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HomeMy WebLinkAbout6.9-308LEGEND: 0 M UNDERGROUND UTILITIES: AB AGREGATE BASE UTILITY LOCATIONS ARE APPROXIMATE AC ASPHALT CONCRETE E - ELECTRICAL CONDUIT BCR BEGIN CURVE RETURN F --- FENCE LINE BM BENCH MARK --- G GAS LINE CL CENTER LINE S SANATARY SEWER (E) EXISTING --- T--- TELEPHONE EG EXISTING GRADE _W__ WATER LINE EP EDGE OF PAVEMENT AND UNDERGROUND FACILITIES MAY NOT APPEAR IN THE RECORDS. EX EXISITNG DIRECTION OF DRAINAGE FC FINISH CONCRETE GRADEGRADE FACILITIES AND ALL UTILITY COMPANIES REQUESTING TO LOCATE AND FF FINISH FLOOR TREE LOCATION FG FINISH GRADE BRINGING ANY CREWS OR EQUIPMENT ON THE JOB SITE, THE CONTRACTOR SUBDIVIDER / CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE SCHEDULING CONSTRUCTION ACTIVITY -_ EXISTING IMPROVEMENTS FL FLOWLINE GROUND UTILITIES AND REPORT TO THE DESIGNER SAID LOCATIONS FP FINISH PAD AND ANY CONFLICTS WITH THE WORK BEING PERFORMED. THE I:ESIGNER SHALL THEN DETERMINE IF ANY REVISIONS TO THE DESIGN ARE REQUIRED GV GATE VALVE 300.00 EXISTING GRADE HP HIGH POINT CONTRACTOR ANY WORK ON OR AROUND THE AFFECTED LINE OR LINES INV INVERT �C� EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%.NO PERIMETER NT CONTROL (PERIMETER SILT FENCE, FIBER FOILS) pp INT INTERSECTION po" PROPOSED GRADE METHOD TO PREVENT EROSION ONTO THE SIDEWALK. STABILIZE CON:TRUCTION EXITS SHEET INDEX: MH MAN HOLE MON STREET MONUMENT f DIRECTION OF DRAINAGE PL PROPERTY LINE SHEET GP -2 GRADING PLAN RW RIGHT OF WAY DRAINAGE NOTES- 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 TW TOP OF WALL SHEET 2 OF 2 SWPPP PLAN ECR END CURVE RETURN PRC POINT OF REVERSE CURVE POC POINT ON A CURVE 104 WHITE LADE TRUCK YARD E)(,','PANSION (3RADING NATES BAKERSFIELD., CA 93307 CUP # 15-0275 GRADING PERMIT # 18-4(1000066 THE BEARING OF SOUTH 89 008'15" EAST FOR THE NORTH LINE OF SECTION 28, AS SHOWN ON RECORD OF SURVEY RECORDED IN BOOK 11 OF RECORD OF SURVEYS, PAGE 4, IN THE KERN COUNTY RECORDER'S OFFICE. BENCHMARK Z 1207 RESET 1998 BRASS CAP IN KERN FRIANT CANAL BRIDGE WALKWAY ON THE NORTH SIDE OF STATE HIGHWAY ROUTE 58. ELEVATION 394.80 NAVD 88 J a I i (E) FENCE-�e II (E)N.G.- ii,' MN --- G1 �G?; -5' WIDE LANDSCAPE STRIP P I I 1 I (E) FENCE I I 2:1 SLOPE - 1' 55.52' 2.99' PRIVATE SUMP �--- LU J Y U LU LU LUm W 0 U Q z O U J MN. (LP_ 1 SECTION "A11 ELEV.= 96.52 2:1 SLOPE SECTION 11011 SCALE V=30' J a I n (E) FENCE��� 2:1 SLOPE 2" A.C. OVER 3" A.B. OVER 12" NG COMP. TO 90% �-2 `\ 5' WIDE LANDSCAPE STRIP P- J CL I (E) FENCE II SCALE V=10' 14 4t > (d J Q U ' LU w 0 z w n Y W � LL 0 LL J 2% ----------------- (E) ACCESSIBLE PATH OF TRAVEL -- L (N) COMMERCIAL DRIVE APPROACH - -----(E) CURB SECTION 11811 SCALE V=30' UNDER SEPARATE ENCROACHMENT PERMIT FROM PUPLIC WORKS DEPARTMENT 32' -- PRIVATE SUMP ELEV.= 96.52 SECTION 11Cff SCALE V=30' J CL I PLANTING AREA I WHERE OCCURS - (E) FENCE 6 1 % 10 244 RE -BAR CONTINUOUS i - i I 5' -� 1O CONCRETE CURB DETAIL 1" = 1'-0" -- 29 5.00' I I+- (E) FENCE II -2:1 SLOPE 48" 1/2" RAD. -,11, /-1 /2" RAD. CN -, f�r - 95% RELATIVE COMPACTION NOTE'S: 1. PROVIDE EXPANSION JOINTS @ 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 -EASE 4. TOOL FINISH ALL EXPOSED CON(. SURFACE. CONCRETE SWALE 1" = 1'-0" APN: 172-180-09-00-4 PN: 172-180-09-3 ZONE: M-1 BUILDING USE: TRUCK SERVICE SITE AREA: 5.07 ARCES LEGAL DESCRIPTION: PORTION OF THE NORTH HALF OF THE NORTHWEST QUARTER CF SECTION 28, T.29 S., R.27 E, MDM IN THE COUNTY OF KERN, STATE OF CALIFORNIA SITE ADDRESS: 104 WHITE LANE, BAKERSFIELD, CA ENGINEER: WILLIAM D. BATES 1800 OAK STREET, SUITE D BAKERSFIELD, CA 93313 (661) 324-5739 OWNER: SEWA SINGH 104 WHITE LANE BAKERSFIELD, CA EARTHWORK QUANTITIES: THE FOLLOWING QUANTITIES ARE APPROXIMATE AND ARE FURNISHED SOLELY FOR PERMIT PURPOSES. GRADED AREA: 4.7 ACRES TOTAL EXCAVATION: 782 C.Y. ± COMPACTED FILL: 237 C.Y. ± - PAD OVER "X" IMPORT: NONE EXPORT: NONE NOTE: NO SURPLUS MATERIAL TO BE STOCKPILED ON SITE BENCH MARK USED: TOP OF SLAB @ SW CORNER OF BUILDING ELEVATION = 455.00" DRAINAGE CALCULATIONS: PER C.O.B. SUBDIVISION STANDARC> 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 208,929.85 S.F./AC) V = 0.68 ac.ft. REQUIRED V = 0.80 ac.ft. PROVIDED SUMP VOLUMN CALCULATION 17,445 S.F. x 2'-0" DEPTH = 34,890 34,890 S.F. / 43,560 =.80 ACRE FEET PROJECT SITE GENERAL NOTES: 1. ALL GRADING SHALL CONFORM WITH APP J - CALIFORNIA BUILDING CODE AND STANDARDS PRETAINING THEREOF AND GEOTECHNICAL- ENGINEERING INVESTIGATION REPORT BY THE KRAZAN & ASSOCIATES,_ JOE; NO. 022-10078, NOVEMBER 23, 2010. ---- - - _-- 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE C 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 OFFICIAL WILL BE NOTIFIED FORTY DEIGHT HOURS TO PLACING OF ANY FILL MATERIAL. 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 TE=STS AND REPORT FROM SOILS ENGINEER. 7. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDIN;3 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 .8LL FILL SLOPES, 12. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIIV!LIM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF C UT AND FILL SLOPES WHEN EXISITNG TERRAIN SLOPES TOWARD TOP OF CUT. 13. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHA -L BE KEYED AND BENCHED TO SUPPORT FILL. 14. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY 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 TWO (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 /kN 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. , Th GRADING PLAN as shown on this drav fng b hereby q*mved, sub; cttoanyindicatedcorrectionsoraddrions.ApprovalM/tlrePublic Won(s Department and Building DepartmenlIkIappltnralonfyas to design criteria used and conformance to CkyShvKWde, Crxfes end Orainanres. Engineer for the subdivider or developer s1*1betespon- sibl, foraccuracyofcaicula;ionsforftplan and sWsubrittacerMled "as-I,racled" plan after completion of the gradrtg. At -'-'ROVED 3Y: P 1 DO/1 �vr.ent =" Date V0r VICINITY MAP 0 M 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE - REQUIREMENTS NOTE ENGINEER'S NOTE: IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHRAGE RESIDENTIAL AND NO -RESIDENTIAL DEVELOPMENT THE DESIGNER HAS MADE A DILIGENT SEARCH OF RECORDS, CONTACTED ELIMINATIION SYSTEM (NPDES), A "NOTICE OF INTENT' (NOI) TO COMPLY WITH THE TERMS OF STORMWATER MANAGEMENT (SITE DEVELOPMENT) REQUIREMENTS UTILITY COMPANIES AND OTHERWISE ATTEMPTED TO INDICATE ON THE THE GENERAL PERMIT TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION BMP STATEMEN f DRAWINGS ALL UTILITIES WHICH EXIST WITHIN THE LIMITS OF WORK OF ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND "AS CONTRACTC R OF RECORD, I HAVE SELECTED THE APPROPRIATE BMPS PER 2016 THIS PROJECT. HOWEVER THE DESIGNERER MAKES NO GUARAN TEE THAT ORDER 2012-006-DWQ) MUST BE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD CALIFORNIA GREEN BUILDING STANDARDS CODE TO E'=FECTIVELY MINIMIZE THE ALL FACILITIES HAVE BEEN SHOWN ON PLANS, SINCE THE LOCA71 DNS AND IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH NEGATIVE IMPACTS OF THIS PROJECT'S CONSTRUCTION ACTIVITIES ON STORM WATER DESCRIPTIONS WHERE NOT OBTAINED FROM AN ACTUAL FIELD :SURVEY THE GENERAL PERMIT REQUIRES THAT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) QUALITY. THE PROJECT OWNER AND CONTRACTOR ARE AWARE THAT THE SELECTED AND UNDERGROUND FACILITIES MAY NOT APPEAR IN THE RECORDS. BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILIBLE FOR PUBLIC INSPECTION BMPS MUST BE INSTALLED, MONITORED AND MAINTAINED TO ENSURE THEIR N THE CONTRACTOR SHALL NOTIFY THE OWNERS OF THE UNDERGROUND DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER EFFECTIVENESS:. THE BMPS NOT SELECTED FOR IMPLEMENTATION ARE REDUNDANT FACILITIES AND ALL UTILITY COMPANIES REQUESTING TO LOCATE AND 5F1 5C386957 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. OR DEEMED N07 APPLICABLE TO THE PROPOSED CONSTRUCTION ACTIVII IES." MARK THEIR FACILITIES PRIOR TO BEGINNING WORK. PRIOR TO DELIVERY OF ANY MATERIALS OR BEGINNING OF ANY EXCAVATION AND PRIOR TO COMPACTION TEST NOTE -COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER / EROSION AND SEDIMENT CONTROL E3MPS BRINGING ANY CREWS OR EQUIPMENT ON THE JOB SITE, THE CONTRACTOR SUBDIVIDER / CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE SCHEDULING CONSTRUCTION ACTIVITY SHALL EXPOSE AND CONFIRM THE EXCACT LOCATION OF ALL UNDER- DETERMINED BY THE CITY ENGINEER. PREVENTION OF NATURAL FEATURES GROUND UTILITIES AND REPORT TO THE DESIGNER SAID LOCATIONS 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION DRAINAGE SWALES OR LINED DITCH=S TO CONTROL STORMWATER FLOW AND ANY CONFLICTS WITH THE WORK BEING PERFORMED. THE I:ESIGNER SHALL THEN DETERMINE IF ANY REVISIONS TO THE DESIGN ARE REQUIRED INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED MULCHING OR HYDROSEEDING TO STABILIZE SOILS EROSION CONTROL COVERS AND PREPARE NECESSARY REVISIONS TO THE PLANS PRIOR TO THE AT (661) 326-3049. TO PROECT SLCPES CONTRACTOR ANY WORK ON OR AROUND THE AFFECTED LINE OR LINES MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1 PROTECTION OF STORM DRAIN INLETS (GRAVEL BAGS OR CATCH BASIN INSERTS) EXTRA COMPENSATION WILL BE ALLOWED FOR EXTRA COSTS INCURRED EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%.NO PERIMETER NT CONTROL (PERIMETER SILT FENCE, FIBER FOILS) DUE TO CONTRACTORS FAILURE TO FOLLOW THIS PROCEDURE. ALTERNATELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER SEDIMENT TRAF AF OORR SEDIMENT BASIN TO RETAIN SEDIMENT ON SITE METHOD TO PREVENT EROSION ONTO THE SIDEWALK. STABILIZE CON:TRUCTION EXITS SHEET INDEX: ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS HOUSEKEEPING BMPS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND / OR UPGRADING AS PER CITY ENGINEER.SHEET MATERIAL HANE LING AND WASTE MANAGEMENT GP -1 COVER SHEET ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE BUILDING MATERIALS STOCKPILE MANAGEMENT SHEET GP -2 GRADING PLAN SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY THE MANAGEMENT OF WASHOUT AREAS (CONCRETE, PAINTS, STUCCO, ETC.) SHEET GP -3 SUMP DETAILS CITY ENGINEER. CONTROL OF VEHICLE/EQUIPMENT FUELING TO CONTRACTOR'S STAGING AREA SHEET SP -2 ADA DETAILS SPILL PREVENTION AND CONTROL SHEET 1 OF 2 SWPPP PLAN BASIS OF BEARING DUST CONTROL DUST CONTROL MUST BE IMPLEMENTED THROUGHOUT THE ENTIRE GRACING PROCESS SHEET 2 OF 2 SWPPP PLAN THE BEARING OF SOUTH 89 008'15" EAST FOR THE NORTH LINE OF SECTION 28, AS SHOWN ON RECORD OF SURVEY RECORDED IN BOOK 11 OF RECORD OF SURVEYS, PAGE 4, IN THE KERN COUNTY RECORDER'S OFFICE. BENCHMARK Z 1207 RESET 1998 BRASS CAP IN KERN FRIANT CANAL BRIDGE WALKWAY ON THE NORTH SIDE OF STATE HIGHWAY ROUTE 58. ELEVATION 394.80 NAVD 88 J a I i (E) FENCE-�e II (E)N.G.- ii,' MN --- G1 �G?; -5' WIDE LANDSCAPE STRIP P I I 1 I (E) FENCE I I 2:1 SLOPE - 1' 55.52' 2.99' PRIVATE SUMP �--- LU J Y U LU LU LUm W 0 U Q z O U J MN. (LP_ 1 SECTION "A11 ELEV.= 96.52 2:1 SLOPE SECTION 11011 SCALE V=30' J a I n (E) FENCE��� 2:1 SLOPE 2" A.C. OVER 3" A.B. OVER 12" NG COMP. TO 90% �-2 `\ 5' WIDE LANDSCAPE STRIP P- J CL I (E) FENCE II SCALE V=10' 14 4t > (d J Q U ' LU w 0 z w n Y W � LL 0 LL J 2% ----------------- (E) ACCESSIBLE PATH OF TRAVEL -- L (N) COMMERCIAL DRIVE APPROACH - -----(E) CURB SECTION 11811 SCALE V=30' UNDER SEPARATE ENCROACHMENT PERMIT FROM PUPLIC WORKS DEPARTMENT 32' -- PRIVATE SUMP ELEV.= 96.52 SECTION 11Cff SCALE V=30' J CL I PLANTING AREA I WHERE OCCURS - (E) FENCE 6 1 % 10 244 RE -BAR CONTINUOUS i - i I 5' -� 1O CONCRETE CURB DETAIL 1" = 1'-0" -- 29 5.00' I I+- (E) FENCE II -2:1 SLOPE 48" 1/2" RAD. -,11, /-1 /2" RAD. CN -, f�r - 95% RELATIVE COMPACTION NOTE'S: 1. PROVIDE EXPANSION JOINTS @ 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 -EASE 4. TOOL FINISH ALL EXPOSED CON(. SURFACE. CONCRETE SWALE 1" = 1'-0" APN: 172-180-09-00-4 PN: 172-180-09-3 ZONE: M-1 BUILDING USE: TRUCK SERVICE SITE AREA: 5.07 ARCES LEGAL DESCRIPTION: PORTION OF THE NORTH HALF OF THE NORTHWEST QUARTER CF SECTION 28, T.29 S., R.27 E, MDM IN THE COUNTY OF KERN, STATE OF CALIFORNIA SITE ADDRESS: 104 WHITE LANE, BAKERSFIELD, CA ENGINEER: WILLIAM D. BATES 1800 OAK STREET, SUITE D BAKERSFIELD, CA 93313 (661) 324-5739 OWNER: SEWA SINGH 104 WHITE LANE BAKERSFIELD, CA EARTHWORK QUANTITIES: THE FOLLOWING QUANTITIES ARE APPROXIMATE AND ARE FURNISHED SOLELY FOR PERMIT PURPOSES. GRADED AREA: 4.7 ACRES TOTAL EXCAVATION: 782 C.Y. ± COMPACTED FILL: 237 C.Y. ± - PAD OVER "X" IMPORT: NONE EXPORT: NONE NOTE: NO SURPLUS MATERIAL TO BE STOCKPILED ON SITE BENCH MARK USED: TOP OF SLAB @ SW CORNER OF BUILDING ELEVATION = 455.00" DRAINAGE CALCULATIONS: PER C.O.B. SUBDIVISION STANDARC> 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 208,929.85 S.F./AC) V = 0.68 ac.ft. REQUIRED V = 0.80 ac.ft. PROVIDED SUMP VOLUMN CALCULATION 17,445 S.F. x 2'-0" DEPTH = 34,890 34,890 S.F. / 43,560 =.80 ACRE FEET PROJECT SITE GENERAL NOTES: 1. ALL GRADING SHALL CONFORM WITH APP J - CALIFORNIA BUILDING CODE AND STANDARDS PRETAINING THEREOF AND GEOTECHNICAL- ENGINEERING INVESTIGATION REPORT BY THE KRAZAN & ASSOCIATES,_ JOE; NO. 022-10078, NOVEMBER 23, 2010. ---- - - _-- 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE C 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 OFFICIAL WILL BE NOTIFIED FORTY DEIGHT HOURS TO PLACING OF ANY FILL MATERIAL. 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 TE=STS AND REPORT FROM SOILS ENGINEER. 7. FILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDIN;3 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 .8LL FILL SLOPES, 12. DIVERTER TERRACES (SWALES) WITH THREE (3) FEET MINIIV!LIM WIDTH AND ONE (1) FOOT MINIMUM DEPTH ARE REQUIRED AT TOP OF C UT AND FILL SLOPES WHEN EXISITNG TERRAIN SLOPES TOWARD TOP OF CUT. 13. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHA -L BE KEYED AND BENCHED TO SUPPORT FILL. 14. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY 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 TWO (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 /kN 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. , Th GRADING PLAN as shown on this drav fng b hereby q*mved, sub; cttoanyindicatedcorrectionsoraddrions.ApprovalM/tlrePublic Won(s Department and Building DepartmenlIkIappltnralonfyas to design criteria used and conformance to CkyShvKWde, Crxfes end Orainanres. Engineer for the subdivider or developer s1*1betespon- sibl, foraccuracyofcaicula;ionsforftplan and sWsubrittacerMled "as-I,racled" plan after completion of the gradrtg. At -'-'ROVED 3Y: P 1 DO/1 �vr.ent =" Date V0r VICINITY MAP m C) C') _t- ih ct� csa n ll_ r - LO 4 M tp 0 C O i z O' 55 w SUBMITTED BY: -- ----� QROF S/p, i Quo r D. F \4F DTE SIGNED: 1- CLIENT: SINGH 6!22118 ; DRAWN BY: ---- --------_y RRG SCALE: AS SHOWN 2018-1822 PERMITT NO. SPR 415-02-5 DRAWING SHEEr GP -1 -- OF -S[ -IEE --S j Cit Records N0. >- FFE��FWIIVING 04IFILE: - Y GRADING F =RMIT # 18-40000066 04ITE LANE GP r C r c t Ela..r 0 M Z� o� U- 06 z_j QW W �U_ X� W WW 0 z r)m z LLJ 0 z Q J LLI CD U{ �_ �I = H ��::��/ L ~ - ;? 1 2(? 19 T_ m C) C') _t- ih ct� csa n ll_ r - LO 4 M tp 0 C O i z O' 55 w SUBMITTED BY: -- ----� QROF S/p, i Quo r D. F \4F DTE SIGNED: 1- CLIENT: SINGH 6!22118 ; DRAWN BY: ---- --------_y RRG SCALE: AS SHOWN 2018-1822 PERMITT NO. SPR 415-02-5 DRAWING SHEEr GP -1 -- OF -S[ -IEE --S j Cit Records N0. >- FFE��FWIIVING 04IFILE: - Y GRADING F =RMIT # 18-40000066 04ITE LANE GP r C r c t Ela..r LEGEND.- END CURVE RETURN UNDERGROUND UTILITIES: AB AGREGATE BASE UTILITY LOCATIONS ARE APPROXIMATE AC ASPHALT CONCRETE E ELECTRICAL CONDUIT BCR BEGIN CURVE RETURN F FENCE LINE BM BENCH MARK G GAS LINE CL CENTER LINE - -S SANATARY SEWER (E) EXISTING T---- TELEPHONE EG EXISTING GRADE AND UNDERGROUND FACILITIES MAY NOT APPEAR IN THE RECORDS. EP EDGE OF PAVEMENT W_ WATER LINE EX EXISITNG DIRECTION OF DRAINAGE FC FINISH CONCRETE GRADEGRADE MARK THEIR FACILITIES PRIOR TO BEGINNING WORK. PRIOR TO DELIVERY FF FINISH FLOOR TREE LOCATION FG FINISH GRADE BRINGING ANY CREWS OR EQUIPMENT ON THE JOB SITE, THE CONTRACTOR DETERMINED BY THE CITY ENGINEER. SCHEDULING CONSTRUCTION ACTIVITY - - - _ EXISTING IMPROVEMENTS FL FLOWLINE GROUND UTILITIES AND REPORT TO THE DESIGNER SAID LOCATIONS FP FINISH PAD AND ANY CONFLICTS WITH THE WORK BEING PERFORMED. THE DESIGNER GV GATE VALVE 300.00 EXISTING GRADE HP HIGH POINT x INV INVERT CONTRACTOR ANY WORK ON OR AROUND THE AFFECTED LINE OR LINES EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. PERIMETER SEDIMENT CONTROL (PERIMETER SILT FENCE, FIBER FOILS) NO EXTRA COMPENSATION WILL BE ALLOWED FOR EXTRA COSTS NCURRED INT INTERSECTION PROPOSED GRADE o0; ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS STABILIZE CONSTRUCTION EXITS SHEETINDEX: MH MAN HOLE SHEET GP -1 COVER SHEET MON STREET MONUMENT SHEET GP -2 GRADING PLAN SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY THE MANAGEMENT OF WASHOUT AREAS (CONCRETE, PAINTS, STUCCO, ETC.) --.► DIRECTION OF DRAINAGE PL PROPERTY LINE RW RIGHT OF WAY DRAINAGE NOTES: TBM TEMPORARY BENCH MARK SHEET 1 OF 2 SWPPP PLAN BASIS OF BEARING DUST CONTROL: 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 TW TOP OF WALL ECR END CURVE RETURN PRC POINT OF REVERSE CURVE POC POINT ON A CURVE 104 WFilTE LADE TRUCK YARD EXPANSION GRADING NOTES CUP # 15-0275 BAKERSFIELD, CA 93307 IRAIIIIIII)ING PEI MIT # 18-4Ci000066 RECORD OF SURVEY RECORDED IN BOOK 11 OF RECORD OF SURVEYS, PAGE 4, IN THE KERN COUNTY RECORDER'S OFFICE. BENCHMARK Z 1207 RESET 1998 BRASS CAP IN KERN FRIANT CANAL BRIDGE WALKWAY ON THE NORTH SIDE OF STATE HIGHWAY ROUTE 58. ELEVATION 394.80 NAVD 88 J CL I (E) FENCE -- il (E) N.G.- MN. ``---5' WIDE LANDSCAPE STRIP w Y U) w OfLu co Ld w U z Of 0 U J U �1� % MIN. �P- SECTION "A" a I 3.01 55.52' 2.99' n it (E) FENCE -- PRIVATE SUMP ELEV.= 96.52 2:1 SLOPE--' \`2:1 SLOPE SECTION li Jif SCALE 1"=30' 2:1 SLOPE ,-2" A.C. OVER 3" A.B. OVER 12" NG COMP. TO 90% J d j -----(E) FENCE D6 1199.` '-�\5' WIDE LANDSCAPE STRIP - P_ SCALE 1"=10' 10, w 0 J Q U ui g wLu I- Lu LL Q W LL = W 00 U 2% Fl (E) ACCESSIBLE PATH OF TRAVEL J ---T---------- -- L (N) COMMERCIAL DRIVE APPROACH \` -(E) CURB SECTION "B" UNDER SEPARATE ENCROACHMENT PERMIT FROM PUPLIC WORKS DEPARTMENT PRIVATE SUMP ELEV.= 96.52 SECTION 11Cill SCALE 1"=30' a I PLANTING AREA WHERE OCCURS I_ (E) FENCE 1% I MIN. _ • 244 RE -BAR CONTINUOUS 1O CONCRETE CURB DETAIL 1" = r -o° SCALE 1"=c0' L, 1a 2t2 5.00' ` II !+� (E) FENCE I I -2:1 SLOPE - 48" 1 /2" RAD. 1 /2" RAD. N i ' 95% RELATIVE COMPACTION NOTES: 1. PROVIDE EXPANSION JOINTS @ 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 ;;ONC. SURFACE. C2) CONCRETE SWALE 1" = 1'-G" APN: 172-180-09-00-4 PN: 172-180-09-3 ZONE: M-1 BUILDING USE: TRUCK SERVICE SITE AREA: 5.07 ARCES LEGAL DESCRIPTION: PORTION OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 28, T.29 S., R.27 E, MDM IN THE COUNTY OF KERN, STATE: OF CALIFORNIA SITE ADDRESS: 104 WHITE LANE, BAKERSFIELD, CA ENGINEER: WILLIAM D. BATES 1800 OAK STREET, SUITE D BAKERSFIELD, CA 93313 (661) 324-5739 OWNER: SEWA SINGH 104 WHITE LANE BAKERSFIELD, CA EARTHWORK QUANTITIES: THE FOLLOWING QUANTITIES ARE APPROXIMATE AND ARE FURNISHED SOLELY FOR PERMIT PURPOSES. GRADED AREA: 4.7 ACRES TOTAL EXCAVATION: 782 C.Y. ± COMPACTED FILL: 237 C.Y. ± - PAD OVER "X" IMPORT: NONE EXPORT: NONE NOTE: NO SURPLUS MATERIAL TO BE STOCKPILED ON SITE BENCH MARK USED: TOP OF SLAB @ SW CORNER OF BUILDING ELEVATION = 455.00" 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 208,929.85 S.F./AC) V = 0.68 act. REQUIRED V = 0.80 act. PROVIDED SUMP VOLUMN CALCULATION 17,445 S.F. x 2'-0" DEPTH = 34,890 34,890 S.F. / 43,560 = .80 ACRE FEET PROJECT SITE GENERAL NOTES: 1. ALL GRADING SHALL CONFORM WITH APP J - CALIFORNIA BUILDING CODE AND STANDARDS PRETAINING THEREOF AND GEOTECHNICAL ENGINEERING INVESTIGATION REPORT BY THE K_R_A_ZAN_ &ASSOCIA_T_E_S_, JOB NO. 022-10078, NOVEMBER 23, 2010. 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 GRAD NG 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 OFFICIAL WILL BE NOTIFIED FORTY DEIGHT HOURS TO PLACING OF ANY FILL MATERIAL. 6. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) =ERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER SECT ON 3305 OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIIFIED BY TI_STS 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 EROSII_N. 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 CU F AND FILL SLOPES WHEN EXISITNG TERRAIN SLOPES TOWARD TOP OF CUT. 13. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHAL_ BE KEYED AND BENCHED TO SUPPORT FILL. 14. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY 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 TWO (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 JJITHIN 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. VICINITY MAP 0 co Zm O < - U �o Z_j Qw 0 CLL x� 0 ww O i z m z L.L Ci Q w z < Q U LLl F- I- �.. W o CL S CV w� �n cc � ; _m x '� CD Li LJ � r� +j L? CO CN v CO CSO 'C c O 0 '. ,.o Iz O ;w SUBMITTED BY - -, Q pFESl t i - I � � EXR 9-311-17 cn ' */ �Wpa2'B3 �j C/V��� 4�► 0� DATE SIGNED:' t 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE - REQUIREMENTS NOTE ENGINEER'S NOTE: IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHRAGE RESIDENTIAL AND NO -RESIDENTIAL DEVELOPMENT THE DESIGNER HAS MADE A DILIGENT SEARCH OF RECORDS, CONTACTED ELIMINATIION SYSTEM (NPDES), A "NOTICE OF INTENT' (NOI) TO COMPLY WITH THE TERMS OF STORMWATER IVANAGEMENT (SITE DEVELOPMENT) REQUIREMENTS UTILITY COMPANIES AND OTHERWISE ATTEMPTED TO INDICATE ON THE THE GENERAL PERMIT TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION BMP STATEMEN-' DRAWINGS ALL UTILITIES WHICH EXIST WITHIN THE LIMITS OF WCF:K OF ACTIVITY - - (SWRCB ORDER NO. 2009 009 DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND "AS CONTRACTOR OF RECORD, i HAVE SELECTED THE APPROPRIATE BMPS PER 2016 THIS PROJECT. HOWEVER THE DESIGNERER MAKES NO GUARANI"[=E THAT ORDER 2 12- - 0 006 DW MUST BE FILED LED WITH THE STATE WATER RESOURCES BO CONTROL ARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH CALIFORNIAE - GR EN BUILDING STANDARDS CODE TO EFFECTIVELY MINIMIZE THE ALL FACILITIES HAVE BEEN SHOWN ON PLANS, SINCE THE LOCATIONS AND THE GENERAL PERMIT REQUIRES THAT STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 'F NEGATIVE IMPACTS O THIS PROJECT'S CONSTRUCTION ACTIVITIES ON STORM WATER c DESCRIPTIONS WHERE NOT OBTAINED FROM AN ACTUAL FIELD ,.;URVEY BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILIBLE FOR PUBLIC INSPECTION QUALITY. THE PROJECT OWNER AND CONTRACTOR ARE AWARE THAT THE SELECTED AND UNDERGROUND FACILITIES MAY NOT APPEAR IN THE RECORDS. DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER BMPS MUST BE INSTALLED, MONITORED AND MAINTAINED TO ENSURE THEIR THE CONTRACTOR SHALL NOTIFY THE OWNERS OF THE UNDERGROUND 5F15C386957 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. EFFECTIVENESS THE BMPS NOT SELECTED FOR IMPLEMENTATION ARE REDUNDANT FACILITIES AND ALL UTILITY COMPANIES REQUESTING TO LOCATE: AND OR DEEMED NOT APPLICABLE TO THE: PROPOSED CONSTRUCTION ACTIVITIES." MARK THEIR FACILITIES PRIOR TO BEGINNING WORK. PRIOR TO DELIVERY COMPACTION TEST NOTE -COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER / OF ANY MATERIALS OR BEGINNING OF ANY EXCAVATION AND PRIOR TO SUBDIVIDER / CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE EROSION AND SEDIMENT CONTROL BMPS BRINGING ANY CREWS OR EQUIPMENT ON THE JOB SITE, THE CONTRACTOR DETERMINED BY THE CITY ENGINEER. SCHEDULING CONSTRUCTION ACTIVITY SHALL EXPOSE AND CONFIRM THE EXCACT LOCATION OF ALL UNDER - PREVENTION OF NATURAL FEATURES GROUND UTILITIES AND REPORT TO THE DESIGNER SAID LOCATIONS 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 DRAINAGE SWAL=S OR LINED DITCHES TO CONTROL STORMWATER FLOW AND ANY CONFLICTS WITH THE WORK BEING PERFORMED. THE DESIGNER AT (661) 326-3049. MULCHING OR H"DROSEEDING TO STABILIZE SOILS EROSION CONTROL CC'VERS SHALL THEN DETERMINE IF ANY REVISIONS TO THE DESIGN ARE REQUIRED TO PROECT SLOPES AND PREPARE NECESSARY REVISIONS TO THE PLANS PRIOR TO THE MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1 PROTECTION OF STORM DRAIN INLETS (GRAVEL BAGS OR CATCH BASIN INSERTS) CONTRACTOR ANY WORK ON OR AROUND THE AFFECTED LINE OR LINES EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. PERIMETER SEDIMENT CONTROL (PERIMETER SILT FENCE, FIBER FOILS) NO EXTRA COMPENSATION WILL BE ALLOWED FOR EXTRA COSTS NCURRED ALTERNATELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. SEDIMENT TRAP OR SEDIMENT BASIN TO RETAIN SEDIMENT ON SITE DUE TO CONTRACTORS FAILURE TO FOLLOW THIS PROCEDURE. ANY ITEMS IN THE PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS STABILIZE CONSTRUCTION EXITS SHEETINDEX: SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND / OR UPGRADING AS PER CITY ENGINEER. BMPS MATERIAL HANDLING AND WASTE MANAGEMENT SHEET GP -1 COVER SHEET ANY PUBLIC FACILITIES IN THE STREET RIGHT-OF-WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE BUILDING MATERIALS STOCKPILE MANAGEMENT SHEET GP -2 GRADING PLAN SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY THE MANAGEMENT OF WASHOUT AREAS (CONCRETE, PAINTS, STUCCO, ETC.) SHEET GP -3 SUMP DETAILS CITY ENGINEER. CONTROL OF VEHICLE/EQUIPMENT FUELING TO CONTRACTOR'S STAGING AREA SPILL PREVENTION AND CONTROL SHEET SP -2 ADA DETAILS SHEET 1 OF 2 SWPPP PLAN BASIS OF BEARING DUST CONTROL: SHEET 2 OF 2 SWPPP PLAN THE BEARING OF SOUTH 89'08'15" EAST FOR THE NORTH LINE OF SECTION 28 AS SHOWN ON DUST CONTROL IAUST BE IMPLEMENTED THROUGHOUT THE ENTIRE GRADING PROCESS RECORD OF SURVEY RECORDED IN BOOK 11 OF RECORD OF SURVEYS, PAGE 4, IN THE KERN COUNTY RECORDER'S OFFICE. BENCHMARK Z 1207 RESET 1998 BRASS CAP IN KERN FRIANT CANAL BRIDGE WALKWAY ON THE NORTH SIDE OF STATE HIGHWAY ROUTE 58. ELEVATION 394.80 NAVD 88 J CL I (E) FENCE -- il (E) N.G.- MN. ``---5' WIDE LANDSCAPE STRIP w Y U) w OfLu co Ld w U z Of 0 U J U �1� % MIN. �P- SECTION "A" a I 3.01 55.52' 2.99' n it (E) FENCE -- PRIVATE SUMP ELEV.= 96.52 2:1 SLOPE--' \`2:1 SLOPE SECTION li Jif SCALE 1"=30' 2:1 SLOPE ,-2" A.C. OVER 3" A.B. OVER 12" NG COMP. TO 90% J d j -----(E) FENCE D6 1199.` '-�\5' WIDE LANDSCAPE STRIP - P_ SCALE 1"=10' 10, w 0 J Q U ui g wLu I- Lu LL Q W LL = W 00 U 2% Fl (E) ACCESSIBLE PATH OF TRAVEL J ---T---------- -- L (N) COMMERCIAL DRIVE APPROACH \` -(E) CURB SECTION "B" UNDER SEPARATE ENCROACHMENT PERMIT FROM PUPLIC WORKS DEPARTMENT PRIVATE SUMP ELEV.= 96.52 SECTION 11Cill SCALE 1"=30' a I PLANTING AREA WHERE OCCURS I_ (E) FENCE 1% I MIN. _ • 244 RE -BAR CONTINUOUS 1O CONCRETE CURB DETAIL 1" = r -o° SCALE 1"=c0' L, 1a 2t2 5.00' ` II !+� (E) FENCE I I -2:1 SLOPE - 48" 1 /2" RAD. 1 /2" RAD. N i ' 95% RELATIVE COMPACTION NOTES: 1. PROVIDE EXPANSION JOINTS @ 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 ;;ONC. SURFACE. C2) CONCRETE SWALE 1" = 1'-G" APN: 172-180-09-00-4 PN: 172-180-09-3 ZONE: M-1 BUILDING USE: TRUCK SERVICE SITE AREA: 5.07 ARCES LEGAL DESCRIPTION: PORTION OF THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 28, T.29 S., R.27 E, MDM IN THE COUNTY OF KERN, STATE: OF CALIFORNIA SITE ADDRESS: 104 WHITE LANE, BAKERSFIELD, CA ENGINEER: WILLIAM D. BATES 1800 OAK STREET, SUITE D BAKERSFIELD, CA 93313 (661) 324-5739 OWNER: SEWA SINGH 104 WHITE LANE BAKERSFIELD, CA EARTHWORK QUANTITIES: THE FOLLOWING QUANTITIES ARE APPROXIMATE AND ARE FURNISHED SOLELY FOR PERMIT PURPOSES. GRADED AREA: 4.7 ACRES TOTAL EXCAVATION: 782 C.Y. ± COMPACTED FILL: 237 C.Y. ± - PAD OVER "X" IMPORT: NONE EXPORT: NONE NOTE: NO SURPLUS MATERIAL TO BE STOCKPILED ON SITE BENCH MARK USED: TOP OF SLAB @ SW CORNER OF BUILDING ELEVATION = 455.00" 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 208,929.85 S.F./AC) V = 0.68 act. REQUIRED V = 0.80 act. PROVIDED SUMP VOLUMN CALCULATION 17,445 S.F. x 2'-0" DEPTH = 34,890 34,890 S.F. / 43,560 = .80 ACRE FEET PROJECT SITE GENERAL NOTES: 1. ALL GRADING SHALL CONFORM WITH APP J - CALIFORNIA BUILDING CODE AND STANDARDS PRETAINING THEREOF AND GEOTECHNICAL ENGINEERING INVESTIGATION REPORT BY THE K_R_A_ZAN_ &ASSOCIA_T_E_S_, JOB NO. 022-10078, NOVEMBER 23, 2010. 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 GRAD NG 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 OFFICIAL WILL BE NOTIFIED FORTY DEIGHT HOURS TO PLACING OF ANY FILL MATERIAL. 6. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90%) =ERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVED METHOD PER SECT ON 3305 OF THE CURRENT CALIFORNIA BUILDING CODE AND CERTIIFIED BY TI_STS 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 EROSII_N. 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 CU F AND FILL SLOPES WHEN EXISITNG TERRAIN SLOPES TOWARD TOP OF CUT. 13. FILL AREAS SLOPING STEEPER THAN FIVE TO ONE (5:1) SHAL_ BE KEYED AND BENCHED TO SUPPORT FILL. 14. ALL FILL SLOPES SHALL NOT CUT WITHIN TWELVE (12) FEET HORIZONTALLY 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 TWO (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 JJITHIN 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. VICINITY MAP 0 co Zm O < - U �o Z_j Qw 0 CLL x� 0 ww O i z m z L.L Ci Q w z < Q U LLl F- I- �.. W o CL S CV w� �n cc � ; _m x '� CD Li LJ � r� +j L? CO CN v CO CSO 'C c O 0 '. ,.o Iz O ;w SUBMITTED BY - -, Q pFESl t i - I � � EXR 9-311-17 cn ' */ �Wpa2'B3 �j C/V��� 4�► 0� DATE SIGNED:' t DRAWING SHEET GP 1 Of= SHEETS DRAWING FILE: l City Records No. GRADING PERMIT # 18-40000066 104 WHITE LANE GP J SINGH 6/22/18 DRAWN BY: RRG - SCALE: ---- - AS SHOWN 2018-1822- PERPd1T N0. SPR #15-0275 DRAWING SHEET GP 1 Of= SHEETS DRAWING FILE: l City Records No. GRADING PERMIT # 18-40000066 104 WHITE LANE GP J 17' 3' 3, MAINTENANCE DISTRICT NOTE: 1�@96' A NEW MAINTENANCE DISTRICT MUST BE ESTABLISHED L� I CONSOLIDATED MAINTENANCE DISTRICT FORM TO BE r / oo°� - - - - - - I FORM TO BE SIGNED & NOTORORIZED. PAY FEES AS Q I �` NOTED. 1 1 I ACCEPTABLE / A ,00 --------- --2 BICYCLE CAPACITY RACK 00 �° �09 i 2 BIKE CAPACITY I II o _ - 1 NOTE: ,®oo BICYCLE PARKING - PROVIDE 2 / / ! 'cam°s ` BICYCLE RACKS FOR 4 BICYLCLES 0` PER CGC 5.106.4.1.2 W/ 3 FOOT / CLEARANCE PER DETAIL 9/SP-1 / 001 `99.9 / o /6'�� i II :4, / N7 aL-°� / cV 9.20 r e 90°' 01'9p a °`;a o ��° c0 9"o�m 606.00' PL oe �® °�'0 �g0 00 ��oomcp 9g g row --- - 77 - - -- - 9 - �9 , �a '�a� a) ^tea S a 8 ';� ° 69 Off'' --y /�vZ4� 6,,� �° °1I I c- / I I I I I I I I I ! I Vill 1% BEd OEMIAN TE PLATFORM /A SLOPE I I ao / ,tea li I lap 1 1 1 1 1 1 1 I loo l I I I IQ� ,I i I I I I I Icn / s�o9 III I 1 o^ 2:1 SLOPE -4 4 CONCRETE SPLASH - tz i —� I I I I �s' so' 10' �h @O°Q�� A h c GUARD p oma LIMITS OF COMPACTION LOP �257. p� 2 I p��,,' a 9� = •` - - -- (E) CURB & GUTTER, SIDEWALK. INSTALL OR GP -1 \F Z REPAIR 5-6" WIDE SIDEWALK PER C.O.B. STANDARD <- _ 6o ST -4 UNDER SEPARATE ENCROACHMENT PERMIT -- FROM PUBLIC WORKS DEPARTMENT o° o` � -'0 °Fa 1 A °'' -- DESIGN & BUILD A MEDIUM OR PAY A STANDARD �a 9a o / - --- W 1 \ X FEE OF $100.00 PER LINEAR FOOT OF FRONTAGE CL a T' - _j 3" RECYCLEb SPHALT � a_ ca Tr' 0 II oo GRINDING F. I i__ _, AIN LJNK FENCE PER -_ LIMITS OF COMPACTION a 1s - (E) WATER METER CL O.B. STANDARD p A6 2 FOOT DEEP SUMP ° O I o v ELEVA110N 96.52 / 1 0 %�O �'G - - �p FG ry O eQ -3- -- - -- - -- - - - - - � ch c M SLOPE --- --- — o°c �,. GRADE., BREAK a A .. o ° oo oA o• ti� '`°° a �-ac +a -}',a °'ate _ �o;�a O �.- � QF! a / �°' _ -r- o Q. _ a - - (N) 2 BIN REFUSE CONTAINER +� I o°�a �°� -- -- - -- -- -`, -- - - _-� �G_� - --- W/ 5' CLEAR LEVEL LANDING LINE OF SIGHT 4 WIDE PEDESTRIAN EASEMENT \ -+C3// B III PER DOCUMENT # w ° u`' 80/_ MAX RUNNING SLOPE J /�-��Y ° 0 SLOPE / o p IV) 0 o p 2% PERPENDICULAR P- 1 °� DRIVEWAY \ / >> 13 — 9'x20' PARKING STALLS p 4 A.C. OVER 5 CLASS 11 A.B. OVER 2 COMP. SUBGR/\DE TO 90% �` PLUS ONE VAN ACCESSIBLE 1 �° 1 - °.,-INSTALLADACOMPLIANTCOMMERCIALDRIVEAPPROACH /\ SLOE � I ° `� � , PER C.O.B. STANDARD ST -4 CENTERED ON DRIVE ISLE - -- - - g g g g ,y \ ° h ` I UNDER SEPARATE ENCROACHMENT PERMIT FROM PUBLIC 2 o•o oca oo �a Qo'a •oa � �a ���a 9 ry < < < g oa 90a C� 00 °. ( WORKS DEPARTMENT PER DETAIL a/ � +A +� +� .25� .25� +A � �h� " d � _ �' r _ �i O 8% R NNI GSL PE I I o 2% P ERPE 4DIC LAR t - O M ZO 0< �—^^V v! Z� Qw j CL L Z Xw W w (�i� V C) < Z � 0 Qw Q Z w J i C) Lij io O i Q. i i I i i r� M c7 M 0 � Uc) I -� N C7 CO O m U- M r N C'7 J''0 0 o o o_ w 00 la l I I I I I I 1 11 I I I I I l l l l o I °°�G TRAVEL L TO PUBLIC R GHT-OF WAY �� s� i A IT k IFn 1 1 1 1 1 1 1 I �I I f l l l l l l co 9 W I .I I I I I I I I I I I I I I I I I I I I I �Q� I o� z LU SUBMITTED BY Q,y�Q ! e III OQ 0 15 G I I I I I I I I I I I I I 1 1 1 1 1 1 1 �G ���S� �° I I I I I I► P-1 I I I - I / (5 QROFESS/pN O I I I I 10 .\ ASSUMED BENCH MARK �Q�l� 9�1 C. p,� 0q,50 I ( IN FEET j I �� \P ��� , -- 1 INCH = 30 FEET �r g9-30-17 � 0 � s° EXP. °^oo - o° 0 0 \ I N_ 0 C 21871 O o.s rte O� r°°O T 615.00 PL �'/�^/C_J,'� °� °a '°e0,,9� ego@ 10' ` 50' 9 L' _ I �F ��� o� A. 90 00 0 I 9 A�� r III Q LJJ DATE SIGNED: HOUSING FOR HOMELESS x9 Psz �tio \toe87.27 � IJ cb O ti CLIENT: I /SINGH DATE 6/22118 DRAWN BY: --- RRG SCALE: AS SHOWN JOB N� 2018-1822 PERMIT NO SPR #15-0275 DRAWING SHEET I r CUP # 15-0275 GP -2 OF SHEETS DRAWING FILE: City Records No. GRADING PERMIT # 18-40000066 104 WHITE LANE GP l If neaesswy odpst RIV or obtain 4.0' mkt far easement to occmnmodote fug QD'tmh depth of dire opprmch. Z.aL hoc slgpe Lo Lo DC 6.0"mit DL jf Rebar - 74" 0 both ways All Width a appraadh, 2 - H Rebor, evedy widtt °' with 20" dearance kom bottom of concrete. SECTION A -A 4Dr� card d gutter. ME- P00 1. AN warkmarishy and materials steal confirm to the applicable Al Secimns of exstkeg dhe app waft being nerrnoued for replacement sections of the specifirnfzns evtiBed 'State of Cdifomia Deet of shag be sowcut at the /oft of removd as alrected by the ply Enginew fion;oortot m: Standard Specifications , hereafter known as Stondad The section be hg removed shat' be a min. of 50'j? length and sawiarts Speaficaticns, current City approved edtMw steal odyn with etas* pint ar scare Airs Replacement steal conform dee"j %4 i7 dimension2 m the odpaanr eosfiag imlworcrnents A eunmt Street Perrot ironed by the City of Bakersfield Pubkc otherwise � � Works Department must accamoarny a0 wok w;Onn ply night -of --way. 17 3 Sobgrade Ma® be constructed he to grade and vols serbon 11. Sections being re#",ed moy be paved ago0st existing porement, if n good condtkor and with pia qp-O d of the LNy Engne0'e and compacted to 9S4 of mammon dy density as determined by ASTM ASTM D-1537 to o depth of 60' below top of snrbgrode. Othffwse, Me e&"ng pavement shat' be smut o min. of 2.kaon the edge of concrete or as dwected Poeamwit patch shill cwkrm 4- Concrete for dive approach shag ca kfm to the regeerements of the to the requkemmts of Stwdwd Detai ST -11. Standord Specifications for mrrar concrete (mA cement content of 12. pub aid gutter and body of cpprooch shay/ be poured sepordely, 505 db/w )d). Concrete s4dl emtai no addtims, wnkss prior opproid not mmdifhic0 y s ebtaned from the City Engameer. (&MM)mette gale 5 Tmber forms shall be sufoced on the side placed next to the 13 Total mamwm okbwa* Give approach width shay not exceed 60x concrete and shoi not be less than 1.5' thick after surfocng- Farms of co merad/multi-/anu'y property frontage Give oppaadi dimension ovd subgroup sha8 be wetted aimedbtely prior to concrete piacmient as shown on giprov ed pion, shag be the bass of such determination. 6. Concrete shah be trowasd smooth, edged and then given o tight 14 Nth eppovd from the Gty Enow told approach width, ndudmg broom iwidh. Anmedately atter fftw*g og enpased srioces shot winger may be increased to 50" madrwm fir M-1 and M-2 uses, where recer e o uniform aopdlcotkn of White p9mented =•ki9 compound high wkurnes of semtrust and troia use warmt conMmng to the Stanobrd S weikat;ams The concrete surf" shot be kept moist unti the awing compound is WplW 15 A mnnxvn of 22' of Ad height orb shot sgarate dile gpp cache except as noted on Standard Mai T 2a of as approved by city &*w. 7- Expansion pmts shah be censtrocted err both girds of gopoach. Nb wW elm pmts 2.0' deep, shat be #oced at center of approach 1Q dire ccrrshucficrp ;c pemufwd oft a sheet or oiey and of 10 max Mends oros directed by the City Engiwer cub retvn 17. No pwbw of the alive oAwoodr slaw' be ca+structed on odpcmt 8 Exponsxn pmt dicer material shoo consist of peMmed sbgps of property karntoge odes sped] *p -W by the ply Eno- dxo* reshot compound that conform to the requirements of the 1d See Table 69.1 Muse o7 the dire approodh stondrd Standard SperifKotions 9. Where new approach is being constructed odpcent to existing cub and gutter, the ensfng cub and gutter shah be completely removed L45'tlp. and replaced with redo os shown obme No ixrb Cif' ;saVored o \ for cel/molt fancy dare epprooeh p amstructioneemma 30' x 4.0" Detectable Nbming Surae, tip. both sides. See Note 4 on Detoi ST -70. --I I H 1 V Mit. ly (can) Since or top nrhner - 1.625' (40mm) / 0.D ger -&ed pe; IM/ft (21kq/m) J lkwizaatd of dagwd hex 00 huss rods UM Part 7wrmod or cane post A - 9' (23mm) LS' (4G>+eTJ !& I Lbws r P. _ anazte - " I 20' (50twn) Ak 20' (50.awrr) AMI. 10" (25m) AM to' (_Mm) a% P.GG �9 d errbeaaiwl TYPICAL DETA/L A r CULWRT ENDWALLS 4.5' (d 11m) to a a pale L5' (harm SEC77ON A -A FENCING TABLE wivwe - au Coral A*W - b8' ASN) HEIGHT 1 AWN BY: ' 1: m DC 3'-0 -9 m DL 2'-6" .76 m 78wIwIK r'ewr w-n/w' Q8 OALK ►we ori mnew ars .w P00 w wi"i 4r 711 eK Fawr s -W W PM • dee"j %4 e wuxz, i Nal (e wj 10l rem FxN►e KlwNaIFD 7a /1B 17 µ' AV NOTES.• H t bmtolatka of kody and gates shat be h acaodwee wrllh Bio repakaments of Section BO -4 of the 'Stama6rd Spe6*olkx% State of CoAwWg Deoarlmml of Tiamportotko' approved arrmt ed6o+. 2. A 9.0' bht'ir x 12' wile (Mn x a.hm) caxrete cub Ad be consbircfed o efi r of lmceg a L5' (40mm) dearmee behem Nue art aid Aatix steal be used 5 See stmdad D -1J for caxrde notex 4. Corner posts shah be mt0ed at all onynes in force fine err aaess of Mr 5 End cane; and gate posts shat be braid to Nue nearest Jae post with gdK rued ofagand or hwnzaitd braces used US compression members and gdianuad 075' (10nm) stud truss rods wine turnbuddes or buss tighlmer used as tmslan members 6. Fabric shot be Aastmed to gate post termed past or eaaser post wfth 0.25' x a75' (Smm x 20nm) stretcher bar bonds at d0' (atm) on center. 7. Fobrk shat be Aadebed to the post lost a mm and bottom te&w Nies #0 Ox ban* aaoced gopms: 14' (a36m) cpart. A Fabrk shat cmfam to ASTM A-JYZ door I. 9. &*rode preparation shad be cwsbwW bmx to groda and anise seefiah write eompatiae of XW to o depth of a5' (0.15m) FLEMAME STANDARD CHAIN-LINK FENCE 0 awaTwn CITY OF BAKED D-12 CALFORNA PUBLIC welemcs MARTMMT lkrantd or dgmd bnax . wok kuew reale Fokk• - 9 ga• 10' (50r-) nab, gale: mop ke otter WrA* bwsaFkd ka A bdtan i• .moi •� , _ s � (►�� .��� lig , , .. , rrld �� 2rM NO7ES: 1. 9igraie prep, she! be earahncted true to grads and am s&Vm rM awnpaetkn of M tor• do of coo' (also) 2 C icete aha/ be dais T and shat' b, wi*k 25' (07m) to S5' (a 14M) AW Oioaele MW be tro0ied smooth end Amin Am'sie2 3 Coombe anal Cattail no adwites oder s prior 0itben giF , is obtaw ko m be Gly Engorge: Concrete Ad he roved with a wh0e pwpofied awing oaepauW 0MOA , to maw 9D-zolit of the sb4ad *Sdittlms. 4. End comer, aid gate poets and be erased 16 bare rneaat kite past with gdu daywd or haimbd mom umd as annprestim merffies aid gdrc x375' (10ma) steal boss rods wt hmtucbm or true hlghtwrrera used as tomo mantes S Meal radrood mArbm saw is regerrad rt ahab' be used me 3 x 5 - 9 gauge fix%* 90 emstrwhid that the skits ere kostwd keto posffw and cons aiy be rmm:ed we kat& a Freres steal be mock 0'0 fiff cgs or 144*4 MA edgy ground x -ft and agohiraed DOUBLE GATE •... Civ . ►�. .�� - ►• is SINGH wivwe - au Coral A*W - b8' ASN) 6/22/18 AWN BY: Fmme - Low (Spur, q 9dc pye 172x!/3! AS SHOWN > (4. ft*) sho Ark RMIT NO. a Ark* me Aack • - am T' P -G orae Cote Pods - 2875' 1dlAr 20'Mn. (7' aaS70^ FaNc - 9 on, 20' ML (&MM)mette gale P£DESIRIAN GATE otter WrA* bwsaFkd ka A bdtan i• .moi •� , _ s � (►�� .��� lig , , .. , rrld �� 2rM NO7ES: 1. 9igraie prep, she! be earahncted true to grads and am s&Vm rM awnpaetkn of M tor• do of coo' (also) 2 C icete aha/ be dais T and shat' b, wi*k 25' (07m) to S5' (a 14M) AW Oioaele MW be tro0ied smooth end Amin Am'sie2 3 Coombe anal Cattail no adwites oder s prior 0itben giF , is obtaw ko m be Gly Engorge: Concrete Ad he roved with a wh0e pwpofied awing oaepauW 0MOA , to maw 9D-zolit of the sb4ad *Sdittlms. 4. End comer, aid gate poets and be erased 16 bare rneaat kite past with gdu daywd or haimbd mom umd as annprestim merffies aid gdrc x375' (10ma) steal boss rods wt hmtucbm or true hlghtwrrera used as tomo mantes S Meal radrood mArbm saw is regerrad rt ahab' be used me 3 x 5 - 9 gauge fix%* 90 emstrwhid that the skits ere kostwd keto posffw and cons aiy be rmm:ed we kat& a Freres steal be mock 0'0 fiff cgs or 144*4 MA edgy ground x -ft and agohiraed DOUBLE GATE •... Civ . ►�. .�� - ►• is SINGH ♦e 6/22/18 AWN BY: --- RRG AS SHOWN e NO. 2018-1822 RMIT NO. SPR #15.0275 7 adh-tht &xv A6* shad' wailmm to Nine *wLeabbee of ASTM dombMthx A-$2 Qhs L d kw0*6M of kndV and gates shay be h wc=Vsm 0th the rep hMenh of section A7-4 of Nue vwo wd SloeaDlarBons Sidle of Chlkimi % 0epabnmt of TranVortaben , Wavier aermt ewficrx 9 awbkeg a by the aty of OdereA'dd stweird *vmhg D-12"be emfin ed ander gates STANDARD CHAIN-LINK 'OATES WPM= CITY OF BALD CAL FOFMA C n aeNr®e ruauc nomas 11MM MTM D-13 30R CUP # 15-0275 0 M Z CO 0< - U C%) ZJ ' QW 00 U) �W WW j r) �y<M W W W w J 0 d - w o IL K mi Z 0 W C/) W Cr? Q1 � UI v� � e r - ®CD x M L- �:� 0 M m� w Cl) INT a� w m� .0 co � m O ora 00 1 SUBMfTTED BY: �o Q?,Qf ESS/pfy� o EXP. 9-30-11 N l * , - NQoC 21811. f • i of DATE SIGNED: DRAWING SHEET GR -ICI _CF --SHEETS) DRAWING FILE: 104 WHITE LANE GP -- SINGH TE: 6/22/18 AWN BY: --- RRG AS SHOWN e NO. 2018-1822 RMIT NO. SPR #15.0275 DRAWING SHEET GR -ICI _CF --SHEETS) DRAWING FILE: 104 WHITE LANE GP -- NPDES NOTES BEST MANAGEMENT PRACTICES 1. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE STORM WATER POLLUTION CONTROL REQUIREMENTS FOR CONSTRUCTION ACTIVITIES USING STRUCTURAL CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE. MINIMUM WATER QUALITY PROTECTION REQUIREMENTS FOR ALL DEVELOPMENT CONSTRUCTION PROJECTS/CERTIFICATION STATEMENT 2. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MAXIMIZE SEDIMENT TRANSPORT 7" FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORMWATER VEHICLE TACKING OR WIND. FROM THE PROJECTS AT ALL TIMES. 3. APPROPRIATE BMP'S FOR CONSTRUCTION -RELATED MATERIALS, WASTES, SPILLS SHALL ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE AND MAY NOT BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE BE TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, AREA DRAINS, NATURAL FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF. DRAINAGE COURSES OR WIND. 4. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR REMOVE SEDIMENT AND OTHER PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR POLLUTANTS. WATER. 5. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE AWARE OR THE REQUIRED BEST MANAGEMENT PRACTICES AND GOOD HOUSEKEEPING WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY 6. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY ALL CONSTRUCTION DEBRIS AND NOT BE WASHED INTO THE DRAINAGE SYSTEM. WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE �cn EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE 7. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGERS OF MATERIAL - OTHER THAN STORMWATER ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONTRIBUTE TO A RECEPTACLE TO PREVENT CONTANMINATION OF RAINWATER AND DISPERSAL BY WIND. VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR PARTS 117 AND 302. - TRAFFIC. THE CONSTRUCTION ENTERANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL 8. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, QLUES.IIMES, PESTICIDES, HERBICIDES, OR OTHER MEANS WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO CAP. r c FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE, SO AS TO INHIBIT EROSION BY WIND AND WATER. DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING AND SUPERCHLORINATED POTABLE WATER LINE "I CERTIFY THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY FLUSHING. DURING CONSTRUCTION, PERMITTEE SHALL DISPOSE OF SUCH MATERIALS IN A DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ENSURE THAT SPECIFIED AND CONTROLLED TEMPORARY AREA ON SITE, PHYSICALLY SEPARATED FROM QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM OR THOSE STATE AND FEDERAL REQUIREMENTS. PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE INFORMANT SUBMITTED IS TRUE, ACCURATE, AND COMPLETE. I 9. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS AM AWARE THAT SUBMITTING FALSE AND/OR INACCURATE INFORMATION, FAILING TO UPDATE VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON -CONTAMINATED GROUNDWATER THE ESCP TO REFLECT CURRENT CONDITIONS, OR FAILING TO PROPERLY AND/OR OTHER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE PERMITS OR OTHER SANCTIONS PROVIDED BY LAW." RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. LINE OF PAVING OR PLANTER ANYONE WHO IS INVOLVED WITH THE CONSTRUCTION PROJECT SHALL 10. GRADED AREAS ON THE PERMITTED AREA PREIMETER MUST DRAIN AWAY FROM THE FACE COMPLY WITH ALL APPLICABLE BEST MANAGEMENT PRACTICES (BMP) TO CONTAIN OF SLOPES AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE IS TO BE DIRECTED OR PREVENT ANY ILLEGAL DISCHARGE OR STORM WATER POLLUTION WITHIN THE TOWARD DESILTING FACILITIES. PROJECT BOUNDRY UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE BUILDING DIVISION INSPECTOR. 11. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY --�— PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER SYMBOLS: CREATES A HAZARDOUS CONDITION. - 12. THE PERMITTEE AND CONTRACTOR SHALL INSPECT THE EROSION CONTROL WORK AND Q BUILDING ELEVATION REFERENCE INSURE THAT THE WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. SHEET NUMBER SHEET NUMBER 13. THE PERMITTEE SHALL NOTIFY ALL GENERAL CONTRACTORS, SUBCONTRACTORS, ^A116, BUILDING SECTION REFERENCE MATERIAL SUPPLIERS, LESSEES, AND PROPERTY OWNERS: THAT DUMPING OF CHEMICALS INTO 4 SHEET NUMBER THE STORM DRAIN SYSTEM OR THE WATERSHED IS PROHIBITED. 14. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL DETAIL REFERENCE TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND S-1 SHEET NUMBER STOCKPILED AT CONVENIENT LOCATIONS TO FACILITIE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. <--2-5-> DOOR REFERENCE 15. ALL REMOVEABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5 -DAY RAIN PROBABILITY FORCAST EXCEEDS 40%. O WINDOW REFERENCE 16. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AND EFFECTIVE EROSION AND SEDIMENT CONTROL TO THE MAXIMUM EXTENT PRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE /\ SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OF ADJACENT 5) WALL REFERENCE PROPERTIES VIA RUNOFF, VEHICLE TRACKING OR WIND. 17. APPROPRIATE BMP'S FOR CONSTRUCTION -RELATED MATERIALS, WASTE, SPILLS OR RESIDUES SHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE a KEYNOTE REFERENCE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF. VAN ACCESSIBILE NOTIFICATIC MOUNTED ON POLE CENTEREC H.C. SPACE WHERE OCCURS VAN ACCESSIBLE PARKING 4" WIDE HIGHWAY "BLUE" PAIN DIAGONAL STRIPING W/ REFLE, GLASS BEADS AT ALL HANDICA HANDICAP STALLS T-0" SQ. ACCESS NOTIFICATIOI SEE DETAIL 4/SP-1 UPPER LANDING W/ 60"x60" CLEAR SPACE & SLOPES NOT EXCEEDING 2% IN ANY DIRECTION lJ( �IICI�L Iif. O VAN ACCESSIBLE PARKING STALL SCALE 1" = V-0" NOTE: MAX. SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ADJACENT TO CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED ONE UNIT VERTICAL TO 20 UNITS HORIZONTAL (5% SLOPE). MAXIMUM SLOPE OF SURROUNDING AREAS SHALL NOT EXCEED 2% IN ALL DIRECTIONS. CURB RAMPS SHALL COMPLY WITH SECTIONS 11B-406.2, 118-406.3, & 11B-406.5 CBC. SIGNAGE NOTE: ALL VEHICLE SIGNAGE IS REFLECTORIZED PER 116-502.6.1 WER LANDING W/ 60"x60" CLEAR SPACE & :)PES NOT EXCEEDING 2% IN ANY DIRECTION 13„ •-17 4 GROOVING DETAIL THE WORDS "NO PARKING" SHALL BE PAINTED IN 12" HIGH WHITE LETTERS 7' RESERVED— PARKING VAN ACCESSIBLE MIN. FINE $250 17' 3 3 ACCEPTABLE —L--_._--__�-__---_-� 2 BICYCLE CAPACITY RACK 2 BIKE CAPACITY NOTE: BICYCLE PARKING - PROVIDE 2 BICYCLE RACKS FOR 4 BICYI_CLES PER CGC5.106.4.1.2W/3FOOT 8 SHORT TERM BICYCLE RACK CLEARANCE PER DETAIL 91SP-1 TRAFFIC SIGNS TO BE HIGHWAY STANDARD AND TO CONFORM W/ CURRENT STATE AND LOCAL CODES .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 1/2" CADMIUM PLATED BOLTS, NUTS AND WASHERS. LOCATED AT HEAD OF ALL ACCESSIBLE PARKING SPACES VAN ACCESSIBLE PARKING SIGN 1N NTS "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES 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, INC. OR BY TELEPHONING (123) 555-5555 NOTES: 1..080 THICK ALUMINUM OR PORCELAIN STEEL SIGN WITH 1" 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 V✓ITH 1" BEADED TEXT TO MATCH TEXT ABOVE. ACCESSIBLE NOTIFICATION SIGN 4 N NTS i ! MINIMUM FINE $250.00 � E CBC 11 B-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 36" SQUARE BLUE BACKGROUND TYPICAL WHITE OCCUPANT AND BORDER TYPICAL NOTE: IDENTIFY EACH ACCESSIBLE PARKING SPACE SURFACE BY PAINTING THE SPACE IN BLUE /,ND OUTLINING IN WHITE OR SUITABLE CONTRASTING COLOR A PROFILE VIEW DEPICTING A WHEELCHAIR WITH OCCUPANT OR BY OUTLINING THE SPAC E IN BLUE AND OUTLINING A A 36'x36" PROFILE VIEW OF A WHEELCHAIR W TH OCCUPANT IN WHITE ON A BLUE BACKGROUND LOCATED SO TO BE ✓ISABLE TO A TRAFFIC OFFICER WHEN A VEHICLE IS PROPERLY PARKED - 0 HANDICAP PARKING ISA SYMBOL NTS r� z; 2.3 MIN. 2.4" MAX. _ 0.9" BASE DIA.NIAX. cv 0.92" BASE DI, MIN. a 0.45" TOP DIA.RIIN. "0 0-- 0.47" 0.47" TOP DIA.MAX. 0.9" BASE DIA. MIN. 0.92" BA5F DIA. MAX. DETECTABLE WARNING PATTERN z PER CBC 11 B-705 _ 2.3" IvllH. 00 2.4" MAX. o No 0.45" DIA. MIN. 0.47" DIA. MAX - -- a BASE DIA. MIN. 0\92"'13ASE DIA. MAX. DETECTABLE WARNING SECTION 0 0 0 Com) OO d 0000c�o 0 0 0 0 0 0 G` OO OO o0 @C O / OO op O OO U OOOOO@©OJ�i0 0C OO OO OO 7 a OO -- TRUNCATED DOME SHALL COMPLY W/ CBC 11 B-705 0 TRUNCATED DOME (DETECTABLE WARNING) NOTE: 1. DETECTABLE WARNING STRIPS SHALL Bq'YELLOW & CONTRAST VISUALLY WITH ADJACENT WALKING, SURFACES PER 11 B-705.1.1.3. CUP # 15-0275 Z O U) W SUBMITTED BY: -- -- ---- Q�OFESS/pNq 4 W r ckt EXP. 9-M-11 w * N421871Nr y pF LDATESIGNED: ' ! CLIENT: SlNGH DATE: 622/18 DRA'JVN BY: RRG SCALE: AS SHOWN JOB NO. 2018-1822 PERMIT NO. SPR #15-0275 DRAWING SHEET], SP -2I� - OF_ SHEETS) DRL.WING FILE: City Records No. GRADING PERMIT # 18-40000066 104 WHITE LANE GP � r 7" < 0o dM' 1 -_► C-4STEEL .080 THICK ALUMINUM OR PORCELAIN ON (b ch ACCESSIBLE PARKING SIGN TO READ - - "RESERVED PARKING" WITH ACCESSIBLE SYMBOL L CD AND " VAN ACCESSIBLE" (WHERE APPLICABLE). BOLT TO STEEL TUBE WITH 1/2" CADMIUM PLATED _ BOLTS, NUTS AND WASHERS. LOCATED AT HEAD - m LL OF ALL ACCESSIBLE PARKING SPACES �cn � M - to 1 LO V-�- �, ch v i 2"x2"x0.188 STEEL TUBE EXTEND INTO CONCRETE 0 C Y FILLED PIPE T-0". PROVIDE WELDED WATERTIGHT CAP. r c O O - -- - o a co r 8" DIA. STANDARD STEEL PIPE BOLLARD FILLED -- - ; ani W/ CONCRETE PROVIDE DOMED CEMENT WASH CAP. PAINT PIPE W/ (2) COATS OF WHITE PAINT. DRY BETWEEN COATS. TACK COAT PAVING TO CONCRETE ~ LINE OF PAVING OR PLANTER COMPACTED EARTH i .F cL --�— -- -- - I I CONCRETE BASE -- I •• LU 3 PARKING SIGN DETAIL NTS j z; 2.3 MIN. 2.4" MAX. _ 0.9" BASE DIA.NIAX. cv 0.92" BASE DI, MIN. a 0.45" TOP DIA.RIIN. "0 0-- 0.47" 0.47" TOP DIA.MAX. 0.9" BASE DIA. MIN. 0.92" BA5F DIA. MAX. DETECTABLE WARNING PATTERN z PER CBC 11 B-705 _ 2.3" IvllH. 00 2.4" MAX. o No 0.45" DIA. MIN. 0.47" DIA. MAX - -- a BASE DIA. MIN. 0\92"'13ASE DIA. MAX. DETECTABLE WARNING SECTION 0 0 0 Com) OO d 0000c�o 0 0 0 0 0 0 G` OO OO o0 @C O / OO op O OO U OOOOO@©OJ�i0 0C OO OO OO 7 a OO -- TRUNCATED DOME SHALL COMPLY W/ CBC 11 B-705 0 TRUNCATED DOME (DETECTABLE WARNING) NOTE: 1. DETECTABLE WARNING STRIPS SHALL Bq'YELLOW & CONTRAST VISUALLY WITH ADJACENT WALKING, SURFACES PER 11 B-705.1.1.3. CUP # 15-0275 Z O U) W SUBMITTED BY: -- -- ---- Q�OFESS/pNq 4 W r ckt EXP. 9-M-11 w * N421871Nr y pF LDATESIGNED: ' ! CLIENT: SlNGH DATE: 622/18 DRA'JVN BY: RRG SCALE: AS SHOWN JOB NO. 2018-1822 PERMIT NO. SPR #15-0275 DRAWING SHEET], SP -2I� - OF_ SHEETS) DRL.WING FILE: City Records No. GRADING PERMIT # 18-40000066 104 WHITE LANE GP VICINITY MAP NO SCALE SHEET No. INDEX 1� COVER SHEET & SWPP PLAN O NOTES & DETAILS SITE STATISTICS: 1. ADDRESS: 104 E. WHITE LANE, BAKERSFIELD, CA 93307 2. APN: 172-180-09 3. PARCEL SIZE: 4.8 ACRES 4. DISTURBED AREA: 4.8 ACRES 5. FLOOD ZONE: "X" (FEMA MAP NO. 06029C2325E, DATED 9/26/2008) 6. LEGAL DESCRIPTION: BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 17, TOWNSHIP 30 SOUTH, RANCH 28 EAST, MDM IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. LEGEND — STORM WATER/EROSION CONTROL PLAN SF � PROPOSED SILT FENCE PLACEMENT OOOr� PROPOSED SAND/GRAVEL BAG PLACEMENT DIRECTION OF FLOW O CONSTRUCTION NOTES — EROSION CONTROL ANTI—TRACK OUT DEVICE PROPOSED ASPHALT CONCRETE EROSION CONTROL NOTES O FURNISH AND INSTALL SILT FENCE PER DETAIL B HEREIN. SILT FENCE MAY BE SUBSTITUTED WITH FIBER ROLLS. �2 CONTRACTOR SHALL SPECIFY LOCATION OF EQUIPMENT MAINTENANCE AREA, STAGING AREA AND CONCRETE WASHOUT PER DETAILS HEREIN. ' 3 FURNISH AND INSTALL ANTI—TRACKOUT DEVICE IN ACCORDANCE WITH DETAIL C HEREIN. 2 04 INSTALL SEDIMENT TRAPS WHERE SHOWN ON PLAN PER DETAIL G HEREIN. 2 �5 FURNISH AND INSTALL ROCK RIP—RAP SPLASH PAD PER PLAN, PER DETAIL A HEREIN. 1 STORM WATER POLLU'TION PREVENTION PlAlk1 TRUCK YARD EXPANSION 104 ;E. WHILE LANE BAKERS]�IELID, CALIFORNIA I c� I SUMP OT—A—PART l � \ I EXISTING CHAIN - LINK FENCE —� I �n L olb x ` 11 1/— q E. WHITE LANE WILSON RD WATTS DR Qr \ �-;, f-� DRAWN IiY: '"A CHECKED_ BY: MKV SHEET 1 OF 2 N W� �;, r M Q .I 1� �N� K (A q Z L). U) M A 1 � s� ►� PLANZ RD ►—r 2 E PLANZ RD z oti 0962 \ J E •a Q w co _ I�I M WHITE LN E WHITE LN s w G> > PROJECT °o z SITE z o 4 C U c-0 c9 0 PACHECO RD E PACHECO RD N I— cn H = O U ~ a z O a —N— FAIRVIEW RD E FAIRVIEW RD NORTH a N.T.S. PANAMA LN f VICINITY MAP NO SCALE SHEET No. INDEX 1� COVER SHEET & SWPP PLAN O NOTES & DETAILS SITE STATISTICS: 1. ADDRESS: 104 E. WHITE LANE, BAKERSFIELD, CA 93307 2. APN: 172-180-09 3. PARCEL SIZE: 4.8 ACRES 4. DISTURBED AREA: 4.8 ACRES 5. FLOOD ZONE: "X" (FEMA MAP NO. 06029C2325E, DATED 9/26/2008) 6. LEGAL DESCRIPTION: BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 17, TOWNSHIP 30 SOUTH, RANCH 28 EAST, MDM IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. LEGEND — STORM WATER/EROSION CONTROL PLAN SF � PROPOSED SILT FENCE PLACEMENT OOOr� PROPOSED SAND/GRAVEL BAG PLACEMENT DIRECTION OF FLOW O CONSTRUCTION NOTES — EROSION CONTROL ANTI—TRACK OUT DEVICE PROPOSED ASPHALT CONCRETE EROSION CONTROL NOTES O FURNISH AND INSTALL SILT FENCE PER DETAIL B HEREIN. SILT FENCE MAY BE SUBSTITUTED WITH FIBER ROLLS. �2 CONTRACTOR SHALL SPECIFY LOCATION OF EQUIPMENT MAINTENANCE AREA, STAGING AREA AND CONCRETE WASHOUT PER DETAILS HEREIN. ' 3 FURNISH AND INSTALL ANTI—TRACKOUT DEVICE IN ACCORDANCE WITH DETAIL C HEREIN. 2 04 INSTALL SEDIMENT TRAPS WHERE SHOWN ON PLAN PER DETAIL G HEREIN. 2 �5 FURNISH AND INSTALL ROCK RIP—RAP SPLASH PAD PER PLAN, PER DETAIL A HEREIN. 1 STORM WATER POLLU'TION PREVENTION PlAlk1 TRUCK YARD EXPANSION 104 ;E. WHILE LANE BAKERS]�IELID, CALIFORNIA I c� I SUMP OT—A—PART l � \ I EXISTING CHAIN - LINK FENCE —� I �n L olb x ` 11 1/— q E. WHITE LANE P RAP PAD: 6'x8x1', INCHES CUTLET AT SUMP 110T TO SCALE -- \ KERN ISLAND CANAL EXISTING CHAIN - LINK FENCE 9� NORTH SCALE: 1 " = 40' low 0 20 40 80 • tt■.y �1 \V • PW4 W� W PMERM0y V •nr.y, ►—a U,1 z CL 0 DWG NO.: Qr \ �-;, f-� DRAWN IiY: '"A CHECKED_ BY: MKV SHEET 1 OF 2 SHEETS W� �;, r M Q .I 1� 0.4 K (A q L). U) M A 1 � s� ►� rT,• ►—r oti 0962 \ E •a Q �I co I�I P RAP PAD: 6'x8x1', INCHES CUTLET AT SUMP 110T TO SCALE -- \ KERN ISLAND CANAL EXISTING CHAIN - LINK FENCE 9� NORTH SCALE: 1 " = 40' low 0 20 40 80 • tt■.y �1 \V • PW4 W� W PMERM0y V •nr.y, ►—a U,1 z CL JOB No.: 0 DWG NO.: Qr DATE: �-;, f-� DRAWN IiY: '"A CHECKED_ BY: MKV SHEET 1 OF 2 SHEETS W� �;, r M Q .I 1� 0.4 K (A q L). U) M � s� ►� rT,• ►—r W E •a Q �I co M w z 4 C 0 N O a a 5 0 x w � J JOB No.: 19-876 DWG NO.: Qr DATE: �-;, f-� DRAWN IiY: '"A CHECKED_ BY: MKV SHEET 1 OF 2 SHEETS W� �;, f-� .I 1� 0.4 K (A L). ►� rT,• ►—r E •a Q �I JOB No.: 19-876 DWG NO.: SNA'PPP DATE: 5/ L/19 DRAWN IiY: I:IAN CHECKED_ BY: MKV SHEET 1 OF 2 SHEETS %-o%J"4 L- Nu I tZ, (tJtZ:) I 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 BERMING, 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 1 SLOPE AS STAKED BY SURVEYO l 5GEQ JOINTS l 12" FIBER ROLL SLOPE - GRADING CONFORM OR TOE OF SLOPE DETAIL MOTES: 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 IV U I I U ZoUAU 00 SECTION FIBER ROLL (TYPE 1) STAKE zti ---�MINt-- SECTION 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 BETWEEN THE SILT FENCE AND TOE OF SLOPE OR OTHER OBSTRUCTIONS. ABOUT 1200 SQ. FT. 07 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 -'HE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1" LONG, TIE WIRES OR HOG RINGS. SILT FENCE POST 10' 0. C. (MAX) COMPACTED BACKFILL /vv/ /U .SGALt j TO CARE NTS �EEDE 7 RACKING %!%!��.!i��%/�'�f7► rte' A SERIES OF STEEL PLATES (30R MORE) W/ -V- RUMBLE STRIPS OR MIN 4" COARSE AGGREGATE. DETAIL NOTES: 1. SEDIMENTS AND OTHER MATERIALS SHALL NOT BE 1RACKED FROM TH1= SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS SHALL BE STABILIZED SO AS TO PREVENT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC ROADS. DF -POSITIONS MUST BE SWEPT IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER ME 4NS INTO THE STORM DRAIN SYSTEM. 2. STABILIZED CONSTRUCTION ENTRANCE SHALL BE: A. LOCATED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEA'JING A CONSTRUCTION SITE TO OR FROM A PUBLIC RIGHT OF WAY, STREET, ALLEY, AND SIDEWALK OR PARKING AREA,. B. A SERIES OF STEEL PLATES WITH "RUMBLE STRIPS.- AND/OR MIN 4" COARSE AGGREGATE WITH LENGTH, WIDTH & THICKNESS AS NEEDED TO ADEQU 4TELY PREVENT AIVY 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 ROADWAYS IMMEDIATELY. B. SWEEP PAVED AREAS THAT RECEIVE CONSTRUCTION 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 NOTES: 1. DIRT AND OTHER CONSTRUCTION RELATED MATERIALS PLACED IN THE STREET OR ON OTHER IMPERVIOUS SURFACES MUST BE CONTAINED WITH SAND3AGS OR OTHER MEASURES TO PREVENT TRANSPORT TO THE STORM DRAIN SYSTEM. 2. ANY CONSTRUCTION MATERIAL STORED OR STOCKPILED )N -SITE SHALL BE. PROTECTED FROM BEING TRANSPORTED BY THE FORCE OF WIND OR WATE' 3. FIBER ROLLS MAY BE SUBSTITUTED FOR SAND BAGS. 1 MATERIAL STORAGE AED CONTAINMENT AREA IMPERVIOUS LINER DETAIL NOTES: 1. EXCESS AND WASTE CONCRETE SHALL NOT BE WASHED INTO THE STREET OR INTO A DRAINAGE SYSTEM. 2. FOR WASHOUT OF CONCRETE AND MORTAR PRODUCTS, A DESIGNATED CONTAINMENT FACILITY OF SUFFICIENT CAPACITY TO RETAIN 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. CONCRETE WASTE MANAGEMENT NOT TO SCALE ABSORBENT CLEANUP MATERIAL FUEL l `­BERMED CONTAINMENT AREA ...................... ... -- IMPERVIOUS SURFAVCE/LINING XTAIL 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. VEHICLE EQUIPMENT FU_E'LING 2 NOT TO SCALE INLET EDGE 0lf PAVEMENT FLOW SPILL WAY -1f/ _SANDBAGS 1 -BAG HIGH 2 -BAGS HIGH PROTECTION FOR INLET w/DOUBLE FLOW DIRECTION EDGE OF PAVEM=NT - FLOW "'"`""1 -SANDBAGS 1 -BAG HIGH 2 -BAGS HIGH PROTECTION FOR INLET w-/SIN(.,LE FLOW DIRECTION NOTES: 1. INTENDED FOR SHORT-TERM USE. 2. USE TO INHIBIT NON STORM WATE;' FLOW. 3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP 4. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETE 5. NOT APPLICABLE IN AREAS WITH HIGH SILTS AND CLAY WITHOUT FILTER FABRICS, CATCH BASIN/INLET PROTECTION - SPILLWAY ig-8;76 \4/ \4/ \l/ \4/ 5/09 DRAWN BY STOCKPILED MATERIAL CHECKED F;Y: MK`T 1 r1 d. A . CT In a ® ,4-. a� \c c� �y CIS 0 M e .. b i • Pw4 c) w a d e. a° e W W C. 00 a. 0 �a W ---,SANDBAGS/GRAVEL BAGS , PLACED TIGHTLY .1• �, ,�, �, TOGETHER ALL AROUND 4 Q a a" MATERIAL (SEE NOTE 3) NOTES: 1. DIRT AND OTHER CONSTRUCTION RELATED MATERIALS PLACED IN THE STREET OR ON OTHER IMPERVIOUS SURFACES MUST BE CONTAINED WITH SAND3AGS OR OTHER MEASURES TO PREVENT TRANSPORT TO THE STORM DRAIN SYSTEM. 2. ANY CONSTRUCTION MATERIAL STORED OR STOCKPILED )N -SITE SHALL BE. PROTECTED FROM BEING TRANSPORTED BY THE FORCE OF WIND OR WATE' 3. FIBER ROLLS MAY BE SUBSTITUTED FOR SAND BAGS. 1 MATERIAL STORAGE AED CONTAINMENT AREA IMPERVIOUS LINER DETAIL NOTES: 1. EXCESS AND WASTE CONCRETE SHALL NOT BE WASHED INTO THE STREET OR INTO A DRAINAGE SYSTEM. 2. FOR WASHOUT OF CONCRETE AND MORTAR PRODUCTS, A DESIGNATED CONTAINMENT FACILITY OF SUFFICIENT CAPACITY TO RETAIN 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. CONCRETE WASTE MANAGEMENT NOT TO SCALE ABSORBENT CLEANUP MATERIAL FUEL l `­BERMED CONTAINMENT AREA ...................... ... -- IMPERVIOUS SURFAVCE/LINING XTAIL 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. VEHICLE EQUIPMENT FU_E'LING 2 NOT TO SCALE INLET EDGE 0lf PAVEMENT FLOW SPILL WAY -1f/ _SANDBAGS 1 -BAG HIGH 2 -BAGS HIGH PROTECTION FOR INLET w/DOUBLE FLOW DIRECTION EDGE OF PAVEM=NT - FLOW "'"`""1 -SANDBAGS 1 -BAG HIGH 2 -BAGS HIGH PROTECTION FOR INLET w-/SIN(.,LE FLOW DIRECTION NOTES: 1. INTENDED FOR SHORT-TERM USE. 2. USE TO INHIBIT NON STORM WATE;' FLOW. 3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP 4. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETE 5. NOT APPLICABLE IN AREAS WITH HIGH SILTS AND CLAY WITHOUT FILTER FABRICS, CATCH BASIN/INLET PROTECTION - SPILLWAY JOB No.: ig-8;76 _ DWG NO.: SWPpP Z. 5/09 DRAWN BY Kiv[N CHECKED F;Y: MK`T 1 r1 CT In a ® ,4-. a� \c c� �y CIS 0 M b i • Pw4 c) w W W C. 00 a. 0 �a W JOB No.: ig-8;76 _ DWG NO.: SWPpP _ DATE: 5/09 DRAWN BY Kiv[N CHECKED F;Y: MK`T 1 r1 a w 0 M w 0 0 zliz 4 Q a a" d a O x w . Ll I L 1 -1 ,'\N "E -fib\ \\1 o CN o cy0i \ o�Q�o C,j -I- 2- 03IL �y U a U C)� ui G E C � I CClz o 11 U W Cwi I•� n i U p JOB No.: ig-8;76 _ DWG NO.: SWPpP _ DATE: 5/09 DRAWN BY Kiv[N CHECKED F;Y: MK`T SHEET 9 fimm OF 2 SHEETS