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HomeMy WebLinkAbout1.7-6758 Ph 3 & 4GRADING NOTES: 29. PRIOR TO THE APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SUBJECT TO THE MIGRATORY BIRD 1. ALL GRADING SHALL CONFORM TO 774E CITY OF BAKERSFIELD ORDINANCES 7REATY ACT. INCLUDING THE SWANSON HAWK DURING THE RAPTOR NESTING SEASON (FEBRUARY AND STANDARDS PERTAINING THERETO CITY CALIFORNIA BUILDING CODE, 7HROUGH SEPTEMBER). IF CONSTRUCTION IS Tit OCCUR DURING RAPTOR NES77NGIBREEDING SEASON APPENDIX J) AND SHALL BE SUPERVISED AS ENGINEERED GRADING IN (FEBRUARY THROUGH SEPTEMBER) NO CONS7RUC77ON AC77VITY SHALL TAKE PLACE WITHIN 500 ACCORDANCE WITH CITY B BAKERSFIELD ORDINANCES. FEET OF A ACTIVE NEST. TREES TO BE REMOVED THAT CONTAIN NESTS SHALL BE REMOVED ONLY DURING NON-BREED/NG SEASON (OCTOBER THROUGH JANUARY) 2. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED 30 THE PRESENCE OF ANY PREVIOUSLY UNIDENTIFIED PROTECTED SPECIES WHICH ARE NOT ADDRESSED IN, AND MADE A PART HEREOF; THE PRELIMINARY SOILS REPORT IN THE MBHCP, INCLUDING THOSE PROTECTED UNDER THE FEDERAL MIGRATORY BIRD TREATY ACT, PREPARED BY SOILS ENGINEERING, INC., FILE NO. 04-10923 DATED SHOULD BE AVOIDED AND EVALUATED BY A QUALIFIED BIOLOGIST PRIOR TO CONSTRUCTION. THE OCTOBER 21, 2004, (UPDATED FEBRUARY 2005) AND ALL ADDENDUMS FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPAR7MENT OF FISH & GAME (CDFG) SHOULD THERETO. JN CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS, BE N077FIED OF PREVIOUSLY UNREPORTED PROTECTED SPECIES ANY UNAN7ICIPA7FD TAKE OF THE MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE. PROTECTED WILDLIFE SHALL BE REPORTED IMMEDIATELY TO THE CDFG AND USFWS 3 7HE DESIGN ENG/NEER SHALL EXERCISE SUFFICIENT SUPERVISORY 31. tF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCA VA77ON AND CONTROL DURING GRADING AND CONS7RUC7TON TO INSURE COMPLIANCE GRADING AC71VI77ES ON-SITE, THE CONTRACTOR SHALL STOP ALL WORK AND THE DEVELOPER SHALL WITH 7HE PLANS; SPEC/FICA71ONS AND CODE WITHIN HIS PURVIEW. RETAIN A QUALIFIED ARCHEOLOGIST TO EVALUATE 7HE SIGNIFICANCE OF THE FINDING AND APPROPRIATE 4. 7HE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL COURSE OF AC770N. SALVAGE OPERA71ON REQUIREMENTS IN APPENDIX K OF 7HE CALIFORN/A SHALL BE N077FIED 48 HOURS PRIOR TO PLACING ANY MATERIAL. ENVIRONMENTAL QUALITY ACT GUIDELINES SHALL BE FOLLOWED AND 7HE 7REA7MENT OF DISCOVERED NA 77VE AMERICAN REMAINS SHALL COMPLY WITH STATE CODES REGULA 77ONS OF 774E AMERICAN 5. 7HE GRADING CON7RACTOR SHALL CONTACT ALL COMPANIES WI7H HERITAGE COMMISSION. UNDERGROUND FACIL177ES PRIOR TO BEGINNING CONS7RUC77ON AND 32. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY 71ME ON ANY POR77ON OF INE PROSECT, VERIFY 7HE LOCA77ON AND DEPTH OF ALL UNDERGROUND FAC/CITIES; WORK SHALL HALT AND 774£ CORONER BE NO77FIED /MMED/ATELY (SECTION 7050.5 OF THE INCLUDING TELEPHONE, ELEC7RIC, WATER, SEWER, OIL AND GAS HEALTH AND SAFETY CODE). IN INE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A LINES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BUR/ED QUALIFIED ARCHAEOLOGIST AND THE LOCAL NA77VE AMERICAN COMMUNITY SHALL LINES NOT INDICATED ON 774E PLAN OR FOR INFORMA7701V OBTAINED ALSO BE N077FIED. FROM OUTSIDE SOURCES (USA 1-800-227-2600) 33. THE CONTYACT�OR SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR POLLUTION CON7ROL DISTR/CT SJVAPCD ( ) 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL REGULA7TON V1/I, DUST CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING GRADING AND AREAS TO t OR - 0.10 FOOT. lF AN AREA SHOULD BE FOUND TO BE CONSDTUC770NI PHASES 7HE M177GA77ON MEASURES TO BE TAKEN ARE AS FOLLOWS MORE 7HAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND A. WATER EXPOSED SURFACES (SOIL) THREE-71MES/bAY. ACCEPTANCE OF GRADING. 774E CONTRACTOR SHALL RETURN AND B. WA TER ALL HAUL ROADS A T A MIN/MUM OF 7HR£E 77M£S PER DAY. CORRECT THE GRADING AT NO COST TO THE OWNER. C. REDUCE SPEED ON UNPAVED ROADS TO LESS 7HAN 15 M/LES PER HOUR. D. STABILIZE ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACT1 VEL Y Z THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING 7HE UnLIZED FOR CONS7RUCT7ON PURPOSES USING WATER OR BY COVERING WITH A TRAP, 07HER GRADING OPERA7TONS TO PREVENT 7HE OCCURRENCE OF A DUST SU/TABLE COVER OR VEGETA77W GROUND COVER. E. CONTROL FUGI77VE DUST £MISSIONS DUR/NG LAND C LEAR/NG GRUBBING SCRAPING EXCA VA 17074 NUISANCE AND SHALL PROTECT CURBS AND OTHER OB.ECTS WHICH ARE LEVELING, GRADING, OR CUT & FILL OPERAITONS WITH APPLICA7TON OF WATER OR BY TO REMAIN. PRESOAKING. F. WHEN TRANSPORTING MATERIALS OFF I7F M S A/NTAIN A FREEBOARD LIMIT OF AT LEAST SIX _ I 8. EXCAVA 11074 EXCAVATION SHALL CONSIST OF ALL EXCAVA 1)ON INCHES AND COVER OR EFFEC77VELY WET TO LIMIT VISIBLE DUST EMISSIONS INVOLVED IN GRADING THE PROJECT AS SHOWN ON THE PLANS; EXCEPT G. LIMIT AND REMOVE THE ACCUMULA7701V OF MUD AND OR DIRT FROM ADJACENT PUBLIC ANY EXCAVATION SEPARATELY DESIGNATED AND PAID FOR ASA / SEPARATE ITEM. ROADWAYS AT 7HE END OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED OR ACCOMPAN/ED BY SUFI7CIENT WETTING TO LIMIT VISIBLE DUST EWtSS�IONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN . 9. EMBANKMENTS EMBANKMENT CONSTRUCTION SHALL CONSIST OF ) CONS7RUCT7NG LOT EMBANKMENTS, INCLUDING 774E PREPARA7701V OF H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING 774E ADD17ION OR REMOVAL OF AREAS FOR WHICH 7HEY ARE TO BE PLACED, 7HE CONS7RUC77ON OF MATERIALS USING WATER. DIKES WITHIN OR OUTSIDE 7HE CONS7RUC71ON AREA, 7H£ PLACING /. REMOVE 7RACKOUT WHEN !T EXTENDS 50 OR MORE FEET FROM 774E SITE A T THE END OF EACH AND COMPACTING OF APPROVED MATERIAL WITHIN 7HE CONSTRUCTION WORKDAY. AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND 7HE J. CEA GRADING AC77VI71ES DURING PERIODS OF HIGH WINDS (GREATER 7HAN 20 MPH OVER A ONE�HOUR PERIOD . . PLACING AND COMPACTING OF EMBANKMENT MATERIAL IN HOLES, FOR ) THE CONSTRUC77ON EMBANKMENTS, PREPARING SUB -GRADE AT 7HE K. ASPhIALT-CONCRETE PAVING SHALL COMPLY W77H THE SJVAPCD RULE 4641 AND RESTRICT USE GRADING PLANE, CONFORMING TO 774E GRADE TOLERANCE, DO/NG OF O CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PAVING MATERIALS: NECESSARY PLOWING OR BENCHING, IMPOR7ING OR BORROW, PLACING AND COMPAC77NG MATERIAL TO THE LINE AND GRADES SHOWN ON 7HE 34. SURFACE DRAINAGE TO B£ ONE (1.`l;) PERCENT MINIMUM, EXCEPT AS WAIVED BY THE PLANS AND AS DIRECTED BY 7HE ENGINEER SHALL BE CONSIDERED AS BUILDING OFFICIAL. INCLUDED IN 7HE CONTRACT PRICE PAID PER CUBIC YARD FOR 35. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH EXCAVATION, AND NO ADD177ONAL COMPENSA77ON WILL BE ALLOWED CHAPTER 33 7HE C.B.C. FOR SUCH WiOV?K. 36. NO WORK SH LL BE PERFORMED INSIDE CURRENT CA TRANS RIGHT -OF- L WAY UNTIL AN 10 TH£ WORK EMBRACED HERE/N SHALL BE IN ACCORDANCE WI7H 7HE ENCROACHM T PERMIT tS OBTAINED. 37. IF THE PROD CT IS UBJE T TO THE PROW E TA7F DF CALIFORNIA � S C SONS OF 174E NATIONAL POLLUTANT DISCHARGE STANDARD SPECIFICATIONS OF IH S DEPARTMENT M O INSOFAR S 174 ELIMINATION SYSTEM NPDES A NO77CE OF INTENT" NOl TO COMPLY W11H THE ]FRMS Of THE OF 7RANSPORTA770N, CURRENT ED111 N, A E SAME MAY ( ) ( ) APPLY IN ACCORDANCE WI7H 7HE N07ES HEREON. IN CASE OF GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONS7RUC71ON AC7714TY SWI4CS ORDER NO. 2009 0009 DW AS AMENDED BY ORDER 2010 0014 D AND CONFLICT W/174 774E STANDARD SPECIFICA770NS AND ANY N07ES ( - - Q W�? ORDER HEREON, 7HE N07ES HEREON SHALL TAKE PRECEDENCE OVER AND BE 2012 0006 DWQ) MUST BE FILED W97H STATE WATER RESOURCES CONTROL BOARD IN USED IN LIEU OF SUCH COIVFLIC77NG PORTIONS SAID BEFORE THE BEGINNING OF ANY CONS7RUC7ION AC77VITY. COMPLIANCE W77H 7HE GENERAL SPECIFICA77ONS SHALL APPLY BUT NOT BE LIMITED TO INE PERMIT REQUlR S THAT A STORM WATER POLLU77ON PREVEN71ON PLAN (SWPPP) BE PREPARED, FOLLOWING: CON7IN000SLY CARRIED OUT, AND ALWAYS BE AVAILABLE FDR PUBLIC DURING NORMAL CONSTRUCTION HOURS WASTE DISCHARGER IDEN77FICA7701V (WDID) NO. 5F15C366301 A) ALL CONCRETE SHALL BE CLASS "B" AS IN ACCORDANCE WITH HAS BEEN IS ED BY 7HE STATE WATER RESOURCES CON7ROL BOARD FOR 7HIS PROJECT. SEC77ON 90 AND SHALL HA VE A T LEAST 2500 PSI COMPRESSIVE 38. AN OPEN STREET PERM/T SHALL BE OBTAINED FROM 774E C/TY OF BAKERSFIELD PUBLIC S7RENGTH AT 28 DAYS. WORKS DEPARDWENT FOR ANY WORK PERFORMED (WHIN EXISTING ACCEPTED STREET B) ASPHALTIC CONCRETE SHALL BE TYPE "B MEDIUM GRADED, RIGHT OF WA UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN 1/2" MAXIMUM AGGREGATE, AND IN77MA7ELY MIXED WI7H 5-7X APPROVED ENGINEERS ES71MA7E FOR 7HE WQORK PERFORMED WITH/N 774E RIGHT OF WAY ASPHALT. AND /NSURANC�E AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 11. IN THE EVENT CONS7RUC770N STAKING BASED ON McINTOSH & ASSOCIA7ES' 39. PLANS; DRAWINGS, OR OTHER DOCUMENTS !S PERFORMED BY AN07HER CONTRACTOR HALL OBTAIN A COPY OF 774E DUST CONTROL PLAN (DCP) FOR 7HIS PROJECT F/RM, McINTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM 7HE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL 77MES. FOR THE DURATION FROM ALL LIABILITY ARISING FROM 774E USE OF SAID PLANS, OF CON7RACTORS OCCUPANCY OF 774E SITE, CON7RACTOR IS REQUIRED TO COMPLY WITH 7HE DRAWINGS, OR 07HER DOCUMENTS PROVISIONS Ofd SAID PLAN. 12. MclNTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR 40 UNAU7T•IORIZED CHANGES TO, OR USES OF, 7HESE PLANS. ALL CONTRACTOR ALL OBTAIN A COPY OF INE STORM WATER POLLU77ON PREVEN77ON PLAN (SWPPP) CHANGES TO THESE PLANS MUST BE APPROVED, !N WRI77NG, BY FOR 774/S PROTECT FROM 774E DEVELOPER, AND SHALL KEEP A COPY ON 97E AT ALL TIMES FOR McINTOSH & ASSOCIATES. 7HE DURAnOM OF CONTRACTOR'S OCCUPANCY OF THE SITE, CON7RACTOR IS REQUIRED TO COMPLY 13. UPON COMPLE770M OF GRAD/NG AND BEFORE 7HE START OF W/7H THE PROIIIVISIONS OF SAID PLAN. CONS7RUC770N, A FINAL SOILS REPORT SHALL BE PREPARED 41. INE LANDSCAf°E•D AREAS ARE TO BE DES/GNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE BY THE SOIL ENGINEER. DRAINAGE AC OSS 7HE SIDEWALK FOR 7HOSE AREAS OVER 2Z 14. 7HE SOIL ENGINEER SHALL REVIEW ALL EXCA VA77ONS PRIOR TO 42. ANY I7EMS !N PUBLIC RIGHT-OF-WAY 7HAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS HALL BE NOTIFIED OF ANY I7EM ENCOUNTERED BACKFILLING AND S REPAIRIN AND OR UPGRADIN AS PER CITY ENGINEER. SET BY PUBLI WORKS WILL REQUIRE G / G DURING 7HE GRADING OPERA71ONS 7HAT MIGHT AFFECT FOUNDA71ON STABILITY SO RECOMMENDA7701VS CAN BE MADE BY 7HE SOIL 43. COMPACTION ST NO1F - COMPAC110N 1FSTS SHALL BE THE RESPONSIBtLtTY OF THE DEVELOPER/ ENGINEER. SUBDIVIDER/CONTRACTOR. 774E NUMBER AND LOCA7701V OF REQUIRED TESTS SHALL BE DETERMINED E CITY ENGINEER. BY TH 15. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1. 44. 24 HOUR NOTICE.• PRIOR TD 174E START OF ANY PHASE OF CONSTRUC770N, THE CITY CONSIRUC110N 16. ALL SLOPES GREATER 7HAN 7HREE FEET IN VE'R71CAL HE7GHT SHALL INSPECTION SEC71ON SHALL BE GIVEN AT LEAST 24 HOUR N07TCE. ,THE SEC71ON MAY BE N071FIED BE PREPARED AND MAINTAINED TO PREVENT EROSION. AT (661) 3263049. I7. IMPORTED FILL MATERIAL: REFER TO SPECIFIC EARTHWORK RECOMMENDA77ON FOR IMPORTED FILL MATERIAL REQUIREMENTS ON SHEET 2 HEREIN. _ 18 CLEARING AND GRUBBING.• REFER 70 SPEC/FIC EAR7HWt2RK �� a��y"'�"- PACHEICO ROAD RECOMMENDA7TON FOR CLEARING AND GRUBBING REQUIREMENTS ON SHEET 2 HEREIN. 19 20 OS 22 23 FAIRVIE OR qW p 19. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS): REFER TO SPECIFIC a 24 19 EAR774WORK RECOMMENDA77ON FOR AREAS TO RECEIVE FILL REQUIREMENTS ON SHEET 2 HEREIN. 20. FILL MATERIAL: REFER 70 SPECIFIC EARTHWORK RECOMMENDA77ON FOR a � 30 a 29 28 0 27 0 0 26 F/LL MATERIALS LAYER/NG AND REQUIREMENTS ON SHEET 2 HEREIN. w w 0 0 25 30 21. QUAN7771ES FOR EARTHWORK McC TCHEN ROAD w HOSKING EXCA VA770N AND OVER EXCA VA77ON - 49, 045 CU. YD. EMBANKMENT - 30, 732 CU. YD. 3f Q 33 w 34 35 36 31 QUAN7171ES ARE FOR GRADING PERMIT ONLY. 7HE ENGINEER MAKES � TAF Q Huc pUMpIQND GREEL D NO WARRANTY OF THE AN7IC/PA7ED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT 7HE ENGINEER 4 SO THAT ADJUSTMENTS MAY BE MADE. 7HE CONTRACTOR SHALL NOTww,I 119 3 CA CENTER 1 6 USE 7HESE QUAN7171ES TO BASE HIS BID ON. 6 FE C CURNOW ww 2 22. BUILDING PAD PREPARATION: REFER TO SPECIFIC RECOMMENDATION L+ITC a 11 ON SHEET 2 HEREIN. �7" G 23. PAVEMENT AREAS.- REFER TO SPECIFIC RECOMMENDA7701V ON o 9 w SHEET 2 HEREIN. 8 74 �``� 10 F 11 12 7 24. AN OSHA PERMIT lS REQUIRED WHEN WORKERS MUST ENTER TRENCHES OR 0 j I N EXCA VA71ON nVE (5) FEET OR DEEPER �J 25. SUFFICIENT ACCESS TO 7HE EXISTING AND ABANDONED WELLS SHALL BE MAINTAINED s ' IN ORDER FOR THE D/VISION OF GAS, OILS AND GE07HERMAL RESOURCES (DIVISION) 17 16 15 14 13 18 r-_lr___l �T� TO INVES71GA7E THE CONDITION DEF 174E WELL HEADS AND CHECK FOR LEAKAGE. lF �� ANY REABANDONMENTS ARE REQUIRED, THE DIVISION SHALL FURNISH 7HE NECESSARY SPECIFICATIONS TO 7HE PROPERTY OWMER. LEGEN D ABBREVIATIONS EP EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE OVER -EXCAVATION KERN COUNTY CALIFORNIA FL CENTE LI FF FINISH FLOOR CL CENTERLINE fC FINISH CONCRETE ELEV ELEVATION GB GRADE BREAK R � � I N � � � N XfP EXIST. FlNSIHED PAD FG FINISH GRADE XFL EXIST. FLOWUNE EVC END VERTICAL CURVE T R A T 7 5 8 NIT 4 .® ASBUILT/AS-GRAD PAD ELEV. 6 U 3& S fP 100.00 PROPOSED PAD ELEV. W. D.I.D. N 4. 5 F 15 C 3 6 6 3 01 ,� PROPOSED GUTTER FLOWUNE ELEV. G.P. NQ. 14- 40000090 tV E>osr. roP OF CURB ELEv. �_.__� - - ` `° ` EXIST. GUTTER FLOWUNE ELEV. -- -- -- -- -- -- -- -- -- -- ._ __<__--- ;._.__r. ` - ' - ` ` ` - - - - - - - - - PROPOSED LANDSCAPE ELEV M c K E E R O A D - <d4 ��:�, Ma-� � ,�.�-. .� ,, ' - - --� 11 - _ _ �- _ - - -- 0.315 -- -,, - >. - - < , , �_< __:> - - . _ _ _ _ _ - - _ ._ __ _ _ __ ..:._ e__ .___ SLOPETIFOR ORNNAGE �- , r _.__ Y r. --r y_. r ...t r _ ,_ , - I , I 11 - -1 ?-' - Q>- �< _. s - - r' -- _ I. --+ _ - - ', t . __, _ _. , _ _. -._ .. _ .__ zt Q _, - _ �Q _._ .. _ _._. _ _i. _ a PROPOSED SURVEY MONUMENT ____ r LOT 1 , -- �- -- -- -- - - - ___ a , _ _ � , K.. _ _. _ _ _- .__ _ ..._ .__ _ „ I� L.L.A. 740. 08-0963 .:_ - p= 18" MAINE - QQ PROPOSED SURVEY MONUMENT PER CERT�ICATE d - - - - - -" - e . r _ A V E N U E ;,_r . , w; _._ _ _ _. _. OF COMPLIANCE FILED AS -' , -- --- �y l Y _, 1 - -- ao: _ - i I FI_OWUNE DOC. N0. 020900161 O.R. - rw w _ _- a __ •. r - rY . _ „ Z r- LL : - - -- r 1 r -_-__ _ .. --.--_ _....__ . 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I __A ,�, J�--- _ 22 EXPANDED` SUMP _ ___ _ . 34 J�, r , IJ �5, ' FROM 'TR 6I , � f t , TO SERV FlOTti' ' �� -------- %� 33 ., u ,, cn, �� " TR61 TS :6757 `& JSP / -- -- .. - , �,- ' �_ 1 - - __ ___-.� .� .__ -- __ -\--I-7---I--1--�7------7--�- 1 I I I t S T T~i--T-1-7--I-�-T-T�--T_1�T-r��-T-ITT-T-1�--T-rT-�- �\ I i i i I ,/ i l i i irRr\rr ��JO 6759 1 1 1 I (�k\jb I I/ I i i I I I I I I I I I I I I I I I/ �, �� 26. AT THE INITIAL CONS7RUC710N MEE77NG PRIOR TO GRADING AC77V1T7ES, ALL VI C I N I TY MAP 1yUMBER OF LOTS' - _, - - CONSTRUCAON WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER.-- _ N O SCALE UNIT 3 - 56 L015 �' `T 27. THE CONTRACTOR SHALL COMPLY WITH THE GUIDE FOR ASSESSING AND-- ' MI77GATlNG AIR QUALITY IMPACTS (GAMA01), JANUARY 10, 2002 REVISION, PROJECT AREA: - 28.54 ACRES UN/T 4 - 38 L01S GUIDANCE DOCUMENT WHICH LISTS 7HE FOLLOWING MEASURES AS APPROVED TOTAL - 94 L07S AND RECOMMENDED FOR CONS7RUC710N AC7TVI71ES WITHIN 774E SAN JOAQUIN BENCHMARK: VALLEY AS FOLLOWS SHEET INDEX.• A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY BENCHMARK DISK STAMPED 7 Q t t57 RESET 1969 AT OLD RIVER, AT INE TINCTION OF STATE HIGHWAY 119 AND OLD RIVER SHEET t COVER PAGE/GENERAL NOTES MANUFACTURER MANUALS. ROAD, IN 7HE TOP OF 7HE EAST END OF THE NOR7H CONCRETE HEAD WALL B. SHUT DOWN EQUIPMENT WHEN NOT !N USE FOR EXTENDED PERIODS OF OF TRIPLE CONCRETE BOX CULVERT B 11.44 OVER S77NE CANAL, 19 1/2 SHEET 2 GRADING PLAN 71ME. FEET NOR7H OF 774E CENTER LINE OF 774E HIGHWAY, 50 FEET WEST OF THE SHEET 3 GRADING PLAN C. USE ELECTRIC EQUIPMENT FOR CONSTRUCT70N WHENEVER POSSIBLE IN EXTENDED CEN7ER LINE OF OLD RIVER ROAD LEADING SOUTH, 64 FEET EAST LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. OF 7HE CENTER LINE OF OLD RIVER ROAD LEADING NORTH, AND ABOUT SHEET 4 CROSS SECTIONS AND DETAILS D. CURTAIL USE OF HIGH -EMITTING CONS7RUC7TON EQUIPMENT DURING LEVEL WI7H TH£ HIGHWAY. PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRA71ONS ELEVA7701V = 343.30 (U.S G.S DA7UM NAW 88) EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS SUCH AS "SPARE - 774E -AIR" DAYS AS DECLARED BY THE SJVAPCD. ASIS OF BEARINGS• TRAFFIC INDEX TABLE E. ENCOURAGE CONSTRUC710N EMPLOYEES TO CARPOOL OR USE SHUTTLE ROAD TI TO RETAIL ESTABLISHMENTS AT LUNCH. 7HE BEARING OF N. 89'04'33" W. SHOWN FOR 7HE SOUTH LINE OF 28. PRIOR TO SI7E GRADING SUBDIVIDER SHALL HA VE A PRECONSTRUC7FON SURVEY THE SOUTHWEST 1/4 OF SEC77ON 34, T.3O S, R.27 E. AS SHOWN ON LOCAL STREETS 4.5 CONDUCTED TO SEARCH FOR NATIVE KIT FOX DENS SURVEY SHALL BE SUBMITTED SURVEY INVES77GA7701V MAP NO. 7-1 BK. 6, PG. 27 WAS USED AS TO THE PLANNING DIRECTOR FOR REVIEW PRIOR TO GRADING. THE APPLICANT MAY 774E BASIS OF BEARINGS SHOWN HEREON. BE SUBJECT TO SPECIAL N071FICA77ON REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS. LEGAL DESCRIPTION: POR71ON OF THE SOUTH HALF OF 7HE SOUTHWEST QUARTER OF SEC77ON 34, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M.; IN 7HE CITY OF BAKERSFIELD, COUNTY OF KERN. AREA OF ONSITE DISTURBANCE KEY MAP /HCP„ FEE M A P SCALE: 1 = 200 NOTE.• HCP FEES HAVE BEEN PAID FOR ALL UNITS OF TRACT 6758. TOTAL ONSITE AND OFFSITE DISTURBED AREA FOR AREA OF OFFSITE DISTURBANCE TRACTS 6757 & 6758 = 67 ACRES PROPOSED HOUSE W O 0- �TO MAIN -----•-•-_ •-•-----•- J•�- `- - - - - - - - - - - - -_y - J 3" DRAIN GRATE PVC MITERED DRAIN SEE DETAIL "A" 1.095 MIN. SLOPE PIPE AT OUTLET -SEE DETAIL "B" I POSTIVE GRADE TO DRAINAGE EMITTER. r- 3" DRAIN GRATE 3' MIN. (TYP.)-I INLET WITH 3 DRAIN GRATE 3" SMOOTH WALL PVC PIPE W 2 O w �.. .,,.,,n. OUTLET -SEE DETAIL "B" PVC MITERED DRAIN OUTLET DETAIL "B" NO SCALE N OTE: ALL HOMES TO BE CONSTRUCTED WITH SUBSURFACE LOT DRAINAGE SYSTEM AS SHOWN. SYSTEM SHALL 3" DRAIN GRATE BE INSPECTED BY CITY OF BAKERSFIELD DETAIL "A" NO SCALE BUILDING DEPARTMENT. 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