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HomeMy WebLinkAbout6.3-480LEGEND TOPOGRAPHY IMPROVEMENTS EXIST. R/W ABBREVIATIONS -.-.E- - E- EXIST. ELECTRICAL LINE EP EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE M MATCH EXIST. CHAIN LINK FENCE EXIST. GAS LINE FL FLOWLINE FF FINISH FLOOR WITH REDWOOD SLATS CL CENTERLINE FC FINISH CONCRETE X 2'TYP. D EXIST. STORM DRAIN ELEV ELEVATION GB GRADE BREAK x _x x 'X EXIST. CHAIN LINK FENCE x CONSTRUCT 00 CID EXIST. BLOCK WALL EXISTELEV. 346.7 . GRADE OVER 00 C? CONCRETE APRON -,t It PROPOSED FINISHED GRADE IZI- T EXIST. GROUND 0) C? STORM DRAIN CID CQ Nit LO (0 �0 co (6 It 't - 348, o CONTOUR W/ LABEL 2.06% DIRECTION AND PERCENTAGE (0 00 co It OF SLOPE FOR DRAINAGE co co CO - - EXIST. GROUND ELEVATION PROPOSED GRADED SWALE C? CD (y) CONSTRUCT STORM DRAIN i CAUTION: EXIST. JOINT S89*04'51"E 82.93' UTILITY TRENCH INSTALL 4'x4' CATCH BASIN WITH BAR GRATING, - i TRAFFIC RATED WITH CONCRETE APRON PERFORM ---------- --------- L A CONSTRUCT NEW TYPE "B" STA. 10+14 01. I'le 1�0' X - EARTHWORK IN ACCORDANCE WITH THE SOIL REPORT 4Z------- �x 9�p ____ 1�1 --- I L�* A x x A- x DRESS SLQ F -------- MANHOLE SEE DETAIL V 1-2 __j PIPE CROWN --------------------- UNIFORMLY - ----------------------- ----- -------- - -- A- - - - - - - - - - - - - - - - - - - 41 1 L(0j__2i 3.757P 4% x _Ix x x x (348.0�, INV. MANHOLE NO. 1 STA. 10+00.00, ELEV, 339.00 43\ x x x x INT V 0 43 x x x X x x 0 0 ELEV. 346.7 4 A401 12 73% _[EXIST*PAVEMENT GRADE _�VERSTORM DRAIN A OVE"NTIRE DIRT A*X, REFER TO le:*3 x x xo x NOTE 10, 8H15ET 2. GRADES SHOWN ARE X\ FINIS/4GRADE OF AGGREGATE BASE. CONSTRUCT NEW TYPE "B" MANHOLE SEE DETAIL W_ 4�p x 8% 0 x x1p$' x x 2.8 x x 4; .L36% ell S=-0.15% "ell, 41 1P, X� x x x x x PIPE INVERT x x 6 c)L Nk., _U. 11c) INV. MANHOLE NO. 1 4 I STA. 10+00.00, ELEV. 339.00 �' � p ` t '�� i / � � � t 3 fJ tea., � 6) 0 Ln 06 Ln 40, 3.62%� 4� x ix x CD g Q2 IM al , IN x CONSTRUCT 30.81 OF 18" RGJ-RCP STORM DRAIN 4.69% EXIST. C"RAI F I L E HEMICAL T 0 R* M ru PR' TANK SCALE: 1"=4' x1P, x x x TOP OF SLAB `ADJACENT TO NOTE: CATCH BASIN TO ALSO BE USED FOR WELL BLOW -OFF AND TREATMENT PROCESS WASTE: BUILDING -O.R BELOW 1. WELL BLOW -OFF -IF NECESSARY, ONCE YEAR FOR A 2-3 HOUR PERIOD ATA FLOW RATE OF 1,000 GPM. TOTAL BLDG FINISH FLOCfl, nVOLUME OF 180,000 GALLONS. CONSTRUCT 4" CURB ON 3 2. TREATMENT PROCESS WASTE - TREAT -TO -WASTE ONCE A YEAR WHEN TREATMENT MEDIA NEEDS TO BE CHANGED OUT DURATION OF 1 HOUR ATA FLOW RATE OF 1,000 GPM. TOTAL VOLUME OF 60,000 GALLONS. SIDES OF APRON x x 2Z BACK- WASHING OF TREA TMEN T VESSELS A NEEDED FOR MAINTNENANCE, MAY BE TWICE A YEAR. DURATION 6 'I 4), OF 30 MINUTES AT A FLOW RATE OF 500 GPM. TOTLA VOLUME OF 15, 000 GALLONS PER EVENT M EXIST. WELL i6b. -179 INSTALL 4'x4' CATCH BASIN WITH BAR GRATING, -J 34 BUILDING f TRAFFIC RATED WITH CONCRETE APRON STA. 10+57.02 N. x• 10 YEAR DISCHARGE: 0.13 CFS 0 100 YEAR VOLUME: 0.01 AF Hx X_ x 0 Xil x CONSTRUCT 1811 PROPERTY DESCRIPTION ALL THAT PORTION OF LOT 10 OF TRACT NO. 4824 - UNIT "A", IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, AS PER MAP RECORDED MARCH 15,1991 IN BOOK 38 OF MAPS, PAGE 109 IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: WELL SITE IS LOCATED AT 3608 BRISBANE AVENUE, CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. A. 514-132-01). x x R.C.P. STORM DRAIN ,% `,� ``___ f WIDEN EX18T ESTIMATED CONSTRCUTION QUANTITIES DRIVEWAY -' XIST. LANDSCAPE CURB , EXCAVATION: 75 CUBIC YARDS ,348. 9 EMBANKMENT: 50 CUBIC YARDS -(5)--- REPAIR OR REPLACE EXISTING CL 2 AGGREGATE BASE: 95 CUBIC YARDS x LANDSCAPING ITEMS DRIVEWAY 348 SQUARE FT CONCRETE I x x x x I/ / 18" CL 11 RCP STORM DRAIN 88 L 4'X4' CATCH BASIN 1 EA L 48" STORM DRAIN MANHOLE 2 EA 7- 1 LS -IN STORM DRAIN TIE EXIST.— - CAUTION: EXIST. JOINT PAVEMENT REPAIR 450 SF f' 1 --UTILITY TRENCH DISTURBED AREA: 0.18 ACRES _4UAIT EXI��VA&E�777 47"771 DRIVEWAY G 7� X43 x x EXIST. X A STA. 10+14 N. x STREET R/W x S 8 9 -0 4x5'1 2'. 13' X"4 1A I X T - --- - - I - - - x EXIST BACK U, x x A x F WALK - - - - x - - - - - - - - - - - - - - - - -- x - - - _x __O E- - E- E -7-- E - �E, E G G EXIST. GUTTER FLOWLINE EXIST. CATCH BASIN A=---7 - - - - - - - - - - - - - - al I T x x x x x , I - - - - - - --- C, - - - - - - - 10.0©'> x 10.00, 4P20.70' d I xI/-I - -- "X�tX4 xEXIST.xj -1. x x x GUTTER LIP B S89 4'53'E 30.81' co CONSTRUCT DRIVE APPROACH, PER CITY C\j CONSTRUCT 18 STD. ST -7 CONSTRUCT MH. NO. 1 R.C.P. STORM DRAIN CONSTRUCT MH. NO. 2 " STA. 10+00.00 E. = PAVEMENT REPAIR PER CITY STA. 10+30.81 E. STA. 10+00.00 N. STANDARD DRAWING ST -11 E `V 1P +I- x x x x x x x 41-1 X x x �K x x I L -;fa-- - - - - - - - - - A---- x x x x x x x x x x 41", x X"p Xp EXIST. 21 STORM DRAIN C/L BRISBANE AVE. TO RETENTION BASIN Ag0m CONSTRUCT NEW TYPE "B" MANHOLE OVER EXISTING 24" STORM DRAIN. MORTAR NEW PIPE INTO MANHOLE WALL, ASSURE WATER TIGHTNESS. SEE DETAIL MA�NHOLENO�.2 _INV. STA. 10+30.81 EXIST, 21" INV. ELEV. 336.40 CONSTRUCT 4" CURB ON SIDES OF APRON ELEV. 34 7.79 1 INV. 4`x4' CATCH BASIN STA. 10+57.02, ELEV. 339.79 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 #rdinances, standards and design criteria and they include all improvement requirements of the Advisory Agency or other review board. Any errors, #rnissions or violations of those ordinances, standards, and design criteria ;tncountered during construction shall be corrected and such corrections reflected on corrected plans submitted to the City Engineer. 0 '11. - - AA W Ali Wffig =A - (LOCATED ACROSS THE rN STREET) SCALE: 1 10' 5 0 10 20 NOTE: SEE SHEET 2 FOR CONSTRUCTION -10 3 NOTES AND CITYSTANDARDS. DATE EmiallvaLIVA N.T.S. FMAINSK0114MOU NICOLAS FIDLER, R.C.E. 61069, EXP. 12-31-19 DATE PUBLIC WORKS DIRECTOR VT"^� / ASSISTANT PUBLIC WORKS DIRECTOR DATE City Records No.. DEPARTMENT REVISIONS: DATE; INIT. DISTRIBUTION F-] MAP PLAY SHEET SYSTEM F1 SCHEMATIC STATION SCHEMATIC PLAT SHEET NO.: BK -49-33 SCALE: 10, DRAWN BY: RDM DESIGNED BY: RBM CHECKED BY: DATE: APPROVED BY: DATE: NNW= BATHURST AVENUE 0 ry ry BRISBANE AVENUE 0-4 McKEE ROAD FF 0-4 0 o 0 ry 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 #rdinances, standards and design criteria and they include all improvement requirements of the Advisory Agency or other review board. Any errors, #rnissions or violations of those ordinances, standards, and design criteria ;tncountered during construction shall be corrected and such corrections reflected on corrected plans submitted to the City Engineer. 0 '11. - - AA W Ali Wffig =A - (LOCATED ACROSS THE rN STREET) SCALE: 1 10' 5 0 10 20 NOTE: SEE SHEET 2 FOR CONSTRUCTION -10 3 NOTES AND CITYSTANDARDS. DATE EmiallvaLIVA N.T.S. FMAINSK0114MOU NICOLAS FIDLER, R.C.E. 61069, EXP. 12-31-19 DATE PUBLIC WORKS DIRECTOR VT"^� / ASSISTANT PUBLIC WORKS DIRECTOR DATE City Records No.. DEPARTMENT REVISIONS: DATE; INIT. DISTRIBUTION F-] MAP PLAY SHEET SYSTEM F1 SCHEMATIC STATION SCHEMATIC PLAT SHEET NO.: BK -49-33 SCALE: 10, DRAWN BY: RDM DESIGNED BY: RBM CHECKED BY: DATE: APPROVED BY: DATE: DISTRICT: BAKERSFIELD DATE: 11/06/17 PROJECT ID.: 00099719 DRAWING NO.: BK7 11351 lklik�� NNW= 0-4 0-4 t-4 DISTRICT: BAKERSFIELD DATE: 11/06/17 PROJECT ID.: 00099719 DRAWING NO.: BK7 11351 lklik�� MONUMENT IN LAMP HOLE AT THE INTERSECTION OF BRISBANE AVENUE & DEVENPORT WAY AND THE MONUMENT » OF » x AVENUE & LANDSDOWNE (BOTH MARKED "R.C.E. 17564"), WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. BENCH MARK: AN ELEVATION OF 346-71 FT, FROM CITY OF BAKERSFIELD DATUM, AT THE MONUMENT (MARKED "R.C.E. 17564") IN LAMP HOLE AT THE INTERSECTION OF BRISBANE AVENUE & DALBY COURT, WAS USED AS THE REFERENCE ELEVATION FOR THIS MAP. w ONLY THOSE PORTIONS OF UNDERGROUND UTILITIES AND STRUCTURES THAT ARE VISIBLE AT THE SURFACE ARE SHOWN ON THIS MAP, ANY UTILITY LINES DEPICTED (EXCEPT OVERHEAD) ARE BASED ON USA PAINT MARKS FOUND AT THE TIME OF THE SURVEY. NOTES1 I Ad work shad coofow to the wide suits of the 1epeC&atbns e1Md Ntord d *etrftft$ State Of t of i atlas , *pvwd wrot r, ,� or Consist of one pod Pa"fte�td Comoot an p v0 gWed sand Poe ftvier J s &W be filed witfr matte• and neatly dewed Or on of poe 4. Re cost rokkmed ffw j)section Aaf be co ubmtLd h wCa7b" WM the pro*kns of ASPM x:-474 Cant affin 5 ECcl9lth* be hsWed it Me Wsham dkreethn of the moat liv Wmew possho o1- as ted by the My r'n . 6. AN ftnflim betoew poe kvvb M be e ` A ksmooth C Z j km kW ffim 16" h dwe* be " W* 7.400" or wow *qW nLEld JF- SW -M&V STANDARD am MANHOLE SECTION MANHOLE TYPE "B"C" OF SAKEFSFVS.D SW -4 CALFORMA CftW0V= PUWC WORKS tom► T AUTHORITY1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH CITY STANDARDS, SPECIFICATIONS AND REQUIREMENTS. THE CITY ENGINEER SHALL, HAVE FULL sTHE CONSTRUCTIONfir's" DEPTH2. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT 1-800-642-2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND PRIOR TO TRENCHING. 3. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A" CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS. 4. HAZARDOUS WASTE EXCAVATION. IF THE CONTRACTOR ENCOUNTERS MATERIAL IN EXCAVATION ! BELIEVE MAYHAZARDOUS WRITING.DEFINED BY SECTION 25117 OF THE "HEALTH AND SAFETY CODE", HE SHALL IMMEDIATELY SO NOTIFY THE ENGINEER IN . IMMEDIATE AREA OrHAZARDOUS MATERIAL- r r UNTIL THE ENGINEER AUTHORIZES M RESUMED. 5. CONTRACTOR SHALL POTHOLE AND LOCATE ALL KNOWN UTILITY CROSSINGS AS SHOWN ON THESE PLANS l r' REVEALED BY THE 1 LOCATORS AND ALL SHALLSTORM DRAIN TIE-IN POINTS PRIOR TO TRENCHING OPERATION. CONTRACTOR VERIFY» 'CLEARANCE BASED ON THE FIELD CUT STAKESAND NOTIFY ENGINEERTHE OF ANY CONFLICTS SO THAT THE VERTICAL STORM DRAIN MAY BE REVISED IF NECESSARY PRIOR TO LAYING OF PIPE. _ r_--------_ ..�.__,�_w_----- I See stardrd e, TRENCH BACKRILL TX"J +t is x +• : : 4. 4' �� t dna SI#' -6 REQUIREMENTS MC ►1�«.R�(.. ^�f�+t �A« �1:t: '� .'�;•°.b• ... •-' 9R,• r' \ forI!mN and cover detok t r r ,t.. .. Of Q*fa** ::1 / r:: wrr+w..>.+r..�.�.r<twrwrwrirrc Of a"r:: r .r `_ J r r t-/ n s ::.. . r yr � 2. r` ♦ Ir: r , he am* - r r r .- or r tot 9"f' ... ff'., ( r MO** 't be ! � ,Q. W Alt. r �,. r LT •Q. T .� .. ,. .• ��: t. 4- ;;- >�• �'�®f •., r. % a The of �y)/��yy��y�v {p•w� 'pT pe portions N77NKj(�f J 4. `r h r�::f / t tr+,`�l .i lftjr< t As*Wt r w Ode! ,'®•, s® : • s°• .. i and ou { be S ,' .1 r ,.'• t dW t'r dam 1 . remflvad card Me braken odges i For pokh h q. r xt t^ ,: oka r tr ,-vim f Y ! t t .: t,f f by IIiOe MMi. OM1. 11.10` 01110 11101Ku �1 w1i: 1101/1 1111Q1M4 :w1w - f1111R +111rf t t f , . 1rfi*A*nrt apWxawf- =*Wk fig, Wei r tb Iwo fit AdW twd ffkjaw 41 r.q" wnmf` eCm Wqd# / !h"'. S _ • �."• •• • w• •qr ..+ j . i chi mt m w. v 0 • 4. Iid IJd(d. .. , (Lam) `��..ree��� E.F TOP I7EW Notes P.C.Q. not to be = V Pallod Until if isin PbM DISTRICT: i BAKERSFIELD x i NOTES1 I Ad work shad coofow to the wide suits of the 1epeC&atbns e1Md Ntord d *etrftft$ State Of t of i atlas , *pvwd wrot r, ,� or Consist of one pod Pa"fte�td Comoot an p v0 gWed sand Poe ftvier J s &W be filed witfr matte• and neatly dewed Or on of poe 4. Re cost rokkmed ffw j)section Aaf be co ubmtLd h wCa7b" WM the pro*kns of ASPM x:-474 Cant affin 5 ECcl9lth* be hsWed it Me Wsham dkreethn of the moat liv Wmew possho o1- as ted by the My r'n . 6. AN ftnflim betoew poe kvvb M be e ` A ksmooth C Z j km kW ffim 16" h dwe* be " W* 7.400" or wow *qW nLEld JF- SW -M&V STANDARD am MANHOLE SECTION MANHOLE TYPE "B"C" OF SAKEFSFVS.D SW -4 CALFORMA CftW0V= PUWC WORKS tom► T AUTHORITY1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH CITY STANDARDS, SPECIFICATIONS AND REQUIREMENTS. THE CITY ENGINEER SHALL, HAVE FULL sTHE CONSTRUCTIONfir's" DEPTH2. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT 1-800-642-2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND PRIOR TO TRENCHING. 3. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A" CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS. 4. HAZARDOUS WASTE EXCAVATION. IF THE CONTRACTOR ENCOUNTERS MATERIAL IN EXCAVATION ! BELIEVE MAYHAZARDOUS WRITING.DEFINED BY SECTION 25117 OF THE "HEALTH AND SAFETY CODE", HE SHALL IMMEDIATELY SO NOTIFY THE ENGINEER IN . IMMEDIATE AREA OrHAZARDOUS MATERIAL- r r UNTIL THE ENGINEER AUTHORIZES M RESUMED. 5. CONTRACTOR SHALL POTHOLE AND LOCATE ALL KNOWN UTILITY CROSSINGS AS SHOWN ON THESE PLANS l r' REVEALED BY THE 1 LOCATORS AND ALL SHALLSTORM DRAIN TIE-IN POINTS PRIOR TO TRENCHING OPERATION. CONTRACTOR VERIFY» 'CLEARANCE BASED ON THE FIELD CUT STAKESAND NOTIFY ENGINEERTHE OF ANY CONFLICTS SO THAT THE VERTICAL STORM DRAIN MAY BE REVISED IF NECESSARY PRIOR TO LAYING OF PIPE. • �t Ir '^t r 1 J� ;'i•t kr �tl Nj,f ,, t I 3 t >r i fry E T ,,; t t r a r•x r r,�' � r. ,` rt::R,xr r r F:r ` e k ,.. l.' .�f JS r � r r �Fr rt X r,x •.fiP [! 2' t r i J J:. ,..,'i :• r i fi� t 'r .. , t. f 1.'. ,•..: r r� �.. t t r r / e 1 .. r t. f, r-. r tr . t•. • x r X r �' ILIr {e `J •7 ,-! J '-, 'J J ? r I f'1 f' h: r'r t ' f, rr-.: rt;-n� 'fi,, rr• %r r .`r:' .tr rt : , ,. Ir J: J STANDARD e, TRENCH BACKRILL TX"J +t is x +• : : AND COMPACT110N REQUIREMENTS MC ►1�«.R�(.. ^�f�+t �A« �1:t: r• a• s i � t► t r r ,t.. .. Of Q*fa** ::1 / r:: wrr+w..>.+r..�.�.r<twrwrwrirrc Of a"r:: r .r `_ J r r t-/ n s ::.. . r yr 2. r` ♦ Ir: r , he am* - r r r .- or r tot 9"f' ... ff'., ( r MO** 't be ! � ,Q. W Alt. r �,. r LT •Q. T .� .. ,. s ` *&iww 0* A, r . J : - Pitt4 4. `r h r�::f / t tr+,`�l .i lftjr< t As*Wt r ' t t i r ,`t r two ��y~�` r,r ♦ t! r be l at as ,' .1 r ,.'• t dW t'r dam 1 r f is ., ',x. f: ., t r..St-IJ andST-14 for mrfwft mwkwwk r.r . '� r• r r For pokh h q. r xt t^ ,: oka r tr ,-vim f Y • �t Ir '^t r 1 J� ;'i•t kr �tl Nj,f ,, t I 3 t >r i fry E T ,,; t t r a r•x r r,�' � r. ,` rt::R,xr r r F:r ` e k ,.. l.' .�f JS r � r r �Fr rt X r,x •.fiP [! 2' t r i J J:. ,..,'i :• r i fi� t 'r .. , t. f 1.'. ,•..: r r� �.. t t r r / e 1 .. r t. f, r-. r tr . t•. • x r X r �' ILIr {e `J •7 ,-! J '-, 'J J ? r I f'1 f' h: r'r t ' f, rr-.: rt;-n� 'fi,, rr• %r r .`r:' .tr rt : 1. C.W.S. STATION IS LOCATED AT 3608 BRISBANE AVENUE, CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA (APN 514-132-01). 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO AND COMPLYING WITH LOCAL GOVERNING AGENCY PERMIT RESTRICTIONS, WHICf4 MAY AFFECT ALLOWABLE WORKING HOURS AND NOISE LEVELS. 3. CONTRACTOR SHALL BECOME FAMILIAR WITH PROJECT SURROUNDINGS, WORKING CONDITIONS, AND SITE LIMITATIONS AND WILL INCLUDE ALLOWANCES IN THEIR BID TO COVER ANY PROJECT CONSTRAINTS. 4. CONTRACTOR SHALL APPLY CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) BEST MANAGEMENT PRACTICES TO PREVENT WATER AND SEDIMENT FROM ENTERING NAVIGABLE WATERWAYS. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND INSTALLING THE APPLICABLE AND APPROPRIATE BMP's IDENTIFIED IN THE CASQA - STORMWATER BEST MANAGEMENT PRACTICES HANDBOOK AVARABLE ONLINE AT W .CABMPHANDBOOKS.COM. SOME OF THE REQUIRED PRACTICES MAY OR MAY NOT BE SHOWN ON THIS SITE PLAN. SEE NOTES 15 AND 16. 5. CONTRACTOR TO CONTACT "UNDERGROUND SERVICES ALERT" 48 HOURS PRIOR TO ANY EXCAVATION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES. 7, THE LIST OF MATERIALS FOR THIS PROJECT IS FOR -REFERENCE PURPOSES ONLY, AND IS NOT INTENDED AS A FULL TAKE. -OFF OF ALL MATERIALS REQUIRED TO COMPLETE THE PROJECT AS PER CWS CO. STANDARD SPECIFICATIONS. 8. ASPHALT CONCRETE TO BE TYPE III, CLASS C2, GRADE PG 64-10 PER PWS! (PUBLIC WORKS STANDARDS, INC.) STANDARD SPECIFICATIONS (TIS "GREENBOOK"), PLACE ASPHALT ON CL 2 AGGREGATE BASE (AB) COMPACTED TO 95% RELATIVE COMPACTION. 9. THERE SHALL BE MINIMUM OF 8" OF CLASS 2 AGGREGATE BASE (AB) UNDER ANY PROPOSED FOUNDATION OR PAVEMENT COMPACTED TO 5% RELATIVE COMPACTION. 10. MAINTENANCE. AREA SHALL BE GRADED TO 4" BELL PROPOSED FINAL ELEVATIONS AND THEN SCARIFIED, WATERED AND COMPACTED TO 90°lam RELATIVE COMPACTION PER ASTM D1557. PLACE 4" OF CLASS 2 A.B. COMPACTED TO 90% RELATIVE COMPACTION. THE ENTIRE SITE, EXCEPT STEEP SLOPES AND EQUIPMENT AREAS, IS TO BE CONSIDERED MAINTENANCE AREA. 11. CONTRACTOR SHALL GRADE THE SITE TO FINAL ELUATIONS SHOWN FOR PROPER SURFACE DRAINAGE. FINAL GRADING SHALL ALLOW SURFACE DRAINAGE TO AVOID DRAINAGE TO THE ADJACENT PROPERTIES. FINAL GRADES MAY BE ADJUSTED AS NEEDED IN THE FIELD TO BALANCE CUTS AND FILLS. 12. IMPORT FILL: A) IMPORTED FILL MATERIAL FOR BUILDING AND DRSVEWAY SHALL CONSIST OF ESSENTIALLY GRANULAR, SILTY SANDS WITH LOW EXPANSION POTENTIAL AND FREE OF GRASSES, WEEDS, ROCKS, DEBRIS AND SOLUBLE SULFATES IN EXCESS OF 1,000 PARTS PER MILLION. IMPORT SOIL SHALL MEET THE FOLLOWING CRITERIA: MAXIMUM % PASSING #200 SIEVE: REFER TO GEOTECHNICAL REPORT MAXIMUM LIQUID LIMIT: REFER TO GEOTECHNICAL REPORT MINIMUM R -VALUE: 50 MAXIMUM EXPANSION PRESSURE: 1 OPSF (TEST METHOD: CALIFORNIA TEST 301) B) IMPORT FILL FOR REMAINING PORTION OF SITE SHALL BE SANDY LOAM SUITABLE FOR PLANTING. C) IMPORTED FILL SHOULD BE FREE OF ORGANIC MATERIAL AND IT SHOULD CONTAIN NO MATERIAL LARGER THAN 4 INCHES AND HAVE A PLASTICITY INDEX OF LESS THAN 16. 13. THE EXCAVATED ON-SITE MATERIAL IS SUITABLE AS COMPACTED FILL PROVIDED IT IS FREE OF ORGANIC MATTER AND MATERIAL LARGER THAN 4 INCHES IN DIAMETER. CAM 2 P~ � f c�1,�iuraat►i p� #o mom� Argaw CAW s��yAr . ro . • 4 • g tJ4V r 'r - r , ,. Ir J: J STANDARD e, TRENCH BACKRILL TX"J +t is x +• : : AND COMPACT110N REQUIREMENTS MC ►1�«.R�(.. ^�f�+t �A« �1:t: 1 f' to f , !a t x 3. {: at •I I• l %* &w a• s i � t► t r r ,t.. .. Of Q*fa** ::1 / r:: 1. C.W.S. STATION IS LOCATED AT 3608 BRISBANE AVENUE, CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA (APN 514-132-01). 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO AND COMPLYING WITH LOCAL GOVERNING AGENCY PERMIT RESTRICTIONS, WHICf4 MAY AFFECT ALLOWABLE WORKING HOURS AND NOISE LEVELS. 3. CONTRACTOR SHALL BECOME FAMILIAR WITH PROJECT SURROUNDINGS, WORKING CONDITIONS, AND SITE LIMITATIONS AND WILL INCLUDE ALLOWANCES IN THEIR BID TO COVER ANY PROJECT CONSTRAINTS. 4. CONTRACTOR SHALL APPLY CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) BEST MANAGEMENT PRACTICES TO PREVENT WATER AND SEDIMENT FROM ENTERING NAVIGABLE WATERWAYS. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND INSTALLING THE APPLICABLE AND APPROPRIATE BMP's IDENTIFIED IN THE CASQA - STORMWATER BEST MANAGEMENT PRACTICES HANDBOOK AVARABLE ONLINE AT W .CABMPHANDBOOKS.COM. SOME OF THE REQUIRED PRACTICES MAY OR MAY NOT BE SHOWN ON THIS SITE PLAN. SEE NOTES 15 AND 16. 5. CONTRACTOR TO CONTACT "UNDERGROUND SERVICES ALERT" 48 HOURS PRIOR TO ANY EXCAVATION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES. 7, THE LIST OF MATERIALS FOR THIS PROJECT IS FOR -REFERENCE PURPOSES ONLY, AND IS NOT INTENDED AS A FULL TAKE. -OFF OF ALL MATERIALS REQUIRED TO COMPLETE THE PROJECT AS PER CWS CO. STANDARD SPECIFICATIONS. 8. ASPHALT CONCRETE TO BE TYPE III, CLASS C2, GRADE PG 64-10 PER PWS! (PUBLIC WORKS STANDARDS, INC.) STANDARD SPECIFICATIONS (TIS "GREENBOOK"), PLACE ASPHALT ON CL 2 AGGREGATE BASE (AB) COMPACTED TO 95% RELATIVE COMPACTION. 9. THERE SHALL BE MINIMUM OF 8" OF CLASS 2 AGGREGATE BASE (AB) UNDER ANY PROPOSED FOUNDATION OR PAVEMENT COMPACTED TO 5% RELATIVE COMPACTION. 10. MAINTENANCE. AREA SHALL BE GRADED TO 4" BELL PROPOSED FINAL ELEVATIONS AND THEN SCARIFIED, WATERED AND COMPACTED TO 90°lam RELATIVE COMPACTION PER ASTM D1557. PLACE 4" OF CLASS 2 A.B. COMPACTED TO 90% RELATIVE COMPACTION. THE ENTIRE SITE, EXCEPT STEEP SLOPES AND EQUIPMENT AREAS, IS TO BE CONSIDERED MAINTENANCE AREA. 11. CONTRACTOR SHALL GRADE THE SITE TO FINAL ELUATIONS SHOWN FOR PROPER SURFACE DRAINAGE. FINAL GRADING SHALL ALLOW SURFACE DRAINAGE TO AVOID DRAINAGE TO THE ADJACENT PROPERTIES. FINAL GRADES MAY BE ADJUSTED AS NEEDED IN THE FIELD TO BALANCE CUTS AND FILLS. 12. IMPORT FILL: A) IMPORTED FILL MATERIAL FOR BUILDING AND DRSVEWAY SHALL CONSIST OF ESSENTIALLY GRANULAR, SILTY SANDS WITH LOW EXPANSION POTENTIAL AND FREE OF GRASSES, WEEDS, ROCKS, DEBRIS AND SOLUBLE SULFATES IN EXCESS OF 1,000 PARTS PER MILLION. IMPORT SOIL SHALL MEET THE FOLLOWING CRITERIA: MAXIMUM % PASSING #200 SIEVE: REFER TO GEOTECHNICAL REPORT MAXIMUM LIQUID LIMIT: REFER TO GEOTECHNICAL REPORT MINIMUM R -VALUE: 50 MAXIMUM EXPANSION PRESSURE: 1 OPSF (TEST METHOD: CALIFORNIA TEST 301) B) IMPORT FILL FOR REMAINING PORTION OF SITE SHALL BE SANDY LOAM SUITABLE FOR PLANTING. C) IMPORTED FILL SHOULD BE FREE OF ORGANIC MATERIAL AND IT SHOULD CONTAIN NO MATERIAL LARGER THAN 4 INCHES AND HAVE A PLASTICITY INDEX OF LESS THAN 16. 13. THE EXCAVATED ON-SITE MATERIAL IS SUITABLE AS COMPACTED FILL PROVIDED IT IS FREE OF ORGANIC MATTER AND MATERIAL LARGER THAN 4 INCHES IN DIAMETER. CAM 2 P~ � f c�1,�iuraat►i p� #o mom� Argaw CAW s��yAr . ro . • 4 • g tJ4V r 'r - r , ,. Ir J: J 0-3 EA* •r ti: s r r � TX"J +t is x +• : : j . . AN r i:t r .:• :r r r .t' th ", r, Fr: •,rm ►1�«.R�(.. ^�f�+t �A« �1:t: 1 f' to f , !a t x 3. {: at •I I• l %* &w �'*'T+•rr+ , `may.:.. t r r ,t.. .. Of Q*fa** ::1 / r:: wrr+w..>.+r..�.�.r<twrwrwrirrc Of a"r:: r .r `_ J r r t-/ n s ::.. . r yr 2. r` ♦ Ir: r , he am* - r r r .- or r tot 9"f' ... ff'., ( r MO** 't be ! � ,Q. W Alt. r �,. r LT •Q. T .� .. ,. s ` *&iww 0* A, r . J : - 4. `r h r�::f / t tr+,`�l .i lftjr< t As*Wt ops of nrl= Ad be adswid "WWP"not ,`t r two ��y~�` r,r ♦ t! r be l at as ,' .1 r ,.'• t dW t'r dam 1 (if MOW) is ., ',x. f: ., t r..St-IJ andST-14 for mrfwft mwkwwk For pokh h q. r xt t^ ,: oka r tr ,-vim t-.prnrn�rrN:ww�1}wr�ABlw%`iM ! t t .: t,f f by IIiOe MMi. OM1. 11.10` 01110 11101Ku �1 w1i: 1101/1 1111Q1M4 :w1w - f1111R +111rf t t f , . 1rfi*A*nrt apWxawf- =*Wk fit AdW twd ffkjaw 41 r.q" wnmf` eCm Wqd# / !h"'. S _ 14. FILL SHOULD BE PLACED IN HORIZONTAL LIFTS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS, MOISTURE CONDITIONED TO AT LEAST OPTIMUM CONTENT, AND COMPACTED TO AT LEAST 95 PERCENT RELATIVE COMPACTION BENEATH ALL STRUCTURES, AND 90 PERCENT RELATIVE COMPACTION ELSEWHERE. A SITE SPECIFIC GEOTECHINCAL REPORT, IF AVAILABLE SHALL OVERRIDE/AMEND SUCH REQUIREMENTS. 1 15. CONSTRUCTION OPERATIONS DUST SHALL BE CONTROLLED. WASTEWATER GENERATED DURING CONSTRUCTION SHALL NOT BE DISCHARGED TO THE STORM DRAIN SYSTEM. THIS INCLUDES WASTE FROM PAINTING, SAW CUTTING, CONCRETE WORK ETC. THE CONTRACTOR SHALL MAKE ARRANGEMENTS TO ELIMINATE DISCHARGES TO THE STORM DRAIN SYSTEM AND THE EXISTING SUMP, IF NECESSARY PROVIDE AN AREA FOR ON-SITE WASHING ACTIVITIES DURING CONSTRUCTIONS, MATERIALS THAT COULD CONTAMINATE STORM RUNOFF SHALL BE STORED IN AREAS WHICH ARE DESIGNATED TO PREVENT EXPOSURE TO RAINFALL AND TO NOT ALLOW STORM WATER TO RUN ONTO THE AREA. 16. PAVEMENT CLEANING -FLUSHING OF STREETS/PARKING LOTS TO REMOVE DIRT AND CONSTRUCTION DEBRIS IS PROHIBITED UNLESS SEDIMENT CONTROLS ARE USED. PREFERABLY, AREAS REQUIRED CLEANING SHOULD BE SWEPT. 17. SPOILS SHALL NOT REMAIN ON-SITE. DISPOSAL OF ALL PROJECT GENERATED SPOILS SHALL BE AT A FACILITY LICENSED AND CLASSIFIED TO ACCEPT THE MATERIALS. CONTRACTOR TO PROVIDE OWNER WITH A FORMAL RECEIPT FROM THE ACCEPTING FACILITY. ALL MATERIALS THAT WILL REQUIRE TESTING PRIOR TO DISPOSAL SHALL BE SAMPLED AND TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE DISPOSAL FACILITY IN ADVANCE OF THE NEED FOR DISPOSAL.. 18. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH 2016 C.B,C., 2016 C.F.C., AND MOST CURRENT NFPA AND NEC AWWA E101 & C600. 19. SITE CONTRACTOR MUST SHARE THE SITE WITH OWNER'S OTHER CONTRACTORS. 20. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PRELIMINARY GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC, SIGNED BY TONY FRANGIE, CE 39549 AND DATED DECEMBER 15, 2016. IF ANY CONFLICTING REQUIREMENT EXISTS ON THESE PLANS WITH THE GEOTECHNICAL INVESTIGATION, THE GEOTECHNICAL INVESTIGATION REQUIREMENTS SHALL PREVAIL. 20. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE PRELIMINARY GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC, SIGNED BY TONY FRANGIE, CE 39549 AND DATED DECEMBER 13, 2016. IF ANY CONFLICTING REQUIREMENT EXISTS ON THESE PLANS WITH THE GEOTECHNICAL INVESTIGATION, THE GEOTECHNICAL INVESTIGATION REQUIREMENTS SHALL PREVAIL, 21. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 22. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER! SUBDIVIDER! CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL. BE DETERMINED BY THE CITY ENGINEER. 23. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 24. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4: 1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 25. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND!OR UPGRADING AS PER CITY ENGINEER. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-612-2444) 26, CALWATER TO NOTIFY CITY WATER RESOURCES DEPARTMENT PRIOR TO WELL WATER DISCHARGE TO CATCH BASIN: (661) 326-3715. r STANDARD 1 DARD i PAVEMENTPATCHES 111111111II�� e :V OW } • 1. a, 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. An rrors, omissions or violations of those ordinances, standards, ria encountered re e d dri ung construction shall be corrected a reflected on corrected plans submitted to the City E DATE DEPARTMENT DATE: RM. DTSt"itt} MON n V" LJ PLAT j- SYSTlfili scmmnc $TAnON SCHM"Tic PLAT SHEET NO.: K--49--33 onow SCALE: 1 "- 1(1' DRAWN BY: RD DESIGNED BY: D CHECKED BY: DATE: APPROVED BY: DATE: DATE: 11/06/17 PROJECT ID.. 00099719 6.3-480 DRAWING NO.: City Records No. BK -11351 SHT I OF 2 0-3 C lot v 0 h�1 `��..ree��� E.F V DISTRICT: BAKERSFIELD DATE: 11/06/17 PROJECT ID.. 00099719 6.3-480 DRAWING NO.: City Records No. BK -11351 SHT I OF 2