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HomeMy WebLinkAbout1.7-6642 Asbuilts As Graded Grading PlansGRADING NO 7E7S 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING THERETO (CHAPTER 33 C.B.C., 1997) AND SHALL BE SUPER M!SED AS ENGINEERED GRADING IN ACCORDANCE WTH CITY OF BAKERSFIELD ORDINANCES. 2 THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPER14SORY CONTROL DURING GRADING AND COIVS IRRUC 71ON TO INSURE COMPLIANCE WTH THE PLANS; SPECIFICA 71ONS AND CODE Wf THIN HIS PUR HEW J. THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFF70AL SHALL BE NOTIFIED 48 HOURS PRIOR 70 PLACING ANY MATERIAL. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR J06 SITE' CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THA T THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS`y- AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE O* NER, ARCHITECT, AND TIME ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNEC77ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT; EXCEP 77NG FOR LIABILITY Y ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCH1 TECT, OR THE ENGINEER. 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES %17H UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY TIME LOCA 71ON AND DEPTH OF ALL UNDERGROUND FACILITIES, INCLUDING 7ELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES. 7HE ENGNEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICA TED ON THE PLAN OR FOR INFORMA 7701V OBTAINED FROM OUTSIDE SOURCES. (USA 1- 800 - 227 -2600) 6. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO f OR- 0.10 FOOT. IF AN AREA SHOULD BE FOUND TO BE MORE MAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF GRADING, THE CON TRAC TOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE OW9"VEl?. 7. THE GRADING CONTRACTOR SHALL WA TER AS REQUIRED DURING TlYE GRADING OPERA 7701VS TO PREVENT THE OCCURRENCE OF A DUST NUISANCE AND SHALL PRa 7ECT CURBS AND OTHER OBJECTS WF,ilCH ARE TO REMAIN. 8. EXCA VA 7700V - EXCA VA 7701V SHALL CONSIST OF ALL EXCA VA 7701 INVOLVED IN GRADING THE PROJECT AS SHOWN ON TIME PLANS, EXCEPT ANY EXCA VA 77ON SEPARA TEL Y DESIONA TED AND PAID FOR AS A SEPARA 7E' ITEM. 9. EMBANKMENTS - EMBANKMENT CONSTRUCTION SHALL CONSIST OF CONSTRUCTING LOT EMBANKMENTS, INCLUDING THE PREPARA 71O N OF AREAS FOR 10-11CH THEY ARE TO BE PLACED, THE CONSTRUCTION OF DIKES ITHIN OR OUTSIDE 7HE CONST RUC770N AREA, THE PLACING AND COUPAC77NG OF APPROVED MATERIAL WITHIN THE CONSTI?UC7701V AREA 16HERE UNSUITABLE MATERIAL HAS BEEN' REMOVED, AND THE PLACING AND COUPAC77NG OF EMBANKMENT MA 7ERIAL IN HOLES, FOR THE CONSTRUCTION EMBANKMENTS, PREPARING SUB -GRADE AT THE GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE, DOING 'NECESSARY PLOWING OR BENCHING, IA►MPOR77NG OR BORROW, PLACING AND COUPAC77NG MATERIAL TO THE LINE AND GRADES SH014N OWN 7HE PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER CUBIC YARD FOR EXCA VA 710N, AND NO ADD177ONAL COMPENSA 77ON WILL BE ALLOWED FOR SUCH WORK. 1O. THE WgRK EMBRACED HEREIN SHALL BE IN ACCORDANCE NMTH THE STANDARD SPEGYFICA 77ONS OF THE STATE OF CALIFORNIA DEPARTMENT OF 7RANSPOR TA 77ON DATED JULY 1992, INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH 7HE NOTES HEREON. IN CASE OF CONFLICT WITH TIME STANDARD SPECIFICA 77ON5 AND ANY NO7ES HEREON, THE NOTE'S HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLIC71NG PORROIVS, SAID SPECIFICA 77ONS SHALL APPLY BUT NOT BE LIMITED TO THE FOLLOWING: A, j ALL CONCRETE SHALL BE CLASS "B" AS IN ACCORDANCE Wl77.1 SECTION 90 AND SHALL HAVE AT LEAST 25 ©O PSf CoupREssl w SMENGTH A T 28 DA YS. B) ASPHAL 77C CONCRETE SHALL BE TYPE "B'; MEDIUM GRADED, 112 0 MAk7MU14 AGGREGA 7E, AND IN77MA TEL Y MIXED w1 TH 5- 7X ASPHAL T: If. IN THE EVENT CONSTRUCTION STAKING BASED ON MdNTOSH do ASSOCIA 7EV PLANS, DRAWINGS, OR OTHER DOCUMENTS IS PERFORMED BY ANOTHER FIRM, MCINTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM TIME USE OF SAID PLANS, DRAWINGS: OR OTHER DOCUMENTS.. 12. MCINTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED, IN H R17INGO BY MCINTOSH & ASSOCIATES. 13. ALL GRADING SHALL CONFORM TO THE RECOMMENDA 77ONS CONTAINED IN, AND MADE A PART HEREOF TIME PRELIMINARY SOILS REPORT PREPARED BY SOILS ENGINEERING, INC., FILE NO. 06-11758 DA TED AUGUST 23, 2006 THERETO. IN CASE OF A CONFLICT BET I1EEN THE PLANS AND SPECIFIEA 7701VS, THE MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE. 4. 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 7701VS PRIOR TO BACKFILLING AND SHALL BE Na 77FIED OF ANY ITEM ENCOUNTERED DURING THE GRADING OPERA TIONS THA T MIGHT AFFECT FOUINDA 7701V STABILITY SO RECOMMENDA 77ONS CAN BE MADE BY THE SOIL ENGINEER. 16. CUT AND FILL SLOPES SHALL NOT BE S ]DEEPER THAN 2-1. 17. ALL SLOPES GREA TER THAN THREE FEET IN VER 77CAL Haw T SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. 18. IMPORTED FILL MATERIAL SHOULD CONSIST OF ESSEN 77ALL Y GRANULAR, SILTY SANDS WITH LOW EXPANSION POTENTIAL AND FREE OF GRASSES, WEEDS, ROCKS LARGER THAN SIX INCHES IN DIAMETER, DEBRM AND SOLUBLE SULFATES IN EXCESS OF 1000 PARTS PER MILLION. IMPOR TED 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 T7ONS. IMPORTED SOILS SHOULD ALSO MEET THE FOLLOWING CRITERIA. A) MAXIMUM X PASSING POO SIEVE .......................... . ... 50 B) MAXIMUM LIQUID LIMIT ...................... ..............►..s....... ... 40 C) MAXIMUM PLASTICITY INDEX ........... .............................14 D) MINIMUM R- VALUE ... r ...................... .............................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, VEGET4770N, OTHER 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 C1 WL ENGINEER, IS NOT COMPETENT TO SUPPORT OTHER SOIL OR STRUCTURES, OR TO SA 77SFACTORIL Y PERFORM ANY OTHER FUNCTIONS FOR WlYICH THE SOIL IS INTENDED. BAptc-fiAMR&W TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF PIONEER DRIVE AND MONICA STREET. ELEVATION - 519.73' (PER K.C.S. FIELD BK. 920, PG. 29) (ADD 1.06 TO ALL ELEVATIONS TO ADJUST TO CITY DATUM) BASIS OF 8"RINiGco THE BEARING OF N894754"W SHOWN FOR THE NaV?TN LINE' OF THE NORTHWEST � OF SECTION 30 AS SHOWN ON RECORD OF SURVEY RECORDED IN BOOK 15 OF RECORD OF SURVEYS AT PAGE 192 FILED JUNE 2$ 1990 IN THE OF77CE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARING HEREON. 20. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS) SHALL BE SCARIFIED 40. DUST CM 12 INCHES, BROUGHT TO NEAR OPTIMUM MOISTURE, AND UNIFORMLY CON AC TOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN COIViPAC7L�D TO AT LEAST 90X OF THE MAXIMUM DENSITY PER ASTM (DCP) FOR THIS PROJECT FROM THE DEVELOPER AND SHALL KEEP A COPY ON SITE' AT ALL TIMES. FOR THE DURA 71ON D1557 -METHOO A, UNLESS OTHERWISE NOTED. OF CONTRACTOR'S OCCUPANCY OF THE SITE CONTRACTOR IS REQUIRED WITH TO COMPLY wTH THE PROVISIONS OF SAID PLAN. 21. FILL MA T ERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX (6) INCHES IN COMPACTED THICKNESS AND COMPACTED, AT OP77MUM 41. TO W. W&ZER POLLUTION PREVE'NWN MOISTURE CONTENT 70 A AMINIMUM OF NINETY (gov PERCENT CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER P MAXIMUM DENSITY AS DETERMINED BY ASTM D1557 AS RECOMMENDED OLLUTION PREVEN77OI1t PLAN (SOPPP) IN THE SOILS RETORT: COWtPACT1aN SHALL BE CERTIFIED BY TESTS FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR AND REPORT FROM THE SOILS ENGINEER. THE DURA T7O9N OF CONTi?ACTOR�S OCCUPANCY OF THE SIX. COINTRACTOR IS REQUIRED TO COMPLY WTH THE PRO VfSfO9NS OF SAID PLAN. 22. QUAN7177ES FOR EARTHWIDRK EXCA VA 7101V AND OVER EXCA VA 77ON - 115013 CU. YD. 42. LANDSCAPE AREAS ARE TO BE GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE EMBANKMENT - vv433 G-U. YD, SIDEWALK FOR THOSE AREAS OVER 2Z QUAN7771ES ARE FOR GRADING PERMIT ONLY THE ENGINEER MAKES NO WARRANTY OF THE AN77C1PA TED SHRINKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE, THE CONTRACTOR SHALL CONTACT 7HE ENGINEER SO THAT ADJUS71 WEN TS MAY BE MADE. THE CONTRACTOR SHALL NOT USE THESE QUAN T7 T TES TO BASE HIS BID ON. 23- BUILDING PAD PREPARA 7700V - 6ROUND SURFACES IN THE PROPOSED BUILDING AREA SHOULD BE COUFACTED IN ACCORDANCE W TH THE LEGAL DESCRIP 770N: FOLLOWNG PROG`EDORES: BEING A SUBDIVISION OF A PORTION OF THE EAST 1/2 OF THE 1. EXCA VA TE EARTH MA IERIALS TO MINIMUM DEPTH OF TW (2) NORTH ST 1/4 OF SECTION 30, T.29S., R.29E., M.D.M. CITY OF FEET BELOW THE LOWEST EXISTING GRADE IN THE PROPOSED BUILDING BAKERSFIEL.D, COUNTY OF KERN, STATE OF CALIFORNIA 26.59 PAD AREAS. ACRES WITHIN TRACT CONTAINING 96 BUILDABLE, 1 2. THE BOTTOU OF THE EXCA VA 77ON SHALL BE REVIEMED BY THE NON-- BUILDABLE LOTS AND 2 LANDSCAPE LOTS SOUL ENGINEER OR HIS REPRESE"NTA TINE PlflCW TO ANY BACKf7LL OPERA 770 NS THE 7 ° 79EL VE (12) INCHES OF MA 7ERIALS EXPOSED A T THE BOTTOM OF THE EXCA VA 770N SHALL BE SCARIFIED AND COMPACTED TO A MINIMUM OF 90 PERCENT OF ASTM D -1552 I MOISTEN EXCA VA TED AND IMP OR&ED SOILS 7O NEAR THE OP77MUM MOISTURE OR TO A MOISTURE cojv7ENT CONSISTEsNT wTH EFFECTIVE' COMPACTION AND SOIL STABILITY. COMPACT MOISTENED SOILS 70 A MINIMUM OF 9t7 PERCENT OF THE MAXIMi1M DENSITY OBBTAINED BY ASTM TEST METHOD D1557, METHOD A. 4. KWK 70 LINES A T LEAST FIVE FEET BEYOND THE OUTSIDE EDGES OF EXTERIOR FOOTINGS AND TNT FEET BEYrOND PA IcmENT EDGES EXCEPT WfERE EXCA VA T1ON MA Y UNDERMINE OR DAMAGE ADJACENT STRUCnlfirS OR U7XITIES. 24. PA VEMENT PREPARA 77ON - GROUND SURFACES SHOULD BE SCARIFIED TWEL ME INCHES BELOW TlYE GRADING PLANE IN CUT AREAS OR Tt+1+EL ME INCHES BELOW EXISTING GRADE IN AREAS TO REICEI VE FILL. COMPAC7701V IN PROPOSED PAVEMENT AREAS SHOULD BE A MINIMUM OF 90% OF THE MAXIMUM DENSITY AS OBTAINED BY AS7l iM TEST METHOD D 1557, METHOD A, AND SHOULD EXTEND TO A MINIMUM DISTANCE OF TWO FEET BEYOND THE Oil TSIDE EDGES OF PA VEMEiN7S 25. AN OSHA PERMIT IS REQUIRED W FEN I NKERS MUST ENTER 7IRENCHES OR EXCA VA 1 iON F7 VLF (5) FEET OR DEEPER. 26. SUFFICIENT ACCESS TO THE EXISTING AND ABANDONED WELLS SHALL BE MAINTAINED IN ORDER FOR THE DIVISION OF GAS, OILS AND GEOTHERMAL RESOURCES (01W.901V) TO INVESnGA TES THE CONDITION OF THE WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDONMENTS ARE REQUIRED, 774E DIVISION SHALL FURNISH THE NECESSARY SPECIFICA TONS TO THE PROPERTY OWNER. 27. A T THE INI nAL CONSTRUCTION MEETING PRIOR TO GRADING AC71 W nES; ALL CONSTRUCTION NORKERS MUST BE INFORMED AS TO THE SYMP70MS OF VALLEY FEVER. 2& THE CONTRACTOR SHALL COMPLY WTH THE GUIDE FOR ASSESSING AND MI7IGA TING AIR QUALITY IMPACTS (GAMA01), JANUARY 10, 2002 REWS101 , GUIDANCE DOCUMENT I0-11CH LISTS THE FOLLOWING MEASURES AS APPROVED AND RECOMMENDED FOR C0lVS7RUCnON AC77WnES WTHIN THE SAN JOAQUIN VALLEY AS FOLLOWS: A. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS. B. SHUT DOWI4 EQUIPMENT KHEN NOT IN USE FOR EXTENDED PERIODS OF TIME. C. USE ELECTRIC EQUIPMENT FOR CONST RUC T ION W%IEINEVER POSSIBLE IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. D. CURTAIL USE OF HIGH - EMITTING COINST RUCnON EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRA 77ONS SUCH AS 'SPARE- THE -AIR" DAYS AS DECLARED BY THE SJVAPCD. E- ENCOURAGE CONS7IR' CnON EMPLOYEES TO CARPOOL OR USE SHUTTLE TO RETAIL ESTABLISHMENTS AT LUNCH. 29. PRIOR TO 97E GRADING, SUBDI 14DER SHALL HAVE A PRECONSTRUC 7701 SURVEY CONDUCTED TO SEARCH FOR NA T7VE KIT FOX DENS. SURVEY SHALL BE SUBMITTED TO THE PLANNING DIRECTOR FOR REVIEW PRIOR TO GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL NO n 7CA TION REQUIREMENTS TO AGENCIES PRIOR 70 GRADING LAND CONTAINING DENS: 30. PRIOR THE APPROVAL OF A GRADING PLAN, SUBDI WDER IS SUBJECT TO 7HE MIGRA TORY BIRD TREATY ACT. INCLUDING TIME SWANSON HAW DURING THE RAPTOR NES77NG SEASON (FE7BRUARy THROUGH SEPTEMBER). IF CONS7RUC1101N IS TO OCCUR DURING RAPTOR NESTING /BREEDING SEASON (FEBRUARY THROUGH SEPTEMBER) NO CONSTRUCnON ACTT W TY SHALL TAKE PLACE 107HIN 500 FEET OF A ACTIVE NEST: 7RREES TO BE .REMOVED THAT CONTAIN NESTS SHALL BE REMOVED ONLY DURING !NON- BREEDING SEASON (OCTOBER THROUGH JANUARY) 31. THE PRESENCE OF ANY PREVIOUSLY UNIDEN70ED PROTECTED SPECIES WNCH ARE NOT ADDRESSED IN THE MBHCP, INCLUDING THOSE PROTECTED UNDER THE FEDERAL MIGRA TORY BIRD TREA TY ACT, SHOULD BE A VOItDED AND EVALUA TED BY A QUALI TED BIOLOGIST PRIOR TO CO NSTRUC770N. THE FISH & WILDLIFE SERVICE (USFIVS) AND CALIFORNIA DEPARTMENT OF n5H & GAME (CDFG) SHOULD BE N077nED OF PREVIOUSLY UNREPORTED PROTECTED SPECIES ANY UNAN nCIPA TED TAKE OF PRO 7L`C 7ED WILDLIFE SHALL BE REPORTED /MMEDIA T EEL Y TO THE CDFG AND USA 32. IF ARCHEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCO FRED DURING EXCA VA T70jN AND GRADING ACTIVITIES ON -SITE, THE CON7RAC7 R SHALL STOP ALL WORK AND THE DEVELOPER SHALL RETAIN A QUALIFIED ARCHEOLOGIST 70 EVALUATE THE SIGNIFICANCE OF THE FINDING AND APPROPRIA 7E COURSE OF ACTION, SALVAGE OPERA 7T0N REQUIREMENTS IN APPENDIX K OF 7HE CALIFORNIA ENVIRONMENTAL QUALITY ACT GUIDELINES SHALL BE FOLLOWED AND THE 7REA TMEIN T OF DISCOVERED NA 77 VE AMERICAN REMAINS SHALL COUPL Y WTH STA X CODES REGULA TONS OF THE AMERICAN HERITAGE COMMISSION. 33. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TIME ON ANY PORTION OF THE PROJECT; WORK SHALL HALT AND 7HE CORONER BE NOTIFIED !MMEDIA TEL Y (SECTION 70511.5 OF THE HEALTH AND SAFETY CODE). IN THE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFED ARCHAEOLOGIST AND THE LOCAL NA TIME AMERICAN COMMUNITY SHALL ALSO BE NO11FfED. 34. THE CONTRACTOR SHALL COMPLY WTH SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) REGULA TION W11, DUST CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFICALL Y DURING GRADING AND CONS7R4UC770N PHASES. THE M177GA 7701 MEASURES TO BE TAKEN ARE AS FOLLOWS: A. WA 7ER EXPOSED SURFACES (SOIL) THREE- 71MESIDA Y. B. WA TER ALL HAUL ROADS AT A MINIMUM OF THREE TIMES PER DAY. C. REDUCE SPEED ON UNPAVED ROADS TO LESS 7HAN 15 MILES PER HOUR. D. STABILIZE ALL DISTURBED AREAS, INCLUDING STORAGE PILES; WlICH ARE NOT BEING ACTIVELY UTILIZED FOR CONSINUCTIaN PURPOSES USING WATER OR BY COVERING WTH A TRAP, OTHER SUITABLE COVER OR VEGETA 71VE GROUND COVER. E. CON 7ROL FUG/ 77 ME DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING, EXCA VA noiV, LEVELING, GRADING, OR CUT & FILL OPERA n0lVS KITH APPLICATION OF WATER OR BY PRESOAKING. F- WfEiN 7TMANSPOR77NG MATERIALS O+FFSI7E, MAINTAIN A FREEBOARD LIMIT OF AT LEAST SIX INCHES AND COVER OR EFFECnVEL Y NET TO LIMIT VISIBLE DUST EMISSIONS G. LIMIT AND REMOVE THE ACCUMULA nOVN OF MUD ANDIOR DIRT FROM ADJACENT PUBLIC ROADWAYS AT TIME END OF EACH 10ORKDAY (USE OF DRY ROTARY BRUSHES IS PROY1877ED EXCEPT IWEN PRECEDED OR ACCOMPANIED BY SUFFICIENT NET77NG TO LIMIT VISIBLE DUST EMISSIONS AND USE OF BLOIWRS IS EXPRESSLY FORBIDDEN). H. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING THE ADDI nON OR REMOVAL OF MATERIALS USINNG WATER. 1. REMOVE TRACKOUT wYEN IT EXTENDS 50 OR MORE FEET FROM THE SITE A T THE END OF EACH WORKDA Y. J. CEASE GRADING AC7lW TIES DURING PERIODS OF HIGH *INDS (GREA7ER THAN 20 MPH OVER A ONE -HOUR PERIOD). K. ASPHALT-CONCRETE PA 14NG SHALL COMPLY 107H TIME SJVAPCD RULE 4641 AND RES 7RIC T USE OF OF CU78ACK, SLOW-CURE AND EMULSIFIED ASPHAL T PA VING MA TL'RIALS 35. SURFACE DRAINAGE TO BE ONE (1%) PERCENT MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OV 1�7CIAL. 36. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CHAPTER 33 OF THE C.B.C. 37. NO W WK SHALL BE PERFORMED INSIDE CURRENT CAL TRANS RIGHT OF WA Y ON 77L AN ENCROAHMENT PERMIT IS OBTAINED. 3B IF THE PROXCT IS SUBJECT TO THE PROVISIONS OF THE NA n0NAL POLLUTANT DISCHARGE ELIMINA 7TON SYS7EM (NPDES), A '"NOTICE OF INTENT" (NOI) TO COMPLY WITH TIME TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WTH CONS 7RUC77OIN AC77W TY (NO ORDER NO. 92- 08 -DKV) MUST BE FILED INTH STA 7E' WA 7ER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION AC77WTY. COMPLIANCE WTH 77-IE GENERAL PERMIT REQUIRES THAT A STORM WA TER POLLU T ION PLAN (SOPPP) BE PREPARED, CfaN 7lNU0USL Y CARR/E1a OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECT ION DURING NORMAL C0NS7RUC nON HOURS. 39. AN OPEN STREET PERMIT SHALL BE 08 TAINED 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; SECURE TY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE *WK PERFORMED WITHIN TIME RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. TRAFFIC INDEX TABLE ROAD 17 SR -184 g COLLEGE AVENUE 6 MONICA STREET g LOCAL STREETS 14.5 PROJECT AREA: 26.59 ACRES HOP AREA: 26.26 ACRES TOTAL: 96 LOTS NOTE: 1. WALLS ARE SHOYW FOR CONCEPT ONLY. REFER TO WALL PLANS FOR ACTUAL OEggV. ALL RETAINING watt TO BE APatovm PER SEPARATE PERMIT. ABBREVIAIDONS EP EDGE OF PAVEMENT FG FINISH GRADE TC TOP OF CONCRETE OE OAR- EXCAVATION FL FLOWLINE TW TOR OF WALL CL CENTERLINE FC FINISH CONCRETE ELEV ELEVATION GS GRADE BREAK ME MATCH EXISTING GRADE F' FLASH PAVEMENT. HP HIGH POINT EXISTING GROUND CONTOLR --- PROPOSED GROUND CONTOUR FF.344.60 PROPOSED PAD ELEV. PROPOSED GUTTER FLOMlIE ELEV. PROPOSED LANDSCAPE ELEV. PROPOSED FINISHED GRADE tI.31 DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE AND GUTTER EMn C IRB AND GUTTER FUTURE aft {XI SIDEWALK - - - --- - ----- CM TERLINE OF STREET - _---- - -_--- PROPERTY LIVE / RIGHT -OF -WAY - - - - - -- - - - - - - - -- PAD COMPACTION LIMITS STORM DRAIN rff 'A' CATCH BASIN WIN 15' WOE OPENING UNLESS OTHERVISE NOTED 0 STORM DRAIN MANHOLE ji-11 AarPor VICINITY MAP NO SCALE UNMERSIT1r AVENUE PROPERTY LINE W I gig DO ' IK w:i 1% MIN 1% MIN AU+i STREET o C.4 , t ! i Ile FREEWAY 178 HOiLMD 1 ' PROPOSED NO , ,� 2.5 4 i2.5'' C4 f z 0 PROJECT V1 W ! ! ! S/ oc J �J i ; 1 PROPOSED a COU.ECE AVEr wi z - W W luj z COUEM AVOW X2.5'' (l! 3e ' W r ' z LL. r 'W O iL HOUSE o o 0 W i ! � o tllRj i i Ld a m tai CL w. 1 ' za ! `` z i :3 z_ i � W tw z (n z ` J I� i a- PIaMEER WOE LINE IC O m; 0 ji-11 AarPor VICINITY MAP NO SCALE CURB & GUTTER TYPICAL LOT_ SWALE GRADING (ALTERNATE LOT GRADING FOR LOTS W /LARGE GRADE DIFFERENTIAL BETWEEN LOTS) NO SCALE PROPERTY LINE PROPERTY LINE W I DO ' w:i 1% MIN 1% MIN o C.4 , t ! i Ile 1% MIN 1 ' PROPOSED , ,� 2.5 i2.5'' C4 f z 0 ! '• V1 W ! ! ! � oc J �J i ; 1 PROPOSED a m wi z - W W luj z �lot X2.5'' (l! 3e ' W r ' z LL. r 'W O iL HOUSE o o 0 W i ! � °-# ! tllRj i i Ld a m tai CL w. 1 ' za ! I•- C) z i :3 z_ i � W tw z (n z ` J I� i a- PROPERTY LINE IC O m; 0 0 i Q. W CL i LLJ io- o 1 a � 1 1 � Co 1 � 1 W PROPERTY LINE N N COM NN A ON S11)0 61_1< CURB & GUTTER TYPICAL LOT_ SWALE GRADING (ALTERNATE LOT GRADING FOR LOTS W /LARGE GRADE DIFFERENTIAL BETWEEN LOTS) NO SCALE CURB & GU 11 TYPICAL LOT SWALE GRADING6 (FOR LOTS WITH SMALL GRADE DIFFERENTIAL BETWEEN LOTS) NO SCALE 7 / / U� co a rh M 1- 01 Q o Z � i -I Q w w �. Ld (o N o:: w c FA l0-lij qt 0 a 1 .- r [.7 1 0 Z I } m m $ o .9 *4�_ b i 0 m I PROPERTY LINE W I DO v w 1% MIN 1% MIN o C.4 , t ! i Ile ' PROPOSED , ,� 2.5 i2.5'' ! HOUSE z 0 ! '• V1 W ! ! ! � oc J �J i V a m wi z - W W luj z �lot z (l! 3e „Q J 00 m' _ t W r ' Z LL. r 'W O iL ' oW o 0 W i a- 0 °-# ! Ld a m tai CL 5 imQ , za ! i 1 ISINI! a- PROPERTY LINE C-4# M W lCOMhINAiION SIDE ALK CURB & GU 11 TYPICAL LOT SWALE GRADING6 (FOR LOTS WITH SMALL GRADE DIFFERENTIAL BETWEEN LOTS) NO SCALE 7 / / U� co a rh M 1- 01 Q o Z � i -I Q w w �. Ld (o N o:: w c FA l0-lij qt 0 a 1 .- r [.7 1 0 Z I } m m $ o .9 *4�_ b i 0 m I W I DO v w Ile oc °. 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PAD COMPACTION LIMITS R/W 20 , 10 i I 1 i 8' FINISHED PAD 1 15 �fN i jrk r 2 .0% ROUGH GRADE LINE PROPOSED 4.5' COMBINATION SIDEWALK PROPOSED CURB & GUTTI 2' rk 20' ! I� W ge IJ 5 10 ! I 2' 2' ! 2:1 MAX If WALL 2 2- 1S NOT USED ROUGH GRADE LINE AT _ _ FINISHED PAD 0.2' BELOW FLOVAJNE ELEVATION ff--?--OPTIONAL RETAINING WALL P 6' BUILDER FENCE OPTIONAL 1.0' MIN. - r RETAINING WAIL 2' 11.0' MAX. P FINKED PAD VARIES VA IES 8.90' MIN. cv ,� \C,30 5 / 14.0' MAX. ,\.2:1 SLOPE IF WALL IS USED R/W 20' PAD COMPACTION tT 1 LIMITS t 5' 6' BUILDER FENCE SECTION F a FRONT TO SIDE LOT ROUGH GRADING HORIZONTAL SCALE: t' = 20' wRncu scue: r = io' 6' BUILDER FENCE -- o" P/L 0 2% MIN R/W R RETAINING WALL VARIES 4:1 MAX R 2� 20' t2.0' 10' 20' 20' 10' 20' VARIES - 70' MIN. 1 1.0" MIN. 40 9' MAX. 14.0' MAX. PAD ELEVATION PROPOSED 4.5' COMBINATION SIDEWALK PAD ELEVATION PROPOSED CURB do GUTTER PAD COMPACTION LIMITS SEC11ON c SECTION t M 4 4 HORIZONTAL SCALE: 1" = 20' 1 � VERTICAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 10' cc P B Ck I RII NOT ESO cn I LANDSCAPE LOT 3' i 11 � ' REFER TO WALL PLANS FOR ACTUAL DESIGN. _ ALL RETAINING WALLS TO BE APPROVED PER SEPARATE PERMIT. 6, BLOCK 6 J -j4' 2. NO WORK SHALL BE PERFORMED IN KERN I CANYON ROAD (SR -184) RIGHT -OF -WAY 2.at lox 1.0' I 3' MAX. UNTIL AN ENCROACHMENT PERMIT IS OBTAINED. 8' ! 5 , REPLACED 0 0.45' OR EXISTING THICKNESS 1 WHICHEVER IS GREATER. PROPOSED CURB & GuT1ER ,? 1 I � FINISHED PItO ROUGH GRADE LINE I FINISHED PAD COLLEGE AVENUE ROUGH GRADING t 2' 2' 1 VER CAL SCALE: 1' = 10' I O's, �4w,4aN .O�c �,�,� 2.oz 2.0x 2.0x �. ©� ---- U ROUGH MADE LINE a� "OUGH PROPOSED 4.5' COMBINATION SIDEWALK GRADE LINE AT PROPOSED CURB & GUTTER C>>L 0.2' BELOW FLONJNE ELEVATION yam SEC11ON 4 FRONT TO FRONT LOT ROUGH GRADING HORIZONTAL ZONTAL SCALE: In = 20' VERTICAL SCALE: 1" = 10' PA � ----s' BUILDER FENCE OPTIONAL 2p RETAINING WALLS -4 FINISHED PAA VARIES VA IES �-'•� [---2 de" 13.6 MIN. `�� G �i• 18.1' MAX. 2:1 SLOPE If ` 5' WALL IS USED `�- - -- P 6' BLOCK WALL VARIES - 70' MIN. PAD COMPACTION LIMITS R/W 20 , 10 i I 1 i 8' FINISHED PAD 1 15 �fN i jrk r 2 .0% ROUGH GRADE LINE PROPOSED 4.5' COMBINATION SIDEWALK PROPOSED CURB & GUTTI 2' rk 20' ! I� W ge IJ 5 10 ! I 2' 2' ! 2:1 MAX If WALL 2 2- 1S NOT USED ROUGH GRADE LINE AT _ _ FINISHED PAD 0.2' BELOW FLOVAJNE ELEVATION ff--?--OPTIONAL RETAINING WALL P 6' BUILDER FENCE OPTIONAL 1.0' MIN. - r RETAINING WAIL 2' 11.0' MAX. P FINKED PAD VARIES VA IES 8.90' MIN. cv ,� \C,30 5 / 14.0' MAX. ,\.2:1 SLOPE IF WALL IS USED R/W 20' PAD COMPACTION tT 1 LIMITS t 5' 6' BUILDER FENCE SECTION F a FRONT TO SIDE LOT ROUGH GRADING HORIZONTAL SCALE: t' = 20' wRncu scue: r = io' 6' BUILDER FENCE -- o" P/L 0 2% MIN 6' BUILDER FENCE R RETAINING WALL VARIES 4:1 MAX , 2 EXISTING GROUND; 2� E�S11Np GROUND 2'p ... t2.0' , 0' MIN. 2 1 SLOE EXISTING GROUND i 8' MAX. ............ &OUGH GRADE LINE 1 1.0" MIN. 40 9' MAX. 14.0' MAX. PAD ELEVATION PROPOSED 4.5' COMBINATION SIDEWALK PAD ELEVATION PROPOSED CURB do GUTTER SECTION E 4 SEC11ON c SECTION t M 4 4 HORIZONTAL SCALE: 1" = 20' HORIZONTAL SCALE: In = 20' HORIZONTAL SCALE: 1" = 20" VERTICAL SCALE: 1' = 10' VERTICAL SCALE: 1" = 10' VERTICAL SCALE: 1" = 10' cc P B Ck I RII NOT ESO 1. WALLS ARE SHOWN FOR CONCEPT ONLY. LANDSCAPE LOT 3' i 11 � ' REFER TO WALL PLANS FOR ACTUAL DESIGN. _ ALL RETAINING WALLS TO BE APPROVED PER SEPARATE PERMIT. 6, BLOCK 6 -j4' 2. NO WORK SHALL BE PERFORMED IN KERN � 2p EwsnNC azour� 2� CANYON ROAD (SR -184) RIGHT -OF -WAY 2.at lox 1.0' I 3' MAX. UNTIL AN ENCROACHMENT PERMIT IS OBTAINED. 3. EXISTING PAVEMENT TO BE REMOVED AND 10' ROUGH GR LINE AT 2:1 SLOPE 20 �'' 0.4 BELOW FLOVYIJNE 0' MIN. REPLACED 0 0.45' OR EXISTING THICKNESS 15.8' '�`� ELEVATION M'�� WHICHEVER IS GREATER. PROPOSED CURB & GuT1ER ,? PROPOSED 5.5' COMBINATION SIDEWALK EXISTING GROUND FINISHED PItO ROUGH GRADE LINE SECTION tTm� 4 COLLEGE AVENUE ROUGH GRADING HaRIZONTAI SCALE: �w � L�, 2 VER CAL SCALE: 1' = 10' PI Ih LANDSCAPE LOT 3' WALL t 6' BLOCK 1 1 2' 2:1 SLOPE v PA 1 f ! I 1 FUTURE CURB & GUTTER I 2' ! 2. FUTURE MONICA STREET -- IMPROVEMENTS ._._ 1 VARIES 201 SLOPE EXISTING- +"GROLJNO ROUGH GRADE SECTION tN"4 4 HORIZONTAL SCALE: 1" = LV, 1LpI llfL cCM'r: 1" ° 10" P R/W PA rk 45 t LANDSCAPE LOT 3' 1 t VARIES t FUTURE BLOCK WALL t 2' I 6' BUILDER FENCE t ! XISIING GROUND 2:1 SLOPE 0' MIN. t 9' MAX. I PAD ELEVATION ! ' FUTURE MONICA STREET IMPROVEMENTS SECTION TURF CURB & GUTTER FU C 4 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' PA 6' BLOCK WALL EXISTING 20' EASEMENT TO BE QUITCLAIMED �2 I EXISTING (MOUND h � EXISTING 12" WATER I SHALL BE REMOVED I 1.0' MIN. 2:1 SLOPE 11.4' MAX. PAD ELEVATION SEC11ON /'O""'+ \,ft4 HORIZONTAL SCALE: tw = 20, VERTICAL SCALE: 1" = 10' P 6' BUILDER FENCE 2' PAD ELEVATION OPTIONAL RETAINING WALL. 20 2:1 SLOPE IF WALL , `� IS NOT USED 3.5 MIN. 2:1 SLOPE IF ` 23' MAX. WALL IS USED P VATION SECTION too'Q ��4 HORIZONTAL SCALE: In = 20' vEancaL SCALE: In _ 100 NDS #101 B" SPEE -D CATCH BASIN W/ NDS -- #9D ATRIUM GRATE, OR APPROVED EQUAL. 3" SMOOTH WILL PVC PIPE SLOPE @ 1% MIIUIMUM 0 6' BUILDER FENCE 1� 6' BLOCK WALL 2% MIN EXISTING GROUND 4:1 MAX 2' RETAINING WALL 4.5' COMBINATION SID PROPOSED CURB & GUTTER SECTION R 4 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 10' -20' IW IW IW 2' O 2:1 SLOPE ` n EXISTING GROUND 3' MAX. I f SECTION rS*A 4 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE; 1" = 10' 0.0" MIN 25.3' MAX. PA P 6' BLOCK WALL 4...-RETAINING WALL VARIES EXISTING GROUND SECTION T \%�4J HORIZONTAL SCALE: 1' = 20' VERTICAL .7M/1LL: I' = 10, P 6' BLOCK WALL RETAINING WALL VARIES 0' MIN 10' MAX. EXISTING GROUND i R/W i Z i PROPOSED RETAIN /NG WALL PER WALL PLANS � 3 I � I i c' m 29' PROPOSED D COMB /NATION SIDEWALK SECTION 40 SCALE: 1"=5' 4 SEC11ON \,4 HORIZONTAL SCALE: 1' = 20' VERTICAL IC/1L SCALE: l" _ 10' \-PROPOSED CURB & GU TIER R/W 6' BLOCK WALL�� 9 I q,# 6• 55• � a: 2' BENCH a. FINISHED P � o i Q t 12 SEE NOTE 3 g 211- 1 12.0X 2' 1, SAWCUT EXIS'�NG PAVEtr1ENT RETAINING WALL 2.071 1.5' VARIES (0' -4') 2�L MIN. i ROUGH GRADE LINE 4:1 MAX 100 PROPOSED 5.5' COMBINATION SIDEWALK ROUGH GRADE LINE AT P�� �� & GUTTER 0.4' SLOW fLOWLINE ELEVATION Iw� SECTION rw 4 KERN CANYON ROAD ROUGH GRADING HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: t" = 10' PAL R� I 9' , 4' 6' 45* cn in CD W � a I 6' BLOCK WALL ---Sr z� I 2' PROPOSED CURB N t 12' I SEE NOTE 3 2 dt GUTTER W I �� 1 1:5SAWCUT �'` pdS1NVG PAVEMENT 2.0lL I I � .. FINISHED PAD r gyp' "OUGH GRADE LINE CAIN 0 ROUGH GRADE LINE AT 0.4' BELOW FLOWLJNE PROPOSED 5.5' COMBINATION SIDEWALK ELEVATION SECTION rx*" \� 4 KERN CANYON ROAD ROUGH GRADING HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1' = 10' EbS11NG R/W R/W Ck 20' GRADE & p 45� t DRAINAGE � EASEMENT i W F I SEE NOTE 3 22' 2. X f 12 1' SAWCUT W ( PAVEMENT 2.07G ( 1.52.0li /-EXISTING _ E�asnnc c�touNO v� _ . I RWgi GRADE LINE AT ROUGH GRAM LINE 24' DRAIN � 0.4' BELOW FLOIMJNE ELEVATION PROPOSED 5.5' COMBINATION SIDEWALK pRpppSEp CURB & GUTTER SECTION ro"Y 4 KERN CANYON ROAD ROUGH GRADING HORIZONTAL SC7'U.G: 1" = ZV VERTICAL SCALE: 1' = 5' PA � aW R/W 6' BLOCK WALL --S- J 9* (4' 6' 45 � a 2' BENCH FINI F I SEE NOTE 3 P 2# i 21 W ==M- t 12 SAWCUT 1' SRWCUT -EXISTING PAVEMENT RETAINING WAIL � 2ox Zox 1.5' �_ _ _ ._ (VARIES 0' -3') 2% 'MIN ._ w- 4t MAX ' 24" LKtAIN--.� I ROUGH GRADE LINE 10 9 PROPOSED 5.5' COMBINATION SIDEWALK ROUGH (MADE LINE AT 0.4' BELOW fLOYMI.INE PROPOSED CURB do GUTTER ELEVATION SECTION rVm" \�4 KERN CANYON ROAD ROUGH GRADING � HORIZONTAL SCALE: 1' = 20' VERTICAL SCALE: t' = 10' .. VARIES VARIES VARIES i 0' TO t19' t21' TO t33' a t8' TO t12' I 4i F= y f 12 � f 12 N EXISTING GROUND i 1' SR�YCUT � ' W 1' SAWCUT h 2. 1.5� 207G � � _ ., _ � 20X I EXISTING GROUND 2:1 SLOPE A SEE NOTE 3 2:1 SLOPE ROUGH GRADE LINE J EXISTING PAVEMENT SECTION Z 4 KERN CANYON ROAD ROUGH GRADING HORIZONTAL SCALE: 1" = 20' VERTICAL scni.E: I• _ 10' o N. .�- 0 0 1 D U Q � z Z U. I � w O v.. 0 O ch ... -� W m � y- < G U rdl rn �i d CL a I] Z g a ui W cc CD Y < JIm co s ,? v 2 U a� O C>>L yam W -< adz Y C.7C7Z W CCmCm.7 U ix C-D M w °w _o L� 0-aQoc W W w W � � d a N � O a I] W I W 3: Z g ui cc CD < JIm co s 2 W I W 3: