Loading...
HomeMy WebLinkAbout1.7-7222 Ph 1 - 8BENCH MARK USED: TOP OF BR. CAP IN CONCRETE. MONUMENT AT CENTERLINE INTERSECTION STINE RD AND POPPYSEED DRIVE. ELEVATION = 359.19 (C.O.B. DATUM) PLANZ 99 1� ROAD a � 16 ];Z�J5 14 13 18 17 1� i PA ��� CHECO RD. 19 22 J2 24 " FA IRVIEW ROAD o ❑❑ 24 19 2 0 PANAMA LANE � a A VIN EDISON 30 29 28 0 27 °a 26 29 McCUTC EN ROAD 25 OSKN RD. 0 18� 35 36 31 34 McKEE RD. � 32 PU KIN OLD R 1 V R 119 = CE ER1 a �� 0 5 6 0 4 Q Q 2 URNO ROAD z 0 cn w 0 9 w a >_ 80 10 11 oa 12 99 g o 0 BUS o '17 � 16 — VICINITY MAP NO SCALE Q T RACT 7222 PHASES 1 -8 AK RSF1 LD CALIFORNIA ABBREVIATIONS TYPICAL ALL SHEETS UNLESS SUPERSEDED BY SHEET DEFINITION EX EXISTING FLIT FUTURE FG FINISHED GROUND FS FINISHED SURFACE FP FINISHED PAD FF FINISHED FLOOR NG or OG NATURAL /ORIGINAL GROUND EP EDGE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 BC BEGIN CURVE PIVC VERTICAL CURVE POINT OF INTERSECTION POVC POINT ON VERTICAL CURVE VC VERTICAL CURVE BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE PRC POINT OF REVERSE CURVE PCC POINT OF COMPOUND CURVE N ON THIS SHEET MAX MAXIMUM MIN MINIMUM TYP TYPICAL EL or ELEV ELEVATION BDRY BOUNDARY R RADIUS L LENGTH AF ACRE -FEET SF SQUARE FEET LF LINEAR FEET EA EACH CY CUBIC YARDS ESMT EASEMENT RW RIGHT -OF -WAY SD STORM DRAIN CB CATCH BASIN SWR SANITARY SEWER MH MANHOLE WTR WTR G GAS REQ'D REQUIRED PERMIT NO .13- 40000049 GRADING QUANTITIES QUANT777ES ARE FOR GRADING PERMIT ONLY THE ENGINEER MAKES NO WARRANTY OF THE AN77CIPA7FD SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, THE CON7RACTOR SHALL CONTACT 7HE ENGINEER SO THAT ADJUS7MENTS MAY BE MADE. 7HE CONTTACTOR SHALL NOT USE THESE QUANT777ES TO BASE HIS BID ON CUT 25,904 CY FILL* (INCLUDES OVER -EX.) 14,891 CY *FILL QUANTITIES ARE UN- COMPACTED GRADING PERCENTAGES TOTAL PROJECT AREA TO BE GRADED 57.49 AC 100% OS NORTH a4 CENTRAL FUTURE APARTMENT AREA 18.34 AC 31.99 GRADING COMPLETE 18.44 AC 32.19 GRADING PROPOSED 20.71 AC 36.09 NOT A PART. SEE PHASE 1 GRADING PLAN PERMIT NO. 14- 40000021 SHEET No. INDEX �1 TITLE SHEET 02 GENERAL NOTES OS NORTH a4 CENTRAL M5 SOUTH a J J SHEET 03 1■■■■■■■■■■■■■■■■■ SHEET 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. 1 2 3 4 5 6 7 8 9 10 11 12 13 15 i, 1 „4 FUTURE APARTMENTS NOTAPART i i�11 r i ii 11i FUTURE APARTMENTS I NOT A PART 1 NOT A 1127 128 129 130 131 Rft�{I �1 10 9 8 7 d 5 4 1 3 12 11 II j 28 27 26 25 I _L - -_ M E R P, it I 11 12 13 114 I 1 15 6 17 18 23 I I 19 20 21 22 8 7 6 2 1 29 28 27 26 I. I 25 , I EXISTING GRADING ' I ' ► I rgT 10 , 11 S I 9 \8 SHEET ® \ 12 LEGEND x 355.1 ASBIJILT /AS- GRADED PAD ELEV. OS SEWER MANHOLE © SEWER CLEANOUT OD STORM -DRAIN MANHOLE 026 -07279 DATED 12- CATCH -BASIN OO CENTERLINE MONUMENT ------- - - - - -- PROPOSED STORM -DRAIN z PROJECT BOUNDARY a J J SHEET 03 1■■■■■■■■■■■■■■■■■ SHEET 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. 1 2 3 4 5 6 7 8 9 10 11 12 13 15 i, 1 „4 FUTURE APARTMENTS NOTAPART i i�11 r i ii 11i FUTURE APARTMENTS I NOT A PART 1 NOT A 1127 128 129 130 131 Rft�{I �1 10 9 8 7 d 5 4 1 3 12 11 II j 28 27 26 25 I _L - -_ M E R P, it I 11 12 13 114 I 1 15 6 17 18 23 I I 19 20 21 22 8 7 6 2 1 29 28 27 26 I. I 25 , I EXISTING GRADING ' I ' ► I rgT 10 , 11 S I 9 \8 SHEET ® \ 12 13 14 1 15 1 16 0 17 f8 PER KRAZAN FINAL SOILS REPORT PROJ. NO. 026 -07279 DATED 12- 18 -07) KEY MAP 19 23 i 1 20 21 22 I �11 1 2 3 4 5 I ....... ... IIIIII � �V■ ■ Y SHEET 5 11 12�13�14�156 I \ il 6 5 4 3 ' 27 8 9 110 8 112 I11 110 19 18 I 7 GRADING PROPOSED 1 2 3 4 5 6 7 8 15 14 13 12 11 10 EXISTING GRADING L 12 13 � 8 112 I11 110 19 18 I 7 GRADING PROPOSED 1 2 3 4 5 6 7 8 15 14 13 12 11 10 EXISTING GRADING - GRADING INCOMPLE ----------------------- -- ast :_— ---r— s=aga__ VACANT LAND T EXISTING PADS TO BE P OOF ROLLED. (COMPACTED PER KRAZAN FINAL SOILS REPORT PROJ. NO. 026 -07279 DATED 12- 18 -07) KEY MAP SCALE: 1' =200' 9' �l 1 t ICI ICI III N- rn 0 M rn Q It O z 00 U Ix It z O j Ld Q J W U 00 �o� W (0 0 V cV of W Y Q m r m V) z 0 W Of a 0 Ln w o z N 7) N 0 z k.� ao W Y J Q 3 r m CD o w U O U 162 J _> U U (� 5�? o C. z Q w T a. b 0 0 z � Q r co W � o= cv W a N N o -c C3 0 Z W m U Q H Q F_ o J M � o v. w T b LL 0 GRADING NOTES 1. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING THEREOF AND TO 7HE 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, DA TED JULY 24, 2013. 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISOR CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE 107H THE PLANS, SOILS REPORT, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. J. CIVIL ENGINEER, GE07ECHNICAL ENGINEER, AND BUILDING OFFICIAL WILL BE NOTIFIED FORTY EIGHT (48) HOURS PRIOR TO PLACING ANY FILL MATERIAL. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SI7E COND17IONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY- THAT THIS REQUIREMENT SHALL APPLY CON77N000SLY 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 CONNEC71ON WI7H THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG FOR LIABILITY ARISING FROM 77-IE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR THE ENGINEER. 5 THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES M7H UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY THE LOCA77ON AND DEP77-1 OF ALL UNDERGROUND FACILITIES, INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON 77-IE 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, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OWNER. 7 7HE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERA71ONS TO PREVENT 774E OCCURRENCE OF A DUST NUISANCE AND SHALL PR07ECT CURBS AND OTHER OBJECTS WHICH ARE TO REMAIN. 8. EXCAVA7ION - EXCAVATION SHALL CONSIST OF ALL EXCAVATION INVOLVED IN GRADING THE PROJECT AS SHOWN ON THE PLANS, EXCEPT ANY EXCAVATION SEPARATELY DESIGNATED AND PAID FOR AS A SEPARATF ITEM. 9. 774E WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, CURRENT EDITION, INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE N07ES HEREON. IN CASE OF CONFLICT K17H THE STANDARD SPECIFICATIONS AND ANY N07ES HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLICTING PORTIONS. SAID SPECIFICATIONS SHALL APPLY BUT NOT BE LIMI7ED TO THE FOLLOWING: A) ALL CONCRETE SHALL BE CLASS "B" AS IN ACCORDANCE WITH SEC77ON 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS B) ASPHALTIC CONCRETE SHALL BE TYPE B° MEDIUM GRADED, 1/2" MAXIMUM AGGREGATE, AND INTIMATELY MIXED WITH 5 -7% ASPHALT. 10. IN THE EVENT CONSTRUCTION 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 7HE USE OF SAID PLANS, DRAWINGS, OR OTHER DOCUMENTS. 11. McINTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAU7HOR/ZED CHANGES TO, OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED, IN WRITING, BY McINTOSH & ASSOCIATES. 12. ALL GRADING SHALL CONFORM WITH APPENDIX J - CALIFORNIA BUILDING CODE AND STANDARDS PERTAINING 7HERE OF AND TO 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 THE PLANS AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE. 13. UPON COMPLE77ON OF GRADING AND BEFORE 77-IE START OF CONSTRUCTION, A FINAL SOILS REPORT SHALL BE PREPARED BY THE SOIL ENGINEER. 14. THE SOIL ENGINEER SHALL REVIEW ALL EXCAVA77ONS PRIOR TO BACKFILLING AND SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING THE GRADING OPERA 77ONS 77-IA T MIGHT AFFECT FOUNDA 71ON STABILITY SO RECOMMENDA 77ONS CAN BE MADE BY THE SOIL ENGINEER. 15. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2. 1. 16. ALL SLOPES GREATER THAN THREE (3) FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. IMPORTED FILL MATERIAL SHALL BE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORT (NOTE 1) AND SHOULD CONSIST OF ESSENTIALLY GRANULAR, SILTY SANDS WITH LOW EXPANSION POTEN77AL 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, TRASH, BROKEN CONCRETE VEGETATION, 07HER BIODEGRADABLE SUBSTANCES, AND UNSUITABLE SOIL FROM AREAS TO BE GRADED. UNSUITABLE SOIL IS SOIL THAT, IN THE OPINION OF THE BUILDING OFFICIAL, SOIL ENGINEER, OR CIVIL ENGINEER, IS NOT COMPETENT TO SUPPORT OTHER SOIL OR STRUCTURES, OR TO SA77SFACTORILY PERFORM ANY 07HER FUNC77ONS FOR WHICH THE SOIL IS INTENDED. 18. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90 %) PERCENT MAXIMUM DENSITY AS DETERMINED BY APPROVAL ME7HOD PER APPENDIX J OF THE CURRENT CALIFORNIA BUILDING CODE AND CER77FIED BY TESTS AND REPORT FROM SOILS ENGINEER. 79. ENGINEERED FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS BROUGHT TO NEAR THE OP77MUM MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WITH EFFECTIVE COMPAC77ON AND SOIL STABILITY, AND COMPACTED TO 90% OF THE MAXIMUM DENSITY PER ASTM D1557 -78, UNLESS SPECIFIED OTHERWISE. COMPACTION SHALL BE CER77FIED BY TESTS AND REPORT FROM THE SOILS ENGINEER. 20. FACES OF ALL CUT AND FILL SLOPES SHALL BE PLANTED K17H A GROUND COVER INDIGENOUS TO THE AREA AND MAINTAINED AGAINST EROSION. 21. EAR7HWORK OUANT777ES ARE BASED ON THE FREE FLOATING CONCRETE SLAB IN GRADE PER 7HE SOILS REPORT (NOTE 1). QUAN7177ES FOR EARTHWORK CUT 25,904 CY FILL* (INCLUDES OVER -EX.) 14,891 CY *FILL QUANTITIES ARE UN- COMPACTED EXPORT TO BE USED IN OTHER PHASES QUANTITIES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT 7HE ENGINEER SO THAT ADJUSTMENTS MAY BE MADE. THE CONTRACTOR SHALL NOT USE 7HESE QUANT777ES TO BASE HIS 810 ON 22. BUILDING PAD PREPARA77ON - REFER TO SOILS REPORT (NOTE 1). 23. PAVEMENT PREPARA 77ON - REFER TO SOILS REPORT (NOTF 1). 24. AN OSHA PERMIT IS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR EXCA VA 77ON FIVE (5) FEET OR DEEPER. 25. SUFFICIENT ACCESS TO THE EXIS77NG AND ABANDONED WELLS SHALL BE MAINTAINED IN ORDER FOR THE DIVISION OF GAS, OILS AND GE07HERMAL RESOURCES (DIVISION) TO INVESTIGATE THE COND177ON OF THE WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDONMENTS ARE REQUIRED, 7HE DIVISION SHALL FURNISH THE NECESSARY SPECIFICATIONS TO THE PROPERTY OWNER. 26. AT 7HE IN177AL CONSTRUCTION MEE77NG PRIOR TO GRADING ACTIW77ES, ALL CONSTRUC77ON WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER. 27 THE CONTRACTOR SHALL COMPLY WITH THE GUIDE FOR ASSESSING AND M177GA71NG AIR QUALITY IMPACTS (GAMAQI), JANUARY 10, 2002 REVISION, GUIDANCE DOCUMENT WHICH LISTS 7HE FOLLOWING MEASURES AS APPROVED AND RECOMMENDED FOR CONSTRUCTION ACTIO77ES 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 EXTENDED PERIODS OF TIME. C. USE ELECTRIC EQUIPMENT FOR CONSTRUC7ION WHENEVER POSSIBLE IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. D. CURTAIL USE OF HIGH- EMITTING CONSTRUC7ION EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS SUCH AS "SPARE -7HE -AIR" DAYS AS DECLARED BY THE SJVAPCD. E. ENCOURAGE CONSTRUCTION EMPLOYEES TO CARPOOL OR USE SHUTTLE TO RETAIL ESTABLISHMENTS AT LUNCH. 28. PRIOR TO SITE GRADING, SUBDIVIDER SHALL HAVE A PRECONSTRUCT70N SURVEY CONDUCTED TO SEARCH FOR NA77VE KIT FOX DENS SURVEY SHALL BE SUBMITTED TO THE PLANNING DIRECTOR FOR REVIEW PRIOR TO GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL N077FICA77ON REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS. 29. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER 1S SUBJECT TO THE MIGRATORY BIRD TREATY ACT. INCLUDING THE SWANSON HAWK DURING THE RAPTOR NES77NG SEASON (FEBRUARY THROUGH SEPTEMBER). IF CONSTRUCTION IS TO OCCUR DURING RAPTOR NES77NGI BREEDING SEASON (FEBRUARY THROUGH SEPTEMBER) NO CONSTRUCTION AC770TY SHALL TAKE PLACE WI7H/N 500 FEET OF A AC77VE NEST. TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE REMOVED ONLY DURING NON- BREEDING SEASON (OCTOBER THROUGH JANUARY) 30. THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PR07ECTED SPECIES WHICH ARE NOT ADDRESSED IN THE MBHCP, INCLUDING THOSE PROTECTED UNDER THE FEDERAL MIGRATORY BIRD TREATY ACT, SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR TO CONSTRUCTION. THE FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPARTMENT OF FISH & GAME (CDFG) SHOULD BE N077FIED OF PREVIOUSLY UNREPORTED PROTECTED SPECIES. ANY UNANTICIPATED TAKE OF PR07ECTED WILDLIFE SHALL BE REPORTED IMMEDIATELY TO 774E CDFG AND USFWS. 31. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCA VA 77ON AND GRADING AC77W TIES ON -SITE 774E CONTRACTOR SHALL STOP ALL WORK AND THE DEVELOPER SHALL RETAIN A QUALIFIED ARCHEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FINDING AND APPROPRIATE COURSE OF ACTION. SALVAGE OPERA77ON REQUIREMENTS IN APPENDIX K OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT GUIDELINES SHALL BE FOLLOWED AND 774E TREATMENT OF DISCOVERED NA 77 V AMERICAN REMAINS SHALL COMPLY WI7H STATE CODES REGULA 77ONS OF THE AMERICAN HERITAGE COMMISSION. 32. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY 77ME ON ANY PORTION OF THE PROJECT, WORK SHALL HALT AND THE CORONER BE NOTIFIED IMMEDIA TEL Y (SECTION 7050.5 OF THE HEALTH AND SAFETY CODE). IN THE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED ARCHAEOLOGIST AND THE LOCAL NATIVE AMERICAN COMMUNITY SHALL ALSO BE N077FIED. 33. THE CONTRACTOR SHALL COMPLY M7H SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) REGULATION VW, DUST CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING GRADING AND CONSTRUCTION PHASES THE M177GA 71ON MEASURES TO BE TAKEN ARE AS FOLLOWS.• A. WATER EXPOSED SURFACES (SOIL) THREE- TIMES /DAY. B. WATER ALL HAUL ROADS AT A MINIMUM OF THREE 77MES PER DAY. C. REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER HOUR. D. STABILIZE ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES USING WATER OR BY COVERING WITH A TRAP, OTHER SUITABLE COVER OR VEGETA 77VE GROUND COVER. E. CONTROL FUG177VE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING, EXCA VA 77ON, LEVELING, GRADING OR CUT & FILL OPERA 77ONS W77H APPL1CA77ON OF WATER OR BY PRESOAKING. F. WHEN TRANSPORTING MATERIALS OFFSITE MAINTAIN A FREEBOARD LIMIT OF AT LEAST SIX INCHES AND COVER OR EFFEC77VELY WET TO LIMIT VISIBLE DUST EMISSIONS. G. LIMIT AND REMOVE THE ACCUMULA77ON OF MUD AND /OR DIRT FROM ADJACENT PUBLIC ROADWAYS AT THE END OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHES 1S PROHIB17ED EXCEPT WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WET7ING TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN). H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING THE ADD17701V OR REMOVAL OF MATERIALS USING WATER. I. REMOVE TRACKOUT WHEN IT EXTENDS 50 OR MORE FEET FROM THE SITE A T THE END OF EACH WORKDA Y. J. CEASE GRADING ACTIW77ES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE -HOUR PERIOD). K. ASPHALT-CONCRETE PAVING SHALL COMPLY WITH THE SJVAPCD RULE 4641 AND RESTRICT USE OF OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PAVING MATERIALS. 34. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH APPENDIX J OF THE CALIFORNIA BUILDING CODE. 35. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF 7HE NA77ONAL POLLUTANT DISCHARGE ELIMINA77ON SYSTEM (NPOES), A NOTICE OF INTENT" (N01) TO COMPLY WITH 774E TERMS OF 7HE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION AC77WTY (WO ORDER NO. 92- 08 -DWQ) MUST BE FILED M7H STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION AC77WTY. COMPLIANCE K17H THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLU77ON PLAN (SWPPP) BE PREPARED, CON77N000SL Y CARRIED OUT, AND AL WA YS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUC71ON HOURS. 36. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 37 ALL ONSITE UNPAVED ROADS AND OFFSI7E UNPAVED ACCESS ROADS SHALL BE EFFEC77VELY STABILIZED OF DUST EMISSIONS USING WATER OR CHEMICAL STABILIZER /SUPPRESANT. 38. SURFACE DRAINAGE TO BE ONE (1 %) PERCENT MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. 39. WASH OFF CONSTRUC7ION AND HAUL TRUCKS TO MINIMIZE THE REMOVAL OF MUD AND DIRT FROM THE PROJECT SITE. 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 S17E AT ALL TIMES FOR THE DURA77ON OF CONTRACTOR'S OCCUPANCY OF THE SITE CONTRACTOR 1S REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 41. STORM WATER POLLUTION PREVEN7101V CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SM PP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON S 17E, AT ALL TIMES. FOR THE DURA77ON OF CONTRACTOR'S OCCUPANCY OF 774E SITE, CONTRACTOR IS REQUIRED TO COMPLY M7H THE 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. N W PARKWAY SLOPE W SIDEWALK > i CURB & GUTTER'NOTE: TO BE FINE GRADED BY BUILDING STREET CENTERLINE CONTRACTOR AT THE _ TIME OF HOUSE CONSTRUCTION. DUPLEX ROUGH LOT GRADING ROUGH LOT GRADING NO SCALE NO SCALE Z X W REAR SLOPE N`� a 0.5X MIN I 0.5X MIN REAR SWALE 0 10A REAR SLOPE ry? I~ Z ozz N w �- < ZOO b a. 00 7: 0 0 �t: �o z 0 a- z Q W V ? m 5 !K 1�-< W XZm m U- Ld a co cc. m O w Q omWaa N o W V I U Q �Wa tV W y ZA En w 0 ti i2 a > o .n o L J Ov HINGE Q c /) - - FRONT SLOPE N W z V1 - PARKWAY SLOPE (A in SIDEWALK > i CURS do cuTTE NOTE: TO BE FINE GRADED BY BUILDING STREET CENTERLINE CONTRACTOR AT THE _ TIME OF HOUSE CONSTRUCTION. ROUGH LOT GRADING NO SCALE NO SCALE Z X W REAR SLOPE N`� a 0.5X MIN I 0.5X MIN REAR SWALE 0 10A REAR SLOPE ry? I~ FRONT SLOPE PARKWAY SLOPE w Of SIDEWALK > i CURB do GU NOTE: SWALES TO BE STREET CENTERLINE GRADED BY BUILDING _ CONTRACTOR AT THE TIME OF HOUSE CONSTRUCTION. FINISHED LOT GRADING NO SCALE rn M rn Q O Z 00 U w Z Ow I Q J w U 00 W CO O li cfl O N v N Of w Y a m M M W C Z I D N 7) N 0 z 0 0 w Y J 3 m m o W U ij U Z ozz �- ZOO a. 7: 0 0 t% z zoo z Q 5 !K 1�-< W XZm m U- 5 IA co cc. A 0 Q omWaa N o 2 Q J OJ U tV W cc N N 0 ti v � Wa o W m L J ~ W Q CA Q c /) < � W z V1 - V) in 2 W 0 k N cu), N O M� W N VI O v < 0 HINGE FRONT SLOPE PARKWAY SLOPE w Of SIDEWALK > i CURB do GU NOTE: SWALES TO BE STREET CENTERLINE GRADED BY BUILDING _ CONTRACTOR AT THE TIME OF HOUSE CONSTRUCTION. FINISHED LOT GRADING NO SCALE rn M rn Q O Z 00 U w Z Ow I Q J w U 00 W CO O li cfl O N v N Of w Y a m M M W C Z I D N 7) N 0 z 0 0 w Y J 3 m m o W U ij U a 0 r m a 0 Z i� �- J a. 0 t% Z Q f a 0 r m a 0 W I w N W 0 - "?d`ae� % i e Z Q J a. 0 Z Q f co cc. co 2 Q tV W cc N N 0 ti v o W m U Q c /) � Q in � o M� W � V♦ < 0 W I w N W 0 - "?d`ae� % i e EXISTING 7 J 7 J 1 I 1 I 1 1 1 1 i I 11 I 1 11 t 1 I 1 1 1 1 , 1 1 1 1 1 1 1 1 I 1 1 it 1 1 1 I I 1 1 1 II � I II I 1 II T\\ \ � I\ 1 � / 1 1 EX VENT PIPES TO BE REMOVED I FINISHED PAD R/W 30• 20' 1 10' 1 _ 20 12" OVER EX 0.2' �2' TYP. I *2% 0.5'J ROUGH GRADE 0 . 5'1 LINE 0.5' BELOW FL ELEVATION N- C/L 30' 20' 1 10' I *2 2% 2 I CONSTRUCT 0.20' A.C. PAVING OVER 0.66' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY 60' RIGHT -OF -WAY qL LOCAL STREET SECTION N.T.S. NORTH SCALE: 1 "= 50' 0 25 50 100 EXISTING KERN DELTA WATER DISTRICT EQUIPMENT TO REMAIN %O�SDESIGN ELEVATION PL 2' I P NATURAL GROUND R/W 20' i FINISHED ' 12" OVER 6" TYPE "B" CURB & EX GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS g PL J J Q FINISHED PAD ELEVATION NATURAL GROUND FINISHED PAD ELEVATION C TYPICAL GRADING t� NOT TO SCALE LEGEND so PROPOSED STORM DRAIN MAIN x 355.1 ASBUILT /AS- GRADED PAD ELEV. FL FLOWLINE ELEVATION FG FINISHED GROUND ELEVATION HP HIGH POINT ELEVATION GB GRADE BREAK ELEVATION EG EXISTING GROUND ELEVATION NG NATURAL GROUND ELEVATION RD ROAD EDGE ELEVATION TOP TOP OF CANAL ELEVATION TOE TOE OF CANAL ELEVATION INV INVERT OF PIPE ELEVATION 0.20% FLOWLINE GRADE LIMITS OF PAD PREPARATION ® PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN CATCH BASIN EXISTING PADS TO BE PROOF ROLLED. (COMPACTED PER KRAZAN FINAL SOILS REPORT PROJ. NO. 026 -07279 DATED 12- 18 -07) UTILITY POLE FIRE HYDRANT vw WATER VALVE INDICATES SLOPE 0 12" BUBBLER - FENCE �G �SEX ELEVATIONS EXISTING CONDITIONS ARE SCREENED CONTOUR MINOR 352.0 CONTOUR MAJOR — — — — — PHASE BOUNDARY - - PROPOSED RIGHT -OF -WAY - - _ PROPOSED WALL PL SEE J 5 JIIa 13.4' � FINISHED ELEVATION D O J ti / /\�� p TYPICAL GRADING / \ \j�� 4. NOT TO SCALE SUMP BOTTOM / \\ `/ R/W J SEE 5 Q I I POMERADO 13.2 10' WAY III �Q-1- SUMP BOTTOM AL GR AD I N G 4. NOT TO SCALE _ 0 N z 10 w w Vz z w Z r w V Q rn o Lo M r� P� r7 Ld O O Z 00 N U O O 0 Z L� I g a Q J J Q Ld Ld U � 3 0 ^ Y �wcfl o LL- 04 3 o cn L ' m Ld m o Y � Y a w m p U b � Q _> U tO U 1� on w a 0 W W co so U. 0 Z a J Z 00 0 co Lu � 2 H 0 = Z Y N LV N W m V a � cn � Q JM o m U 0 Q W W co so U. 0 I z U R/W 30' C I L 30' R/W 20' 10' 20' 20' 10' 20' FINISHED i FINISHED _PAD L2' TYP. PAD MIN �12" OVER -: OVER EX 0 2, 6 TYPE B CURB & EX GUTTER W/ 4.5' WIDE ROUGH GRADE CONSTRUCT 0.20' A.C. PAVING OVER SIDEWALK 0.5' 0.66' CRUSHED AGGREGATE BASE LINE 0.5' BELOW OVER 1.00' NAT. GRID. FL ELEVATION COMPACTED TO 95% MAX. DENSITY COMPACT UNDER CURB, GUTTER AND SIDEWALK 60' RIGHT -OF -WAY (TYP.) 6" MIN. TO 90% MAX. DENSITY. _A"� TYPICAL_ _LOCAL STREET SECTION 5 N.T.S. *SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS PL SEE LANDSCAPING PLANS FOR DETAILS 6 BLOCK WALL R/W (BY SEPARATE PLAN) C/L 3' 45' ANDSCAPE TRACT 7222- PHASES 7 -8 * SEE C.O.B. STD. DWG. ST -11 EASEMENTI IMPROVEMENTS FOR SLOPE PARAMETERS FINISHED PAD 11 34' ¢2q M/N LIMITS OF \AX I PAVING L-1 i i -I 29. 2' TYP. MIN- FL J2' EX PAVEMENT COMPACT 6" MIN ROUGH GRADE LINE 0.5' BELOW FL ELEVATION 6" TYPE "B" CURB & GUTTER TO 90% MAX DENSITY W 5.5' WIDE SIDEWALK UNDER SIDEWALK, CONSTRUCT 0.30' A.C. PAVING OVER / CURB & GUTTER, TYP 0.90' CRUSHED AGGREGATE BASE OVER 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY 90' RIGHT -OF -WAY BERKSHIRE ROAD TYP HALF SECTION NO SCALE C Y U3 O a 0 1m-_I 5. = -ofOf x CD 0 ca 00 0 d'.,x J � 0 a0 0 .I L0 LL_ O NOTE: FOR REFERENCE ONLY. NOT FOR PERMITTING. saw L DETAIL NOT TO SCALE DE w U Z w LL 0 Z Z o¢ Iw x 0 0 -N- NORTH SCALE: 1 "= 50' 0 25 50 100 FINISH PA ELEVATIC r r r r 3 M O O ,r I I I �a PL 2' �I o, Z, DI 0 m NATURAL GROUND FINISHED PAD ELEVATION D TYPICAL GRADING cj NOT TO SCALE PL w U Z w l.� X FINISHED PAD NATURAL ELEVATION % l.lm E TYPICAL GRADING cj NOT TO SCALE FINISHED PAD ELEVATION FILL IN EX CANAL TO 90% IN ACCORDANCE WITH THE SOILS REPORT r �w wZ QJ I NISHED PAD G TYPICAL GRADING rj NOT TO SCALE LEGEND DESIGN ELEVATION ,10, x 355.1 ASBUILT /AS- GRADED PAD ELEV. FL FLOWLINE ELEVATION FG FINISHED GROUND ELEVATION HP HIGH POINT ELEVATION GB GRADE BREAK ELEVATION EG EXISTING GROUND ELEVATION NG NATURAL GROUND ELEVATION RD ROAD EDGE ELEVATION TOP TOP OF CANAL ELEVATION TOE TOE OF CANAL ELEVATION INV INVERT OF PIPE ELEVATION 0.207- FLOWLINE GRADE LIMITS OF PAD PREPARATION ® PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN CATCH BASIN EXISTING PADS TO BE PROOF ROLLED. (COMPACTED PER KRAZAN FINAL SOILS REPORT PROD. NO. 026 -07279 DATED 12- 18 -07) EXISTING GROUND PL w U Z w LL. 2' I�NATURAL GROUND F GRADING AT CANAL FILL -IN rj NOT TO SCALE r w w Z a 01-i Q!I FINISH PAD FINISHED PAD H TYPICAL GRADING j NOT TO SCALE - SD PROPOSED STORM DRAIN MAIN COL.) UTILITY POLE FIRE HYDRANT wv WATER VALVE INDICATES SLOPE C 12" BUBBLER FENCE �xCS'EX ELEVATIONS EXISTING CONDITIONS ARE SCREENED CONTOUR MINOR --- 352.0 CONTOUR MAJOR PHASE BOUNDARY - - PROPOSED RIGHT -OF -WAY - - - PROPOSED WALL