3/S-520 SHELF ANGLE DETAIL 43 CLR. i CLR_ Q9 VERT. W/ 24'STD. C05 z 4'-0' WASH TOP OF COLUMN AT TOP TIER, SEE PLAN FAR Q W WA 9: 4 :4 101 Q 1104 1 WAR= Qel A M I F -Al I PIC PANEL 1,2"DIA G V. STRAND GUARDRAIL T 3k (SERVICE) MALE GRABB-IT ANCHOR, MFG. BY PRECISION SURE -LOCK PLAN STANDARD FERRULE LOOP INSERT, BY PRECASTER A U) V2" CIA STRAND THROUGH GRABB IT CONNECTION DETAIL 303 SLEEVES IN COLUMN, 4' 21" WASH IPVC SEE D4f5-510 CONSULTANTS TICOL. AT TOP TIER won= SEE PLAN T 442595 9116 COVE SEALANT 1 1/2" 1112, 43 CLR. i CLR_ Q9 VERT. W/ 24'STD. IP2' DIA. STRAND THRU z ARCH FACADE AND (5) #3. CONT, HORIZ. PVC SL EVES IN COL. N H' G SEE D41S-510 FOR z STRAND END ANCHOR. Nia----_------ .......... STAIR TREADS. BEYOND c_ C= ;OLUMN 1- 0. D BEAM WITH (2) C= 44@6 VERT. Wl STD. COVE SEALANT, HALFEN 5512 Wi (2) 314' TEE BOLTS Ln w. HOOK BOTH IDES VERT iZST POST -TENSIONED CONCRETE SLAB EACH END. HORI TREADS TYP.," IEAM, NO ............... 3 1!2'x 1 IZ KEYWAY, A @ SIM. z TYP, NOTES: TISLAB POST -TENSIONED CONTRACTOR NOTE: SEE PLA CONCRETE BEAM REINF. SEE CONSTRUCTION JOINT AFTER SEATING LOSSES. FULLY SEAT STAIR SECTION ANDKEYWAY LOCATION WEDGES PIT SLAB MAY NOT BE REVISED DRIP (2) PIT TENDON THRU COLUMN. SEE NOTE 17/SiO2 FORREM. INFORMATION CiP COL. FAR Q W WA 9: 4 :4 101 Q 1104 1 WAR= Qel A M I F -Al I PIC PANEL 1,2"DIA G V. STRAND GUARDRAIL T 3k (SERVICE) MALE GRABB-IT ANCHOR, MFG. BY PRECISION SURE -LOCK PLAN STANDARD FERRULE LOOP INSERT, BY PRECASTER 8 A5 INTERIOR SLAB / WASH DETAIL _' 7 STAIR It GUARDRAIL SECTION ARCHITECT OF RECORD U) V2" CIA STRAND THROUGH GRABB IT CONNECTION DETAIL 303 SLEEVES IN COLUMN, CONNECTION IPVC SEE D4f5-510 CONSULTANTS SEC HgFway CO Souk, ure.2n won= T 442595 9116 COVE SEALANT 1 1/2" 1112, 43 CLR. i CLR_ Q9 VERT. W/ 24'STD. ARIES SEE z AND (5) #3. CONT, HORIZ. 0 N H' W z LAB Nia----_------ .......... STAIR TREADS. BEYOND c_ C= ;OLUMN 1- 0. D BEAM WITH (2) C= 44@6 VERT. Wl STD. COVE SEALANT, -ONTINUOUS Ln w. HOOK BOTH IDES VERT iZST POST -TENSIONED CONCRETE SLAB EACH END. HORI TREADS TYP.," IEAM, NO ............... 3 1!2'x 1 IZ KEYWAY, A @ SIM. z TYP, NOTES: 1. POST -TENSION ALL GUARD RAIL POST -TENSIONED CONTRACTOR NOTE: STRANDS TO 3000 LB TENSION MAX CONCRETE BEAM REINF. SEE CONSTRUCTION JOINT AFTER SEATING LOSSES. FULLY SEAT STAIR SECTION ANDKEYWAY LOCATION WEDGES MAY NOT BE REVISED 8 A5 INTERIOR SLAB / WASH DETAIL _' 7 STAIR It GUARDRAIL SECTION ARCHITECT OF RECORD U) Neumann M- PC 221 E. CdKql, &'� Salto I— low' 52210 303 —M TI u _W119 T1113191810 CONSULTANTS SEC HgFway CO Souk, ure.2n won= T 442595 9116 z 0 N W z 0 c_ C= C= Ln w. W z PROJECT MIME HARRISON STREET PARKING RAMP PROJECT NO. 21-2 ISSUE PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME STRUCTURAL DETAILS SHEET NUMBER S-520 I NORTH STAIR SECTION DETAIL ARCHITECT OF RECORD C1 Naumann Manson PC 221 E., Cdlgg &,,m I S-303 Iowa G:J, lova 52240 T 313.33P, ]p_ CM1$ 5n Avenue'. S-201 Ds5 Moines, bux 50303 T 515.339.!844 #5 WITH MECHANICAL CONSULTANTS IM - Walkw Parkin8 Donsuliams PRIMARY "' .vml 6ig�ncer 166C Highway 100 Sours, Suee 424 Minneapolis, UN 551E T912515-6 rv)� LANDING tj iU CENTER OF EACH Z STAIR TREAD TOP AND EO E U) BOTTOM Q i t" OC z _ REINF. #4 Cdt 12" OC O TOP & BOTTOM Al SOUTH STAIR SECTION DETAIL GUARDRAIL, SEE ARCH—\ ARCHITECT OF RECORD 10"CIP WALL Naumann Manson PC 221 E., Cdlgg &,,m I S-303 Iowa G:J, lova 52240 T 313.33P, ]p_ CM1$ 5n Avenue'. S-201 Ds5 Moines, bux 50303 T 515.339.!844 #5 WITH MECHANICAL CONSULTANTS IM - Walkw Parkin8 Donsuliams "' .vml 6ig�ncer 166C Highway 100 Sours, Suee 424 Minneapolis, UN 551E T912515-6 COUPLERS LOCATED tj CENTER OF EACH Z STAIR TREAD TOP AND 0 U) BOTTOM Q i t" OC z O TOP OF STAIR TREAD BEYOND ff U 1 112" CLR. CIP CANTILEVER SLAB U j 2"CLR. (6) 44 CONTINUOUS TOP AND BOTTOM KEYWAY 2x8 x CONT. i!5 x CONT. Q STD. HOOK, TYP. DETAIL AT STAIR A3 PROJECT NAME HARRISON STREET PARKING RAMP NORTH KEY PIAN OWNER PROJECT NO. 21-3922.00 ISSUE ponnn w�M'nm. am, a.wcsau >»ux. ai�aio�. PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME STAIR SECTIONS AND DETAILS SHEET NUMBER S-521 ARCHITECT OF RECORD Naumann Manson PC 221 E., Cdlgg &,,m I S-303 Iowa G:J, lova 52240 T 313.33P, ]p_ CM1$ 5n Avenue'. S-201 Ds5 Moines, bux 50303 T 515.339.!844 CONSULTANTS IM - Walkw Parkin8 Donsuliams "' .vml 6ig�ncer 166C Highway 100 Sours, Suee 424 Minneapolis, UN 551E T912515-6 tj Z 0 U) z O l ) PROJECT NAME HARRISON STREET PARKING RAMP NORTH KEY PIAN OWNER PROJECT NO. 21-3922.00 ISSUE ponnn w�M'nm. am, a.wcsau >»ux. ai�aio�. PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME STAIR SECTIONS AND DETAILS SHEET NUMBER S-521 2 Callout 3 of Section 4 A Callout 2 of Section 4 lh i TH TIER E_--�—L 14tY - 8" ------ SEL 3Callout of Section 4 ARCHITECT OF RECORD Neumann Monson PC 221 Fest C Iele Sbee! { Su3a 1-01.,,1— 62M T 319 338 7878 393 ci86:h Avenue • Sui;a 209 De U roes,1— 59309 T 1111. 1801 CONSULTANTS IlapM<et ParkingCmsrAmeksNNW mN Enpn - 1660 4 gin 100 South, 4urie 424 M e�+as, YN 35Li6 T 9S2.595.9tt6 Z Q U Z 0 oj c_ } . 21 Z I r7l 4 w Z PROJECT NAME HARRISON STREET PARKING RAMP OWNER PROJECT NO, 21.392 ISSUE PRELIMINARY NOT FOR CONSTRUCTION SHEET NMIE FACADE DETAILS SHEET -.E. S-522 p Al SHEAR WALL ELEVATION FIRTIER ElST8" i I i i I ENLARGED SHEAR WALL PLAN A3„q" = -0" 0 32' 7 S5 #4 @ 18" DOWELS FROM -- S-523 SHEAR WALL BOTH SIDES, SEE B5IS-523 COLUMN SIZE AND VERT. -- BARS SEE COLUMN 4.0^ .. 4'-0" SCHEDULE, SHEET S-810 +-_--. .__.. - _____ ._.... ________.... WIRE MESH a=. ___.. .__. SEE A3IS-523 B___ _�_. _. .._ �. .. —. _._._. A5 SHEAR WALL SECTION #4@12"OC -._- WIRE MESH EW, EF SEE A31S-523 95 @ 10" OC DOWELS AT EACH END NOTE. BARRIER CABLES TERMINATE AT GRIDS 7 & 8 B Neumann MMSmt PC 221 E- Cdlege Sheer? S— 303 1—Cay, 1— 522u0 T 319.1. 7878 4186mA— S-209 Des VONes, I— 59389 T 515.339 ]809 CONSULTANTS WaNlar ParkMg Cw�suibertsKom S:ruCual Engineer ,66C Nighwap ICC Sovi1. Sure E2e eepclls, AIN 55416 T 95259S.9i1G 3'-O'WASH.' COVE SEALANT, L TYP K CIP COLUMN, TYP. TISLAB ry EL VARIES z EAM, TYP. - W Z COVE SEALANT, HEAR WALL PARKING RAMP ryp. LAB, TYP. PIT SLAB PROVIDE WWF SLAB TEMP. TENDONS ", REINFORCING PER DETAIL AWS -523 TISLAB ... .--... EL VARIES JPPORTED LEVELS /IDE W.W.F. V2.9.W2.9 AT ALL #4 DOWELS @ 18" OC S OF SHEAR WALLS TO AT PIT SLAB TOP, NSIOS INDICATED. TYP. SEE NOTE #2 PIT SLAB :E ON TOP OF AND TIE LAB TOP BARS, CHAIR EQUIRED BEYOND TOP- 12" THICK SHEAR WALL SEE NOTE #1 BELOW NOTES: 1. POUR SHEAR WALL 28 DAYS AFTER THE PIT SLAB IS STRESSED. 2. PLACE 44 DOWEL JUST BELOW PIT SLAB TYP. TOP BARS. FORM SAVERS MAY BE USED AT CONTRACTOR OPTION. SHEAR WALL SECTION B5 7 S5 #4 @ 18" DOWELS FROM -- S-523 SHEAR WALL BOTH SIDES, SEE B5IS-523 COLUMN SIZE AND VERT. -- BARS SEE COLUMN 4.0^ .. 4'-0" SCHEDULE, SHEET S-810 +-_--. .__.. - _____ ._.... ________.... WIRE MESH a=. ___.. .__. SEE A3IS-523 B___ _�_. _. .._ �. .. —. _._._. A5 SHEAR WALL SECTION #4@12"OC -._- WIRE MESH EW, EF SEE A31S-523 95 @ 10" OC DOWELS AT EACH END NOTE. BARRIER CABLES TERMINATE AT GRIDS 7 & 8 NORTH KEY PLAN OWNER PROJECT NO. 21-3922.0, ISSUE PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME SHEAR WALL DETAILS I SHEEP NUMBER S_23 ARCHITECT OF RECORD Neumann MMSmt PC 221 E- Cdlege Sheer? S— 303 1—Cay, 1— 522u0 T 319.1. 7878 4186mA— S-209 Des VONes, I— 59389 T 515.339 ]809 CONSULTANTS WaNlar ParkMg Cw�suibertsKom S:ruCual Engineer ,66C Nighwap ICC Sovi1. Sure E2e eepclls, AIN 55416 T 95259S.9i1G L 7 % z z W Z PROJECT NAME HARRISON STREET PARKING RAMP NORTH KEY PLAN OWNER PROJECT NO. 21-3922.0, ISSUE PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME SHEAR WALL DETAILS I SHEEP NUMBER S_23 T S-110 FOR ION INFORMATION SECOND TIER SNOW DUMP PLAN 0 8 ***** 1 37 THIRD TIER SNOW DUMP PLAN 0 81 16' 32' 7TH TIER SNOW DUMP PLAN 0 81 16, 32' V16- V -O' . . . . . . . . . . . . . . . . . . . T TH TIER . . . . . . . . . $7 r L 740' F SNOW DUMP 2 - TO OF DUMP DETAIL 62' 3'-0" WASH PT SLAB EXPANSION JOINT DETAIL n12 T BONDBEAM 7TH ELff735, L _8' n12 � TH 7T 7 - - - - - - EL 735'-8" EL 736- 8" Li V'T ENI -V A,5TH 'PEL 715'- 0" 62 S 530 �&T'p. tITH '-FEL 704'-8" EACH LEVEL, TYP. 3RD EL 693'-4" _ 2ND 9T4- 2ND EL 682'-W ___§TEL H 121-1 --$ 5TH iL 715'-0' d,4TH IPEL 704* -8" ii $�I�LRD 693'- 4" li 2NO EL 682' -O' ARCHITECT OF RECORD Naumann mm", FD 221 C.", Cdleqe Stree; % S—W3 — Cary, I—. 52206 T 319 338.1818 —,e20 Des Vb— 1— 50309 T I— w DO -- 1660 Hlgzy 100 Sou Sft 12, V, —PR, VN 55416 men= 0 C= z z LAJ Z PROJECT �E HARRISON STREET PARKING RAMP OWNER PROJECT NO, 21-3922 ISSUE PRELIMINARY NOT FOR CONSTRUCTION SHEE NAME SNOW DUMP ROOF SNOW DUMP PLAN A2" SNOW DUMP BEAM DETAILA3 A5 SECTION AND . SNOW DUMP SECTION SNOW DUMP SECTION DETAILS SHEET NUMBER S-530 m n13 7TH L 735- 8' —SEL $ L 725'- 4' &,5TH IFEL 715'-0" - - - Vff"" 'oT - -.- 2ND EL 682 - 0" SOUTH STAIR EW NORTH STAIR EW .t,7TH TIER – — – — – — – — – '-FEL 740'- 8' ___,%' 6TH I�IER $5�111 TIER L 721) - U" TH TIE L – — – — – — – — – — $4_ 4E- 4,3RD TIER EL 69E-4' 2ND TIER - - - - - - - - - - - - - $ EL 588 - U, FIRST T L "�!E - - - - - - - - - - - - - --- V _ ARCHITECT OF RECORD N—. -M —PC —E ONIel ST,.: . 3C1 10 ON, Ima 52240 T3193.,8,8 41851 A-. Suite 209 — Des —, I 50309 T 516.339.1800 w CONSULTANTS mmm *00 itiphway 100Se1124 MN X 9116 7 962.S969115 Q Z 0 U) z 440 ��0 C= gdC E, X S"A Itis m� ul z PROJECT —E HARRISON STREET PARKING RAMP NORTH KEY PLAN OWNER PROJECT NO.21.O22W ISSUE PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME STAIR TOWER SECTION CUTS SHEET NUMBER S-531 TABLE 1 - TENSION DEVELOPMENT AND LAP SPLICE LENGTHS FOR UNCOATED BARS IN BEAMS AND COLUMNS" TENSION DEVELOPMENT LENGTHS FOR PLAIN WELDED WIRE FABRIC AND ASTM A970 TERMINATORS FOR UNCOATED BARS LENGTHS (in) PER CONCRETE STRENGTH (psi) DEVELOPMENT LENGTHS Iin) PER CROSS LAP SPLICE LENGTH (in) PER CROSS rn 4000 psi 5000 psi 6000 psi 7000 psi 8000 psi Q U) TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS W N OTHER TOP OTHER TOP m 4TOP TOP OTHER OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER #3 A 1212 12 12 13 12 12 12 13 12 12 12 12 12 12 (n a U W cn W U) W n W cn W in W cn W Cn W cn W (n W cn W U) W U) W cn W cn W W cn cn W U) W W cn r» W on W cn W cn W (n W U) W cn W cn W w W In W cn W 0 13 a B 22 17 29 25 18 i6 23 20 18 16 21 16 1 18 16 21 16 95A 16 25 19 32 28 20 16 26 23 17 13 22 19 17 13 20 16 (#16) m J U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U 43 A 12 19 28 12 15 22 12 17 25 12 13 33 19 12 15 23 112 12 18 1 12 14 21 12 12 16 12 13 20 12 54 15 (#10) B 16 24 36 16 19 28 16 22 33 1 16 17 25 16 20 30 16 16 23 i6 18 28 16 16 21 18 17 26 i6 (#25) 20 44 A 15 25 37 12 3 19 29 14 22 33�12 - 17 26 I12 40 20 31 12 16 24 12 19 28 12 15 22 12 18 26 12 J,4 20 (#13) B 20 32 48 16 25 37 18 29 43 1 82 63 63 22 33 1 -32 16 26 40 j ifi 20 31 16 25 37 i6 ( 19 28 16 23 34 16 - 26 #5 A19 - 31 47 15 P4 36 77 28 42 - 22 61 75 25 38 12 20 29 14 24 35 72 18 27 13 22 33 12 61 25 {#ifi) 8 24 40 60 19 31 ' 47 22 W 54 17 28 42 20 33 49 i6 25 38 18 31 48 16 24 35 17 29 43 16 22 33 #6 A 23 37 56 17 29 43 20 33 50 16 26 ( 38 18 31 46 14 24 35 1 17 28 42 13 22 33 16 26 40 12 20 30 (#19} 8 29 48 72 23 37 56 26 43 65 20 33 !# 50 3 24 40 59 18 31 46 22 37 55 17 28 42 21 34 51 ,6 26 40 #7 A 33 54 81 25 42 63 29 49 73 23 37 56 27 44 66 21 34 51 25 41 62 19 32 47 23 38 58 18 30 44 (#22) 8 43 70 106 33 54 , 81 38 63 94 29 49 73 35 58 86 27 44 66{ 32 53 80 25 41 62 30 50 75 23 38 58 #8 A 37 62 93 29 48 71 33 55 83 26 43 64 30 51 76 24 39 58 28 47 70 22 36 54 27 44 66 20 34 51 (425} B 49 80 121 37 62 93 43 72 108 33 55 83 40 66 98 31 51 76 37 61 91 28 47 70 34 57 85 27 44 66 #9 A 42 70 105 33 54 !} 81 38 63 94 29 48 72 34 57 86 27 44 66 32 53 79 25 41 61 30 49 74 23 38 57 (#29) 8 55 91 136 42 70 j 105 49 81 122 38 63 94 45 74 iii 34 57 86 41 69 103 32 53 79 39 64 96 30 49 74 410 A 47 79 118 37 61 91 42 70 105 33 54 81 1 39 6496 30 49 74 36 59 89 28 46 69 34 56 83 26 43 64 (#32) B 62 102 153 47 79 118 55 91 137 42 70 105 50 83 125 39 64 96 47 77 716 36 59 89 44 72 108 34 56 83 #11 A 53 87 131 41 67 101 47 78 117 36 60 90 43 71 107 33 55 82 7 40 66 99 31 51 76 37 62 W 29 48 71 (436) B 68 113 170 53 87 131 61 101 152 47 78H1756 93 139 43 71 107 52 86 128 40 66 99 48 80 120 37 62 43 #14 `' NIA 63 105 157 49 81W 121 56 94 140 43 7251 86 128 40 66 99 48 79 119 37 61 91 45 74 111 34 57 85 (#43} #18 5 NIA 84 139 209 65 107 161 75 125 187 58 96 144 68 114 171 53 88 137 63 1 106 758 49 81 122 59 99 148 46 76 714 (#57) BASE ON ACI 318-05, SECTION 12.2 & 12.15 TABLE 3 - TENSION DEVELOPMENT AND LAP SPLICE LENGTHS FOR BARS IN WALLS AND SLABS TENSION DEVELOPMENT LENGTHS FOR PLAIN WELDED WIRE FABRIC AND ASTM A970 TERMINATORS FOR UNCOATED BARS fc = 5000 psi DEVELOPMENT LENGTHS Iin) PER CROSS LAP SPLICE LENGTH (in) PER CROSS rn CONCRETE COVER = 0.75" CONCRETE COVER = 1.00" CONCRETE COVER =1.50" CONCRETE COVER = 2.00" N Q UNCOATED EPDXY-COATED 10 UNCOATED EPDXY-COATED ,0 UNCOATED EPDXYCOATED 10 UNCOATED EPDXY-COATED 10 y U a S TOP OTHER TOP OTHER TOP m 4TOP TOP OTHER OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER #3 A 1212 12 12 13 12 12 12 13 12 12 12 12 12 12 12 12 12 (#70) 8 16 16 17 16 16 16 17 16 16 16 16 16 16 16 16 18 #4A 17 _ 17 �13 22 m 20 14 12 18 16 14 12 16 13 14 12 16 13 (413) B 22 17 29 25 18 i6 23 20 18 16 21 16 1 18 16 21 16 95A 16 25 19 32 28 20 16 26 23 17 13 22 19 17 13 20 16 (#16) B 32 25 42 37 i 26 20 34 30 22 17 29 25 22 17 26 20 46 A 33 26 44 39 27 21 36 32 20 ifi 26 23 20 16 26 23 (419) B 43 33 57 50 3 36 27 46 41 26 20 34 30 26 20 34 30 #7 A _ 54 41 - - 44 34 - - j 33 26 - - 29 23 - - (#22) B 70 54 - - 58 _ _ 44 - - l(7_ 43 33 - 49 38 29 36 28 _-- #8 A 67 51 - -__— ; 56 43 - - ! 42 32 - - 33 26 - - (#25)72 - - 50 38 (#25) Ss - - 54 42 56 - 43 33 - - 49 A 81 62 - - 68 52 - - 51 40 - - 41 32 - - {#29) B 105 81 - - 88 68 -^ -m 67 --' 51 - _ 54 41 - - #10 A 97 75 - - 1 82 63 63 48 - - 51 39 - - (#32) B 126 97 - -43 7 106 p 82 - - 82 63 - - 66 51 - - #71 A 113 87 - - 97 ; 75 - - 75 58 - - 61 47 - - (936) B 147 113 - - i 126 i 97 - - 97 75 - - 79 61 - - BASE ON ACI 318-05, SECTION 12.2 & 12.15 TABLE 5 - TENSION DEVELOPMENT AND LAP SPLICE LENGTHS FOR BARS IN WALLS AND SLABS TENSION DEVELOPMENT LENGTHS FOR PLAIN WELDED WIRE FABRIC AND ASTM A970 TERMINATORS FOR UNCOATED BARS is = 6000 psi DEVELOPMENT LENGTHS Iin) PER CROSS LAP SPLICE LENGTH (in) PER CROSS rn CONCRETE COVER = 0.75" CONCRETE COVER = 1.00" CONCRETE COVER = 1.50" CONCRETE COVER = 2.00" 00"N CONCRETE COVER = 2.00- vUNCOATED d EPDXY-COATEDtO UNCOATED EPDXY-COATEDIO UNCOATED EPDXYCOATEDI UNCOATED EPDXYCOATEDI < m a S TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER 6 A 12 12 12 12 12 12 12 i 12 12 12 12 12 12 12 12 12 TOP B 16 16 16 18 i6 16 15 16 t 16 i6 16 18 16 16 i6 16 r#4 A 14 12 19 17 12 12 i5 13 12 12 14 12 12 12 14 12 16 B 19 16 24 21 16 16 19 17 16 16 18 16 I 16 i6 18 16 45 A 21 16 27 24 17 13 22 1 20 14 12 19 17 j 14 12 17 13 (#16y B 27 21 35 31 22 17 1 29 j 25 19 16 24 21 i 19 16 22 17 46 A 38 22 37 3323 17 18 30 i 27 17 13 22 20 17 13 j 22 20 (#19) B 37 28 48 41 30 23 39 35 22 17 29 26 22 77 29 26 #7 A 45 35 - - 38 29 - t - 28 22 - - 25 19 - - (#22) B 59 45 - 49 38 1- - 36 28 - 32 25 - - #8 A 56 43 - -47 34 36 - ( - 35 26 46 - - 50 38 (#25) B 73 56 - - 61 - t[ - 46 35 - - i 37 28 - - #9 A 68 52 - - 57 42 - - 44 34 - - 35 27 -(#29) 57 - B 88 68 - 47 74 r44 - - 56 44 -#10 - - {#25) B 96 A 82 63 - - 69 60 j - - 53 41 - -43 33(#32) 57 - 49 B 106 82 - - 90 58 7 - [ - 69 53 - - i 5fi 43 - 36 #it A 9674 B - - 82 63 ` 76 - 52 40 - - (#36} B 125 96 - - 106 82 - - 82 63 -_ _.........! 67 52_-._.. 70 54 BASE ON ACI 318-05, SECTION 12.2 & 12.15 TABLE 2 - TENSION DEVELOPMENT AND LAP SPLICE LENGTHS FOR BARS IN WALLS AND SLABS TENSION DEVELOPMENT LENGTHS FOR PLAIN WELDED WIRE FABRIC AND ASTM A970 TERMINATORS FOR UNCOATED BARS is = 4000 psi DEVELOPMENT LENGTHS Iin) PER CROSS LAP SPLICE LENGTH (in) PER CROSS y CONCRETE COVER = 0.75" CONCRETE COVER = 1.00" CONCRETE COVER = 1.50" 00"N CONCRETE COVER = 2.00- L4 d UNCOATED EPDXY COATEDtO UNCOATED EPDXY-COATED IO UNCOATED EPDXY-COATEDIO UNCOATED EPDXY-COATEDi 4 6 6 6 6 6 8 10 14 TO 6 6 6 6 6 6 8 m C TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER #3 A 12 12 15 13 12 12 15 13 12 12 14 12 12 12 11 1412 12 (410) 6 16 16 19 17 16 16 19 17 16 16 18 16 16 16 18 16 #4 A 19 15 24 22 ,5 12 20 17 15 12 18 14 15 12 18 14 (#13) B 24 19 32 28 20 16 25 22 _ 20 16 23 18 20 76 23 18 45 A 28 21 36 32 22 17 29 26 19 15 24 22 19 15 3 22 17 (#i6) B 36 28 47 41 29 2238 33 24 19 32 28 24 19 j 29 22 #6 A 37 29 49 43 31 24 40 35 22 17 29 26 22 17 - (#19) B 48 37 63 56 AO 31 52 46 29 22 38 34 29 22 i 38 34 47 A 60 46 - - 50 38 - - 37 28 - - 33 25 - - (#22j 8 78 60 I 49 38 - 64 50 48 37 A 74 42 33 - - 48 A.... 74 57 - - 62 48 - - 47 W - - 37 29 - - {#25) B 96 74 - - 80 6260 88 60 47 - - 48 37 57 - 49 A 90 69 - - 76 58 - - 57 44 - - 46 36 - i 60 47 (929) B 117 90 - - 96 76 - 74 57 - - 60 46 - - 410 A108 83 - - 92 70 - - 70 54 - - 57 44 - - (432) B 140 108 - - 119 92 - 91 70 - 74- #11 A 127 98 - - 108 83 .^ - - 84 64 - - 68 (Jt36) B 165 127 141 108 - - 109 1 84 - - 89 1 68 1- - SASE ON ACI 318-05, SECTION 12.2 & 12.15 TABLE 9 - TENSION DEVELOPMENT LENGTHS FOR PLAIN WELDED WIRE FABRIC AND ASTM A970 TERMINATORS FOR UNCOATED BARS fC = 6000 psi DEVELOPMENT LENGTHS Iin) PER CROSS LAP SPLICE LENGTH (in) PER CROSS WIRE SPACING tin) WIRE SPACING (in) CONCRETE COVER = 1.50" CONCRETE COVER = 2.00" N WIRE WIRE SPACI d 6 8 12 4 6 8 72 WOS 4 6 6 6 6 6 8 10 14 TO 6 6 6 6 6 6 8 10 74 W6 12 6 s 6 6 6 8 10 14 BASE UN iw, n—,—I'-1<— NOTES: ,. REINFORCING BARS CONFORMING TO ASTM A615 OR A706 AND NORMAL WEIGHT CONCRETE. 2. TABULATED VALUES FOR BEAMS AND COLUMNS ARE BASED ON TRANSVERSE REINFORCEMENT MEETING MINIMUM CODE REQUIREMENTS. 3. CASES 1, 2, AND 3 ARE DEFINED AS FOLLOWS: A. CASE 1: COVER AT LEAST 2.Od/b AND C -C SPACING AT LEAST 5.0dtb B. CASE 2: COVER AT LEAST tDdlb AND C -C SPACING AT LEAST 3.0drb C, CASE 3: COVER LESS THAN 1.Od(b AND/OR C -C SPACING LESS THAN 3.0d1b BUT 2.0d/b MIN 4. LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION DEVELOPMENT LENGTHS„ CLASS A = 1.0 Ifd AND CLASS B = 1.31id 5. L.AP SPLICES OF 414 AND 08 BARS ARE NOT ALLOWED. TABULATED VALUES ARE TENSION DEVELOPMENT LENGTHS. 6. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW, 7. FOR LIGHTWEIGHT AGGREGATE CONCRETE MULTIPLY TABULATED VALUES BY 1.3. 8, WHEN LAPPING A SMALLER BAR WITH A LARGER DIAMETER BAR USE THE LAP LENGTH FOR THE SMALLER DIAMETER BAR OR TENSION DEVELOPMENT LENGTH OF LARGER BAR, WHICHEVER IS GREATER. 9. () INDICATES METRIC BAR SIZE (mm). 10 EPDXY COATING OF BARS LARGER THAN #61S NOT ALLOWED WITHOUT APPROVAL OF ENGINEER. It, TABULATED VALUES APPLY ONLY TO INDIVIDUAL BARS IN COLUMNS AND NOT TO BUNDLED BARS. BUNDLED BARS ARE GROUPS OF PARALLEL REINFORCING BARS, NO MORE THAN FOUR, BUNDLED IN CONTACT TO ACT AS A UNIT. LAP SPLICES ARE NOT ALLOWED FOR BUNDLED BARS AND MECHANICAL SPLICES MUST BE ('SED. SEE COLUMN SCHEDULE SHEET FOR ADDITIONAL REQUIREMENTS. 12. NOT USED. TABLE 4 - TENSION DEVELOPMENT AND LAP SPLICE LENGTHS FOR BARS IN WALLS AND SLABS TENSION DEVELOPMENT LENGTHS OF STANDARD HOOKS AND ASTM A970 TERMINATORS FOR UNCOATED BARS fC = 6000 psi LENGTHS (in) PER CONCRETE STRENGTH (psi) m CONCRETE COVER = 0.75" CONCRETE COVER = 1.00" CONCRETE COVER = 1.50" CONCRETE COVER = 2.00" N C UNCOATED EPDXY-COATED 10 UNCOATED EPDXY-COATED 10 UNCOATED EPDXY-COATED 10 UNCOATED EPDXY-COATED 10 7 7 d 6 6 (#10) 1 8 m a TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER #3 A 12 12 12 12 12 12 12 12 12 12 12 12 i 12 12 12 12 (#10) 8 16 16 16 16 16 16 16 16 16 16 i6 16 ,6 16 16 16 #4 A 16 12 20 18 12 12 16 14 12 12 15 12 i 12 12 15 12 (413) B 20 16 26 23 16 16 21 18 16 16 19 16 16 i6 19 16 #5 A 23 17 29 26 18 14 24 21 16 12 20 18 € 16 12 18 14 (#16) B 29 23 36 34 24 18 31 27 20 16 26 23 20 16 24 28' #6 A 31 24 40 35 25 19 33 29 18 14 24 21 ( 18 14 24 21 B 40 31 52 46 33 25 42 37 24 18 31 28 ( 24 18 31 28 A 49 38 - - 41 31 - - 30 23 - - 27 21 - - B 64 49 - - 53 41 - - 39 30 - - 35 27 [#7 A 61 47 - - fii 39 38 29 - - i 31 24BT9 61 - - 66 51 - - I 49 38 - - 40 31 A 74 57 - - 62 48 - - 47 36 - - 38 29 B 95 74 - - 80 62 - - 61 47 - - ! 49 38 - - #10 A 88 611 - - 75 58 - - 57 44 - - j 47 36 - - (432) 8 115 88 - - 97 75 i - - { E 75 57 - - i 60 47 - - #i, A 104 80 - - 88 68 - - 68 53 - - 56 43 - - (#36) 8135 104 - - 115 88 - - 89 68 - - 73 56 - - TABLE 6 - TENSION DEVELOPMENT LENGTHS OF STANDARD HOOKS AND ASTM A970 TERMINATORS FOR UNCOATED BARS N LENGTHS (in) PER CONCRETE STRENGTH (psi) U) 4000 psi crcr 7000 psi ED 4000 psi 5000 psi 6000 psi 7000 psi 8040 psi #3 7 7 6 6 6 (#10) 1 8 12 (#10) #4 10 9 8 10 i 10 9 (#13) (#13) 10 9 9 #5 12 it 10 9 9 (#ts> 15 13 12 ii 10 15 ( 13 12 11 10 (#19) #6 17i6 14 13 #7 17 j 15 14 13 12 (#22) 1 14 14 14 #8 1s tt 16 is i 14 #9 22 19 18 (#29) iS 16 i6 27 #10 24 22 20 19 17 (#32) f#717 19 18 #11 27 24 22 21 19 (#36) 21 21 21 21 #14 29 27 25 23 (943)32 #10 24 #i8 43 39 35 33 3, (#57} BASE ON ACI 318-05, SECTION 12.5 TABLE 7 - TENSION DEVELOPMENT LENGTHS OF STANDARD HOOKS AND ASTM A970 TERMINATORS FOR EPDXY-COATED BARS t0 N LENGTHS (In) PER CONCRETE STRENGTH (psi) m 4000 psi 5000 psi 6000 psi 7000 psi 8000 P- #3 5000 psi 6000 psi 7400 psi 8040 psi LAP SPLICE 9 8 7 7 6 (#10) 8 12 (#10) 12 10 i 10 9 8 (#13) 10 9 9 9 #5 15 (#13) 15 13 12 ii 10 (#ts> 12 12 12 12 #6 17i6 14 13 12 (#19) +12 BASE ON ACI 318-05, SECTION 12.5 BASE ON ACI 318-05, SECTION 12.2 & 12.15 TABLE 8 - COMPRESSION DEVELOPMENT AND LAP SPLICE LENGTHS FOR UNCOATED AND EPDXY-COATED BARS N LENGTHS (in) PER CONCRETE STRENGTH (psi) /n T 952 595.9116 aN 4000 psi 5000 psi 6000 psi 7400 psi 8040 psi LAP SPLICE #3 8 8 8 8 8 12 (#10) #4 10 9 9 9 9 15 (#13) 12 12 12 12 15 +12 14 14 14 14 23 16 iS 16 i6 27 f#717 19 18 18 18 18 30 22 21 21 21 21 34 #10 24 23 23 23 23 38 (#32) #11 27 26 26 26 26 43 #14 5 32 31 31 31 31 N/A (#43) #18 43 41 41 41 41 WA#57/ BASE ON ACI 318-05, SECTION 12.3 &12.16 ARCHITECT OF RECORD Neuro _ Mms PC 221 Ee -X SW.e W3 —Cry,I— 52240 T319,3381818 4186ll1 Avenue; Sul?e 209 Des Voines. Irnve 50309 T111,3391800 CONBUITANTS ui Walker Parking Consultams S:nu- of Enginoe� 1660 H gM1ay 100 South, 9u0e 121 NumeePeFs, VN S541G OEM T 952 595.9116 Z O U) z z PROJECT NAME HARRISON STREET PARKING RAMP OWNER PROJECT NO. 21-302200 PRELIMINARY 1 NOT FOR CONSTRUCTION SHEET NAME LAP BAR SCHEDULE SHEET NUMBER S-601 CIP COLUMN SCHEDULE MARK Cl C2 C3 C5 C6 C7 C8 C9 C10 �C4.�- SIZE 24" x 24" 28" x 28' 24' x 24" 28" x 28" 24" x 24" 24" x 24" 24" x 24" 28" x 28" 28" x 28" 28" X 28" 00-1-11 14 NIP [Ell 1 0 ELI C11 cl � 0:1 C c c C ROOF TOP OF TERMINATOR FOR USE IN _.._... FUTURE EXPANSION. ,.. CN7 - (2) COLUMN TIES @ 3" Oc TOP PROVIDE BAR OFFSET REMAINDER @ 8" Oc BEND @ TOP WHERE ''"5 MORETHAN 4 VERTICALS, --. PIT STRAND -- SEE 86IS603 INTERIOR BEAM/COLUMN PLATES. SEE EXTERIOR T 11 aa9.ia9r, BEAM/COLUMN DETAIL D5 CN9 CONSUETANTs SEVENTH TIER 93"Oc TOP OF .. walx Peen a c i s k i T CLR. } •._.TYP .. .. .,. ...... .. _._... .. ...... V vel 4'355 tE - ADD (2) COLUMN TIES �,- -- CONTINUOUS STRAND THRU T ss2 1919119 iJ COLUMN WHEN BEAM -- CONSTRUCTION JOINT - CN9 i � t MINIMUM (3) STRANDS. t i — ADD (2) COLUMN TIES @ 3" OC TOP SIXTH TIER ... ..-_ o a Q _ (2)48x10-0' f. ,.. F a FIFTH TIER �- ANCHORS &(1)6"x1172"x z 7 , COLUMN TIES @5" OC TYP.. UNLESS NOTED t CONSTRUCTION JOINT ONLY IF FOURTH TIER THIRD TIER z UPPER BEAM IS POURED FIRST X F I / THROUGH BEAMtCOLUMN JOINT. SEE I 1 i v ar ax w N SECOND TIER GROUND TIER (CN1O) .. COLUMN SCHEDULE FOR TYP. TIES ABOVE .. t .... j .... TOP OF FOOTING I PROJECT NMAE HARRISON STREET (SEE CNS) CN10 COLUMN NOTES: CN1. SEE SHEETS S-001 AND S-002 FOR GENERAL NOTES. CN2. SEE SHEt"i S-100 FOR COLUMN NOTES CN3. ALL COLUMN TIES ARE 44 TIES, EXCEPT AS NOTED BELOW IN NOTE CNIO. LOCATE TIES AS FOLLOWS: a) AT 10" OC TYPICAL UNO. b) PROVIDE (3) TIES @ 4" OC AT TOP AND BOTTOM OF COLUMN. C) SEE DETAILS, THIS SHEET, FOR ADDITIONAL TIES. CN4. FOR ADDITIONAL EMBEDDED ITEMS, i.e. CONDUIT, LIGHTING CONNECTION, DRAIN LINES, ETC. COORDINATE WITH OTHER TRADES. SEE BIIS-610 FOR ALLOWABLE CONDUIT IN COLUMNS. CN5. FOR COLUMN DOWELS AT FOUNDATION SEE AWS -610 CN6. COLUMNS MAY OR MAY NOT EXTEND ABOVE FLOOR ELEVATION, SEE STRUCTURAL DETAILS. COORDINATE WITH ELECTRICAL DRAWINGS FOR LOCATIONS OF LIGHT POLES AND FOR ANCHOR BOLT REQUIREMENTS. CN7. MORE THAN ONE BAR SHOWN SIDE BY SIDE SHALL BE CONSIDERED BUNDLED BARS. BUNDLED BARS ARE GROUPS OF PARALLEL REINFORCING BARS, NO MORE THAN FOUR, BUNDLED IN CONTACT TO ACT AS A UNIT. LAP SPLICES ARE NOT ALLOWED FOR BUNDLED BARS AND MECHANICAL SPLICES MUST BE USED. SEE DETAIL A21S-610. CN8. LAP SPLICES SHALL NOT BE USED FOR COLUMNS SUPPORTING OFFSET FLOORS DUE TO RAMPS. MECHANICAL SPLICES MUST BE USED. SEE DETAIL A2IS-610. CN9. AT TOP OF COLUMN PROVIDE BAR TERMINATOR CAPS (ASTM A970) OR EQUIVALENT. CN70. GROUND TIER APPLIES WHERE NOTED ON PLAN. COLUMN MINIMUM SINGLE CONDUIT MULTIPLE CONDUIT DIMENSION MAX. DIA. MAX. DIA. LESS THAN 16" NONE NONE 17"T 24 (1)1112"DIA. (2), 112 DIA, 25"TO 36" (1)2112"DIA. (3)1 VTDIA. NOTE: CONDUIT IN SLAB AND BEAM SEE 5115512 CB'�_EMBEDDEDCONDU�IT IN COLUMN (2) 48 x 10'-0" CENTERED @ INTERMEDIATE CONSTRUCTION JT. PROVIDE (1)11 1p" XIT LG. SHEAR KEY @ INTERMEDIATE CONST. "- LENTON TERMINATOR A2D6 OR EQUAL. -- PIT BEAM PROVIDE PLASTIC PLUGS IN UNUSED JT. TOP OF TERMINATOR FOR USE IN ADD (3) COLUMN TIES @ 3- Oc @ FUTURE EXPANSION. - (2) COLUMN TIES @ 3" Oc TOP PROVIDE BAR OFFSET REMAINDER @ 8" Oc BEND @ TOP WHERE ''"5 MORETHAN 4 VERTICALS, --. PIT STRAND -- SEE 86IS603 INTERIOR BEAM/COLUMN PLATES. SEE EXTERIOR T 11 aa9.ia9r, (2) 48 x 10'-0" CENTERED @ INTERMEDIATE CONSTRUCTION JT. PROVIDE (1)11 1p" XIT LG. SHEAR KEY @ INTERMEDIATE CONST. ARCHITECT OF RECORD -- PIT BEAM ' --- CONSTRUCTION JOINT JT. ADD (3) COLUMN TIES @ 3- Oc @ In G p,1— 522<1, BOTTOM OF BEAM T31933a raja - - OP COLUMN B2 COLUMN DETAIL i ADDITIONAL STAGGERS MECHANICAL SPLICE. AS REQUIRED @ 3 OR 4 BAR SEE SPECS. (SPLICE 50 % BUNDLES BARS EACH LOCATION) PIT SLAB (BEAMS NOT SHOWN FOR CLARITY) 4 0 1 A, I LAP SPLICE DETAIL 11 COLUMN TIES @ 6'0c ---- MAXIMUM BETWEEN BEAMS WHEN COLUMN HEIGHTS IS 3 -O" OR LESS. (SEE DESIGNER NOTE 1) COLUMN TIES @ 5'0c ----- TYPICAL UNLESS NOTED THROUGH BEAWCOLUMN JOINT. SEECOLUMN SCHEDULE UNLESS NOTED FORTYPICAL TIES ABOVE AND BELOW BEAM COLUMN JOINT CONSTRUCTION JOINT CAST -IN-PLACE COLUMN 10" 45 :)CENTER BETWEEN ANCHOR PLATES SEE EXTERIOR BEAM/COLUMN DETAIL iI WHEN VARIABLE DIMENSION ---- IS LESS THAN BEAM DEPTH PROVIDE COLUMN TIES @ 3- 0 BETWEEN PR TENDONS "t- OF EACH BEAM. __`_ -�--- (TRAFFIC TOPPING ON COLUMN FACE - SEE SPECIFICATION 07100. RETURN W AROUND SIDES OF COLUMN) ADD (2)COLVMN TIES@ 3'0c TOP AND (3) COLUMN TIES @ 3" Oc BOTTOM OF ANCHOR PLATES TYPICAL ADD(3)COLUMN TIES @ 3" Oc AT BOTTOM OF BEAM, TYPICAL PIT BEAM ANCHORS & (1) 6'. 1 112- x ITLONG SHEAR KEY & CONSTRUCTION JOINT ONLY IF LOWER BEAM IS POURED FIRST - EXTEND UPPER BEAM BOTTOM --' REINFORCEMENT AND LOWER BEAM TOP REINFORCEMENT 5'-0' INTO ADJACENT BEAM W COLUMN TIES @ 5" TYP. THRU -- BEAM/COLUMN JOINT. SEE COLUMN SCHEDULE FOR TYP. TIES ABOVE & BELOW BEAM(COLUMN JOINT PROVIDE (1) 6', 1 172" x 12" LONG SHEAR KEY AT INTERMEDIATE CONSTRUCTION JOINT CONSTRUCTION JOINT ADD (2) COLUMN TIES @ T Oc TOP AND BOTTOM OF PIT STRAND COLUMN TIES @ 8" Oc TYP. UNLESS NOTED THROUGH BEAWCOLUMN JOINT. SEE COLUMN SCHEDULE FOR TYP. TIES ABOVE AND BELOW BEAM7COLUMN JOINT PIT STRAND (2)48 x 10'-0" CENTERED - --- PIT BEAM AT INTERMEDIATE CONSTRUCTION JOINT --- ADD (3) COLUMN TIES @ 3" Oc AT BOTTOM OF BEAM IF INTERMEDIATE PR ANCHORS ARE USED SEE EXTERIOR -- CAST -IN-PLACE CONCRETE BEAMtCOLUMN DETAIL FOR ADDITIONAL REINFORCING B4 INTERIOR BEAM/COLUMN DETAIL W = COLUMN WIDTH sCOLUMN DOWELS ADD (3) COLUMN TIES @ 3" OC BOTTOM OF ANCHORS AND @ BOTTOM OF BEAM ARCHITECT OF RECORD ' --- CONSTRUCTION JOINT Neumann Menson PC 221E t Gdkgc Sreet Sure 303 In G p,1— 522<1, — CONSTRUCTION JOINT T31933a raja 10" ''"5 E ---- ---45 J CENTERED BETWEEN ANCHOR 41Pfi�A :e 2G9 D V-oe. I—503o9 INTERIOR BEAM/COLUMN PLATES. SEE EXTERIOR T 11 aa9.ia9r, BEAM/COLUMN DETAIL D5 �: ---- ADD (2)COLUMN TIES CONSUETANTs 93"Oc TOP OF ANCHOR PLATES walx Peen a c i s T CLR. } •._.TYP s m Eno 169044 Y 10,C xwYa S11to 424 l �.' V vel 4'355 tE - ADD (2) COLUMN TIES �,- -- CONTINUOUS STRAND THRU T ss2 1919119 iJ COLUMN WHEN BEAM -- CONSTRUCTION JOINT _ OVERLAP> 213 BEAM DEPTH t MINIMUM (3) STRANDS. — ADD (2) COLUMN TIES @ 3" OC TOP z ... ..-_ o a Q _ (2)48x10-0' F a �- ANCHORS &(1)6"x1172"x z 1T LONG SHEAR KEY & , COLUMN TIES @5" OC TYP.. UNLESS NOTED t CONSTRUCTION JOINT ONLY IF z UPPER BEAM IS POURED FIRST X F I / THROUGH BEAMtCOLUMN JOINT. SEE BOTTOM OF BEAM ) ' --- CONSTRUCTION JOINT t INTERIOR BEAM/COLUMN DETAIL 61`` D5 - CSD a " iJ -- CONSTRUCTION JOINT CS°q — ADD (2) COLUMN TIES @ 3" OC TOP o a Q AND (3)CQLUMN TIES @3"OC BOTTOM OF ANCHOR PLATES F a O , COLUMN TIES @5" OC TYP.. UNLESS NOTED z X F I / THROUGH BEAMtCOLUMN JOINT. SEE v O' COLUMN SCHEDULE FOR TYP. TIES ABOVE j AND BELOW BEAWCOLUMN JOINT PROJECT NMAE HARRISON STREET 2"CLR 7 ----- - _ - PARKING RAMP NON -SHRINK NON -STAIN GROUT AT STRESSING END ONLY s `---- PIT BEAM -- CIPCOLUMN ADD (3) COLUMN TIES @ 3" OC AT BOTTOM OF BEAM I tt2" CLEAR (TYPIGA-LTO JIES 10" #5 [ CENTER BETWEEN I ANCHOR PLATES i B5 EXTERIOR BEAM/COLUMN DETAIL GRID V-6" CONSTRUCTION JOINT -- - PIT ANCHORS --- ADD (2) COLUMN TIES @ 3" OC TOP & BOTTOM OF PIT STRAND HOOK] (5) #5 COLUMN TIES @ -- TOC TYP. UN, THRU BEAMICOLUMN JOINT _ PtTSTD. STRAND -:. PA BEAM - - - - T�— (2)#4 TIES @ TOP OF ANCHOR PLATES & ADD (3) COLUMN TIES @ (2) #4 TIES @ BOTTOM 3" Oc @ BOTTOM OF BEAM CIP COLUMN -- IT #5 [ CENTER BETWEEN ---_j AND ADJACENT ANCHOR PLATES A5 CANTILEVER BEAM DETAIL Z O PROJECT NO. 21-392200 ISSUE z V I T CLR. MIN. ryNa,. nMonaarer,swoeneo �� PPRELIMINARY T FOR CONSTRUCTION SHEET NAME COLUMN SCHEDULE AND DETAILS SHEET NUMBER S-61 Q D1 PT CONCRETE BEAM TYPE I GRID GRID = SEE SPAN 0.45 L TO TENDON LOW POINT UNO U4 (TOP & BOT) BS CLASS"A'LAP L!4 (TOP &BOT) TYP AT TOP NOTE: S-670 PARABOLIC PRO LLE (BASED ON SEE FLOOR PLAN CENTROID OF PIT TRb BAR SIZE.) ELEVATIONS FOR TENDON Fe= SEE BEAM OFFSET SCHED LE RELATIONSHIP 2' CLR -TRa W! 1 TYP `.,., STANDAR) TRb TRC Wf HOOK STANDARD HOOK I.P.' I t . BIRD BRC t2L/12 T BN6UjK m D5 CLASS"e"LAP 1 TYP AT BOTTOM S-610 2" STIRRUP SPACING - SEE SCHEDULE 2" i CC -1 PT CONCRETE BEAM TYPE IV O BEAM•••_ 0 O Q , BEAMIGIRDER -0 2'" MIN &'-0" MIN -'.:�.- ---. — SINGLE SPAN BEAM POST -TENSION CABLES TYP 0 i � R Q SLEEVE FOR PIPING, TYP MAL DEPTH SIZE GRID NO HOLES GRID 6" OD L = SEE SPAN 8" OD 31" TO 36" 10" OD L = SEE SPAN z 1 L14 (TOP & BOT) >Oz 1 PARABOLIC PROFILE PARABOLIC PROFILE --- CLASS "A" LAP . TOP BARS CENTROID OF P/T CENTROID OF PIT TYPAT.OP TENDON Fe= SEE T ssz sss s11e TENDON Fe= SEE (BASED ON TRb CLASS'A"LAP gg SEE ELECTRICAL DRAWINGS -- PR TENDONS SCHEDULE BAR SIZE.) - - TRc W? S 610 MAINTAIN 3?4"MIN. - ... L14 (TOP & BOT) ... STANDARD t L/4 (TOP &BOT) I � r 3 2CLR HOOK 2" CLRTRb - TRc TYP .. BNS TYP D HOOK O - �¢ �a KSHK --- SIDEBARS 'z o_ �y Q BRa '.7 - BRI)- W SLAB EXTENSION AS REQUIRED, —7 I m - SEE PLAN Vi U L112 AND SLOPE CONCRETE AS o L "TOP BARS - --- -- b BR a O i-- NK � PIT TENDONS d L/12 ~a Bftb BRC LJ12 5-610 PROJECT NAME w � - - - -- BOTTOM BARS U HARRISON STREET CONT. CHAIR BOLSTERS PARKING RAMP CLASS'B"LAP tow % tt @TYP. TT TYP AT BOTTOM 1 � y w CLASS "B" LAP 2" STIRRUP SPACING -SEE SCHEDULE 2' TYP AT BOTTOM c PT CONCRETE BEAM TYPE II 2^ D2 STIRRUP SPACING - SEE SCHEDULE 2" I BS D1 PT CONCRETE BEAM TYPE I GRID GRID = SEE SPAN 0.45 L TO TENDON LOW POINT UNO U4 (TOP & BOT) BS CLASS"A'LAP L!4 (TOP &BOT) TYP AT TOP NOTE: S-670 PARABOLIC PRO LLE (BASED ON SEE FLOOR PLAN CENTROID OF PIT TRb BAR SIZE.) ELEVATIONS FOR TENDON Fe= SEE BEAM OFFSET SCHED LE RELATIONSHIP 2' CLR -TRa W! 1 TYP `.,., STANDAR) TRb TRC Wf HOOK STANDARD HOOK I.P.' I t . BIRD BRC t2L/12 T BN6UjK m D5 CLASS"e"LAP 1 TYP AT BOTTOM S-610 2" STIRRUP SPACING - SEE SCHEDULE 2" i CC -1 PT CONCRETE BEAM TYPE IV O BEAM•••_ 0 O Q , BEAMIGIRDER -0 2'" MIN &'-0" MIN -'.:�.- ---. — SINGLE SPAN BEAM POST -TENSION CABLES TYP 0 i � R Q SLEEVE FOR PIPING, TYP MAL DEPTH SIZE LESS THAN 24' NO HOLES 25'T 27" 6" OD 29" TO 30" 8" OD 31" TO 36" 10" OD OD = OUTSIDE DIAMETER U 8-1- 81-0, .12 6'-0' MAX d_ MULTIPLE SPAN BEAM " MIN ABOVE TENDONS NOTE: COORDINATE EXACT NUMBER, SIZES AND LOCATION OF SLEEVES WITH STRUCTURAL ENGINEER, PLACE SLEEVES WHERE REQUIRED TO CLEAR POST -TENSIONED CABLES AND REINFORCING STEEL. SLEEVE PLACEMENT THROUGH B1 BEAM GUIDELINES Al BEAMICOLUMN DETAIL L = SEE PLAN STANDARD HOOK--, -'. PARABOLIC PROFILE T&B, WHERE NO I CENTROID OF PT TENDON BACKSPAN OCCURS (, r� TRa y-� Fe= SEE SCHEDULE I U i <! t ( BRa ADJACENT BEAM 2 .STIRRUP SPACING SEE SCHEDULE- 3" - A5 _ S-610 C2PT CONCRETE BEAM TYPE VII ADD #4 USTIRRUPS ; @3"OcT&B -_--- --_ ADD (3) #4 STIRRUPS @ 3'OC SEE BEAM ELEV. EACH SIDE, VERT. FOR REINF. - _-- CONT. BAR TOP & BOTTOM HOLE PENETRATION 5" TO 10" DIA. MAX REVIEW EACH ADD (2) 47 x 5'-0" T & B --- I� HOLES 5" DIA. TO 10" DIA. LOCATION WITH ENGINEER. EACH SIDE. HORIZ. FOR HOLES SMALLER THAN 5" DIA. SEE A4/S605 62 BEAM PENETRATION DETAIL GRID GRID TRANSITION OF TENDONS ZO =1INTO BEAMS SPACING (8Z #4 STIRRUPS' -.@ ,y(8)„N4 STIRRUPS SPACING SEE { TOO L = SEE SPAN z SCHEDULE >Oz 1 PARABOLIC PROFILE L14 (TOP & BOT I - . TOP BARS CENTROID OF P/T Om TENDON Fe= SEE T ssz sss s11e } SCHEDULE CLASS'A"LAP 0 SEE ELECTRICAL DRAWINGS -- PR TENDONS 31 OAS L TO TENDON LOW POINT UNO TYP AT TOP (BASED ON TRb _ B5 MAINTAIN 3?4"MIN. - ... BAR SIZE.) ... Sfi10 t L/4 (TOP &BOT) I � r 3 2CLR TRa W/ TRb PtT TENDONS -- "---' - TRc TYP STANDARD P D HOOK O - �¢ �a D5 --- SIDEBARS 'z o_ �y --- BRa '.7 - BRI)- W SLAB EXTENSION AS REQUIRED, —7 -- CONSTRUCTION JOINT ADDO BR. SEE PLAN L?12 4 � a L112 AND SLOPE CONCRETE AS o L "TOP BARS - --- '"MINIMUM - SIDE BARS b o NK � PIT TENDONS d D G�7 U-- U vy #4 SUPPORT BARS @ 4'-0" OC MAX. 5-610 PROJECT NAME w � - - - -- BOTTOM BARS O HARRISON STREET CONT. CHAIR BOLSTERS PARKING RAMP CLASS'B"LAP tow @TYP. SEE PLAN WASH TYP AT BOTTOM w 2" STIRRUP SPACING -SEE SCHEDULE 2' �- BOTTOM BARS PT CONCRETE BEAM TYPE II '`^-------- D2 OWNER BEAM SECTION U L = SEE PLAN STANDARD HOOK--, -'. PARABOLIC PROFILE T&B, WHERE NO I CENTROID OF PT TENDON BACKSPAN OCCURS (, r� TRa y-� Fe= SEE SCHEDULE I U i <! t ( BRa ADJACENT BEAM 2 .STIRRUP SPACING SEE SCHEDULE- 3" - A5 _ S-610 C2PT CONCRETE BEAM TYPE VII ADD #4 USTIRRUPS ; @3"OcT&B -_--- --_ ADD (3) #4 STIRRUPS @ 3'OC SEE BEAM ELEV. EACH SIDE, VERT. FOR REINF. - _-- CONT. BAR TOP & BOTTOM HOLE PENETRATION 5" TO 10" DIA. MAX REVIEW EACH ADD (2) 47 x 5'-0" T & B --- I� HOLES 5" DIA. TO 10" DIA. LOCATION WITH ENGINEER. EACH SIDE. HORIZ. FOR HOLES SMALLER THAN 5" DIA. SEE A4/S605 62 BEAM PENETRATION DETAIL MAINTAIN 314' MIN. fi..-; CLEAR OF DECK FORM P/7 TENDONS Q O. ANCHORS SEE XXISXXX \, BACKUP BARS SEE XXlSXXX PLAN VIEW NOTE: THIS DETAIL CAN ONLY BE USED WHEN SLAB ALIGNS WITH THE FAR FACE OF COLUMN. A2 BEAM TENDONS PLACED IN SLAB _(...... ......... .'. ,__... PROVIDE SMOOTH ilk Z 2 TRANSITION OF TENDONS ZO =1INTO BEAMS SPACING (8Z #4 STIRRUPS' -.@ ,y(8)„N4 STIRRUPS SPACING SEE { TOO 1I b SEE z SCHEDULE >Oz 41 MAINTAIN 314' MIN. fi..-; CLEAR OF DECK FORM P/7 TENDONS Q O. ANCHORS SEE XXISXXX \, BACKUP BARS SEE XXlSXXX PLAN VIEW NOTE: THIS DETAIL CAN ONLY BE USED WHEN SLAB ALIGNS WITH THE FAR FACE OF COLUMN. A2 BEAM TENDONS PLACED IN SLAB BEAM(GiRDER "B (4) tl4 STIRRUPS EQUALLY SPACED BEAM/GIRDER"A L LLyL 1. BEAM/GIRDER "A" IS SUPPORTED BY BEAM?GIRDER "B" 2. LONGITUDINAL REINFORCING NOT SHOWN FOR CLARITY. BEAM/GIRDER PLAN 5" DIA. MAX. SLEEVE, LOCATE PENETRATION WITHIN MIDDLE THIRD OF BEAM DEPTH'D'. ADD (2) #4 STIRRUPS @ 3" Oc EA. SIDE OF OPENING, TYP. SLEEVE TO BE 4" AWAY FROM TENDONS, MIN, SEE BEAM ELEV. FOR REINF. - - - ---- CONT. BAR TOP & BOTTOM -- HOLE PENETRATION SMALLER HOLES SMALLER THAN 5" DIA. THAN 5" DIA REVIEW EACH LOCATION WITH ENGINEER. FOR HOLES LARGER THAN 5' SEE A41SG05 B4 BEAM PENETRATION DETAIL PROVIDE SMOOTH TRANSITION CONTINUATION OF BEAM/GIRDER"A" ARCHITECT OF RECORD WHERE OCCURS TYPICAL STIRRUP ;2 z" ;. TYPICAL STIRRUP SPACING (8Z #4 STIRRUPS' -.@ ,y(8)„N4 STIRRUPS SPACING SEE { TOO 1I b SEE SCHEDULE SCHEDULE f IL Walk Pmking Cmsolfa`rts OMEN - . TOP BARS S I [n - 165G Ikgh y 1GG a'ou3,, Sure -Z- Om T ssz sss s11e BEAM(GiRDER "B (4) tl4 STIRRUPS EQUALLY SPACED BEAM/GIRDER"A L LLyL 1. BEAM/GIRDER "A" IS SUPPORTED BY BEAM?GIRDER "B" 2. LONGITUDINAL REINFORCING NOT SHOWN FOR CLARITY. BEAM/GIRDER PLAN 5" DIA. MAX. SLEEVE, LOCATE PENETRATION WITHIN MIDDLE THIRD OF BEAM DEPTH'D'. ADD (2) #4 STIRRUPS @ 3" Oc EA. SIDE OF OPENING, TYP. SLEEVE TO BE 4" AWAY FROM TENDONS, MIN, SEE BEAM ELEV. FOR REINF. - - - ---- CONT. BAR TOP & BOTTOM -- HOLE PENETRATION SMALLER HOLES SMALLER THAN 5" DIA. THAN 5" DIA REVIEW EACH LOCATION WITH ENGINEER. FOR HOLES LARGER THAN 5' SEE A41SG05 B4 BEAM PENETRATION DETAIL PROVIDE SMOOTH TRANSITION ARCHITECT OF RECORD OF TENDON INTO BEAM --- Neumann Monson PC 221 East Cdlege Street! $U0.03G3 Iowa Gry, Iowa 522-0 z SHALL BE POURED WITHIN O f IL Walk Pmking Cmsolfa`rts OMEN - . TOP BARS S I [n - 165G Ikgh y 1GG a'ou3,, Sure -Z- Om T ssz sss s11e -- FOR BLOCKOUT IN BEAM 0 SEE ELECTRICAL DRAWINGS -- PR TENDONS w _ - TOP BARS MAINTAIN 3?4"MIN. - ... ♦ ... CLEAR OF DECK FORM 1 ---- —� 6 O O U2 PtT TENDONS -- "---' - CONT. CHAIR BOLSTERS - ALTERNATE HOOKS PLAN VIEW D NOTE: ARCHITECT OF RECORD Neumann Monson PC 221 East Cdlege Street! $U0.03G3 Iowa Gry, Iowa 522-0 T 319.33A )8l0 t10 E A-enue', Suite 2G9 SHALL BE POURED WITHIN hes Voines.Iowa 50309 T 515.339.I— cory IJLTMITs f IL Walk Pmking Cmsolfa`rts OMEN - . TOP BARS S I [n - 165G Ikgh y 1GG a'ou3,, Sure -Z- 2, MAINTAIN SLAB SHORES T ssz sss s11e -- FOR BLOCKOUT IN BEAM 0 SEE ELECTRICAL DRAWINGS -- PR TENDONS w _ - TOP BARS O U #4 SUPPORT BARS >O @ 4'-O" Oc MAX. BOTTOM BARS O O U2 FORM DRAFT AT CONTRACTOR'S OPTIO TYP, ALL DOWN TURNED BEANS U.N.O. W - CONT. CHAIR BOLSTERS - ALTERNATE HOOKS D O BEAM SECTION T �¢ �a D5 --- SIDEBARS 'z o_ �y ----- PIT TENDONS W SLAB EXTENSION AS REQUIRED, —7 -- CONSTRUCTION JOINT ADDO 'C _. SEE PLAN J "'^ #-b AND SLOPE CONCRETE AS o L "TOP BARS - --- '"MINIMUM - SIDE BARS b o PIT TENDONS d D G�7 U-- U vy #4 SUPPORT BARS @ 4'-0" OC MAX. PROJECT NAME w � - - - -- BOTTOM BARS O HARRISON STREET CONT. CHAIR BOLSTERS PARKING RAMP NOTE: 1. BEAM PORTION ABOVE SLAB SHALL BE POURED WITHIN 24 HOURS OF SLAB PLACEMENT 2, MAINTAIN SLAB SHORES UNTIL UPTURNED BEAM CAST AND POST -TENSIONED - TOP BARS >O O O U2 - ALTERNATE HOOKS �¢ �a ...... --- SIDEBARS 'z o_ �y ----- PIT TENDONS -- CONSTRUCTION JOINT ADDO .- -- #4 SUPPORT BARS AND SLOPE CONCRETE AS o ,; . y - @ 4'-0" OC MAX. REQUIRED TO MAINTAIN _. - COVE SEALANT MINIMUM THICKNESS AT EDGE �+ OF SLAB O -- SLAB REINFORCING - CONCRETE tow SEE PLAN WASH w �- BOTTOM BARS '`^-------- CONT. CHAIR BOLSTERS OWNER BEAM SECTION U B5 PROJECT NO, 21-3922 04 ISSUE F-7 TOP BARS ALTERNATE HOOKS SIDE BARS PIT TENDONS #4 SUPPORT BARS @4'-T OC MAX. BOTTOM BARS CONT. CHAIR BOLSTERS mer+ a rremremonhnx mm -em Pctaprm94,w� t.mna. PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME BEAM AND GIRDER DETAILS A4 BEAM DETAIL A5 BEAM SECTION R SHEET NUMBER S-626 BEAM NOTES: BNi. FOR GENERAL NOTES SEE SHEET S-001 AND S-002. FOR TYPICAL DETAILS AND ADDITIONAL INFORMATION SEE SHEET S-620. BN2. Fe = MINIMUM EFFECTIVE FORCE AFTER LOSES. Fe IS BASED ON 112" DIA., 270 1- LOW RELAXATION STRANDS. THE MINIMUM NUMBER OF STRANDS PER BEAM MUST BE BASED ON Fe = 26.5 KIPS/STRAND. BN3.I.P.=INFLECTION POINT SN4. FOR BEAMS OR GIRDERS THAT SUPPORT ANOTHER BEAM OR GIRDER, PROVIDE (8) #4 STIRRUPS OC EACH SIDE OF INTERSECTION. SEE DETAIL BI/S_620. PROVIDE DOUBLE STIRRUPS IN GIRDERBEAM'A' WHERE INDICATED IN THE SCHEDULE. BN5. PROVIDE FOLLOWING STIRRUP SPACING EACH END UN. IN BEAM SCHEDULE: BEAM SECTION T: (3) @ 2", (8) @ 6", REM. @ 24' BEAM SECTIONS L, U, AND R: (3) @ 2', (8) @ 6", REM @ 12" BN6. FOR BEAMS 36" OR GREATER IN DEPTH AND FOR ALL SECTION L, U AND R BEAMS PROVIDE #4 x CONTINUOUS @ 12” OC SIDE BARS EF UN. SPACED EQUALLY BETWEEN TOP AND BOTTOM BARS. BN7.FOR BOTTOM BARS LARGER THAN #6 PROVIDE 180 Deg. STD HOOKS AT ENDS AS SHOWN. BN8, MINIMUM INITIAL CONCRETE STRENGTH AT TIME OF STRESSING, PCI, SHALL BE 3000 PSI UN. BN9, TO AVOID INTERFERENCE, PLACE TOP GIRDER BARS JUST BELOW TOP BEAM BARS AND BOTTOM BEAM BARS JUST ABOVE BOTTOM GIRDER BARS AS REQUIRED. B10. FOR PENETRATIONS THROUGH BEAMS OR GIRDERS SEE Bt, B2 AND B41S-620. ARCHITECT OF RECORD Neumann Monson PC 221 Gas: Cdlege $tree: ; S I:e 303 Icwe Ciy, Iowe 52240 T 319 338. t8)£ PIT CONCRETE BEAM I GIRDER SCHEDULE 418 E� Avenue ! Sui;e 209 Des Volnes, Iowa —09 T 515 339.?8C0 CONSULTANTS Walker PaHda9 ConsulbMs S[nrewa! Engineer 1666 KgF,waY 100 SlxuYit, S4ke Q24 s :,�aPdla uN ss416 ' SIZE T 952 5a 9116 P(T TENDON LOCATION REINFORCEMENT 0 MARK SECT TYPE I INCHES) FORCE Fe 0 (INCHES) x TOP REINFORCEMENT BOTTOM REINFORCEMENT fii4 STIRRUPS UN REMARKS Vol W D (KIPS} A B C TRB TRU TRC 13R. BIRD BRC SPACING EA. END (NOTE BN6 UN.) 81 [ T 1 i6 34 450.5,- ! 24 3 1 24 3#9 244 3#9 3#6 2#9 3#6 (3)@2",(8)@6",j8}@12-REM@24" -....... ____-_ ,.... B2 _ _.. T . _... _ II .-16 34. 371 r 24 ...... 3 -...(. 30 3 #9 -..... 2 #4 349 346 249 1 3V#6.... SEE BNS TENDON LOCATION -A- @ EDGE OF BUILDING 16 34 371 24 3 30 3 #9 2 N4 { 3 #9 3 #6 2 #9 3 #6 {3} @ 2", f8} @ 6", REM. @ 72" CLOSED STIRRUPS, PROVIDE SIDE BARS NOTED IN eN6, TENDON LOCATION 82A T It A @ EDGE OF BUILDING -A"@ 83 L 711 i6 34 1855 { 20 3 ( 30 3#9.2#4 ...._3#9 3#6 2#9 346 SEE BN5 BN6 TENDON LOCATION EDGE OF BUILDING .,,... L it 16 - 34 ,_ - 185 5 30 3 a 30 ,.. _ ._. 3 #9 2 #4 3 #9 3 #6 299 i 3 #6 SEE BN5, BN6 ,,,,, ... ,BA ..:, _.___ ..... o..,. 16 .._ ?4 x _.... 265 24 3 . 30 fi , . , ;._ 3 #9 __ 244 ..... _. ..... 3 #9 _ 3 #6 ........ 2 #9 --... 3 #6 _. .. ..- .. .. (3) @ 2", (8) @ 6", REM. @ 12" -ON LOCATION CLOSE,. D STIRRUPS PROVIDEO SIDE BARS NOTED IN BN6 TEND B5 T 71 'A" @ EDGE OF BUILDING 16 34 265 24 9 I 30 3 #9 2 #4 3 #9 3 #6 2 #9 3 #6 ___- (3) @ 2". (8} @ 6', REM @ 72" CL ED STIRRUPS, SIDE BARS NOTED IN BN6, TENDON LOCATION IDE B6 T It I I I "A" @EDGE OF BUILDING DING _-... ......_ _.. -... _-.-.. 87 ,-_ T _-. 7 _..16 30 583 E 24 -.-... 3 f 24 ;_ 349 2 #4 I.. 349 346 @ 12" REM..@ 24' �,�._..._._._ 88T 11 16 : 30 424 t 24 3 ` 30 j 3 #9 2 #4 ` 3 #9 3 #6 2 #9 3 #6 SEE BN5 TENDON LOCATION "A" @ EDGE OF BUILDING 16 34 424 24 3 30 349 2#4 3#9 346 249 346 (3)@2,(8)@6 REM,@ 12 CLOSED TIRRUPS PROVIDE SIDE BARS NOTED IN BNS TENDON LOCATION 88A T II -K L @EEtRR BUILDING -- ....o ., ......... 34 e __. 318 .-.-._-. 24 ..... 3 {. ..... 30 .... , 349 2 Jl4 .. 349 .. _. 3116 ..._., 249 b. 3 #6 -. -. ._ ..... .. (3) @ 2", (8) @ 6", REM @ 12" SIDE BARS NOTED IN BN6, TENDON LOCATION _ C 89 T It 16 A @ EDGE OF BUILDING - it 16 34 318 E 24 12 30 3 #9 2 #4 3 #9 3 #6 2 #9 3 #6 (3) @ 2, (8) @ 6", REM @ 7 Z' SP3iDR IDE SIDE BARS NOTED IN BN6. TENDON LOCATION B10 T "A� @ EDGE OF ING 811 ,- L-- 111 16 34 185.5 20 3 30 3#9 2#4 -3#9 3#16 2#9 3#6- SEE BNS, BN6 TENDON LOCATION "A"@ EDGE OF BUILDING B12 L It 16 34 185.5 i 30 3 i 30 3 #9 244 ; 3 #9 346 249 3 #6 SEE BN5, BW 613 L it 16 34 238.5_21.53 � � ! 21 5 f9 2 JJ4 3 #9 3 #6 2 #9 3 #6 � SEE BN5, BN6 _i2 B14 L I ;- 16 34 B15 L VII , 16 t 185.5 - S - - 17 23 5 30 3 #9 2 #4 I 3 #9 3_#6 2 #9 3 #6 SEE BN5, BN6 TENDON LOCATION -A- @ 800E OF BUILDING ..... ,_._ .-„-_ .34 _-_ _ _ - - ................. _ . -_ __ - ......... GI _..... T _. _.. 1 _.36 34 1060 € 27.5.... 3 - 275 '; 5#9 .... 2#9 '.......5#9 4#9 4#9 449... (3)@2".(8)@6",REM.@12"--..... G2 T i 3634 901 21.5 3 i 21.5 : 5 #9 20 } 5 k9_ 4 #9 4 #9 1 4 #9 (3) @ 2", (8) @ 6". REM @ 12" G3 .. T 136 _ 34 1219 I 27.5 3 I 275 't 5#9 2#9 1 549 499 4#9 4#9 {3)@2',(8)@6",REM. @12" BEAM NOTES: BNi. FOR GENERAL NOTES SEE SHEET S-001 AND S-002. FOR TYPICAL DETAILS AND ADDITIONAL INFORMATION SEE SHEET S-620. BN2. Fe = MINIMUM EFFECTIVE FORCE AFTER LOSES. Fe IS BASED ON 112" DIA., 270 1- LOW RELAXATION STRANDS. THE MINIMUM NUMBER OF STRANDS PER BEAM MUST BE BASED ON Fe = 26.5 KIPS/STRAND. BN3.I.P.=INFLECTION POINT SN4. FOR BEAMS OR GIRDERS THAT SUPPORT ANOTHER BEAM OR GIRDER, PROVIDE (8) #4 STIRRUPS OC EACH SIDE OF INTERSECTION. SEE DETAIL BI/S_620. PROVIDE DOUBLE STIRRUPS IN GIRDERBEAM'A' WHERE INDICATED IN THE SCHEDULE. BN5. PROVIDE FOLLOWING STIRRUP SPACING EACH END UN. IN BEAM SCHEDULE: BEAM SECTION T: (3) @ 2", (8) @ 6", REM. @ 24' BEAM SECTIONS L, U, AND R: (3) @ 2', (8) @ 6", REM @ 12" BN6. FOR BEAMS 36" OR GREATER IN DEPTH AND FOR ALL SECTION L, U AND R BEAMS PROVIDE #4 x CONTINUOUS @ 12” OC SIDE BARS EF UN. SPACED EQUALLY BETWEEN TOP AND BOTTOM BARS. BN7.FOR BOTTOM BARS LARGER THAN #6 PROVIDE 180 Deg. STD HOOKS AT ENDS AS SHOWN. BN8, MINIMUM INITIAL CONCRETE STRENGTH AT TIME OF STRESSING, PCI, SHALL BE 3000 PSI UN. BN9, TO AVOID INTERFERENCE, PLACE TOP GIRDER BARS JUST BELOW TOP BEAM BARS AND BOTTOM BEAM BARS JUST ABOVE BOTTOM GIRDER BARS AS REQUIRED. B10. FOR PENETRATIONS THROUGH BEAMS OR GIRDERS SEE Bt, B2 AND B41S-620. PROJECT NAME HARRISON STREET PARKING RAMP OWNER PROJECT N0.21-3922 9 0 ISSUE Mwn•u�.aw a.r earw. PRELIMINARY NOT NOT FOR CONSTRUCTION SHEET NOME BEAM AND GIRDER SCHEDULE SHEET NUMBER S-621 11 ARCHITECT OF RECORD Neumann Monson PC 221 Gas: Cdlege $tree: ; S I:e 303 Icwe Ciy, Iowe 52240 T 319 338. t8)£ 418 E� Avenue ! Sui;e 209 Des Volnes, Iowa —09 T 515 339.?8C0 CONSULTANTS Walker PaHda9 ConsulbMs S[nrewa! Engineer 1666 KgF,waY 100 SlxuYit, S4ke Q24 s :,�aPdla uN ss416 ' T 952 5a 9116 Z 0 U) z 0 x z z Vol gin z PROJECT NAME HARRISON STREET PARKING RAMP OWNER PROJECT N0.21-3922 9 0 ISSUE Mwn•u�.aw a.r earw. PRELIMINARY NOT NOT FOR CONSTRUCTION SHEET NOME BEAM AND GIRDER SCHEDULE SHEET NUMBER S-621 11 E I i1 i I Ep - - 824 1 ]jl7� j I ii 1 737373 "071 13 - = s4 �1 8'-0" 8'-0" L L 257-8" 1 8'-4" 9'-0' 8'-4" 12'-10" 1 ADA 3'-0" TYPICAL SPACE ARRANGEMENT I I A.4 6.8 N SECOND TIER PLAN 1116" = 1'-0" 0 8' 16 32' 1116" = 1'-0" 0-- 0 IN I ttiNN I 1 VNHL JYMb� ACCESSIBILITY PAINTE WHITE, TYPICAL 4' WIDE WHITE PAINT STRIPE AT 45', TYPICA 4" WIDE WHITE PAINT STRIPE, TYPICAL N GROUND TIER PLAN C0 8' 32' 1116" = V-0" SEE PLAN FACE OF WALL, WHERE APPLICABLE CURB, WHERE APPLICABLE CONTINUE STRIPING WHERE ....Jj APPLICABLE WITH 4" WIDE CENTER STRIPE BETWEEN BAYS A4 90 DEG STRIPING DETAIL VHITE RIPE, CAR TABULATION TIER 13 TOTAL SPACES O EFFICIENCY GROUND c 30 0 I 1 i 31 12,392 399.7 SEVENTH TIER 78 } 21 2 101 ._. 135' 8" 333.9 THIRD y SIXTH TIER 33,728309.4 �— 130'- 4' 83 21 3 E 107 33,728 315.2 FIFTH FIFTHTIER - 110 .__. 720' - 0' SIXTH 107 j 0 3 } 10'-4" 33,728 306.6 SEVENTH S 42 j 0 f 0 42 FOURTH TIER 302.4 1091-81, 610 193,732 10'-4" _ t r PR0.IECT NAME HARRISON STREET THIRD TIER x SECOND TIER 11'-4" GROUND TIER 76' - 8" ISOMETRIC SHEET NOTES: t. SEE SHEET AG -601 FOR SIGNAGE SCHEDULE. 2. SEESHEET AG -601 FOR TYPICAL MOUNTING DETAILS. 3. SEE SHEET AG -101 FOR LOCATIONS OF TYPICAL DETAILS AND REFERENCES. 4. SEE SHEET AG -602 FOR PARKING EQUIPMENT LAYOUTS AND DETAILS. 5. SEE SHEET AG -101 FOR STANDARD STRIPING DETAILS AND REFERENCES. FACE OF WALL, WHERE APPLICABLE CURB, WHERE APPLICABLE CONTINUE STRIPING WHERE ....Jj APPLICABLE WITH 4" WIDE CENTER STRIPE BETWEEN BAYS A4 90 DEG STRIPING DETAIL VHITE RIPE, CAR TABULATION TIER STANDARD } STANDARD ADA 9'-0" M 18'-0' 8'4" x 18'-O' 8'-0" x 18'-0" TOTAL SPACES AREA sqh EFFICIENCY GROUND c 30 0 I 1 i 31 12,392 399.7 SECOND 78 } 21 2 101 33,128 I 333.9 THIRD 3I3 s 107 k 0 j 2 109 33,728309.4 FOURTH 83 21 3 E 107 33,728 315.2 FIFTH 107 I 0 3 E 110 33,728 306.6 SIXTH 107 j 0 3 } 110 33,728 306.6 SEVENTH S 42 j 0 f 0 42 12,700 302.4 554 } 42 ! 14 610 193,732 317.6 NORTH KEY PIAN OWNER PROJECT 2134.22 00 ISSUE I F .W�� ..•a al wm,T. PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME GROUND & SECOND TIER STRIPING AND DRAINAGE PLANS SHEET NUMBER m ARCHITECT OF RECORD Neumann Monson PC 221 Ces: S-103 Iorva Cry. loxa 12 If, 131, — 41 Efi A ue S I, 244 D= --w .cwva?a N T1113—S00 CONSULTANTS Walker Parking C—wums 5' C I Engin r i66C HgMv y 100 Sou'5i. Sul:e L2� M pal's, MN S,Y41G T 952.5M N 16 z 0 U) z 0 x z z C) ;7" me alai '"T�'x 3i PR0.IECT NAME HARRISON STREET PARKING RAMP NORTH KEY PIAN OWNER PROJECT 2134.22 00 ISSUE I F .W�� ..•a al wm,T. PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME GROUND & SECOND TIER STRIPING AND DRAINAGE PLANS SHEET NUMBER m 0- 0-- S 201 - S-201 iAl SID IE it Cl S-201 SID Slit sae szs S20 SE T-, A3 D THIRTIER PLAN THIRD ARCHITECT OF RECORD Neumann Mmsvn PG 13 a186tA— S-249 a186tA ue Des No' . Inwa 50399 T 515 339-7WO w CONSULTANTS5, Walker Parking CamWta�ta i'— OEM C IEn9 neer 166 H"gh ay 1v0 Soup, SUY.e A2= V, —.pdi, MN 55016 T9121%9116 SEVENTH TIER 135* - &' SIXTH z 130'- 4" 0 U) z FIFTH IIER 0 .-- 120'- 0" 10-4" c— FOURTH 11_ff 1091-81 C= U 194' 4, e THIRD TIER Z 99'- 4- PARKING RAMP NORTH 10 n I KEY PLAN OWNER 11'4 - SECOND TIER 88'-0" 11'4 - GROUND TIER 76'- 9' ISOMETRIC SHEET NOTES I SEE SHEET AG-601FOR SIGNAGE SCHEDULE. 2 SEE SHEET AG -601 FOR TYPICAL MOUNTING DETAILS. 1 SEE SHEET AG -101 FOR LOCATIONS OF TYPICAL DETAILS AND REFERENCES. 4. SEE SHEET AG -602 FOR PARKING EQUIPMENT LAYOUTS AND DETAILS. 5 SEE SHEET AG -101 FOR STANDARD STRIPING DETAILS AND REFERENCES. ARCHITECT OF RECORD Neumann Mmsvn PG 221 E- C Jp 5.ree:'� Sm. 303 19 —1— T 319-3381— a186tA— S-249 a186tA ue Des No' . Inwa 50399 T 515 339-7WO w CONSULTANTS5, Walker Parking CamWta�ta i'— OEM C IEn9 neer 166 H"gh ay 1v0 Soup, SUY.e A2= V, —.pdi, MN 55016 T9121%9116 z 0 U) z 0 c— C= U 4, e W Z PROJECT NAME HARRISON STREET PARKING RAMP NORTH 10 n I KEY PLAN OWNER PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME THIRD TIER STRIPING AND DRAINAGE PLAN SHEET NUMBER AG -102 A A.5 B C 1 � t 1 S40 $40 S G S2a 826 S?2 1 1 1 -i St0 P S50 1 l � 1 $22 ? s2B —_8-- S24 S20 1 1 1 i 1 1 � R ':i 1 -- � i 1 � I 1 � A.4 B.9 N Al FIFTH TIER PLAN vs• = r -o• A A.5 B C I T I i S4G .._:.:. O.._._._ _._..➢ _:... .. 1 540 �T� Leh r I 1 1 .(j 1 t 1 1 S'8 - SID $22 1 i l E t $22 526 ,,14 12 57.G I i I 12 '3 " i I 1 1 1 1 1 1 I A.4 B.9 N FOURTH TIER PLAN A3 ,/i6"=i' 0 8' 16, 32' fns'=,• -o" NORTH KEY PLAN OWNER PROJECT N0. 21-3P22.00 ISSUE PRELIMINARY NOT FOR CONSTRUCTION FOURTH & FIFTH TIER STRIPING AND DRAINAGE PLANS SHEET NUMBER AG -103 ARCHITECT OF RECORD N-- M-- PC 22t E -C W.p. Sree: S— W3 13 I— cry, — 52240 1 • T 3193iC'I9]8 418 6th Avenue. Suite 2G9 { ,� D V,—., law 10309 . ,• ,.f_.. --------p J SEVENTH131 CONSULTANTS �.... _— SIXTH TIER —�- 730' - 4" •` �"'- —+ WAIkerParkMa ConsNtants Snrt al Engineer - _ vsaG �ag�w,y 10o mw,, sae aza 10'-4" . , ; .. �- �. �. M pk VN 5,;.16 T s.2 595 9116 r' '-�,,,•� FIFTH TIER — _�' 120' - 0' '--"-�....,,,,,�•4 \„ FOURTH TIER1.,,� "A'6�+,•.s. �e 109' 8" >��\ w THIRD TIER '""^•�_,,,�' - z S SECOND TIER' - 88' -0' z GROUND TIER ` , 76' - 8' ISOMETRIC SHEET NOTES: z I . SEE SHEET AG -601 FOR SIGNAGE SCHEDULE. 2. SEE SHEET AG -601 FOR TYPICAL MOUNTING DETAILS. 3. SEE SHEET AG -101 FOR LOCATIONS OF TYPICAL DETAILS AND REFERENCES. a. SEE SHEET AG -602 FOR PARKING EQUIPMENT LAYOUTS AND DETAILS. s v s. 5. SEE SHEET AG -101 FOR STANDARD STRIPING DETAILS AND REFERENCES. :s z un PROJECT NAME HARRISON STREET PARKING RAMP NORTH KEY PLAN OWNER PROJECT N0. 21-3P22.00 ISSUE PRELIMINARY NOT FOR CONSTRUCTION FOURTH & FIFTH TIER STRIPING AND DRAINAGE PLANS SHEET NUMBER AG -103 SEVENTH TIER PLAN 1/16- 1* -0' _§�32' F T t,-: ta (D IV T 'T i 522 I S26 124 S20 L 13 - ..... . .... H iSIXTTIER PLAN A31116"-P, SIXTH TIER 13U-4" 9 ARCHITECT OF RECORD U) FIFTH TIER T-1111VI 418ftA,en.;S�2/19 D , Mnle, 1— 50109 T-13-- u w co`4`ILTA s mw1 P.—,, —I... St—w I Englee, 1860 K;Zy 100 &eeh, O,el 424 4'n epo6s MN 55416 ken= FOURTH TIER Z THIRD TIER 0 99-4, Z SECOND TIER 0 x 1 V-4' Z -dI0 GROUND TIER vi% 76'..9' ISOMETRIC 2 SHEET NOTES: I SEE SHEET AG -601 FOR SIGNAGE SCHEDULE. 2 SEE SHEET AG -601 FOR TYPICAL MOUNTING DETAILS. P� ECTNAME HARRISON STREET 3 SEE SHEET AG -101 FOR LOCATIONS OF TYPICAL DETAILS AND REFERENCES. 4 SEE SHEET AG -602 FOR PARKING EQUIPMENT LAYOUTS AND DETAILS. 5 SEE SHEET AG -101 FOR STANDARD STRIPING DETAILS AND REFERENCES. ARCHITECT OF RECORD U) —n mee— K 221 E. aekP, s.. 303 —a, T-1111VI 418ftA,en.;S�2/19 D , Mnle, 1— 50109 T-13-- u w co`4`ILTA s mw1 P.—,, —I... St—w I Englee, 1860 K;Zy 100 &eeh, O,el 424 4'n epo6s MN 55416 ken= T 952-595.9116 Z 0 Z 0 x Z -dI0 C= vi% 2 T P� ECTNAME HARRISON STREET PARKING RAMP NORTH KEY PLAN OWNER PROJECT NO. 21-22 C0 ISSUE PRELIMINARY NOT FOR CONSTRUCTION SHEE —E SIXTH & SEVENTH TIER STRIPING AND DRAINAGE PLANS SHEETNUMBER AG -104 EQUAL EQUAL BLACK ON YELLOW BLACK 2' CAP HEIGHT, BLACK PIPE RETROREFLECTIVE COLOR BLACK BACKGROUND STICKER YELLOW 3" CAP HEIGHT, COLOR BLACK G1 SIGN DETAIL - S1 EQUAL EQUAL BLACK ON YELLOW --j BLACK\"� 2- CAP HEIGHT, BLACK PIPE IV RETROREFLECTE COLOR BLACK BACKGROUND STICKER YELLOW 3- CAP HEIGHT, COLOR BLACK F1 SIGN DETAIL - S2 Entrange BACKGROUND COLOR WHITE I-IAIIIGIT. CENTERED ON SIGN, COLOR BLACK E1 SIGN DETAIL - S3 81_c' 6" WHITE RED Q 0 BLACK ON YELLOW BLACK 2' CAP HEIGHT, BLACK PIPE RETROREFLECTIVE COLOR BLACK BACKGROUND STICKER YELLOW 3" CAP HEIGHT, COLOR BLACK G1 SIGN DETAIL - S1 EQUAL EQUAL BLACK ON YELLOW --j BLACK\"� 2- CAP HEIGHT, BLACK PIPE IV RETROREFLECTE COLOR BLACK BACKGROUND STICKER YELLOW 3- CAP HEIGHT, COLOR BLACK F1 SIGN DETAIL - S2 Entrange BACKGROUND COLOR WHITE I-IAIIIGIT. CENTERED ON SIGN, COLOR BLACK E1 SIGN DETAIL - S3 81_c' 6" WHITE RED 0 A Two -Way Traffic , -BACKGROUND 4' CAP HEIGHT, FEDERAL SIGN COLOR BLACK CENTERED VERTICALLY, #W6-3 (SIMILAR} COLOR WHITE C1 SIGN DETAIL - S10 6 112" Q E it Only R REGULATORY (RETROREFLECTIVE) BLACK PIPE BACKGROUND Z 6' GAP HEIGHT, - ACOLOR 4" CAP HEIGHT, WHITE ON RED COLOR BLACK CENTERED VERTICALLY, WIDTH CENTEREQCOLOR RETROREFLECTIVE WHITE, TYPE WHITE STICKER SIGN DETAIL - S4 MOUNTING HEIGHT REMARKS 0 Dli� 10" 8'-G' 0 A Two -Way Traffic , -BACKGROUND 4' CAP HEIGHT, FEDERAL SIGN COLOR BLACK CENTERED VERTICALLY, #W6-3 (SIMILAR} COLOR WHITE C1 SIGN DETAIL - S10 6 112" I 'It Park tz BACKGROUND 6'CAPHEIGH SYMBOL T, COLOR BLACK COLOR m CENTERED VERTICALLY, WHITE, COLOR WHITE, TYPICAL TYPICAL Al SIGN DETAIL - S21 1. SIGN MOUNTING HEIGHT TO BE 2- ABOVE BOTTOM OF BEAMS PER LEVEL UNLESS NOTED fark' OTHERWISE, R REGULATORY (RETROREFLECTIVE) 2. SIGN CONTRACTOR SHALL REVIEW SIGN LOCATIONS PRIOR TO INSTALLATION WITH ENGINEER BACKGROUND Z 6' GAP HEIGHT, - ACOLOR SYMBOL COLOR BLACK CENTERED VERTICALLY, WIDTH COLOR WHITE, TYPICAL WHITE, TYPE TYPICAL SIGN DETAIL - S20 MOUNTING HEIGHT REMARKS 81 10" 8'-G' 7 FT 0 IN I 'It Park tz BACKGROUND 6'CAPHEIGH SYMBOL T, COLOR BLACK COLOR m CENTERED VERTICALLY, WHITE, COLOR WHITE, TYPICAL TYPICAL Al SIGN DETAIL - S21 a 3' 612' 3" Ul T I Pa Oj D SYMBOL CAP HEIGHT, BACKGROUND cy W COLOR CENTERED VERTICALLY, COLOR BLACK z WHITE, COLOR WHITE, TYPICAL 0 TYPICAL SIGN DETAIL - S22 EQUAL fark'' Z, <D BACKGROUND Z I CAI HEIGHT, SYMBOL Z�o COL COLOR z 9 Mu C., OR BLACK CENTERED VERTICALLY TYPICAL COLOR WHITE, TYPICAL WHITE, E2 SIGN DETAIL S23 3" 61/2" 3' 3' 6 1/2' 3" lb Park out BACKGROUND 6" CAP HEIGHT. SYMBOL COLOR BLACK CENTERED VERTICALLY, COLOR COLOR WHITE, TYPICAL WHITE, TYPICAL D2 SIGN DETAIL - S24 � 6 1/2" z BACKGROUND -j 6"CAP HEIGHT, COLOR BLACK CENTERED VERTICALLY, COLOR WHITE, TYPICAL C2SIGN DETAIL - S25 r_ I BACKGROUND —J 6" CAP HEIGHT, COLOR BLACK CENT ERED VERTICALLY, COLOR WHITE, TYPICAL 82 SIGN DETAIL - S26 6 1/2" I I 1<-1 1p BACKGROUND 6CAP HEIGHT, COLOR BLACK CENTERED VERTICALLY, COLOR WHITE, TYPICAL A2 SIGN DETAIL - S27 8' 0" Out SYMBOL COLOR WHITE, TYPICAL Out SYMBOL COLOR WHITE, TYPICAL Out SYMBOLCOLOR WHITE, TYPICAL 6 112" 6 112" R7-8 (S40) R7 -- (SAI) MARK TYPE 1. SIGN MOUNTING HEIGHT TO BE 2- ABOVE BOTTOM OF BEAMS PER LEVEL UNLESS NOTED V VEHICULAR (RETROREFLECTIVE TEXT ONLY) OTHERWISE, R REGULATORY (RETROREFLECTIVE) 2. SIGN CONTRACTOR SHALL REVIEW SIGN LOCATIONS PRIOR TO INSTALLATION WITH ENGINEER SIGN SCHEDULE TO COORDINATE WITH LIGHTING SYSTEM. O 3, SIGNS SHALL BE MOUNTED LEVEL AND PLUMS. UNLESS NOTED. MARK WIDTH LENGTH MESSAGE TYPE SIGN DETAIL MOUNTING DETAIL MOUNTING HEIGHT REMARKS S1 10" 8'-0- 7 FT 0 IN PVC G1IAG-601 A5/AG-601 T-0" S2 101, 8'- 0" 8 FT 2 IN PVC F1/AG-601 A5/AG-601 8'-2" S3 10" 8'-0- ENTER PVC E1/AG-601 A5/AG-601 8'-2" S4 101, 81-01, EXIT ONLY PVC DI/AG-601 A5/AG-601 8'-2" sio V - 01, 8'- 0- Two Way Traffic v C1/AG-601 A4AG-601 SEE MOUNTING DETAIL S20 11-0. 8'- 0" Park - v BIIAG-601 A4/AG-601 SEE MOUNTING DETAIL S21 11-01, 8' - 0" — Park v Al/AG-601 A4/AG-601 SEE MOUNTING DETAIL S22 i.- 011 8'- 0" — Park v F2/AG-601 A4/AG-601 SEE MOUNTING DETAIL S23 _T - _W 81-01, Park — v E2/AG-601 A4/AG-601 SEE MOUNTING DETAIL S24 11-01, 8- - 0" Park Out t v b2/AG-601 A4/AG-601 SEE MOUNTING DETAIL S25 11-01, 81 - 0" Park Out v C2/AG-601 A4/AG-601 SEE MOUNTING DETAIL S26 11.01, 8'- 0" Park Out v B2/AG-601 A4/AG-601 SEE MOUNTING DETAIL S27 11 - 011 8--0- Park Out v A2/AG-601 A4/AG-601 SEE MOUNTING DETAIL S40 V- 6" 11-01, ACCESSIBLE_l R 5-4- S41 ___T_ 2' 1- l- 0- VAN -ACCESSIBLE R 6-0" a 3' 612' 3" Ul T I Pa Oj D SYMBOL CAP HEIGHT, BACKGROUND cy W COLOR CENTERED VERTICALLY, COLOR BLACK z WHITE, COLOR WHITE, TYPICAL 0 TYPICAL SIGN DETAIL - S22 EQUAL fark'' Z, <D BACKGROUND Z I CAI HEIGHT, SYMBOL Z�o COL COLOR z 9 Mu C., OR BLACK CENTERED VERTICALLY TYPICAL COLOR WHITE, TYPICAL WHITE, E2 SIGN DETAIL S23 3" 61/2" 3' 3' 6 1/2' 3" lb Park out BACKGROUND 6" CAP HEIGHT. SYMBOL COLOR BLACK CENTERED VERTICALLY, COLOR COLOR WHITE, TYPICAL WHITE, TYPICAL D2 SIGN DETAIL - S24 � 6 1/2" z BACKGROUND -j 6"CAP HEIGHT, COLOR BLACK CENTERED VERTICALLY, COLOR WHITE, TYPICAL C2SIGN DETAIL - S25 r_ I BACKGROUND —J 6" CAP HEIGHT, COLOR BLACK CENT ERED VERTICALLY, COLOR WHITE, TYPICAL 82 SIGN DETAIL - S26 6 1/2" I I 1<-1 1p BACKGROUND 6CAP HEIGHT, COLOR BLACK CENTERED VERTICALLY, COLOR WHITE, TYPICAL A2 SIGN DETAIL - S27 8' 0" Out SYMBOL COLOR WHITE, TYPICAL Out SYMBOL COLOR WHITE, TYPICAL Out SYMBOLCOLOR WHITE, TYPICAL 6 112" 6 112" R7-8 (S40) R7 -- (SAI) MARK TYPE 1. SIGN MOUNTING HEIGHT TO BE 2- ABOVE BOTTOM OF BEAMS PER LEVEL UNLESS NOTED V VEHICULAR (RETROREFLECTIVE TEXT ONLY) OTHERWISE, R REGULATORY (RETROREFLECTIVE) 2. SIGN CONTRACTOR SHALL REVIEW SIGN LOCATIONS PRIOR TO INSTALLATION WITH ENGINEER W WARNING (RETROREFLECTIVE) TO COORDINATE WITH LIGHTING SYSTEM. O 3, SIGNS SHALL BE MOUNTED LEVEL AND PLUMS. UNLESS NOTED. PP- PEDESTRIAN PANEL 4. WHERE TWO (21 SIGNS ARE MOUNTED BACK TO BACK, SMALLEST L DIMENSION SHALL INCREASE PS - PEDESTRIAN SUPERGRAPHICS TO MATCH LARGEST L DIMENSION. PVC- PVC CLEARANCE 6. MAXIMUM BOLT INSERT EMBEDMENT LENGTH 1-114', UNLESS NOTED. VR - VANDAL RESISTANT 6. DO NOT SCALE DRAWINGS. A- ADA BRAILLED 7. BACKS AND EDGES OF ALL ALUMINUM SIGNS MOUNTED DIRECTLY TO STRUCTURE SHALL BE SA- S PACE AVAILABILITY PAINTED (SIGN BACKGROUND COLOR) TO PREVENT CATHODIC REACTION, 8, SEE ARCHITECTURAL GRAPHICS PLANS NOD SERIES) FOR SIGN LOCATIONS. I I INTERNALLY ILLUMINATED 9. ILLUMINATED SIGNS TO BE UL LISTED OR APPROVED EQUIVALENT. 10. ALL FONTS FRUTIGER LT 55 ROMAN UNLESS NOTED OTHERWISE. 14"0 PLASTIC COATED STEEL CABLE I 1. COLORS TO BE PER MUTCD STANDARDS. z: Q SIGN DETAIL - S40 l S41 p! ------------------------- - - Z , W TOP OF PANEL WHERE APPLICABLE FACE OF COLUMN, WALL, OR BEAM 'HILTr METAL HIT ANCHOR OR APPROVED EQUAL @ T-0- OC (MINIMUM (4) ANCHORS PER SIGN) SIGN FACE PROJECT NAME HARRISON STREET PARKING RAMP ARCHITECT OF RECORD Neumann Menson PC 114"0 THREADED STUD —XBEAM OR PANEL EXPANSION ANCHOR 221 Ea C 11915^veet i S1111 303 I— Ci Y — 122x0 WITH STAINLESS STEEL T 319 .338.]8]8 Ala 6n avenue, s,i;e los WASHER AND LOCK hes Manee, Iowa 50309U Tbl5,339,1800 W NUTIII CONSULTANTS I— FOR HANGER Kama ATTACHMENT 1660 H,ghwy 100 S.0ISoo 12a .11.11 T952-9116 GALVANIZED SENT PLATE PROJECTNO. 21 3922 W HANGER, 3- WIDE @ 4�0- yj MAXIMUM SPACING Z 0 14"0 PLASTIC COATED STEEL CABLE U) z 0 x Z 1 Z PRELIMI C= Q Z PIPE - MOUNT HORIZONTAL ABOVE z PROJECT NAME HARRISON STREET PARKING RAMP 114"0 THREADED STUD —XBEAM OR PANEL EXPANSION ANCHOR OWNER WITH STAINLESS STEEL REFLECTIVE LETTER WASHER AND LOCK NUTIII FOR HANGER 0 ATTACHMENT DIE -CUT TEXT (SEE GALVANIZED SENT PLATE PROJECTNO. 21 3922 W HANGER, 3- WIDE @ 4�0- yj MAXIMUM SPACING ISSUE 14"0 PLASTIC COATED STEEL CABLE DATE DES.., WITH CRIMP STYLE CLAMPS PROTECT CUT END OF CABLE FROM CORROSION 114"O SELF- 12, �I'I14'X11"1- ALUMINUM TAPPING ,NGL..NSA".T ALONG PIPE STAINLESS STEEL AXIS -ATTACH ANGLES S CREWS TOGETHER USING (2)1/4"O STAINLESS STEEL SCREWS 1 10'0( a ) PVC PIPE WITH FLUSH, SMOOTH END CAPS AT EACH END OF PRELIMI I :E REFLECTIVE LETTER 10111 OF SEAM 0 DIE -CUT TEXT (SEE WHERE APPLICABLE yj SCHEDULE} z z . :5 1 10'0( a ) PVC PIPE WITH FLUSH, SMOOTH END CAPS AT EACH END OF PRELIMI Q Z PIPE - MOUNT HORIZONTAL ABOVE ,CONSTRUCTION 1/4"0 DRAIN HOLE TRAFFIC LANE. (PAINT b. I NOT FOR CONTRACTOR NOTE* .6 BELOW EACH t DO NOT OVERDRIVE ANCHORS. OVERDRIVEN ANCHORS O;w HANGER WILL DAMAGE SIGNS. 2 !X ASSEMBLY 2. WHERE TOP OF PANEL OR BOTTOM OF BEAM CONDITION TRAFRC FLOW SHEET NAME OCCURS; MAINTAIN A CONSTANT 2" DIMENSION FROM TOP OF PANEL OR BOTTOM OF BEAM TO SIGN AS SHOWN. SIGN SCHEDULE AND DETAILS SIGN MOUNTING DETAIL BEAM SIGN MOUNTING DETAIL PIPE A4 AS SHEET NUMBER AG -601 3116 NOTES: 1. PAINT ENTIRE PIPE BOLLARD ASSEMBLY TRAFFIC YELLOW. 2. PARCS VENDOR AND GENERAL CONTRACTOR TO COORDINATE FINAL LOCATION OF PIPE BOLLARD WITH EQUIPMENT ACCESS REQUIREMENTS. 3. IF SLIP FORM CURB PROPOSED, CONTACT WALKER PROJECT MANAGER FOR ALTERNATE DETAIL. "• :• �� i S 1. GENERAL CONTRACTOR SHALL COORDINATE SLAB REINFORCEMENT BOOTH PLACEMENT AND THRESHOLD ELEVATION. THE BOOTH SHALL BE SET LEVEL AND THE THRESHOLD SHALL MEET ADDAG 4.13.81 ADA GUIDELINES. 2. DRAWINGS ARE SCHEMATIC DIAGRAMS. PARCS CONTRACTOR TO COORDINATE FINAL CONDUIT QUANTITIES, SIZES, LOCATION OF CONDUIT STUB UPS, PROTECTIVE BOLLARDS, AND EQUIPMENT MOUNTING LOCATIONS. CTRICAL NOT 1, ALL EXPOSED CONDUIT TO BE RIGID HOT DIPPED GALVANIZED. 2. SEE EQUIPMENT LEGEND FOR POWER REQUIREMENTS. 3. COORDINATE WITH CIVIL AND ELECTRICAL DRAWINGS FOR POWER SUPPLY AND DATA LINE INTERFACES. 4. POWER AND COMMUNICATIONS SHALL BE ROUTED IN SEPARATE CONDUITS. VOLTAGE DROP SHALL BE LESS THAN 3%. CONDUITS AND CONDUCTORS SHALL BE SIZED PER THE NATIONAL ELECTRICAL CODE REQUIREMENTS. CONSULT ELECTRICAL ENGINEER FOR DETAILS, EQUIPMENT LEGEND DESIGN NOTES: (TO BE REMOVED FROM DRAWING) 1. EQUIPMENT LOADS SHOWN ARE BASED ON TYPICAL EQUIPMENT. PROJECT ENGINEER TO VERIFY LOADS DURING DESIGN AND SHOP DRAWING PHASE. PROVIDE SEPARATE ELECTRICAL CIRCUIT FOR EACH GATE, ENS, EXS, APM AND PIL, ELECTRICAL ENGINEER TO DETERMINE TOTAL LOAD FOR FINAL PARCS LAYOUT. mm �-- SAWCUT PAVEMENT 114" WIDE BY I- DEEP. E INSTALL 4 TURNS OF 16 -GAUGE XLPE SINGLE 16 -GAUGE XLPE TWISTED CONDUCTOR WIRE. FILL SLOT WITH 3M CONDUCTOR WIRES TO LOOP DETECTOR LOOP SEALANT OR AN APPROVED DETECTOR UNIT IN 3.4" RIGID EQUIVALENT. STEEL CONDUIT. NOTES. A. VERIFY SIZE OF LOOP, SIZE OF WIRE AND NUMBER OF TURNS AND NUMBER OF TWISTS PER FOOT IN LOOP LEADS WITH DETECTOR SUPPLIER BEFORE INSTALLATION. B. LOOP LEAD RUNS SHALL HAVE (4) TWISTS PER FOOT AND ARE LIMITED TO 100 FEET. C. LOOP AND LOOP LEADS SHALL BE LOCATED AT LEAST 16" FROM ANY ELECTRICAL POWER SERVICE OR RUNS, AND STEEL REINFORCING IF POSSIBLE, D. LOOP LEADS SHALL BE IN SEPARATE RIGID STEEL CONDUIT BETWEEN LOOP AND DETECTOR. IT MUST NOT SHARE CONDUIT WITH OTHER WIRING OR LEADS FROM OTHER LOOPS. E. LOOP AND LOOP LEAD WIRE SHALL BE 16 -GAUGE XLPE CONDUCTOR STRANDED WIRE, ALL WIRE TO BE CONTINUOUS WITHOUT SPLICES. F. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. EQUIPMENT LEGEND EQUIPMENT DEFINITION AG AUTOMATIC GATE ..__..,_ 1-30A, 12OV, 240OW CIRCUIT x 6�-0-. TYPICAL LOOP ♦ , -4" DIA GALV SCHEDULE 40 PIPE CONDUIT LEGEND SET '—` PLUMB W/ 5" DIA x 114" CAP PLATE ,---; TRAFFIC CONTROLLER TYR !I POWERFROM O O 114 n o V8" NEOPRENE PAD E I ENS 1 6"x 10'x 112" GALV PLATE WI (4) ry 114" "- DIA STAINLESS STEEL EXPANSION APM ANCHORS W!4 314" EMBEDMENT PAINT VERT 1-30A, 12OV, 240OW CIRCUIT FACE AND 6" OF COVE SEALANT ALL AROUND PLATE HORIZ FACE 1 -30A, 120V, 2400W CIRCUIT TRAFFIC TOP OF CURB OR ISLAND YELLOW TYPICAL i" VOICE COMMUNICATION CONDUIT TO MAIN ISLAND CONSTRUCTION 3 4" PER C8 DETAIL XWX-XXX PAVEMENT C9 e, 1 PARCS DATA FROM FACILITY MANAGEMENT SYSTEM RAKE SLAB SURFACE FOR BOND NOTES: 1. PAINT ENTIRE PIPE BOLLARD ASSEMBLY TRAFFIC YELLOW. 2. PARCS VENDOR AND GENERAL CONTRACTOR TO COORDINATE FINAL LOCATION OF PIPE BOLLARD WITH EQUIPMENT ACCESS REQUIREMENTS. 3. IF SLIP FORM CURB PROPOSED, CONTACT WALKER PROJECT MANAGER FOR ALTERNATE DETAIL. "• :• �� i S 1. GENERAL CONTRACTOR SHALL COORDINATE SLAB REINFORCEMENT BOOTH PLACEMENT AND THRESHOLD ELEVATION. THE BOOTH SHALL BE SET LEVEL AND THE THRESHOLD SHALL MEET ADDAG 4.13.81 ADA GUIDELINES. 2. DRAWINGS ARE SCHEMATIC DIAGRAMS. PARCS CONTRACTOR TO COORDINATE FINAL CONDUIT QUANTITIES, SIZES, LOCATION OF CONDUIT STUB UPS, PROTECTIVE BOLLARDS, AND EQUIPMENT MOUNTING LOCATIONS. CTRICAL NOT 1, ALL EXPOSED CONDUIT TO BE RIGID HOT DIPPED GALVANIZED. 2. SEE EQUIPMENT LEGEND FOR POWER REQUIREMENTS. 3. COORDINATE WITH CIVIL AND ELECTRICAL DRAWINGS FOR POWER SUPPLY AND DATA LINE INTERFACES. 4. POWER AND COMMUNICATIONS SHALL BE ROUTED IN SEPARATE CONDUITS. VOLTAGE DROP SHALL BE LESS THAN 3%. CONDUITS AND CONDUCTORS SHALL BE SIZED PER THE NATIONAL ELECTRICAL CODE REQUIREMENTS. CONSULT ELECTRICAL ENGINEER FOR DETAILS, EQUIPMENT LEGEND DESIGN NOTES: (TO BE REMOVED FROM DRAWING) 1. EQUIPMENT LOADS SHOWN ARE BASED ON TYPICAL EQUIPMENT. PROJECT ENGINEER TO VERIFY LOADS DURING DESIGN AND SHOP DRAWING PHASE. PROVIDE SEPARATE ELECTRICAL CIRCUIT FOR EACH GATE, ENS, EXS, APM AND PIL, ELECTRICAL ENGINEER TO DETERMINE TOTAL LOAD FOR FINAL PARCS LAYOUT. mm �-- SAWCUT PAVEMENT 114" WIDE BY I- DEEP. E INSTALL 4 TURNS OF 16 -GAUGE XLPE SINGLE 16 -GAUGE XLPE TWISTED CONDUCTOR WIRE. FILL SLOT WITH 3M CONDUCTOR WIRES TO LOOP DETECTOR LOOP SEALANT OR AN APPROVED DETECTOR UNIT IN 3.4" RIGID EQUIVALENT. STEEL CONDUIT. NOTES. A. VERIFY SIZE OF LOOP, SIZE OF WIRE AND NUMBER OF TURNS AND NUMBER OF TWISTS PER FOOT IN LOOP LEADS WITH DETECTOR SUPPLIER BEFORE INSTALLATION. B. LOOP LEAD RUNS SHALL HAVE (4) TWISTS PER FOOT AND ARE LIMITED TO 100 FEET. C. LOOP AND LOOP LEADS SHALL BE LOCATED AT LEAST 16" FROM ANY ELECTRICAL POWER SERVICE OR RUNS, AND STEEL REINFORCING IF POSSIBLE, D. LOOP LEADS SHALL BE IN SEPARATE RIGID STEEL CONDUIT BETWEEN LOOP AND DETECTOR. IT MUST NOT SHARE CONDUIT WITH OTHER WIRING OR LEADS FROM OTHER LOOPS. E. LOOP AND LOOP LEAD WIRE SHALL BE 16 -GAUGE XLPE CONDUCTOR STRANDED WIRE, ALL WIRE TO BE CONTINUOUS WITHOUT SPLICES. F. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. EQUIPMENT LEGEND EQUIPMENT DEFINITION AG AUTOMATIC GATE ..__..,_ 1-30A, 12OV, 240OW CIRCUIT x 6�-0-. TYPICAL LOOP ♦ ISLAND PROTECTIVE BOLLARD CONDUIT LEGEND LOT FULL SIGN '—` POWERFROM ,---; TRAFFIC CONTROLLER POWER FEEDER, ONE 120V CIRCUIT FROM POWER SOURCE POWERFROM CRU CARD READERfINTERCOM POWER CIS FROM GATEBOOTH E I ENS 1 ENTRANCE STATION ry 1-30A, 120V, 2400W CIRCUIT C2 AUTOMATED PAY APM MACHINEANTERCOM 1" 1-30A, 12OV, 240OW CIRCUIT C4 PAY IN LANE MACHINEANTERCOM PIL J 1 -30A, 120V, 2400W CIRCUIT CONDUIT LEGEND DESIGN NOTES. (TO BE REMOVED FROM DRAWING) Cl, CIA, Ci B, CIC AND C3: I, CONDUIT AND CONDUCTORS MAY NEED TO BE INCREASED IF VOLTAGE DROP EXCEEDS 3%. 2. POWER GATE FROM PANEL IN BOOTH. IT MAY BE PREFERABLE TO FEED GATES OR MULTIPLE GATES OVER 20U WITH 480V AND A LOCAL STEP DOWN TRANSFORMER. CONSULT PROJECT ELECTRICAL ENGINEER. C2: I . ADDITIONAL CONDUITS MAY BE NEEDED FOR CCTV, SECURITY OR FIRE ALARM. 2. MAY BE MORE EFFICIENT TO FEED MULTIPLE BOOTHS FROM I FEEDER CIRCUIT FROM POWER PANEL. ENGINEER NEEDS TO INVESTIGATE. ALL CONDUITS SHALL BE SIZED PER NEC REQUIREMENTS. C6: 1. 1 TO 6 INTERCOMS WILL NEED 1', 7+ WILL NEED TO BE INVESTIGATED. CONDUITS SHALL BE SIZED PER NEC REQUIREMENTS. CONDUIT CAN BE DELETED IF INTERCOM IS VOIP. CONSULT PROJECT ELECTRICAL ENGINEER. C7: 1. ADDITIONAL CONDUITS MAY BE NEEDED FOR CCTV, SECURITY OR FIRE ALARM. ROUTE CCN IN SEPARATE CONDUIT IF REQUIRED. C9: i. 1112" FOR 2-4 PERIPHERALS 5+ WILL NEED TO BE INVESTIGATED. CONDUITS SHALL BE SIZED PER NEC REQUIREMENTS. CONDUIT LEGEND DESIGNATION SIZE DEFINITION Ci 1' POWER FEEDER, ONE 120V CIRCUIT FROM POWER SOURCE CIA i" POWER FEEDER. TWO 120V CIRCUITS FROM POWER SOURCE CIS 1 112" POWER FEEDER. FOUR 120V CIRCUITS FROM POWER SOURCE CIC 2" POWER FEEDER, EIGHT 120V CIRCUITS FROM POWER SOURCE C2 1" POWER CONDUIT C3 1" POWER FEEDER, ONE 208V CIRCUIT FROM POWER SOURCE C4 34" RIGID STEEL (UNDERGROUND CAN BE PVC) C5 3/4" RIGID STEEL LOOP LEAD C6 i" VOICE COMMUNICATION CONDUIT TO MAIN C7 1 112" VOICE COMMUNICATION TO MAIN COMMUNICATION INTERFACE C8 1" PARCS DATA C9 1 112" 1 PARCS DATA FROM FACILITY MANAGEMENT SYSTEM CONDUIT LEGEND DESIGN NOTES. (TO BE REMOVED FROM DRAWING) Cl, CIA, Ci B, CIC AND C3: I, CONDUIT AND CONDUCTORS MAY NEED TO BE INCREASED IF VOLTAGE DROP EXCEEDS 3%. 2. POWER GATE FROM PANEL IN BOOTH. IT MAY BE PREFERABLE TO FEED GATES OR MULTIPLE GATES OVER 20U WITH 480V AND A LOCAL STEP DOWN TRANSFORMER. CONSULT PROJECT ELECTRICAL ENGINEER. C2: I . ADDITIONAL CONDUITS MAY BE NEEDED FOR CCTV, SECURITY OR FIRE ALARM. 2. MAY BE MORE EFFICIENT TO FEED MULTIPLE BOOTHS FROM I FEEDER CIRCUIT FROM POWER PANEL. ENGINEER NEEDS TO INVESTIGATE. ALL CONDUITS SHALL BE SIZED PER NEC REQUIREMENTS. C6: 1. 1 TO 6 INTERCOMS WILL NEED 1', 7+ WILL NEED TO BE INVESTIGATED. CONDUITS SHALL BE SIZED PER NEC REQUIREMENTS. CONDUIT CAN BE DELETED IF INTERCOM IS VOIP. CONSULT PROJECT ELECTRICAL ENGINEER. C7: 1. ADDITIONAL CONDUITS MAY BE NEEDED FOR CCTV, SECURITY OR FIRE ALARM. ROUTE CCN IN SEPARATE CONDUIT IF REQUIRED. C9: i. 1112" FOR 2-4 PERIPHERALS 5+ WILL NEED TO BE INVESTIGATED. CONDUITS SHALL BE SIZED PER NEC REQUIREMENTS. ARCHITECT OF RECORD t—. -n Marson FC 221 East cAkIp 6t' -k SWm 303 b- Q- It F 52246 ,,1 ` a10 8:h Awnuo t Salle 209 Ocs VovMs. Irnva 50309 T 515.339.i— CONSULTANTS IN IN r OUT OUT CIC— .,..ISI -- LOCATE AND MOUNT LES PER 09""t ...... _.... 9 C2 -" PROJECT REQUIREMENTS, -.....-0 iC. SS C8 TO ....... I} i �.r TYPICAL FOR (2) LOCATIONS � C2......q ..-- O OPTIONAL TC .. �. LOCATION, TYPICAL _ _" LFS' ,_________._ LFS _________ �. FOR (4) LOCATIONS (SEE DESIGN NOTE 2) C2 IG 3 r C21 I Ci tP { '- Z • 19 AG _- D C5 AG .- - -� P C5 • I ♦ �.1 1 C8 I -o 1, i 'C I1 1 ---�--- o-. .. c2 - __ i I 13 I i f `R ----- �� I ql it .----------- i 1t • o.. Fi C8 • o-- r i G2 I «.� _ .. _. I r-�----------- IB i ....... 1..._.ENS C8 I ._ ... . I _. ENS" i 6_ f C _ — c8 "d- I C6 B I CZ _J._.. -ag tr C6: I i C2 - 4 . __. i t 6 C 1 fCR11• �L.li.____-______a GR`d I 1 1 1• ._ 1 .___________- ?, C7, i.....i I 1 i m. ,. _ _ PIL I 1 I i..... PIL II i I I i ________ Q C7 I AI Ell I 1 ______ 1 • ... CRU -? CRU -'i1 f1 11 C6 i ,i Lt___ -------•.,. i C8 G2 �I-- 0 1. C6 CB v _. C2 'a '` t i C2_.. -0 CB'___________, ? ._...... C6 --2 i q C5 'SSI • a • ,.___-_-____.C5 I �. _,. __ """"---"'gib"" AG `___________E:AG �-b-__- ..� ___-______, G2 C ts- __________ ss .. TG.... ii _TC EQUIPMENT DIMENSIONS FOR CENTER N 0 B5 LANE ARE SAME AS OUTER LANES. ENTRY/EXIT STATION DETAIL ARCHITECT OF RECORD t—. -n Marson FC 221 East cAkIp 6t' -k SWm 303 b- Q- It F 52246 , T 319.338. (818 a10 8:h Awnuo t Salle 209 Ocs VovMs. Irnva 50309 T 515.339.i— CONSULTANTS Nia&a P.khg C—W.— F '9— 1660 Mghwey 100.9ou'Ji, Suite 424 fJ apoN,MN 55416 T 9S2.S95.91l6 W. Z O U) Z O x Z z a tT > .ewdd::yD WW 't) 71,l PRWECT NAME HARRISON STREET PARKING RAMP PROJECT,— 213x2200 ISSUE nNN MGNSav iaimssmry by Na mm.nM.uu.n PC s PatiiAlocw.nn,l ercnlcr. PRELIMINARY NOT FOR CONSTRUCTION SHEET NAME PARCS EQUIPMENT SHEEP NUMBER AG -602 MAINaumann M�vrsnn MATERIAL SYMBOLS LIST OF ABBREVIATIONS REFERENCE o3 0 30c, Ol DIP cl NC INDICATIONS T.1 -fl RIGID INSULATIONU11.1-1-1—FICATION @_ AT G GAGE AL , ALTERNATIVE H.M. HOLLO,,lV METN SM h' -PT 'N— AF.'. ABOVE FINISHED F!, OOR NORIZ lif)RIZONTAill SEJ BRICK EXPANSION JOINT JT JOIN- SHEET ','I H E R E SHOWN 'GENERAL FILL STEEL SKITSENT L 'Iry 1-ONG WAY 1 Bf SOTT -MOF MAX MAXIMUM DETAIL "B 522,1, BRNG SEARING MIN MINIMUM z ci CONTROi I JOINT MIRR MIRRORED ELEVATION IDENTIFICATION U) C CENTERLINEMTE MEAL C EIIANG N7ki Not, INA 'B UNDISTURBED PLl^6i00D EARTH cR CLEARir O.0 ON CENTER UININ 00 OUTSIDE DIAMETER conk, CONCRETE-- OPP OPPOS TFSHEET WHERE SHCVl,'N DEL DOUBLE FTo FAINTED I Ref Z DIA DIAMETER REF REFERENCE GRANULAR DRAINAGE FF GROUP 110 AUTO DOOR OPERATOR BE iR REFRIGERATOR EA EACH REINF REINFORCEMENT ELEVATION �D C= El EO, ELECTRIC 1401D OPEN SIM S MILAR SECTION IDENTIFICATION LAJ EA. EXP SIGN JOINT S S. STA114LESS STEEL EL E i E`AAT ON S'D STANDARD Sim EQ EQUAL BUS SUSPENDED Al GRAMJLARSTRIJITLIRAI FILL BRICK EX� P EXPANSION T&B TOP AND A-10; OF FEC FIRE INGUISHER CABINET T.O. TO OF S.EEI WHERE SHQVN F.F. FINISHED FLOOR T.0,M. TOP OF MASONRY FLR FLOOR TYP'YPIC AL FTG FDOTING VEP.: VFRTICAll WALL SECTION CONCRETE CONCRETE MASONRY UNIT W; WITH SECTION IDENTIFICATION Sim GypsufSim SAND Al Al GENERAL NOTES A -10 A-101 1 SHEET WHERE SHOWN I. BUILDING INSULATION ENVELOPE SHN - BE CONTINUOUS AND UNBROKEN. WOOD BLOCKING WOOD SHIMVOJS AT WA� - I - OPENINGS AT DOORS, AND LOUVERS, WALL BUILDING SECTION AND WAL � INTERSECA�INDOWS IONS WITH ROOFS, Slih-11 I moi INTERSECTIOBE NST PERMITTED, 2 BUILDING AIR BARRIER ENVELOPE SHAT . I BF CONTINUOUS AND UNBROKEN It VOIDS AT WALL OPENINGS AT DOORS, WINDOWS AND LOUVERS. WALL INTERSECTIONS. AND WALL INTERSECTIONS WITH ROOFS. SHA L N&BE PERMRED. WALL TYPE 3. A; L 114 -ERROR WALLS L EXTEND 70 THE ROOF DECK UNLESS SPECIFICA1 LY NOTED OTHERWISE, 4. SEAL TOPS OF INTERIOR WALLS W17 H ROCK WOOL SOUND INSULATION AS 1132A REQUIRED TO PREVENT TRANSFER OF SOUND BETWEEN ROOMS, Au.ENT RiORWAI -B ARE WNU TYPE "Gl" 'UNLESS NOTED OTHERWISE DOOR NUMBER S. SEAL XIFL P&NET"I IONS THROUGH INTERIOR PARTITIONS AND SECOND FLOOR SLAB WITH SOUND SEALANT. 10 WINDOW TAG ADDENDUM TAG N.m. '%* El—t— ELEVATIONS R— __-- ROOM NAME iol -ROOM NUMBER ROOM INDENTIFICATION - AWI SERIES NOTE - DEPTH HEIGHT IS TO BOTTOM 24'7 23'x` HEIGHT OF COUNTER, ADD WIDTH COUTNER THICKNESS ;�GR AWE CASEWORK TAG OP OF COUNTER I— HEIGHT m WALL TYPES JC2 7 042000; CMU x x X m MCHITEC I OF RCGQRD Fc 221E Cllftpl st—, a llte cl, o3 0 30c, Ol DIP cl NC m WALL TYPES JC2 7 042000; CMU x x X m MCHITEC I OF RCGQRD Fc 221E Cllftpl st—, a llte cl, o3 CONSULTANTS ��'� P,91-1 as lM, 55! 16 *2.�kW6 -PT 'N— C'0 E"i— Ary "B 522,1, z 0 U) z z Z ZAP �D C= LAJ z PRWI— — HARRISON STREET PARKING FACILITY OWNER CITY OF IOWA CITY Em'."q.. C,y, ase (, FROJEU NO. 5� E06 ISSUE SHEET NUMBER A-001 I 0 axcwr� 'z or ftEi:aRP 1 ii PRWEM NME HARRISON STREET PARKING FACILITY NORTH TIER 2 - OVERALL yll�l A3 116, -- l'-17 �17 5 TIER 1 - OVERALL AINC- 1 -0, AA,5 B C LTi ARC%1'EC I OF RECORD S Nrumxrtn Mmisrxt PG sw v ""�\ E N � ... B,8 ... .... T �c L h�+G1C'uf jj I.INSUC'rAWS 0� Fxrftinp c—l.. .-M—i En9intt: �\ O W k rl qC. s MN S?�.iB ?52.SF5.91if, "117 MEPF Eiq}Ineer C \�� eagn EnQlfKrtl6 EFYIt FreIrtA VIeW ..e 9lN ixtl0f 13xiiId9, lA i1AL�- Civil ENI - � FRWECT NO. �J.09R 283, 1rxh'-U. < 1 i — J >r:f 3 i � DAi E DESCRIPTION 1 !1 _f 2u"x r CON 5TR.UC7ION omumi:NI9 1 I 1-13 t 1 i n. U yr rj r jij ;_ ____- PRELIMINARY Gq A.262 NUT FOR CUNSTRJCT30N .... O� TIER 3 AND TIER 4 FLO®R PLANS FROJE-1 NAME HARRISON STREET PARKING FACILITY NORTH I TIER 4 - OVERALL ^1 TiER 3 - OVERALL SHEET NUMBER r 3u l KEY PLAN ... B,8 ... .... T g 1 OWNER t _ CITY OF IOWA CITY ` � � FRWECT NO. �J.09R 1 i ISSUE 3 i � DAi E DESCRIPTION 1 !1 _f 2u"x r CON 5TR.UC7ION omumi:NI9 1 I 1-13 t 1 i n. U yr rj r jij ;_ ____- PRELIMINARY Gq A.262 NUT FOR CUNSTRJCT30N .... j SHEET NAM€ TIER 3 AND TIER 4 FLO®R PLANS TIER 4 - OVERALL ^1 TiER 3 - OVERALL SHEET NUMBER �A: A,5 B' c� 1 1.03 .., 'I A-201 A A.5 c A-311 TIER 6 - OVERALL ylli�l A3 viv=ry 7r TIER 5 - OVERALL A5116-1,41, 7r d d d d rj i A CMEC I OF RECORD Ic 522 1� F.8 �OWl OUNSWANTS ..Mc M, h 31x MN MEPT Erg}— o"', EWinccrs z, 1w, .W Ei— mry VonhFzle —G. 2fi z 0 U) z 0 x z z WWI-, w z PRDOD�.-E HARRISON STREET PARKING FACILITY NORTH KEY PLAN —ER CITY OF IOWA CITY PROJECT NO. i; o66 ISiUE DATE DESCRJPWN t%C0N5TRUCTl-D0lUW PRELIMINARY NOT FOR CONSTRUCTION SMEi "ME TIER 5 AND TIER 6 FLOOR PLANS A-103 Keynote Legend 042000-10 04 20003 THIN BRICK VENEER 051200-02 05 1200, 1/4- BENT PLATE, GALV- 07 1800-03 07 1900: TRAFFIC COATING 074218 07 4218, PERF METAL WALL PANEL 1084413-03 08 4413: GLAZED AL CURTAIN WALL I 2 A.5 A C B A,5 A 08 4413-03, 074218 08 4113133 ROOF744 744' ,s'- 8,1PAN 9 7!8' ROCIF A6 A-203- _0 wEL P - -- ----- ,�R L t i'TH TIER 740'- 6' gi 7TH A�r 735 - - - - - D,.,r WIE." 6 H TIER `T"71 73U 4- yam.4' 6TH TER + 777 7,K F- QMI eIlm. a; 72 4- d,i51. TIER IV 729 - 0' STH TIE R Hm� 72" ID ly in Lu LIU: 7 1557H z ATH TIER 4TI 4 TIER 7q- 3" x CW2; slam: Z11 od 4TH AgV < , 0�1 ,�J 3RD71ER -4' M---------- 3RP TIER 6'99 - 4' LrT - - ---------- 3R4 (COWMISSIONED 'j-OPANIISSIRTJ ONED RE ART A 2ND TIER 2ND TIER A,L,____________________----- CONDOMINIUMS 04 20M, ELEVATION WEST (WITHOUT PANELS) C2 3!32-1*0, ELEVATION NORTH (WITHOUT PANELS) C3 3132- V-0" OVERALL NORTH C43132- V-0" 2 --.07 180"3 3 A. A4 A-203 6 7 9 ROOF 744; - 9 718^ 7TH TIER 7-ni 7 6TH TIER 7 �O� 4� 5TH TIER All 720. - 1- 5TH -C' 4-, H TIER 4TH 7 �4 1 3RD TIER b'99'- 4' 3RD 693'-4' 2ND TI A ER - T MCIRICCI OF RECORD ?A— PC 22, "'o, —9 7 11 IKI u CO. ULE*J$ P—N c—,.Pv siImIMural &Ig— ,— "—p c—,-, 1690, 1,qI—y11,I MEPT ENI— D,.,r WIE." -'SW R T, 'A �,- "0, 'w'', QMI eIlm. 28Y� Nwhg�- D, z V 4F z 0 x z < , 0�1 C= LrT P..ECT NAME HARRISON STREET PARKING FACILITY NORTH KEY PLA WMER CITY OF IOWA CITY PROQECTW 13— I..E DAIE OESCMPTI:�_ H2112E41 CONSTPUCTION DDCUMENTS PRELIMINARY NOT FOR CONSTRUCTION SHEInw& EXTERIOR ELEVATIONS SH M NUMBER A-201 13 A 0 0 A . 13 OVERALL . . ..... EAST A2 12 1 T Keynote Legend 084413-03 084453; GLAZED AL CURTAIN WALL 101400 *Signage HIGH ROOF Na-- PA- PC 12 � sil- 311x 121 52' �O C. I p. 41 '7 319 _Q�, f876 u yy 744' 9 70 CONSULIAWS 7TH TIES V.EPT Ed- 7TH 735 - 1" 750 1 7W ciWE'Ni— 67H TIER -or 7 NO, TH 1, 7"� - 4" STH TIER 72rj'- T 5TH lop, z rH TIER, z 0'' 4TH, 704 * 7TH TIER W 3RD 4' monk "fit fi *NNW 2ND TIER 688'-0"r. _IF 2ND/ qu 7TH FIRST TIER ....... ... ..... 676' - 8" A 0 0 A . 13 OVERALL . . ..... EAST A2 12 1 T Keynote Legend 084413-03 084453; GLAZED AL CURTAIN WALL 101400 *Signage OVERALL - SOUTH 10 7 6 5r 4 CHAIN LINKED FET<�ING FIRST 7!ER_�v 6761 a, M(;H)E(; I OF RECORD A Na-- PA- PC 12 � sil- 311x 121 52' �O A.4 B B,9 c 319 _Q�, f876 u 084413,03• CONSULIAWS HIGH ROOF V.EPT Ed- 750 1 7W ciWE'Ni— LOW ROOF 746 5 7,7 744-4 718' z z 0'' 0 * 7TH TIER W S monk "fit fi *NNW mT cn qu 7TH ....... ... ..... ---------------- - ------------ 6THTIER 730'- 4' 6TH 725'- 4" 5TH TIER 720 a" 5TH j -,NOTE: COORDINATE OPENINGS 4T HTIER A IN CMU NTH CONDO PROJECT 709' 8" 4TI C4! 7 1 3RD TIER ♦69'. 4, 2ND TIER 1 01400 A-203 2ND 682 0' FUTURE CONDOMINIUMS FIRST TIER cim 87, OVERALL - SOUTH 10 7 6 5r 4 CHAIN LINKED FET<�ING FIRST 7!ER_�v 6761 a, M(;H)E(; I OF RECORD Na-- PA- PC 12 � sil- 311x 121 52' �O 319 _Q�, f876 u w CONSULIAWS V.EPT Ed- 6- P ciWE'Ni— z z 0'' 0 * < m ear W S monk "fit fi *NNW mT cn NORTH KEY PLAN OWNER CITY OF IOWA CITY PROJECT NO 1:•.CCF, ISSUE DAIS CI:SC.111_ H2620.11 IS PRELIMINARY NOT FOR CONSTRUCTION SHEET NVMBER A-202 1, (17 4213; MTL WNLL PANEL ELEVATION - METAL WALL PANELS El 4 (1 PANEL FOLDOUT C1X4---1.'1. 4 B2 Plan Detail ,N'= V-0' Panel ISO Al I ELEVA E214- --- V-0- - TRANSFORMER ENCLOSURE - (INTERIOR) . .. . ....... ............ .. .. A {EXTERIOR} PANELCONFIGURATIOND2 - I' .: 1'-(r 4 ?4 0 5 FQ c, R, -'71 888 8 88 88888 eS gg .... agj 7 -ie 888$4°a8• 8giani I L q .88 6. 88888 88%8 gai «8888 e 8«8888888 j88 a 8g g,4 03, 7 884 881 861 8888«RM% I lag gal MUNI ENO 8. 11 88 48.8.888. 8g g 818844• L fi 1184 8.81 "Iffli14 4 444 '7 1 8. ms :%g 108 8888 gg. Yx pp Pa g mo --ij84848888 ! 88888 8888888 i 788 $ 0 88884 x488 884 . 8888 al el R° 88888' 7g- ! 1111 I i . iN 4.848N JRg R88388 umil li! mu 688 S8g«888 «88 e ego :7 g8 e 8888°88%8 - 188 8 88888 88 88%8888 .688884.00 HIM, 8188888 8°884.8^8881 f 6 3NOR R 13 ELEVATION - TRANSFORMER ENCLOSURE - WEST E4 144°-,,, fe 8a k g °,ga 888888 81 886 4 aa.G <8l 4888888$ .al 88888«g8: 881 . By w R. B5.881 °8g8ea .; I 1111 rr% NN Yt 4E 48 4666«8488. xagx la W,888Lae w Ift.im 188i : R W E z jo YQ ie «84844 sg«8884,4 881 iM HMBl R 88884°4i 881881«888°4, 8888888°a651 522" 4 (1 PANEL FOLDOUT C1X4---1.'1. 4 B2 Plan Detail ,N'= V-0' Panel ISO Al I ELEVA E214- --- V-0- - TRANSFORMER ENCLOSURE - (INTERIOR) . .. . ....... ............ .. .. A {EXTERIOR} PANELCONFIGURATIOND2 - I' .: 1'-(r 4 ?4 0 5 FQ c, R, -'71 888 8 88 88888 eS gg .... agj 7 -ie 888$4°a8• 8giani I L q .88 6. 88888 88%8 gai «8888 e 8«8888888 j88 a 8g g,4 03, 7 884 881 861 8888«RM% I lag gal MUNI ENO 8. 11 88 48.8.888. 8g g 818844• L fi 1184 8.81 "Iffli14 4 444 '7 1 8. ms :%g 108 8888 gg. Yx pp Pa g mo --ij84848888 ! 88888 8888888 i 788 $ 0 88884 x488 884 . 8888 al el R° 88888' 7g- ! 1111 I i . iN 4.848N JRg R88388 umil li! mu 688 S8g«888 «88 e ego :7 g8 e 8888°88%8 - 188 8 88888 88 88%8888 .688884.00 HIM, 8188888 8°884.8^8881 f 6 3NOR R 13 ELEVATION - TRANSFORMER ENCLOSURE - WEST E4 144°-,,, �i c FU7URE ENLARGED PLAN @ PANEL GROUP "A" - LVL 3&5 D61W = V-0' c 3 4 FUTURE ENLARGED PLAN @ PANEL GROUP "C" -LVL 4&6 C6 114' -: V -C' c 074218:PERF MEIN WAU PANEL --- 05 12013, 1!4" RENT PLATE. GALV. I fe 8a k g °,ga 888888 81 886 4 aa.G <8l 4888888$ .al 88888«g8: 881 . By w R. B5.881 °8g8ea .; 888 m m -.0. '10' 8�g8 g8 rr% NN Yt 4E 48 4666«8488. xagx la W,888Lae w �i c FU7URE ENLARGED PLAN @ PANEL GROUP "A" - LVL 3&5 D61W = V-0' c 3 4 FUTURE ENLARGED PLAN @ PANEL GROUP "C" -LVL 4&6 C6 114' -: V -C' c 074218:PERF MEIN WAU PANEL --- 05 12013, 1!4" RENT PLATE. GALV. I fe 8a k g °,ga 888888 81 886 88 88 eg 88$•88888 .41 gsI <8l 4888888$ .al 88888«g8: 881 . By w R. B5.881 °8g8ea .; 888 m m -.0. '10' 8�g8 g8 888 NN Yt 4E 48 4666«8488. xagx la W,888Lae w Ift.im 188i : R W E z oo11tofu v HH1888 R* Haxt"8888848 «888 0 U_ YQ ie «84844 sg«8884,4 881 iM HMBl R 88884°4i 881881«888°4, 8888888°a651 522" z 0 ggl z 0 2 MIX Y�mmimm C= r"I'lorm- Og6)N IAJ 8Sa z 88S 88888888' '81 g8g8 4oa8' + 8448 pg. 8448 % el ",%888881 88E 8888 888`8 4g 4 081 88488 I8881 18 8 888 8gg8g8g8gxxi 1144 gei egjN 84&88 88j 881 ei i8 4.488 w.— 888888 e° 18 S--R;-8 .88 gal i 8884888 14 xei 8p8=8888.8` a a 8 88886 1888` 61 a axxaxg loo MNHMg414881 sa 6i xHN. V ......88808081418.88080 ow- 8. �i c FU7URE ENLARGED PLAN @ PANEL GROUP "A" - LVL 3&5 D61W = V-0' c 3 4 FUTURE ENLARGED PLAN @ PANEL GROUP "C" -LVL 4&6 C6 114' -: V -C' c 074218:PERF MEIN WAU PANEL --- 05 12013, 1!4" RENT PLATE. GALV. I PROJEMN"E HARRISON STREET PARKING FACILITY NORTH KEY PLAN OWNER CITY OF IOWA CITY caz PRaEc N6 ISSUE WE JESCWPIION r �PRELIMINARY NNOTFR' CONSTRUCTION SM. — ENLARGED E-LLFWXPWIIS-Aa' PLANS @ PANEL GROUPS I ELEVATION @ PANEL GROUP "A" ELEVATION @ PANEL GROUP "B" ELEVATION @ PANEL GROUP "C" A2 A4 14- A6 A-203 188 eai >81 8888 il,11-11-1,1 I �qqmq i".% Hil81l et e 158 88 88 Lory Z p Moll, 0011-00, 100010 1101001888 8 gakSgsg,miol �88 88I 001,11 m88884°a 4 g„ 888888 148 888jly-niq 88188 OR -1 a$i-110"a°g'oYa"1 m m -.0. '10' 8�g8 g8 888 NN Yt 4E 48 4666«8488. xagx la W,888Lae w Ift.im 188i : R W k as A. ' z oo11tofu v HH1888 R* Haxt"8888848 «888 0 U_ YQ ie «84844 sg«8884,4 881 iM HMBl R 88884°4i 881881«888°4, 8888888°a651 PROJEMN"E HARRISON STREET PARKING FACILITY NORTH KEY PLAN OWNER CITY OF IOWA CITY caz PRaEc N6 ISSUE WE JESCWPIION r �PRELIMINARY NNOTFR' CONSTRUCTION SM. — ENLARGED E-LLFWXPWIIS-Aa' PLANS @ PANEL GROUPS I ELEVATION @ PANEL GROUP "A" ELEVATION @ PANEL GROUP "B" ELEVATION @ PANEL GROUP "C" A2 A4 14- A6 A-203 U) Lory ?5sS1:9 ]A00 CONSULTANTS hu ft.Gacu— -- engineer Mum X NN Yt ,MEPT 'Ml— u c-, — cNi, E,4— S"!,�,H.u-. 522" z 0 0 z 0 2 MIX Y�mmimm C= r"I'lorm- IAJ z PROJEMN"E HARRISON STREET PARKING FACILITY NORTH KEY PLAN OWNER CITY OF IOWA CITY caz PRaEc N6 ISSUE WE JESCWPIION r �PRELIMINARY NNOTFR' CONSTRUCTION SM. — ENLARGED E-LLFWXPWIIS-Aa' PLANS @ PANEL GROUPS I ELEVATION @ PANEL GROUP "A" ELEVATION @ PANEL GROUP "B" ELEVATION @ PANEL GROUP "C" A2 A4 14- A6 A-203 I 0 CURTAIN WALL TYPES ARCHTEC I OF RECORD W. '-- .-- PC 122 '1001 CONSULTANTS mom 2 53,4 3 3 ,D' 1-cl-i 'l, z 0 U) z 0 2 r Z _CW2_ _CW3 CURTAIN WALL TYPES ARCHTEC I OF RECORD W. '-- .-- PC 122 '1001 CONSULTANTS mom V1.1kr RaM.Pg C--- tw F'ili6 KEPT EMirccr ,D' 1-cl-i 'l, z 0 U) z 0 2 r Z PROJECI NAME HARRISON STREET PARKING FACILITY NORTH -CM GW7 ED KEY PLAN OWNER CITY OF IOWA CITY ISSUE DATE 1126,20;1 PRELIMINARY NOT FOR CONSTRUCTION Sllr.m -.0 CURTAIN WALL AND STOREFRONT TYPES SHEETNUMBER A-205 A AA HIGH 750' � (IMI RO-F t, '74C' 5 7,8' 744! 9'7'�," TERb,_Soi L 35' 5 718' 'rER 5 fS'3U'H o, 72,i* 17181 TER 4 fSOLITI it q_ 71�' 97,8' TER 3 S(' UTH) 7144 - 5 718' TIER2 C�OuTH) At_ 693'- 1 V8* TIER I jSCVTH)A.- 681' 97,1' 1 EM SECTION @ SOUTH STAIR A5lT OF.C.... Ncurmann Mvmvai PC 3—n-, 1!433E'?8-'8 500 7bui Pa,ki,g C.—ft E,N,Mm, MMMMI i, kil �51 if 01" Erro�r> d4cc z 0 U) z 0 An - Z Lon z PROIEM NAME HARRISON STREET PARKING FACILITY A A A-5 A2 A-311 A4, '(A-. NORTH Of Of 0 n KEY PLAN OMER CITY OF IOWA CITY PROJECT NO 13 -E PRELIMINARY NOT FOR CONSTRUCTION SKEET NAME BUILDING SECTIONS SHEETNUMBER A-211 WALL SECTION WALL SECTION i 05 WALL SECTION ED AL CURTAIN W A-- ONC URT JN',NN-- ONC TRF METAL WAIII PANEL tLA7EON CURTAINIVVAOi lR0OF,IQRTIj)A_ - 744' 97/8-rP.' D4 A-506 07 4218, PERF kIVAL WALL RAI 14 2110CEARLESS TRACT ON B4 A-506 L-1 6 tNORTH) 730,-17"8" L-1 5 (NORTHI 719' 9 718 L-1 4 (NORTHI A4 ,A-506 L.— 3 (NORTH) 6�'qr - I 71F 1, (we' 2 (NORTH! 1) 01L_ 687* 9718' w y A I WALL - l' -T SECTION A6A6 3.a ,D STOVI.EFWJNT METAL'Ov'ALL PANEL I ARG-E.' i OF ti..RD No C'y' 5,2"� F-1 3 J, GONSUEFANTS , 8 u. J. �nz59!, 1 i6l -T Erglnett !A 3*8, iw" Ori Ern7ire. 9 fa z z T� C= PARKING FACILITY NORTH KEY PLAN OWNER CITY OF IOWA CITY PROJECT NO. 1✓_p?5 ISSUE SMEI NAME WALL SECTIONS SHEET -..ER A-301 A ROOF PLAN D2 ,4._10 A A.5 14 2110, GEAR ESS TRAC71ON ELEVATOR "A AS SIXTH TIER FLOOR PLAN N D3 it, - = .,7 0 A A.5 FIFTH - TIE - R I F I LOOR - P - LAN N B3 -1,,W - V -T (D FOURTH TIER FLOOR PLANN FIRST TIER FLOOR PLAN N mAA m AZ114'-= 1--0' 1 — /A,3 1.14' 1 = 1"' 1,4" = !'I)' NORTH U) KEY PLAN O—ER CITY OF IOWA CITY ISSUE GAM DESCMP"� — - PRELIMINARY NOT FOR CONSTRUCTION NORTH STAIR FLOOR PLANS AND SECTIONS A-311 M-- PC 2-0 6CMI NMI w anrzs "SEE z 0 V) z 0 c— 7- C[ NAME ►RRISON STREET LRKING FACILITY NORTH U) KEY PLAN O—ER CITY OF IOWA CITY ISSUE GAM DESCMP"� — - PRELIMINARY NOT FOR CONSTRUCTION NORTH STAIR FLOOR PLANS AND SECTIONS A-311 N/S SECTION @ SOUTH STAIR C2 14" -- 1* -(Y' A4 A.4 I A.4 IIIIIIIIIIMI NORTH 0 . I , KEY PLAN iI OWNER CITY OF IOWA CITY —ut DATE 01MMNION 112620;1 m'," GolamucTION Documn ITS PRELIMINARY NOT FOR CONSTRUCTION SLEW NAME SOUTH STAIR FLOOR PLANS AND SECTIONS --U-SR A-312 �2- I— "XI 4, 1 7='8" ROOF 44'- 9 7,'8' 166", s - 2: , SS- MIM, TIER 6 {SOUTH,'• 735- 5 70 - IL._______.__ - - - - - ROOF PLAN C3 14— 11-0' ER 5 ISOUTH) 725`- 1 7,8' TIER 4 (SOU7111 z ,1i'-9718" 0 TIER 3 (SOU H 704'- 5T U) TER 2 ,SOUTH} I �S LJ z R TIER 1 SOLITH) oL 0 NORTH 0 . I , KEY PLAN iI OWNER CITY OF IOWA CITY —ut DATE 01MMNION 112620;1 m'," GolamucTION Documn ITS PRELIMINARY NOT FOR CONSTRUCTION SLEW NAME SOUTH STAIR FLOOR PLANS AND SECTIONS --U-SR A-312 �2- I— "XI NSULIAWS WMM 166", s - 2: , SS- MIM, z 0 U) z 0 z C= z f um y D WE z wwS—l—L HARRISON STREET PARKING FACILITY NORTH 0 . I , KEY PLAN iI OWNER CITY OF IOWA CITY —ut DATE 01MMNION 112620;1 m'," GolamucTION Documn ITS PRELIMINARY NOT FOR CONSTRUCTION SLEW NAME SOUTH STAIR FLOOR PLANS AND SECTIONS --U-SR A-312 C + + • 4 x 7 4 0 5 4 4 xl_ x X K x x WATER/ x ELEC. ITITELE. SPRINKLER MAINTENANCE Vol 002 00'__'., xC05 x x < X < K x K X X T x ELEV. ----------- A2 ELEV. 7zzzz= x RES. TEL M H CUST. x E. X ACH. AZOI 014 x o0c x >< x x 005A 0058 ------------ 4xw(xx .............. — — ----------- c NORTH KEY PLAN O NER CITY OF IOWA CIT Y MWECT ISSUE ISHEET NUM9ER A-401 2� 1 E,- C611191, --z U T �,F �,N 780C ul 'tel 2 W6 A,-01 c,': E,i—, 0 U) z 0 c= z FR4JE4:f NAME HARRISON STREET PARKING FACILITY c NORTH KEY PLAN O NER CITY OF IOWA CIT Y MWECT ISSUE ISHEET NUM9ER A-401 DUCT PROTECTION PLAN - JOINT (a--) CMU PLAN -JAMB, 4�_OVERHEAD DOOR Al- X_ 3 6-; 9008JT SEALER 064313 Ai: FRAMED PLAN - JAMB @ HOISTWAY ------ PLAN - CW @ DIVIDER 03 30130, CIP CONC 08 4313, AL FRAMED STOREFRONT ARGHFTE0 I OF RECORD 78M CONS—ANTS im, 37 MEFT E,4—. GM, E,4,— cl, z 0 U) z 0 2 z Z dpw "t vw LU lim4wwoli I it -0 zi 0001 NORTH KEY PLAN OWNER CITY OF IOWA CITY �O li9135b6000 PROJECT NO. 131!09 ISSUE DAIE Lscpl". 126201x- CO,14STI-U0,TIONDt)GUM,-- TS PRELIMINARY NOT FOR CONSTRUCTION SHEINAME DETAILS SHEET NUMBER w 0 O 44-1-1 GI ACED?,—CURTAIN 03 PLAN - CW JAMB CcD. SW STAIR HOISTWAY 131-�.-V-ol WALL 07 9005, JT SEALER J. 03 3000: CIP CONC 0 0420M BRICK 484413: Gi AZED AL CURTAIN OVAL L SEALER -3t(lf)CIPCONC PLAN - JAMB @ CW, TIER 2 �8 441 J: GLAZED AL CUR?AIN 'VVAL.l.- 084413; GLAZED AL CUR': AIN , WAU- CIS 3000, CIP CoNc PLAN - CORNIER MULLION 1-8 4413; CILAZE. Al .11R -IN WALL A 'a! 42W PERE METALWN PANEL ME PI-JEE7 �E HARRISON STREET PARKING FACILITY NORTH KEY PLAN W, - CITY OF IOWA CITY ISSUE DATE ..E.PTM 11262CII PRELIMINARY NOT TION SHLE I NAME DETAILS t. E-fllx:�rnutr�c1 I A-502 7 �il �31 Ell MEPT ENI.— U EN11 Errei— z 0 2 z z ri ul D W z PI-JEE7 �E HARRISON STREET PARKING FACILITY NORTH KEY PLAN W, - CITY OF IOWA CITY ISSUE DATE ..E.PTM 11262CII PRELIMINARY NOT TION SHLE I NAME DETAILS t. E-fllx:�rnutr�c1 I A-502