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Remarks1. CoortIooe syslem LJ<S.92TM.2. BaIlIe _ system.3. &.rveydillo-_2OO1.4. lJIi)ies partially inspecIod on silo aid ""'"""- _uliilypnMdoos.5. CadasIriaI WormoIiaa fI1IIEhing--.. "",,_by---6. Rad lines "' ••• .- placed an '"""" """""*'III.__ bjl./ligosGecmelrs".7. BooepoinIs uoed lor......."PaIp.p. Nr.2441 x=30835l'.790. y--501OO1.18I.1r-1Ui118Gpo. Nr.2000 x=309712.9OO, y=501784.140.14O, ~~2.121lGpo. Nr. 2001 ""3O!l677.861. y=501690.006.1F12.132
NOTES:1. FOR AIlOITIOIW. SITE ~ ~lES AT RI:Wl5 _ PAAKINGEOO£,
REF: II\C1.112.
FOR PERIUEIER WAll _ PICKEl FENCE T!PE 1M) REFERENCE TO IlETM.,REF: 52.05
KEYNOTES:(j) CONCRETE ~. FOR _ JOIHIS 1M) DETAILSREF" Cl.ll
@ ASI'IW.T -. FOR DETAILSREF.: C1.11
® CONCRETE_ I£.OIl£R Iif COHCREIE TO ASPIW..T P.wEIIENT CHNG:.REF: E\Cl.11
@ FOR ACCESSIIII.E PNII<Hl -. S1RIPING /oIID DETMS. REF: IlETMS B ...,C\C5.04
@ FOR BASI<E1BoIll.COURT. __ DErNlS. REF: lNIOSCN'E
@ IIOTOIIC\'CI.E _ SPACES
(f) BICm.E RACICS
@ FOR SIIlEM.K P_ DETMS. REF: E\C5.04
® ••PARKINGLOTS. STRIPING SHALl. BE 100 WIllE. .m: COH11NUOIJS
@ PAVERS HfADER AT ASPHAlT PAI/EIoIENT.FOR DETAILSREF: L\Cl.ll
§ SAW cur EXISDIG PAVENENTPRIOR TO COHSTRIJCIIHG PIOIERS H£AllER •• ENTRANCEDRIVE
@ CONCRETE PAVEWEIITHEADERIJ SERVICE ENIRY. REF: E\C1.11
LEGEND
(§ BACI<OF CURB OR EDGE OF CURIll£SS PAI/EIoIENT
@) _ POeITS ~TES
@) PERIt.IElER WAll COORDINATESAT OUTSIDEOF COHCRE1E FACE
<z> PERIt.IElER FENCE-REF: FENCE OETMS FOR HIlAtZCNTAL...- POINT
@) Hf.W 0fFICf: 1lUUlING. ~ Iif aNTERIJNE Of COl.lMI
<@) IIAIN COW'OUND ACCESS COHmIll.. COORIlIIATES IJ OUTSIOE CORNER Of IIIJlC WAll
@) SERVICE COY'OIJNO ACCESS CONIROI.. COORIlIIATES AT OUTSIOE CORNER OF BlIlG ~
@) GENERIILSER'IICel OFFICE
® KEY NOlES
~ SNUTARYOR S'JORU STRUCTlJRENUIIIlERS
~ INLET
--- PROPERTY UNE
UIIITS OF COHS1RUCIION
lREE ~ NI£A. lREE PROTEC11OHfENCE
COORDINATE TABlE (PROJECT C()()RI)IfMTES)
Co illtls-; IX2 1:400 I~ I~TEIT~.er~~TES) 11.._ I~TE,TAillE(~~TES) I!;-~!~~;~!~~d~~~=~SITE AND DIMENSIONAL CONTROL PLAN
SBU
COORlltNATE TABlE (PROJECT COORIltNATES) COORDINATE TABlE (PROJECTC()()RI)IfMTES)NO. EASTING ~ 0ESCRIPl10N NO. EASTlNG NORTHeIG 0ESCRIPl10N"'-1 E 501 722 ..3284 N 30!! .6638 OUTSIDE FACE OF PERIIETER WAI...l.. PF-I E 501 797.3J9 N J09 751.110 CENTEROF FENCE"'-2 E 501966.061-6 N 309643.0736 0UTSXlE fN:.E OF PERIETER WAU. PF2 E 501 802.928 N .J09 755.531 CENTEROF FENCEPW-3 E 501.84&5192 N 309.6&5.3708 0llTSI)[ FACE Of PERIiIETER WALl.. "'-3 E 501761.569 N 309.808.2.03 CENTEROF FENCE"'-4 E 501,841.0904 N 309.679..56!5.5 OOTSIOE FACE OF PERtr.IETER WAU. •...... E 501 nUi38 N 309 776.750 CENTEROF FENCE"'-5 E 501.8Ol.7012 N J09.n6.T172 0UT5I0E FACE OF PERtYfJER WALl. "'-5 E 501.668.967 N 309.741.615 CENTEROF FENCE•..-. f 501.1'99 .• ~ H 309,723.3425 OUTSIOE FACE OF PERalEfER WAlL "'-6 E 501 665.837 N 309 739.478 CENTEROF FENCE•••7 E SOt.7&UIQ29 N 309,742.3974 OOTSIDE FACE OF PERaEfER WALL PF-7 E 501 662.684 N J09 7J7.3.J8 CENTEROF FENCEPW-8 E 501,757.1540 N 309.776.907 OUTSIDE FACE OF PEHIWET£R WALL PF-B E 501 640.892 N 309 722.764 CENTEROF FENCE•..-. E SOl.7J5..121 N 309.759.170 O\I1SIOE FH:E OF P€RIIIETERWAlL••• 10 E !IOl.698.2036 N 309,734.7379 OlIlSJDE FACE OF PERItiIETER WALl CCOC 1 E 501.847.843 N 309,664.867 oorsoe CORNER BlOC WALLPW-l1 E 501,649.7976 H 309,709.5325 OUTSIOE FACE OF PfRSl.£TER WALL CCOC-2 E 501.853.488 N 309,669.337 0UTSIlE CORNER BlDG WAlLPW-12 E 501,620.92n N J09,690.7a05 OUTSIlE FACE OF PERIUETER WALL CCOC-3 E 501.843.747 N 309,681.638 OUTSIDE CORNER a.oc WAU.
CCOC-' E 501,840.537 N 309.679.096 0UTSIlE CORNER Bl..DG WAlL
PW-'. E SOI,6J2.I078 N 309,698.0425 OUTSDE FACE OF PERIMETER WALLPW-15 E 501,647.2397 N 309,707.8711 O.lJTSI>E. FACE OF PERIMETER W••••..L
1~2 ,3 -, 4
, 5 , 6 I-r
SCIC-I E .501 649.8285SCIC-2 E 501 652.2470SCIC-3 E 501 667.0483SCIC-' E 501 693..7020SCIC-5 E 501 6S8.6884SCIC-6 E 501.694.8076
N J09 709.5232 OI.ITSIOE CORNER. BlOG WAll.N 309 705.9376 OUTSIDE CORNER, BlOG WAlLN 309 709.341 0 0lJl'SIJE CORNER. SLOG WAlLN 309.n7.3189 OUTsmE CORNER. Bl.DG WAllN 309.734.,0801 OUTSIJE CORNER, BlOC WAlLN 309.739.6519 0lJTSI)E CORNER, Bl.OG WAll.
WSGO-I E 501,728.4243 N 309,586.2165 CENTER OF COLUMN £-6WSGO-2 E 501,742.305.5 N 309,586.6106 CENTER Of COLUMN A-81rISGO-3 E 501,722.8705 H J09,817.8388 CENTER OF COW •••N A tYSGO-4 E 501,715.3500 N 309,602.8710 CENTER Of COLUMN E-4 Ull-l E 501 69-4.7209 N J09 667.-4085 CENTER OF COLUMN H-I
un-z E 501715.6838 N.309 681 .• 282 CENTER OF COWUN H--4-urt-a E SOl 697.5693 N JOg 706.51<10 CENTER OF COLUMN A-4UTe • E 501 686.3969 N 309 701.1758 CENTER OF COLUMN "-2
10 I 11 I 12 I9 1TI7 8
BOUNDARY POINTS COOROtNATESNO. EASIlNG NOR1lWIG
EJ]BPI E 501 758.449 N 309 15.690BP2 E 501,746.802 N 309,804.45-4-BP3 E 501.718.776 N 309,779.622
{.oLBP. E 501,699.894 N .309.765.448BP, E 501,674..896 N 309.747..533 SITE NORTHBP6 E 501,648.31<1 N 309,730.126 e CBP7 E 501,607.358 N 309.706.6268P8 E 501,636.240 N 309,662.156BP9 E 501,864.362 N 309,618.860SPIO E 501,694.809 N 309.571.983BPII E 501.721.629 N 309.530.692 TRUE NORTHBP12 E 501.758.400 N 309,558.422
BP13 E 501,B12.728 N 309~99.394 0 5 10 25mBPH E 501,861.220 N 309.635.963 .. - I-BP15 E 501,886.169 N 309.654.778 SCAlE - 1:400
13 I 14 I 15 I 16 I 17
C@M PAVEMENT COORDINATESNOT TO SCALE
CONCRETE PAVEMENTNOTES
fOR PAVEMENT JOINT SPACIIC. COIIJRAClOR SIWJ.. I'Il(M« A lAYOUT FORRE.VIEW PER SPECFlCA1JONS.JOINTS WIll. BE SP..cal A WAXIoIUW OF • .son. JOIfflS TERllNAmG ATCURBS WIll. BE PERPENIlICIJlAR ro CURB Nil) BE NO lESS lIIAN 3IlOmmIN lfNG1\I. BOARf) EXPA.'ISION JOINTS WI.L BE I'tACEI) AT 135m "lER\MLS.l.ONGITUOIIOOl. JOINTS ARE ..ar ro BE P!..cal It.I)IU; ~1ER RUNOo-"FFtOWUNES.
SBU
PROPOSED REINF. CONCRETEPAVMENT. RE: DETAIL C THiS SHEET
75
"FACt OF CURB
ASffiALT PA~I~ I&EOET~L~
-; .•...:.....
LOCAL PRECAST CONe (1SO • NOIoII."'ll.,/)CURB
NOTES:1. PROVIDE EXP. JOINTS AT 7.5m o.c, AND 0 lHE STARr ANO FlNlSil OF AlL CURVED SECTlOI\'S.
2. PAlNT CURBS. WHERE NOlEIl. PER IAN05CAPE PIAIIS.
(£f\ CONCRETE CURB DETAIL
• • l> •.... .. "• b: : :"
3/8" WIElEx 3/4" DEEP
DEFORMEID lolETA!. STRIP (OPTIONAL)OR FORMED K~AY
fA\ CONSTRUCTION JOINT DETAILCi.!i:.,:D2 NOT TO SCAl.Ec-i:39ia HaF"'=
AS?HAI.T PA\I1HG I I CDtiCRETE PAVERS
~.7'''' I ~ir\,,-_ 1S1U· '..~'..
•...,2. BARS WITH12. S1lRRlJPS 0 .SO
SUBGRAOE COt.tPACTED ItS SPECFlED IN02300 OF lHE SPECFlCAllONS
(ll'\ CONCRETE WHEEL STOPCtM02 PAVERS HEADER AT ASPHALT !.A;~
BASE COURSE. COUPACIED 10 ATlEAST 95lC OF THE ASlIoI 0698UAXJUUI.IDRY 0ENSnY AT A~ CONTENT iW:NE OPTIMUM 7
UOOSTURE. \,:-" 7 " "7 , , " "7 " " , .j
@CONCRETE PAVING-HEAVY DUTY SECTIONCt.1 C1.D2 NOTTOsa.LE"
ci.tf.T~02 NOT TO SCAlE
~12 CONTINUOUS
SEE PAVING DETAILS
. ' .... ,;.•.. ]'..0''''. ·d. ~.~ 0.~...,;:..t...·,;:~~.'<1:'.~~;
CONCRETE CURB
C-~'2
CONCRETE CURBNOTm SC\l£
, 2' BARS 0 450mm OCEW
SBU
100¢ (6 WAlL THK.)STEEL PIPE Fy=240 MPo (MIN)WITH CONCRETE nu,
GROUT WASH
FOR BOLLARD ~SPACING ;;;SEE PlAN
TRAFFIC BOLLARDNOT TO SCAlE
100MM CONCRETE SIDEWALK, BROOM FINISH
WIDTH PER PLANSEXPANSION JOINTS- 25MM x BITUMEN FIBER BOARDCONTROL JOINTS- SAWED OR TROWEL FORMEDCONTROL JOINTS NO MORE THAN 3 METER SPACING IN EITHER DIRECTION
SUB-BASE PER SPECIFICATION
SPACING BETWEEN EXP. JOI TS
1.200 1.200SEE OTES
=1t-'---"""~.L---t--7''''---"-lr-'-----.':.:.-''t--LJ '"12 EXP. JOINTS
NOTES:t, AU. SIDEWALKS SHALL BE 100M••• THICK2. CONTRACTIONJOINTS SHAlL BE SPACED MAX.
AT 1.200 INTERVAlS FOR 2.000 OR 1.400 SIDEWAlKSJ. CONTRACnON JOINTS SHAlL BE 20 DEEP
AND EDGED WITH 21.11.1 RADIUS.4. 12...... EXPANSION MATERIALWHERE CONCRETE SIDEWALK
ABUTS CONCRETE STRUCTURE.5. A LAYER OF '15 FELT IS REQUIRED BETWEEN WALK
AND ADJACENT PARALLEUNG CONCRETE CURB.
12 EXP. JOINTS
,.-- .•••••..-- STRUCTURE
12
DUMMY GROOVECONTRACTIONJOINT
EXPANSION JOINT
(r~CONCRETE SIDEWALK SECTIONC-50,'1S-102 NOT TO SCALE
'" 900 MIN. WIDTH
THE F'INISHED SURF'ACE OF' A WHEEL CHAIR RAMP IS TO BE GROOVED LATERALLYWITH 5MM WIDE BY 5MM DEEP GROOVES. SPACED 55MM C-C. '" ROUGHENEDNO LESS THAN A BROOM FINISH TO PREVENT SLIPPING. '" TO DIFFERENTIATETEXTURE FROM THAT OF A STANDARD SIDEWALK.
RAMP TO BE PIGMENTED OR PAINTED IN CONTRASTING COLOR
WHEELCHAIR RAMP PLANC-504 C-102 NOT TO SCALESBU
ACCESSIBLE PARKING -"-----1'---SIGN
100 WIDE PAINT STRIPESTRAFFIC YELLOW (TVP)4» 400 O.C. ---J
C_@102ACCESSIBLE PARKING STRIPI~o~ To~;~N
GREEN 300x450 SIGN
(SEE PLANS)LOCATE POST 900 FROMBACK OF CURB OR 300BEHIND SIDEWALK
r;==!:;!:=i~-PLACE 'VAN ACCESSIBLE"SIGN ON ALL SPACESADJACENT TO STALLS WITH204M AISLE
BLUE BACKGROUNDWHITE LETTERS ANDBACKGROUNDGALVANIZED TUBULAR SIGN POST59.375MM 0.0., 1.40MM WALL THICKNESS
100
oLO
'"
50
8m
750 MIN.
300 NOTE:1. SIGN SHALL MEET THE
REQUIREMENTS OF' ADA
ACCESSIBLE PARKING SIGNNOT TO SCALE
BLACKLETTERS
300x450 SIGN
SEE PLANSLOCATE POST 900 FROMBACK OF CURB OR 300BEHIND SIDEWAlK
WHITEBACKGROUND
oaC'l
50
GALVANIZED TUBUlAR SIGN POST59.375MM D.O., 1.40MM WALL THICKNESS
100
750 MIN.
300 NOTE:1. SIGN SHALL MEET THE
REQUIREMENTS OF ADA
CAR/VAN POOL PARKING SIGNNOT TO SCALE
_~0NSUL!\::~ .. GAr~DEN----..FENCE, SEE 'G'-l5.02
~GHTED BO~LARDS
C.QNSULAR GARDEN CANOPYSEE ARCH. SET
CONSULAR GARDEi\j
~MBASSY
; "
IIiII,I!,
---\i
.•.
I iI I
\
\ I
\
\ \I IIi .I I
II\!,,
CONCRETE PAV~RSE~ L1.U9 -.
NCHES TYP. 1\
E 'A'-L5.01ASH RECEPTACLE \. SEE 'B'-L5.01
I I'\ I:1\1: \!, ,! ,
i \ \I I
\ I iWII:II iII iI: .II!IIIII·II I
II I
~\+l! I.II!II'111
I: III'II,IIII'I' ,tD.! I ~
LDc-....I
EE 'D'--L5.01TYP.
TREE SAVE AREA
L .l.ol
P[OESlRlm CATE
PLAN VIEWFENCE COLUMN LAYOUT
8t}.CH - SEE 'A'-L501
CO.'I,SULAR GARDEN CAI.jODYSEE ARCH, SET
CDNCRETE PAVERSSEE Ll,09
UTTER RECEPTACLESEE '8'-L5,01
ALUMINUM SHOE TUBE STEELx 25mm
HOLE FOR BOLT
STAINLESS STEELANCHOR BOLTS,2 PER SHOE
STUCCO FINISH
PRECAST CONCRETECAP PROJECTION
STANDARD CMUBLOCKS 101mm X203mm X 406mm
ASWIT
20mm x 20mmBAR STOCK PICKETS@ 240mm O.C.CAP
<:>z(3-'5CD
HEAVY DUTY 'J' HINDGEBOLTED TO POST ANDGATE FRAME
25MMx25MMGATE FRAME
COLUMN ELEVATION COLUMN PLAN VIEW - SECTION 'A-A'
COLUMN SECTION fG\~~C=O~N_S~U_L_A_R~GA_R~D~E~N__F~E_N~C=E _o NTS
L .5.0 z
DATED APRIL 22. 2008.
C. FOUNDATIONSI. FOUNDATION SYSTEMS ARE DESIGNED IN ACCORDANCE WITH RECOMMENDATIDNS OF THE GEOTECHNICAL
ENGINEERING REPORT PREPARED BY SCHNABEL ENGINEERING. LLC DATED APRIL 22. 2008.
2.
b) PILE DIAMETER. 0: ',)
e) GROUP EFFICIENCY FOR VFRTICAI IOAf)INe::
f) LATERAL DESIGN CAPACI
g) GROUP EFFlCIENCY FOR LATERAL LOADING:
3.
..:Juu
4. SHALLOW FOUNDAnONS ALLOWABLE SOIL BEARING PRESSURE TO BE IN ACCORDANCE WITH THEGEOTECHNICAL ENGINEERING REPORT AS FOLLOWS:
100 kPo
N/A
5. SPREAD FOOTINGS SHALL BE FOUNDED ON STRUCTURAL FILL. OR TYPE SM OR MORE GRANULAR NATURALSOILS OF STRATUM A WITH MINIMUM ALLOWABLE BEARING CAPACITY AS DESCRIBED ABOVE.IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. THIS BEARING CAPACITY SHALL BE VERIFIEDBY A QUALIFIED GEOTECHNICAL ENGINEER HIRED BY CONTRACTOR PRIOR TO PLACING ANY FOUNDATION.
5. THE BonOM OF EXTERIOR FOOTINGS SHOULD BE PLACED AT LEAST 1.21.1 BELOW FINAL EXTERIOR GRADE FORFROST PROTECTION.
7. FOOTING ELEVATIONS INDICATED ON PLAN REPRESENT THE MINIMUM FOOTING DEPTH. AND AN APPROXIMATE ELEVATION FORSOIL WITH ADEQUATE BEARING CAPACITY. FOOTINGS MAY HAVE TO BE LOWERED TO REACH SUITABLE BEARING SOILS ASREQUIRED DURING CONSTRUCTION. ALTERNATIVELY.THE FOOTING SUBGRADE MAY BE UNDERCUT TO REACH SUITABLEBEARING MATERIAL AND BACKFILLED AS DESCRIBED IN NOTE C.B.
8. WHERE THE SUBGRADE IS UNDERCUT TO REACH SUITABLE BEARING MATERIAL. ALL BACKFILL SHALL BE STRUCTURAL FILL.CRUSHED STONE (ASTM C-33 No 57). OR LEAN CONCRETE. IN ACCORDANCE WITH THE GEOTECHNICAL REPORT ANDTHE EARTHWORK SPECIFICATION.
9. STRUCTURAL FILL SHALL CONSIST OF SOIL CLASSIFYNG AS SC. SM. SP. SW. GC. GM. GP. OR GW PER ASTM 0-2487. THEFINE-GRAINED PORTION OF STRUCTURAL FILL AND BACKFILL SOILS SHALL HAVE A LIQUID LIMIT LESS THAN 45 AND APLASTICITY INDEX LESS THAN 20.
10. STRUCTURAL FILL AND BACKFILL SHALL BE COMPACTED IN LIFTS NOT EXCEEDING 200 IN LOOSE THICKNESS TO AT LEAST95 PERCENT OF THE MAXIMUM DRY DENSITY PER THE STANDARD PROCTOR (ASTM 0-698).
11. FOOTING SUBGRADES SHALL BE PREPARED IN ACCORDANCE WITH GEOTECHNICAL REPORT AND EARTHWORK SPECIFICATION.
12. ALL ORGANIC AND/OR OTHER UNSUITABLE MATERIALS SHALL BE REMOVED FROM FOUNDATION AND SLAB SUBGRADES.
13. PROVIDE ALL NECESSARY MEASURES TO PREVENT ANY FROST OR ICE FROM PENETRATING ANY FOUNDATION OR SLABSUBGRADE BEFORE AND AFTER PLACING OF CONCRETE AND UNTIL SUCH SUBGRADES ARE FULLY PROTECTED BY THEPERMANENT BUILDING STRUCTURES.
14. NO MUD SLABS. GRADE BEAMS. FOOTINGS. WALLS. OR SLABS SHALL BE PLACED INTO OR AGAINST SUBGRADE CONTAININGFREE WATER. FROST DR ICE. SHOULD WATER OR FROST ENTER A FOOTING EXCAVATIONAFTER SUBGRADE APPROVAL. THESUBGRADE SHALL BE RE-INSPECTED BY THE GEOTECHNICAL ENGINEER AFTER REMOVAL OF WATER OR FROST.
15. ALL SLABS-ON-GRADE SHALL BEAR ON STRUCTURAL FILL. OR TYPE SM OR MORE GRANULAR NATURAL SOILS OF STRATUMA. PROOFROLLED WITH A MIN OF TWO PASSES USING A 9.1 DO-kg (10- TON) DUMP TRUCK OR OTHER EQUIVALENT WEIGHTRUBBER-TIRED VEHICLE. PRIOR TO PLACEMENT OF A 1501.11.1THICK (MIN.) LAYER OF WASHED GRAVEL OR CRUSHED STONE(ASTM C-33 No 57 OR SIMILAR) AND A 10 THICK IMPERMEABLE PLASTIC VAPOR-BARRIER. IN ACCORDANCE WITH THEGEOTECHNICAL REPORT AND EARTHWORK SPECIFICATIONS.
15. PROVIDE QUALITY CONTROL AND TESTING OF MATERIALS. OF THE SUBGRADE AND FILL LAYERS BY AQUALIFIEO GEOTECHNICAL ENGINEER FAMILIAR WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT.
17. VERIFY ALL EXISTING FIELD CONDITIONS THAT MAY AFFECT THE INSTALLATION OF THE FOUNDATIONSYSTEM PRIOR TO STARTING WORK. LOCATE AND PROTECT ALL UTILITIES WHICH MAY BE AFFECTED BYTHE CONSTRUCTION PROCESS.
18. DO NOT PLACE UTILITY LINES THROUGH OR BELOW FOUNDATIONS WITHOUT REVIEW AND APPROVAL BYPROJECT DIRECTOR AND QUALITY CONTROL MANAGER.
19. 00 NOT BACKFILL AGAINST BASEMENT WALLS UNTIL FLOOR SLABS ARE IN PLACE. BACKFILL AGAINSTBOTH SIDES OF WALLS EQUALLY UNTIL THE LOWER ELEVATION IS AnAiNED,
D. CAST-IN-PLACE CONCRETE
1. NORMAL WEIGHT CONCRETE SHALL HAVE A UNIT WEIGHT OF 2.400 kg.PER CUBIC METER UNLESS OTHERWISE NOTED.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c)AT 28 DAYS AS FOLLOWS:
o. ALL NORMAL WEIGHT CONCRETE (UON) f' c = 30 MPo
b. SLABS ON GRADE & FOOTINGS t' c = 30 MPo
c. MUD SLABS & SLOPED CONC ROOF FILL f' c = 20 MPo
d. PERIMETER WALLS & CIVIL/SITE t' c = 25 MPo
2. PORTLAND CEMENT TO BE ASTM C150 AS PER SPECIFICAnONS.
3. ALL REINFORCING BARS SHALL BE NEW DEFORMED BILLET STEEL CONFORMING TO ASTM A 706/A 706 M.ASTM A 515/A 515M GRADE 420 (50) REINFORCEMENT SHALL BE PERMITTED PROVIDED THAT THEACTUAL YIELD STRENGTH IS LESS THAN 540 MPA AND THE RAllO OF THE ACTUAL ULTIMATE STRENGTHTO THE ACTUAL 'l'1ELD STRENGTH IS GREATER THAN 1.25 AS DESCRIBED IN THE SPECIFCIATlONS.
4. WELDED \'i1RE FABRIC (WWF) SHALL CONFORM TO ASTM A-1B5. WIELDEDWIRE FABRICSHALL BE IN SHEET FORM. PROVIDE 150X150 - ~4X¢4 WWF OR ~12@450 EACH WAYFOR CONCRETE TOPPINGS AND FILLS. EXCEPT WHERE OTHERWISE NOTED ONDRAWINGS. LAP TWO SQUARES AT ALL SPLICES AND IlE AT 900 MM O.C.
5. SHOP DRAWINGS SHOWING REINFORCING DETAILS INCLUDING RE-BAR SIZES.SPACING. PLACEMENT AND SUPPORT DETAILS. SHALL BE SUBMITIED TO THEENGINEER OF RECORD FOR REVIEW AND APPROVAL BEFORE FABRICATION WORKMAY PROCEED.
5. PROVIDE THE FOLLOWING CONCRETE COVER (TABLE 1) FOR ALL REINFORCEMENT.FOR ALL CONDITIONS NOT SHOWN. REFER TO ACI 318 M.
TABLE 1lYPICAl REINFORCING BARCONCRETE COVER TABLE
toe.•.nON MINIMUM COVER (hiM)
CONCRETE CAST AGAINST AND 75PERMANENll Y EXPOSED TO EARTH
CONCRETE EXPOSED TO EARTH OR WEA lHER 50
BEAMS (STIRRUPS) '0COLUMN nES .0
WAllS (EXTtRIOR LAYER) 50·
WALlS (lNlERIOR LAYER) 20·' ••
FRAJ.IED stABS (INTERIOR, INCLUDING STAIRS) 20
INTERIOR Of WATER TANK AT UTl BLOC 50
SlAB ON GRADE (WElD WIRE fABRIC) 1/J SLAB THICKNESSFROM TOP Of SLAB
-CLEAR CO\'£R MEASURED TO WAll STIRRUPS 'hHEN PRESENT"WHERE INlER10R SIDE OF' WALL IS EXPOSED TO EARlli.
PRO'v1OE MIN. COVER Of 50MM TO Will R8HF. INCLUDING STIRRUPS.
~.o-ol
lpERIREFIIIIIIIIIII
"'IHI
.•~o tJ~~ UJ.-!!- fE.00 en
~~ ~•••!1 w~~ ~--.J/;;0: <I:~I? ~a: ~
1+4'd5~ ,,~~ •.... ~::J~~<ww c/j~QfE .,/
&~@~i~ 0liBl:!t~:f~~~Na:~a.(3~O-.Jf--OmlI...W·<C ...JN
~~(I)","'(I)
~S STA. r+OO.OO~W STA. +60.59
PERIrc[\
ff\ PERIMETER WALL KEY PLANS.l!o.ili-205 1:400
D
~II
-"OR PERIMETER WALL ELEVA1JON ANDDETAILS AT PROTECTED TREE LOCA nON,REF: 18\S2.01 AND 2\S5.02
uDRAIN
ERWALL REF
D C-104
~go.d8!2;~$(1)(1)z
oo+
~g!;l2!
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",[..:...~ ..~ ,"
W'! • ~~ .,'.
·~-IFN:fiG ADJACENTPROPERTY OR ADJACENT
PR<lf'ERTY
PERIMETER WALL - TYPE B & B.1® ~PICAL ElEVATION
NOn!:Re''fRro~6CWAI.Lfl£VAT1OttFORWAU.rrPE
PERIMETER WAlL - TYPE Ao ~PICAl ELEVATION
---ANTI-CLiMB FENCE - TYPE C & C.1® ~PICAL ElEVATIONANT1-CUMB PICKET FENCE-TYPE D, 2.1 M HIGH
([j) ~I Elevation
ORAlJ.JACEHTPROPERTY
PERIMETER WALL - TYPE E® ~PICAl ELEVATION
KEYNOTES:
<D®e@@
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ANTI rullB PICKET FENC[. TYPE C. FOR DETAILS, REF: C\S5.01 AND THIS SHEET
lERIIINAlE PICKET FENC[. TYPE 0, AT THIS LOCAlION
PICKET FENCE-TYPED. FOR DETAILS.REF.: 0\S5.01 AND DETAIl "0" THIS SHEET
FOR CAST IN PlACE CONCRETEWAll AND SlAB, REF.: DETAILF\C5.04
NOT USED
IIA1CH SIDEWAlKEl£VATIONAT EXERCISE AREA ENTRANCE
THIS IS NOT A ANTI-RAIl PERIIEl£R WAll (STA 1+29.3go TO STA 1+46.688)CONCRETEPlANTERS WIll. PRO'llDE ANTI-RAIl PROlECllON.
THIS IS NOT A ANlI-RAII PERIIEl£R WAll (STA 1+29.22 TO STA 1+47.25) CONCRETEPRO\IIlE ~RAII PROlEClION.
EXlEND 6SIIII P1O<ETSPACING TO 1ST COUJIIN FROII IlCAC
ANTI CUIID PICKET FENCES, TYPE c.i, FOR DETAILS REF: C.l\S5.01
PICKET FENC[. TYPE "0" WITH130 o.c. PICKET SPAC1NG,REF:4E\S2.04
P1CKETFENCE TYPE "Ill" WIll. BE RfPL4CIED WITHDETAIL2\55.03 TO PROTECT EXlSlINGlREES
NOTE:1. PERIIEl£R WAll STATIONARE FROII 0UTSIlE
FACE OF WAlL
2. FOR STRUCTUIW. WAlLS AN/) FENCE DETAILSOF TYPE A, B. C. DAND Eo REF: 55.01
TopcNet Q v4.D............L.KS112Koordn'Ilu _
Ptt.r X
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SITE NORTH5 3011677.3Q2 501137.136 12.0716 3095IIU5I 50168&1411 12..5S17 3O!l706.123 501670.1114 12.0038 3011770._ 501754.1193 12.025
~
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~ f----- w---r----·[email protected]~-SEcr.D\S501 --------·2756lMiN)··- ..·--·----··--~ERViCE-CACSHoWN ---.------- ..-.-.----------~ 6-t 2750 MIN FROM OUTSIDE FACE OF NORTH . // or-. REit:O:O RJ~~~~~~URAL -·1---·..---... .___ ~_~._l. .. ..__._.._.---.-EER1MEIER-WALL..m-rnD-.OE.-IYP.E-.-'TI~~ ._.~.._.._._.__ .'-- -- ..-.- ...l-.--~~~W~~G~ . ..__ . ._. ._. _
00 i ;¢: N I PICKET FENCE ~ ! ~z -- i ;, ; Ii--------<...:0-.--+ ------- -----------.--------.-- ..--.-.---------.-..--.- ----. - ~ : --.----.........,--~--.-----.-
• ; ~ I -----r- ~OWl ~ ! B17 f- c, i t i ~o-~-+ -------.-.....---.---.-..-.-.---.---....r-' ~ I ; -----r-j----·---r---------·---··-· t;..-..-..·--.._..·_--··Ww : :. Sf ~ I ~ ~n
16 ~~~~I! ._. lERMI~_ATl_ON_'!_TYP_.E_p~~~_IC_KET_FE_N~_~_... ..__ .: _~ + ~_~-. ~------ .~~.--....--._----.._'2 f I J l il{ ,
15 'I ~ ~ ~ ! J '-i ~<1f.r.·JOI""':;I,.",:va:cF: ~ i .~!;;.------. "{. . ... .- - . - .-i1t1 h' r-r-- ~.---- r-- '~r~----'-----14
~I I·; ~ b~ ~ I ~ I j ~a ; ~~ ..~ ~II ::, ; I ~:..---I '- . '-" . ..---""'-"'.----4~-~'l!- - ..------f--.- ~-__._-II· -- ~.>-----1 -
C'-.I I f't-!s;;~,;~, ---- - -r-t- I+-=~ J_ J. ..
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'i- ' ICKET FENCE, ,/--------.-.--------- WAI L ---L-----------.-------------.--____--L----- .. ..JY..PI...."JtJ.J1EE;_ ..'O..\S:-ll.P_ ... ... ... .__ ....__..._. . ._.. _ ..._J_ .. __ .. . ... .. ._. . . ... _
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13
12
11
10
.----------.--
.~-~~-----
SOUTH PICKET FENCE ELEVATIONSCALE: H=1:100
V= 1:10
~ _Z--.OL.
~
!ii!,LmuoFlMSH,!,
I.Dl& 0300 O.c. VER1'lCM....,.,-R£lHf'CIAC:£YENSKlrLLEIE"INOUlEJIIAYER
jI ATnCl: I j
&DE ,
!STUCCOFNSH--:
I
IPiiOTEc'iiDILJm!L.J
1. a:JHSTJWCnOH UEntOOS. PAOCEDUR£S NtO smuENCES ARE THE CON1'RAC!'CR'$~ IMlJ THE' CONTRACTORSlW.l TAKE AU. n£ NEaSSM'r ME'NIS It) W.'NT1oiHAND PACJTECr THE S11IUCT1JR.IL M!C1I1V OF AU. COHStmJCnON K'i AU. SrACES.
Z. ALl. nE CONTRACroR"S PJtOPOSm SL8STJTUT1OHS SHALL BE EQlJIM\LENT Oft 9EIlER ~sw.u. BE FaICMD Br 1HE COR PRIOR TO N« Pm'I'lHENT WOItIt.
3. NOT AU. CI'9INCS NQ 0TlER PRO..IQ::T COUPONENlS THAT IRE RtOuRm tw.'£ ElEENS!tOIiI'HONlHEsmt.ICn.IW..ORoIoW!NCS.
"'- COOfIlIWE MTlf THE ~ WEOWCAL,. ~ NflJ EI.ECJItCAl ~NtO ~ THE t..OCmON NIO SIZES Of' IU. 0WiCS. WSERTS. ~ s.:EEVES. FHSIIES.DEPRESSIONS. PADS NIl cm£R PROJECT R£QURDEHTS.
5. Tl£ CON1R.ACfOR StWJ. DE RESPONSiel.E FOR REY£WIHO Tl£ ~ El.EC'JRI(X.,.PUMING IKJ ~ ORAWI«;$ TO ~ WHEm: OPEMHCS ARt ~ 1ftmE RElHfDRCED COCRETE WAUS, BE'.NlS AN) SlABS.
I. AU. aJNS1'RIJCIlON JOINTS SHCMN ON THE STRUCJURAL DAAWINGS SfW.l. BE IHCORPORAlEDINTO TI£ STRI.ICIURE. AODfTlONAl CONSlRUC1lON .JOINJS 10 FAaUTATE CClNSlRI.JCtlON SIW.L.BE I..OCATm MO DErM.£D ON lHE SHOP DRAWINGS..
7. HORIZONTAl CONSrRUC1'lON JOINlS SHoIU. NOT BE PERVrrtED IN THE WALlS NlO B£MISUNI.£SS SHOWN ON n£ STRI.IClURAL DRAWWCS.
a. AU. DlMENSICNS SHD'Mf ME IN YlJ.NETER(mm) UHlESS CITHERW!SE NCJTED.
8. PROVIO£ WAI..1 EXPIHSION JOINT AT I.DCATJOHS WHERE A WAU. A9UTS A Bl.IIl..DINO SlA'ORT.
10. sa: CML ORAWINCS FOR WEEP HOLE Jnl DILUUoGE R£DL1Ut,tENfS.
11. SEE NtCHrtECTl.1RAI 0RAW4CS FOR FNSH REQUIRDIEKlS.
12. SEE SITE WJU ELEVA110NS FOR TOP or FOOTINCS. ruu.s. NIO fENCfS.
I ,,.. I~ ANTI-RAM FUll HEIGHT WAll
1 H1S (lYPE A).I1El£!W.
..@mANTI RAM WAll W/ PICKEr FENCEHIS (1YPE B)
l:!l!iCBElE1. AU. CDNCADE 9Wl. twrIE A •••••••••. 2S [»:( COW'RESSM SfRENCIH ~ 25!OP~
I. srm. ~ SlWJ.. eeeo- MJH ASJlI A 'TOe/A 7OCIN.ASN A ISIS/AI!iT!WCJUU: 4Z) (Ill} ~ 9WL BE J>£RWmm If:
~ niE JaJla.. 'r.CJ) smENGDf ~ ON IIIIJ... ttSTS DOES NOT EXCEED'tHE 5PEDft(D m.o STRD«mf 8't WOAE lWM 120 wPc. (ItDtS1'S SHAU.NOr EXam 1M5 w.uJE B'I" UORE nWi 1M ADOrTIClNH.. 20 WPo): MIJ
a. 'THE RAT.o or lHE ACTUAL UL11MAl£ TDGU: STRD«mi 10 1HE ACruAL1'EHSIlL 'I'IELD SfRENGTH IS NOT USS lHlH 1..25.
Z. RElHftlRCINC EWt 0£Va..a'MENT LDGHS:
•••830
'""1115<12100
51....'00
127.11110
SBU
.....•
I ~Rnp I ~~~ I~ ~j{mm) BARS (INI'I)
420 IN';AIIC><lIWlt IN' I""""""",• 1201.=D25D32
1~ I1200
~f•••1!30
"'"10502100
~ ANTI-CLIMB FENCE.01 (TYPE C) H!'S
13. CONfRACTt)R SHILL. ElE RESPONSIII.E 10 PUCE tOOmm-D\.\. ~ PIPE iN THE IoClO'.E 3. mE lAP 5PUCE lENImIS FOR: R£Ihf'tlRClNG' ElMS SHAU. BE 1.3 1WII£S n£ LdOF THE WJU \mfX:AL RDHfORCDtOO. Harm IN NaTE NO. 2 II!JI:NE.
~ A. MtEN 1WO BARS OF twFERENT SJZei 1M. IN'P£D. THE SMW.£R iWrsm:: SHJU. GDVERN THE I.N" LEHCTH UNlfSS SPEOIlCAU.y N01UJ
1. 1L1. FOUHDo\'OONS stW.L IE CONSfRUCTED IN EXCAVATIONS FREE Of STNONG 'IIIof.nR. anERWlSE..FROZ£N SOl. OR anER 0ElEI'ERI0US ""'TRIAlS
2. BIoQ(fU UATtRW.. Pt.ACnG at COr.tPACTlON OF 8ACKFU StWJ. 1'E IN ACCORQIHCE """THE DRAMNGS .a: lH£ SP£CFlC\TlOHS.
.l. ~ BASED ON ILlOWIa.£ BENbNG PRfSSURE Of 100 IIPo FOR F'OOiING CXlNSTRIJCT1C:ION HDr STRUCT\IfW. fU /!NO STRATlJII A. SEE I.IJtST cmttt:HNICAl. RfPORT BY'$CMUI8ElENCIHEERNG Do\lID JUly 14. 2008 NfO ADO£NDUt.I NO 1. OArm oM.Y 14, 200S
8. ~ SPUCtS CAPJa.£ or D£VELOPN:; 129 OF 'THE BAR'tIELOSJJEJ«;THUAYBEusm •• UWOF''J)!ElN'S.
4. il£ COIEIW.. MOltS. UP L£NClHS OR DETM.S PERTAINNC TO RDfllRaNCsrm.. AS SHCMN ON 'mE OEJM. SHEDSOR 0Tl£R SCHEDUllS SHAIJ.SUPERSEDE lHE JCrnS SHOM<I ON THS SHED.
lUBE Stm. l00mm• l00mm x 6mm""""" •....
..@1YPICAL DETAil AT EXPANSION JOINT1 FOR WALLW/ PICKET FENCE
""
.......,.. WAll. F»ISH
KEYNOTES:@---STONE FAOHG- EXt[Pf ON fAST WAU. wtC:H ww. BE srucco FNSH.REF: 5-205 RIJ 5-203
.......",.!OOU.. _WoII.L
IWJ """""
~t, Iil..JON lOP OF WAll RXJTNO WITH TOP OFE!Ul.DINCw,w,RXlTJ«JAT1N'IEJtSEt:TION0FP£RIBER -.u. AND BJIll1tfC. M.JCN BOTJO&I! OFWAU. FtIOl1NC ND EIUI..OI«: 'MU.. FCOTJNC IJMERS£CTlON OF M.l. NflJ BI..I1I.mIC.
2. HJCN PDaItItTEft YUU FNSH 'MTH~FHSH. COORDIWE wmt AROIJ[C1llIW.. DRMI'IIGS.
ANTI-CLIMB..@ 2.1M PICKEr FENCE55.D1 (TYPE D) H1S
15 l00~5
AUCONFIl:EOFP'~.WITH FACE OF" WAlL
1>'PlATE10.'''''75 ( 11I r 1tZ.
TS lOOaS011S
AUGN FN:t. OF' PICKEtWITH FACE Of 'MU
.@. lYPlCAl DETAIL AT INTERFACE OF PIAtt 10" •••• ". ~ I r G(1 PERIMETER WALL AND BUILDING (, •• EUEIED f.lr.2:0()a300 W/
(4) 2011 HE'IDED sn.m(160 EloIBfI)). SP.tCES 015Oo2.lOc.ol:>:
~
COP •••••••••••• OReo. FllER (RfCESSFH:E OF CONCR£rEroE:::::mWJL
PORIIJH) """'"P\J.S!lROH1II1.
'"PLASrER CAS1NCBEAD, TYP.
SEAl.ANI'I: EW:iCER RODQill[l...J.K1S
NIS SBU
D16.'50~
ADD NX:i'L D15 0 300HCRIZDtIlH- E.F. BEtWEEN
JOO tIJRIZONTR. (SPACING •
~ lIT,...),... lOHG
/CNT. Dt~t--"\I!SOME.J.)
1 /7 -""
sroP AU. HCRI2ON1'Al. ~ fXPNrfSION NA'!IR
""""""'" .....mrn QR. or JOIrIt'.RlR 00',",,-
I ~FOOr'"
I
1'!6MI.. sa ARCH
fPH§I!H .ga
-~J9.- ooo.c HOfIIZtlNW. BtR5 ISCO
f: : :AX:~~1*COtf1'NJOt.'S KEY (1/3 W'IOlH or w.w.)
c;tJ§IBl!CIJJ«,IQIr([
~ (EACH FACE)
CUT EVERt 1ltR) BAR ON E'IQfFACE. H:rIR*T'E eftS 10 PR£\o9rTtiIIIII'INC"TWO ecr IWIS AT THe:•••••• Lf.VD.
GENERAl NOJES ~1. CONJROt... JONT SP.-cNG SlW.L NOr EXCEED 5 t.IETtRS INHCII!OZDHTJ<. 00STNeE.
:z. fJCPJHSJON JOIfilT SPAC:HC: SKAU. NOT EXCEED 30 I.IEfERS JtfHOR:ZDHTAl. DlSfNCE.
3. H.l. ...,. SPUCES FOR HOR:ZCNTAL BIIRS SHALL BE 1500.
4. DO NOr SPUCE HOR!:2ONTAI. ~ wmw 1500 Of JOINT•
~ JOINTS DErAILS ANTI-RAM FUll HEIGHT WAll..1 NTS
'
ole e2CO cc, ~ FOR EAQina.&WNTM'f~~R£lNFDRCIC
"'-CONIONUOUS """""
025. JaOOU_ IUllHTHH lYP.
FXfWtZIt ICWIT
EXfEJI) HOIa:ZDNTH.BARS 1500c~ EIE'YtJND CONSTRUCJJONJOIHI'
GENERAL NOTES1. c:ctmQ. JII»fT ~ SlW.L NOTEXCttD 5 MErERS IN HCIRIZOtrfTAt. DISl'Na.
2. EXPNoISIOtfJOt.Il' SP'1CtfC 9W.L ·NOTDCaED 30 III£TERS IN HOR:ZOHW.OOSWOCE.
3. AlL UP SPUCES RJR HOftZONTIi. EWI:S5HAU.BE1500.--~ ~-....-='.-~__m=~r: £--;-l ,/ ,
mt§T!tJCJJlt ,QH[
1, . . I ~\ t. .J:Il!IIBII....I 'L_~
..@o JOINTS DErAILS ANTI-RAM KNEE WAll.. wI' PICKET FENCE1 HIS
:!I
--gr-~~5_0/~
~r~
WIl.laf.l!DEIAlL£HIS SEI:IIW/l!lI!
BUTTRESS ORBASE PL
CONSTRUCTIONJOINT----~
CONTRACTIONJOINT----t--, EXTERIOR COLUMN
CONSTRUCTION
w~o:5"-w8V10:5coa::0(J')o0 ~ '" CONSTRUCTION•...0 0 JOINTSo~~g0- •...
~~g5"-g
CONTRACTIONJOINT
4500 TO 6000FOR INTDOOR SLAB THIS AREA TO BE
POURED AFTERADJACENT SLABIS IN PLACE
3000 TO 3600 FOROUTDOOR SLAB
INTERIOR COLUMN
JOINT LAYOUT PLAN DETAILS (;'\----~NOTE: CAST SLAB IN A LANE PATTERN
I~~~~~~~
y'/ 'l.: %'0:;'V; >?10 IMPERMEABLE ;.( /(, /.,. STRUCTURAL FILL ORVAPOR BARRIER TYPE SM OR MORE150 WASHED GRAVEL GRANULAR NATURALOR CRUSHED STONE SOILS OF STRATUM A.(ASTM C-33 No. 57 SEE NOTE C.15 ONOR SIMILAR) SHEET 50.01 FOR
DETS.
CR.9_S~SECTIO.l!
1" COLUMN l' SBUSAW CUT JOINT AS SOON ASCONC IS HARD ENOUGH NOTTO BE DAMAGED BY BLADE.
ISOLATION JOINT AT COLUMN//."///..r,,~~;;:;;"",I ".I/. .~/.
STRUCTURAL FILL OR ~ ~'<~«,TYPE SM OR MORE :<-, /)'lA 150 WASHED GRAVELGRANULAR NATURAL SOILS OR CRUSHED STONEOF STRATUM A. SEE NOTE (ASTM C-33 No. 57C.15 ON SHEET so.oi OR SIMILAR)FOR DETS. -------'
CONTRACTION JOINT
019x400 LG @300 O.C.LUBRICATED SMOOTHDOWELS-PROVIDESUPPORT --,
SEALANT - SEEARCH DWG'S
EXTERIORWALL
150 WASHED GRAVELOR CRUSHED STONE(ASTM C-33 No. 57OR SIMILAR)
STRUCTURAL FILL ORTYPE SM OR MOREGRANULAR NATURAL SOILSOF STRATUM A. SEE NOTEC.15 ON SHEET SO.01FOR DETS.
EXTERIOR WALL012@300
CONT
V1<.!l;0we
200 lIlIOR LESS a!
"'"
CONSTRUCTION JOINT
S6~95TYPICAL SLAB ON GRADE DETAILS
016@300 O.C.BOTT EA WAY STAIR RAILING
SUPPORT POST,SEE ARCH
FIN GRADE
CONCRETE PAD FORMEP EQUIPMENT
<.!lZ:'z<2:5"-Q.wwV1
INTENTIONALLY ROUGHEN CONCTO 6-MM AMPLITUDE
01~I
W!90 DEG
012@600 O.C.ALL AROUND PADDRILL AND GROUT100 INTO CONCRETE SLAB
oZ:'z12:5"-Q.wwV1
INTENTIONALLY ROUGHEN CONCTO 6-MM AMPLITUDE
NOTE: CONTRACTOR MAY UTILIZE EITHER EMBEDED BARSOR DRILLED DOWELS AS SHOWN.
~1. COORDINATE SLAB THICKNESS W!EQUIPMENT ANCHORAGE REQUIREMENTS.
SEE EQUIPMENT MANUFACTURER FOR ADD'L INFO.
TYPICAL EXTERIOR SLAB-ON-GRADESUPPORTING MEP EQUIP. DETAILS6.~.95
SCALE: NONE
ai\ .IYe .cOl'JC_ClJRB DETAIL~s6~95
ON GRADE REINFSEE PLAN
10 IMPERMEABLEVAPOR BARRIER
50 WASHED GRAVEL ORCRUSHED STONE (ASTM C-33 No.57 OR SIMILAR)
FILL ORTYPE SM OR MORE GRANULARNATURAL SOILS OF STRATUM A.SEE NOTE C.15 ON SHEET SO.O 1FOR DETS.
TYPICAL SLAB ON GRADEW!THICKENED EDGE DETAIL
WELDED WIREREINFORCEMENT SEEPLAN (SEE NOTE)PROVIDE SUPPORT FORWELDED WIREREINFORCEMENT
600
GATE SEE ARCH DWGSAND GATEMANUFACTURER _
GAlSEE ARCH Dwe
AND GATE MANUFACTURE
GATE TRACK EMBEDSEE GATE MANUFACTURER·
EI
S7.~:81
STEEL HORIZONTA¢32 TOP TWO
¢25 BOnOM FIVE
¢16 STEEL CROSSTIESCI(14 ON EA SIDE OF PIPE)
'---r-1
IIIr~ONCRETE FILL
. BARS, F'e = 25 MPa
.AYERS, @ 28 DAYS (MIN)LAYERS
\ ~
~0 .F TIFINISHED GRADE
~l~ J,EL VAR'~~00O ~ 'Y- :L
~~ "' 0"" !.
1N U",( J0\..!.o.:- ~ I
lIlW IS!),r-,lIlo
\~..
..1 •li{ ~ fy.w,\.,J'-;(:
00 00 I -f-00
~~ ~ ~~~~~~~/(~ K.~/:0<.~~~'V(~~ ~~~~ ~y»»»»»J;~~~~~~~~~
::(..-< ~~~~~~~'f2 ~~%«~"»]
,..... 1
25 '\'lTAL SPACING (CLR)
CONCRE
1500 1500 oleLTAMPEDII.A.6.Y
GROUT WASH _,-------STEEL PIPE, Fy=250MPa (MIN)
273(OD)x2125 LONG (MIN)SCHEDULE 140
ooo
STEEL STIRRUPS,¢16@200 HORIZO
ED SOIL ORGRAVEL AT BOnOMOF TRENCH
S7Qd81 ~~~~~5L ANTI-RAM BOLLARD ELEVATIONNOTES:
IATTACKSIDEI¢ 16 STEEL CROSSTIES
,-------(14 ON EA SIDE OF PIPE)SEE DETAIL A ON CMPD S7.81.
I PROTECTEDSIDEI TIFINISHED GRADE£EL VARIES
1ot"'t"'W ['-',..3,0~ STEEL HORIZONTAL BARS,¢32 TOP TWO LAYERS, ¢25 BOnOM FIVE LAYERS100 SPACING TOP AND BOnOM THREE LAYERS,CENTER FOURTH LAYER
SOIL
0:::--l
U9(
STIRRUPS,¢16@200 HORIZONTAL SPACINGCLOSED AT BonOM CORNERW/135' HOOKS
CONT CONCRETE FDN
'--- TAMPED, UNDISTURBED SOIL ORGRAVEL AT BOnOMOF TRENCH
S7~
NOTES: 1. BOLLARDS TO BE SPACED AT 1500 OIC MAX.
2. ON EACH SIDE OF PIPE, STEEL TIESMAY BE STAGGERED TO FIT.
1. PLACE 90' HOOK OF CROSSITES ON AnACK SIDE OF FOOTING.
2. HORIZONTAL BARS TO BE CONTINUOUS; SLICED USING STAGGERED, CLASS-A TENSION SPLICES.
(CLR)
S7(Ji!81 SS~A~~I:?sN
~. +~\.
