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HomeMy WebLinkAbout6.1-1783 Record DrawingDRIVEWAY AND DRAIN PLAN APN: 372-291-28 2009 HARRY E. YARNELL CT, BAKERSFIELD CA. GENERAL NOTES: _ y Legend 1. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY N � 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 99 SECTION MAY BE NOTIFIED AT (805) 326-3049. CWS CALIFORNIA WATER SERVICE U DEMO DEMOLISH 2. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF DI DRAIN INLET i RAYMOND A SPRUANCE CT BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK �n 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 PANAMAL LANE 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 3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) NG NG NATURAL L GROUND WORKING DAYS PRIOR TO CONSTRUCTION. RIGHT 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. 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 0 CONCRETE PAVEMENT REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. FIRE HYDRANT 6. PIPELINES ON CITY RIGHT-OF-WAY SHALL BE INSTALLED PER COB © FOUND MONUMENT STANDARD ST -12. >\ �� GATE 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 F� PROPERTY WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE LINE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR SEWER MANHOLE OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. C SEWER CLEAN OUT -� SIGN 8. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL` 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 yyM 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 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 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 - - 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). MARC A MI TSCHER CT _ y y 0 � N � Z WILLIAM F HALSEY AVE a 3 99 w U `Qo x i RAYMOND A SPRUANCE CT �n 7k HARRY E )ARNELL CT PANAMAL LANE Vicinity Map "-— Record Drawing " DATE: 8/14/16 V 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: DATE 3 APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE ENGINEERING DEPARTMENT REVISIONS: DATE: MIT. DL'iPR unONO YAP PLATmaw ❑ SYSTEM SCBBYATIO El STATION ❑ 8C®IATIC PLAT SHEET NO.: SCALE: NO SCALE DRAWN BY: DTG DESIGNED BY: CHECKED BY: DATE: APPROVED BY: DATE: AECOM Water 5001 E. Commercenter Dr. Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax www.aecom.com � y y 0 � r CO jR 'ill 9 DISTRICT: BAKERSFIELD DATE: PROJECT ID.: DRAWING NO.: G-01 SHT 1 OF 2 EXISTING SUMP BTM EL 344.5± 20'-0" F&I RIP -RAP (D50=18") — O I O N GRAPHIC SCALE 10 0 5 10 FEET w O STA 2+02.77 PROPOSED DRAIN PER COB STD D-10 AT EXISTING SUMP 6'-8" EL=345.00± (VERIFY) 2 PROPOSED 12" PVC DRAIN, SEE AA PROFILE _ 1 £ O —t--------4— O £ ' STA 1+98.77 22.5° BEND TOE INV EL=345.02 EXISTING OUTLET # f STRUCTURE –"' # STA 1+74.91 22.5' BEND INV EL=357.13 SS 355 lw 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 ZONE R-1 PERMITS." 4 `° MATCH EXISTING 360 TELCO 's,pasi '"_.................. ELECTRIC \VAULT SS �f y CONCRETE . y! DRIVEWAY � 4 TRANSFORMER ; D 362 -- CONCRETE -L PA 1 >TBM EL=362.32~ MOW STRIP W AN VENN A 1 fA3, N\ "fin DP06 PR0P AVBACK FIOW ZONE R —1i ,'''9 ; �/ VALTE M I4,T€; BOX %..•. 'it�s ,$i_ ...a'.C!/, } � •k'� y ............ .wi... IV .,. � . •�� % EXISTING 4 I£ x r' BLOCK WALL POWER w j ..................................... SS .... ........... wa RIW 360 n 361.5 L=360.6 t"s l , i _ PER STA _0 N ,83`'RM' SCHEIMAM 41. s £ N 89'23.'04" Wm ._-...._.......... .... ............ .',`w�.....�.. HAP,, A P, , � YA r,,V } '� E... S I € CC) s it.— %` SAWCUT, REMOVE, AND REPLACE "•. EXISTING CONCRETE DRIVEWAY, CURB, GUTTER, AND DRIVEWAY 750 gpm APPROACH PER COB STD ST -4. 'OMIT TRUNCATED DOMES, __l�lt7 l : ......-•..w '~ ��. EXISTING GRADES AT CONNrnU POINTS. rr i EXIST FL=360.59 CURB M1 F, CONCRETE RETAINING CURBS AS REQUIRED, TYP EACH SIDE ZONE R-1 EXISTING CHAIN LINK FENCE FE PROTECT IN PLACE EXISTING GRADE 3' MIN COVER– II ,61 d Drawing" QROFESS/0 Rp l ,� W �y G W No. C4"8 80 C qTF CF CAS\F�EI FLUIDIZING WATER DISCHARGE TIMING PEAK FLOW TOTAL VOLUME ONE TO TWO DAYS PER 750 gpm 30,000 Gal YEAR EXISTING SUMP CAPACITY = 2.75 A.F. PER TRACT N0. 4117 NOTE. NOTIFY WATER RESOURCES DEPARTMENT PRIOR TO DISCHARGE OF WATER INTO STORM DRAIN SYSTEM. EXISTING FINISH GRADE 73.91 L.F. ® S=(-)0.0050 _� ¢• wM.. EXISTING SUMP """ € I....,...... M L A N E._ � ._.. _. STA 2+02.77 PROPOSED DRAIN OUTLET PER COB STD.h� STA 1+74.91 STA 1 +38.53 D-10 AT EXISTING SUMP 0// �,,�. 22.5' BEND 90' HORIZ. BEND w., M,,,.µ..,.._..,..M..,_ ..,..µ,,....,,.._.,...... EL=345.0± (VERIFY) .,,,,..,..«..,.,.w............................,.....,....,.._. j ��i INV EL=357.13 INV EL=357.31 350 £� PROPOSED 12" SDR 35 PVC DRAIN NOTE: VERIFY BOTTOM ELEVATION ' ..I ry^� A 12" PVC DRAIN PROFILE C° AND EXISTING CONDITIONS l SCALE: HORIZ. 1" = 10'-0" PRIOR TO CONSTRUCTION. VERT. 1" - 5'-0" STA 1+98.77 F&I RIP -RAP 22.5' BEND (D=18") INV EL=345.02± TCP TREATMENT PIPING STA 1+01 INV OUT EL=357.50 ENGINEERING DEPARTMENT REVISIONS: DATE: DVTT. DDTTRURMON ❑ MAP PUT ❑ slow SYSTEM scRSItATIc STATION SCEDUTIC El PLAT SHEET NO.: SCALE: 1" = 10'-0" DRAWN BY: VENE DESIGNED BY: CHECKED BY: DATE: APPROVED BY: DATE: AECOM Water 5001 E. Commercenter Dr. Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax www.aecom.com O C 1 L O � y y cn � � y � � y 0-0 co bd � GO I DISTRICT: BAKERSFIELD DATE: PROJECT ID.: DRAWING NO.: C-02 SHT 2 OF 2