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Home My WebLink About5.7-12340GRADING NOTES 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING THERETO (APPENDIX J, C.B.C. CURRENT EDITION) AND SHALL BE SUPERVISED AS ENGINEERED GRADING /N ACCORDANCE WIN CITY OF BAKERSFIELD ORDINANCES 2 THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS SOILS REPORT SPECIFICATIONS AND CODE WITHIN HIS PURVIEW. 3 771E SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED 24 HOURS PRIOR TO PLACING ANY MATERIAL. 4. CONTRACTOR AGREES 7HAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF 7H/S PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY,; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIM17ED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ARCHITECT, AND THE ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP771VG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTON AND VERIFY THE LOCA77ON AND DEPTH OF ALL UNDERGROUND FACILITIES, INCLUDING TELEPHONE ELECTRIC WATER SEWER, OIL AND GAS LINES THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON THE PLAN OR FOR INFORMA77ON OBTAINED FROM OUTSIDE SOURCES. (USA 1-800-642-2444) 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO + OR - 0.10 FOOT IF AN AREA SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPAC77NG AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 7. THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATIONS TO PREVENT THE OCCURRENCE OF A DUST NUISANCE AND SHALL PR07ECT CURBS AND OIHER OBJECTS WHICH ARE TO REMAIN. 8. EXCAVATION - EXCA VA77ON SHALL CONSIST OF ALL £XCA✓A77ON INVOLVED IN GRADING THE PROJECT AS SHOWN ON THE PLANS EXCEPT ANY EXCAVATION SEPARATELY DESIGNATED AND PAID FOR AS A SEPARATE ITEM. 9. EMBANKMENTS - EMBANKMENT CONSTRUCTION SHALL CONSIST OF CONSTRUCTING LOT EMBANKMENTS INCLUDING THE PREPARATION OF AREAS FOR WH/CH THEY ARE TO BE PLACED, THE CONSTRUCTION OF DIKES WITHIN OR OUTSIDE THE CONS7RUC770N AREA, THE PLACING AND COMPACTING OF APPROVED MATERIAL AFTHIN THE CONSTRUCTION AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND THE PLACING AND COMPACTING OF EMBANKMENT MATERIAL /N HOLES FOR THE CONSTRUCTION EMBANKMENTS PREPARING SUB -GRADE AT THE GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE, DOING NECESSARY PLOWING OR BENCHING, IMPORTING OR BORROW, PLACING AND COMPACTING MATERIAL TO THE LINE AND GRADES SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSIDERED AS INCLUDED /N THE CONTRACT PRICE PAID PER CUBIC YARD FOR EXCAVATION AND NO ADD/770NAL COMPENSA77ON WILL BE ALLOWED FOR SUCH 1{ORK. 10. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF 771E STATE OF CALIFORNIA DEPARTMENT Of TRANSPORTATION, CURRENT £D/TON, INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WIN THE NOTES HEREON. IN CASE OF CONFLICT W714 THE STANDARD SPECIFICA77ONS AND ANY NOTES HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED /N LIEU OF SUCH CONFLIC77NG POR77ONS. SAID SPECIFICATIONS SHALL APPLY BUT NOT BE LIMITED TO THE FOLLOWING.• A) ALL CONCRETE SHALL BE CLASS B- AS IN ACCORDANCE WITH SECTION 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. B) ASPHAL77C CONCRETE SHALL BE TYPE -B-, MEDIUM GRADED, 1/2" MAXIMUM AGGREGATE, AND W77MATELY MIXED WITH 5-7R ASPHALT. 11. IN THE EVENT CONSTRUC77ON STAKING BASED ON MCWTOSH & ASSOC/A 7E -S' PLANS DRAWINGS OR 07HER DOCUMENTS /S PERFORMED BY AN07HER FIRM, MUNTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS 12 Mc/NTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED, IN WRITING, BY MC/NTOSH & ASSOCIATES. 13. ALL GRAD/NG SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN, AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORT PREPARED BY BSK ASSOCIATES PROJ. NO. 019-173-108, DATED SEPTEMBER 5, 2019, AND ALL ADDENDUMS THERETO. IN CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS THE MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE 14. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTON, A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOIL ENGINEER. 15. THE SOIL ENGINEER SHALL REVIEW ALL EXCAVATIONS PRIOR TO BACKFILLING AND SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL ENGINEER. 16. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1. 17 ALL SLOPES GREATER THAN THREE FEET IN KR77CAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. 18. IMPORTED FILL MATERIAL - REFER TO THE SITE PREPARATION RECOMMENDATIONS SECTION OF THE SOILS REPORT. 19. CLEARING AND GRUBBING - REFER TO THE S17E PREPARA77ON RECOMMENDATIONS SEC77ON OF THE SOILS REPORT. 20. AREAS TO RECEIVE FILL SHALL BE SCARIFIED UN77L THE SURFACE IS FREE FROM RUTS, HUMMOCKS OR OTHER UNEVEN FEATURES WHICH WOULD TEND TO PREVENT UNIFORM COMPACTION BY THE EQUIPMENT TO BE USED. 21. ENGINEERED FILL - R£FER TO THE S17F PREPARATION RECOMMENDATIONS SEC77ON OF THE SOLS REPORT. 22 QUAN7777ES FOR EARTHWORK: EXCAVA77ON - 14,983 CY EMBANKMENT - 10,945 CY EXPORT - 292 CY INCLUDES OVEREXCAVA77ON OF 7 -ELEVEN PAD ONLY. EXPORT MA 7ER/AL WILL STAY ON SITE & BE USED AS LANDSCAPE FILL MATERIAL OR SPREAD EVENLY ON FUTURE PADS. QUAN7777ES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE AN77CIPATO SHRINKAGE FACT N OR / CASE OF EXCESS OR SHORTAGE THE CONTRACTOR SHALL CONTACT THE ENGINEER SO THAT ADJUSTMENTS MAY BE MADE. 771ET CON7RAC OR SHALL NOT USE MESE QUANTITIES TO BASE HIS B/D ON. 23. BUILDING PAD PREPARATION - REFER TO THE SITE PREPARA77ON RECOMMENDATONS SEC770M OF THE SOLS REPORT 24. PAVEMENT PREPARATION - REFER TO THE SITE PREPARATION RECOMMENDATIONS SEC77ON OF THE SOLS REPORT. 25. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER 7RENCHES OR EXCAVA77ON FIVE (5) FEET OR DEEPER. 26. AT THE IN177AL CONSTRUCTION MEETING PRIOR TO GRADING AC77WTES, ALL CONSTRUCTION WORKERS MUST BE INFORMED AS TO 774E SYMPTOMS OF VALLEY FEVER. 2Z ALL CONSTRUCTION EQUIPMENT SHALL BE TUNED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURE'S SPECIFICA77CNS. 774E WORK CREWS SHALL SHUT OFF CONSTRUCTION EQUIPMENT WHEN NOT IN USE. 28. IF DURING CONSTRUCTION ACIIW77ES OR GROUND DISTURBANCE, CULTURAL RESOURCES ARE UNCOVERED, THE SUBDIVIDER SHALL STOP WORK AND OBTAIN A QUALIFIED ARCHAEOLOGIST FOR FURTHER STUDY. SUBDIVIDER SHALL N077FY THE PROPER AUTHOR177ES AND BE SUBJECT TO ANY 07IGA77ON MEASURES REQUIRED OF THE ARCHAEOLOGIST. 29. ALL DISTURBED AREAS INCLUDING STORAGE PILES WHICH ARE NOT BEING AC77WLY U77UZED FOR CONSTRUCTION PURPOSES SHALL BE EFFEC17VELY STABILIZED OF DUST EMISSIONS USING WATER, CHEMICAL STABILIZER/SUPPRESSANT, COVERED WITH A TARP OR 07HER SUITABLE COVER, OR VEGETATIVE GROUND COVER. 30. ALL ONSITE UNPAVED ROADS AND OFFSITE UNPAVED ACCESS ROADS SHALL BE EFFEC71VELY STABILIZED OF DUST EMISSIONS USING WATER OR CHEMICAL STABILIZER/SUPPRESSANT. 31. ALL LAND CLEARING, GRUBBING SCRAPING, EXCAVATION, LAND LEVELING, GRADING, CUT & FILL, AND DEM0LI77ON ACTIVITIES SHALL BE EFFECTIVELY CON7ROLLED OF FUG/77VE DUST EMISSIONS UTILIZING APPLICA77ON OF WATER BY PRESOAKING. 32. WHEN MATERIALS ARE TRANSPORTED OFFSITE, ALL MATERIAL SHALL BE COVERED, OR EFFEC77VELY WETTED TO LIMIT WS/BLE DUST EMISSIONS AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM THE TOP OF THE CONTAINER SHALL BE MAINTAINED. 3J. ALL OPERA77ONS SHALL LIMIT OR EXPEDITIOUSLY REMOVE THE ACCUMULATION OF MUD OR DIRT FROM ADJACENT PUBLIC STREETS AT THE END OF EACH WORKDAY. (THE USE OF DRY ROTARY BRUSHES IS EXPRESSLY PROHIBITED EXCEPT WHERE PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT THE VISIBLE DUST EMISSIONS USE OF BLOWER DEVICES IS EXPRESSLY FORBIDDEN.) 34. FOLLOWING THE ADD177ON OF MATERIALS TCI, OR REMOVAL OF MATERIALS FROM, 7H£ SURFACE OF OUTDOOR STORAGE PILES, SAID PILES SHALL BE EFFECTIVELY STABILIZED OF FUGITIVE DUST EMISSIONS U77L/ZING SUFFICIENT WATER OR CHEMICAL STAB/LIZER/SUPPRESSANT. 35 WITHIN URBAN AREAS 7RACKOUT SHALL BE IMMEDIATELY REMOVED WHEN /T EXTENDS 50 OR MORE FEET FROM THE 27E AND AT THE END OF EACH WORKDAY. 36. ANY SI7E MT14 150 OR MORE VEHICLE TRIPS PER DAY SHALL PREVENT CARRYOUT AND 7RACKOUT. 3Z ASPHALT -CONCRETE PAVING SHALL COMPLY WITH SAN JOAQU/N VALLEY AIR POLLU77ON CONTROL DISTRICT RULE 4641 AND RESTRICT THE USE OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PA WNG MATERIALS. 36. CEASE GRADING AC77WTES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). 39. LIMIT CONS7RUC77ON-RELATED VEHICLE SPEEDS TO 15 MPH ON ALL UNPAVED AREAS AT THE CONSTRUCTION SI7E 4a WASH OFF CCNS7RUC770N AND HAUL TRUCKS TO MINIMIZE THE REMOVAL OF MUD AND DIRT FROM THE PROJECT SITE. 41. PRIOR TO PLACEMENT OF BACKFILL, EXCAVA7701V BOTTOMS SHOULD BE REVIEWED AND TESTED IN ACCORDANCE WITH THE FOLLOWING PROCEDURES: 1. IN-PLACE DENSITY TESTS SHALL BE PERFORMED. THE RESULTS OF THESE TESTS SHALL BE COMPARED MTHE THE RESULTS OF TUBE DENSI7Y DETERM/NATONS MADE DURING THE PRELIMINARY SOILS INVESTIGATION /N MATERIALS DETERMINED TO BE STABLE BY LABORATORY TE577NG PROCEDURES 2. WHERE TEST RESULTS INDICATE LOWER DENS177ES THAN THOSE DESCRIBED ABOVE EXCAVA77ON SHALL BE MADE DEEPER AS DIRECTED BY THE GEOIECHNICAL ENGINEERS REPRESENTA77W ON THE SITE 3 AT LEAST TWO EXPANSION INDEX TESTS SHOULD BE TAKEN FOR EACH BUILDING PAD TO DETERMINE SOIL EXPANSION POTENTIAL. THE RESULTS OF EXPANSION INDEX TESTS SHALL BE USED TO CATEGORIZE EACH LOT FOR USE WITH THE FOUNDATION PREPARA7701V SCHEDULE" (LOCATED IN THE SOILS REPORT). 4, THE GEOTECHNICAL ENGINEER'S REPRESENTATIVE SHALL BE NOTIFIED AT LEAST ONE (1) WORKING DAY IN ADVANCE OF PLACEMENT OF ENGINEERED FILL ON ANY EXCAVATION BOTTOM. 42. IF THE PROJECT IS SUBJECT TO THE PROWSIONS OF THE NA77ONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A NOTICE OF INTENT- I TO COMPLY 149TH 774E TERMS OF 774E GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION AC71WTY (SWROB ORDER NO. 2009-009-DWO AS AMENDED BY ORDER 2070 -0074 -DWG AND ORDER 2012-0006-DWO) MUST BE FILED W7H STATE WATER RESOURCES CONTROL BOARD /N SACRAMENTO BEFORE THE BEGINNING OF ANY CONSIRUC7701V ACTV7TY. COMPLIANCE W77H THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL C0NS7RUCTI0N HOURS WASTE DISCHARGE IDENTFICATON (WDID) NUMBER 5F75CJ88914 HAS BEEN ISSUED BY 771E STATE WATER RESOURCES BOARD FOR THIS PROJECT. 43. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXIS77NG ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED W77H/N THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PR/OR TO ISSUANCE OF A PERMIT. 44. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (OCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES FOR 774E DURATION OF CONTRACTORS OCCUPANCY OF THE SITE CONTRACTOR IS REQUIRED TO COMPLY W/TH THE PROVISIONS OF SAID PLAN. 45 STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SIVI FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES FOR THE DURA TON OF CONTRACTORS OCCUPANCY OF THE SITE CONTRACTOR IS REQUIRED TO COMPLY WITH 774E PROVISIONS OF SAID PUN. 46. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONS7RUCTON INSPEC7701V SEC77ON SHALL BE GIVEN AT LEAST 24 HOUR NOTICE. THE SECTION MAY BE N077RED AT (661) 326-3049. 47 COMPACTION TEST NOTE COMPAC7701V TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBOWOER/CONTRACTOR. THE NUMBER AND LOCATION OF THE REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 48. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 49. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION (1-800-612-2444). 50. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4: 1, EXCEPT FOR 2 FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2R ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK 51. THE ONSITE CATCH BASINS AND STORM DRAIN SYSTEM SHALL BE MAINTAINED PRIVATELY AND 7HE CITY OF BAKERSFIELD WILL NOT ASSUME RESPONSIBILITY OVER MAINTENANCE. 52 SUMP TO BE CONSTRUCTED PER CITY OF BAKERSFIELD STANDARDS D-11, D-12 & D-13. 53. REFER TO REVISED SOILS REPORT FOR SUMP EXCAVATION. LETTERS TO BE SUBMITTED BY THE SOLS E CONFIRM/NG SUMP CONSTRUCTION &THAT THE SUMP WILL GRAIN WITHIN A 7 7 DAY DAY PERIOD. ✓ GRADING &DRAINAGE PLAN VESTING TENTATIVE PARCEL MAP NO. 12340 3001 PANAMA LANE CITY OF BAKERSFIELD COUNTY OF KERN, STATE OF CALIFORNIA GRADING PERMIT # 19=40000062 WDI D # 5F15C388914 'I I N 8999'37" W (BASIS OF BEARINGS BENCHMARK SET:.-� 191 "gs STORM DRAIN NOTES 1 KEY MAPI - - SCALE: 1"=100' I LIMIT OF DISTURBED AREA THIS AREA TO BE ROUGH(_ - - I COVERED UNDER THIS PERMIT GRADED ONLY PER THE GRADES 100 50 0 100 200 SHOWN ON THE PLAN. DISTURBED AREA: 520,961 SF (11.96 AC) CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. PVC PIPE MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS V44ERE PVC PIPE CONNECTS TO VCP PIPE, USE APPROVED COUPLINGS. INSTALLATON : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I AND II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. REINFORCED CONCRETE PIPE MATERIALS: REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV OR CLASS V WHH WALLS "B" OR "C". RCP SHALL MEET ASTM C 76 FOR STRENGTH, ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS: SHALL BE BELL AND SPIGOT DESIGN WITH A CONTAINED O-RING GASKET. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65-1.068, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITRNG WITH A JOINT DAMAGED OR FLATTENED VALL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED NTH EACH PIECE LAID TRUE TO LINE AND GRADE AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE ROW UNE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WOK IS NOT IN PROGRESS OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING RUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. HDPE PIPE MATERIALS: AASHTO M 252 TYPE S, M 294 TYPE S, OR ASTM F 2306 SMOOTH INTERIOR/ANNULAR EXTERIOR. JOINT MATERIAL: A. RUBBER GASKET 1) ADS N-12 WT BY ADVANCED DRAINAGE SYSTEMS, INC. 2) BLUE SEAL BY HANCOR, INC. 3) SURE-LOK BY RANCOR, INC. B. CORRUGATED COUPLING BANDS (USE THE SAME BRAND AS THE PIPE) 1) HI -Q BY HANCOR, INC. C. PE WRAP 2) ADS N-12 BY ADVANCED DRAINAGE SYSTEMS, INC. INSTALLATION: INSTALL PIPE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION GUIDELINES FOR CULVERT STORM DRAINAGE APPLICATIONS AND AS INDICATED ON THE DRAWINGS. 3. SYSTEM TESTING A VIDEO INSPECTION SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD REQUIREMENTS. 4. WYE FITTINGS SHALL BE INJECTION MOLDED IN-LINE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS. 5. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 6. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION. 7. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-642-2444 8. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN UNES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES ISD MED NECESSARY EE ESE THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. 9. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER AND STORM DRAIN LINES THAT NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTIUTES SHALL BE DAYUGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. 10. ALL SDR35 PVC SEWER AND STORM PIPE SHALL HAVE A MINIMUM OF 2" OF SAND BEDDING AND SHALL BE BACKFILLED WITH SAND TO 6" ABOVE THE TOP OF PIPE. it. ALL ROOF DRAINS SHALL BE SDR35 PVC AT 1% MINIMUM SLOPE. COORDINATE WITH ARCHITECTURAL PLANS FOR PIPE INVERTS AT BUILDING TIE-IN LOCATIONS. The GRADING PLAN as shown on this dmvnng Is fereby approved, suieMtoanyindlcated corrections eradditlons, Approval bythe Public Works Depadmenr an d Buudi ng Department indicates a pp'oval only as to design criteria Used and conformance to City SlantlaMs, Codes and Orainancas. Engineer for the subdivider or developer shall be respon. �i ble for accuracy of ca lculati ons forthis plan and shall submit a cartified "as -graded" plan after completion of the grading. APPIFICIVED BY: _ / , SITE INFORMATION: LOCATION: PANAMA LANE, 0.29 MILES WEST OF HWY 99 APN: 515-010-46 ZONING: C-2 LAND USE: GENERAL COMMERCIAL ACREAGE: 14.26 AC (GROSS) C6 11.60 AC (NET) C7 11.96 AC (DISTURBED) SEWER SERVICE: CITY OF BAKERSFIELD WATER SERVICE: CALIFORNIA WATER SERVICE CO. GAS SERVICE: PACIFIC GAS & ELECTRIC ELECTRICAL SERVICE: PACIFIC GAS & ELECTRIC STORM WATER DISPOSAL: ON-SITE DRAINAGE BASIN PROJECT CONTACTS: OWNER/DEVELOPER SANGERA PROPERTIES, LLC 5600 GASOLINE ALLEY DRIVE BAKERSFIELD, CA. 93313 CONTACT: DAMON CULBERTSON (661)394-1300 ENGINEER: MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 CONTACT: ROGER MCINTOSH PHONE: (661) 834-4814 SOILS ENGINEER: BSK ASSOCIATES 700 22nd ST BAKERSFIELD, CA 93301 CONTACT: ADAM TERRONEZ PHONE: (661) 327-0671 J Kll.�l■1J r.I .��r�� :r�■zayaaHa:T.-laHa�6 PLANNING DEPARTMENT 1715 CHESTER AVENUE BAKERSFIELD, CA 93301 CONTACT: PAUL JOHNSON PHONE: (661) 326-3733 BUILDING DEPARTMENT 1715 CHESTER AVENUE BAKERSFIELD, CA 93301 CONTACT: OSCAR FUENTES PHONE: (661) 326-3676 PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 CONTACT: GEORGE GILLBURG PHONE: (661) 326-3997 FIRE DEPARTMENT 2101 H STREET BAKERSFIELD, CA 93301 CONTACT: ERNIE MEDINA PHONE: (661) 326-3682 WATER RESOURCES DEPARTMENT 1000 BUENA VISTA ROAD BAKERSFIELD, CA 93311 CONTACT: TYLOR HESTER PHONE: (661) 326-3715 SOLID WASTE DEPARTMENT 4101 TRUXTUN AVENUE BAKERSFIELD, CA 93309 CONTACT: JESUS CARRERA PHONE: (661) 326-3114 TOP OF CONCRETE MONUMENT IN LAMPHGXE MARKED 1 17564, LOCATED 350 FEET EAST OF THE CENTERLINE INTERSECTION OF CAST.EFORD STREET AND PANAMA LANE. ELEVATION = 362.82' (U.S.GS. DATUM) BENCHMARK SET: CHISELED "O" ON TOP OF CONCRETE CURB ON THE SOUTH SIDE OF PANAMA LANE LOCATED ±49.73 FEET EAST O THE WEST PROPERTY UNE OF SITE (SHOWN ON PLAN) ELEVATION = 311.62' (U.S.G.S. DATUM) BASIS OF BEARINGS: THE BEARING OF N 8999'3T W SHOWN FOR THE NORTH UNE OF THE NORTHWEST QUARTER OF SECTION 25, T. 30 S., R. 27 E ON K.C.S. FILED MAP NO. 7-1 BOGY( 6, PAGE 27 WAS USED AS THE BASS OF BEARINGS SHOWN HEREON. NOTES: NOT ALL UNDERGROUND UTILITIES OR FACIUTIFS WERE LOCATED BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES NOT SHOWN OR FOR INFORMATION DERIVED FROM ANY OUTSIDE SOURCES. AT&T UNDERGROUND UNES ARE NOT SHOWN SINCE MAPS WERE NOT PROVIDED. ALL EASEMENT INFORMATION SHOWN HEREON IS BASED ON ICOR TITLE COMPANY PREUMINARY TITLE REPORT No. FTKE-3011802545SC DATED MARCH 25, 2019. 1. AN EASEMENT IN FAVOR OF KERN COUNTY LAND COMPANY FOR INCIDENTAL PURPOSES PER IN BOAC 22, PAGE 220 OF DEEDS AND BOOK 80, PAGE 34 OF DEEDS. (THE EXACT LOCATION IS NOT ASCERTAINABLE FROM RECORD) 2. AN EASEMENT IN FAVOR OF PACIFIC GAS & ELECTRIC COMPANY FOR INCIDENTAL PURPOSES PER DOC. No. 0197042133 O.R. (THE EXACT LOCATION IS NOT ASCERTAINABLE FROM RECORD) SHEET INDEX: SHEET NO. TITLE C1 COVER SHEET C2 GRADING PLAN C3 DETAILS C4 DETAILS C5 STORM DRAIN PLAN C6 EROSION CONTROL PLAN C7 EROSION CONTROL PLAN VICINITY MAP NOT TO SCALE REVISION NO. RIECe,VIRD JAN '14 2W CITY OFg XSSFIELD BUILDING DEPARTMENT 1 FF ROAD A17�'PLANZ �' ,7 i6 &1S 14 13 t8� ®®� PA CHECO RO J 20 a ZOS RD 2 23 FA RVIEW ROAD S PANAMA 7 2a 9 oEE z0 m 29 286 27 O rc 0 ¢ E 26 2 SKIN 29 RD. 35 D 0 p 33 P 34 c PU 31 GRE 32 1FIE ,i9 z 3 N CE p Rt {71 12 gg 7 1 6 B 0 W ,D � 0 „p K 0 V BU VICINITY MAP NOT TO SCALE REVISION NO. RIECe,VIRD JAN '14 2W CITY OFg XSSFIELD BUILDING DEPARTMENT 1 FF • Know what's below. 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NCLUDING 8 - I 11 - �,X "All -I I'll \ , I ', 'I" x I a ; - I I ,,,� FUTURE BLDG �&�Y; NO OVEREX ON THIS PAD � 1�\ �b_ z � I Q �1� : , , �" �1, I I LF NO OVEREX I I � 1.20% , , TBEHIND STALLS U I FC 'I, !,�,, I I � I N " , �, "I 11 I - ��: 1, , �l � I :,! , 1: I I " "', I < - � I 1 GO - , , � "" �,, L S ", � ,� � ). -1 � "A \ Z', I -, 1, I W , I - 1, - ,� I ,� , � I Ir", ; < � I I , - - I , I L, , " �, I � I 11 _1 , , - �� . z ----- r 'I 5 --=)----- 2% MAX IN= - 001114,X " , , 111�1 I _,�,',� , --, , _ 3 � //,\, � , I - �, '' , - , I� �� I I : ALL DIRECTIONS. � , , �, R, ,,,, I 'i, � � - LE V; ��, "', 4�, � -\_'j 1 , ;, 1:! �, � 1 1 11 � , 11,11�1 , , , I 0" , , I . 1_ 'I 11 I I I - ,., �',,� " �� 1 , :, - I 'NO OVEREX ON THIS I �� , ; �, .1 " - 7 FAKUL LINE I, I W) I . I I I " I , I " : : , : : : 11'." ",e OG 7�i, � I I D , * - - ;_ A-- --(� N " � I - 'WX 1 'i mqREi11-_-1'1_11� i, �,J' P '),`Lll�,, ,11 ,� W �0 C� 4s , , _J -3611--9 2929 PANAMA LA R � �,� , 1�� I , A% , - , , , , , , � ` � � ,,, � 9 I � _IS_ ] 2,1 6 11 I'll I � I � I 0 - 2 , , I I f,i I t!, tll!e'l �*_ I - 1 ,��- P", �*,�,, L--'- '_ _-I �&N-\\ L ,,,, " 1 : I �,,, " , , , <'j � Z �_ I'll, �01 \\ . " t � ',\17 , \ .., - v- I , / , 03 ,_1 Z. -I I N 4.5;,,' 1'.9 - :` 11 PADE 9LEV = 36' 1 x _1� I 0 - I , 11' " 61, I, I I NO Mi,n 777 1, � , , 1, , � ,�� , . ml- � I I -;4 _ I I\P � � I EA, , , 11 "" I , 1 1. ,.-I , I'll, 11 �, i i \ I ,,� 4, 4�, � i 0 M D� -41 , � , -,mmm- I \ I I . "AP - - I � �111L , - ��7 :� �� , : ,�, ,S4 1 ; " �, , , L- lm� - , - I I i 1�; . . . . . . � I , �11 �, I � :1 , , � , ,�F , I� _ � ,� , ... � : p", -,A 11 �LA I I " , I I , , � ED., � �r 1, I,, U, �_ W I W I y I I I - " , , I I * , 1. ', 4 1 . I / < i \ 1- � 11 /i - U) z -, . I I I _ ... �_"A " I I I FUTURE IMPROVEMENTS BY I I � DETAIL I I I " , I , 1 7 100' I I I I - ,-, - �"- 1� , I 11 1� I " , ,_ r- I , ::� I I/ 6 0 Z, �� I -�� ip " � ,1�: � ��, SEPARATE PERMIT (TYP) THIS SHI 'AD UMIT , " I " . � ,I' ", iii . - C, -1 I �'F ill- "I �_ : , 1�1 kl� x ,,, 0 , L.f--- DOI D � & ,� I I ,� I I � , - _77-7--T - - I 1-11- ... I :,�, �� I � I I I i ,_ I ,�� m m I � ---- ___ �� )!62 __ �4 , / � -,, I "I � I , _ , ,� , / I -1 �, I n I I I ��, r_�;;--,-, -T , " , ,.:I�l ,,� C - M , ,, � �� - I � I r '� , " � +r-0,5� 1� J ", - " , " - � "I ��_ ,,, -,, , I 1, , 1,1\1 m :�!: I, V� I 1, � Rt � ,� 11 � a � , � L .1 I - "', 111�0 0 >- I __1 R� l,,�; �, ',�_____' � "I � L I � L, m ,' ,,%,, �4 I " " : � -1 ', " I � 1. I I l ��Ap_ : I " -, I , / a 11 -1 - ... �1 I , , �D I � �t I � �::i . � , / � 1�`a, � � 11 I � I I � I 0) - �k �� " on, , , - - \' j 1,'�. 0 , I , 1�11; : I 1 F5,1- I . 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I � I 0 I � .. � i I � 11 I I I I 1, - � a, uz L -I , ,�:4�-�,Tt��, 1 1 1 , I - IN,",-- , ; I ED UNEWORK INDICATES % I � - 7-11 M 1�_- , � �-,m�i I., I """.- A OF ?k � - �** 1,1�� , -,, ;%L �, I . 9 < 1W �� (3 � . , KERN DELTA WATER � z � . .1. 14 i- , I - - �, " . (661)834-4656. RE CONSTRUCTIC 1 21 3011 PANAMA LANE I I'll, I . I I , I , Ilit, Lq ��,Hl, 12340 �" " 1, , '_ 11 wx� 11 � ?1`1- Ili 11-11 1'>_�, I � b J C) 0 0 p I i � ____ 19 "I , -- IN % FF=361.40 -1 J� 7 � . 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"�, � � Lf 0) _j '2 . : , I 'IL, MIRE4 �,�s'l _ , I , , / , - I I � - 1 3- 1 , 2A MAX, D.W.S. I � I � �;,,'� ,_ I I!\// I 'J,,Lm � ... � �, W�� ,j , � , I I , , � ___�,_ 1, SLOPE � ! I I -1 � I 11 I I I 'I z] -Raj -, I � I I I 1, I I I �, I?- _j 0. � G I � � , ��,'!)",�" I 11 �_ �� -i �_1111111 - I E� � , I \ ol,� // n ing- ,� I �'�, I , I � - - I I \1 1, I I � x, I I I I N I I o-:,'�, , �11 , , ______� .. � � 4� , I 1, I .>l . - �� _ , � : � �� 11. 'Al �11 �i' 1� I i - , iU_ 6 11� , 1 R �' ' PAD LIMI I , � 4 P�,--, -,;� , I 1", Xj, F�, ,"- , 1 , 1 , - , , I I 37"E 139 70' i X - , �' ,�,_;P_ - , . , - - _7 1 1 1 Z, I IL -C (3 i ; !; SOO'40'23'W 13�00' - I _ AV ,-11 I 11___�.___��-�,�l , "I SED919, - ., - , I ,,, l,- � � � - ��__, & � : >� I I , U - �4 "I , I I ,�:� , " - il. , A I I 1111� I 2__ "t 1,�, ly, I I I, I - -,,,-, ,, 1� - - P,T'� - I �'_ " I , � I '' , i� I 11 'I - I, 11 , I I ,: ;,:-, I 0 , 'L\ Im" '_ , q� , p REQ, VOL, = 1,71 AC. FT. FLOWAGE & DRAIN 1100, � I ______ I � 'GRADE BREAK I I - i I I - z - PRIVATE DRAINAGE BASIN - - - - - - - - - - 1 14� - I - , , A !I, 4 f 5 1 ��, - , � 41 a,,i�,, t 11 9 2:1 MAX I � ROAID-1 v1- = 1�7ii AC, FT EASEMENT BY -. ��-----, �: � �, I , 01,111 � t I � ,� � - I 9. i u c2'�S � ; ! I I m LU Z , - X I " : ------ ____j L - , :' �., I I I , , i , I % � � III. � . - "*A , � " - mr� �_ . I I "" I , �� 41, I il : � ;I I __ , D WS, = 356,8' SEPARATE NO. ! I I i4p,�, N �� - __ I - I , , k _______,� � =i 0 , 1\ I '�11' I � ", , - /, BC,T,T1,%�,1E -,,11111 , , 1 500'40 ... @ I 140 FUTURE IMPROVEMENT �?O,�, l - � - �,L -1 � l . ; "I � , , &I � A , . I < � k , 8 7y� S V. 'M " , :� ! �,,� I � � " II.- < - 11 I � 11 7 �� EPARATE PERMIT (TIP) ( : F. I Al, I c"','i 'r, I - URE IMPROVEMENTS BY _�� -------- I � I I : I � , -X_�: �', , I" � I 11 Ir ,�, ,-� 11 - I __ I I- -, 'I, I � I ,\ I I 1 14�- ,1 _,�', , , SEPARATE PERMIT (TYR) , 7 1, " � - I Z" I I I 11�1 0 M �F� I 11 I 11 I D �E I __� I - �, Ll \1 11 SEE NOTE 53 ON I � ", �r I I'd- - I � I I x � � I ", , I � Al:� ,I � , - I 1-1 , � I - 1, I -, "I i � " 11 I , I I ,, "i"""", � ,; R , I 11 I (9 _j 0 1 1 � i 11 ,� ,�T I x ,,� SHEET C1 REGARDING 2:1 "I I I 11 1 4 �, 11 I I , , , " � ��_ ,:FgT_� I& � 3 I � x I SUMP CONSTRUCTION. si I'll, ;� I TE I AW- � ,X, , I ��, , .�,l � I �� ,-� I I I , I - ____ I I I � I ! ; _ ", I :z LL 1\1 �F - ,sv-W I I I l I �i I 11 11 � 1�i, � 1, K " , , I � ... 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I ': � , � I - n " - �a , " , -_- I - 11 , �- ,� N 8919'37' W , , 7!`k'� , � " , �� 1 I I I I I 'IT I I. 1.111�1 _j liv� . .. -.1., L , , , �,,', ":, 1 " � " '4LI - I � I , I 11 I I 11 "I',", , 111 e I , ,, �', �, � - I I - /\1 , I" �. � i 1 985.131, 1 1 � ,,�, i I , // I I 1 t, / // /I , I I :� I � � I I I I ,,�� I // 11 I : � ,, I I , x I I-- -1 �L �A% ` I ��,�, I - " " , ,"I � I I I � I , , ! i I 11 : I I I I I 11 I 'LFA�,,�,,��' " \ "'l,' ,�', I I � I I � ! , 1� , - ,� " -1 - 1��, , , - ,� I \ ,,1 , , I I � I i: � , , , �_Ai',I - 1�' \ �, \ " ,�,,,, �, I I � I I I : ,! � � " A, , , I , ,� �'), _ I , � , I" I \ -4 " L . , � ,, - ,� - \ I 1!� PL ',I', '' , 1� �, \ � � : I , 4 , I � ,1 , ", , ,- " . �', LEGEND AND ABBREVIATION CONSTRUCTION NOTES: I � , �� i _10AJ6-a PROPOSED GRADE ELEV. -1 1-1 - , , , & CONSTRUCT DRAINAGE BASIN PER CAR. STOS. DETAIL D-11, D-12 & D-13. X, I � , (E) EXISTING TP TOP OF PAVEMENT ,� � _', EXIST. GRADE ELEV. -,- . .... . - --- (E) CURB AND GUTTER PROPOSED 6" CURB ONLY (D INSTALL CHAIN LINK FENCE W/ REDWOOD SLATS PER C.O.B. STD. DETAILS 0-12 & D-13. �� L.S. AREA I . . . . . . - I � �L I T � (N) NEW TO TOP OF GRATE . - -, 0.3159 - DIRECTION AND PERCENT OF SLOPE I _____1_1 I I (E) STORM DRAIN LINE PROPOSED 6" CURB & GUTTER C) INSTALL 6' CURB & GUTTER PER DETAIL 1 ON SHEET C3. 1'� I- , 11, , -1 �D INSTALL 6' CONCRETE CURB PER DETAIL 2 ON SHEET C3. I III, / 8 `� 1, " , -, - - - - - - - CENTERUNE OF STREET - - I @/W BACK OF WALK O/X OVER -EXCAVATION FOR DRAINAGE - (E) SEWER LINE g CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. DETAIL 0-10, . 7P 1 ;, - . � ,1� .1 EP EDGE OF PAVEMENT FF 11 I . , FINISH FLOOR I (E) SURVEY MONUMENT AS DESCRIBED PROPERTY LINE / RIGHT-OF-WAY �D INSTALL 2lX2' GRATED INLET PER DETAIL 11 ON SHEET C3. FL SCALE: 1" , " `." �� / I !* .i � . . TO TOP OF CURB FC FINISH CONCRETE 0 (E) TRAFFIC SIGN I - _____ - � (E) DOMESTIC WATER LINE - -- - -- ____ PROPOSED GRADE BREAK l� CONSTRUCT DRIVE APPROACH PER PLAN & C.O.D. SM. DETAIL ST -4. 0. . . -8 �`� t FIL FLOWUNE G.B. GRADE BREAK � -- (E) GAS LINE ------------------------ �D INSTALL 4' V -GUTTER PER DETAIL 3 ON SHEET C3. I � ;i BUMPER CURB 30' 15' O' 30' 60' CL CENTERLINE FG FINISH GRADE 0 (N) STORM DRAIN MIT - - - - - SAW CUT g PROPOSED HEALY TANK, SEE ARCH. PLANS FOR DETAILS. I ELEV/EL ELEVATION FP FINISH PAVEMENT 0 (N) STORM DRAIN CLEANOUT (E) JOINT UTILITY LINE I . - ME MATCH EXISTING D_ PROPOSED STORM DRAIN LINE (D INSTAL IF V -GUTTER PER DETAIL 3 ON SHEET (LL 0 PROPOSED FUEL TANKS, SEE ARCH. PLANS FOR DETAILS. . I ' 2 � AREA I.S.' 15.33' � - C . -,-- - -_ __ , ____ --- I "I Ii L.S. LANDSCAPING AREA ` AREA SCO SEWER CLEANOUT Rl-1 (N) STOP SIGN (E) ELECTRICAL LINE FUTURE STORM DRAIN LINE . SWR SEWER (D INSTALL V-GUFTFER AT ADA STALL PER DETAIL 4 ON SHEET C3. PROPOSED AIR/WATER DISPENSER. SEE ARCH. PLANS FOR DETAILS. ,1� SEE SEP, PLANS, DWR DOMESTIC WATER RIOO-B(CA) (N) CALIFORNIA DISABLED PARKING TOW -AWAY SIGN I I I . 11. 11.9 .1. FC FINISH CONCRETE FWR FIRE WATER I . "I � - 11 ,_ (E) FIBER OPTIC LINE - -s- PROPOSED SEWER UNE By (D INSTALL REDWOOD HEADER PER DETAIL 5 ON SH 9 I I I�k . . .1 . SD STORM DRAIN � (E) SEWER MANHOLE -- -_ (E) TELEPHONE LINE SEPARATE UTILITY PERMIT SET C3, Ip PROPOSED FUEL CANOPY. SEE ARCH PLANS FOR DETAILS. I � S/W SIDEWALK '1� (E) SEWER CLEAN OUT - 11 �, 1-1-111, (E) OVERHEAD LINE _W_ PROPOSED WATER UNE By �D CONSTRUCT CONCRETE SIDEWALK PER DETAILS 6, 7 & 8 ON SHEET C3. lo PROPOSED FINE RACK. SEE ARCH PLANS FOR DETAILS. �l - . - XFL (E) FLOIAUNE INV� INVERT I " � 4. IV 0�_ L__ _- �1 � t I ��p )_ B ---- - - "�,;, - I _�, 0 W , _��*_at; 11 _14; ___, 7"' ; , �, __ T 8 U - - 'X`_ �mm "� �_ 1-1 I ___ , - -T . �-4--,7Y=5 3 - �-, - -- - ,,- - �--�,�� i -Ar- �_ i- ----- �,4, t , I � " , , � e , !%i 1 P6 1 1 - " � � I I I ; I � I i I I � I , I ! " I _� � I ��, I 11 � 1-1 I �i I i I ; , XFG �E� FINSIHED GRADE R/W RIGHT-OF-WAY lc� (E) TV CABLE BOX SEPARATE UTILFTY PERMIT � �, 9 XFC FINSIHED CONC. I - (E) EDGE OF PAVEMENT - - - - OVEREX LINE �D CONSTRUCT 6' TALL BLOCK WALL PER DETAIL 9 N SHEET C3. I� PROPOSED PAD MOUNTED ELECTRICAL TRANSFORMER W/ BOULARD PROTECTION- .. _ 1. 7% -� XEP (E) EDGE OF PAVEMENT OA ORIGINAL GROUND -- -1 - SEE PG&E PLANS FOR DETAILS. � CONC / W1W WALKWAY � EXISTING WATER VALVE __ __'� __ I (E) CHAIN LINK FENCE PROJECT BOUNDARY (D APPLY STRIPING PER PARKING LOT NOTES DETAIL 12 ON SHEET C3. . 2 / APRON LLI I ------- P M.H. MANHOLE TE TRASH ENCLOSURE ��, EXISTING FIRE HYDRANT 11 p a I -ww) XG (E) GROUND TOG TOP OF CURB I � I I "I (E) BARBED ORE FENCE Ig HEAVY DUTY A.C. PAVING. 4" A.C. OVER 6" CLASS 2 AGr BASE OVER 12" COMPACTED # �.51 � XFP (E) FINISHED PAD U PROPOSED GRATE INLET - I THIS AREA TO BE ROUGH 0 CONSTRUCT CASE *C" CURB RAMP PER DETAIL 17 ON SHEET C3. O.G. TO 95% RELATIVE DENSITY PER ASIM D-1557. -.1 0 �C x 11K I 00 . - __ -k� GRADED ONLY PER THE GRADES . - I&42' SECTIQN DESIGNATION, (D 11EM OF WORK - SEE SCHEDULE (E) JOINT UTILITY TRENCH ��. �K Q OCINSTRUCT CASE 'F- CURB RAMP PER DETAIL 17 ON SHEET C3. LS W 0- (D . ..-I Know what'sbelow. 1- . . . , - PIPE SIZE .11 SHOWN ON THE PLAN. AREA i Call before you dig. NU 04 SECTION LETTE�� -S_ g CONSTRUCT TRASH ENCLOSURE PER DETAILS 18 & 19 ON SHEET C3. U.S. TO 95% RELATIVE DENSITY PER ASTM D-1557. . SWR=SEVIER DW=D0MESPC WAT 0 TEMPORARY ALL WEATHER SURFACING. 6" CLASS 2 AGG. BASE OVER 12' COMPACTED / IF 0 , (k I (b W � I PG&E PAD -SEE ELECTRICAL PLAN UTILITY -1 x () A . .7 1 . , .ER C26- P.C.C. PARKING STALL: 6* PZC, OVER IS' CGEALACTEO' O.C. TO 90% RFLATXE OtfiSOPY - - , - OD A . . I DRN=DRAIN FW=FIRE WATER G CONSTRUCT 3.5" ODE CATCH BASIN PER C.O.S. STD. DETAILS D-14 & 0-17. D TAI L i 3 a TRASH ENCLOSURE G=GAS PER ASIM D-1557. �), k � C4 ) I I� CONSTRUCT STORM DRAIN MANHOLE PER C.O.B. SIG. DETAILS SW -2 & SW -6. (�)_ S ale: 1"=10 - Scale: I"=10 '��, -/ - I � D J� 0 U. SHEET WHERE SECTION IS SHOWN --� q� DOLLARD. SEE ARCH. PLANS FOR DETAILS. � F_ (�Y�� I CITY , RECORDS NO: 0 1 /8„ PARKING LOT NOTES: CURB RAMP, SEE NOTE 7 EXPANSION JOINT AT SIDEWALKS1. BUMPER BLOCKS SHALL BE COMMERCIALLY AVAILABLE PRE -CAST CONCRETE UNIT. TOOLED RADIUS JOINT THE PARKING BUMPER MUST BE 48 INCHES LONGI NOMINALLY 8' WIDE AND 6' HIGH WITH BOTH TW SIDEWALK ISA PARKING SIGN, WHITE ISA CONCRETE WALK, s" LONGITUDINAL COMERS ODN11N)OUSLY CHAMFERED, AND ANCHOR HOLES LOCATED 9 INCHES FROM / SEE NOTE 13 WHERE OCCURS EACH END. MINOR VARIATIONS NCROSS-SECTIONAL DIMENSIONS ARE ACCEPTABLE. SEE NOTES 2 SAND 13 i/ g� R=1/2 A.C. PAVEMENT i ANCHOR DOWELS MUST BE BAR REINFORCEMENT STEEL, COMMERCIALLY AVAILABLE h 94C H DIAMETER, X88°°88 �- WHITE AND 15 INCHES LONG. 2'-0" Min BORDER 0 o UNOBSTRUCTED f-�� NOTES: 2. SWEEP PARKING LOT BEFORE STIBPING AREA N CONCRETE SLAB SEE SEER V(� - 1.Accessible parking spaces serving a particular building droll be 3. USE CHLORINATED RUBBER -ALKYD TYPE, AASHTD M248, TYPE 1 PAINT. APPLY PAINT WITH NOTE 3 NOTE 3 BACKGROUND v located on the shortest accessible route of travel from adjacent , w MECHANICAL EQUIPMENT TO PRODUCE UNIFORM STRAIGHT EDGES APPLY AT MANUFACTURER'S ' BLUE parking to an accessible entrance. In parlring facilities that do v e"W 2 p BASE LINE BORDERS not serve o particular building, accessible parking shall be located O CONTROL JOiNT DETAIL RECOMMEEAED RAZES TO PROVIDE MINIM AA 12 TD 15 NLS DRY THICKNESS. USE WHITE COLOR EOR on the shortest acinaraccessibleuil route of trove a an accessible CUSS 'e' CONCRETE (5 SACK) NORMAL STRIPING AND BLUE DOLOR A7 HANDICAP FACILITES - N.T.S. pedestrian entrance of the parking facility. EXPANSION JOINTS EA 30' - C3 SEE 4" WHITE ISA MARKING V µ; WEAKENED PLANE TTS. EA. 15' 4. PARKING LOT STRIPING SHALL 4 INCHES WIDE NOTE 8 LINE DIAGONALS See Revised Std Plan RSP A24C 2 -One In every six accessible off-street parking atolls, but not POUR ON COMPACTED SUBGRADE AT 3'-0' Max less than one, shall be served by an accessible aisle of 8'-0" r 5. COMPLY WITH ADA REQUIREMENTS FOR HANDICAP STRIPING AND SIGNAGE CENTERS, SEE minimum width and shall be signed von accessible. The EI sign NOTE B DETAIL A ( ) plaque or the R99C (CA) sign. Am I 1 u shall be mounted below the R998 CA 6 CONCRETE CURB SLNT-2 & BACKER ROD 12 ISA MARKING N.T.S. PARKING S7R/PING NOTES AT REAR LIMIT 3.In each parking stall, a curb or parking bumper shill be provided if C3 /� required to prevent encroachment of vehicles over the required C3 N. T.S. OF STALL, SE` width of walkways. Parking stalls shall be so located that persons 1/2" DETAIL A with disabilities ore not compelled to wheel or walk behind parked V 9'-0" Min 9'-0" Min vehicles other than their own. For mare akin bumper requirements, 1 DINT FILLER parking p q see the Special Provisions. �+ 5'-0" Min BETWEEN REGULAR ACCESSIBLE PARKING STALLS 4. Parking spaces and access aides shall be level with surface dopes S. - 24" Z T- ACCESSIBLE Min TO THE RIGHT LL EACH not exceeding land in all directions. VAN ACCESSIBLE PARKING STALL, R=1/2" - SEE NOTES 2 AND 12 5.Toble A shall be used to determine the required number of accessible parking stalls in each g g g A.C. PAVEMENT DOUBLE PARKING STALL - - - < "a P 9 parkin lot or aro e. 6.Where Plaque R996 CA Sin R99C CA or Sin R7 -Bb are installed. ,° SL PE J R99 (CA) DISABLED PARKING aq ( ), g ( ) g a SIGN LOCATED IN FRONT OF the bottom of the sign or plaque panel shall be a minimum of ' -P' " -•-'; CONC SIDEWALK ALL ACCESSIBLE STALLS. 7'-0" above the surrounding surface. p R=1/z" s rn.t- SLAB R• RK�NG 7.Curb ramps shall conform to the details shown on Revised Standard "D b 11 H Pion RSP ARBA. I- M 0 o ONLY UNAUTHORIZED VEHICLES PARKED � - vTo, r8� SIDEWALK EXPANSION JOINT IN DESIGNATED ACCESSIBLE 8 BDe paint, instead of white may be used far ma king accessibility o z Do aisles in areas where wow may cause white markings to not be U Of •F SR (1-1/4! DEPRESSION) MAX COTTER �, 2 pgG, BASE G3 N.T.S SPACES NOT DISPLAYING Visible. O CISITNGUISHING PLACARDS ORz EI CI SLOPE AT A CURS RAMP. SPECIAL LICENSE PLATES ISSUED 9. The Words 'NO PARKING', shall be painted in white letters no less � Q y S VAN R7-8B "VAN ACCESSIBLE` than 1'-0" high and located so that it is visible to traffic LIU U r1 RIM _ - )l AN S�*4 LOCATED IN OF D D (j�� 0� D(T,�I{j.�,��57. F�(. PERSONS WITH DISABILITIES enforcement officials. See Revised Standard Pion RSP A909 for = ro CLP IO ` ` i5 sAex,) •L ACCESSIBLE EACH VAN ACCESSIBLE SPACE. PON � W R I1ll�I1U W ALL BE TOWED AWAY details of the `NO PARKING" pavement marking. ExPMAMw1 JON1s EA 30 I AT THE WED VEHICLES EXPEND w Xo a WEAKENED PLANE JUS, EA. 15' 4' 10.A R1008 (CA) sign shall be posted in a conspicuous place at each p ua N 11 POOR ON COMPACTED SUBGRADE MIT [�%/ SMI) M entrance to off-street parking facilities or immediately adjacent o N 'j O�`1111 11 ""ipm 11 1'I TOTTED YEIiICLE$ to and visible from each stall. The sign shall Include the address N Of 2 " MINIMUM 9"x12" SIGN STATING "MINIMUM YUI L7 11 ONLY IJ NAY BE RECIAIMEO AT where the towed vehicle may be reclaimed and the telephone W m m 6 CONCRETE CURB &GUTTER PROJECT SIDE FINE $250• LOCATED IN FRONT OF (Treem Address) number of the local traffic law enforcement agency. S k C3 N.T.S. i FINE ALL ACCESSIBLE PARKING STALLS SIGN R88 (CA) �� © m S 1 ffi250 p OR BY TELEPHONING ��( 11.Where a single (non -van) accessible parking space Is provided, the jj�� IWIpI�r� (��N��jj (/nO�� (Insert Telephone Number) loading and unloading access aisle shill be on the passenger side of /.5 CONT. BOND REAM Ir �UCIIS L�J250 ACC�$$T{6� the vehicle as the vehicle is going forward into the parking space. , +� (127 FROM THE TOP) �� 4' (6') 1 48` MAX SPACING MU 12 Where l van access o parking space is provided, m the loading N 1 ( ) 2" STEEL PIPE, ROUND ET SIGN R99C (OA) SIGN R ate 0 and unloading access ode eholl be Vehicle wide minimum, and shall SINE $260 SIGN s 2 an Gx8"Xi6° CONCRETE BLOCK SQUARE, SET IN CONCRETE See Note 6 See Note 10 be on the passenger side of the vehicle as the vehicle is going 24" (36') 24" (36`) See Notes 2 and 6 forward into the parking space. GROUT SOLID ALL CAVITIES 13. Accessible Parking ONSign shall be Sign R99C (CA) or Sign R99 (CA) PLAQUE R99B (DA) with Plaque R998 b/ 2•-6" MIN. TO CURB yy a I o (6 CORT.O BOND BEAM SIGN R99 (CA) with PLAQUE R998 (CA) LEGEND (� FROM THE TOP) - See Note 6 OFF-STREET PARKING SIGNS < (41r MAX SPACING) o d " �4 (Parking lot or garage) ISA =International Symbol of Accessibility � '? /4 VERTICAL BAR AT 32" 01 (7'-4' WALL) Sae Note 6 �P t4 VERTICAL BAR AT 24' O.0 (8'-0' WALL) (CENTERED N WALL)ACCESSIBLE PARKING PER I (2e MIN. LAP SPUCE) rl 6N"'it CAL TRANS REVISED STANDARD PLAN RSP A90A SEALANT TO BE APPUED I 141 BAR AT 16' O.C. CJ N.T.S. BY WALL CONTRACTOR (CENTERED N WALL) DOME TOP OF CONIC FTG (24' MIN. LAP BRUCE) NOTES A.C. PAVEMENT 1. CLASS 'B' CONCRETE (5 SACK) EXISTING GROUND ORMN. NOTES: r WEAKENED PLANE JTS. EA. 15' CL 2 AGO. BASE ... •:1 IMAX m 2. DIMENSIONS IN ( ) ARE FOR LANDSCAPNG rPAVEMENT SURFACE 6' WIDE V -GUTTER. • LANDSCAPE 1 A 1. As site canner r dictate. Case la through Case G curb ramps may be 00 FIRST COURSE SHOULD CONSIST-- /5 CONT. BOND SEMI GRAl / - C RETAINING CURB D used for Tamer ,natal) curb similar to those shown ,n not A to OF UNMOR7ARED HEAD ,ATNTS ,I NECESSARY AT EDGE be B. The case of curb ramps used in Detail A do not have to (12" FROM THE TDP FWTNG) VARIES / OF 9DEWALK 1.5R be the some. Case A thrau h Case G curb romps also may be used at 3 V -GUTTER W 1 1 2" DEPRESSION TO AIM f0i DRAINAGE (46° MAX SPACING) _ (8` MN.) l R 0, SIDEWALK TN+ -OX � CONT EDGE mid block locations, as siteconditionsdictate. p y N. T. 2-0 I Mtn S o So OF SIDEWALK 2, If distance from curb to back of sidewalk is too short to CJ) N 4 EA /4 BAR 0 9" D.C. accommodate ramp and 4'-2" platform (landing) as she" n Case A, _7171711 171 ,£,•, di,_';. I I the sidewalk may be deppressed longitudinally as m Case B or C or }4 BAR 0 8' 0.C. SIDEWALK may be widened as in CGas D. 3" ( 7.59< 7.5% v TYP Z . z 3. When rampp is located in center of curb returncrosswalk 10' MIN. 3" CONCRETE COVER g ,I I 6e x Max °� Max x P conflguratlan must be similar to that shown for Detail B. FOR ALL SBM (TIP.) n o RETAINING 2'-6° m n ga TH 4. As site conditions dictate, the retaining curb side and the flaredz 3'X3"X3" CONCRETE BLOCK •ggi side of the Case G romp shall be consWcted in reversed position. o WAIRS SHALL TI USED 70 - � RAMP) 5. If located on a curve, the sides of the ram n d not be parallel. ro PUCE FOOTING REBM P )9e " P w `y. , , . but the minimum width of the ramp shall be 4-2% rr FRONT EDGE SEE NOTE 9 +- m I ,CONCRETE FOOTING OF SIDEWALK O 4" -r -+I E NOTE 9 6. Side dope of romp flares very uniformly from a maximum of 8.0% at 2% MAX, CASE G' '�- A«�1= curb to conform with langltutlinal sidewalk slope adjacent to top of <' MAX' WALL WILL NOT RETAIN. I the ramp, except in Case C and Case F. Ea ^ .I C'' ASEF 7. Transitions from ramps and landing to walks, gutters or streets 9 \ shill be flush Ina lip) and tree of abrupt changes. 111 TTT BLOCK WALL DETAIL C.J N.T.S. r RETNNING CURB 8. Counter dopes of ad11'ooining gutters and road surfaces immediately a Ia CU.�R IF NECESSARY GUTTER adjacent to and within 24 Inches of the curb romp shall not be a FLOWIUNE FL VI TOP OF RAMP steeper than IV: (5.0%). Cutter pan dope sholl not exceed 1" of h 11 NOTE: ASPHALT PAVEMENT \ A -r- 4'-2" I dept for each 2 -0" of wdth. OF "--�� CLASS "B" CONCRETE (5 SACK) j- rl SEE NOTE 8 .'�--`-'--------- ^-- 9. Curb ramps shall have a detectable warning surface that extends WEAKENED PLANE JTS. EA. 15' COMPACTED SUBGRADE ®95R 70 DIA 1.5% Max H- 1.5% Max r� the full width and 3'-0" depth of the romp. A 4'-0" wide detectable SEE 7 5% Max warning Surface may be used on a 4'-2" wide curb ramp. Detectable 13 NOTE 8 SECTION C -C Warning Surfaces shall conform to the requirements In the Standard HC PARKING SPACE SIGN SECTION A -A Specifications. 4 V -GUTTER AT ADA STALLS " C3 N.T.S. 10. Sidewalk and romp thickness, "r, shall be 31/2" minimum. N. T S C" 3 0.45' Min AND 0.47" Max 11. Utility pull boxes, manholes, vaults and dl other utility facilities within the boundaries of the curb rampp will be reloco ed or NAnV£ BACKFILL _ TOP Dia adjusted to grade by the owner prior to, or in Conjunction with, yr COAIPAC7ED TO i 0 0 ® curb ramp construc on. 90.8 RELA77W / 0.9" Min AND 0.92" Max DENSITY FACE OF 6" CURB 13 AOA SIGN, J N 2.3' Min AND 2.4' Max ® ® ® 12. Detectable warning surface may hove to be cut to allow removal of 1- M��qtLIC �pE C3 SEE DETAIL BACK OF B' CURB BASE O,a < CENTER TO CENTER ® ® ® aneRtl corers while maintaining Tuil detectable warning width 1DENMERPTME © cN SPACING C A.C. PAVING i h" COO7NC)BUMPER BLOCK is �D SELECT MATERNAL E ) o .1 RAISED TRUNCATED DOME PATTERN (,IN-LINE) E3 O CGMPACTO DETECTABLE WARNING SURFACE 90RELA77AnvE F7 DENSITY 4" WIDE PAINTED RAISED TRUNCATED DOME See Note 9 7-7 BLUE STR(NG:WHITE STRIPING36. TIP. +' RI 3s" ac. - 17 CURB RAMP DETAILS STRIPING MUST BE C3 N. T. S. a ry EIGHT COLOR IF 4" WIDE PAINTED INSTALLED ON ASPHALT. BUE STRIPING, EXCAVATE TO CLEAR 2 COATS( TIP.) 6" CL E AGG. BASE GEMIN. MIN. PIPE BELL z COMPACTED REDWOOD N O SUBGRADE O 95% p HEADER PIPE O.D. +T2" .p. DWMa ell &0'3'-0' SQUARE SYMBOL me 10.0* 2x2 REDWOOD STAKES OF ACCESSIBILITY; SPACED 0 32" DEC. AND f 0 DRAIN TRENCH DETAIL PAINT (2) WITH COATS WHITE WITHIN 6' FROM END OF N.T.S. (VAN ACCESSIBLE) BEADED REFLECTIVE PAINT DCII SECTION OF HEADER C3 OVER () COATSND BLU \ 5 REDWOOD HEADER BACKNO /) C3 N. T.S. l X PARKING 1 VAR I S 12" HIGH LETTERS, PAINTED WHITE, EQ. EQ. 2 COATS (TYP.) -Typ. TYP. I 9'-0" MIN. 5'-0" 9'-0" MIN. PRECAST STRUC7URE WALL AND FLOOR t4 HANDICAP PARKING SPACE 2' 2' �iw Cg N. T.S. 'ry ' WHITE BLUE SAND BEDDING AND BACKFILL w SCORE WALK COMPACTED TO 95R ASTM 30' O.C. BOTH WAYS D155Z MIN S.E. - 45 PLAN WE 6; THICK CONCRETE APRON 2 DEPRESSION - TAPERED ------ 8 - - ' c8 FROM LEVEL ORA 7E TO MATCH SURROUNDINGS I ELANrn.j• ELAN (TYPJ {N N;) A 4 NOTES S. SDUD WASTE MAY REQUIRE AN ENCLt9FD STRUCTURE AROUND 1. ALL WAN(I NS CONFORM TO THE SECTION A THE STANDARD TATEOF Y z. SPECIFICATIONS DE ENTM N *STANDARD TRANS RTATION% APP, STATE 6 OETACUH.E BN TO BE CONTNNFJRS IF THEY DETERMINE M + PROVIDE HEAVY DUTY MELDED CALIFORNIA,AIJFOA DEPARTMENT OF iRMSPORTAWON'. APPROVED CURPENT --{ I -t"-2" SPACE STEEL GRATE e ° EDITION AND THE FOLLOWING GENERAL NOTER lkiDi0.05cD ON m BE INSKAi1LY. x 1 1 1 9. THE MN ENCLOSURE MAY BE CONSTRUCTED OF CONCRETE BLDG( I i.T 2 SUBGRADE PREPAMIION SHALL BE CM5IRIICIFD TRUE i0 GRADEAND PER DETAIL CIA THIS STANDARD. MANI FENCE PER STANDARD VARIES _ e,� a _. OF &0 O(0./5m} OU,. NTH COMPACTION OF 90% TO A DEPTH D-12 OR DIM MA780L EJECT TO RE SD ID WAS�EMA APPROVE DESIGN STALL 9E PAST -SEE LGATE L�BETA12 KNOCKOUTS D=1 3 H / CONCRETE POST FOOTING PR�VC7 dMEAIy'GWS GRATEB ARBJ�R1-1 A B C HA. MF2DEp CONCRETE BLOCK CAP 6.0° NSTALL A DETACHABLE MN -COX OF SUFFICIESOUNDWASTE In PROVNE ANDTD FROM W J Lu - t - 014 BAR CONT. TYPICAL I 3" SCUARE METAL TUBE SET IN CONCRETE NOT ATTACHED ( ) -T , a W E C z� 3 UPI Y' 2' 4° !M-nplB U2J Y' 2' B' H)2J-71NND UJY Y J B' tl31-]THRID JLu __.. ._ - . CONCRETE POST FOOTING 6"%8'X18" CONCRETE BLOCK WALL FODBNG I 1 1 R• Goin 1 I s 092 J' 4' B" f/51-71NN0 STANDARD REFUSE N.T.S. Call before you dig. (� FILL ALL CELLS Wim DROUr C3 N. T. 5. IN TERNA 77ONA L SYMBOL OF ACCESSIBILITY (!SA) CLEAR OPENING STANDARD REFUSE (� " W C3 N•T.S. w y4 BAR CONT TYPICAL C3 NTs i/i6" PER FOOT MIN. UNE 2' ,NW Y/ 1/8" PER FOOT MAX. S R p ="1 #4 BARS 0 32" 0/C n B t/2' RADIUS IT5' WIDE WOR W r < a PAVED .� ENCI.09URE) q�q J BUMPER CURB WTH 1/2" SURFACE a RADIUS CORNERS (TYPICAL) Q � 6.0' F CLASS "8" P.C.C. 6.0" W O 2 - f4 BARS m t1 - 'm CANE BOLT AND HOLT OPTIONAL UNLESS REQIRED TYPICAL SECS Y� YAW H BY SCID WASTE n IN PAMNG TO HOLD CONCRETE fiLnnK WAS GATE POST -SEE --�6" TAI 20 MATCH SURROUNDINGS I ELANrn.j• ELAN (TYPJ {N N;) A 4 NOTES S. SDUD WASTE MAY REQUIRE AN ENCLt9FD STRUCTURE AROUND 1. ALL WAN(I NS CONFORM TO THE SECTION A THE STANDARD TATEOF Y z. SPECIFICATIONS DE ENTM N *STANDARD TRANS RTATION% APP, STATE 6 OETACUH.E BN TO BE CONTNNFJRS IF THEY DETERMINE M + PROVIDE HEAVY DUTY MELDED CALIFORNIA,AIJFOA DEPARTMENT OF iRMSPORTAWON'. APPROVED CURPENT --{ I -t"-2" SPACE STEEL GRATE e ° EDITION AND THE FOLLOWING GENERAL NOTER lkiDi0.05cD ON m BE INSKAi1LY. x 1 1 1 9. THE MN ENCLOSURE MAY BE CONSTRUCTED OF CONCRETE BLDG( I i.T 2 SUBGRADE PREPAMIION SHALL BE CM5IRIICIFD TRUE i0 GRADEAND PER DETAIL CIA THIS STANDARD. MANI FENCE PER STANDARD VARIES _ e,� a _. OF &0 O(0./5m} OU,. NTH COMPACTION OF 90% TO A DEPTH D-12 OR DIM MA780L EJECT TO RE SD ID WAS�EMA APPROVE DESIGN STALL 9E SLOPE I/4" PER FT. MAX • •• " ' T x, `i/ ploa;wr s . �� KNOCKOUTS D=1 3 H / CONCRETE POST FOOTING PR�VC7 dMEAIy'GWS GRATEB ARBJ�R1-1 A B C HA. MF2DEp CONCRETE BLOCK CAP _ -. NSTALL A DETACHABLE MN -COX OF SUFFICIESOUNDWASTE In PROVNE ANDTD FROM W J Lu - t - 014 BAR CONT. TYPICAL I 3" SCUARE METAL TUBE SET IN CONCRETE NOT ATTACHED ( ) -T , a W E C z� 3 UPI Y' 2' 4° !M-nplB U2J Y' 2' B' H)2J-71NND UJY Y J B' tl31-]THRID JLu __.. ._ - . CONCRETE POST FOOTING 6"%8'X18" CONCRETE BLOCK WALL FODBNG I 1 1 R• Goin 1 I 1 092 J' 4' B" f/51-71NN0 STANDARD REFUSE N.T.S. Call before you dig. (� FILL ALL CELLS Wim DROUr C3 N. T. 5. IN TERNA 77ONA L SYMBOL OF ACCESSIBILITY (!SA) CLEAR OPENING STANDARD REFUSE (� " W C3 N•T.S. y4 BAR CONT TYPICAL C3 NTs 19 CONTAINER GATE UNE 2' ,NW Y/ C3 N. T. S. M R p ="1 #4 BARS 0 32" 0/C n B t/2' RADIUS IT5' WIDE WOR W r < a PAVED .� ENCI.09URE) J W SURFACE Q � F CLASS "8" P.C.C. W O 2 - f4 BARS m 'm CANE BOLT AND HOLT TYPICAL SECS Y� YAW H IN PAMNG TO HOLD CONCRETE fiLnnK WAS GATES OPEN NTS. (TYPICAL) t 3' SQUARE MET& TALE SET IN CONCRETE 0 J GREASE BARREL ENCLOSURE CPTMAL UNLESS REQUIRED BY SOLID WASTE I �n MATCH SURROUNDINGS I ELANrn.j• ELAN (TYPJ {N N;) A 4 NOTES S. SDUD WASTE MAY REQUIRE AN ENCLt9FD STRUCTURE AROUND 1. ALL WAN(I NS CONFORM TO THE SECTION A THE STANDARD TATEOF Y z. SPECIFICATIONS DE ENTM N *STANDARD TRANS RTATION% APP, STATE 6 OETACUH.E BN TO BE CONTNNFJRS IF THEY DETERMINE M + PROVIDE HEAVY DUTY MELDED CALIFORNIA,AIJFOA DEPARTMENT OF iRMSPORTAWON'. APPROVED CURPENT --{ I -t"-2" SPACE STEEL GRATE e ° EDITION AND THE FOLLOWING GENERAL NOTER lkiDi0.05cD ON m BE INSKAi1LY. x 1 1 1 9. THE MN ENCLOSURE MAY BE CONSTRUCTED OF CONCRETE BLDG( I i.T 2 SUBGRADE PREPAMIION SHALL BE CM5IRIICIFD TRUE i0 GRADEAND PER DETAIL CIA THIS STANDARD. MANI FENCE PER STANDARD VARIES _ e,� a _. OF &0 O(0./5m} OU,. NTH COMPACTION OF 90% TO A DEPTH D-12 OR DIM MA780L EJECT TO RE SD ID WAS�EMA APPROVE DESIGN STALL 9E SLOPE I/4" PER FT. MAX • •• " ' T x, `i/ ploa;wr s . �� KNOCKOUTS D=1 3 H / CONCRETE POST FOOTING PR�VC7 dMEAIy'GWS GRATEB ARBJ�R1-1 A B C HA. MF2DEp _ -. NSTALL A DETACHABLE MN -COX OF SUFFICIESOUNDWASTE In PROVNE ANDTD FROM W .. ..u,GDI SNALw G ..,.uu n AND n".c " MUBP °c„zu. l.um wnerc 'Pix, anew et cuAmN:lru u a.0 Casa) ( ) $E __). TONG( CONCIREIE WITH AN INTEGRAL CONCRETE BUMPER GAiB ON 2B' BSmm arM S.S' (0.1Hn .INE SURFACE SHAG LE FSMOOT 10 GRADE ANO pt055 C WITH A BOAT, TROWELED SMCOTH, THREE SIDES AT LEAST BO' (Q2rn) M HEICNT AND 8.0' (0.13m) M AND RNISED MIM A BROOM. WDIH, ELME MINNUM PAD W OTO INSIDE1.8 FACE P MMIPER THECURBS1 4. CONCRETE %ME BE DAM WITH A CONTE-RDMBAED CUPoNC SHALL M: DGHi 6tl x 6.0' (24m x T.Bm). THE PADS AND THE 10.0' COMPOUND OOMPLWNO TO SUDDEN 90-7.018 OF WE STANDARD (BUSY) WE AREA IN FRONT OF NDA SHALL SLOPE AWAY FROM THE SPECIFICATIONS. REM BUMPER CURB AT BETWEEN ONE -SIXTEENTH (0.0825) AND ONE -EIGHT (0.125) INCH PER FOOT. (2mm and Smm per 0.10) S. CONCRETE SHALL CONTAIN ROD AW M mFae PRIOR WRITTEN APPROVAL B MANED FROM THE GIN EN6NEER 11' WERE THERE SIS A ALLEY S. IF MY PLACE. PREMISES OR USE OF PROPERTY ACLMUUM OR EEACFD ADJACENT To E REFUSE WALL - t - CAPACITY TO HOLD ACCULTURATED REFUSE 13. SEE DETAL Si -20 FOR DATE DET" 7. DETACHABLE BIN REFUSE CONTAINERS SHAAL BE PLACED ON A sum WASTE PRIOR To OUNBmU M. I 3" SCUARE METAL TUBE SET IN CONCRETE NOT ATTACHED ( ) -T , a W E C z� 3 UPI Y' 2' 4° !M-nplB U2J Y' 2' B' H)2J-71NND UJY Y J B' tl31-]THRID UJB 2' 4' 5- 0.ie-71Mm __.. ._ - . CONCRETE POST FOOTING _ WALL FODBNG I 1 1 R• Goin 1 I 1 092 J' 4' B" f/51-71NN0 STANDARD REFUSE N.T.S. Call before you dig. (� -- STANDARD CURB &COTTER `i/ - -"'- 2'-8 1 2" GENERATES SJFPK:ENT REFUSE TO REQUIRE MORE THAN FOUR 12 MY Cfl1ARCHS FROM THIS STANDARD MUST BE APPROVED BY THE SO CONTAINERS, FIFE SCUD WASTE MAY REQUIRE OCCUPANT Sd. C PRIOR OHSIRUC110N. D=1 3 H / CONCRETE POST FOOTING (A NSTALL A DETACHABLE MN -COX OF SUFFICIESOUNDWASTE In PROVNE ANDTD FROM W 1. SLOPE IS 11V PER FOOT FROM TOP OF CURB TO PROPERTY UNE _ '- " CAPACITY TO HOLD ACCULTURATED REFUSE 13. SEE DETAL Si -20 FOR DATE DET" 7. DETACHABLE BIN REFUSE CONTAINERS SHAAL BE PLACED ON A sum WASTE PRIOR To OUNBmU M. TYPICAL SECTION WITH Know what's below. 1E01M 2 2. CONCRETE FOR SIDEWALK SHALL BE CLASS B (5 SACKS PER W. YDJ CONCRETE REFUSE CONTAINER PAD AT DUDE LEVEL CONCRETE POST FOOTING 3. EXPANSION DINTS WELL BE EVERY 30' OR AS INSTRUCTED BY ENGINEER t t GRA HED INLET CATCH BASiN A (WHITE) =9 ff' A (BLUE) =14 ft° STANDARD REFUSE N.T.S. Call before you dig. (� 6 SIDEWALK C3 N. T. 5. IN TERNA 77ONA L SYMBOL OF ACCESSIBILITY (!SA) 18 CONTAINER PAD STANDARD REFUSE (� " C3 N•T.S. 15 ( � MARKING PER CALTRANS 2018 STD° PLAN A24C C3 NTs 19 CONTAINER GATE C3 N. T. S C3 N. T. S. M CITY RECORDS NO: fees, Alcoff at sheet canoe shd owb m to the regrxeaJaals �alSr 47 ��6.a' (L&n) doh-IwW lance with rdwmd gpts(t&al Boa,-rsrk Irate NM r Sm 12.06m) Alit, 15' T4 (4) �4.� 12' (afim) lAl,. jai )1th.� (36m1. heA See stardad [-I4 64m i0' (Jlm) Ism We EDEa>rp. 8.0,(amo) tmaeta 12, (JOmMh ) rat th'wway to hence lace 167.Tea A ST -4 canoed a d e Wreath At B{N or 10' Gorr) Alka boor 60' Im graded AMMee (didew' is yeohr) Construct 6.0' (L&n) high chap -lank R73' x 40' x 40' Ano lance *Hh redwood gals at property o ` Me makes aMKwiee aPproed by An Lowest Mat Vttd akwMn - QYy£ngnar; Gather flowoe aptrowd assent edAw. g '"-Degyt Xbhr Slrfa(36m+J I T}�1.0.�a� r &#ft mr 60' ltoa: �hg (a2m) GNamd e pass 3 > P(Os petkt Skahu4 Rat ; ..: Sr_ held 0-11J x toozzow; mud mamba of whom Moped k obldw hem Me all EarllwNwn &he aro' w,* gain la hewe SECTION A -A to be detamMed h Me Edd •�„ by as City . ZW*.9 1. Ail walk shown shelf amtmm to the gpfmatle sathns of Me axrent Gate n88ed Sfandord SPairw'OIANn State of Cdff * owwala and Trau- palotin Age eey, Depafn,-f of Trmepmtoam, appmmd current witan. 2 Dhwoge bash shelf be o mmknum of she buiAMA& lot bmthg an a sleet and hating a shaom ad bw.otln acceptable to the City Enghee: J. Latdsttyed parked &WW Dwues who not be gowrrred by Me's steadied 4 Any htdmedebe beach if piprawQ mast be 1.0' (a3•n) Metwum W/A Sfde sbpes shd not www 2t. 5 Generate Ads =low? no aahm meas poor W?tw ppmwel is abfarad lean Me City &sown 6. Concrete shad be cad with a white piyanbed =41 amWcnd amyVymg to .satin 90-7018 at the Standmi *01*1)tim5 7. No Plow bah Bae be plod h Me sbecba.. 8 Owh-•ti&• teem and gain or M;ff AM carkrm to the apaRkatkas show standard dmwhgs D-12 ad D -LJ 9. AN new daMdi, bashes within /dram shot be $WW Hth a la wrranant stadat such as Hywe A. or q;pawd wVQt AMM*wkn rote is 25 Msyarn, (2,3§0gi A redosento6w of Me rota deportment &W be an eke X the One of gewftbkn. to Ba%M cvga#y gal coo an, to PuMk Perks ow elo at Design PWl;r fa^ Manage. It. Slee standard D-11 for tmWary dalsng, Moak Namd 60' Im oftold a0' tan R73' x 40' x 40' Ano mama 6.D'(1.&m (Scrap x 10thra x roam) Jg• Tra tleortetim A9wRe Apa bmaet of Traupertatkn", CRCA aptrowd assent edAw. g GNbmar mr 2Q' �hg (agn GNamd bo atm so fa.rXr1-�...,. aaaed got m ed after kboashc r. to'(aJ•n iomn) Lo'(aJ>,) whom Moped k obldw hem Me all EarllwNwn 20' 5 Caeaehe shah be coed wi0s a white prcpaaeted ,wc aAwc •�„ Rata._.-- Me standard spa ifrt Mens (3anm) VdkY ,.�•-� LAI,Lines 7. Saw standiNd D-9 lav danags bosh shobwa, a5' Dia (15n%) bas the side shall be curved in the direction 12. Concrete pod shall not be poured PLAN 2o'7c&ri) 5. All RAN channels sholl be smooth finished ZO,yadOl. with o steel !rows'. The shelf shall be and cover shelf be 0.725'to 0.25°below new Type A Catch Basin Grade Soa troweled smooth, edged and given o light 7kae A & AP Catch Basin ott Grade + 10'(425n) - ore required on al1 plastic pipes entering t� A constructed outside of paved areas designations: "DRAIN" or "SEWER". shall be left 6.0°higher than adjacent A grace surrouochernded by o 6.0'x sco/n and grade rings shall conform to the owed C 4.0'(L2m) Ord 4d 14. Immediately alter finishing concrete pod, A'amd 6D' t.@r ��"- nub JO' Absrd (� 20 (Ofm) GRdD. `Mord 20 (k&a) / I JJ 1 sholl be filled with 9fent Sect y2'or aI EL�o (0-W I Qxnh9 (a9m) �J, r -R.., i � i4 i♦i r ,,. trimmed of excess joint sealant, mortared flush 15. For drop connections to manhole, see with inside wall and wiped smooth. Standard Detoil SW -3. 9. All manholesshafting, s o ging, grade rings, and 16. For manhole frame and cover bases for sewer bolo n18' diameter requirements, requirements, see Standard Detail SW -6. I A"'u DO Nw40'(La%) � to'(o3m) A"' V L40'(L?m) (os�1 mo wabD'(L&m) �arsmJ s7goetban'Jlim NAN PAN Type GO & GDO Inlet in Grade Sag Two GOL Inlet on Grade MNJIId I Grrlta Namd Normal LLita Tey of GM I - Mputhr GR fiodke oat Namd odlr ' AIDof -----.i //-- Cob 20' OT IHS- (06m)� (aeml (DJnJ� D GR am '.,. 60' t&n lJg 60' t&n go,(L&n h9 (&mJ A Lo' (a&n kr T A ^ 2.o' (a6m) fel Oak go& Lila Allow Afifte Tyne GO & GOO Inlet, Type A Catch Basin Grade Inlet and Catch Basin on Grade in Glade Saa 40' Lam)_ NOTES Rwme 05' Ifh a L D - gdter dyreexm, It grog be 2D" (SOron) Ar ryye A mrd A-1 catch bis ad J0' (4%w) kr aMK relit Gras wita olhereAe .dram. CR = rob h*t CR + 0 Lhws - than of Md ow ewien ie gutta 2 Cepa alwoewan sW be dm 18' ACC 60' (C/Sm) wok J = 0,, and = iaek may be head with kms d the of &0,, wa &A ad LYR soh Ad be msbseed dM ee $tep; h MAmiaece to Me Slate AM 0P2 & P74 od d TrA* be th Vended m7dmmw to stanAad ybJ D77-9 i. Polls kr AG Awwwwwt Ilam RCC peened A; used camas SW he'vow ala 6 £rysnba malas a le (%4 ** phf belwm ba and whp 6 (rola avy dawsd dM Me Wawa of Me city £aghaw. (/5n%) Oaks• T A Rwbo' (I.&n) kr twee Goo .Section A -A SEE OFFSITE STREET IMPROVEMENT PLAN ONSITE IMPROVEMENT a z i N 0. (E) PAVEMENM4eC z% _ NA�x. (E) C/G TO BE REMOVEDJ (N) C/G ~ (N) S/W (N) A.C. PAVEMENT SECTION A AAN Scale: i"=10' A Maass of alvise DOUBLE GATE oftold H R73' x 40' x 40' Ano DC (Scrap x 10thra x roam) OL Tra tleortetim A9wRe Apa bmaet of Traupertatkn", Weld hhge aptrowd assent edAw. to mAle extend SO'beyand the inside wall of mr 2Q' is obtained from the City Engineer. Precast manhole bases will not be allowed. s_, .>-sp• are car bo atm 11. The manhole base shall be poured aaaed got m ed after kboashc r. a iomn) S1rJy whom Moped k obldw hem Me all EarllwNwn 20' 5 Caeaehe shah be coed wi0s a white prcpaaeted ,wc aAwc owhy canpa%d ewwAg to satin .40-7.018 of ea�swim Me standard spa ifrt Mens (3anm) 6 Na Poe bells shd be placed is the slaTave. increased to 6.0' 7. Saw standiNd D-9 lav danags bosh shobwa, a5' Dia (15n%) bas the side shall be curved in the direction 12. Concrete pod shall not be poured of the main flaw. until final paving is completed. Manhole 5. All at &a'(0.No) pantK channels sholl be smooth finished concrete pod. Surface of pod and frame with o steel !rows'. The shelf shall be and cover shelf be 0.725'to 0.25°below new sloped towards the channel of 59> Shelf Be, fanged = pipe O.D. shall be broom finished for slip resistance. troweled smooth, edged and given o light , broom finish. 5. Pipe Waterstops (rubber gasket or 0 ring) + 10'(425n) - ore required on al1 plastic pipes entering t� manhole. PLAN NOTES. - DOUBLE GATE I. Ala cele show Amb carkvrn l Me H smt{ms ce the Owed ead`�'aaims v DC SpxMwtdalg Sbak of Ca t niz 8aslaess me OL Tra tleortetim A9wRe Apa bmaet of Traupertatkn", - aptrowd assent edAw. Ale aero, extend SO'beyand the inside wall of mr 2 Side slcpn shed not moved 27. is obtained from the City Engineer. Precast manhole bases will not be allowed. s_, .>-sp• are car J Ad exposed acetol h the ought sh ntae shelf be hot 11. The manhole base shall be poured aaaed got m ed after kboashc r. a 4 Cmaete she# onlae no odablies wase prior a - whom Moped k obldw hem Me all EarllwNwn set or set in o preformed groove with 5 Caeaehe shah be coed wi0s a white prcpaaeted ,wc aAwc owhy canpa%d ewwAg to satin .40-7.018 of ea�swim Me standard spa ifrt Mens concrete above main outlet pipe shall be 6 Na Poe bells shd be placed is the slaTave. increased to 6.0' 7. Saw standiNd D-9 lav danags bosh shobwa, R.Ls 40' min. I 4.3 max E E See Note 15 80" rah. Mkk I concrete pod see Nate 10 la concrete mix requkcmnts. PLAN AT SURFACE Sawcut & finish with Concrete Manhole Pod, /-see Notes 10 & 12. 0 0.5" rod 48" min. i SAs Note 3 If .� ° f t era )/ 8 1t o CA of Monhde Shaft + 2.0" min. q (E) PAVEMENT (E) C/G TO BE (N) P.1 a 273' X 80" Aadm (tarot x atm) Balt wY01Co l ff.0' (Q75nJ here &ado (02,n) 60' (RJsm) 60" (o cera) SECTION ELEVATION OUTLET STRUCTURE Manhole Bos see Nate 5. Umbels Channel, see Notes 4 & 5 60' (015m) 0.375' x 20' (loran x 50awal Flat baM pPA ( = Go + t0" a z5(1m�g 11 go- a45m) 0,5" (151aa) bas at 60" (015%) Ra 0:375• (foam) Gdsmbed mahhe belts 'sate Lend diads Weld R5' (rSmm) baro to shat bas at AID and bottanr I i Fmuhed pomnent PLAN AT BASE ?!-Mace 180' max, os measured &0" min kom top of cone x-21 Motor, L (20' man.) NOTES.' See Note 8 1. All workmanship and materials shall conform to the applicable sections of the specifications entitled State of California, Deportment of Transportation, Standardifi i Spec coten s,hereafter known as 'Standard Specifications` current City approved edition. 2. A current Street Permit issued by the City of Bakersfield Public Works Deportment must accompany all work within the City right-of-woy. Sn Note 11 i/ See Page 2 for Additional Notes. Pipe Woterstop, see Nate 6. See' ".z 7 cur rmWe Sms concrete mix heiveements B SECTION Scale: 1"=10' Glass i?'P.C- cmaete t0' (25m) M». TYPICAL DETAIL AT CL1LVtR7 ENDWALLS 4, (a rlm)to a of pate t5 (4(hmJ \�,/ ,,,,.o-k,Lek ��\fin\ .�\ �\ 45anmJ Mae SECTION A -A FENCING TABLE DOUBLE GATE HEIGHT 1 H 6' ILIB an DC 77 -07 -.9 -MT OL 2'-6" .76 rn nxwu. roarenv. yrt Ale aero, extend SO'beyand the inside wall of mr c701/m tea GAJ is obtained from the City Engineer. Precast manhole bases will not be allowed. s_, .>-sp• are car of the pipe bottoms and shall transition 11. The manhole base shall be poured �� against undisturbed or compacted soil. Where incoming and outgoing pipes ore The bottom shaft section sholl be wet the some diameter, the pipe may be set or set in o preformed groove with v au2 a IfM ro W aww ,wc aAwc onwMeem mwi".aa"'0dawu ea�swim removed. Any rough or broken edges concrete above main outlet pipe shall be t'a Am Vii(^ � IIID h I!AA� urw•�.. _ uo ��as c� VJbM� ��j7.��.0 ,..�.. 'v ♦'Fre• ♦♦tE�:� ♦ §�♦ aK L5" (ramal y • „�1 a �� 2d(sanm)tPo. aa'OM'. 10" (.25m) Mh. NOTES. - 11. krshwta&n of kncng and gates shed/ be m onctwisse mYh N H Me regakanwls, ofSectlm 80-4 of Me 91andord *mkotime State M 4#634 Depafmmt of Tmeeaatatkn; oppoJed cereal editan. 2 A 90° Ml& x 12' rule (aZ2m x D.,im) earaete teat shay be constructed aedo, d farce$ a L5' (0nm) deaence between Me ant, had kitne grab be used .I &M standard D-13 kr wnaete notes 4. Cerra posts shed be hesNaed at ad rages h force Mae h exoem of 10' S. fnit camK, ala gate. pasts 9W be braced to Me neaast Pre past dM gdwnized dotard or han(notd braes Jnd a canpremim mantas roll goAmrized Q37r (tadn) sled bass rods with Ambudda or Mus toltrd used a bensfn members. 6. Fabric dole be fastared to gate past tKmlyd post or cdar pat *06 a23' x a75' (5%m x 20oh) sketcher or bards at &0' (atm) m cents 7. fabrk shod be k0wed to face post fat we, and bottom tmew wka with kb,* bands spaced opprox. 14" (a3&n) opal• 8 febac" Ad cnfmn to ASa4 A-394 pass t. 9. 9Ar&'ade peeaatRn sM1ab be acetated hue to 9vas we cross Se.•Jian Ah carhonum of WX to a dvm of a5' (01.%). ADDITIONAL NOTES: DOUBLE GATE J. Diameter of manhole shaft shall be 10. Concrete for manhole base and pod determined by number and size of shall conform to the requirements of the incoming and outgoing pipes. See Standard Specifications. The cementifious Standard Detail SW -4 for details. materfal content of ire concrete must 4. Incoming and outgoing pipes shall be at least 590 Ib./cu. yd. Concrete shoo extend SO'beyand the inside wall of contain no additives unless prior approval manhole short. The channel between is obtained from the City Engineer. Precast manhole bases will not be allowed. the pipes sholl conform to the shape Skit of CisMemiz OVubset of rm eowlahbv, ¢peered sweet &Rtes,. of the pipe bottoms and shall transition 11. The manhole base shall be poured uniformly between pipes of differing size. against undisturbed or compacted soil. Where incoming and outgoing pipes ore The bottom shaft section sholl be wet the some diameter, the pipe may be set or set in o preformed groove with laid through the manhole with only the approved butyl rubber sedont. If shafting fop half of the pipe being sow cut and is wet set, the minimum thickness of removed. Any rough or broken edges concrete above main outlet pipe shall be shall be finished smooth with cement increased to 6.0' mortar. Channel for pipes entering from R.Ls the side shall be curved in the direction 12. Concrete pod shall not be poured of the main flaw. until final paving is completed. Manhole 5. All frame and cover sholl be centered in channels sholl be smooth finished concrete pod. Surface of pod and frame with o steel !rows'. The shelf shall be and cover shelf be 0.725'to 0.25°below new sloped towards the channel of 59> Shelf finished pavement grade. Pod shall be shall be broom finished for slip resistance. troweled smooth, edged and given o light , broom finish. 5. Pipe Waterstops (rubber gasket or 0 ring) asphaltic compound to provide o protective ore required on al1 plastic pipes entering 13. Frame and cover for manholes manhole. constructed outside of paved areas designations: "DRAIN" or "SEWER". shall be left 6.0°higher than adjacent 7. Precast reinforced manhole sections grace surrouochernded by o 6.0'x sco/n and grade rings shall conform to the rand bete 6.0'provisions of ASTM C-478. When using 6. Costing shall conform to the provisions eccentric cones, eccentric side of cone 14. Immediately alter finishing concrete pod, shall be installed in the upstream direction - the exposed surface sho/l receive o uniform of the main glow. application of white pigmented curing s STANDARD es'.. compound conforming to the requirements 8. All manhole shaft and grade ring Joints of the Standard Specifications. The surfoce sholl be filled with 9fent Sect y2'or o7 the concrete shall be kept moist until approved ,quo/ but/ rubber joint sealant. the curing compound is applied. All interior joints of unlined manholes shall be i4 i♦i r ,,. trimmed of excess joint sealant, mortared flush 15. For drop connections to manhole, see with inside wall and wiped smooth. Standard Detoil SW -3. 9. All manholesshafting, s o ging, grade rings, and 16. For manhole frame and cover bases for sewer bolo n18' diameter requirements, requirements, see Standard Detail SW -6. and larger shall be fie with Ameron 7-Lock°or approved equal. SEE OFFSITE STREET IMPROVEMENT PLAN ONSITE IMPROVEMENT 1 (E) PAVEMENTd'qr zoo 1 ORIG. GROUND1 .MeaX. (E) C/G 1 (N) S/W C SECTION Scale: 1"=10' M ENAME: SW -2A MANHOtf STANDARD •, 26.25° DOUBLE GATE to" G) t0" Dio. s +♦ NO TES, blind pick Ede. 20 pottan lett", L &&amok pep, del be ensbuetd arm to yah and A A does section with mrpastkn of 86F to o dwelt of 7 a4i, hk fcnw (dela ease "awn to Me spw*olivs ofAS/M iii i► �1''.► 2 coast, dab be does 8' and del be wMh 25' (69aa) 6 Awoleffiv of fmdtg and gates del be h wowbu, wed Me l65"(o J4m)dap Awekwowe of When &Y -4W Me Sh shed wbe"s are bnwe kei,tea Skit of CisMemiz OVubset of rm eowlahbv, ¢peered sweet &Rtes,. J Concrete del metoh m adatiws mdse pda mttlm 9 adil a wmfid by Me My of &ddafwld dmdad Boeing *paws 41wee Fan M, Otp £Hyrax ansate D-12 Aar he mthued was gales .del M read e0b o owbe pimnmled deft oxal and at each els "AW)OW to Nation .40-10t8 of As stmchd greaftAbaa i ► Hiro IiL NAND D-iS2Y Ihw pat n Sax &beard d hakm* ( arms sed a ow;mewlaw °htE a w w M STANDARDto* aft tenaalabls Doll aawaimm weewes Transportation, Standard S tlfine rawwd X&wbm amen Is movd, R Ad M wad CHAIN-LINK GATES uuE wr8r 3 x 5 - 9 gage f&* .m dabvded Met thea dols mw R.Ls lodd 'arta paAbw and can say be hasled WM tads Ar•xaa a'mr rwi 6. fines Ad be Made Mike, er added with wakle CITY Or- BAKERSFIELD CALIFORNIA G-13 yard --A and regdw bel prior to delivery. an'. PJJBIJC ewftXs DEPARTMENT I the covers shall be machined for o smooth non -rocking fit between the two costings. 9. Manhole covers shall hove o self draining r : : , dipped twice in o quick -drying, jet -block the City Engineer. asphaltic compound to provide o protective 10. The 2.0" pottern letters on the manhole „ : , covers shall hove one of the following 5. Al! names ono covers shot( be grey cost designations: "DRAIN" or "SEWER". iron, free from woros, crocks, holes, swells and F cold -shot, and shall hove c workmanlike finish. diamond mot, 0.125" deep. Highway loading should be HS 20-44. 6. Costing shall conform to the provisions �i♦♦•4•`Qd� p�i�4M♦♦4iK i�y�',1•Kwv.♦,�, >w♦♦♦♦�1 `,'-��♦♦ � Here wEVD revis;an), Clean No. SOB s STANDARD es'.. 7. The home of the manufacturing FRAMES AND COVERS mEam Noe company shoal be on the underside of Tea FOR the cover. t"• a pi •moi ��'' i4 i♦i r ,,. SAXTw 120 lbs. nor more than 250 (bs.. The cover CITY OF BAKCBiSREiD NOiii SVI-6 than 200 lbs.. CALIFORNIA civ EMMeh+ PIJ&IC WDRXS pEPAR1MENt �el��ll •, 26.25° DOUBLE GATE to" G) t0" Dio. s +♦ NO TES, blind pick Ede. 20 pottan lett", L &&amok pep, del be ensbuetd arm to yah and A A does section with mrpastkn of 86F to o dwelt of 7 a4i, hk fcnw (dela ease "awn to Me spw*olivs ofAS/M 60' (acro) dscyeaft A -,A2 Dam L 2 coast, dab be does 8' and del be wMh 25' (69aa) 6 Awoleffiv of fmdtg and gates del be h wowbu, wed Me l65"(o J4m)dap Awekwowe of When &Y -4W Me Sh shed wbe"s are bnwe kei,tea Skit of CisMemiz OVubset of rm eowlahbv, ¢peered sweet &Rtes,. J Concrete del metoh m adatiws mdse pda mttlm 9 adil a wmfid by Me My of &ddafwld dmdad Boeing *paws 41wee Fan M, Otp £Hyrax ansate D-12 Aar he mthued was gales .del M read e0b o owbe pimnmled deft oxal and at each els "AW)OW to Nation .40-10t8 of As stmchd greaftAbaa 1. All workmanship and materials shall conform 4. &4 shown. ala data pats Ad' M bawd to Rea aamst IiL NAND D-iS2Y Ihw pat n Sax &beard d hakm* ( arms sed a ow;mewlaw °htE a w w M STANDARDto* aft tenaalabls Doll aawaimm weewes Transportation, Standard S tlfine rawwd X&wbm amen Is movd, R Ad M wad CHAIN-LINK GATES uuE wr8r 3 x 5 - 9 gage f&* .m dabvded Met thea dols mw R.Ls lodd 'arta paAbw and can say be hasled WM tads Ar•xaa a'mr rwi 6. fines Ad be Made Mike, er added with wakle CITY Or- BAKERSFIELD CALIFORNIA G-13 yard --A and regdw bel prior to delivery. an'. PJJBIJC ewftXs DEPARTMENT to 2525" t05" 075" 0625-- See e ^'1 375" i- -(- �-�t- ( Clea Openmg� 0.5" Geon Opening ;� 77.0' 325" SECTION B -B SECTION A -A 0. 5" 1.0"patter fetters, CLtte-behmo 0.125" high, t0" Dio. fY SrIf Joining R 17"5' hig(� sae Note 9. center hole blind pick Ede. 20 pottan lett", B B SEW A A C ANOUT SEWE (a 14m) AN* Notch fid to See Note 10. 2 Slab to be ponied romdkek wM skew& doe sidewd: k m*vd Find pick helm. 0.625'podem 70"Patton letters 1.O"potter letters letters, 0125" hqh 0.125- high 0.125°h49h Location CLEANOUT MANHOLE far country of orrgtn. 7.0' (R ran) Nbtar dqa NOTES a' at each els y32° Machined 1. All workmanship and materials shall conform Surfaces to the applicable sections of the specifications entitled 'State of California, Deportment of Transportation, Standard ..• Specifications', hereafter known as 'Standard Toper Specifications' current City approved edition. Cocer 2. All frames o es and covers sholl o be tested for (25(25,w)aR accuracy fit and shall be marked in seas Frame prior to delivery. J. The seats of fromes and bearing faces of DETAIL A" the covers shall be machined for o smooth non -rocking fit between the two costings. 9. Manhole covers shall hove o self draining 4. Costings shall be thoroughly cleaned and blind pick hole unless otherwise approved by dipped twice in o quick -drying, jet -block the City Engineer. asphaltic compound to provide o protective 10. The 2.0" pottern letters on the manhole tooting. covers shall hove one of the following 5. Al! names ono covers shot( be grey cost designations: "DRAIN" or "SEWER". iron, free from woros, crocks, holes, swells and 11. Cross hatch pattern shall be 20" x 1.0" cold -shot, and shall hove c workmanlike finish. diamond mot, 0.125" deep. Highway loading should be HS 20-44. 6. Costing shall conform to the provisions of the specifications for grog -ion costings, FILENAME: Sw-6 FRAMES AND COVERS FOR MANNOLES & CLEANWTS serial designation ASTM,, A-48 (latest Here wEVD revis;an), Clean No. SOB s STANDARD es'.. 7. The home of the manufacturing FRAMES AND COVERS mEam Noe company shoal be on the underside of Tea FOR the cover. sae MANHOLES & CLEANOUTS 8. Manhole frame sholl weigh not less than AFFJiawL SAXTw 120 lbs. nor more than 250 (bs.. The cover CITY OF BAKCBiSREiD shall weigh not less than 120 lbs. nor more SVI-6 than 200 lbs.. CALIFORNIA civ EMMeh+ PIJ&IC WDRXS pEPAR1MENt LANDSCAPE AREA (N) CHAIN LINK FENCE VARIES t7To 314' CANAL EASEMENT (N} A.C. PAVEMENT VARIES PER PLAN MAT �, GROUND (N) C/~SECTION Scale: 1"=10' 10.00' 1 43.00' 10.00' R LS m Q AREA A 4" a 2% VARIES R Aj PLAN �' ORIG. GROUND (N) CURB (N) C/G (N) A.C. PAVEMENT (N) BLOCK WALL NO RETAINING E SECTION Scale: 1"=10' ' ,t4 bas ani damn -ZAA.a and miwalEbd into wd l.0' (aJ•n) GA PLAN AMawva kw&y gala baro & wery AJSiO 275'(Akmn) stakhes stall new Mod set eche (rat gopawYe od Added Sidawa says dud) a aPrd'-� Zai fk. 4 bK tear I CLtte-behmo we rinse J4 5<kxn t0arvn STEEL PL ATE DETAIL Rcwndad R=ype NOTES: Nark detak we Mk/ness it (a 14m) AN* AW 'a and Rokk d g stele i sea am da. 4x ��(6JImJ� Aftwikv kaw dyBob Alma /A-511 wMr a oWs or eWd A 20' (SCwm) } tseketlm ba -x (see nate 71 / a5' (is=) 01, Swale LO'x 17'(250m x a4m) / alppert bell with hex nota Ad)alhg alts to be 10tmed and swes? h Place den plate is n prayer pod6an . R=ass' (Man) g�g Rama' T w �4 rated Gob '-tea Names b N J IN Awbar T=&0' (0.15m) except elan NA, (24m), T=6o' (atm) X Lx6'(24m1 T=&0" (o2m) coke ba, ads dor M htrw.ved by 2o' (Sarni) mJAnm h Mkbmm d pared whst wkrd Fwd h Nev of Ads* leu /ams N ' ban ON dhactlns CLtte-behmo be 20' aro anhl DO d 5<kxn t0arvn STEEL PL ATE DETAIL See stall NOTES: Nark detak i. Ad ea aWs del be dna A' and Ad be w0h 25' (65rm) to 55' _T (a 14m) AN* 5 AN eansod maid pal we be gdwnaed alta ktfkatfm. 2 Slab to be ponied romdkek wM skew& doe sidewd: k m*vd 6. &nwd bags Med( be hslad Ilse laVah of apmhg exceeds 50' (tSnJ a newk Salam ofd asexote $hah motel rgaahg ecowe dpq and del be spoad belwm Jo' (Q9m) to 50'(1.5h) CC Mori cels; mm adwrg Ad,6rmt mwrete J IN Awbar T=&0' (0.15m) except elan NA, (24m), T=6o' (atm) X Lx6'(24m1 T=&0" (o2m) coke ba, ads dor M htrw.ved by 2o' (Sarni) mJAnm h Mkbmm d pared whst wkrd Fwd h Nev of Ads* leu /ams N ' ban ON dhactlns 4. 10 rdwb TM not aguld was d las We 1=7.0' (Zhe) Cs..a las Ads exnadng Mem Awk del be abibred cosh No 4 bas b 60' (a t.%) L5' at ts' (a45m) aG bola w9s Ad retracing del M No- 4 bora 1.5' `^ (a.�pJ (i0nm) aka d kaap'e hwe m4ea oMaeke dam. I'. •, 5 AN eansod maid pal we be gdwnaed alta ktfkatfm. 35' tiro 6. &nwd bags Med( be hslad Ilse laVah of apmhg exceeds 50' (tSnJ Claimed h a -led and del be spoad belwm Jo' (Q9m) to 50'(1.5h) CC YakMe .1hawith mfmatd 7. Mho cab MArk+9 exceeds 55' (arMn), a ykk ream aka pmfdtlan by 7.0' (R ran) Nbtar dqa ter' (29mn) k .droll be hstdd 8a del be !%bedded 50" (tan) a' at each els ppa SECTION A -A 6 P¢N arae M oe gracPwd a a cwald by Me O'ty Eregwed. Me a o, wt an am pine shod be mak a divated by Me Gty £n9-' 9 All wok Ad As?" to Me gwrwdk manna of Ma spwMeotiws ..• esbeed 'Standard .gdArwotbas State ofCdYanu, Depatmml Of /4 Ba -told err } Treapx*M;a, wd Duran a ahn. • ° d0'(a JSa) red.. to'Fwe18AMID 0-14REV (25(25,w)aR o STANDARD ° awAM'"' omm CATCH BASIN U* SHAW TYPE A" o.LS �* REINFORCING AROUND PIPE A.,sv K eaveseme n _ - PUBLIC FLOWAGE & MANAGE ASEMENT BY SEPARATE DOCUMENT 4 3.50 72.00' 75' 12.17' N x i 'u m to jj w y v AREA (N) CHAIN LINK FENCEg 4 BOTTOM`E T ryuY (N) A.C. PAVEMENTv'1 TCN r i 22 2% VARIES 18' TO 31' 2% ORIG. GROUND w° it f. sig (N} C/G 2:1 SLOPE TIP. \_(N) BLOCK WALL NO RETAINING eorraA EtEv. 54&&D' VARIES SECTION vARIEs R 10' TO taco' F R 10' TO 10.50' 7AA Scale; 1"=10' LANDSCAPE AREA (E) CHAIN LINK FENCE- (E) BLOCK Ill N SG,fORIG.GROUND (} C/GORIG, GROUND A 2%(N) C/G NT (N) A.C. PAVEMENT KftOW Wh8te5 bSIOW. SECTION SECTION Call before you dig. G Scale: 1"=10' Scale: 1"=10' is d _ N.W. COR. SEC 25, 30/27 FD. C.O.B. CONIC MON IN LH PER GOR. RECORD FILED 5/19/03 F _ _ y N 81 W (BASIS SOF BEARINGS)x r T 517.00 _.1 - - Eck _J61.136 NY. OFF617E 355.2 MANHOLE - N 356.121 "-"- OR Fx rcij : BENOWARK SET '-y NORMAL EL ELEV. 36062 -- .-. 636.INV 18' .. DEPRESSED F.L. ELEV. 36045 381.6 - - SEE OFFSITE STREET PLANS. --_ SEE STREET PLANS. .. "F{✓ " -., rr ��D OMIT -. , .d �,�,. ,, "e I � I AD 0 e� 0 L r 3105 PANAMA LANE Em SEE OFFSITE STREET PLANS PAD LIMIT 18' RGJ-RCP 0 0.30%Lill, S00'4 354.96 INV 12' SW s NORMAL F.L. ELEV 359.90 �- r tt DEPRESSED F.L ELEV. 359.73 12' HDPE 0 0.30% a - GRADE BREAK , A 4 o d T r „ I I }, i r t ' y v` Y' E � u t I X S` t h I } v r r > r � r x _ PAD OMIT µ Lc , d : L' �;...: FUTURE BLDG x 1 t 3117 PANAMA LANE 12" HOPE 0 0.52%s N8919'37 W 17.42': 15 DRAIN MANHCTE 354.82 INV i 360.4 5' WIDE FLOWAGE & D BY SEPARATE DOCUMI i RECORDED PRIOR TO ..a., 12' HOPE 0 N8919'37`W 187 VZI 0 S8919'37"E -_ - ___:_ gg xaaL.-I.H -," I. > -,,t , I,,.. i, D x... ILYv ., r FUTURE BLDG _I AA .,� PAUL .JMlr...t' ' 1 Ii : N WQ 78IT1,NV' 35366io INV6' T.O.C. O ZJ� 2915 PANAMA LANE ,x�U6HDPE 0 1.00% W S81'3E 100' ' I $$ W . 2929 PANAMA LANE f„ , , -IQ 1ci :,' PARCEL UNE TYF a h i PAD OMIT ~' }fir ^ c4 oai .' ( ) PAD UMI x I j '. .:._I L - I ,( _ " i } O W m .. k r. < i., pr- .GRADEBREAK i°' xdl ( Y 1" 1 - 00' .... PAD UM T 3 � .=•-. `'' _ h1 ± t 4k.x tr r�- ffi ii 356.37 INV 12° -a �. 4, :,'•' s`,L t'IT F ,: f ` _ l r LEI. 359.87 T.O.G. M.l,_7 ": i N ..n , va - . T "., _ `. -r, I i �f t . Jf. 355.40 INV 18 W 777=71 i1 0 v`i =>r✓ ..., p<: -, ,. ,... t: , ,. -NORMA INV F. 6 NE , 356.29 INV 12' _..k ... NORMAL F.L ELEV. V. 359 .> .. __.. - _ r - N II 30 1 PANAMA LANE '_ ........ .:r-. .. ...... ... _. ..4 . -DEPRESSED F.L. ELEV. 359.73 ... v :, .- .,... s: 2 i m �i i I I R T T F `c I GRADE BREAK ® � I o t i i N 1 n IS I A` I t' �1S 36 59 I o J I ( IGRADE 356.71 INV 12' 15 N 10 LF 8` CLASS 200 6 .5 ;,: T 6 8" SWR �- BREAK 360.9 T.O.M. PVC, DR 14 PER AWWA ® '.,�` `s.*.'i+. +: N a �T„ "� > _ `, � s s s v e WiR 9W OR EQUIVALENT s s 8" SWR- s , rr� iii ® w w i 5 + ;r i°" '.., .. ,.. 3•� a iii i k•. r , `. I d L fit{ / �• PAR i 3 1 n i x x t r' =d rn I >,��,�' ,.'.:.. ,.:,T-:. r CEL UNE TYP ') ... ...t.. rk ,,, i ,, H _x. _ ,. .._ _.x..., , .. c 1 __ _ _f ' CJ'' -_} i t � F _ ! 0 ---- GRADE BREAK .. .. <.. ;:: .rte y. ... .. ., as :.. , ., , _.. .... s : ,. .. M ,,:' s.. PARCEL U E TYP ., .. ___. _. < I . rPARCELUNE TIP...... . ,.. x.. .. .. ,.... ^`i' •,. :... .. c ,,: .. ,..,. ... . _ .. ,.. .._ _... � is PA UM11 ... .. ..:._' '._ ... _:... .T...... : COVE ' .. 1. �.. , „ w ".F rJ s ., _, COVER GRATE W1TIi STEEL •_1 .At :- ( i i i LJD u �y� IIx I P &INSTALL INLET tV t t LATE r kx_ - i• -: PROTECTION PER EROSION .. , .352.13 INV 12° {: „k.. CONTROL PLAN. SEE SHEET C7..,. ..., # 8.20 T.O.G. a z c I I 5. 1 k Q 5i kL #" l t3 j s _ t`x• x` 2 LL 1j/y- I I �rlr T___ ,a , y , W � . ,# •r.. - 352.15 INV 8 ,e ,ST62908 .,. r• ,. r '�;'' x --... i 1 I � 4 :Y ,. i r „6�- _ ' - 72 HDPE 0 0.25% {,." <� ' 1' ,+ _) PAD UMiT 5 c , ' .,°. .... _. .. CPOvo'a"r in O(1' ,a 4. , -, .,,41,) " +3} =o-' t., ..., .. _ _ ., xL: .. ,. `A ..fir �,, ,. ` ,. _., ."'"7 �" . -"; .:. •:.1 -n , , i,L: ,'� +y - A „ GRADE BREAK i'I .J . ,x. . , �... .. , l,' % t , ,,. Y . ': •. ::4 .;i..• ,yij ., �.... F vil,#,�n'${ uax;,!x ,i.,..', +.:,,,. W x,.. c ' : ' •..,::::+ +,:;: L'• L:: t .,;..., .,,. ' COYER GRATE NTH STEEL PLATE , ,£ <" PAD LIMIT &INSTALL INLET PROTECTION s , , : t""`•" tr s;' ''ql'' W L '-'1- "._" -':- ";- - ----'--'_,.__ 0. � PER EROSION CONTROL PLAN ; ,,'_ ..." SEE SHEET C7. <._ , %:." GRADE BREAK -iv1 .. :. uc`,: .,, 441 tt .t„ t d ,t„ ..r:,;yr, 4.72 HOPE 00.80% .. .� ..:. ,+ .,,, ®,-...e r .. ,:. ,. .E �:r <.. �- ,.. ,, ,• .. �' �hY# `� �2 rx�:. `t i y+ -7 o -L'. ;e ,n T L00' W :.,)r A! v z e( I a 0 =n_ a' , .:., : ._ ... : nva ✓: ,,, : , '2. <. ,. .. 3 ': .. «,`: - } �' ,. ': s .x (, nV AF<'a„Y .r. :::^.,: : ... 3/nVa In .aj` I a4 }}nwainV�IndU{nvat✓�0"AK nval, .: mv':.... dn a 6 ,.•1i I I '', T o--:„ r '.x5.1 •.. .:; s:. ��. ! ..-, , ,,. _3 .. I + .fip.,. l .I (.. ,, roc--. .--� � __L _ ., --•-- ._.-.-_ .::.. ...a. ,,_, :,� n:: d:;x: re - ,� .:.J' �.' ,. s- 7fi, i:'; I 1 .. 0's.,, -t � x x H 985.13' 885.07 LF 6' BLOCK WALL Ii 15 CONSTRUCT STORM DRAIN MANHOLE PER C.O.B. STD. DETAILS SW -2 & SW -6. - - (E) CURB AND GUTTER PROPOSED 6` CURB ONLY CONSTRUCTION NOTES: _ PROPOSED 6" CURB & GUTTER 18 CONSTRUCT DRAINAGE BASIN PER C.O.B. 570, DETAIL D-9. - - (E) STORM DRAIN UNE CENTERLINE OF STREET Oi INSTALL 6" CURB &GUTTER PER DETAIL 1 ON SHEET C3 17 INSTALL CHAIN LINK FENCE W/ REDWOOD SLATS PER C.O.B. STD. DETAILS D-12 & D-13: - -- - (E) SEWER LINE - - - - N 8919'37 W ------____ PROPERTY LINE / RIGHT-OF-WAY Q INSTALL 6" CONCRETE CURB PER DETAIL 2 ON SHEET C3. 18 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. DETAIL D-10. (E) i i -------------- PROPOSED GRADE BREAK 3 O INSTALL 2'X2' GRATED INLET PER DETAIL ii ON SHEET C3. 19 CONSTRUCT DRIVE APPROACH PER PLAN & C.O.B. STD. DETAIL ST -4. n - - - - - _ _ _ _ _ _ SAW CUT -- -- - (E) JOINT UTILITY LINE o PROPOSED STORM DRAIN LINE ® INSTALL 4' V -GUTTER PER DETAIL 3 ON SHEET C3. 20 PROPOSED HEALY TANK. SEE ARCH. PLANS FOR DETAILS. -- (E) ELECTRICAL LINE _.. _...., _..._ FUTURE STORM DRAIN LINE (D INSTALL 6' V -GUTTER PER DETAIL 3 ON SHEET C3. (D PROPOSED FUEL TANKS. SEE ARCH. PLANS FOR DETAILS. -- -- (E) FIBER OPTIC UNE - s PROPOSED SEWER UNE BY SEPARATE UTILITY PERMIT © INSTALL V -GUTTER AT ADA STALL PER DETAIL 4 ON SHEET C3 . LEGEND AND ABBREVIATIONS PROPOSED AIR/WATER DISPENSER. SEE ARCH. PLANS FOR DETAILS. -- T - (E) TELEPHONE LINE 1065,61 FL PROPOSED GRADE ELEV. (E) EXISTING TP TOP OF PAVEMENT 'ani :- 'i EXIST. GRADE ELEV. (N) NEW TG TOP OF GRATE "- 0315% DIRECTION AND PERCENT OF SLOPE B/W BACK OF WALK 0/X OVER -EXCAVATION PROPOSED BIKE RACK. SEE ARCH PLANS FOR DETAILS. FOR DRAINAGE EP EDGE OF PAVEMENT FF FINISH FLOOR ;o (E) SURVEY MONUMENT AS DESCRIBED TO TOP OF CURB FC FINISH CONCRETE _.a (E) TRAFFIC SIGN FL FLOWLINE G.B. GRADE BREAK ® (N) STORM DRAIN MH CL CENTERLINE FG FINISH GRADE ELEV/EL ELEVATION FP FINISH PAVEMENT 0 (N) STORM DRAIN CLEANOUT ME MATCH EXISTING SCO SEWER CLEANOUT Ri-1 (N) STOP SIGN L.S. LANDSCAPING AREA SWR SEWER -�- CONSTRUCT CASE "F' CURB RAMP PER DETAIL 17 ON SHEET C3. 27 SEE SEP. PLANS. DWR DOMESTIC WATER- 13 (E) SEWER MANHOLE FC FINISH CONCRETE FWR FIRE WATER (E) SEWER CLEAN OUT SO XFL STORM OWLNE (E) FLI S/W SIDEWALK )eI (E) N CABLE BOX XFG (E) FINISHED GRADE R/W RIGHTTOF-WAY EXISTING WATER VALVE XFC (E) FINSIHED CONC. W/W WALKWAY EXISTING FIRE HYDRANT XEP (E) EDGE OF PAVEMENT O.G. ORIGINAL GROUND M.H. MANHOLE TE TRASH ENCLOSURE ® PROPOSED GRATE INLET XG (E) GROUND TOC XFP TOP OF CURB (E) FINISHED PAD ITEM OF WORK -SEE SCHEDULE SECTION DESIGNATION: PG&E PAD -SEE ELECTRICAL PLAN SECTION LETTER ° . A C4 SHEET WHERE SECTION IS SHOWN 12" HOPE 0 0.52%s N8919'37 W 17.42': 15 DRAIN MANHCTE 354.82 INV i 360.4 5' WIDE FLOWAGE & D BY SEPARATE DOCUMI i RECORDED PRIOR TO ..a., 12' HOPE 0 N8919'37`W 187 VZI 0 S8919'37"E -_ - ___:_ gg xaaL.-I.H -," I. > -,,t , I,,.. i, D x... ILYv ., r FUTURE BLDG _I AA .,� PAUL .JMlr...t' ' 1 Ii : N WQ 78IT1,NV' 35366io INV6' T.O.C. O ZJ� 2915 PANAMA LANE ,x�U6HDPE 0 1.00% W S81'3E 100' ' I $$ W . 2929 PANAMA LANE f„ , , -IQ 1ci :,' PARCEL UNE TYF a h i PAD OMIT ~' }fir ^ c4 oai .' ( ) PAD UMI x I j '. .:._I L - I ,( _ " i } O W m .. k r. < i., pr- .GRADEBREAK i°' xdl ( Y 1" 1 - 00' .... PAD UM T 3 � .=•-. `'' _ h1 ± t 4k.x tr r�- ffi ii 356.37 INV 12° -a �. 4, :,'•' s`,L t'IT F ,: f ` _ l r LEI. 359.87 T.O.G. M.l,_7 ": i N ..n , va - . T "., _ `. -r, I i �f t . Jf. 355.40 INV 18 W 777=71 i1 0 v`i =>r✓ ..., p<: -, ,. ,... t: , ,. -NORMA INV F. 6 NE , 356.29 INV 12' _..k ... NORMAL F.L ELEV. V. 359 .> .. __.. - _ r - N II 30 1 PANAMA LANE '_ ........ .:r-. .. ...... ... _. ..4 . -DEPRESSED F.L. ELEV. 359.73 ... v :, .- .,... s: 2 i m �i i I I R T T F `c I GRADE BREAK ® � I o t i i N 1 n IS I A` I t' �1S 36 59 I o J I ( IGRADE 356.71 INV 12' 15 N 10 LF 8` CLASS 200 6 .5 ;,: T 6 8" SWR �- BREAK 360.9 T.O.M. PVC, DR 14 PER AWWA ® '.,�` `s.*.'i+. +: N a �T„ "� > _ `, � s s s v e WiR 9W OR EQUIVALENT s s 8" SWR- s , rr� iii ® w w i 5 + ;r i°" '.., .. ,.. 3•� a iii i k•. r , `. I d L fit{ / �• PAR i 3 1 n i x x t r' =d rn I >,��,�' ,.'.:.. ,.:,T-:. r CEL UNE TYP ') ... ...t.. rk ,,, i ,, H _x. _ ,. .._ _.x..., , .. c 1 __ _ _f ' CJ'' -_} i t � F _ ! 0 ---- GRADE BREAK .. .. <.. ;:: .rte y. ... .. ., as :.. , ., , _.. .... s : ,. .. M ,,:' s.. PARCEL U E TYP ., .. ___. _. < I . rPARCELUNE TIP...... . ,.. x.. .. .. ,.... ^`i' •,. :... .. c ,,: .. ,..,. ... . _ .. ,.. .._ _... � is PA UM11 ... .. ..:._' '._ ... _:... .T...... : COVE ' .. 1. �.. , „ w ".F rJ s ., _, COVER GRATE W1TIi STEEL •_1 .At :- ( i i i LJD u �y� IIx I P &INSTALL INLET tV t t LATE r kx_ - i• -: PROTECTION PER EROSION .. , .352.13 INV 12° {: „k.. CONTROL PLAN. SEE SHEET C7..,. ..., # 8.20 T.O.G. a z c I I 5. 1 k Q 5i kL #" l t3 j s _ t`x• x` 2 LL 1j/y- I I �rlr T___ ,a , y , W � . ,# •r.. - 352.15 INV 8 ,e ,ST62908 .,. r• ,. r '�;'' x --... i 1 I � 4 :Y ,. i r „6�- _ ' - 72 HDPE 0 0.25% {,." <� ' 1' ,+ _) PAD UMiT 5 c , ' .,°. .... _. .. CPOvo'a"r in O(1' ,a 4. , -, .,,41,) " +3} =o-' t., ..., .. _ _ ., xL: .. ,. `A ..fir �,, ,. ` ,. _., ."'"7 �" . -"; .:. •:.1 -n , , i,L: ,'� +y - A „ GRADE BREAK i'I .J . ,x. . , �... .. , l,' % t , ,,. Y . ': •. ::4 .;i..• ,yij ., �.... F vil,#,�n'${ uax;,!x ,i.,..', +.:,,,. W x,.. c ' : ' •..,::::+ +,:;: L'• L:: t .,;..., .,,. ' COYER GRATE NTH STEEL PLATE , ,£ <" PAD LIMIT &INSTALL INLET PROTECTION s , , : t""`•" tr s;' ''ql'' W L '-'1- "._" -':- ";- - ----'--'_,.__ 0. � PER EROSION CONTROL PLAN ; ,,'_ ..." SEE SHEET C7. <._ , %:." GRADE BREAK -iv1 .. :. uc`,: .,, 441 tt .t„ t d ,t„ ..r:,;yr, 4.72 HOPE 00.80% .. .� ..:. ,+ .,,, ®,-...e r .. ,:. ,. .E �:r <.. �- ,.. ,, ,• .. �' �hY# `� �2 rx�:. `t i y+ -7 o -L'. ;e ,n T L00' W :.,)r A! v z e( I a 0 =n_ a' , .:., : ._ ... : nva ✓: ,,, : , '2. <. ,. .. 3 ': .. «,`: - } �' ,. ': s .x (, nV AF<'a„Y .r. :::^.,: : ... 3/nVa In .aj` I a4 }}nwainV�IndU{nvat✓�0"AK nval, .: mv':.... dn a 6 ,.•1i I I '', T o--:„ r '.x5.1 •.. .:; s:. ��. ! ..-, , ,,. _3 .. I + .fip.,. l .I (.. ,, roc--. .--� � __L _ ., --•-- ._.-.-_ .::.. ...a. ,,_, :,� n:: d:;x: re - ,� .:.J' �.' ,. s- 7fi, i:'; I 1 .. 0's.,, -t � x x H 985.13' 885.07 LF 6' BLOCK WALL Ii LABEL COVER DRAIN CLEANOUT PLUG - BRASS�1 PRE -CAST CONCRETE FERRULE AND PLUG 1- BOX BROOKS PRODUCTS No. 5HL WITH COVER NO. 3T IN TRAFFIC AREA -- CLEAN OUT RISER (6" MAX.) SOIL OR _ WASTE LINE 20_ CLEANOUT TO GRADE C5 N. T. S. SCALE: 1" = 30v"` ' °3n 3: r511 0 30' 15' 0' 30' 60' l Sxv I� a • I W W Know what's below. Call before you dig. W lA U Sii- 1 3�0 CITY RECORDS NO: O 15 CONSTRUCT STORM DRAIN MANHOLE PER C.O.B. STD. DETAILS SW -2 & SW -6. - - (E) CURB AND GUTTER PROPOSED 6` CURB ONLY CONSTRUCTION NOTES: _ PROPOSED 6" CURB & GUTTER 18 CONSTRUCT DRAINAGE BASIN PER C.O.B. 570, DETAIL D-9. - - (E) STORM DRAIN UNE CENTERLINE OF STREET Oi INSTALL 6" CURB &GUTTER PER DETAIL 1 ON SHEET C3 17 INSTALL CHAIN LINK FENCE W/ REDWOOD SLATS PER C.O.B. STD. DETAILS D-12 & D-13: - -- - (E) SEWER LINE - - - - ++- DOMESTIC WATER LINE ------____ PROPERTY LINE / RIGHT-OF-WAY Q INSTALL 6" CONCRETE CURB PER DETAIL 2 ON SHEET C3. 18 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. DETAIL D-10. (E) - - (E) GAS LINE ---------- -------------- PROPOSED GRADE BREAK 3 O INSTALL 2'X2' GRATED INLET PER DETAIL ii ON SHEET C3. 19 CONSTRUCT DRIVE APPROACH PER PLAN & C.O.B. STD. DETAIL ST -4. _ - - - - - _ _ _ _ _ _ SAW CUT -- -- - (E) JOINT UTILITY LINE o PROPOSED STORM DRAIN LINE ® INSTALL 4' V -GUTTER PER DETAIL 3 ON SHEET C3. 20 PROPOSED HEALY TANK. SEE ARCH. PLANS FOR DETAILS. -- (E) ELECTRICAL LINE _.. _...., _..._ FUTURE STORM DRAIN LINE (D INSTALL 6' V -GUTTER PER DETAIL 3 ON SHEET C3. (D PROPOSED FUEL TANKS. SEE ARCH. PLANS FOR DETAILS. -- -- (E) FIBER OPTIC UNE - s PROPOSED SEWER UNE BY SEPARATE UTILITY PERMIT © INSTALL V -GUTTER AT ADA STALL PER DETAIL 4 ON SHEET C3 . 22 O PROPOSED AIR/WATER DISPENSER. SEE ARCH. PLANS FOR DETAILS. -- T - (E) TELEPHONE LINE - -- -- (E) OVERHEAD LINE -- w PROPOSED WATER UNE BY O INSTALL REDWOOD HEADER PER DETAIL 5 ON SHEET C3. 23 0 PROPOSED FUEL CANOPY. SEE ARCH PLANS FOR DETAILS. SEPARATE UTILITY PERMIT O CONSTRUCT CONCRETE SIDEWALK PER DETAILS 6, 7 & 8 ON SHEET C3. -- - - -- (E) EDGE OF PAVEMENT ------------ OVEREX UNE P4 PROPOSED BIKE RACK. SEE ARCH PLANS FOR DETAILS. - -.-i --- - --- (E) CHAIN LINK FENCE PROJECT BOUNDARY 0 CONSTRUCT 6' TALL BLOCK WALL PER DETAIL 9 N SHEET C3, 25 PROPOSED PAD MOUNTED ELECTRICAL TRANSFORMER W/ 80LLARD PROTECTION. - (E) BARBED WIRE FENCETHIS 10 APPLY STRIPING PER PARKING LOT NOTES DETAIL 12 ON SHEET C3, SEE PG&E PLANS FOR DETAILS. AREA TO BE ROUGH -- -- - (E) JOINT UTILITY TRENCH GRADED ONLY PER THE GRADES 11 CONSTRUCT CASE "C" CURB RAMP PER DETAIL 17 ON SHEET C3. 26 HEAVY DUTY A.C. PAVING: 4' A.C. OVER 8" CLASS 2 AGO BASE OVER 12° COMPACTED SHOWN ON THE PLAN. O.G. TO 957 RELATIVE DENSITY PER ASTM D-1557. PIPE SIZE B"-s- UTILITY 12 CONSTRUCT CASE "F' CURB RAMP PER DETAIL 17 ON SHEET C3. 27 TEMPORARY ALL WEATHER SURFACING: 6" CLASS 2 AGG. BASE OVER 12" COMPACTED SWR=SEWER DW=DOMESTIC WATER 13 CONSTRUCT TRASH ENCLOSURE PER DETAILS 18 & 19 ON SHEET C3. O.G. TO 95% RELATIVE DENSITY PER ASTM D-1557. DRN=DRAIN FW=FIRE WATER 28 P.C.C. PARKING STALL 6" P.C.C. OVER 6" COMPACTED O.G. TO 90% RELATIVE DENSITY G=GAS 14 CONSTRUCT 3.5 WIDE CATCH BASIN PER C.O.B. STD. DETAILS D-14 & D-17, PER ASTM D-1557. LABEL COVER DRAIN CLEANOUT PLUG - BRASS�1 PRE -CAST CONCRETE FERRULE AND PLUG 1- BOX BROOKS PRODUCTS No. 5HL WITH COVER NO. 3T IN TRAFFIC AREA -- CLEAN OUT RISER (6" MAX.) SOIL OR _ WASTE LINE 20_ CLEANOUT TO GRADE C5 N. T. S. SCALE: 1" = 30v"` ' °3n 3: r511 0 30' 15' 0' 30' 60' l Sxv I� a • I W W Know what's below. Call before you dig. W lA U Sii- 1 3�0 CITY RECORDS NO: O 1. EROSION CONTROL DEUCES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE QUALIFIED SWPPP DEVELOPER (QS)) OR THE QUALIFIED SWPPP PRACTITIONER (OSP). 2 GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE COMPLETION OF EACH WORKING DAY OR EROSION CONTROL BMWS MUST BE IN PLACE (ECT-EC13) 3. THE USE OF A GRAVEL BLANKET AT CONSTRUCTION ENTRANCES WITH PUBUC ROADS IS REQUIRED AT ALL TIMES DURING CONSTRUCTION. (TC -1) 4. THE CONTRACTOR SHALL RESTRICT TRAFFIC AND POST 15 MPH SPEED LIMITS ON THE SITE TO REDUCE OUST. (WE -1) 5. THE CONTRACTOR SHALL WATER THE SITE AS NEEDED TO ELIMINATE DUST. (MINIMUM OF 650 GALLONS/AC. AND ONCE DAILY, WE -1) 6. CONSTRUCTION EQUIPMENT SHALL BE PARKED, WHEN NOT IN USE AND FOR MAINTENANCE, IN DESIGNATED AREA (NS -8,10) . 7. SILT FENCING, STRAW BALES AND SANDBAGS WILL BE INSTALLED AS DIRECTED BY THE GSD/QSP, AS NEEDED. (OF-1,SE-5,SE-6,S:-B,SE-9) & EXCEPT AS OTHERWISE APPROVED BY THE QSD/QSP, ALL REMOVABLE PROTECTIVE DEUCES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY OR ON WEEKENDS WHEN THE 48-HOLJR RAIN PROBABILITY FORECAST EXCEEDS 505. 9. ALL LOOSE SOL AND DEBRIS, WHICH MAY CREATE A POTENTIAL HAZARD TO OFFSITE PROPERTY, SHALL BE REMOVED FROM THE SITE AS DIRECTED BY THE OSP. 10. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN THE SITE IS AT THE OSCRETON OF THE OSP. 11. EROSION CONTROL DEVICES WILL BE MODIFIED AS NEEDED AS THE PROJECT PROGRESSES AND PLANS OF THESE CHANGES SUBMITTED FOR APPROVAL. AS REWIRED.. 12. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM. 13. THIS PLAN HAS BEEN CREATED AS A BEGINNING CONCEPT ONLY. IF BMPS SHOWN ARE DEEMED INEFFECTIVE OR UNNECESSARY, QSP IS TO REMOVE OR SELECT ALTERNATIVE BMPS FROM CASQA'S HANDBOOK AND REDUNE THIS PLAN AS NEEDED. 14. WHILE NOT ALL THE USTED BMP'S ARE NOT INCLUDED IN THE SPECIFIC TEXT OF THE EROSION CONTROL PLAN, MANY OF THESE ITEMS ARE SILL NECESSARY TO ADDRESS SPECIFIC CONSTRUCTION PROCEDURES THE CONTRACTOR PLANS TO IMPLEMENT. THESE ITEMS SUCH AS REFUELING STATIONS, BATCH PLANTS, WASTE FACIUTIES AND THE LIKE ARE NOT SPECIFICALLY SITED ON THE PLAN BUT STILL ARE REWIRED TO BE ADDRESSED BY THE CONTRACTOR BASED ON THE CONTRACTORS PLANNED LOCATIONS. 15. ALL BMP'S MAY NOT BE LISTED ON THIS EROSION CONTROL PLAN. THE CONTRACTOR IS REFERRED TO BE FAMILIAR WITH THE SWPPP DOCUMENT FOR THIS SITE, AS IT MAY INCLUDE ADDITIONAL NECESSARY BMP -S. DUET CONTROL NOTES: CONSTRUCTION OF THE PROJECT REWIRES THE IMPLEMENTATION OF CONTROL MEASURES RECOMMENDED BY THE SAN JOAQUIN VALLEY NR POLLUTION CONTROL DISTRICT THAT CAN REDUCE FUGITIVE DUST EMISSIONS ASSOCIATED WITH THIS PROJECT: A. ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BORG ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES, SHALL BE EFFECTIVELY STABILIZED OF DUST EMISSIONS USING WATER, COVERED WITH A TARP OR OTHER SUITABLE COVER, OR VEGETATIVE (ROUND COVER. B. ALL ONSITE UNPAVED ROADS AND OFFSITE UNPAVED ACCESS ROADS SHALL BE EFFECTIVELY STABUZED OF DUST EMISSIONS USING WATER C. ALL LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, LAND LEVELING, GRADING, CUT & FILL, AND DEMOLITION ACTIVITIES SHALL BE EFFECTIVELY CONTROLLED OF FUGITIVE DUST EMISSIONS UTILI23NG APPUCATM OF WATER OR BY PRESOAKING D. WHEN MATERIALS ARE TRANSPORTED OFFSITE, ALL MATERIAL SHALL BE COVERED, OR EFFECTIVELY WETTED TO UNIT VISIBLE DUST EMISSIONS, AND AT LEAST SIX INCHES OF FREEBOARD SPACE FROM TOP OF THE CONTAINER SHALL BE MAINTAINED. E ALL OPERATIONS SHALL LIMIT OR EXPEDITIOUSLY REMOVE THE ACCUMULATION OF MUD OR TRAOROUT FROM ADJACENT PUBLIC STREETS AT THE ENO OF EACH WORKDAY. (USING A PIWO-EFROENT METHOD, SE -7% F. FOLLOWING THE ADDITION OF MATERIALS TO, OR THE REMOVAL OF MATERIALS FROM, THE SURFACE OF OUTDOOR STORAGE PILES, SAID PILES SHALL BE EFFECTIVELY STABILIZED OF FUGITIVE DUST EMISSIONS URUZING SUFFICIENT WATER AND COVERING. G. ASPHALT -CONCRETE PAVING SHALL COMPLY WITH DMP THAT PREVENT INFILTRATION OF PAYING MATERIALS AND RUNOFF INTO STORM DRAIN SYSTEMS (NS -3). H. CEASE GRADING ACTIYITES DURING PERIODS OF BOH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). I. UMIT CONSTRUCTION RELATED VEHICLE SPEEDS TO 15 MPH ON ALL UNPAVED AREAS AT THE CONSTRUCTION SITE. J. ALL DUST CONTROL MEASURES ARE NOT NECESSARILY USTED HERE ON THIS PLAN, THE CONTRACTOR IS REFERRED TO THE DUST CONTROL PLAN FOR THIS PROJECT AND/OR SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT RULES TO CHECK COMPLIANCE. DISTURBED AREA- AREA DISTURBED — 11.96 ACRES r SANGERA PROPERTIES, LLC 5600 GASOLINE ALLEY DRIVE BAKERSFIELD, CA 93313 CONTACT: DAMON CULBERTSON (661) 394-1300 GENERAL CONTRACTOR: McMURTREY ONCE, INC. 1025 ESPREE STREET B.A.KERSFIELD, CA 93,301 CONTACT: JIM McMURTREY (661) 321-9130 rii FRe i FR��i M - FR, I \ E I I N A Lig FR... FR� FRJ A FIBER ROLLS AT BLAINE S. NEPTUNE, PE, QSD/P QSD CERT.: 20178 MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 TEL. NO. (661) 834-4814 ENGINEER: MCINTOSH & ASSOCIATES 2001 WHEELAN COURT BAKERSFIELD, CA 93309 CONTACT: ROGER McINTOSH TEL. NO. (661) 834-4814 12" MIN FIBER ROLLS 8' MIN x-3/4" x 3/4" WOOD STAKES -�f MAX C SPACING SECTION A -A DETAIL A STOCKPILE WITH FIBER ROLLS NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASQA BMP WM-3 & SE -5 IN STE SWPPP FOR DETAILS [:401111 0 1 a I ol L, k 0 0- OWL 3011 PANAMA 1 CITY OF BAKERSFIELD COUNTY OF KERN, STATE OF CALIFORNIA GRADING PERMIT # 19=40000062 5F15C388914 DETAL B GRAVEL APRON AT CONSTRUCTION ENTRANCE NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASOA BMP TC -1 IN SITE SWPPP & DUST CONTROL PLAN FOR SPECIFIC REQUIREMENTS , PLAN, LATH &FLAGGING i0 ROAD GRAVEL 12 MIN G. BAGS*DRAINT -771 GRAVEL WITCHES HAT i] . ..e SANDBAG BAGS- BAGS BERM PA CHECO RD. 20 INLETCHES 0 ADRAIN FA RVIEW RQAD o PERMEABLE O PANAMA t lu k( FIBER LINING PROFILE MEW 30 29 HAT 29 28 2] & O 26 2 FLOW SECTION A -A ¢ D NO SCALE A aPMAMA 0 A i7 GUTTER 31 RIDE 33 34 MCKEE PD 32 GRE FIE ERtJEC 6� 11� s �� SLT FCC SLT FCE SLT FCC F�3�f Ya I SI E 121gg) ] 8 \/ 3 8� w 1OG u 1199 0 BUS ti ❑ ❑ ❑ o 10 MIL PLASTIC PLAN VIEW LINING NOT TO SCALE°) PLYWOOD 48" X 24" c � SANDBAG PAINTED WHITE e BLACK z CONCRETE LETTERS 8` 10 MIL ,WASHOUT HEIGHT PLASTIC 5" LAG SCREWS AGE 3' tODE'VEL 3' r WOOD POST 3' 3' X BERM HOLE FOR c. CONCRETE SECTION A-1 WASH. CONCRETE WASHOUT NOT TO SIGN DETAIL SCALE OR EQUIVALENT NOTES SILT FENCE 1. CONCRETE WASH MUST BE 10' BY 10' W� SLT FCE SLT FCE MMMII/SLT FCE " 2. CONCRETE WASHOUT SIGN MUST BE 50' MIN INSTALLED VATHIN 30 FEET OF THE CONCRETE WASHOUT. PLAN VIEW 3. TO BE CONSTRUCTED BELOW GRADE. DETAL B GRAVEL APRON AT CONSTRUCTION ENTRANCE NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASOA BMP TC -1 IN SITE SWPPP & DUST CONTROL PLAN FOR SPECIFIC REQUIREMENTS GRATE INLET PROTECTION NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASQA BMP SE -10 IN SITE SWPPP FOR DETAILS MAX. REACH=500' (SEE N07E) WOOD STAKE I I J r - - (FABRIC I t5' a a TOE OF SLOPE ADTEI CO STRUCT THE LENGTH OF EACH REACH SO THAT THE CHANCE /N BASE ELEVA770V ALONG 7HE REACH DOES NOT IXCLED 1/3 M' HEIGHT OF DHE LINEAR BARRIER. SILT FENCE (PLAN VIEW) �2"X2" WOOD STAKE ASR E VOMNEAI_ ONS FABRIC �L\WOOD STAKE 45. END STAKE END STAKE y SANDBAGS (2 -LAYERS HIGH) W1 TOE OF SLOPE Oi OPONAMAINNANCEOPENING D TAI SEDIMENT LADEN RUNOFF OPE FABRIC 70 FOLD AROUND -1 /UGI: /HCH STAKES ONE FULL 7URN. END STAKE DETAIL (TOP VIEW), STAKE B FABRIC SECTION B WIRE TOP OF STAKES TOGETHER FABRIC SECTION A STAKE A N07E5. 1, FABRIC 70 FOLD AROJNDEACH STAKE ONE CULL TURN. 2. STAKES SHALL BE DR/WN 77GV7LY 70GE7HER 3. .0N/NG SECDCNS SHALL NOT BE PLACED PLACED AT SUMP LOCA770NS 4. SECURE FABRIC TO STAKE WTH 4 STAPLES (1 XM- STAPLE, 15 GAUGE MIN) JOINING SECTION DETAIL (TOP VIEW M 2"X2" WOOD STAKE FILTERED FUNOFF EJ TAMPED BACKFILL EJ DIRECTION OF FLOW SLOPE SLOPE DIRECTION DETAIL SILT FENCE NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASQA BMP SE -1 , PLAN, LATH &FLAGGING i0 ROAD GRAVEL ON ALL SIDES MIN G. BAGS*DRAINT 13 GRAVEL WITCHES HAT i] SANDBAG BAGS- BAGS BERM PA CHECO RD. 20 INLETCHES 0 ADRAIN FA RVIEW RQAD o O PANAMA t lu 24 1919 ] 20 30 29 HAT 29 28 2] & O 26 2 FLOW SECTION A -A ¢ D NO SCALE A aPMAMA 0 A i7 GUTTER 31 RIDE 33 GRATE INLET PROTECTION NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASQA BMP SE -10 IN SITE SWPPP FOR DETAILS MAX. REACH=500' (SEE N07E) WOOD STAKE I I J r - - (FABRIC I t5' a a TOE OF SLOPE ADTEI CO STRUCT THE LENGTH OF EACH REACH SO THAT THE CHANCE /N BASE ELEVA770V ALONG 7HE REACH DOES NOT IXCLED 1/3 M' HEIGHT OF DHE LINEAR BARRIER. SILT FENCE (PLAN VIEW) �2"X2" WOOD STAKE ASR E VOMNEAI_ ONS FABRIC �L\WOOD STAKE 45. END STAKE END STAKE y SANDBAGS (2 -LAYERS HIGH) W1 TOE OF SLOPE Oi OPONAMAINNANCEOPENING D TAI SEDIMENT LADEN RUNOFF OPE FABRIC 70 FOLD AROUND -1 /UGI: /HCH STAKES ONE FULL 7URN. END STAKE DETAIL (TOP VIEW), STAKE B FABRIC SECTION B WIRE TOP OF STAKES TOGETHER FABRIC SECTION A STAKE A N07E5. 1, FABRIC 70 FOLD AROJNDEACH STAKE ONE CULL TURN. 2. STAKES SHALL BE DR/WN 77GV7LY 70GE7HER 3. .0N/NG SECDCNS SHALL NOT BE PLACED PLACED AT SUMP LOCA770NS 4. SECURE FABRIC TO STAKE WTH 4 STAPLES (1 XM- STAPLE, 15 GAUGE MIN) JOINING SECTION DETAIL (TOP VIEW M 2"X2" WOOD STAKE FILTERED FUNOFF EJ TAMPED BACKFILL EJ DIRECTION OF FLOW SLOPE SLOPE DIRECTION DETAIL SILT FENCE NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASQA BMP SE -1 DETAL E CONCRETE WASHOUT NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASQA BMP VRA -B IN SITE SWPPP FOR SPECIFIC REQUIREMENTS , PLAN, LATH &FLAGGING i0 ROAD ON ALL SIDES MIN t5 14 13 18 i] SANDBAG ®®� BERM PA CHECO RD. 20 COS 0 ❑ ❑ ❑ FA RVIEW RQAD o O PANAMA t lu 24 1919 ] 20 30 29 CURB 29 28 2] & O 26 2 FLOW ¢ D R0. A aPMAMA 0 A i7 GUTTER 31 RIDE 33 34 MCKEE PD 32 GRE FIE ERtJEC 6� 11� s �� ZE o F�3�f Ya I SI E 121gg) ] 8 \/ 3 8� w 1OG u 1199 0 BUS ti ❑ ❑ ❑ o 10 MIL PLASTIC PLAN VIEW LINING NOT TO SCALE°) PLYWOOD 48" X 24" SANDBAG PAINTED WHITE e BLACK CONCRETE LETTERS 8` 10 MIL ,WASHOUT HEIGHT PLASTIC 5" LAG SCREWS AGE 3' tODE'VEL 3' WOOD POST 3' 3' X BERM HOLE FOR CONCRETE SECTION A-1 WASH. CONCRETE WASHOUT NOT TO SIGN DETAIL SCALE OR EQUIVALENT NOTES 1. CONCRETE WASH MUST BE 10' BY 10' MINIMUM " 2. CONCRETE WASHOUT SIGN MUST BE INSTALLED VATHIN 30 FEET OF THE CONCRETE WASHOUT. 3. TO BE CONSTRUCTED BELOW GRADE. 4. A ROU_ OFF DUMPSTER WITH 10 MIL z (MIN) PLASTIC LINING MAY BE USED T> UPON QSP APPROVAL. DETAL E CONCRETE WASHOUT NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASQA BMP VRA -B IN SITE SWPPP FOR SPECIFIC REQUIREMENTS VICINITY MAP KW TO SOME LEGEND MATERIAL LAY -DOWN AND EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. (SEE DETAIL A ON THIS SHEET) ®n+ CURB INLET (SEE DETAIL F & SE -10) GRATE INLET (SEE DETAIL D THIS SHEET) 50' LONG GRAVEL PAD AT CONSTRUCTION ENTRANCE (SEE DETAIL B ON SHEET CS) E] CONSTRUCT CONCRETE WASHOUT (PER DETAIL E THIS SHEET) SLT FCE SLT FENCE (DETAIL C THIS SHEET) .. � .. STE BOUNDARY - - - - - - - - - BUILDING PAD/GRADE BREAK FR— FIBER ROLLS --- o PROPOSED STORM DRAIN LINE CONSTRUCTION RTES: Ili POST 'NO TRESPASSING" SIGN AT PROJECT ENTRANCE(S) POST "CONSTRUCTION TRAFFIC 15 MPH" SIGN AT PROJECT ENTRANCE(S) X3"1 MATERIAL LAY -DOWN AREA. (SEE DETAIL A THIS SHEET) 4) EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT ' (SEE DETAIL A THIS SHEET) 5i GRAVEL PAD AT CONSTRUCTION ENTRANCE MIN. 50' LONG �.� (SEE DETAIL B THIS SHEET) ("6,) INLET PROTECTION WITH GRAVEL BAGS. (SEE DETAILS D & F THIS SHEET) �7� STOCKPILE [PLACE FIBER ROLLS AT TOE OF SLOPE ALL THE WAY AROUND THE STOCKPILE] (SEE DETAIL A THIS SHEET) �, ,8 CONSTRUCT CONCRETE WASHOUT (PER DETAIL E THIS SHEET) 2 PLAN, ROAD !!-- 17ry i6y t5 14 13 18 i] ®®� PA CHECO RD. 20 COS RD 2 z3 FA RVIEW RQAD o PANAMA t R 7 24 1919 ] 20 30 29 CURB 29 28 2] & O 26 2 FLOW ¢ SKIN R0. aPMAMA 35 i7 GUTTER 31 RIDE 33 34 MCKEE PD 32 GRE FIE ERtJEC 6� 11� s �� ZE o F�3�f Ya I SI E 121gg) ] 8 \/ 3 8� w 1OG u 1199 0 BUS ti VICINITY MAP KW TO SOME LEGEND MATERIAL LAY -DOWN AND EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. (SEE DETAIL A ON THIS SHEET) ®n+ CURB INLET (SEE DETAIL F & SE -10) GRATE INLET (SEE DETAIL D THIS SHEET) 50' LONG GRAVEL PAD AT CONSTRUCTION ENTRANCE (SEE DETAIL B ON SHEET CS) E] CONSTRUCT CONCRETE WASHOUT (PER DETAIL E THIS SHEET) SLT FCE SLT FENCE (DETAIL C THIS SHEET) .. � .. STE BOUNDARY - - - - - - - - - BUILDING PAD/GRADE BREAK FR— FIBER ROLLS --- o PROPOSED STORM DRAIN LINE CONSTRUCTION RTES: Ili POST 'NO TRESPASSING" SIGN AT PROJECT ENTRANCE(S) POST "CONSTRUCTION TRAFFIC 15 MPH" SIGN AT PROJECT ENTRANCE(S) X3"1 MATERIAL LAY -DOWN AREA. (SEE DETAIL A THIS SHEET) 4) EQUIPMENT PARKING WITH PROTECTIVE OIL PANS UNDER EQUIPMENT ' (SEE DETAIL A THIS SHEET) 5i GRAVEL PAD AT CONSTRUCTION ENTRANCE MIN. 50' LONG �.� (SEE DETAIL B THIS SHEET) ("6,) INLET PROTECTION WITH GRAVEL BAGS. (SEE DETAILS D & F THIS SHEET) �7� STOCKPILE [PLACE FIBER ROLLS AT TOE OF SLOPE ALL THE WAY AROUND THE STOCKPILE] (SEE DETAIL A THIS SHEET) �, ,8 CONSTRUCT CONCRETE WASHOUT (PER DETAIL E THIS SHEET) OCTAL F CURB INLET PROTECTION NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASQA DETAIL SE -10 IN SITE SWPPP FOR DETAIL 156 Know what's below. Call before you dig. I 0 Z 0OII SIDEWALK0 SIDEWALK t L CURB CURB INLET CURB FLOW E FLOW i7 GUTTER RIDE GUTTER 1=' MEW GRAVEL BAG OCTAL F CURB INLET PROTECTION NOT TO SCALE 'CONTRACTOR SHALL REFERENCE CASQA DETAIL SE -10 IN SITE SWPPP FOR DETAIL 156 Know what's below. Call before you dig. I 0 Z 0OII W (A < M O J m W iii ? o}M w < o U1 z'Coz J 0 oom a. a 24`11,l 1 r: .. cif �'Yl'�..�rr.�.. �1■ifN�..■I�ni i �.. �.� o, -. _ -._ is--- _.. L: w z .. _qac_ _ ��, ,r! :-7l,... �i ter} �.. �.. �..�.r�■.r�.. �.�, .w�.• •_�aT-r.i �.. ��r. -__--_ ,,: ,�, 5p ..>> .,.. u, ram --._,: --__ _-___�__-_ -.-_ __ -_._—_______________ ____ _,w.- - __ n=.-'^.." '`J �'.:Y iii'�5..�il■moi'. ^, mss, ,o -..-z ...-_: - -. .._---_ �, _ ,.� r —m- -,n .�>— ,,, — ter_.,_ ... _._�----_.-,.__ '_- o: --�_ - 'wr � �1r. �.�t.r �i;.,�.�.R c' 9 __________ 1 _. -- 7— z r `'� i a „", _a�,kFUTURE BLDG :,_ �.- L _ _ _ __— , ,. •. x x x x K / ( I'- 3003 PANAMA LANE Ll 4 ".� L.— — --_ —— ----- _L _--_— _.,y.._ _r_--_ --,1 60 _.. yi{Y} �} Y �) r D- p 0 D D , n ,..�:-. rso� .._i .... <. .^.. ."t^. -3' M,J ..—. .. _._ _ —.� '.. i� R x f --'� r ! i � ,( i , i ,� ..) ... L,vL >�n`u ... ,..: ...i j -, �� y �� i �- �i■x °r ✓ - n i i 6 i ■ �..�..�..�.. �.. �.. .. ... .. �..-r.-�r��'.r�r'. �rr�■��r��r�-�r'r�'.■�r.�..'��r�-r �' �1.>.'�-r-r»rr'r»'r.�-..�I■-rt�r.�rr�r'..>s.r�r. Wr�a�.r�r.'1r•■>•i�rr�-. t•1�■�-. �IrM.. �l•.a�.r��'e:'�� I I i LEGEND CONSTRUCTION NOTES: MATERIAL LAY -DOWN AND EQUIPMENT PARKING 0 POST "NO TRESPASSING" SIGN AT PROJECT ENTRANCE(S) WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. (SEE DETAIL A ON SHEET C6) l( POST "CONSTRUCTION TRAFFIC 15 MPH" SIGN AT PROJECT ENTRANCE(S) CURB INLET (SEE DETAIL F & SE -10 ON SHEET C6) U MATERIAL LAY -DOWN AREA. (SEE DETAIL A ON SHEET C6) GRATE INLET (SEE DETAIL D ON SHEET C6) O (SEE PDET ILPAROKING MTN N SHEET C6) PROTECTIVE OIL PANS UNDER EQUIPMENT 50' LONG GRAVEL PAD AT CONSTRUCTION ENTRANCE 5 GRAVEL PAD AT CONSTRUCTION ENTRANCE MIN. 50' LONG ` (SEE DETAIL B ON SHEET C6) (SEE DETAIL 8 ON SHEET CB) OINLET PROTECTION WITH GRAVEL BAGS. (SEE DETAIL D OR F ON SHEET C6) El CONSTRUCT CONCRETE WASHOUT (PER DETAIL E ON SHEET Cl G STOCKPILE [PLACE FIBER ROLLS AT TOE OF. SLOPE ALL THE WAY AROUND THE STOCKPILE] (SEE DETAIL A ON SHEET C6) MEMM SILT FCE � SILT FENCE (DETAIL C THIS SHEET O CONSTRUCT CONCRETE WASHOUT (PER DETAIL E ON SHEET Cl �.. �..� SITE BOUNDARY MOVE STAGING AREA AND GRAVEL ENTRANCE AS NEEDED TO ACCOMMODATE - - - - - - - - - BUILDING PAD/GRADE BREAK CONSTRUCTION PHASING. ONLY ONE GRAVEL APRON IS REQUIRED AT A TIME DURING CONSTRUCTION. CONTRACTOR SHALL RESTRICT VEHICLE r«— FIBER ROLLS TRAFFIC TO USING THE DESIGNATED ENTRANCE WITH GRAVEL APRON. --- D PROPOSED STORM DRAIN LINE (0 0) 00 "i 0 0 O- Z 06 C11 < SCALE: 1" = 30' 30' 15' 0' 30' 60' Know what's below. Call before you dig. 2 �I PANA1,11A LANE .. cif �'Yl'�..�rr.�.. �1■ifN�..■I�ni i �.. �.� o, -. _ -._ is--- _.. L: w z .. _qac_ _ ��, ,r! :-7l,... �i ter} �.. �.. �..�.r�■.r�.. �.�, .w�.• •_�aT-r.i �.. ��r. -__--_ ,,: ,�, 5p ..>> .,.. u, ram --._,: --__ _-___�__-_ -.-_ __ -_._—_______________ ____ _,w.- - __ n=.-'^.." '`J �'.:Y iii'�5..�il■moi'. ^, mss, ,o -..-z ...-_: - -. .._---_ �, _ ,.� r —m- -,n .�>— ,,, — ter_.,_ ... _._�----_.-,.__ '_- o: --�_ - 'wr � �1r. �.�t.r �i;.,�.�.R c' 9 __________ 1 _. -- 7— z r `'� i a „", _a�,kFUTURE BLDG :,_ �.- L _ _ _ __— , ,. •. x x x x K / ( I'- 3003 PANAMA LANE Ll 4 ".� L.— — --_ —— ----- _L _--_— _.,y.._ _r_--_ --,1 60 _.. yi{Y} �} Y �) r D- p 0 D D , n ,..�:-. rso� .._i .... <. .^.. ."t^. -3' M,J ..—. .. _._ _ —.� '.. i� R x f --'� r ! i � ,( i , i ,� ..) ... L,vL >�n`u ... ,..: ...i j -, �� y �� i �- �i■x °r ✓ - n i i 6 i ■ �..�..�..�.. �.. �.. .. ... .. �..-r.-�r��'.r�r'. �rr�■��r��r�-�r'r�'.■�r.�..'��r�-r �' �1.>.'�-r-r»rr'r»'r.�-..�I■-rt�r.�rr�r'..>s.r�r. Wr�a�.r�r.'1r•■>•i�rr�-. t•1�■�-. �IrM.. �l•.a�.r��'e:'�� I I i LEGEND CONSTRUCTION NOTES: MATERIAL LAY -DOWN AND EQUIPMENT PARKING 0 POST "NO TRESPASSING" SIGN AT PROJECT ENTRANCE(S) WITH PROTECTIVE OIL PANS UNDER EQUIPMENT. (SEE DETAIL A ON SHEET C6) l( POST "CONSTRUCTION TRAFFIC 15 MPH" SIGN AT PROJECT ENTRANCE(S) CURB INLET (SEE DETAIL F & SE -10 ON SHEET C6) U MATERIAL LAY -DOWN AREA. (SEE DETAIL A ON SHEET C6) GRATE INLET (SEE DETAIL D ON SHEET C6) O (SEE PDET ILPAROKING MTN N SHEET C6) PROTECTIVE OIL PANS UNDER EQUIPMENT 50' LONG GRAVEL PAD AT CONSTRUCTION ENTRANCE 5 GRAVEL PAD AT CONSTRUCTION ENTRANCE MIN. 50' LONG ` (SEE DETAIL B ON SHEET C6) (SEE DETAIL 8 ON SHEET CB) OINLET PROTECTION WITH GRAVEL BAGS. (SEE DETAIL D OR F ON SHEET C6) El CONSTRUCT CONCRETE WASHOUT (PER DETAIL E ON SHEET Cl G STOCKPILE [PLACE FIBER ROLLS AT TOE OF. SLOPE ALL THE WAY AROUND THE STOCKPILE] (SEE DETAIL A ON SHEET C6) MEMM SILT FCE � SILT FENCE (DETAIL C THIS SHEET O CONSTRUCT CONCRETE WASHOUT (PER DETAIL E ON SHEET Cl �.. �..� SITE BOUNDARY MOVE STAGING AREA AND GRAVEL ENTRANCE AS NEEDED TO ACCOMMODATE - - - - - - - - - BUILDING PAD/GRADE BREAK CONSTRUCTION PHASING. ONLY ONE GRAVEL APRON IS REQUIRED AT A TIME DURING CONSTRUCTION. CONTRACTOR SHALL RESTRICT VEHICLE r«— FIBER ROLLS TRAFFIC TO USING THE DESIGNATED ENTRANCE WITH GRAVEL APRON. --- D PROPOSED STORM DRAIN LINE (0 0) 00 "i 0 0 O- Z 06 C11 < SCALE: 1" = 30' 30' 15' 0' 30' 60' Know what's below. Call before you dig. 2 �I