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HomeMy WebLinkAbout6.9-299402 E. PACHECO ROAD TRUCKSERVICE FACILITY GRADING PERMIT NO. 18-40000057 LEGEND: COVER SHEET UNDERGROUND UTILITIES: OVER 1 ACRE AB AGREGATE BASE UTILITY LOCATIONS ARE APPROXIMATE IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHRAGE AC ASPHALT CONCRETE E --- ELECTRICAL CONDUIT ELIMINATIION SYSTEM (NPDES), A "NOTICE OF INTENT' (NOI) TO COMPLY WITH THE TERMS OF NONE EXPORT: NONE THE GENERAL PERMIT TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION BCR BEGIN CURVE RETURN F - FENCE LINE ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND BM BENCH MARK G GAS LINE ORDER 2012-006-DWQ) MUST BE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD CL CENTER LINE __S___ SANATARY SEWER IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH �O THE GENERAL PERMIT REQUIRES THAT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) (E) EXISTING - T - TELEPHONE BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILIBLE FOR PUBLIC INSPECTION EG EXISTING GRADE U W DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER EP EDGE OF PAVEMENT -W_-__ WATER LINE 5F15C386724 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. EX EXISITNG DIRECTION OF DRAINAGE FC FINISH CONCRETE GRADEGRADE COMPACTION TEST NOTE -COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER / FF FINISH FLOOR TREE LOCATION SUBDIVIDER / CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. FG GRADE RADE GE FL FINISH EXISTING IMPROVEMENTS 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED FP FINISH PAD AT (661) 326-3049. GV GATE VALVE 300.00 EXISTING GRADE MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1 HP HIGH POINT EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. INV INVERT ALTERNATELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER �C� p METHOD TO PREVENT EROSION ONTO THE SIDEWALK. INT INTERSECTION PROPOSED GRADE pp/ ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS MH MAN HOLE SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND / OR UPGRADING AS PER CITY ENGINEER. MON STREET MONUMENT - - - -- DIRECTION OF DRAINAGE PL PROPERTY LINE ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE RW RIGHT OF WAY SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY THE DRAINAGE NOTES: CITY ENGINEER. TBM TEMPORARY BENCH MARK MIN. OF 1% SLOPE ON AC PAVING TC TOP OF CURB MIN. OF 0.25 % ON CURB & GUTTER TMH TOP OF MANHOLE MIN. OF 1% ON GRASS AREAS BASIS OF BEARINGS: TW TOP OF WALL THE BEARING OF S89029'49"E AS SHOWN FOR THE CENTERLINE OF EAST PACHECO ROAD PER PARCEL MAP NO. 11473 AS RECORDED IN BOOK 56 OF PARCEL MAPS AT PAGES 39-40 ECR END CURVE RETURN WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. PRC POINT OF REVERSE CURVE BENCHMARK USED: POC POINT ON A CURVE THE TOP OF A 2" IRON PIPE IN A MONUMENT ENCASEMENT FOR THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 30 SOUTH, RANGE 28 EAST WAS USED A THE BENCHMARK FOR THIS MAP. (ELEVATION = 100.00' [ASSUMED]) BENCHMARKS ESTABLISHED: FOUND CHISELED "o" ON SOUTHEAST CORNER OF TOWER FOOTING LYING 1426' NORTH AND 63' WEST OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 30 SOUTH, RANGE 28 EAST. (ELEVATION = 106.48') SOUTHWEST CORNER OF EDGE OF CONCRETE SLAB LYING 1236' WEST AND 480' NORTH OF THE SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 30 SOUTH, RANGE 28 EAST. (ELEVATION = 104.68') BAKERSFIELD, CA 93307 2016 CALIFORNIF, GREEN BUILDING STANDARDS CODE .. REQUIREMENTS NOTE RESIDENTIAL AND NO -RESIDENTIAL DEVELOPMENT STORMWATER MANAGEMENT (SITE DEVELOPMENT) REQUIREMENTS BMP STATEMENT AS CONTRACTOR OF RECORD, I HAVE SELECTED THE APPROPRIATE BMPS PER 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE TO EFFECTIVELY MINIMIZ'_ THE NEGATIVE IMPACTS OF THIS PROJECT'S CONSTRUCTION ACTIVITIES ON STORM WATER QUALITY. THE PROJECT OWNER AND CONTRACTOR ARE AWARE THAT THE: SELECTED BMPS MUST BE INSTALLED, MONITORED AND MAINTAINED TO ENSURE THEIR EFFECTIVENESS. THE BMPS NOT SELECTED FOR IMPLEMENTATION ARE REDUNDANT OR DEEMED NOT APPLICABLE TO THE PROPOSED CONSTRUCTION ACTIVITIES." EROSION AND SE DIMENT CONTROL BMPS SCHEDULING CONSTRUCTION ACTIVITY PREVENTION OF NATURAL FEATURES DRAINAGE SWAL-S OR LINED DITCHES TO CONTROL STORMWATER FLOW MULCHING OR H"DROSEEDING TO STABILIZE SOILS EROSION CONTROL COVERS TO PROECT SLOPES PROTECTION OF STORM DRAIN INLETS (GRAVEL BAGS OR CATCH BASIN IN:-"ERTS) PERIMETER SEDIMENT CONTROL (PERIMETER SILT FENCE, FIBER FOILS) SEDIMENT TRAP OR SEDIMENT BASIL TO RETAIN SEDIMENT ON SITE STABILIZE CONS --RUCTION EXITS HOUSEKEEPING 3MPS MATERIAL HANDLING AND WASTE MANAGEMENT BUILDING MATERIALS STOCKPILE MANAGEMENT MANAGEMENT O!= WASHOUT AREAS (CONCRETE, PAINTS, STUCCO, ETC.) CONTROL OF VE'­IICLE/EQUIPMENT FUELING TO CONTRACTOR'S STAGING AREA SPILL PREVENTION AND CONTROL DUST CONTROL.- DUST ONTROL:DUST CONTROL MUST BE IMPLEMENTED THROUGHOUT THE ENTIRE GRADING PROCESS ENGINEER'S NOTE: THE DESIGNER HAS MADE A DILIGENT SEARCH OF RECORDS, CONTACTED UTILITY COMPANIES AND OTHERWISE ATTEMPTED TO INDICATE ON THE DRAWINGS ALL UTILITIES WHICH EXIST WITHIN THE LIMITS OF WO' --:K OF THIS PROJECT. HOWEVER THE DESIGNERER MAKES NO GUARANI E=E THAT ALL FACILITIES HAVE BEEN SHOWN ON PLANS, SINCE THE LOCATIDNS AND DESCRIPTIONS WHERE NOT OBTAINED FROM AN ACTUAL FIELD SURVEY AND UNDERGROUND FACILITIES MAY NOT APPEAR IN THE RECORDS. THE CONTRACTOR SHALL NOTIFY THE OWNERS OF THE UNDERGROUND FACILITIES AND ALL UTILITY COMPANIES REQUESTING TO LOCATE. AND MARK THEIR FACILITIES PRIOR TO BEGINNING WORK. PRIOR TO DELIVERY OF ANY MATERIALS OR BEGINNING OF ANY EXCAVATION AND PRIOR TO BRINGING ANY CREWS OR EQUIPMENT ON THE JOB SITE, THE CONTRACTOR SHALL EXPOSE AND CONFIRM THE EXCACT LOCATION OF ALL UNDER- GROUND UTILITIES AND REPORT TO THE DESIGNER SAID LOCATIONS AND ANY CONFLICTS WITH THE WORK BEING PERFORMED. THE C ESIGNER SHALL THEN DETERMINE IF ANY REVISIONS TO THE DESIGN ARE F;=QUIRED AND PREPARE NECESSARY REVISIONS TO THE PLANS PRIOR TO ,rHE CONTRACTOR ANY WORK ON OR AROUND THE AFFECTED LINE OR LINES NO EXTRA COMPENSATION WILL BE ALLOWED FOR EXTRA COSTS INCURRED DUE TO CONTRACTORS FAILURE TO FOLLOW THIS PROCEDURE. SHEET INDEX: SHEET CS -1 COVER SHEET SHEET GP -1 GRADING PLAN SHEET GP -2 DETAILS SHEET 1 OF 2 SWPPP PLAN SHEET 2 OF 2 SWPPP PLAN ASSESSOR NUMBER: ATN: 172-070-40-00-1 PN: 172-070-40-1 LEGAL DESCRIPTION: PARCEL 2 OF PARCEL MAP 11473, IN THE COUNTY OF KERN, STATE OF CALIFORNIA. SITE ADDRESS: PACHECO ROAD, BAKERSFIELD, CA 93305 ENGINEER: WILLIAM D, BATES 1800 OAK STREET, SUITE D BAKERSFIELD, CA 93313 (661) 324-5739 OWNER: RASHPAL SINGH 402 E. PACHECO ROAD BAKERSFIELD, CA 93307 CELL: (661) 900-2878 PROJECT ACREAGE: PROJECT SITE: 17.4 ACRES QUANTITIES: GRADED AREA: 8.70 ACRE FEET CUT: 1500 C.Y. ± FILL: 50 C_Y. ± IMPORT: NONE EXPORT: NONE EXCESS CUT TO BE DISTRIBUTED OVER FUTURE BUILDING PAD AJ2EA. DRAINAGE CALCULATIONS: PER C.O.B. SUBDIVISION STANDARDS RUNOFF VOLUME: V = 0.15 x (CxA) V = DESIGN VOLUMN IN ACRE FEET C = RUNOFF COEFFICIENT A = DRAINAGE AREA C = 0.95 REQUIRED: V= (0- 15)(0.95 x 379,059 S.F./AC) V= (0.15)(360,106.05/43,560) V= (0. 15)(8.27) = 1.24 V= 1.24 ac.ft. REQUIRED 1.72 ac.ft. PROVIDED PROJECT SITE 402 E. PACHECO CUP #17-0205 GENERAL NOTES: 1. ALL GRADING SHALL CONFORM WITH APP J - CALIFORNIA BUILDING CODE AND STANDARDS PRETAINING THEREOF AND PRELIMINARY SOILS REPORT BY THE DIRT GUYS, DATED JANUARY 11, 2019. 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH PLANS, SOILS REPORT, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APP J OF THE CALIFORNIA BUILDING CODE. 4. SURFACE DRAINAGE TO BE ONE (1%) MINIMUM TO APPROVED DRAINAGE FACILITIES, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. 5. CIVIL ENGINEER, GEOTECHNICAL ENGINEER AND BUILDING CFFICIAL WILL BE NOTIFIED FORTY DEIGHT HOURS TO PLACING OF ANY FILL M,aTERIAL. 6. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) PERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER SECTION 3305 OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIIFIED BY TESTS AND REPORT FROM SOILS ENGINEER. 7. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPTIMUM MOISTURE CONTENT BY AN APPROVED METHOD. 8. ALL FILL AREAS TO BE CLEARED OF ALL VEGITATION AND OTHER UNUSABLE MATERIAL FOR A STRUCTURE FILL AND THE AREA SCARIFIED TO A DEPTH OF SIX (6) INCHES. 9. FACES OF ALL CUT AND FILL SLOPES TO BE PLANTED WITH A GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION. 10. ALL CUT AND/ OR FILL SLOPE SHALL NOT BE STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL. 11. BERMS OR DRAINAGE DEVICES ARE REQUIRED AT TOP OF ALL FILL SLOPES, 12. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT AND FILL SLOPES WHEN EXISITNG TERRAIN SLOPES TOWARD TOP OF CUT. 13. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHALL BE KEYED AND BENCHED TO SUPPORT FILL. 14. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET dORIZONTALLY OF THE TOP OF EXISTING AND/OR PLANNED SLOPES. 15. ALL SLOPES IN EXCESS OF THREE (3) FEET MINIMUM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF CUT SLOPES WHEN EXISTING TERRAIN SLOPES TOWARD TOP OF CUT. 16. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TW,(2) WORKING DAYS PRIOR TO CONSTRUCTION (CALL 811) 17, AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTNG ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 1:1* PAIiERE BUILD I,G 0I''DAR,' Q, CL z 0 01 Q i� i� ci; m 'I < c, 0 c; -y ch y cc, _�e X: (0 LL (] m y r :E W 'I N yM - ccs (n � M C (D c' 0 a. co The GRADING PLAN as shown on ft dm wing fe teieby vX r mct sub ecttoanyindicatedcorrectionsoraddhlom ApprOvdbytt>t Public ------- Works Deoartment and Building Department irx&xftsappmvW j) by as to design ,.-ftria used and conformance to City Stwxkrds, Codes and Imo_ (Ordinances. Erigineerfor the subdivider ordeveioperettdtber+):Won. sible for accuracy of calculations forthis phm end etre(1 siA mita o 3 died "as-j4raded" plan after completion of the grading. AFPIR OVEE D BY: F.int D to Daae VICINITY MAP �I N NTS City Records No. GRADING PERMIT # 18-40000057 SUB JITTED B11: Z ; `\ 3 EXP. 9-30-19 z' N 0.A 21871 "'y,` ayl j Q jl \� Cv__j� \F �Lo DAT: SIGNED: ;CLIENT: SINGH DATE: 8/16/18 DRAWN BY - ---- RRG SCALE: AS SHOWN JOB tJO. 2018-1833C PERMIT NO. DRAWING SHEET i.C,C: Cr�1 1 OF SHEETS) !!MNG FI_E: i 40,' PACHECO ROAD �o J_ Q UO <Of LL W UW_ �U I.LI Q U) 0- W U CV �O LLI I F- U W Iia_ Q, CL z 0 01 Q i� i� ci; m 'I < c, 0 c; -y ch y cc, _�e X: (0 LL (] m y r :E W 'I N yM - ccs (n � M C (D c' 0 a. co The GRADING PLAN as shown on ft dm wing fe teieby vX r mct sub ecttoanyindicatedcorrectionsoraddhlom ApprOvdbytt>t Public ------- Works Deoartment and Building Department irx&xftsappmvW j) by as to design ,.-ftria used and conformance to City Stwxkrds, Codes and Imo_ (Ordinances. Erigineerfor the subdivider ordeveioperettdtber+):Won. sible for accuracy of calculations forthis phm end etre(1 siA mita o 3 died "as-j4raded" plan after completion of the grading. AFPIR OVEE D BY: F.int D to Daae VICINITY MAP �I N NTS City Records No. GRADING PERMIT # 18-40000057 SUB JITTED B11: Z ; `\ 3 EXP. 9-30-19 z' N 0.A 21871 "'y,` ayl j Q jl \� Cv__j� \F �Lo DAT: SIGNED: ;CLIENT: SINGH DATE: 8/16/18 DRAWN BY - ---- RRG SCALE: AS SHOWN JOB tJO. 2018-1833C PERMIT NO. DRAWING SHEET i.C,C: Cr�1 1 OF SHEETS) !!MNG FI_E: i 40,' PACHECO ROAD Q H q Q m LL m z N� z m -T DEVELOPE FULL RAMP O 0O 0 co c6 oo m ^ m o0 7 VAN ACCESSIBILE NOTIFICATION SIGN - MOUNTED ON POLE CENTERED 0" H.C. SPACE WHERE OCCURS )� 6 n �Q o.37�%` (E) EDGE OF PAVING VAN ACLO d .E ` —.- ----- -- _ --- -_ ---\ 4' WADE HIGHWAY "BLUE" PAINTI DIAGONAL STRIPING W/ REFLECI T GLASS BEADS AT ALL HANDICAP - - _ _ HANDICAP STALLS DEVELOPED TO FULL COLLECTOR WIDTH A — (E) EDGE OF PAVING GP -1 '---.45' (TYPE A) AC PAVING OVER 5" CLASS II A.B. 3--(r SO. ACCESS NOTIFICATION OVER 1'6" NATURAL GRADE PER CALTRANS A88A SEE DETAIL 4ISP-1 - 2. DRIVEWAY DETAIL SCALE 1"=50' fJ STA L STANDARD COM,[," E R, 0i A L DRIVE APPRCA.t�H TYPE "A" PER C.0 -B. STANDARD ST -3 (CENTERED ON DRIVE ISLE) UNDER SEPARATE ENCROACHMENT PERMIT FROM PUBLIC WORKS DEPARTMENT PER DETAIL 1/r RAD.. I f2" RAD. — 95% RELATIVE COMPACTION NOTES: I. PROVIDE EXPANSION JOINTS 0 25'-0" O.C. MAX. AND AT CURVES, TANGENTS/CORNERS 2. CONTINUE REBARS THROUGH 4 EXPANSION JOINTS. 3. BASE OF CURB TO BE SET ON COMPACTED SUB -BASE 4. TOOL FINISH ALL EXPOSED CONC. SURFACE. 2 CONCRETE SWALE & NTS PAVEMENT SECTION N 8928'46" W PHASE IV FUTURE STORAGE AREA 104 LOWER LANDING W160"40" CLEAR SPACE & SLOPES NOT EXCEEDING 2% IN ANY DIRECTION TYPICAL VAN ACCESSIBLE PARKING STALL SCALE 1'= 1'4" wa c� F0v 702.14' ■ `L Z z a a = •spy. O v 0 S� Ln 0 0 PHASE IV PARKING FE :. SLOPES OF ADJOINING GUTTERS, ROAD SURFACE EDIATELY ADJACENT TO CURB RAMP, OR ACCESSIBLE TE SHALL NOT EXCEED ONE UNIT VERTICAL TO 20 -S HORIZONTAL (5% SLOPE). MAXIMUM SLOPE OF ROUNDING AREAS SHALL NOT EXCEED 2% IN ALL :cnoNs. B RAMPS SHALL COMPLY WITH SECTIONS 11 B-406.2, 408.3, & 11 B -4W.5 CBC. WORDS "NO PARKING" SHALL BE ITER IN 12" HIGH WHRE LETTERS r -_T J Lr GROOVING DETAIL 164 7" TRAFFIC SIGNS TO BE HIGHWAY STANDARD - AND TO CONFORM W/ CURRENT STATE AND LOCAL CODES RESERVED- -_.O80THICK ALUMINUM ORPORCELAIN ON PARKING STEEL ACCESSIBLE PARKING SIGN TO READ i L- O RESERVED PARKING" WITH ACCESSIBLE SYMBOL LLI0 AND"VAN ACCESSIBLE" (WHERE APPLICABLE). BOLTSTEEL TUBE WITH 1!Y' CADMIUM PLATED w BOLTS,, NUTS AND WASHERS. LOCATED AT HEAD OF ALL ACCESSIBLE PARKING SPACES Y ui AN ACCESSIBLE MIN. FINE $250 O OVAN ACCESSIBLE PARKING SIGN NTS ® ® ® O ® - ® O 0 ® ® OI e @@ ® ® TRUNCATED DOME SHALL COMPLY W/ CBC 11 B-705 OTRUNCATED DOME (DETECTABLE WARNING) NOTE: 1. DETECTABLE WARNING STF IPS SHALL BE YELLOW & CONTRAST VISUALLY WITH ADJACENT WALKING SURFACES PER 11 B-705.1.1.3. MINIMUM FINE $250.00 PER CBC 118-502.42 VAN ACCESSIBLE -VAN ACCESSIBLE SIGN (WHERE APPLICABLE) MIN. FINE $250 - SIGNAGE AT PARKING STALL SIGNAGE AT PARKING STALLS O ACCESSIBLE SITE SIGNAGE NTS 2.3 M!N. 2.4" M-- AY_ - f _ 0.9" BASE DIA.MAX. g 0.92" BA -1E DIA.MIN. o �J� FH NN 0.45" TOP DIA.MIN. 0.47" TOP DIA.MAX. ®4 0.9" BASEDIA MIN. _ __ -0.68• MIN. 0.92" 5A5E DIA. MAX. DETECTABLE WARNING PATTERN PER CBC 11B-7)5 -- 2.3- MWC - � 2.4• ►MY. ,. .45• DIA. MIN. 0.4T Dill MAX 0-9" BASE DIA. MIN ` 0.92.505E DIA. MAK. 6O DETECTABLE WARNING SECTION .080 THICK ALUMINUM OR PORCELAIN ON STEEL ACCESSIBLE PARKING SIGN TO READ — "RESERVED PARKING" WITH ACCESSIBLE SYMBOL AND " VAN ACCESSIBLE" (WHERE APPLICABLE). BOLT TO STEEL TUBE WITH 1!Y' CADMIUM PLATED BOLTS, NUTS AND WASHERS. LOCATED AT HEAD OF ALL ACCESSIBLE PARKING SPACES 2"x2"x0.188 STEEL TUBE EXTEND INTO CONCRETE PIPE 2'-0". PROVIDE WELDED CAR WATERTIGHT CAP. 3 8" DIA. STANDARD STEEL PIPE BOLLARD FILLED m W/ CONCRETE PROVIDE DOMED CEMENT WASH CAP. PAINT PIPE W/ (2) COATS OF WHITE PAINT. i DRY BETWEEN COATS. TACK COAT PAVING TO CONCRETE LINE OF PAVING OR PLANTER COMPACTED EARTH -- CONCRETE BASE II - --- L OPARKING SIGN DETAIL NTS T. BLUE BACKGROUND TYPICAL WHITE OCCUPANTAND BORDER TYPICAL -- -- -- -- -- -- -- --- -- - --- -- �- -- -- -- ---- � - � 36" SQUARE NOTE: �I IDENTIFY EACH ACCESSIBLE PARKING SPACE SURFACE BY PAINTING THE SPACE IN BLUE AND OUTLINING IN WHITE CF SUITABLE CONTRASTING COLOR A �9tS OUTLINING T HE SPACE IN BLUE DEPICTINGOFILE VIEW A D OUTLIN NG A A 3EELCHAIR 6 H OCCUPANT OR Y "x38" PROFILE VIEW 2A OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON A BLUE BACKGROUND LOCATED SO TO BE VISABLE TO A TRAFFIC OFFICER WHEN A VEHICLE IS PROPERLY PARKED. O �c HANDICAP PARKING ISA SYMBOL NTS PARCEL 2 - - - PARCEL MAP NO. 11473 I 17.4 ACRES to N%I 9ti PHASE III PARKING °s� Z. -Z --CL CONC. SWALE 2 -OMITS OF GRADING j N M] fie, ts- -IN _ - t = -- - - p�. IItIItIIIIIITH� -I--IIIIIIIIIIIIIIIIIIIIIIIi1IT 171 CITY OF BAKERSFIELC) 60' ROAD EASMENT < •� I -_ I PHASE 11 _ ^I CL�aa' AIDE SWALE < ( (~- OVER 3' PAVING AC 1 M BASE. �- e13 C.L. GATE PER h . \ \ \\ \ I Caa sTANDARD '� ��\\\\\ \\\�" PROPOSED 7' WIDE LANDSCAPING SCRIP` (E) TRUCK YARD �I - 2 CL CONQ., SWALE 0.25% D (N) CUSTOMER PARKING — (E) b0' RADIUS - t a PHASE I TURN -AROUND % K" AC _ I — _ Y3' CLAS r A.S.—�� PAVEkiENT—IMF00 BOTiO1SlNIP BURRIED WATER LINE - - i OVER Vp DRAINAGE BASH PER 1 ! CE) HB / 2 i f0 C"O.B" STANDARD I ,04--- fy � � DI (E) P.P. � `4Dy.,.� P- (E TRAILERS TO BE REMOVED - - 1Q,E"46 F.P. �`p�` ` CHAIN Uw FENCE PER 12 I DEMO CONCRETE & FILL W/ (8 / ` \ 00 C.O.B. STANDARD �P_ W/ ACCESS FILL FOR FUTURE / ��� `� O• /U�• I 65'x100' METAL BUILDING PosT w ,CES P.P.. O 1 �\ I EDGE OF (E) EP Z��� ��� ��\�\ J / PROPOSED 7' WIDE LANDSCAPING SCRIPT til , (E) 12'x80' TRUCK PARKING (E) TREE LINE NOT -A -PART (E) PELLET STORAGE 2� — 2" ASPHALT PAW,, -- VACANT P_ r OVER 4" AGG BAS= VACANT PATH OF TRAVEL TO PUBLIC RIGHT-OF-WAY _.1%__ 2" ASPHALT PAVING -- (E) STORAGE YARD I OVER 4" AGG BASE I � - 'PLANTER AREA > —(E) DOUBLE CHAIN LINK GATE W PROVIDE 8' DEEP x 10' WIDE BINS 6" THICK CONCRETE DRIVE --- of INSTALL STANDARD COMMERCIAL DRIVE APPROACH TYPEI ON % "A" PER C.Q.B. STANDARD ST -3 (CENTERED ON DRIVE ISLE) i` Z / I UNDER. SEPARATE ENCROACHMENT PERMIT FROM PUBLIC — MASSEY DRIVE ABANDONED WORKS DEPARTMENT PER DETAIL PER RESOLUTION # EASEMENT FOR STREET PURPOSES G.�= ____'5;T PACHF CO ROAD (CO. RD. NO'S 11 E ' 739) 164 - , (E) EDGE OF PAVING - - -- --- — --- - ---- - — - - 84.90 N 8928'49 W CL E PACHECO ROAD N W E GRADING PLAN SCALE 1"=100' S I SCALE: 1" = 100' 70, w v z w U. 2:1 SLOPE G' HIGH CMU FENCE �C TYPICAL SECTION I'D" NTS i w U z s1J LL 12' 2:1 SLOPE KEY NOTES: ACCESSIBLE ROUTE OF TRAVEL MAX 2% CROSS SLOPE I j AND MAXIMUM 5% SLOPE IN DIRECTION OF TRAVEL (48" MIN. CLEAR UNOBSTRUCTED PATH OF TRAVEL) PAINTED WHEEL CHAIR SYMBOL PER DETAIL 4/SP-1 O HANDICAP PARKING SIGN ON POLE PER ADA CODE MIN. 80" ABOVE FINISH SURFACE PER DETAIL 1/SP-1. ® PAINTED LOADING AREA WITH 12" HIGH WHITE "NO PARKING" LETTERS. 4" PAINT STRIPE FOR ACCESSIBLE PATH OF TRAVEL 4" BLUE REFLECTIVE PAINTED STRIPES @ T-0" O.C. WITH PERIMETER 4" WIDE STRIP �7 60"x60" LEVEL LANDING ®SITE SIGN NOTING ACCESSIBLE PARKING REGULATIONS PER DETAIL 2/SP-1 9G TRUNCATED DOME PER DETAIL 5.1SP-1 "UNAUTHORIZED JEH!CLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE_ P._ATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED AWAY VEHICLES MAY BE RECLAIMED AT MY MY TOWING COMPANY, ;NC. OR BY TELEPHONING (123) 555-5555 w U Q cr (n Z > 0 m z o O ACCESSIBLE NOTIFICATION SIGN NTS NOTES 1 08 THICK ALUMINUM OR PORCELAIN STEEL SIGN WITH V BEADED TEXT. 2. SIGN TO CONFORM TO CURRENT STATE AND LOCAL CODES AND REGUATIONS. 3. LOCATED AT MAIN DRIVEWAY ENTRIES IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE (PER SITE PLAN). 4. CONTRACTOR TO OBTAIN ADDRESS AND TELEPHONE NUMBER FOR RECLAIMING CARS AND APPLY TO SIGN WITH 1' BEADED TEXT TO MATCH TEXT ABOVE SIGNAGE NOTE: ALL VEHICLE SIGNAGE IS REFLECTORIZED PER 11B-502.6.1 J CL I �0 12 F CJ/ �✓ --2:1 SLOPE BOTTOM OF SUMP ELEVATION = 95.0 TYPICAL SUMP SECTION "B" NTS al w U �I z �I LL 0 f � BOTTOM OF SUMPIIIIELEVATION = 95.0 \0 2'1 SLOPE TYPICAL SUMP SECTION "C" a I NTS I J a I I G' HIGH CMU FENCE �O O TYPICAL SECTION I F' NTS G' HIGH CMU FENCE 00 6 r TYPICAL LOT SECTION "E" NTS � I z LU ji � I Ui Z O O U Z W w O U D- x 0 ate. (L Ica W J \'_(N) COMMERCIAL DRIVE APPROACH PER PLAN SECTION "A" SCALE 1"=30' INSTALL STANDARD COMMERCIAL DRIVE APPROACH TYPE "A" PER C.O.B. STANDARD ST -3 (CENTERED ON DRIVE ISLE) UNDER SEPARATE ENCROACHMENT PERMIT FROM PUBLIC WORKS DEPARTMENT City Records No. GRADING PERMIT* 18-40000057 t I C7 I M (V M c� x LL 0) co I` LO cV M O7 N O Iw 0 'z of i � I LIE �_1 (SUBMITTED 3Y: --- ��� v?,OF E L& 3 9� y * EXP. 9-30-19 ' N 21871 , C/V 1v �F ALS t' DI ATE SIGNEC_ - _I , CLIENT: ------- -- - -, SINGH I i -DATE: 8116/18 1 ifDRAWN BY ----- - RRG SCALE. --- -- -- -- -- AS SHOWN kOB NO. -------- -- - - 2018-1833C PERMIT NO. -- - - I DRAWING SHEET i I i GP, -Il lI OF —SHEETS jI DRAWING FILE- - - --- ---I 1402 PACHECO ROAD I JQ VO i Q� i L- O LLI0 0 w w W Y ui U tV O W d' w is L ------- t I C7 I M (V M c� x LL 0) co I` LO cV M O7 N O Iw 0 'z of i � I LIE �_1 (SUBMITTED 3Y: --- ��� v?,OF E L& 3 9� y * EXP. 9-30-19 ' N 21871 , C/V 1v �F ALS t' DI ATE SIGNEC_ - _I , CLIENT: ------- -- - -, SINGH I i -DATE: 8116/18 1 ifDRAWN BY ----- - RRG SCALE. --- -- -- -- -- AS SHOWN kOB NO. -------- -- - - 2018-1833C PERMIT NO. -- - - I DRAWING SHEET i I i GP, -Il lI OF —SHEETS jI DRAWING FILE- - - --- ---I 1402 PACHECO ROAD I I I.r-iii? r�k+F i c3oWr� i I 1 E ra _ y,.r ares ils6grs I I ' : T+vn.'e dye I I I '�°• - r At9trtbe 3wwtP I "" aruf tal.zwr �)• ,:�,y :�n.,rorcr I 1 rrAdv 'avxr a'LFMWI I bc�b a v•x Tata ox I (I _ .F f %SR ;,YmtzY.4iLttY a k $A tee+ r tw1 k. .S Finnie ell 1 - p o4' ��.. `�; _' ter• may,- -� -�,r. �- f�'lAYl11 A Aye: Zr orf .hip awl `; to IPj4p_}. mgr 4 "' ho. -Es., 4 ' Aur NwIt+,oa v+kiwrr ht n; A+lztW weCfe_V wJ84w mritfov4ixx ontu'�led''Y ri a< AA qua 'vol D9'tl# B •'Mrittis' tA',� iC7 y aQiccfata SYjr N .-ZW-NE rA'lPvffmw Ar STngrmra'Aw' "ff & twirari�rlrxrssif} FBu-of-'v +asr"l�et` aeRxrrf surra, R Gc -M 7.IM to S'39 VywWL.v 2 � p►evaurtps 4r. Yxa1Yaxnbrr or 4atw4w6 e Ap A$ rk P W t:! r arT?,A_r."wAjdd7w 7.r tt:'hr •a� Transportotian Agency, Dgoobnent of Transpartatim' ow Cf OR 'v=FvA t A L- rnv*r w vauq�ty ad ?�r (,Vies ;e wt id lbw rK u ftg d+' : y !i' 6Yew Melt % AA"WL .o1r d'w NJ f vi~ OSMW20'( _ �4ww.rrr, itt AP `IC,iW" 01 Ats aY Dice Ar 4R tre7 A .lois Ail@ w �swu4 F.wa .,' �J Iii � � {1¢ _7QRhtT. Or as /LY'!'J4X -*y SO CmT ..TT17na4Y. c 4. Camels shoal/ contain no oddthes wd= prig• r�r gigiow .VtW nrWrae NOtip r: x �x stwevi Arlrbeg7 rop ilwlwosaw W F& enIawmv Jaw Do .rows de +Kr9 aha t vou'v el 761'x' A*W %Avware MM tv Vie Parti lQ1r rr +�► of 8urrsaFNdIA ,Sfxriivld .c � ar 0"id 6f ley rr�.,; a► _4We by ra 'W 1 i On.�9wh IAV 4X?w ami Aa roller ?.s' ,e #.,?' aw'Os. r LaXNW Aw a daft n} + gars uveae terns wm re fe wimwdnm god 3y LIv- ! r}n %W"4 ah9t be newt wlo! r. ,dtt1P . *re"filt'cerin? FvvArd oardAr4 W'. ante �em a=Aae me ` m1wri $wt75ll &1L I_-•• 12' (36m) Alin. 12' (36m) Yin. arm i_vR 4'UMML It U a L (al; & umbno lel•"`KL71 LH -YP'E V' A - m.r M CM 0r- VAKE:04EIL aT- c tw:xc14A rrruaTu-i- Fence cutoff at street comers shad conform to the relgui ©menus 60' (1.Bm) dein-ink fence with redwood stats of Sec 4.7. l 12' (3Bm) YAt � A i A rz� 12' Yin. 18' Yn. A6m) (54m) 7A< 12' (J. 6m) PLAN At RIV or 10' (30%) Ann. from gr©aied Nowfee (whadnerer is greater) ti o� Lowest inlet gutter deN7ti07 L'eT 10)D)=£teaB�- T Design Mater &dace ) &0" Wax ' y A&" (02m) _-in 2' NO TES: �- See standard L-14 10' (3.1m) W. or e - 6.e (a 15%) concrete dray to fence foe `= ST -4 canmardd .tiro wrood Construct 60' (1.&") high cU*-CoA• fence with redwood slats at Property ft wdess oMerwbe opprojed by the Cfiy &*W.• /- Cutter nowfne PQeldi RLO - RGf .\cC�See 0-10 SECTION A -A L AU wok shown shanty conform to the q*kadle sections of the anent spedf>Lntians entitled Stmdxd Speci%2otino4 State of Cuff naiq BFusi M and Trms- rtet e+altion. on. n Age- current K Department of Transportabon ; qOp vwd cu 2. Drainage bosh sfdd' be a mi*= of one b Ab* tot, frontng on a street, and hoeing o shape and location occe pia * to the City tiignneer. 3 Landscaped parked damage bos(hs shrdt not be gommed by this stordbrd 4. Any intemnediate bench, if appro►ed must be 1.0' (0-W minknum width. Side slopes shaft not exceed -I 5 C "aete &W cantmrn no add#W$ udess Prix written W)""ar is obtained Dean the City Engnca. 6 Canaete &W be Cured Iwtfl a white PFl ,ted anV cwnxwid canpt)rng to sect,;» 90-7018 of Use standard SpCCl6Llptf(nS 7 No Pice bels shill be placed n the struchre: = Loaatim and number of doe and wide gates n fence to be determned in the Geld by the city fnow.. & Chain-link fence and gates or vW shall ccnfam to the 4vdfixtkns shown standrd dawngs D-12 and D-13 9. AB new dlabage bosons within fence shad be stemired nth a pamaiant stenlmt such as Hyra A Or g prowd 09vd- 40cOliw rate is 25 Abs/oar m (2.Atg/ho). A f4 re"10fihr of the water deportment shnalt be an site at the time of stn avtkn 10 84&h cg wdty shad conform to Public Pak$ Ogvarfinent Desir Policy for &war 11. See standard D-11 for temporary damage dun. FILENAME: D-9REV STANDARD MIN 6/2/0 TXU DRAINAGE BASIN So" V. wC/1tE N.T.S am No. MYO/�F�BAK WELD D-9 ail' Era m PUBLIC WORKS _j N MS' ' A' "ff'- 4'1 -W "I sheat sere >r Pr.' 4 d3 elk F*M doe a &*A 7ar� ;010 tow a J.4'' 4 W axY1 lePltlla � .7 ;9';fnWwA1 "'W ax i 1m1 ar .'W4%. aw g'o"4.� :moi+? A- xrkr a' W f:1v act W4.9 efim w w tlWlRioid P; 'vQ0 c vv.. Are A"m7khx der & awl Dim &v" a .abx cr tang +rpoas Mo m v rV tlHS r:% of cite. cf aT. Ys.6dN' fw.%aita 7Au.Rir� 7inlrlf f:xMM alwetF''r r{+Ji+f�r A4�h .0 +Cal rennase t} arae+r arra' ?Rft " e v 5erzjs vva acpw YV�ia wln+u'ier tern am*, o' w 5c Jg.Si of Cora R o A -M VA +"A%F'C&C1 r+�'K1 . + ► {L*" alp .v d ft 1107. N 0 wr-r* o41ea icer fRAO am = u1*& otherwise 4 o6wed HEIGHT 1 1225' x 4.0'x 4.0' Angle c (5mm x to%= x 102") t. *eaflcotuan4 State of Carft"k, 8usiless and *1d hkge Transportotian Agency, Dgoobnent of Transpartatim' to mgte apprvved current edrfim. OUTLET STRUCTURE & Q2m S.71 N/ FT. (6.6 ka..) OSMW20'( _ W#h J x 5 - 9 gauge kbnc so cwstructed Mot the sots me MYOF BAKSWELD 3 AB e)posed metal n the outlet structure shout be hot c *W go(manized offer fabrication. c 4. Camels shoal/ contain no oddthes wd= prig• � 0.5' Dia (1&=) bars +6WOE 3 Can s.m) ax NAW. NIR EA 5 Canoete shad be ared with o white pAgmented 61RS3SlL � ND of 6 0' (0.15n) center t-3AV : 1/4• the standard speciftticns (3 ,:.635 -) gar bvffi = PPe O.D. t le (0.25n) acct Ra 7 See standard D-9 for arroinage bas&i standard am B" nawe CITY OF BAKED bete Posh - 2875' PLAN y It L �,', + e•'rcet yagatMh p+,+A'�r , r '' to+les are +r t5' �f &A--ri" WAY "Y 7AQ 'ter ±rrnwC u swoAre �►- Rice, Jiaerfw s 6ST.1* of boa $:I% .y V 11%l ti r w tlmmlt M -W -Y u J F B RAM-- D=TLa+tiS a►+►R ALIT EKER IL T,3 DDF ern 5T- r+D 275' x 8.0' Anchor (70mm x D.N) Bolts welded to angle 60' (0.15") from ends Aft) 6.0' (aim) (015n) 6.0' (0.150) (a1 m) SECTION ELEVA 77ON OUTLET STRUCTURE 0.375' x 20' (/am x 5Qmm) A2( bar �th = Poe 0.0. f. to -6.0' (015m) 0.5' (1570) bas at 6.0' (0.15%) o..G 2375' (10mm) capanized mchi a bolts iiia leod shieds Nand 0.5'(5=) bars to Bat ices at tap and bottom 4 NOTES• HEIGHT 1 1 A# work shown she co nfam to the apprvabk c swtians of the owrent spedFiaotAaos ent/Ued 'Standard t. *eaflcotuan4 State of Carft"k, 8usiless and 2'-6" .76 m Transportotian Agency, Dgoobnent of Transpartatim' axe r' sty"" apprvved current edrfim. OUTLET STRUCTURE SCAU N.LS S.71 N/ FT. (6.6 ka..) 2 Sole slopes .she+l not exceed 2:1. _ W#h J x 5 - 9 gauge kbnc so cwstructed Mot the sots me MYOF BAKSWELD 3 AB e)posed metal n the outlet structure shout be hot c *W go(manized offer fabrication. c 4. Camels shoal/ contain no oddthes wd= prig• � Wflien Wpvid Fs abtamed from the /Sty Engineer, +6WOE 3 Can s.m) ax NAW. NIR EA 5 Canoete shad be ared with o white pAgmented 61RS3SlL � ND ark9 amPamd cangal)ing to sectio 90-7018 of t-3AV : 1/4• the standard speciftticns (3 ,:.635 -) 6 No pjoe bels shad be placed in the shuctin acct Ra 7 See standard D-9 for arroinage bas&i standard am B" nawe y It L �,', + e•'rcet yagatMh p+,+A'�r , r '' to+les are +r t5' �f &A--ri" WAY "Y 7AQ 'ter ±rrnwC u swoAre �►- Rice, Jiaerfw s 6ST.1* of boa $:I% .y V 11%l ti r w tlmmlt M -W -Y u J F B RAM-- D=TLa+tiS a►+►R ALIT EKER IL T,3 DDF ern 5T- r+D 275' x 8.0' Anchor (70mm x D.N) Bolts welded to angle 60' (0.15") from ends Aft) 6.0' (aim) (015n) 6.0' (0.150) (a1 m) SECTION ELEVA 77ON OUTLET STRUCTURE 0.375' x 20' (/am x 5Qmm) A2( bar �th = Poe 0.0. f. to -6.0' (015m) 0.5' (1570) bas at 6.0' (0.15%) o..G 2375' (10mm) capanized mchi a bolts iiia leod shieds Nand 0.5'(5=) bars to Bat ices at tap and bottom .r-10' (30%) Ace$ B' P..0 concrete I 10' (25n) Min. •-. • .•. �..❖.❖.❖.❖.•.oro❖.•.! t.;: ��•i • •Jii•ii0•••iiiiO•N. Od.�.i ;' • • ��(�fQ�,�• .•i •iiii•••iiO•Oi•.O❖Di'.!: 41; o'RROXRX ���� ........... Pa. why wor or heodpat TYPICAL DECULVERT TAIL WALLS 45. r Ilm) to A SECnON FENCING TABLE FRENAME 0-10REV HEIGHT 1 STANDARD 6' i. m DC 3 -0 .9 m DL 2'-6" .76 m DRAINAGE BASIN axe r' sty"" 01t tem OUTLET STRUCTURE SCAU N.LS S.71 N/ FT. (6.6 ka..) 2018-18330 _ W#h J x 5 - 9 gauge kbnc so cwstructed Mot the sots me MYOF BAKSWELD IwIE POST Cella / A D-10 e PUSUC wows FENTE FAwNC .r-10' (30%) Ace$ B' P..0 concrete I 10' (25n) Min. •-. • .•. �..❖.❖.❖.❖.•.oro❖.•.! t.;: ��•i • •Jii•ii0•••iiiiO•N. Od.�.i ;' • • ��(�fQ�,�• .•i •iiii•••iiO•Oi•.O❖Di'.!: 41; o'RROXRX ���� ........... Pa. why wor or heodpat TYPICAL DECULVERT TAIL WALLS 45. r Ilm) to A SECnON FENCING TABLE HEIGHT 1 H 6' i. m DC 3 -0 .9 m DL 2'-6" .76 m maauL PONT a -7/e aro. CATV. WE 01t tem (M PONT S.71 N/ FT. (6.6 ka..) 2018-18330 c W#h J x 5 - 9 gauge kbnc so cwstructed Mot the sots me (&? ta7 IwIE POST Cella 2-3/4'. 0 Y. PIPE lacked iiia pod'im and cal arty be remo,r.O.iM rods 3M FENTE FAwNC +6WOE 3 Can s.m) ax NAW. NIR EA ' 61RS3SlL � ND REo1f000 1siA.1nS t-3AV : 1/4• (3 ,:.635 -) H 4 NO TES: 1. lnstadotAai of fendng and gates shag be in accordance with the re9ukeawts of Section 80-4 of the Sto!ndard 41edreotkn4 State of Cdikmro Department of Trmspwtattm' Maroied Current enation. 2 A 9.0' Oki x 12' wide (0.22m x 0.3m) concrete curb shad be omst-ted under aN fences, a 1.5' (40mm) dearence between the orb and Uric shad be used. 3. See standard D-13 for concrete notes. 4.. Comer Pasts shall be instdted at alt angles n Dance tine m excess of 10' 5 Er4 comer, and gate posts shat/ be braced to the dearest !n4' Post with galvanized dingo d or harizontal broces used os campressnxn members and galWized 0.375' (IGtnm) sled buss rods with tumbucktes or truss h0tener used as tension members 6. Fabric shag be fastened to gate post, temkd post or comer Post with 025' x 0.75' (5nm x 2QTm)J stretcher bor bands at &0' (0 In) an center. 7. Fabric shat' be fostebed to hoe post, last runner, and bottom tension wims 10 k&k bonds spored Wow 14' (Q3sm) oport & Fabric sa'ia+ conform to ASN A-392, pons i. 9. Srdlgrode A'1par0tion shalt be constructed true to grade and duos sech .with ca%pactfm of 90.T to a depth of 05' (0.15n). FILENAME: 0-12REV OATE STANDARD DRAW c2R axe® CHAIN-LINK FENCE M. SHA SCALE N-pAONd N.T.S. C" OF BAKED �T Ra CgLir-OMpA D-12 Ott eNOlml RAW WORKS DEPARTMENT NO TES: 'I (�'- )�"2(M-) 1. &'Q* r ria. shd be crosbucted bus to grade and o ass secbix7 I7M oprpactkv at = to a depth of 60' (a s* 2 Concrete ,Mel' be doss B' add shay be IWft 25' (65iaa) ro 5s' (a /4 n,! sksnp. Canaek shoe be bewdad SamooM and bnish fn's red 3 Co'"We 944' 000107 no o06ks Wd=Pricer written appm1d is athrtod Dian Me oty fn9iiecr, 0"Mk show be ewes' AM o ,Ante Ptgmasled acing cmpard 401*9 to statim 90-7.018 of Me standse speaxaa&,M 4. 64 CMO, and 9014' posts shoe be braced to Me naawl lice past wide 9-4y. alagmd or Mnicntd Lvams used as 7. awirAbk knee k i& she cmkrm to Uro spea&v&W of ASN dev0v6ac• A -X2 am /. Ll h04k1k7 of kncitg end gates shah be b acaado7ce wr'M the A90*00mis of section 807 4 of At Standard gwandkfts, SW& of AW -K Apmbnent of 7rar*mt0hW , 44ov wd aermt edtw 9. a&WV as *,eci ted by * aty of MeaAoid stwo d downing D-12 Ade be cnntiimed and,- gates FwENAME: D-17tEi "T""' .]embers and gary 0375' (1tl* slaw Inas Fadrk - 9 ga, 20' (5hwn) MeA 9* DATE: OffNeu cental m & baftem drwpod brace RRG vert bass rads Betels Mhk Gots S Mhan reaintatssrbreban saes) is rcpaie4 it shagbe amd no - 40' (Lin) AS SHOWN ----- H*1 - se (1.5n) 2018-18330 Frons - 1.875' (50mm W#h J x 5 - 9 gauge kbnc so cwstructed Mot the sots me krah 10 Foot lacked iiia pod'im and cal arty be remo,r.O.iM rods 1• TI ' _5' APPRaEa (4dnm) (am" 9m acct Ra 30' (d9m am B" nawe CITY OF BAKED bete Posh - 2875' T {�� J (3Q�m')T'I.1�0��.. (am) dA )-5796/h �j Far*- 9 A20' A (5a►) meA gate. PEDES7RIAN GA TE oRa- wwooft kwdkd top d bottom NO TES: 'I (�'- )�"2(M-) 1. &'Q* r ria. shd be crosbucted bus to grade and o ass secbix7 I7M oprpactkv at = to a depth of 60' (a s* 2 Concrete ,Mel' be doss B' add shay be IWft 25' (65iaa) ro 5s' (a /4 n,! sksnp. Canaek shoe be bewdad SamooM and bnish fn's red 3 Co'"We 944' 000107 no o06ks Wd=Pricer written appm1d is athrtod Dian Me oty fn9iiecr, 0"Mk show be ewes' AM o ,Ante Ptgmasled acing cmpard 401*9 to statim 90-7.018 of Me standse speaxaa&,M 4. 64 CMO, and 9014' posts shoe be braced to Me naawl lice past wide 9-4y. alagmd or Mnicntd Lvams used as 7. awirAbk knee k i& she cmkrm to Uro spea&v&W of ASN dev0v6ac• A -X2 am /. Ll h04k1k7 of kncitg end gates shah be b acaado7ce wr'M the A90*00mis of section 807 4 of At Standard gwandkfts, SW& of AW -K Apmbnent of 7rar*mt0hW , 44ov wd aermt edtw 9. a&WV as *,eci ted by * aty of MeaAoid stwo d downing D-12 Ade be cnntiimed and,- gates FwENAME: D-17tEi "T""' .]embers and gary 0375' (1tl* slaw Inas ---- STANDARD672/1 DATE: - --- ds wrtb rods tum!4dda Of trios ffOIsm wed as tensam members 8/16/18 DRA BY:- RRG S E - S Mhan reaintatssrbreban saes) is rcpaie4 it shagbe amd - AS SHOWN ----- CHAIN-LINK GATES 2018-18330 a •sty W#h J x 5 - 9 gauge kbnc so cwstructed Mot the sots me se" lacked iiia pod'im and cal arty be remo,r.O.iM rods N.T.S. APPRaEa acct Ra 6 Few m shot be mode cif fittings or water( with wags CITY OF BAKED D-13 ground smooll , and regdKnaed ase 271dw+a CAL.FORIA Pueue woRKs DEPARTMptr 1 ..I d C� LI_ Ci Lu() CJ =: I 0.10 Li mac, 0 CL � LLI 0 CV 000 T4�- LLI I- J .0 L vJ W Q LIJ Q zI LIJ LL O C? C14 N ch L� W ca W I.:.. t� M i �� C co co SC � 01 C pO .0 orad 00 UBm TT m BY: --- �� QROFESS/p„�� EXP. 9-30-19v' rr• * C 21871 7 "9th, I V i v Oir ,CAI n CLIENT ---- SINGH DATE: - --- 8/16/18 DRA BY:- RRG S E - ------ - AS SHOWN ----- JOB NO. 2018-18330 PERMIT DRAWING SHEET 4%,' `) P - 6 i OF SHEETS City Records No.I DRAWING FItE: GRADING PERMIT # 18-40000057 402 PACHECO ROAD VICINITY MAP NO SCALE SHEET No. INDEX 1O COVER SHEET & SWPP PLAN O2 NOTES & DETAILS SITE STATISTICS: 1. ADDRESS: 402 E. PACHECO ROAD, BAKERSFIELD, CA 93307 2. APN: 172-070-40 3. PARCEL SIZE: 17.4 ACRES 4. DISTURBED AREA: 8.8 ACRES 5. FLOOD ZONE: "X" (FEMA MAP NO. 06029C2325E, DATED 9/26/08) 6. LEGAL DESCRIPTION: LOT 2 OF PARCEL MAP 11473, IN THE COUNTY OF KERN, STATE OF CALIFORNIA. BENCHMARK USED: TOP OF CURB AT SOUTHWEST CORNER OF LOT 8. ELEVATION = 100.00' LEGEND - STORM WATER/EROSION CONTROL PLAN SF - PROPOSED SILT FENCE PLACEMENT CDC:= PROPOSED SAND/GRAVEL BAG PLACEMENT DIRECTION OF FLOW O CONSTRUCTION NOTES - EROSION CONTROL ANTI -TRACK OUT DEVICE PROPOSED ASPHALT CONCRETE PROPOSED LANDSCAPE AREA ROCK RIP RAP, D50 AS NOTED 0 EROSION CONTROL NOTES 1C FURNISH AND INSTALL SILT FENCE PER DETAIL HEREIN. SILT FENCE MAY BE SUBSTITUTED WITH FIBER ROLLS. O2 CONTRACTOR SHALL SPECIFY LOCATION OF EQUIPMENT MAINTENANCE AREA, STAGING AREA AND CONCRETE WASHOUT PER DETAILS HEREIN. O FURNISH AND INSTALL ANTI-TRACKOUT DEVICE IN ACCORDANCE WITH DETAILW rC-'N HEREIN. O FURNISH AND INSTALL ROCK RIP RAP SPLASH PAD PER PLAN, PER DETAIL /n HEREIN. STORM WATER POLLUTION PREVENTION'PLAN TRUCK. SERVICE FACILITY 402 E. PA,.CHECO ROAD BAK:ERSFIELD, C..-�ALIFORNIA `-CL PACHOCO ROAD 'I I City Records No. , GRADING PERMIT # 18-40000057 _ I 19-8/74 WILSON ROAD SWPp:P DATE: � • PM0 j .5.1 r w M11117 �~ rr1 v. ;T.4 Q 1 N N • PW4 U z ~ N N �> z t� w � w V Z y �N cz �w > It � w I— • ,..g a PLANZ ROAD Q w z - Z! O W c z - It a C7 �-- 0 z w Q M E. WHITE LANE w PROJECT SITE w Q PACHECO ROAD z 4 0 Lu o o U 0 -N- 0 Q O a E. FAIRVIEW co ROAD z 0 v � 0 U a VICINITY MAP NO SCALE SHEET No. INDEX 1O COVER SHEET & SWPP PLAN O2 NOTES & DETAILS SITE STATISTICS: 1. ADDRESS: 402 E. PACHECO ROAD, BAKERSFIELD, CA 93307 2. APN: 172-070-40 3. PARCEL SIZE: 17.4 ACRES 4. DISTURBED AREA: 8.8 ACRES 5. FLOOD ZONE: "X" (FEMA MAP NO. 06029C2325E, DATED 9/26/08) 6. LEGAL DESCRIPTION: LOT 2 OF PARCEL MAP 11473, IN THE COUNTY OF KERN, STATE OF CALIFORNIA. BENCHMARK USED: TOP OF CURB AT SOUTHWEST CORNER OF LOT 8. ELEVATION = 100.00' LEGEND - STORM WATER/EROSION CONTROL PLAN SF - PROPOSED SILT FENCE PLACEMENT CDC:= PROPOSED SAND/GRAVEL BAG PLACEMENT DIRECTION OF FLOW O CONSTRUCTION NOTES - EROSION CONTROL ANTI -TRACK OUT DEVICE PROPOSED ASPHALT CONCRETE PROPOSED LANDSCAPE AREA ROCK RIP RAP, D50 AS NOTED 0 EROSION CONTROL NOTES 1C FURNISH AND INSTALL SILT FENCE PER DETAIL HEREIN. SILT FENCE MAY BE SUBSTITUTED WITH FIBER ROLLS. O2 CONTRACTOR SHALL SPECIFY LOCATION OF EQUIPMENT MAINTENANCE AREA, STAGING AREA AND CONCRETE WASHOUT PER DETAILS HEREIN. O FURNISH AND INSTALL ANTI-TRACKOUT DEVICE IN ACCORDANCE WITH DETAILW rC-'N HEREIN. O FURNISH AND INSTALL ROCK RIP RAP SPLASH PAD PER PLAN, PER DETAIL /n HEREIN. STORM WATER POLLUTION PREVENTION'PLAN TRUCK. SERVICE FACILITY 402 E. PA,.CHECO ROAD BAK:ERSFIELD, C..-�ALIFORNIA `-CL PACHOCO ROAD 'I I City Records No. , GRADING PERMIT # 18-40000057 _ I 0) f : _ R 19-8/74 _a SWPp:P DATE: � • PM0 j .5.1 r • -- M11117 �~ rr1 v. ;T.4 Q 1 N N • PW4 U a ~ N �> =a t� w � tS yv V Z , cz �w It a: 6) �- • ,..g a w z - Z! W c z - It a C7 �-- z w Q 0) f : _ R 19-8/74 _a SWPp:P DATE: � Q K1VIN CHECKED 1,Y': M11117 �~ H ;T.4 Q 1 N N �C U a ~ N �> =a t� w � �w It a: O 1� w 0 M M w 4 o 0 v � a a x x �- JOB No.: 19-8/74 _ DWG NO.: SWPp:P DATE: � Q K1VIN CHECKED 1,Y': M11117 SHEET 1 1 OF 2 H ;T.4 Q W W U a ~ �> t� w � �w O 1� JOB No.: 19-8/74 _ DWG NO.: SWPp:P DATE: 4'22/]1.9 DRAWN BY K1VIN CHECKED 1,Y': M11117 SHEET 1 1 OF 2 SHEETS EROSION CONTROL NOTES (BEST MANAGEMENT PRACTICES): 1. SOIL STABILIZATION: (A) TEMPORARY SEEDING - WITHIN 7 DAYS AFTER CONSTRUCTION ACTIVITY CEASES ON ANY PARTICULAR AREA, ALL DISTURBED GROUND WHERE THERE WILL NOT BE CONSTRUCTION FOR LONGER THAN 21 DAYS MUST BE SEEDED WITH FAST -GERMINATING TEMPORARY SEED AND PROTECTED WITH MULCH. (B) PERMANENT SEEDING - ALL AREAS AT FINAL GRADE MUST BE SEEDED WITHIN 14 DAYS AFTER COMPLETION OF THE MAJOR CONSTRUCTION ACTIVITY. SEEDED AREAS SHOULD BE PROTECTED WITH MULCH. (C) STRUCTURAL CONTROLS - GENERAL: 1. MINIMIZE THE LIMITS OF DISTURBED SOIL. LIMIT CONSTRUCTION EQUIPMENT TO THE PRECISE WORK AREA. 2. INSTALL SILT FENCES AND/OR FIBER ROLLS AT THE BOTTOM OF SLOPES IN ACCORDANCE WITH PLAN DETAILS. 3. STAKE FIBER ROLLS ONTO SLOPES PERPENDICULAR TO FLOW AT INTERMITTENT INTERVALS. 4. VEHICLE FUELING AREAS, EQUIPMENT MAINTENANCE AREAS, MATERIAL STOCKPILE AREAS, AND CONCRETE WASH OUT AREAS SHALL BE CONTAINED VIA GERMING, IN ACCORDANCE WITH THE DETAILS SHOWN ON THE PLANS. (D) FINAL SITE STABILIZATION IS ACHIEVED WHEN TURF GRASS COVER PROVIDES PERMANENT STABILIZATION FOR AT LEAST 70 PERCENT OF THE DISTURBED SOIL SURFACE, EXCLUSIVE OF AREAS THAT HAVE BEEN PAVED. 2. OTHER POLLUTANT CONTROLS: (A) DUST CONTROL - CONSTRUCTION TRAFFIC MUST ENTER AND EXIT THE SITE AT THE STABILIZED CONSTRUCTION ENTRANCE. THE PURPOSE IS TO TRAP DUST AND MUD THAT WOULD OTHERWISE BE CARRIED OFF-SITE BY CONSTRUCTION TRAFFIC. WATER TRUCKS WILL BE USED AS NEEDED DURING CONSTRUCTION TO REDUCE DUST GENERATED ON THE SITE. DUST CONTROL MUST BE PROVIDED BY THE GENERAL CONTRACTOR TO A DEGREE THAT IS ACCEPTABLE TO THE PG&E CONSTRUCTION MANAGER, AND IN COMPLIANCE WITH APPLICABLE LOCAL AND STATE DUST CONTROL REGULATIONS. AFTER CONSTRUCTION, THE SITE WILL BE STABILIZED (AS DESCRIBED ELSEWHERE), WHICH WILL REDUCE THE POTENTIAL FOR DUST GENERATION. (B) SOLID WASTE DISPOSAL - NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, SHALL BE DISCHARGED FROM THE SITE WITH STORM WATER. ALL SOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE MAJOR CONSTRUCTION ACTIVITIES, MUST BE COLLECTED AND PLACED IN CONTAINERS. THE CONTAINERS WILL BE EMPTIED PERIODICALLY BY A CONTRACT TRASH DISPOSAL SERVICE AND HAULED AWAY FROM THE SITE. SUBSTANCES THAT HAVE THE POTENTIAL FOR POLLUTING SURFACE AND/OR GROUNDWATER MUST BE CONTROLLED BY WHATEVER MEANS NECESSARY IN ORDER TO ENSURE THAT THEY DO NOT DISCHARGE FROM THE SITE. AS AN EXAMPLE, SPECIAL CARE MUST BE EXERCISED DURING EQUIPMENT FUELING AND SERVICING OPERATIONS. IF A SPILL OCCURS, IT MUST BE CONTAINED AND DISPOSED SO THAT IT WILL NOT FLOW FROM THE SITE OR ENTER GROUNDWATER, EVEN IF THIS REQUIRES REMOVAL, TREATMENT, AND DISPOSAL OF SOIL. IN THIS REGARD, POTENTIALLY POLLUTING SUBSTANCES SHOULD BE HANDLED IN A MANNER CONSISTENT WITH THE IMPACT THEY REPRESENT. (C) SANITARY FACILITIES - ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEM REGULATIONS. TEMPORARY SANITARY FACILITIES WILL BE PROVIDED AT THE SITE THROUGHOUT THE CONSTRUCTION PHASE. THEY MUST BE UTILIZED BY ALL CONSTRUCTION PERSONNEL AND WILL BE SERVICED BY A COMMERCIAL OPERATOR. (D) WATER SOURCE - NON -STORM WATER COMPONENTS OF SITE DISCHARGE MUST BE CLEAN WATER. WATER USED FOR CONSTRUCTION, WHICH DISCHARGES FROM THE SITE, MUST ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE STATE HEALTH DEPARTMENT. WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROM THE SITE. IT CAN BE RETAINED IN THE PONDS UNTIL IT INFILTRATES AND EVAPORATES. (E) LONG-TERM POLLUTANT CONTROLS - STORM WATER POLLUTANT CONTROL MEASURES INSTALLED DURING CONSTRUCTION, WHICH WILL ALSO PROVIDE BENEFITS AFTER CONSTRUCTION, INCLUDE DETENTION BASINS THAT WILL SERVE AS SEDIMENTATION BASINS. THOSE SEDIMENT BARRIERS THAT DO NOT INTERFERE WITH NORMAL OPERATIONS AND APPEAR TO PROVIDE LONG-TERM BENEFITS CAN BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETED. 3. CONSTRUCTION PHASE "BEST MANAGEMENT PRACTICES" - DURING THE CONSTRUCTION PHASE, THE GENERAL CONTRACTOR WILL IMPLEMENT THE FOLLOWING MEASURES: (A) MATERIAL RESULTING FROM THE CLEARING AND GRUBBING OPERATION WILL BE STOCKPILED UP SLOPE FROM ADEQUATE SEDIMENTATION CONTROLS. (B) THE GENERAL CONTRACTOR WILL DESIGNATE AREAS FOR EQUIPMENT CLEANING, MAINTENANCE, AND REPAIR. THE GENERAL CONTRACTOR AND SUBCONTRACTORS WILL UTILIZE THOSE AREAS. THE AREAS WILL BE PROTECTED BY A TEMPORARY PERIMETER BERM. (C) USE OF DETERGENTS FOR LARGE-SCALE WASHING IS PROHIBITED (I.E., VEHICLES, BUILDINGS, PAVEMENT SURFACES, ETC.). (D) CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS, AND OTHER TOXIC MATERIAL MUST BE STORED IN WATERPROOF CONTAINERS. EXCEPT DURING APPLICATION, THE CONTENTS MUST BE KEPT IN TRUCKS OR WITHIN STORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIAL MUST BE COLLECTED, REMOVED FROM THE SITE, TREATED, AND DISPOSED AT AN APPROVED SOLID WASTE OR CHEMICAL DISPOSAL FACILITY. FIBER ROLLS SPACED ALONG SLOPE AS STAKED BY SURVEY FIBER ROLLS SPACED ALONG SLOPE AS STAKED BY SURVEY � .___STA-QGER /JOINTS 12" FIBER ROLL 0 SLOPE GRADING CONFORM OR TOE OF SLOPE DETAIL NOTES: 1. FIBER ROLL SPACING TO BE STAKED BY SURVEYOR 2. EXCEPT AS OTHERWISE SHOWN ON THE PLAN, FIBER ROLLS SHALL BE INSTALLED AT ELEVATION DIFFERENTIAL OF 6 -FEET OR LESS. FIBER ROLL INSTALLATION ON SLOPE NOT TO SCALE STAKE SECTION FIBER ROLL (TYPE 1) LOCATE SILT FENCE ALONG A LEVEL CONTOUR. PR I uM � RE MAXIMUM --__ MPx\M .25 F FENG� // FILTER FABRIC -POST RECOMMENDED ' ; , 10 O.C. SLOPE LENGTH. FLOW (MAX) - az - COMPACTED �- ��� BACKFILL LEVEL CONTOUR_. N4 :i. FILTER FABRIC- 6" '-MAXIMUM MINI ` RECOMMENDI=D SECTION WIDTH=500 TURN LAST 6' OF FENCE UP-SLOPE �` SILT FENCE DETAIL NOTES: 1. CONSTRUCT THE SILT FENCE ALONG A LEVEL CONTOUR. 2. SILT FENCES SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREA IS PERMANENTLY STABILIZED. 3. PROVIDE SUFFICIENT ROOM FOR RUNOFF TO POND BEHIND THE FENCE AND ALLOW SEDIMENT REMOVAL EQUIPMENT TO PASS BETWEEI\ THE SILT FENCE AND TOE OF SLOPE OR OTHER OBSTRUCTIONS. ABOUT 1200 SQ. FT. 0= PONDING AREA SHALL BE PROVIDED FOR EVER ACRE DRAINING TO THE FENCE. 4. TURN THE ENDS OF THE FILTER FENCE UPHILL TO PREVENT STORM WATER FROM FLOWING. 5. LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDIATELY DOWN SLOPE FROM THE FENCE. 6. DO NOT PLACE IN LIVE STREAM OR INTERMITTENTLY FLOWING CHANNELS. 7. WHEN STANDARD FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UP SLOPE SIDE OF `iHE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1" LONG, TIE WIRES OR HOG FINGS. SILT FENCE NOT TO SCALE / PGS C3 O T- F'REVF AS. NEEOED 'ING A SERIES OF STEEL PLATES (30R MORE) W/ -�_ RUMBLE STRIPS OR MIN 4" COARSE AGGREGATE:. DETAIL NOTES: 1. SEDIMENTS AND OTHER MATERIALS SHALL NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS SHALL BE STABILIZED SO AS TO PREVENT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC ROADS. DEPOSITIONS MUST BE SWEPT IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS INTO THE STORM DRAIN SYSTEM. 2. STABILIZED CONSTRUCTION ENTRANCE SHALL BE: A. LOCATED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC RIGHT OF WAY, STREET, ALLEY AND SIDEWALK CR PARKING AREA. B. A SERIES OF STEEL PLATES WITH "RUMBLE STRIP'S." AND/OR MIN 4" COARSE AGGREGATE WITH LENGTH, WIDTH & THICKNESS AS NEEDED TO ADEQJATELY PREVENT .ANY TRACKING ONTO PAVED SURFACES. 3. ADDING A WASH RACK WITH A SEDIMENT TRAP LARGE ENOUGH TO COLLECT ALL WASH WATER CAN GREATLY IMPROVE EFFICIENCY. 4. ALL VEHICLES ACCESSING THE CONSTRUCTION SITE SHALL UTILIZE THE STABILIZED CONSTRUCTION ENTRANCES SITES. A. REMOVE ALL SEDIMENT DEPOSITED ON PAVED RC ADWAYS IMMEDIATELY. B. SWEEP PAVED AREAS THAT RECEIVE CONSTRUCT ON TRAFFIC WHENEVER SEDIMENT BECOMES VISIBLE. C. PAVEMENT WASHING WITH WATER IS PROHIBITED IF IT RESULTS IN A DISCHARGE TO THE STORM DRAIN SYSTEM. STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE STOCKPILED MATERIAL - A e ♦ " de d d °. a dd e d a ♦ d. d .♦ - a d e° .I. .lr , ' . .d. :V e d, `d ♦. e ,,/ \/ \4/ J/ 14/ J/ \4/ ,SANDBAGS/GRAVEL_ BAGS PLACED TIGHTLY TOGETHER ALL AROUND MATERIAL (SEE NOTE 3) \4/ \1/ 14, NOTES: 1. DIRT AND OTHER CONSTRUCTION RELATED MATERIALS PLACED IN THE STREET OR ON OTHER IMPERVIOUS SURFACES MUST BE CONTAINED WITH SANDBAGS OR OTHER MEASURES TO PREVENT TRANSPORT TO THE STORM DRAIN SYSTEM. 2. ANY CONSTRUCTION MATERIAL STORED OR STOCKPILED ON-SITE SHALL BE PROTECTED FROM BEING TRANSPORTED BY THE FORCE OF WIND OR WATER 3. FIBER ROLLS MAY BE SUBSTITUTED FOR SAND BAGS. 5--N MATERIAL STORAGE NOT TO SCALE CONCRETE WASHOUT AREA BERMED CONTAINMENT AREA 0 0 W/ IMPERVIOUS LINER d " d a . d' I s ° ♦e DETAIL NOTES: 1. EXCESS AND WASTE CONCRETE S. -TALL NOT BE WASHED INTO THE STREET OR INTO A DRAINAGE SYSTEM. 2. FOR WASHOUT OF CONCRETE ANC MORTAR PRODUCTS, A DESIGNATED CONTAINMENT FACILITY OF SUFFICIENT CAPACITY TO RETi\IN LIQUID AND SOLID WASTE SHALL BE PROVIDED ON SITE. 3. SLURRY FROM CONCRETE AND ASPHALT SAW CUTTING SHALL BE VACUUMED OR CONTAINED, DRIED, PICKED UP AND DISPOSED OF PROPERLY. r-,\ CONCRETE WASTE MANAGEMENT NOT TO SCALE ABSORBENT CLEANUP MATERIAL - "a F. EL ............... ;---BERMED CONTAINMENT AREA ....................... .. IMPERVIOUS SURFAVCE/LINING DETAIL NOTES: 1. FUELING SHALL BE PERFORMED IN A DESIGNATED AREA AWAY FROM DRAINAGE COURSES. 2. ABSORBENT CLEANUP MATERIAL SHALL BE ON SITE AND USED IMMEDIATELY IN THE EVENT OF A SPILL. /'rpw'\ VEHICLE/EQUIPMENT FUELING J NOT TO SCALE G OUTLET AT SUMP _ NOT TO SCALE P RAP PAD: 6'x8xl', INCHES City Records No. GRADING PERMIT # 18-40000057 rem W,� L <i DATE: Z _ DRAWN 3Y:;MIN CHECKS 13 BY: e E~ SHE ' G C1 C • ,M14 .) 'r L) N i • `N r- w A ,A wa CIS z �� a `: n�, K� C� w -m 0 cA Z 00 �I cV CN LW 0 W U tl U O� cv W <i DATE: 4/2:2/1(; _ DRAWN 3Y:;MIN CHECKS 13 BY: e E~ SHE ' G C1 C L) N i w ,A wa w 0 w 4 O c Q d C 0 z w C x 1 ri; CN LW 0 W U tl U O� JOB No.: DWG NCS.: <i DATE: 4/2:2/1(; _ DRAWN 3Y:;MIN CHECKS 13 BY: )4I0T Cy SHE ' G C1 C L) i w ,A wa JOB No.: DWG NCS.: SVTpF DATE: 4/2:2/1(; _ DRAWN 3Y:;MIN CHECKS 13 BY: )4I0T SHEET OF 2 SHE ETA;