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HomeMy WebLinkAbout6.2-617 Record DrawingLIST OF DRAWINGS (FILE.- BASE�OK205.dw v (pM1f'j]V77 v (0co))]VIni ICE)l i 9� SHEET l 717LE SHEET SHEET 2 LOCATION MAP z5t3 SHEET 3 SEWER PLAN &PROFILE -GASTRO LANE TO STA 28+75 SHEET 4 SEWER PLAN &PROFILE -STA 28+75 TO STA 38150 SHEET 5 SEWER PLAN & PROFILE -STA 38150 TO STA 48125 SEWER REHABILITATION SHEET 6 SEWER PLAN &PROFILE—STA 48+25 TO STA 58125 SHEET 7 SEWER PLAN &PROFILE—STA 58125 TO SOUTH CHESTER AVE SHEET 8 SEWER PLAN &PROFILE—STA 9170 TO STA 15+25 MING A VE: FROM GASTRO LANE TO SOUTH CHESTER AVE SHEET 9 SEWER PLAN &PROFILE -STA 15+25 TO STA 24+25 SHEET 10 SEWER PLAN &PROFILE -STA 24+25 TO STA 35140 BRUNDAGE LANE: FROM 'A' STREET TO CHESTER AVE SHEET ff SEWER PLAN &PROFILE -STA 35+40 TO CHESTER AVE SHEET 12 STANDARD DETAILS BENCHMARK SEE SHEET 2 CITY STANDARDS SW -2, SW -6, ST -12, & ST -13 STATE STANDARDS NOT APPLICABLE CONVENTIONAL SYMBOLS --------EASEMENT -- -- RIGHT-OF-WAY - - CEN7ERLINE RAILROAD TRACKS X CHAIN LINK FENCE EXIST. CURB & GUT7FR ----------------------------- EXIST. A.C. FLOWLINE _______%/�--------- z _- EXIST. EDGE OF PA VEMENT GUARDRAIL IMPROVEMENTS LOCATION MAP NOT TO SCALE RESNO o UTILITY SYMBOLS W W EXIST WA TER LINE •LOS ANGELES S EXIST SEWER LINE Q G EXIST GAS LINE SD EXIST STORM DRAIN OH EXIST AERIAL E EXIST UNDERGROUND LINES POWER LINE TV EXIST UNDERGROUND T EXIST UNDERGROUND TV CABLES PHONE LINE 0 EXIST OIL LINE FO EXIST FIBER OP77C LINE M.H. F.H. 0 EXIS77NG MANHOLE ,� FIRE HYDRANT P.P W.M. M POWER POLE C WA 7ER ME7FR W.V. EXIS77NG MONUMENT Da WA 7E"R VALVE F001FUTURE MONUMENT ®M GAS METER S.L. G.V. 3 STREET LIGHT Da GAS VALVE STREET LIGHT W/MAST ARM $ BENCHMARK C.O. CLEAN OUT NEW MANHOLE LOCATION MAP NOT TO SCALE RESNO o W •LOS ANGELES r�•. vJ SAN DIEGO Q LU STATE OF CALIFORNIA o NO 7E:• p THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSE: � 11 C.L.44SS :4 s NOTE. THE CONTRACTOR SHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA 770N. f w U PROJECT LENGTH QRpE ESS I,v DEAN R F CD rn C 46803 * Exp. 6-30-15 y� ��9TF c V t OF CALF 0 1.49 MILES 0 w J 0 APPROVE© BYE �( U NICOLAS FIDLER, R.C.E.. 61069 EXPIRES 12-31-14 DATE PUBLIC WORKS DIRECTOR Q APPROVAL RECOMMENDED BY: POSITION CURRENTLY VACANT , ASSISTANT PUBLIC WORKS DIRECTOR DATE I Q CIVIL ENGINEER IV —DESIGN ENGINEERING DATE :J ` 7f2-9'�itf w CITY RECORD No. TRAFFIC ENGINEERING DATE SEWER REHABILITATIONw 1 Job No.: E31<205MING AVE-" FROM CASTRO LANE TO SOUTH CNO AVENUE of File Path: K: \LDD—ENGINEERING\2012-2013\EOK205 & EOK2C6—Ming Ave 8c Brundage Ln Sewer Rehabhab File Name: BASE_E3K205.dwg BRUNDAGE LANE FROM 'A' STREET TO CHESTER AVENUE 12 lu --- -- SHEETS (%, re QRpFESS /0Nq DEAN R �. REGIS TE ED (-,W-ILJNGINEEP E C 46803 BRUNDAGE LANE LIMITS OF * Exp.6-30-15 SEWER REHABILITATION 1501 TR X UN A VBAKERSFIENUE ELD F -9T CIVIL � SEE SHEETS 8 TO 11 BAKERSFIELD, CA 93301 OF CA�� REVISIONS No. DA TE DESCRIPTION W cr W = W IX SCALE: l"-J00' f5 w cn J Z o a �G��P F=- � m a v m im1L 4c� 7*" /! Li � Jll .. ~ - BRUNDAGE LA 14= 1.'� 58 FREEWAY 4 d- �' BRUNDAGE LANE LOCATION BENCHMARK O A' STREET TO CHESTER AVENUE TOP OF CONCRETE MONUMENT IN LAMP HOLE 100' WEST OF INTERSECTION OF 'A' ST & BRUNDAGE LANE ELEV = ;391.93, CITY DATUM 0 0 BASIS OF BEAR/NG MONUMENT TO MONUMENT 'A' STREET TO 'F' STREET S 89' 0'57" E w MING AVENUE LIMITS OF SEWER REHABILITATION LOSEE SHEETS 3 TO 7 O N V W W' Q mQ F_ I t J1 / Oy W (n O ii w cn gM 3 U m Q N t11 :::jJj MING AVENUE —:47 Q z g o 0 W W O N = V O W `" 0 MING A 1/E L OCA TION BENCHMARK N W GASTRO LANE TO SOUTH CHESTER A VE TOP OF CONCRETE MONUMENT IN LAMP HOLE INTERSECTION OF MING AVE & CASNO LANE ELEV. = 388.68, CITY DATUM o N BASIS OF BEAR/NG - MONUMENT TO MONUMENT CASNO LANE TO HUGHES LANE S89'19"41"E z m w Li z c� z PROJECTL010"6ATION MAPS V CITY RECORD No. File Name.-BASE—EJK205 Drawn: DP SEWER REHABILITATION SHEET NO. CITY OF BA KERSI cIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No. EJK205 & EJK206 En gin e er: BM Date: 5/5/14 Checked By.' MING AVENUE AND BRUNDAGE LANE 2 OF 12 0 1 2 3 �a N 390 385 :I 375 370 � � W_ W ' N N N N Q EXISTING GUTTER w Q Q� QQ Q i Nv, FLOKINE `�' Q `�'- i I ---RIWLO + -- .. - - - � __._ - - _.._ __...__,.. __......_. __ - ....,..- _._,,,-..- ......-..-...___. ___. _ - _ -.-A 00 � N 4 4 1 STREET C 4 1 < d- _ �w � - - - - 21+00 - - 22+00 - - 23 n_- - - _ __ 1.1 - Y� - 0' _ _ _ _ _ w _ �_ 00 4 EXISTING MEDIAN ISLAND -TLP. 5 EX/STING 27"0 PVC Z W 5 4 MING AVENUE 4 Q /N 30" RCP SEWER LINE 4 5 J V) T TOz_ < o V j Z N TO �� I I F— U §:�ab��r, �Z PLAN �' W Ii��ijf\R9 m HORIZ 1 "-40' VERT 1"-4' 7 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 CITY OF BAKERSFIELD, CALIFORNIA 0 PROFILE PUBLIC WORKS DEPARTMENT File Name. EOK205 Job No.: EOK205 Date: 5/5/14 Drawn: DP Engineer.' BM Checked By.• • 01 • 375 370 00ESS/0N� • ����o O DEANJV REGIS FRED Cl VI L EN GIN' R C 46803 * Exp.6-30-15 yt CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF ��VIL BAKERSFIELD, CA 93301 CALIF REVISIONS No. DA TE DESCRIP TION c1 o. 1 >( / / 471 / / CONSTRUCT/ON NOTES 1� REPAIR DAMAGED M01V PVC LINER BY CONSTRUCTING NEW COWCRETE STRUCTURE, TYPE A SEWER MANHOtE PER SECAON 7-1.13 OF THE SPECIAL PROW901VS 21 THIS ITEM DELETED a THIS ITEM DELETED ® APPLY EPDXY MASTIC PROIE'CT)VE LINING SYSTEM TO ALL NEW AND M77NG SEWER MANHOLES PER SEC7701V 7-1.14 OF THE SPECIAL PROVISIONS. 5� ADXST TO GRADE MANHOLE RINGS, FRAME AND COVER PER CITY OF BAKERSFIELD STANDARD PLAN N0. SW -6. INSTALL STANDARD SEWER MANHOLE CONCRETE PAD PER CITY OF BAKERMEL.D STANDARD PLAN NO. SW' -2. GENERAL NOTES 1. ALL U77LITY LOCA7701VS SHOWN ARE APPROXIMATE OWL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIB/UTY FOR LOCATING U77U77ES IN THE RELD IS THE CONTRACTCR'S 2. SURVEY PONT ELEVATIONS SHOWN ARE APPROXIMATE ONLY, do ARE PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VFRIMA TION & ACCURACY /S THE CONTRACTOR'S 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TEMPORARY SEWER D/ VERSON DURING MANHOLE CONSTRUCTION ON MING AVENUE. 4. THE C010RAC70? SHALL VERIFY THE LOCAAON OF THE DAMAGED 27" MON PVL SL/PUNER SEGMENT PRIOR TO EXCAVATION AND CUT77NG THE EA'IS77NG 30' HOST RCP. 5. THE MON 27" PVC-gJPUNER LOCATED WITHIN THE EXISTING 30" RCP SHALL BE PRO]ECC7ED IN PUCE. SEWER PLAN & PROFILE SEWER REHABILITATION, MING AVENUE CASTRO LANE TO SOUTH CHESTER AVENUE j - / '7 CITY RECORD No. U SHEET No. 3 OF 12 1 T- 2 3 N WaC ,6 � w Q. CC A 00, � z Q Q t W ��� �� �� Q W 0 -13 �Oe APPROXIMA 7F EX/S77NG �QQ �I PAVEMENT ---- GRADE---------- ----- I I -- --- II CI A II II I I II I1 II a5 � I II II L _ I . ,— ..w.. �.. — M._... ---- .._.... — — _ — — ....� — — — V..... ---- — i � �y�°c� �� - °��' II \ -..-...._.. _._ _.._ - ._....w.�. - .,._..-....�....... ® ._,.. - _..W._..m - ._.......... _.. ...... — - _ -----J I__. 298 LF XIS77NG 27" VYLO PVC IN JO" RCP 0 S=-0.119 20 LF EXISTAIG .r--- __............_..._ .�... ,_... _._, ..�._, — ..._..,,M„ ,-.._...... _ .- .................._. — ._.. — ...,.,......_, ._... _ _ m — R P 0 S=-0.119' RCP ® S=- .1194uu Lr AlDilivu Z7" V�tON PVC W M" RCP Z>= -U.7776 CITY OF BAKERSFIELD, CALIFORNIA 0 PROFILE PUBLIC WORKS DEPARTMENT File Name. EOK205 Job No.: EOK205 Date: 5/5/14 Drawn: DP Engineer.' BM Checked By.• • 01 • 375 370 00ESS/0N� • ����o O DEANJV REGIS FRED Cl VI L EN GIN' R C 46803 * Exp.6-30-15 yt CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE qTF ��VIL BAKERSFIELD, CA 93301 CALIF REVISIONS No. DA TE DESCRIP TION c1 o. 1 >( / / 471 / / CONSTRUCT/ON NOTES 1� REPAIR DAMAGED M01V PVC LINER BY CONSTRUCTING NEW COWCRETE STRUCTURE, TYPE A SEWER MANHOtE PER SECAON 7-1.13 OF THE SPECIAL PROW901VS 21 THIS ITEM DELETED a THIS ITEM DELETED ® APPLY EPDXY MASTIC PROIE'CT)VE LINING SYSTEM TO ALL NEW AND M77NG SEWER MANHOLES PER SEC7701V 7-1.14 OF THE SPECIAL PROVISIONS. 5� ADXST TO GRADE MANHOLE RINGS, FRAME AND COVER PER CITY OF BAKERSFIELD STANDARD PLAN N0. SW -6. INSTALL STANDARD SEWER MANHOLE CONCRETE PAD PER CITY OF BAKERMEL.D STANDARD PLAN NO. SW' -2. GENERAL NOTES 1. ALL U77LITY LOCA7701VS SHOWN ARE APPROXIMATE OWL Y, AND REPRESENT THE BEST INFORMATION SUPPLIED BY THE VARIOUS UTILITY COMPANIES. FINAL RESPONSIB/UTY FOR LOCATING U77U77ES IN THE RELD IS THE CONTRACTCR'S 2. SURVEY PONT ELEVATIONS SHOWN ARE APPROXIMATE ONLY, do ARE PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY OF VFRIMA TION & ACCURACY /S THE CONTRACTOR'S 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TEMPORARY SEWER D/ VERSON DURING MANHOLE CONSTRUCTION ON MING AVENUE. 4. THE C010RAC70? SHALL VERIFY THE LOCAAON OF THE DAMAGED 27" MON PVL SL/PUNER SEGMENT PRIOR TO EXCAVATION AND CUT77NG THE EA'IS77NG 30' HOST RCP. 5. THE MON 27" PVC-gJPUNER LOCATED WITHIN THE EXISTING 30" RCP SHALL BE PRO]ECC7ED IN PUCE. SEWER PLAN & PROFILE SEWER REHABILITATION, MING AVENUE CASTRO LANE TO SOUTH CHESTER AVENUE j - / '7 CITY RECORD No. U SHEET No. 3 OF 12 1 T- 2 3 Q?,CjV S / SN Q ��F� O pEAN Rq�` f2 Q 0 Q ��y REGISTE EO CI UIL NG NEER C 46803 Exp.6-30-15 �! Z CITY OF BAKERSFIELD q� CIVIL N 4 j 1501 TRUXTUN A VENUE F 0� BAKERSFIELD, CA 93301 OF CALF EXISTING GUTTER Z, I� FLOWLINE I ,..� Q REVISIONS � (tall � � � I � Q `'� W � No. DATE DESCRIPTION f I� �qzw II I R W ®; -- I ( i R W 00 CO MING AVENUE STREET C 4 j Q LOCO 3 W_ _ -2 Go _ - 30 00" _ _ _ _ _ _._.._......._. - ._..,....._. _ _ - - 0 � w - - _ G_ - w _ - ®_ _ � W = f --� _ _ — — — 31-� — — —— — �{- �- 33-00, 34 0� 0 S S - _ - - - — - - 5 00 - - - 3& QO - 37 00 - 38 00 - W 4 LLJ Z LLJ w -- -------- -� LLJ EX/STING MEDIAN ISLAND- EXISTING 27*90 PVC Z W U) AND 1YP. - %: 5 /N 30" RCP SEWER Ll E 5 J (W C) U 1 T -- -- -- -- w----- -- -- 1 r1 - ¢ �\CONSTRUCT/ON NOTES (( f1❑ REPAIR DAMAGED VYLON PVC UNER BY CWSTRUC77NG NEW 11 CZ, � CONCRETE' STRUCTURE, TYPE A SEWER MANHOLE PER cZwc, SECTION 7-1.13 OF THE SPECIAL PROVISIONS I 4 Q THIS ITEM DELETED i I a THIS ITEM DELETED U �l 4 APPLY EPDXY MAS77C PROTECII VE UNING SYSTEM TO ALL NEW AND EAIS77NG SEWER MANHOLES m PER SECTION 7-1.14 OF THE SPECIAL PRO WSONS �E Ffl ADWST TO GRADE MANHOLE RINGS FRAME AND COVER PLAN HORIZ 1;40' PER CITY OF BAKERSf1ELD STANDARD PLAN NO. SW -6. a VERT 1'64' INSTALL STANDARD SEWER MANHOLE CONCRETE PAD N PER CITY OF BAKERSFIELD STANDARD PLAN N0. SW -2. 0 N 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 35+00 390 GENERAL NOTES 390 N 1. ALL UTILITY LOCA(IONS SHOWN ARE APPROXIMATE ONLY, THE VARIOUS 77 TY COMPANIES AND REPRESENT ME BEST R77ON SUPPLIED BY N L RESPONS/B/UTY FOR LOCATING UTILITIES IN THE RELD IS THE CONTRACTOR'S m 2 SURVEY POINT ELEVA7701VS SHOWN ARE APPROMMATE ONLY, 385 385 & ARE PROVIDED AS BEST POSSIBLE. FINAL R£SPONSINUTY a OF WRIMA77ON & ACCURACY /S THE CONTRACTORS .3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TEMPORARY SEWER DIVERSION DURING MANHOLE CONSTRUC770N ON MING AVENUE. A THE CONTRACTOR SHALL VERIFY THE LOCA TON OF THE c 380 DAMAGED 27' VYLON PVC SUPUND? SEGMENT PRIOR TO 380 EXCAVA77ON AND CUTTING THE EXISTING ,30' HOST RCP. 5. THE MON 27' PVC SLIPUNER LOCATED WITHIN THE EXIS77NG 30' RCP SHALL BE PROTECTED IN PLACE. m � 375 3 75 Q Q0 370 w 370 0 W PROFIL E O Tj Lz� N I N O N C� Z W �f d z SEWER PLAN & PROFILE w CITY RECORD No. o I File Name: EOK205 Drawn: DP SEWER REHABILITA TION MING A VENUE SHEET NO. CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: EOK205 Engineer. BM Date: 5/5/14 Checked By. I{/' CASTRO LANE TO SOUTH CHESTER AVENUE 4 OF 72 1 1 1 1 1 1 7 0 1 2 3 Q� 0 APPROX/M lE EXISTING COQ PA YEMEN GRADE 00 � l I1 Q 1 �I o ¢ 1 � � 6I 20 LF EXISTING 3 "RCP ®S=-0.11 - \ - _,,,,, ----- _..---- ----- -- -- �---- ----- 418 LFEXlS11N 27" PVC IN 30� CP ®S=-0.119 349 LF ISTING J0 RCP S=-0.119 Q,pF ESS/oNq DEANvie � re 4-- R �. 6 w # R GISTERED CI1/IL NGIN ER C 46803 W # * Exp.6-30-15 � 1 ;;t 0 1 CITY OF BAKERSFIELD `req CI VIS- ,� Q f o z 1501 TRUXTUN AVENUE TF N �•1 # BAKERSFIELD, CA 93301 OF CA��F�¢ `') o EXIS77NG GUTTER 14-1-11FLOWLINE Q Q REVISIONS Q w W 1 No. DA TE DESCR/P TION 00 �- -- ► i __ I co F- i I I MING AVENUE 4 S7REET C 4 a F- 3 // I (-r F-- _ S D _ 40 00 _ 41 +� 00 — 42 0$ 0 _ — _43 00 — 44 00 — 45$ 00 46+00 _ — 47 00 _ 48 00 1 ( = S S S S (n W LLJ J 4 5 EX/S17NG 27H� PI/C /N 30" RCP 5 z W V) [ SEWER LINE --� (n U j — T T 1= 'R w_ ' -'` CONSTRUCTION NOTES ! 1F REPAIR DAMAGED VYLON PVC UNER BY CONSTRUCANG NEW CONCRETE Q 1 ,�'C1TON 7-13 OFRTHHE SPECIAL PROVISION MANHOLE PER cv c� C40 O J a THIS ITEM DELETED 1 Z Q 1 Q THIS ITEM DELETED ca� W ® APPLY EPDXY MAS77C PROTFCAVE UNING SYSTEM Rq TO ALL NEW AND ENSANG SEWER MANHOLES PER SECAON 7-114 OF THE SPECIAL PROWSIONS. PLAN AD.VST TO GRADE MANHOLE R/NGS FRAME AND COVF PER CITY OF BAKERSfT£LD STANDARD PLAN N0. SW=6. HORIZ 1"-40' INSTALL STANDARD SEWER MANHOLE CONCRETE PAD VERT -4 PER CITY OF BAKERSFIELD STANDARD PLAN NO. SW' -2. 0 N 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 D GENERAL NOTES LCS 390 390 1. ALL UAUTY LOCA AONS SHOWN ARE APPROXIMATE ONLY, N AND REPRESENT THE BEST INFARMA770M SUPPU£D BY E VARIOUS U77UTY COMPANIES FINAL RESPONS/B/UTY �I FOR LOCA ANG UAUAES /N THE RED IS THE CONTRACTOR S Cl) 2. SURVEY POINT ELEVA AONS SHOWN ARE APPROX/MA lE' ONLY, 3 8 385 & ARE PROVIDED AS BEST POSSIBLE. FINAL RESPONS/B/UTY o OF VERIFICATION do ACCURACY /S THE CONTRACTOR'S 3 THE A TEMPORARY SEWER l VER901V ACTOR -WALL BE DING ANH� ONDING CONSNUCAON ON MING AVENUE. 4. THE CON7RACTOR SHALL VERIFY THE LXA77ON OF THE 3 8 O DAMAGED 27" VYLON PVC SLIPUNER SEGMENT PRIOR TO 3 8 0 EXCA VA AAN AND CUTTING THE ENS77NG 30" HOST RCP. 5. THE VYLON 27" PVC SUPUNER LOCATED WITHIN THE EXISANG 30" RCP SHALL BE PR07FC7ED IN PUCE. c m � 375 375 Q .c 0 z — — — — — — — — -- — — — — --- — — — — — — — — — — — — --- — --- — - — — — — — --- — — — — — — — — — w 370 370 0 w 0 PROFILE N C� Ti I N 0 N Z Z SEWER PLAN & PROFILE W CITY RECORD No. C::) File Name: EOK205 Drawn: DP SEWER REHABILITATION, MING AVENUE SHEET N0. CITY OF BAKERSFIELD, OA L IFORNIA PUBLIC WORKS DEPARTMENT Job No.: EOK205 En gin eer.• BM Date: s/s/i4 Checked By. CASTRO LANE TO SOUTH CHESTER AVENUE 5 OF 72 0 1 2 3 1 APPROXlM 7F EXlS1TNG PA AVEI/EMEN GRADE � OF �OQO COQ ----- ----------------•--------- --- --� ------------ ## ff ff ff ff ff ff ff ff ## ## ## ## ff ff ff #f ## ff ## #f ,� 304 LF E STING 27" VYLON VC IN 30'" RCP S=-0. �!9' 357 LF XISTING 27" VYL IN 30" RCP � --0. f1� QRpF ESS ION,q pEANF4- � 2 Z REGISTERED CI VIL NGINEE.- C 46803 * Exp. 6-30-15 N CITY OF BAKERSFIELD N = 1 1501 TRUXTUN AVENUE qTF �/ �`\Fp�� BAKERSFIELD, CA 93301 CA EXIS77NG GUTTER� i FLOWLINE Q c'1 RHVI SIOI VAS 1 w o 0 0 Q ``' `" `'' W No. DA TE DESCR/P 77ON c� c� ciN cv Qv 9 c� LO i I I I I N__ __ __ I R w I + _ -- -- - I -- -- -- I -- -- -- -- -- -- -- -- N LO LO Fa- 4/MING AVENUE 4 5 S7REET C < 3 // �W �w 400 — 50 0 — — 1 0 — 52 0 — — 53 00 54 00 5 00 56 0 — — — `_ "_ _ �' _58 pti w s — — — s — — — — — s _ �-' J (n SEWERNG LINE 0 PVC IN 30" RCP-E-r I EXIS77NG MEDIAN ISLAND Z W Ili "- -- --�— - CONSTRUCTION NOTES 0 0 0 I 11 REPAIR DAMAGED VYLAN PVC UNE? BY CONSTRUCTING NEW c� c� ctw Q-v COWCREX S7RUC7URE, TYPE A SEWER MANHOLE PER %• SE001V 7-1.0 OF 1N£ SPECIAL PROW90NS W 0 NIS ITEM DELE7ED J 1 W Q 1 Q THIS ITEM DELETED R9®APPLY EPDXY MAS17C PROTECTIVE LINING SYSTEM TO ALL NEW AND EVS77NO SEWER MANHOLES PER SEC7701N 7-L14 OF NE SPEaAL PROVISIONS PLAN HOR Z I't-40' F5 ADWST TO GRADE MANHOLE RINGS FRAME AND COVER Oa VD4T 11-4' INSTALL STANDARD SEWER MANHOLE CONCRETE PAD CITY AF BAKERST7ELD STANDARD PLAN N0. Sw-6. PER CITY OF BAKERSFIELD STANDARD PLAN N0. sw -2. 0 N 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 GENERAL NOTES 390 390 N I. ALL U77LITY LOCA 77ONS SHOWN ARE APPROX/MA7E ANL Y, W THE VARIOUS 77LITY COWPANIES RNAL RESPANSIBIUTY FOR LOCA 77NG U77U77ES IN THE RELD IS THE CONTRAC70R'S m 385 2 SURWY POINT & ARRE RO DED ASABEST POSS/BLELE. RNALS SHOW ARE PRONMA 7E RESPANSIBILITY� a 3 8 5 OF VERIRCA7701V & ACCURACY IS THE CONTRACTOR'S 3 THE CANIRACTAR S�IALI BE RESPGWS/BLE FAR PROVIDING A TEMPORARY SEWER DW-90N DURING MANHOLE CANSNUC770N AN MING A VENUE. 4. THE CONTRACTOR SHALL VERIFY INE LOCATION OF THE c 380 DAMAGED 27" MaV PVC SUPUNER SEGMENT PR/0R TO 380 EXCA VA 770W AND CUTTING THE EANING 30" HOST RCP. 5. THE VYLON 27" PVC SLIPUNER LOCATED W17HIN THE EXIS77NG 30" RCP SHALL BE PROTECTED IN PUCE. m 375 375 Q c 370 370 0 w O PROFIL E N I N O N Z W SEWER PLAN & PROFILE -j `� CITY RECORD No. File Name: EOK205 Drawn: DP SHEET NO. CITY OF BA KEf �'SI DIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: EOK205 En gin eer: BM SEWER REHABILI TA TION, MING AVENUE Dote: 5/5/14 Checked By. AI6 CASTRO LANE TO SOUTH CHESTER AVENUE 6 OF 12 0 1 2 3 W � w 6� APPROX/M 7F EXlS77NG �y — — — — — — — — — 0Q 0 ��,�q, ��, PA VEMEN GRADE II ii ii ii 406 L EX/ST/NG 27 PI/ IN 30" RCP ®S-----0.117. 238 LF EXISTING 27" PVC IN 30p R P ®S=-0.119' — - - � _... — � — — — — — — � — _,v. — — — — — — — — — 201 LF EXlS77N 27" PVC IN 30" CP ®S=-0.119' 412 LF EXIS77NG 27'° PVC IN 30' RCP C� S= 0.11q 390 LO 00<(0Ww — mw4 -117 T Q 0 W �I Q 385 Q a� ti 59+00 ,f I ' cisa �i 60+00 61+00 U ( I "--j -- -- IRIW - 62+00 (IS77NG 3010 V -WER LINE I I CIZV Qv PLAN 63+00 ABLE HARM =40' VERT f =4' 64+00 1 w NG MEDIAN ISLAND- TYP. REVISIONS No. DA TE DESCRIPTION 1 / / Gil 2 f lie EXISTING GUTTER FLOWLJNE f ec ('0W mac; (nW eco U)L y I W W W W 5 5 W MING AVENUE STREET f 5 APPROXIMA TE EXISTING — 6 0 _ 0__ ___ -_- _ ___--------5 __ --_6600 __-- __ ___ 65 _ -------- ®----------------------- ��-- -__._____--_- ---____ PA VEMENT RADE S S 390 LO 00<(0Ww — mw4 -117 T Q 0 W �I Q 385 Q a� ti 59+00 ,f I ' cisa �i 60+00 61+00 U ( I "--j -- -- IRIW - 62+00 (IS77NG 3010 V -WER LINE I I CIZV Qv PLAN 63+00 ABLE HARM =40' VERT f =4' 64+00 1 w NG MEDIAN ISLAND- TYP. 67 1 1 65+00 66+00 67+00 68 0� 0 REVISIONS No. DA TE DESCRIPTION 1 / / Gil 67 1 1 65+00 66+00 67+00 68 0� 0 CITY OF BAKERSFIELD, CALIFORNIA PROFILE PUBLIC WORKS DEPARTMENT File Name. EOK205 Job No.: EOK205 Date: 5/5/14 Dra wn: DP Engineer: BM Checked By.• 390 385 37 370 QROFESS/ON9 O 'D AN R11 11el-I q�� Fac � 2 Z REGI S T ED CI lL GINELfPC 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE �� Cl���' BAKERSFIELD CA 93301 F OF REVISIONS No. DA TE DESCRIPTION 1 / / 2 y W W W W W APPROXIMA TE EXISTING PA VEMENT RADE �o xQ1 40\ — ----- ------ /—!' ----.— ----- ------ ------ �°QI 28 LF EXISTING 27 PVC /N 30 RCP 22 LFEXlSTlG27"PVClN30 RCP 0S= 0.119' 0S=-0.119' _._. — ._........ — — — — .v._. . _ _ — � — — � .._ _ _ � g9 g' SEI WER MAIN--\ — -- - - -- — 11JLF EXIS lNG 27" PVC IN "RCP 0 S=-0.1 0 > 7i/ 362 LF EX TING 30" VCP 0 =-0.11q _ — — 213 LF EXIS NG 30" VCP 0 s= -0.11/w. _--- ----- --... - --- 19 LF EXIS G 27" PVC IN 30 RCP -....- .. — _ — ® _ ®— _ -—- 0 S=-0.119 CITY OF BAKERSFIELD, CALIFORNIA PROFILE PUBLIC WORKS DEPARTMENT File Name. EOK205 Job No.: EOK205 Date: 5/5/14 Dra wn: DP Engineer: BM Checked By.• 390 385 37 370 QROFESS/ON9 O 'D AN R11 11el-I q�� Fac � 2 Z REGI S T ED CI lL GINELfPC 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD 1501 TRUXTUN AVENUE �� Cl���' BAKERSFIELD CA 93301 F OF CONSTRUCT/ON NOTES 11 REPAIR DAMAGED VWV PVC UNER BY CONS7RUC77NG NEW CONCRETE SIRUCIURE, TYPE A SEVER MANHOLE PER SECTION 7-1.13 OF THE SITOAL PROWS/ANS 22 1NJS IlFM DELVED Q #HIS ITEM DELETED ® APPLY EPDXY MASTIC PRO 7EC77VF LINING SYSTEM TO ALL NEW AND EXISTING SEWER MANHOLES PER SECRON 7-1.14 OF THE SPECIAL PROVISIONS 50 ADJ&ST TO GRADE MANHOLE RINGS, FRAME AND COVER PER CITY OF BAKERSf7EL0 STANDARD PLAN N0. SW -6. INSTALL STANDARD SEO R MANHOLE CONCRETE PAD PER CITY OF BAKERSf7ELD STANDARD PLAN NO. SN -2 GENERAL NOTES 1. ALL U77UTY LOCA 77ONS SHOWN ARE APPRONNA TE ONLY, AND REPRESENT THE BEST INFORMA LION SUPPUED BY THE VARIOUS U77UTY COMPANIES. FINAL RESDONS/B/UTY FOR LOCATING UTIUI/ES /N THE FIELD IS THE CONTRACTOR'S 2. SURVEY POINT ELEVA77ONS SHOWN ARE APPROXIMATE ONLY, & ARE PROVIDED AS BEST POSSIBLE. f71VAL RESPONSIBILITY OF VFR/fEA7701V & ACCURACY IS THE CONTRACTOR'S 3. THE CONTRACTOR SHALL BE RESPONSIBLE FAR PROVIDING A TEMPORARY SDU DIVERSION DURING MANHOLE CONSIRUC77ON ON MING AVENUE. 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE DAMAGED 27" V'YLON PVC SUPUNER SEGMENT PRIOR TO EXCAVA7701V AND CUT77NG THE DISANG 30" HOST RCPP, 5. THE VYLON 2.7" PVC SUPUNER LOCATED WITHIN THE EXISTING 30" RCP SHALL BE PROTECTED IN PUCE. SEWER PLAN & PROFILE SEWER REHABILITA TION, MING AVENUE CASTRO LANE TO SOUTH CHESTER AVENUE CITY RECORD No. SHEET NO. 7 OF 72 REVISIONS No. DA TE DESCRIPTION 1 / / 2 CONSTRUCT/ON NOTES 11 REPAIR DAMAGED VWV PVC UNER BY CONS7RUC77NG NEW CONCRETE SIRUCIURE, TYPE A SEVER MANHOLE PER SECTION 7-1.13 OF THE SITOAL PROWS/ANS 22 1NJS IlFM DELVED Q #HIS ITEM DELETED ® APPLY EPDXY MASTIC PRO 7EC77VF LINING SYSTEM TO ALL NEW AND EXISTING SEWER MANHOLES PER SECRON 7-1.14 OF THE SPECIAL PROVISIONS 50 ADJ&ST TO GRADE MANHOLE RINGS, FRAME AND COVER PER CITY OF BAKERSf7EL0 STANDARD PLAN N0. SW -6. INSTALL STANDARD SEO R MANHOLE CONCRETE PAD PER CITY OF BAKERSf7ELD STANDARD PLAN NO. SN -2 GENERAL NOTES 1. ALL U77UTY LOCA 77ONS SHOWN ARE APPRONNA TE ONLY, AND REPRESENT THE BEST INFORMA LION SUPPUED BY THE VARIOUS U77UTY COMPANIES. FINAL RESDONS/B/UTY FOR LOCATING UTIUI/ES /N THE FIELD IS THE CONTRACTOR'S 2. SURVEY POINT ELEVA77ONS SHOWN ARE APPROXIMATE ONLY, & ARE PROVIDED AS BEST POSSIBLE. f71VAL RESPONSIBILITY OF VFR/fEA7701V & ACCURACY IS THE CONTRACTOR'S 3. THE CONTRACTOR SHALL BE RESPONSIBLE FAR PROVIDING A TEMPORARY SDU DIVERSION DURING MANHOLE CONSIRUC77ON ON MING AVENUE. 4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE DAMAGED 27" V'YLON PVC SUPUNER SEGMENT PRIOR TO EXCAVA7701V AND CUT77NG THE DISANG 30" HOST RCPP, 5. THE VYLON 2.7" PVC SUPUNER LOCATED WITHIN THE EXISTING 30" RCP SHALL BE PROTECTED IN PUCE. SEWER PLAN & PROFILE SEWER REHABILITA TION, MING AVENUE CASTRO LANE TO SOUTH CHESTER AVENUE CITY RECORD No. SHEET NO. 7 OF 72 QRQF Ess/0"v OF -AN R9� F'yG 5 4- REGISTERED Ck V/L NGI N R� C 46803 Q � * Exp.6-30-15 W o z �" �, z I CITY OF BAKERSFIELD V 1501 TRUXTUN A VENUE qTF Cm�' - "" Cb �- i ^' EX/STING GUTTER BAKERSFIELD, CA 93301 OF CAO ' o W FLOKINE REVISIONS - No. DA TE DESCRIPTION RIW ' 5 _ 410 o BRUNDA GE LANE 5 4 sTREE T C i to 2 -- - — — --�- — 13 00 — 14 00 — s s _ 1500 V) LLJ 000 G o -- LLJ Z W rlw 41. �W O Z / o EXISTING 18"0 GRCP �i � U ~ 1 c-, SEWER LINE Q + CONSTRUCTION NOTES O) / t1� NOT USED Q O U) 1 U Z 2❑ NOT USED 0 R9 LLJ m PLAN - Fil NOT USED HOR/7 1=40' / VERT 1 =4' ® APPLY EPDXY MAS77C PROTFCI7VE LINING SYSTEM TO EXISTING SEWFR MANHOLES PER SECTION 7-1.14 OF THE SPECIAL PROVISIONS 0 AD.#VST TO GRADE MANHOLE RINGS, FRAME AND COVER PER CITY OF BAKERSRELD STANDARD PLAN NO. SW -6. o PER aTY OF BAKER Ew STANDARD PLANN0. INSTALL STANDARD &W MANHOLE CONCRE7E PSw-2. 0 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 N O Q SL GENERAL NOTES Ld 395 395 N 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE OVLY, AND REPRESENT THE BEST INFORMA77CN SUPPLIED BY — — — — — — — — — y — — — — — — — — — — — — — — — — —THE VARIOUS U77UTY COMPANIES RNAL RE"9YBIUTY / — — — — — — — — — — — — -- — — �2 FOR LOCATING UAUIIES IN THE RELD /S THE COWMACTOR'S� W m I SUTWY POINT E1EVA77ONS SHOWN ARE APPROXIMATF ONLY, & ARE PROVIDED AS BEST POSSIBLE. RNAL RESPONSIBILITY 390 390 Of 100CA710v & ACCURACY IS THE CONIRACTOR'S cn J 385 385 QJ a c m 380 380 Q W CN 375 375 0 0 w 0 N I N PROFILE Z I 617 z SEWER PLAN & PROFILE w Cl TY RECORD No. Q File Nome: BASE_E3K206.dw Drawn: DP SEWER REHABILITATION BRUNDAGE LANE C/7 Y OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E3K206 Engineer. BM SHEET N0. Date: 5/5/14 Checked By �'� 'A' STREET TO CHESTER AVENUE 8 OF 72 0 1 2 3 AP PA ROXIMA TE EXIS MENT GRADE G OQ Q •y��' 11 � l �1°'�� X19 " _�..�._ �....�..�_ . --_._� _ =-0.1290 QRpFESS/ONS DEAN ci REGIS T ED VIL NGINE C 46803 ' Q CITY OF BAKERSFIELD Exp. 6-30-15 ui Cm J OF L\Fp� EXISTING GUTTER BAKERSFIELD, CA 93301 CA FLOWUNE W REVISIONS No. DA TE DESCRIP TION w I N - - -- ! R w L ! LO 1 // 1 e_�11NF __ __ 4 00 STREET C I SD N Ell F— F— — s — 1`00 — — 1 0 �+ _ 18 00 _ 19 00 cn w --- — 21 00 ' w S --$-- s — 22 00 _ 23 24+00 W V) BRUNDAGE LANE s `$ w UJ G Li i I to QF- �' � Q CONSTRUCT/ON NOTES � q:w 1 EX/ST7NG 1810 GRCP o EX/SUNG 21"0 RCP 1 NOT USED SEWER L/NE ; ^ SEWER LINE Q Q a NOT USED jg PLAN SQ4 ' NOT USED HOR/Z 1 � 40 0 VERT1=4 ' ® APPLY EPDXY MAS77C PR07EC77VE LINING SYSTEM TO EXIS77NG SEWER MANHOLES PER SECON 7-1.14 OF THE SPECIAL PROWNONS. j❑5 ADWST TO GRADE MANHOLE RINGS, FRAME AND COVER PER CITY OF BAKERSFIELD STANDARD PLAN N0. SW-6. oQ INSTALL STANDARD SEWER MANHOLE CONCRETE PAD PER CITY OF BAKERSFIELD STANDARD PLAN N0. SW=2. N 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 0 Zi GENERAL NOTES 395 0 395 N I. ALL U7)UTY LOCATIONS SHOWN ARE APPROXIMATE ONLY, W 1HE VARIOUAND REPRESOV T THE BEST INFORMA 7701V SUPPLIED BY S 77LITY COMPANIES RN L RESPONS/B/UTY �� FOR LOCA 11NG U77U77ES /N THE FIELD IS THE CONTRACTOR'S m 390 2 ARE PROVIDEDRVEY POINT AS A77ONS SHOW BT POSSIBLEA FlNALRE PRO)OMA TE RESPONSlBI�TY' 0 3 OF VER/FlCA 110V & ACCURACY /S THE CONTRACTOR'S Q) 385 J 385 N O c m 380 380 Q .c Lu 375 375 PROFILE O Tj W r O N I N 0 N Z 1 z SEWER PLAN & PROFILE c� i' CITY RECORD No. C) IFile Name: BASE_E3K206.dw Drawn: DP SEWER REHABILITATION BRUNDAGE LANE SHEET N0. Cl T Y OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: EJK206 En gin eer.- BM Date: 5/5/14 Checked By. 'A' STREET TO CHESTER AVENUE 9 OF 12 0 1 2 3 t` N APPROX/M TE EX/STING W '�°��•OF � PA I/EMENT GRADE II --_"------_.._-----..._—_.— -- --.— -------------—.__...-- COQ 11 II I II II ll W II 11 II I� Z Il 0 1 a v I I �' o ,_,,,, — — — — — — — — — — 466 LF TING 18� GRCP ®S=-0.07q' 310 LF TING 21 � GRCP S=-0.06q .._._, ....�..� z . ___...._ ®...®........ -...� — — .�..... .�.. — — — — M.M. -.. �.....�. ,_.�,. ....�. — .,_..-..� ,_. .�..... ®-...-..._ .�.... �..... — ..- _..�,..... �.. _- -� �. r-..�.._... ._.�......_...- ._._. �. �...�. �. — .� ._._...w....... __,.. ___, w. --- — 0 0 0. 0 0 0. Z Z 1-4 395 385 • 375 a 34+00 W I( W SWI I I I BRUNDAGE LANE 35 0 36 0 0 s 4 o I I PLAN R9 CAS HORIZ l-40* VERT 1 =4' 35+00 36+00 37+00 38+00 39+00 I -/V -J 111 T V G / V W11%.111 SEWER LINE 40+00 41+00 42+00 PROFILE 395 390 • 375 SEWER PLAN & PROF, SFWFR RFHdR// /TdT/nN RRUNl7d QROFESS/ONq DEAN c0 �� REGIS RED CI VIL NGINEE C 46803rn * Exp. 6-30-15 CITY OF BAKERSFIELD TF L 1501 TRUXTUN AVENUE '9CIVI oar` OF BAKERSFIELD, CA 93301 CN - REVISIONS No. DA TE DESCRIPTION 1 / / N_ CONSTRUCT/ON NOTES 1� NOT USED �2 NOT USED Q NOT USED ® APPLY EPDXY MASTIC PROTECTIVE LINING SYSTEM! TO EXISTING SEWER MANHOLES PER SECTION 7-1.14 OF THE SPECIAL PRONSIONS M ADJJST TO GRADE MANHOLE RINGS, FRAM£ AND COVER PER CITY OF BAKERSFIELD STANDARD PLAN NO. SW -6. INSTALL STANDARD SEWER MANHOLE CONCRETE PAD PER aTY OF BAKERSFIELD STANDARD PLAN N0. SW' -2. GENERAL NOTES 1. ALL UTIUTY LOCATIOWS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMAT101V SUPPLIED BY THE VARIOUS UTIUTY COMPANIES FINAL RESPONSNUTY FOR LOCATING UTTUTTES IN THE FIELD IS 1HE CONTRACTOR'S 2. SURVEY POINT ELEVATIONS SHOW ARE APPROXIMATE ONLY, & ARE PROVIDED AS BEST POSSIBLE. FINAL RESPONS/BIUTY OF VER/F/CATION & ACCURACY IS THE CONTRACTOR'S 'L E CITY RECORD No. GE LANE SHEET NO. /E 11 OF 12 0 �pQ APPROXIM TF EXISTING ------ ----- ------ ------ ----- ----- ------ ----- — — — — — I ----- ----- -- PAI/EMENT GRADE --- — — — —— — — —— — — COQ — I --- I II I! it II II I II I �I I i� I I EXISTING I I 30" RCP I 9 Il I _...-......-- ----- ....M. --...M.-- --_-- .------- _--........ ..._....._- 523 LF EXISTING 21" GRCP 0 S=-0.18 - ,..- ..M... -" _" ..,..... .._.. _,.." — --- - - ---- — --�- - — - ..._.— --- ...... — — — _ — �,... ----- ----- ----- ----- 358 LF EXISTING 21" G P 0 S=-0.311 PROFILE 395 390 • 375 SEWER PLAN & PROF, SFWFR RFHdR// /TdT/nN RRUNl7d QROFESS/ONq DEAN c0 �� REGIS RED CI VIL NGINEE C 46803rn * Exp. 6-30-15 CITY OF BAKERSFIELD TF L 1501 TRUXTUN AVENUE '9CIVI oar` OF BAKERSFIELD, CA 93301 CN - REVISIONS No. DA TE DESCRIPTION 1 / / CONSTRUCT/ON NOTES 1� NOT USED �2 NOT USED Q NOT USED ® APPLY EPDXY MASTIC PROTECTIVE LINING SYSTEM! TO EXISTING SEWER MANHOLES PER SECTION 7-1.14 OF THE SPECIAL PRONSIONS M ADJJST TO GRADE MANHOLE RINGS, FRAM£ AND COVER PER CITY OF BAKERSFIELD STANDARD PLAN NO. SW -6. INSTALL STANDARD SEWER MANHOLE CONCRETE PAD PER aTY OF BAKERSFIELD STANDARD PLAN N0. SW' -2. GENERAL NOTES 1. ALL UTIUTY LOCATIOWS SHOWN ARE APPROXIMATE ONLY, AND REPRESENT THE BEST INFORMAT101V SUPPLIED BY THE VARIOUS UTIUTY COMPANIES FINAL RESPONSNUTY FOR LOCATING UTTUTTES IN THE FIELD IS 1HE CONTRACTOR'S 2. SURVEY POINT ELEVATIONS SHOW ARE APPROXIMATE ONLY, & ARE PROVIDED AS BEST POSSIBLE. FINAL RESPONS/BIUTY OF VER/F/CATION & ACCURACY IS THE CONTRACTOR'S 'L E CITY RECORD No. GE LANE SHEET NO. /E 11 OF 12 0 1 2 3 0 B `i' 1 Q O) .0 10 O W O W O N Class 'A' Portland ///--- Cement Concrete. Color and finish to match Sawcut / adjacent pavement. Existing ° " c ' a Portland Cement .. a. 4 v •alp' 4.1 Concrete 4. e 'a Select Material (if required) Be" PATCH IN CONCRETE SURFAI'E Ashp inoer Paint Bind Sawcut Ashpaltic Paint 01 far Pie as par (0.9m) beyond back of curb, exdud Binder d/ but the outer 1.0' (0.3m) of the GLASS U aMDM 6? SLURRY r �-- Existing Ashpalt NOTES. • the existing, accepted roadway )IF Concrete Pavement Asphalt Concrete Backfill materia/ within the pipe zone she# be free of Backfill compacted to 90% relative compaction in 12' O �m all other areas less than 20 and shall conform to the fillowh7g grading. • 0 Typkd edch pile listed inn Swtkn 6-.T0I of the Standard Specifications, (or 3/4' (20mm) 100 O O O NOTES.• Gass # Aggregate Base No. 30 20-100 to 90% relative compaction. 1 A# war ma►sbo and materids shad conlbm surd equivdent and gradot/on Muirenents before the next Backfill matenol within the pipe O O O o 0 to the reFkamaste set forth h the Standard zone to conform to notes 1, 2 ,i and 3 496006mg State of Cdllamiq 04por6nent ee For public uNiNes , construction prope/y compacted to springllne pno to pmcaedmg. of TranVortabao , approved arm/ adit. TABLE "A' 2 Smile shad be made p=W or at not angles to the caotadhe of She sb"t 5 �p8i °f $elect if raow shod be PATCH iN ASPHALT CONCRETE SURFACE deiannited h the fmtd by the enghanc dd by, A Pakhes Ipso Mon 20' (Obim) from evWbg po ding 0.4' (0. 1m) Ashpalt ad yes of part o' 9�a'' Sind/ be adanded Concrete Surfacing Asphaltic Paint Binder t mated s# of Existing road mixed surfacing 5 Mbhwm patch wild► shad be 20 in of its dMeneia, smdlast Unless otha vine owed by O O O O the city WOW Select Material (if required) 0 0 0 0 0 6. Refaraoce standards ST -13 and ST -14 tr compaction regtriamenfs 7. For patch it oWUl owaete Usnfess otherwise 1Tf�T- j(j- afowd by the dty w9ha c A. rood sbwts mhhwm 04 (Ohm) asphalt Boakfiil ca►►crefe over 0.5' (0.1Sm) pass A aggregate a Artefd and oaVectar sheets mhhwm 07'2n) PATCH IN ROAD MIXED SURFACE cooaete over l o' p in) pose # aggregate base. FILENAME: ST-12REV BaclkNI compacted to 95X relative edraP awy for bench widths: compaction in roadway areas from 01 far Pie as par (0.9m) beyond back of curb, exdud ASTM 0 2321 d/ but the outer 1.0' (0.3m) of the GLASS U aMDM 6? SLURRY median areas, and in allege, within NOTES. • the existing, accepted roadway )IF 1. Backfill' for R/grd Pipe, fmprowments Backfill materia/ within the pipe zone she# be free of Backfill compacted to 90% relative compaction in deleterious material and shall have a Sand EqufwWent of not all other areas less than 20 and shall conform to the fillowh7g grading. • Engineer fie tests shall be h accordance with the tests ZBodkfi# listed inn Swtkn 6-.T0I of the Standard Specifications, (or 3/4' (20mm) 100 ASTM D1557, Method 'C f in pipe zone compacted AND COMPACTION No. 30 20-100 to 90% relative compaction. 7his boaWl material shall be placed h not to exceed one surd equivdent and gradot/on Muirenents before the next Backfill matenol within the pipe „ pipe in such a manner as not to damage or disturb the pipe on zone to conform to notes 1, 2 ,i and 3 40 a ee For public uNiNes , construction prope/y compacted to springllne pno to pmcaedmg. requirements as per the Public 111iities Commission General Orders /� 6ieileG s Depth varies depending of the sheets Tmffic Index (T.1.). See Tobe 'B' below treet fosWect w Zone TABLE r 7RAFRC IINNDIX DEPTH 3.0 - 50 L2' (0.3m) 5.5-6.5 1.5' (0.4fn) 7.0 - 80 2.0' (0.6m) 8.5 OR MORE 2.5'(0.75n) B°ckRI compacted to 90% relative compaction Upper #Unit of pipe zone shall be LO' (0.3mJ above top of pipe bell or the outside diameter of plain end pipe. �aaria' edraP awy for bench widths: �' Pipe or conduit 01 far Pie as par 4. Testing of backfill materials shall be in accordance with the ASTM 0 2321 tests listed in Section 6-.i 01 of the Standard Specifications, GLASS U aMDM 6? SLURRY (or AS7M 01557, Method -09 for trench width greater than 1.0' (0..%m). NOTES. • If bench width is less than LO' (O.3n), backM/ with 2 sock slurry. 1. Backfill' for R/grd Pipe, 5. Compaction tests w#1 be required and shall be the respons- Backfill materia/ within the pipe zone she# be free of nb#Ity of the Developer / Subdivider / Contractor. The number deleterious material and shall have a Sand EqufwWent of not and locaUon of the tests shall be determined by the City less than 20 and shall conform to the fillowh7g grading. • Engineer fie tests shall be h accordance with the tests Sieve Size Percentage passing listed inn Swtkn 6-.T0I of the Standard Specifications, (or 3/4' (20mm) 100 ASTM D1557, Method 'C f No. 4 35-100 AND COMPACTION No. 30 20-100 6. Each layer of bodkfi/I material shall meet the compaction, 7his boaWl material shall be placed h not to exceed one surd equivdent and gradot/on Muirenents before the next foot (LO' loose)(DJ3n) layers, simultaneously on each s/da of the layer I.s placed. pipe in such a manner as not to damage or disturb the pipe on SCALE N.T.S. - ifs alignment and grade. Each /ayw shall be thoroughly comp- 7. For pawmant patches within paved arm4 see standard acted by mec umco/ tamping. Backfill material shall be drawing ST -12 in this design manual. prope/y compacted to springllne pno to pmcaedmg. 2 Badk8l for flexible pipe. TABLE "A' Pipe and fittings shall be installed in occomance with the current ASTM specification 0-2321. Only Gass l and # embedment materials within the pipe zone will be considered suitable. Wnth/n the pipe zone, water flooding and jetting shall not be used for bod(Rl 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, Gass l bedding is requked for bedding and hounehingCare shall be taken not to dislocate the pipe. ]rhe remaining back## M the pipe zone shall be hand placed and compacted in lifts not to exceed 6.0' (015n) thickness Bodkfl' materiel shill be properly compacted to springne prior to proceeding. Ther wowkia edraP awy for bench widths: PPE WIH AV LdtFi17ESr 0111ON" Tom' GLASS U aMDM 6? SLURRY 1.0'(a3n1 or Nei 1.0 Q.Im rkkr hAM MUIIIII, 4L0 wM r both AVON to L 23 0' wldar Bv0' QfSirn) wader 20rQQm) or macOtt,., Qd.'1m both am" 1.0 QJ n wider both sUm 3. Backfill material above the pipe zone shall be free FILENAME: ST-13REV of deleterious material and lumps or stones exceeding STANDARD DATE s/2/ss DRA"N A0' (75mm) in greatest dimension and shal be Jcu placed in not to exceed one foot (101oose) (0.3n) TRENCH BACKFILL CRECICED layers and each layer sled/ be thoroughly compacted AND COMPACTION M. SHAW by mechanical tamping. QP'ni 1hQ97eA171%eT4Z SCALE N.T.S. - REGIST RED ClV!L NGIN Q,pF ESS / oNl DEAN C 46803 * Exp. 6-30-15 CITY OF BAKERSFIELD 501 TRUXTUN AVENUE cm� ORS BAKERSFIELD, CA 93309 OF CAt-�F REVISIONS NO. DA TE DESCRIPTION 271 / / 4471 / / outlet ! '(gob) fT T7,00*1J w -f 1 Where incoming and outgoing - (0eq �-_�,j. } `•'.' • •`. 1 sewers in a manhole vary in t QZ- 1.5 size, extend lower halves of '(40m) I awAs=) } - 1 sewers 8.0' (0.2m) beyond I i' ' " ! inside of wall and shape c Lam' SO' j '� • �~', j 4.Ztransition channel between Aielf I 1 Sae Detail "A"1 1 a ,,;, : 7 } ends of lower halves of pipes. (tan)1 Lel j - n shelf -i-- _T h' 1 je.`, r. '.: i. •.,� ., /! t 20' Q�1 T 1T (Q10%1 i°hiss,r�....;�;.,..., _'�• i;. I Where incoming and outgoing t'IF 1 Goricrete;':. 1 sewers in a manhole are of'bl the some diameter, the top (LStSIa) L____ 3......�G�____..I half of pipe shall only be 1 removed between wells and i Inlet t I t the broken edges shall be SEC7I0N A -A V plastered smooth with cement mortar. PLAN AT SURFACE PLAN AT BOTTCiI►! Lo' (25rmm )pottem P.C.C. slab not to be poured until 1.5' (40mm) self high letters, 0.125' (3mm) See note 11. LO' (25mm) D/o. R=0.5' paving is in place. Slab and lid draining blind pick (12mm) to be 0.125' to 0.25' (3mm to 6mm) hole 20' (50mm) pattern center hole below new finished paving. letters; 0125 (3mm) L9, high B B 2 (�1 � A A .` SEVMER • NOTES' Notch lid to a 2.1 1. All work slid/ confom to the app1icWe sections of the find pick hole See note 1L Dry Packed specifications entified 'Standard Specifications, State of '• • California; Department of Transportation, approved 1.0' (25mm) pattern 0.625' (15mm) pattern LO' (25mm) pottem lettere, 0.125' (Jmm) • yl' �• •' current edition. letters, 0.125' (Smm) letters, 0.125' (3mm) h • r high high. Location for 2. All unified manhole phts shill be filled with Kent 9 country of arrgrn ANOUT sed ar approved black mosUc aqua/. Inside of manholes must be mortared and neatly rafted or wgoed on inside of pipe. NOTES• 3. Pre cast reinforced manhole sections shall be constructed 1. All frames and covers shall be tested for accuracy for (ibaww) in occardance with the provisions of ASTM 0-478, of fit and shall be marked in sets prior to del/wry. �� Machined current edition. Surfaces 2. The seats of frames and bearing faces of the covers A All sewer manho/eg for sewer lines lager than 18' (0.46m) shall be machined for a smooth non-rmddng At between 10.5' (0.27m) M diameter, shill be lined with 'T-Lodt' or opprowd equal the two castings Tapp Co ver(1, 5 Concrete pad sha# be cured with a white pigmented 5 Castings shall be thoroughly cleaned and dipped twice curing compound as per section 90-7.018 of the standard in a quick -drying, jet-black asphaltic compound to Frame specifications protide a protective coating. Shelf slope is 8.33% 6. See standard drawing SW -6 for frame, cow,, and 4. All frames and covers shall be gray cast ilio, free DETAIL 'A" drop manhole deta#s from warps, cracks, holes, swells and cold -shot and sbdl have a workmanlike finish. Highway loading should 9. The 2.0' (50mm) pottem letters on the manhole covers ,. 7. All channels shall be smooth finished with steel bowel be HS 20-44. shall haw one of the following deskgrnatlonr DRAiN or 21U Alk •' :4.{ Shelf shd/ be broom fm/shed for do resMance, •;' .;.;;;.;j (Q ; ', ' 5. Costing shall conform to the provisions of the specifications 10 Assembly she/ be designed for highway loading of HS 20-4 ?:: �,} 1,`• for gray-fran costings; serial designation ASTM.• A-48 r ' •',::: ♦� `" ' �' (latest rewslon), Gass No. 30B. 1L 2.0' x 1.0' (50nm x 25mm) diamond mat 0.125' (5mm) deep. .: '• • ` ;•:'. •J 's+ FILENAME: SW-2REV FILENAME: SW-BREV DATE e/2/es 6. fie name of the manufacturing company shall be OA7E a/2/ss ' "Conkarete•: STANDARD oRAvM or the underside of the cover. JCU STANDARD DRAMN JcU Eer CHECKED SHAW 7. Manhole frame shall weigh not less than 12016s FRAMES AND CI4ECI�1 MANHOLE s (50g) nor more than 250 lbs (113kg) The cover COVERS FOR song M. SHAW TYPE A NTS She// we/gh not less than 1201bs (50g) nor more MANHOLES & CLEANOUTS N.T.S. Specie/ APPRO�FA SKEET NO• than 200 lbs (91kg). ArrRDVED SHEET• NO. Aggregate SECTION CITY OF BAKERS D CITY OF BAKERSFIELD (Calcareous) -'-- CALIFORNIA SW -2 8. Manhole covers shall have a self draining bled pink CALIFORNIA SW -6 hole unless otherwise approved by the City Engineer. / CITY ENGINEER PUBUC WORKS DEPARTMENT err ENGINEER PUBUC WORKS DEPARTMENT SillNDARD DETAILS r CITY RECORD No. File Name: EOK205 Drawn: DP SEWER REHABILITATION SHEET N0. CITY OF BAKERSFIELD,/0"% ALIFORNIA PUBLIC WORKS DEPARTMENT Job No.E0K205 & EOK20 Engineer: BM Date: 5/5/14 Checked By. )Vc.� MING AVENUE AND BRUNDAGE LANE12 OF 12 0 1 2 3