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HomeMy WebLinkAbout1.7-6757 Ph 4 & 51. ALL GRADING SHA CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES 29, AND STANDARDS P RTAINING THERETO (2013 C L/FORMA BUILDING CODE, APPENDIX J) AND HALL BE SUPERVISED AS EN IN, GRADING IN ACCORDANCE WITH CITY OF BAKERSFIELD ORDIN NCES 2. ALL GRADING SHALLCONFORM TO THE RECOMM NDA7701VS CONTAINED IN, AND MADE A PART HEREOF, THE PRELIMINARY SOILS REPORT PREPARED BY SOILS ENGINEERING, INC., FILEN . 04-10923 DATED OCTOBER 21, 2004, (UPDATED FEBRUARY 2005) AND ALL ADDENDUMS 30. THERETO. IN CASEF A CONFLICT BETWEEN 771 PLANS AND SPECIF/CA770NS, THE MORE STRING£ T REQUIREMENTS WILL TAKE PRECEDENCE. J. 7HE DESIGN ENGIN R SHALL EXERCISE SUFFICIENT SUPERVISORY CON7ROL DURING ADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH 774E PLANS, PECIRCA7101VS AND CODE MTHIN HIS PURVIEW. 31. 4. THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE N071FIED 48 HOURS PR/OR TO PLACING ANY MA7ERIAL. 5. 774E GRADING CON WACTOR SHALL CONTACT ALI. COMPANIES WITH UNDERGROUND FA 077ES PR/OR TO BEGINNING CONS7RUC7101V AND VERIFY 7HE LOCA ON AND DEP774 OF ALL UND RGROUND FAC/LI77ES, INCLUDING 7ELEPH NE, ELECTRIC, WAILER. SEWE , OIL AND GAS LINES THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED 32. LINES NOT INDICA D ON 7HE PLAN OR FOR IN' ORMA7701V OBTAINED FROM OUTSIDE SO RCES (USA 1-800-227-2 00) 6. 7HE GRADING CON rRACTOR SHALL BE RESPON E FOR GRADING ALL AREAS TO + OR 0.10 FOOT. IF AN AREA SHOULD BE FOUND TO BE MORE 7HAN 0.10 FOOT OUT OF LEVEL AFTER COMPAC77NG AND 33. ACCEPTANCE OF GRADING, 7HE CONTRACTOR SHALL RETURN AND CORRECT 7HE GR DING A T NO COST TO 7HE 0 OVER. 7. 774E GRADING C01VTRACTOR SHALL WATER AS REQUIRED DURING 774E GRADING OPERA77 NS TO PREVENT 774E OCCURRENCE OF A DUST NUISANCE AND SHALL PR07ECT CURBS AND 07HER OBJECTS WHICH ARE TO REMAIN. 8. EXCA VA 7101V - EXCA VA 77ON SHALL CONSIST OF ALL EXCA VA71ON INVOLVED IN GRACING THE PROJECT AS SHOWN ON THE PLANS, EXCEPT ANY EXCA VAAON SEPARA TEL Y DESIGNATED AND PAID FOR AS A SEPARATE /7EM. 9. EMBANKMENTS - EMBANKMENT CONS7RUC7701V SHALL CONSIST OF CONS7RUC77NG LD r EMBANKMENTS, INCLUDING rHE PREPARATION OF AREAS FOR NH1Cf 7HEY ARE TO BE PLACED, INE CONS7RUC77ON OF DIKES I07HIN OR 7UTSIDE 7HE CONS7RUC770N AREA, 7HE PLACING AND COMPAC77NG OF APPROVED MATERIAL W1 /N THE C0NS7RUC7101V AREA WHERE UNS JITABLE MA7FRIAL HAS BEEN REMOVED, AND 7HE PLACING AND COMPACTING OF EMBANKMENT M 7ERIAL /N HOLES, FOR THE CONS7RUC710V EMBANKMENTS, PREPARING SUB -GRADE AT 7HE GRADING PLANE, CONFORMING 70 7HE GRADE TOLERANCE, DOING NECESSARY PLOW! G OR BENCHING, IMPOR77NG OR BORROW, PLACING AND COMPACTING MATERIAL TO 7HE LINE AND GRADES SHOWN ON 774E PLANS AND AS DIRECTED ED BY 774E ENGINEER SHALL BE CONSIDERED AS INCLUDED /N THE CONMACT PRICE PAID PER CUBIC YARD FOR EXCAVATION, AND NO ADD17701VAL COMPENSA71ON WILL BE ALLOWED 34. FOR SUCH WORK. 10. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH 7HE 35. STANDARD SPECIFICA770NS OF 774E STATE OFCALIFORNIA DEPARTMENT 36 OF 7RANSPORTA77 N, CURRENT EDI770N, INSOF R AS 7HE SAME MAY APPLY IN ACCORD NCE W17H 7HE N07ES HEREON. IN CASE OF CONFLICT W17H STANDARD SPECIFICA7701VS AND ANY N07ES 37. HEREON, 7HE NO S HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF UCH CONFLIC77NG POR77ONS. SAID SPEClFICA7701VS S ALL APPLY BUT NOT BE LIMJ TED TO 7HE FOLLOWING. A) ALL CONCRETE SHALL BE CLASS "B" AS IN ACCORDANCE WITH SEC7101V 90 AND SHALL HAVE AT LEAST 500 PSI COMPRESSIVE S7RENG7H A 28 DAYS. B) ASPHAL77C CONCRETE SHALL BE TYPE "B , MEDIUM GRADED, 38. 1/2" MAXIMUM AGGREGATE, AND1N77MA7L� Y MIXED WITH 5-7X ASPHALT. 11. IN 774E EVENT CON 7RUC77ON STAKING BASED McINTOSH & ASSOCIATES' PLANS, DRAWINGS, OR OTHER DOCUMENTS IS PERFORMED BY AN07HER FIRM, MCINTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED 39• FROM ALL LIABIL17Y ARISING FROM THE USE OF SAID PLANS, DRAWINGS, OR O ER DOCUMENTS 12 McINTOSH & ASSO /A TEES SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED Ct ANGES TO, OR USES OF, THE SE PLANS ALL CHANGES TO THEE PLANS MUST BE APPROVED, IN WRITING, BY 40. McINTOSH & ASSC CIA7ES 13. UPON COMPLE71ON OF GRADING AND BEFORE IRE START OF CONS7RUC71ON, A FINAL SOILS REPORT SHALL E PREPARED BY 774E SOIL ENG/VEER. 14. THE SOIL ENGINES SHALL REVIEW ALL EXCA VA FIONS PRIOR TO 41. BACKFILLING AND SHALL BE NOTIFIED OF ANY TSM ENCOUNTERED DURING 774E GRA NG OPERATIONS THAT MIGHT AFFECT FOUNDA7101V STABILITY SO REC MMENOA77ONS CAN BE MADE BY 7HE SOIL ENGINEER. 15. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1. 16. ALL SLOPES GREATER 7HAN 7HREE FEET IN VE TICAL HEIGHT SHALL BE PREPARED AN MAINTAINED TO PREVENT EROSION. 17. IMPORTED FILL MA R/AL: REFER TO SPECIFIC E4R7HW0RK RECOMMENDA77ON FOR IMPORTED FILL MATERIAL REQUIREMENTS ON SHEET 2 HEREIN. 18. CLEARING AND GRUBBING.- REFER TO SPECIFIC AR7HWORK RECOMMENDA710N OR CLEARING AND GRUBBIN REQUIREMENTS ON SHEET 2 HEREIN. 19. AREAS TO RECEIVE FILL (EXCEPT BUILDING PAD)- REFER TO SPECIFIC EAR7HWORK RECO MENDA770N FOR AREAS TO ECE/VE FILL REQUIREMEN7S ON SHEET 2 HERE N. 20. FILL MATERIAL: RfFER TO SPEC/FIC EARTHMORK RECOMMENDA77ON FOR FILL MA7FR/ALS 0 YERING AND REQU/REMEN7S ON SHEET 2 HEREIN. 21. QUA N7777ES FORE i RTHWORK EXCA VA 71ON AND OVER EXCA VA 77ON - 47,694 CU. VD. EMBANKMENT - 30,J& 1 CU. YD. EXPORT - CU. YD. QUAN7771ES ARE FOR GRADING PERMIT ONLY. E ENGINEER MAKES NO WARRANTY OF 7HE AN77C/PA7F0 SHRINKAGE FACTOR IN CASE OF EXCESS OR SHOR7 4GE, THE CO1V7RACT0R SHAL. CONTACT 7HE ENGINEER SO THAT ADJUS NTS MAY BE MADE. 7HE C 7RACTOR SHALL NOT USE 7HESE QUAN 17ES TO BASE HIS BID ON. 22. BUILDING PAD PREPARATION: REFER TO SPECIFIC RECOMMENDATION ON SHEET 2 HEREIN. 23. PAVEMENT AREAS REFER TO SPECIFIC RECOM ENDA77ON ON SHEET 2 HEREIN. 24. AN OSHA PERMIT IS REQUIRED WHEN WORKERS Mb ST ENT ER 7RENCHES OR EXCAVA7101V FIVE ) FEET OR DEEPER. 25. SUFFICIENT ACCESS TO THE EXISTING AND ABAN ED WELLS SHALL BE MAINTAINED IN ORDER FOR 7HE DIVISION OF GAS, OILS AND GEOTHERMAL RESOURCES (DIVISION) TO INVES77GATE 7HE CONDITION OF 774E WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDONME TS ARE REQUIRED, THE DIVISICIN SHALL FURNISH 7HE NECESSARY SPEQnCA77O1VS 70 THE PROPERTY OWNER. 26. AT THE INI77AL C 7RUCT70N MEE77NG PRIOR TO GRADING AC771471ES, ALL CONSTRUCTION woA wERs MUST BE INFORMED AS 70 THE SYMPTOMS OF VALLEY FEVER. 27. THE CONTRACTOR SHALL COMPLY WITH THE GUIDE FOR ASSESSING AND M177GA77NG AIR 0 JALITY IMPACTS (GAMAQI),J NUARY 10, 2002 REVISION, GUIDANCE DOCUMENT WHICH L/S7S THE FOLLO NG MEASURES AS APPROVED AND RECOMMENDED FOR CONS7RUC71ON AC77 77ES WITHIN 7HE SAN JOAQUIN VALLEY AS FOLLOWS: A. MAINTAINALL CONSTRUC710N EQUIP 4 NT AS RECOMMENDED BY MANUFACTURER MANUALS. B. SHUT D WN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME. C. USE ELECTRIC EQUIPMENT FOR COIVSTRUC71ON WHENEVER POSSIBLE IN LIEU OF DIESEL OR GASOLINE POINERED EQUIPMENT. D. CURTAIL USE OF HIGH -EMITTING CON$77RUC710N EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT C0NCEN7RA770NS EXCESSIVE AMBIENT POLLUTANT CONC NTRAA'ONS SUCH AS "SPARE - THE -AIR" DAYS AS DECLARED BY THE SJVAPCD. E. ENCOUR GE CONSTRUCTION EMPLOYEES TO CARPOOL OR USE SHUTTLE TO RETA& ESTABLISHMENTS AT LUNCH. 28. PRIOR TO S17E G1 ADING, SUBDIVIDER SHALL H4 VE A PRECONS7RUC7701V SURVEY CONDUCTED TOS ARCH FOR NA77VE KIT FDX DENS SURVEY SHALL BE SUBMITTED TO THE PLANNING DIRECTOR FOR REVIEW PRIOR TO GRADING THE APPLICANT MAY BE SUBJECT TOtANTAINING ECTAL NOT7FICA77ON REQUIR MENIS TO AGENCIES PRIOR TO GRADING LAND C DENS. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT TO THE MIGRATORY BIRD TREATY ACT. INCLUDING THE SWANSON HAWK DURING THE RAPTOR NES77NG SEASON (FEBRUARY 774ROUGH SEPTEMBER). lF CONS7RUC71ON IS TO OCCUR DURING RAPTOR NES71NGIBREEDING SEASON (FEBRUARY 7HROUGH SEPTEMBER) NO CONSTRUCTION AC77W Y SHALL TAKE PLACE 107HIN 500 FEET OF A AC77VE NEST. TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE REMOVED ONLY DURING NDN -BREEDING SEASON (OCTOBER THROUGH JANUARY) THE PRESENCE OF ANY PREVIOUSLY UMDEN7IFIED PROTECTED SPECIES WHICH ARE NOT ADDRESSED IN THE MBHCP, INCLUDING THOSE PROTECTED UNDER 7HE FEDERAL MIGRATORY BIRD TREATY ACT, SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR TO CONS7RUC770N. 7HE FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPARTMENT OF FISH & GAME (CDFG) SHOULD BE N071FIED OF PREVIOUSLY UNREPORTED PROTECTED SPECIES. ANY UNAN7ICIPAT ED TAKE OF PROTECTED WILDLIFE SHALL BE REPORTED IMMEDIATELY TO THE CDFG AND USFWS IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCAVA77ON AND GRADING AC711471ES ON-SITE; 7HE CONTRACTOR SHALL STOP ALL WORK AND 7HE DEVELOPER SHALL RETAIN A QUALIFIED ARCHEOLOGIST TO EVALUATE 7HE SIGNIFICANCE OF 7HE FINDING AND APPROPRIA7F COURSE OF AC710N. SALVAGE OPERA71ON REQUIREMENTS IN APPENDIX K OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT GUIDELINES SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED NA71VE AMERICAN REMAINS SHALL COMPLY W17H STATE CODES REGULA71ONS OF 7HE AMERICAN HER/ TA GE COMM/SS/ON. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY 77ME ON ANY POR77ON OF 7HE PROJECT, WORK SHALL HALT AND THE CORONER BE N077FIED IMMEDIA TEL Y (SEC7101V 7050.5 OF THE HEAL771 AND SAFETY CODE). IN 7HE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED ARCHAEOLOGIST AND THE LOCAL NATIVE AMERICAN COMMUNITY SHALL ALSO BE NOTIFIED. THE CONTRACTOR SHALL COMPLY Wl7H SAN JOAQUIN VALLEY AIR POLLU77ON CONTROL DISTRICT (SJVAPCD) REGULA77ON VIII, DUST CON7ROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING GRADING AND CONSTRUCTION PHASES 7HE M177CA77ON MEASURES TO BE TAKEN ARE AS FOLLOWS- A. OLLOWSA. WATER EXPOSED SURFACES (SOIL) 7HREE-77MES/DAY. B. WATER ALL HAUL ROADS AT A MINIMUM OF THREE 71MES PER DAY. C. REDUCE SPEED ON UNPAVED ROADS TO LESS 7HAN 15 MILES PER HOUR. D. STABILIZE ALL D/S7URBED AREAS, INCLUDING STORAGE PILES; WHICH ARE NOT BEING ACTIVELY U77LIZED FOR CONS7RUC71ON PURPOSES USING WATER OR BY COVERING WITH A TRAP, OTHER SUITABLE COVER OR VEGETA71VE GROUND COVER. E. CONTROL FUG177W DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING, EXCAVAT70N, LEVELING, GRADING, OR CUT & FILL OPERA7101VS W17H APPLICA7101V OF WATER OR BY PRESOAKING. F. WHEN 7RANSPOR71NG MATERIALS OFFSI7F, MAINTAIN A FREEBOARD LIMIT OF AT LEAST SIX INCHES AND COVER OR EFTEC71VELY WET TO LIMIT VISIBLE DUST EMISSIONS G. LIMIT AND REMOVE 7HE ACCUMULA7TON OF MUD AND/OR DIRT FROM ADJACENT PUBLIC ROADWAYS AT THE END OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT RET77NG TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN). H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING THE ADD/7701V OR REMOVAL OF MATERIALS USING WATER. L REMOVE TRACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE S17E AT THE END OF EACH WIORKDA Y. J. CEASE GRADING AC77VI77ES DURING PERIODS OF HIGH WINDS (GREATER 7HAN 20 MPH OVER A ONE-HOUR PERIOD). K. ASPHALT -CONCRETE PAVING SHALL COMPLY WITH 7HE SJVAPCD RULE 4641 AND RESTRICT USE OF OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PAVING MATERIALS SURFACE DRAINAGE TO BE ONE (IX) PERCENT MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CHAPTER 33 OF 7HE C.B.C. NO WORK SHALL BE PERFORMED INSIDE CURRENT CALTRANS RIGHT-OF-WAY UN77L AN ENCROACHMENT PERMIT /S OBTAINED. IF 7HE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE EL/M/NA7701V SYSTEM (NPDES), A NOTICE OF INTENT" (NOI) TO COMPLY WITH 7HE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED W17H CONSTRUC770N AC7714TY (NPOES ORDER NO. R5-2013-0153) MUST BE FILED WI7H STA TE WATER RESOURCES CONTROL BOARD IN SACRAMEN70 BEFORE 77•!£ BEGINNING OF ANY CONS7RUCAON AC77WTY. COMPLIANCE WITH 7HE GENERAL PERMIT REQUIRES 7HAT A STORM WATER POLLU77ON PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPEC77ON DURING NORMAL CONS7RUC71ON HOURS. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED W17N/N EXIS77NG ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ES71MA7F FOR 7HE WORK PERFORMED K17HIN 7HE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF IHE DUST C0N7ROL PLAN (OCP) FOR THIS PROJECT FROM 774E DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES FOR 7HE DURA77ON OF CONTRACTOR'S OCCUPANCY OF 7HE SITE, CONTRACTOR IS REQUIRED TO COMPLY W17H THE PROVISIONS OF SAID PLAN. STORM WATER POLLUTION PREVEN71ON CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON S17E AT ALL TIMES FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF 7HE S/TE CONTRACTOR IS REQUIRED TO COMPLY WI7H THE PROWS/DNS OF SAID PLAN. 7HE LANDSCAPED AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS 7HE SIDEWALK FOR ]HOSE AREAS OVER 2Z BENCHMARK: BENCHMARK DISK 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 B 11.44 OVER STINE CANAL, 19 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET WEST OF THE EXTENDED CENTER UNE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST OF THE CENTER LUNE 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. 89'04'33" W. SHOWN FOR THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 34, T.30 S., R.27 E. AS SHOWN ON SURVEY INVESTIGATION MAP NO. 7-1 BK. 6, PG. 27 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIP 770N. - THE 0N:THE NORTH 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. PROJECT AREA: 34.89 ACRES NO. OF LOTS: UNIT 4: 51 LOTS UNIT 5: 45 LOTS TOTAL: 96 LOTS VIUIIy1 1 I VVIhI- N O SCALE W U Z Q m cn cn Z O LA_ O a LSI a` a TYPICAL FINISH LOT GRADING I AND DRAIN CONFIGURATION I NO SCALE 1.0% MIN. SLOPE PIPE I 1 3" SMOOTH WALL I PVC PIPE (TYP.) � z AT POSTIVE GRADE TO -- °•-° - DRAINAGE EMITTER. GRAM / \ Q- - - ....................... -------- O -------- - - - - - - - ----•------- 1 3" DRAIN GRATE SEE DETAIL "A" PVC MITERED DRAIN I S OUTLET -SEE DETAIL "B" I 2% PROPOSED --- 0 _« °- HOUSE1 z i 5' MIN. I 1 F } 2% I I d '•z • � I o M I a �o I-•-•-•-•-----•------------------------------- •-•--- ------------------------------------•--- 3 DRAIN GRATE 1.09a MIN. SLOE PIPE AT I " PVC MITERED DRAIN I SEE DETAIL "A" POSTIVE GRADE TO OUTLET -SEE DETAIL "B" 1 DRAINAGE EMITTER. i 3" DRAIN GRATE 3' MIN. (TYP.) GROUND- SEE DETAIL "A" DAYUGHT--, 1.0% v_ MIN. 3" PVC PIPE - AREA OF OFFSITE DISTURBANCE AREA OF OFFSITE DISTURBANCE PROPOSED FLOWAGE AND DRAINAGE EASEMENT THROUGH TR 6758 UNIT 3 BY SEPARATE INSTRUMENT NOTA PART w CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA GRADING PLAN TRACT 6757 UNITS 4 AND 5 W z gg 0 ELL. PVC MITERED DRAIN VEL OUTLET -SEE DETAIL "B" INLET WITH 3" FINISH DRAIN GRATE GRADE 3" SMOOTH WALL PVC PIPE 3" DRAIN GRATE DETAIL "A" NO SCALE KIT MAF ZHUI-' rtt MAI-' AREA OF ONSI TE DISTURBANCE SCALE: 1 "=-- 200' NOTE.• HCP FEES HAVE BEEN PAID FOR ALL UNITS OF TRACT 6757. TOTAL ONSITE AND OFFSITE DISTURBED AREA FOR TRACTS 6757 & 6758 = 67 ACRES PVC PVC MITERED DRAIN OUTLET DETAIL "B" NO SCALE NOTE: ALL HOMES TO BE CONSTRUCTED WITH SUBSURFACE LOT DRAINAGE SYSTEM AS SHOWN. SYSTEM SHALL BE INSPECTED BY CITY OF BAKERSFIELD BUILDING DEPARTMENT. AREA OF OFFSITE DISTURBANCE LEGEND ABBREVIATIONS EP EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE OVER -EXCAVATION FL FLOWUNE FF FINISH FLOOR CL CENTERUNE FC FINISH CONCRETE ELEV ELEVATION GB GRADE BREAK ME MATCH EXISTING GRADE FP FINISH PAVEMENT - - - - SECTION UNE 1 EXISTING GROUND CONTOUR FP- J47. 90 PROPOSED PAD ELEv. .0 PROPOSED GUTTER FLOWUNE ELEV. PROPOSED LANDSCAPE ELEV. < PROPOSED FINISHED GRADE 0.318 DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE CURB AND GUTTER EXIST. RIGHT-OF-WAY CENTERLINE OF STREET - - - - - - - - PROPERTY LINE / RIGHT-OF-WAY - - - - - - - - - - - PAD COMPACTION LIMITS - - o STORM DRAIN TYPE "A" CATCH BASIN WITH 3.5 WIDE OPENING UNLESS OTHERIMSE NOTED TRACT BOUNDARY -� PHASE BOUNDARY TRAFFIC INDEX TABLE ROAD TI McKEE ROAD 6 ASHE ROAD 8.5 LOCAL STREETS 4.5 DIG T Call: TOLL FREE 1-800-227-2600 AT LEAST 7W DAYS OD BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA G.P. 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CD CD o LU ZZ Q _ omCC a Z� Mo W CC to Q 4c CD n ZZ CO Z� Q W V� .j I o m CO a� i R PAD COMPA TION 30' I 30' 80' VARIES VARIES LIMI TS PAD COMPACTION LIMITS F- wI I w 5' 10' � 20' 10' 15' I FILL LACED IN I cai I I FILL PLACED IN FRONT' YARD AFTER 31 0 3 I , ��FRONT YARD AFTER SWALE CONS7RUC77ON I SWALE CON RU 77ON 2' 1% MIN, 159 % M MAX I FINISHED PAD I 2' 40' 2' I 1 FINISHED PAD77 I - - _ PAD COMPAC77ON LIMITS - 0VEREXCAVA ON - FINISHED PAD (SEE GRADING NOTES) a4' ROUGH GRADE LINE -- 2.Z MIN, 4. 1 Ai AX 0 4' 0 MEREXCA VA 77ON PROPOSED 4.5' COMBINATION SIDEWALK (SEE GRADING NOTES) ROUGH GRADE LINE IS AT 0.2' BELOW FLOWLINE PROPOSED CURB & GUTTER ELEVA TION SECTION A SCALE: NONE 5 TYPICAL ROUGH GRADING SECTION (60 ' R/W) PAD CCUPAC77ON 30' 30 80' LIMITS ( PAD COMPACTION LIMITS wl 15'10' 20' 10' 15' FILL PLACED IN -i< FILL PLACED !N FRONT YARD AFTER I I I SWALE CONS7RUC77ON 31 0 31 --FRONT YARD AFTER 1Z MIN, 159. MAX I 1SWALE CX RON I FINIS ED PAD 9 MIN, 15% 40 2 FINISHED PAD °0 2 C ' ox ,2. 0VEREX VA TION _2. � 2.0% = - r 2Z MIN, 4.1 MAX (SEE GRADING N07ES) 29. MIN, : 1 MAX ROUGH GRADE LINE 0 VEREXCA VA TION (SEE GRADING NOTES) R 20' 20' PAD COMPACTION LIMITS I I I i EXIST. GROUND VARIES ............ FINISHED PAD 0 VEREXCA VA 77ON (SEE GRADING NOTES) 0.4' 0.4' 0 VEREXCA VA 77ON PROPOSED 4.5' COMBINATION SIDEWALK (SEE GRADING NOTES) ROUGH GRADE LINE IS AT 0.2' BELOW FLOWL/NE PROPOSED CURB & GUTTER ELEVA 77ON SECTIONB SCALE: NONE,S TYPICAL ROUGH GRADING SECTION (60' R/W) PALI COMPACTION 30' I 3O' PAD COMPAC7ION LIMITS � LIMITS wl 15' 10' 20' 10' 15' FILL PLACED IN Q FILL PLACED IN FRONT YARD AFTER 3 o I 3 / FRONT YARD AFTER SWALE CONSTRUCTION \ \ SWALE CONSTRUCTION 1.Z MIN, 15X MAX � I � ( 1% MIN, 15.E MAX FINISHED PAD I 2' 40' 2' 1 FINISHED PAD ' I 29 MIN, 4. 1 MAX I I ����.0� '.Ox 2. °y, 29. MIN, 4. 1 MAX OVEREX A VA 77ON 0VEREXCA VA TION (SEE GR DING NOTES) 0.4' ROUGH GRADE LINE (SEE GRADING NOTES) 0. 4' PROPOSED 4.5' COMBINATION SIDEWALK ROUGH GRADE L NE ROUGH GRADE LINE lS AT 0.2' BELOW FLOWLINE PROPOSED CURB & GUTTER ELEVA 77ON SECTION I C SCALE: NONE\!5) TYPICAL FRONT TO FRONT LOT ROUGH GRADING SECTION (60' R/W) PAD COMPACTION 15' 15' PAD COMPACTION LIMITS I � LIMITS wl 5' 10' 20' 10' S' 7� J a UI ROUGH GRADE LINE IS AT 0.2' BELOW FLOWLINE ELEVA 77ON THIS IS ONLY A ROUGH GRADING LINE. SEE STREET IMPROVEMENT PLANS FOR SECTION E FINAL DESIGN. SCALE: NONE -5j TYPICAL FRONT TO SIDE LOT ROUGH GRADING SECTION (60' R/W) EXISTING EXISTING GROUND 2. 1 SLOPE EXIS77NG GROUND PROPOSED R/W I I? - R 2' I PAD ELEVA 77ON I 2% 2% PAD ELEVA TlO 2: 1 SLOPE SECTION 4F SCALE: NONE\.5 TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION DIFFERENCE OF 0.3 FT. OR GREATER. It - 2' 2' I EXIS77NG I PAD ELEVA 77ON 2% 2% PAD ELEVA I) 2 1 SLOPE SECTION G SCALE: NONE 5 TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION DIFFERENCE OF a3 FT. OR GREATER. 1' 1' 1 EXISTINGPAD ELEVA TION I 211 2% PAD ELEVA 29 12% __.___ PAD ELEVA 17EXISTING 0 PAD ELEVA TION 2.-1 SLOPE 2.-1 SLOPE) TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION DIFFERENCE OF LESS THAN 0.3 FT. SECTION H SCALE: NONE 5 PAD LEVA 77ON G. I JLVrL TYPICAL FOR ADJACENT LOTS WITH AN ELEVA770M DIFFERENCE OF LESS THAN 0.3 FT. SECTION i SCALE: NONE 5 R ,,.,-PROPOSED BLOCK WALL PROPOSED 2, BLOCK WALL 2' 2%EXISTING ?� 2% PAD ELEVA77ON EXISTING - - - - - - F` PAD ELEVA 77ON EXIST/NG GROUND - 2.1 SLOPE _ SECTION SCALE: NONE 5 2, I 3: 0 CE McKEE ROAD 1 \I BLOCK WALL VARIES Q m 2q MIN, 4:1 MAX ll' CURB AND GUTTER o 2' f35' TO 38' I I I 2 % MIN, 4:1 MAX I ti FINISHED PAD 8' 2' 40' I 2' 0 FINISHED PAD GUTTER 2. W O W 2% I 2.0%1 5.5' COMBINATION ION a PROPOSED PROPOSED 2.0' 2.Oy- 2. ROUGH GRADE LINE* 0.5' SIDEWALK ROUGH GRADING LINE DREXCAVATIDN SECTION M PAVEPMENT GR I SCALE: NONE 29 ANG (St E GRADING NOTES) 2' GRADE 2% R 0.4' 0.4' PROPOSED 4.5' COMBINATION SIDEWALK (SEE GRADING NOTES) ROUGH GRADE LINE / ROUGH GRADING AT 0.2' BELOW FLOWLINE PROPOSED CURB & GUTTER ELEVA 77ON SECTION * THIS IS ONLY A ROUGH GRADING SECTIOND LINE. SEE STREET IMPROVEMENT PLANS FOR SCALE: NONE 5 FINAL DESIGN. TYPICAL SIDE TO SIDE LOT ROUGH GRADING SECTION (60' R/W) PAD COMPACTION 30' 15' PAD COMPACTION Ll I IS I LIMITS � Iw w 15' 10' 20' N 10' 5' FILL PLACED IN RONT YARD AFTER� I Q I v SWALE CONS7RUC770N I \ . 19 MIN, 15% MAX I I � FINISHED PAD I 2' 40' 2' � FINISHED PAD 2% MIN, 4: 1 MAX _2 Dal` 2 OX 2 O . 2% MIN, 4.-1 MAX 0VEREX (SEE GR AVATION DING NOTES) 0 4. ROUGH GRADE LINE* 0 VEREXCA VA 77ON (SEE GRADING NOTES) 0.4' *ROUGH GRADE UNE GRADE BREAK ROUGH GRADE LINE IS AT 0.2' BELOW FLOWLINE ELEVA 77ON THIS IS ONLY A ROUGH GRADING LINE. SEE STREET IMPROVEMENT PLANS FOR SECTION E FINAL DESIGN. SCALE: NONE -5j TYPICAL FRONT TO SIDE LOT ROUGH GRADING SECTION (60' R/W) EXISTING EXISTING GROUND 2. 1 SLOPE EXIS77NG GROUND PROPOSED R/W I I? - R 2' I PAD ELEVA 77ON I 2% 2% PAD ELEVA TlO 2: 1 SLOPE SECTION 4F SCALE: NONE\.5 TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION DIFFERENCE OF 0.3 FT. OR GREATER. It - 2' 2' I EXIS77NG I PAD ELEVA 77ON 2% 2% PAD ELEVA I) 2 1 SLOPE SECTION G SCALE: NONE 5 TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION DIFFERENCE OF a3 FT. OR GREATER. 1' 1' 1 EXISTINGPAD ELEVA TION I 211 2% PAD ELEVA 29 12% __.___ PAD ELEVA 17EXISTING 0 PAD ELEVA TION 2.-1 SLOPE 2.-1 SLOPE) TYPICAL FOR ADJACENT LOTS WITH AN ELEVATION DIFFERENCE OF LESS THAN 0.3 FT. SECTION H SCALE: NONE 5 PAD LEVA 77ON G. I JLVrL TYPICAL FOR ADJACENT LOTS WITH AN ELEVA770M DIFFERENCE OF LESS THAN 0.3 FT. SECTION i SCALE: NONE 5 R ,,.,-PROPOSED BLOCK WALL PROPOSED 2, BLOCK WALL 2' 2%EXISTING ?� 2% PAD ELEVA77ON EXISTING - - - - - - F` PAD ELEVA 77ON EXIST/NG GROUND - 2.1 SLOPE _ SECTION SCALE: NONE 5 SCALE: NONE `5 ASHE ROAD (TRACT BOUNDARY) - 55' - VARIES I VARIES PROPOSED TYPE 'M' MEDIAN CURB PRI PA EXIST. PAVEMENT -� EXIS77NG TYPE 'M'5 29' R/W 9'--10' 1 VARIES _ 7' 1 R 6, 2, VARIES t 49' TO 52' CE McKEE ROAD 1 14' BLOCK WALL VARIES Q m 0� W ll' CURB AND GUTTER o 2' f35' TO 38' I I I 2 Z% I ti �� 8' T I I o 0 PAVEMENT GUTTER 2. W O W 2% I tjPROP 5.5' COMBINATION ION a PROPOSED PROPOSED SIDEWALK Q, CURB AND GUTTER 0.5' SIDEWALK ROUGH GRADING LINE N SECTION M PAVEPMENT GR I SCALE: NONE 29 ANG NIX E 2' 2% 0.5' 0.7' ROUGH GRADING UNE SECTION SCALE: NONE `5 ASHE ROAD (TRACT BOUNDARY) - 55' - VARIES I VARIES PROPOSED TYPE 'M' MEDIAN CURB PRI PA EXIST. PAVEMENT -� EXIS77NG TYPE 'M'5 29' R/W 9'--10' 1 VARIES _ 7' 1 R 6, 2, � Q PROPOSED 64' 1 W Q CL BLOCK WALL PROPOSED z Q m 0� W 2' CURB AND GUTTER o 2' I o MiN PAD ELEVA 7701V Z% 1 W ti �� < T 2.Z CURB AND o DJ TERENTIAL PAVEMENT GUTTER 2. 0' TO 0.4' 0.5' 2% 2Z MEDIAN CURB I ROUGH GRADING LINELANDSCAPE TO REMAIN 0.7' AREA PROPOSED SECTION N 5.5' COMBINATION SCALE: NONE 5 SIDEWALK NOTE: ALL RETAINING WALLS REQUIRE SEPARATE PERMIT. WALL PLANS FOR TRACT 6757 WERE APPROVED 8/22/07 2' PAD ELEVA 77ON 2% 2% PAD ELEVA 77ON 2: 1 SLOPE EXIS77NG R BUILDER FENCE 2, FUTURE TRACT 6758 j 2% PAD ELEVATION TRACT 6757 PAD ELEVA TION 2.'l FILL SLOPE SECTION SCALE: NONE 5 EXISTING GROUND SECTION SCALE: NONE NOTE: ALL RETAINING WALLS REQUIRE SEPARATE PERMIT. ASHE ROAD (TRACT BOUNDARY) 4' 9' PROPOSED EXIST. TYPE 'M' TYPE 'M' MEDIAN TO REMAI MEDIAN CURB EXIST. PAVEMENT F ASHE ROAD (TRACT BOUNDARY) III��� i 1' 1� I EXIST. PAVEMENT 70 REMAIN �j I 29 i EXIST. A.C. DIKE TO BE REMOVED I 2' PROPOSED BLOCK WALL 2% H PAD ELEVATION .2: 1 SLOPE R/W R 1 10' R/W I 6' ' 2' PROPOSED 1 BLOCK WALL PROPOSED �u o CL PROPOSED MEDIAN CURB GUTTER AND 2' I w MIN PAD ELEVA 77ON PROPOSED I z Z RETAINING 2Z PAVEMENT = '� 1 2% 1 DIFFERENTIAL 77 0' TO 0.4' ROUGH GRADING LINE 0 7, 0 5' LANDSCAPE AREA PROPOSED 5.5' COMBINATION SECTION , SIDEWALK SCALE: NONE NOTE: ALL RETAINING WALLS REQUIRE SEPARATE PERMIT. WALL PLANS FOR TRACT 6757 WERE APPROVED 8/22/07 � Q -�- 1 I 64' W Q CL 6' I 0� W 2' 2 1 W ti PROPOSED < c� Z Z I- CURB AND o z µ{{� MA TCH EXIS77NG PAVEMENT GUTTER 2. x 2% 2Z `3 PROPOSED 5.5' COMBINA 77ON 0.5' SIDEWALK ROUGH GRADING LINE 0.7' SECTION M SCALE: NONE R/W I 6' ' 2' PROPOSED 1 BLOCK WALL PROPOSED �u o CL PROPOSED MEDIAN CURB GUTTER AND 2' I w MIN PAD ELEVA 77ON PROPOSED I z Z RETAINING 2Z PAVEMENT = '� 1 2% 1 DIFFERENTIAL 77 0' TO 0.4' ROUGH GRADING LINE 0 7, 0 5' LANDSCAPE AREA PROPOSED 5.5' COMBINATION SECTION , SIDEWALK SCALE: NONE NOTE: ALL RETAINING WALLS REQUIRE SEPARATE PERMIT. WALL PLANS FOR TRACT 6757 WERE APPROVED 8/22/07 Z � Q �oJ W Q CL 0� W 1 ti u ti < Z Z I- Z�J Lu Jim `3 �u Z � Q �oJ W Q CL 0� W 1 ti ti < Z Z I- Z�J Lu Jim `3