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HomeMy WebLinkAbout1.7-6448 Unit 11 Asbuilts As Graded Grading PlanGRADING NOTES. 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING THERETO (2010 CALIFORNIA BUILDING CODE, APPENDIX J) AND SHALL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES. 2 THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPER14SORY CONTROL DURING GRADING AND C0NS7RUC770N TO INSURE COMPLIANCE W1'TH THE PLANS, SPECIFICA 770NS AND CODE WTHIN HIS PURWEW. 3. THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE NOTIFIED 24 HOURS PRIOR TO PLACING ANY MA7ERIAL. 44. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB S17E COND177ONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CON77NUOUSL Y AND NOT BE LIM1 TED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ARCHITECT, AND THE ENGINEER HARMLESS FROM ANY LIABILITY REAL OR ALLEGED, IN CONNEC7701V WITH THE PERFORMANCE OF WORK ON 77415 PROJECT EXCEP77NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWWER, ARCHITECT, OR THE ENGINEER. 5. 774E GRADING C010RACTOR SHALL CONTACT ALL COMPANIES WI TOY UNDERGROUND FACIL177ES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY 774E LOCA TIDN AND DEPTH OF ALL UNDERGROUND FACILITIES, INCLUDING 7FLEPHONE, ELEC77RIC, WA 7FR, SEWER, OIL AND GAS LINES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICA TED ON THE PLAN OR FOR INFORMA 77ON OBTAINED FROM OU T51DE SOURCES. (USA 1- 800 -227 -2600) 6. 7751E GRADING CONTRACTOR SHALL BE RESPONSIBLE 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 COMPACTNG AND ACCEPTANCE OF GRADING, 714E CONTRACTOR ' SHALL RETURN AND CORRECT 714E GRADING AT NO COST TO 7751E OWNER. 7. THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERA 77ONS TO PREVENT 774E OCCURRENCE OF A DUST NUISANCE AND SHALL PRO7E'CT CURBS AND OTHER OBJECTS WHICH ARE TO REMAIN. & EXCA VA 77ON - EXCA VA TIDN SHALL CONSIST OF ALL EXCA VA 77ON INVOLVED IN GRADING THE PROJECT AS SHOWN ON 77-IE PLANS, EXCEPT ANY EXCA VA 7701V SEPARA 7FL Y DESIGNA 7ED AND PAID FOR AS A SEPARA 7E 17EM. 9. EMBANKMENTS - EMBANKMENT CONST TUCT70N SHALL CONSIST OF CONS7RUC77NG LOT EMBANKMENTS, INCLUDING THE PREPARA 77ON OF AREAS FOR WHICH THEY ARE TO BE PLACED, 774E CONST RUC770N OF DIKES WI77 IIN OR OUT SIDE THE CONS77RUC77ON ' AREA, THE PLACING AND COMPACTING OF APPROVED MATERIAL WITHIN 774E CON577RUCTION AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVED, AND 774E PLACING AND COMPACTING OF EMBANKMENT MA 7FRIAL IN HOLES, FOR 774E CONSTRUCTION EMBANKMENTS, PREPARING SUB -GRADE AT 7HE GRADING PLANE, CONFORMING TO 774E GRADE TOLERANCE, DOING NECESSARY PLOWING OR BENCHING, IMPOR77NG OR BORROW, PLACING AND COMPACTING MATERIAL TO T7.4E LINE AND GRADES SHOWN ON THE PLANS AND AS DIRECTED BY TIME ENGINEER SHALL BE CONSIDERED AS INCLUDED IN THE CON7RACT PRICE PAID PER CUBIC YARD FOR EXCA VA 770N.. AND NO ADD17701VAL COMPENSA 77ON WILL BE ALLOWED FOR SUCH WORK. 10. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH 771E STANDARD SPECIRCA 770NS OF 774E STATE OF CALIFORNIA DEPART7ITENT OF 77RANSPORTA T70N DA 7ED MA Y 2010, INSOFAR AS THE SAME MA Y APPL Y IN ACCORDANCE W TH THE NOTES HEREON. IN CASE OF CONFLICT WITTY THE STANDARD SPECIFICATIONS AND ANY N0 7ES HEREON, THE N0 7ES HEREON SHALL TAKE. PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLICTING POR770NS. SAID SPECIFICA 77ONS SHALL APPLY BUT NOT BE LIMI7ED TO THE FOLLOWING: A) ALL CONCRETE SHALL BE CLASS "3 ", USING TYPE If CEMENT, AS IN ACCORDANCE WITH SECT ION 90 AND SHALL HAVE AT LEAST 2500 PSI COMPRESSIVE S7RENG7H AT 28 DAYS, UNLESS OTHERWISE SPECIFIED. B) ASPHAL 77C CONCRETE SHALL BE TYPE "B'; MEDIUM GRADED, 112" MAXIMUM AGGREGA 7E, AND IN77MA 7E'L Y MIXED W!'TH 5-7-Yo ASPHALT: NO R. A.P. (RECLAIMED ASPHALT PAVEMENT) WILL BE PERMI T7FD. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON McINTOSH & ASSOCIATE-S' PLANS, ORA WINGS; OR OTHER DOCUMENTS IS PERFORATED BY ANOTHER FIRM, McINTOSH & ASSOCIATES SHALL BE HELD HARMLESS AND RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS, OR 07HER DOCUMENTS. 12. McINTOSH & ASSOCIA TES SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPR0VE0, IN WRITING, BY McINTOSH & ASSOCIATES. 13. ALL GRADING SHALL CONFORM TO THE RECOMMENDA 77ONS CONTAINED IN AND MADE A PART HEREOF; THE PRELIMINARY SOILS REPORTS PREPARED BY SOILS ENGINEERING, INC., FILE NO. 04 -10998 DATED DECEMBER 8, 2004, AND ALL ADDENDUMS THERETO. IN CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS THE MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE. 14. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONS77RUC770N, A FINAL SOILS REPORT SHALL BE PREPARED BY 77E SOIL ENGINEER. 15. THE SOIL ENGINEER SHALL REVIEW ALL EXCA VA 77ONS PRIOR TO BACKFILLING AND SHALL BE N077FIED OF ANY ITEM ENCOUNTERED DURING THE GRADING OPERA TIONS THA T MIGHT AFFECT FOUNDA TION STABILITY SO RECOMMENDA 77ONS CAN BE MADE BY THE SOIL ENGINEER. 16. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1. 17 ALL SLOPES GREATER THAN THREE FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. 18. IMPORTED FILL MATERIAL SHOULD CONSIST OF ESSEN77ALL Y GRANULAR, SILTY SANDS WITH LOW EXPANSION PO TEN 71AL AND FREE OF GRASSES, WEEDS, ROCKS LARGER THAN SIX INCHES IN DIAMETER, DEBRIS, AND SOLUBLE SULFATES IN EXCESS OF 1000 PARTS PER MILLION. IMPORTED FILL SHOULD CONTAIN SUFFICIENT SIL T AND CLAY BINDER TO RENDER THEM STABLE IN F0077NG TRENCHES AND CAPABLE OF MAINTAINING SPECIFIED ELEVA 77ON TOLERANCES DURING PAVING OPERATIONS. IMPORTED SOILS SHOULD ALSO MEET THE FOLLOWING CRITERIA. A) MAXIMUM X PASSING jf200 SIEVE . .............................50 B) MAXIMUM LIQUID LIMIT ................... ............................... 40 C MAXIMUM PLASTICITY INDEX ........... .............................14 D) MINIMUM R- VALUE ........................ ............................... 50 E) MAXIMUM EXPANSION INDEX (PER 2010 CBC). ........... 20 PSF 19. CLEARING AND GRUBBING - REMOVE ALL DEBRIS, SUCH AS METAL, TRASH, BROKEN CONCRETE, VEGETA T70N, 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 CI WL ENGINEER, IS NOT COMPETENT TO SUPPORT OTHER SOIL OR STRUCTURES, OR TO SA 77SFACTORIL Y PERFORM ANY 077IER FUNCTIONS FOR WHICH 7HE SOIL IS INTENDED. 20. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS) ,SHALL BE SCARIFIED SIX INCHES, BROUGHT TO NEAR OPTIMUM MOISTURE, AND UNIFORMLY COMPACTED TO AT LEAST 909* OF THE MAXIMUM DENSITY PER AST W D1557-78, UNLESS 077-IERWTSE NOTED. 21. ENGINEERED FILL SHALL BE PLA CED IN LA YERS NO T EXCEEDING EI GH T INCHES IN UNCOMPACTED 77IICKNESS BROUGHT TO NEAR 7HE OPTIMUM MOISTURE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE W77-1 EFFEC77VE COMPAC77ON AND SOIL STABILITY, AND COMPACTED TO 90% OF THE MAXIMUM DENSITY PER ASTM D1557 -07, UNLESS SPECIFIED OTHERWSE. 22. QUAN7777ES FOR EARTHWORK EXCA VA TION AND OVER EXCA VA TION _ CU. YD. EMBANKMENT CU. YD. IMPORT - CU. YD. (PREVIOUSLY GRADED) 23. BUILDING PAD PREPARA 77ON - SUBSEQUENT TO STRIPPING, IN FILL AREAS, THE UPPER 12 INCHES OF MATERIAL BELOW THE EXISTING GRADE SHALL BE OVEREXCA VA TED. AREAS IN CUT SHALL BE OVEREXCA VA TED TO 12" BELOW THE FINISHED PAD GRADE. AFTER REVIEW BY THE SOILS ENGINEER THE TOP 12 INCHES OF THE MA TERIAL EXPOSED A T THE BOTTOM OF THE EXCA VA 77ON SHALL BE SCARIFIED, MOISTURE CON0177ONED, AND COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY PER AS774 D155Z BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN ACCORDANCE W7!TH ITEM 21 ABOVE. 24. PAVEMENT PREPARA 77ON - GROUND SURFACES SHOULD BE SCARIFIED TWELVE INCHES BELOW TIME GRADING PLANE IN CUT AREAS OR TWELVE INCHES BELOW EXISTING GRADE IN AREAS TO RECEIVE FILL. COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE A MINIMUM OF 90Z OF THE MAXIMUM DRY DENSITY AS OBTAINED BY ASTM D1557 -07, AND SHOULD EXTEND TO A MINIMUM DISTANCE OF TWO FEET BEYOND THE OUTSIDE EDGES OF PAVEMENTS. 25. AN OSHA PERMIT IS REQUIRED WHEN IVRKERS MUST ENTER TRENCHES OR EXCAVATION FIVE (5) FEET OR DEEPER. 26.SUMCIENT ACCESS TO THE EXISTING AND ABANDONED WELLS SHALL BE MAINTAINED IN ORDER FOR THE Dl VISION OF GAS, OILS AND GEOTHERMAL RESOURCES (DI VISION) TO INVES71GA TLS THE COND17ION OF THE *ELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDONMENTS ARE REQUIRED, THE DI VISION SHALL FURNISH THE NECESSARY SPECIFICA 7101VS TO THE PROPERTY OWNER. 27. A T THE INITIAL CONSTTUC710N MEE7ING PRIOR TO GRADING ACTT W TIES, ALL COJVSIRRUC71ON WORKERS MUST BE INFORMED AS TO THE SYMPTOMS OF VALLEY FEVER. 28. ALL CONS77RUC710N EQUIPMENT SHALL BE TUNED AND MAINTAINED IN ACCORDANCE W774 THE MANUFACTURE'S SPECIFICATIONS. THE WORK CREWS SHALL SHUT OFF C0NS77RUC770N EQUIPMENT WHEN NOT IN USE. 29. MONITORING DURING CONSTRUCTION AC77W 77ES IS NOT RECOMMENDED AT CA -KER -3963, CA- KER -3987, CA- KER -3988, CA- KER -3969. IF HOW+EVER, UNRECORDED CUL 77JRAL REMAINS ARE UNEARTHED DURING C0NS77RUC770N, KVRK SHALL HALT IN THE AREA UN77L A QUALIFIED ARCHAEOLOGIST CAN ASSESS THE FINDS. 30. IF ARCHAEOLOGICAL OR PALEONTOLOGICAL RESOURCES ARE DISCOVERED DURING EXCA VA RON AND GRADING AC77W TES ON 774E PROJECT SITE, THE CON77RACTOiR /DEVELOPER SHALL STOP ALL WORK AND SHALL RETAIN A QUALIFIED ARCHAEOLOGIST TO EVALUA 7E THE SIGNIFICANCE OF THE FIND AND APPROPRIA 7E COURSE OF AC770N. SALVAGE OPERA 77ON REQUIREMENTS IN APPENDIX K OF THE CALIFORNIA ENWRONMENTAL QUALITY ACT (CEQA) GUIDELINES SHALL BE FOLLOWED AND THE 77RE4 7MENT OF DISCOVERED NATIVE AMERICAN REMAINS SHALL COMPLY W TTY STA 7F CODE REGULATIONS OF 714E NA 71VE AMERICAN HERITAGE COMMISSION. 31. SHOULD HUMAN REMAINS BE DISCO VERED A T AN Y 77ME ON AN Y POR 7701V OF 7HE PROJEC T S17E, WORK SHALL HALT AND 774E KERN COUNTY CORONER SHALL BE N077FIED IMMEDIA TEL Y (SEC710N 7050.5 OF THE HEAL 774 AND SAFETY CODE). IN 7HE ABSENCE OF AN ARCHAEOLOGICAL MONITOR, A QUALIFIED ARCHAEOLOGIST AND 774E LOCAL NA 77VE AMERICAN COMMUNITY, SHALL BE N077nED. 32. PRIOR TO ISSUANCE OF BUILDING PERMITS, ALL OIL CONTAMINATED SOIL SHALL BE REMEDIA 7FD TO THE SA 77'SFAC77ON OF THE LOCAL UNIFIED PROGRAM AGENCY (THE OFFICE OF ENVIRONMENTAL SERVICES - BAKERSFIELD CITY FIRE DEPAR771TENT) IN CONJUNCTION WI TTY THE STA TLS REGIONAL WA 7ER QUALITY CON 77ROL BOARD AND /OR THE CALIFORNIA DEPART MEN T OF TOXIe SUBSTANCES CON77ROL. 33. PRIOR TO S17E GRADING, SUBDIVIDER SHALL HAVE A PRECONS77RUC7101V SURVEY CONDUC7ED TO SEARCH FOR NA 77VE KIT FOX DENS. SURVEY SHALL BE SUBMI T7FD TO THE PLANNING DIRECTOR FOR REVIEW PRIOR TO GRADING. 774E APPLICANT MA Y BE SUBJECT TO SPECIAL NOTIFICA 7701V REQUIREMENTS TO AGENCIES PRIOR TO GRADING LAND CONTAINING DENS. 34. PRIOR 774E APPROVAL OF A GRADING PLAN, SUBDIVIDER IS SU8 ,KCT TO THE MIGRA TORY BIRD 77REA TY ACT. INCLUDING THE SWANSON HAW DURING THE RAPTOR NES77NG SEASON (FEBRUARY 774ROUGH SEPTEMBER). IF CONSTRUCTION IS TO OCCUR DURING RAPTOR NES77NGIBREEDING SEASON (FEBRUARY THROUGH SEPTEMBER) NO C0NS7RUC770N ACTT W TY SHALL TAKE PLACE WI7HIN 500 FEET OF A AC77VE NEST. 7REES TO BE REMOVED THAT CONTAIN NESTS SHALL BE REMOVED ONLY DURING NON - BREEDING SEASON (OCTOBER THROUGH JANUARY) 35. 774E PRESENCE OF ANY PRE14OUSL Y UNIDDV 77FIED PR07EC7FD SPECIES WHICH ARE NOT ADDRESSED IN THE MBHCP, INCLUDING 77-IOSE PR07EC7ED UNDER TIME FEDERAL MIGRATORY BIRD 7IREA TY ACT, SHOULD BE AVOIDED AND EVALUA 7ED BY A QUALIFIED BIOLOGIST PRIOR TO CON577RUC710N. TIME FISH & WILDLIFE SERVICE (USFWS) AND CALIFORNIA DEPART WENT OF FISH & GAME (CDFG) SHOULD BE N077FIED OF PREVIOUSLY UNREPOR7FD PR07FC7ED SPECIES. ANY UNAN77CIPA 7FD TAKE OF PR07E•C7FD WILDLIFE SHALL BE REPOR7FD IMMEDIA TEL Y TO THE CDFG AND USFWS. 36. 774E CON7RACTOR SHALL COMPLY WI TTY SAN JOAQUIN VALLEY AIR POL.LU7101V C01V77ROL DISTRICT (SJVAPCD) REGUL.A 77ON VI11, DUST CON T ROL MEASURES TO ENSURE COMPLIANCE SPECIFICALLY DURING GRADING AND CON577RUC770N PHASES. 774E M177GA 770N MEASURES TO BE TAKEN ARE AS FOLLOWS: A. WA TER EXPOSED SURFACES (SOIL) THREE- 77MESIDA Y. B. WA 7FR ALL HAUL ROADS AT A MINIMUM OF THREE 77MES PER DA Y. C. REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER HOUR. D. STABILIZE ALL DIS 7URBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING AC77VEL Y U71LIZED FOR C0NS77RUC770N PURPOSES USING WA TFR OR BY COVERING WITH A 7RAP, OTHER SUITABLE COVER OR VEGETATIVE GROUND COVER. E. CON 7ROL FUGI 77 VE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING, EXCA VA 77ON, LEVELING, GRADING, OR CUT & FILL OPERA 770NS WITH APPLICA 77ON OF WA TER OR BY PRESOAKING. F. I+H4EN T RANSPOR 71NG MA 7ERIAL S OFFSI 7E, MAINTAIN A FREEBOARD LIMIT OF AT LEAST SIX INCHES AND COVER OR EFFEC77VEL Y WET TO LIMIT VISIBLE DUST EMISSIONS. G. LIMIT AND REMOVE 774E ACCUMULATION OF MUD AND /OR DIRT FROM ADJACENT PUBLIC ROADWA YS A T THE END OF EACH WORKDA Y. (USE OF DRY ROTARY BRUSHES IS PROHIBITED EXCEPT WHEN PRECEDED OR ACCOMPANIED BY SUFFICIENT WETTING TO UATI T WSfBLE DUST EMISSIONS AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN), H. STABILIZE 777E SURFACE OF STORAGE PILES FOLLOWING 771E ADD17ION OR REMOVAL OF MA TERIALS USING WA 7ER. 1. REMOVE 77RACKOUT W-IEN IT EX7ENDS 50 OR MORE FEET FROM 774E 517E AT TIME END OF EACH WORKDA Y. J. CEASE GRADING AC71 W nES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE -HOUR PERIOD). K. ASPHAL T = CONCRETE PAVING SHALL COMPLY Wf T H 774E SJVAPCD RULE 4641 AND RESTRICT USE OF OF CUTBACK, SLOW-CURE AND EMULSIFIED ASPHALT PA VWNG MA 7FRIALS. 37. THE CONTRACTOR SHALL COMPLY WITTY THE GUIDE FOR ASSESSING AND M117GA 77NG AIR QUALITY IMPACTS (GAMA01), JANUARY f0, 2002 REVISION, GUIDANCE DOCUMENT WHICH LISTS THE FOLLOWING MEASURES AS APPROVED AND RECOMMENDED FOR CONSTRUCTION AC77W 77ES W THIN 771E SAN JOAQUIN VALLEY AS FOLLOWS: A. MAINTAIN ALL CONS7RUC77ON EQUIPMENT AS RECOMMENDED BY MANUFAC7URER MANUALS. B. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME. C. USE ELECTRIC EQUIPMENT FOR CONS77RUC7701V WHENEVER POSSIBLE IN UEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. D. CURTAIL USE OF HIGH - EMIT? ?NG COIVSTRUC77ON EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRA 77ONS SUCH AS "SPARE-THE-AIR" DAYS AS DECLARED BY THE SJVAPCD. E. ENCOURAGE C0NS7RUC770N EMPLOYEES TO CARPOOL OR USE SHUTTLE TO RETAIL ESTABLISHMENTS AT LUNCH. 38. SURFACE DRAINAGE TO BE ONE (1X) PERCENT MINIMUM, EXCEPT AS WAIVED BY THE BUILDING OFFICIAL. 39. IF 774E PROJECT IS SUBJECT TO THE PROVISIONS OF 774E NA 77ONAL POLLUTANT DISCHARGE EUMINA 77ON SYS7EM (NPDES), A "N0710E OF INTENT" (NOI) TO COMPLY WITH THE 7ERMS OF 771E GENERAL PERMIT TO DISCHARGE STORM WA 7ER ASSOCIATED WITH C0NS77RUC770N AC77 W TY (WQ ORDER NO. 92- 08 -DWQ) MUST BE FILED W TTY STA TF WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONS77RUC7701V AC77W TY. COMPLIANCE WI714 774E GENERAL PERMIT REQUIRES THAT A STORM WA TER POLLU7701V PREVEN 77ON PLAN (SWPPP) BE PREPARED, CON 77NUOUSL Y CARRIED OUT AND ALWAYS BE AVAILABLE FOR PUBLIC INSPEC77ON DURING NORMAL CON57RUC770N HOURS. 40. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARDWENT FOR ANY WORK PERFORMED WITHIN EX1S71NG ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDI VISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMA 7F FOR THE WORK PERFORMED W THIN 774E RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT: 41. DUST C0N7ROL 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 DURA 7701V OF CON7RACTOR'S OCCUPANCY OF THE S17E CONTRACTOR IS REQUIRED TO COMPLY W 774 THE PROVISIONS OF SAID PLAN. 42. STORM WATER POLLU7701V PREVENT CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POL.LU77ON PREVEN7701V PLAN (SWPPP) FOR THIS PROJECT FROM 774E DEVELOPER, AND SHALL KEEP A COPY ON S17E AT ALL 77MES. FOR THE DURA 770M OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WI TTY THE PROVISIONS OF SAID PLAN. 43. LANDSCAPE AREAS ARE TO BE GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE ,SIDEWALK FOR THOSE AREAS OVER 2Z THE LORDS AVENUE CHAPARRAL MANON DRIVE STREBOR Z ui �< Q� v INDEX; AVENUE HARVEST DRIVE UNNYBANK AVENUE 20 21 AVENUE 23 24 25 1 w 31 30 29 28 27 25 � 26 � 27 C W 9,00 w r- JOHNSON ROAD 0 Z DD WW 0 z V w d- V) LACK HA > m � 0 ry z AVENUE Q TIATA AVENUE z tL I w U 0 Q Lj- z w w Y z 00-1 STOCKDALE HWY v- w UD Q 1 = °a 3 Ozo N Ix m u�i m o Q 45 LAJ W PROJEC cn a SITE N.T.S. VICINITY MAP. SCALE: N.T.S. a C&AIM WK r LJ 34 LOTS ULT I L INDEX; 17 18 19 20 21 22 23 24 25 1 32 31 30 29 28 27 25 � 26 � 27 C AIRD u%BSTANTIAL CONFORMANCE ITIACTStA 48 rm� 1c; ISMY GRADED 4TH SUBS inA,NTIAL CONF(X*AANCE TRACT 6448 PREVKXJSLY GRADED SUBSTAM�IAL CROSS VALLEY CANAL CONFORMA)4CE oseftomm- somoomm"ems' mom mom mem- --A-awwwww"nows asesommemossommossommess, mom 'emoomememse 4000' "No f1MNftmmmm%mw mom, amoo TRACT 6448 KEY MAP PREVIOUSLY GF04MD SCALE 1 °:200' PVC MITERED DRAIN OUTLET -SEE DETAIL "B" 3" DRAIN GRATE SEE DETAIL "A" 0.5% MIN. SLOPE PIPE i AT POSTIVE GRADE TO 1 3" SMOOTH WALL z DRAINAGE EMITTER. 1 PVC PIPE (TYP.) DRAIN sees Mmmmmm� sees �.�.Momilmom� one MOM, Mom mom mmm mom, som� MOM& mom, "No GRADE �,�' mom -._._._. _.___.- .- ._._. ......... ._._-_._.-._.-._.-.-._-_-_• _._._._._._.-._- ___._- _- _._._ -- _ 1 __•__ i 1 a -- -_.•.- --••- w z C5 C> F- o 2% 1 a- PROPOSED �.._ _...._. 0 tL 1 r 5' MIN. z HOUSE a. i I 1 a_ z_ 0 �� 5 ro r TO DRAIN ._._ - - - - -- ---•---•-------•-•- •--- •--------- •- •------- - - - - -- --•-•---•--------- •--- •- •- •- •----- • -• -•- L0 - mmin mom mommonswoom own sees, amna mmm wass mom monsommummoss, amino 1 3" DRAIN GRATE PVC MITERED DRAIN SEE DETAIL "A" 0.59 MIN. SLOPE PIPE AT OUTLET -SEE DETAIL "B" 1 POSTIVE GRADE TO DRAINAGE EMITTER. I t 3" DRAIN GRATE 3' MIN. (TYP.) R cc-c- nc-rA1t "A" I� I9 WL. _ 1 F d L i F 4 3 1 4 4 5 I 6 7 8 9 rLKrUKA1LV PIPE W D V) I- w w V) Ld 0 LL- INLET WITH 3" DRAIN GRATE 3" SM OOTH WALL PVC PIPE FINISH GRADE PVC MITERED ONEEMEMEM� 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. PVC MITERED DRAIN OUTLET-SEE DETAIL "B" TYPICAL FINISH LOT GRADING AND DRAIN CONFIGURATION NO SCALE BENCH MARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF SOUTH RENFRO ROAD AND CULIACAN AVENUE, REPLACED IN EARLY 2007. ELEVATION = 355.28 (USGS) PER TRACT 8448 UNITS 1 -4 LEGAL DESCRIPTION: PARCEL A OF PARCEL MAP WAIVER NO. 22 -92 AS EVIDENCED BY CERTIFICATE OF COMPLIANCE RECORDED JUNE 289 1993 IN BOOK 88889 PG. 1548 O.R. IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A PORTION OF SECTION 3, T30S., R28E., M.D.M. P 6.46 AC. NUMBER OF LOTS: UNIT 11 34 LOTS SHEET INDEX; SHEET 1 COVER PAGE /NOTES SHEET 2 GRADING PLAN SHEET 3 CROSS SECTIONS. LEGEND ABBREVIATIONS EP EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE OVER-EXCAVATION FL FLQWLINE Ff FINISH FLOOR CL CENTERLINE FC FINISH CONCRETE ELEV ELEVATION GB GRADE BREAK DWS DESIGN WATER SURFACE FG FINISH GRADE BYC BEGIN VERTICAL WRVS EYC END VERTICAL CURVE FP 100. 00 PROPOSED PIS ELEV. x AS'BUILT PAD ELEV. w.giff � PROPOSED GUTTER FLOWLINE ELEV. 36� 6.5�OM EXIST. TOP OF CURB ELEV. 364.30 DgST. GUTTER FLOWLINE ELEV. *--U� D.315z _sees,_ -- D now 41010 1 PROPOSED LANDSCAPE ELEV. DIRECTION. AND PERCENT OF SLOPE FOR DRAINAGE CURB AND GUTTER PARKING AREA FLOWLINE EXIST. CURB AND GUTTER CENTERLINE OF STREET PROPERTY LINE /RIGHT -OF -WAY PAD COMPACTION LIMITS STORM DRAIN TYPE "A* CATCH BASIN WTH 3.5 WDE OPENING UNLESS OTHERNSE NOTED EXIST. STORM DRAIN TRACT BOUNDARY LIMITS OF GRADING OUTSIDE OF THE TRACT BOUNDARY SECTION LINE 1 DIG T Gail: TOLL FRS 1=b00m=m2&* AT VEM nNO DAYS efface irccw ac UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PO G.P. N0. 613- 40000030 It -2 -- 1&.11 /1 0 I 1 > V c, 0 M r r H crn 0 = Z d. v- OD CL U) r� © as tr co Z) `t 14- Z a w cr. 0 �• 0 Z DD WW 0 ' C� V w d- a z cr 0 z w � z tL I m U w cl) III 0 Y z g to ^_ v- w UD Q Ca CL UD 3 O t N Ix m u�i m o Q 45 LAJ W cn a 0 I 1 > V c, 0 M r r H = Z • OD CL U) W co � Z a w cr. 0 cozz WW a� ' C� z cr �o � U, cj) U cl) a� z g to Ld a r r H = Z • OD CL W T W co � Z a w cr. 0 cozz WW a� ' C� z cr �o � U, cj) U cl) a� z g to W OD W T co N W mu . Z cy- < :> LIJ 0 wt Z Lf) LLJ > 0 o �QwQ n (LUG < .72 00 ry Lu V Uv0 or 0 < LK n Uj n 43516 g 3520 ® 3520 FP 352.6 Tu E x 04=21 X2.0 a- 29 3520 2r 2D 2*7 7 2v 28 FP z x Z_q_7_ FP. 352.2 FP 352.2 FP 352.0 FP 352.0 FP 352.0 FP 352.0 { x362.1 352.1 W. 701 354,1 354. T 6 - 352.9 I � 353.4 353�.t� � 363.5 352.9 uj p ILLI 0 FP J52.9 CD LLJ V) Ln > t 353.1 < 1w 23 1 2 8 AM&71 jc> FP ma FP J53 7 f P J53 9 FP J54. 0 FP 354.2 • FP J54.2 363.0 31 31512 3 F=1 Lj w N T 10 C) xl�gl X11 uJ w -At mm ­3 N N <1 FP 353.1 353.6 353.7 363.9 354,0 354.1 364.3 364.1 x ui 2 a- I&P-Mv UP ow --ANON= qw! m m m m M tu 4y 0.25% 2. lo P/ z . -CHECKERBLOOM DRIVE I b> FP 353.2 `35 1 �y� (PRIVATE STREET) F j . ��� 352 7b r 1 0.25% 17 0 F L -.40 42 .F =3� 3 _51:4 t: 5% A%1 I ­_ - - -_ 3_� 0125 ��Q- 2 m m m T xi 1 =4 MIA It x FP 35J. 0 A.114 IN" c_n I No. 7202 14 13 14 15 16 6 7 8 I - 9 132�133 15 16 17 10 MAP FP J5! J FP X353.6 FP ZJ. 8 fp Mi. 9 f P JA i 12 LO t F1352.8 13 ow') I Z: 12 yy cn S89*04!39*E 170,01 S89"29"4WE 363.4] 35'3.8 322,71v 5 .L. V) An-mm4w aw-aw I Imam awnw, m Fm m --mmw moms 13MO* 3 -­m NEW m ui Aw i G1 Mt ® x > 0 FP 7� 352 4 5 2 Ln a,- 1 1181 -0 40 f P. M20 12 Go fl� 352 00 f P. 952* 2 FP. 552 4 fp MZ6, 11 9 8 7 1 352.4- r'? 1 6 5 3 2 to IJ v 352.2 0 4 _ _ _ - _ _ _ s r j 1 wt 30' z F PRIVATE STREET) C4 f F� 3522 3 IN: - � B AC ASTER DRIVE � i 352.3 1 351.9 362.1 3523 3524 352.9 X ■ c, 352.2 - 0 0 0-1-51 2 O 85" I 10 J2 uj 3� ZZ - u ")7 0.25X 015, 7 00 0.25X 'yj 17? 3520 Z LLJ > 00 3 G9 < o.2 Z3 tL �25 ---- - ----- ui IM2 11 49 Of Ft 4Fm © U) 2 CA jN G I I uJ < IN 3510 3 FP. 2 12,gr x 352.2 > - Ac -V > Lu S8979 48 E Q to c; 30 26 27 28 29 co 04 C4 13 3 FP 35f + P FP. /:p J& I fl� im UT ;p k` CL 0 F) J52. J _j k ui I CL c 361.9 351991 1=41 353.0 353,1 i vt1% it I z _j l �l°` 352.4 W M � � �' 25 3 22 C4 2 1=51 x 2 FP. JIM, 0 f P. J51 J Go FP J53o 1 FP. 4 FP JU4 ■ ° c a a 7 F ely"TT_1� 35J� I'll I GR ING PA S 5 P. M25 F 3 cn (PRIVATE STREET) Q - YELLOW LUPINE DRIVE 363.4 ■ 351 362.6 12 363.3 ® 4 x &35! w N8929"48 w us 362.7 D-25 _6 13 Lu 0.25 Ln .25% '� ctw , X3.2 3 ut x it tow 0 '""" _--- cl =7 35&0 353.2 353-31- �x DIRT RnAn v,p 0, 25% 7- 34 - �z "'. �9/�z '4- 0o FL 5 FL, G6 3 3,51,1-0-` Q.25 352 5788% 375 3 2. L 4,. TAR 5 Z 5,8- 0-25 0 IT 14 15 16 17 18 19 1 20 22 21 1 3 UNrT9, 6448 p 1 46 Own& mom mm uj 0 0 LLJ 7 2 3 4 < m 5 8 1 9 1 10 1 11 i 'I I r -75-70 > XF-P- J,_54. 0 1 -p ICT", _3_54� 1 FP. J5 4, 2 _151'5. 7 1 _P� F P. J' 4. J` _�fl YLPI 354� fl _356, 4 ii J u 0 6448 P m59 m171 r- 'Ju 0 TL A. 7 O -z54 rt ........................ k _- Z9 . �16 % 3 I L n 35 6 FL 0 .25 0 07. Y V' 3 0 95% 3 5. EA LEGEND ABBREVIATIONS C. EP EDGE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE OVER - EXCAVATION FL FLOWLINE FF FINISH FLOOR CL CENTERLINE Fc FINISH CONCRETE ELEV ELEVATION G13 GRADE BREAK DINS DESIGN WATER SURFACE FG FINISH GRADE BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE FP. 1 DD. DD PROPOSED PAD ELEV. x0 ASBUILT PAD ELEV. 1,FL, PROPOSED GUTTER FLOWLINE ELEV. 366-5�0 IC EXIST. TOP OF CURB ELEV. 364.30 FL EXIST. GUTTER FLOWLINE ELEV. PROPOSED LANDSCAPE ELEV. ajim DIRECTION AND PERCENT OF SLOE FOR DRAINAGE CURB AND GUTTER ........................... PARKING AREA FLOWLINE EXIST. CURB AND GUTTER CENTERLINE OF STREET loom PROPERTY UNE/RIGHT-OF-WAY PAD COMPACTION LIMITS D STORM DRAIN TYPE *A* CATCH BASIN WITH 3.5* WIDE OPENING UNLESS OTHERWISE NOTED EXIST STORM DRAIN TRACT BOUNDARY LIMITS OF GRADING OUTSIDE F THE TRACT BOUNDARY SECTION LINE DIG T Gall: TOLL I�O�O-?.2'1 -2600 AT LEAST 7W DAYS BEFtXiE ym DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CON$TRUCTION NOTES: EXISTING 18" DRAIN/STORM DRAIN MANHOLE TO REMAIN. NEW CATCH BASIN TO BE INSTALLED WITH STREET IMPROVEMENT. O EXISTING 18* DRAIN TO BE REMOVED AND REPLACED AS SHOWN NTH STORM DRAIN PLANS. Aj 14 C> • 27 a x FP J5 15 16 17 18 19 C4 24 FP. MR 7 23 FP. 3.U2 co 22 21 20 19 18 13M71 FP. 303 Ln 12 1 i fp &U 1 17 16 1 14 5 13 FF� M4 �p _�54 0 T�r_j Tli�i'/f 7 FP 354 _F1 IA'4 f r-D 354, 6' 0 'D 1/21* REBAR NTH '-p Ft '5 FP 35 4- 8 FP 35 9 7 j5 1-1),3554 "�55� 9 FP 6,4 � PLASTIC 3 CAP MARKED GRADING PA LINE cn E L.S. 4383 PER R/S, R/S 1/4 CORNER OF 3 c BK. 17, PGS. 97-98. x SECTION 3, T.30S., R.26E. _`-M.D.M. FOUND 2� IRON )t IslING B 3ng s x 3U4 x G §r7 G x PIPE TAGGED IS 5332** S00 *59130"W 10.000 -OWN am= N89 --w p PER TRACT No. 6448 UNIT 00 a-u e2 DIR T ROAD I yp. 44T7.95 -mg;;m � - i 5, MAP BOOK 54, PAGES 1p p OWN \`-DIR ROAD T -::so HER" WNW 1�bi X_ S89100130" Er 106 8c 107 pp I P P ppOWN= WNW x*Now WNW 4'000'mmm' 4wmmwmmmmw* mmmmmmwmmmw H BIARe WIRE FEN CE NORTHERLY BOUNDARY DIRT C_-ANAL ROAD 11Y ODE STRIP DEEDED amme 0� anon "m =m-ftmmwmmft� yyS OF THE CROSS VALLEY TO KERN COUNTY WATER new "mummommmm"� =mm on"* mompm Gomm smam E.)('. S-0. CAI GAS (1*17) CANAL PER BK. 5421 AGENCY PER DOCUMENT t- NO. 000213036477 DATED CMP w/VENT PIP' of:304949 VALL Y CA L I PG. 1531 O.R. 03/15/13v O.R. ir___k 6' HIGH CHAIN-LINK F r- . ENCE' G.P. NO. B13-40000030 C. 5 50 25 0 50 100 a Mfg m I= LLJ 3 ob < X. 14 C> • 27 a x FP J5 15 16 17 18 19 C4 24 FP. MR 7 23 FP. 3.U2 co 22 21 20 19 18 13M71 FP. 303 Ln 12 1 i fp &U 1 17 16 1 14 5 13 FF� M4 �p _�54 0 T�r_j Tli�i'/f 7 FP 354 _F1 IA'4 f r-D 354, 6' 0 'D 1/21* REBAR NTH '-p Ft '5 FP 35 4- 8 FP 35 9 7 j5 1-1),3554 "�55� 9 FP 6,4 � PLASTIC 3 CAP MARKED GRADING PA LINE cn E L.S. 4383 PER R/S, R/S 1/4 CORNER OF 3 c BK. 17, PGS. 97-98. x SECTION 3, T.30S., R.26E. _`-M.D.M. FOUND 2� IRON )t IslING B 3ng s x 3U4 x G §r7 G x PIPE TAGGED IS 5332** S00 *59130"W 10.000 -OWN am= N89 --w p PER TRACT No. 6448 UNIT 00 a-u e2 DIR T ROAD I yp. 44T7.95 -mg;;m � - i 5, MAP BOOK 54, PAGES 1p p OWN \`-DIR ROAD T -::so HER" WNW 1�bi X_ S89100130" Er 106 8c 107 pp I P P ppOWN= WNW x*Now WNW 4'000'mmm' 4wmmwmmmmw* mmmmmmwmmmw H BIARe WIRE FEN CE NORTHERLY BOUNDARY DIRT C_-ANAL ROAD 11Y ODE STRIP DEEDED amme 0� anon "m =m-ftmmwmmft� yyS OF THE CROSS VALLEY TO KERN COUNTY WATER new "mummommmm"� =mm on"* mompm Gomm smam E.)('. S-0. CAI GAS (1*17) CANAL PER BK. 5421 AGENCY PER DOCUMENT t- NO. 000213036477 DATED CMP w/VENT PIP' of:304949 VALL Y CA L I PG. 1531 O.R. 03/15/13v O.R. ir___k 6' HIGH CHAIN-LINK F r- . ENCE' G.P. NO. B13-40000030 I• ?- (�'�Nd' 11 IIIIIIIIII I• ?- (�'�Nd' 11 FINISHED PAD 12" 0 VEREXCAVA770N (SEE NOTE 23) � LOCAL STREETS (PRIVATE) 40' 40' R/W I R/W 10' 1 4.5 75 18' 18' 1 75' , 4.5' I 10' 2' I 1 4 5��,.,,,,,,,,,- -.--� _.27._ 1, MI1l 0,16'- AfAX PROPOSED ---"' � FLON2 /NE � �- PROPOSED CURB AND GUTTER anlvw Qaenitir. iiNF CURB AND GUTTER SECTION /`A"� SCALE: NONE 3 TYPICAL ROUGH GRADING SECTION FINISHED PAD 12" OVEREXCAVA7IAN (SEE NOTE 23) � WHITE ADLER AVENUE 40 VARIES p/L P/L 10' 4.5' 18' 18' 7.5 4.5 VARIES LANDSCAPE LOT r 2' J I o FINISHED PAD �SLOpp- VAR /ES. S 11% MIN D�' AX 12 OVEREXCA V'A TIOIV I 2' J r I 2' W ' LQ J Lu r Q0 PROPOSED PROPOSED 4.5' A. C. PA VING A. C. PA VING o a i 0 A. C. PA V1NG A. C. PA WNG 0 C5 4.5' I 27o I 2%. 2% a --- TO J.4% � TO J. 470 TO 15 VARIES ES 1.5' LANDSCAPE 1�4 - ---, -- <a: TO .3.4% � TO 3.4q' (5 rn mill PIES: VA AREA r .a 1 � LLJ LOPE S 1 y MIN J lom 0.2 BELOW-i no 107 MAX PROPOSED ---"' � FLON2 /NE � �- PROPOSED CURB AND GUTTER anlvw Qaenitir. iiNF CURB AND GUTTER SECTION /`A"� SCALE: NONE 3 TYPICAL ROUGH GRADING SECTION FINISHED PAD 12" OVEREXCAVA7IAN (SEE NOTE 23) � WHITE ADLER AVENUE 40 VARIES p/L P/L 10' 4.5' 18' 18' 7.5 4.5 VARIES LANDSCAPE LOT r 2' J I o FINISHED PAD �SLOpp- VAR /ES. S 11% MIN D�' AX 12 OVEREXCA V'A TIOIV 0.2' BELOW (SEE NOTE 23) PROPOSED " � FLON2lNE + N'­, PROPOSED CURB AND GUTTER naantner_ 11NF --� CURB AND GUTTER MEANDERING SIDEWALK SECTION rB"N SCALE: NONE TYPICAL ROUGH GRADING SECTION R/W I 2' 2' r� J R/W 41 z o � V � r--r PROPOSED PROPOSED co C 4.5' A. C. PA VING A. C. PA VING o a 18' 18' � �`` 7.5' -13.5' 4.5' I 27o VARIES 1.5% VARIES 1.57 2%. 2% a --- TO J.4% � TO J. 470 TO LANDSCAPE 0.2' BELOW (SEE NOTE 23) PROPOSED " � FLON2lNE + N'­, PROPOSED CURB AND GUTTER naantner_ 11NF --� CURB AND GUTTER MEANDERING SIDEWALK SECTION rB"N SCALE: NONE TYPICAL ROUGH GRADING SECTION R/W ' r� �. �- R/W VARIES o � V � r--r VARIES co oz 4.5' 7.5' -13.5' 18' 18' U ir 1` � 7.5' -13.5' 4.5' I F z LANDSCAPE a WW LANDSCAPE 1�4 w <a: AREA (5 rn AREA r .a 1 � LLJ A�J J lom no a � �- w CO Q O - CO 6Q 3 4 O u v N af `` VARIES 1.5z VARIES 1.5% `` -- I o � TO 3.5% TO 3.5% •~ � C=3 LPROPOSED V, :'"4. .;t _ � }' CF"j� i r''d� .� � •+ j: "t, �: , } } � ► . , ; } {��{ • ...x i } r. �. �� ate° E �l'• � ; r� '£ i`^` °• r,a'^ �- p 1 °. %" �} '3+,``i -t' h ',,,Sr , f _; ; T_ {� �`; f_. y , yy �.� , � I,..e. ."} s 4 P z° , S > E ....v.s o PROPOSED SIDEWALK t 0.20' A.C. PAVING SIDEWALK PROPOSED CURB 0.40' AGG. BASE PROPOSED CURB AND GUTTER 0.50' COMPACTED SUBGRADE AND GUTTER COMPACTED TO 95% M J Q SEC110N rC*\ o SCALE. NONE KV op STREET PAVEMENT SECTION `sl (PRIVATE STREET) � SLOPE VARIES: 2� MAN 10% _. FINISHED PAD 12" 0 YEREXCAVA71ON (SEE NOTE 23) R 15' PAD COMPAC TION LIM1 T 2' 2' ' I 1 f 2% 2% ! _ EXISTING GROUND PAR T OF FUTURE I PAD ELEVA 770N PAD ELEVA 77ON I SECTION 46� SCALE: NONE 3 TYPICAL FOR ADJACENT LOTS WITH AN ELEVA77ON DIFFERENCE OF 4.3 FT. OJR cimA TER. R PAD COMPACTION 15 LIM1 T I 2, I I I I PAD ELEVA 710N PAD ELEVA TION --,\ I I SECTION E SCALE: NONE 3 TYPICAL FOR ADJACENT L07S 1 714 AN ELEVA 7701V DIFFERENCE OF 00 FT. OR GREA TER. 4s r I 27 % PAD ELEVA 771 PAD ELEVA T7ON 4000 2.-1 SLOPE SECTION F SCALE: DONE 3 TYPICAL FOR ADJACENT LOTS WTH AN ELEVA 710 N DIFFERENCE OF LESS THAN a.3 FT. TRACT BOUNDARY /R 15' I EXISTING r ! BLOCKWALL ! ! ! ! I ! PAD COMPACTION Vo--LIMIT EXIS TING ZZ ! GROUND 2 27 ! ��Lrs I ! PAD ELEVATION 2' ! SECTION KGO"N SCALE: NONE 3 TRACT BOUNDARY /it PAD COMPACTION �, 15' LIM! T I I EXISTING 1 BLOCKWALL 185' I I ! EXIS TING g 10' r 4' r DIRT ROAD DEEDED TO KCWA I ,,�------- '.\�� 2% -�� VALLEY ---- ---------- - - - - -- - - - - - -- `� CANAL I ` FLI EXISTING ` _ ! GROUND PAD ELEVATION I 2' SECTION 4H SCALE: NONE 3 TRACT BOUNDARY /f! 15' I EXIS TING ! BLOCKWALL ! i I PAD COMPAC T7ON 2' Z LIMI T ! % EXISTING GROUND P0 &5 I PAD ELEVA 77ON SECTION SCALE: NONE DIG T cau: rou tM 14X)0-2MmZW LEAST TWO DAYS BEFq� YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA G.P. N0. 613- 40000030 po Q Iml I cn 0 w Q a cn O r� �. �- V) � F- o � V � r--r � ,J CL co oz W 0 z 00 0 U ir 1` � o F z m a WW �+ U Q w <a: (5 rn LL cl) v< w ao z LLJ A�J J lom no �- w CO Q O - CO 6Q 3 4 O u v N af m w m o � X W � C=3 V, t �n � M J Q o op `sl � Q Iml I cn 0 w Q a W 0) W C�3 lie; T/ p r r z Z • V � r--r � ,J CL H oz W �zd �a0 � F J3 WW �+ U Q O <a: (5 LL cl) v< A�J J lom no cl) o 6Q 3 4 W 0) W C�3 lie; T/ p