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HomeMy WebLinkAbout6.2-615LIST 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— WA Y CEN TERL INE RAILROAD TRACKS x CHAIN LINK FENCE CITY OO F BA : ERSFIELD EXIST, CURB & GUTTER ----------------------------- EXIST. A. C. FL0KINE ---'�=-------- '/=-------- '�=-- EXIST, EDGE OF PA VEMENT GUARD RAIL PR M N T IMPRO E S UTILITY SYMBOLS w EXIST ® FILE: BASE_E1K205. dwg) s EXIST SEWER LINE G EXIST SHEE T 1 TI TLE SHEE T OH EXIST AERIAL E EXIST UNDERGROUND 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+12 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— WA Y CEN TERL INE RAILROAD TRACKS x CHAIN LINK FENCE CITY OO F BA : ERSFIELD EXIST, CURB & GUTTER ----------------------------- EXIST. A. C. FL0KINE ---'�=-------- '/=-------- '�=-- EXIST, EDGE OF PA VEMENT GUARD RAIL PR M N T IMPRO E S UTILITY SYMBOLS w EXIST ® WA TER LINE s EXIST SEWER LINE G EXIST GAS LINE SD EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND LINES 3 POWER LINE TV EXIS T UNDERGROUND T EXIS T UNDERGROUND TV CABLES CLEAN OUT PHONE LINE 0 EXIST OIL LINE F0 EXIST FIBER OPTIC LINE M.H. MANHOLE P.P. -w POWER POLE EXISTING MONUMEN T 0 FU TURF MONUMEN T S.L. 3 S TREE T LIGHT S TREE T LIGHT W/MAST ARM C. o. ® CLEAN OUT SEWER REHABILITATION 'P' STREET TRUNK SEWER STATE OF CALIFORNIA NO TE: THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING VALID LICENSES: CLI SS 4 ' NO TE: THE CON TRA C TOR SHALL CDN TA C T THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. PROJECT LENGTH 7,776 LF F.H. LOCATION MAP 00, FIRE H YDRAN T NOT TO SCALE W.M. QROFESS/pN� WA TER METER DEAN R F � 2 y W. V. Q G �Q WA TER VAL VE C 46803 .* Exp.6-30-15 � CONI F 0"MMED SET ® .M. -',,GAS METER -I c V OF CA�� G.V. GAS VAL VE 4� BENCHMARK Job No.: E11<205 File Path: K: \LDD—ENGINEERING\ ElK205—Sewer Rehab P St\BASE—E1 K205 File Name: BASE—E1K2O5.dwg 0 1 2 3 I M SCAL HOR/Z l-40'. VERT 1`4 395 390 385 375 370 EXISTING 22"0 SEWER UNE — STA 9+50.39 EXISTING 42"0 SEWER UNE --\ EXISTING 8"OJ SEWER UNE STA 9+77.07 MH #2 EXISTING 6"0 SEWER UNE - 9+00 H STA 9+67.07 MH 11 BEGIN CONSTRUCTION Q. D CHESTER AVE f - EXISTING GUTTER FLOI UAIE 10+00 11+00 i— i cy► EXISTING 6"0 SEWER UNE EXISTING 30"0 SEWER UNE R/Iv C STER A VE s 12+00 13+00 --- RIV -- -- -- EVS77MG 8"0 1 SEWER UNE ) I ? PLAN 12+00 0 c� 14+ 0 EXISTING 36"0 RCP SEWER UNE ( +o 13+00 14+00 ct DWY 15+00 CITY OF BAKERSFIELD, CALIFORNIA 0 PROF/LE PUBLIC WORKS DEPARTMENT File Name: BASE_EOK205. Job No.: E1K205 Date: 12/13/13 Drown: DP Engineer.- BM Checked By Q�OFESS/04� ��� O DEAN /�-/Z41 REGISTERED GlAdLANGINEER C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE qTF 01V1�' BAKERSFIELD, CA 93301 OF CAO - REVISIONS No. DA TE DESCRIPTION 19 10 12511 J REVISE NOTES PER ADDENDUM #5. 2 / / 4 / / CONSTRUCTION NOTES 1® INSTALL CURED -IN-PLACE PIPE UNE?? PER SrA MR9- PER THE SPECIAL PROWSIANS� ZCAAN 7-1.24. 2® APPLY PROTECTIVE UN/NG SYSTFMI " " PER THE SPECIAL PROWISfOVS, SECTION 7-1.26. �3 INSTALL MANHOLE FRAME; COVER, & CONCRETE PAD opo & SW -6. o E5 REMOVE & REPLACE SLOWER PIPE. NEW PIPE TO MATCH EXISTING SIZE & MATERIAL NLESS NOTED OTHERWISE) 395 sit 'o �j�� 1. ALL UTILITY LOCATIONS 5 WWW ARE APPROX/MATF ANL Y, � 6 THE VARIOUS UALITY COMPANIES FINAL RESPONSIBILITY TE EXISTING�- FOR LOCA ANG UTILITIES IN THE RLID IS THE CONTRACTOR'S: 2. SURVEY POINT ELEVA TIONS SXTOWN ARE APPROMMA TF ANL Y, 385 & ARE PROVIDED AS BEST POSSIBLE. RNAL RESOON981UTY OF VERIFICATION & ACCURACY IS THE CANTRACTOI? 3. THE COMIRAC70R SHALL BE RE9DO V981 E FAR PROVIDING A TEMPORARY SEWER BYPASS SISTE'M PER SWWN" Y APPROX/M! 380 4. THE CONTRACTOR SHALL CONSIDER PUBLIC CONVENIENCE AND SAFETY WHEN SELECTING LOCATION FAR PLACEMEIVT OF BYPASS PUMP. NO PUMP SHALL BE WITHIN 10 fEFT OF A O? QO� PEDESTRIAN PATH OF TRAVEL 375 't 'n'� -?011 PAVEMENT GRADE TEZIPARARY A.C. PAVWNG OR AN ALTERNATIVE METHOD �v,�'Q APPROVED BY THE CITY OF BAKERSFIELD. �o �y W W W v , ,�O o� -- -- ------ II �I II II ----- ---------- 7'11 11 --- -- ------------ ------ — — — — I ------------ --- BYPASS II II 0 SEWER I IIII II II I I I I I II II I I I I MANHOLE /0 I I I I I I I I 10 LF EXISrG 36" RCP I I I I I II I II II II 'I I I I I ....._ 6. � ._....._.. _......— _..... ...... _......e.........M _.... _ —._.... — ....... _.... " ....... ®.o..-.._..._ _..... �. — --..—. -- _����-0g 222 r133 36" RCP ®S— q; 281 LF EXISrG 3 RCP ® S=0.08 0' _... _..._. — — EXISiG 42" �......�........ �.. Y c s'j RCP I � � � I � CITY OF BAKERSFIELD, CALIFORNIA 0 PROF/LE PUBLIC WORKS DEPARTMENT File Name: BASE_EOK205. Job No.: E1K205 Date: 12/13/13 Drown: DP Engineer.- BM Checked By Q�OFESS/04� ��� O DEAN /�-/Z41 REGISTERED GlAdLANGINEER C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD �P 1501 TRUXTUN AVENUE qTF 01V1�' BAKERSFIELD, CA 93301 OF CAO - REVISIONS No. DA TE DESCRIPTION 19 10 12511 J REVISE NOTES PER ADDENDUM #5. 2 / / 4 / / CONFORMED SET SEWER PLAN &PROF/LE SEWER REHABIL ITA TION 'P' STREET TRUNK SEWER SHEET NO. 2OF14 0 1 2 3 CONSTRUCTION NOTES 1® INSTALL CURED -IN-PLACE PIPE UNE?? PER SrA MR9- PER THE SPECIAL PROWSIANS� ZCAAN 7-1.24. 2® APPLY PROTECTIVE UN/NG SYSTFMI " " PER THE SPECIAL PROWISfOVS, SECTION 7-1.26. �3 INSTALL MANHOLE FRAME; COVER, & CONCRETE PAD PER CITY AF BAKERSTIEZD STANDARD PLAN N0. SW -2 & SW -6. ® RAISE EXISTING MANHOLE TO GRADE. E5 REMOVE & REPLACE SLOWER PIPE. NEW PIPE TO MATCH EXISTING SIZE & MATERIAL NLESS NOTED OTHERWISE) 395 GENERAL NOTES 390 1. ALL UTILITY LOCATIONS 5 WWW ARE APPROX/MATF ANL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UALITY COMPANIES FINAL RESPONSIBILITY FOR LOCA ANG UTILITIES IN THE RLID IS THE CONTRACTOR'S: 2. SURVEY POINT ELEVA TIONS SXTOWN ARE APPROMMA TF ANL Y, 385 & ARE PROVIDED AS BEST POSSIBLE. RNAL RESOON981UTY OF VERIFICATION & ACCURACY IS THE CANTRACTOI? 3. THE COMIRAC70R SHALL BE RE9DO V981 E FAR PROVIDING A TEMPORARY SEWER BYPASS SISTE'M PER SWWN" PER THE SPSOAL PROVISIONS, SECAAN 7-1.25. 380 4. THE CONTRACTOR SHALL CONSIDER PUBLIC CONVENIENCE AND SAFETY WHEN SELECTING LOCATION FAR PLACEMEIVT OF BYPASS PUMP. NO PUMP SHALL BE WITHIN 10 fEFT OF A PEDESTRIAN PATH OF TRAVEL 375 5. BYPASS PIPES CROSSING LOCAL STREETS AND PRIVATE DRI VFWA YS SMALL BE PLACED IN A SHALLOW TRENCH, COVERED WITH A STEEL TRAFFIC PLATE BORDERED WITH TEZIPARARY A.C. PAVWNG OR AN ALTERNATIVE METHOD APPROVED BY THE CITY OF BAKERSFIELD. CONFORMED SET SEWER PLAN &PROF/LE SEWER REHABIL ITA TION 'P' STREET TRUNK SEWER SHEET NO. 2OF14 0 1 2 3 fi SCALE HORIZ l-40' VERT 1 =4' AMO — - 0 395 390 385 375 14+00 15+00 — }- S '7-- - .......... ............. . _... 15+00 1 EAMING GUTTER FLOWUNE----\ 16+00 17+00 3 2 S 16+00 17+00 PLAN lst STREET C I 0 0 Q, Q RI V , 1 s+oo I st STREET 19+6o 20+00 21+10 s s 3 2 S 18+00 19+00 20+00 21+00 CITY OF BAKERSFIELD, CALIFORNIA 0 PROF/LE File Name: BASE_EOK205. PUBLIC WORKS DEPARTMENT Job No.: El K205 Date: 12/13/13 Drawn: DP Engineer: BM Checked By. A(.% MR Q,OFESS/pN� pEAN C') REGISTERED lL ENGINEER � C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD �P C 1501 TRUXTUN A VENUE qTF �� BAKERSFIELD, CA 93301 OF REVISIONS No. DA TE DESCR/P T/ON 1 10/ J/13 REVISE NOTES PER ADDENDUM #l. 2 10125113 REVISE NOTES PER ADDENDUM #5. 3 // CONSTRUCTION NOTES 1❑ INSTALL CURED -IN-PLACE PIPE UNER PER ST MMM 607kW 500-t4 6F RE 1WEAWN." 2 PER THE SPECIAL PROVISIONS SEC77ON 7-1.24. ❑2 APPLY PROTECTIVE LINING SYSTE W PER STANDAR9 SPEOFKA RW MR P66M NOW -9 If PER THE SPECIAL PROVISIONS, SECTION 7-1.26. 33 INSTALL MANHOLE FRAM& COVER, & CONCRETE PAD 385 PER CITY OF BAKERsww STANDARD PLAN N0. SW=2 & SW -6. o� ® RAISE EXIS71AIG MANHOLE Til GRADE. F5 REMOW & REPLACE SEDER PIPE. ►7 h UNLESS NOTED OTHERWISE) BYPASS PUMP. NO PUMP SMALL BE WITHIN 10 FEET OF A N O�x 5. BYPASS PIPES CROSSING LOCAL STREETS AND PRI VA TE DRIVE -WA YS SHALL BE PLACED IN A SHALLOW TRENCH, COVERED WITH A STEEL TRAfTIC PLATE BORDERED WITH TEMPORARY A.C. PAVING AR AN ALTERNATIVE METHOD 375 APPROVED BY THE CITY AF BAKERSFIELD. AP ROSMA TE E7lIST1 G ,ape �W PA ENT GRADE Q �, �W W roe — --: itt ! € • • I; € F i k �I 3 � � I I I I II r 161 222 F !ST'G 36" RCP S=0.079 f\P'll 234 LF EX! TG 36 RCP ®S--0.079 �� 442 LF EXIST"G 3 '" RCP S=0.07% ®z'�52 _._ • ........ ........_ _..._ _...... -._ _ _ _....... M .. _e _ CITY OF BAKERSFIELD, CALIFORNIA 0 PROF/LE File Name: BASE_EOK205. PUBLIC WORKS DEPARTMENT Job No.: El K205 Date: 12/13/13 Drawn: DP Engineer: BM Checked By. A(.% MR Q,OFESS/pN� pEAN C') REGISTERED lL ENGINEER � C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD �P C 1501 TRUXTUN A VENUE qTF �� BAKERSFIELD, CA 93301 OF REVISIONS No. DA TE DESCR/P T/ON 1 10/ J/13 REVISE NOTES PER ADDENDUM #l. 2 10125113 REVISE NOTES PER ADDENDUM #5. 3 // CONFORMED SET SEWER PLAN & PROFILE SEWER REHABILITATION 'P' STREET TRUNK SEWER SHEET NO. 3 OF 14 0 1 2 3 CONSTRUCTION NOTES 1❑ INSTALL CURED -IN-PLACE PIPE UNER PER ST MMM 607kW 500-t4 6F RE 1WEAWN." 2 PER THE SPECIAL PROVISIONS SEC77ON 7-1.24. ❑2 APPLY PROTECTIVE LINING SYSTE W PER STANDAR9 SPEOFKA RW MR P66M NOW -9 If PER THE SPECIAL PROVISIONS, SECTION 7-1.26. 33 INSTALL MANHOLE FRAM& COVER, & CONCRETE PAD 385 PER CITY OF BAKERsww STANDARD PLAN N0. SW=2 & SW -6. 2 ® RAISE EXIS71AIG MANHOLE Til GRADE. F5 REMOW & REPLACE SEDER PIPE. NEW PIPE TO NA MH MING SIZE & MATERIAL 380 UNLESS NOTED OTHERWISE) CONFORMED SET SEWER PLAN & PROFILE SEWER REHABILITATION 'P' STREET TRUNK SEWER SHEET NO. 3 OF 14 0 1 2 3 GENERAL NOTES 1. ALL U1/UTY LOCA DANS SHOW ARE APPROX/MA N ANL Y, AND REPRESENT THE BEST INFARMA AAN SUPPLIED BY 390 VARIOUS UUAUTIt�P OR LOCA NGTHE FIELD IS THE C010RACTi71R'S 2. SURVEY POINT ELEVA AONS S)YOWN ARE APPROXMMATE ANL Y, & ARE PROW DED AS BEST POSSIBLE. RNAL RESPON578X/TY OF VERIRCA77ON & ACCURACY IS THE C10NTRACTAR'S. 385 3. NE CORRACM SHALL BE RESPONSIBLE FOR PROVILHNG A TEZIPARARY SEYER BYPASS SYSIEW 2 PER THE SPECIAL PROWSyONS� SECTION 7-1.25. 4. THE CANTRA02? SMALL CONSIDER PUBLIC CONVENIENCE 380 AND SAFETY WHEN SELECTING LOCATION FAR PLACEMENT OF BYPASS PUMP. NO PUMP SMALL BE WITHIN 10 FEET OF A PEDESTRIAN PATH OF TRAVEL. 5. BYPASS PIPES CROSSING LOCAL STREETS AND PRI VA TE DRIVE -WA YS SHALL BE PLACED IN A SHALLOW TRENCH, COVERED WITH A STEEL TRAfTIC PLATE BORDERED WITH TEMPORARY A.C. PAVING AR AN ALTERNATIVE METHOD 375 APPROVED BY THE CITY AF BAKERSFIELD. CONFORMED SET SEWER PLAN & PROFILE SEWER REHABILITATION 'P' STREET TRUNK SEWER SHEET NO. 3 OF 14 0 1 2 3 Q�OFESS/pN� pEAN o � REGISTERED C L ENGINEER c'r_ C 46803 W I * Exp. 6-30-15 � .SMO-- -- W ' CITY OF BAKERSFIELD J]9 oc� , 7501 TRUXTUN AVENUE TF 0 /vlp� ' BAKERSFIELD, CA 93307 OF CA1-�F I0 LL to -- --,cMo REVISIONS EXISTING GUTTER fst ,(mp 3-- -- oNo. DATE DESCRIPTION FLOKINE STREET ¢ o + I N 1 1013113 REVISE NOTES PER ADDENDUM #1. LO 01 2 10 12511 J REVISE NOTES PER ADDENDUM #5. R1`W U111 C C -- --�-� ��� - 11 411J REVISE NOTES PER ADDENDUM 6. . . ...... ...... < W W N 0 3 // # cnw� S S G� � 5 Lv 22+00 23+00 24+00 25+00 26+00 27+00 8+ zV) ' 3 2 Ist STREET 1 5 H 3 ,� s s s .j F _ I _ -® _ _ .�...._...m ......m.... � e - -- -- -- Rev -- -- r—I- - -- -- 3 CONSTRUCT/ON NOTES I I I I I I I I 1 INSTALL CURED -IN-PLACE PIPE LINER fl�AWARB- o 0 0 0 0 0 0 0 0 0 ,� ' 2 PER THE SPECIAL PROWSIONS, SEC77ON 7-1.24. 2 ADPL Y PRO TEC 71W UN/NG SYSTEM I I PER THE SPECIAL PROW.SIONS, SEC71ON 7-1.26. 33 INSTALL MANHOLE FRAME; COVFR, & CONCRETE PAD PER aTY OF BAKERSFIELD STANDARD PLAN N0. sw-2 & SW -6. ® RAISE DUSTING MANHOLE TO GRADE: �5 REMOVE & REPLACE S£MER PIIS N PLAN (NEW OIED On � SE) NG SIZE & AIAlEN/AL SCALE 1 HORIZ 1"40' 22+00 23+00 24+00 25+00 26+00 27+00 28+00 0 VERT 1`-4 N U N GENERAL NOTES 395 395 I. ALL UTILITY LOCA AGNS 55HOW ARE APPROXIMATE ONLY, AND REPRESENT AVE BEST INFORMA AON XPPLIED BY THE VARIOUS UAUTY COMPANIES. RNAL RESPONSIBIUTY FOR LOCA ANG UAUAES IN THE RELD /S AVE CON7RAC70?'S 0 2. S'/RVEY POINT ELEVA CONS SHOWN ARE APPROMIMA X ONL Y, 390 390 & ARE PROVIDED AS BEST POSSIBLE. FINAL RESPOYVSIBIUTY v OIF• VFRIRCA AOYV & ACCURACY IS NE COAT ATACTOM 0 21 3. THE CONTRACTOR SHALL BE RE9DWSJBLE FOR PROWDING w 2 A TEMPORARY &W BYPASS SYSTEM �I 385 3 8 5 PER NE SPEQAL PROW9ONS, SE070 17 125 m 4. AVE CONTRACTOR SHALL CONSIDER RELIC CONVFNEENE AND SAf ETY WEN 77MG LOCA 770N FOR PLACEMENT OF B ASS PUMP NO PUMP WALL BE INIHN 10 FEET OF A PEDESARIAN PATH OF ATAVFL 380 37 8 5. BYPASS PIPES CROSSING LOCAL SIRffTS AND PRI VA TE DRI VFWA YS SHALL BE PLACED /N A SHALLOW TRENCH, COVERED W1 AY A STEL TRAFRC PLATE BORDERED WITH TEMPORARY A. C. PAWNG OR AN ALTFRNA17W METHOD APPROVED BY mE aTY OF BAKERSFIELD. 375 1375 W Fl - Q] PROF/LE CONFORMED SET z SPLA11 / &PROF/LE� 15 O� File Nome: BASE_E0K205.dw Drown: DP SEWER REHABILITATION SHEET N0. C/T Y OF BAKERSFIELD, CA L IFORN/A PUBLIC WORKS DEPARTMENT Job No.: EI K205 En gin eer: BM Date: 12/13/13 Checked By AIS& 'P' STREET TRUNK SEWER 4 OF 14 0 1 2 3 Z Q (�i� � W QF � ROE7VT PA GRADES i W , 39` 39( 38� 0 0-- EWS7ING GUTTER FLOW -INE c� Qv I I S 1 I 30 0 PER THE SPEaAL PROVISIONS SECTION 7-1.24. ®2 APPLY PROTECTIVE UNING SYSTEM I M SCALE HOR/Z 1'v=40# VERT 1"4' 28+00 29+00 �i � � C� C� Cv 30+00 C N STREET ¢ 0 0 0 0 -- -- R%IY C --� - -- l1/ STR ET 2 � 3 �V S 31+00 32+00 33+00 S A.H. C F I I I I I I 0 31+00 PLAN 32+00 33+00 0 34+00 1 S i 34+00 35+00 1 I � N' 2 PER THE SPEaAL PROVISIONS SECTION 7-1.24. ®2 APPLY PROTECTIVE UNING SYSTEM 6F-'-TCnAN PER THE SPECIAL PROWSIANS, 7-1.26. ,LO r.,+ PER CITY OF BAKERSFIELD STANDARD PLAN N0. SW -2 & SW -6. 2 ® RAISE EXISNNG MANHOLE TO GRADE. ®5 REMOVE & REPLACE SEWER PIPE. < co .. 5+0 U7 � SSS PUMP WTHN OFF Ld to H. W DRI VFWA Y5 SHALL BE PLACED IN A SHALLOW N&CH, Z COVERED WITH A STEEL A?AFRC PLATE BORDERED WITH W 6� APPROVED BY THE C1TY OIF BAKERSFIELD. = to APPROX/M PA 4EAlENT >F E)IISANG GRADE N oti�1 �� Q I Lr � I tio4 35+00 QROF ESS /04/ pEAN REGISTERED lLNGINEER C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD 1501TRUXTUN A VENUE '9TF crvi� BAKERSFIELD, CA 93301 OF CA1-�F REVISIONS No. DA TE DESCRIPTION 1 10/ 311,3 REVISE NOTES PER ADDENDUM #1. 27 10 12511 J REVISE NOTES PER ADDENDUM #5. 3 // 471 / / 1 1� INSTALL CURED IN --PLACE PIPE LINER PR SWARD- i w 2 PER THE SPEaAL PROVISIONS SECTION 7-1.24. ®2 APPLY PROTECTIVE UNING SYSTEM 6F-'-TCnAN PER THE SPECIAL PROWSIANS, 7-1.26. 5 INSTALL MANHOLE FRAME; COVER, & COWCRETE PAD 390 PER CITY OF BAKERSFIELD STANDARD PLAN N0. SW -2 & SW -6. 2 ® RAISE EXISNNG MANHOLE TO GRADE. ®5 REMOVE & REPLACE SEWER PIPE. (NEW PIPE TO NA 7W EXISTING SIZE & MATERIAL 385 UNLESS NOTED OTHERWISE) SSS PUMP WTHN OFF PEDESA?IAN PATH OF A?AVFL 5. BYPASS PIPES CROSSING LOCAL STREETS AND PRI VA TE DRI VFWA Y5 SHALL BE PLACED IN A SHALLOW N&CH, COVERED WITH A STEEL A?AFRC PLATE BORDERED WITH TEMPORARY A. C, PAWNG OR AN ALTERNATIVE MEW00 6� APPROVED BY THE C1TY OIF BAKERSFIELD. APPROX/M PA 4EAlENT >F E)IISANG GRADE N oti�1 �� Lr tio4 07 W � OF I------ ------ ------------ ------ —---------- ------ ---v- 401v..... - —— — _........... — _.. -... — . .-. �..... ____ — 440 LF EXIS G 36" RCP 0 S= .09% � 268 LF /ST'G 36" RCP® S=alor. / — — _. ----- .....-...........-.. _. --- — _....— —.- V...._ -._. _......._ . _... m — _.._ — w — -... — — _ — _.......__.. —. — _.._ — — _... m QROF ESS /04/ pEAN REGISTERED lLNGINEER C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD 1501TRUXTUN A VENUE '9TF crvi� BAKERSFIELD, CA 93301 OF CA1-�F REVISIONS No. DA TE DESCRIPTION 1 10/ 311,3 REVISE NOTES PER ADDENDUM #1. 27 10 12511 J REVISE NOTES PER ADDENDUM #5. 3 // 471 / / PROFILE CONFORMED SET SEWER PLAN &PROF/LE - S� i File Name: BASE_EOK205.dw Drawn: DP SEWER REHABfL/TATION CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E1K205 Engineer: BM SHEET NO. Date: 12/13/13 Checked BY A/t j' 'PSTREET TRUNK SEWER 5 OF 14 0 1 2 3 CONSTRUCTION NOTES 1� INSTALL CURED IN --PLACE PIPE LINER PR SWARD- i w 2 PER THE SPEaAL PROVISIONS SECTION 7-1.24. ®2 APPLY PROTECTIVE UNING SYSTEM 6F-'-TCnAN PER THE SPECIAL PROWSIANS, 7-1.26. 5 INSTALL MANHOLE FRAME; COVER, & COWCRETE PAD 390 PER CITY OF BAKERSFIELD STANDARD PLAN N0. SW -2 & SW -6. 2 ® RAISE EXISNNG MANHOLE TO GRADE. ®5 REMOVE & REPLACE SEWER PIPE. (NEW PIPE TO NA 7W EXISTING SIZE & MATERIAL 385 UNLESS NOTED OTHERWISE) PROFILE CONFORMED SET SEWER PLAN &PROF/LE - S� i File Name: BASE_EOK205.dw Drawn: DP SEWER REHABfL/TATION CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E1K205 Engineer: BM SHEET NO. Date: 12/13/13 Checked BY A/t j' 'PSTREET TRUNK SEWER 5 OF 14 0 1 2 3 GENERAL NOTES 1. ALL UTILITY LOCA MONS VOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMATIOW SUPPLIED BY 395 THE VARIOUS UAUTY COMPANIES RNAL RESPANSIBIUTY FOR LOCA ANG UALIAES IN THE RELD lS THE CaWRACTOR'S 2. SURVEY POINT ELEVATIONS SHOWN ARE APPROXIMATE ANL Y, & ARE PROVIDED AS BEST POSSIBLE. FINAL RESPANSBILITY OF IfRIFEAAAN & ACCURACY IS ATE COX 7RAC7OR'S 390 3. NSE CON7RAC7W SHALL BE RES'PANS IME FOR PROVIDING A IEMPARARY SEWER BYPASS SYSTT�M 2 OF RE VREMMM" PER THE SPECIAL PROWSIONS SECAAN 7-1.25. 4. THE COW ARAC7 R SHALL CONSIDER PUBLIC CONVENIENCE 385 B ASAf O �c9VALL BE 10 � A OF SSS PUMP WTHN OFF PEDESA?IAN PATH OF A?AVFL 5. BYPASS PIPES CROSSING LOCAL STREETS AND PRI VA TE DRI VFWA Y5 SHALL BE PLACED IN A SHALLOW N&CH, COVERED WITH A STEEL A?AFRC PLATE BORDERED WITH TEMPORARY A. C, PAWNG OR AN ALTERNATIVE MEW00 380 APPROVED BY THE C1TY OIF BAKERSFIELD. PROFILE CONFORMED SET SEWER PLAN &PROF/LE - S� i File Name: BASE_EOK205.dw Drawn: DP SEWER REHABfL/TATION CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E1K205 Engineer: BM SHEET NO. Date: 12/13/13 Checked BY A/t j' 'PSTREET TRUNK SEWER 5 OF 14 0 1 2 3 00ESS Iol pEAN R1' REGISTERED QLVIL ENGINEER C 46803 I* Exp.6-30-15 CITY OF BAKERSFIELD J� I 0� 1501 TRUXTUN AVENUE 97F BAKERSFIELD, CA 93301 OF C I REVISIONS Z I � I No. DATE DESCRIPTION IFL0 N GUTTER Q N STR I !� 1012511 J REWSE NOTES PER ADDENDUM #5. L I o o � o I 2 + I I I I R � _ _ - -- -- C -- C, --0 0 - ~ � w �l STREET � 4 W' 36+00 37+00 38+00 39+00 40+00 2 3 41+00 -0. 2 3 W $ H. H. $ 0 ZW LLJC C — = I -- -- R --� -- -- CONSTRUCT/ON NOTES Q I I I I 1 INSTALL CURED -IN-PLACE PIPE UNER PFR S�V9ARD- 2 cl� Q1 EPI� Q-v Q -v SWIM 500 .4 6F 771E w3 PER THE SPECIAL PROW-90N.� SECTION 7-L24. -PPER SFAWARD 9TWICA 96N FOR PUBUO WORKS APPLY PROTECTIVE LINING SYSTEM I I +w w w 0 PER THE Sp£aAL PROW-90NS, 'SECTION 7-1.26. (n ®3 INSTALL MANHaE FRAME, COVER, & C'OWCRETE PAD W PER aTY OF BAKERsnab STANDARD PLAN N0. SW -2 DWY-- -SW'-6. - --C DWY 7 ® RAISE EXISTING MANHOLE TO GRADE. �5 REMOVE & REPLACE SEWER PIPE. (AIEW PIPE 70 PLAN UNLESS N07EDMOTHER >A TCH NG srzE MATER/AL N w 0 SCALE HORIZ 1 "= 40' VERT 1 "=4' 36+00 37+00 38+00 39+00 40+00 41+00 42+00 0 0 0 0 N U O GENERAL NOTES 395 395 1. ALL UnUTY LOCA 71O NS SHOWN ARE APPROXIMA TE ANL Y, AP AND REPRESENT THE BEST INFORMA AON SUPPLIED BY c� z - - - - - - - - - - - - - - - - - - - THE VARIOUS UTILITY C'OWPAN/ES FINAL RESPANSIB/UTY FOR LOCA TING UTILIAE IN THE RELD IS THE COONTRACTYIR'S a� z — — — — — — — — --- — — — — — — — — — — — 2. SURVEY POINT EL'£VATIANS SHOWN ARE APPROXIMATE ONLY, 390 3 9 0 & ARE PROVIDED AS BEST POSSIBLE FINAL RESPONSy81UTY o OF WNIRCAWN & ACCURACY IS THE CANTRAC70fM v N 3. THE COW TRAC70R SHALL BE RESPONSIBLE FAR PROVIDING A TEMPORARY SEWER BYPASS SY57EM 1 w w 6F RE w W� 385 PER THE SPEaAL PROWVON� SECTION 7-L25. 385 m I-111 4 4. THE CONTRACTOR SHALL CONSIDER PUBLIC COINVEN/ENCE AND SAf'ETY WHEN SELECTING LOCA MY FAR PLACEMENT OF ol BYPASS PUMP. NO PUMP SHALL BE WITH/N 10 FEET OF A c� PEDESTRIAN PATH OF TRAVEL. 380 380 5 DRACMA Y5 SHA L BE PLACED IN A 91ALLOW TRENCIH,A ND PRI VA � -° COVERED WITH A STEEL TRAFFIC PLATE BORDERED WI1H TEMPORARY A. C. PAVING CO? AN ALTERNATIVE MEWOO a� APPROVED BY THE aTY OF BAKERSFIELD. 0 PROFILE Z' CONFORMED SET SEWER PLAN PROFILE W OI File Name: BASE_EOK205.dw Drown: DP SEWER REHABILITATION SHEET N0. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E 1 K205 En gin e er: BM Date: 12/13/13 Checked By. � ,� 'P' STREET TRUNK SEWER 6 OF 74 0 1 2 3 W 'S pF W w ROXIMA lE EX/S NG PAVEMENT GRADE II If l! [[ I� Il II I1 II I� II II 178 LF XIST'G 36" RCP ®S=0.10% 347 LF EXISiG 3 "RCP ®S=0.07% 0 �� � 186 LF X/SIG 36" RCP � S=0.059' � � � �� � W 0 E 0 0 0 0 N v QL QL I 0 W m 0 a� a.> 3 0 W z Li W I 0 0 v W ti y CA SCALE HORIZ 1 =40' VERT 1 =4' 395 390 EVSTINO GUTTER FLOW -INE - 1 .H. $ S 46+00 47+00 43+00 44+00 45+00 z s 3rd STREET 1 3rd STREET f �i t t t -- I RIS'7 - Q3 0 CZ) Clo qv PLAN Kmf AMG 3-+ m � 48+00 W 2 I I 0 W 0 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 N W o _ APPROX/MA TE EXISTING bc— '5°� OF PAVEMENT GRADE — — — — - Q OQ Q(010 p 1 �z =1 F lb 1�' 330 L EXIST"G 36" RCP ®S=0.089 : 3; 'y�� 338 LF Ex1srG 3 '° RCP 0 S=0.089 \� f QRpFESS/ONq pEAN REGISTERED ENGINEER C 46803 * Exp.6-30-15 CITY OF BAKERSFIELD ` xCAVIL 1501 TRUXTUN AVENUE T4 OF FON- BAKERSFIELD, CA 93301 REVISIONS RNo. DA TE DESCRIPTION 1 10125113 REVISE NOTES PER ADDENDUM #5. 2 "471 GENERAL NOTES 1. ALL UTILITY LOCA DANS SHOWW ARE APPROXIMA TE OWL Y, AND REPRESENT THE BEST INFORMA716W SUPPLIED BY THE VARIOUS Ui)UTY COMPANIES RNAL RESPANSBIUTY FOR LOCATING UTIUflES IN THE RELD IS THE CON TRAC70)?'S 2. SURVEY POINT ELEVAAONS SHOWN ARE APPROXIMATE ONLY, 395 MBCA n0M & AS BEST POSSIBLE TH ON7RR CTO S�UTY 3. THE CONIRACTOIR 91ALL BE RESPANSTBLE FAR PROVIDING A TEMPORARY SEWER BYPASS SYSTEM PER "" 7-45 " 1 . 390 PER THE SPMAL PROWVOWSy SECnAN 7-1.25. 4. THE COWTRACTAR SHALL CONSIDER PUBIC C010MEAICE AND SAFETY WHEAT SVECnNG LOCA 7701V FAR PLACEMOVT OF BYPASS PUMP. NO PUMP SMALL BE IW NIN 10 FLET OF A PEDESTRIAN PATH OF TRAVEL 5. BYPASS PIPES CROSSING LOCAL STREETS AND PRIVATE 385 DRI VE'WA YS SHALL BE PLACED IN A SHALLOW TRENCH, COVERED RMTH A STEEL TRAFFIC PLATE BORDERED WITH TEMPORARY A. C. PAVING OR AN ALTERNA77W ME1H010 APPROVED BY THE aTY OF BAKERSRQD. :._.._. - - __ - - ,,,, --- - __, --- 380 C/TY OF BAKERSFIELD, CALIFORNIA PROFILE PUBLIC WORKS DEPARTMENT File Nome: BASE—EOK205. Job No.: E1 K205 Dote: 12/13/13 Drown: DP Engineer: BM Checked By CONFORMED SET SEWER PLAN & PROFILE SEWER REHABILITATION 'P' STREET TRUNK SEWER 0 SHEET NO. 7 OF 14 1 2 3 CONSTRUCT/ON NOTES 1® INSTALL CURED -IN-PLACE PIPE UNE? P& SrAM 4RB- nE 1 PER THE SPEaAL PROR4 NSy SEC1104-OF Af 7-1.24. 2® APPLY PROTECTIVE UNING SYSTal PER THE SPEaAL PROW9011IS; SECTION 7-1.26. -3 INSTALL MANHOLE FRAME, COVER, COWaTE7E PAD PER aTY OF BAKERSFyLD STANDARD PLAN NO. SW -2 & SW -6. ® RAISE EXISTING MANHOLE Til GRADE. ®5 REMOVE & REPLACE SEWER PIPE (NEW PIPE 70 MATCH EXISTING 92E & MATERIAL UNLESS NOTED OTHERWISE) GENERAL NOTES 1. ALL UTILITY LOCA DANS SHOWW ARE APPROXIMA TE OWL Y, AND REPRESENT THE BEST INFORMA716W SUPPLIED BY THE VARIOUS Ui)UTY COMPANIES RNAL RESPANSBIUTY FOR LOCATING UTIUflES IN THE RELD IS THE CON TRAC70)?'S 2. SURVEY POINT ELEVAAONS SHOWN ARE APPROXIMATE ONLY, 395 MBCA n0M & AS BEST POSSIBLE TH ON7RR CTO S�UTY 3. THE CONIRACTOIR 91ALL BE RESPANSTBLE FAR PROVIDING A TEMPORARY SEWER BYPASS SYSTEM PER "" 7-45 " 1 . 390 PER THE SPMAL PROWVOWSy SECnAN 7-1.25. 4. THE COWTRACTAR SHALL CONSIDER PUBIC C010MEAICE AND SAFETY WHEAT SVECnNG LOCA 7701V FAR PLACEMOVT OF BYPASS PUMP. NO PUMP SMALL BE IW NIN 10 FLET OF A PEDESTRIAN PATH OF TRAVEL 5. BYPASS PIPES CROSSING LOCAL STREETS AND PRIVATE 385 DRI VE'WA YS SHALL BE PLACED IN A SHALLOW TRENCH, COVERED RMTH A STEEL TRAFFIC PLATE BORDERED WITH TEMPORARY A. C. PAVING OR AN ALTERNA77W ME1H010 APPROVED BY THE aTY OF BAKERSRQD. :._.._. - - __ - - ,,,, --- - __, --- 380 C/TY OF BAKERSFIELD, CALIFORNIA PROFILE PUBLIC WORKS DEPARTMENT File Nome: BASE—EOK205. Job No.: E1 K205 Dote: 12/13/13 Drown: DP Engineer: BM Checked By CONFORMED SET SEWER PLAN & PROFILE SEWER REHABILITATION 'P' STREET TRUNK SEWER 0 SHEET NO. 7 OF 14 1 2 3 W EsClO N 0 LO 0 0 N O a� E 0 W m a co I 0 a� 0 W Z z I O 0 J R I M SA HORIZ 1 "= 40' VERT 1"-4' 1 EXIS17NG GUTTER fZOWUNE L ' 0 +I r (o - - - LO < 00 j58+00L7\ 58+00 Z�1 2 3 4 ui 1 SII 395 385 1 i 57+00 fi LF EXISTG 58+00 59+00 59+00 PSTREET ¢ -- --- - C - 60+00 P STREET ................................ 00 2 3 4 62+00 — 1 — 62+00 N �o 63+00 Z Z c`Oo + �Uk ° J W + ovk I 1 62+00 N �o 63+00 CITY OF BA KERSFIEL D, CA L IFORNIA Z Z c`Oo + �Uk ° J W + ovk PROFILE �D ZWC=i �o ac 2WU W W k W 9h � N. 0P Q 0 NG .�oQ doe ----- — — — — WMENT GRADE ------ ------ ----- — lk ------ ----- ------ -- 1 -- ------ REMOVE & REFLACE 3610 RCP I I 10 LF -j L. .....Y — _.._ — —\ 01 '� " 43- 1) 341 LF XISTG 36'" RCP 0 S=0.069 �� 183 LF EX/STG 3 RCP 0 S=0.06% " RCP ® S=0.089' _ ..v.., . ....... _.._.._...._..... — m.........._ ........ ._....-......... _. —...... _......._ � x —..�.............w. — ----- — — — — —....... _.._ � — CITY OF BA KERSFIEL D, CA L IFORNIA PUBLIC WORKS DEPARTMENT File Name: BASE-EOK205. Job No.: E1 K205 Date: 12/13/13 Drawn: DP Engineer- BM Checked By. Af 395 390 385 okoVESS/ONq pEAN R�� F'L� Gj O �� REGISTERED Cl V1L NGINEER C 46803 * Exp.6-30-15 CITY 150 �IELDRUXTUN AVENUE ENUE ��9�F C/���' BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION �"� 10/3/13 REVISE NOTES PER ADDENDUM #1- 10 12511 j I REVISE NOTES PER ADDENDUM #5. 371 / / 471 / / CONSTRUCTIONINSTALL ■■ CURED -N -PLACE PIPE- • • ; RD 91Ea rN MW FOR s - COWMW � PER THE SPECt4L, PROW,901VS, SWIM 7-1-24 ©APPLY ••0 PER r • r • ►`• I FOR PbSY0 PER 7HE wa • . 1 SEC7700V 7-1-26. ®3 INSTALL MANHOLE FRAME; COVER, & CONCIREIE" PAD PER CITY OF BAKERSRELD STANDARD PLAN NO. SW -2 & SW -6. ® RAISE EXISTING MANHOLE TO GRADE. ❑5 REMOVE & REPLACE SEWER PIPE. (NEW PIPE 10 MATCH EXISTING SyZE & MATERIAL UNLESS NOTED OTHERWISE) GENERAL NOTES 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA LION SUPPLIED BY THE VARIOUS UTILITY COMPANIES RAIAL RESPOWSyBIUTY FOR LOCATING UTILITIES IN THE RELO IS THE CON7RAC701?'S 2. SURVEY POINT ELEVA TIONS SHOWN ARE APPRONMA TE ONL Y, & ARE PROVIDED AS BEST POSSIBLE. FINAL RESPONS 81UTY OF VERIRCA AOYV & ACCURACY IS THE CONTRACTOR'S 4. THE COYdTRAC7W SHALL CONSIDER PUBLIC COWVENIEWCE AND SAFETY WHEN SELECTING LOCATION FOR PLACEMEWT OF BYPASS PUMP. NO PUMP SMALL BE WITHIN 10 fFET OF A PEDESTRIAN PATH OF RAWL 5. BYPASS PIPES GROSSING LOCAL STREETS AND PRIVATE DRI VEWA YS SHALL BE PLACED IN A SHALLOW TRENCH, COVERED WITH A STEa 7RAfT7C PLATE BORDERED WITH TEMPORARY A. C. PAVING OR AN ALTERNATIVE METHOD APPROVED BY THE aTY OF BAKERSFIELD. CONFORMED SET SEWER PLAN & PROFILE SEWER REHABILITATION 'P' SHEET TRUNK SEWER 61S 0 SHEET NO. 9OF14 0 1 2 3 Z Z c`Oo + �Uk ° J W + ovk PROFILE �D ZWC=i �o ac 2WU PUBLIC WORKS DEPARTMENT File Name: BASE-EOK205. Job No.: E1 K205 Date: 12/13/13 Drawn: DP Engineer- BM Checked By. Af 395 390 385 okoVESS/ONq pEAN R�� F'L� Gj O �� REGISTERED Cl V1L NGINEER C 46803 * Exp.6-30-15 CITY 150 �IELDRUXTUN AVENUE ENUE ��9�F C/���' BAKERSFIELD, CA 93301 REVISIONS No. DA TE DESCRIPTION �"� 10/3/13 REVISE NOTES PER ADDENDUM #1- 10 12511 j I REVISE NOTES PER ADDENDUM #5. 371 / / 471 / / CONSTRUCTIONINSTALL ■■ CURED -N -PLACE PIPE- • • ; RD 91Ea rN MW FOR s - COWMW � PER THE SPECt4L, PROW,901VS, SWIM 7-1-24 ©APPLY ••0 PER r • r • ►`• I FOR PbSY0 PER 7HE wa • . 1 SEC7700V 7-1-26. ®3 INSTALL MANHOLE FRAME; COVER, & CONCIREIE" PAD PER CITY OF BAKERSRELD STANDARD PLAN NO. SW -2 & SW -6. ® RAISE EXISTING MANHOLE TO GRADE. ❑5 REMOVE & REPLACE SEWER PIPE. (NEW PIPE 10 MATCH EXISTING SyZE & MATERIAL UNLESS NOTED OTHERWISE) GENERAL NOTES 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMA LION SUPPLIED BY THE VARIOUS UTILITY COMPANIES RAIAL RESPOWSyBIUTY FOR LOCATING UTILITIES IN THE RELO IS THE CON7RAC701?'S 2. SURVEY POINT ELEVA TIONS SHOWN ARE APPRONMA TE ONL Y, & ARE PROVIDED AS BEST POSSIBLE. FINAL RESPONS 81UTY OF VERIRCA AOYV & ACCURACY IS THE CONTRACTOR'S 4. THE COYdTRAC7W SHALL CONSIDER PUBLIC COWVENIEWCE AND SAFETY WHEN SELECTING LOCATION FOR PLACEMEWT OF BYPASS PUMP. NO PUMP SMALL BE WITHIN 10 fFET OF A PEDESTRIAN PATH OF RAWL 5. BYPASS PIPES GROSSING LOCAL STREETS AND PRIVATE DRI VEWA YS SHALL BE PLACED IN A SHALLOW TRENCH, COVERED WITH A STEa 7RAfT7C PLATE BORDERED WITH TEMPORARY A. C. PAVING OR AN ALTERNATIVE METHOD APPROVED BY THE aTY OF BAKERSFIELD. CONFORMED SET SEWER PLAN & PROFILE SEWER REHABILITATION 'P' SHEET TRUNK SEWER 61S 0 SHEET NO. 9OF14 0 1 2 3 OOFESS/ONq DEAN R�� F•'LG 1p REGISTERED C/VlL ENGINEER wC 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD J'�9 cm\- 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 F OF CA��F�� I REVISIONS y No. DA TE DESCRIPTION I EXISTING GUTTER P S7RE7 fLOWUNE i � 1 10/ 3/11 REVISE NOTES PER ADDENDUM #1. O o 0 0 0 0 0 0 0 o O Z 10 12511 J REVISE N0 TES PER ADDENDUM #5 - LO ' by � c� � ' to --_ -- -- -- -- R -- -- --� I -I o V W 64+00 S 65+00 66+00 3 67+00 8+00 s 69+00 0+00 W Z P STREET 2 3 4 2 ' z V) DW C C C JW v I - CONSTRUCT/ON NOTES r Q � � � � � � � � � � � , �❑ INSTALL CURED -uv -PLACE PIPE LINER PER 6FAAMR0 o 0 0 0 0 0 0 0 0 0 SW RN 500- f 4 6F HE !WffN9W- PER THE SPECIAL PROWSONS, SE001V 7-124. ®2 APPLY PRO7EC77V£ UN/NG SYSTEM I PER THE SPECIAL PROVISIONS, SLECAAN 7-1.26. I I 33 INSTALL MANHOLE FRAME, COVER, & COWaRE7E PAD PER CITY AF BAKERSFIELD STANDARD PLAN N0. SW -2 & SW -6. ® RAISE msANG MANHOLE TO GRADE. ®5 (REOE. VE & REPLACE MiER PIP N PLAN UNLESSS N07EDMO ERTal SE)LXSNG SIZE MATER/AL W I .z I- 0 Cs SAL �! HORIZ 1`40' VERT 1`4' E 0 64+00 65+00 66+00 67+00 68+00 69+00 70+00 0 N U o GENERAL NOTES 400 400 1. ALL Unum LOCATIONS SHOW ARE APPR'ONMAlE ONE X,, cot AND REPRESENT THE BEST INFARMA WN SUFRUED BY THE VARIOUS UALITY COMPANIES RNAL RESPANSIBIUTY FOR LOCA ANG UAU77ES IN THE RELD S THE CON IRA CTAR'S E 2. SURVEY PANT ELEVATIONS SHOWN ARE APPROX/MA X ANL Y, 3 9 5 395 OF 1PCAn°ow A�cuRAcis E�c"o�rnAcraRow,elurr v i 0 3. THE CGWIRACTAR SHALL BE RESPONSIBLE FOR f'ROVIOING Z A IEMPARARY SEWER BYPASS SYSIFitI �' PER THE SPECIAL PROVTSIONSy ZCAAH 7-1.25. 390 390 m 4. THE COA17RAC70R ShALL CONSIDER PUBLIC CONV£N/ENCS AND SAFETY NHEN SELEC77MG LOCA WN FAR PLACEMENT AF Q) BYPASS PUMP. NO PUMP 9YALL BE NI THIN 10 fFET OF A PEDESTRIAN PATH OF TRAVEL Q 5. BYPASS PIPES CROSSING LOCAL STREETS AND PRIVATE 385 3 8 5 ORI VfwA Y5 SHALL BE PLACED IN A SHALLOW 1RENQH, 0 COVERED KITH A S7FEL 7RAFf7C PLA7F BORDERED W17H 40 TEMPORARY A.C. PAVING OR AN AL UNA AVE METHOD APPROVED BY 7HE CITY OF BAKERSf7Ew. a� 0 W PROF/LE CONFORMED SET w SEWER PLAN & PROF/LE S OI File Name: BASE_EOK205.dw Drawn: DP SEWER REHABILITATION CALIFORNIA PUBLIC WORKS DEPARTMENT SHEET N0. CITY OF BAKERSFIELD,Job No.: E1K205 Engineer. BM - Date: 12/13/13 Checked By 'P' STREET TRUNK SEWER 10 OF 14 0 1 2 3 PROXtMATF EXfS NG o P V£AtE7VT GRADE II II II I1 II 1 �� II I� II II i� 510 -692-LF EXIS%G 36" RCP S=0.06% � ��`�' f82 L EXISiG 36'� RCP ®S=0.06% �� W Q) 0 w QROFESS/pN pEAN /2- /L-,• wQ� G' m REGIS TERED QCLOL ENGINEER C 46803 * Exp. 6-30-15 Q CIT? OF BAKERS VIES `�/q>1 cm\- �'+ Q BAKER RFIELD NCA 93301 F OF CAQ I � Z I REVISIONS ' O ' No. DA TE DESCRIPTION I EXISTING GUTTER FLOWUNE I P STREET C J , 1 10/ 3111 REVISE NOTES PER ADDENDUM #1. Lu O o 0 0 � o I 13 REVISE NOTES PER ADDENDUM #5. LO Q O 2 10 /25 / Q�//-9l ....... ... ............ 2 coW W78+00 79+00 80+00 81+00 8 +00 83+00 1 84+107 W LLJ Z W' 2 3 P STREET ' W "' I z W W JR I DW CONSTRUCTION NOTES <t , Q 1� INSTALL CURED -IN-PLACE PIPE UNER PER SWARD o 0 0 0 MOWN 500-F4 6F HE ;WEEAMN.PER THE SPECIAL PROWVOJVSs SECPON 7-1.24. I I I 2® APPLY PROTECM LINING SYSTEM PER SFAAOARD SPEOPICA WV FOR PUBUO WORKS II PER THE WQAL PROWS W SECTION 7-1.26. ®3 INSTALL MANHOLE FRAME, CO *W, & ca%aE7E PAD PER CITY OF AWERSREW STANDARD PLAN NO. SW -2 & SW -6. ® RAISE EXISTING MANHOLE TO GRADE. F5 (NNLREMOVE & REPLACE SEWER PIPE. W PLAN UESS N07EDRPE rO MOA MH � SF) NG SIZE MATERIAL C) N SCALE ,! HOR/Z 1`40' VERT 1 "-4' COZ � 1 0 1 78+00 79+00 80+00 81+00 82+00 83+00 84+00 0 N Co to v O GENERAL NOTES 3 400 400 1. ALL UnUTY LOCATIONS SHOWN ARE APPROXIMATE ONLY THE VARIOUS 77UTY COMPANIES AND REPRES9V T NE BEST FINAL RESPONSIBILITY, a� FOR LOCA PNG UTILITIES IN INE FELD IS THE CON IRA C7OR'Sv 2. SURVEY POINT ELEVA PONS SHOWN ARE APPRONMA TE OWL Y, 0 6• ARE PRONDED AS BEST POSSIBLE. RNAL RESPOV-981UTY 39 5 39 5 OF VERIRCATION & ACCURACY IS THE COWTRACTOR'S� N 3. THE COW TRACT W SHALL BE RESPONSIBLE FOR PROVIDING Z A TEMPORARY 99" BYPASS SYSTEM PER THE SPECIAL FROVI90K SIX170N 7-1.25. Ll- 390 390 m 4. THE COW7RAC70R SHALL CONSIDER PUBLIC COWVEN/ENCE' AND SAFETY WHEN SfLECnNG LOCA PON FOR PLACEMENT OF BYPASS PUMP. NO PUMP SMALL BE WITHIN 10 FEET OF A PEDESTRIAN PATH OF TRAVEL 5. BYPASS PIPES CROS9NG LOCAL STREETS AND PRIVATE 385 385 DRI VFWA YS SHALL BE PLACED IN A SHALLOW TRENCH, o, COVERED WITH A STEEL TRAFFIC PLATE BORDERED WITH TEMPORARY A.C. PAVING OR AN ALTERNATIVE METHOD a� APPROVED BY THE CITY OF BAKERSRaD. 0 W PROF/LE CONFORMED SET z _ , z SEINER PLAN & PROF/LE S G ` o File Nome: BASE_EOK205. dw Drown: OP SEWER REHABILITATION SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E1K205 Engineer: BM Dote: 12/13/13 Checked By r{/Sfi 'P' STREET TRUNK SEWER 12 OF 14 0 1 2 3 Mi fix. W of ��' APPRox/M TE EXISTING .��� of PA VFiWENT GRADE f I II 1 74 LF EXISiG 33" RCP � ®S= 0.60 — ............. — ��h� � 505 LF EXIS%G J6" RCP ®S=O.08 � �y���t��� Y-b� �c�� QROFESS/0Nq DEAN R9� F�GG IZ REGISTERED C NGINEER 0 C 46803 O * Exp.6-30-15 UCITY OF BAKERSFIELD `P�q7 CIVIL 1501 TRUXTUN AVENUE F O + , w BAKERSFIELD, CA 93301 OF CAi-�F I 000 V) REVISIONS Iz H 1 O No. DA TE DESCR/P 77ON P STREE fr , 10 1 1013113 REVISE NOTES PER ADDENDUM #1. 'z W 0 FLONA �� 2 10125113 REVISE NOTES PER ADDENDUM #5. ' O � �---- - 2 3 4 00 3 / / Q R �- �7 ` M.H. W 85+00 W » ,.. g+00 W Z W 8 -- -- _°° CONSTRUCT/ON NOTES Q _R ���F 1-1 INSTALL CURED-N-PLAX PIPE UNER P& STAMMRO 0-fif 6F RE w w 8 2 PER THE SPECIAL PROVISIONS; SECTION 7-1.24. \8"00 2❑ APPLY PROTEC71W LINING SYSTEM 69V6ffiWflW SMON 500-29 OF RE IMEAM wl PER THE SPECIAL PROVISYO % SECTION 7-1.26. ❑3 INSTALL MANHOLE FRAME; COVER, & CONCRETE PAD PER CITY OF BAKERSFIELD STANDARD PLAN N0. SW-2 & SW-6. ` ® RAISE Ea(ISANG MANHOLE Til GRADE. ❑5 (NEW REMOVE & REPLACE SEWER PIPE. 7W iWSP W PLAN UNLESIFFE TOS NOTEDMOTHERNSE) NG SIZE dr MATER/Ac Qr AL �! HORIZ 1=40' VERT 1 =4' 1 1 85+00 86+00 87+00 88+00 89+00 0 N U O GENERAL NOTES 400 400 1. ALL UTILITY LOCA WIVS WOW ARE APPROXIMATE ONLY, SUPPLIED BY HE AND NPRESENT THE BEST VARIOUS U77LITY COWAN/ES RN�RESPONSIBIUTY FOR LOCA 77NG U17UAES IN THE RELD /S THE CON TRAC70R'S 2. SURVEY POINT ELEVA TIONS 910WlV ARE APPROXMMA TE ONL Y, & ARE PROVIDED AS BEST POSSIBLE. RNAL RESPONSyBIUTY 395 395 OF VERIRCA liON & ACCURACY IS THE CONIRACIM'S 3 NE A POR RY SEWER BYPASS SYSTEM ACM MALL BE RE.7MME FOR PROWN 7-/NG 2 s w OF RE w PER NE SPECIAL PR0V1S10N� SE'C11GW 7-1.25. 390 390 m -J,L Y-J 4. THE CONTRACTOR SHALL CONSDER PUBLIC CONVENIENCE• AND SAFETY WHEA1 SELECTING LOCA n0N FOR PLACEMENT OF BYPASS PUMP. NO PUMP SMALL BE WITHIN 10 FEET OF A PEDESTRIAN PATH OF TRAVEL 5. BYPASS PIPES MOSSING LOCAL STREFT.S AND PRIVATE 385 3 8 5 DRIVEWA Ys SHALL BE PLACED IN A SHALLOW TRENCH, TEMPORARY A. C. PA� Of? N AL TERNA 17W MEMOD a� APPROVED BY THE Cl TY OF BAKERSt7ELD. 0 W PROFILE CONFORMED SET z SEWER PLAN & PROFILE-1 File Nome: BASE_EOK205.dw Drown: DP ' O CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARMENT Job No.: E1K205 Engineer: BM SEWER REHABILITATION SHEET N0. Date: 12/13/13 Checked By. 11J ,� 'P' STREET TRUNK SEWER 13 OF 14 0 1 2 3 � N O N N h of co 8;` �o o� APPRo>6Al >F Exlsnac X91 X96 of � � PA VExlE7V T GRADE 67 LF EXISiG 33" RCP II �� ®S=0.28% _.. 33" RCP ®S=0 37% �� 133 LF EX/SiG 3 RCP ®S=0.37 148 LF EXIS �� � z o v�Qi W O CITY OF BAKERSFIELD, CALIFORNIA J dwEmiqkqh 1 Where incoming and outgoing I -Pipe or conduit i 4.0' (L2rr�J-M� i �- - ,4.5' (1.4m) Max,- r - ASTM D 7311 a o I size, extend lower halves of (or ASTM D1557, Method C) for trench width greater than LO' (0.3m). NO TES: U trench width is less than 1.0'(0.3m), backfill with 2 sack slurry. 1. Backfill for Rigid Pipe. sewers 8.0" (0.2m) beyond Bockfill material within the pipe zone shall be free of hbility of the Developer / Subdivider / Contractor. The number deleterious materia/ and shall hove a Sand Equivalent of not and location of the tests shall be determined by the City i inside of wall and shape ` Shelf 6 Sieve Size Percentage passing listed in Section 6-301 of the Standard Specifications (or transition channel between ASTM D1557, Method C) 4 0' Dio. (Q45m) t5both ends of lower halves of pipes. (l1m) � " L�k73s ' �•� .r.. ' 4; dwEmiqkqh 1 Where incoming and outgoing I -Pipe or conduit E sewers in a manhole vary in ASTM D 7311 a o I size, extend lower halves of (or ASTM D1557, Method C) for trench width greater than LO' (0.3m). NO TES: U trench width is less than 1.0'(0.3m), backfill with 2 sack slurry. 1. Backfill for Rigid Pipe. sewers 8.0" (0.2m) beyond Bockfill material within the pipe zone shall be free of hbility of the Developer / Subdivider / Contractor. The number deleterious materia/ and shall hove a Sand Equivalent of not and location of the tests shall be determined by the City i inside of wall and shape ` Shelf 6 Sieve Size Percentage passing listed in Section 6-301 of the Standard Specifications (or transition channel between ASTM D1557, Method C) 4 0' Dio. (Q45m) t5both ends of lower halves of pipes. (l1m) This backfill material shall be placed in not to exceed one ri .Sher /oyer is placed. ri its alignment and grade. Each /oyer shall be thoroughly comp- 7. For pavement patches within paved areal see standard 1 Where incoming and outgoing drawing ST -12 in this design manual. properly compacted /o springline prior to proceeding. sewers in a manhole are of I o E the some diameter, the top J half of pipe shall only be removed between walls and the broken edges shall be plastered smooth with PLAN AT SURFACE cement mortar. PLAN AT BOTTOM P.C.C. slob not to be poured until R=0.5' paving is in place. Slob and lid (12mm) to be 0.125' to 0.25" (3mm to 6mm) below new finished paving. 2.0" Min. 8.0' Min. (50mm) (0.2m) NO TES: h O 2:1 Mortar, ` L Alf work shall conform to the applicable sections of the Dry Packed specifications entitled "Standard Specifications, State of 2.0 Min. California, Department of Transportation ; approved 0.6m current edition. 2. All unlined manhole pints shall be filled with Kent seal or approved block mastic equal. Inside of manholes must be mortared and neatly raked or wiped on inside of pipe. 3 Pre cast reinforced manhole sections shall be constructed in accordance with the provisions of ASTM C-478, current edition. 4. All sewer manholes; for sewer lines larger than 18' (0.46m) in diameter, shall be lined with 'T -Lock' a approved equal. 4.0' Dia. (1.2m) 5. Concrete pad shall be cured with a while pigmented curing compound as per section 90-7.018 of the standard specifications Shelf slope is 8.33% 6. See standard drowing SW -6 for frame, cover, and drop manhole details " 7. All channels shall be smooth finished with steel trowel. 4.0 Min. Shelf shall be broom finished for slip resistance. 'i (01) $ •'h 14 FILENAME: SW-2REV i f .mm)' ? a; - ( : concrete °ATE 6/2/99 (230 STANDARD DRA.. JCU 4.69' A43m) I Special J Aggregate SECT/ON (Calcareous) 26.25' (0.67m) 25.25' (0.64m) 1.5' (40mm) h 1.375' 1 j (35mm) See Detail A" 2.0' (0.6m) Clear Opening ;� E 32.5' (0.83m) £' SECTION A -A 1.5" (40mm) self draining blind pick hole NO TES: LO' (25mm) pattern letters, 0.125' (3mm) high 2.0" (50mm) pattern letters, 0.125" (3mm) high l A I -- See note 11 LO" (25mm) pattern letters, 0.125' (5mm) high. Location for country of origin L All homes and covers shall be tested for accuracy of til and shall be marked in sets prior to delivery. 2. The seats of frames and bearing faces of the covers shall be machined for a smooth non -rocking fit between the two costings. J. Castings shall be thoroughly cleaned and dipped twice in a quick -drying, tet -block asphaltic compound to provide o protective coating. 4. All homes and covers shall be gray cost iron, free from warps cracks holed swells and cold -shot, and shall hove a workmanlike finish. Highway loading should be HS 20-44. 5. Costing shat/ conform to the provisions of the specifications for gray -iron coslin94 serio/ designation ASTM. • A-48 (latest revision), Class No. 30B. 6. The name of the manufacturing company shall be on the underside of the cover. 7. Manhole frame shall weigh not less than 110 Abs. (54kg) nor more than 250 lbs (113kg). The cover shall weigh not less than 110 lbs (54kg) nor more than 100 lbs (91kg). 7 8. Manhole covers shall have a self draining blind pick hole unless otherwise opproved by the City Engineer. L 0' (0.3m) 10.5' (0.27m)0.75(10mm) 0.615' (15mm) 3.0' (75mm) IT " o 10.0. C/eor Opening 0.5' (13mm) 17* (0.43rn) SECTION B -B 0.5' (15mm) note 11. 1.0" (25mm) Did. center hole t CLEANOUT 1/32' (lmm) -►I �- 10.5' (0.27m, Toper Frame (15mm) pattern 0.125" (3mm) high DETAIL "A" Machined Surfaces 9 The 2.0" (501nm) pattern letters on the manhole covers shall have one of the following designations' ORA/N or SEWER 10. Assembly shall be designed for highway loading of HS 20-44. It 2.0' x 10' (50mm x 25mm) diamond mat 0.125" (5mm) deep. FILENAME: SW-6REV PUBLIC WORKS DEPARTMENT File Name: BASE_EOK205. Job No.: E 1 K205 Date: 9/16/13 Class A' Portland Cement Concrete. Color and finish to match pcent pavement. Sowcut ad Existing a' Portland Cement g : ; 'f Concrete LZ 4 "(7m) 30. Ashpoltic Point Binder Asphalt Class 11 Aggre PA TCH IN ASPHAL T CONCRETE SURFA 0.4' (0.1m) Ashpalt Concrete Surfacing Asphaltic Point Binder Existing road mixed surfacing O O O O Select Material (it required) 0 0 0 0 0 1=1 1= _==111= = I I Mi I S I I -I I M I I-1 11-1 MI I IM 11-1 I M I-1 I M III -III -I 11=1 11=1 11=1 11=1 Bockill PA TCH IN ROAD MIXED SURFACE Select Material (if required) Bockfil PATCH IN CONCRETE SURFACE AShpoltic Point Binder Existing Ashpolt Concrete Pavement Povenien/ Backfill compacted to 95X relative compaction in roadway areas from 3.0' � (0.9m) beyond back of curb, excluding all but the outer 1.0' (0.3m) of the median areas and in olleys, within the existing, accepted roadway improvements _ Backfill compacted to 9OX relotive - c compaction in all other areas o Ig t �a Backfill in pipe zone compacted to 90X relative compaction. Backfill material within the pipe o, zone to conform to notes 1, 2 ,4b and 3. •• a •• For public utilities , construction requirements as per the Public Utilities Commission General Orders each side NO TES: i. All workmo nsho and malerfols shill conform to the requirements set forth in the Standard 4pecifkolion4 Stole of Chilbmig Deportment Of Tronspor/ativn , oparoved current edition. 1. Sowculs shall be mode parallel or at right angles to the centerfne of the street. 3 Depth of select materiel if required, shall be determined in the field by the engineer. 4. Patches less than 1.0' (0.6m) ham existing potcheg edges of po ent, or gufler shall be extended to whdude the intermediate isolated stip of existkhg pavement. 5 Mininurn patch width shall be 2.0' (04n) at its smallest dknensio , unless otherwise allowed by the city engineer. 6. Reference standards ST -13 and ST -14 /or compaction requirements 7. Far patch in osphalt concrete unless otherwise allowed by the city engineer.• A, local streets mhnxnum 0.4' (aim) asphalt concrete over 0.5' (0.15m) pass 11 aggregate base B. Arterial and collector streets minxnum 07' (0.1m) asphalt concrete over LO' (03m) Ooss N aggregate base FILENAME: ST-12REV rfi* l lade • Depth varies depending on the 1 street's Traffic Index (TI). See Table 9' below Street Ze TABL anTRAFFLC INDEX DEPTH 3.0 - 5.0 1.2' (0.3m) 5.5 - 6.5 l.5' (0.45m) .0-80 2.0' (0.6m) 85 OR MORE 25' (0.75m) Backfill compacted to 9OX relative compaction IUpper limit of pipe zone shall be 10' (0.3m) above top of pipe bell or the outside diameter of plan end pipe. Hounching 6.0" (0.15rn Bedding Malarial /or I -Pipe or conduit fI "ble P�'oe as per 4. Testing of bockfill materio/s shall be in accordance with the ASTM D 7311 tests listed in Section 6-3.01 of the Standard Specifications, QASS i &,rw /G (or ASTM D1557, Method C) for trench width greater than LO' (0.3m). NO TES: U trench width is less than 1.0'(0.3m), backfill with 2 sack slurry. 1. Backfill for Rigid Pipe. 5. Compaction tests will be required and shat/ be the respons- Bockfill material within the pipe zone shall be free of hbility of the Developer / Subdivider / Contractor. The number deleterious materia/ and shall hove a Sand Equivalent of not and location of the tests shall be determined by the City less than 10 and shall conform to the following grading: Engineer. The tests shall be in accordance with the tests Sieve Size Percentage passing listed in Section 6-301 of the Standard Specifications (or 3/4" (10mm) 100 ASTM D1557, Method C) No. 4 35-100 (Q45m) t5both No. 30 20-100 6. Each /oyer of bockfill material shall meet the compaction, This backfill material shall be placed in not to exceed one sand equivalent and gradation requirements before the next loot (1.0' loose)(0.3m) layers, simultaneously on each side of the /oyer is placed. pipe in such a manner as not to damage or disturb the pipe on its alignment and grade. Each /oyer shall be thoroughly comp- 7. For pavement patches within paved areal see standard acted by mechanical tamping. Backfill material shall be drawing ST -12 in this design manual. properly compacted /o springline prior to proceeding. 2. Backfill for flexible pipe. TABLE "A" Pipe and fittings shall be installed in accordance with the current ASTM specification D-2321. Only Class l and 8 embedment materials within the pipe zone will be considered suitable. Within the pipe zone, water flooding and fetfing shall not be used for bockfill compaction for flexible pipe. The bedding and hounching shall be hand placed to the Spring line of the pipe and properly compacted. For sewer mains Coss l bedding is required for bedding and hounching. Care shall be taken not to dislocate the pipe. The remaining bockfill in the pipe zone shall be hand placed and compacted in lifts not to exceed 6.0' (0.15m) thickness. Backfill materia/ shall be properly compacted to springline prior to proceeding The /pl/Orrina sial/ co0y for trench ridthx AN GREATEST TAMING QASS i &,rw /G AAWNStOht OR SCURRY l.0'(Q3mj or less t•0 Q3m rider 0 7Smm rider h Sides both Sides T0(Q3mj wider, aL0" (h tsrn) wider Io0.03d6u both skFes skres ?.0 (Q6�n j o► mot's (Q45m) t5both 1.0-(Urn) rider srdewiders Doth sides FILENAME: ST-13REV 3. Bockfill material above the pipe zone shall be free DATE of deleterious material and lumps or stones exceeding STANDARD 6/2/99 4.0' (75mm) in greatest dimension and shall be DRAY" dcu placed in not to exceed one foot (1.0' loose) (0.3m) TRENCH BACKFILL CHECKED layers and each layer shall be thoroughly compacted AND COMPACTIONScaE M. SHAW by mechanical tamping. RFOIJIRFMFNTS N.T.S. Drawn: DP Engineer: BM Checked By QRpFESS/0/V pEAN R �. f rr Cl) REGISTERED CI VlL N GlN ER 0 46803 A * Exp. 6-30-15 Cl TY OF BAKERSFIELD 1501 TRUX TUN A VENUE qTF CIV I�' BAKERSFIELD, CA 93,301 OF REVISIONS No. DA TE DESCRIP TION 37 471 ++..+Rowro�ffiwwr�msarama.� a...ay.�•"y,.v,e�rr.,.a�.� � CONFOORIVIED ew-aaccw�+fi 4,f�l�t �ao.�•€�a�>,rs„� y STANDARD DETAILS SEWER REHABILITATION 'PSTREET TRUNK SEWER C SHEET NO. 74 OF 74 1 2 3