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Home My WebLink About6.2-626EEVV IE F 11D Lp, 14 ffm A'F'Num 169'�04+"1�U'9� ON Ah 324 MADISU114 STREET, wt"n"Amm�wERSFIELD U*/A GENERAL NOTES: Legend 1. 24 HOUR INSPECTION NOTICE — PRIOR TO THE START OF ANY APN ASSESSORS PARCEL NUMBER Bakersfield Ca. 93309 PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION 661.283.2323 tel 661.395.0359 fax SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE BFV BACK FLOW VALVE SECTION MAY BE NOTIFIED AT (805) 326-3049. CWS CALIFORNIA WATER SERVICE DEO DEMOLISH 2. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF, DI DRAIN INLET BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK r PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT—OF—WAY. EC ELECTRIC CABINET • UNLESS SECURED BY IMPROVEMENT AGREEMENT, APPROVED EPB ELECTRIC PULL BOX INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S EXIST. EXISTING ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT—OF—WAY FL FLOW LINE SHALL BE POSTED PRIOR TO THE ISSUANCE OF THE PERMIT. FS FINISH SURFACE NG NG NATURAL GROUND L 3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) BELLE TERRACECC WORKING DAYS PRIOR TO CONSTRUCTION. RIGHT AY Sim. SIMILAR 4. COMPACTION TEST NOTE — COMPACTION TESTS SHALL BE THE TC TOP OF CURB RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER/ CONTRACTOR. TOE TOE OF SLOPE THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE TOP TOP OF STRUCTURE DETERMINED BY THE CITY ENGINEER. TOS TOP OF SLOPE 5. ANY ITEMS IN PUBLIC RIGHT—OF—WAY THAT ARE DAMAGED OR DO CENTER LINE NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL CONCRETE PAVEMENT REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. FIRE HYDRANT FOUND MONUMENT 6. PIPELINES ON CITY RIGHT—OF—WAY SHALL BE INSTALLED PER COB STANDARD ST -12. GATE HOSE BlB 7. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF @ IRRIGATION CONTROL VALVE WALL SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK v~i PROPERTY LINE MING AVE WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CASA MA LO DR CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR S SEWER MANHOLE OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. C SEWER CLEAN OUT SIGN 6. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL i, POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES), A "NOTICE OF TREE INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERALWATER VALVE PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH WM WATER METER DEPARTMENT CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009—DWQ AS AMENDED BY ORDER 2010-0006—DWQ) MUST BE FILED WITH THE G(P) GAS LINE PAINTED STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE E(P) ELECTRIC LINE PAINTED THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH OHE OVERHEAD ELECTRIC WLSON RD THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION ss(P) SANITARY SEWER LINE PAINTED PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED SS(R) SANITARY SEWER LINE PER RECORD i OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. SD(P) SANITARY SEWER LINE PAINTED SD(R) SANITARY SEWER LINE PER RECORD REVISIONS: —x x x -- CHAIN LINK FENCE n PROPERTY LINE INTERIOR LOT LINES -- -- RIGHT—OF-WAY un — -- -- — — — — — EASEMENT LINE --� --- SETBACK LINE Basis!► Bearings THE STATE ii"i OF ': 1CALIFORNIAIF Bench Mark THE CALIFORNIA SPATIAL REFERENCE CENTER C.O,R.S "AR1", ELEVATION = 362.94 FEET (NAVD 8B). O pt tJa /O\ C GA w No. C48 80 a F OF CAt- ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND CITY OF BAKERSFIELD ORDINANCES, STANDARDS CRITERIAr THEY 0 AECOM Water 5001 E. Commercenter Dr. Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax GINING www.aecom.com y BARSTOW BAKERSFIELD HWY r r 58 • s BELLE TERRACECC a c� v~i MING AVE CASA MA LO DR i, DEPARTMENT 0 - WLSON RD i REVISIONS: n un Cnw PLANZ RD IPLANZ RD IBROOKIST 99 WHITE LN vi z Vicinity DWN. u"ONQ FIAT SYSTRil TIC STATION Q scmuffATIC PIAT SHEET NO.: SCALE: NO SCALE DRAWN BY: TG DESIGNED BY: i i CHECKED BY: DATE: APPROVED BY: DATE: O pt tJa /O\ C GA w No. C48 80 a F OF CAt- ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND CITY OF BAKERSFIELD ORDINANCES, STANDARDS CRITERIAr THEY 0 i1 '■RI i BAKERSFIELT AECOM Water 5001 E. Commercenter Dr. Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax www.aecom.com y i1 '■RI i BAKERSFIELT r r s i1 '■RI i BAKERSFIELT NOTE: ALL WORK WITHIN THE COB RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH ADOPTED COB STANDARDS AND THE PROVISIONS OF COB STREET AND/OR ENCROACHMENT PERMITS. GRAPHIC SCALE 10 0 5 10 FEET RELOCATE SAWCUT, REMOVE, AND REPLACE EXISTING, MOVE 3' EXIST. A EXISTING DRIVEWAY APPROACH PER SOUTH ALONG EXISTING TC =390.79 NVI.fff 4F COB STD ST -4.1 EXCEPT 3' OF FENCE LINE E=390.36 ZONE R-2 TRUNCATED DOMES TO BE PLACED REGRADE EXISTING FINISH ON SLOPED CONCRETE AT EACH YARD SURFACE TO MATCH END OF ,DRIVEWAY z TOP OF NEW DRIVEWAY 0 N., APPROACH -4 0 X ........ 7"" /7-- a... --- ------ LO 4. t3F 0""14MNI: NK 6" SDR 35 0 rA . . ....... ....... . . . . ....... ... . ............... 0 5 PVC DRAIN 1AT"E.: 00 > 0 . . . . ....... . . ....... . . ....... . ..... .... ....... ABOVE FINISH SURFACE PM I T jp SET TOP OF INLET 2 _pp CK ....... . EXIST.276 . j7 67 1 SLOPE TO MEET FINISH . . .. ................ SURFACE @ MIN 10:1, TB M TC=390.76 TYP 4 SIDES ffrn 6 EL=391.26 FL=390.26 I...... ... AN`1,�,,`t.R-.` • ....... 7 3A D'WALK DM` SAWCUT AND REMOVE %\ ....... . .... %3 F........ EXISTING PAVEMENT. REPAIR / ........... . ......... - - ----- -4 VP ......... ..... ...... ............. ............ %A q, . . . ...... ...... . ........ . ....... ST > -11, BACKFILL TRENCH ...... ...... Al' Jnr....... .... . .... PAVEMENT PER COB STD ................ ....... ........... . .......... . . . . . .................. ...................... R X, ........... ............. PER COB STD ST 12 1_4 ..... - 9e rV > '41X ............ .41 w r": SAWCUT AND REMOVE APPROX X! 'X 27 L.F. OF EXISTING CURB AND REN . ....... . ...... GUTTER. CONSTRUCT NEW CURB A 9 _J VAU, a, I 3* AND GUTTER PER COB ST tt It •TYPEji YPE B • '141 V -S_ J0 ....... . .... CONSTRUCT APPROX. K. K' _R DU 34 L.F. OF NEW ........... . j. ....... .... . ........ SIDEWALK PER COB .. . ........ . ....... ..... % ............ ...... . . ................ 1111- . . .......... STANDARDS, MATCH A A .. . ......... V X ........ EXISTING GRADES --- .......... . ................. ............. ... . ................. H EXIST' EXTEND EXISTING WALKWAY-SAWCUT AND TC=390.71 390.21 REMOVE APPROX 4' OF EXISTING 2.5' WIDE WALKWAY TO PUMP BUILDING, REPLACE 5 ............. ...... . ........... WALKWAY AND MATCH EXISTING GRADES AND PROPOSED NEW CONCRETE SIDEWALK .......... % ZONE R-2 ASPHALT PARKING LOT f "Al EXISTING CHAIN PROPOSED FLUIDIZED WATER INLET LINK FENCE EXISTING CONCRETE SLOPE FINISH SURFACE AWAY CURB AND GUTTER FROM INLET A2 10: 1 MIN EXISTING GRAVEL EXISTING AC YARD SURFACE PAVEMENT----,,,,,, . . . . . . . . . . . . . . . . . . . . . . . mom= 69-98 L.F. 0 S=(-)0.0050 S-7_(-)0,0635 INV EL=385.51 STA 2+25.71 INV *EL=384.90 A 6" PVC DRAIN PROFILE SCALE: HORIZ. 1 10 f_011 C." EXISTING 8" SEWER STA 2+85.89 CONSTRUCT NEW 48" DROP MANHOLE IN EXISTING SEWER PER COB STD MADISON DETAIL SW -2 WITH DROP INLET STREET PER COB STD DETAIL SW -3 TOP EL=391.45± PROPOSED 6" SDR 35 PVC DRAIN 58.18 L.F. @ S=(-)0.0050 EXISTING WATER LINES, VERIFY LOCATION AND ELEVATION, (SEE NOTE)- 6" DRAIN INV *EL @ DROP=384.62 *N TE: 1. ADJUST ELEVATION OF NEW 6" PVC DRAIN TO AVOID CONFLICT WITH EXISTING WATER LINES, MAINTAIN MIN. 6" DRAIN INV 12" CLEARANCE BETWEEN PIPES, EL =377.56— INV IN EL =377.53 EXISTING 8 SEWER INV EL =377.36± VERIFY E S S No, FM C48'�80 cl- OF C77\1' TOTAL VOLUME; iONE TO TWO #. ##s PER 72,000 Gal ,YEAR I DEPARTMENT REVISIONS: DA12- 9W. MUBMWi.tn PUT I SYS= scfmnnc STA"Off scmmln■ c PLAT SHEET NO.: SCALE: 109 DRAWN BY: VENE DESIGNED BY: CHECKED BY: DATE: APPROVED BY: DATE: Ammok ma m AECOM Water 5001 E. Commercenter Dr. Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax www.aecom.com 0 PedW V) 0 IJ O ........... Z 0 x}x_:=... ... . MN jr it/, .......... 0 (D `N -STA 2+85.89 CONSTRUCT NEW 48" DROP MANHOLEIN EXISTING SEWER PER COB STD DETAIL SW -2 WITH DROP INLET PER COB STD DETAIL SW -3 TOP EL= INV INV EL=377.36 (EXISTING) \ i%s 6" DRAIN -DROP MH CONNECTION C." EXISTING 8" SEWER STA 2+85.89 CONSTRUCT NEW 48" DROP MANHOLE IN EXISTING SEWER PER COB STD MADISON DETAIL SW -2 WITH DROP INLET STREET PER COB STD DETAIL SW -3 TOP EL=391.45± PROPOSED 6" SDR 35 PVC DRAIN 58.18 L.F. @ S=(-)0.0050 EXISTING WATER LINES, VERIFY LOCATION AND ELEVATION, (SEE NOTE)- 6" DRAIN INV *EL @ DROP=384.62 *N TE: 1. ADJUST ELEVATION OF NEW 6" PVC DRAIN TO AVOID CONFLICT WITH EXISTING WATER LINES, MAINTAIN MIN. 6" DRAIN INV 12" CLEARANCE BETWEEN PIPES, EL =377.56— INV IN EL =377.53 EXISTING 8 SEWER INV EL =377.36± VERIFY E S S No, FM C48'�80 cl- OF C77\1' TOTAL VOLUME; iONE TO TWO #. ##s PER 72,000 Gal ,YEAR I DEPARTMENT REVISIONS: DA12- 9W. MUBMWi.tn PUT I SYS= scfmnnc STA"Off scmmln■ c PLAT SHEET NO.: SCALE: 109 DRAWN BY: VENE DESIGNED BY: CHECKED BY: DATE: APPROVED BY: DATE: Ammok ma m AECOM Water 5001 E. Commercenter Dr. Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax www.aecom.com PedW O 0 0 (D (D cz (D DISTRICT: BAKERSFIELD DATE: PROJECT ID.: DRAWING NO.: C-01 Sffr 2 OF 2