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HomeMy WebLinkAbout6.2-594LIST OF DR�4 WINGS SHEET 1 77TLE SHEET SHEET 2 SEWER PLAN- AIcCUTCHEN ROAD TO STA. J9+00 SHEET 3 SEWER PLAN-STA. J9+00 TO STA., 69+00 SHEET 4 SEWER PLAN-STA. 69+00 TO STA. 97+00 SHEET 5 SEWER PLAN- STA. 79+00 TO DISTRICT BOULEVARD F_ A VERTICAL DATUM: NA VD -88 BENCHMARK: P-1157 RESET (NGS PlD AA9723) ELEVATION: J44.1 DESCRIPTION: IN THE HEADWALL IN THE SOUTHWEST QUADRANT OF HIGHWAY 119 AND GOSFORD ROAD., 45 FEET (1J.7 M) SOUTH OF CENTERLINE OF HIGHWAY 119., 58 FEET (17.7 A4) WEST OF THE CENTERLINE OF GOSFORD ROAD, SET IN THE TOP OF 12 INCH HEADWALL., 2 FEET (0.6 A4) LOWER THAN ROAD., AND 1 FOOT (0.3M) SOUTH OF THE NORTH END OF HEADWALL. BASIS OF BEARING CCS -83; ZONE V AS DETERMINED LOCALLY BETWEEN CSRC STATIONS BKR1 AND P567., BEING N4531 22 E. CITY OF BAKERSFIELD STD PLAN NO. SW-2 CITY OF BAKERSFIELD STD PLAN NO, SW-6 CITY OF BAKERSFIELD STD PLAN NO. SW -12 CITY OF BAKERSFIELD STD PLAN NO. SW -13 S7 STDAR J, IL DS NIA CONVENTIONAL SYMBOLS --------------- ------------ EASEAIEN T ...... .... . .. ..... RIGHT -OF -WAY ...... CENTERLINE ...... TRACKS CHAIN LINK FENCE CITY OF B AK ER SF I END DEPARTMENT OF PUBLIC WORKS ........ . . . EXIST. CURB do GUTTER ......... . .... . . . EXIST. A.C. FLOIK /NE - - "` EXIST. EDGE OF PAVFA/ENT. ll __�_, _ , y..— GUARD RAIL lAlPR01/EMENTS UTILITY SYMBOLS - -— w EXIST WATER LINE GAS EXIST GAS LINE OH EXIST AERIAL LINES -- TV EXIST UNDERGROUND TV CABLES — � - — EXIST OIL LINE S SD E FO EXlS SEWER LINE EXIS � STORM DRAIN EXlS ` UNDERGROUND POMER L EXlS" UNDERGROUND PHONE LINE '�� FIBER OPTIC LINE STREET LIGHT W /MAST ARM BENCHMARK � CLEAN OUT AUTO SCOPE O PRE-EMPTION DEVICE A Al Awl- ow 4%11 m I i "'y 01 r mj (RE61D) LOCATION MAP NOT TO :KALE 0 1� rA__1 - OWN F BAKERSFIELD 0 0 W 0 STATE OF CALIFORNIA 411. NorE: Q THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES.* CLASS' A o NOTE.• THE CONTRACTOR SHALL CONTACT THE USA LOCATOR = SERVICE 1-800-642-2444,p 48 HOURS PRIOR TO EXCAVATION. PROJECT LENGTH Uv�dCr /�to�ret..Mf..h -F C. BASE L.F. Q 0g1 2.1 Cev".S+.rvC,-h0�or W CA S CornP If. +'C ADDITIVE ALTERNATE N L.F. zoc rip SOON L G. NO. C446642 EXP. 3 -31 -10 C TV rv, OF c KIM, BY: & tin 34 Executive Park Suite 150 Irvine, CA 92614 (949) 655-3900 RANDALL G. BERRY RICE #4 2 DA 1 --- I -T APA LI r.&R I a7 1 v� F.1 MANHOLE FIRE HYDRl,NT -� POWER POLE W.M. El WATER METER W.V. >I EXISTING MONUMENT , WATER VALVE G. M. 10 FUTURE MONUMENT GAS METER s., G. V. i� S TREET LIGh >< 1/E GAS V,4L E STREET LIGHT W /MAST ARM BENCHMARK � CLEAN OUT AUTO SCOPE O PRE-EMPTION DEVICE A Al Awl- ow 4%11 m I i "'y 01 r mj (RE61D) LOCATION MAP NOT TO :KALE 0 1� rA__1 - OWN F BAKERSFIELD 0 0 W 0 STATE OF CALIFORNIA 411. NorE: Q THE CONTRACTOR MUST POSSESS THE FOLLOWING VALID LICENSES.* CLASS' A o NOTE.• THE CONTRACTOR SHALL CONTACT THE USA LOCATOR = SERVICE 1-800-642-2444,p 48 HOURS PRIOR TO EXCAVATION. PROJECT LENGTH Uv�dCr /�to�ret..Mf..h -F C. BASE L.F. Q 0g1 2.1 Cev".S+.rvC,-h0�or W CA S CornP If. +'C ADDITIVE ALTERNATE N L.F. zoc rip SOON L G. NO. C446642 EXP. 3 -31 -10 C TV rv, OF c KIM, BY: & tin 34 Executive Park Suite 150 Irvine, CA 92614 (949) 655-3900 RANDALL G. BERRY RICE #4 2 DA 1 --- I -T APA LI r.&R I a7 1 v� ,"REP- R/W IRA 22+,44.93 3 XIST, MANHOLE 2 4 IM ELEV,=353. C4 INV. ELEV.= 41.1 N 2291929.3281 E 6235699-4083 GOSFORD RQAD �'R /w STA 28+85 PROP. MANHOLE — RIM EL 0- 354.45 INV. ELEV-=341.55 N 2292569-3278 E 623570503936 • • BERKSHIRE ROAD) ,j �I lriX.X O 0 W z J Lod X 2 V1 <L,Lj :2 m M FAU'jf Aff '1* 'stf- MIGA A C/Ty OF F_� mm, wm IF ri mwf Bmol 4 law AM 'IF pfr IFOF M, AL lop, i;Job No.: 0 72— 002J. 02 -d SCALE: 1" 40" L rn NO. C44642 ;v EXP. 3-31710 CIVIL c REVISIONS No. DATE DESCRIPTION 2 3 4 4 T R !Q,IIQN UQiwu 1 INSTALL 42" CURED—IN—PLACE PIPE LINER IN CONFORMANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 500-1.4. 2 RE —SET MANHOLE RINGS, FRAME AND COVER PER CITY OF BAKERSFIELD STANDARD PLAN NO. SW-6. APPLY AIR—PLACED CONCRETE AND POLYURETHANE PROTECTIVE LINING SYSTEM PER STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SEC11 ON 50-0— 2.4. CONSTRUCT PCC PRE—CAST MANHOLE WITH "T—LOCK" LINER OR APPROVED EQUAL PER CITY OF BAKERSFIELD STANDARD PLAN N.O. SW-2 AND MANHOLE DETAIL ON SHEET 5. PROTECT IN PLACE. BYE E CONTRACTOR SHALL IMPLEMENT ASS, f=- JUJAMM, TH THE FO,,LLOWtf4G IN PLANNING AND PREPARATION OF TIC BYPASS PLAN TO BE SuBmilTTED TO THE CITY FOR APPROVAL. BYPASS SYSTEM SHALL BE CAPABLE OF CONVEYING A,PEAK FLOW OF 12o9 WG�D. CONTRACTOR SHALL USE A DOUBLE PIPE OVER ALL CANAL CROSSINGS AND AT DISCHARGE POINTS, I THE CONTRACTOR SHALL CONSIDER PUBLIC CONVEINCE AND SAFETY WHEN SELECTING LOCATION FOR PLACEMENT OF BYPASS P. MP SHALL BE WITHIN 10' OF A PEDESTRIAN PATH OF TRAVEL. BYPASS PIPES CROSSING LOCAL STREETS AND PRIVATE DRIVEWAYS SHALL BE PLACED IN A SHALLOW TRENCH, COVERED WITH A STEEL TRAFFIC PLATE BORDERED WITH TEMPORARY A.C... 0- 0 rn STA 62±21.67 q EXIST. MANHOLE Diu Pi CNI .,Xr%n r%r% 7 43.72 I PLACE G ASPHALT CONCRETE TO LIMITS SHOWN I Pp uu (iu+uu 61+00 6. . . . ....... ........ .... . ... ........... . ...... . .. ............. - A AN N : 3 NOTE: LINE THRU-MANHOLE --� TO AVOID TRAFFIC DISRUPTION_ REINSTATE MANHOLE ACCESS AND LATERAL COLLECTOR PIPE(S) TO AVOID BACK-UP OF LATERAL FLOWS Zap ------------- - --------- w I w3 zo w 2 m < w 2 w olm u'0_ruu.f%j � EXIST. MANHOLE RIM ELEV.=359.63 INV. ELEV.-344.25 N 2296550.8993 no �pjlllllljjj E 6235749.6169 Q "Mow, R D D R/W qm� Mow 0 Gomm I hkzlg 9 AAMN 'd A Smw w7: L E. F#* Not"& ""'_"Osford S�*~ 'a Job Ado.: 0 Ws. Do to: Jar y 2008 iced By. R. G. B. SCALE.• 1 " =40' Lcf ESV L G. NO. C44642 rn EXP. 3-31-10 CIVIL �%/ REVISIONS No. DA "TE DESCRIPTION 7/50/10 RECpRO DRAWING I 2 371 471 Cr%[� STF�U POT�S INSTALL 42" CURED—IN—PLACE PIPE LINER IN CONFORMANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 500-1.4. ORE—SET MANHOLE RINGS, FRAME AND COVER PER CITY OF BAKERSFIELD STANDARD PLAN NO. SW-60 OAPPLY AIR—PLACED CONCRETE AND POLYURETHANE PROTEC71VE LINING SYSTEM PER STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 50,0-2.4. OCONSTRUCT PCC PRE—CAST MANHOLE WITH "T—LOCK" LINER OR APPROVED EQUAL PER CITY OF BAKERSFIELD STANDARD PLAN NO. SW-2 AND MANHOLE DETAIL 4 ON SHEET 5. FURNISH AND INSTALL STD. SEWER MAN-HOLE FRAME 5 AND COVER PER .0f, BAKERSFIELD STANDARD T-1 PLAN NO. SW-6 r WiTliOUT CoNCREiE PAI1. OP PROTECT IN PLACE. UYE&55- RMUWJA THE CONTRACTOR SHALL IMPLEMENT THE FOLL0Wf-f4G IN PLAN NliNG AND PREPARATION OF THF BYPASS PLAN TO BE SUBMITTED TO THE CITY FOR APPROVAL. BYPASS SYSTEM SHALL BE CAPABLE OF CONVEYING A PEAK FLOW OF 12.9 k4G,D. CONTRACTOR SHALL USE A DOUBLE PIPE OVER ALL CANAL CROSSINGS AND AT DISCHARGE POINTS. THE CONTRACTOR SHALL CONSIDER PUBLIC CONVEINCE AND SAFETY WHEN SELECTING LOCATION FOR PLACEMENT OF BYPASS PUMP. NO PUMP SHALL BE WITHIN 10' OF A PEDESTRIAN PATH OF TRAVEL. BYPASS PIPES DRIVEWAYS SHALL BE PLACED IN A SHALLOW TRENCH, COVERED WITH A STEEL TRAFFIC PLATE BORDERED WITH TEMPORARY A.C.. opl- Aft ]a* MEW SME'ET A00. i OF 5 u "o). 2 3 n,nw : s 5 -, y \ .a w W ` pe) 1� \uvxuvx.\ "'\F `a\\ ,., 1111. ;'' -�' :., ,.n -,,. ." .. in... tlR.UUw. \ U` 2�AU\\ UU\ U\ daNdt,\ U\UU\YTUUUU\UVTU \\WKidT\\\Y?dTU \UUU\ Ui<Un,. 1111. :, \ \\\,,,,\`„`Ia\\\\\ \\ \\\\ � W. \U\ - \ U UUA♦UU�N \UU1bA,\�UUUU1cay. „ 'v:.::.. „,., �,... >>.: \,ui , -., \` �`,UA \ \UU \ \ \ \lUulv]A\\\ \\\ \ \UU \ \ 14 . 2aU \U�[U\ i YU \UUUU \UU \UUW \ \UUU�wC \H?V\ga\ A \UV U U \ \w F _5 2 u m\ n..Y , F J xx tt l :.�N 2 F. l� 3• �a r' , -1 SED , EDIAN :RAI M tf j�l 4• '•j' ;,3 _ „J `,} rf YY Y 3 Y`, c a 3 11 i'. „7. lI !'� i`, \} F' irr f E "z r i \.ai 'i .. �.,:, 11 »,2 :+� '` by �' • t; t `• i.. :.i i* Ljj wuw\u,uuvauw.`°\\uws au\u\muuuuu\uw\ .' 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C �\� IV11� PZEVISIONS No. DATE DESCRIPTION 7/36/ !O FtEX69.0 i» kw 1 N r+t W3 / / l�l / / QQN5MUCT1QN NQJE5 1 INSTALL 42" CURED -ICI -PLACE PIPE LIFER IN CONFORMANCE NTH THE STANDARD SPECIFICATION FOR PUBLIC WORKS COI STRU CTI Obi SECTION 500 -1.4. AP =PLY AIR - PLACED CONCRETE AND POLYURETHANE 3 PROTECTIVE LINING SYSTEM PER STANDARD SPEC1 ';FICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 500 -2.4. PROTECT IN PLACE. P CCO -Z , BYPASS RiE.! TS ; THE CONTRACTOR SHALL IMPLEMENT TIDE FOLL N I PLA14NMG AND PREPARATION OF THE BYPASS PLAN TO BE SUBI ITTED TO THE CITY FOR APPPOV&. BYPASS SYSTEM SHALL BE CAPABLE OF CONVEYING A PEAK FLOW OF 12.9 MAD. CONTRACTOR SHALL USE A DOUBLE PIPE OVER ALL CANAL CROSSINGS AND AT DISCHARGE POINTS. THE COAITTOrR SHALL CONSIDER PUBLIC CO�IVEINCE AND SAFETY WHEN SELECTING LOCATION FOR PLACEMENT OF BYPASS P UMP. NO PUMP SHALL BE WITHIN 10' OF A ICED= ESTRIAN PATH OF TRAVEL. BYPASS PIPES CROSSING LOCAL STREETS AND PRIVATE DRIVEWAYS SHALL BE PLACED IN A SHALLOW TRENCH, COVERED WITH A STEEL TRAFFIC PLATE BORDERED WITH TEMPORARY A.C.. y .1 r A " .':i Es .. ,.. el _� 3 EXIST. MANHOLE $a . 3 ICIM ELEV -= 360.58 . t, z I i�V. ELEV. = 344.40 0 0 J z3, F 1 N 2297175.366 1 ., �.� t s 3 E 6235755.8765 1 0 0 (0 i i. 2 / R /WW / I R /WW Zfw 0 � 4nom w \ 1 • il \N »..xm „» .. ............_.,....•...,. _1111 ", ,, 1111, »1111,,,. 1111 " .� 1111 i t w w I 40000 � w w 4now � I wm w � w w 1. » » „ »,,, n,,,„ » „, „„ »1111,„ „1111, ' .,, »,•.,,,.,:n „1111,, „ ».,, „„„,,,,„.,,,,,•2 . „ „»„, ". 1111,»„ „,,,.,,,»..,..,, »_,,..,. _,,..,.,_»,.., , »......,,»,» .................. ,.,,,.,.,,.. 1111. »_.»,w ............... ..._, ......,,». ........W..,,,„, "„»,,,,,,,,,, »„ „ » „, „, »1111 »1111., „»,..,,,,,,„, „„ „1111,. »,,,,• ......... .. .. ..,,. 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C �\� IV11� PZEVISIONS No. DATE DESCRIPTION 7/36/ !O FtEX69.0 i» kw 1 N r+t W3 / / l�l / / QQN5MUCT1QN NQJE5 1 INSTALL 42" CURED -ICI -PLACE PIPE LIFER IN CONFORMANCE NTH THE STANDARD SPECIFICATION FOR PUBLIC WORKS COI STRU CTI Obi SECTION 500 -1.4. AP =PLY AIR - PLACED CONCRETE AND POLYURETHANE 3 PROTECTIVE LINING SYSTEM PER STANDARD SPEC1 ';FICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 500 -2.4. PROTECT IN PLACE. P CCO -Z , BYPASS RiE.! TS ; THE CONTRACTOR SHALL IMPLEMENT TIDE FOLL N I PLA14NMG AND PREPARATION OF THE BYPASS PLAN TO BE SUBI ITTED TO THE CITY FOR APPPOV&. BYPASS SYSTEM SHALL BE CAPABLE OF CONVEYING A PEAK FLOW OF 12.9 MAD. CONTRACTOR SHALL USE A DOUBLE PIPE OVER ALL CANAL CROSSINGS AND AT DISCHARGE POINTS. THE COAITTOrR SHALL CONSIDER PUBLIC CO�IVEINCE AND SAFETY WHEN SELECTING LOCATION FOR PLACEMENT OF BYPASS P UMP. NO PUMP SHALL BE WITHIN 10' OF A ICED= ESTRIAN PATH OF TRAVEL. BYPASS PIPES CROSSING LOCAL STREETS AND PRIVATE DRIVEWAYS SHALL BE PLACED IN A SHALLOW TRENCH, COVERED WITH A STEEL TRAFFIC PLATE BORDERED WITH TEMPORARY A.C.. y .1 r A " .':i Es .. ,.. el _� (n Uj W J 2 (n 2 U w Q V) M O O n O Fa— N z 0 Uj LU > Z 0,0000i U LLJ< (/)M EXIST. MANHOLE IM ELEV. =363.67 IN V. ELEV.-346.6 IN V. V. LAT.=352.17 IN 230 a E 6235799.7366 NOTIFY THE SAN JOAQUIN VALLEY RAIL ROAD TO COORDINATE THE EXACT TIME AND DATE FOR i i►il►in lovo ® CCIhAn EXI T. MANHOLE FM E INV. .EV.= 346.80 IN 2301215-4662 E 62 5802.2466 \Zj!L EXIST. MANHOLE z THE WORK WITHIN THE ' RIM LEV. =363.0 o _ � RIGHT — CAF —WA Y INCLUDE INV. ELEV. -- 347.37 � RAIL ROAD TRACKS DUB _j • °. Q OPERATION WILL TAKE F E 6235808-4860 ° �— TO SUNDAY AFTERNOON lam` 0 �. w _� f BADER AT (530) 661 -2 _= a F `. 0 V_ v GOSFORD X p� DATE AS THE CONSTRU s, Uj x . 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BERRY RCE 46,42 Dj AM U) S 1 ” =40' O Ll G NO. C44642 m t Elm. 3 -31 -10 �k CIVIC REVISIONS No. DATE DESCRIPTION JN� 1 10/ 3 AD'Oerc aUk -ttr- < N017C—"S Qo 6tDW tZ w 2 I/Sv/lv Pt rwitO ()RAW 1 N Ca 3 J Z Mm K U QW � cn ���1 STRU CTI Q�1 NOTES OINSTALL 42” CURED —IN —PLACE PIPE LINER IN CONFORMANCE WITH THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 500 -1.4. Q O3 APPLY AIR— PLACED CONCRETE AND PQLYURETH�I►NE PROTECTIVE LINING SYSTEM PER STAND ARD 0 SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION + SECTIQN 540 -2.4. � PROTECT IN PLACE. P O �- APPLY AIR -PI -ACED CONCRETE AND FOLYURETHANE PROTECTIVE LINING SYSTEM � PER STl1�+ DkRD SQ��1R�►TIC�NS FOR PUBLIC cry WOKS CcaNSTRtK.T�4�N S TI ON 500 — Z.4. �+ 13ELOW To-LOCK E)( ISTING I umal J W� z0 MMM"01 0 JJ La :C M I w z MANHaL.E TO BE Uj i� o LIMED WITH T —LOCK � OR APPROVED � 48” Dia. EQUAL. wzw CA 8 4.� U � O SINCE THE LIFT STATION MUST REMAIN IN CONSTANT E ".NTRACTOR. SHALL IMPLEMENT REQUIREWO TH OPERATION wmmR mw www. f F e w: THE FOLLOWtNG IN. PLA NI�NdG AND PREPARATION OF THE LIFT S BYPASS PLAN TO BE SUBMITTED TO THE CITY FOR APPROVAL. ION BYPASS SYSTEM SHALL BE CAPABLE OF CONVEYING A PEAK ADD” D V ?4 �i � � NZe"NUOUS OiDDru(a 11200+ Fide Nang: Gos ford .S40&wvor own: l.E. P I�C WOWS i�PARTME�W ,� No.: 072-002J.02 R �.«:� w.s Date: January 2008 scktd By. R. G. f?. PLOW ®F 12.V MGD. COITPWACTOR SI-VALL USE A RUBLE PLPE MR ALL CANAL CROSSINGS AND AT DISCHARGE POINTS. THE CONTRACTOR SHALL CONSIDER PUBLIC CONVEINCE AND SAFETY WHEN SELECTING LOCATION FOR PLACEMENT OF BYPASS PUMP. NO PUMP SHALL BE WITHIN 10' OF A PEDESTRIAN PATH OF TRAVEL. BYPASS PIPES CROSSING LOCAL STREETS AND PRIVATE DRIVEWAYS SIAM I- BE PLACED IN A SHALLOW TRENCH, COVERED WITH A STEEL TRAFFIC PLATE BORDERED WITH TEMPORARY A.C.. 10" APPLY AIR PLACED 4" MIN.' CONCRETE AND 3 POLYURETHANE PROTECTIVE LINING Ex. 42 D is SYSTEM ON INSIDE SEAR FACE OF MANHOLE > ��, CHANNEL. f p > a 3a CIPP LINED (PROPOSED MANHOLES SHALL BE TED PRIOR TO CON ST RU C LI I ING ERATI ON ) d > PLACE TEMPORARY T MP R Y C P C C B LOICK S FOR PIPE SUPPORT 9" MIN. DURING EXCAVATION FOR MANHOLE BASE 5.67' AND PCC PLACEMENT *CONTRACTOR TO SCORE EXISTING MAIN LINE SEWER AT SPRING LINE BEFORE POURING BASE. REMOVAL XI SHALL BE OF UPPER PART OF EXISTING SEWER ALL S A DONE AFTER CONCRETE BASE HAS CURED FOR A MINIMUM OF 46 HOURS. Y TS A"N r=-mEHAEX_lTA770N GOSFC)RD ROAD STA 97+00 TO 06 1 Pvc;T BOULL=- VARD (REBID 0 1 ShVET No. 5 OF 5 Z J