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HomeMy WebLinkAbout1.2-6578 Ph 8 & 9 Revision3 15 I;Is4H Le 9 DRIT-L SITE 5 - l3 nMH 4C fl UN 9l 0 17 I' _ i l_I 1 �y701 1 90 �T I 18 � 4 I 0 A 5 B GI SDMH #9 ccij i LS NILL SITE I��_.b I/7' 8 9 `tea SMH 74 I SON i 16 CIA CB S L -dh'fiKSM1{GO �' _- STREET' =a �y$MH #22'z CB ii eMpl 0121 [SDM4112 S54{ IS PARK IE eDMH1s1. -rgmf. Pi�wN6-F' D4 (kcy6) Haig A41 -A-55 kSE AI'i 9p�T. pcc'.. NO, al%J531to SUMMARY OF IMPROVEMENTS. LEGEND: �w{ TOTAL u TOP O MANHOLEJTOP OF CLEANOUT ELEVATION BELLkNGER 5T. &FREESIA WY. 6" SEWER LINE 1123 LF 4, LUDWIG LN. & COOK CT, 8 `"E"TIER LINE 4153 LF INVERT I 24 SEWER L',NE 4 LATERALS 86 43 43,'86 LF LF II CALATRAVA DR. & BREUER CT. STANDARD MANHOLE 24 IL FURNISH & INSTALL SEWER MANHOLE CI EANOU 9 EA 6. MACLURE DR. & JA IN LN JB JUNCTION BOX I' FURIISR & INSTALL SEWER DEA806T SMH SEWER MANH(AE PER COAL Sm. SW -6. SCO SEWER CLEANOUT r w SDMH STORM DRAIN MANHOLE & INSi'Aii STORM DRAIN F CITY STANDARDS EXIST EXISTING �l F1t'fE_FVATION 0 FURNISH &INSTALL STORM DRAIN R/W HIGH OF WAY I w F-UHNAH & INSTALL CATCH BASIN TYPE 'A" PER GO.B- STD. 0-14. +•W++r �.A.... �+�� �+ TRACT BOUNDARY - ----- --a-®- UNIT BOUNDARY 15 I;Is4H Le 9 DRIT-L SITE 5 - l3 nMH 4C fl UN 9l 0 17 I' _ i l_I 1 �y701 1 90 �T I 18 � 4 I 0 A 5 B GI SDMH #9 ccij i LS NILL SITE I��_.b I/7' 8 9 `tea SMH 74 I SON i 16 CIA CB S L -dh'fiKSM1{GO �' _- STREET' =a �y$MH #22'z CB ii eMpl 0121 [SDM4112 S54{ IS PARK IE eDMH1s1. -rgmf. Pi�wN6-F' D4 (kcy6) Haig A41 -A-55 kSE AI'i 9p�T. pcc'.. NO, al%J531to SUMMARY OF IMPROVEMENTS. LEGEND: SFWER irrPROVEM1QENTS TOTAL u TOP O MANHOLEJTOP OF CLEANOUT ELEVATION BELLkNGER 5T. &FREESIA WY. 6" SEWER LINE 1123 LF 4, LUDWIG LN. & COOK CT, 8 `"E"TIER LINE 4153 LF INVERT —.—$ —FURNISH 24 SEWER L',NE 4 LATERALS 86 43 43,'86 LF LF 5. CALATRAVA DR. & BREUER CT. STANDARD MANHOLE 24 EA FURNISH & INSTALL SEWER MANHOLE CI EANOU 9 EA 6. MACLURE DR. & JA IN LN 7.R. HAWKSMOOR 53`.-� STORM DRAIN NPEOVENIENTS IOTAi- 8. SOUTH ALLEN RD. 183 STORM GRAIN LIN, -4('; z4 STORM DRAIN 'NE B5 , P 9. SOUTH ALLEN RD 3 STANDARD UAN(10 .:. < ,a EA CATCH BASIN i .0, GIOCONDO AVE. � �a OU'LET STRUCTURE 1 EA 1~ U TLITY TRENCH SIDE CL MULTIPLE URLITY R,/W ( TRUNCH I ( 5 TYTYR JMBIN ....I / SIDEBIA v MIN -60"i0 7' MAX. .a TYP. ?a " x s� 1% U[^l. ,,5DINION_DL SIGNATI N1 SECT, 0,I TETTER A' P SHEEP *ERF NAfl A4 S S, NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE 'A' W,TH 3.E OPENINGS PER C_0.8. STD. D-14. UNLSS OTHERWISE SPECIFIED. 2; ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 4 1 4 -UNTT 4 — g 6 / �//,5 0 O LVUN71v ,1� �.. .SM{' $ f <� / C IIS i MY4 H SMN�'SC i2, \ 1+ p�'(!i//i/f EXISTING 3 a ` 10` SUMP 11 T SEWER MAIN 41. Y r 1 ' GRTF. DAX FINISHED STREET COMBINATON GRADE SIDEWALK 42" TYPE 1% MIN, WATERLINE SIDE 5' MIN. TO 7'' MAX. "'-SET LATERAL PROVICING PROPER CLEARANCE UNDER WATERI INE AND UTILITY TRENCHES � -ON DEEP S WERLOPE LATERALS i� '=0 TOT IIN SC THA- HI END OF LATERAL IS WDHN REOUIRCD TOLERANCE_ DETAIL TYPICAL SEWER LATERA. INSTAf_i_ARON * FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER P -E WATER OR UTILITY TRENCH. THESE I*;STALLATIONS MUST RECEIVE: SPECIAL 'FREATMEeN1FOR LAT_RALS '*LFN CROSSING OVER niE. WATLRMA'.N. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 'DR 14 PER AWWA COOL) PI-ASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT BE 24 HOURS NOTICE. TELEPHONE 326-3049 2ALL MATERIALS SUPPLIED FOR WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & Y STANDARDS SET FORTH BYTHECITY A f HAVE BEEN MET. THESE PLANS AND SPFCIF'CATION WERE PRk'ARED AY BAF, OR UNDRR MY DIRECTION AND TO 7HH, B[ST OF MY KNOWLEDGE AND BE,EF COMPLY WITH CITY OF SAKERSFIEID ORDINANCES, STANDARDS, AND DI.CU N CRITERIA AND INCLUDE ALL IMPRCVEMEN:. REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCUL ATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORD.NANCES, STANDARDS AND DESIGN CRITERIA SHALL BE 'GER A. McINTOVH R.0 E X3322 DATE EXP. 6-30-08 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. APPROVED BY: RAUL R.A. ROJAS PUB! -1 WORKS DIRECTOR DATE R.C.E. 39&84 EXP. 12-31-07 Q REVIEVrED BY:01 ASSISTANT PUBLIC WORKS DIRECTOR :FY c 04 3 TOCK Aly -- I HWY 11 r 4 n G 5 4 4I 3r1 -I 99 I Be IN AVE __- Ll 0 12 a ll B y 1U � IT "',J�WRSO WHITE �� 021241 PDN71 ROAD t0 617 -� 3C J--Ut 13. m ¢ PA BEYQINGcR 4 X `�' 14� �� BBAM�'IT26 E30 27 -� l� 26 ROADv VICINITY MAP NG SCALE ti' 1 ■ t1aL. TOP OF CONCRETE MONUMENT IN _AV%OLE AT THEINTERSECTION OF BUENA VISTA ROAD .AND CALICO PEAK STREET. ELEVATION - 048-.89' (USGS DATUM) PER TRACT NO. 6104 PHASE 5 ,. 7 „II LEGEND: Y aAAU G5-" TOP O MANHOLEJTOP OF CLEANOUT ELEVATION 4BBRE_NATLONS CL CENTERLINE INV INVERT —.—$ —FURNISH & INSTALL SEWER R°_R CITY STANDARDS SD SIORM DRAIN PRH MANHOLE`(j+ FURNISH & INSTALL SEWER MANHOLE TYPE "A' PER CCB, STD, SW -4. CB CATCH BASIN JB JUNCTION BOX FURIISR & INSTALL SEWER DEA806T SMH SEWER MANH(AE PER COAL Sm. SW -6. SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE & INSi'Aii STORM DRAIN F CITY STANDARDS EXIST EXISTING F1t'fE_FVATION 0 FURNISH &INSTALL STORM DRAIN R/W HIGH OF WAY MANHOLE TYPE 'B' PER COD, STD. C-15. F-UHNAH & INSTALL CATCH BASIN TYPE 'A" PER GO.B- STD. 0-14. +•W++r �.A.... �+�� �+ TRACT BOUNDARY - ----- --a-®- UNIT BOUNDARY U TLITY TRENCH SIDE CL MULTIPLE URLITY R,/W ( TRUNCH I ( 5 TYTYR JMBIN ....I / SIDEBIA v MIN -60"i0 7' MAX. .a TYP. ?a " x s� 1% U[^l. ,,5DINION_DL SIGNATI N1 SECT, 0,I TETTER A' P SHEEP *ERF NAfl A4 S S, NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE 'A' W,TH 3.E OPENINGS PER C_0.8. STD. D-14. UNLSS OTHERWISE SPECIFIED. 2; ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 4 1 4 -UNTT 4 — g 6 / �//,5 0 O LVUN71v ,1� �.. .SM{' $ f <� / C IIS i MY4 H SMN�'SC i2, \ 1+ p�'(!i//i/f EXISTING 3 a ` 10` SUMP 11 T SEWER MAIN 41. Y r 1 ' GRTF. DAX FINISHED STREET COMBINATON GRADE SIDEWALK 42" TYPE 1% MIN, WATERLINE SIDE 5' MIN. TO 7'' MAX. "'-SET LATERAL PROVICING PROPER CLEARANCE UNDER WATERI INE AND UTILITY TRENCHES � -ON DEEP S WERLOPE LATERALS i� '=0 TOT IIN SC THA- HI END OF LATERAL IS WDHN REOUIRCD TOLERANCE_ DETAIL TYPICAL SEWER LATERA. INSTAf_i_ARON * FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER P -E WATER OR UTILITY TRENCH. THESE I*;STALLATIONS MUST RECEIVE: SPECIAL 'FREATMEeN1FOR LAT_RALS '*LFN CROSSING OVER niE. WATLRMA'.N. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 'DR 14 PER AWWA COOL) PI-ASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT BE 24 HOURS NOTICE. TELEPHONE 326-3049 2ALL MATERIALS SUPPLIED FOR WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & Y STANDARDS SET FORTH BYTHECITY A f HAVE BEEN MET. THESE PLANS AND SPFCIF'CATION WERE PRk'ARED AY BAF, OR UNDRR MY DIRECTION AND TO 7HH, B[ST OF MY KNOWLEDGE AND BE,EF COMPLY WITH CITY OF SAKERSFIEID ORDINANCES, STANDARDS, AND DI.CU N CRITERIA AND INCLUDE ALL IMPRCVEMEN:. REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCUL ATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORD.NANCES, STANDARDS AND DESIGN CRITERIA SHALL BE 'GER A. McINTOVH R.0 E X3322 DATE EXP. 6-30-08 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. APPROVED BY: RAUL R.A. ROJAS PUB! -1 WORKS DIRECTOR DATE R.C.E. 39&84 EXP. 12-31-07 Q REVIEVrED BY:01 ASSISTANT PUBLIC WORKS DIRECTOR :FY c 04 3 TOCK Aly -- I HWY 11 r 4 n G 5 4 4I 3r1 -I 99 I Be IN AVE __- Ll 0 12 a ll B y 1U � IT "',J�WRSO WHITE �� 021241 PDN71 ROAD t0 617 -� 3C J--Ut 13. m ¢ PA BEYQINGcR 4 X `�' 14� �� BBAM�'IT26 E30 27 -� l� 26 ROADv VICINITY MAP NG SCALE ti' 1 ■ t1aL. TOP OF CONCRETE MONUMENT IN _AV%OLE AT THEINTERSECTION OF BUENA VISTA ROAD .AND CALICO PEAK STREET. ELEVATION - 048-.89' (USGS DATUM) PER TRACT NO. 6104 PHASE 5 ,. 7 „II S7ANC7AID Nt7TE T. .MCNFRA C4EMtCAL SOLUTOI•J CONQEN IH C04 -P ACTOR WT U. rURNISH Ale MATERIALS, TOOLS,.. IAHOR, EQUIPMENT AND SULFURIC ACID 2D2•� 1.1. TE"NO AND REPAIRING DAM.ACED SURFACES. AFTER IKE PIPE. IS SUHt.H'viBhYJ HF"..LSSAP`f TO COMPLETE ;:,S I'nI.LAl4"J. SODIUM HYDROXIDE 5X IEHFAJ.ED IN THE TRxNGL A, -L SURFACES COVERED WATH LEAEG INCLUDING WELDS, SHALL AMM off LM HYDROXIDE SN*" BE TESTED 411TH ,AN APPROVED, CONTRACTOR SUPPU:D, E-ECTRICAL HOLIDAY CETEC'OH UNDERONC'tiAD SER'GACE ALERT `USA;: SHALL OF MOREL AT LEAST 2 WORKING DAYS NITRIC ,ACID C%"x (SPOKEN JA RASCR NRGE'_ N0. A' -W WATH PONLF 'ACK OR APPROVED fgURLi WITH BEFORE i:ON.SiR1ICTIUN. TELEPHONE i -&JG _a27-2f.GL1. FERRIC CHLC'RIDF Tq1% THE INSTRUMENT SET tat RAIDEN 143,000 AND 22TDO0 VOLTS, CONTRACTOR TO CALL FOR NSA LOCATF AND POTHOLE ALL MARKED UTUTES THAT .^REBS . SOAP 0'�IK AL- terl.E$ SHALL RE PHYBL,IALY TESTED BY A NONDESTRI}CTVE PRoejwG MF ,-,IR'7 OETERGENT O IX AL_ PATCHES OYM HOLES, OR REHA;RB MT THE JNER WHEREVER DAMAGE HA3 ON ARE Z NI OCATIOHORIZOr:'1+HALL 1nNCC OF *.A1NE9 AND SR)RM DRAIN LEGS. VERTICAL (IINEAR ALKYL BENZYL SUrONATE OR LAS AND NDPi IIS IC VERIFY SHALL BE AS('FRTAINE.) RY T -E CONTRACTOR AI READ O" AN'f OCCURRED, SHALL DE r.CCiM,il'I}SHED IN An;,ORDAfitx WT -N SECTION 7-2,07(t.t) PARA. EXCAV4flijP7S Liv VERIFY mhT M:E PROPEL DESCN DOES NC:f CONFLICT WITH ANY RACTERiOLDEICAL BUD NOT LESS THAN ZED PAM E ABObt. UTI_!RFS, N '}it tFVTNT A CONFLICT EMSIS THE ENGINCC? SHALT BE NOTIFTrre IN CPDUFTJ F.At'H TO REDrS'u"4 T'E AI IGMMEVI. IF REL+CAHON OF EX•!:nNC UTILIIFS IS DEEMED NECESSARY •THIS IS Tp BE USED A` A 'Nt.-Q.IC�IFICATICNJ TEST AND , TRANSV'ERB.F WELDING SKIP WHICII OXIDIZE TO A LOWER ECCE OF 1Ht IINEEI THE UUNOEA,^,." SHALL 3E COMPENSATED FM P(STRUC:'ED FtE,GCAT10N, It RrYESIGN Ck FEMIS :IS TO."r5 ARE CHANCED. WHEN MATfRAL WIIE BE TESTED BY THE PURCHASING AGENCY. II1E WELDING STRIPS SHALL [X'jpy;7 2 TLE ALIGN MC.:' REQUIRES AiJDi Tit NJAI INCHES (50 MIA} DELOW' THF UNER To _'RATUDE A TAH. A IG -POUND (5 KCI PI,'L_ FITTING', PIUVENPE nM UTILITTISN THE CSN TRACTOR "'Vol "METRIC FtItrFN-AGES OR CONCENTRATED CP- GRA DIE REAC.I'NIS. WNL Bt APPLIED i0 EACH TAB. THE FORCE w'LS. BE APPIlCD NOP.MAI. TO TIME tACi- GP CONT 3E COMPENSATED "OR Y RESPONSIBLE IN MF ?ITS IE Alp. Y IS DAMAGED "THF Dir STRuCTDRC BY MEANS OF A HININ. BALANCE. I INNER ABJOIN;,AC THE, WELDING E ONTRA.L.q? ,SHALL BE NHCA.LY P.ESPc>nJSIBLE 1 GR ITS Rti°AEI. I.D. DFTAILS AND DIMENSIUNE OF LINER BERETS, UNT" SHEETS 9{ALL t)E p STRIP WILL BE HELD A.GABOU. TIC CORCRETF $URING AJ"CI.CAnQN.OF THE FORCE, THE CDH"HAOTGR SHALT WRIFY LOCATIONS PRO FL M!NIML.N OF UC65 ;NCH �j'1.55 MMj IN THICKNESS. I COKING EXTENSIONS DP THE TO "POUND (5 KG) PULL WILL BE MAINTAINED IF A WILD FAILURE DEVELOPS EVATUNS Or EX'S Y4,^y SEWER IIMCS ?HAI SAME MATERIAL AS -NAT OF TNF LINER SHALL BE INi TALLY EXTR.„'E3 Will THE UNTIL Nf} PIE NEW SYSTEMPFFORTED 1THE Evi HU U FRIvt2 TG TRENCHIN ANY DECREPANCTS SHALL OC SI IEEE. ' FtJRi`tEft SEPARgTICN C%.'CtJR$ DEEt::1IVF WELDS wlLt BE RETESTED AFTER REP9,IRS Hht,r _ BEEN MADE TABS SHALL ME TRIMMED AWAY NEATLY BY it E INSTAL_tR OF THE LINER I[i TH 1 E E\'G'NEFR 5U HAT ANY HeCr,C LO ATILD nMLHIS NAY BE MODE. Ar—,LR '4E wCLG!NC STRIP HAS PASSED iNSPECOoRL INS -ECR III SHALL t>r MATE u n. T TES SMAI, r OE THU?tTD..H c': am 1.1 RE_E.,R .' TIME .CCA Eu R 1 C:OfJ RRC, I.E. TDR PP10R 'I e r ..TAI1A ON OF LINING. TO TR INSTALLATION 0111114 ^ z FN.,HINC. CR - fN11 WWF 'J¢:"c DAIS A QSSNG Gfi ' � LINING INC : iITER THE JOINT I I t' tiN U IES SHALL T �L TING RE A :J"HAS BEEN P I .L BE DAYI 'CAI .CTI .,C"CtD LE GU tN ED AND ORDER TOP v C+CEfDctD F CF . PREVENT ICA FOR GRADE, SHEET', IN COLD RE AND EDC 'WELDING; OF ALL JGx4TS,�SH.41L DP GONE IN THE PNCJt'CTHO NfJ1T STRIA :JJD CGNSEDUENI DAMACE.;D T:iC LINER FROM RING BY t:[:NTRgC,'OR PRIOR TO IRFNCHINC. ACCORHI,grJOE P71H THE RECLYduFKDATtUNS OF THE BEER MANUFACTURER. CWHIMENT AP40 MATERIALS USED IN OR TAKEN THHOLICH THE WwORic ALL FXISTINC 'JPROWWIMENTS, (COTLEECUTILIR, SIDEWALK. CROSS GLITTER, FEENCr% COVERAGE OF THE LNICD SHALL :LOT BE LESS T44AN THE MI SHOP CRANCIrS. C R . a ETC.) ]HAT ARE REMOwl DAM.ACCC OR LIIHDFRGIJT WP NL BE REPAIRED CR REPLACED MINIMUM EnGYA: ON O FRACTUk SL J1 SUBMIT MANUFACIUREP, INFORMATION AS DFFEC,CD By THE CITY ENGINFFT 7Y_ PLANS. BHC'HItJC GIIA£ftSl'2N.4;� MAF Ef,RAL An JOINT CRITERIA TO THE ENGINEER FOR NEVER, THE UNIHG 51 TAI R -DE INSTALLED WITH INE LUCKING EXTENSIONS RUNNING', PARALLEL PIPE IRCNCH CLASSYICATOO, RCP CLASS P1 IJ44LL BE INSTA'J_ED PER .ASTM AlL EXISTING PAANG .ANI) SURFACING LOYC'eED, DAMAGED CSR UNDER: VT SHALL DC PATH THE LONGITUDINAL AXIS OF TTE PAPE TRENCH DESiGDATIOSt "C". RHP CLASS VIA KEPT ACED IN ACCORDANEE LITH THE TO TY OFBAKFRSFIELD STANDARD DRAWTHG ST -C, St LL BE INSTALLED 1'•.R A$TM TRLNEti EXCEPT AS KO!LD ON PLANS. THE !,INING SHALT. BE HELD SNOGLY IN PI ACE A3",INST INNER rcgMS DE`�1tYJdTItXJ "p` 2. n?O3ARD DE' AILS I BOEING EXTENSION SPAR TERMINATE NOT MORE THAN 1-1/2 INCHES (IA MM) PVC FOR PIPE SITS 1P_" AND LESS PULY 'ANNE CHLORIDE PIPE SFALL MELT' THC FOLLOWING CITY OF DAYERSFIELD STANDARDS FROM THE END '^�-' 711E INSIDE SURFACE OF TINE PIPE SECTION. JOINT FLAPS WHEN IHS FCLLO'R.hG HH[0:l'ktMENTS; BHM L BE CGPNSInERED HART OF THESE PLbrJS: USED SHALL EXTEND A^PROXIMALFLY 4 INCHES (100 MM) BrYOND THE F'DD O- 'HC F_7, S_g S -V S_lG - 11 RSDC SURTACt. 1, MATCRHAL. PVC PIPE SIA -I. MEET OR ExCFFD ALL RECUIREMENTS BCT FORTH 5.213. S-2', Sl -B, ST -22. IN ASTM D TUBO WITH SDR D' 35, ELAETgttZR'C SEA S AND JOINTS SIAJ. CONN ORM CONCFE TE POURED AGAINST LINING SHALL RC "BRA. IED, SPADEL' DR C'CMFAC Iti6 IN TO ASTM D 9212 ANT • ASTM t 4i F. A VII' INSTALLA11CM A CAREFUL MANNFR 50 AS IIT PROTECT THE LINING AND PRODUCT. A DENSE, HOMO'-9VOUS CONCRETr, SECURELY ANCHORING THE LUCKING EXTENSIONS INTO 1) IF 2- ]ESTPtiI. MANILFACT:JRIND T=STING tAE7HGDS SHAT _ CONFORM TD ASTM M.4TEHIbAfi THE PIPE AND tITTHUS aHAD BE EXI'.ih F.7REPCG IH VITRIFIED CLAY CONCRETE. F-679 (T-W'ALQa CERTIFICATES UR COMPL.dNC, SHALL BE MADE AVALA•BIr TO ',TIE `.,'CNJritOMAIr TO CURHrNT ASTM SPECIFICAUCN C-7'110 AND SHALL D_ INST'A.HFD IN LN REMt}'NTNG FORMS, CANE SAMID BE TAKEN TO PROILCT THE LININ:'. MOM €NOINEER, CVNFORMANCC PTH THE PRO, VIS ONS OF SE,-, Fact 71 C+T F" STANDA.RO SPECIFICATIONS" DAMAGE. SHARP INSTFJMENKL yi4y Nor BE USED ITT PRY FORMS FROM LINED 3. INSTALLATION. IN r - A OF THE STATE OF CALIFORNIA, DEPARTMENT OR -RANSFcFrATyXA CURREKT EDITION SURFACES. WILN FORMS ARE REWOVIDI, ANY NAII.S THAY RrMAIN IPL THE LININ[; SHALE STALLA IICNT D. P,4 _MAL FELLOW M+:NJFACT�JRCR'S AND THE CURB"NT AS -M 5-FCIFICA71D4 C 12. BE PULLED, WHHOUT TEAxING TILE LINING, AND THE RESULTING HOLES HE LININ SHALL- COMPLETES, THESE .SPECIFICATIONS .ANT) ASTM D 2j27UNDERGROUND INSTALLATION Or ALL NAIL AND TIE HOLES AND td I CUT, TORN AND SERIOUSLY ABR&)FO AREAS IN FI-EX,eLI F THERMOPLASTIC EEWET PIPE". JVIAOINT:, ; THE NPC AND A'RNCS SJ-ALI HAVE .A SOCFET END AND A SF!GOT END THE LINING SEAL[ BE PAICHrY. PATCHES MADE ENTIRELY WITH ATLDING STRIP SHALL C FlE1U.tFS7S, IN -RIFT D PRESSURE C-4 !`W"}, fP?ESEIDY JOLviS C[)NFORMItJG WITH THE CURRENT AS -M SFEGLGA i0N BE FUSED TO THE UN O DEEP 111E ENTIRE PATCH AREA. LARGER PATCHES MAY SPECIFICATIONS AND TEE FOLLOWING - TESTS SHAT I- C':NFGTitd m THESE C-423' CONSIST OF 5UOO74 LINER SHEET APPI PCO OVER (RIF DAMAGED AREA, WT YI ADHESIVE_ ALL HILLS MUST 3E UTIERED YFTH 'WELDING $TRIP 'USED TO THE PATCH ANU TIME UrFLECTON MEASUREMENT OF PRO 1grG AFTER So DAYS O" INSi T+ THE PIPE AND Fl TING$ FOR 5", R", 10", AND 12" SANITARY SE'AC.R MAINS MAY SGLND LINING ADJOINING. THE DAMAorD AREA. CONTRAL`T!kT SHALL MFdF _ ALLA UN TI IF RF F! a7N-SNR 'ATM a•MPFtiS5!ON COUPBN GS CDPIFUR'AHC YN7H THE CURRENT ASAI :VR. PUP:. DFFLECi1LY4 BY PULLING r. Cx? NO -w 59 MA.NQRF.' SPECIFIC.ANEIN --423. FXCEPTItNG THAT A STAINLESS S&FL SHEAR RIND AS HOT .CMN; OWP17Lh CS, SUCH AS COAL '.AR, SHALL. NOT BE FOUNDED G? APPUED THE MANDREL SH*LL BE I'Otl Cp lHP,OUGi IIID PINE "Mill ROPE BY ONE PERSON MANUFACILR?D 3Y MISSION CLAY PROD'ICTS CLVERORATICN R THEE IT "M.41HL)N '" TO THE LINING'., WT TMG:}: MECHANI..AI ADVANTAt� THE MANDREL SHAL HAW`; 4'AN_S AT LEAST AS HANDSEAL CCu'R -_ THE CONTRACTOR SFI4LL TAME AL:, :HEr;ESSneY MEAB.JRrS TO F'REHENT ORMAGF TO LONG A:3 INC PIPE UTAMETM. THE MANDREL SHALL Or USED .'N S7ICT CONFORMANCE ESSOV C.t)i1RLING, OR AP RO'AED EQUAL, SHAT L BE REQUIRED' WITH PIPE AND MANDREL M.ANUEACTURER'S RCCCAIMENDAPOhb, iHIE MANDREL INSTAILED UNING FROM EQUIPMENT AND MATERIALS USFAT IN OR TAKEN THPIM4 THE DIAMETER W'LL BECAL CI ' :LATER USING THE FOLONWNO ={XEMVI A; THE PIPE ANU .1i¶ryCS FOF PP (VAII SANITARY S`LOJM HODS!" OR BJiLLIINS WORK. LADA4,S MA`" BL PLAN -ENV WTP CUMPRCSSION COUPLNG5 CONFORMING WITH THE IF APPLICATOR TO CONCRETE PIPE - SPECIAL RICIAREME473. THE LINT' MANDREL DIAMETER - R P CURRENT ASTM 51701FICA'LUN C-423. ;STAINLESS STEEL SHEAR RINGS ARE NOT SHALL BF SET FLUSH WITH THE INNER EDGE G' THE BELL GR SPIGOT ENG OF A PIPE ASE PPE II -iN X ( %DASD PIJ'E !.p ) R,EC4,IHLD) WHERE Y = ALLOWABLE IN or PIPEIfDIAM NJ (F SFCTO'T AND SHALL t[ OPP TO THE OPPOSITE END OR TO TYP'F DN AtGLY d JOINT INCHES BAC LD. •* ACTUAL INSIIIr PIPE DIAMETER (PROVIOCn BY PIPE 4, ABS, PIKE INETaLLA, (TCO IAM) BEYOND TLC ADAN'TE END CRETE p"NG UPON THE TY,'E a= LINING J31NT MANUFACTI,'REKJ TO BE MAUL WITH istE ADrGiN'wG CONCRETE i•IrE. M TLRIA_S : FTFr AND tITTINCS SHALL MEET THE RCOUliEDWIINTS OF INE CURRENI WHEREVER COICRFTE PIPE DO -,AST IN-PL4CE STRUCTURES pROORCIED WITH LINING,THE MANDREL SHALL LAVE AN DUD ;DUMBER OF VANES WIN ~;[V£V ('t) ASTFA, 'SPECPFIC:ATCNS D_2680 AND U-2?BT. PIT- AND MINES SHALL DC 140MOGENECLJS JtiN.STRUCLURES '407 SO LINED (SUCH AS BRICK S7RUCTUELS, CONCRETE POPE OR MtNIM'J H, ITROUCH OJT AND FREE FROM CRACKS', HOLES, FOR•JON INC:LUMH"INS OR OTHER CAST -IN-PLACE STRUCTURES 'MTH C_AY LINING OR CLAY PIPE RIF IN INJUT4101.S DEF:i;li. FITTINGS SHALL BE ALFFp:)V MOLDED ANG SHALL BE LNSTAu,m EXTENDED OVER ANO ARGIJND THE END OF 110E PIPE AND BACK JNIOL IMG SHALL BE THE AIITHE N LENGTH OF THE or TH_4R PCRTIGN ft- THE MANDRFI SiA1 SF IN LINE VN NEW FPFEUY FSP CUT IN 'ITFNLGS ,SRS NOT PERMITTED, FOR NOT LESS TF'AN 4 1NCI E ' TILE STRUCTURE EDUAL TO THE NOMINAL DIAMEi _R Dr TI. PIPE. B W1tX1 iMJj, THIS PR!SiFCTt4G CAP MAY HE NULOED ON fARRICATED TROIA THE UNNC MATERIA_ UNIT HELD NOT BE LDC<ED ONTO TIF PIPE. ANY SECTION Of INSTALLED PPE THAT FAILS THE MANDREL TESL SHALL BE ,Y,71NTS USE ONLY DID NUFACI JOINTS. TNF. MENU R1,Y E WHERE $HALL. RF EXCAVATED, RE'-BACKLT IED. RE•CCNdPACTET3 AND RCTE3TED UNIT. CN NECU"DANCE 'PTH TIC MANtN-nC.IL'R[ OV D f.'tkATHE Cit OF WHERE ABS P;.Pr Wt ERF A PIPE LATTHL (NUI EI ETIF PLASTIC LINED C PORTION N INSTALLED L1E3 AL SE GH L THE MANDREL TEST C.CriINECTS IO '.'"P, L'SL CDIf-LEGS APPROVED T'- THE CIrI OF BAKERSFlE:.D. LINED CONCRETE PIPE, THL SEAL 8£INE_IH THE LINED PORTION AND THE v3tFRAL SHILL CAN PC FREYO. RE-R'OUNDIMG WILL NOT BE ALLUWI7 O. BE PER THE MANUFACTU'RER'S RE-ZIMMEHDSAIESN Ih1S1AI ItTts_+1 : FiPE ANG FITTINGS" SH,41I BE INS FALLED IN ACCORDANCE VATH � UNED C,'WMETE PIPC MAY B.= CNRFD BY SIA4)ARD CURING METHOD;, PIPE TRENCH CLA551rICATION. Pix' PIPE SHALL BE "TAUFD PEP? PTY STANDARD S-39, AS MODIFIED ON THE SPECO'CARtWY D-2371. D4_Y CJA55 :, N, AND III EMSM?d ENT CARE SHALL BE rxERCISED IN IIANDUNG, MANSPCRINC AND w AL�HG LINED PIPE SHALL a AS SHANNJ C#4 WE PLANS CONTRACT Pt ANS, OCMPAETCN ABOVE MSE ',PE ACID CURRENT ASTM MA1LRrN WIT_ BF CGNSH4=RFD SUITABLE. TO PREVENT DAMAGE J0 THE LINING. NO INiERJOR KOOKS END OJNGg SHALL BE Usk -D, �DIi rxFggA TON 5. PLIC I"P" INS'AELA. U{)N WITH H A S PIPE. Foie. (IrT, NG OPERA.IiCW SMALL tit DONE WITH AN EXTERIOR SLUG CN? T' ' VA'M .4 SUITABLE FOE.? LIE'S, 'THE CYCAVAIIUN OF TRENCi-E5 'OR PIPING LAID IN THE GROUND SHALL BE IN MATERIALS_; PIPE AND 7rr9E GS SH.AIC NEER EDF REOu1KEMCNTS OF HIE OL9RENr 04 PIPE HAVING A .ASO' UNER COVERAGE, Hit LONGITUDINAL EDGES Or THE OPEN -CUT FROM THE SURFACE CF THE GROUND EKCEP- WEBOr .ASTM SPEG't'IC.AT D1; D-30,44 FOR EARS", PCE AND FITTINGS SHALL UC IRD1, GGENFOUS SHEET SHALL EE HUT' NEEDED. WHEN PIPE TUBES AAE FURNISHED. THESE ARE TID: 9, INC IS RECUIRtU. SHOP 'WELDOR JOINT`& TRI NCF4S SHALL 8E GF YBDTH AS SUGAR DN STANDARD 5-39 AND :7E TAU TI IROI, GHOU Ah; FREE FR0'M CRACKS, IDLES, FOREIGN INCI USSICAS CH OTHER SECTIONS ON THE ROANS FON -ROPER PIPL INSTALLATION. IN,AJRICUS DtttCTS, FiTTUICS SHALL BE INJECT,ON MOLDED .AND SHALL BF INSTALUcO NO PIPE W111 DAMAG-0 'IN" WMLL RF ACCEPIT"I UNTIL 'JLF DAMAGE IAS BEEN IHF fFDL.ES FOR BElW" ANU FITTINGS SHALL RE EA'O4VATrD BY HAND, TO A WIDTH CAL CN NEW PIPELINES; IJJf-IN FITTINGS ARF NOT PrPMTRED_ REPAIRED TO THE SAINOFA.CTION OF THE ENGINEER, PIPE. FOR CH 1.G_ =TF1 D JOINTS IN Ile) PRONUING UNIFORM SCARING ALONG THE LENGTH OF THE MPF. IT IS THE INTENTION fl JOINTS 1 ..'SF Ohl" tLASTUN.!ERIC GABKET JDINTB. THE A.SB,'MGLS' CT- .TAINTS SHALL ING FOR CONCRETE PIPE. THC JOINT BETNIFIN THESE RE UIRI'MFN SECTIONS OF UNED PIPE St. At I, DE PREFAYE Q TS TO FfitTViDE FIRM, UNIFORM BEARRJy^ F. C �N ACCOHC.4RCE WON THE MAHUFAQTURER`S RECOMMENDATIONS WHERF- PVC' 1$'E 7 IN IHR FOLLOWING MANNER: B GORNTO.3 TD '.•T:a PIPE 'JSF COUPUNGS APPROVED By THE 07Y OF NAKrPSA7EL0. IF RLCHRRFO, THE INSIDE JOINT SHALL BE NU ED AND CAREFULLY PDPCTED Mf;l CONTRACTOR SHALL FROMPE TRENCHING I4 ACCURDANCE WIN THE DETAILED SF CTIOTIE CEMENT MORTAR IN SUCH A MANNER STRAIGHT THE NE COON SHALL NOT, AT ANY PG4F TYPES O FH THF PLANS. ORr 0455 OF TRENCH TYF't5 "MLU BE AS REQUIRED Ry ,TIE IHS UJ Id LrN SIRS AND FITTHON SHALL FTE INLY LEA IN A1, ''.5L"E 'ALOE AEXTENDDJACENT INTO THE PIPE BEYOND 'IHC STRAlG1iT FINE CANPT£Cfl NC INC 5.L4rACES Ch THE TYPES {N' PIPE SELECTED FOR CUMiT?UC;IOH. STORM DRAIN AND U^D+Y CONDUIT THE RIALS AI ASPM CONSIDERED, p-2327. ONLY :A.r+S;. I, II, AMCANG AT EMBEQMr7)T ADJACENT PIPE SCGTHSNS INSTALLARCRIS SHAL MELT CITY' STANDARD S 39. MATERIALS WILL Fit CSNJSIQEktV :ATI TABLE. PIPE JOINTS. MUST BE DRY BEFORE LJUNC JOINTS; ARE MADE. TRENCH IFJ'S SHALL Mr.FT ALL FEDERAL AND STATE SAFETY RFQUREME',TR 6, RFINFOR" :X1hCRETt PIPE WITH FIVE LINING ALL MORTAR AND OTHER FORA{: MATERIAL SHALL or REMOVED rROM LAINC- SURFACES ADJACENT TO TI IE PT=E ,;CINT, LEAVING MIEN CLEAN AND DRY- H. )B$B,Jr'[JC AND q±CHINr REINFORCED COMCRE it PIPS WIT}{ 7 LOWING 57 t•5UL hiEEr RE FOLLOWING FIELD JOINTS IN THE'JNRN; AT PrK NCPNTS MAY BE EITHER OF TIC FOLEAMN{I REgUIREM='NTS EXCAVATION SHALT DE SUPPORTED AS SET FORTE IN CHF RULES, ORDERS, ANE, aFKP.IBED IYPF i; REGAAHO4S OF THE BT.4TE DIVISION OF IHOUSTRIA7_ SAFETY. TF THE CONTRACTOR 1.A. UATrER.ALS. REINFORSD CGNCF.t7r PIPE ,RSP) SHALL ?E TITHER CI ASS Ib DESIRES TO DFAATE FROM 771E SAFt4Y H'PREPS, HE SHALL SUBJECT Hxz CLASS V W-1 WALLS "R" 3R "'"- RCP SHh l MEET .ASTM C XB FCxR S'Rt?,LIT}I, TY'E P -i: HIF ,CON- SI TAI L BE MADE WITH A SEPARATE 4 -INCH (IOD -LIN) ER 70 TIF $TATE DIVI$1OV OF !NCD DATA BY A r' A ( ) RE45TER P ASTM ED CIVIL RUED, .,6T LMR ..NWA CSQ7 rXCEPT ZEST PRESSU Err SHAH BE 5 PSI FtXt RUBBER ,JOINT STRIP AND 1W0 'WELDING SRR)a3. THE d-Ih4CH {lDD-MM) JOINS S"'RIP SHALL pE TriC ALtEF.N 4T PRC)K:tUtJRFS 3'D BE BSE STRLW..,Alt TY, JJSTIt Y+.K; CASGWtI G, AND L'NEk rFSTS M ADCORDAN CA WITH -TIE FOLLOWING P.ARASRAPHs. PIPE CENTERED OVER TFE JOINT, NEAT 5EA-EJ TO THE LIMING, W.FN YIELDED ALONG EACH RULES, ORDERS ANY A FAU LURE 70 rFAaSL. WITH ANY OF TPLU ZIALL BE WET CAST, VIBRATED ANU STEAM OR WATER CURED. JO FIS 51 TALL BE SELL EUGF Tp .ADJACENT LINER smrFTS 'M -H A. I -RNCµ 2o- RNDJ ALL SHAWL rs[ S ATION F CA,TSE FOR THE, STATE OALHSTOtt ( M6M MINIMUM SzRI1 IHR 4 -NCH TO TR$41`ATEL1' SUSPEND. ALL tWNEK. COMPENSATION FOR NOT HE RRDJ?RED BY Mt AND S.aICCJT OESIDN w.TH ACOM-FINED D -RIVE GASKET, (EDU -MM) JOINT SLOP SFA.LL EAP OVER EAtyH SHEET n MINIMULT G:'t" 1j2 INCH (13 COFITRACTOR DY `ADEM .AN FMCRG`ENCY SU: a'EN`�'IGN SRAI F. NOT 3E AI MMj. LO'hED. DURING PVC LAER :;L I.ALL EB CAST Nlfl -FIE WALL OF THE ..?C:P AND SHALL CO'cER S6G' BAL10II ITNNG, THE BOT -CM OF Tic SHCRNU SMALL BE KEPT ABOVE INr LEVEL UR r•IF OF ;HE PIPE. ALL JMORK FOR AND IN CONNECTION WITH THE fNSTALLATTUN CF THE TYLIC P-2: THE .C47 SHALL BE MADE. WITH A JOINT FLAP WORT LOCKING 94CKFILL AT AL_ T1Mts. I INING it? CONCRETE P'aF AND FRI 17 SFALINO .AND '4ELOING OF ..GINrs SHALL BE DONE FXTENSOKS REMOVED AND EXTENDING APPR3XINATCLY 4 INCHrS (IDG NM) BEYOND IN STRICT CONTORMITY Wl JH ALL APPJCARLE SPEG� A¶CNS, INS-RUCTIGffs AND THE PIPE END. FH: ,ANNL FLAP SHALL CVCR� THE OUN(NO IN THE ADJACENT PIPE SECTION E422 CF IHC CTli IFfX•'.NIA LABOR .TACE RFUI}TIES 'i1E CpN7R AC TGR TO ^SDEMiT RECOMMENDATION:; Vt THE LINING MANUFACTJRER, JNCR SHALL MFCT THE FOLLOWING SECTION A WRIMUM OF 1/2 INCH (13. MM) AND BE HEAT-GOEALED it FL4CE PRIOR TO THE ENU'NFCR A UEIADFQ PLAN, DRAWING TIES IASIGN OF SiORI4.G, BRAOM17. RE UIREMEN!°_.. 70 'WELDING. THE :=(ELI] JOINT SMALL BC COMPLETED BY Wtt DINT, THE FLAP RI THE &LOPING OR OTHER PROVISIONS TO BE MALE PY THE bN4TR,ACTG(A POR TIE PLkt'Cir LNI4>' OF TFE ADJACENT PIPE USING 7 Total (25- MN) WELD STRIP. WORKER PROTECTION FROM ?it HA?bRD OF Crt`At6G GRLW(DU FEELING TRF T.B. PHYSICAL I CCES OR OF LINER, .WL. HAVE T14E I CLO NCP SHEETS, W&IERG EXCAVATION OF TRFNCHES NECESSARY FOR THE CONSIRUC"17ON OF IHr PROJECT. IF STRIPS AND OIHn'R AOCESSGRY F -EMS, 3k1ALL HA'h THE FCLLOrnNG PH'Yslr_A(, PRC(°ERTC.S CART SHALL BE TAKEN 1C PROTECT THE F7.AP FROM OAMAr£ FxCCS9ME HFH^fi SUCH PLED VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED NY Ttc WHEN IFFTED AT i7E k5 (Zbc 3.3 )' ANO DISTORTION IN BENDING BACK IHF FLIP TO FXppO THE PIPE JOINT SSM, T 44`9NC CON'S UCIICN SAFETY ONDFRS, THE PLANS SHALL HE PREPARED AVO CERTIFIED BY A AND JOINT MORTARING SHALL RE AVO.CEJL AT TEFAPERATURES Blow `50 F(/0 C), REGiS:11 It`N CIVIL DP STRU:.7uNAl ENGINEER; IIOWEI.ER, USF, OF SYSTZMS THAI ANL: TENSILE SF Ilii T,AL Pq ) PEARNG Cr THE LINER MAY BE REQUIRED IO AVOID DAMAGE. .ESS EFFECTIVE THEN THOSE RE1,1URFO 8Y THE CONSTRUCTION SAFETY CHUrRS IS TENSILE SrRFNCiN 2260 PSI MIN. 2100 PSI MIN. PRCHIMTED UN THS PROJECT. (1b MPA MIN.) (JAM LIRA MIA.) Tlr JOINT FLAP 07 STRIP ON BEVELED PIPE SHALL R., TRIMMED TO A WIDTH ELQHCATION AT [REAR (MEASURED FROM 711E END OF THE SP;COT) OF APPROWMATLI' Y 4 H`..71L5 SPG MAI 9. :TTrNCH BACKFIN 2002 UU, 23OX MIN- FOR THE ENIIgF CIRCUMFERENTIAL LEV'.=YT C.r THE LININC, ( ) SHORE DUROMt ITS, TYPE D 1 -SEC, 50 50 i,5 ALL W't-UJINC. OF JOIN -M IS TO BE IN STRICT CCNFORMANCT WITH THE A ADVANCE SHALL NOT RF LEER OPEN FARTHER THAN ED (2 0) TIRED (SGOT FEET IN S SPECIFICATIONS AND TNSTRUC MANS OF THE I INING MA.NL:FACTUkER. GOWNED [F PTFE LATNG OPERA HUNS ETR TWO HUNDRED (ICD) SFE: TD )PC REAR (WAIN CHAFi.T To NIMAL TEST RESULT) in -SEC. Sr 50 t5 THERFGF, UNI_ SS OTHERWISE PERMITTED BY THE ENGNFFR, WELDING SHAL L FUSE BOTH SSEETS AND WELD STRIP TOG'tmr-R TO PROVIDE A Y IGP7 CHAkDE }1.5 CONIINUOVS ..CINE EQUAL IN CDRROSION RESISTANCE AND IMPERMEMAL.ITY TO HIC UNER Ali 'WORK SF:AAJ "FORM 7Y) THE AFFA<VBLE SECRDNS OF Di STANDARD PI ATE. :SFEULCA3014S. )ATM JULY, 189?, BEDDING CLASS SHALL DC AS SPFCIFlED IN rir TENSILE SP "'' - - EC uEHS SHALL Bt RR c CPAR>:U AND . D 'E.IED 14 RH (25 N CIE 'MIH ASR NDS-A'R z ASTM N€IDING - TOOLS SEAL P P ROA3E EF IPC OP UC+15 341 'tea � RJ=Ni AIR .STORM DRAIN 2 USHU arit 70 THE SH IN AND U LII rFY =r � e G. WflGHf CLIA - CEPS TG Ht WONDQII IN_. NCE 5F,C;I ACMIP N., . a MENS 'AIAIL .i LL lit IN L DE '.�-INEar ' (2a'MMj BY JOINED AT A TMPERA ILLRE F:E(WEEN SUCJ ANG 5D0 F (r1EG h4D 3L8 C}. ACtX1RCJANC`E PIH CTr S'i.\NDARR S 341, LNCCFT THAI Ct%tipA,C'JUU S1{ALL 6t NO IE�a4 3 INCA (75-IRMj S.iMPLE5. �PFG'MEMS t[NE TESTING OF HATlA_ PHYSICAL WELDING TOOLS SHN-L BE 11171, APPRUXMATF.LY 1/2 INCH (T3 MM) FROM AND MOVED THAN NINETY PERCLNr (ROM UP TO THIRTY INCHES (3D") FROM r%iSHLO O'EADE_ PROPERTIES ,MAY 3E IAXFN FROM LINER PLANE SWEET AND WELDING SIR'P AT ANY BACK AND FORTH C1'LR THE JUNCTION OF THE ;WED MA IERIALS TO tlt .ICJINED. THE TIME PRIOR 10 FINAL ACLw: ANCE CF L:L WCRK. WFLpING TOG SHALL 6t MO"JEO SLOWLY FkpEGH A.B THE WELD PR HE LOI E T4 CAUSE BAS:KFII L MATERIALS IN THE PIPE ZONE SHALL DE ''LACED IN LAYERS NOT TO ExIon) TJNER IN ntc LGCI;IHG F A SMAI L READ OF MOLTEN MATFRI.AL TO BE VISIBLE ALDNen: BOTH EDGES AND IN FR,u,,' TW'EL•'� (12) INCHES SIMGR.TANEGUSLY. ON EACH SIDE OF THE riPE IN SUCH A MANNER xTENSiONS F,N9EDDED IN CONCRETE SPALL W iT STAmi A OF THE wRl r .TRIP. AS NOT TO LIAM NCE OR I) STOOD THE PIPE OR IIS At IGhMENT AVD ERASU TESD PULL O.- AT LEAST CUE) POUNDS PLF I:NEAR INCH (TBGO KO/'d), APPtIFO mt r0{EOWANG SPECJAL REQURCMEKT SHALL APPLY MIEN THE LNFR + PERPENDICULARLY 1'0 -FIC COIJONFTTi SURFACE FOR A PERIOD OF CWC MINDED. Ni Titlt7T 3EK7 COQ+� iS DA,MR-L ULA t RUPTURE OF INF I TICKING EXTEN$ICNS OR Wi. iJIR.^.'AIA' AF:DtA CMBEBMtNT. THIS HST DEGREES: FCR WU. ABOVE THE PIPE SONE 9HA.L_ aF FREE OF DET E%ER!OI:S MATERIALS WHEN GROUNDWATFR IS ENCOUNTERED THE. I ]KING JOINT SHAL NOT OE MADE UNTIE AND LIMPS ON ;TONES EXCEEDING THREE (3) INCHES IN CRE.ATEE1 DIMENSION AND SPLAILL LTC MADE. AT A TEMFLRA'TIRE OF 10' - BO' t[2'.' 27' C] INCLUSt4E- MORRIS OF GROUNDWATER -' SHALL 3r PLACED IN LAYERS NOT EXCEEDING FICHTEEN D WATER HA„ BEEN JOINT. NUL] FUR. AT LEAST THIEL DAYS AND (IF,) iNICHES. TAMPING, LAYER NO 19BJ31 C LOCKAGE I$ CYIDEN 1 AT THE JOINT. SHALL BE T-IDIGTHE' CCH4PAG7E6 HY V13RATUkY' :7IR MECHANICAL TAMPING, 0P BY A ALL PLA.S NO IT PLWIF SHEETS, INCLUDING L.OuK NG txTrh$ICXJa, AT .. JOINT, CChLDNATIDtd OF THERE METHODS. FL]ODINC AND „ETTNC SHALL NIST : t AGREES AND YIELDING STRIPS SkAi,L BE IIREF OF CRACKS N7IFN WELDING THE DG'NRSTREAtA SLOE ATF A KNNJ STRIP OR FLAP, GD NOI WELD T BE A,LC WED. . CLEAVAGES RIA OTHER pEFECTS H TO 8 NCHF'S 15U TO ED THERE .4HUS. R I i FAST ONE LOOT OF CCIT2R OVER THE PIPE BEFCRt t. APACND'J ADVERSELY AFS-UT:NC IZE PROTEPAIR 'CHARA,CT"RISTICS OF T -E t.IA'ERIAL. Tt ( D tAER AT THE RAC IN'JtRT F9 PROV'.EE kELrtf OF ABOVE TIME PIPE ZONE IFUL BE ALLUWE7. ENGNCrrs MAY -AUTHORIZE IHF REPAIR Ot wffAi J&LCTS BY APPROVED Mtn KAT$ PCTEN7I A_ FUTURE CRUUNVW4TER BUILD -DP. 1.H. APPLICATION 1Y1 CASF-UN-PI ACE CCNG?FTE STRUCTURES - SPFLAL IAIPOR'ED EEDJINf ATDD 6ACKTILL MAILRIAL SHALL B: OBTANEU• AND AKY EXCESS THE LINING :.'(ALL HAW GOOD IMPACT RESIS`SIANCE, SMALL BE FLE)]8LC AND SHALL REQUIREMENTS. I INER SHEETS SHALL BF CLOSELY IT ITro AND PROPERLY SECURED TO RREDD'NO AND BAL)a 11 I, MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT air NAVE AN ELONGA.'ON ,FJr-FKA `NT iD BK10C:C IIP TO 1/4-JNO IS MM) SETTLING THE INNI'R FORMS. SHEETS SHAU BE CUT t3 FHT CURVED AND WEA PFT SURFAC;tS DISPOSAL D 'HE CON IRACTR,Y2, CRACKS; A. i.CI MAY Y UCC'i T• r R M THE FI USI l P I A M IEA E CIA IN t C IN 1 _ J4IV7 JM NUA7BEF F AFTER INSIAJ pF SEPARA tE H TYIIHD UT DAMAL;F LRT10N _CES Tp THE LINING r r rI_ CONTRACTOR - '� 1 CTCR MAY UNLESS L LHERW. SUBMIT f0 711E I,E SHOWN pk THE PL FNS„ TkE LINING SHAL[, BE RETURNCp AT rN-SITU MATERIALS; - ENGINEER SIEVE ANALYSTS FOR Ui'N 7ATICh) OT' i.C. CH,MIRAL RESISTANCE OF EINFR" AtTM CONDITION, LEAST 3 INCHES (± MEd) Al IMI SURFACES OF CONTACT RE -PREEN THE CONCRETE NG TO CONSTANT STRUCTURE AND ITEMS NOT OF CONCRETE (INGLU I.Ir" M.ANHOLF FRAMES, GATE GUIUCS, ACHIEVING LkM BE'JUING BELDw !'. 'WEIGH' AT i'0 F5:43 C), TINS,; F SPECIM_NS AND {1LICHT CHANGE SPECIMENS SHALL CLAY PIPE OR BRICK MA -MID S AND CLAY' OR CAST FRONT FIVES), EHE STINT BEOYN4G" SUPPORT FOR D I I r `'PRINrTONF, Cf,h7RAC:TUR :SHALL P';OV7DE 'MA RE EXPtYStb TO THE FIN LOWING SOI„JTUNS =txE A PtTTI{:D OF 112 BAYS AT 77' F k6 PROCEIXIRE SHALL F.0 FULECYItD AT ANTS YAFFRE THE TYPE OF PRD'£CTIVE LNINC IS THE PIPE E PPE BELOW THE SRkiNOUNE. FIRM !1MOING MEANS CHAT (25 C L3 } CHANGED OR THE NEW wOnx IS BUILT TO JOHN EXIS MUST PERT GN THE [I7ANULAR Mt,TFRIAL SrECLFG PREV7iNJSI Y' IN T.1. .T.4L TYPE OF f ONTACTF. AT EACH SP RETU N - EDIFICATION S. R iNt kt ILIRN AT JB-RAY£G L?s�k BH - IN TEKVA ALL BE SA! LS TENSILE .ED TO TtIL - . SPECT HENS ITEM IN O AND W"I li CONTACT WT .H G T L7iAN[,P THE SPECIMENS r PF THE; DH :9i 1 _D CON[7Y F ATL BE REM } ._ FTE. T THE i O+E. 'TEAM F .N LINER CRNNDT AC OF LHF 1•• BE SEALED CHET IuM1L 1 � 1 W17H hJI IF SELL TC NS SIVE DECALS AND TE5 + . SC 'TELL UK TF'C N CO_'LItHG H:. OF THE RES” EHA1.L RF - - E JC1HI AT �r _ CAREFULLY X 'A THE REPURr E CRb .TLD AT P A(k_xMO C BEING i. W ROPER ] ANC. "M r' '� Vt3 I1DE ;#R INTERVALS S a:ETIGN ? ROUGH OR 0 -2,G3"l.d PAR 11LCAUET. Eli" SAFETY THAT NO PAPE C THE LOAD IS SUPPORTED BY THE BELLS URD APLINGS. DURING A. 2 ABC'.E, IF ANY S'EOItu:N SAILS TO RE€x)LATpNS,; THE .IGINT SPRLY' SJIALL BE taCNgRY GALT KED PTH i CAD YRODL G'.R OTHER BEUOINC AHU BACKFHLLM4G, CONSOUDATI GYr NATEHtAI. A c MEET TME 112 -DAY BEQUIREMEH Is OEECRt Gx'h!PRETIDn OF THE 77;.° -TAY EXPOSURE, APPROVED CAULKING MATERIAL TO A DEP IH OF 7 INCHE''S ECJ MAI.AND o ROUND AND UNDER BEI LS Fri` MA.TFJt, Ai WILL BE B.IHJFt,T TO Ki'JFCTON. WITH A MINIMUM OF 1 HIGH 925 MM) GN' AT4 APPROVED CORROSION RESISTANT EU AND COUPLINGS SHAL I. BE AV{NUEG. MATER: AL CONTRACTOR SHALL SIIOVEL-SLICE OR HAND TAMP BEDDING IN THE HAUNCP AREAS. AS THIIN THE HAUNCH AREAS, 0WE IISt�NNO7Ot+ DME�I��MPI� 94A! BE•DOME BEFORE THE BEDDING IS ERCUGHT UP TO THE CHARTER PCBNT Or THE Per(, A MAL BADIVEI L• "BEDDING MAftNUI" AS SPESFI£C BY ASTM 2321 8 SMALL RE UO«cD IN 41W PIPE ZONE FCR IHCIAL nAL'KFILL ELITES TNt PIPE HAS flL_N PROPERLY LAID AND INSPECTED, NIIIAL PALXFILL SHAWL BE PLACED CN BOTH .SIDES AND OVCR THE RIP= TO 61;CE1 A. OCPTH THAT, AFTER THOROUGH CHkISOUnATION, INC FINAL DEPTH `._HALL BY AT LEAS( TO THE ELLVATGN SHG%N ON THE PLANS, THE MATERIAL SIA I OF CONSOLIDATED BY 'AHRA'ORY OR MYCHANICAL FAMPCNG AKD IRE EOLMOMENT .AND MANNrR OF TAMPINr MUST BE APPROVED IN WIRITINO fly THE ENGINEEYI -RICH LO CGMMENDNO ORERAn OH. IMPACT FGHIPMENT MAY BE ALLOAT-D U40ER Pia' DIRECTION CR THE ENGINEER. HOWEVER, THE CONTRACTOR IS Rf'SPONS'tt4.E PCR ANY DAMAGE RESULTING FROM UNE USE OF T1HG ECUIE'MENT. HYD.i.S-fIAMMER WILL NOT BE PEP.MITTED. BJRCE +IEkT RACkCt',L ABOVE. UHT- LE'MEL •3t' INITIAL BACKCILI„ THE 7VE.kCH MAY B_ 'MERI HACKALLED IH NATIVE MATERIAL RESULTING FROM TRENCH tXCAVARON, OR. AT THE OPTION OF THE GONTRACTGR, SELECT JHPORTED MATERIAL S MAY BE USED, KARVF MATERIAL las IMPORTED MATERIAL. MAYBE COMPACTED BY TAPPING O AND IBR RGLLK G. QBN C EQUIPMENT AND METHODS APPROVED BY THE ENG7NEEk. WHEN THE CONTRACTOR COMPACTS BY TAMPIND AIED/OR DRILLING, THE DV,XFiLL MATERIAL SHALL, BE PLAV.D IN LAYERS NOT EXCEFCiIPG EIGHIttN ('S) INCHES IN LOOSE DEHIHL rACH LAYTIP BEING 'FICR LIICHLY COMPACTED BY TAMPING AND/OR ROLLING DCFOR- :S OCTEDING I AYCR5 ARL PI ACED. COMPACTION OF SJR1EGUt4T BACKFILL MEAN TWO AND CNE -HALE (7-1/2) FLED OF FINISHED PERMAI+•ENI STIRFACLNG SHADE SMALL BE ACCOMPUSID BY TAMFLNG AND/OR ROLUNC AS SPECAIED ABUSE. WHERE THE TRENCH IS WTHIN TRE PAVEMENT C,A STREE•S, THE BACKFJ L WITHIN TWO AND ONF-HALF (2-I/2) FEET OR FINISHED °ERMANtNt GRACIE SHAL_ BE CCMPAC'}ED to NINETY FELICENT (906) PFLATI4E *INAPACT'ON. BURSE UENI DACKFIL. PI ACED BY TAMPING AND/OR ROLLING MALL BE FREE FROM SFDNES CR LUMPS EXCEEDING THREE (.3) INCFES IN CREATEST OIMFNSJON$, VEaTETABEE MATTER, OR OTHER 4NEATSFACTD7Y MATERIALS. Al NO CASE SNAIL JETTING OF ALLOWED FOR BACF,'FII COPIPAC71ON MT41N THE STREET, WHEN AI'PKOVFD SY THF ENGt{EER, JESTING MAY BE USED IN NON-SIREFT AREAS. F'ACgL- F-$ENtf•-t}ND t:DMPAC.ngtJ TESTING OF BACK II.L MATERIALS AMD COMPACTDN FYIALL BE IN AC.Y,CRDANCF WITH SECTION 13, `LARTJNY,JRK' AND SECTION 6-3. "IESTNC', Of THE STPACARD SPECIFCAnCHHS, STATE OF CAJFGRNIA, DEPARTMENT OF PUBLIC 'ANN:KS, DVNION OF HIGHWAYS, EACH LAYER u- RJACKFILL MAICRPAL SHALL MF,CT THE COMPACIILNJ, SAAD EQUIVALFVT, AND GRADATION HCQUIREMENIS BEFORE THE NEXT LAYER IS PI_ACEG. LACK LASER OF BACKFILL SHALL BE IHUROUGHLY CDMPACTED TO IF REL.AIDer COMPAGOON OF NOT ;ESS THAA IS SHOWN ON CITY OF BAXERSFJELL) STANDARD S -3P 65 MONVIED GN 'HE 0DNTYACT PLANS, EXCEPT THA- COMPACTION WITHIN IMF ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (0D7} RELATIVE COMPACTION FOR THE TCA' FINISHED 30 AMD SHAD BE DETFHMINED BY FALWYRNI.A TEST METHDDS 216 OR 231, OR ASTM (CARRENr EDITION) DTbb} AND CME OF TRIC FOLLOWING 02522 DY RIESS. IF THE RELAIIHE COMPACTION AS DE'.ERMINEO BY TF$TNRC FAILS TO MEET THE ERECTED PERCENTAGE, THE TRENCH SHALI. BE RE EXCAVATED AND RF.-COMFACTI;O, COMPACTION JESTS Nits BF TILE SUBDIVIDERS RESPONSIOILTY. THE NUMBER AND Lt'?..ATCNS OF THE TESTS SMALL BE DET'FRMENED BY THF GFIY ENUINRFR. 10.PIPE IN�LU1, -V S_WFR POPE SHALL CONFORM TO lit PIANS, AND THESE SPECIAL PROVIEYONS- 111C PRICE PER I NEAL FOOT SPALL INCLUDE BUT NOT BE LIMITED TO EXL:A'IATIGN, CIS DUING AND BACKS ILL. FtAbMNG OF MAl LRPP S. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CARrFSJLLY HANDLED AT AL1, 'tMES. ONLY SUITABLE AND PROPER ECtIpMENT AND APPJANC'.F$ SHALL Fir USED ECR THE SAFE LOADING HAUFNG, UNLUADINQ, HAk ELING AND PLACN3 OF MAIERIA{S, SPECIAL CATE SHAJ. 13F EXERCIaED SO THAT PRE.FCRNEV ' RESILIENT JOINTS ON PIPE AAJO FITTINGS Yolk NOT HE DAMAGED. ANY PIPE LIR F,T7.NC NTH A JOINT DAMAG'tO OR FLATTENER YALE CADS' THAT PIPE OR FITTING TO BE itJCCTED, , PIPE LAYJ'IG. AD PIPE SHALL BE LAIN UNTIL THE ENGINEER INSPFCTS AND APPROVES THE CONDITION Ut"THE BUT ICIA OF THE TRENCH, PIPE SI TAAL BE INS TATTED IH STRICT AL:rxY:.'DAN':E OATH MANUFACTURER PECOdMENO,hor HS. PIPE LASING SHAL? BEGIN FROM THE OGWNSIREAM END 4E T'fL IHUNK SEWTR IR AS INRECTFO BY THE FNCINEER_ PIPs I ;MINA SMALL PROCEED WIT+ EACH PIECE LAID IRUF TO LINE ANC CRASH, AND IN SUCH A MANNER AS TO FORM A LIME CONCENITET JOINT VAT14 THE. ADJOINING PIPE AND TO PREVENT SUDDEN U ,I ;xET^a IN THE FLOW LN£_ AS 'HE W,BRK PROGRESS", THE INTERIOR OF :HE "RE SHALE BE CLEARED Or ALL DERE AND DEBRIS OF r'J£RY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN 'HF CONDITION OF THE TRENCH OR THE WEA HFR 3S U4RSUI-ABLE, AI TMEB Al EN WORD: IS NOT PN PROGRESS, OPEN ENDS OF PPE AND FITTINGS SHALL EEE UOUSM. WITH BELTED END PIPE, BTL HOLE'S SHALL THAN BE EXCAVATED AT EAC;r JOINT T{7 r'ACILITATE Till JO14r OPERATIONS, AND SHALL HT' ONLY OF SUFFICIENT SIZE FOR THAT PUHPGOX< IN ORDER THAT HELL. HOLES MAY BE PRJ'-ERLY LOOMED, NOT MORE THAI SIX (G) (HOLES SHAM BE EXCA'I+WIrD AHEAD Dr ACTI.SAL PIPE, LAYING, CA AL'CCUwr or tH: V"?IATIONS IN ,.CAN; COOLTER2121M)l OPERATIONS. CUTTING PIPr. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTFto PIPE AND �VVCIAIE CASTING NEC ESSAHY TO THE T ACCURA E Y, WIT4i, AND TH1 EDETI AND TUE T47 C ALL PFR SiA_L BE CUI ICJ FIT ACCURATELY, VI17H SMOOTH EDGES AND FACES, T47 CONTRACTOR SHALL DT RED'PON55I E SCR THE tXXRRECTNtS'S t7f CUTTING .4tJD NG J-0;MPONAL COMPFNIOICIN NILL RE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INOGMRRCOTLY CUT. PIPELINE TESTING, ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WOMEN COMPLETES AND READY FOR SERVcE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE 'JN40RM PLUMBING CODE MY TEST MEFICD UPC 3G. 31$-6(4), OR -DIE wA)ER EXHLIRATON TEST CR AIR PRESSURE TEST PER SECTION 305-1.4, "ILSMNC PREUNF'$' OF THE 1994 CDITIONS. "ST$ADARD SPECIFICARONS" FOR PUBIC OORCS CORSTR.E'CTUR, AND CHAPTER 1.3 OF THE CITY OF BAIALFUTTELD SUBDIVISION DESIGN MANUAL, ANO THE PIPE STPPLIER'S PP.JIREMENTS. THE CONTRACTOR SHALL NCMFY THE ENGINEER 24 HOURS PRIOR TO ANY TFEJTING, II_CANING PIPC TINES- CARE SHALE IF EXERCREEC ON LAYING CF PIPE LINES TO EXCLUDE DIRT AND ANY QTHrR FORELA MATERIAL WITH PIPE LA"tNC IS INTERRUPTED, AS AI NIGI IT, THE PIPF ENDS SHAL I. BE SUI IARLY CLOSED. UPON COMFIT ETIGN, AND BEFORE PEALING µ{TU SERVICE, ALL 1.1.4r5 SMALL HF F-I,ISHED AND MANDRELI.F,} TG REMOVF ANY DIRT FR FOREIGN MATERIALS WHICH 'RO:1:D CLOG PUMPS, [QUIPMU'l 1, SPRAY HEACS, ETC- THC CCNTRACTOP SHALL HAKE PROMSIONS FOR PREVENTING ''{IRLLYJ MATERIAL FROM SEND FLUSHED INTO AN Lx SING SEWER :INE. HrW.'ER LATERA[.$, SEWER I ATERALS S'1ALL CONFORM TO THIS I4 EVERY REGARD. EXIST11B SEWER LATERALS ShALL BE LOCATED BY THE , eENTRAC-CRR ANA. CCh4NE.LTFD TO AND EXitND_D OR RECONSTRUCYLD ACCORDING IO THE PLANS, COMPRESSION EAXIMINGS MAr BF UTILIZED FOR CONNECTING TO LASTING LATERAIS, POSTm. GRADE -0 T}' TRUNK SEATS SHALL Ht MAINTAINED AND INVERT GRADES SET AS ':APF1D ON I E pEANS. SF.WIER 5YYL5 SHALL 6t INSTALLED ON THE TRUNK IN ACCORDANCE WITH THE PIPE MANUEACRIFIERS' HLOMMMENCAPONS, PAYMENT FS„VP, SEWER IATERALS WIT_ BE PAID AS SEWER FOR THE APPROPRIATE DIAME!FR.S. it, SY`:IEN TESTING A MNNI)REL TEST AND PRESSURE TEST SHALL BE PFRFG?MED ON INSTALLED PIPE 'N RCL`HA4DRNCE WITH THE CITY OF SAKE ER71ELD SUBDF',•I5!ON MANUAL AID THL RECOMMGN3.4RONS Q' THE MWNLrAcrL7RER_ PROP ID FINAL ACCFPTAI,CE, ALL SEWER &NES SHALL BE INSPECTED WITH VIDEO EALPMFNT DED14ED FOR THIS PURPOSE RHE- TELE'MSIr3N CAMERA. SiVLL HAVE THE C.4PAR:'u TY Or ROTATING -55(17, NI ORDER TO MLW AND RECORD TEE TOP AND SIDES OF RIF PIPE, AS REQUIRED. THE 'ADEO NSPECTIUN SI IAI L BE WT 3CESSED BY THE C17Y'S CONSTRUCTION 11,15FECT:M, 0-0 WILL ALSO N,!TIAL N'Lo DATE )HE "CHAIN OF CUSTODY ECRM, THE SUROIVDER SHALL IMMEDIA ILLY NOTIFY CITY OF ANY PIPE LOCA'600% REVEALED TO BE Nor IN COMPLIANCE WD!t rHF. $LECTFICAHO4S A RECORDED 'VIDEO CASSEI LE, THE CCMp_F Tr: -CHAIN or CUSTODY` FORM AND A WRITTEN LOG (WHICH ]Not ODES THE STAT'DNING, BASE! ON IRE STATTON'NG OF THE APPROVED PLANS, OF ALL v:NNNFGTEU LATERALS) SOF THE INSPEC^ON SHALL_ BE PROVIDED FOR 'VFWING, AND SHALL BE APPROVED BY FHF CITY ENGINEER PRIOR TO ACCEPTANCE AFTER ACCEPTANCE, IHF, ES Q CASSETTE SHALL OCCOME THF PROPERTY or THE CPY. %iYF T2. FITTINGS SHALL BE IN..E f:ii •CIV MELDED IN-LINE N LINE TTYF AND SHALL EE USED FAx? LA ,ALL HUR RAL AL PLANE RU AmURUNNING SHALL BE THEROTATED A MINIMUM H 23 DEGREES ABOVE THE HUK Lt:NTAL FLAKE RUNNING. THROUGH 1.11E CENTERLINE OF TIME NADL C1 LAJ'_RALS SHALL BE 4" IN MANICTER EXCEPT AS NOTED ON PIANS, FXTFNDING A MINIMUM OF 4' HLYOND THE PWIPFRTY LINE CR R GHT-OF-FAY LI,E Will: W' OF GO IRS AT FLOW LINE SURFACE MARKF N'S FOR SEWER E L4TEHAL5 SHALL M HE INSTALLED IT AT H E PROPERTY LANE OR RI -'HT r _UF- ''V•''Y LINE AS SHAWN IN LHi _,SEWER LA r' MAR)'LT" GE=AIL. C.D.D. Sm. DET. SW -T, LA IERAT S SHALL BE A MINIMUM OP 2,25' &CCP AND A MAXIMUM OF 7' OCEP AT PROPERTY UNE OR HIGHT-OF-WA.Y LINE AND .A VNIMI rM OF 2-b" DEEP AT FLOWWJNE 11 ALL SLWER 5-1036 SHAL_ tit. Ei OEe4U WIT.1 •,A STANDARL' PLASTIC PLUG. SOLVENT WADED 14, ATI MANHOLES SH,A.I RE CONS1RUCTED IN ACCOR)ANE Mni THE Cr`Y OF B.ANERS11FLD St.4NDARC CH 4',71NGS $-71 S' .B, AND S-21 AND SFCTONS eU-7 G2N AND 71-1.07 OF THE STANDARD SPECIE CA NGN S OF THE STATE OF CAL'FOrVA. vL!'AADIENT OF TRANSPOR"`.4TON, CURF.-FN r FDU1CY4. ALL CI-AFJaUTS SHAL: 9E CONSTRUCTED IM A.CLX,RDANCIF 4714 THE CITY RIF BAKER5:3171D SrANDARr ORARNG N-717_MANUIDLES S-A U BE TYPE "A.' FOR PI"ES UNDER 43" 1.4 7IA,MENFR AND TYPE "R" FOR R;PES 48' IN uu1t "rrR OR LANBCR. UNLESS NOTED CIHLI,MSE, THE BOTTOM MANHOLE BARREL AT THE MANHCH r FOUNJ,ATION SHALL AT SrT CFU A 2' MORTAR 5=D OR SET ON KrNT-SEAL, IN A GROOVED rUJNDA.';OH. 15. ,+MfilU, DRa h EFF SPORN DRAIN : J.;F CONTRA'IrCR ';FALL UIIL177 PC= '0 1- CLASS; III WITH RUBBFR CASKE' .04TS PER AS'M SPECIFLCA-ION C-76. LNit5S O'HERWsr NOTED GV THE CONTRACT FLANO. r REIN n � F,RLLU r SHALL FSE. rsrl NF JP.LtiC T' =a CONCRETE . 1 F SHALL iXNDF ORM TO THE r F`,i �'Fl4Of IS I4 SECTION 6S � ^ RE'bP_ PR -O D DCRCrF PI E, OF 71E STANDARD SPECIFICATIONS A.hO THE St! 5'ECIA_ I9?()N:TIONS. E%CEP- AS O•IERWSF OCSIGNAILD HY CLASSIFICATION ON THE PLANS Ori IN THE S-ECIH;:ATOn S, JOINTS rM s'AIL'VERT AND OPARAPOL PIPES SHALT. CITKFCFNd TO THE PLANS OR SFLq._1OA-'ONS FOR GDINDAR3 JOINTS IYDROSTA.)IC TESTS SPECK LEI BY iECIICN A5-1.0 "LAYTMG SIP -ON AND PRESSURE 'IPF-, OF THF STANDARD SVLC1-PA.TIDV8 WILL IDT BE PFQUIREC. REINFORCED CONCRETE PII'E SHALL HATE RUBBER :A,K"'^_V JGINIS CONFOFY.ING TC ScCIrY4 65. i.OBD, "RUBBER G4SK7EC •14XN"", OF THE STANDARD SPEETPICAF COF, MANR-ING OF MATERIA -S. All PIPE, FITfINER. SPECIALS AND CA5TINCS MUST ;it CAEIFULL"' HANOLFD AT ALL IIM-B. ONLY Bit rARi.E dNQ VRI Ep, EQA, MEN ANU APPUA.NC,S SPALL BE USE:'. FOR THE SAFE LOADING, HAULNO, UNJOADING, HANDLING AND P'LA0r4G :X VA—, RiAi+Y SPECIAL CAW: BHALL BE Lxt m5tT' SO THAT PREFORMED REStULHT ,.GII;S ION IFF AND `HIING$ WILL NO IT DAMAGED. ANY C"PE OR FITTING 10'4 A, V)FAl 9A:JA6ED CR L! ATIEPIED 'AL C;USE THAT PIPE OR FITTING to Br REJECTED. Farr tAYi1:G. NO PIPE SF -Ai HC .AID UNTIL THE ENC!IELR INSPECTS AND APPROVES THE CONDITION Or THE EGTIGN BY TIIF TRENCH. PIPE S-'A.LL UF. INSTALLED IN STRICT ACCORDANU"'WITH MANUFACIUM-WS ?EC<kdMCNDATU\E. PIPE LAHNC SNAJ. BEGIN 'ROM TFL OG'dNSTREAM END OF THE STORM DRAIN OR AS %LPCCTED BY 'II' EII-INEEP. PIP- LbdNG SPALL PRUrtrr, WON EA1CIr PECE LAID TRUE TO UNF AND GRADS., AVD 'Y SJ -H A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE AD,JONINO PIPE ANT, TO'kLurNT SUDDEN OrrSETS IN THE FLOW INF. AS THE WORK PROIGEESS"S. TIE INYEPIGR OF THE "IPE SHALL 3E C FARED OF AU LIR' AND DEBRIS OF EVERY L:LECRIPTION, FII'F SHALL NOT RC LAID WHEN THE CONDITION OF TRE .7F,F4,,-H OR LH'' NFATHER IS kJNS:J1TA3tL AT TIMES 101171, WOiK IS NOT IN FROCRESS, CIAEN :141)5 OF ,rI 'F. AND FITTINGS SI TALL Bt JT DS,FO - _ AFT, RELLED E*.0 'IRE, BELL LKS rS SHALL THIN BE EXCAVATED AT EACH JOINT Tp +� ___ FAC'UTAN. THE JOINT C:R'RATICNS, AND SHALL BF ONLY CE SUFFICIENT SI77 FOR THAT. I'J4PCSE. IN ORDER THAI AFT L ROLES NAY EE PRrJTRI Y LOCA 'I`D. NOT MCHC T.IAN STY: (VA RETIES SHALL DE EXCA'vATpP .A,itAU O AO -UAL ?IPF LAYNG, €N•! ACCOUNT OF T'4E VARIATIONS IN JCHNr ..^,Ay STRJ;:NiO4 OPER-TIONS. THE C"CYNTPACTDR SIIA,J MARE PRC*AFIONS FOR PAi'VC,{',NG LiSRFrm MAMPIAL FROM BEING FLUSHED 14'O AN EXPOEG STORM TRAIN{ LONE. -.IrnVG PIPE' 7-1- CONIRArTCR, S1 AU PERFORM A.1 WORK CF CUTTING PIPE AND SPECIAL CASTING NECFSSAP I` 10 THE ASSEMBL", ERECTION, AND COMM{TON OF TIE V�'A-H r'A]RK. A.I. PIPE SHALL it CU7 -O "IT ACC:)RAffI Y, WITH 'SNA..{)3H EDGES AND FACES l' 771E CCNIHACTO4 SHAL BE RCSP.,{y$IBLt FOR 'HE CCA??ICINESS Or IXJTTaVG AVB NO 4� AVLY7'ONAL CVWmRDS,4T0N Mi.:_ 9F ALLDAED EOR ANY MATLRALS 'WHICH ARE DAMAGED OR INCOA lr^TLV' CUT. 16. .TIOREdJI/44_Lu LIPL_ CASING OR SWCCIII OU'TSIOt W:^.I I,ED 'ILA ICER BORED/J.ICKFD PIPE SMALL BE "•-STALLG�. I- SHALL IIAVF EVEN HEARING THROUDNDJF IT'S ;rldTH AND SPALL SLCPF I Ci'rARO 04'- AND, SPACE Fit "RFES CAENC, AND-IFEIINE SHALL. fir_ BACKIIIIED WITH SAJ,C. IF THE PUT ANY CASING AND INSTAL -FD B`.' BUi ",t>. THE SPnC- AROT, P TME CAS6NG ASL} SHALL BE BAt)kgUFD OIIT14 GROUT UR SAND. IMF ENDS OF $PA,:E B_VNCIF'," THE CAS Nr AND IFF PIPE SHAL. HF SEALED WITH CRSL'7. THE STRENGTH DE PIPE N-R1rNA'7W IF THF PLANS OR SPECIFICATIONS IS EFT-RAINEIJ FOR VERTICAL :OAD ONLY %.4Y ADDITIONAL PTRES,GTH 'HFTJHRE3 BY OGPING,AJAChTMG OPERATIONS 'SHAD. BE FUIRNiSiIED AT 'ill_ CON'RACTCMS r:xPEHSE. INF CGNIRACTOR SHALL SUHN'T TO THE EV;..,\EER FOR AP-ROVAL c i_ PLANS OF GWING,/JACKINS C9E7.4110IPJ PRIOR TO BURNS OR lACKIEJU 9ORING/,.Af:KINE, OPERARCNS SHALL RE COh PtCTED .N A SAFE ANO EFFICIENT MANNER, CUHSSTENT WIN CURRENT AGC£FTCU FISMI:UURFS WATER BORING SH N L NOT HC PERMIT ILI lHE ce,sms PImE SHALL Y' ,JACKED W7TH SUCH PRrCrJON IYAT WILL At: !4 THE RF.PLACEMEt.'T Ot II Ir PIPELINE -0 TSE LINE 0-47 CRAVS AS RNDRCArED Eli I -E PLANS, UPON CONIPCENO'J OF THE'NSOMLATOV LIE UHC CAS'NG ANT, iN`TL. TAATUON OF INC PIPEL:Nt m GRACE, r -IL WAD BETWL N THE CJA:ING, OR RC NIIFmAND. TME rXCAtrANON SI&J. BE CGIVRE7ELY FlLL:D tMTH SAND, O'TUPACTED UY THE 'TSC OF AIN BLOWING SAND CQUIPMEN7 OR ANY CIMD! MFA,45 ACCEPTABLE TG' 'Hf- UPON HIS A-PROVA2_ I' IS THE COL -RAI: LORIS RESPLT\EIDII Irf -0 MA14TA'K• A SM.- OPERATION AT ALL EMF.$. SHCUI O THE FJF0V' NF.AQ!'-G OPrRAIDNS kL51.'tT M GAN,VJEjJ$ OR UNREASONABLE .'I OJSI NO (it MATER AL WHICH MAY JLB--ATI:I?E T.TE SAFETY OF WORKER`. Ors Tr.E S'FABIJT- OF THE SCII, AND RUADW'A f ABUSE, THE CONTRACTOR EHAtt. Fv3NISH AND INSTAL URFASTBOARDINC, AND/UH FACE CLOEUIC ''NTH SUFFICIENT JACKS Tp Y'1817 IHF SLOJGHIN ANO/CR CLOSiNC THE WORK FACE, THE CON:SACTUR, ELt'UkF RFL ".)WINS WORK, SHAL rUrNISH 1"F CH:JNEER WTH A DL FAILED PLA"{ Or PRECEDRG MUM -HE WORK, FOR HIS lirl4E',V ANU APPROVAL. ANY AND ALL EXPENSES T-IcREFQKL WILL BE CONSFIERj3 AS IN,",LLGED IN THE IND PR+,E AND Np ADD' !UN.4L COM,-'ENSAIION WILL 3E MADE THEREr C:RF. 17. MITILH * RAOTIRES MINCR BTRUCTU'R---:. PORTLAND CLMr4- LOTSYETF FAItDI STRIICTURES SHALL CONFORM, IN DESIGN, MA. PIYAla, AND CQNSTRUCF'G\, -O TRE RROMSIGNS OF SELIKENS 70 1_G? „ Cr THE STANDARD SPLGFlCATONE ANY! Td ESE SPECIAL FZCVIS/Y44 NAAHOLES SIIA,,L C`J.Vf'_`M TO THt CITY OF BAKtR9fCD STANDARDS S-7 AND S-6. OPG' NLE IS SHALL CGIJFC.NRIA'O THE CITY OF BANrRSFIELD STANCAAD S 12. IrMPORARY INLLF r,RA"ES SPAT! r'1 AK , CONFORM _o DETAILS ON SHE T C PRECAST CYJN;AE?. TAPER, AND YC(. NTFIC =LAT TCP SEC -IONS SHALL MEET THE SIRCNCT, RLQUIRCVENT UP A5714 C 4.13. EACH S:X;F5RVE MANHOIE SECMIN SHALL BE SEI OR A BED Or PORTI.At,I O'MENT GROUT 0R "KENT S;AL" TU MARK A W ATERTIG`T .JOINT, SHALT. Ii: NEATLY POINTER OJ RIF INSIDE, AKD .SHALL B`_' SET PL UD. 18, AC LEO-„LgEvt MONULu'EN L ETD: CE F'J :i: SURbEY MUNI:M-NT AND 1KAMF AND CB'IrP WITH ENCAS;MNTS MAI BE AD INSIAH .ED NEW' Tn rNiSM ORA9F .4T O A JUST. OR 4E L,NS . AND SHOWN ND THE. -29.. r 4 S IN AC�OW3.sNC .E ri1TH IrrSA ..PFI c .CRL r;0•n� pNr AND t:1r A CITY ET. NIaAr, D S -2a.' THE SURFACE OF :tit CONCRETE S!:All. BE PROTPCTEG FROM PUDUC TRAFFIC FOR A M14 MUM OF THREE DAYS. AT Tri_ OPSON OF IUr CON-RACTOR, MINOR, CONQRRF, CGNTAINING A MINIMUM OF SL.'JFN SACKS OF CEMEN- HER rJ31C YAN3 MAY BE UETI) ANI THE RUE REBURIED FOR PKU:tCTDH OF It IE -OL^RETE SURFACE FROM r1J0UC 'ii AIFIC. 51 -AL- BE REUUCLU TO A M UMUM CAr ONE DAY. THE MOI4UMLNT WILL, EC SET BY Of:1 75 THE GINNER WILL PKDVTOE SERVE YR "CNOTAC-04 SHALL GIVE 'H'_' OVAER 24 HOURS NOTOF 'WHEN SURV'YS ARE REQUIRED. ANY MOf4UMrNT FRAME OR COVER DAMAGED BY HE CAV'RACTOix OR HIS OPERATIONS SH:• I RE REPEA•Cr0 BY THE CCNTRAC'S`•i A7 NO COST to TIE OVNE'R. .AN OPEN $MEET PERMIT SRUJ I- BE 08'A'NFC FROM IHF C'TY GF HA.1117.'..HIE11 PUBLIC WORKS' ,NPARTMFt1T FOR ANY 'WORK PERFORMED 10'rl'IN TIC':tP T! S7R r RICHT .OF -WAY, UNLESS SECURED BY A SUBD.41SION ACE EN _ e Bn..rO ,ter• r +. r Opt AFPRD .STIMA E F .F F 4 THE WORN P F kIGTI-Or-' - - EFHP Wia F NRT AND IN �I1R N^ - A v_ aHS I B. PUSIEO P 1jrfl�+''' (tk” v " I O PF .M r:=. IT 'Ty" G .... V .I1G."&� t i . >-i,,1,H T_Iq —__ k .i �v,� i !PI/,T ,Y JHI i d -13-17 ww CR PJLNlr'5 3_4_x- D4tj I 1• !'. ,;�. i 9 i iFiViMrv+� �+1\[YL '71 0 ` 1.41..61 9`- d» C}7<T. STURk Uft+ttN M.lNYIC{E STA. ID -?:F.64 C,L, S.DGLT L IN?E iT�. L7+CG CD. C.L.LIIHCCR ST= 'I& 141232, C.L. L•J'K}AAD. ]R 1 5 .7 4t7, P,18T. 31,'A -.m URAR{ .4.N-dlim TA. S1`+M C¢ G_., 40:HHI. J 3 3 3 3 I 1— 'Cf I _ a U (UCKMAN ®:t: DRIVE { 4 if aI T 1 12 14 115��� 1 W ¢ nn rri - 6 "344.64' J tJ ? 18 19 20 21 to61 a u'o k '.&933 E 1&' SH9`2d' - ,. • - 7- s------Y����t��--��--....---- - 5.- - — - - • l... .- -_ Lp rE I _ `•%�`�, 'w3`E 6' ,c'MR SEX..R sa& --- sp '- G � r�i 1 N r �' 1 m I � •! I ,a. SLE + I i 12 t � 41 4 -CI 319 38��� 3? 36 35 I 34 BELLINGER STREET (ST.A, 10+00.00 TO 1i3+92.72} SCAT F. 1' . 54' H0RI3t1NTAL 1" = T VERTICAL LV n ice'•, p ' ` � 1`, \'.� �-\ LS�33' ? J 32 � fV?ka'YV't JM1* •; 13 n� S 27 28 m X11 - - ' U4 h EYI TINC IMPROV. -' PER TR. 62 1 STA. 31E9.Ha %,34LT. v G f,'tAi{iYa�,19�'AfRr `',. `E'E 26 Odd m iti j { .� w d v` O Odd.• ?lipvr �' .Jim 2 '-i X o twi NOTE: ceNTRACTeR sI IAL! ;mtrY •'a : o LCCATI£tN ANO L ZVATON 0 EX15-NG 6° �rWER PRIOR TC FREESIA WAY ca.sRur,Tltra. m � � � z; ;STA_ ?+70.41 TO 3+36.58' SCA -_F: 1' = 50' No:dZONTAL 1'=y'IHfKAL IHatALL 13.4L L'- TgMLE 25.42 IF OF Nd" RGJ kLA'-„ r0F IV' RCJa LP -� .e_ .y I �'•. no m i W ®' ®gym© S44 340 - -- - --- 340 INh4.W4 `GRAN r�I *fRT T Atari 346 338 338 350 333 1� I + I_i 332 SECTION sL:ittE: 1'=MD' nrJtlli. R.., 3 - 332 :)mmm, mmISHLL', CRUDND-_ I FGEKQa x '16`68 TO' CF MANHCIE/TCP CIF CLEANOUT €LEVAIM " 0 C= Ttk C. ' I. 1 I...,..�. 348 I . :.. _.._.�-_._ -.,•�..-. i 348 ABZ ttaTIDHS CL CENTERLINE SCCn-91 OC9GNd1tCN: 344 M4 INV 5NAER'T ---- �--& FURNISH & INS'IALL'_�E4tti I'_N QIY S;AM;2HC5 SD 340 i_. _... .. ........:. .. .-.... ! 340 I i ' M1 ilhh.l tatr +� FURNISH&INS M 'A" EH15tIWG �--_..- DiART SEWED 333 i MICH 8AStH D+GR.S4FR -4N E5'F'E FER G4.E. STD. Sw-4. '� I `` 1 f ILING if VERT :8` 6<aN I i ' JB `5JH JUNIII(IN Em* +.E;R MANHEXE FURNISH &INSTALL SEMR G:FANp,IT y.FY I .R. vn;91x{ Is '9-am9 I E _.....__. 332 = 5.C6%. ' 332 3406 W 1 t I �1 w TIa J 1 I FGEKQa x '16`68 TO' CF MANHCIE/TCP CIF CLEANOUT €LEVAIM 34rT .......{. I. 1 I...,..�. -.,•�..-. 346 ABZ ttaTIDHS CL CENTERLINE SCCn-91 OC9GNd1tCN: INV 5NAER'T ---- �--& FURNISH & INS'IALL'_�E4tti I'_N QIY S;AM;2HC5 SD MtU VKH :EC11CH LEM —1 M1 ilhh.l tatr +� FURNISH&INS M 'A" EH15tIWG �--_..- DiART SEWED }7 CB MICH 8AStH D+GR.S4FR -4N E5'F'E FER G4.E. STD. Sw-4. '� `` 1 f ILING if VERT :8` 6<aN JB `5JH JUNIII(IN Em* +.E;R MANHEXE FURNISH &INSTALL SEMR G:FANp,IT y.FY I .R. vn;91x{ Is '9-am9 335' E _.....__. S = 5.C6%. ' PER C.6.6. STD. SH'-& p -'N ` :GHER GL CAh{>~JF 7• h -MH slt)tw IARAN wmHGLE __ �� D TLIRNISM & INSTALL ST{gJ,{ DRAIN PER UrY SIANEWND3 SECTION tY.I:I LklS IIPYv SCALE 1"-5U' HCk'rli. 3Y C- ELEY ELEVAIM 4 FURNISH & INS I Al 5'I(EM )NMN MUFEi ' 1J ALL HAS1T{S ARE T6 EE TYPE `A' 1'=S' i'ER'T i- RjY1 idi91-F # WAY kAWYICA.0 T1"P€"D'tYR CO.a. SID- D-78 'MTH 3a :TFENIHGS PER ozs. SID. D -t4. 3.5! I F•" � Xii UNLESS CTHUMSE SPECItIM FuRNF'H & INS I ALL CAIDi BASIN 31 All. FIFE LUVAIIIINS SHIM Aht INNJ{I LLEYAMNa `je e+'!L TOPE "A" fRR C.Q& STD. D 14. UNLESS DTHLIYU^.E PLAITED. •r�'°'xf b\'AGF iRA4T 64;x{DAftYQ41', �P9 `�YF ,44gqV ~'� - - - - - - - - - - - - LN 1 8ULNDARY 3� 13Wt� Nj-g4-y,��gAVVING FM t I �1 w TIa J 1 FI -'� NN UNi U)CKLi W ORPAE ' I I 4 r 4 , 1 rE INTTRS17C-I9N ' SIA ii}iOU.m LL LUDSdti aY. STA. i.+.;2.32, CIL LUG 4k Gk. j 1 NT _ ,q n 14, C J K`fig{ 1 tSJ F i R'i 1 ,yF i !`.�.'- `r w ry 1 lJ o.'a'y `t''+ 4 .i< 1 2 rr r ann ' i - r g :+�9Z4`33`E x" SEwfl2 1 323,PJ' �' �. SSS <4`,'.3`E S" SEYI:k 245.#5 (, '%17. S-CfTM GRAIN MAN1IgE 51A. IG#D.Tx00 C.L.: +1 T5F21.� C.t. f.,1TSd BASIN m E STA. eQ+'Y.CtI C.L. 47.7`aR l. £5 F Wn9uAL FL t1L'-:A2,8A 1 i -.• �•j a 1 jj.. 'i;^� ! iE°R%F_ LL1 d1'._342?2 4 ti S Jn •i F 4- atM .' 'NtyY?) +441 !Y • Fwr-f' 5L CDURT • ----- " 1 C: !; r rf X41 { 1� o eLUDg VI WG N (STA. 10+00.PQ TO 115+K84) 1?0Y '7"ra •i' N•5 SCALE' 1• = 56' 1-10R10NTAL _ 1" = 5' VERT.CAL 1 qm- - �r,� O Giir a xW 4n. S°n ,X. 12 30 LEGEND. 34 344 34 340 3a I ; EMNC+EVERT 33 532 NFMN00N, IN4 ImOpT -------- --S ' PY FURNISH & INSTALL S14N PER CITY S--ANGAROS 53 STORM GRAIN SECTION IErT'R 1 NN mmoloil FURNISH & INSTALL SEAR NANF©LE "A" _ GP CAIQi BASIN TYPE PER L.O.B. STB. S".�_ LIS.UNCTIOr4 3AH BOX aExtk M0.NHtNE% FURNISH k INSTALL SEER tIEANC07 �_ E-EE7'MESE:1aro ri ERDxSt- i� 2 PER GO.8 5T3. SY-4. ,• t Sm:LMTR GI FAl4OiiT ( '.%,"MH SKOA MAN VA NaLE • • —a FUP.NISH Eu INSTALL STCfsM GRAIN PER CITY STANGARGS-1 of / 55; EXIST t%ti ELE's ELEVAIICN 0 FURNISH k INSTALL WPM TRAIN ROIE , ml C,A101 MIMS r.AE T9 RC TYPE 'A" b' R/w v A*F NhVNOLL TY -It •G' SER COLD, 540, 4-15 K113.5' tR'F NINVS PLH C C,K 511. D-14. UNLE56 014E11WSM SF'iCIFTLt}_ FUNNiSH & INS I AIL tAkN FAUN 2j ALL PIPE ElYATION$ "Oft ARE INVERT LLEYATAA'IS '`✓ `kyy GF^� tiw;,.�'d 7Yi'E . A' lltm C.O.H. SIU, U-44. UNLESS OTiEP.'A'.SE N41EG. u GRU JU. .w r s.•. s.•. w. UiM B'JANIW{Y ' t,� i'1 CTs '�' � • S � Y•Eyc�I ' rA,.•�i,r'SLi�„ti t Mlr �i''��n5 0 ENDERLIN ._ -- 44 ...._i _.. j E4aa GA a : i j 40 I: y i -IN NI B" S Ylth' I 1 Ii 3z k 1 I _ ''+ C 1-d- _ ^�. _ 1 11+00124o0 13+00 14+00 15+00 16+00 17 00 I W L1 W z "uia - FJ o Jsa c .mT�co .RTSJ'-�` r. k'S Z5 �12 Ac LLfl ttJ �Gy X NSG t Y � ,:a alEri „r 4: - Til W W 4l' IC',.i VIW 14STALL 122..1 S+A LF V.i}i q-Fxv INSTALL 32DG0 LF OF C" SEWER 0 0-46% INSTALL 24.5.45 -TT OF 8' VWR 9a O_35R GF L." SE%SR 0 U352 qm- - �r,� O Giir a xW 4n. S°n ,X. 12 30 LEGEND. 34 344 34 340 3a 3=0 EMNC+EVERT 33 532 SEWER M04OLE No 6 STA,. 9+8i-:9 Ck, SCOLT- STA, 9+87,2% SEMR UST 1 ETwmc FLAK l r.: MEF LFI-� 55 M I Cs 1 d a � I ' --1 _ 21 ! &' SF1.TR_ "T.d11 F..^.2B Cl, SCOLT,- :ri NOD' 35'27E :+ G -;1U' w ,.r'� ` S(q.. ii+S.29, SEY,LR SLC I ION K "SCALE: f-50 llml2. 4 T=U` vw. h:`Y .Sfax! Cl IIS c timet 1 w a +S 6 7 � � .—}- � L4@WIG LANE F_€ SEE ELF - COOK COURT — ('+!A- 1C+00.00 TO SCALE. " = 50' '-CR'Z0N--& I" = 5' 4EP.TI4,M1L 546 4 4, 57 CF6 10 340 r6 6 .,• IN "T R2 W BRAIN 5341•-.,}.,.,3 .,"... 4 _..:..- 1 I a J SfiT Ctj0UN0 IINI i i 1 340 a3B ail R LEGEND. TCP 0= MANHOLE/TCP 0- CLEWOUT ELEVATION ABP Yd1FON5 .LQlt'3Q5-r46 GIL CEN'EF-INE''H)CPCN NFMN00N, IN4 ImOpT -------- --S ' PY FURNISH & INSTALL S14N PER CITY S--ANGAROS 53 STORM GRAIN SECTION IErT'R 1 NN mmoloil FURNISH & INSTALL SEAR NANF©LE "A" _ GP CAIQi BASIN TYPE PER L.O.B. STB. S".�_ LIS.UNCTIOr4 3AH BOX aExtk M0.NHtNE% FURNISH k INSTALL SEER tIEANC07 �_ E-EE7'MESE:1aro ri ERDxSt- i� 2 PER GO.8 5T3. SY-4. ,• t Sm:LMTR GI FAl4OiiT ( '.%,"MH SKOA MAN VA NaLE • • —a FUP.NISH Eu INSTALL STCfsM GRAIN PER CITY STANGARGS-1 / 55; EXIST t%ti ELE's ELEVAIICN 0 FURNISH k INSTALL WPM TRAIN ROIE , ml C,A101 MIMS r.AE T9 RC TYPE 'A" b' R/w ITCH f OF WAY NhVNOLL TY -It •G' SER COLD, 540, 4-15 K113.5' tR'F NINVS PLH C C,K 511. D-14. UNLE56 014E11WSM SF'iCIFTLt}_ FUNNiSH & INS I AIL tAkN FAUN 2j ALL PIPE ElYATION$ "Oft ARE INVERT LLEYATAA'IS '`✓ `kyy GF^� tiw;,.�'d 7Yi'E . A' lltm C.O.H. SIU, U-44. UNLESS OTiEP.'A'.SE N41EG. TR#j;T BOLNGMY .w r s.•. s.•. w. UiM B'JANIW{Y ' t,� i'1 CTs '�' � • S � Y•Eyc�I ' rA,.•�i,r'SLi�„ti t Mlr �i''��n5 R JIT 1 31 32m -4 P* �` )22 +� - _IA Gj m -I L w 1 Y to ($�8 nJ y1 d'� S i W}.M}fy y ti r8' It SEWER ibD. N.�_ __� _ __F __i. .. _ __ __ _n _i_.—___ --q of Tyti ➢� arc{ sem}. it ^ 1R= SE tI _.. Z.n!J1'S�## 5 py r Y 4M14 t �is 75 x ry r y r 1 ry 445 e, ®`'i J Vis, t UNPdT C z i ^y 24 .b. od� T � +� u CALATRAVA DRIVE (STA. 9+39.33 TO 16+18,62} SCALE; 1' = 50' HORIZONTAL 1' 6' VERTICAL 3+B !ku €M EJ 26 ILEGENQi TCP OF MANHO.E/TCP Of ULANObt OL[VATICA SUMP I IRM OEM MAVHOLE NGIS It INTERSECTION STA, W47YOO C.L STA, I2#m4i [:J_, ' � J Nff R1 2 1 g Y Ly' a � K q �h�ulo 'moi' :LE NO. NU03d'2A"€ F.- &`'44iR f90 O' G.L. 5.i7JtiL* ( _ c. G" SE 4 WER �. .... —__ HAWKWOM SWEET E•FM SHEET T 6 i, 5,6 4'r r li W rs M'4ti -0]ls4 d Y U) \ ; 51117' _. 0 S -VIER CLEANOUT NO e Mi t 1 i STA. ti+flSDO50LNtT- T' r" ! f SIA. 77+85.00, t{'W:R Q. d ou RREUER COURT (SrA. iGIGO.01) TO 11+7,100) SCALE: 1" - 50' HORI261,1TAL I' = 5 VERTICAL W 4 ,a CL CFTITERLINE INV IKim z — - E �- " fHRNISH & INSTALL SEWER PER aTY STANDARDS il:Ci bE9ONAlitiN: . S17 STORM DRAIN }1.uw LET" MH MANHOLE ' FURNISH & INSTALL SEWER MA*Mtf. C8 CATCH BASIN TTFE 'A' PER Os1.0. Stti SW -+I_ & 55& JUNCTION BOX C FURNISH & SiAN. 9WR FANLR 31CeMfRE 3vlfsS sw 5CO SEWER ONCU PER CO.B, SL. SW -B. SDYH STORMERAN MANHOLE ? EXIST ESISC ---�_•a-FtkN15H h #rUJE 5TpRY CfiSN PER RiY SInNDh95 El.EV ElEVANON '� FUWSH & INSTALL STORM CRAMTYPEf TIDIES : Y} ALL BASINS ARE LC R£ � RJW ikyHT OF WAY iiANily-L.E TYPE "B" PER C..O.B. Slid. D -9S. 3S 70. D- 3S OPENINGS PER G.S1.R• STg- D-}#. I ' I pp I' I �anGas YI 0,IU 4FTESS UTHER9dIO x 4 TURF,ISII & INSTALL {ATCN EN,SIN .^) ALL 5 WFJfb. 9-D, ARE N4ER1-ELEVhT14NS t TYPE 'A' PFIt C.QE- STD• D-1#. SS THeMt1L5 t:xf55 UTHERi1SE N'JTEP, TRiKT NC9i10tRY '�'..�_, 'y\'••'trrGE5L4r•/ " AS L.,:A ;._Xf �:;) kp'J its`¢•>tir�<4b 1 i i 11 � fUNIT MIT NIT am 00CW0NUE rV;�.:, FilV EIt{IM(6 _�c� C. 97ELT /.3 1Tl WAY7 - - - J % _ ..__-_ � ,='{...I _• � I 'rv: � I � J. � e>C`., s' eF ,`d'. u IT i ++ f s N+ 4M + R n Gm c °� ti r F I d� ,� CS K� Y £] Y' r 1 I i I - rC I"•M1 • _ , T q r� u I $TCP.'M DRAIN 4!'A7 -IDLE N3.4__..,L__ _ y W +`+.='r�+a'v.l �✓r /,,-L,�.�; SIA. 9+11LA0. T:!-S.C.O. T.= 1 I_ " �, 1 _ STA. 0-9SQQ €14NAM o 2 .,, 1 S'39%A'33"r 1173' DRAIN "` +----- - A X9.9'5'$Qg'y4'33'E = ..>I 15" BRAIN 5?4,n7' .. -��.� �9--Wim,,..- VII^ SfA7'24"33'E _ "!, BEkH9$2IS'33 lfi105B.._ .. . ._ '¢3e. _ .I ... _.S ' I SE AER MhNHtxE NIJ.9 p z' I z 1 STA.`IW5.RR CES SCGRT- c+v �s Ir x W In. 7G+USCt7. :l VCR r �j} �s4n, cY-fit' eeJJ m Sj�uJry o 1 1 O _sCStM ,y�C F. p'+N �'-yy m CiJti {N {M CJ o N P Y4c 1 � rz!l I e+i i m n � <5'•W' � 1��� �'a .-.t_i G'+ "� I N 1 t+It•I 8. A gu0 A a- M '"-� S Yf�i' L1 J'•iF ✓.!t5 6000NDO AVENUE � + N am - I + + U _;- ( "I i{.{yEj"1 <d lyfl ✓} ,n- 4 KYJ w N i:> m �m� (- ce 7'Z. �+ 1 rfi- }.-, SE_ SUES, IU y d3'°= rr k n`.xv , n 1x �'•-` 4 t-, , f n it 1 1 14 � �. � " a i�3 ,n '�x'.- l.t/1 �� ✓, „aw r37' ✓` +..: 8'I fh£-i, z rl:++v 't__ �=wc D R 1 L L SITE ��aw MACLURE DRIVE �m t0 m N (STA. '04-00 00 TO 17+98,95) SCAIf: 1" = W' HO!TIICNTAL INSTALL 2BGAD u' of 8' S:'M'R o G.15A: . _ .. .__. INSTALL 3$3.02 LF Of a 5E4k1t a aas z Cf'N3'I 5EA4JV Mn71F , INSTAI I :A7.00 IF mm �mm _m f IN T 1R' BRnIN� � I i r 372 ' _.._..__..i_.._ ... I332 SECTION SC01E t' -VT rtAaG. 390 t= j ^�-INIS'RT ItR nRAI I 332 ._.. ... ..,_... - ,....-,�.. ,. •-., .._..�..._ -.r_ ..,..._... . ... J 10+00 11t00 i2+06 M > 1 v g, R mfr S4.SJI Wie " IN-' ALL '139.45 LF GF Iii RW -RCF IP 0.55% .. CL INV 54 AID 0B JB $4N SC2 SD+AH EYJBI ELEY R}4! k c" i T >_ G F , T ,nr )iG x q ' I l'rtM u W°. m .:_....._ INSTALL 97a4.02 TF OF 19" RQJ-x:3` a x.339. W `" '^,*' I ---F :JfF E'r, rY rtT, '•3+8 mm �mm _m f IN T 1R' BRnIN� � I i r 372 ' _.._..__..i_.._ ... I332 SECTION SC01E t' -VT rtAaG. 390 t= j ^�-INIS'RT ItR nRAI I 332 ._.. ... ..,_... - ,....-,�.. ,. •-., .._..�..._ -.r_ ..,..._... . ... J 10+00 11t00 i2+06 M > 1 v g, R mfr S4.SJI Wie " IN-' ALL '139.45 LF GF Iii RW -RCF IP 0.55% .. CL INV 54 AID 0B JB $4N SC2 SD+AH EYJBI ELEY R}4! k c" i T , T ,nr )iG x q ' I l'rtM u W°. m .:_....._ INSTALL 97a4.02 TF OF 19" RQJ-x:3` a x.339. W `" t'1,'.A 1- n '� s A IfiC1gl0kif EMINAfn CRGLIHR-- - • 3 I$✓ , �.�.. @ 6II�I77Til INF 7-- , INIV RT m Fv wrm® •-•'-�-•• INSERT i0' Oin 4� . , k , r 14+00 15+D0 19+00 ... 17+00 '136 5761: RDr.RT 18' BRAIN 332 IAII 56.94 IF 1E' Rs°, RLN 0 2303 1- �� HAWS Do 7KET SLE SHEET 1 3 1.1'x[. 'L V. d.=Lt .t'✓ ��I �W dv: Gu v.rEr ,., ✓.� ,'V I 1 I 1r B' SLxcR I 1 �,,� NDU'362tk 141,5$' I _ .tT: _.._ _ .�; I INA:'•.£fG11CN J_.... GL JP.fiDht1 tNr '0` UkAP9 m' " I SI,1 3+E�A I, CL_tff� SN:DDR 9T. CATII 1;? IN N4, 10 ... I IJ4'� \.'- TRACT IR.)U4GkR7- m ws.., a w w. ' V 'Ea HAWSMOOR STREET JAYDYN LANE -'--- (a,TA„ "4t48,3" rO SCALL: 1` = 5t7 HORIZONTAL 1" = 5' VERTICAL 348 336 ENN lim Ffpl wsml.. 4 D Bl I F OF 1M mw -R^' EC 011% rl �JiE 39i '• 394 .L gEr.-14.- iw of Mnrarl. a t/Rp nr FANnIT nEUAmN p11BRE,An II[Sr1,5 - Cf3A1ERuNE ..�...:,._._... 344 344 ,.. ..-:_...1 ° E INYIYT .. a R RNSH & INS -41 �E6ER PER OTY STANDOUS E£C.'iCN nrIG la'RCN- STDRN ORA'N MUM IiTW... /////G```���, : •.. -k__ _ WHOLE fLAN'5H & IHS'ALL SCWR MANHCA F 340 390 _ .i_•-- --- Dn-CN GASIN TtYE `h" AER C.V.R. SM, $'15'-4 t JUNCTION Bm i L L.T.-I 1 j. 3dD FLRN-SH at IN5T.a i 5EKR CLEANOUT �' . .a, _"._. ry E I !WWR MANHQL[ vHEET 4174: `MG71Q113 UM-- ` i , •19'd'RT R" 455FR J' „fi-) ' 1 .'-- .` PER C.G.B. SIU. EA -C ST9°dI txt.47N MANHOLE 338�n. ___-•-,.,,rp Fl.RNISH & INSTALL STERN DRAIN PER CITY _-.MiUnRDS , $.... .. I' -. INK Y 1 IF"f II .A¶' +Ij FURNIS4 k IHSTn(.L STCFiM MAN Na(LS : 'j Al.: Cnn:H BA:ANS ARE 10 BE T`FE r ;rI?. tit ,; �g U\lt O�dn+Will 17F WAY NAVHOLE TYPE `B' PER C.il.B. Slik U -7B. 4A7N 3.5' WENINCS =fR C(S.B, SI'T 0 14. INVERT 13" DRAIN IN?ART iB'�DRAIN , ... 1ONttra" t)IEI-kW';f :R'CI-I-n. TURNIS4 & INSTALL CFTCN BASH �I2J ALL RIPE ElE4ATCCNS RIdY,ti ARL NYCRT EI'VnAt:91S332 i5fr. 'b' PQt C, Q.B. STb. D-14.UNI FsS 07HERflSE NQTEO. INNER( B'`_'t7h:r-33"1TRACY LVBNDMY- - - - - - - - - - - - UNIT B.xiND4RYSFCTIt mkd::VW11'=HOSLCT{)N 0-\.R17 s }, 1 5FRT. UM VT'.5 I- -S i)rILI :U;AI r: I�51}' HOR'Z 4 t"3 k.. ,,s ii_.: S i," i tP•s �;f 4F. .;. ,p. . -� VERT. , i5 k c" T )iG x q ' l'rtM u W°. m .:_....._ INSTALL 97a4.02 TF OF 19" RQJ-x:3` a x.339. W `" t'1,'.A 1- n '� IAII 56.94 IF 1E' Rs°, RLN 0 2303 1- �� HAWS Do 7KET SLE SHEET 1 3 1.1'x[. 'L V. d.=Lt .t'✓ ��I �W dv: Gu v.rEr ,., ✓.� ,'V I 1 I 1r B' SLxcR I 1 �,,� NDU'362tk 141,5$' I _ .tT: _.._ _ .�; I INA:'•.£fG11CN J_.... GL JP.fiDht1 tNr '0` UkAP9 m' " I SI,1 3+E�A I, CL_tff� SN:DDR 9T. CATII 1;? IN N4, 10 ... I IJ4'� \.'- TRACT IR.)U4GkR7- m ws.., a w w. ' V 'Ea HAWSMOOR STREET JAYDYN LANE -'--- (a,TA„ "4t48,3" rO SCALL: 1` = 5t7 HORIZONTAL 1" = 5' VERTICAL 348 336 ENN lim Ffpl wsml.. 4 D Bl I F OF 1M mw -R^' EC 011% rl �JiE 39i '• 394 .L gEr.-14.- iw of Mnrarl. a t/Rp nr FANnIT nEUAmN p11BRE,An II[Sr1,5 - Cf3A1ERuNE ..�...:,._._... 344 344 ,.. ..-:_...1 ° E INYIYT .. a R RNSH & INS -41 �E6ER PER OTY STANDOUS E£C.'iCN nrIG la'RCN- STDRN ORA'N MUM IiTW... /////G```���, : •.. -k__ _ WHOLE fLAN'5H & IHS'ALL SCWR MANHCA F 340 390 _ .i_•-- --- Dn-CN GASIN TtYE `h" AER C.V.R. SM, $'15'-4 t JUNCTION Bm i L L.T.-I 1 j. 3dD FLRN-SH at IN5T.a i 5EKR CLEANOUT �' . .a, _"._. ry E I !WWR MANHQL[ vHEET 4174: `MG71Q113 UM-- ` i , •19'd'RT R" 455FR J' „fi-) ' 1 .'-- .` PER C.G.B. SIU. EA -C ST9°dI txt.47N MANHOLE 338�n. ___-•-,.,,rp Fl.RNISH & INSTALL STERN DRAIN PER CITY _-.MiUnRDS , $.... .. I' -. INK Y 1 IF"f II .A¶' +Ij FURNIS4 k IHSTn(.L STCFiM MAN Na(LS : 'j Al.: Cnn:H BA:ANS ARE 10 BE T`FE r ;rI?. tit ,; �g U\lt O�dn+Will 17F WAY NAVHOLE TYPE `B' PER C.il.B. Slik U -7B. 4A7N 3.5' WENINCS =fR C(S.B, SI'T 0 14. INVERT 13" DRAIN IN?ART iB'�DRAIN , ... 1ONttra" t)IEI-kW';f :R'CI-I-n. TURNIS4 & INSTALL CFTCN BASH �I2J ALL RIPE ElE4ATCCNS RIdY,ti ARL NYCRT EI'VnAt:91S332 i5fr. 'b' PQt C, Q.B. STb. D-14.UNI FsS 07HERflSE NQTEO. INNER( B'`_'t7h:r-33"1TRACY LVBNDMY- - - - - - - - - - - - UNIT B.xiND4RYSFCTIt mkd::VW11'=HOSLCT{)N 0-\.R17 s }, 1 5FRT. UM VT'.5 I- -S i)rILI :U;AI r: I�51}' HOR'Z 4 t"3 k.. ,,s ii_.: S i," i tP•s �;f 4F. .;. ,p. . -� VERT. , i5 l= 0 348 r 344 as 0 332 E \1 344 0 10+00 336335 INVERT 18' DRAINJ INVFRT 18” DRAIN I INVERT 8' SEWER 332 i. 332 SECTION _[ SCALE: i°-5�' HORIZ 7R 1"=5 VERT. i UNIT 9 d ry BREUER CT. z` z o•R+ a SEE SHEET 5� Nz d�6 7 g 9 5-+-Tm a dN z dww <3 o I 20' 20' °.� z 't3 C3 z c3Jwdd I z a as z z mm •A uw-i O re tY0' 30' I o z o z J O 6 do •n „� w 6 c a cnd m w -?p a a-{- `! m rin n r n m ^p (- V q m OfJp O. O 2 6@ 4 9 p z {� mm RiLLW 0_ ^ 6 hP m 6 V rc 6 2 •�- N ? 66 0 6 p -r N �WZF' O0NF6- N N N N 4 _.__.. 7�E _ 18' DRAIN 2d" DRAIN 129.63' 067542 S8924'33"E 24' DRAIN 209.81' NOD3527°E _ 5892433E 24' DRAIN 210.00' - —-- --T--- ---- — -- -- — - — — 33'E 8' SEWER 196.44' � �„, ,l Ci � � �,• /5(8jam924'3a 3" E 3 0 ---8' SEWER 24_3_.0_6-.' OU -,SD457'13'E -- --- I i II" gyp. El 4FD 366 EY i/i fi�N p¢ W . N N JAY[ YN LANE N N N SEE SHEET 6 p. z . N „z SOUTH ALLEN ROAD N8051'40"E Sz z "a SEE SHEET 9 17 m N d d < t c A l'! 0s,; + w JP F. ... !ez 1 C N / 1®N UN I IPPDILLA ®�?NCH[ II d N fi'l.F. 67"0; 6 i 344 340 oc. a o0 rn MH STORM DRAIN MANHOLE 4 S� z ui a ga 336 m ¢ 1 336 ELEVATION CB i3� Nap ! J�f NTH 3.5 OPENINGS PER: C.O.B. STD. D-14. W t0 I UNLESS OTHERWISE SPECIFIED. 332 .rte p 332 INVERT 18"DRAIN 'DRILL ?Si TE i SECTION M SCALE: 1"=50' HORIZ. 7R o 5 i 1" 5' VERT. _; 340 SOD 3,� 1. • ., 340 L^ a SDMH ) EXIST z ELEV p �INVTRT 18' DRAT \" \PROVIDE S� S R N 336 �F:I - .PIPE - 336 336 336 ( INVERT 8" z oim SADDLE j Y jz P I I, °II s. of C.D.B. t i Y I I� SOUTH ALLEN ROAD �• D-9' INVERT SEE SHEET 9 l= 0 348 r 344 as 0 332 E \1 344 0 10+00 336335 INVERT 18' DRAINJ INVFRT 18” DRAIN I INVERT 8' SEWER 332 i. 332 SECTION _[ SCALE: i°-5�' HORIZ 7R 1"=5 VERT. i UNIT 9 d ry BREUER CT. z` z o•R+ a SEE SHEET 5� Nz d�6 7 g 9 5-+-Tm a dN z dww <3 o I 20' 20' °.� z 't3 C3 z c3Jwdd I z a as z z mm •A uw-i O re tY0' 30' I o z o z J O 6 do •n „� w 6 c a cnd m w -?p a a-{- `! m rin n r n m ^p (- V q m OfJp O. O 2 6@ 4 9 p z {� mm RiLLW 0_ ^ 6 hP m 6 V rc 6 2 •�- N ? 66 0 6 p -r N �WZF' O0NF6- N N N N 4 _.__.. 7�E _ 18' DRAIN 2d" DRAIN 129.63' 067542 S8924'33"E 24' DRAIN 209.81' NOD3527°E _ 5892433E 24' DRAIN 210.00' - —-- --T--- ---- — -- -- — - — — 33'E 8' SEWER 196.44' � �„, ,l Ci � � �,• /5(8jam924'3a 3" E 3 0 ---8' SEWER 24_3_.0_6-.' OU -,SD457'13'E -- --- I i II" gyp. El 4FD 366 EY i/i fi�N p¢ W . N N JAY[ YN LANE N N N SEE SHEET 6 p. z . m N BEARING N Lt N8051'40"E z aww N78'13'25 -E I ` NwLL 17 m N d d < t c A l'! 0s,; + w JP F. ... !ez a C N / 1®N ¢Ru JWw IPPDILLA ®�?NCH[ V d N fi'l.F. 67"0; NJ i 344 340 m N BEARING LENGTH Lt N8051'40"E z aww N78'13'25 -E I A NwLL 17 m N d d d + w i r N !ez a UV N �• a 1®N ¢Ru JWw LINE TABLE LINE BEARING LENGTH Lt N8051'40"E 160.54' L2 N78'13'25 -E I 29.68' w� d o UNIT 00 $$� 1 z N 11 y 20� Op ) CENTERUNE p J m NY 1 N d d d JM� i g S0011011 LETTER a UV N �• a 1®N 'y JWw A V d N m NJ ~¢ !- 344 340 SEWER CLEANOUT rn MH STORM DRAIN MANHOLE 4 S� FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 336 m - 336 ELEVATION CB i3� Nap ! J�f NTH 3.5 OPENINGS PER: C.O.B. STD. D-14. W t0 I UNLESS OTHERWISE SPECIFIED. 332 .rte p 332 INVERT 18"DRAIN 'DRILL ?Si TE i SECTION M PARK SITE HAWKSMOOR Y5® ET (STA. 10+00.00 TO 24+09.24) SCALE: 1" = 50' HORIZONTAL 1” = 5' VERTICAL BACKFILL TEMPORARY SUMP IN ACCORDANCE WITH SOILS REPORT SUBSEQUENT TO COMPLE00N OF STORM DRAIN SYSTEM TO ULTIMAT SUMP. 7 0 23 m �•i IYt�' WpY N w2 UNIT 00 `¢ U>'> 1 189 11 y 20� 19 Z 21 yP �� 4 CENTERUNE A• O q P 22"-2 + j �" a N 7 lar m O• a z Jm JN Np j J U g S0011011 LETTER 2 6 g i N �• a IYt�' WpY N w2 01W `¢ U>'> NS 189 ^ 19 Z 41 CENTERUNE N I N j �" a w d m� 24 .n on ~aii CS a z Jm JN Np j J U g S0011011 LETTER 2 6 a 60 Na� 00 m WNW 'y p A V it 6 AT Sn 27.22' ea. N N¢ ~¢ !- t 01W `¢ U>'> a ARREVIATIONS ^ N 41 CENTERUNE N I N N F _ yQ� 24 INSTALL 196.44 LF OF 8' SEWER 0 0.49% H INSTALL 140.00 LF OF 8" SEWER 0 0.35.% INSTALL 243.06 LF OF 8" SEWER 0 0.35$ INSTALL 280,00 LF OF 8' SEWER 0 0,35% INSTALL 339.9'? LF 06 8" SEWER 0 0.35% INSTALL 160.54 LF OF 6" SEWER 0 1.00% _ T w N 3a 3N mro boin d 10 > ®m V» mm Sj» '> z iu"v zz '» zz a '» a®� zz n zz tiii ^ Nom, ems �+n$ -. 'uO1iro -... - +'.' ".'• +� w 348 6 > ----- --------------- ------ _-` %, APPROXIMATE FINISHEDGROUND - _ _ _ ___ _ . _-__ _ _--------------------- 4%, __-__ _ _ __ -- 344 _________ _ O CENTERLINE _ __ l 340 INVERT 6" SEWER INVERT B' SEWER INVERT 8' SEWER - INVERT 8" SEWER - INVERT 8'. SEWER INVERT S" SEVER INVERT ...INVERT 16 DRAIN INVERT 18" BRAIN _.. )!20 EX. INV. 18" DRAIN 332 �. PER TR. 6578 18" GRAIN E%. UNIT 7 INVERT 2e DRAIN-� INVERT 24' DRAI `INVERT 24` DRAIN - - 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 _ 20+00 21+00 22+00 24+00 ^ - z, z'Z zz g^zz zz zNz mz,zY zz z NOTE: aezz ,mm d'MN zrma .n zry V < m a CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF M Q nN 60 Wh µ.- .n m rVn m'N Km0'm: m�� (VW tV EXISTING 18' STORM DRAIN PRIOR TO CONSTRUCTION ¢I��i o6�w� 6M� o6�TJ. .z dJW dw W.W INSTALL ?29.63 LF OF www' ww w n ij w Nw SECTION SCALE: 1"-50' HOF7 7R I"=5' VERT. 344 0 Awa INSTALL OF 18' 01 a V> 01W `¢ U>'> ARREVIATIONS 6 N O CENTERUNE b Ngo �qq 0. •O tV _ yQ� 1' STORMDRAIN ¢ qgK g S0011011 LETTER 2 6 a 60 Na� g 6 G NWw ,L5 WNW 'y 11 O,y. 3k 2 8 344 S 344 { INV 344 9� WHERE SECTION IS SHOWN 2 340 344 340 SEWER CLEANOUT rn MH STORM DRAIN MANHOLE FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS 336 m - 336 ELEVATION CB FURNISH & INSTALL STORM DRAIN NOTES: 1) ALL CATCH BASINS ARE TO BE TYPE 'A' ` J�f NTH 3.5 OPENINGS PER: C.O.B. STD. D-14. W t0 I UNLESS OTHERWISE SPECIFIED. 332 .rte p 332 INVERT 18"DRAIN I TYPE "A" PER C.O.B. STD. D-14. i SECTION M SCALE: 1"=50' HORIZ. 7R o 5 340 1" 5' VERT. _; 346 344 340 336 332 .. .,..� N SECTION i SCALE: 1'=50' HORIZ. 1-=5' VERT. 06 TB" RGJ-RCP 23% 00.11% INSTALL 15.42 LF OF i8• RGJ-RCP 022.70% J rpJn N N 90 b SSSS]]]] 2 m 29.88 OF RGJ-RCP 0.11% W LEGEND: ARREVIATIONS 6 N O CENTERUNE 17 �qq INVERT FURNISH & INSTALL SEWER PER CITY STANDARDS STORMDRAIN 7 O S0011011 LETTER MANHDLEFURNISH z rnw i-ii�za N N ,L5 CATCH BASIN 'y 344 . S 344 { INV 344 9� WHERE SECTION IS SHOWN 2 344 SEWER CLEANOUT MH STORM DRAIN MANHOLE FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS EXISTING m ELEVATION CB FURNISH & INSTALL STORM DRAIN NOTES: 1) ALL CATCH BASINS ARE TO BE TYPE 'A' ` MANHOLE TYPE 'B' PER C.O.B. STD. D-18. NTH 3.5 OPENINGS PER: C.O.B. STD. D-14. W t0 2' UNLESS OTHERWISE SPECIFIED. .rte p 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS N w TYPE "A" PER C.O.B. STD. D-14. i 1 SMH '.................. m o 5 340 _; 340 SOD 3,� 1. • ., 340 L^ a SDMH ) EXIST ELEV �INVTRT 18' DRAT \" \PROVIDE S� S R 336 �F:I - .PIPE - 336 336 336 ( INVERT 8" SEVER �I. SADDLE j Y jz P of C.D.B. I� �• D-9' INVERT 78' DRAIN ; 332I 332 332 332 ) y 7..: 0 SECTION SECTION j SCALE 1"- -50' HORIZ i SCALE: i -5O' HORIZ 7 7 1'=5' VERT. 9 =5' VERT. 29.88 OF RGJ-RCP 0.11% W LEGEND: ARREVIATIONS 6 N O CENTERUNE 17 �qq INVERT FURNISH & INSTALL SEWER PER CITY STANDARDS STORMDRAIN 7 O S0011011 LETTER MANHDLEFURNISH 0 z 00 & INSTALL SEWER MANHOLE ry CATCH BASIN U 0 Q TYPE 'A" PER C.O.B. STB. SW -4. . SEWERJUNCIJ BOX SEVER MANHOLE z 1 FURNISH & INSTALL SEWER CLEANOUT 9� WHERE SECTION IS SHOWN 2 PER C.O.B. STD, SW -6. SEWER CLEANOUT STORM DRAIN MANHOLE FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS EXISTING m ELEVATION 0 FURNISH & INSTALL STORM DRAIN NOTES: 1) ALL CATCH BASINS ARE TO BE TYPE 'A' RICHT OF WAY MANHOLE TYPE 'B' PER C.O.B. STD. D-18. NTH 3.5 OPENINGS PER: C.O.B. STD. D-14. W t0 2' UNLESS OTHERWISE SPECIFIED. .rte p 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS N w TYPE "A" PER C.O.B. STD. D-14. i �••�••®••o••®••� TRACT BOUNDARY '.................. m o i 04 LEGEND: ARREVIATIONS 6 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION I> CENTERUNE SECTION DESIGNATION: INVERT FURNISH & INSTALL SEWER PER CITY STANDARDS STORMDRAIN S0011011 LETTER MANHDLEFURNISH ® & INSTALL SEWER MANHOLE A IL.............._ CATCH BASIN TYPE 'A" PER C.O.B. STB. SW -4. . SEWERJUNCIJ BOX SEVER MANHOLE ® FURNISH & INSTALL SEWER CLEANOUT 9� WHERE SECTION IS SHOWN 2 PER C.O.B. STD, SW -6. SEWER CLEANOUT STORM DRAIN MANHOLE FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS EXISTING ELEVATION 0 FURNISH & INSTALL STORM DRAIN NOTES: 1) ALL CATCH BASINS ARE TO BE TYPE 'A' RICHT OF WAY MANHOLE TYPE 'B' PER C.O.B. STD. D-18. NTH 3.5 OPENINGS PER: C.O.B. STD. D-14. AS Lu UNLESS OTHERWISE SPECIFIED. .rte FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE "A" PER C.O.B. STD. D-14. UNLESS OTHERNSE NOTED. �••�••®••o••®••� TRACT BOUNDARY '.................. UNIT BOUNDARY 04 N I> O a4 o O W AS Lu W s v0 O U 9 L^ a S 34B i 1 344 3441 _ IA FJ4 l F�WURE C,sEVI LOPMEENT LEGE Aii7 TCP OF MANH9LEJTLW OF CLEANOUT ELEVATISA EX�ZiM RRGATION n uo. STANDPIPES m B- I U $7ANOPIPE5 ..I CENTEWW- -�---. -_—S MMISH 81NdTALI:'.ETkT{ POE CITY STANOAfiCfis `.YG-ililtE 4£5RNATKYE: .... . iSR-... ___-.. .. _� D R xis— ---------- IE+7R9 E B SO" S£1IE +sw Shoo t84}- ----- --- a c --..._..._ _ ..un m ------- 2i . — - _ ...... _ G.IO 23 w 24` �hER NOSO'R5'49`c m "' Y4' '_2'MFR 307-70 t - S �t�_____________S T RO'S5'd5`E 7x• SEVER S50.2Y I 055 �,3�E E f7j� "td" 3EME� h c] 4i34741p.a N:}G:S A�'�i_Ff$R �d ++ �q - 44AQ'I 1t It - FURNl91 & AESTAM. SiEwER O-EANOUT 4a tT 4]tri} Sw 3W Ni PER C.i,.fl. SID. STf-E, 11 Soo SE-xrR CLEMENT i EF'� SDMN STERN ONAIN M.5NHC4E-__ FURWISN t INSTALL STORM GRAIN PER CITYSTANOANUS EAT, Evs]IND ELEV ELEVATION Q FURNISH k INSTALL STORM BRAIN NOTES = ,j ALL CATCH BASINS ARE TO BE TYPE `A" i 2k IA FJ4 l F�WURE C,sEVI LOPMEENT �IrU URE 4513 K �5�ej ryj 4� 01E: NT #« �K SOUTH ALLEN ROAD -- (STA. 10+00.00 TO 24+00,00) SCALE; 1"= 53' HORIZONTAL 1- = 5` VERTICAL PW,5XT R 60359 LEGE Aii7 TCP OF MANH9LEJTLW OF CLEANOUT ELEVATISA EX�ZiM RRGATION n uo. STANDPIPES m B- I U $7ANOPIPE5 ..I CENTEWW- -�---. -_—S MMISH 81NdTALI:'.ETkT{ POE CITY STANOAfiCfis `.YG-ililtE 4£5RNATKYE: .... . iSR-... ___-.. .. _� D R xis— ---------- IE+7R9 E B SO" S£1IE +sw Shoo t84}- ----- --- a c --..._..._ _ ..un m ------- 2i . — - _ ...... _ G.IO 23 w 24` �hER NOSO'R5'49`c m "' Y4' '_2'MFR 307-70 t - S �t�_____________S T RO'S5'd5`E 7x• SEVER S50.2Y I 055 �,3�E E f7j� "td" 3EME� h c] 4i34741p.a N:}G:S A�'�i_Ff$R �d ++ �q - 1t It - FURNl91 & AESTAM. SiEwER O-EANOUT 4a �IrU URE 4513 K �5�ej ryj 4� 01E: NT #« �K SOUTH ALLEN ROAD -- (STA. 10+00.00 TO 24+00,00) SCALE; 1"= 53' HORIZONTAL 1- = 5` VERTICAL PW,5XT R 60359 344 MID 4m W2 $15+0D �LF VIER 10 AM% [4 3LtLrs aid —_-_i--I 344 4 36 4i .... 33.. . ...... Ii 7,3R3. 2 IWT a' S' .-. - EECT113N / G SCALE: 1'=50' HZ;,. Rte' 1,w5' VERT. LEGE Aii7 TCP OF MANH9LEJTLW OF CLEANOUT ELEVATISA STANDPIPES m B- I REL MATED EY ODERS. ..I CENTEWW- -�---. -_—S MMISH 81NdTALI:'.ETkT{ POE CITY STANOAfiCfis `.YG-ililtE 4£5RNATKYE: ' INSERT Ia SO" S£1IE v Tf+.N mw MAN Fu NtsH D iwTALL 5C V vR MANHULE it � .y MAMfOLL TrPE 'A" PER cD-N. 5717- 5w-+. p nY �d ++ COW 1109N JR juNCT10N EOK FURNl91 & AESTAM. SiEwER O-EANOUT 4a tT 4]tri} Sw 3W Ni 344 MID 4m W2 $15+0D �LF VIER 10 AM% [4 3LtLrs aid —_-_i--I 344 4 36 4i .... 33.. . ...... Ii 7,3R3. 2 IWT a' S' .-. - EECT113N / G SCALE: 1'=50' HZ;,. Rte' 1,w5' VERT. I i LEGE Aii7 TCP OF MANH9LEJTLW OF CLEANOUT ELEVATISA AE£REStAIE'FIS ..I CENTEWW- -�---. -_—S MMISH 81NdTALI:'.ETkT{ POE CITY STANOAfiCfis `.YG-ililtE 4£5RNATKYE: NY INSERT SO" S£1IE SD Tf+.N mw MAN Fu NtsH D iwTALL 5C V vR MANHULE it � AYH MAMfOLL TrPE 'A" PER cD-N. 5717- 5w-+. _ _ — -. - _'"' CB COW 1109N JR juNCT10N EOK FURNl91 & AESTAM. SiEwER O-EANOUT sNE_f'MfAE"x71CM C 91bdM.. Sw SLA R MAMME PER C.i,.fl. SID. STf-E, 11 Soo SE-xrR CLEMENT EF'� SDMN STERN ONAIN M.5NHC4E-__ FURWISN t INSTALL STORM GRAIN PER CITYSTANOANUS EAT, Evs]IND ELEV ELEVATION Q FURNISH k INSTALL STORM BRAIN NOTES = ,j ALL CATCH BASINS ARE TO BE TYPE `A" i 2k + . RJ14 wil Of' WAY MANHE4 F iY4t 'H' PER GU.B. STD. D-ia ,11TH &,h` OPENRGS PER CQB. STO. 0-14. HNL'-55 OTHER'MSE SPEDIWD. t �- FLREidF,d1 & mSTALI. OTCH MAI 2) 4A PIPE CLE1''AM tS 9OVIIN ARE INVERT ELEVAnrINS- ]' ( IL'i".�- TYPF -A" I LF COA STH. P-14. VINLE55 WKIPOSE NGTED. •., i- ..�.. .. r • n. TRACT BOUNDARY w - - - - - - - - - • - UNIT StN11GM3Y '. Fr>;e6(Eax3 i�`a Y'ka`V.T�'d}i i5;v'F I i CD U u9 = g ul =g co a p EXISTING IRRIGATION LINE _ PpB�Y �® 24000 25+00 26+00 27+0028+00 1� 28+00 0 NSP'55'49°E 24° SEWER s 198.74' N0035'$'E 24' SEWER 456 42 ' /., s �® s ® 4N -- OW5 '49"E R sj 24 D __ -_ -- -- ' 50000. l 1 ____ .a .. .. ._..�. H —� -- -- - �_- r -------------------------------- r r i t �x� X- -._. -- � o a y,� ZVo a>r + } �UI3�Ii CI O DETAIL ug FqE SUMP OQiNRL�c6�/ O'"'-,�'v vv-v'.✓vvv"�'v-•,-",:y - S AN EASEMENT FOR ROAD PURPOSES IN PAYOR? i OF THE CITY OF BAKERSFIELD RECORDED APRIL 21, 2016 AS DOC No. 0206098312, O.R. /AN EASEMENT FOR PRIVATE ROAD PURPOSES C RECORDED JUNE 23, 1998 AS DOC Na j 0191 O.R. y t H 3484 K � r 344 K1, 8 t-8 URNN __ 505.85 8 N F/ N00' S u --- H -- ° -- ---- —_ 18 ORAI 8 58x'404431 Er 5 N 5 20 20' _.----- 'HAWS STREET 1 �N SEE SHEET 7 DRILL SITE m > _ j PENSINGER ROD ` .+I M<Nw o M ALLEN l7'\ SOUTH � vL,LEN ROA® (STA. 24+00.00 TO 36+40.03) SCALE: 1' = 50' HORIZONTAL 1" = 5' VERTICAL N qG,� ON` Af .TOS4•. DATE 3.(.. E. 33,522 DANIEL '�AL,H DA FF l.L. ti:'OD3 J/ \���.._../F'.._✓°�..r� `fir.® V LINE 7'z -,N i DISTANCE INSTALL 50000 LF OF W RGJ RCP @ 0.08% N 46'02'55' E 21.23' L2 N] 13.00 r' i S 89'24'06° E 13.00' L4 %M -346 21.17' I I i 21.21' L6 N 0'35'54° E 13.00' I I II I 344-- _. _ 344 �I1 1L I I N QK y� 3 KK y� tn til h- O <G a QG 336 I 336 6 I i Ell I I TOP OF MAMHO E/TOP OF CLEANOUT ELEVATION 2%2 i. '. 4P^�' 332 INVERT SEWER ABBRENA11ONS ,S.u+�-"- I INVERT 24" BRA1NJ. CENTERLINE 328. L. .328 H EN INV 4 29+00 — • s SECTION SECTION --. SCALE: 1'=50' HOR17 SIR $TACT -BOUNDARY SD STORM DRAIN SECTION LErWRo 37 32+00 - `34`+o - - - _ - ® a FURNISH &INSTALL SEWER MANHOLE ILJB C CB 0 35+0 - 36+00 TYPE 'A" PER G0.8. STD. SW -4. SMH JUNCTION BOX SEWER MANHOLE G FURNISH & INSTALL SEWER CLEANOUT SHEEP y HERE 9EC1XA7 8 yTpYM '- s ._ N00'S49"E 24 SEWER 3W.00` NOD'55'49'E 244SEWER ® N SCO SEWER CLEANOUT s s H 896.06 SDMH STORM DRAIN MANHOLE --- o FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS % n t-8 URNN __ 505.85 8 N F/ N00' S u --- H -- ° -- ---- —_ 18 ORAI 8 58x'404431 Er 5 N 5 20 20' _.----- 'HAWS STREET 1 �N SEE SHEET 7 DRILL SITE m > _ j PENSINGER ROD ` .+I M<Nw o M ALLEN l7'\ SOUTH � vL,LEN ROA® (STA. 24+00.00 TO 36+40.03) SCALE: 1' = 50' HORIZONTAL 1" = 5' VERTICAL N qG,� ON` Af .TOS4•. DATE 3.(.. E. 33,522 DANIEL '�AL,H DA FF l.L. ti:'OD3 J/ \���.._../F'.._✓°�..r� `fir.® V RT 24" SEWER 25+00 LINE 7'z -,N i DISTANCE INSTALL 50000 LF OF W RGJ RCP @ 0.08% N 46'02'55' E 21.23' L2 N] 13.00 r' i S 89'24'06° E 13.00' L4 %M -346 21.17' I I i 21.21' L6 RT 24" SEWER 25+00 APPROXIMATE FINISHED GROUND ®CENTER- }, •"..: �c : - __ __ --- ---- __---_-_-_ --- ti - - _ - - _ _ _ _ _ 344 I ,I ..340 y, 67'6i - INVERT 247 SEWER 26+00 - 27+00 INVERT - 28+00 - 29+00 V 3t 24° DRAIN 336 INVERT 18' BRAIN `7N`ILR1 24° SEWER - INVERT 24" SEWER _ - 332 31+00 32+00 33+00 34+00 36+00. - 36+00. w LINE 7'z -,N i DISTANCE INSTALL 50000 LF OF W RGJ RCP @ 0.08% N 46'02'55' E 21.23' L2 348 13.00 r' i S 89'24'06° E 13.00' L4 N 46'05'57' E 21.17' I I i 21.21' L6 N 0'35'54° E 13.00' I I II I 344-- _. _ 344 �I1 1L I I LEGEND: tn til I I 336 I 336 6 I Ell I I TOP OF MAMHO E/TOP OF CLEANOUT ELEVATION 2%2 i. '. 4P^�' 332 INVERT SEWER ABBRENA11ONS ,S.u+�-"- I INVERT 24" BRA1NJ. CENTERLINE 328. L. .328 H EN INV INVERT — • s SECTION SECTION DESIGNABOV: SCALE: 1'=50' HOR17 SIR SD STORM DRAIN SECTION LErWRo APPROXIMATE FINISHED GROUND ®CENTER- }, •"..: �c : - __ __ --- ---- __---_-_-_ --- ti - - _ - - _ _ _ _ _ 344 I ,I ..340 y, 67'6i - INVERT 247 SEWER 26+00 - 27+00 INVERT - 28+00 - 29+00 V 3t 24° DRAIN 336 INVERT 18' BRAIN `7N`ILR1 24° SEWER - INVERT 24" SEWER _ - 332 31+00 32+00 33+00 34+00 36+00. - 36+00. w CONSTURCT 6' TEMPORARY CHAINUNK FENCE � �II n I I I H I TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER ; DOC;#218119326 CONSTRUCT CHAIN LDA( GATE PER C.O.B. STD. DETAIL 0-1& LINE TABLE LINE BEARING DISTANCE INSTALL 50000 LF OF W RGJ RCP @ 0.08% N 46'02'55' E 21.23' L2 S 0'3554' W 13.00 L3 S 89'24'06° E 13.00' L4 N 46'05'57' E 21.17' I I i 21.21' L6 N 0'35'54° E 13.00' i I II I l jI I I I LEGEND: tn 6 TOP OF MAMHO E/TOP OF CLEANOUT ELEVATION ABBRENA11ONS ,S.u+�-"- I CENTERLINE EN INV INVERT — • s NRNISH k INSTALL SEWER PER CITY STANDARDS SECTION DESIGNABOV: SD STORM DRAIN SECTION LErWRo MH AH FURNISH &INSTALL SEWER MANHOLE ILJB C CB C CATCH BASIN TYPE 'A" PER G0.8. STD. SW -4. SMH JUNCTION BOX SEWER MANHOLE G FURNISH & INSTALL SEWER CLEANOUT SHEEP y HERE 9EC1XA7 8 yTpYM '- PER C.O.B. STD. SW -6. SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE --- o FURNISH & INSTALL STORM DRAIN PER CITY STANDARDS % n EXIST EXISTING ELEV ELEVATION ® FURNISH &INSTALL STORM DRAIN NOTES : 1) All CATCH BASINS ARE TO BE TYPE °A' � - R/W RIGHT OF WAY MANHOLE TYPE "B° PER C.O.B. STD. D-18. WITH 3.5 OPENINGS PER C.O.B. STD. D-14. UNLESS OTHERMSE SPECIFIED. 1 FURNISH & INSTALL CATCH BASIN 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS TYPE 'A' PER C.O.D. STD. 0-14. UNLESS OTHERWISE NOTED. TRACT BOUNDARY )i -- - - - -- --- - - UNIT BOUNDARY [ CONSTURCT 6' TEMPORARY CHAINUNK FENCE � �II n I I I H I TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER ; DOC;#218119326 CONSTRUCT CHAIN LDA( GATE PER C.O.B. STD. DETAIL 0-1& LINE TABLE LINE BEARING DISTANCE L1 N 46'02'55' E 21.23' L2 S 0'3554' W 13.00 L3 S 89'24'06° E 13.00' L4 N 46'05'57' E 21.17' L5 N 44.0411' W 21.21' L6 N 0'35'54° E 13.00' m 3 pF c�Frca cdi ow wi-� N N� N2� Nw 348 348 I 9 344 - _ 344 Q. 340 Z.,. 340 336'. -- 336 Irl INVERT 18* DRAIN SECTION SCALE 1:=50' HORIZ. 1 =5SIR VERT. 0 TEMPORARY 8 CHAINUNK FENCE 13' SECTION R N.T.S. 9 1.2-6578 NIEREL (fal PARC 51 TF FIt'IWMIDOR SII epi SEE SHEET ) 1 Nil 10 11 1 I � 1 I DRAIN MANHOLE Na 6 m+05.00. C -L. 5.t%T. K I F F 10405011 ST,A DRAIN ' n ...NUP.3522'E ....1 B' CRNN 391L0.7` 71} @. N��,. NOD e' QMH "40.0?, ! I r7 ' Vin`, iM1c. 1 1n :n m I( W N I I I -IIS 21 20 19 18 17 30 344 K -1T., 4.!2 .r x 15 S,' 4PENSit#�1t ROAD"N+ IW � M1O M1fv f • iI � 4 4. IN3ERSFCTM F STA, l5tMO7, i I STA, 1St01-IXk HIM, 27'E �' s MIA` � - IT +� � � m+ LI •J0. �-` � I MAC URE DRPJF $• SEL ElVlT B PENSING£R ROAD GI C NDO AVENUE �. (STA. 10+00.0D T4 15+80.07) SCALE: 1' = 50' H R17G,MTAF 1' = 5' 'VERTICAL (Fe#WER9 WALL MOOS U OF S' SEVER M 1.Off 0 ml ADLixEM dn0N5 3�0 TW OF AANIHWjT')P OF GLEAN4'UT ELEVAIN.w CL 1XIVTCRIAW€ TFIIFR crrtt�,•m:_.�^Fci A� N4 N4E'RT -------------- "R ELXNIS'I & INSTAL I, PFR fJTI' STANOdf3k$ SD CHAIS �RXOA ficnaltEliE- *f MANIALL fbfNISH A INSTALL SE7ER MANHOLE ft . GB 4ATDN HASIN CATCq 16SAI TYPE `A' PER G.d t3 Sib. 5V- 4- � _ _ _ _ _ - le SOH AM7110N EM SEVEN MANHOLE ® FLRNISH A INSTALL SEVER GLEN01UT SEII OHM fi.'IYL! III Sk]YAv.^ 2 Sw SEWN GLFANWT PER O.OB. Clb. g* -6. - S)MH 91014A CHAIN MANHOLE _.. _Q FM>t#SH A INSTALL S7" DRNN PER aTY STAKA16S EXIST EASM140 EL64' ELEVAIICN F"SH A INSTALL STORM BRAIN NOES : 11 Au CA7CH BASAS ARE TD 9E TYPE `A` R/W F&AC OF 47AY MANHOLE T'Yf{ IS, PEN coax Sib C-10 WITH [5' OPENINGS PER MIR SID. P 14. HNI F,S; OMFRMT SPMRED. ' .�. RaRMSH A INSTALL GATCN DRAIN 2) ALL AFL E1E'PAYIONS SHOWN ANE IK.V?T EUVAnDNS TYPE -A' PER US STD. D -U{• UNLESS OTHERMSE NOTED. • TRACT OQWARY n w w r . . . r .r . L7,IT DOAIDARY EmilMEN m-mN-ma Em HE NPUMBEEN 0 ml e7f-*, --17 ONIL r ADLixEM dn0N5 3�0 TW OF AANIHWjT')P OF GLEAN4'UT ELEVAIN.w CL 1XIVTCRIAW€ TFIIFR crrtt�,•m:_.�^Fci A� N4 N4E'RT -------------- "R ELXNIS'I & INSTAL I, PFR fJTI' STANOdf3k$ SD CHAIS �RXOA ficnaltEliE- *f MANIALL fbfNISH A INSTALL SE7ER MANHOLE ft . GB 4ATDN HASIN CATCq 16SAI TYPE `A' PER G.d t3 Sib. 5V- 4- � _ _ _ _ _ - le SOH AM7110N EM SEVEN MANHOLE ® FLRNISH A INSTALL SEVER GLEN01UT SEII OHM fi.'IYL! III Sk]YAv.^ 2 Sw SEWN GLFANWT PER O.OB. Clb. g* -6. - S)MH 91014A CHAIN MANHOLE _.. _Q FM>t#SH A INSTALL S7" DRNN PER aTY STAKA16S EXIST EASM140 EL64' ELEVAIICN F"SH A INSTALL STORM BRAIN NOES : 11 Au CA7CH BASAS ARE TD 9E TYPE `A` R/W F&AC OF 47AY MANHOLE T'Yf{ IS, PEN coax Sib C-10 WITH [5' OPENINGS PER MIR SID. P 14. HNI F,S; OMFRMT SPMRED. ' .�. RaRMSH A INSTALL GATCN DRAIN 2) ALL AFL E1E'PAYIONS SHOWN ANE IK.V?T EUVAnDNS TYPE -A' PER US STD. D -U{• UNLESS OTHERMSE NOTED. • TRACT OQWARY n w w r . . . r .r . L7,IT DOAIDARY e7f-*, --17 ONIL r