Loading...
HomeMy WebLinkAbout6.2-587 Rec Drawingsw LL LLe LL oaC.y0 LOCO) Z U IL Z W a w r mLUuju�'�'- Z M a= Z�zWw =p ou�cn Z cn >mCO F' Criu -~ Zc ¢ cn .- o Z W w� W Z WW =y� Z 41�- 2wF- zrr w -¢ w= Wm0= LLIu)0 M U) a ix a: � c) �, 1 0 LL Q U Lu CL aw a. 9 _? °ZW 0WZ F.-o _ mYW WW � ZQ 0 C z0 CL 7013.O C/) z9w -5- =a Lamo n Z . LL _c�� Wd t. ' WWI-- � o P ` Z c, -QW - W � m � w tN o u�= ��w OaLL�� O- � W (1) M 0 ZWW°a� Z (1) c:> Z _W UJ 0 O Lm 9 _ Zw=°=°� �6 w Z 0wWw�C z c� W Oct z� w =O ¢w w r r �� Zn.F > -1u O QW Zz z N �p w P u. r'0, g tL Jr.ZZ O w w 0w C§ mw > <' 0 g 0 r C3 W Ly � z O Z Oc') 0 IL Z Uj Z OO _ ■ ;ate � -m 5 Q L� U- W MATCH LINE—SEE LEFT Lu O � Z w ©mow CA w F__ 0 ww w w mLLIF""t'�C')Z¢W cl) W W Z_3.0 } -1 w u°Ciuo►w�s� � i:3 OL CL MONUMENT AT INTERSECTION OF 0� WHITE LANE AND BUENA VISTA ROAD ; w w STA. 62 +79.83 o w ° m z Z ° Q Z +C9 -------------------------- - - - - -_ , �Q ~cnZ <OW owwwo zwQ .. ��� - W LL' w � I-- WHITE LANE LANE tr w v o F= m >-U NORTHEAST CORNER ;I o � � � a � D W ~ w SEC, 13 T. 30 S, �� z w o N z� m o H COMMERCIAL CORNER R. 26, EAST, END, ��. W `� � w w w � N � 0 4�W O u v . 12.19 GROSS ACRES CL TA - - i� � � � � � W O Z � p � � � `�. �" � ~ m S . 62 +79,83 i, PHASE 1 � a Y Q �'' m N � � � � W W � Z o a � 2 w REVIEWED BY* � EX SEWER MANHOLE � � 3 o z� m p v� STA. 27 +07 w ­2 LL p� �o � o II U. 4-�� EX SEWER MANHOLE � PHASE 2 co 3 � OPEN TRAM F-- � � � J � 4 w W 0 m U. STA. S % +'I S � - � W Q W (n LL' � � DER w WFOWO CD V) Pmwa . 0 (n ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE PHASE 1 v W J m z �',�� Cop �i LOT 4 OF ; U� v�mzoO�Z�aJ. N � � Q A:P PL R 0 VE D BY. � � LOT LINE ADJUSTMENT n � � o Z U� W� J 'Wg 3 w � � 4 PHASE 2 No. 12 -0133 � z � Q � — o� °v� 6.32 GROSS ACRES it w � Z � � � � a m O ��' � 'A/ W a��aaO�ZCi� OL , /3 MATERIALS LIST 4 i - DRIVE RIDGE � Z � W w X a Q 1s��3a PUBLIC WORKS ESTIMATED QUANTITIES FOR PLAN � i � F � w � cn � DIRECTOR, CITY OF BAKERSFIELD DATE � � a W � s z � k' � RAUL M. ROJAS R.C.E. 39880 CHECK AND INSPECTION FEE CALCULATIONS. ;I o '' C� � J � ° Q v� c� w NOT TO BE USED FOR BIDDING PURPOSES. o i vii t� �- � � � a � � W EX 42 BUENA VISTA � � � O � w � v� w � � 5 TRUNK SEWER i I .7 � O w 2 0 ow v 8" PVC SEWER MAIN 0210 �-tF. � ir 16 CASING AND BORE 151 L. F. INSIDE DROP IN EXISTING MANHOLES 2 EA. � ,a S � C . J 3 . , r . 3C� � . , F� . � c� � . �I � BENCHMARK USED. SEWER CLEANOUTS 3 EA. � i? r CORE INTO EXISTING SEWER MANHOLE 3 EA. 4 � �� " D. • � • & �J • ' °D Z J TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST R -2 ZONE � � W CORNER OF SECTION 13- 30/26, BEING ABOUT 50 —FEET SOUTH OF THE 14.55 GROSS ACRES �I ;� in _ Q RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ;' "' I— Ono PHASE 3 >.. ELEVATION = 354.13 STA�� SEWER MANHOLE SHEET No. DEX ,. co #2 � Q AFC. '1 ::3., -r. 3C� s., R. � 6 E. _ sanoRR,, PLACE -- - - - - -. � Q( 42" BUENA VISTA CD TITLE SHEET —KEY MAP ivl . U' : B. �c J\i1. CD � -- ----- �--------------- . - - - -- -� - - -- rnuNK sEw� BASIS OF B BOLTHOUSE DRIVE � , GENERAL NOTES &SECTIONS PHASE 3 -__ � - - - - -- - -- -� � THE BEARING OF N 00'5745 M E ALONG THE CENTERLINE OF BUENA VISTA BUENA VISTA ROAD LATERALS w ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. LEG TMH- TOP OF MANHOLE ELEVATION 0 SOUTHEAST CORNER � SEC. 13 T. 30 S. INV.- PIPE INVERT ELEVATION R. 26, EAST, BEGIN (E,S,N- W)- (EAST. SOUTH, NORTH. WEST) _ Mi CL STA. 10 +00 P.V.C. POLYVINYL CHLORIDE y aR �q�e � f - APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY F - -- -(js �D ALL LENGTHS PRIOR TO BIDDING THIS PROJECT PG &E SUBSTATION MING AVENUE R.C.P.- REINFORCED CONCRETE PIPE R.G.J.- RUBBER GASKET JOINT �' sou RARROA�ciFic CB- CATCH -BASIN � W � w STA.- „W Q � Q 0 W w ILLUSION- Z_ � Q � WAY uu Q � � WHITE LANE i i'� Q UNDMROUIND SERVICE ALERT ; _N_ L'� 0 �� MAP Z OF SOUTHERN CALIFORNIA. i KEY KEY MAP LEGEND w — m �FOQE � '���, i SCALE. 1' =200' � SHEET INDEX NUMBER � C5 Q U) � CL MONUMENT AT INTERSECTION OF � � CAMPUS PARK DRIVE APlO BUENA VISTA ROAD � COAX SEINER CLEANOUT W/NUMBER � U. N BOLTHOUgE SITE STA. 35 +37.68 R11/E u i D , PROPOSED SEWER MAIN � S A , - EXISTING CENTERLINE N SOUTHERN PACIFIC Q � h CAMPUS PARK RAILROAD 0 y♦ �� - - - - - -- - -- �' -DRIVE - ---- �} - - -- EXISTING SEWER MAIN WITH MANHOLE cn a rre` ��V M 0 S E R �� C� � 1 � DATE 04/16/2013 o DIAL TOLL FREE 1- 800 -221 -2600 � PA JOB No. 12 -2642 PANAMA LANE O AT LEAST TWO DAYS BEFORE YOU DIG i SHEET -- ----- MATCH LINE —SEE RIGHT E VICINITY MAP Q NO SCALE N OF 3 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO, THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT -OF -WAY, UNLESS SECURED BY A .SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT, 4. 24 HOUR NOTICE; PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE, THE SECTION MAY BE NOTIFIED AT (661) 326 -3049. 5, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS, 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN. ON THIS PLAN ACCORDING TO AVAILABLE RECORDS, THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1- 800 -227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION, 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY, 8, IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS Q�` THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION, 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, 13, IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT, 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. COB SEWER SPECIFICATIONS 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER, 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3, PVC PIPE INSTALLATION: A. MATERIALS; PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR -35+ PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED, B. JOINTS, USE ONLY L ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE, 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH, IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT -OF -WAY LINE, 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD, SW -1, UNLESS OTHERWISE NOTED ON PLANS, 6. WYE- FITTINGS SHALL BE INJECTION MOLDED IN -LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP, ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF TEN FEET BEYOND THE RIGHT -OF --WAY AND SHALL BE 8" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8, THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 AND SECTION 70-1.02H AND 71 --1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE ' OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION, 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6, 10, SYSTEM TESTING, INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION, WER SPECIFICATIONS (CON'T 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 3600 , IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS, A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE, 2a, ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT -OF -WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -226 3, ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE, 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 72' f 65'± 51'f 37'± 33'± z a � a v V) w W W z Q W o a I Z Q 0 0 Ld W J > �o d- 0 �-- �, (D 0 �- W a a W >� � w 0 17't 4'± w w Wa W W TOP= TOP= CITY 1, STANDARD THE FOLLOWING PLATES CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF a THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) 2Z� �_ CITY STD. No. DESCRIPTION SW -1 SEWER LATERAL MARKER ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE El SW -3 PAVEMENT PATCHES w Q_ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS CL W SW-6 6" CLEAN OUT El SW- 7 HOUSE CONNECTION WITH VCP SADDLE El SW -8 INDUSTRIAL SAND TRAP: El SW -10 SAND TRAP El SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ SW -12 SEWER LIFT STATION VALVE BOX El SW -12 SEWER LIFT STATION VALVE BOX . ST -22 TRENCH BACKFILL & COMPACTION � a. ST -6 STANDARD PAVEMENT PATCHES 356.91 TOP- 357.01 NQMAH = TOP= 352692 TOP= 360.13 350.87 .40 CORE INTO EXISTING II INSTALL 73f L.F. 8" MANHOLE (SEE SHEET 3 NOTE 04 ) TOP CASING 345.21 PVC SEWER 0 0.35 8" INV W= 344.00 8" INV E_ 344.26 16" CASING (SEE PLAN VIEW) NOTE: VERIFY EXISTING LOCATION AND ELEVATION IN - FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. A T ERA A CO MERC IAL S N15 64± °a °a Li Li = Z 2 Of i= OW 0 3 Lila- W 8" INV E-= 341.26 Q. v 0 TOP TOP = 348.94 350658 (4) EX, 2" EX. 2" TSI TOP= 350.29 TOP = 350.23 INSTALL 61f L.F. 8" PVC SEWER 0 0.35% 4'f- 28'f X. 42" INV N - S= 341.73 r w Z a a W W Z 2Z� �_ Z M) J C' 0V) U) a C3 W Z w� V -rV _� Z 40 N xox W 0 0 a w Q_ m F- =z �UClG L) CL W I.L. LL11 W Q. v 0 TOP TOP = 348.94 350658 (4) EX, 2" EX. 2" TSI TOP= 350.29 TOP = 350.23 INSTALL 61f L.F. 8" PVC SEWER 0 0.35% 4'f- 28'f X. 42" INV N - S= 341.73 r TOP- 350.39 15" CLEAR .T8" INV E= 'aT".�T.1i' T 345.5 3 NOTE; CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING STUB(S) PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO. CONNECTION TO EXISTING STUB, IF POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. Z a a ca x w w 17' f -. ----4' ± X W W TM H = TOP= TOP= 355.36 350.52 350.48 EX, MEDIAN CURB 19' On 8" INV W= 341.04 16" CASING (SEE PLAN VIEW) 1. r 3" CLEAR (CASING TO TOP 15 ") EX. 15" INV W= 338,79± CORE INTO EXISTING MANHOLE (SEE SHEET 3 NOTE ::,-m-NOTE: VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. X. 42" INV N -S= 337.22± 71'± 70'f 50'± w Z a a _ j V1 2Z� �_ ZW ° w = CL Z w a �W M ., w� U) a C3 o D Z 40 N xox W a. W X W TOP- 350.39 15" CLEAR .T8" INV E= 'aT".�T.1i' T 345.5 3 NOTE; CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING STUB(S) PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO. CONNECTION TO EXISTING STUB, IF POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. Z a a ca x w w 17' f -. ----4' ± X W W TM H = TOP= TOP= 355.36 350.52 350.48 EX, MEDIAN CURB 19' On 8" INV W= 341.04 16" CASING (SEE PLAN VIEW) 1. r 3" CLEAR (CASING TO TOP 15 ") EX. 15" INV W= 338,79± CORE INTO EXISTING MANHOLE (SEE SHEET 3 NOTE ::,-m-NOTE: VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. X. 42" INV N -S= 337.22± 71'± 70'f 50'± 19'f- INSTALL L. F. 8 TO P CASING PVC SEWER CAD 0, 346.14 79 16" CASING (SEE PLAN VIEW) 1 3" CLEAR (CASING TO TOP 15 ") EX, 15" INV W =/ 343.07f Lei LATERAL AT SOLTIERRA P Rte. a� w . a w o Y w U. OC w Q z w w 'S c W w i U w 0 LL O o a .� di 00 .. n '� al > U p W pG � a dam, 0 D V O W W W LL w m ° Q ■ 1— Owuu L �oQ r' C Q ZW ° w = CL Z w a �W M ., Lu LL. z , U) a C3 ZWWOJ - =W m �W �zm w0 Z 40 N z cry F- F- = cn o L2L �0��o � � ttf M V W Boo u"� _ w =z �UClG L) °Z o � z 0 �= V) V)W YwV c ¢z0 3,00.ggo aazz° � L LL �pa V) 55 W >J0,(,� =CIS C"+ 0 G�°`o-cW� -cn0 0z F5 ow Lu oo ~o ~� rx m N 1.1.1 .*..0 w 43 M ��- .- LOU W Z 0 z � Co CL W �-�- 17'f Lu uj 8 C0 N 0 ' 0WwW"-� �.I Z %3 M W . t?�ZCWLFuw � ¢WVZ =�W�z� z�0�d" °W r CO � N � a. FzwF- - -z -oo9 z zV o W w ui > Q'W w U?? M., = 1wL 0 a) w m 31 cs Z U- W w W co LL-� CL J0 m =F- =I-W 0 358.40 cn j R -2 ZONE 6.32 GROSS ACRES CONSTRUCTION NOTES MIN. INSIDE DIA. D 12 s� � EX. MEDIAN Ell INSTALL 8" PVC SEWER O 0.35X (LENGTH SHOWN) CL BUENA VISTA ROAD INSTALL SEWER CLEANOIJT 16" PLUG EXISTING 15" STUB A MANHOLE. INSTALL PVC LINER •PLUG. X INSTALL SEWER LJ Cn - - RIGHT -OF -WAY Q INSTALL INSIDE DROP IN EX. MANHOLE PER C.O.B. STD. DWG. SW -3. a. .. < LL- Lr) N O (C.0.6. PROPOSED SEWER STANDARDS DATED 6- 2 -99). —�— — �- �- EXISTING SEWER O � ♦ w r*-% F- - - EXISTING EDGE OF PAVEMENT BORE UNDER EXISTING UTILITIES AND PAVING PER C.O.B. STD. DWG. � w L Q W -7. INSTALL 8" PVC SEWER IN 16" STEEL CASING (MIN. LENGTH OF W0 EXISTING AT &T UNDERGROUND LINE PHASE 1 CASING SHOWN). CORE INTO EXISTING MANHOLE do CONCRETE - - -E 7 - - - EXISTING PG&E UNDERGROUND ELECTRICAL UNE UN UND SERVICE ALERT SLURRY AROUND PIPE TO SEAL MANHOLE AS DIRECTED BY CITY - - �AS- - - EXISTING PG&E GASMAIN ENGINEER. REPAIR /REPLACE PVC LINER IN MANHOLE AT CORE > U Ova W ce LOCATION. �.s� EXISTING TRAFFIC SIGNAL INTERCONNECT NOTE: ANY STREET STRIPING DAMAGED BY CONSTRIC110N EXISTING UTILITY POLE OPERATIONS SHALL BE REPLACED IN LIKE KIND BY CONTRACTOR., R -2 ZONE 14.55 GROSS ACRES 'SHE EXISTING OVERHEAD ELECTRICAL AND BRIGHTHOUSE FIBER OPTICS LINE F0 EXISTING UNDERGROUND BRIGHTHOUSE FIBER OPTIC LINE � EXISTING UTILITY BOX � OR EXISTING SIGN PB' EXISTING TELECOMMUNICATIONS MANHOLE COB CITY OF BAKERSFlELD EX. EXISTING ALL PLAN VIEW STATIONING IS BASED ON BUENA VISTA ROAD CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. EX. FIBEROPTIC (2) EX. 2 HE OHE UTILITY BOX � CONDUIT STUBS OHE �� 01- C0�2 CO #I3 OH E OHE �iy ss – Z: EX. R W 8 EX . R W ._._ F( --- -- __Fa__ -- -'-- -�'a -" + � A,� � _ - � - - .- �� -- --GAS ft__Ts1 . Ex TRAFFIC `� " T I --�-�- -- TS I �--- EX. 34 „ PG &E GAS PIPELINE-/ FUTURE FL SIGNAL BOX FUTURE FL -- - - -- -- -- -- -- -- -- -- -- -•r -- _ _ _ _ _ .._...._ . _ _ _ _ .._ _ _ _ ._._ _ - - - - - EX. EP PER COB WIDENING PROJECT „ "STREET” ---� STREET ----- r,� - - - - -- - - - -- - - - -- _ _____ -__- -�.� .r,J .�_- ____-- _____ -- r-- ----- - - - - -- - T TT T T T "PEDESTRIAN ------------------------ - - - - -- a �- ----------------------------------------------- CROSSING T T T a _ T P. O EX. EP PER COB WIDENING PROJECT El El m1 GAS GAS GAS GAS GA GAS „ EX. 6 SOCAL GAS MAIN ,r EX, fi SOCAL GAS MAIN EX. 5�.� „ M. EX � � STUB M :: " EX. 42 BV TRUNKLINE �: , EX. 42 BV TRUNKLINE �g „ PEDESTRIAN .. ��` J ��` J `b DO NOT ENTER CROSSING" S_ - .- S _ S ._ - - s - - -S - -. S EX. MEDIAN 27 "1 WAY" EX, MEDIAN 48 49 1 WAY �. o ♦� ��.e.♦® ♦ °♦� ♦'s�♦"e"♦_e' '♦'e`er ►� ♦� w ♦ ♦e ♦e DIAL TOLL FREE 1- 800 - 221 -2600 AT LEAST TWO DAYS BEFORE YOU DIG i I SCALE: 1 "� 20' 0 10 20 40 G� D 0 I NCO �M W NQ W(1) W U Q Ld X Q LdU .--� I W X Z w �- �L0 N _ T_ Nt 0 > > C) �-- Z Z o� �0� L0 Nt 4t PHASE 3 EX. MEDIAN CL BUENA VISTA ROAD GAS EX. TRAFFIC SIGNAL POLE AND BOX EX. SOCAL NOTE: CONTRACTOR SHALL CONTACT PG &E AND POTHOLE EXISTING 34" GAS MAIN PRIOR TO STARTING ANY CONSTRUCTION ACTIVITY. CONTRACTOR SHALL POTHOLE ALL UTILIZES PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER L OF IF THERE ARE ANY DISCREPANCIES ■ D 2 0. rn -�C D -�I ap �o rri .� O � Drn ul t*i O Ro mo rm- cn fln C� -° o Z �� m � rrt a Z Z • A i fi i ■ W J O S Q W x W X Ld U) I Z N Z COMMERCIAL CORNER 12.19 GROSS ACRES OHE "E W W FUTURE FL ._._ EX. RW Tsli GAS ----GAS— EX, 34" PG &E GAS PIPELINE J: VT _ T T T - „- ,--- - - - - -- -- -------------------------- EX. EP PER COB WIDENING PROJE *_ s GAS GAS'S EX, 6” SOCAL GAS MAIN". . EX. 42" BV TRUNKLINE M T SR PHASE 2 ---------- ,SCHEDULE-- S 'EL CAS- IIVG FOB' PVC PIPE NOMINAL INSIDE DIA. MIN. INSIDE DIA. D 12 s� � EX. MEDIAN 0 X CL BUENA VISTA ROAD 'T'� I I w 16" 30" X LJ Cn � O U3Z Z a. .. < LL- Lr) N O 0 a. w ~ 0 J> Z Z O � ♦ w r*-% F- w 0 ��N w CSC � w L Q U. W0 M�� p a PHASE 1 All ,�, UN UND SERVICE ALERT OF SOUTHERN CALIFORNIA �. o ♦� ��.e.♦® ♦ °♦� ♦'s�♦"e"♦_e' '♦'e`er ►� ♦� w ♦ ♦e ♦e DIAL TOLL FREE 1- 800 - 221 -2600 AT LEAST TWO DAYS BEFORE YOU DIG i I SCALE: 1 "� 20' 0 10 20 40 G� D 0 I NCO �M W NQ W(1) W U Q Ld X Q LdU .--� I W X Z w �- �L0 N _ T_ Nt 0 > > C) �-- Z Z o� �0� L0 Nt 4t PHASE 3 EX. MEDIAN CL BUENA VISTA ROAD GAS EX. TRAFFIC SIGNAL POLE AND BOX EX. SOCAL NOTE: CONTRACTOR SHALL CONTACT PG &E AND POTHOLE EXISTING 34" GAS MAIN PRIOR TO STARTING ANY CONSTRUCTION ACTIVITY. CONTRACTOR SHALL POTHOLE ALL UTILIZES PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER L OF IF THERE ARE ANY DISCREPANCIES ■ D 2 0. rn -�C D -�I ap �o rri .� O � Drn ul t*i O Ro mo rm- cn fln C� -° o Z �� m � rrt a Z Z • A i fi i ■ W J O S Q W x W X Ld U) I Z N Z COMMERCIAL CORNER 12.19 GROSS ACRES OHE "E W W FUTURE FL ._._ EX. RW Tsli GAS ----GAS— EX, 34" PG &E GAS PIPELINE J: VT _ T T T - „- ,--- - - - - -- -- -------------------------- EX. EP PER COB WIDENING PROJE *_ s GAS GAS'S EX, 6” SOCAL GAS MAIN". . EX. 42" BV TRUNKLINE M T SR PHASE 2 ---------- ,SCHEDULE-- S 'EL CAS- IIVG FOB' PVC PIPE NOMINAL INSIDE DIA. MIN. INSIDE DIA. 6" 12 s� 8.� 16" to 20� 1.2" 24 16" 30" . 8° WALL STEEL CASING /AI{ CIE ` IS WATERLINE '00. +6 MIN. PlPr .1111AI r....- 0 0 - ■ W_ u- LL. V- W� W Q � ui Q J zUw W °uu<t O W W W W w �d M �m�FZ -- z°- z M a. Z Wm= co > � � cc QD r_ 4"'). a E r W =OW W�Q�S� � � 9.0. CJ p�Wa gm C,,,) Z V 0 T3:: w �OOOw �wQ � Q 05 F = Z a oCO��- �093C>- iwYw °W "m o ED U zz�a,a, oc 5"z3: w uwm ? tai Et��o te —a W 0 � F- z pw W .�-+ u`5. f w� 6 W 4a M r�o��d' �[W °zap 06 Z 4) Gl Z�pW�W'eJ��pQ � ice- Qwt= w =c?p`,c�� � CV u� WWwwm8* Z M 62fl2m,s�g t¢ w a. 0 o. 0 p cn 0 QWUZ= w z� C� Z W 8 Q w 0 — co z z 0 c�zpw , w w N c> w w >�yc3 a. cry ¢ w ca 0 o���z�u0.iwwcn 0 Z _j c° 0 F— _�>-�° Z� w= z Q Q p z� = >o ��w Q0 _Q> �r .W zo �W o w< - Q -M p L QmLU ~���Z4¢�'� 0 WW�Z -J?O;m ww Zia. ww wa w� CL BUENA VISTA ROAD SEC RON A -A PIPE CASING PROFILE. 8" WALL SMEL CA5YNC PIPE �GH QENSlTY POL YEiHYt,EAIE PLASTfC PE INSULATOR pN�9TH 5K� TO CLEAR PE . S�p�Sq ip1 N�477� .�`1DSL S1PAPPED � AL TAtNC S STFEL. PIPELINE PLAS71C SKIDDED ASI a 1 rem AMPS W. Z QJ� Q � � w zo =Q w� o0 a, �Q w �-- u� o 0 <C oc �- z JCis w -� zw w w� C/) C-0 o M O a J N d' N Cil � Z Q N J W I � 3 DATE 04/16/2013 N PA JOB No. 12 -2642 SHEET 0 a E i N N OF 3 SHEETS j. I ( - -- at 4�- 6g � / W a. .. NO � 0 a. Wm z z w m w W w CSC � w L Q U. a p a DER All ,�, 00 > U Ova W ce CL BUENA VISTA ROAD SEC RON A -A PIPE CASING PROFILE. 8" WALL SMEL CA5YNC PIPE �GH QENSlTY POL YEiHYt,EAIE PLASTfC PE INSULATOR pN�9TH 5K� TO CLEAR PE . S�p�Sq ip1 N�477� .�`1DSL S1PAPPED � AL TAtNC S STFEL. PIPELINE PLAS71C SKIDDED ASI a 1 rem AMPS W. Z QJ� Q � � w zo =Q w� o0 a, �Q w �-- u� o 0 <C oc �- z JCis w -� zw w w� C/) C-0 o M O a J N d' N Cil � Z Q N J W I � 3 DATE 04/16/2013 N PA JOB No. 12 -2642 SHEET 0 a E i N N OF 3 SHEETS j. I ( - -- at 4�- 6g � /