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Home My WebLink About6.1-1785gRp� ESS /p Am = c I.T ti AECOM Water 5001 E. Commercenter Dr. No. C4$ $4 rnBakersfield Ca. 93309 661.283.2323 tel GENERAL NOTES: Legend BasisBearings 661.395.0359 fax 1. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY THE STATE PLANE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA ZONE 5. F p� CAi.tFp www.aecom.com PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION APN ASSESSORS PARCEL NUMBER Bench Mark ENGINEER'S STATEMENT: SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE BFV BACK FLOW VALVE SECTION MAY BE NOTIFIED AT (805) 326-3049. CWS CALIFORNIA ATER SERVICE THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S "ARM1", ELEVATION = 382.94 FEET THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY y (NAVD 88). DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE y 2. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF DEMO DEMOLISH r CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND THEY BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK DI DRAIN INLET INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. EC ELECTRIC CABINET REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, UNLESS SECURED BY IMPROVEMENT AGREEMENT, APPROVED EPB ELECTRIC PULL BOX STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S EXIST. EXISTING CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF --WAY FL FLOW LINE TO THE CITY ENGINEER. � � SHALL BE POSTED PRIOR TO THE ISSUANCE OF THE PERMIT. FS FINISH SURFACE 3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) NG NATURAL GROUND (D WORKING DAYS PRIOR TO CONSTRUCTION. R f W RIGHT OF WAY SIM. SIMILAR E -•i 4. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE, TC TOP OF CURB 0 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 �. APPROVE Y: DATEy 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 r 6. PIPELINES ON CITY RIGHT-OF-WAY SHALL BE INSTALLED PER COB FOUND MONUMENT STANDARD ST -12. GATE APPROVE Y: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE 61069 E C. . 0. 7. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF HOSE BIBB R..� WALL SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK 01 IRRIGATION CONTROL VALVE 0 WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE PROPERTY LINE ot n a.. . CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR G SEWER MANHOLE �+ OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. C SEWER CLEAN OUT REVIEWED Y: ASSISTANT PUBLIC WORKS DIRECTOR DATE�'► 8. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL SIGN POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDE ), A "NOTICE OF 0 TREE INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERALWATER VALVE PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH WM WATER METER CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0006-DWQ) MUST BE FILED WITH THE c(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 SHE OVERHEAD ELECTRIC � DISTRICT: SS(P) THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION SANITARY SEER LINE PAINTED PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED SS(R) SANITARY SER LINE PER RECORD BAKERSFIELD 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 —x x x — CHAIN LINK FENCE DATE: ®� PROPERTY LINE INTERIOR LOT LINES -�- -- RIGHT--OF--WAY PROJECT ID.: - -� — -� -- — — - EASEMENT LINE -- -- SETBACK LINE 6.1-1785 DRAWING NO.: G_01 CITY RECORDS NO. SHT I of 2 ENGINEERING 99 ui ca PACHECO RQ PACHECO RQ at G� w t `� Site ui Q Z HARRIS RQ FAIRVIEW RQ DEPARTMENT GWENDOLYN ST BIONS: AUTO MALL QR MAURICE AVE PANAMA LN CX � m 99 a � Vicinity DATZ: M. Un0N[:] NoT 11 El w1mmInc ❑ srAMN TIC PIAT SHEET NO.: SCALE: NO SCALE DRAWN BY: TG DESIGNED BY: CHECKED BY: DATE: APPROVED BY: DATE: gRp� ESS /p Am = c I.T ti AECOM Water 5001 E. Commercenter Dr. No. C4$ $4 rnBakersfield Ca. 93309 661.283.2323 tel GENERAL NOTES: Legend BasisBearings 661.395.0359 fax 1. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY THE STATE PLANE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA ZONE 5. F p� CAi.tFp www.aecom.com PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION APN ASSESSORS PARCEL NUMBER Bench Mark ENGINEER'S STATEMENT: SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE BFV BACK FLOW VALVE SECTION MAY BE NOTIFIED AT (805) 326-3049. CWS CALIFORNIA ATER SERVICE THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S "ARM1", ELEVATION = 382.94 FEET THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY y (NAVD 88). DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE y 2. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF DEMO DEMOLISH r CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND THEY BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK DI DRAIN INLET INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. EC ELECTRIC CABINET REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, UNLESS SECURED BY IMPROVEMENT AGREEMENT, APPROVED EPB ELECTRIC PULL BOX STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S EXIST. EXISTING CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF --WAY FL FLOW LINE TO THE CITY ENGINEER. � � SHALL BE POSTED PRIOR TO THE ISSUANCE OF THE PERMIT. FS FINISH SURFACE 3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) NG NATURAL GROUND (D WORKING DAYS PRIOR TO CONSTRUCTION. R f W RIGHT OF WAY SIM. SIMILAR E -•i 4. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE, TC TOP OF CURB 0 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 �. APPROVE Y: DATEy 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 r 6. PIPELINES ON CITY RIGHT-OF-WAY SHALL BE INSTALLED PER COB FOUND MONUMENT STANDARD ST -12. GATE APPROVE Y: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE 61069 E C. . 0. 7. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF HOSE BIBB R..� WALL SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK 01 IRRIGATION CONTROL VALVE 0 WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE PROPERTY LINE ot n a.. . CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR G SEWER MANHOLE �+ OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. C SEWER CLEAN OUT REVIEWED Y: ASSISTANT PUBLIC WORKS DIRECTOR DATE�'► 8. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL SIGN POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDE ), A "NOTICE OF 0 TREE INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERALWATER VALVE PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH WM WATER METER CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0006-DWQ) MUST BE FILED WITH THE c(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 SHE OVERHEAD ELECTRIC � DISTRICT: SS(P) THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION SANITARY SEER LINE PAINTED PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED SS(R) SANITARY SER LINE PER RECORD BAKERSFIELD 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 —x x x — CHAIN LINK FENCE DATE: ®� PROPERTY LINE INTERIOR LOT LINES -�- -- RIGHT--OF--WAY PROJECT ID.: - -� — -� -- — — - EASEMENT LINE -- -- SETBACK LINE 6.1-1785 DRAWING NO.: G_01 CITY RECORDS NO. SHT I of 2 I ......... - y I V fr rf,l r�`J EL=364.50± ZONE MH - - - ---_-_---------_- 4 .......... ... . . . . ......... .................. A S 21 41 E 7 -REMOVE AND REPALCE EXISTING SIDEWALK (AS MARKED IN FIELD) PER COB STANDARDS REMOVE 'AND REPLACE — EXISTING CONCRETE CURB - A �.REMOVE AND REPLACE EXISTING CONCRETE CURB, GUTTER, DRIVEWAY, AND DRIVEWAY APPROACH APPROACH PER COB STD ST -7, MATCH EXISTING FYIST GRADES AT CONNECTION POINTS EL= 364.25± 370 .. rs,, . . ............................ ....... .......................... ............... ......... ...... ....... ............................................................................. .................... ..................................................................................................... ........... . ...i . ....... ... EXISTING FINISH �,,, " GRAVEL SURFACE R yff EXISTING SUMP 3' MIN TMIM w. COVER STA 1+83.50 PROPOSED 12" PROPOSED DRAIN PER COBSDR 35 PVC DRAIN STD D-10 AT EXISTING 0149 SUMP EL=358.0± (VERIFY) 61.32 L.F. 0 S=( )0. -.'�q� .................... . . . . ........................ ..... ..... ...................... (o 360 ..................... ................ ...................... .......................................... .. .... .............. ................ ST. -A ...... 1-+-04 .............. ...... ................... ...... ...... bf� .. ............ STA T::F62'."32 ............ ....... .......... ...... `� = !- �� _ �______�-�___ 11.25" BEND INV OUT EL=361.25 12.35 L. F. INV EL=360.32 @ STA 1+71.15 NOTE: F RIP -RAP 0.0050 11.25" BEND A 12" PVC DRAIN PROFILE VERIFY BOTTOM ELEVATION (D=18 INV EL=358.06± AND EXISTING CONDITIONS SCALE: HORIZ. 1" = 10'-0" PRIOR TO CONSTRUCTION. VERT. 1 5R-088 GRAPHIC SCALE 10 0 5 10 FEET 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. FLUIDIZING WATER DISCHARGE PEAK FLOW TOTAL VOLUME I IL ONE TO TWO DAYS PER 1,100 gpm 36,500 Gol If YEAR EXISTING SUMP CAPACITY = A. F. PER TRACT NO. 2500 NOTE: NOTIFY WATER RESOURCES DEPARTMENT PRIOR TO DISCHARGE OF WATER INTO STORM DRAIN SYSTEM. ENGINEERING I DEPARTMENT REVISIONS: DAM M. DUMT43MON Up PLALT sygm ■ ScFaMATIC RATION ME"= PLAT SHEET NO.: SCALE: $5 109-099 DRAWN BY: VENE DESIGNED BY: CHECKED BY: DATE: APPROVED BY: DATE: ow w AECOM Water 5001 E. Commercenter Dr. Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax www.aecom.com 0_q 0.4 0-3 0-3 04 m tz �4 Xw (D (D 0--W DISTRICT: BAKERSFIELD DATE: PROJECT ID.: DRAWING NO.: C-01 SHT 2 OF 2