HomeMy WebLinkAboutR-417324MATERIALS Revised 05-16-11)
GRAVITY � AW SEAS SHALL BE CONSTRUCT � �� I TO
SECrIC +k 1� f47 OF T? A1'�► M �ICATKOt MJR $V T4E
ERSTRiCT PVC GRAY" R MM AW Rai* GRAVITY SEMM$FV��BE
�I�D FLEXW E C UIT 1�C Cmpoumo SKALl Ts OF AsTM a
1 M FOR CLAU T P
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VIANIUVACTURMfIfCIOAMENDA
+L LJfi+ I D DJCTU MON PM 9344.L mAVE THE Lij MG AAPMCD TO .'I-' � WTERgC R
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'ERROR AI R THE SOT LNG oF T'hE PPE EA �� OM INCHE.Sl
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POTENTLAL D"NS04AL ASSVWXY PR08d_Ek4S rKCKER COATtS ray BE ED
PROVIDED 1:1OULL Wa'n#& AlL0WASLE TOLE x E TING
TK LINU S4••RALL P ROViDE AN ASTM D16 TYPE V SYST'EM
C KWKRCOAT IS A CALOLM ALUkILIvATE I TxR mArE OF F-UK0 CkN R �"i TE AND
M 4LUl:'EI;wArE ACE GATES THE LAL4G S LALL BE I -' T -A OF t.25
MILS I&t25 li -tES] FOUR 12-"ZH +AND I..ER DAM S - 4 �+�#iES Pon
PM L&RGER Th N 12 INC1 S *i "EAR CRACKS IN TK L0 Twm 0.E0
RU>� C1 A� FtKE I ARE PLOT PTA& T i�S E� $E
APPUEID TO AMY SEA AT' LrRM-
O rHE LXTERi R OF ALL DL CTRLE MOON FPES StWIL BE COATED w kt�L R001 1NCHE:S J C>c.
WrAWOUS PAalT ACCORG1 TO A.NSVAWWA Cl Sl OA2151
ALL &5CRVO ES $TALL RE CONSTRUCTED IN ACCtXZ0ANC6 AITH THEE O1r1 7 T S OF T1-Lf
STANDARD SPECIFICAT S AND T FIESOLLMO l-S CW TK Oa-MZT A- Ch ARE
04COWORATWIIIIEEi�CNSYRUEREMCE WESEWDE c At FOLLOW THE:
94STAL-LATM OF UgaN L S AS CLOSELY AS PRACrLCAL I_N THE �fThp Oa TRACT
CCWTRAPCTOR SHALl AISTALL WE TO A M�%.MUM DOH ATT1* ��' L OF 5 FEET
BELOW THEFLOOR TO BE SEA D OR S FEET BE L'D'rMf THE STREET Cis � WMD*WR RS
DEEMER N CASU OF 1ACANT PROPERTIES OR PROPUMES VACL ,' W 150 FEEfi FpW
SEWER O t T SJDE IM L BE D A k' •,. %'IL' FROM
THE TEE UNILM OTHIERINISE APPROVED 9Y THIS Oi$T-fi T IN VM- '-a
All STXI B SE ROCES SHALL TERUNATE YMll A R NCti WA1�RT1O•tT CO n. NE PROPERTY
AND EASEUENT LEI€. OR 10 BEET PAST ATTW OPT7 1 OF THE DU%� , ALL ENDS OI'
STUB SEWCES SMALL BE MARKED D BY A 12 GE GALvAwmc wm w AuNrH $y 4_I4Cs,
TNEERi THE WIRE SQL EXTEND VERTI&CAUY FROkI TIRE C 4PP D kN CADtiND
SURF L BE DITTO TO ^- T I +R FROM FqD TO ENDI -IETWER SHALL
E lR+ID i ROM THE CJ&PPE D ENO TO A OF 12 DrCHES A310VIR ADIA J ANO SKALI- -
$E PkNTr� TWM wHfTE IN rm T1~[ - _ - A1c-Fr STER+k XM ON ti '7w tACX RAC TeE
END OF TW TOMER SDI BE QED'PE P roEiKE W INTN VE kEhCTF,r 0F TRH F
JNSTALLED RTFF# T ► 1A •„ ]' T1MBE}2 �.17 ATTACHED
V THE SEW" PIPE
ALL SrDE SEAS L RE IT STUD FOR AOCEPTAN AT T SAME T'AE W MkN LINE
SEIA'ERT 1.3 QED FOR ACTAIE
ALL &":H STtdS WTO r fOLE 5 TO MATCH CROWNS
a, 1
1 HOLIES L ik PRECAST CONCRM UNLESS REWIRED O ER& THE DISTRICT
ANO 5*4ALL OrF TO STANDARC PLAID SIM EXCEPT PT `H E PC;r :VDUC04G CONES
POURM N SCE DES SHALL PODT BE ALLOWED WJCWM , LLO Nkk-P )WEN$ION FROM
THE BFMAK OF C TO TOP OF C+ T> SE 20 INCHES
WTERK04. ATE 091110ELS. BENS$ AND RATS L RE Fes% U.SWG LC"
SIB CLASS S SACK Ml X YM14 PEA GRAVE1 TO 5V 14CH ; ULM 5ZE) A0GREGATE
00NF N4 TO SMT04 6-023 OF rHE STATtKV S CRR 4TCAS TK rVATER J`�
RAT)O SQL W7T EXCEED D 39 A WXTER4W_ NG ADMMi�TIIRE SQL rt INCLuDEO ON THE
wA
CADGER PUMW SK4a 9E 1 ENi DIAMETER DEFORUED BAR GALVo OR POLYPROPYLENE
ET Y- TYPE STD UMWG THE RECIVIFZEMENTS OF ASTM CA" A TD WR 99, AND ALL
W04A +AND OSHA VM:3FXJk_ 'F0N6 IDL YPW)Fri�NE STEMS_ GOF F C'i TO M O 4101.
SKILL BE MJEOTIOM W0 M AFbXND A f 1. INCH ASTM A e1S C400C 50 STEEL r ONCO*0
COVERS'JimLL BE GLYMPtO FouNDHY MCCEL NG Mm3U DFr OR ApqRDWD COAL AND ALL
SE 24I I DAWTE R CAST PJON OR DKTILE IRON WITH rKREE N4iCH gApETER x 1 1 -WHI
LC03 COUN7ERSUNx N C STAIC,tLF SS STEEL SST HEAD CAP SCFM r3 kgID 50*U 1- NCH
OLAhETER UFT BOLE LOCATED APPPDXrMATELY 3 kK1fES FROM TKOUTS- DEEtGE OF TIME
COVER PRCNIDE &11W..H A 2 11-atCH STArNLESS STEEL CMRuLa Nkr WALLED 1H
MANH E L. rFT ram. LM SHALL HAVE A NION. SKJO PATH E R11 CAS T W.E Ly ON TOP ViltH
THE 1 `5Fr CAST 1R 3 ft:M MSED LEMRS Rt11 AND CC'r'ER SQL $4AVE oNF OF
THE Lam€ DO M WX T 5 CENTERE 0 DRR EC rL Y OVER THE ACCESS L+4 ;
ALL RWM40LE COVERS LOCA rM kN 51:13FAALKS OR DRIVEWAYS SHAU 9( DL+ C F"DRY
no WIM Off NUMTH DES" OR APPROVED EQUAL 11'dFTH LOCXM LOAM &INCH OA$TWG
RING AhO T)'E WORD 'SEYiE1"R'` CAST INTEORk LT ON TOP RN 3-1Fn4 LV7M
UA TOLE ISEC-nGNS SHALL HAVE FTL NER rASKET JOIN78 CONFORW40 TO Affm O 443 ALL
U AN44OLE J0141S MO PICK HO SHALL RE SEALE D F ROM TFtE'NSIot Ar,O THE OUTE10E WTTH
A SAND AND P'ORT1 W CEMENT CONCRETE MIX
COWRACTOR SkA).L PROWAN Bpi TR MECX BY & FOOT WIDE A.SM 1 T og CoNCRJM
ORLLAA AROUND PlE R NS OF ALL MANHOLES LOrATZ0 IU UNI APRY ,i,R 1. LAND S QED
AR>EM EASERIAEI+€TS_ AND ALL OTHER SAVED AREAS T A%%O�.T CR C HCT€ `R
Wi L SLOPE AWAY FROM THE WMwKX,JE RIM
IMPORTTEDGRAVEL MATERIAL
PIPE BPWhG SHALL CC)NFORM TOSECTK AI 643 12(31 of TW STAND W.CKATONS
FOLP40ATION GRAVEL SKALL CONFORM TO SECTICIN M 17 1F TW 5 IAJqCW C" 1fr
MKKRLrN Ca.Fl ,[L FOR TRAM WXFILi SHALL CONFORM TO GT*N � � 11 OF 7
STANDARD S'PEC1lF4CATIOr+1S EXCI PT AT TRANS-4 I CUTS TO THE 1D kVyyL�,l>f {YR AT
LITMLrTV CROSSINGS YMICH &ALL BE BACXFILLf D VATH CRUD GRAva` OR AS
REQU IRE D BY THE GOVERNiNG ROAD AGE4 + DEVELCIIPERIONTRAClbkowLSE
RES[ BIBLE FOR RE YII' AND D ING OF ANY EAO#S,* EXCAVA UA ER AT
AN APP RMEG DISKMk $I T E
CRUSHF-0 GRAVEL SURFACING
CR H - D C-RAVEL SUAFA41NG SHALT C004FORM TO THE R Y WREMENTS op IN3)
4 'rM STANDARD SPEOPICATIONS
ASPHALT CONCRETE PArCIi ARID OVERLAY
ASPHA4.1 CO RFTE SRJFlf ACM FOR PATCH G AND SAY STALL R TO
SECTION 5-. 2 X%-O 54A 1 OF THE $TANCARD $PEaFCCAT +IS ASPKkT C047fTE
SuRif ACING SQL MEETC LA %.mCK P O, S&n O h* KOVI REME (;m AS ROE GUNRED
BV THE GOVERWNG RW ACZRCY
SURFACE RESTORATION Revised 05-16-11)
T. 0FF31TE SURRFXCE R.ESTORAT +1
ALL PA' OR UNPAVED SURFACES E�NTS q_jAU .BE RESTOF�ED A ECK AL TO TER
TKkK TROT WIi" EMTED PRIOR TO COP-tSrR=laN. ALL TREES. SjOMAoonOTC WROVE MENU SHALL
BE SAVED, RE-LOCATE0, OR IERAOED BY DEyaopERpCONTRACTOR UM.E $ wp "07HERWISE 04 7)f- DRAMIGS
OR EN THE EASEWNT SInPULArONS KSTORATION,t SHALL SE TO TKE SAT3FAr7ok OF TK DI$TRrCT PROPERTY
0V` NER.. Gt)vFRwqpG R ,D AGEhty pA5CoNSTFkUCTIoNpI_*TOOJ RFiS Sjgj 13.E USED TO APM
STORATION
2 ROAD SHOU LDI R RES7 0-RA.n0N %MT HIIN RICH T ,WAY
TK 57FNG SURFACANG OF WTURBED ASP•MALT SHOULDERS SkkLL K pEviro iO A Wl,RMAM DEPTH! OF D
04CHF $ SELO i CRONAI STREET GRAM TO PFOAIDE FOR P�CEMLNT OF TkL Ar .A AND PA�I TEE
SMRAOE SKALL SE CONSTRUCTED OF I.1 �W>i MmUS CRUSHED SURFACip4 COU5- CUED TO A
COWA+CTF,D THICKNESS SS OF 2�1 P2 NCtIES, FOLLoyvED BY 5 I %NU:5 CR'u. :D uACING TOP COOR PiAU D
TO A AOTU fiHKXNE OF T-1+? ..JHES ALSPHALT CONCRETE PAVING SHALL T1HTEN N PLACED AND
CCUPACTED IN zwCH UFTS up TO A MADM 4-INOH TtICKNIESS TO LATCH "TnG PAVE T14KX +RE SS
MINWILI'M TItCKNESS SHALL BE 2 FNCHM TTqE ALDER SHALL BE REpLACED TC TKE IYRS''TI FOCI f..lt#E aN AAEAS
WHERE THE EXfSTJNG ASPHA T SHOULDER rA sERojSLY 01ST ED, OR AT THE Eh' FtET M OF THE OiSTRCT OR
THE GCVERNING ROAD AGENCY
RESTORATION OF G RAVEL SHOULDERS SKkLL INUUDE A 1Mwti1MMU& ao t. jj2 VODEs OF CRUSHED SURFACING T
OPURSEE AND 4�-11 rWJt ES OF CRUSPtm SURFACFRG BASS COVRU.
I ASPHALT LT SURFS RESTORATION WTHIN R tGNT-0 F•1+ AY
THE EXIIS71W ASPFALT SURFS SFW-L BE Ctj7 CAI A Nf-AT UNE By.SAwctmrNO PFiKXZ TO ExCAyAjjORV TO KCNIDE
ACON114UOUSUNE FOL.LaWING P'R 1EFR E3,4 KFM-t AND rcmpAC 10N OF TIME TrEI+lR H. THE EOGLS OF THE
S•i..URFACiNG SKKLL K RE-TPULOUZ13 12 INCHES WCER TFtA>*I TmE ExcA +A pcNvM STRUNG YER-riCAL EIS FREE
FROM LRRECAR MITIES A I_jrr44NCK MINUS Lt E0 EI..IRFACI.NG SC4kF;$E SELL SE PLACED TO A COWACTIED
-91iICXNE$S OF 4A '2 FODIESF, FCtl0 €a BY 51& INCH MiKU S CR L*HED 5RF/0NG TOP COURSE PLA= TO A
CCWACnE) THKANM CKF 2 FNdCHES
ELT C CAETC PAYING SQL THIEN aE PLC cFti AN-0 CowpAOTED IN 2-W.,h LFM TO MATCH THE: EXiISTM
TKlCKNF' ; AND GRADE OF TKE ORIGINAL. SURFAZE ASPHALY PATCH SKALL HAJ : "' � TKCKN:F_S5 01F 2
1KNES , ',D A MAXIOUM TKCKNESS QF A D ES THE AS T PATCH SKAU 1, ' , 6 � OVERLAID MTi4 A MitillIVUM
OF 1 1{ II C E C 41,+,CTED " TACT COi FlE'tR= ASPHALT OVERLAY SHALL FF --LrVnEVAS:DFTEFWINED BY
THE i^IMC7S FIELD REPREStAlITATIVE NO OAT_ Y SKAU BE RECUR IF THE Fftk TRrIIdRMED E OF Ti-;E
AS"AL tFATC11 DOES N#OT ENQhClll INSIDE THE FOG LINE OFF. IN LIEU OF A LIE W[T KIN 12 F Ei t f ROM TK
rax:LS1'ING CENTFRLINE OF THE ROAD THE DISTMCT OR GCVERNIW ROAD AUKY RESERVES TK FUGHT TO
REOUIRE AN OVV31LAY 004 ANY SECTJCN IF TK EDGE Of THE RoAo IS CUTS X14 Gt,F• rEII THEN TIDE ASMJkT PATC41
&lixl WEND TO TKE EDP OAF THE, {CURB UNLESS IMCATW OTHE'i?OSE BY TIE INSTkICT OR GOVERN k0 ROAD
AGENCY ALL AWIHALT ,OI NT-S1$HALL BE SEAT M WtH APPROVLO SEALER MIELOPEWCON TRACTOR SFi a
REPLACE E )STNG STRjPE F AND PA.VEACN7 MAMMGS AS aC, WIREO BV TkIIE WMF60 ;0 RHO AGE�
DEVaopERrrANT1 SHALL MAWAi4 D OR I T MtX ASPqALT PATCHES G LY• DURING
CONSTFZUCT10#4 TO THE SAP SFAOT0%I W THE GOVEI N,IG RakD AGENCY ARC THE T1 T`S FIELD
REF ESETrAT VE UNYX SAID PATCH IS R: iPLA D WT TH A PEM+I, ENT HOT PATS TKE PE RLUUTEENT PATCH SHALL
Pt ACEO AiD SEAL.E'D YMITH PAVWG GRADE ASPM LT WITHIN 30 CALENCM DAYS
COWMETE PAVEMENT SK'kLL M RESTORED SISTE.gt WITH SECTON',J 11 0� T}-1 STJIND ID SPEVFICATONS
AW CCACRUETE PAVE ME-NT TWFIC LANE AFFEGTED BY TILE TRENICKING SK-kLL MYE ALL AFFECTED PANELS
READ GAIT CDWERLPA TENT 54ALL M RESTORED WrM AN 54AZA My, USING EITHER TYPE 4 OR
TYPE III CEMENT Wn"N 30 OALEMI.AR DAYS
4 CUR BS_ GUTTERS, ArdD SIDEWAILI3
M-5Ttf4G CLIPM, GUTTERS. AND 50EWAIX3 DWAG1rD BY CONSTRUC 'M OF T PROJE-rT OR THE
LORE USE AND ACTT`'*' UtAU BE REPAIRED TO THE SATMACTION OF T31 PROPERTY
OY?PiCR, T14E OiSTRICT, OFF Tait GOVElk"G RDAO AGENCY ABM TO rTS 09k ODNVTO4 OR BETTER R.
6 IYON-PAVENUff RESTORATION *TrHrt+M I1104 T+GF-WAY
CULTNATM LAWNS SHALL 01: RL STORED MT N SOO RESE E a1NO V MTNATF-:)LA4NS WILL NOT K AL LM E D
WITHOUT OR APP'R +A1 OF E RT Y O eNEA AMID 045T RI T C,aNCUL TWAT[ ID t AV - PASTURE AND VAfANT
fAho SKALL BE RLSTORLD *1TH A PASTURT GRASS NfETING TFfE FOUOWM rlrWRLEU -NTS
DEED R PFIRENRIAL AYEORASS
1 WHITE CLOVER
IFIESQ E
20r% R EO CREMNO FESCUE
APPLY AT THE RATE OF 100 PWCDS PER ACRE
MuL011 Sri. VA PMG "CH APPLIED AT 1 TOPOUNDS PER AM
FERnUZER C0MhW CIAL MIA SOF= OF WIRATF, PW!5P %ATC AHD POTA91 OPM AT RATE CW 460 FOLM MR
ACE
4 L UTRLI Y *DJUSTME wr TQ FINISH U DE
ALL VTxFTY CONE R. MiM ARL LO AT F D ON P ROPOSFfJ A.SP1~W T RCAOtiyAyS StA L in C T E. UPORARILY OFO A T
SU94FUkM EI AT*PRIG TO PVCWG CRUS -D SUm ACING MARRIAL FINAL ADJM TENT OF ALL 'COVLRS AND
ACCESS ENTRrn 3H4141W UAL* F1iL ta Ftw P*ArG 6'y ;AWWTTNG OF THE PAV'F1M tNT A.R+ ND LIDS AND
COVERS OPENM SHWLD NOT I- UkRG R Tim 12 INC HF S BE Y i0 R I E FUA CW THE CoVrA
OFALOPERAXWMArTOn $IOU Ts* N REM(yVT E MAjt rjIAt SL I$WAQ g) CoURE AND F RS A00 ",SPNIS
BRKXS: AND REPL.AOE FRAME AND CCNER TO F3Nksm 6AR E FI L ABM I►LN#ICALL Y C AO T ARC I)iE
STRLICTUR E AND nu&w w rm atupim wAFAca4 mmRm FvNtsU RwA(.NG Pma ov Tv. 7-mo
ODUFLWS OF ASPKkLT CC*KAE TF SUFITACsNG IWACTED AND SEAM ro PR OF A DE 1451 % I .)RMSUFU-ACE
F04AL ADJUSTMEW OF All COVERS ANO ACCE SS C WFRWA P ALL RF ALE TAD WT T Irjw _w RATS IF 11'+ & PAWN0
T FIM CLEANUP
I ICE QFVE L FL'CONWOR SHALL 01ANUP ALL AD J W ARM %CORAVI PLUCE VAR nj SEC T ICJ T T 7 OF 'THE
STWjkRVWECtFiCATKWS S'R'R ETS AND RCAUWAYS SQL OE G1L A-liV EMPT MTH E)uW r ANO ArTFR
'mi k,NSTALL.ATRON WORX DiSTURMO S'4LS Rw SEFftoI O E4* D AM,M MNACR AfTE1W WS'TAt LATlOfY
OR: TK wr R MAIN IN LOJF7ED AREAS SF Ca+N13 AND MULCHING UV _ VSINO ApP'RoyE!D IM r T�*OIDS W LI SE
ACCEMM = OITOH UNE$ YMiiTH ER CKNS..E 51X OFI MJWEC' TO RAPO4 'S MAY REOUIRUE $EEotW, JUTE
LtATnRG. NfinP4. OR ROCK LCNMG TO COF+ "KX IEAO At'y""TW40FWWWST-REAMDRMNAOFFACUM
WHETHER OFTCHES ORPPE AND C-ATrH WNS,w)14GFi RESULTS FR34r4E SEE.R RAIN INSTAUATiDN SO4ALLOE
�ANEID OUT AND T11E Yr4 SfTE ICES TORED TO # TA$+l E fiONR 4 i I PAHr SI T L C3 �lRVIJP
it. TRAFFIC CONTROL
DFVFLOPEWCONTRACT SQL BE RE 5 #'j'LfL F IF EM IN PERIM IC COL D.AwG oDN-SiRwT*k ON
OR OLLONT'' TRAVELED COJKTY ROAVWA` S TWF10 - £,0NTR0k -eft Tl OUPL S OF SrECTIOMMI 1 `23
OF THE STANOMDSPECIFICATKNS ALL BW CADE S. SI TS, AND r'02ii L FORM TO THE
RE-wiRor TmE 1 mAmx- SH3NG SPLA. 'Of LECMLIE E AM $# R) BE IS OAT THE
END OF EOLCM WORKDAY IF NOT APPIL)CMLE AFTER CONSMUCTKAII HINIft
WWN+1 BROAD CLOSURES CAANOT BE AVOOE D. 7-HIE DEYELO� R+GI TRH, , I t '.j%LL f - T D OF CL C SE D+ SiritiS A
UIIN 1 M OF FNE OAY* PRIOR TO ME CLOSING IHE TTFKS AND LOC*rF"X THE SIGNS 5kk L FIE t KY&N CJ4 A
DETOUR M Ah A DIEF T01IF4 P LAND MUST GE PgEPARlEID ANO BUBMI M r) � ' DIETq]I(, M IrIf L D R � -Pka :SE N T.ATI VE AGO
AppRoWO By THE GCWtRNjf4G ISO AGE PCY PRK)FI TO CL It + A�V DRAYS 14 A.O:)I T CP, T H F
0EVEL()pER.�ojfnW TOR MWT t+1O11F V IN VYI:iMNIG ALL LOCAL 1~ IFtE LAW ENFOIRCEI�•E Fj T ALFf�I }fiES.
MMO TRANSIT AND ANY OTtiERl AFF TEC P +1S AS CTEM
D 0% D RIS rWLID kf k�R� SE AT AT
LEAST FIVE DAYS PRXA TO T*+E ROAD CLOSURE
APPROVED SOOS CREEK
WATER AND SEWER
PLANS FOR REFERENCE
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R-417324 29 OF 37