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HomeMy WebLinkAbout1.7-6758 1 Asbuilts As-GradedGRADING NOTES 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING THERETO (CHAPMR 33 C.B.C., 1997) AND SHALL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE Wl'TH CITY OF BAKERSFIELD ORDINANCES. 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPER VISOR Y CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE W TH THE PLANS, SPECIFICA 77ONS AND CODE W1 THIN HIS PURVIEW J. THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED 48 HOURS PRIOR TO PLACING ANY MATERIAL. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB S1 7E COND17IONS DURING T/ HE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CON77NUOUSL Y AND NOT BE LIMITED 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 CONNEC7701V Wl TH 7HE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWIVER, ARCHITECT, OR THE ENGINEER. 5. THE GRADING CON 7RAC TOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACIL177ES PRIOR TO BEGINNING CONSTRUCTON AND VERIFY THE LOCA 77ON AND DEPTH OF ALL UNDERGROUND FACILITIES, INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICA TED ON THE PLAN OR FOR INFORMA 77ON OBTAINED FROM OUTSIDE SOURCES. (USA 1-800-227-2600) 6. THE GRADING CON 7RAC TOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO f 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, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING A T NO COST TO 7HE OWNER. Z THE GRADING CONTRACTOR SHALL WA TER AS REQUIRED DURING THE GRADING OPERATIONS TO PREVENT 771E OCCURRENCE OF A DUST NUISANCE AND SHALL PROTECT CURBS AND OTHER OBJECTS 44#11CH ARE TO REMAIN. 8. EXCA VA 77ON - EXCA VA TON SHALL CONSIST OF ALL EXCA VA TON INVOLVED IN GRADING 771E PROdECT AS SHOWN ON THE PLANS, EXCEPT ANY EXCA VA TON SEPARA TEL Y DESIGIVA TED AND PAID FOR AS A SEPARA 7E I TEM. 9. EMBANKMENTS - EMBANKMENT CONSTRUC nON SHALL CONSIST OF CONSTRUCTING LOT EMBANKMENTS, INCLUDING THE PREPARA 7701V OF AREAS FOR WHICH THEY ARE TO BE PLACED, THE CONS7RUC770N OF DIKES 10 THIN OR OUTSIDE THE CONS7RUC TION AREA, THE PLACING AND COMPACTING OF APPROVED MATERIAL WI THIN 771E CONSTRUCTION AREA WHERE UNSUITABLE MA 7ERIAL HAS BEEN REMOVED, AND THE PLACING AND COUPAC77NG OF EMBANKMENT MATERIAL IN HOLES, FOR THE CONSTRUCTION EMBANKMENTS, PREPARING SUB -GRADE A T 7HE GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE, DOING NECESSARY PLOWING OR BENCHING,, IMPORTING OR BORROW, PLACING AND COMPAC77NG MA TERIAL TO THE LINE AND GRADES SHOWN ON THE PLANS AND AS DIRECTED BY 7HE ENGINEER SHALL BE CONSIDERED AS INCLUDED IN 77IE CONTRACT PRICE PAID PER CUBIC YARD FOR EXCA VA 770N, AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR SUCH WORK. 10. 7HE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE MATH THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF 7RANSPOR TA nON DA TED JULY 1992, INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF CONFLICT IN TH THE STANDARD SPECIFICA 71ONS AND AN Y NO TES HEREON, THE NO TES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH COIVFLIC 71NG POR nONS. SAID SPECIFICA 77ONS SHALL APPLY BUT NOT BE LIMI7ED TO THE FOLLOWING: A) ALL CONCRETE SHALL BE CLASS "B" AS IN ACCORDANCE N# 7H SEC 77ON 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE STRENGTH A T 28 DA YS. B) ASPHAL nC CONCRETE SHALL BE TYPE "B", - MEDIUM GRADED, 112op MAXIMUM AGGREGATE, AND INTIMA TEL Y MIXED W1IH 5 -7X ASPHAL T. 11. IN THE EVENT CONSTRUC770N STAKING BASED ON McINTOSH & ASSOCIATES" PLANS, DRAWINGS, OR OTHER DOCUMENTS IS PERFORMED BY ANOTHER FIRM, McINTOSH & ASSOCIATES` SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRA WINGS, OR 0171ER DOCUMENTS. 12. McINTOSH & ASSOCIATES' ES SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES 70, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED, IN WRITING, BY McINTOSH & ASSOCIA 7ES. 13. ALL GRADING SHALL CONFORM TO 7HE RECOMMENDA 77ONS CONTAINED IN, AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORT PREPARED BY SOILS ENGINEERING, INC., FILE NO. 04 -10923 DA TED OCTOBER 21, 2004, (UPDATED FEBRUAR Y . 2005) AND ALL ADDENDUMS 7HERETO. IN CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS, 774E MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE. 14. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOIL ENGINEER. 15. THE SOIL ENGINEER SHALL REVIEW ALL EXCA VA TONS PRIOR TO BACKFILLING AND SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING 774E GRADING OPERA 7701VS THA T MIGH T AFFEC T FOUNDA 77ON STABILI TY SO RECOMMENDATIONS CAN BE MADE BY THE SOIL ENGINEER. 16. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1. 17. ALL SLOPES GREA TER THAN THREE FEET IN VER nCAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. 18. IMPORTED FILL MA 7ERIAL SHOULD CONSIST OF ESSEN 77ALL Y GRANULAR, SILTY SANDS 107H LOW EXPANSION P07EN71AL AND FREE OF GRASSES, WEEDS, ROCKS LARGER THAN SIX INCHES IN DIAMETER, DEBRIS, AND SOLUBLE SULFATES' IN EXCESS OF 1000 PARTS PER MILLION. IMPORTED FILL SHOULD CONTAIN SUFFICIENT SILT AND CLAY BINDER TO RENDER THEM STABLE IN FOOTING TRENCHES AND CAPABLE OF MAINTAINING SPECIFIED ELEVATION TOLERANCES DURING PAVING OPERA nONS. IMPORTED SOILS SHOULD ALSO MEET THE FOLLOWING CRI7ERIA. A) MAXIMUM X PASSING 1200 SIEVE . .............................50 B) MAXIMUM LIQUID LIMIT ................... ............................... 40 C) MAXIMUM PLASTICITY INDEX ........... .............................14 D) MINIMUM R- VALUE .......................... .............................50 E) MAXIMUM EXPANSION INDEX (PER 1997 CBC STANDARD 18- 2). ........... 20 PSF 19. CLEARING AND GRUBBING - REMOVE ALL DEBRIS, SUCH AS METAL, TRASH, BROKEN CONCRETE, VELETA n0N, OTHER BIODEGRADABLE SUBSTANCES, AND UNSUITABLE SOIL FROM AREAS TO BE GRADED. UNSUITABLE SOIL IS SOIL THA T, IN THE OPINION OF THE BUILDING OFFICIAL, SOIL ENGINEER, OR CIVIL ENGINEER, IS NOT COMPETENT TO SUPPORT 0 THER SOIL OR STRUCTURES, OR TO SA 77SFACTORIL Y PERFORM ANY OTHER FUNCTIONS FOR WHICH THE SOIL IS INTENDED. BENCHMARK: BENCHMARK 01SC STAMPED - Q 1157 RESET 1969 AT OLD RIVER, AT THE JUNCTION OF STATE HIGHWAY 119 AND OLD RIVER ROAD, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CULVERT 8 11.44 OVER S11NE CANAL, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE EXTENDED CENTER LINE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST OF THE CENTER LINE OF OLD RIVER ROAD LEADING NORTH, AND ABOUT LEVEL WITH THE HIGHWAY. ELEVATION = 343.30 (U.S.G.S. DATUM NAVD 88) BASIS OF BEARINGS: THE BEARING OF N. 89*04033" W. SHOWN FOR THE SOUTH LINE OF THE SOUTHWEST 114 OF SECAON 34, T.30 S, R.27 E. AS SHOWN ON SURVEY INVESiIGA 110N MAP NO. 7 -1 BK. 6, PG. 27 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. 20. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS) SHALL BE SCARIFIED SIX INCHES, BROUGHT TO NEAR OPTIMUM MOISTURE, AND UNIFORMLY COMPACTED TO AT LEAST 90Z OF THE MAXIMUM DENSITY PER ASTM D1557-78, UNLESS OTHERWISE NOTED. 21. FILL MATERIAL SHALL BE PLACED IN LA YERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS AND COMPACTED AT OPnMUM MOISTURE CONTENT TO A MINIMUM OF NINETY (90 %) PERCENT MAXIMUM DENSITY AS DETERMINED BY ASTM D1557 AS RECOMMENDED IN THE SOILS REPORT: COMPAC7101V SHALL BE CERTIFIED BY 7ESTS AND REPORT FROM THE SOILS ENGINEER. 22. QUAN 1717ES FOR EARTHWORK EXCAVATION AND OVER EXCA VA nON - 197s086 CU. YD. EMBANKMEN T - 90, 530 CU. YD. QUANTITIES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE AN71CIPA TED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, 7HE CONTRACTOR SHALL CONTACT THE ENGINEER SO THA T ADJUS TMEN TS MA Y BE MADE. THE CON TRAC TOR SHALL NO T USE THESE AN 77 77 S TO H I ON. QU E BASE !S BID 23. BUILDING PAD PREPARA nON - SUBSEQUENT TO STRIPPING, IN FILL AREAS, THE UPPER 12 INCHES OF MATERIAL BELOW THE EXIS77NG GRADE SHALL BE OVEREXCA VA TED. AREAS IN CUT SHALL BE OVEREXCA VA TED TO 12" BELOW THE FINISHED PAD GRADE. AFTER REVIEW BY THE SOILS ENGINEER THE TOP 12 INCHES OF THE MATERIAL EXPOSED AT THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED, MOIS77JRE COND17701VED, AND COMPACTED TO A MINIMUM OF 90X OF THE MAXIMUM DRY DENSITY PER AST W D 1552 BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN ACCORDANCE W774 1 TEM 21 ABOVE. 24. PA WMEN T PREPARA 77011 -. GROUND SURFACES SHOULD BE SCARIFIED TWELVE INCHES BELOW THE GRADING PLANE IN CUT AREAS OR TWELVE INCHES BELOW EXlS77NG GRADE IN AREAS TO RECEIVE FILL. COMPACTION IN PROPOSED PA VEMENT AREAS SHOULD BE A MINIMUM OF 9OX OF THE MAXIMUM DRY DENSITY AS OBTAINED BY ASTM TEST METHOD D1557-78, METHOD A. AND SHOULD EX TLEND TO A MINIMUM DISTANCE OF TWO FEET BEYOND THE OUTSIDE EDGES OF PAVEMENTS. 25. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCA VA 77ON R VE (5) FEET OR DEEPER. 25. SUFF7CIEN T ACCESS TO THE EXIS 77NG AND ABANDONED ILLS SHALL BE MAINTAINED IN ORDER FOR THE Dl VI SION OF GAS, OILS AND GEOTHERMAL RESOURCES (DI VISION) TO INVES77GA TE 77IE CONDI nON OF THE WELL HEADS AND CHECK FOR LEAKAGE. 1F ANY REABANOONMEN TS ARE REQUIRED, 7HE DI VISION SHALL FURNISH THE NECESSARY SPECIFICATIONS TO THE PROPERTY OINVER. 27. AT THE INI77AL CONSTRUC770N MEETING PRIOR TO GRADING AC71 V1 TIES, ALL CONSTRUC770N WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER. SECTION -ASHE ROAD (ARTERIAL W/ BIKE LAN\�J� SCALE: 1 " = 5' FUTURE MEDIAN ROAD TI EXISTING GROUND CONTOUR EP EDGE OF P FS FINISH SURFA PROPOSED � ASHE ROAD _ OVER - EXCAVATION � FP. 347.90 PROPOSED PAD ELEV. FL fLOWIJNE ��� FF FINISH FLOOR PA CL CENTERLINE � � VARIES 64 -SO v _� �''�� � �� �OWUNE ELEV. ELEV ELEVATION GB GRADE BREAK ot- PROPOSED LANDSCAPE ELEV. N as � VARIES 48'-64** i 16' i I VARIES 6 TO 7' VARIES 9' TO 10'* PROPOSED ±10" 114p �O 12.5 LANDSCAPE LOT EXISTING PA VEMENT EXISTING PA VEMENT I w z HOUSE Z o z i TO BE REMOVED AND REPA VED alrk- PROPOSED ru.� 1' o � 8' 1 6 BLOCKWALL IN i o U-i I W W Q BACKFILL UPON J z I COMPLETION ca� .� PROPOSED o O PROPOSED ! 5.5 COMBINA TION OF WALL 2' 2' t� FUTURE MEDIAN c,ylo,. CURB AND GUTTER <=) SIDEWALK 2 a oc LOT ELEVATION M i 0 2� wl O VARIES. PROPOSED 0u- ~0 4'1 �. - - - -- f2�' -.t 49' - -- - - --f-1 2 PAVEMENT 2q 2' � o W _ - .are: L• -'_ ,.+G,r` - _ LO.5" MIN. 1 I a.5 2 r D� M Q ROUGH GRADING LINE O.7' SECTION -ASHE ROAD (ARTERIAL W/ BIKE LAN\�J� SCALE: 1 " = 5' FUTURE MEDIAN LEGAL QE,1KM770N:1 THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M.; IN THE CITY OF BAKERSFIELD, COUNTY OF KERN. 77.07 ACRES WITHIN TRACT CONTAINING 233 BUILDABLE LOTS. CURB AND GUTTER _ ,......_.__. _. EXIST. RIGHT-OF-WAY - --- - - CENTERLINE OF STREET - - - - - - - - - PROPERTY LINE / RIGHT -OF-WAY TRAFFIC INDEX TABLE ROAD TI EXISTING GROUND CONTOUR EP EDGE OF P FS FINISH SURFA LOCAL STREETS rc ray of � _ OVER - EXCAVATION � FP. 347.90 PROPOSED PAD ELEV. FL fLOWIJNE ��� FF FINISH FLOOR �1�- CL CENTERLINE fC FINISH CONCRETE v _� �''�� � �� �OWUNE ELEV. ELEV ELEVATION GB GRADE BREAK ot- PROPOSED LANDSCAPE ELEV. LEGAL QE,1KM770N:1 THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M.; IN THE CITY OF BAKERSFIELD, COUNTY OF KERN. 77.07 ACRES WITHIN TRACT CONTAINING 233 BUILDABLE LOTS. CURB AND GUTTER _ ,......_.__. _. EXIST. RIGHT-OF-WAY - --- - - CENTERLINE OF STREET - - - - - - - - - PROPERTY LINE / RIGHT -OF-WAY TRAFFIC INDEX TABLE ROAD TI TAFT HIGHWAY 12 ASHE ROAD 8.5 LOCAL STREETS 4.5 Mt MAI(ai tXISIING bltllUt. FP FlMI511 PAVEMENT _ _ _ _ _ _ _ _ - - .� _ PAD COMPACTION Uw11TS LOT TABLE.' PROPOSED FINISHED GRADE -A s�cn� LINE _ _ PHASE 1: 41 LOTS � Q31R DIRECTION ANO PERCENT OF SLOPE o�- STORM DRAIN FOR DRAINAGE PHAqF 7• F 4 I !1 TC 28. THE CONTRACTOR SHALL COMPLY 107H THE GUIDE FOR ASSESSING AND MI71GA 77NG AIR QUALITY IMPACTS (GAMA01), JANUARY 10, 2002 REwsION, GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES AS APPROVED AND RECOMMENDED FOR CON57RUC770N AC77W TIES WI THIN THE SAN JOAQUIN VALLEY AS FOLLOWS: A. MAINTAIN ALL C0NS7RUC710N EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS. B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OFF TIME. C. USE ELECTRIC EQUIPMENT FOR CONSTRUCTTON W- IENEVER POSSIBLE IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. D. CURTAIL USE OF HIGH -EMI T77NG CONS7RUC710N EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS SUCH AS 'SPARE- THE -AIR" DAYS AS DECLARED BY THE SJVi4PC0. E. ENCOURAGE CONS7RUC770N EMPLOYEES TO CARPOOL OR USE SHUTTLE TO RETAIL ESTABLISHMENTS AT LUNCH. 29. PRIOR TO 97E GRADING, SUBDIVIDER SHALL HAVE A PRECONS T RUC nON SURVEY CONDUCTED TO SEARCH FOR NATIVE KIT FOX DENS. SURVEY SHALL BE SUBMITTED TO 774E PLANNING DIRECTOR FOR REVIEW PRIOR TO GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL NOTIFICA TIDN REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS. 30. PRIOR THE APPROVAL OF A GRADING PLAN, SUBDIVDER IS SUBJECT TO THE MIGRATORY BIRD TREATY ACT. INCLUDING 774E SWANSON HAW DURING THE RAPTOR NESTING SEASON (FEBRUARY THROUGH SEPTEMBER). IF CONSTRUC7701V IS TO OCCUR DURING RAPTOR NES77NGISREEDING SEASON (FEBRUARY THROUGH SEPTEMBER) NO CONS7 4UCT101V ACnVI TY SMALL TAKE PLACE IMTHIN 500 FEET OF A ACTIVE NEST. TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE REMOVED ONLY DURING NON - BREEDING SEASON (OCTOBER THROUGH JANUARY) 31. 7HE PRESENCE OF AN Y PRE WOUSL Y UNIDEN TIFIED PRO TEC 7ED SPECIES WHICH ARE NO T ADDRESSED IN THE MBHCP, INCLUDING THOSE PR07ECTED UNDER THE FEDERAL MIGRATORY BIRD TREATY ACT, SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR TO CONSTRUC770N. 771E FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPAR 7MEN T OF FISH & GAME (CDFG) SHOULD BE NO 77FIED OF PREWOUSL Y UNREPOR 7ED PRO T EC TED SPECIES. AN Y UNAN 77CIPA TED TAKE OF PRO T EC 7E0 WILDLIFE SHALL BE REPORTED /MMEDIA TEL Y TO THE CDFG AND USFWS. 32. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCA VA 7701V AND RARING ACTIEnES ON -SITE, THE CONTRACTOR SHALL STOP ALL WORK AND THE DEVELOPER SHALL RETAIN A QUALIFIED ARCHEOLOGIST TO EVALUATE 7HE SIGNIFICANCE OF THE FINDING AND APPROPRIATE COURSE OF ACTION. SALVAGE OPERA TION REQUIREMENTS IN APPENDIX K OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT GUIDELINES SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED NA 77VE AMERICAN REMAINS SHALL COMPLY Wl TH STATE CODES REGULATIONS OF THE AMERICAN HERI TAGS COMMISSION. 33. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TIME ON ANY PORTION OF THE PROJECT, WORK SHALL HALT AND THE CORONER BE NOTIFIED /MMEDIA TEL Y (SECTION 7050.5 OF THE HEAL 7H AND SAFETY CODE). IN 7HE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED ARCHAEOLOGIST AND 774E LOCAL. NA n TIE AMERICAN COMMUNITY SHALL ALSO BE NOTIFIED. 34. THE CONTRACTOR SHALL COMPLY W177-1 SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) REGULA 71ON V111, DUST CONTROL MEASURES TO ENSURE COMPLIANCE SPECIRCALL Y DURING GRADING AND CONSTRUCTION PHASES. 77IE MI71GA TIOIV MEASURES TO BE TAKEN ARE AS FOLLOWS: A. WA TER EXPOSED SURFACES (SOIL) THREE- 77MESIDA Y. B. WA TER ALL HAUL ROADS AT A MINIMUM OF 7HREE TIMES PER DAY. C. REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER HOUR. D. STABILIZE ALL DIS7URBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACnVEL Y UTILIZED FOR CONSTRUCTION PURPOSES USING WATER OR BY COVERING 107H A 'TRAP., OTHER SUITABLE COVER OR MEGETA 77 VLF GROUND COVER. E. CONTROL FUGI nVE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING, EXCA VA 7701, LEVELING, GRADING, OR CUT & FILL OPERA 7701VS 107H APPUCA 7701V OF WA 7ER OR BY PRESOAKING. F. WHEN 7RANSPOR TING MA 7ERIALS OFFSI T Lam, MAINTAIN A FREEBOARD LIMIT OF AT LEAST SIX INCHES AND COVER OR EFFECTIVELY WET TO LIMIT VISIBLE DUST EMISSIONS. G. LIMIT AND REMOVE THE ACCUMULATION OF MUD AND /OR DIRT FROM ADJACENT PUBLIC ROADWA YS A T THE END OF EACH WORKDA Y (USE OF DRY ROTARY BRUSHES IS PROHIBI TED EXCEPT WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN). H. STABILIZE 771E SURFACE OF STORAGE PILES FOLLOWING THE ADD17ION OR REMOVAL OF MA 7ERIALS USING WA 7ER. I. REMO VE TRACKOUT 104EN IT EXTENDS 50 OR MORE FEET FROM THE 97E A T THE END OF EACH NORKDA Y. J. CEASE GRADING A C n W 77ES DURING PERIODS OF HIGH WINDS (GREA7ER THAN 20 MPH OVER A ONE -HOUR PERIOD). K. ASPHALT-CONCRETE PAVING SHALL COMPLY W TH THE SJVAPCO RULE 4641 AND RESTRICT USE OF OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PA ING MA lERIALS. 35. SURFACE DRAINAGE TO BE ONE (1%) PERCENT MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. 36. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE W1 T H CHAPTER 33 OF THE C. B. C. 37. NO WORK SHALL BE PERFORMED INSIDE CURRENT CAL TRANS BANS RIGHT OF WAY UNTIL AN ENCROAHMENT PERMIT IS OBTAINED. 38. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF 7HE NATIONAL POLLUTANT DISCHARGE ELIMINA TIDN SYS7EM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPL Y W 7H 771E 7ERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WA 7ER ASSOCIATED Wf 7H CONSTRUCTION ACTIVITY (WO ORDER NO. 92- 08 -DWQ) MUST BE FILED N77H ST47E WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE 7HE BEGINNING OF ANY CONS TRUC nON A C TI W T Y. COMPLIANCE W 7H THE GENERAL PERMI T REQUIRES 7HA T A STORM WA 7ER POLLUTION PLAN (S14PFP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPEC7701V DURING NORMAL CONSTRUCTION HOURS. 39. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPAR T ib1EN T FOR ANY WORK PERFORMED Wl THIN EXIS 77NG ACCEPTED ED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ES71MA 7E FOR THE WORK PERFORMED W THIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDEI? PRIOR TO ISSUANCE OF A PERMIT. 40. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SI 7E AT ALL TIMES. FOR THE DURA n0N OF CONTRACTOR'S OCCUPANCY OF THE 97E, CONTRACTOR IS REQUIRED TO COMPLY 107H THE PROVISIONS OF SAID PLAN. 41. STORM WA 7ER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLU7101V PREIIEN TIDN PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL 77MES. FOR THE DURA TON OF CONTRACTOR'S OCCUPANCY OF THE SI7E, CONTRACTOR IS REQUIRED TO COMPLY N4 7H 771E PRO VISIONS OF SAID PLAN. O Q 0 Ir W U) Q TYPE "A" CATCH BASIN 91H 15' FIDE OPENING UNLESS OTHERVISE NOTED PHASE 3,o 56 LOTS TRACT BOUNDARY PHASE 4: 39 LOTS �- - -■- PHASE BOUNDARY TOTAL: 205 LOTS am* ammww� mom .1 mmw'mmmm'm"� OEM -mm wffimmmwmmu� a. 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'\7 W1 , , I . , � , , " \ I I I , � I - i N I mm"m as Ama � � i ' A 7 - I a I " -7--i r--l- —_ 0 7(2-i �7' i I s 40: I I I A 7. x 7_77 : I - � � ' N\ h., __�l - I �. I �1\ I � �� ` i 'I -11 w ik I - r - i 0 N] �H' 77. 41i I __ - F -fiF 6vw - -0 - r- 'W--A _­ I - 1-1A ft _1__­-_' x . ,:. V, I uj '4'N �'* - 9 _� '__' - I - __C3___ll.e CN$- . ____ ____ - ______ - I - I - ______ - -­-A _______ � - ___ ___ - __ - L - I L . I . , ? , ( e) CO-0- / 0 340 / . . . I PAD COMPAC110N 30' I 30' 80' VARIES VAR /ES PAD COMPACTION LlMlTS � PAD COMPACTION LIMITS ' LIMITS w� 15 10' N 201 10' 15' I a FILL PLACED IN � � - "FRONT YARD AFTER 3� � �� � SWALE CONSTRUCTION � � I � 1.Z MIN, 15X MAX � 2� I FINISHED PAD 1 2' 40 2' I FINISHED PAD � 2. � 2.0% _ ._ _1._.. 2 O% � � 2. �%'� __ FINISHED PAD OVEREXCAVATIDN �- -! _ _ (SEE NOTE 23) 4 ROUGH GRADE LINE l DI/EREXCAVATlON 0.4' PROPOSED 4.5' COMBINATION SIDEWALK (SEE NOTE 23) ROUGH GRADE LINE IS EXIST. GROUND VARIES (SEE NOTE 23) D I/EREXCAVATION AT 0.2' BELOW FLOWLINE PROPOSED CURB &GUTTER ELEVATION SECTION rA"*# 4 TYPICAL ROUGH GRADING SECTION (60' R /W) HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' R R 2' S' PAD VA TION 2% 2x EXISTING GROUND � PAD � � LOT ELEVATION ELEVATION 2% (CUT PAD) 21 SLOPE 2:1 FILL SLOPE SECTION 4 F SECTION SCALE: 1 " =5' 4 SCALE: TYPICAL FOR ADJACENT LOTS WPTH AN ELEVAAON (INTERIM GRADING BETWEEN PHASES) DIFFERENCE OF 0.3 FT. OR GREATER. R BUILDER FENCES ,y x I' ,PROPOSED 11 � H (VAR /ES 0' TO 10.50') R R 2' 2' � EXISTING EXI577NG 1 PAD ELEVA AON PAD ELEVA 170N 2x 2x _ _ TRACT 6491) (TRACT 649 _ _ 2= 2� - I PAD ELEVA 110 - � � PAD >* ELEVATION 2: 1 SLOPE 2: 1 SLOPE SECTION L SCALE: 1 " =5' 4 R BUILDER FENCE 2' .. PAD ELEVA TION FUTURE TRACT 6758 EXISTING GROUND % PAD ELEVA TION H2 TRACT 6757 H2 = 2 (H1) " PAD ELEVATION 6» 6 WIDE CURB 2: 1 FILL SLOPE PAD COMPA C T iDN 3O' 3O' 80' 2O' 20' PAD COMPA C TION LIMITS PAD COMPACTION LIMITS w1 w 15' 10' 20' 10' 15' J I 1 FILL PLACED IN I EXIST. GROUND VARIES < i � O �,,.- FRONT YARD AFTER 1 SWALE CONSTRUCTION 1% MIN, 151' MAX 2 F FINISHED PAD FINISHED PAD 2' 4D' 2' I FINISHED _... .._. __ ..._. __ . ._, . . PAD ..... .... _ __. �. PAD COMPACTION 30' 30' PAD COMPACTION LIMITS LIMITS w� w 15' 10' 20' 10 ' 15' cn Q FILL PLACED IN 1 01 I �,. --� FRON T YARD AFTER SWALE CONSTRUCTION +� 1Z MIN, 15X MAX FINISHED PAD 2 40' f /N /SHtU PA 20, e0ov I � I ,,��0% '---► 2 03b 1.._ 0r � ---' (SEE NOTE 23) OI/EREXCAVATlOIJ OVEREXCAVATION (SEE NOTE 23) 0.4 ROUGH GRADE LINE 0.4' PROPOSED 4.5' COMBINATION SIDEWALK ROUGH GRADE LINE ROUGH GRADE LINE IS ' BELOW FLOWLJNE AT 0.2 PROPOSED CURB & GUTTER ELEVA TION SECTION rC**\ 4 TYPICAL FRONT TO FRONT LOT ROUGH GRADING SECTION {60' R/W) HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' PAD COMPACTION 75' W 15' PAD COMPACTION W I L!MITS 5' 10' N � 20' f0' S' now me J a U 01 2% MIN, 4: t MAX 2% M/N, 4: 1 MAX FINISHED PAD � 2' 40• 2' � FINISHED PAD w 2 2.0% 1 2== ROUGH GRADE LINE (SEE NOTE 23) OVEREXCAVATION � 4 GRADE BREAK 0VEREXCAVATION (SEE NOTE 23) 0.4' PROPOSED 4.5 COMBINATION SIDEWALK ROUGH GRADE LINE IS T ., �p Del AW r*t .,lAft 1.« PROPOSED CURB &GUTTER r� � v.c ocLVrr r�vn�rrrc ELEVATION LIM1 IS SEC11ON /OK*N SECdn S 6' SECTION rD** SCALE: 1"=5"\,.,.4 SCALE: 1"'=5'W I 1 FILL PLACED IN I EXIST. GROUND VARIES < i � O �,,.- FRONT YARD AFTER 1 SWALE CONSTRUCTION 1% MIN, 151' MAX 2 F FINISHED PAD FINISHED PAD 2' 4D' 2' I FINISHED _... .._. __ ..._. __ . ._, . . PAD ..... .... _ __. �. PAD COMPACTION 30' 30' PAD COMPACTION LIMITS LIMITS w� w 15' 10' 20' 10 ' 15' cn Q FILL PLACED IN 1 01 I �,. --� FRON T YARD AFTER SWALE CONSTRUCTION +� 1Z MIN, 15X MAX FINISHED PAD 2 40' f /N /SHtU PA 20, e0ov I � I ,,��0% '---► 2 03b 1.._ 0r � ---' (SEE NOTE 23) OI/EREXCAVATlOIJ OVEREXCAVATION (SEE NOTE 23) 0.4 ROUGH GRADE LINE 0.4' PROPOSED 4.5' COMBINATION SIDEWALK ROUGH GRADE LINE ROUGH GRADE LINE IS ' BELOW FLOWLJNE AT 0.2 PROPOSED CURB & GUTTER ELEVA TION SECTION rC**\ 4 TYPICAL FRONT TO FRONT LOT ROUGH GRADING SECTION {60' R/W) HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' PAD COMPACTION 75' W 15' PAD COMPACTION W I L!MITS 5' 10' N � 20' f0' S' now me J a U 01 2% MIN, 4: t MAX 2% M/N, 4: 1 MAX FINISHED PAD � 2' 40• 2' � FINISHED PAD w 2 2.0% 1 2== ROUGH GRADE LINE (SEE NOTE 23) OVEREXCAVATION � 4 GRADE BREAK 0VEREXCAVATION (SEE NOTE 23) 0.4' PROPOSED 4.5 COMBINATION SIDEWALK ROUGH GRADE LINE IS T ., �p Del AW r*t .,lAft 1.« PROPOSED CURB &GUTTER 00 R /W J OI/EREXCAVATION (SEE NOTE 23) O{/EREXCAVATION (SEE NOTE 23) 00 GN WATER SURFACE b DESIGN WATER SURFACE 6' BLOCK WALL 12' 2: M SCALE: N.T.S. ¢ 8' BLOCK WALL r� � v.c ocLVrr r�vn�rrrc ELEVATION 4' 6' SECTION rD** I 19 I I 4 TYPICAL SIDE TO SIDE LOT ROUGH GRADING SECTION (60' R /W) I HORIZONTAL SCALE: 1" = 20' � I.£`s VERTICAL SCALE: 1" = 5' 345.60 TOiP 34• PAD COMPACTION ' 30 I � 15' w gal PAD COMPACTION UM /TS 15' 1D' 2D" � � 10' S LIMITS W O COMPLETION N CL OF WALL FILL PLACED IN o4 PROPOSED 5.5' PROPOSED J a COMBINA TION p,, FRONT YARD AFTER LOT 2' � 3 10 31 ELEVA TION SWALE CONSTRUCTION 1% MIN, 1570 MAX c1c 2 PROPOSED MAX • I PA VEMEN T FINISHED PAD 1S,Q/ D 1 2' 40$ 2' 0.15 FINISHED PAD F ' r2` SAWCUT � MIN. 2' SAWCUT 2Z MIN, 4: 1 MA 2.0%` � I % 2. ?' � W � ----'- _ ._. "' 29 MIN, 4: 1 MAX - OVEREXCAVAT/ON (SEE NOTE 23) � F �• 4 . . ..... GRADE BREAK SIDEWALK p 4' 0 1/EREXCA VA TION - ROUGH GRADE LINE ROUGH GRADE LINE IS (SEE NOTE 23) I AT 0.2' BELOW FLOWLINE ELEVATION PROPOSED 2 SECTION rE"*" I 4 TYPICAL FRONT TO SIDE LOT ROUGH GRADING SECTION (60' R /W) HORIZONTAL SCALE: lop = 209 PAVEMENT VERTICAL SCALE: 1" = 5' 00 R /W J OI/EREXCAVATION (SEE NOTE 23) O{/EREXCAVATION (SEE NOTE 23) 00 GN WATER SURFACE b DESIGN WATER SURFACE 6' BLOCK WALL 12' 2: M SCALE: N.T.S. ¢ 8' BLOCK WALL 5 Q + ° � I m w o I -_17 MEMO ;s 1 ct 0- 'n I PAD M I ar ELEVA 77ON - T - - i: 4 ` 2X 24 3 _1 ¢, 121 0 ' 3 MAX ai =D WATER I . SI TE / I / � I -o LANDSCAPE GRADE 12' 27 L 2.5' MAx rN*\ SCALE: N.T.S. 4 1 4 4' 6' } I I 19 I I FP 347.6 I L I r � I.£`s PROPOSED 345.60 TOiP 34• .� A- 6' 5 Q + ° � I m w o I -_17 MEMO ;s 1 ct 0- 'n I PAD M I ar ELEVA 77ON - T - - i: 4 ` 2X 24 3 _1 ¢, 121 0 ' 3 MAX ai =D WATER I . SI TE / I / � I -o LANDSCAPE GRADE 12' 27 L 2.5' MAx rN*\ SCALE: N.T.S. 4 1 6, PL 4' 6' 10' v I r � 3o PROPOSED 3D� / o 8' BLOCKWALL 6' 4' 8' � f 15' EXISTING PAVEMENT 12' EXISTING PAVEMENT BACKFILL UPON i W O COMPLETION CL OF WALL o4 PROPOSED 5.5' PROPOSED COMBINA TION p,, CURB AND GUTTER LOT 2' 2' o SIDEWALK ELEVA TION 2V y!N i c1c 2 PROPOSED MAX • � PA VEMEN T 1S,Q/ D 29° 2i 0.15 17 f � P r2` SAWCUT � MIN. 2' SAWCUT 2 0.4' CURB AND GUTTER VARIES 77' -87' 27' S`E�TI�I T SCALE: 1"--5'Q4: } SUMP DETAIL /00� SCALE: 1 " =50' 4 PAD COMPACTION 17' I 17 PA COMPACTION LIMITS 5$ 12P w � 1�' 12' a S' LIMITS Fn wI 2% MIN, 4:1 MAX 2% M /N, 4:1 MAX FINISHED PAD � 2' 36� 2' � FINISHED PAD r 1 I 2.0yo 2 2�.- - - - - 2 �� _ _ ROUGH GRADE LINE OVEREXCAVA TION � � " " ry - 1� (SEE NOTE 23) (SEE NOTE 23) 0.4 GRADE BREAK OVEREXCAVATION 0.4' PROPOSED 4.5' COMBINATION SIDEWALK ROUGH GRADE LINE IS PROPOSED CURB &GUTTER AT 0.2' BELOW FLOWUNE ELEVATION SECTION /000 4 TYPICAL SIDE TO SIDE LOT ROUGH GRADING SECTION (60' R /W) PHILBIN STREET HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5 TAFT HIGHWAY VARIES 77' -87' R/W 2' 2' 2% GIgADE L PROPOSED LANDSCAPE AREA d- N z W w /:z v w J_ V z ;- w Lo Z d 8' BLOCKWALL BACKFlLL UPON �e-COMPL£TION OF WALL LOT lo"ELEVA 170N 0.5' MIN. i- v r 3o /� i 3D� / 10' 6' 4' PL � f 15' EXISTING PAVEMENT 12' EXISTING PAVEMENT � Z ail r2` SAWCUT � 2' SAWCUT I CURB AND GUTTER o PROPOSED 5.5' � COMB /NA 110N � W � � SIDEWALK 0 � I PROPOSED 2 I PAVEMENT 2% 2� 7777 zz 29e 2 PROPOSED MEDIAN CURB 0.4' EXIST. A. C. EXIST. A. C. PA DEMENT PAVEMENT � ROUGH GRADE 15 1.0' ROUGH GRADE IS 1.0' BELOW F /NISHED GRADE SECTION ru BELOW FINISHED GRADE 4 TAFT HIGHWAY {SR 119} NOTE: PLEASE REFER TO TAFT HIGHWAY IMPROVEMENT PLANS HORIZONTAL SCALE: 1" = 10' PER CALTRANS PSR /PR PERMIT. SECTION "U" SHOWN VERTICAL SCALE: l" = 5' ARE FOR REFERENCE ONLY. R/W 2' 2' 2% GIgADE L PROPOSED LANDSCAPE AREA d- N z W w /:z v w J_ V z ;- w Lo Z d 8' BLOCKWALL BACKFlLL UPON �e-COMPL£TION OF WALL LOT lo"ELEVA 170N 0.5' MIN.