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Home My WebLink About6.1-1783DEPARTMENT REMSIONS: I WPN_�"v! bi ARLIN SCALE: I Na SCALE CHECKED BY: DATE: APPROVED BY: DATE: DATE: INIT. DISTRIBUTIONn K" HAT Legend SYSTM SLIEWATIC /0 OF ESSA,,p G ®/ STATION wmunc F] I WPN_�"v! bi ARLIN SCALE: I Na SCALE CHECKED BY: DATE: APPROVED BY: DATE: GENERAL NOTES: Legend Basis of Bearings /0 OF ESSA,,p G ®/ AECOM Water �. 1. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY APN ASSESSORS PARCEL NUMBER THE STATE PLANE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA ZONE 5. 5001 E. Commercenter Dr. PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION No. C48 0 Bakersfield Ca. 93309 SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (805) 326-3049. BFV CWS BACK FLOW VALVE, CALIFORNIA WATER SERVICE661.395.0359 Bench Mark w 661.283.2323 tel fax www.aecom.com 2. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF DEMO DEMOLISH THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S "ARM1 ELEVATION 362.94 FEET CAS 'i BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK DI DRAIN INLET (NAVD 88). PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. EC ELECTRIC CABINET ENGINEER'S STATEMENT: UNLESS SECURED BY IMPROVEMENT AGREEMENT, APPROVED EPB ELECTRIC PULL BOX INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S EXIST. EXISTING THESE PLANS AND SPECIFICATIONS WERE PREPARED, BY ME OR UNDER MY DIRECTION AND, ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY FL FLOW LINE TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH THE CITY OF BAKERSFIELD 0 lot SHALL BE POSTED PRIOR TO THE ISSUANCE OF THE PERMIT. FS FINISH SURFACE ORDINANCES, STANDARDS AND DESIGN CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, 3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) NG NATURAL GROUND OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA WORKING DAYS PRIOR TO CONSTRUCTION. RW RIGHT OF WAY ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS t=j Sim. SIMILAR REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. t H 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 7 rtao4w� 01 6. PIPELINES ON CITY RIGHT-OF-WAY SHALL BE INSTALLED PER COB FOUNDMONUMENT0 APPROVED BY. DATE �t (D STANDARD ST -12. GATE 7. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF @ HOSE BIBB IRRIGATION CONTROL VALVE WALL SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK PROPERTY LINE WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY, APPROVE CURBING BEHIND THE SIDEWALK OR SE D BLAS FIDLER, PUBLIC WORKS DIRECTOR DATE APPROVE Y: N OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. C SEWER CLEAN OUT R.C.E. NO. 61069 8. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL "NOTICE 0 SIGN TREE POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A OF WATER VALVE (D �d INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL REVIEWED Y: ASSISTANT PUBLIC BWORKS DIRECTOR DATE PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH WM WATER METER CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS G(P) GAS LINE PAINTED AMENDED BY ORDER 2010-0006-DWQ) MUST BE FILED WITH THE(D• E(P) ELECTRIC LINE PAINTED 0--w STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH ONE OVERHEAD ELECTRIC 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 OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING -SD(P) SANITARY SEWER LINE PAINTED NORMAL CONSTRUCTION HOURS. SD(R) SANITARY SEWER LINE PER RECORD —X —X —X CHAIN LINK FENCE DISTRICT: PROPERTY LINE BAKERSFIELD INTERIOR LOT LINES RIGHT-OF-WAY EASEMENT LINE SETBACK LINE DATE: PROJECT ID.: 6.1-17 8 3 DRAWWG NO.: G-01 CITY RECORDS NO. SHT I OF 2' GRAPHIC SCALE 10 0 5 10 FEET NOTE: ALL WORK WITHIN THE COB RIGHT—OF—WAY SHA LL BE IN ACCORDANCE WITH ADOPTED COB STANDARDS AND THE PROVISIONS OF COB STREET AND/OR OA PERMITS. EXISTING SUMP 0 BTM EL 344.5± STA 2+02.77 PROPOSED 0 DRAIN PER COB STD D-10 AT EXISTING SUMP 20'_0" 6'-8" EL=345.00± (VERIFY) F&I RIP—RAP (D50=1$") 2 PROPOSED 12 PVC DRAIN, SEE PROFILE A 0 A ..... ....... ...... ....... ...... J7 ........ .............. . ........ ... . .. ...... ....... ....... ...... ....... ....... 0 IX C Z( STA 1+98.77 . 22.5® BEND 4 TOE INV EL=345.02 EXISTING OUTLET ........................ STRUCTURE STA 1+74.91 22.5* BEND INV EL=357.13 a- 0 . .............. 1 0.11 -1 L914 I It i A R11TIM I .......... .. ` ...... ................... ........... EXISTING CHAIN LINK FENCE PROTECT IN PLACE EXISTING GRADE --- 3' MIN " c_ No. Mpo ER DISCHARGE •TOTAL VOLUN, EXISTING SUMP CAPACITY = 2.75 A.F. PER TRACT NO. 4117 NOTE: NOTIFY WATER RESOURCES DEPARTMENT PRIOR TO DISCHARGE OF WATER INTO STORM DRAIN SYSTEM. TCP TREATMENT PIPING 73.91 L.F. @ S=(—)0.0050 . ...... . . . ...................... EXISTING SUMP— - - — -------- ... .» ............... ..... r`• . N A'M /A. L.AN.STA 2+02.77 PROPOSED DRAIN OUTLET PER COB STD. STA 1+74.91 STA 1+38.53 D-10 AT EXISTING SUMP y>/1 22.50 BEND 900 HORIZ. BEND . ..... . . .... EL=345.0± (VERIFY) INV EL=357.13 INV EL=357.31 350PROPOSED 12 NOTE: Nv SDR 35 PVC DRAIN VERIFY BOTTOM ELEVATION, A 12" PVC DRAIN PROFILE J (0 AND EXISTING CONDITIONS SCALE: HORIZ. 1" = 10'-0" PRIOR TO CONSTRUCTION. VERT. 119 59-011 \_ STA 1 +98.77 F&I RIP—RAP 22.5* BEND (D=18") INV EL=345.02± STA 1 +01 INV OUT EL=357.50 • ENGINEERING DEPARTMENT REVISIONS: DAM Uff. DUTMMONn MAP PLAT El STATN WM " T WA,c F PLAT SHEET NO.: SCALE: 1 99 lot -021 DRAWN BY: VENE ;Msi G_NED_ BY: CHECKED BY: DATE: APPROVED BY: DATE: AECOum AECOM Water 5001 E. Commercenter Dr. Bakersfield Ca. 93309 i6l.283.2323 tel 395.0359 fax www.aecom.com 0 0 (D (D lowd DISTRICT:' BAKERSFIELD DATE: PROJECT ID.: DRAWING NO.: C-02 SHT 2 OF 2