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<br />02720 BASE COURSE
<br />i.l �XISPNG A:PHALT SHALL BE G.�OUND TO BASE LAYER OF E%ISING ASPHALT IY CO!AFLIhNCE TO
<br />WS�OT STAN�AR�S AND SPECIFlCAilONS (1S7ID 9ELOW
<br />1.2 REFERENCES
<br />L1SiE0 PUBLICATIONS FOR!d A PART OF 7HIS SECiION TO hIE E7(TEN7 IN�ICA7ED BY RffERENCES
<br />THERETO.
<br />A. �571� - MEh10� OF S!EVE ANALY515 OF FINE AND COURSE AGGREGATES.
<br />6. FN51/FSnA 01557 - iEST ME7H005 FOR ld01STI1RE-DENSITY RELATIONS OF SDILS AND
<br />SO,L-AGC��EGAIE ldIXTURES (MODIFIED PROCTOR).
<br />C. Yi5�0T: STlJiDARD SPECIFlCAPOVS FOft ROAD, BRI�GE, AND MIINICIPAL CO�SiRI1C110N, 2008
<br />E�I110N, BY WASHINGiOR STAiE DEPAR7MENT OF 1RANSPCRTATION AND AMERICAN PIIBLIC WORKS
<br />RSSOCNTIQV.
<br />42ffi0 qiAN LNK FFNCES AND GATES (AIEACER I 1 nNp ONL1�
<br />PRRT 1 - GENEP.AL
<br />1.01 SUMNAftY
<br />A. 4;ORK INCWOEO IN 1HIS SECiION: PRONDE ALL CHAIN LINK iENCING AN� GA1E AS SHOWN ON
<br />DRAYANGS AND AS S?EGFlED HEREIN.
<br />1.02REFERENCES
<br />IJSiED PUBl1CATI0N5 FOFM A PART OF 1H15 SECTION TO iHE E%TENT INDICATED BY REFERENCES
<br />THERETO.
<br />SnA A1 3- N H-GhLVANIZm COATINGS ON PRODUCTS FABRICATE� FROM ROI i m
<br />A. h 7. Zl C( OT ) .
<br />PRESim, AN� FORGm STEEL SNAPES, PLATES, BARS, AND S1FIP.
<br />B. FSPA A392 - 21NC-COATED STEEL CHAJN LINK FQJCE FABRIC.
<br />C. ESPA A153 - ZINC COAl1tiG (HOT DIP) ON IRON AN� Sh� HARDWARE.
<br />D. ASP..1 F567 - STFNuARC FRACi7C= FOR INSTALLAiIC4 OF CHAIN L1NK fENCE
<br />1.03 G-'�'ERAL �ESIGN REqI11RaAENTS
<br />PROPOS�D FENCW, �ESIGN SHALL CONFORM TO THE FOLLOWIYG REql11REMENTS. POSTS <_HALL BE
<br />SPACED AT A!AAxLEi1N OF 10' ON CENiER AND AS REQUIRED TO PROHDE PROPER SUPPONT. ALL
<br />FENCES SHALL HA� 'fGN51^vN YARE AT BOTfOM OF FABRIG ALL P�STS SHALL HAVE SUITA7LE ChPS.
<br />PRONDE BRACING AT Ai1 CORNERS AND IERMINAPONS AN� PULL POSTS TO PRO�l10E A S7FlELE,
<br />SECURE, AN� SOUND INSTALLATION FOR AN7ICIPAIE� LOADS. FOOTINGS SHALL 9E CONCRETE pN�
<br />SIZEO AS REQUIRE� TO St1PPORT 10A�5. INSTALI IN STRICT ACCORDANCE YATH AS1M A567 OR 7HI5
<br />SPECIFlCATIOY, MfiICH EVER IS MORE SiRINGENT.
<br />PART 7 - PROOUC.TS
<br />2.01 GFLV1u�R-0 FE�C� NFir721PLS
<br />A. C=�� �A�� AL ST"i2UCTURAI SHAFES SHALL CONFORM1I TO ASild A123 FCR GALYANIZFD COAT1iiC.
<br />B. EN� CCRNE"i7 PULL AYD TkNINAL POSTS: 3 INCH O.D. GALVANIZED STEL PIPE, NEIGHING
<br />5.79 FOUNDS PER F00T.
<br />C. LI�\E POSTS: 'H° S=CT10N KEIGHING 2.70 LBS PER IJNEAL FOOT OR 25 WCH O.D. GAIVANI2ED
<br />ST[EL PIPE, VYIGHING 3.65 POU�DS PER FOOT.
<br />1. GAr LEAVES UP TO fi FEET: 3 INCH O.D. GALVAWZED S1EEl PIPE, NEIGHING 5.79 PCUNDS
<br />PEd FCOT.
<br />2 GAIE �EA�S O�ER 6 FEET AN� UP TO 13 FEEf: 4 INCH O.D. GALVANIZFD SiEEL PIPE
<br />14EIGHING 9.10 POUN�S PEA F007.
<br />D. TOP Rhll: 1-5/e INCH 0.�. GALVANIZE� STEEL PIPE WFJGHING 227 POUNDS PER F00T.
<br />L NRNISN MFNUFAC7URER'S STMl�ARD IENGhIS OF APPROXIAIATELY 20 FEET WIT!i WUPLIRGS
<br />FOR EACH .;OINT.
<br />2. ONE IN EACH FlVE CCUPLINGS SHALL HAVE AN IXPAN510Y SPRING.
<br />3. PRO�ICE FiEANS TO ATi.4CH TOP RAIL TO EACH GAIE, CORNER, PUL4 AN� ENO PCST.
<br />E POST PRPCIn'G: 3/6' DIA!1RER 1RU55 R0� YfIiH ADJUSTABL TAKE-11P.
<br />F. GALVa41ZFD CHAIN LiNK FA��IC 0"1E-PIECE FABRIC H1D7H5, Th'0 INCH M=SH, NINE GAUGE.
<br />T0�? AYD BOT(C!A OF FFERIC SELVAGE SHALL BE K4UCKLED. HEAW GALVANRED FlNISH, 20
<br />OUNCS ZINC PER SCUARE FCOT CONPLYIIVG H1iH ASTh! A392.
<br />z.az �ccesoers
<br />A. TNSIGN 'h1RE� 7 GAUGE GALVANI2E� SiEEL WIRE TO MATCH FABRIC FlNISH.
<br />B. POST TO?5: PRESS_0 SiEEL OR MALLEA6LE IRON �ESIGNE� AS A�A1FiER11GHT CLOSURE CAP
<br />FCR EhCH i7PE 0; POS i. l�1ATCH FlNISH OF POST. GALVPNIZED FlNISH SHALL COMPLY WiTH
<br />h5ilA A15J. PRONDE SE( SCREW RETAINER. POST TOP SHALL ALLOW FOR PASSAGE OF TOP
<br />ftAIL k7iERE REOl11RE0.
<br />C. S7RETCHcR BA35: ONE FIECE LEN6IHS EQUP.L TO FULL HEIGHT OF FABRIC VATH A MINIMUM
<br />CRO55 SECTION OF 3/16' BY 3/4'. GAIVANREO IN COMPLIANCE W1TH AS1M A753.
<br />1. FRO�iDE C4E STRETCHER BAR FOR EACH GATE POST AN� EN� POST, AND M'0 S1F2EfCHER
<br />BARS FCR EACN COR;lER AN� PULL P�STS.
<br />2 FR0��7E S7FiETCHQi BAR BAN�S REOUIRED FOR SECURING Sif2EfCH72 BARS TO POSTS AT
<br />14-INCH OV CENiER SPACING. BAPi�S SHALL BE HEAYY PRESSm ST�EL OR IAALLEABLE
<br />IRON GALVANIZED FER ASi1A A'�.53.
<br />p. GATF F:tiGES: NO��-LIFT-OFF iYr'; OF� SET TO FERFIIT 180' GATE OPENING. FABRIC.ITEC FfiOM
<br />PRESS;D SiER OR MALLEA9:i IROiY GALVRNIlED PER A511d A753. PROYIOE ONE PAIR Oi
<br />HINGEi CF SUFriCiENT S7RENGiH TO SUPFORT GAlE SIZE FCR EACH GATE.
<br />E GAiE LATCH� PLL'�G=�-BPR iY?E TO PERAIIT OPERATION FROM EliliER SI�E. PROY�DE
<br />PADLCCK EYc AS INiEGRAL PRRT OF LATCH. MATERIALS SHhLL BE GALVANIZFD SIEEL
<br />CONF0�3NING TO ASi1A A153.
<br />F. N� icS FOR ATTACHING FABRIC SHALL BE AS FOLLOWS:
<br />1. ATTACHldQJT TO H-SEC710N P�STS: 6 GAUGE S7EEL W1RE CIJPS.
<br />2. ATTACN!AENT TO TUBULAR POSTS: 9 GAUGE STEEL VARE AT 14' O.C.
<br />3. ATiACH!EENT TO RAILS AND BRACES: 9 GAUCE SiEF1 WIRE AT 24� O.C.
<br />4. ATTACH!.1E`!T TO T7J90� NifiE: 11 GAUGE HOG RINGS AT 24" O.C.
<br />2.04CQ'JCREiE
<br />CL45S 3 CCNG2ETE (MINIS:UAf 25C0 P.5.1.), MAXIMUAf 3" SLUMP, AND MAXI!AUM 1" AGGRECATE
<br />PART 3 - EXECU1104
<br />3.CtEXAMNATION
<br />VERIFY SIiE CON�I710NS ARE ACCEPTABLE F�R START OF WORK. START OF WORK OF IHIS SECTI04
<br />WiLL IYOICATc COI:T"itACTOR'S ACCEPTANCE OF E%IS11NG CONDIlIONS.
<br />J.02 FREPARAPON
<br />TA'RE FlELD MEASUREMENTS AS NECESSARY AND ADJUST LA70UT AS OIRECIE�.
<br />J.03 INSTALLAPCY
<br />0. OP STS: SET POSTS VERiICAL AND PWMB IN CONCRETE FODiINGS. ALLOW TO CURE AT LEAST
<br />72 HOURS. Sl1PPORT POSTS UNTIL CONCRETE FOOIINGS HA�E SET-UP.
<br />B. ExCavnnav: HOLEs fCR FOonNGS SHALL BE EXCAVATED BY �RILLING OR AUGl1RING TO
<br />APPRC%Il!AT7Y 3 IN. BElOY! BOTTGIA OF POSi AND TO A h!INIAIUM OF 3 7111ES THE OIAMEfFR
<br />OF T:E FCST NE!ABE3.
<br />C. �ir'TM CF �GOiINGS: PGSiS 54ALL EXiEM1'�7 A MINIMI)M CF 3fi INCHES (PWS AN ADDIiIONAL
<br />i}incE INCF=S FOR EFCH ONE FCOT INCREASE IN THE FENCE H�G4T OVER 51X FEET) BEL01V
<br />Fl.V;SHEO G,4FDE IN FlR.'A, UM1�ISNRBE� SOILS AN� SHALL EXiIIJO DEEPER AS NECESSARY FOR
<br />PROFER SU?PORT IN DISNRBED OR SOFT SOIL CONDIPONS OR FOR PROPER STRUCNRAL
<br />S'JPFORT CF HEAVY L47ERAL LOA�S.
<br />�. CONCREi_ FOOl1NG5:
<br />1. COYSiRUCT A CCNCREIE FOOPNG OF SUFFICIENT SIZE TO SUPPORT LATERAL LOADS.
<br />COMPACT THCROUGHLY 50 AS TO BE FRFE OF VOIDS.
<br />2. E%TEN� CONCRETE 2 INCHES A80� FlNISHED GRAOE AND 1F2�VYEL TOP OF FOOTING SM��7H,
<br />SLCPEO AWAY FROM POST FOR POSIi1VE DRAINAGE
<br />3. AT GA1E POSTS, CONCREfE FOO7ING SHALL E%TEND TO THE UNDERSIOE CF hIE BOTTOIA
<br />HINGE
<br />4. ST STCPS, SLER'E5, AND OhIER ACCESSORIES INTO CONCRE7E AS REQVIRm.
<br />E RAII S AND B�ACES� ASSEA!3!.E S:RUCIURAL MQABERS IN ACCOR�ANCE Nihl APPRO�� SHCP
<br />ORAY,11JG5. I�STAII BRACES Sl1CH THAT POSTS ARE PLUM,B V4HEN OIAGCNhL ROD IS UNCER
<br />PROF�R PRe55URE.
<br />F. �ET�SIGN K;�E I�STALL PR�Oft TO STRETCHING FABRIC AN� T1E TO POSTS YAiH WiRE TIES 0.�
<br />RPPRCVFD CJ?5. . , �
<br />G. FGRIC'
<br />1. LEAVE 2 INCHES BEPhcEN BOTTOM OF FABRIC �ND FlNISHED GRROE E%CEPT WHERE FABRIC
<br />IS INTEN�ED TO EXiEND INTO CONCREIe.
<br />2. PUIL FABRIC TAUT AND 11E TO POSTS, RAILS, ANO TENSION WIRES. '
<br />3. INSTALL FABRIC OY SECURITY SIOE OF FENCE AN� ANCHOR T� FRAMEWORK SUCH 1HAT
<br />FABRIC REldAINS W TENSION AFiER PIIWNG FORCE IS RElEASED.
<br />4. TrIftE.4D STiiETCHER BARS 1HROUGH AND SECUftE TO POSTS W1711 �ANOS AT 14 INCHES ON
<br />CENTER AIA%Il.1UlA SPAQNG.
<br />5. iE NiR:S: USE U-SHAPED CLJPS OF TIE N9RE SECURELY FA57ENED FROUND PO5T5
<br />CLASP,NC P�ST AND FABRIC FlRULY. BQJD ENDS OF' WIftE TO MINIMIZE HA7ARD T� P_RSON
<br />AN� CLOhiING.
<br />H. F/�.SiENE3S• IPlSTALL NUTS FOR SiREiCHER BARS AN� HAR�WARE BOLTS ON SI�E OF Fr7iCE
<br />1HAT IS CPPOS� OF hIE FAERIC.
<br />I. G4T5' INSiALL P�II!AB, LE��L FND SECURE FCR NLL OPETJI�G 4'rlhi011T L�TERFERENCE.
<br />I\'STFLL GROUND-SET I'rNS IN CONCREiE FOR ANCHORhGE AS RECOMMQdDED BY THE FENCE
<br />IAANUFACNRER AO,.USi HARDWARE F�R SM007H OPERAiION ANO LU9RICAlE WNERE
<br />NECESSARY.
<br />3.C4 SCHEDULE
<br />UNLESS OTHERW75E SHOYN ON 7HE �RA{Y1NG5, PROVIOE GALVANREO FENCIM1C TYPICAL AND
<br />GALVANIZED FENCING H1TH PLAS7IC SLATS AT SERNCE YARD PERIMETER.
<br />42740 AmHALT CONCREIE PANNG
<br />phRT 1 - GENERFL
<br />1.1 SJIdlEARY
<br />R;PLFCE, P.ESURFACc AND/0� REPFIR EXISi1nG FS?HFLT PARKMG MD LOADING FP.EAS.
<br />A. V�G�K IkCWO_D 1� TFilS SEC�ON: Pi20�7L`E AS?HALl7C CONCREIE PANNC ANO ASFNe1T
<br />7n�ATED 6A.SE AS INCICP.iE� ON 7HE �Rr1'h1�G5 AN� NOiES.
<br />B. RFLAhU W0�4{ I� OTHER SF.CPONS: REFER TD i}iE FOLLO'JANC SECP04S FCR RELAIE� 15'CP.K:
<br />1.2 REFERENC_5
<br />LIS �D Pl1BIJCAlI0N5 FORU A PART OF iHIS SECi104 TO iHE E%iENT INDICATED BY REFERENCES
<br />TH[RETO.
<br />A. IvS�OT� STANDARD SPECIFICATIONS FOR ROA�, 9RIDGE, AN� MUNICIPAL CONSTRUCiIOY, 2008
<br />ED',11PN, BY WASHINGTON STATE DFPARiMENT Q� TRANSPORTATION AND AMERICAN PUDLIC YlORKS
<br />ASSOCIAiION.
<br />B. 45PNaLT IUSPNiE'S PL�BUCAitON� lA517 ASPHALT OVERL4YS FOR HIGH{YAY AN� STREEf
<br />REyi�BILITAPCN.
<br />C. ASPi;aIT NSTIilliE'S PU6liCAT�N� ASFHALT IN PhVEMENT MAINIE4ANCE AIANUAL SERIES N0.
<br />16 FCR PRCPQ2 iECHYICU=S FCR PATCHING.
<br />�. AS?nALT PAVIhG FSSGCIAnON OF WASI-.'iNriO.0 INC: DESIGN AND SPECIFlCATIONS F0� ASPHALi
<br />CC`JC�iEr P�1�F.!ENTS FtiD BAS�S, LAiEST mIi10.4.
<br />1.3 CJ,:'Jl' ASSU�iPNCE
<br />A. COI�F0,7N i0 4i�C0i 5-04 AS hPPL1CABlE AVD AS RffERENCED HEREIN.
<br />9. CGIfFO.',`.1 TO CITY STAN]AROS.
<br />c. �., xws �i;,r+r: co�=oa�e ro wsnor s-oa.a(�).
<br />D. 09iA!N A1?.iERInLS FROM SA!AE SOURCE THROUGHOUT UNLE55 APPROVED BY ARCHIIECT.
<br />E FOUIP!AFNT: CO\FOR:N TO WS00T 5-04.3(2). STEEL WHEEL ROLLENS SHALL HAVE A MINIlAUM
<br />H�IGhIT C� 1D TONS EXCEPT FOR ROLLERS USED TO COMPACT AREAS RJhCCE551BLE TO A 10
<br />TC�Y RC11ER
<br />F. 0'�SN:R Yf�LL �tFLOY iHE SE}2VICE5 OF AN INDEPEN�ENT INSPECPON AN� IESTING SFRNCE T�
<br />CONDUCT INSPEC�GNS ANO lESTS SPECIFlED IN THIS SECTION.
<br />�.� E'JE"ITe.LS
<br />�5 �'�{4'�1 E= C-T_RUiNO BY T.iE GENERAL CCNiRFCTOR,
<br />,1. A! X C=�^'i: FLLO'N 10 CAYS FCR REVI�'N BY OVYNERS TSiIPlG SERNCE
<br />3. CE�n, ��A �c CF CCkP�I+NCE: SUBfd1T CER�FlCA710N BY iHE AIATERIALS AND ldlX PRODUCERS
<br />1110:CAN;G i}iAT hIE S1AiERIAL$ AN� A�.IXES ARE IN C041FIJANCE N7iH 1HESE SPECIFICAilONS.
<br />CFRTIFlCAi10�\ SHALL BE SIGNE� BY Th'E MAiERIAL AND 6{IX PRO�l10ER5.
<br />C. OELVRY 71CK�5 FCR EACH LOA� OF ASPHAlT1C CONCRE7E MI% CER7IFlED BY 7HE MI%ING
<br />PIANT IiRT MIX CONFORAIS kiTri t�PPROVED MIX DESIGN.
<br />D. iEST RESULTS AN� RFPORTS.
<br />1.5 ENNRONMENTAL REQl11RElAENiS
<br />CCNF�RF1 TO N5C0T 5-043(i6).
<br />PART 2 - FRO�UCTS
<br />2.1 G,AiERIALS
<br />A CAII^I!,'C E4NLSIFlEO ASPHALT: CINJfORM TO KSDOT 9-02.1(fi).
<br />B. IICtl:7 FSPHALi: CONFORM TO NSDOT 9-02 AS APPLICA9LE.
<br />C. PA��N.C, A�PH�LT: CONFOftM TO WS00T 9-03, 8 AND 9-02.
<br />D. Sf,G�cGaTE� CONFORI.1 i0 K500T 9-03.8.
<br />z.z „sru��r couc3er �1ix
<br />A. CG�\iP.ACTCR S�ALL EE RESPONSIBLE FOR DEVELOPING AN APPROVt� MIX OESIGN WiTHIN THE
<br />LIA117S 7_SCRI6DD BELOW. SUBMIT AS MANY MI% DESIGNS ANU SAMPLES FOR TESiING AS
<br />REQUIRm BY ARCHITECT.
<br />�. HEATNG GF ASPHALT MATERIAL
<br />1. NEAi TO MAINTAIN iHE ASPHALT CONCREiE MIXIURE iEMPERANRE BE7WEEN 260 DEGREES
<br />F. AND 350 CEGREES F. NHEN MIXNRE IS REMOVED fROAI hiE MI%ER AND PLACED 1Y
<br />7Rt1Ci(S FOR HAUIJNG.
<br />2 CCY�ACTOR SHALL BE RESPONS!BIF FO.R �ETFRMINING 1HE E%ACT iEAfPERANRE OF Ti1E
<br />AS'OHALT FND ASPHALTIC CCNCRETE MIXNRE
<br />C. AII%InG: CCVFCR!A TO 1HE A°PLICPBIE REOf11REME�`TS Of VYSDOT 5-0�4.7 FOR PRFPARA7ICY OF
<br />AGG4EGATES RND 611XI�G.
<br />0. ��HAI,LCCNC� �: ASPi1ALT CONCkEiE S:1ALL BE A CLASS A WiiH ACG�EGA7E CONFORMING
<br />TO Y�SD�T 9-C3.8 A�� A3HALT COMFCRl,11NG TO YSCOT 9-02.
<br />. iOTaL iHIC�tNF55: FER �JiE PLANS.
<br />E __
<br />2.3 ASPHnLi TREAiED BASE (Ai8)
<br />A. CONRr ACTOR SHALL EE RESPONSIBIE FOR D�VELOPING AN APPROVED A9% OESIGN N1iHIN THE
<br />IJMITS DESCRIBED 6ELOW. SUBMIT AS MANY MIX DESIGNS AND SAMPLES FOR iESTING AS
<br />REql11RFD BY ARCHITECT.
<br />1. MIXING CO�FOR1.1 i0 hIE APPLICA�LE REOUIREMENTS OF W3DOT 5-OS, 4-06, hND 9-03.6
<br />f�R PREPARATIOV OF AGGREGAlES AN� MIXING.
<br />2. TOTAL 7HICKNFSS: r'ER CIVIL PLANS.
<br />2.4 S:ALING A1AlERIALS
<br />A. AR<CCO 110UID ASPHPLT: COYFORM TO 145�0T 5.04.3(12).
<br />2.5 TACKCOAT
<br />A. TACK CSS1 EAfULS10^!:
<br />PART 3 - E%ECl1TICtJ
<br />3.1 E%AMINA�ON
<br />A VERIFY CO,U?ACiEf7 SJBGRA�E IS APPROVED, DRY, AN� REA�Y TO SUPPORT PANNG AND
<br />IMPDSE� LCA�S. PROCF ROLL Sl1BCRADE AS REOUIRED.
<br />B. VEi21FY GRA�IEJTS ANO ELEVAilONS OF SUBGRA�E CONFORM TO REqIIIREMENTS OF CONiRACT
<br />OCCU!AEJTS.
<br />C. BEGI:lNIUG OF INS7ALLAilOY SHAIL MEAN CONTRACTOR�S ACCEPTANCE OF 5116GR��E.
<br />32 FREFF3h�OV .
<br />CONFORM TO Y7UOT 5-04.3(5).
<br />A. CLEANING:
<br />t. WASH p4D SNEEP ENPRE AREA TO REMOVE ALL LOOSE �E9RI5.
<br />2. CIiAN AREAS YMERE EXCESSiVE OIL AND GFS HAS S'IIIE�.
<br />B. TACN COt.T:
<br />1. APPLY CSS-? CAiICIJIC E5111LSIFlEO ASPHALT TO ALL EXISTING SURFnCES. REAPPLY TO
<br />�A!dAGEO AR�AS AS OIRECiED BY INSPECTION AGENCY APP�INTED BY 04MER.
<br />2. APPIJCATICN RAiE: 0.15 CALLONS RETAWEO ASPHALT PER SQUARE YAR�. A�JI15T RATE
<br />AS OIRECiE➢ BY ARCHIIECT.
<br />7. AP?LY U111JZING TAYK OR TACI< POT W11H PRESSURIZED CONTAINFR.
<br />3.3 PLAGING ASPF'.ALT PAVEMENT
<br />A. SP�EA^.ING AVO FlNISHING CO"1fORM TO WSDOT 5-04.3(9).
<br />B. J:Ii:TS_: C0.`JFOP,IA TO H'SDOT 5.Oh.3(12) M 2008 EDIiION.
<br />C. f,[:I.�PACi1C1`!� CONFCRh! TO V&OOT 5-�M1.3(10).
<br />3.� PLAC�iIIC PE�'.fE4ELE PAVEIAENT
<br />A. AS SHOVV\ ON D�AK'�uGS.
<br />3.5 TOIERFNCES
<br />A SIIRFACE 5:!OOT.1��E55: MA%I!AUM VARIATION FROM h1E LOIYER E�GE OF A 10 FOOT STRAIGHT
<br />E�GE SHAIL BE AS i"OLLOWS:
<br />1. PARAl1Il TO CENTERLING 1/8 INCH.
<br />2 iF2ANS�cRSE SLOPE: 1/4 INCH.
<br />B. SEC710N TH;CKNESS SHA'1 NOT OEVIAiE MORE THAN 1�4 INCH FROM THE DESIGN SECiION.
<br />C. CGF3ECnCV CF DE=ECi1�`c 1'JCkK� CONFORM TO APPLICABLE PRONSIONS OF 1HE CONiRACT
<br />COCJIFE'li5. CONTP,FC?C.R SHALL CORRECT DEFECTIUE WORK TO 1HE SATISFACiION CF 7HE
<br />F�C111ECT.
<br />�. FOS'.T.� Ci�IN�GE FJSITYE D�PJNAGE IS REOUI�EO FOR ALL PAVED ARiAS REGAFDLESS CF
<br />AVY INr`On'l/AT10� SHOY�T� C4 THE DRAWiNGS OR SPEGFlEU HEREIN. NO11FY ARCHIiECi OF ANY
<br />A.�EAS'Ari'c�E P�51�� DRpI�AGE CANNOT BE ACi!E'/ED. POSTIV �RAINAGE IS ACHIEYD W;1EN
<br />N'AiER ORAINS OFF PA�.D AREAS WIiHIN 30 MINUiES YetiHDUT PON�ING EXCEPT PON�ING CF
<br />lE5'> iHAfl 7/8 INCH OVER ANY S SQJARE FCOT AREA INLI BE ACCEPTEO.
<br />E FLO�D 7ES71NG: AT CO!/,PLETION OF PANNG ANO PRIOR TO ACCFPTANCE OF WORK, PQ2FORM F
<br />RDOD IEST IN T'dE PRESENCE Of THE ARCHiIECi TO iNSURE POSITIVE DRAINAGE OF ALL AREAS.
<br />3.6 FELD GUAlJTY CINJ�OL
<br />CON'RACTOR SH?.LL W61PLY 147iH THE RE�UIREMENTS OF THE OWNER'S TE571NG AND INSPEC110N
<br />AGENCY. FlELO INSPECP�N ANO TESi1NC SHALL BE PERFORMFD UNDER PROVISIONS OF SECiION
<br />41450.
<br />A LVSPECPCNS: 014NQ2 A!AY ENPLOY hiE SERVICES AN INDEPENDENT MSPECiION SFRNCE TO
<br />I.VSPECT Y;�RK OF iF'IS SECPON FCR CCNFORMANCE WITH 1HE CONSntUC110N DOCUMENTS.
<br />B. TESPNG: TriE 04,1ER AfAY ElAPLDY T,iE SERVICES OF AN IN�EPENDENT TESPNG LABORATORY TO
<br />CONCUCT T5T AS FOLLO'hS:
<br />1. CC4DUCT NUCLE;,R �1J<_Itt GAUGE TESP.NG IN CO�FOR!lAHCE VAiH NSD�T 5-04.3(10)B.
<br />2 FRECUEM1CY GF lESTIUG: AS RE�UIRED FOR 1ESiING LA90RATORY TO CERTIFY COMP�AtvC=
<br />K7T}i iriE CON7RACT OO�UN:NTS.
<br />G REPLACEAIENT OF OEFECTIIc WO�4K: REPLACE ALL NEW PANNG 1'MICH DOES NOT ACHIEVE
<br />POSITIYE �P.AINAGE Qi IS Olilti2V'!SE OEFECiIV. PATCHING IS NOT ACCEPTABLE
<br />3.7 PROTECTICN
<br />IAf�!EDIA�LY AFiER FLACQAENT, PROT`CT PAVEMENT FROU MECHANICAL INJURY. ERECT BARRIERS
<br />AND WFRNING 5'�.GNS AS NECESSARY TO PREVENT VtIiICULAR TRAFFlC ON NEW PAVEMENT UNTIL
<br />PAVEMENT CAN SVPPORT LOADS AND MOVQAENT YfIiHOUT DAMAGE.
<br />PRON�E �RNNAGE FABRIC AT AlL EXISIING CATCH BASIN.
<br />EJ ALL ECGES
<br />w/ =_eaianr-
<br />3
<br />-TACIILE WARNING SiRIP
<br />aea icc ausi in.i
<br />4016 & 705.5
<br />SEE OETAIL 4/Ai.5
<br />MA%. SLOPE
<br />---- 1:10 MAK SLOFE- TYP.
<br />NOTF.
<br />COMPLY W1P{ µSDOT SI�EV7FLK
<br />RA!AP ME 5 STA�\'�ARD PLU
<br />F-42.10-00
<br />3" OR 4" CLASS B
<br />MODIFlED ASPHALT
<br />PANNG. SEE SiiE PLAN
<br />LOY�cR BASE LAYER OF
<br />E%ISiI�G ASPF;FLT i0
<br />RE1,1A;N.
<br />I- I �= i i-I i I- -I .-I -- I I-�� I 6° !A:^l. SiRUCiL'�RAL
<br />�' I1=1 I-I I I=1 I I-1 I'=1 I1=1 I1=1 I1=1 I1=1 I1=T-I ' Flu as Reama�
<br />I �� I I=1 I=I I�=I I I=I i I=I I I=I I� I I��. I I I=I I I-I I �- TO PRONDE SLOPE
<br />�'- -���-��� .�-��,. ,��-��,-���-��� ���-�
<br />� TO CATCH BASINS IN
<br />1HOSE AREAS NOiED
<br />04 DRAN7NG5.
<br />"'"' SITE DESIGN -
<br />L�. , ASPHALT PAVI
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<br />kECYCLE� FLASTIC
<br />PA4KI.VG BLCCH -
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