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HomeMy WebLinkAbout6.2-719WNr ' I m Nam I I I I I I I I I I --I I I I I it I oJN� a�Ny I I I I W O m I i a0 I Wa= I I 0 Q i I 4 irmoa I N :1w n m a W02a I =-i _J I nA�oo I I �I I o I I I I I Z 6 o - ZI 3 �' O LU EXIS 101 SIG LI m �IN ION G JN I 3 tl �I ICI K 1� II 55 S 20' WIDE LOUIS R. MARETICH SEWER 20' WIDE SEARS, ROEBUCK & CO. DISPOSAL AND STORM DRAIN PIPES 81 VALZA CORP. QUITCLAIM PER EASEMENT PER BK. 3796, PG, 404 O.R. r BK. 5979, PG, 604 O.R. (PARCEL 1) to BUS STATION •Ci7 `��a - n .M1�_ t •r �iiZIRP. QUITCLAIM 22 • ' 1 I WAWA -11'XIO' FOR WIRES r4WID"C GAS 1CABLES -._.__- ...._ ln! �.� R. � A 1+I11>•. atI a N•J:1- •AJIt � • kmtx oil PONT OF CONNECION L --- J W. NOTE h -• h • �I\7■■■ 1 1 ■■■■■ CONTRACMIR 10 VBVY LOCA710KSIZE I• i • a �1 •rJAW, 1 1 •1 IIINVERTS".r/ al r LINE •• 1 ]''I A\`]1 7 .1 17''13.\`71 : ,1 TO R E - I�II��■■■ --; i1A MEN E)ff DMEER OF ANY DSW"ANOES. on i ■■■!1■ I I i I I I I C'&" SETBACK LINE #2 -- _- I PER BK. 3879, PG. 586 O.R. 0' WIDE VALZA CORP. QUITCLAIM ER BK, 6049- BK. I. O.R. 'ARCEL 2) I • 6'0�ORAIN 383.75 11 I 12" DRAIN se®•2o'33"E 28.31 4 i • I • 12• DRAIN S88.2D WE 4 la DRAIN 1 PROPOSED BUILDING 147,792 SF If DRAIN SMM*E 26.75 rr Iwo► _ •i 11 dim 1 . • : , 1 r = ^' _ _ w1oni- owl WE 1W I OF If WMER Vi'i i• 1 •a 11 ' atti DRAIN 0 I=7&6W al. goo 1 r ► 1 c MON./16t J ' per,... . \ ' - ---- - R I AAP •. 5889, P.M. •' tr-s. - A .� �.,. •- DRAIN___,� ,.. -' --..'.a ��1 1N� --��f 7, rV� Ki�iPPji�i,'��►/1_V 148 18 STORM DRAIN (4„� �-- V _ n _ DE NON-BUILDAEASEMENT-)) AGREEMENT PER DOC. No. 0198145788 O.R. cc TA ��10' WIDE PACIFIC GAS & ELEC. •- - PG. 937 O.R. R. Itswi, OM7RAM TO VIEW A 396, PG. 114 O.R. PACIFIC THEATRE .,INY II INVERTOF a _ ` DRAIIN LK BEM ' r BUILDING h 1 .. •` • ENGINEER OF PAP ^ n I _ •- 12" ORAIN S!■"l0'33'E 28.1 ' I 4 � MVAM r P AP ^ • W • P • s •> P A' I Z DOM iN�a � our. 37s.98 N11V• S LEGEND: - - - CENTER LINE GENERAL NOTES FOR STORM DRAIN: EX. EXISTING OO FOUND MONUMENT AS DESCRIBED ---------- EXISTING EASEMENT 1. STORM DRAIN PIPE SHALL BE ADVANCED DRAINAGE SYSTEM N12 PIPE WITH SILT TYP. TYPICAL TIGHT INTEGRAL BALL JOINTS OR APPROVED EQUAL. q CENTERLINE ® EXISTING ELECTRICAL BOX - - - - - - - -RIGHT-OF-WAY o CONC. A.C. CONCRETE ASPHALT CONCRETE EXISTING TRAFFIC SIGN w PROPOSED WATER (WATER PLAN BY OTHERS.) GENERAL 1. NOTES FOR SEWER: ALL SEWER PIPE SHALL BE SDR35 PVC AND SHALL HAVE RUBBER GASKET JOINTS. P.M. PARCEL MAP D4 EXISTING WATER VALVE S FURNISH AND INSTALL SEWER PER C.O.B.STANDARDS. P � NOTE: CON7RAC7nR � CO VERY �OCA710N lro ' EP FL EDGE OF PAVEMENT FLOWLINE EXISTING FIRE HYDRANT --� FURNISH AND INSTALL STORM DRAIN PER C.O.B. STANDARDS. GENERAL 1. NOTES FOR UTILITIES: PACIFIC GAS & ELECTRIC COMPANY CONDUITS AND BOXES TO BE FURNISHED DIVERT ETO OF EXIST. SEWER UN TO TOP OF CURB AND INSTALLED BY CONTRACTOR WITH PULL ROPES, TRENCHES AND SHADING. POINT OF CMNEc*n REDONE CONSTRUCTION AID INV INVERT OO EXISTING SEWER MANHOLE 0 PROPOSED GAS PACIFIC GAS & ELECTRIC COMPANY TO PROVIDE CABLE AND TRANSFORMER. 3=2 W. OF ANY DISCREPANCIES' O/X OVER EXCAVATION ® E PROPOSED ELECTRICAL & ELECTRIC COMPANY ITEMS FURNISHED AND INSTALLED BY PACIFIC SENCMSEWE L.S. LANDSCAPING PROPOSED SEWER MANHOLE 2. PACIFIC GAS FF FINISHED FLOOR GAS & ELECTRIC COMPANY. TRENCHING AND SHADING BY CONTRACTOR. ® PROPOSED STORM DRAIN MANHOLE T. PROPOSED TELEPHONE - - FP FINISHED PAD M EXISTING TELEPHONE BOX 3. BRIGHTHOUSE ITEMS TO BE FURNISHED AND INSTALLED BY CONTRACTOR. GB GRADE BREAK -� PROPOSED UTILITY TRENCH BRIGHTHOUSE TO FURNISH CABLE. FIG FINISHED GRADE Em EXISTING WATER SERVICE TW TOP OF WALL 3"•M SURVEY ELEVATION 4. MINMUM UTILITY TRENCH WIDTH IS 18". w_,_i,�" WATER W ... - D.I. P.C.C. IRON I LE T DUCI DUCTILE CEMENT CONCRETE 4 PROPOSED CATCH BASIN 5. MINIMUM COVER OVER GAS IS 42". 5.00' UTILITY TRENCH 6. _ MINIMUM SEPARATION BETWEEN GAS AND PRIMARY POWER IS 12". _ 2.00 S EXISTING SEWER LINE ITM OEM 7. MINIMUM COVER OVER TELEPHONE IS 30". w EXISTING WATER LINE 7.00' 8. SEE FINAL UTILITY COMPANY DRAWINGS FOR DETAILS AND SPECIFICATIONS. - -T-- -EXISTING TELEPHONE LINE UTILITY COMPANIES: ELECTRIC -PACIFIC GAS &ELECTRIC COMPANY 9. CONTRACTOR TO BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE _ _ 24" DRAIN -� - c EXISTING GAS LINE RELOCATION OF ALL EXISTING UTILITIES. GAS - PACIFIC GAS & ELECTRIC COMPANY E EXISTING UNDERGROUND ELECTRICAL LINE(S) WATER - CALIFORNIA WATER SERVICE CO. 10. CONTRACTOR SHALL ENSURE THAT THERE IS NO INTERRUPTION IN SERVICE TO ADJACENT PARCELS. x x EXISTING CHAIN LINK FENCE SEWER - CITY OF BAKERSFIELD 11. RAISE EXISTING MANHOLES, CLEANOUTS, UTILITY BOXES, ETC. TO GRADE. CONSTRUCT NEW DETAIL- A -A STORM DRAIN - CITY OF BAKERSFIELD CONCRETE APRONS AND REPAIR/REPLACE LIDS. SCALE 1"=10' r- FLOWLINE EXISTING CURB AND GUTTER TELEPHONE - AT&T 12. CONTRACTOR TO NOTIFY PG&E 14 DAYS PRIOR TO POWER AND GAS DISCONNECTION. UP CABLE - BRIGHT HOUSE NETWORKS - - - - - - - PARCEL BOUNDARY 0 1 I I I I I I I I FOOD COURT AREA 1 ®\\ 6AUFORNIA W MCE CO. WATER LINE EAS T PER BK. �\ 6032, PG. 455 O.R. \ _ F-�1, I I I I II -• \ I I I I I I I II II II 3 2 C. S ALLS I I I / 6 STALLS I STALLS giY6 ST LLSI i' �P E If DRAIN 48.85' 1 q.cy sr 101X I I II 1 I � I �I I I I II ��►. 16 STALTV OMWE If 01.00x �• a w dal l I I I i 17-71 Ar, � I I 1 I I I L AW10 2 I' I I I II 3TAt\l.s i I I l i �!4 E4ip I I I I II 17 STALLS I 1 I I I I g II I I I I I I I I 1 �2 STALLS/ I ail WIDE PACIFIC GAS & ELEC. 19 O.P K 7 9 / /2 LW11 ___ I Iw I cW I WI 7 220 STALL± I I � CAMH UM I� c r Ift si w i 8 I� WE 397.70W. 24 N-W 2 � � E�ii.1�l.Fis I I I I I VALZA CORP. QUITCLi�AIM PER I I I I BK. 5870, BK. 1647 O.R. I I I 1 (PARCEL 2) I I I I 1 �-_2--- '%;W FD. C I 2 I PER Ef BK, 1 J Q I 30' WIDE ALTON E. GIGGY AND GERALDINE GIGGY ROAD EASEMENT PER SK. 865, PG. 201 O.R. I I � SCALE: 1 " = 50' 50 25 0 50 100 CONSTRUCTION NOTES: O INSTALL GRATE INLET PER DETAIL A SHEET C-6,1. OINSTALL MANHOLE PER CITY OF BAKERSFIELD STANDARD DETAIL D-18. O INSTALL SEWER CLEAN OUT PER CITY OF BAKERSFIELD STANDARD DETAIL SW-6. ®12" STORM DRAIN TO CONNECT TO ROOF AND CANOPY DOWN DRAINS. O5 INSTALL GAS METER PER P.G.&E. STANDARDS. © CONNECT TO EXISTING 12" WATER. O INSTALL FDC PER C.O.B. STANDARDS. ®INSTALL CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. O9 PROPOSED WATER BY OTHERS. 10 INSTALL CATCH BASIN PER DETAIL B SHEET C-6.1. 11 INSTALL CATCH BASIN PER DETAIL C SHEET C-6.1. /SNEER " / b l�� NO i W LS U W 10 Z Z _i U x CO 0 (E)TARGET 0 REVIEWED BY: N Development Manager (DM) / 0 Revise and Resubmit Not Reviewed Approved as Noted Approved N Project Architect (PA) / Revise and Resubmit Not Reviewed Approved as Noted Approved Project Mechanical Engineer (ME) / Revise and Resubmit Not Reviewed Approved as Noted Approved 0 Project Electrical Engineer (EE) Revise and Resubmit Not Reviewed Approved as Noted Approved 0 Project Structural Engineer (SE) V Revise and Resubmit Not Reviewed Approved as Noted Approved Construction / Revise and Resubmit Not Reviewed Approved as Noted Approved Approved only for conformance of the Site Construction Documents to Target Developer W Guide, Edition 2.7 and the Target Building Documents. Consultant is solely responsible for completeness, accuracy, and dimensions on the Site Construction Documents. 0 x a. M m In Z O 7 LIJ w 6 0 U'e� -- � f q