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HomeMy WebLinkAbout6.1-1785 Record DrawingDRAIN PLAN APN: 372-312-01 5717 GWENDOLYN STREET, BAKERSFIELD CA. GENERAL NOTES: Legend 1. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION APN ASSESSORS PARCEL NUMBER 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 PACHECO RD DEMO DEMOLISH 2. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF DI DRAIN INLET BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. EC ELECTRIC CABINET 171 0 � UNLESS SECURED BY IMPROVEMENT AGREEMENT, APPROVED EPB ELECTRIC PULL BOX L71 INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S EXIST. EXISTING w Z J ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY FL FLOW LINE fn 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 WORKING DAYS PRIOR TO CONSTRUCTION. R/W RIGHT OF WAY 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. MAURICE TOS TOP OF SLOPE 5. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO PANAMA LN CENTER LINE NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL D CONCRETE PAVEMENT � REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. Dom FIRE HYDRANT 6. PIPELINES ON CITY RIGHT-OF-WAY SHALL BE INSTALLED PER COB © FOUND MONUMENT STANDARD ST -12. --r- GATE Ti HOSE BIBB 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 WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE 1E PROPERTY LINE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR SQ SEWER MANHOLE OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. © SEWER CLEAN OUT 8. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL ---u- 0 SIGN POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF TREE INTENT” (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL ® WATER 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 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 THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION ss(P) SANITARY SEWER LINE PAINTED PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING SS(R) SANITARY SEWER LINE PER RECORD NORMAL CONSTRUCTION HOURS. SD(P) SANITARY SEWER LINE PAINTED SD(R) SANITARY SEWER LINE PER RECORD x x x - CHAIN LINK FENCE - - PROPERTY LINE INTERIOR LOT LINES - - RIGHT-OF-WAY - - - - - - - - EASEMENT LINE — - - - — SETBACK LINE Basis of Bearings THE STATE PLANE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA ZONE 5. Bench Mark THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S "ARM1", ELEVATION = 362.94 FEET (NAVD 88). "Record Drawp-, „ GA w No. C48 80 CC ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED BY: /V2S Zai DATE APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE S, ENGINEERING DEPARTMENT REVISIONS: DATE: INIT. DISTRIBUTION❑ YAP PEAT ❑ SHEET SYSTEM ❑ SCHE unc STATION El PLAT SHEET NO.: SCALE: NO SCALE DRAWN BY: DTG DESIGNED BY: CHECKED BY: DATE: APPROVED BY: DATE: a� AECOM Water 5001 E. Commercenter Dr. Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax www. aecom. com d �' J y cn 99 PACHECO RD PACHECO RD C31 Q b .. 2 O � y 171 0 � Cm L71 - w Z J Site fn L N H � Z HARRIS RD FAIRVIEW RD GWENDOLYN ST AUTO MALL DR MAURICE AVE PANAMA LN o � V7 W w m ~ fn 99 = Vicinity Map "Record Drawp-, „ GA w No. C48 80 CC ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. APPROVED BY: /V2S Zai DATE APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE S, ENGINEERING DEPARTMENT REVISIONS: DATE: INIT. DISTRIBUTION❑ YAP PEAT ❑ SHEET SYSTEM ❑ SCHE unc STATION El PLAT SHEET NO.: SCALE: NO SCALE DRAWN BY: DTG DESIGNED BY: CHECKED BY: DATE: APPROVED BY: DATE: a� AECOM Water 5001 E. Commercenter Dr. Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax www. aecom. com CD C d �' � y C31 .. O � y 171 0 � yy L71 CD C d �' � DISTRICT: BAKERSFIELD DATE: PROJECT ID.: DRAWING NO.: G-01 SHT I OF 2 ZONE MH APN 372-143-07 (PRIVATE OWNER, BEAUDOIN, M. & WREN, R.C. et al) EXISTING SUMP BTM EL=357± F&I RIP—RAP (D50=18") — 20' 0 (V 00 44 110'sump ` C„ ^sem.}^:,.....,.�„,..:y.................^,.,.,,.,.,.�.....:,, TOP r V I Cy.. I % PIANS4ORMER - " fi ELI i " r ate• f^ \ � � 4iisi K '9y � `� �Z ,� �, a of Y �y4 �+ S !•� r � t'� � i .' k3Al'I"......... 41 x..,,,...,aa X.,..., . CONCRETE RETAINING CURBS AS REQUIRED, TYP EACH SIDE MATCH EXISTING ` CONCRETE DRIVEWAY ORNEWAY < 4 GRAPHIC SCALE 10 0 5 10 FEET ENGINEERING DEPARTMENT REVISIONS: TBM ft %.a EL -366.06 EX '�" 'rH" '`<. � ssi�.i....:. ✓ fF SC PLM .atMAIN, PER0. hx., } x,33# rjt g } -------- TK, ,s Y� t i,>e �� Y .ea,. J Y 3 6 � ...., ,.w• �ro s w` .FX I'ST { EL=364.50± , s1, 2% 'ASS %_" `} 11 } k 84 REMOVE AND REPALCE }£} EXISTING SIDEWALK (AS t MARKED IN FIELD) PER COB STANDARDS;} b •.� � }�t REMOVE AND REPLACE EXISTING CONCRETE CURB AND GUTTER PER COB STD ST -13, MATCH EXISTING GRADES i 2 i at k <i r '{zf.R �STAMN 189 PI�'NG fir" EXIST � E EL=364.36± .3(;FIk:Allr PLA id 1 i � E A�r $t .t t•�t i t ttt 3 P {tj OOL 11 .,t �;•h� t v,t A ,t t 1 370 t f- ,i W F? 0AE S 89'21'41" E —REMOVE AND REPLACE EXISTING CONCRETE CURB, GUTTER, DRIVEWAY, AND DRIVEWAY E\., APPROACH APPROACH PER COB STD ST -7, MATCH EXISTING FXIST FL GRADES AT CONNECTION POINTS EL=364.25± a: \ f '£ EXISTING SUMP STA 1 +83.50 PROPOSED 12" PROPOSED DRAIN PER COB SDR 35 PVC DRAIN STD D-10 AT EXISTING SUMP EL=358.0± (VERIFY) 360 ,..... CTTM__)72`-7`-0,7 12.35 L.F.� t ® S=(—) NOTE:F& I RIP—RAP 0.0050 VERIFY BOTTOM ELEVATION (D=18") AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. EXISTING CHAIN LINK FENCE, PROTECT IN PLACE 5'± 3' MIN COVER EXISTING FINISH GRAVEL SURFACE 61.32 L.F. ® S=(—)0.0149 5 IA 1+b2.62 �l0 11.25' BEND INV EL=360.32 - STA 1+71.15 11.25° BEND A 12" PVC DRAIN PROFILE INV EL=358.06± SCALE: HORIZ. 1" = 10'-0" VERT. 1 " = 5'-0" ZONE R-1 INV OUT EL=361.25 "Record Drawing" —Eff ESS in. N�O. * A IC 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 TIMING PEAK FLOW TOTAL VOLUME ONE TO TWO DATE: INIT. 'tett i is -..,,.,,.,.....,.•.^""'".. ,,,�... ? YEAR �ffipRIBvnON❑ is ryi ...,'`� ttt PLT El eft BIT ti ��4 k t }t tia y 1 — (D s, 4y` i tt �✓` tl N,.^', z3} �'tt y �4 O SYSTEM SCHEMATIC 1-14 t t { } tt ✓ % STATION BCMMTIC ❑ ��k sit � CD � �t�t � i t� O CO I ►-d > ./`'✓� CD � PLAT SHEET NO.: TBM ft %.a EL -366.06 EX '�" 'rH" '`<. � ssi�.i....:. ✓ fF SC PLM .atMAIN, PER0. hx., } x,33# rjt g } -------- TK, ,s Y� t i,>e �� Y .ea,. J Y 3 6 � ...., ,.w• �ro s w` .FX I'ST { EL=364.50± , s1, 2% 'ASS %_" `} 11 } k 84 REMOVE AND REPALCE }£} EXISTING SIDEWALK (AS t MARKED IN FIELD) PER COB STANDARDS;} b •.� � }�t REMOVE AND REPLACE EXISTING CONCRETE CURB AND GUTTER PER COB STD ST -13, MATCH EXISTING GRADES i 2 i at k <i r '{zf.R �STAMN 189 PI�'NG fir" EXIST � E EL=364.36± .3(;FIk:Allr PLA id 1 i � E A�r $t .t t•�t i t ttt 3 P {tj OOL 11 .,t �;•h� t v,t A ,t t 1 370 t f- ,i W F? 0AE S 89'21'41" E —REMOVE AND REPLACE EXISTING CONCRETE CURB, GUTTER, DRIVEWAY, AND DRIVEWAY E\., APPROACH APPROACH PER COB STD ST -7, MATCH EXISTING FXIST FL GRADES AT CONNECTION POINTS EL=364.25± a: \ f '£ EXISTING SUMP STA 1 +83.50 PROPOSED 12" PROPOSED DRAIN PER COB SDR 35 PVC DRAIN STD D-10 AT EXISTING SUMP EL=358.0± (VERIFY) 360 ,..... CTTM__)72`-7`-0,7 12.35 L.F.� t ® S=(—) NOTE:F& I RIP—RAP 0.0050 VERIFY BOTTOM ELEVATION (D=18") AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. EXISTING CHAIN LINK FENCE, PROTECT IN PLACE 5'± 3' MIN COVER EXISTING FINISH GRAVEL SURFACE 61.32 L.F. ® S=(—)0.0149 5 IA 1+b2.62 �l0 11.25' BEND INV EL=360.32 - STA 1+71.15 11.25° BEND A 12" PVC DRAIN PROFILE INV EL=358.06± SCALE: HORIZ. 1" = 10'-0" VERT. 1 " = 5'-0" ZONE R-1 INV OUT EL=361.25 "Record Drawing" —Eff ESS in. N�O. * A IC 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 TIMING PEAK FLOW TOTAL VOLUME ONE TO TWO DAYS PER 1,100 gpm 36,500 Gal YEAR EXISTING SUMP CAPACITY = 2.56 A.F. PER TRACT NO. 2500 NOTE: NOTIFY WATER RESOURCES DEPARTMENT PRIOR TO DISCHARGE OF WATER INTO STORM DRAIN SYSTEM. m rn a SCALE: 1" = 10'-0" DRAWN BY: VENE DESIGNED BY: CHECKED BY: DATE: APPROVED BY: DATE: �Z AECOM Water 5001 E. Commercenter Dr Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax www.aecom.com DISTRICT: BAKERSFIELD DATE: PROJECT ID.: DRAWING NO.: C—01 SHT 2 OF 2 � y 1 — (D y y �4 O � CD � � � O CO I ►-d o CD � C� DISTRICT: BAKERSFIELD DATE: PROJECT ID.: DRAWING NO.: C—01 SHT 2 OF 2