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HomeMy WebLinkAbout6.2-615 Record DrawingLIST OF DRAWINGS BENCHMARK TOP OF CONCRETE MONUMENT IN LAMP HOLE IN TERSEC TION OF BRUNDAGE LANE & CHESTER AVENUE ELEV = 386.85, CITY DATUM CITY STANDARDS SW -2, SW -6, ST -12, & ST -13 CONVENTIONAL SYMBOLS --------EASEMENT -- -- RIGHT—OF—WAY — — CENTERLINE RAILROAD TRACKS X CHAIN LINK FENCE w G OH TV 0 M.H. P.P. -w nu O S.L. C.O. CITY OO F BA � E SFIELD EXIST. CURB & GUTTER ----------------------------- EXIST. A. C. FL0KINE -- --------/---------/// EXIST. EDGE OF PAVEMENT GUARD RAIL IMPROVEMENTS UTILITY SYMBOLS EXIST WA TER UNE S EXIST GAS LINE SD EXIS T AERIAL E - LINES EXIST UNDERGROUND T TV CABLES EXIST OIL LINE Fo MANHOLE POWER POLE EXIS TING MONUMEN T FU TURF MONUMEN T S TREE T LIGHT S TREE T LIGHT W/MAST ARM CLEAN OU T EXIST -FILE: BASE_E1K205. dwg) EXIST STORM DRAIN EXIST SHEE T 1 T/ TLE SHEE T UNDERGROUND PHONE LINE EXIST FIBER OPTIC LINE SHEET 2 SEWER PLAN—E. BRUNDAGE LN TO STA. 13+91 SHEET 3 SEWER PLAN—STA. 13+91 TO STA. 21+75 SHEET 4 SEWER PLAN—STA. 21+75 TO STA. 23+19 SHEET 5 SEWER PLAN—STA. 23+19 TO STA, 35+75 SHEET 6 SEWER PLAN—STA. 35+75 TO STA. 42+42 SHEET 7 SEWER PLAN—STA. 42+12 TO STA, 48+80 SHEET 8 SEWER PLAN—STA. 49+05 TO STA. 56+50 SHEET 9 SEWER PLAN—STA. 56+50 TO STA. 63+50 SHEET 10 SEWER PLAN—STA. 63+50 TO STA. 70+50 SHEET 11 SEWER PLAN—STA. 70+50 TO STA. 77+50 SHEET 12 SEWER PLAN—STA. 77+50 TO STA. 84+60 SHEET 13 SEWER PLAN—STA. 84+60 TO STA. 86+99 SHEE T 14 STANDARD DE TAIL S BENCHMARK TOP OF CONCRETE MONUMENT IN LAMP HOLE IN TERSEC TION OF BRUNDAGE LANE & CHESTER AVENUE ELEV = 386.85, CITY DATUM CITY STANDARDS SW -2, SW -6, ST -12, & ST -13 CONVENTIONAL SYMBOLS --------EASEMENT -- -- RIGHT—OF—WAY — — CENTERLINE RAILROAD TRACKS X CHAIN LINK FENCE w G OH TV 0 M.H. P.P. -w nu O S.L. C.O. CITY OO F BA � E SFIELD EXIST. CURB & GUTTER ----------------------------- EXIST. A. C. FL0KINE -- --------/---------/// EXIST. EDGE OF PAVEMENT GUARD RAIL IMPROVEMENTS UTILITY SYMBOLS EXIST WA TER UNE S EXIST GAS LINE SD EXIS T AERIAL E - LINES EXIST UNDERGROUND T TV CABLES EXIST OIL LINE Fo MANHOLE POWER POLE EXIS TING MONUMEN T FU TURF MONUMEN T S TREE T LIGHT S TREE T LIGHT W/MAST ARM CLEAN OU T EXIST SEWER LINE EXIST STORM DRAIN EXIST UNDERGROUND POWER LINE EXIS T UNDERGROUND PHONE LINE EXIST FIBER OPTIC LINE 0(), 0(), FIRE H YDRAN T FIRE W.M. ❑ WA TER METER W.V. N WA TER VAL VE G.M. ® GAS ME TER G.V. dQ GAS VAL VE BENCHMARK SEWER REHABILIT,4,ATION Pff STREET TRUNK , j U AVE = t'• Y F _. ..,�.., ; ..... A �,`Voir ............................ t. S ��•..✓�. Yt y e'' �Rf Fi.. > _, ,, (" \ } 3 r � ¢jam i .,. 'T .......... _ �_. i �ti77 _ : F,w x F , mw. _ ` t z s t { 1 �._. ,.. . —�, j IF F 99, - A I{ f141 NIA, LM -i j dam;_ gt 5 1Pii..�^%f�lT fNl VE J .�.,..�.,.,�M.�� n i > �f7AL H i 1tI ., __._..... E NDAG AN ! 1 ...wV._ 58-7 alt , .. _ �M%N r { , _.... i .. �,. C� LOMB Dfc'/VE k ' i F r, I cia ii' ST( i .M1 3 �A { = ( 3 € LOCATION MAP_ NOT TO SCALE -> U CONFORMED Job No.: E1 K205 File Path: K: \LDD—ENGINEERING\ E1 K205—Sewer Rehab P St\BASE—E1 K205 File Name: BASE_E1 K205.dwg Im STATE OF CALIFORNIA NO TE: THE CON TRAC TOR MUST POSSESS THE FOLLOWING VALID LICENSES: CLASS a' NOTE: THE CONTRACTOR SHALL CONTACT THE USA LOCATOR Y ' SERVICE 1-800-642-2444, 48 HOURS PRIOR TO L1j EXCAVATION. W PROJECT LENGTH w QROFESS/o/v DEAN cl� C 46803 * Exp. 6-30-15 C i V 1 \- OF CAL V) 7,776 LF j ct W W APPROVED BY. ��v`w'', CL RAUL M. ROJAS, R.C.E. 39880, EXPIRES 12-5T-13 DATE O PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: 5 Q ASSISTANT PUBLIC WORKS DIRECTOR DATE Z w CIVIL EINE RIV — ESIGN GINEERING DAT W TRAFFIC EN EER v 7 DATE SEWER REHABILITATION NO 1 OF 'P' STREET TRUNK SEWER 14 SHEETS 0 1 2 3 W Cr0 N 0 d - v 0 N U Q� D a U a U 0 C) i 0 W� Q m -4- 1Z 1Z W W O 0 I 0 r*m I H — ._..__ SCALE HORIZ l!--40'. VERT l-4' 395 390 385 375 370 EXISTING 2210 SEWFR UNE — STA 9+50.39 MH #0 EXISTING 42"0 SEWR UNE —\ EXISnNG 8'0J SEWFR UNE 2 2 STA 9+67 07 MH 11 1 BEG/A1 CONSTRUCTION CHESTER AVE f EXISTING 610 1 SENER UNE 0 FLOWUNE - SEWFR G NE w0 C S4A A VE �4 s vs_ 12+00 13+00 S--+F-o W H� 14+ 4- _ — f - W 4_ GS LJ -- -- -- RIOW -- -- __ STA 9+77.07 k; MH 12 � © F EX/STING 6'0 W EVS71AIG 810 1 MING 36"0 SEWER UNEZ ( SANER UNE RCP SENER UNE Ict zLu ! L PLAN m 9+00 10+00 11+00 12+00 13+00 14+00 15+00 CITY OF BA KERSFIEL D, CA L IF'OR VIA File Name., BASE_EOK205.dw Drawn: DP Job No.: EIK205 Engineer: BM Date: 12/13/13 Checked By. AjSfo QRpFESS/ONW DEAN �. '92�,y r REGISTERED NGI NEER C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD cm 1.501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF CA1-�F REVS/ONS No. DA TE DESCRIPTION 1 10125113 REVISE NOTES PER ADDENDUM #5. 3 / / CONSTRUCT/ON NOTES i� INSTALL CURED -IN --PLACE PIPE UNER P& ;9FA 8AR9- ST -MM NW FOR PU" MW 606NM SWIM 59O -F4 6F REw w 1 PER THE S IDECIAL PROWSYANS, SECn00V 7-1.24. 2 APPLY PROTECTIVE LINING SYSTEM 6057AWAN 6MM 500-99 6F RE w w PER THE SPIECIAL PROWSIONS, SECTION 7-126. INSTALL MANHOLE FRAME, COVER, & CONCRETE PAD PER CITY OF BAKERSnELO STANDARD PLAN N0. SW=2 & SW -6. ® RAISE EXISTING MANHOLE 70 WADE. RaOOVF & REPLACE SEWW PIPE. NEW WE TO MATCH EXISTING SIZE & MATERIAL UNLESS N07LV OTIIERN'SE) 395 GENERAL NOTES 390 1. ALL UlIUTY LOCATIONS VOW ARE APPROMMAIF ANL Y, AND REPRESENT THE BEST INFARMA TION SUPPLIED BY THE VARIOUS UTIUTY COMPANIES FINAL RESPONSSIUTY FOR LOCATING UTILITIES IN THE RELD IS THE CONTRACTOR'S. 2. SURVEY PAINT ELEVA TIONS 5MONN ARE APPROX/MA TE ANL Y, 385 & ARE PROVIDED AS BEST POSSIBLE. FINAL RESPANSBIUTY ZV�y APPROM 7E E7asnaG�PAVFME7NT A TEMPORARY SENER BYPASS SYSTEM PER X06Ww 380 PER THE 9 0EDAL PROW BONS, SECTION 7-1.25 4. THE COINIRAC7W SMALL CaV-70ER PUBLIC CaWNEW AND SAFETY WHEN SELECTING LOCATION FAR PLACEMENT OF BYPASS PUMP. NO PUMP SMALL BE W THIN 10 FEET OF A PEDESTRIAN PATH OF TRAVEL 375 5. BYPASS PIPES CROSSING LOCAL STREETS AND PRI VA TE DRI VFWA YS SPALL BE PLACED IN A SMALLOW WNW, COVERED WTH A STEEL TRAFFIC PLA IE BORDERED WITH CMAOE TEMPORARY A.C. PAVING OR AN ALTERNATIVE METHOD APPROVED BY THE CITY OF BAKOW7ELD Lo w ti ,COQ -- -- ------ --- — ----- — --- --- -- ------ ----- -------- ---- I� — ---- — _ _ --- --- BYPASS MANHOLE 0 SEWER /0 i 1 ; /O 4-FFFTQ — ...� . w._. ,�.,._ ........ �....__...�.. -� - L ---_L; 1�y1 R6p ® S=0.08 0 222 x EXISTV 42" RCP ��� ��� 41% CITY OF BA KERSFIEL D, CA L IF'OR VIA File Name., BASE_EOK205.dw Drawn: DP Job No.: EIK205 Engineer: BM Date: 12/13/13 Checked By. AjSfo QRpFESS/ONW DEAN �. '92�,y r REGISTERED NGI NEER C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD cm 1.501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 OF CA1-�F REVS/ONS No. DA TE DESCRIPTION 1 10125113 REVISE NOTES PER ADDENDUM #5. 3 / / CONFORMED SEWER PLAN 0 1 SHEET NO 20F14 2 3 CONSTRUCT/ON NOTES i� INSTALL CURED -IN --PLACE PIPE UNER P& ;9FA 8AR9- ST -MM NW FOR PU" MW 606NM SWIM 59O -F4 6F REw w 1 PER THE S IDECIAL PROWSYANS, SECn00V 7-1.24. 2 APPLY PROTECTIVE LINING SYSTEM 6057AWAN 6MM 500-99 6F RE w w PER THE SPIECIAL PROWSIONS, SECTION 7-126. INSTALL MANHOLE FRAME, COVER, & CONCRETE PAD PER CITY OF BAKERSnELO STANDARD PLAN N0. SW=2 & SW -6. ® RAISE EXISTING MANHOLE 70 WADE. RaOOVF & REPLACE SEWW PIPE. NEW WE TO MATCH EXISTING SIZE & MATERIAL UNLESS N07LV OTIIERN'SE) 395 GENERAL NOTES 390 1. ALL UlIUTY LOCATIONS VOW ARE APPROMMAIF ANL Y, AND REPRESENT THE BEST INFARMA TION SUPPLIED BY THE VARIOUS UTIUTY COMPANIES FINAL RESPONSSIUTY FOR LOCATING UTILITIES IN THE RELD IS THE CONTRACTOR'S. 2. SURVEY PAINT ELEVA TIONS 5MONN ARE APPROX/MA TE ANL Y, 385 & ARE PROVIDED AS BEST POSSIBLE. FINAL RESPANSBIUTY OF IfRIRCATIAN & ACCURACY IS THE CONTRACTOR'S 3 THE CAN7RACTOR SHALL BE RESPONSIBLE FAR PROVIDING A TEMPORARY SENER BYPASS SYSTEM PER X06Ww 380 PER THE 9 0EDAL PROW BONS, SECTION 7-1.25 4. THE COINIRAC7W SMALL CaV-70ER PUBLIC CaWNEW AND SAFETY WHEN SELECTING LOCATION FAR PLACEMENT OF BYPASS PUMP. NO PUMP SMALL BE W THIN 10 FEET OF A PEDESTRIAN PATH OF TRAVEL 375 5. BYPASS PIPES CROSSING LOCAL STREETS AND PRI VA TE DRI VFWA YS SPALL BE PLACED IN A SMALLOW WNW, COVERED WTH A STEEL TRAFFIC PLA IE BORDERED WITH TEMPORARY A.C. PAVING OR AN ALTERNATIVE METHOD APPROVED BY THE CITY OF BAKOW7ELD CONFORMED SEWER PLAN 0 1 SHEET NO 20F14 2 3 N Cr0 ti cs 0 0 N v a� a� c v 0 W �I m W co CL- a� LO 0 LQ z z w D 0 Kfl m SCOL HORIZ 1`40' VERT1=4' Amo � - - 395 390 385 375 0 M 1 14+00 i EXISTING GUTTER 1st STREET f FLOW .INE I D C) D ® O O I I I a I { I R w 15+00 16+00 17+00 M'w 18+00 1St °STREET 19+00 20+00 2 15+00 S 16+00 S S —r I C� Com+ rz� r.� C•N < I ULM 17+00 18+00 so 20+00 21+00 ll WvAjill • �: ; A • r-' j r i"� File Name: BASE_EOK205.dw Drawn: DP Job No.: EIK205 Engineer. BM Date: 12/13/13 Checked By. A15b 395 OROEESS/ONS pEAN REGISTERED VIL ENGINEER' ' �C 46803 * Exp. 6-303 CITY OF BAKERSFIELD`req C/VIL ��� 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 F OF C� REVS/ONS No. DA TE DESCRIPTION 1 1013113 REVISE NOTES PER ADDENDUM #1. 2 10 12511 J REVISE NOTES PER ADDENDUM ,#5. . r . . a. rr i •`sr i�•N 500-29 • a- i i ../ 1/ t WN PER THES)DECIAL MANHOLEF� INSTALL /CONCREff PW 385 3. THE CONYIRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 1 N P�RAISE / TO GRADE PER THE SPECIAL PROWSyOINS, SEC110N 7-1.25. MATCH(AEW Rf f TO aI 380 '�� BYPASS PUMP. NO PUMP SHALL BE INTHIN 10 FEET OF A PEDESTRIAN PATH OF TRAVEL. � 5. BYPASS PIPES CROZNG LOCAL STREETS AND PRIVATE DRIIEWAYS SHALL BE PLACED /N A SHALLOW TRENCH, CIOWNS9 WITH A STEEL TRAFRC PLATE BORDERED WITH TEMPORARY A.C. PAVING OR AN ALTERNATIVE METHOD �- � ��• � + � � AP ROX/MATE EXISTb VGc� .� � of pQ �pQ ®Q PA I EMENT GRADE x II ;. N < j ... _ ,.. . `i 6 y1� 222 z'15z� F ISiG 36" RCP S -0.07q 1 �� 234 LF EXl iG 36'" RCP 0 S-0.079 �j11 442 LF EXISiG 3 " RCP 0 S=0.07. ll WvAjill • �: ; A • r-' j r i"� File Name: BASE_EOK205.dw Drawn: DP Job No.: EIK205 Engineer. BM Date: 12/13/13 Checked By. A15b 395 OROEESS/ONS pEAN REGISTERED VIL ENGINEER' ' �C 46803 * Exp. 6-303 CITY OF BAKERSFIELD`req C/VIL ��� 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 F OF C� REVS/ONS No. DA TE DESCRIPTION 1 1013113 REVISE NOTES PER ADDENDUM #1. 2 10 12511 J REVISE NOTES PER ADDENDUM ,#5. . r . . a. rr i •`sr i�•N 500-29 • a- i i ../ 1/ t WN PER THES)DECIAL MANHOLEF� INSTALL /CONCREff PW 385 CONFORMED SE SEWER -PLAN & PROFILE SHEET NO. 3OF14 0 1 2 3 CONSTRUCTION 1 . .,. -r E. P& Fil INSTALL ♦ . PRE na. i' PUBHO MOWS •., '• • • .F RE . rr . . 390 7E VARIOUS UTIUTY COMPANIES RNAL RESPANS/BIUTY © APPLY ../ . r . . a. rr i •`sr i�•N 500-29 • a- i i ../ 1/ t WN PER THES)DECIAL MANHOLEF� INSTALL /CONCREff PW 385 3. THE CONYIRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY SEIIE'R BYPASS SYSTEV PER SWMN 7--85.12L 2A P�RAISE / TO GRADE PER THE SPECIAL PROWSyOINS, SEC110N 7-1.25. MATCH(AEW Rf f TO aI 380 UNLESS / / CONFORMED SE SEWER -PLAN & PROFILE SHEET NO. 3OF14 0 1 2 3 GENERAL NOTES 1. ALL UAUTY LOCAAANS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA TION SUPPUED BY 390 7E VARIOUS UTIUTY COMPANIES RNAL RESPANS/BIUTY FOR LOCA TING UTIUTJES IN THE FIELD IS THE CON7RAC7 R'S 2. SURVEY POINT ELEVALIONS SHOWN ARE APPROMMATE OlkY, & ARE PROVIDED AS BEST POSSIBLE. FINAL RE9VN98IUTY OF VERIFICATION & ACCURACY IS THE CON IRACTOIR'S. 385 3. THE CONYIRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY SEIIE'R BYPASS SYSTEV PER SWMN 7--85.12L 2A OF INE PER THE SPECIAL PROWSyOINS, SEC110N 7-1.25. 4. THE C0N7R4C7 R SHALL CONSyDER PUBLIC CONVENIENCE 380 AND SAFETY WHEN SELECTING LOCATION FOR PLACEMENT OF BYPASS PUMP. NO PUMP SHALL BE INTHIN 10 FEET OF A PEDESTRIAN PATH OF TRAVEL. 5. BYPASS PIPES CROZNG LOCAL STREETS AND PRIVATE DRIIEWAYS SHALL BE PLACED /N A SHALLOW TRENCH, CIOWNS9 WITH A STEEL TRAFRC PLATE BORDERED WITH TEMPORARY A.C. PAVING OR AN ALTERNATIVE METHOD 375 APPROVED BY THE aTY OF BAKERSF m. CONFORMED SE SEWER -PLAN & PROFILE SHEET NO. 3OF14 0 1 2 3 SCALE HORIZ l--40' VERT l-4' EAISANG GUTTER FLOW -INE Q4 +. I i Q E.- V)W s Lv ' 22+00 23+00 W V) zW s Q Q1 C� rto C ---N 22+00 23+00 �. 24+00 24+00 25+00 f 1st STREET f c� by I I �.� A.::. 26+00 =� 27+00 26+00 IJA G 3 Drawn: DP En pin eer: BM 395 390 385 375 Q,pFESS/o DEAN o � REGISTERED C L ENGINEER � C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD �� 15D1 TRUXTUN AVENUE 9TF CIV `- BAKERSFIELD, CA 93301 OF CAL RHVIS/OMS No. DA TE DESCRIPTION 1 10/j/13 REVISE NOTES PER ADDENDUM #l. 2 10 12511 J REVISE NOTES PER ADDENDUM #5. kA 3 ll / 4/13 REVISE NOTES PER ADDENDUM #6. mrj CONSTRUCTION 1© INSTALL CURED-IN-PLACEPIPE ay ... ... r •: r iii Wr r' M. • E r . .F RE -.. ri -• ... %5~00 ••O iC ti M; PERWaAL ., ,.O MC 71 W UNING S YS Ml AR SMAGARD 9fa964 PhN FOR P~ WORMS F 67 i4 RAIZ M MANIOtE TO • .O. ® - _�r PIPE. r �o O� �gv 10� '�°' AP ROX/MATE EMS A VG pF PA ENT GRADE _-- -- -- ��Q -----_ ------------ ;3 — --- ----- ----_— ------ ----- ----- o ---- -------- ,. cfl Q 3 3 <I r 5 ......... r w .:M.w M......... �... m _..... __.! ._. ._. �_ . _ ... 501 LF p \ Drawn: DP En pin eer: BM 395 390 385 375 Q,pFESS/o DEAN o � REGISTERED C L ENGINEER � C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD �� 15D1 TRUXTUN AVENUE 9TF CIV `- BAKERSFIELD, CA 93301 OF CAL RHVIS/OMS No. DA TE DESCRIPTION 1 10/j/13 REVISE NOTES PER ADDENDUM #l. 2 10 12511 J REVISE NOTES PER ADDENDUM #5. kA 3 ll / 4/13 REVISE NOTES PER ADDENDUM #6. mrj CONFORMED SEWER REHABILITATION 'P' STREET TRUNK SEWER oseNERAL NOTES 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT ME BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES RNAL RESPON9811TY FOR LOCA TING U71U11ES IN THE RED IS THE CONTRACTOR'S 2. SURVEY POW ELEVA7XWS S?WW ARE APPROXIMATE ONLY, & ARE PROWDED AS BEST POSME: RNAL RE9DW-7B/UTY OF IfRlfICA TION do ACCURACY IS THE CM7RACTOR'S. 3. THE CaV7RAC70R Sh+ALL BE RE7MBLE FOR PROVIDING 4 TEMPORARY SEib€'R BYPASS SYMM . PER THE SPEDAL PROWYCWS� SEC77% 7-1.25. 4. THE CONTRACTOR SHALL CONSIDER PUBLIC COPAMENCE AND SAFETY WEN SELECTING LOCA 110N FOR PLACEMENT OF BYPASS PUMP. NO PUMP SHALL BE WITHIN 10 FEET OF A PEDESNIAN PATH OF TRAVEL. 5. BYPASS PIPES CROSSING LOCAL STREETS AND PRIVATE DRI VEWA YS MALL BE PLACED IN A SHALLOW TRENCH, COVERED INTH A STEEL TRAFFIC PLA TE BORDERED WITH TEMPORARY A.C. PAVING OR AN ALTERNATIVE METHOD APPROVED BY THE CITY OF BAKERSRELD. - - � - 6 '1.- �" SHEET NO. 4OF14 0 1 2 3 CONSTRUCTION 1© INSTALL CURED-IN-PLACEPIPE ay ... ... r •: r iii Wr r' M. • E r . .F RE -.. ri -• ... %5~00 ••O iC ti M; PERWaAL ., ,.O MC 71 W UNING S YS Ml AR SMAGARD 9fa964 PhN FOR P~ WORMS F 67 i4 RAIZ M MANIOtE TO • .O. ® - _�r PIPE. r UNLESS N07ED ... 1 CONFORMED SEWER REHABILITATION 'P' STREET TRUNK SEWER oseNERAL NOTES 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT ME BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES RNAL RESPON9811TY FOR LOCA TING U71U11ES IN THE RED IS THE CONTRACTOR'S 2. SURVEY POW ELEVA7XWS S?WW ARE APPROXIMATE ONLY, & ARE PROWDED AS BEST POSME: RNAL RE9DW-7B/UTY OF IfRlfICA TION do ACCURACY IS THE CM7RACTOR'S. 3. THE CaV7RAC70R Sh+ALL BE RE7MBLE FOR PROVIDING 4 TEMPORARY SEib€'R BYPASS SYMM . PER THE SPEDAL PROWYCWS� SEC77% 7-1.25. 4. THE CONTRACTOR SHALL CONSIDER PUBLIC COPAMENCE AND SAFETY WEN SELECTING LOCA 110N FOR PLACEMENT OF BYPASS PUMP. NO PUMP SHALL BE WITHIN 10 FEET OF A PEDESNIAN PATH OF TRAVEL. 5. BYPASS PIPES CROSSING LOCAL STREETS AND PRIVATE DRI VEWA YS MALL BE PLACED IN A SHALLOW TRENCH, COVERED INTH A STEEL TRAFFIC PLA TE BORDERED WITH TEMPORARY A.C. PAVING OR AN ALTERNATIVE METHOD APPROVED BY THE CITY OF BAKERSRELD. - - � - 6 '1.- �" SHEET NO. 4OF14 0 1 2 3 39t4- 39( 38t,-' O DWY Dom, I 0 LJvLJ 0 0 C DWY-- - �w LJ I LJEAIS77NG GVT7FR FLOWLHNE 01 OD -7 17-W W I S sTRT 0 29+00 30 0 31+00 I H SCALE HORIZ l-40' VERT 1=4' No S $ 0 I. - I, RIV I 1`I I I I S Q4 Q 29+00 30+00 31+00 N STREET f WW 3 _... .... , w. 32+00� 33+00 34+00 A � I I I I Q3 Q 32+00 I0 34+00 35+00 I Lf) ., L . H V) w ■ ui (_ Z Ws�_j Lu W s = U) U I AAMP 19, 11 111 1� I - 7 mmErg T File Nome: BASE—EOK205dw Drawn: DP Job No.: E7K205 Engineer.• BM Dote: 72/73/73 Checked BY M14 0,cjFESS/oNv ,DEAN REGISTERED 94VLL'ENGINEER W Q C 46803 � * Exp. 6-30-15 ,* CITY OF BAKERSFIELD �P Cm 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIPTION 1 10/ 3/ 13 REVISE NOTES PER ADDENDUM #1. 2 10 12511 J REVISE NOTES PER ADDENDUM #5. 4 CONSTRUCTION \T 1 r 1] INSTALL CURM-S-PLACE PIPE LINER P&;RANDARD 6 i r i i. • PUBHO MOWS i : ' r ' 916009.914 • a . • .44 .. i ` .. 9 .... 395 . E VEaAL • . y,., SWIM FOR LOCATING UTIUTIES IN THE RELD IS THE CONTRACTOR'S ni.. A•.. �•.i. W 500-29 OF VRMWW. PER THE gEaAL PROWSaMg SECMV MANHOLE/ I M' / 390 PER CITY CF BAKERSRELD STANDARDPLAN NO. SW -2 C 2A a. .. RPE TO MATCH EMSANG , 385 UAfffZ NOIED t a' . �� R X 5. BYPASS PIPES CROSSING LOCAL STREETS AND PRI VA TE DRI V£WA YS SHALL BE PLACED IN A %4LLOW TRENCH, o COVERED (NTH A STEEL TRAFFIC PLATE BORDERED WITH TEMPORARY A. C, PAVING OR AN ALTMA 77W MENOID 380 6� o� APPRONM/ PA KULWT TE EXISTING GRADE COQ Cr) � of ------ ------ ------------ ------ —---------- I� �L�..V.. - - - - - - - --- -.- - _mm _ _ ..._6wvi"LF 3lo"+µ CT -f f �� 0 S= I� .0390 9 �� � �'�� �• - „� � ���- 3E—P61P� 0 � S=O.10q roti �� AAMP 19, 11 111 1� I - 7 mmErg T File Nome: BASE—EOK205dw Drawn: DP Job No.: E7K205 Engineer.• BM Dote: 72/73/73 Checked BY M14 0,cjFESS/oNv ,DEAN REGISTERED 94VLL'ENGINEER W Q C 46803 � * Exp. 6-30-15 ,* CITY OF BAKERSFIELD �P Cm 1501 TRUXTUN A VENUE BAKERSFIELD, CA 93301 OF CALF REVISIONS No. DA TE DESCRIPTION 1 10/ 3/ 13 REVISE NOTES PER ADDENDUM #1. 2 10 12511 J REVISE NOTES PER ADDENDUM #5. 4 CONFORMED Mrs• - • M SEWER REHABILITATION 'P' STREET TRUNK SEWER J SHEET NO. 5OF14 F- I . 1 2 3 CONSTRUCTION r 1] INSTALL CURM-S-PLACE PIPE LINER P&;RANDARD 6 i r i i. • PUBHO MOWS i : ' r ' 916009.914 • a . • .44 .. i ` .. 9 .... 395 . E VEaAL • . y,., SWIM FOR LOCATING UTIUTIES IN THE RELD IS THE CONTRACTOR'S ni.. A•.. �•.i. W 500-29 OF VRMWW. PER THE gEaAL PROWSaMg SECMV MANHOLE/ I M' / 390 PER CITY CF BAKERSRELD STANDARDPLAN NO. SW -2 TEMPORARY ZIIER BYPASS SYSTEM 2A a. .. RPE TO MATCH EMSANG , 385 UAfffZ NOIED t a' . CONFORMED Mrs• - • M SEWER REHABILITATION 'P' STREET TRUNK SEWER J SHEET NO. 5OF14 F- I . 1 2 3 GENERAL NOTES 1. ALL U77LITY LOCA77ONS SWOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPUED BY 395 THE VARIOUS U77LITY COMPANIES FINAL RESPONSIBILITY FOR LOCATING UTIUTIES IN THE RELD IS THE CONTRACTOR'S 2. SURVEY POINT ELEVA17OWS &VOWW ARE APPROXIMATE ONLY, & ARE PROVIDED AS BEST POSSIBLE. RIVAL RESPON981UTY OF V£RIRCA77ON & ACCURACY IS THE COrAITRACTMS 390 3. THE CONTRACTOIR SHALL BE RES'aVSIBLE FOR PROVIDING TEMPORARY ZIIER BYPASS SYSTEM 2A PER THE 91MAL PROWS CVS, SECTION 7-1.25. ' 4. THE COMMOR SHALL CaV5J'DER PUBUC CONVENIENCE 385 IWEN �� MG eF A OF BYPASS Pv o P94AALLL NIWTMI 110 FEET OF PEDESTRIAN PATH OF 7RAVFL. 5. BYPASS PIPES CROSSING LOCAL STREETS AND PRI VA TE DRI V£WA YS SHALL BE PLACED IN A %4LLOW TRENCH, COVERED (NTH A STEEL TRAFFIC PLATE BORDERED WITH TEMPORARY A. C, PAVING OR AN ALTMA 77W MENOID 380 APPROVED BY THE aTY aF* BAKERSRaD. CONFORMED Mrs• - • M SEWER REHABILITATION 'P' STREET TRUNK SEWER J SHEET NO. 5OF14 F- I . 1 2 3 LLJ A P PROXMA7r EVS 7 WG PA WMENT GRADE F -M go LAWA 0 P7 S= 0. 1 O/W --- - - - - - - - - - - - - - - - 347 LF ��p e6m POP*@ S=0.07q —A 06 — LF its cF - ---- S(v�' *STS t Tfy S=0.05y. Z. O t W 'tz _ -- --C DWY SCALE HORIZ l--40' VERT l-4' c> o Q:w c� WVA P STREET ¢ 4+00 S $5+Z 0 c-� M-Dcd- �� S • AW , File Name: BASE_EOK205. CRY OF BA KERS'FIEL D, CALIFORNIA PUBLK 1 �IORKS DEPARTMEA T Job No.: E lK205 Date: 12/13/13 Drawn: DP Engineer., BM ('h o. Lorl pt/- it U0/ QROFESS/ONq pEAN R�� F•'LG REGISTERED )CIVILI )CIVILENGINEER w Q C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD q cm1501 BAKERSFIELD,N CAV 93301 ENUETF DF CAi-�F�� REVISIONS No. DA TE DESCRIPTION 10125113 RE/lSE NOTES PER ADDENDUM #5. W� CONSTRUCTION NOTES ScEmm PAY FW puim WSW GAv9fl;w 6MPAV 590,. 0 APPLY .., a 6ONSMUOROM SONN 500-29 6F HE PER NE m. 9TaAL PROWSION.%SEC77ON, ® INSTALL MANHALE FRAME, COVER, & CONCRETE PAD PER CITY OF BAKERSf m STANDARD PLAN N0. SW -2 & SW' -6. ® RA/SE EX/SANG MANHOLE TO GRADE. REMOVE & REPLACE ZWW WE (NEW PIPE TO MATCH EXISTING SIZE do MATERIAL UNLESS NOTED OTHERWISE) GENERAL NOTES 1. ALL UTILITY LOCA 71ONS S40 ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFARMA AON SUPPLIED BY 395 THE VARIOUS UTILITY COMPANIES RAW RESPONSWITY FAR LOCA11NG UlIU71ES IN THE RELD IS THE CONTRACTOR'S 2. SURVEY POWT ELEVA PONS SYOWN ARE APPROXIMATE ONLY, & ARE PROVIDED AS BEST POSSBLE. RNAL RESPONNNUTY OF WDWRCALION & ACCURACY IS THE CONTRACTOR'S 390 ,. t•,.t� ,. ,./ 1 .. ..,.. • CONFORMED 11 P SHEET NO. 8OF14 1 2 3 Ln /�Qji Q Q CoQ A PA ROXIMA 77- EXIS MERIT GRADE --- ----- ----- ------------ ------ ------------ — ---- ------ ---_ __ --__—_ ------ ----_--- _—_-- _ --- ------ 41 0 S=O.0490 — --.—. -- � .............. _ —— o.e.., ..............._.w • AW , File Name: BASE_EOK205. CRY OF BA KERS'FIEL D, CALIFORNIA PUBLK 1 �IORKS DEPARTMEA T Job No.: E lK205 Date: 12/13/13 Drawn: DP Engineer., BM ('h o. Lorl pt/- it U0/ QROFESS/ONq pEAN R�� F•'LG REGISTERED )CIVILI )CIVILENGINEER w Q C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD q cm1501 BAKERSFIELD,N CAV 93301 ENUETF DF CAi-�F�� REVISIONS No. DA TE DESCRIPTION 10125113 RE/lSE NOTES PER ADDENDUM #5. W� CONSTRUCTION NOTES ScEmm PAY FW puim WSW GAv9fl;w 6MPAV 590,. 0 APPLY .., a 6ONSMUOROM SONN 500-29 6F HE PER NE m. 9TaAL PROWSION.%SEC77ON, ® INSTALL MANHALE FRAME, COVER, & CONCRETE PAD PER CITY OF BAKERSf m STANDARD PLAN N0. SW -2 & SW' -6. ® RA/SE EX/SANG MANHOLE TO GRADE. REMOVE & REPLACE ZWW WE (NEW PIPE TO MATCH EXISTING SIZE do MATERIAL UNLESS NOTED OTHERWISE) GENERAL NOTES 1. ALL UTILITY LOCA 71ONS S40 ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFARMA AON SUPPLIED BY 395 THE VARIOUS UTILITY COMPANIES RAW RESPONSWITY FAR LOCA11NG UlIU71ES IN THE RELD IS THE CONTRACTOR'S 2. SURVEY POWT ELEVA PONS SYOWN ARE APPROXIMATE ONLY, & ARE PROVIDED AS BEST POSSBLE. RNAL RESPONNNUTY OF WDWRCALION & ACCURACY IS THE CONTRACTOR'S 390 ,. t•,.t� ,. ,./ 1 .. ..,.. • CONFORMED 11 P SHEET NO. 8OF14 1 2 3 EXISTING GUTTER FLOWNE--� O Lo+ L0 0��—0 -- U) 57+00 58+00 w I — — +- — +- — ► wV Z_ 2 3 4 Jw I Q SCALE HORIZ 1 =40' VERT 1 "-4' 59+00 60+00 P STREET QROFESS /0N1 pEAN rn REGISTERED Cl VlL NGINEER C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD�'� BAKERSFIELD,1501 NCAV 93301 qENUETF F'CAt-�F��� REVISIONS No. DA TE DESCRIPTION 1 10/ ,3/,,3 REVISE NOTES PER ADDENDUM #1. It € so 1 10 10 12511 J REVISE NOTES PER ADDENDUM #5. �� NWS Ln T co �f 5 Q o ® 4 )0 62+0() ; "m 63+ 0 W —� — —� Iw 2 3 4 2 3 4 1w� UJ ��m�:.�.......w..........„.....���.._......�.._..........._ � .H.N,.......... U CONSTRUCT/ON NOTES Q 1® INSTALL CURED -IN -PUCE PIPE UNER C.) I 1.0139191100 FW pu” • I 2 PER THE SPECIAL PROVISIONS, SECTION 7-1.24. i I I 2 APDL Y PRO TEC 71If UNIN6 SYSTEM! ffivsfflwnw SEW --1 PER THE SPECIAL PROVISIONS, SECIION 7-1.26. INSTALL—MANHOLE FRAME, COIfR, & CONCRETF PAD PER CITY OF BAKERSf1EL0 STANDARD PLAN N0. SW -2 & SW -6. 4 RAISE EXISTING MANHOLE TO GRADE. 5 REMOVE & REPLACE MW PIPE (NEW PIPE TO MATCH DMING SIZE & MATERIAL UNLESS NOTED OTHERWISE) GENERAL NOTES 400 1. ALL UTIUTY LOCA (IONS SWOWN ARE APPROX/MA TF ANL Y, AND REPRESENT TWE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COWPANIES FINAL RESlVN981UTY FAR LOCATING UTILITIES /N THE FIELD lS THE CONTRACTOR'S 2. SURVEY PAINT ELEVATIONS SHOWAI ARE APPROX/MATF ANL Y, 395 & ARE PROVIDED AS BEST POSSIBLE. FINAL RESDO)V BIUTY OF VERIFICATION & ACCURACY IS THE CONTRACTOR'S. 390 .: 1►A A/ ' . / IT / ' Y ' N.i/ CSF/L �U'` CONFORMED SET �f- � JW + �QW �O ZWU C° �WU (nW g'3 SEWER PLANP—AlOFILE wn: DP SEWER REHABILITATION in eer.• BM ,cked Bv.• &I(,& 'P' STREET TRUNK SEWER 111 SHEET NO. 9OF14 1 2 3 rN cc O Os O N Q Q W COQ AF PRONMATF ENS 7 FAIG Q 0 OF ------ PA ----- VEMENT GRADE ------ -._.-_.-.__- -- � 1 S {t -- -__--- - -- I ------ f € REMOVE & REP LA T 36'0 RCP 9 3 1 I11004a LF 1 -lip r-wQ9n ® S=a o8lo , s 0 J= 0.06/0 "ef°'® s=a o6/,, �\ INSTALL—MANHOLE FRAME, COIfR, & CONCRETF PAD PER CITY OF BAKERSf1EL0 STANDARD PLAN N0. SW -2 & SW -6. 4 RAISE EXISTING MANHOLE TO GRADE. 5 REMOVE & REPLACE MW PIPE (NEW PIPE TO MATCH DMING SIZE & MATERIAL UNLESS NOTED OTHERWISE) GENERAL NOTES 400 1. ALL UTIUTY LOCA (IONS SWOWN ARE APPROX/MA TF ANL Y, AND REPRESENT TWE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COWPANIES FINAL RESlVN981UTY FAR LOCATING UTILITIES /N THE FIELD lS THE CONTRACTOR'S 2. SURVEY PAINT ELEVATIONS SHOWAI ARE APPROX/MATF ANL Y, 395 & ARE PROVIDED AS BEST POSSIBLE. FINAL RESDO)V BIUTY OF VERIFICATION & ACCURACY IS THE CONTRACTOR'S. 390 .: 1►A A/ ' . / IT / ' Y ' N.i/ CSF/L �U'` CONFORMED SET �f- � JW + �QW �O ZWU C° �WU (nW g'3 SEWER PLANP—AlOFILE wn: DP SEWER REHABILITATION in eer.• BM ,cked Bv.• &I(,& 'P' STREET TRUNK SEWER 111 SHEET NO. 9OF14 1 2 3 0 0 N 0 3 a a� E 12 c� i v )) Q m 4z z a� 0 w z z 0 EVSnNG GUTTER FLOKINE O o o O o -aj\ PO (0 Clt!„ W F- 64+00 S 65+00 W — W V)z J W _� - — — - I P STREET f q � C� 67+00 8+00 0 P STREET 2 3 4 Cz O O O • • QROFESS/ONv pEAN R9� F•�G REGISTERED CI VI L /ENGINEER C 46803 * Exp.6-30-15 CITY OF BAKERSFIELDq cm\- 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CA��F�� REVISIONS No. DA TE DESCRIPTION 1 10/ 3111 REVISE NOTES PER ADDENDUM #1. 10125111 1 REVISE NOTES PER ADDENDUM #5. CONSTRIrCTION AOTES -.9mD#fW%0ffrWf-4v PAY FW ♦ ;;. .. « . . . .rte .N PER t• Dr ♦ nRCA -r n rva• W • INSTALL Alm OICE FRAME, COifR, & CONCRETE PAD PER CITY OF BAKERSf%L0 STANDARD PLAN N0. SW -2 & SW -6. ® RAISE EXISTING MANHOLE TO GRADE. ® (REMOVE & REPLACE ZFR PIPE. PLAN UNLESS NA T01 ER SE) NG S1ZE do AIATER1Ac mm� SCALE HOR/Z l-40' VERT l-4' 395 385 am" 65+00 =1 mm" 70+00 -.-...�.......�...0 -- W — S — P STREET f q � C� 67+00 8+00 0 P STREET 2 3 4 Cz O O O • • QROFESS/ONv pEAN R9� F•�G REGISTERED CI VI L /ENGINEER C 46803 * Exp.6-30-15 CITY OF BAKERSFIELDq cm\- 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CA��F�� REVISIONS No. DA TE DESCRIPTION 1 10/ 3111 REVISE NOTES PER ADDENDUM #1. 10125111 1 REVISE NOTES PER ADDENDUM #5. CONSTRIrCTION AOTES -.9mD#fW%0ffrWf-4v PAY FW ♦ ;;. .. « . . . .rte .N PER t• Dr ♦ nRCA -r n rva• W • INSTALL Alm OICE FRAME, COifR, & CONCRETE PAD PER CITY OF BAKERSf%L0 STANDARD PLAN N0. SW -2 & SW -6. ® RAISE EXISTING MANHOLE TO GRADE. ® (REMOVE & REPLACE ZFR PIPE. PLAN UNLESS NA T01 ER SE) NG S1ZE do AIATER1Ac mm� SCALE HOR/Z l-40' VERT l-4' 395 385 am" 65+00 =1 mm" 70+00 GENERAL. NOTES 400 1. ALL UAUTY LOCA TTOWS VOW ARE APPROXMMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES RNAL RE -TCW IBIUTY FOR LOCA LING UTTUTiES IN THE FIELD IS THE COWTRAC70R'S 2 SURVEY POINT REVA77OWS SHOWN ARE APPROXMMATF ONLY, 3 9 5 & ARE PROWD D AS BEST POSSIBLE. FINAL RESPOWSIBIUTY OF IfRInCATM & ACCURACY IS THE COX 7RACTOR'S 4. THE COlYNA000? SHALL CONSIDER PUBLIC CONVENIENCE AND SAFETY WHEAT SELECANG LOCA MV FAR PLACEMENr OF BYPASS PUMP. NO PUMP SHALL BE W1 TNIN 10 FEET OF A PEDESTRIAN PATH OF TRAVEL 385 5. BYPASS RM CROSSING LOCAL STREETS AND PRIVATE DRI VEWA YS SHALL BE PLACED INA WALLOW TRENCH, COVERED WITH A STEEL. TRAFFIC PLATE BORDERED WITH TEMPORARY A.C. PAVING OR AN ALTERNATIVE METHOD APPROVED BY THE CITY OF BAKERSF7Em r"p, 1? OF/LE CONFORMED SET SEWER PLA CI � � File Name: BASE_EOK205.dw Drawn: OP Job No.: E1K205 11 Engineer. BM 7GWCp REHABILITATION SHEET NO.CIT/ C BAKERSFIELD, CALIFORNIA PUBLICWORKS DEPARTMENT Date: 12/13/13 Checked By 'P' STREET TRUNK SEWER 10 OF 14 0 1 2 3 W , 1�ti� �g 4F P PROXIMATE EVS I WULWT GRADE NG COQ �0 - - - - ----- ------ ----- --- - s s } 3 -_ € g€ II� II{ 3 ------------------------ GENERAL. NOTES 400 1. ALL UAUTY LOCA TTOWS VOW ARE APPROXMMATE ONLY, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES RNAL RE -TCW IBIUTY FOR LOCA LING UTTUTiES IN THE FIELD IS THE COWTRAC70R'S 2 SURVEY POINT REVA77OWS SHOWN ARE APPROXMMATF ONLY, 3 9 5 & ARE PROWD D AS BEST POSSIBLE. FINAL RESPOWSIBIUTY OF IfRInCATM & ACCURACY IS THE COX 7RACTOR'S 4. THE COlYNA000? SHALL CONSIDER PUBLIC CONVENIENCE AND SAFETY WHEAT SELECANG LOCA MV FAR PLACEMENr OF BYPASS PUMP. NO PUMP SHALL BE W1 TNIN 10 FEET OF A PEDESTRIAN PATH OF TRAVEL 385 5. BYPASS RM CROSSING LOCAL STREETS AND PRIVATE DRI VEWA YS SHALL BE PLACED INA WALLOW TRENCH, COVERED WITH A STEEL. TRAFFIC PLATE BORDERED WITH TEMPORARY A.C. PAVING OR AN ALTERNATIVE METHOD APPROVED BY THE CITY OF BAKERSF7Em r"p, 1? OF/LE CONFORMED SET SEWER PLA CI � � File Name: BASE_EOK205.dw Drawn: OP Job No.: E1K205 11 Engineer. BM 7GWCp REHABILITATION SHEET NO.CIT/ C BAKERSFIELD, CALIFORNIA PUBLICWORKS DEPARTMENT Date: 12/13/13 Checked By 'P' STREET TRUNK SEWER 10 OF 14 0 1 2 3 W CL 0 E a 0 O N U (b C) 3 O b N C O U I L O LLJ �I m a a� i I O a� a� 3 LO O W C.7 Z C� W I O O J W QR 0 ESS/O* /2• /6.2d� �� 2 Z REGIS EKED ENGINEER C 46803 * Exp. 6-30-15 Q CITY OF BAKERSFIELD C/1501 A Q BAKERSRFIELD,NCAVENUE 93301 I O[ REVISIONS r ® ( No. DA TE DESCRIPTION EXISTING GUTTER ! �•. ( V: REVISE NOTES PER ADDENDUM 1. fLOWUNE � � P STREET q .J � 1%7 10/ J11,3 # O o 0 0 C:)1012511 (3 REVISE NOTES PER ADDENDUM #5. LO c Q � 2 + r R + -- -- -- -- i -- -- -- -- d- 3 00 2 21 w�— 4 W78+00 — 79+00 80+500 — 81+00 5 82+00 — 83+00 84+1 OF W UJ W� � � W� W Z 2 3 P STREET ( 1 z LLJ W I _w�_ .. I J W ��w� �� _ _ _ _ _ -- -- a I -- Rev -- -- -- _ u CONSTRUCT®ON N®TES Q < 1® INSTALL CURED -1/v --PLACE PIPE UN£R PR 6FAWARD © o 0 0 0squFaWIRRAl 90 FOR P6WO ROWS 605W I� ' 2 PER THE SPECIAL PROWISIONS, SEC77aV 7-1.24. I( 2 APPLY PROTECnW UNING SYSE W IPER THE SPEDAL PROVISIONS, SECRON 7-1.26. INSTALL MANHOLE FRAME, COVER, & CONCRETE PAD PER CITY OF BAKEmELO STANDARD PLAN NO SW -2 & SW -6. RAISE EX/SnNG MANHOLE TO GRADE. Raim &REPLACE SERER PIPE.�' PLAN(NEW UNLfSSPN07EDMOTH MSE) A Tal EMS NG SIZE & MATERIAc N SCALE HORIZ 1 - 40' VERT I -4 0 1 1 Ln 78+00 79+00 80+00 81+00 82+00 83+0C" 84+00 0 N 00 GENERAL NOTES 400 W 400 a 1. ALL UALITY LOCA77ONS SHOWN ARE APPROXIMATE ONLY, AND RDWSDVT THE BEST INFORMATION SUPPLIED BY PAVEMENT GRADE THE VARIOUS UTIUTY COiOPANIES RAW RE9 NS 81UTY a FOR LOCA 17MG U77LI7IES IN INE RELD IS THE COW IRACTOR'S. — — — — — — — -- — — — — — — — — — — — — — — — — A — -- — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — - 2. SURVEY POUVT ELEVAWNS ShOWN ARE APPRONMATE ONLY, 12 395 395 & ARE PROVIDED AS BEST POSSIBLE FINAL RESPONSBILITY v OF VERlfICAnON & ACCURACY IS THE CONTRACTORS Q 0 3. THE CONTRACW SHALL Ef RES OMSIBLE FOR PROVIDING 2 A TEMPORARY SEDER BYPASS SYSTEM 6F *f fWEB60OK". II 390 IS 390 PER THE &PEDAL PROVISIONS, s£cnow 7-L25. W 4. THE CONTRACTOR SMALL CONSIDER PUBLIC CONVFNIE]VCE AND SAFETY WHEN SECECIING LOCA n0N FOR PLACEMENT OF BYPASS PUMP. NO PUMP SMALL BE 91 THIN 10 FEET OF A PEDESTRIAN PATH OF TRAVEL. cog 4 43 0 S=O. 081. 4y) 385 V-385 5. BYPASS PIPES CROSSING LOCAL STREETS AND PRI VA IF DN* VA Y5 SHALL BE PLACED IN A &MALLOW WNCH, -� CORED WITH A SM n?AFFIC PLA IF BORDERED WITH TEMPORARY A. C. PA MG OR AN AL IERNA 77W METHOD APPROVED BY THE CITY OF BAKERSfTELD 0 LQ PROFILE CONFORMED SET W IS SEWER PLAN &PROFILE W File Name: BASE_EOK205dw Drawn: DP SHEET N0. CITY OF BA KER�SFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E1 K205 En gin eer: BM SEWER REHABILITATION Date: 12/13/13 Checked By. �/s�j 'f ' STREET TRUNK SEWER 12 OF 14 0 1 2 3 TE ExtsnNc � e�6� 0 I � S= 0.60 . -3(p �� 3 coo � O N N n}y W �o pF APPROMMA I T MS7WO ,�91 OF � '�6 pF � PAVEMENT (FADE --- ------J--- ----- ----- — 67 LF EXISM 33" RCP (( ® S= a28% �F ct0 ��Dc���� ®S=0.37* ® S 37% rn Q 3 0 MAM No --- r Ashpoft Point z 4.5' (1.4m) NoI PAVEMENT PATCHES 1. All work shall conform to the opplicoble sections at the sewers in a manhole vary in APPROVED Existing Ashpolt I size, extend lower halves of is 4 Concrete Pavement Asphalt Concrete 20' -V- Min. sewers 8.0" (0.2m) beyond 12* (013n) C California, Deportment of Transportation: approved X0 0 0 0 T)prcj; each side inside of wall and shape MAM No --- - - - - - - J half of pipe shall only be removed between walls and Inlet the broken edges shall be plastered smooth with cement mortar. PLAN AT SURFACE PLAN AT BOTTOM R=05" P.C.C. slob not to be poured until (12mm) povIng is in place. Slob and lid to be 0.125" to 0.25" (Jmm to 6mm) below new finished paving. 1 2.0" Min. 8.0" Min. (50mm) (0.2m) Al/177C-C. Pere incoming and outgoing - Ashpoft Point 2.- 1 Mortar, PAVEMENT PATCHES 1. All work shall conform to the opplicoble sections at the sewers in a manhole vary in APPROVED Existing Ashpolt I size, extend lower halves of is 4 Concrete Pavement Asphalt Concrete 20' -V- Min. sewers 8.0" (0.2m) beyond 12* (013n) C California, Deportment of Transportation: approved X0 0 0 0 T)prcj; each side inside of wall and shape 12. shelf �s current edition. C NS. NOTES. Class III Aggregate Bose transition channel between 0 () 0 4. 0' Dia li 0 0 ends of lower halves of pipes. (12m) rl seal or opproved black mastic equol Inside of manholes Shelf rl must be mortared and neatly raked or wiped on inside of Transportation: approved current edition. of pipe. I 1 I 1=1 11=1 I 1=11 I ri =,, 111 Mere incoming and outgoing T7 I Backlil Pre cost reinforced manhole sections shall be constructed PATCH IN ASPHALT sewers in a manhole are of J Depth of select matedol it rewired, shall be E SURFACE determined h the field by the engineer. in accordance with the provisions of ASTM C-478, the some diameter, the top - 4. Patches less than 2.0' (06m) from existing potI 0.4'(0.)m) Ashpoll - - - - - - J half of pipe shall only be removed between walls and Inlet the broken edges shall be plastered smooth with cement mortar. PLAN AT SURFACE PLAN AT BOTTOM R=05" P.C.C. slob not to be poured until (12mm) povIng is in place. Slob and lid to be 0.125" to 0.25" (Jmm to 6mm) below new finished paving. 1 2.0" Min. 8.0" Min. (50mm) (0.2m) Al/177C-C. (0.117) FILENAME: SW-2REV :Co DATE le 6/2/99 h�4 STANDARDJCU DRAWN CHECKED 4.69' (1, 0m) MANHOLESCALE M. SHAW TYPE "A" N.T.S. Special APPROVED SHEET NO. Aggregate SECTION CITY OF BAKERSFIELD SW -2 (calcareous) CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT 26.25' (0.67m) 25.25- (0.64m) 5' (4ftm) tJ75* (3507m) see Detail 'A" T- 2.0' (0.6m) -T Cleo'. Opening 32.5' (0.83m) SEC7701V A -A 1.5- (40mm) self draining blind pick hole A HIM: 1.0' (25mm) pattern letters, 0.125" (Jmm) high 2.0' (50mm) pattern letters, 0.125" (Jmm) high A I -- See note 11 1.0" (25mm) pattern letters, 0.125" (5mm) high. Location for country of origin NO TES: 1. All frames and covers sholl be tested for accuracy of lit and shall be marked in sets prior to delivery. 2 the seats of frames and bearing faces of the covers sholl be machined for a smooth non-rocking,171 between the two castings. J Castings shall be thoroughly cleaned and dipped twice in a quick -drying, )et -block asphaltic compound to provide a protective cooling. 4. A# frames and covers shall be gray cost iron, free from warps, cracks, holes; swells and cold -shot, and shall hove a workmanlike finish. Highway loading should be HS 20-44. 5 Costing shall conform to the provisions of the specifications for gray -iron castings, serial designation ASTM.• A-48 (lotest revision), Class Na JOB. 6. The name of the manufacturing company sholl be on the underside of the cover. Z Manhole frame shall weigh not less than 120 lbs. (50g) nor more than 250 lbs, (113kg). The cover shall weigh not less than 120 lbs. (50g) nor more than 200 lbs. (91kg). 77 8. Manhole covers shall have a self draining blind pick hole unless otherwise opprowd by the City EngIi7eer, - I10.5" D'Im' " (0.27m) D 50 0. 75 (20mm) (15mm)D 1625 3.0. (75m.) T 10' (0.25m) Clear Opening 0.5* (13mm) - 17* (0.4.5M) SECTION 9-8 a 5 * (15mm) - note 11. 10" (25mm) Dia. center hole CLEANOUT 1I32- (1mm) -►1 �- 10.5" (62)rI Toper Frame (15mm) pattern - I 0. 3 125" � --) ------ high DETAIL "A Machined Surfaces 9 The 2.0' (50mm) pattern letters on the manhole covers shall have one at the following designations.- DRAIN or SEWER 10. Assembly shall be designed for highway loading of HS 20-44. 11. 2.0" x 1.0" (50mm x 25mm) diamond mot 0.125" (5mm) deep. FILENAME: SW-6REV Class "A' Portland Cement Concrete. Color and finish to match So wcu t adjacent pomment. Portland Cement Concrete 4 Select Material (if required) 861 PA 'IN CONCRETE SURFACE Ashpal ticPaint Binder Sowcut Ashpoft Point 2.- 1 Mortar, PAVEMENT PATCHES 1. All work shall conform to the opplicoble sections at the . . . APPROVED Existing Ashpolt Dry Pocked OR szumr specifications entitled "Standard Specifications, State of Concrete Pavement Asphalt Concrete 20' -V- Min. 0 O O 12* (013n) C California, Deportment of Transportation: approved X0 0 0 0 T)prcj; each side both ftlh sides current edition. C NS. NOTES. Class III Aggregate Bose X 0 () 0 C 1. All workmanship and mo/I shall conform li 0 0 2. All unlined manhole joints shall be filled with Kent to the requirements set forth in the *Standard seal or opproved black mastic equol Inside of manholes Specirkofions; State of Chfilomia, Deportment must be mortared and neatly raked or wiped on inside of Transportation: approved current edition. of pipe. I 1 I 1=1 11=1 I 1=11 I ri =,, 111 YJ. T7 I Backlil Pre cost reinforced manhole sections shall be constructed PATCH IN ASPHALT CONCRET J Depth of select matedol it rewired, shall be E SURFACE determined h the field by the engineer. in accordance with the provisions of ASTM C-478, 4. Patches less than 2.0' (06m) from existing potI 0.4'(0.)m) Ashpoll current edition. Concrete Surfacing Ashaltic Point Binder p existing pavement. Existing rood mixed surfacing 7 =' 4. All sewer manholes, for sewer lines larger than 18' (0.46m) smallest dmenSII unless otherwise allowed by 0 in diameter, shall be lined with "T --tock" or approved equal. the city aft9ineff. Select Material (it required) 4.0' Dia. 0 0 0 6. Reference standards ST- 13 and ST -14 for (1,2m) compaction requirements 5. Concrete pad shall be cured with a white pigmented :11 FE1 I M1 I Mi I I I I 1=1 7 for potch in aspholl concrete unless otherwise I S curing compound as per section 90-7018 of the standard allowed by the city engineer.• specifications. 111=1 11=1 11=1 11=1 11=111=1A local streets mininum 0.4'(0.1m) oVholt Shelf slope is 833Z Concrete over 0.5'(0,15m) Cross # qggregotebon 6. See standard drawing SW -6 for frame, cover, and 8 Arterial and collector streets minaum a7' (0.2m) o*holl concrete over 10(0n) Class It oWegate base. PATCH, IN ROAD drop manhole details. SURFACE A FILENAME: ST-12REV Z All channels shall be smooth finished with steel trowel. 4.0 Min, Shelf shell be broom finished for sip resistance. (0.117) FILENAME: SW-2REV :Co DATE le 6/2/99 h�4 STANDARDJCU DRAWN CHECKED 4.69' (1, 0m) MANHOLESCALE M. SHAW TYPE "A" N.T.S. Special APPROVED SHEET NO. Aggregate SECTION CITY OF BAKERSFIELD SW -2 (calcareous) CALIFORNIA CITY ENGINEER PUBLIC WORKS DEPARTMENT 26.25' (0.67m) 25.25- (0.64m) 5' (4ftm) tJ75* (3507m) see Detail 'A" T- 2.0' (0.6m) -T Cleo'. Opening 32.5' (0.83m) SEC7701V A -A 1.5- (40mm) self draining blind pick hole A HIM: 1.0' (25mm) pattern letters, 0.125" (Jmm) high 2.0' (50mm) pattern letters, 0.125" (Jmm) high A I -- See note 11 1.0" (25mm) pattern letters, 0.125" (5mm) high. Location for country of origin NO TES: 1. All frames and covers sholl be tested for accuracy of lit and shall be marked in sets prior to delivery. 2 the seats of frames and bearing faces of the covers sholl be machined for a smooth non-rocking,171 between the two castings. J Castings shall be thoroughly cleaned and dipped twice in a quick -drying, )et -block asphaltic compound to provide a protective cooling. 4. A# frames and covers shall be gray cost iron, free from warps, cracks, holes; swells and cold -shot, and shall hove a workmanlike finish. Highway loading should be HS 20-44. 5 Costing shall conform to the provisions of the specifications for gray -iron castings, serial designation ASTM.• A-48 (lotest revision), Class Na JOB. 6. The name of the manufacturing company sholl be on the underside of the cover. Z Manhole frame shall weigh not less than 120 lbs. (50g) nor more than 250 lbs, (113kg). The cover shall weigh not less than 120 lbs. (50g) nor more than 200 lbs. (91kg). 77 8. Manhole covers shall have a self draining blind pick hole unless otherwise opprowd by the City EngIi7eer, - I10.5" D'Im' " (0.27m) D 50 0. 75 (20mm) (15mm)D 1625 3.0. (75m.) T 10' (0.25m) Clear Opening 0.5* (13mm) - 17* (0.4.5M) SECTION 9-8 a 5 * (15mm) - note 11. 10" (25mm) Dia. center hole CLEANOUT 1I32- (1mm) -►1 �- 10.5" (62)rI Toper Frame (15mm) pattern - I 0. 3 125" � --) ------ high DETAIL "A Machined Surfaces 9 The 2.0' (50mm) pattern letters on the manhole covers shall have one at the following designations.- DRAIN or SEWER 10. Assembly shall be designed for highway loading of HS 20-44. 11. 2.0" x 1.0" (50mm x 25mm) diamond mot 0.125" (5mm) deep. FILENAME: SW-6REV Class "A' Portland Cement Concrete. Color and finish to match So wcu t adjacent pomment. Portland Cement Concrete 4 Select Material (if required) 861 PA 'IN CONCRETE SURFACE Ashpal ticPaint Binder Sowcut Ashpoft Point MW PAVEMENT PATCHES Binder . . . APPROVED Existing Ashpolt . . .. OR szumr ST -1 Concrete Pavement Asphalt Concrete 0 0 0 O O 12* (013n) C to.0up X0 0 0 0 T)prcj; each side both ftlh sides 2.0 '(d6m) or more C NS. NOTES. Class III Aggregate Bose X 0 () 0 C 1. All workmanship and mo/I shall conform li 0 0 0 0 0 to the requirements set forth in the *Standard Specirkofions; State of Chfilomia, Deportment of Transportation: approved current edition. E=1 Fl* _i 11_1 . :I ILl rF, I 1 I 1=1 11=1 I 1=11 I ri =,, 111 2 Sawculs she# be mode parallel or at right T7 I Backlil angles to the centerfine of The street PATCH IN ASPHALT CONCRET J Depth of select matedol it rewired, shall be E SURFACE determined h the field by the engineer. 4. Patches less than 2.0' (06m) from existing potI 0.4'(0.)m) Ashpoll edges of �wenl, or gutter shell be extended to indude the intermedible isolated strip o/ Concrete Surfacing Ashaltic Point Binder p existing pavement. Existing rood mixed surfacing 7 =' A 5. Minimum patch width shell be 20'(0.6m) of its smallest dmenSII unless otherwise allowed by 0 0 0 0 the city aft9ineff. Select Material (it required) 0 0 0 0 0 6. Reference standards ST- 13 and ST -14 for compaction requirements :11 FE1 I M1 I Mi I I I I 1=1 7 for potch in aspholl concrete unless otherwise I S allowed by the city engineer.• 111=1 11=1 11=1 11=1 11=111=1A local streets mininum 0.4'(0.1m) oVholt 861 Concrete over 0.5'(0,15m) Cross # qggregotebon 8 Arterial and collector streets minaum a7' (0.2m) o*holl concrete over 10(0n) Class It oWegate base. PATCH, IN ROAD MIXED SURFACE FILENAME: ST-12REV 1217777 Backfill compacted to 954' rela 11*w compaction in roadway areas /, am J. 0' (0.9m) beyond bock of curb, e rcluding o// but the outer L0' (0.3m) cf the medion areas, and in oI wi!hih the existing, accepted roadway improvements. Bockfill compacted to 90X rel0ve compaction in all other areas. Backrill in pipe zone compoctI to 90% relative compaction Backlill material within the pipe: zone to conform to notes 1, and J 00 For public utI , constivdion requirements as per the Public, Utilities Commission General Driers 60 0 Bedding for F " IMM�18'ia f 16�zVe A ASTM D AV' per NO TES: 1. Bockfi'll for Rigid Pipe. Bockfill material within the pipe zone shall be free of deleterious material and shall l ove a Sand Equivalent of not less than 20 and shall conforer to the following grading: Sieve Size Percentage passing 314" (20mm) 100 No. 4 3i-100 No. 30 2-)-100 This bockfill material shall be faced in not to exceed one foot (1.0' loose)(O.Jm) layers, >imvftoneI on each side of the pipe in such a manner as not to damage or disturb the pipe on its alignment and grode. Each 'I shall be thoroughly comp- acted by mechanical tamping. Bockfill materiel shall be properly compacted to springlire prior to proceeding. 2 Bockfill for flexible pipe. Pipe and fittings shall be instoled in accordance with the current ASTM specification D -JA 07/y Class / and # embedment materials within th? pipe zone will be considered suitable. Within the pipe zone, water flooding and III shall not be used for bocktill compo tion for flexible pipe. The bedding and hounching shall be, hand placed to the Spring line of the pipe and properly comp�7cted. For sewer mains, Class bedding is required for bedding and hounching. Care shall be taken not to dislocate the pipe The remaining backfill in the pipe zone shall be hand placec, and compacted in lifts not to exceed 6.0' (0,15m) thickness. 861 material shall be properly compacted to springAre prior to proceeding, I Bockfill material above the pipe zone shall be free rr;sb ei'm fTobl* Depth varies depending on the streets Traffic index (u). see e *8* below Street Zone TABLE '8* ref TRAFFIC INDEX DEPTH 3.0 - 5.0 1.2 (O.3n) 55- 6.5 1.5' (0. 45m) .170- 8 20 0' (0.6m) mm 8.5 OR MORE 2.5' (0. 75m) Bockfill compacted to YOX relative compaction Upper limit of pipe zone sholl be tO' (0.3n) above top of pipe bell or the outside diameter of plain end pipe Hounching -Pipe or conduit 4. Testing of bocklill materials shall be in accordance with the tests listed in Section 6-301 of the Standard Speciricolions, (or ASTM D1557 Method CJ for french width greater than 1.0' (0.3m). If trench width is less than 1.0' (0.3m), backfill with 2 sock slurry. 5 Compaction tests will be required and shall be the respons- ibility of the Developer / Subdivider / Contractor. The number and location of the tests shall be determined by the City Engineer. The tests shall be in accordance with the tests listed in Section 6-101 of the Standard Specification; (or ASTM 01557, Method -C-). 6. Each low of backfill materiol shall meet the compaction, sand equivalent and gradation requirements before the next layer is placed. 7 For pavement patches within paved areas, see standard drawing ST -12 in this design manual. TABLE "A" I The / STANDARD DRAWN JCU MW PAVEMENT PATCHES C14ECKEO M. SHAW SCALE N.T.S. APPROVED SHEET NO. CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT1 OR szumr ST -1 CITY ENGINEER i 1. Bockfi'll for Rigid Pipe. Bockfill material within the pipe zone shall be free of deleterious material and shall l ove a Sand Equivalent of not less than 20 and shall conforer to the following grading: Sieve Size Percentage passing 314" (20mm) 100 No. 4 3i-100 No. 30 2-)-100 This bockfill material shall be faced in not to exceed one foot (1.0' loose)(O.Jm) layers, >imvftoneI on each side of the pipe in such a manner as not to damage or disturb the pipe on its alignment and grode. Each 'I shall be thoroughly comp- acted by mechanical tamping. Bockfill materiel shall be properly compacted to springlire prior to proceeding. 2 Bockfill for flexible pipe. Pipe and fittings shall be instoled in accordance with the current ASTM specification D -JA 07/y Class / and # embedment materials within th? pipe zone will be considered suitable. Within the pipe zone, water flooding and III shall not be used for bocktill compo tion for flexible pipe. The bedding and hounching shall be, hand placed to the Spring line of the pipe and properly comp�7cted. For sewer mains, Class bedding is required for bedding and hounching. Care shall be taken not to dislocate the pipe The remaining backfill in the pipe zone shall be hand placec, and compacted in lifts not to exceed 6.0' (0,15m) thickness. 861 material shall be properly compacted to springAre prior to proceeding, I Bockfill material above the pipe zone shall be free rr;sb ei'm fTobl* Depth varies depending on the streets Traffic index (u). see e *8* below Street Zone TABLE '8* ref TRAFFIC INDEX DEPTH 3.0 - 5.0 1.2 (O.3n) 55- 6.5 1.5' (0. 45m) .170- 8 20 0' (0.6m) mm 8.5 OR MORE 2.5' (0. 75m) Bockfill compacted to YOX relative compaction Upper limit of pipe zone sholl be tO' (0.3n) above top of pipe bell or the outside diameter of plain end pipe Hounching -Pipe or conduit 4. Testing of bocklill materials shall be in accordance with the tests listed in Section 6-301 of the Standard Speciricolions, (or ASTM D1557 Method CJ for french width greater than 1.0' (0.3m). If trench width is less than 1.0' (0.3m), backfill with 2 sock slurry. 5 Compaction tests will be required and shall be the respons- ibility of the Developer / Subdivider / Contractor. The number and location of the tests shall be determined by the City Engineer. The tests shall be in accordance with the tests listed in Section 6-101 of the Standard Specification; (or ASTM 01557, Method -C-). 6. Each low of backfill materiol shall meet the compaction, sand equivalent and gradation requirements before the next layer is placed. 7 For pavement patches within paved areas, see standard drawing ST -12 in this design manual. TABLE "A" I The / shagWNY for trench odths P#r MW AV OWAIrST rA~ aAw i amwo DWA&M OR szumr t. o ra i w) a 10 Ta--*-n)wkw 4.0- (7-s"M) wider both sift bolh sws to.0up 1.0 a0" (a i3n) wider 4 1111 both ftlh sides 2.0 '(d6m) or more 1.5-0641%) wider Kom-%) wider I hnfh CM&C -- Sim J FILENAME: ST-13REV I or deleterious moteriel and lunps or stones exceeding 4.0' (75mm) in greatest dimension and shall be STANDARD DRAWN JCU placed in not to exceed one hot (1.0'laose) (O.Jm) TRENCH BACKFILL CHECKED lovers and each lbyer shall be thoroughly compacted AND COMPACTIONSCALE M. SHAW by mechanical tamping. REQUIREMENTS N.T.S. APPROVED SHEET NO. CITY OF BAKERSFIELD ST -13 CALIFORNIA CITY ENGINEER I PUBLIC WORKS DEPARTMENT QRpEESSIpNq DEAN U-) Rri�i� GISTS ED CIVIL �FNG�IMER` C 46803 Exp.6-30-15 CITY OF BAKERSFIELD C/ I\- 1501 TRUXTUN AVENUE of CA�-\ BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION 4771 / / STANDARIVA01 DETAILS File Nome: BASE--E0K205.dwg Drawn: DP IIIMER REHA BIL / TA TION SHEE T NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E1K205 Engineer: BM Date: 9116113 Checked By 'P' STREET TRUNK SEWER 14 OF 74 0 1 2 3