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Home My WebLink About6.9-407F-1 7 -1 7 7 -7 r - A V .d) _.dL. AW -A L 7 -1 7 D -I B 7 F A -.dLJ 9 -4 %__�) -A_ IL 7 7 7 -1, r -1 r 7 r "I r 7 7 r - r F, 0 2 29' 2 7,__j S 0"331 REFINERY AVENUE B AKE R' --'F I E LD CA 93308 0URAD1N'k0_T..1 PERMIT 2("�-40000017 DRAWING INDEX QWG. NUMBER REV. DRAWING TITLE. CAD FILE NO. 352 7 1 -91 -0-27 - D-4035 I TITLE SHEET, DRAWING INDEX & VICINITY MAP CIVIL 35271 -91 -Q -27-D-4035 35271 -91 -A -62-D-4036 1 SITE LOCATION PLAN 35271 -91 -A -62-D-4036 35271 -91 -Q -31-D-4037 1 CONSTRUCTION NOTES - EARTHWORK 35271-1)1-0-31-D-4037 35271-91-0-95-D-4038 1 GRADING PLAN 35271-91-Q-95-D-4038MS 35271-91-0-95-D-4039 1 OVER -EXCAVATION PLAN 35271-91-Q-95-D-4038MS 35271 -91 -Q -95-D-4040 1 DRAINAGE PLAN 35271-91-Q-95-D-4038MS 35271-91-0-95-D-4041 1 GRADING & EXCAVATION SECTIONS 35271-91-0-95-D-403eMS 35271 -9i -Q -80-D-4042 1 EROSION CONTROL PLAN 35271-91-0-95-D-4038MS 35271 -91 -Q -44-D-4043 1 TRENCH LINE DRAIN DETAILS 35271 -91 -Q -44-D-4043 35271 -91 -K -48-D-4044 i FIRE PLAN 35271 -91 -K -48-D-4044 AREA MAP SCALE : NONE PROPERTY / PROJECT INFORMATION ZONING: "M-2" GENERAL MANUFACTURING USE CODE: 3030 — VACANT M-3 ASSESSORS PARCEL NUMBER: 332-280-17 DISTURBED AREA: 0.35 ACRES EXCAVATION QUANTITY: 190 CUBIC YDS. FILL QUANTITY: 115 CUBIC YDS. PROPOSED HOURS OF CONSTRUCTION: 7:00 AM — 5:00 PM PROPOSED CONSTRUCTION START DATE: T.B.D. PROPOSED CONSTRUCTION COMPLETION DATE: T. B. D. PROPOSED CONSTRUCTION DURATION: T. B. D. ANTICIPATED CONSTRUCTION EQUIPMENT: (1) — WHEEL LOADER (CAT. 966C OR EQUIV.) (1) — SOIL COMPACTOR (CAT. 815B OR EQUIV.) (1) — WATER TRUCK (3000 GAL. MIN.) The GRADING PILAN as on thilis drawing is t,erebV appircw'd, sub:cctto any indica-v->d craddl Approval by the Potlic wolrks Departmeni. and Blaii;dirig Department indicates approval only 'a o to desl;,n critena used andcontol to City Staindards, Codes and Oroinances. Engineer for the subdivider or developer shall beespon- siblefor accuracyof calculations for this plan and shall submit acel "as -graded" plan after compietIun of the grading. C, I )(bt Department GRADING C0RRECTI0V,,-.#5e �_l 1-_ Reviewed By: 3 A -Ill JAf�ff n See Attached Sheet(s) []As Noted On Plans F1HCP Fees and/or En Clearance El Bearings and Dist ces Engineer Stam , nd Sign []Submit 2 Prel' inary Soils Reports Address o lans lSitePlan eview Number on Plans L'Permit umber on Plaris 17 L_� Not ite Utilities Approval [IR ining Wall& Walls Over 6' uire Separate Permit ther PERMIT INFORMATION GRADING PERMIT NO.: 22-40000017 BUILDING PERMIT NO.: 22-1086 9/2022 REV I DATE I M.O.C. No. BAKERSFIELD RENEWABLE FUELS, LLC BAKERSFIELD REFINERY 6451 ROSEDALE HWY BAKERSFIELD, CALIFORNIA 93308 DIRECTOR OF OPERATIONS: M. A. DENNIS MOBILE: 661 —426-4738 OFFICE: 661 —742-7624 RE -ISSUED FOR PERM IT/CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED FOR ENGINEER PARSONS 9600 MING AVE., SUITE 310 BAKERSFIELD, CALIFORNIA 93311 JOHN F. HANNA, P.E. MOBILE: 661 —448-6807 JOHN. HANNA@PARSONS. COM A W�ft VIUIINI I T MAr SCALE : NONE KERN COUNTY, CA. GEOTECHNICAL ENGINEER BSK 700 22ND STREET BAKERSFIELD, CALIFORNIA 93301 PH: 661 —327-0671 FAX: 661 —324-4218 NOTE: 1 9600 Ming Ave, Suite 310 Bakersfield CA. 9331:1 -Iful DWR JFH AA 04 %'A CC ILI Lu ;7 Office: 661-699-1:100 DWR JFH AA 09 0 q — U[ ( 0 � 9> M M > En > , . City Records No. VIUIINI I T MAr SCALE : NONE KERN COUNTY, CA. GEOTECHNICAL ENGINEER BSK 700 22ND STREET BAKERSFIELD, CALIFORNIA 93301 PH: 661 —327-0671 FAX: 661 —324-4218 NOTE: ,�?'OFES,S/ P =� F. M HA nil C 71506 ER 12n1l PROJECT SITE IS LOCATED WITHIN AREA OF POTENTIAL H2S GAS CONCENTRATIONS. ALL PERSONNEL; CONTRACTORS AND VISITORS, MUST BE EQUIPPED WITH AN APPROPRIATE MONITORING DEVICE. F� A V �_I F) �:_Nl F --\A/ A F:�I F__ F__H �71 Q ACAD FILE No. 6451 Rosedale Highway, Bakersfield, CA. 93308 1 TITLE SHEET, DRAWING INDEX & VICINITY MAP LOADING RACK — PROPANE, BUTANE, NAPHTHA SCALE PROJECT TITLE Pi NONE BAKERSFIELD RENEWABLE FUELS UNIT NO. AREA NO. I FUNCTION OR EQUIP. NO. DWG. TYPE I SIZE I DRAWING SERIAL NO. SHEET, 35271 91 Q 1 27 D 4035 1 1 r" mono z LE 0 LA �OJECT NO. q, -Iful C, .,z '. , xlllllllllll� 04 %'A CC ILI Lu ;7 Uj JU 09 0 ,�?'OFES,S/ P =� F. M HA nil C 71506 ER 12n1l PROJECT SITE IS LOCATED WITHIN AREA OF POTENTIAL H2S GAS CONCENTRATIONS. ALL PERSONNEL; CONTRACTORS AND VISITORS, MUST BE EQUIPPED WITH AN APPROPRIATE MONITORING DEVICE. F� A V �_I F) �:_Nl F --\A/ A F:�I F__ F__H �71 Q ACAD FILE No. 6451 Rosedale Highway, Bakersfield, CA. 93308 1 TITLE SHEET, DRAWING INDEX & VICINITY MAP LOADING RACK — PROPANE, BUTANE, NAPHTHA SCALE PROJECT TITLE Pi NONE BAKERSFIELD RENEWABLE FUELS UNIT NO. AREA NO. I FUNCTION OR EQUIP. NO. DWG. TYPE I SIZE I DRAWING SERIAL NO. SHEET, 35271 91 Q 1 27 D 4035 1 1 r" mono z LE 0 LA �OJECT NO. q, Full HAGEMAN RD 19 I LEGEND: 17 Will 32 Al 16 15 HAG- 1 14 TTR I, NOR - 21 4 T30S/R27E MIMG AVE GRAPHIC SCALE 2000 0 1000 2000 4000 IN FEET 1 inch = 2000ft. SECTION LINE MID-SECTION LINE PROPERTY BOUNDARY FOR APN 332-280-17 DATUM POINT m I 2 3 ROSEDALE HWY I MWO AVE NOTES: 1. CONTROL POINT DATUM IS TAKEN AT COLUMN LINES 8 AND 8000 B WITH COORDINATES N. 535'-01/2", W. 918'-4". 2. BASELINE ELEV. IS 100'-0" GRAPHIC SCALE 100 0 50 100 200 400 IN FEET 1 inch = 100 ft. F. C= C 71506 Exp 12/31/-4-5 0 SURVEY CONTROL SCHEDULE COORDINATE NAD 83 CALIFORNIA STATE PLANE ZONE 5 COORDINATES LOCAL TRANSLATION (PLANT COORDINATES) REMARKS CONFIRMATION NORTHING EASTING ELEVATION NORTHING EASTING ELEVATION CP -524 2323629.542 6241069.006 397.190 29.822 -273.341 105.578 MAG & TIN IN CURB CP -201 2324145.882 6240690.748 392.723 539.999 -659.905 101.111 1 " IP & PLUG CP -202 2324144.438 6240430.358 390.967 534.347 920.247 99.354 CHISELED "X" IN CONC. F. C= C 71506 Exp 12/31/-4-5 0 SITE PREPARATION AND GRADING PLAN FOR BKRF 1. ESTIMATED CONSTRUCTION QUANTITIES: EXCAVATION (CUT) 190 CU. YDS. FILL 115 CU. YDS. TOTAL AREA DISTURBED — 0.35 ACS. A. EARTHWORK QUANTITIES SHOWN FOR PERMIT PURPOSES ONLY B. CONTRACTOR SHALL CALCULATE THE EARTHWORK QUANTITIES TO THEIR SATISFACTION PRIOR TO START OF CONSTRUCTION OR BIDDING. CONSOLIDATION, LOSSES DUE TO CLEARING OPERATIONS, UTILITY TRENCHES, SUB—GRADE STABILIZATION, OR FACTORS FOR GRADING MEANS AND METHODS ARE NOT INCLUDED AND EARTHWORK QUANTITIES MAY VARY ACCORDING TO THESE FACTORS. 2. EQUIPMENT,... -SERVICES AND MATERIALS BY CONTRACTOR CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND SUPERVISION NECESSARY TO PERFORM THE WORK SHOWN ON THE PLAN WHICH WILL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: A. EXCAVATION, BACKFILL AND COMPACTION; B. WATER FOR MOISTURE CONDITIONING AND DUST CONTROL; C. MEASURES NECESSARY TO PREVENT EROSION AND PONDING; D. ALL SURVEYING ASSOCIATED WITH THIS WORK; 3. EQUIPMENT, SERVICES AND MATERIAL PROVIDED BY COMPANY A. MATERIAL FOR USE AS ENGINEERED FILL; B. ALL SOIL TESTING. 4. CODES AND STANDARDS CONTRACTOR SHALL PERFORM AND COMPLETE CONSTRUCTION IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES, LAWS, ORDINANCES AND REGULATIONS. A. AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM) • D— 1557 MOISTU RE— DENSITY RELATIONSHIP OF SOIL AND SOIL—AGGREGATE MIXTURES USING A 10—LB. HAMMER AND 18—INCH DROP. • D— 1556 DENSITY OF SOIL IN PLACE BY SAND—CONE METHOD. • D-2937 DENSITY OF SOIL IN PLACE BY THE DRIVE CYLINDER METHOD. • D-6938 DENSITY OF SOIL AND SOIL—AGGREGATE MIXTURES IN PLACE BY NUCLEAR METHOD. B. 2019 CALIFORNIA BUILDING CODE. C. "GEOTECHNICAL INVESTIGATION" PREPARED BY BSK ASSOCIATES, DATED JULY 21, 2021. THE GEOTECHNICAL INVESTIGATION (PROJECT: G21 -220-10B), ALL REQUIREMENTS AND RECOMMENDATIONS THEREIN, SHALL BE CONSIDERED PART OF THE CONTRACT DOCUMENTS. 5. GENERAL PROVISIONS REQUIRED OF CONTRACTOR A. CITY OF BAKERSFIELD REQUIREMENTS • PRIOR TO START OF ANY PHASE OF CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. • COMPACTION TEST NOTE — COMPACTION TESTS SHALL BE THE RESPONSIBLY OF THE DEVOLOPER/ SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. • AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY 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. • MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWWALK. • ANY ITEMS IN THE PUBLIC RIGHT—OF—WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADIING AS PER CITY ENGINEER. • UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (811) • ANY PUBLIC FACILITIES IN THE STREET RIGHT—OF—WAY WITHIN THE PROPERTY FRONTAGE WHICH ARE SUBSTANDARD OR DAMAGED WILL REQUIRE RECONSTRUCTION OR REPAIR AS DETERMINED BY THE CITY ENGINEER. • IF THE PROJECT IS SUBJECT TO PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH THE CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009—DWQ AS AMENDED BY ORDER 2010-0014—DWO AND ORDER 2012-0006—DWQ) MUST BE FILLED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPP) BE PREPARED, CONTINOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. B. PROTECTION OF EXISTING FACILITIES • EXISTING COMPANY FACILITIES SHALL BE PROTECTED. IF DAMAGED BY CONTRACTOR, FACILITIES SHALL BE REPAIRED AND/OR RESTORED AT CONTRACTOR'S EXPENSE. • COMPANY RESERVES THE RIGHT TO ENTER THE SITE TO MAKE ANY REPAIRS OR ALTERATIONS TO EXISTING EQUIPMENT. • EXTREME CARE SHOULD BE EXERCISED WHEN EXCAVATING AT THIS SITE. UNDERGROUND UTILITIES ENCOUNTERED DURING EXCAVATION SHALL BE BROUGHT TO THE ATTENTION OF COMPANY REPRESENTATIVE. THESE ITEMS SHALL NOT BE DISTURBED UNTIL INSTRUCTION IS RECEIVED FROM COMPANY REPRESENTATIVE. C. SAFETY • CONTRACTOR SHALL PROVIDE PROTECTIVE EQUIPMENT AND ENSURE THAT THIS EQUIPMENT IS PROPERLY USED WHEN REQUIRED FOR THE SAFETY OF HIS EMPLOYEES. HARD HATS, SAFETY SHOES, AND SAFETY GLASSES WITH SIDE SHIELDS SHALL BE WORN AT ALL TIMES ON THE CONSTRUCTION SITE. • WORK WILL BE PERFORMED ACCORDING TO THE TERMS AND CONDITIONS OF THE CONTRACT AND APPLICABLE STATE AND FEDERAL REGULATIONS. • EXTREME CARE MUST BE EXERCISED WHEN OPERATING ANY EQUIPMENT NEAR OVERHEAD POWER LINES. CONTRACTOR MUST NOT ALLOW ANY EQUIPMENT OR PERSONNEL TO CONTACT ANY OVERHEAD LINE. • EXCAVATING MUST BE ACCOMPLISHED SO AS TO AVOID ALL UNDERGROUND UTILITIES AND 7. LINES. • THE SIZE, NUMBER, LOCATION AND DEPTH OF ANY BURIED UTILITIES SHOWN ON THE PLAN ARE BASED ON THE BEST INFORMATION AVAILABLE; HOWEVER, EXTREME CARE SHOULD BE TAKEN DURING EXCAVATION SINCE LOCATION AND DEPTH ALLOWANCES MAY NOT BE SHOWN ON THE SOURCE PLANS FOR THIS DRAWING. • NO PERSON SHALL ENTER ANY EXCAVATION UNLESS PROTECTED FROM CAVE—INS IN ACCORDANCE WITH THE REQUIREMENTS OF "CFR 29 (OSHA), PART 1926.652 (REQUIREMENTS FOR PROTECTIVE SYSTEMS)" AND "CCR TITLE 8 (CALOSHA) SECTION 1541.1 (REQUIREMENTS FOR PROTECTIVE SYSTEMS)". DESIGN OF THE PROTECTIVE SYSTEM SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. • IN EXCAVATION AREAS IMMEDIATELY ADJACENT TO EXISTING FOUNDATIONS WHERE VERTICAL CUT SIDE SLOPES ARE REQUIRED, EXCAVATION WIDTH SHALL NOT EXCEED 7'. THESE AREAS SHALL BE BACKFILLED AS SOON AS POSSIBLE TO MINIMIZE EXPOSURE OF THE EXISTING FOUNDATION(S). IF THESE AREAS ARE LEFT UNATTENDED AT ANY POINT DURING THE EXCAVATION OR BACKFILL, THE AREA SHALL BE CORDONED OFF WITH CAUTION TAPE AND BARRICADES TO PREVENT UNAUTHORIZED ACCESS. D. INJURIES • CONTRACTOR SHALL IMMEDIATELY NOTIFY COMPANY REPRESENTATIVES OF ANY INJURY OCCURRING ON COMPANY PROPERTY. A WRITTEN REPORT CONCERNING THE INJURY SHALL BE PROVIDED TO COMPANY WITHIN 24 HOURS OF OCCURRENCE OF INJURY. • CONTRACTOR SHALL PROVIDE ALL FIRST AID AND EMERGENCY TREATMENT, AMBULANCE, HOSPITAL SERVICES, ETC. FOR ANY INJURY OCCURRING TO HIS EMPLOYEES ON COMPANY PROPERTY. E. PERSONNEL FACILITIES CONTRACTOR SHALL PROVIDE ALL FACILITIES REQUIRED FOR HIS PERSONNEL. THESE INCLUDE PORTABLE TOILETS, DRINKING WATER,CLEAN—UP FACILITIES, ETC. F. GRADES, LINES, LEVELS AND BENCHMARK REFERENCES • SITE BENCHMARKS ARE PROVIDED TO THE CONTRACTOR. CONTRACTOR WILL BE RESPONSIBLE FOR PROPER ELEVATIONS AND LOCATIONS OF THE WORK AS REFERENCED TO THE BENCHMARKS. • CONTRACTOR SHALL LAYOUT ALL WORK, ESTABLISH MARKERS, STAKES, ETC. AND BE RESPONSIBLE FOR THEIR ACCURACY. COMPANY MAY CHOOSE TO USE AN INDEPENDENT SURVEYOR TO CHECK CONTRACTOR'S WORK. G. COMPANY OPERATION OF EXISTING FACILITIES • COMPANY INTENDS TO OPERATE EXISTING EQUIPMENT AND FACILITIES IN THE VICINITY OF THE CONSTRUCTION SITE DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE HIS WORK WITH COMPANY FIELD OPERATIONS THROUGH COMPANY REPRESENTATIVE. • CONTRACTOR WILL COORDINATE AND FULLY COOPERATE WITH ANY TESTING AGENCY TO ENSURE ALL TESTS ARE COMPLETED AND DOCUMENTED IN A TIMELY AND EFFICIENT MANNER. 6. GRADING AND EXCAVATION - CIVIL A, GENERAL GRADING • ELEVATIONS PRESENTED ON THE DRAWINGS INDICATE FINAL GRADE ELEVATIONS. FINAL GRADED SURFACE SHALL BE SLOPED UNIFORMLY BETWEEN SUCH POINTS AND NATURAL GRADE. • TOLERANCES FROM FINAL GRADE SHALL BE +-0.1 FOOT. IN NO CASE HOWEVER SHOULD FINAL GRADE ALLOW PONDING OR DRAINAGE NOT INDICATED ON THE PLANS. • ALL DEBRIS, VEGETATION, ROCK AND LUMPS GREATER THAN 3 INCHES IN ITS LARGEST DIMENSION AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED AND DISPOSED OF BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE. B. GRADING INSPECTION • PROFESSIONAL INSPECTION OF GRADING OPERATIONS SHALL BE PROVIDED BY THE CIVIL ENGINEER OR SOILS ENGINEER. • CIVIL ENGINEER SHALL INSPECT SITE AT COMPLETION OF ALL GRADING ACTIVITIES. • GRADING OPERATIONS FOR WHICH A PERMIT IS REQUIRED SHALL BE SUBJECT TO INSPECTION BY THE GRADING OFFICIAL. • BUILDING PADS SHALL HAVE A DRAINAGE GRADIENT OF 2 PERCENT TOWARD APPROVED DRAINAGE FACILITIES,UNLESS WAIVED BY THE GRADING OFFICIAL. C. EXCAVATIONS • ALL EXCAVATIONS SHALL BE PERFORMED IN A MANNER TO ASSURE DRAINAGE DURING THE COURSE OF THE WORK. FLOODED EXCAVATIONS SHALL BE DEWATERED AND ALL MUCK REMOVED BEFORE PROCEEDING WITH THE WORK. • AFTER EXCAVATION, SCARIFY THE ENTIRE AREA EXPOSED AS PER SOILS REPORT, MOISTURE CONDITION AND RECOMPACT AS ENGINEERED FILL AND PROOF ROLLED PRIOR TO COMPACTING NEW FILL. • OVER—EXCAVATE EXISTING SOIL IN LOCATIONS WHERE UNSUITABLE MATERIAL EXISTS AS DIRECTED BY THE COMPANY REPRESENTATIVE AND SOIL ENGINEER. BACKFILL WITH ENGINEERED FILL COMPACTED TO A MINIMUM 90% OF MAXIMUM DRY DENSITY AT +2% OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D-1557. • SOILS ENGINEER SHALL INSPECT THE BOTTOM OF EXCAVATION PRIOR TO PLACEMENT OF BACKFILL. FINAL DEPTH OF EXCAVATION TO BE DETERMINED BY SOILS ENGINEER. CIVIL ENGINEER SHALL INSPECT SITE AT COMPLETION OF ALL GRADING ACTIVITIES. • PERMEABLE ENGINEERED FILL FOR THE INFILTRATION AREAS SHALL MEET THE PERMEABLE INFILTRATION RATES OF THE PERMEABLE LAYER SHOWN IN THE GEOTECHNICAL REPORT. FI LLS A. PREPARATION OF GROUND FILL SLOPES SHALL NOT BE CONSTRUCTED ON NATURAL SLOPES STEEPER THAN 1 UNIT VERTICAL IN 2 UNITS HORIZONTAL (50% SLOPE). THE GROUND SURFACE SHALL BE PREPARED TO RECEIVE FILL BY REMOVING VEGETATION, NON—COMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE MATERIALS SCARIFYING TO PROVIDE A BOND WITH THE NEW FILL AND, WHERE SLOPES ARE STEEPER THAN 1 UNIT VERTICAL IN 5 UNITS HORIZONTAL (20% SLOPE) AND THE HEIGHT IS GREATER THAN 5 FEET, BY BENCHING INTO SOUND BEDROCK OR OTHER COMPETENT MATERIAL AS DETERMINED BY THE SOILS ENGINEER. THE BENCH UNDER THE TOE OF A FILL ON A SLOPE STEEPER THAN I UNIT VERTICAL IN 5 UNITS HORIZONTAL (20% SLOPE) SHALL BE AT LEAST 10 FEET WIDE. THE AREA BEYOND THE TOE OF FILL SHALL BE SLOPED FOR SHEET OVERFLOW OR A PAVED DRAIN SHALL BE PROVIDED. WHEN FILL IS TO BE PLACED OVER A CUT, THE BENCH UNDER THE TOE OF FILL SHALL BE AT LEAST 10 FEET WIDE BUT THE CUT SHALL BE MADE BEFORE PLACING THE FILL AND ACCEPTANCE BY THE SOILS ENGINEER OR ENGINEERING GEOLOGIST OR BOTH AS A SUITABLE FOUNDATION FOR FILL. B. FILL MATERIAL & PLACEMENT o FILL MATERIAL SHOULD BE FREE FROM ORGANIC MATTER OR OTHER DELETERIOUS 'SUBSTANCES AND SHOULD NOT CONTAIN ROCKS OR LUMPS OVER 4 INCHES IN GREATEST DIMENSION. NO MORE THAN 50 PERCENT OF THE FILL MATERIAL SHOULD PASS THE NO. there200 SIEVE AND THE MATERIAL SHOULD HAVE A LOW EXPANSION POTENTIAL. AS EVIDENCED BY A PLASTICITY INDEX OF 15 OR LESS OR EXPANSION INDEX OF 20 OR LESS. IMPORT SOIL SHOULD BE NON—EXPANSIVE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE (CBC) SECTION 1803A.5.3 AND SHOULD HAVE LOW POTENTIAL FOR CORROSIVITY AND HIGH RESISTIVITY. THE PH, CHLORIDE CONTENT, AND SULFATE CONTENT OF THE FILL MATERIALS SHOULD NOT BE DELETERIOUS TO THE MATERIALS USED TO CONSTRUCT THE FOUNDATION SYSTEM AND OTHER IMPROVEMENTS (I.E., CONCRETE OR STEEL). CLASS 2 AGGREGATE BASE MAY BE UTILIZED FOR CONSTRUCTION OF ACCESS ROADS OR PADS AND SHOULD CONFORM TO THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS) "STANDARD SPECIFICATIONS" SECTION 26-1.02B. FILL SHOULD BE MOISTURE CONDITIONED AND COMPACTED BETWEEN 0 AND 3 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENTS IN LAYERS THAT DO NOT EXCEED 8—INCH LOOSE LIFTS FOR HEAVY EQUIPMENT COMPACTION.EACH LIFT OF FILL SHOULD BE COMPACTED TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION UNLESS OTHERWISE SPECIFIED. RELATIVE COMPACTION IS DEFINED AS THE RATIO (IN PERCENT) OF THE INPLACE DRY DENSITY TO THE MAXIMUM DRY DENSITY DETERMINED USING THE LATEST VERSION OF ASTM D1557 AS THE COMPACTION STANDARD. CLASS 2 AGGREGATE BASE SHOULD BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 95 PERCENT. • ALL IMPORTED FILL MATERIAL SHALL BE APPROVED BY THE SOIL ENGINEER PRIOR TO PLACEMENT AT THE SITE. • DETRIMENTAL AMOUNTS OF ORGANIC MATERIAL SHALL NOT BE PERMITTED IN FILLS. EXCEPT AS PERMITTED BY THE GRADING OFFICIAL, NO ROCK OR SIMILAR IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 4 INCHES SHALL BE BURIED OR PLACED IN FILLS. • PLACE FILL SOIL IN CONTINUOUS HORIZONTAL LOOSE LIFTS THAT DO NOT EXCEED 8 INCHES FOR HEAVY EQUIPMENT COMPACTION AND 4 INCH IN THICKNESS LOOSE LIFTS FOR HAND HELD EQUIPMENT COMPACTION. DO NOT PLACE FILL UNTIL REMOVAL OF UNSUITABLE MATERIAL HAS BEEN INSPECTED AND APPROVED BY THE SOIL ENGINEER. C. COMPACTION • FILL SHALL BE COMPACTED TO A MINIMUM 90% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557. MOISTURE CONTENT OF COMPACTED FILL SHALL BE 0 AND 3% ABOVE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D-1557. • SOIL USED FOR COMPACTED FILL SHALL CONTAIN NO ROCK OR HARD LUMPS GREATER THAN 4 INCHES IN ITS LARGEST DIMENSION. NO ORGANIC, PERISHABLE, SPONGY OR OTHER IMPROPER MATERIAL SHALL BE USED IN FILLING. • THE SOILS BENEATH FOUNDATIONS SHALL CONSIST OF ENGINEERED FILL COMPACTED TO MINIMUM 90% OF MAXIMUM DENSITY BASED ON ASTM D-1557. • COMPACTION OF THE ENGINEERED PERMEABLE FILL SHALL NOT EXCEED THE REQUIREMENTS NEEDED TO MAINTAIN PERMEABILITY. D. SLOPES THE SLOPE OF FILL SURFACES SHALL BE NO STEEPER THAN IS SAFE FOR THE INTENDED USE. FILL SLOPES SHALL BE NO STEEPER THAN I UNIT VERTICAL IN 2 UNITS HORIZONTAL (50% SLOPE). WHERE EXISTING SLOPES ARE STEEPER THAN 5 HORIZONTAL:l VERTICAL AND THE HEIGHT IS GREATER THAN 5 FEET, THE SURFACE SHALL BE PREPARED FOR FILL BY BENCHING INTO COMPETENT MATERIAL AS DETERMINED BY THE SOILS ENGINEER. 8. DRAINAGE AND TERRACING A. UNLESS OTHERWISE INDICATED ON THE APPROVED GRADING PLAN, DRAINAGE FACILITIES AND TERRACING SHALL CONFORM TO THE PROVISIONS OF THIS SECTION FOR CUT OR FILL SLOPES STEEPER THAN 1 UNIT VERTICAL IN 3 UNITS HORIZONTAL (33.3% SLOPE). B. TERRACES AT LEAST 6 FEET IN WIDTH SHALL BE ESTABLISHED AT NOT MORE THAN 30—FOOT VERTICAL INTERVALS ON ALL CUT OR FILL SLOPES TO CONTROL SURFACE DRAINAGE AND DEBRIS EXCEPT THAT WHERE ONLY ONE TERRACE IS REQUIRED, IT SHALL BE AT MID—HEIGHT. FOR CUT OR FILL SLOPES GREATER THAN 60 FEET AND UP TO 120 FEET IN VERTICAL HEIGHT, ONE TERRACE AT APPROXIMATELY MID—HEIGHT SHALL BE 12 FEET IN WIDTH. 9. EROSION, DUST, AND RUNOFF CONTROL A. EROSION CONTROL MEASURES • THE FACES OF CUT AND FILL SLOPES SHALL BE PREPARED AND MAINTAINED TO CONTROL AGAINST EROSION. THIS CONTROL MAY CONSIST OF EFFECTIVE PLANTING. THE PROTECTION FOR THE SLOPES SHALL BE INSTALLED AS SOON AS PRACTICABLE AND PRIOR TO CALLING FOR FINAL APPROVAL. WHERE CUT SLOPES ARE NOT SUBJECT TO EROSION DUE TO THE EROSION —RESISTANT CHARACTER OF THE MATERIALS, SUCH PROTECTION MAY BE OMITTED. • WHERE REQUIRED, CONTRACTOR SHALL PROVIDE SUFFICIENT EROSION CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO, INSTALLATION OF ENERGY DISSIPATING RIP—RAP, SILT FENCING AND/OR HAY BALES. B. DUST CONTROL MEASURES CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES, WHICH CONSIST OF WATER SPRAYING ALL GRADED AREAS AND ROADWAYS TO ALLEVIATE OR PREVENT DUST NUISANCE. B. RUNOFF CONTROL MEASURES ALL STORMWATER TO BE RETAINED ON SITE DURING CONSTRUCTION. IMPLEMENT RUNOFF CONTROL AS INDICATED ON PLANS AND IN ACCORDANCE WITH LA COUNTY GRADING ORDINANCE. 0 ry m Ln DRAWING LIMITS C pq �4_ 0 —Ln Ln DRAWING LIMITS EXISTING CONTAINMENT 97.00 POWER EXISTING OVERHEAD POWER 1� " EARTHWORK VOLUMES: TOTAL CUT (CU. YDS.) 190 TOTAL FILL* (CU. YDS.) 115 NET (CU. YDS.) CUT 75 INCLUDES SHRINKAGE, EXPANSION & COMPACTION. THE INDICATED VOLUMES ARE BASED ON THE OVER -EXCAVATION REQUIREMENTS SET BY THE SOILS REPORT, ACTUAL VOLUMES MAY VARY DUE TO THE EXISTING UNDERGROUND STRUCTURES. CONTROL POINT SCHEDULE wx CP# NORTHING EASTING ELEV DESCRIPTION 101 -276, 64 383, 29 99, 19 FS - FDN CNR 102 -276, 64 504, 54 99. 11) FS - FDN CNR 103 -286, 64 504. 54 9 9 � 19 FS - FDN CNR 104 -286. 64 383, 29 99� 19 FS - FDN CNR 105 -255� 32 373, 54 9 8, 97 FS - PAD CNR 106 -255, 64 565, 12 99. 34 FS - PAD CNR 107 -307. 64 533. 64 99, 00 FS - PAD CNR 108 -307, 53 373� 54 99, 40 FS - PAD CNR CP 106 O�- V) F- 0 UNDERGROUND FIRE WATER & POT WATER LINES (D e (CP 107- LIGHT COORDINATES LISTED ARE IN THE ESTABLISHED PLANT COORDINATE SYSTEM. ? s, oll�l DFc_'s'qlo " F. H'q CID w C71506 EXP 12/31/a3 c .LEGEND: CONCRETE PAVIII ASHALT PAVING CONTROL POINT NOTE TO SURVEYOR: AFTER SETTING UP ON THE NGS MONUMENT IN THIS AREA PLEASE CHECK THE COORDINATES IN THE COORDINATE CONFIRMATION SCHEDULE. IF THE COORDINATES CANNOT BE CONFIRMED, PLEASE CONTACT PARSONS IMMEDIATELY. NOTE: THIS PLAN GENERATED FROM DRONE SCANS AS PROVIDED BY GLOBAL CEOMATICS, INC. THEIR FILENAME- 21-199 LOADING RACK.RCP, DATED 08/10/21. THIS SURVEY WAS COLLECTED IN THE ESTABLISHED LOCAL PLANT COORDINATE SYSTEM. EXISTING CONTOUR INTERVAL = l' -O" DESIGN GRADE CONTOUR INTERVAL = 0'-6" GRAPHIC SCALE 10' 0 5' 10' 20' IN FEET i"=io'-o" 40' cn II-- < Q:� 1 35271-91 -Q-95-D-4040 0 j_ /Y\ 99.00 EXISTING FENCE LINE 98,00 CD -j- 0 0) cl� Ln ro DRAWING LIMITS 0�_ DRAWING LIMITS I Ili v V L_ I POLE EXISTING CONTAINMENT 97�00 0�_ n,,- — EXISTING OVERHEAD POWER 06 - O�- EXISTING FENCE LI E UNDERGROUND FIRE WATER & POT WATER LINES LIGHT 0 (ID EXISTING CONCRETE SLAB EARTHWORK VOLUMES: TOTAL CUT (CU. YDS.) 190 TOTAL FILL* (CU. YDS.) 115 NET (CU. YDS.) CUT 75 INCLUDES SHRINKAGE, EXPANSION & COMPACTION. THE INDICATED VOLUMES ARE BASED ON THE OVER -EXCAVATION REQUIREMENTS SET BY THE SOILS REPORT, ACTUAL VOLUMES MAY VARY DUE TO THE EXISTING UNDERGROUND STRUCTURES. CONTROL POINT SCHEDULE xx CP# NORTHING EASTING ELEV DESCRIPTION 201 -273, 64 3el. 29 96, 70 EXC - NW CNR 202 -273, 64 507, 54 96. 70 EXC - NE CNR 203 -289, 64 507. 54 9 6. 7 0 EXC - SE CNR 204 -289.64 381, 29 9& 70 EXC - SW CNR COORDINATES LISTED ARE IN THE ESTABLISHED PLANT COORDINATE SYSTEM. FES& F. U. C 71506 m X EXP 12611slo $ * j LEGEND: CONTROL POINT NOTE TO SURVEYOR: AFTER SETTING UP ON THE NGS MONUMENT IN THIS AREA PLEASE CHECK THE COORDINATES IN THE COORDINATE CONFIRMATION SCHEDULE. IF THE COORDINATES CANNOT BE CONFIRMED, PLEASE CONTACT PARSONS IMMEDIATELY. NOTE: THIS PLAN GENERATED FROM DRONE SCANS AS PROVIDED BY GLOBAL GEOMATICS, INC. THEIR FILENAME- 21 -199 LOADING RACK.RCP, DATED 08/10/21. THIS SURVEY WAS COLLECTED IN THE ESTABLISHED LOCAL PLANT COORDINATE SYSTEM. EXISTING CONTOUR INTERVAL = l' -O" DESIGN GRADE CONTOUR INTERVAL = 0'-6" GRAPHIC SCALE lo' 0 5' 10' 20' IN FEET i"=io'-o" me 7\ x POWER POLE 06 - LIGHT /I/ DRAWING LIMITS LIGHT LLJ 0 0�_ 100.00— FW MONITOR 7- EXISTING OVERHEAD POWER 0 F MW 0 N 0 06- 99.00 0 -98.00- L Ll "Z EXISTING -\-96.00- CONTAINMENT CD V) I- 61 ry n (9 / X REFINERY ACCESS GATE 0 0�- 97. Q) 9T LIGHT UNDERGROUND 1 0"o C.S. DRAIN LINE EXISTING OVERHEAD POWER DET. 3 CATCH BASIN SEE DWG, 35271-91-Q-44-4043 DET. I TENCH DRAT -N SEE DWG, 35271-91-0-44-4043 To/ I-oll 06- 72'-0" TRUCK LANE 1E TRENCH DRAIN - \\\\�'�TR E �NC H DRA�l EXISTING 4 :;� — _�N CONCRETE 99.00- 2'- 0 cr 2 SLAB cl CATCH BASIN SKIDS �9 ODORIZER _Yl 01- 71-Y102 �9'@ 72'-0" 48" -0" TRUCK LANE 2- TRENCH DRAIN TRENCH DRAIN\ LIGHT �2- 0"� UNDE RGROUND FIRE POWER L "H CATCH BASIN WATER & POT WATER POLE IG�HT f NEW FIRE -EXISTING CURB WATER MONI OR LINES T -_99 � �DE T\�/.l�_' - I I I cl .00 X -98.00- I TENCH DRAIN EXISTING FENCE LINE EXISTING FENCE LINE.— SEE DWCi,35271-91-Q-44-4043 Ll ) � /___ I V �6 Lo X POWER POWER 0 POLE POLE DRAWING LIMITS I j 0 CK LEGEND: FLOW DIRECTION TRENCH DRAIN ,�,�kQFESS! OA, F. co ci 'u M!l w C 71506 EXP 121r3ll NOTE TO SURVEYOR: AFTER SETTING UP ON THE NGS MONUMENT IN THIS AREA PLEASE CHECK THE COORDINATES IN THE COORDINATE CONFIRMATION SCHEDULE. IF THE COORDINATES CANNOT BE CONFIRMED, PLEASE CONTACT PARSONS IMMEDIATELY. NOTE: THIS PLAN GENERATED FROM DRONE SCANS AS PROVIDED BY GLOBAL GEOMATICS, INC. THEIR FILENAME- 21 -199 LOADING RACK.RCP, DATED 08/10/21. THIS SURVEY WAS COLLECTED IN THE ESTABLISHED LOCAL PLANT COORDINATE SYSTEM. EXISTING CONTOUR INTERVAL = l' -O" DESIGN GRADE CONTOUR INTERVAL = 0'-6" GRAPHIC SCALE 20' 0 10' 20' 40' IN FEET 1"=20'-O" mil 110 108 106 104 102 100 98 96 94 92 PROPOSED PROPANE/BUTANE /— PROPOSED PROPANE/NAPHTHA 0+00 0+10 0+20 0+30 0+40 0+50 110 108 106 104 102 100 98 96 94 92 0+60 0+70 0+80 0+90 1+00 1+10 EXISTING -- - SEE DWG. 35271-91-0-95-D-4038 & 4039 HORZ.SCALE, 1' =10' VERT, SCALE, 1' =5' 1+20 1+30 1+40 1+50 1+60 F— PROPOSED PROPANE/BUTANE FENCE _ i r\U� r\ LUHULrC JFIUMN FUr\ I r\Vl r\ L_ /-\ ivvv� _REFERENCE ONLY - REFERENCE ONLY I KUUK LUAULN SHUWIN - REFERENCE ONLY r UK 1 e HDRAIN FTENC� WG,35271-91-Q-44-4041 I F.G. @ FDN. EL: 99.19 - - o - F.G. @ FDN. FINISHED - -- EXISTING --EL: 99.19' SURFACE _T CONCRETE �lrlrlrI - - 1.3% -0.1% I 2.0% ILI 111 F.G. @ FDN. I -EL: 99.19' - SLOPE 2H:1 V - -- -} - —' OVER -EXCAVATION LIMITS, SEE NOTES 2 TO 5 EXISTING GRADE 0+00 0+10 0+20 0+30 0+40 0+50 110 108 106 104 102 100 98 96 94 92 0+60 0+70 0+80 0+90 1+00 1+10 EXISTING -- - SEE DWG. 35271-91-0-95-D-4038 & 4039 HORZ.SCALE, 1' =10' VERT, SCALE, 1' =5' 1+20 1+30 1+40 1+50 1+60 F— PROPOSED PROPANE/BUTANE FENCE _ PROPOSED PIPE RACK - I KUUK LUAULN SHUWIN - REFERENCE ONLY r UK 1 e HDRAIN FTENC� WG,35271-91-Q-44-4041 - _ I DET, 1 _ TENCH DRAIN SEE DWG, 35271-91-Q-44-4041 ILI 111 F.G. @ FDN. I -EL: 99.19' - EXISTING EXISTING GRADE 1.0% GRADE SLOPE 2H:1 V _ — OVER -EXCAVATION LIMITS, SEE NOTES 2 TO 5 i 0+00 0+10 0+20 0+30 0+40 0+50 108 -- - EXISTING FENCE ___-- 106- ` PROPOSED DET, 3 104 PIPE RACK - -- --- CATCH BASIN " --- SEE DWG,35271-91-0-44-4041 �g uv5� EXISTING FINISHED GRADE - SURFACE 71 1001 96- 00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 w■mmomma-.i 0+60 0+70 SEE DWG, 35271-91-0-95-D-4038 & 4039 HORZ. SCALE: 1'=10' VERT. SCALES 1'=5' -DET, 3- -CATCH --CATCH BASIN -SEE DWG, 35271-91-0-44-4041 10" o C.S. DRAIN PIPE --- ----- ----}---- - - - - - - 110 108 106 104 102 100 98 96 94 92 0+80 0+90 0+97 EXISTING GRADE 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 SEC, C LOOKING WEST SEE DWG. 35271-91-0-95-D-4040 HORZ, SCALE; 1'=10' VERT. SCALE. 1'=5' 1+70 110 108 106 104 SLAB 100 98 96 94 92 1 +Rn i -4-an ?-inn ?+i n 9+74A?? PROPOSED PROPANE/BL TRUCK LOADER & FOUL SHOWN FOR REFERENCE w Or- oW QLu w Q�W � o cn X� W W �oLd = J U W = m3: NOTES: 1. ALL FILL PLACED SHALL BE PLACED AS ENGINEERED FILL COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% OF ASTM D-1557 WITHIN 2% TO 4% ABOVE OPTIMUM MOISTURE CONTENT. 2. SCARIFY AND COMPACT 6" DEEP AT BOTTOM OF EXCAVATION. COMPACT TO 90% OF ASTM D-1557 AT 2% ABOVE OPTIMUM MOISTURE CONTENT. 3. EXISTING SITE DATA REVEALS THAT THERE ARE SEVERAL UNDERGROUND EXISTING CONCRETE FOUNDATIONS AND PADS ROUGHLY AT AN ELEVATIONOF 8 INCHES BELOW FINISH GRADE. CONTRACTOR SHALL PERFORM SOME POTHOLE DRILLING TO IDENTIFY THE EXTENT OF THESE EXISTING STRUCTURES THAT MAY BE ENCOUNTERED DURING EXCAVATION OF THE PROPOSED AREA. THE DASHED LINES INDICATED ON PLAN ARE AN APPROXIMATE OUTLINE OF THESE EXISTING STRUCTURES. 4. BASED UPON THE FIELD EXPLORATION, EXISTING STRUCTURES WITHIN THE PROPOSED AREA AND TO A MINIMUM HORIZONTAL EXTEND OF 3 FEET ALL AROUND THE PERIMETER WILL NEED TO BE REMOVED AND COMPLETELY CLEARED AS NEEDED BELOW FINISH SURFACE TO ACCOMMODATE THE PLACEMENT OF THE NEW FOUNDATIONS. 5. WHERE NEW FOUNDATION IS RESTING PARTIALLY ON EXISTING FOUNDATION AND PARTIALLY ON SOIL/ENGINEERED FILL, THE ENGINEERED FILL SHOULD BE COMPACTED TO 95% OF ASTM D1557 TO REDUCE DIFFERENTIAL SETTLEMENT. ALL EXCAVATIONS AND SUBGRADE SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT FOR FOUNDATION OR BACKFILL. SCALE: N.T.S. SCARIFY AND COMPACT AT BOTTOM OF EXCAVATION, SEE NOTES 2 THROUGH 5, THIS DWG. — 110 -,108 106 1104 LEGEND: 102 CONCRETE PAVING 100 EXISTING —� ASPHALT PAVING SUMP (98 _ 96 ENGINEERED FILL 1+60 1+65 ��QROFESSI F.9 Ix C 71506 m *`F12131123�* \i 1 7 r71 ti ,\ \ TC -2 ------------- _-� REFINERY ACCESS GATE TC -2 DRAWING LIMITS _ H, `I SCALE 100.00 /� .99.00 \ 98.00...- ►T1 EXISTING L 0 CONTAINMENT _97.00 REFINERY ACCESS GATE ✓ (3 (g (D / LIGHT / (s` F <^ — — -SE-1- E-9 — — 'E–g – – -E–g– – – � a I EXISTING OVERHEAD POWER EXISTING OVERHEAD POWER /// O�- WM-1 ` ---------- — _` —_—WM-2 TL � LIGHT _-�� ' �, WM-5 f •71 —Y1 01 - -- ---y SE– LIGHT �I -.98.00 — EXISTING FENCE LINE EC -2 j LAo X EXISTING / / W W �� CONCRETE (n WM–H V) SLAB Wm -9 I 0� L / Z-11 -SE-1---LIGHTSE-1 �`' ��— - SE -1 EXISTING FENCE LINE S EC-2- DRAWING C-2- DRAWING LIMITS TC -1 LIGHT LEGEND: CALIFORNIA STORM WATER QUALITY ASSOCIATION EC -2 PRESERVATION OF EXISTING VEGETATION EC -9 i r EC -10 VELOCITY DISSIPATOR DEVICES EC -11 SLOPE DRAINS SE -1 SILT FENCE SE -3 SEDIMENT TRAPS SE -4 CHECK DAMS SE -5 FIBER ROLLS SE -9 STRAW BALE BARRIER TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT TC -2 STABILIZED CONSTRUCTION ROADWAY WM-1 MATERIAL DELIVERY AND STORAGE WM-3 STOCKPILE MANAGEMENT WM-5 SOLID WASTE MANAGEMENT WM-8 CONCRETE WASTE MANAGEMENT WM-9 SANITARY/SEPTIC WASTE MANAGEMENT EC -1 SCHEDULING WE -1 WIND EROSION CONTROL NS -1 WATER CONSERVATION PRACTICES NS -3 PAVING AN'D GRINDING OPERATIONS NS -8 VEHICLE AND EQUIPMENT CLEANING NS -9 VEHICLE AND EQUIPMENT FUELING REFINERY ACCESS GATE ✓ (3 (g (D / LIGHT / (s` F <^ — — -SE-1- E-9 — — 'E–g – – -E–g– – – � a I EXISTING OVERHEAD POWER EXISTING OVERHEAD POWER /// O�- WM-1 ` ---------- — _` —_—WM-2 TL � LIGHT _-�� ' �, WM-5 f •71 —Y1 01 - -- ---y SE– LIGHT �I -.98.00 — EXISTING FENCE LINE EC -2 j LAo X EXISTING / / W W �� CONCRETE (n WM–H V) SLAB Wm -9 I 0� L / Z-11 -SE-1---LIGHTSE-1 �`' ��— - SE -1 EXISTING FENCE LINE S EC-2- DRAWING C-2- DRAWING LIMITS TC -1 LIGHT LEGEND: CALIFORNIA STORM WATER QUALITY ASSOCIATION EC -2 PRESERVATION OF EXISTING VEGETATION EC -9 EARTH DIKE AND DRAINAGE SWALES EC -10 VELOCITY DISSIPATOR DEVICES EC -11 SLOPE DRAINS SE -1 SILT FENCE SE -3 SEDIMENT TRAPS SE -4 CHECK DAMS SE -5 FIBER ROLLS SE -9 STRAW BALE BARRIER TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT TC -2 STABILIZED CONSTRUCTION ROADWAY WM-1 MATERIAL DELIVERY AND STORAGE WM-3 STOCKPILE MANAGEMENT WM-5 SOLID WASTE MANAGEMENT WM-8 CONCRETE WASTE MANAGEMENT WM-9 SANITARY/SEPTIC WASTE MANAGEMENT EC -1 SCHEDULING WE -1 WIND EROSION CONTROL NS -1 WATER CONSERVATION PRACTICES NS -3 PAVING AN'D GRINDING OPERATIONS NS -8 VEHICLE AND EQUIPMENT CLEANING NS -9 VEHICLE AND EQUIPMENT FUELING NS -10 VEHICLE AND EQUIPMENT MAINTENANCE NS -12 CONCRETE CURING NS -13 CONCRETE FINISHING WM-2 MATERIAL USE WM-4 SPILL PREVENTION AND CONTROL WM-6 HAZARDOUS WASTE MANAGEMENT WM-7 CONTAMINATED SOIL MANAGEMENT NOTES: 1. BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED TO CONTROL EROSION. 2. VEGETATION REMOVAL SHALL NOT PRECEDE SUBSEQUENT GRADING BY MORE THAN 15 DAYS. 3. ALL DISTURBED SURFACES SHALL BE PREPARED AND MAINTAINED TO CONTROL EROSION. 4. EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKDAY. 5. MANY ASPECTS OF THE CONSTRUCTION SEQUENCING ARE YET TO BE DETERMINED. AS SUCH, THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING THE PROPER BMP'S FOR ALL SEQUENCES. QjypFESS,101 q co��i� �N F. NA4r��F,ynz C Lu C 71506 *� EV 12311z3 J*, NOTE TO SURVEYOR: AFTER SETTING UP ON THE NGS MONUMENT IN THIS AREA PLEASE CHECK THE COORDINATES IN THE COORDINATE CONFIRMATION SCHEDULE. IF THE COORDINATES CANNOT BE CONFIRMED, PLEASE CONTACT PARSONS IMMEDIATELY. NOTE: THIS PLAN GENERATED FROM DRONE SCANS AS PROVIDED BY GLOBAL GEOMATICS, INC. THEIR FILENAME- 21 -199 LOADING RACK.RCP, DATED 08/10/21. THIS SURVEY WAS COLLECTED IN THE ESTABLISHED LOCAL PLANT COORDINATE SYSTEM. EXISTING CONTOUR INTERVAL = 1'-0" DESIGN GRADE CONTOUR INTERVAL = 0'-6" GRAPHIC SCALE 30' 0 15' 30' 60' ( IN FEET ) 1"=30'–O" 120 A a THIS DWG. ° ° FRAME AND GRATE LENGTH VAR 1'-4" TO 2'-0" a d ° d G a d dd n 4 d d° CONCRETE BACKFILL � 4 d a - d d ° ° d u ° ° G Ga d c G d ° ° ° d 1 a ° 4° d d G ° d ° 6 0 In T '1 7) r�r nnA--r— VARIABLE LENGTH PRECAST SECTION ` L < d d d Q PAVEMENT SURFACE DET. 1 GRATED TRENCH DRAIN SEE DWG, 35271 -91—Q -95—D-4038 SCALE: N, T. S. :INV V/ -\r CROSS SLOPE ��N G. ° d G ° d nd ° d ° d a a ° d ` ° G 6 1/4" MAX 5" TO 5 1/4" of VAR 4" TO 4 1/4 - VAR /4VAR 1/16" TO 3/16" W I- 0 z w w b0 d a > a4 ° ° d 6 MIN 4 ° d ° ° d CI a d CONCRETE a 8ACKFILLa d ° (SEE'NOTE 8.) d d O d ° CO Q ° d d ° SEC. A SCALE: NONE (SEE NOTE 1) FG ° G ° G a 4 a ° d ° d ° ° d ° pd d °d °4 d ° d 1 m MIN ° a d d ° 4 d ° 44 ° STEEL ANCHORING ROD d ° ° 4 ° d ° d ° d G° d G 6"d MIN,, 4 ° ° ° d d° d ° da ` TRENCH WALL d ° ° 4 ° PRECAST ° 4 g POLYMER ° ° CONCRETE G d ° GRATED LINE DRAIN SECTION SEC, B PRECAST GRATED TRENCH DRAIN WITH NON—INTEGRAL FRAME SCALE: NONE (SEE NOTE 6) GRATED LINE DRAIN SECTIONS VAR 1'-4" f_0_2' — 0 DUCTILE IRON FRAME C THIS C X 05/05/2022 DATE O O O O O O O 0 O O 0 O O O TRENCH LINE DRAIN DETAILS LOADING RACK — PROPANE, BUTANE, NAPHTHA O 0 O O 0 O O 0 O O O 0 O 0 REV UNIT NO. 35271 AREA NO. 91 FUNCTION OR EQUIP. NO. Q DWG. TYPE 44 SIZE D DRAWING SERIAL NO. 4043 SHEET 1 REV. 1 City Records No. O O O O O O O O O 0 0 O O 0 0 O 0 0 O O O O O O O O O O O O O O O O O O STEEL ANCHORING ROD DET, 2 GRATED TRENCH DRAIN FRAME & GRATE SEE DWG. 35271 -91—Q -95—D-4038 SCALE: N, T, S. SCALE: NONE � v w UIV-, 1v LIIVL (SEE NOTE 1) TO SUMP GRATE — PERFORATED, CLASS C, GALVANIZED STEEL (GRATE PATTERN SHOWN IS FOR PRESENTATION ONLY) 10"w KNOCK01'T^� 10"0 DRAIN L 24" DET. 3 CATCH BASIN 750 SEE DWG. 35271 -91—Q -95—D-4038 SCALE: N, T. S, NOTES: 1. PRECAST POLYMER CONCRETE DRAIN SECTIONS, 0.6 PERCENT PRE—SLOPED WITH GRADUATED DEPTHS FROM 4 1/16" TO 11 7/8". 1. NOMINAL DIMENSIONS SHOWN. ALLOWABLE TOLERANCE t2%. 2. FOR PVC TO CMP INLET CONNECTION, FIELD JOINT SEALED WITH A PLIABLE MIXTURE OF SAND, PORTLAND CEMENT AND EMULSIFIED ASPHALT (MIXTURE OF 1 PART PORTLAND CEMENT, 3-5 PARTS SAND AND 1 1/2 PART SSI EMULSIFIED ASPHALT). 3. WITHIN DESIGNATED PEDESTRIAN PATHS OF TRAVEL, THE MAXIMUM GRATE OPENING IN THE DIRECTION OF PEDESTRIAN TRAFFIC SHALL BE 1/2". 4. GRATE PATTERNS MAY VARY FROM DETAIL SHOWN. 5. STEEL ANCHORING RODS NOT USED WHEN FRAME IS INTEGRAL WITH POLYMER CONCRETE GRATED LINE DRAIN SECTION. 6. 3/16" MAXIMUM GAP BETWEEN ADJACENT GRATINGS. 7. PCC BACKFILL — POUR NEAT AGAINST COMPACTED SUBGRADE. 8. POLYCAST 600 PRE SLOPED GRATED LINE DRAIN OR EQUIVALENT (WWW.POLYCASTDRAIN.COM) 4" KNOCKOUT EACH SIDE 6 1/4" SEC, D SCALE: NONE (SEE NOTE 1) 0 05/05/2022 DATE M.O.C. No. RE—ISSUED FOR PERMIT/CONSTRUCTION ISSUED FOR CONSTRUCTION ISSUED FOR DWR DWR o JFH JFH Y � AA AA �j a ;3 PARSONS 9600 Ming Ave, Suite 310 Bakersfield CA. 93311 Office: 661-699-1100 BAKERSFIELD RENEWABLE FUELS 6451 Rosedale Highway, Bakersfield, CA. 93308 ACAD FILE No. zn� TRENCH LINE DRAIN DETAILS LOADING RACK — PROPANE, BUTANE, NAPHTHA Al SCALE 1" 2 0' PROJECT TITLE B A K E R S F I E L_ D RENEWABLE FUELS PROJECT N0. WA -4003-2C A04/19/2022 V -Il REV UNIT NO. 35271 AREA NO. 91 FUNCTION OR EQUIP. NO. Q DWG. TYPE 44 SIZE D DRAWING SERIAL NO. 4043 SHEET 1 REV. 1 City Records No. DRAWING LIMITS ..1 7 w CONTROL I , I� SCALE I _ T EXISTING JGHT (FW MONITOR -- ,�\ 4 V EXISTING fes,. ,�oRR,r -- �,,. �'\ _ ` WIND SOCK - FW N MONITO f _ /' �u c I �y ELEC RACK/MCC Al - — --- EXISTING f CONTAINMENT;' � J Z __-.r__ ._._..P. _mow - --:._ ��,_�. � ��. ��. � LIGHT LJ �uICTINIr nPAIKI I INIF /-- EXISTING OVERHEAD POWER LEGEND: x FIRST AID 4040 EYE WASH <D" FIRE MONITOR (EXISTING) jFIRE EXTINGUISHER ACAD FILE No. FIRE HOSE FIRE HYDRANT (EXISTING) 0 os/os/2o22RE—ISSUED ROUTE OF EVACUATION DWR H2S MONITOR AA FIRE DETECTOR (FIRE EYE) SCALE 1"=20' PROJECT TITLE B A K E R S M E E D RENEWABLE FUELS PROJECT N0. WA -4003-20 04/19/2022 �+r DWR r AA 0 � REV DATE M.O.C. No. ISSUED FOR M = m U > m UNIT NO. 35271 AREA NO. 91 FUNCTION OR EQUIP. NO. K DWG. TYPE 48 _ DRAWING SERIAL NO. 4044 SHEET 1 REV. 1 City Cit Records No. REFINERY ACCESS i ..1 7 w CONTROL I , I� SCALE I _ T EXISTING JGHT (FW MONITOR -- ,�\ 4 V EXISTING fes,. ,�oRR,r -- �,,. �'\ _ ` WIND SOCK - FW N MONITO f _ /' �u c I �y ELEC RACK/MCC Al - — --- EXISTING f CONTAINMENT;' � J Z __-.r__ ._._..P. _mow - --:._ ��,_�. � ��. ��. � LIGHT LJ �uICTINIr nPAIKI I INIF /-- EXISTING OVERHEAD POWER MATERIAL LIST: 1. BUTANE 2.PROPOANE 3. NAPTHA Q Sq/ . GO�k, CC C 71506 T EXP 12131/�3 P Cl NOTE TO SURVEYOR: AFTER SETTING UP ON THE NGS MONUMENT IN THIS AREA PLEASE CHECK THE COORDINATES IN THE COORDINATE CONFIRMATION SCHEDULE. IF THE COORDINATES CANNOT BE CONFIRMED, PLEASE CONTACT PARSONS IMMEDIATELY. NOTE: THIS PLAN GENERATED FROM DRONE SCANS AS PROVIDED BY GLOBAL GEOMATICS, INC. THEIR FILENAME— 21-199 LOADING RACK.RCP, DATED 08/10/21. THIS SURVEY WAS COLLECTED IN THE ESTABLISHED LOCAL PLANT COORDINATE SYSTEM. EXISTING CONTOUR INTERVAL = 1'-0" DESIGN GRADE CONTOUR INTERVAL = 0'-6" GRAPHIC SCALE 30' 0 15' 30' 60' ( IN FEET ) 1"=30'-0" 120 D LEGEND: FIRST AID 4040 EYE WASH <D" FIRE MONITOR (EXISTING) jFIRE EXTINGUISHER ACAD FILE No. FIRE HOSE FIRE HYDRANT (EXISTING) 0 os/os/2o22RE—ISSUED ROUTE OF EVACUATION DWR H2S MONITOR AA FIRE DETECTOR (FIRE EYE) MATERIAL LIST: 1. BUTANE 2.PROPOANE 3. NAPTHA Q Sq/ . GO�k, CC C 71506 T EXP 12131/�3 P Cl NOTE TO SURVEYOR: AFTER SETTING UP ON THE NGS MONUMENT IN THIS AREA PLEASE CHECK THE COORDINATES IN THE COORDINATE CONFIRMATION SCHEDULE. IF THE COORDINATES CANNOT BE CONFIRMED, PLEASE CONTACT PARSONS IMMEDIATELY. NOTE: THIS PLAN GENERATED FROM DRONE SCANS AS PROVIDED BY GLOBAL GEOMATICS, INC. THEIR FILENAME— 21-199 LOADING RACK.RCP, DATED 08/10/21. THIS SURVEY WAS COLLECTED IN THE ESTABLISHED LOCAL PLANT COORDINATE SYSTEM. EXISTING CONTOUR INTERVAL = 1'-0" DESIGN GRADE CONTOUR INTERVAL = 0'-6" GRAPHIC SCALE 30' 0 15' 30' 60' ( IN FEET ) 1"=30'-0" 120 D R■ NS 9600 Ming Ave, Suite 310 Bakersfield CA. 93311 Office: 661-699-1100 BAKERSFIELD RENEWABLE FUELS 6451 Rosedale Highway, Bakersfield, CA. 93308 ACAD FILE No. FIRE PLAN LOADING RACK — PROPANE, BUTANE, NAPHTHA 0 os/os/2o22RE—ISSUED FOR PERMIT/CONSTRUCTION DWR JFH AA SCALE 1"=20' PROJECT TITLE B A K E R S M E E D RENEWABLE FUELS PROJECT N0. WA -4003-20 04/19/2022 ISSUED FOR CONSTRUCTION DWR JFH AA 0 � REV DATE M.O.C. No. ISSUED FOR 3 m � = m U > m UNIT NO. 35271 AREA NO. 91 FUNCTION OR EQUIP. NO. K DWG. TYPE 48 SIZE D DRAWING SERIAL NO. 4044 SHEET 1 REV. 1 City Cit Records No.