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HomeMy WebLinkAbout1.7-7222 Ph 1BENCH MARK USED: TOP OF BR. CAP IN CONCRETE. MONUMENT AT CENTERLINE INTERSECTION STINE RD AND POPPYSEED DRIVE. ELEVATION = 359.19 (C.O.B. DATUM) 7222 PHASE 1 AKERSFI LD, CALIFORNIA ABBREVIATIONS TYPICAL ALL SHEETS UNLESS SUPERSEDED BY SHEET DEFINITION EX EXISTING FUT FUTURE FG FINISHED GROUND FS FINISHED SURFACE FP FINISHED PAD FF FINISHED FLOOR NG or OG NATURAL/ORIGINAL GROUND EP EDGE OF ASPHALT CONCRETE PAVEMENT AC TOP OF ASPHALT CONCRETE PAVEMENT AB AGGREGATE BASE ASB AGGREGATE SUB—BASE CL CENTERLINE DWY or D/A DRIVEWAY OR DRIVE APPROACH FL FLOWLINE GB GRADE BREAK TOG TOP OF GRATE/CATCH BASIN INLET TOC TOP OF CONCRETE CONC CONCRETE BW BACK OF SIDEWALK TC TOP OF CURB BCR BEGIN CURB RETURN ECR END CURB RETURN PI POINT OF INTERSECTION EC END CURVE PLANZ 99 ROAD BC BEGIN CURVE �PIVC VERTICAL CURVE POINT OF INTERSECTION 18 ¢0 17 16 15 14 13 18 17 ❑���POVC POINT ON VERTICAL CURVE RD. PA CHECO VC VERTICAL CURVE C Q❑ 3 FA IRVIEw ROAD BVC BEGIN VERTICAL CURVE 19 1 22 (--�❑ 24 LANE 2 EVC END VERTICAL CURVE o L_1 PRC POINT OF REVERSE CURVE EDISON PCC POINT OF COMPOUND CURVE 30 29 288 27 0 26 25 30 29 N ON THIS SHEET McCUTC EN ROAD OSKIN RD. MAX MAXIMUM p 35 3631 MIN MINIMUM 1 34 MCKEE RD. 32 TYP TYPICAL PU KIN EL or ELEV ELEVATION OLD RNR 119 w CE ER a ❑� o BDRY BOUNDARY 6 5m 4 a Q 2 URNO ROAD z R RADIUS ENGTH Nw o AF ACRE—FEET 8 � 9 10 � 11 � 12 99s � -N- LF LINEARSF EFEETT ❑ __ BUS EA EACH i n 16 CY CUBIC YARDS O 1 ESMT EASEMENT RW RIGHT—OF—WAY SD STORM DRAIN CB CATCH BASIN SWR SANITARY SEWER VICINITY MAP MH MANHOLE WTR WTR G GAS NO SCALE REQ'D REQUIRED PERMIT NO. 14-40000021 GRADING QUANTITIES QUAN7771ES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF 7NE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, 774E CON7RACTOR SHALL CONTACT 7HE ENGINEER SO THAT AD.VS7MEN7S MAY BE MADEE, 7HE CON7RACTOR SHALL NOT USE 7HESE QUAN7777ES 70 BASE HIS BID ON. CUT FILL (INCLUDES OVER—EX.) [(�sLim GRADED AREA PER THIS PLAN 6.42 AC SHEET No. INDEX Q TITLE SHEET 02 GENERAL NOTES Q3 NORTH ® SOUTH 9,918 CY 14,730 CY 6,796 CY LEGAL DESCRIPTION: BEING A PORTION OF THE NORTHEAST QUARTER, LOT 2 OF PMW 04-0357 OF SECTION 27, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO MERIDIAN IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. NOTE: IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ ORDER NO. 92-08—DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. S t� SHEET Q3 SHEET CD KEY MAP SCALE: 1'=200' ■■■■■■■■■■■■ 7-7aaa aN V: ammm LEGEND x 3�01 ASBUILT/AS-GRADED PAD ELEV. SO SEWER MANHOLE © SEWER CLEANOUT 0 STORM—DRAIN MANHOLE CATCH—BASIN Q CENTERLINE MONUMENT ------------- PROPOSED STORM—DRAIN PROJECT BOUNDARY 6,796 CY LEGAL DESCRIPTION: BEING A PORTION OF THE NORTHEAST QUARTER, LOT 2 OF PMW 04-0357 OF SECTION 27, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO MERIDIAN IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. NOTE: IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ ORDER NO. 92-08—DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. S t� SHEET Q3 SHEET CD KEY MAP SCALE: 1'=200' ■■■■■■■■■■■■ 7-7aaa aN V: ammm �nnnl GRADING NOTES 1. ALL GRADING SHALL CONFORM WTH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THEREOF AND TO THE RECOMMENDATIONS CONTAINED IN, AND MADE A PART HEREOF THE PRELIMINARY SOILS REPORT PREPARED BY KRAZAN & ASSOCIATES, PROJECT NO. 022-05079 DATED JUNE 27, 2005, AND ALL ADDENDUMS THERETO. SOILS REPORT LETTER PREPARED BY KRAZAN & ASSOCIATES, PROJECT NO. 026-13315, DATED JULY 24, 2013. 2. 7HE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND COIVSMUC7701V TO INSURE COMPLIANCE WITH 7HE PLANS SOILS REPORT, SPECIFICA71ONS, AND CODE WITHIN 7HEIR PURVIEW. 3. CIVIL ENGINEER, GE07E'CHNICAL ENGINEER, AND BUILDING OFFICIAL WILL BE NOnnED FORTY EIGHT (48) HOURS PRIOR TO PLACING ANY FILL MATERIAL. 4. CON7RACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COND17IONS DURING 771E COURSE OF CONSMUC7101V OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, 7HAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMIT£D TO NORMAL WORKING HOURS, • AND THAT 7HE CON7RACTOR SHALL DEFEND, INDEMNIFY, AND HOLD 7HE OWNER, ARCHITECT, AND THE ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH 7HE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP71NG FOR LIABILITY ARISING FROM 7HE SOLE NEGLIGENCE OF THE OWNER, ARCHI7E'CT, OR THE ENGINEER. 5 7HE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACL177ES PRIOR TO BEGINNING CONSMUC71ON AND VERIFY 7HE LOCATION AND DEP7H OF ALL UNDERGROUND FACILITIES, INCLUDING 7FLEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES. 7H£ ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON 7HE PLAN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. (USA 1-800-227-2600) 6. 7HE 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 COMPACTING AND ACCEPTANCE OF GRADING, 7HE CONTRACTOR SHALL RE7URN AND CORRECT THE GRADING AT NO COST TO 7HE OWNER. Z 7HE GRADING CONTRACTOR SHALL WA7FR AS REQUIRED DURING THE GRADING OPERATIONS TO PREVENT 714E OCCURRENCE OF A DUST NUISANCE AND SHALL PRO7ECT CURBS AND 07HER OBJECTS WHICH ARE TO REMAIN. a EXCA VA77ON - EXCA VA 7101V SHALL CONSIST OF ALL EXCAVATION INVOLVED IN GRADING 7HE PROJECT AS SHOWN ON 7HE PLANS, EXCEPT ANY EXCA VA 7101V SEPARATELY DESIGNATED AND PAID FOR AS A SEPARA7E ITEM. 9. 7HE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE W1774 THE STANDARD SPECIFICA71ONS OF 7HE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, CURRENT EDI 71M INSOFAR AS 774E SAME MAY APPLY IN ACCORDANCE Wl7H 7HE N07ES HEREON. IN CASE OF CONFLICT W17H THE STANDARD SPECIFICATIONS AND ANY N07E'S HEREON, 7HE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLIC71NG POR770NSS, SAID SPECIRCA71ONS SHALL APPLY BUT NOT BE LIM17ED TO THE FOLLOWING. A) ALL CONCRETE SHALL BE CLASS "B" AS IN ACCORDANCE WIN SECTION 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE S7RENG7H AT 28 DAYS B) ASPHALTIC CONCRETE SHALL BE TYPE "B", MEDIUM GRADED, 1/2" MAXIMUM AGGREGA7E, AND INTIMATELY MIXED WITH 5-7X ASPHALT. 10. IN THE EVENT CONS7RUC77ON STAKING BASED ON MCINTOSH & ASSOCIATES' PLANS, DRAWINGS, OR 07HER DOCUMENTS IS PERFORMED BY AN07HER FIRM, Mc/N7OSH & ASSOCIATE'S SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM 7HE USE OF SAID PLANS, DRAWINGS, OR OTHER DOCUMENTS 11. MCIN70SH & ASSOCIATE'S SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, ]HESE PLANS ALL CHANGES 70 THESE PLANS MUST BE APPROVED, IN WRITING, BY McINTOSH & ASSOCIA7ES. 12. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING 7HERE OF AND 70 THE RECOMMENDA71ONS CONTAINED IN, AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORT (NOTE 1), AND ALL ADDENDUMS THERETO. IN CASE OF A CONFLICT BETWEEN 714E PLANS AND SPECIFICATIONS, THE MORE S7RINGENT REQUIREMENTS WILL TAKE PRECEDENCE. 13 UPON COMPLE7701V OF GRADING AND BEFORE 774E START OF CONS7RUC71O1V, A FINAL SOILS REPORT SHALL BE PREPARED BY 774E SOIL ENGINEER. 14. 774E SOIL ENGINEER SHALL REVIEW ALL EXCAVATIONS PRIOR TO BACKFILLING AND SHALL BE N071FIED OF ANY 17EM ENCOUNTERED DURING THE GRADING OPERATIONS 7HAT MIGHT AFFECT FOUNDA7101V STABILITY SO RECOMMENDA7TONS CAN BE MADE BY 774E SOIL ENGINEER. 15 CUT AND FILL SLOPES SHALL NOT BE STEEPER 774AN 2: L 16. ALL SLOPES GREA7E'R THAN THREE (3) FEET IN VER71CAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSIONN, IMPOR7ED FILL MATERIAL SHALL BE IN CONFORMANCE WITH 774£ RECOMMENDA77ONS OF 7HE SOILS REPORT (NOTE 1) AND SHOULD CONSIST OF ESSENTIALLY GRANULAR, SILTY SANDS Wl774 LOW EXPANSION P07EN77AL AND FREE OF GRASSES, WEEDS, ROCKS LARGER THAN FOUR INCHES IN DIAMETER, DEBRIS, AND SOLUBLE SULFATES IN EXCESS OF 1000 PARTS PER MILLION. 17. CLEARING AND GRUBBING - REMOVE ALL DEBRIS, SUCH AS METAL, ]RASH, BROKEN CONCRETE, VEGETA770N, 0774ER BIODEGRADABLE SUBSTANCES AND UNSUITABLE SOIL FROM AREAS TO BE GRADED. UNSUITABLE SOIL IS SOIL 7HAT, IN 714E OPINION OF THE BUILDING OFFICIAL, SOIL ENGINEER, OR CIVIL ENGINEER, IS NOT COMPETENT TO SUPPORT OTHER SOIL OR S7RUC7URES, OR TO SATISFACTORILY PERFORM ANY 07HER FUNC77ONS FOR WHICH 714E SOIL IS INTENDED. 18. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90X) PERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVAL METHOD PER APPENDIX J OF 7HE CURRENT CALIFORNIA BUILDING CODE AND CER71FI£D BY 7ESSTS AND REPORT FROM SOILS ENGINEER. 19. ENGINEERED FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES 1N COMPACTED 7HICKNESS BROUGHT TO NEAR THE OP77MUM MOIS77JRE CONTENT OR 70 A MOISTURE CONTENT COMMENSURATE WITH EFFE'C77VE COMPAC77ON AND SOIL STABILITY, AND COMPACTED 70 90% OF 7HE MAXIMUM DENSITY PER ASTM D1557-78, UNLESS SPECIFIED 07HERIMSE. COMPACTION SHALL BE CERTIFIED BY 7ESTS AND REPORT FROM THE SOILS ENGINEER. 20. FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WI7H A GROUND COVER INDIGENOUS TO 7HE AREA AND MAINTAINED AGAINST EROSION. 21. EARTHWORK QUAN7177ES ARE BASED ON 714E FREE FLOA77NG CONCRETE SLAB IN GRADE PER 114E SOILS REPORT (NOTE 1). QUAN7171ES FOR EARTHWORK CUT 9,918 CY FILL (INCLUDES OVER -EX.) 14,730 CY IMPORT 6.796 CY EXPORT TO BE USED IN OTHER PHASES QUAN7171ES ARE FOR GRADING PERMIT ONLY. 7HE ENGINEER MAKES NO WARRANTY OF 714E AN77CIPATED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT 714E ENGINEER SO THAT ADJUSTMENTS MAY BE MADE. 7HE CON7RACTOR SHALL NOT USE ]NESE QUAN7771ES TO BASE HIS BID ON. 22. BUILDING PAD PREPARA77ON - REFER 70 SOILS REPORT (NOTE 1). 23. PAVEMENT PREPARA77ON - REFER TO SOILS REPORT (NOTE 1). 24. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER 7RENCHES OR EXCAVA77ON FIVE (5) FEET OR DEEPER. 25. SUFFICIENT ACCESS TO 7HE EXISTING AND ABANDONED WELLS SHALL BE MAINTAINED IN ORDER FOR 7HE DIVISION OF GAS, OILS AND GE07HERMAL RESOURCES (DI VISION) TO IN VEST7GA 7F THE COlVD17701V OF 714£ WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDONMENTS ARE REQUIRED, 774E DIVISION SHALL FURNISH 7HE NECESSARY SPEOFICA77ONS TO 7HE PROPERTY OWNER. 26. AT 714E IN177AL CONS7RUCITON MEE71NG PRIOR TO GRADING ACTJVI77ES ALL CONS7RUCT10N WORKERS MUST BE INFORMED AS TO 714E SYMPTOMS OF VALLEY FEVER. 27. THE CONTRACTOR SHALL COMPLY WITH THE GUIDE FOR ASSESSING AND M17IGA77NG AIR QUALITY IMPACTS (GAMAQI), JANUARY 10, 2002 REVISION, GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES AS APPROVED AND RECOMMENDED FOR CONS7RUC77ON AC771471ES WITHIN THE SAN JOAQUIN VALLEY AS FOLLOWS. A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS. B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EX7ENDED PERIODS OF TIMEE, C. USE ELECTRIC EQUIPMENT FOR CONS7RUC710N WHENEVER POSSIBLE IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. D. CURTAIL USE OF HIGH -EMITTING CONSTRUC770N EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS SUCH AS 'SPARE-7HE-AIR' DAYS AS DECLARED BY THE SJVAPCD. E. ENCOURAGE CONS7RUC710N EMPLOYEES TO CARPOOL OR USE SHUTTLE TO RETAIL ESTABLISHMENTS AT LUNCH. 28. PRIOR TO 97E GRADING, SUBDIVIDER SHALL HAVE A PREC0NS7RUC710N SURVEY CONDUCTED TO SEARCH FOR NA 71 VE KIT FOX DENS SURVEY SHALL BE SUBMITTED TO 774E PLANNING DIRECTOR FOR REVIEW PRIOR TO GRADING. 7HE APPLICANT MAY BE SUBJECT TO SPECIAL NO7lnCA77ON REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS. 29. PRIOR TO 7HE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT TO THE MIGRATORY BIRD TREATY ACT. INCLUDING 7HE SWANSON HAWK DURING THE RAPTOR NESTING SEASON (FEBRUARY THROUGH SEPTEMBER). IF CONSTRUCTION IS TO OCCUR DURING RAPTOR NESTING/BREEDING SEASON (FEBRUARY 7HROUGH SEPTEMBER) NO CONS7RUC7ION ACTIVITY SHALL TAKE PLACE WITHIN 500 FEET OF A AC71VE NEST. TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE REMOVED ONLY DURING NON -BREEDING SEASON (OCTOBER 7HROUGH JANUARY) 30. THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PRO7EC7ED SPECIES WHICH ARE NOT ADDRESSED IN 7HE M8HCP, INCLUDING THOSE PROTECTED UNDER 7HE FEDERAL MIGRATORY BIRD TREATY ACT, SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR TO CONS7RUC77ON. THE FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPARTMENT OF FISH & GAME (CDFG) SHOULD BE NOTIFIED OF PREVIOUSLY UNREPORTED PROTECTED SPECIES. ANY UNANTICIPATED TAKE OF PROTECTED WILDLIFE SHALL BE REPORTED IMMEDIATELY TO THE CDFG AND USFWS 31. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCAVATION AND GRADING AC77147IES ON-SITE, THE CONTRACTOR SHALL STOP ALL WORK AND 7HE DEVELOPER SHALL RETAIN A QUALIFIED ARCHEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FINDING AND APPROPRIATE COURSE OF ACTION. SALVAGE OPERA7TON REQUIREMENTS IN APPENDIX K OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT GUIDELINES SHALL BE FOLLOWED AND 7HE 7R£AWENT OF DISCOVERED NA 77W AMERICAN REMAINS SHALL COMPLY WITH STATE CODES R£GULA71ONS OF THE AMERICAN HERITAGE COMMISSION. 32. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TIME ON ANY POR 7701V OF 7HE PROJECT, WORK SHALL HALT AND 7HE CORONER BE N077RED IMMEDIATELY (S£C770N 7050.5 OF THE HEAL 7H AND SAFETY CODE). 1N THE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED ARCHAEOLOGIST AND THE LOCAL NA71VE AMERICAN COMMUNITY SHALL ALSO BE NOTIFIED. 33. 714E CON7RACTOR SHALL COMPLY W17H SAN JOAQUIN VALLEY AIR POLLU7701V CON7ROL DISTRICT (SJVAPCD) RECULA770M VIII, DUST CON7ROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING GRADING AND CONSTRUC770N PHASES THE Ml7IGA770N MEASURES TO BE TAKEN ARE AS FOLLOWS.• A. WATER EXPOSED SURFACES (SOIL) 7HREE-71MESAAY. B. WA7E'R ALL HAUL ROADS AT A MINIMUM OF 7HREE 77MES PER DAY. C. REDUCE SPEED ON UNPAVED ROADS 70 LESS THAN 15 MILES PER HOUR. D. STABILIZE ALL DISTURBED AREAS, INCLUDING STORAGE PILES WHICH ARE NOT BEING AC71VELY U77LIZED FOR CONSTRUCTION PURPOSES USING WA 7ER OR BY COVERING WITH A 7RAP, 07HER SUITABLE COVER OR VEGETA77VE GROUND COVER. E. CON7ROL FUG177VE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING, EXCA VA7ION, LEVELING, GRADING, OR CUT & FILL OPERA TONS WITH APPUCA770N OF WATER OR BY PRESOAKING. F. WHEN 7RANSPOR77NG MATERIALS OFF317E', MAINTAIN A FREEBOARD LIMIT OF AT LEAST SIX INCHES AND COVER OR EFF£C7IVELY WET TO LIMIT VISIBLE DUST EMISSIONS G. LIMIT AND REMOVE THE A CCUMULA 7701V OF MUD AND/OR DIRT FROM ADJACENT PUBLIC ROADWAYS AT 774E END OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WET77NG TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN). H. STABILIZE 7HE SURFACE OF STORAGE PILES FOLLOWING 774E ADD17ION OR REMOVAL OF MATERIALS USING WATER. L REMOVE 7RACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM 774E 97E A T 774E END OF EACH WORKDA Y. J. CEASE GRADING AC771477ES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). K. ASPHALT -CONCRETE PAVING SHALL COMPLY W7H 774E SJVAPCD RULE 4641 AND RES7RICT USE OF OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PAVING MA7ERIALS 34. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE W17H APPENDIX J OF 7HE CALIFORNIA BUILDING CODE. 35. IF 7HE PROJECT IS SUBJECT TO THE PROVISIONS OF 7HE NA77ONAL POLLUTANT DISCHARGE ELIMINA770N SY57E'M (NPOES), A "NO77CE OF IN7ENT" (N00 TO COMPLY WI77-1 THE 7ERMS OF 774E GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WO ORDER NO. 92-08-DWO) MUST BE FILED WITH STATE WATER RESOURCES CON7ROL BOARD IN SACRAMEN70 BEFORE 7HE . BEGINNING OF ANY CONS7RUC77ON AC71WTY. COMPLIANCE WI7H 774E GENERAL PERMIT REQUIRES THAT A STORM WATER POLLU7701V PLAN (SWPPP) BE PREPARED, COIV77N000SL Y CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPEC71ON DURING NORMAL CONS7RUC770N HOURS 36. AN OPEN S7REET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSRELD PUBLIC WORKS DEPAR714ENT FOR ANY WORK PERFORMED 107HIN EXIS77NG ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ES71MA7E FOR THE WORK PERFORMED W17HlN 7HE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 37. ALL ONSITE UNPAVED ROADS AND OFF97E UNPAVED ACCESS ROADS SHALL BE EFFEC77WLY STABILIZED OF DUST EMISSIONS USING WATER OR CHEMICAL STABIUZER/SUPPRESANT. 38. SURFACE DRAINAGE TO BE ONE (1X) PERCENT MINIMUM, EXCEPT AS WAIVED BY 7HE BUILDING OFFICIAL. 39. WASH OFF CONSTYUC77ON AND HAUL 7RUCKS TO MINIMIZE THE REMOVAL OF MUD AND DIRT FROM THE PROJECT SITE. 40. DUST CONTROL CON7RACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM 7HE DEVELOPER, AND SHALL KEEP A COPY ON S1 7E AT ALL 77MES FOR 714E DURA77ON OF CONTRACTOR S OCCUPANCY OF 7HE SITE, CONTRACTOR IS REQUIRED TO COMPLY W1774 7N£ PROVISIONS OF SAID PLAN. 41. STORM WATER POLLU7701V PREVEN7701V CONTRACTOR SHALL OBTAIN A COPY OF 714E STORM WATER POLLU7701V PREVEN7701V PLAN (SWPPP) FOR 7HIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON S/7E AT ALL 77MES. FOR THE DURA77ON OF CONTRACTOR'S OCCUPANCY OF THE 97E, CON7RACTOR IS REQUIRED TO COMPLY W17H 774E PROVISIONS OF SAID PLAN. SOILS REPORT RECOMMENDATIONS THE FOLLOWING IS AN EXCERPT FROM THE SOILS REPORT PREPARED BY KRAZAN AND ASSOCIATES, INC. FOR THIS PROJECT. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF THE SOILS REPORT. --- FINISHE D PAD W _. HINGE FRONT SLOPE i .n CURB do c, 11NOTE: TO BE FINE GRADED BY BUILDING STREET CENTERUNE CONTRACTOR AT THE _ TIME OF HOUSE CONSTRUCTION. DUPLEX ROUGH LOT GRADING NO SCALE a�aP� 0 S89'05'13"E 755.24' 2' 60' 2' 1 TEMP. SUMP6' 6' TEMP. SUMP EASEMENT f._ 15, EASEMENT 1 EX. GRND.J SUMP BOTTOM ( `EX. GRND. 2:1 SLOPE 2:1 SLOPE TEMP. SUMP SECTION Z 1 N.T.S. TEMP SUMP 1 SIDESLOPES 2:1 DEPTH 1.50' PONDING DEPTH 1.50' DRAINAGE AREA = 53,700 SF DRAIN COEFFICIENT = 0.55 53,700 X 0.55 = 29,535 V=0.15 X :(COEFFICIENT X AREA) V=0.15 (29,535) V=4430.25 CU FT V=164.08 CU YD BOTTOM 356.89 HWM 358.39 VOLUME REQUIRED 164.08 CU YD VOLUME AVAILABLE 171.67 CU YD -N- NORTH SCALE: 1"=50' IMM mmmol 0 25 50 100 LEGEND x 355.1 ASBUILT/AS—GRADED PAD ELEV. SD PROPOSED STORM DRAIN MAIN X ESIGN ELEVATION COL) UTILITY POLE �CYC FIRE HYDRANT FL FLOWLINE ELEVATION wv FG FINISHED GROUND ELEVATION WATER VALVE HP HIGH POINT ELEVATION INDICATES SLOPE R/W 30' C/L 30' R/W R 30' C/L 30' R/W GB GRADE BREAK ELEVATION O 12" BUBBLER /W i EG EXISTING GROUND ELEVATION a FENCE 5 10 20 20 10 20 5 10 20 20 10 5 FINISHED I I I NG NATURAL GROUND ELEVATION I IFI PAD 0 FINISHED I FINISHED I I PAD EX ELEVATIONS PAD 2' TYP. P 2 TYP. *2% N *27. 2% N.*2��r *2� M' RD ROAD EDGE ELEVATION 1\.. moi; " , _ • •1' •'i.` :c _ _ \ " _ '; `A - 12 OVER 12" OVER ;' `\ ` " " 12" OVER TOP TOP OF CANAL ELEVATION 12 OVER :;' -� EX , ~� 6" TYPE "B" CURB & EX EX , , 6 TYPE B" CURE do EX EXISTING CONDITIONS ARE SCREENED 0.2 ` GUTTER W/ 4.5 WIDE 0.2' ` GUTTER W/ 4.5' WIDE TOE TOE OF CANAL ELEVATION ROUGH GRADE CONSTRUCT 0.20' A.C. PAVING OVER SIDEWALK 0 5, CONSTRUCT 0.20 A.C. PAVING OVER SIDEWALK 0.5 0.66' CRUSHED AGGREGATE BASE ROUGH GRADE 0.66 CRUSHED AGGREGATE BASE - CONTOUR MINOR LINE 0.5' BELOW LINE 0.5' BELOW INV INVERT OF PIPE ELEVATION OVER 1.00' NAT. GRD. OVER 1.00 NAT. GRD. --3520 CONTOUR MAJOR FL ELEVATION COMPACT UNDER CURB, FL ELEVATION COMPACT UNDER CURB, _ COMPACTED TO 95% MAX. DENSITY GUTTER AND SIDEWALK COMPACTED TO 95% MAX. DENSITY GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% (TYP.) 6" MIN. TO 90% 0 20% FLOWLINE GRADE PHASE BOUNDARY 60' RIGHT-OF-WAY MAX. DENSITY. 60RIGHT-OF-WAY MAX. DENSITY. LIMITS OF PAD PREPARATION B - LOCAL STREET SECTION * SEE C.O.B. STD. DWG. _ _ PROPOSED RIGHT-OF-WAY A LOCAL STREET SECTION *SEE C.O.B. STD. DWG. N.T.S. ST -11 FOR SLOPE ST -11 FOR SLOPE 3 PARAMETERS ® PROPOSED STORM DRAIN MANHOLE PARAMETERS _ _ _ _ _ _ _ _ _ _ PROPOSED WALL c,2v PROPOSED STORM DRAIN CATCH BASIN l,"1-'iaaa f rn O M M H 01 02 00 U O d Z LL- I Q J J Q �} W U 000 3 j � W co co O N v N w W Y Q m s a 0 Z Q r n u z W 6 et PC s cm 6 N PANAMA LANENo cj) _ aZ UJm Q J 2' 60' 2' 1 TEMP. SUMP6' 6' TEMP. SUMP EASEMENT f._ 15, EASEMENT 1 EX. GRND.J SUMP BOTTOM ( `EX. GRND. 2:1 SLOPE 2:1 SLOPE TEMP. SUMP SECTION Z 1 N.T.S. TEMP SUMP 1 SIDESLOPES 2:1 DEPTH 1.50' PONDING DEPTH 1.50' DRAINAGE AREA = 53,700 SF DRAIN COEFFICIENT = 0.55 53,700 X 0.55 = 29,535 V=0.15 X :(COEFFICIENT X AREA) V=0.15 (29,535) V=4430.25 CU FT V=164.08 CU YD BOTTOM 356.89 HWM 358.39 VOLUME REQUIRED 164.08 CU YD VOLUME AVAILABLE 171.67 CU YD -N- NORTH SCALE: 1"=50' IMM mmmol 0 25 50 100 LEGEND x 355.1 ASBUILT/AS—GRADED PAD ELEV. SD PROPOSED STORM DRAIN MAIN X ESIGN ELEVATION COL) UTILITY POLE �CYC FIRE HYDRANT FL FLOWLINE ELEVATION wv FG FINISHED GROUND ELEVATION WATER VALVE HP HIGH POINT ELEVATION INDICATES SLOPE R/W 30' C/L 30' R/W R 30' C/L 30' R/W GB GRADE BREAK ELEVATION O 12" BUBBLER /W i EG EXISTING GROUND ELEVATION a FENCE 5 10 20 20 10 20 5 10 20 20 10 5 FINISHED I I I NG NATURAL GROUND ELEVATION I IFI PAD 0 FINISHED I FINISHED I I PAD EX ELEVATIONS PAD 2' TYP. P 2 TYP. *2% N *27. 2% N.*2��r *2� M' RD ROAD EDGE ELEVATION 1\.. moi; " , _ • •1' •'i.` :c _ _ \ " _ '; `A - 12 OVER 12" OVER ;' `\ ` " " 12" OVER TOP TOP OF CANAL ELEVATION 12 OVER :;' -� EX , ~� 6" TYPE "B" CURB & EX EX , , 6 TYPE B" CURE do EX EXISTING CONDITIONS ARE SCREENED 0.2 ` GUTTER W/ 4.5 WIDE 0.2' ` GUTTER W/ 4.5' WIDE TOE TOE OF CANAL ELEVATION ROUGH GRADE CONSTRUCT 0.20' A.C. PAVING OVER SIDEWALK 0 5, CONSTRUCT 0.20 A.C. PAVING OVER SIDEWALK 0.5 0.66' CRUSHED AGGREGATE BASE ROUGH GRADE 0.66 CRUSHED AGGREGATE BASE - CONTOUR MINOR LINE 0.5' BELOW LINE 0.5' BELOW INV INVERT OF PIPE ELEVATION OVER 1.00' NAT. GRD. OVER 1.00 NAT. GRD. --3520 CONTOUR MAJOR FL ELEVATION COMPACT UNDER CURB, FL ELEVATION COMPACT UNDER CURB, _ COMPACTED TO 95% MAX. DENSITY GUTTER AND SIDEWALK COMPACTED TO 95% MAX. DENSITY GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% (TYP.) 6" MIN. TO 90% 0 20% FLOWLINE GRADE PHASE BOUNDARY 60' RIGHT-OF-WAY MAX. DENSITY. 60RIGHT-OF-WAY MAX. DENSITY. LIMITS OF PAD PREPARATION B - LOCAL STREET SECTION * SEE C.O.B. STD. DWG. _ _ PROPOSED RIGHT-OF-WAY A LOCAL STREET SECTION *SEE C.O.B. STD. DWG. N.T.S. ST -11 FOR SLOPE ST -11 FOR SLOPE 3 PARAMETERS ® PROPOSED STORM DRAIN MANHOLE PARAMETERS _ _ _ _ _ _ _ _ _ _ PROPOSED WALL c,2v PROPOSED STORM DRAIN CATCH BASIN l,"1-'iaaa f rn O M M H 01 02 00 U O d Z LL- I Q J J Q �} W U 000 3 j � W co co O N v N w W Y Q m s a 0 lu = M W q* 0 Z Q r n u z W W <C s cm cNC'3a N P%m cj) _ aZ UJm Q J s co Q iiuuui lu = M W q* 0 Z Q r z W W <C s cm cNC'3a N P%m cj) _ aZ UJm Q J s co Q lu = M W q* 0 R/W RW 30' C I L 30' 20' 10' 20' 20' 10' 20' FINISHED I � IFI ED PAD F 12�% 21%, ''1 1", ' . ....... —tukRo 12" OVER EX 0 2' 0.5' CONSTRUCT 0.20' A.C. PAVING OVER ROUGH GRADE 0,66' CRUSHED AGGREGATE BASE LINE 0.5' BELOW OVER 1.00' NAT. GRD. FL ELEVATION COMPACTED TO 959 MAX. DENSITY 60' RIGHT-OF-WAY N.T.S. -6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 909 MAX. DENSITY. * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS PL 2' I FINISHED PAD I ELEVATION P+ NATURAL GROUND Q TYPICAL GRADING q NOT TO SCALE PL 2' 2' 12" OVER EX TR 6553 ¢I 0 z, __;, OI Pte• m PAD TR 7222 DESIGNED PAD \V, EXISTING PAD D TYPICAL GRADING q NOT TO SCALE PL J 3 2' NATURAL FINISHED PAD .. GROUND ELEVATION `��P�' C TYPICAL GRADING 4 NOT TO SCALE FINISH PA ELEVATIO WW w QJ 6' HIGH BLOCK WALL FINISHED PAD--\ -N - NORTH SCALE: 1"==50' 0 25 50 100 LEGEND x 355.l ASBUILT/AS-GRADED PAD ELEV. Sl) PROPOSED STORM DRAIN MAIN DESIGN ELEVATION CU.3 UTILITY POLE H FIRE HYDRANT 4 FL FLOWLINE ELEVATION wv FG FINISHED GROUND ELEVATION WATER VALVE } m HP HIGH POINT ELEVATION �� INDICATES SLOPE GB GRADE BREAK ELEVATION o 12" BUBBLER EG EXISTING GROUND ELEVATION FENCE NG NATURAL GROUND ELEVATION EX ELEVATIONS RD ROAD EDGE ELEVATION TOP TOP OF CANAL ELEVATION EXISTING CONDITIONS ARE SCREENED w TOE TOE OF CANAL ELEVATION INV INVERT OF PIPE ELEVATION CONTOUR MINOR 0.209 FLOWLINE GRADE ---352.0 CONTOUR MAJOR PHASE BOUNDARY - LIMITS OF PAD PREPARATION - - PROPOSED RIGHT-OF-WAY ® PROPOSED STORM DRAIN MANHOLE - - - - - - - - - - PROPOSED WALL PROPOSED STORM DRAIN CATCH BASIN LDSC ST PL RW 9, i 10' LS AREA 4-1 7' SEE LANDSCAPING PLANS FOR DETAILS 58'-70' EX VARIES EP 15-26' CONSTRUCTION CL I 51'-62' REMOVE EXISTING PAVEMENT AND RECONSTRUCT {_ *296-3.596 6" TYPE "B" CURB & GUTTER R VISHED PAD W/ 5.5' WIDE SIDEWALK COMPACT 6" MIN TO 90% MAX DENSITY UNDER SIDEWALK, * SEE C.O.B. STD. DWG. CURB & GUTTER, TYP ST -11 FOR SLOPE PARAMETERS E TYPICAL GRADING q NOT TO SCALE STREET CL & SECTION LINE 25' 1 7' 7' 1' SAWCUT GRADE LINE CONST. TYPE "M" MEDIAN CURB CONSTRUCT 0.50' A.C. PAVING OVER 1.00' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 110' RIGHT-OF-WAY PANAMA LANE TYP HALF SECTION NO SCALE I. 7 7aa;k PN