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HomeMy WebLinkAbout1.7-6448 6 & 7 Asbuilt/As-Graded Grading Plan1. ALL GRADING SHALL CONFORM TO TIME CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING THERETO (APPENDIX J CBC 200 7) AND SHALL BE St 1PER MUSED AS ENGINEERED GRADING IN ACCORDANCE W! 7H CITY OF BAKERSRELD ORDINANCES. 2. THE DESIGN ENGINEER SHALL EXERCISE SDFRCIENT SUPERVISORY CONTROL DARING GRADING AND CONS77?UC7701V TO INSURE C NPUANC W!nil' THE PLANS, SPECIFICA 71ONS AND CODE WITHIN HIS PUR WEW. J. THE S0fL ENGINEER, DES!GN ,ENGW EER, AND BUILDING t FF 0AL SHALL BE NO 77RED 24 HOURS PRIOR TO PLACING ANY MATERIAL. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON 90UTY FOR ' SITE CMD17IONS MIRING THE COURSE OF CONSTRUCnON OF n#S PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SMALL APPLY CONTINUOUSLY AND NOT BE LIMITED TD NORMAL NOO RKING► HOUR- AND THAT 7HE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OINVER, ARCHITECT, AND THE ENGINEER HARMLESS FROM ANY LIABIIU T Y, REAL OR ALLEGED, IN C IVNEC TIONV WITH THE PERFORMANCE OF WORK ON 7HIS PROJECT; EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT, OR THE ENGINEER. 5. THE GOADING CON7RACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACIU 77E5 PRIOR TO BEGIAINING CONS? RUCnON AND VERIFY 7HE LOCA 77OaN AND DEPTH OF ALL UNDERGROUND FACIU770� INCLUDING TiELEPHONVE, ELECTRIC, NSA IER. SEWER, OIL AND GAS LINES. THE ENGINEER ASSUMES NO RESPOINS 80LITY FOR BURIED LINES NOT INDICATED ON THE PLAN OR FOR INFORMA nON OBTAINED FROM OCI 7SIDE SOURCES (USA 1- 800 -227 -2600) 6. THE GRADING CONTRACTOR SHALL BE RESPONVS&E FOUR GRADING ALL AREAS TO f OR - a 10 FOOT. IF AN AREA SHOULD BE FOUND 70 BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPAC71NG AND ACCEP TANCE OF GRADING, THE COIV IRAC70R SHALL RETURN AND CORRECT THE GRADING AT NO COST rO THE 016WER. Z THE GRADING CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERA 7i►0N5 l'O PREVENT THE OCCURRENCE OF A DUST NUISANCE AND SHALL PROTECT CURBS AND O T BIER 019JC7S W RCH ARE 70 REMAIN. 8. EXCA VA nON - EXCA VA nONV SMALL CONSIST OF ALL EXCA VA 77ON IN VOL VED IN GRADING THE PRo ECT AS SHONN ON THE PLANS EXCEPT` ANY EXCA V'A TION SEPARA TEL Y DESIONA TED AND PAID FOR AS A SEPARATE I MM, 9. EMBANKMEN75 -- EMBANKMENT CONVSTRUCnON SMALL CONSIST OF CONVS7RUC7lNG LOT EMSANKNEN7S, INCLUDING THE PREPARA T1ONV OF AREAS FOR NNICH THEY ARE TO BE PLACED, THE CONSTRUCTION OF DICES N+17HIN OR OUTSIDE THE CONS TRUC T10N AREA, 1151E PLACING AND COMPAC IING OF APPROVED MATERIAL WITHIN THE CONVS 7RUC nOIV AREA WHERE UNSUITABLE TABLE MATERIAL HAS BEEN REMOV'E'D, AND 774E PLACING! AND COIMIPAC7ING OF &wsAAr�NENr MAMMAL IN HOLES, FOR THE CONSTRUCTION EMBANKMEN T % PREPARIAIG SUB -GRADE AT THE GRADING PLANE, CONFORMING TO THE GRADE TOLERANCE, DOING NECESSARY PLOWNG OR BENChIINQ #JPORnNG OR BORROW; PLANING AND COMPAC77NG MAMMAL TO THE UNE AND GRADES SHOINN ON 7HE PLANS ARID AS DIRECTED BY THE ENGINEER .SMALL BE C ISIDD?ED AS INCLUDED IN THE C0N TRAC T PRICE PAID PER CUBIC YARD FOR EXCAVATION, AND NO ADD17IDNAL COWPENS47ION WILL BE ALLONE70 FOR SUCH WORK. 1Q. T HE W w EMBRACED HEREIN SHALL BE IN ACCORDANCE WTH THE STANDARD SPEaRCA 1IONS OF 7HE STATE OF CALIFORNNA DEPARTMENT OF IRAN V R TA TION DA TED NA Y 2006, INSOFAR AS THE SAME MA Y APPL Y IN ACCORDANCE Nf1 TH TIME NOTES HEREON. IN CASE OF CONFLICT WITH THE STANDARD SPECIFICATIONS ARID ANY N07FS AEON, THE NOTE'S HEREON SHALL TAKE PRECEDENCE OWER AND BE USED IN LIEU OF SUCH CONFLICTING POR 770NI SAID SPECIRCA 17ONS SHALL APPLY BUT NOT BE L#41 MD TO THE FOLLOWING. A) ALL CONCRETE SHALL BE CLASS "B s AS IN ACCORDANCE INTH SECTION 90 AND SHALL HA WE A T LEAST 2500 PSI CONPRESSIME STRENGTH A T 28 DA YS. B) ASPHAL 77C CONCRETE SHALL BE TYPE "'B'; MEDIUM GRADED, 1 f2" MAMMIUM AGGREGA 7E7, AND IN71MA }'ELY MIXED WTH 5 -?X ASPHAL T MEE7ING THE SJVLIAPCD RULE 4641 REQUIREMEIV TSS FOR CU I BACK, SLOW CURE, AND ENULSF7ED ASPHALT PA VING. 11. IN THE EVENT C0NVS7RUCn0N STAKING BASED ON MCINTOSH & ASSOCIATES" PLANSy DRA WNGS, OR OTHER DOCUMENTS IS PERFORMED BY ANOTHER FIRM, MCINTOSH & ASSOCfA7ES SHALL BE HELD HARMLESS AND RELEASED' FROM ALL LIABILITY ARISING F7?O1M THE USE OF SAID PLANSy DRAWINGS, OR OTHER DOCUMENTS. 12. MCIN TOSITY & ASSOCIA 7E'S SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS ALL CHANGES TO THESE PLANS MUST BE APPROTIED, IN WR17WQ, BY MCIN U)SH do ASSOCIATES. 13. ALL GRADING SHALL CONFORM TO THE RECO MiMENDA 7701VS CONTAINED IN AND MADE A PART HEREOF; THE PRELIMINARY SOILS REPORTS PREPARED BY SOILS ENGINEERING, INC., FILE NO. 04 -10998 DA TED DECEMBER 8, 2004, AND ALL ADDENDUMS THERETO. IN CASE OF A CONFLICT BETWEEN THE PLANS AND SPECIRCA HO VSy THE MORE STRINGENT REQUIREMENTS WILL TAKE PRECEDENCE. 14. UPON COMPLETION OF GRADING AND BEFORE THE START OF COfVS7IRUCn0lV, A FINAL SaLS REPORT SHALL BE PREPARED BY THE SOIL ENGINEER. 15. THE SOIL ENGINEER SHALL REW EW ALL EXCA VA n0lVS PRIOR TO BACIKFTLUNG AND SHALL BE NOnFED OF ANY ITEM ENCOUNTERED DURING THE GRADING OPERA nONS THA T MIGH T AFFEC T FOUNDA TION STABILI T Y SO RECOMMENDA nONS CAN BE MADE BY THE SOIL ENGINEER. 16. CUT AND FILL SLOPES SHALL NOT BE STEEPER THAN 2: 1. 1 ?. ALL SLOPES GREATER THAN THREE FEET IN VERTICAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. 18. IMPORTED FILL MATERIAL SHOULD CONSIST OF ESSENTIALLY GRANULAR, SILTY SANDS WTH LOW EXPANSION POTENTIAL AND FREE OF GRASSE% VI EDS, ROCKS LARGER THAN SIX INCHES IN DIAMETER, DEBRIS AND SOLUBLE SULFATES IN EXCESS OF 1000 PARTS PER MILLION. IMPORTED FILL SHOULD CONTAIN SUFFICIENT SILT AND CLAY BINDER TO RENDER THEM STABLE IN FOOTING IRENC 14ES AND CAPABLE OF MAINTAINING SPECIFIED ELEVATION TOLERANCES DARING PAVING OPERATIONS. IMPORTED SOILS SHOULD ALSO MEEr THE FOLLOWNG CRITERIA. A) MAMMUM X PASSING 1200 SIEVE .. ............................50? B) MAXIMUM LIQtIIt7" LIFT ..................... .............................40 C) MAXIMUM PLA S77CITY INDEX .. ......... .............................14 D) MINIMUM R - VALUE 4........r.:....... s.. s .. ............a►...............5V E) MAXIMUM EXPANSION INDEX (PER 1997 BBC 57'ANDmw 18--2) ...........2o PSF 19. CLEARING AND GRUBBING - REMOVE ALL D I SUCH AS METAL, MASH, BROKEN CITE, VEGETA TION, OTHER BIODEGRADABLE StUBSTANCESS� AND UNSUITABLE SOIL FROM AREAS TO BE GRADED. UNSUITABLE SOIL IS SO E THAT; IN THE OPINION OF THE BUILDING OFFICIAL, SOIL ENGINEER, OR CIVIL ENGINEER, IS LYON COMPETENT TO SUPPORT OTHER SOIL OR STRUCTURES, OR TO SA nSFACTORIL Y PERFORM ANY ©TNER FUNC TIONS FOR 1011tH THE SOIL IS INTENDED. 200. AREAS TO RECEIVE FILL (EXCEPT BUILDING PADS) SHALL BE SCARIFIED SIX INCHES BROUGHT TO NEAR OPTIIMUM MOISTURE, AND UNIFORMLY COMPACTED TO A T LEAST 9OX OF THE MAXIMUM DENST T Y PER AS71W D155 7- 78, UNLESS 0774ERWISE NOTED. 21. ENGINEERED FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHT INCHES IN UNCOwPAC7E'D THICKNESS BROL,IG H r TO NEAR 7HE OP nMUM M0(S7 LIRE CONTENT OR TO A MOISTURE CONTENT COMMENSURATE WTH EFFECTIVE CONPACn0N AND SOIL STABILITY; AND COMPACTED 70 90X OF THE MAXIMUM DENSITY PER ASTM 0155 7-07, UNLESS S'PE'CIFIED OTHERIKSE. 22. QUANn nES FOR EARTHWORK EXCA VA TION AND OVER EXCA VA nON - CU. YD. (SEE NO 7E 44 EMBANKMENT - CU. YD. IMPORT -- CU. YD. [JUAN77nES ARE FOR GRADING PERMIT ONLY mE ENGINEER MAKES NO WARRANTY OF THE ANnCIPA TED SHRfiVKAGE FACTOR. IN CASE OF EXCESS OR SHORTAGE., THE CONTRACTOR SHALL CONTACT THE ENGINEER SO THAT ADJUS7MENTS MAY BE MADE. THE CO N7RACTOR SHALL NOT USE THESE QUAN 77 nES TO BASE HIS BID ON. 23. BUILDING PAD PREPARA nOON - SUBSEQUENT TO STRIPPING, IN FILL AREASy TIME UPPER 12 INCHES OF MA MNIAL BELOW 7HE EXISTING GRADE SHALL BE OVEREXCA VA TED. AREAS IN CUT SHALL BE OVEREXO:A VA TED TO 12'm BELOW THE FINISHED PAD GRADE. AFTER REWEW BY THE SOILS ENGINEER THE TOP 12 INCHES OF THE MATERIAL EXPOSED AT THE BOTM, OF THE EXCAVA 71ON SHALL BE SCARIFIED, MOIST VRE CONDInOlVED, AND COMPACTED TO A MINIMUM OF 90X OF THE MAXIMUM DRY DENSITY PER AS714 D155Z BUILDING PADS SMALL THEN BE BROUGHT TO FINISHED GRADE IN ACCORDANCE 107H 1 TLAM 21 ABOVE. 24. PA YEMENT PREPARA nON - GROUND SURFACES SHOULD BE SCARIFIED TKL VE INCHES BELOW THE GRADING PLANE IN CUT AREAS OR TKL VE INCHES BELOW EXIS77IVG GRADE IN AREAS TO RECEIVE FILL. C+PACT101V IN PROPOSED PA K ENT AREAS SHOULD BE A MINIMUM OF 9OX OF' THE MAXIMUM DRY DENSITY AS OBTAINED BY AS7IMt D1557--07, AND SHOULD EXTEND TO A MINIMUM DISTANCE OF TWO FEET BEYOND 7HE OUT SIDE EDGES OF PA WMEN TS. 25AN OSHA PERMIT IS REQUIRED W IEN WORKERS MUST ENTER TRENCHES OR EXCA VA 77ON FIVE (5) FEET OR DEEPER. 26.S IFRCIENT ACCIESS TO THE EXISTING AND ABANDONED WELLS SHALL BE MAINTAINED 1N ORDER FOR THE DIVISION OF GAS, OILS AND GEOTHERMAL RESOURCES (DIMISIOIN) TO IAIMES`71GA M* THE COOVD177ONV OF THE WELL HEADS AND CHECK FOR LEAKAGE. IF ANY REABANDOWEN7S ARE REQUIRED, THE DIVISION SHALL FURNISH rHE NECESSARY SPE+ F CA77ONS TD THE PROPERTY OWIVEIR. 2ZA T THE IIVI nAL CO NSTRUCnON MEETING PRIOR TO GRADING AC77W 77a ALL CONSTRUCnOIV ~ERS MUST BE INFORMED AS TO THE SYMPTOIMIS OF VALLEY FEVER. 28. ALL CONST RUC n0N EQUIPMENT SHALL BE TUNED AND MAINTAINED IN ACCORDANCE WTH 7HE M4N(UF4 CTURE'S SPE V7CA 71)15 774E WORK CREWS SHALL SW T OFF CONS TRUCnOW EQWNENT WHEN NOT IN USE. 29. MONTORING DURING CONSIRUC nON AC77W 77ES IS NOT RECOWNENDED AT CA -KER -3963, CA- KER- 39+6 7, CA- -KER,- -3964 CA-KER -3969. IF HOiEWR, UNRECORDED CVL 7?JRAL REMAINS ARE UNEARTHED DURING CONSTRUCTION. NOW SHALL HALT IN THE AREA UNTIL A QUALIFIED ARCHAEOLOGIST CAN ASSESS THE RAIDS. 30. IF ARCHAEOLOGICAL OR PALEON 701LOGICAL RESOURCE'S ARE DISCOVERED DURING EXCA VA 7701V AND GRADING AC7IM1TES ON THE PROJECT SITE, THE CONTRACTORIDE ELOPER SHALL STOUP ALL WOIRK AND SHALL RETAIN A QUAUF7ED ARCHAEOLOGIST TO EVALUATE THE SIGIVIFICANCE OF 7HE t7ND AND APPRO PRIA 7F COURSE OF AC 7701V. SAL PAGE OPERA T X W REQUIREMENTS IN APPENDIX K OF THE CALIFORNIA ENWONMENTAL QUALITY ACT (CEQA) GUIDELINES SHALL BE FOLLOMIED AND THE 7REA 1MENr OF DISCOV'ERE'D NA nWE AM&WCAN GAINS SHALL C MPL Y WTH STATE CODE REGULA ThONVS OF THE NA n W AMERICAN HERITAGE COMtM1SSION. 31. SHOULD HUMAN REMAINS BE DISCOVERED AT ANY TIME ON ANY PORT'1ONV OF THE PROJECT SITE, WCWK SHALL HAL r AND THE KERN COUNTY CORONER SHALL BE NOTIFIED #AWEDIAMLY (SECnOIN 7450.5 OF THE HEALTH AAO SAFETY CODE). IN THE ABSENCE OF- AN ARCHAEOLOGICAL MONTOR, A QUALIRED ARCHAEOLCTGIST AND TIME LOCAL NA nME AMERICAN COWL NITY, SMALL BE N071F7ED. 32. PRIOR TO ISSUANCE OF BUILDING PERM M ALL OIL CONY rA1MIINA TED SOIL SHALL BE REMEDIA TED TO TIME SA77SFAC71ON OF THE LOCAL UNTIED PROGRAM AGENCY (THE OFFICE OF E NWIRONVMENTAL SERWCES - BAKERSFIELD CITY F7RE DEPARTNENT) IN CO VXW77ON WITH THE STA TE REGIONAL WATER QUALITY CONY TROLL BOARD ANDIOR THE CALIFORNIA DEPARTMENT OF TOXIC SUBSTANCES CONTROL. 33. PRN'OR TO SITE GR4DIIVa SUBDI MIDER SHALL HAVE A PRECONSTRtICT 1 N SURVEY CONDUCTED TO SEAR H FOR NA n MBE' KIT FOX DENS STIR ME'Y SHALL BE Sd1BMi n rD TO THE PLAAI NVtI SIG D1REC T FOR REWIEW PRIOR TO GRADING. THE APPLICANT MAY BE SUBJECT TO SPECIAL NOTIFICAnONV REQUIREMENTS 70 AGENCIES PRIOR TO GRADING LAND CONYTAIAIING DENS 34. PRIOR THE APPROVAL OF A FADING PLAN, SUBDIWDER IS SUBJECT TO THE M ORA 77OMR'Y BIRD TREATY ACT. INCLUDING THE SWANSON HAW DURING THE RAPTOR AIES77NG SEASON (FEBRUARY THROUGH SEP IEIM/BER). IF CONSMUC77 N IS 70 OCCUR DURING RAPTOR AIESTING%BR )INC SEASON (FEBRUARY THROUGH SEPTEMBER) NO CONSTRUCTION ACTT V1T Y SHALL TAKE PLACE KfTIWN 500 FEET OF A ACTIN NEST, TREES TO BE REMOWD THAT CONTAIN NESTS SHALL BE REM014ED ONLY Y DURNVG NON-- BREEQiNG SEASON (OCTOBER THROUGH JANUARY) 35. THE PRESENCE OF ANY PREVIOUSLY UNIDEN77RED PROT SCT0 SPECIES WFOCH ARE NOT ADDRESSED IN Pl E` Mme►, INCLUDING THOSE PROTECTED LENDER THE FEDERAL MIGRATORY BIRD 7IR'iEA T Y ACT SHOULD BE A 9190DED AND EVALUATED BY A OUAUFIED BKXOGIST PRIOR TO CONVS7RUC710N. THE FISH & W LDLiFE SERWCE (USFW) AND CALIFORNIA DEPAR7110VT OF RiSH & GAME (CIDFG) SHOULD BE NOTIFIED OF PREV70USL Y UNREPORTED PROTECTED SPECIES ANY VNAN71CIPA TED TAKE OF PROTECTED WLDUFE SHALL BE REPORTED INMEDVATELY TO THE CDFG AND USF*S 36. THE CON TRACTOR SHALL COMPLY WITH SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) REGULA T10N VIII, DUST CONTROL MEASURES TO ENSURE COMPLIANCE SPECIFXALLY DUMNG GRADING AND COINSTRUCTION PHASES TIME MFnIGA TION MEASURES TO BE TAKEN ARE AS F0LL0 *S- A. WATER EXPOSED S UfiFACES (SOIL) T 1 WE-- TIMES11DA Y. B. WATER ALL HAUL ROADS A T A M #I#" OF THREE TIMES PER DA Y. C. REWCE SPEED ON UNPA WED ROADS TO LESS THAN 15 MILES PER HOUR. D. STABILIZE ALL DISTM'1RfFTED AREAS INCLUDING S 70RAGE PILES, WHICH ARE NOT BEING AC71 Et. Y UnUZ£D FOR CONSTRUC770N PURPOSES USING WATER OR BY COVERING NTH A TRAP, OTHER SUITABLE COVER OR VEGETA 77 W GROUND COVER. E. CONTROL V TROL FUG I 71 ME DCIST EMISSIONS DURING LAND CLEARING;, GRUBBINa SCRAPING, EXCA VA 71 NV, LEVEUW GRADING, OR CUT & FILL OPERA 77ONS WI TTI APPUCA 7701N OF WA 7V? OR BY PRESOAKING. F. WiiEN 7RANS MORTING MATERIALS OFF97E, IMIAINTAIN A FREEBOARD LIMIT OF AT LEAST SIX INCHES AND COWER OR EFFEC n VEt Y NET TO LIMIT W98LE DUST EMISSIONS. G. LIMIT AND REMOVEr THE ACCUNULA TION OF MUD AND /OR DIRT FROM ADJACENT PUBLIC ROAD W4 YS A T TIME END OF EACH WORKDA Y. (USE OF DRY ROTARY BRUSHES IS PROHEI TED EXCEpr wim PREO aw OR ACCOWPANIED BY SUFFICIENT WETTING TO L01T VISIBLE DUST EAVISSIONS AND USE OF BLOWERS IS EXPRESSL Y FORBIDDEN). H. STABIUZE THE SURFACE OF STORAGE PILES FOLLONING THE ADD17701V OR REMOVAL OF MATERIALS USING WATER. L REMOME I RACKOUT WfEN IT EXTENDS 50 OR MORE FEET FROM THE SITE AT THE END OF EACH NORKDA Y. J. CEASE GRADING AC77N ?77ES DURING PERIODS OF H16H W!►AIDS (GREA MR THAN 20 MPH OVER A ONE- HOUR PERIOD). K. ASPHALT-CONCRETE PA M"1NG SHALL, COMPLY WTH THE SJVAPCD RULE 4641 AND RESTRICT USE OF OF CUTBACK, SLOW -CURE ARID EMULS FIFED ASPHALT PAWING MATERIALS 3Z SURFACE DRAINAGE 70 BE ONE (1x) PERCENT ` MINIMUM, EXCEPT AS W'A1 14ED BY THE BUILDING OFRaAL 38. SURFACE DRAINAGE TO BE ONE (1X) PERCENT MINMUM, EXCEPT AS WA1 ME'D BY THE BUILDING OFFiCIAL. 39. IF TIME PROJECT IS SUBJECT TO THE PROWWONVS OF 774E NA 710MAL POLLUTANT DISCHARGE EL#AVA nONV SYSTEM (NPDES), A IVVOTICE OF IIV7ENr (N01) rO COUPCY WITH TIfE MRS OF THE GENERAL PER NT 70 DISCHARGE STOIRM NIA TER ASSOCIATED NTH CONS7RUC7701lV AC7714TY (NO ORDER NO. 92- 08 -DN40) MUST BE FILED W►TH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE 7HE BEGOVANNG OF ANY CONSTRUCTION AC n W T Y COMPLIANCE NTH THE GENERAL PERMIT REQUl ES THAT A STORM WATER ER POLLU 71 N PLAN (SNPPP) BE PREPARED, CON7WUOUSLY CARRIED OUT AND ALWAYS BE A VAILABLE FOR PUBLIC INSPEC7701V DURING NORMAL CONS7RUC7101 HOURS 40. AN OPEN STREEr P&wT SHALL BE 06TAIA" FROW THE CITY OF BAKERSFIELD PUBLIC W40 RKS DEPAR7MEN r FOR ANY W l')RK PERFORMED WI THIN EXIS77NG ACCEP MD STREET RIGHT OF WAY UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPRO 'ED ENGINEER'S ESTIMATE FOR THE W1)RK PEIRFORA ED W THIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BLE PRO M IDED PRIM' TO ISSUANCE OF A PERTMtlT. 41. DUST CONTi?OL C:ON l RAC7VR SHALL OBTAIN A COPY OF 7me DUS r CONVTROt. PLAN (DCP) FOR TUNIS PROJECT, FRO U THE DEV'ELC ER, AND SHALL KEEP A COPY ON 9 TE A T ALL 71MES FOR THE DURA 710N OF COIN 7RAC7 IRIS OCCUPANCY OF THE 97E, CONTRACTOR IS REQUIRED 70 COMPLY WTH THE PROMISIONVS OF SAID PLAN. 42. STORU Wry 7 R POLLUT10N eff MENWN CONTRACTOR SHALL OBTAIN A COPY OF THE SMW WATER P[ LLU7101V PREM'EN77 N PLAN (SNFPP) FOR THIS PRa ECT FROU THE DEVELOPER, AND SHALL KEEP A COPY ON SITE A r ALL 77MES FOR THE DURATION OF CON7RACTOR`S OCCUPANCY OF TIME SITE;, CON7RAC70R IS REQUIRED TO COMPLY WITH 7HE PROWSIOINS OF SAID PLAN. 43. LANDSCAPE AREAS ARE TO BE GRADED 70 MANMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2X 44. MIANMUM & NAXIMUM PAD ELEV'A 77ONS ARE SHONAI TO REDUCE ADDITIONAL MA TEIRIAL IMPORT. THE GRADING CONY 7IRAC TOR SHALL GRADE PADS WTHIN THE MIANMUM & MAXIMUM GRADE AS 70 GENERATE MATERIAL FOR FILL AREAS OVER EXCAVATION NOTE AREAS TO BE REGRADED SHALL BE HANDLED IN THE FOLLOWNG MANNER. REMOVE AND DISPOSE OF EXISTING PAVEMENT AND AGGREGATE BASE WHERE APPLICABLE. AFTER REMOVAL, AREAS INDICATED SHALL BE OVEREXCAVATED TO 12" BELOW THE FINISHED PAD GRADE OR TO 12' BELOW ORIGINAL NATURAL GROUND AS INDICATED PER TABLE "A'. AFTER REVIEW BY THE SOILS ENGINEER THE TOP 12" OF THE MATERIAL EXPOSED AT THE BOTTOM OF THE EXCAVATION SHALL BE SCARIFIED, MOISTURE CONDITIONED, AND COMPACTED TO A MINIMUM OF 90R OF THE MAXIMUM DRY DENSITY PER ASTM D7557. BUILDING PADS SHALL THEN BE BROUGHT TO FINISHED GRADE IN CONFORMANCE MATH ITEM 23 OF THE GRADING NOTES. IN NON- BUILDING PAD AREAS, AFTER REMOVAL OF EXISTING PAVEMENT AND AGGREGATE BASE, SCARIFY EXISTING ALLEY AND FILL TO MATCH EXISTING OR DESIGNED FINISHED PAD ELEVATION. TABLE "A" OVEREXCAVATION AREA ELEVATION 351.5 351.7 351.0 352.6 355.0 353.5 352.2 357.2 351.5 354.6 VICINITY MAP. INLET MATH 3" FlN15H DRAIN GRATE � GRADE Y SMOOTH WALL PVC PIPE KEY MAP mmww� mmmmam SCALE: 1": 200' i fitt. }lF #p f 4 #rS S g 44 �fF7�,f'f z €i #xlf3 iF st IF 33 f FS y it 33 ; S F 3** DRAIN ORATE DETAIL "A" NO SCALE OUXET Sy.OleE rt) DRAIN 3" sMooni WALL---O/ fir•. PVC PIPE 3' 4.5' 2X s TYPICAL FINISH LOT GRADING AND DRAIN CONFIGURATION N O SCALE ALL HOMES TO BE CONSTRUCTED WITH SUBSURFACE LOT DRAINAGE SYSTEM AS SHOWN ABOVE. SYSTEM SHALL BE INSPECTED BY CITY OF BAKERSFIELD BUILDING DEPARTMENT. PROJECT AREA - 85.28 BENCH M.A.RK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INi'ERS'EC110N OF SOUTH RENFRO ROAD TOTAL N0. OF LOTS - 337 AND CULIaCAN AVENUE, REPLACED IN EARLY 2007. TOTAL N0. OF UNITS - 12 ELEVAIION = 355.26 (USGS) PER TRACT 6448 UNITS 1 -4 TOTAL N0. ur' L OT5 mom 244 LEGAL DESCR /P 7701 : (PER THIS PLAN) TOTAL N0. OF UNITS - S PARCEL A OF PARCEL MAP WAIVER N0. 22 -92 AS EVtDENCEQ BY (PER THIS PLAN) CERTfFlCATE OF COMPLIANCE RECORDED JUNE 28. 1993 IN BQfN( 6$681 PG. 1548 O.R. IN THE OFFICE OF THE KERN COUNTY RECORbER, ALSO BEING A PORTION OF SECTION 3. T30S., R26E., M.D.M. W D N w W ll N LLj z 0 d LEa'ND , _ MATIs EP MM OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE O -EXCAVATION FL FLOWINE FF ANISH FLOC CL CENTERLINIE FC FLASH CONNETE ELEV ELEVATION GB GRADE BEAK D S DESK WATER SURFACE FG FNSH GRADE SVC BEGIN VIMI AL CURVE EVC END VERTICAL CURVE EXIT MND CONMUR FP 100.00 PR POSEO PAD ELEV. X t ASOULT PAD ELEV. PROPOSED tIITtFR FLOINLINE ELEV. 6 .5 EAST. TOP OF CURB ELEV. f4. EXIST. {ILfT ER FLOIRME ELEV. PROPOSED LANDSCAK ELEV. a3l5X DIRECTION AND PEST OF SLOPE FOR DRAINAGE WN AND GUTTER PARIMIG AREA FLONiLfI EXIST. MW AND tI3lTTER CENTER ME OF STREET PROPERTY LINE f L IT -OF -WAY PAD tPACTII LIMIT'S STORM DRAIN TYPE "A" CATCFI BASIN INITH 15 WIDE OPENNG LII ESS OTHIRWISE NOTED EXIST. 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STORM DRAIN `3 W FL Ft01M.lI+IE FF FLASH FLC)OR .c O PROPOSED PAD EXlST7I'�G PAD 4 PROPOSED PAD E�c'1S771�Ci PAS CL CENTERLINE FC FINISH CONCRETE PROPOSED LANDSCAPE ELEV. TYPE 'A" CATCH BASa+N WITH 3.5' WIDE 1 ELEV ELEVATION GB GRADE BREAK OPENING UNLESS OTHER MSE NOTED DWS DESIGN MATER SURFACE FIG FHA % ax5x FOR D IGIN AND PERCENT OF SLOPE EXIST. STORM DRAIN BVC{N VERTICAL GIVE EV�C END VERTICAL GIVE FOR DRAINAGE EXlRNG DViEREX E�f►INC� 0 TRACT BOUNDARY GROUND AREA . A '' � GROUND AREA A EXISTING GROUND CONTOUR 4 AND GUTTER LIMITS CE' GRADING OUTSIDE 9 - p i FP WOO PROPOSED PAD ELEV. PARKING AREA FLOWM OF THE TRACT BOUNDARY SCALE: 1' 50 1 III C TI 5C� 25 50 C30 lu SCALE: 1 = 5 SCALE: 1 =5 w -.�_ _..4 --� SECTION UNE r,l / x M&I ASBUILT PAD M. EXIST. CURB GUTTER I . i LO I . = , 0 . CENTERLINE OF STREET .. . <D OR OiEREXCAVATION AREA I / 1 2 -. q y jh,k 6 .I-- 7 b I . Je L- , . - .- I I I . I - - I . . - . . - I - I I . I - I I I - - - I . . . !� A T H L I N E - . i SEE SHEET 2 •` . 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F x 352.05 " 7 x 351.43 x f a i W 35 .17 , ,� 1 E �� i f P 352.1 f f? 351.5 x 53.67 /\ I i 11 x fP 351, 4, i fp 32� w s _ � f_: , ..,_ z x 351.17 t 3 .11 I < -&A S 3 • i i F Z. ; _ 4 TM r , 35 .7�5 � 11 I I I . x ...:_..__ . 351.03 - 351 4 _ �• } ,N I i : 14 x 35 35 .39 y t - I - _ ,,� I , I 351, 6 f P 351.3 f P 351.2' `. t A C-I ,: i 0 . r, - X • 3, 11 _ :. 351.26 Y i._L.i - w t T PIP 2y • �R �� V i X4:1 Yw.d' .uw" r` t s 35195 _ N �� '+` x 35 •75 +. _, #r r ;f1 I 0 k 51 •fib- • _ _..� x 3 9r , r. 4 t,. _., ,.._.__.__._ W I ' f� `` _ ;; 3 51 6 85 1 #I 353 • __.,_.. . 419 _ I EXI r i S11NG IM VED S I it _..rJ 7 .:, T T�0 REMAIN 19 L_j v _ _., , TREE ___. " , ,I .:, 1. Jj • 1 ----. i_ 3 .1 ' 11 ; I , i 20 z . I 2 I - 351.85 FP x 353.78 4 -_ . I,- f'P • 15 11 - I i I ��.47 ; F' 1, 11 i { W z ' r. r _ g FP 351.7 ;_ - �'m 11 f P' 351. y�y Cps su Lu* 2.J LJ .3 a '.�,. ,, d ffj i, i` ..._._..... '� s x �r , t f 4 i �* ryT E.: 11 I t 1 .. _•_ r. _ .__,_,... W .. ... 3 _.,.. ..,,.. ___.__,_.._._.. _,__._ W . M 35 f�5 _.__..____.. ____ f . .�_ _.. ... 18 353.8 .a_ _. I 21 ..ar,.r.. -u+ S - i.; } �9. lh jj ! 1 -;'� Q s..,rr +a wru�n,,.,•.W - f., n.. n'u..+:�m.R+- wi•..+...h.Mw+wvrn ...r..wm+°�nn,.+SnM ; ,,._,..,_.,- ..,._�. ._...__._._.,__.._,.... ...,..._._..: ... ., 1 .... _... r.... -_ ?r � -wry / ^t d'pf 1' 3 � , �? x , I - 1 t x fP 3 i �..�...i 1�P 351.4 �, ""� %1I - 1 28 : 2 351.87 .26 �4� , .11 x 351. 53.67 � n� x % 351 17 R t FP 351.9 fP 351.9 x FF R: 6 ct. w S ,_._1 x x -..} ;.. 35 .86 _....,j x 351.50 ��, f - A . I } x sr ��. __ ._...._�_.._w_____- _ ,_ _-- ,- .___- ,______ -_ _.__ _..,__- ._._ -,_- ___ w_ I . < ; t 353 6 W / I I I W x 351.59 ` �` 11 ; >­ i 11 I , , I 22 13 \ � i $ � 7 ; . - 1 > ,,,, � 1 3 27 �-_ d '� W i I f P 352. q PP 351.5 ff' 351.6 < FP 352.1 ,�I Ra d 11 1. 85 1p I - . Y. _ _, ___- - .- .-.,, - - -._ m_, - __,e,, - '. - - -._, _. - -_ __ _..__ a � i = n -- I r /�yJ 3 + : I W . i I . I ! i I l e w 2 11 11 Ir�0l 23 3: .J � l \ 16 I ,,: - 2 fP 354,3 PP 355.0 (.D , • f P 355.6 .3 ., __ ; , "� f"P 351. �' - , 'I 6 �� o� S 3 fP 3523 s fP 352.1 fP 35,.6 5 s �/ , 5 ; I ��tl!���•• - .i'� ye. i ys `} �6•+F, _._,..' F as yy i M1M1((R1133 z 11.1 I _. �.. . _-_.. -_ .., .._ . , �f i • y t . 0 cy ! _ y Neft 4: �. i- r I 11. 1, . 15 - 1* ; _. I J . : :11, . w y ; . i < - p , . M • , 5 JN a I I '. FP 351.6 _ ..,,,__„ 1,_­ L i 5 ,553. _,_ �_ ' L. fP 352.34 ,ti °- #.�...� �-- LIJ '� ;,� i U fir. - 't '` '` ,. ��,C t. � o - �- of 3 `, , . - . .- I 11 : 33 jam( 0��} _ r "" i �J e.� .4a y y 5 �, w ° lj i j 4 I I . 6 L . of �Y.-- ~,�"� --- H-- _,_ w __ h to f"P 352.3 s _ - -- �-�° i E . ` _ Q (f) ____ -z,,-=;:,== ­­ 1. :63iw - w . - T ! I ! , ! - I I .mWa 'A - 'z5O V - : 1 4, cze --- .. 4. _,== - __ I I - _=_:_=.__ _-,­:,', � I p ; - y I I 7 . I ; 7 .'. T�' j 11 �.� i" . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - qvv- . - J 11 23 t , . I '% - I 1; : 5 u'l . 6 4 I", ; 7 < F p , I I I fP 354.3 fP 355.3 =' FP 352,5 x� f z' 4 ; I . I ; I ; YTPI �iz � 1"L . . z .1 � M;; c� PROPOSED GUTTER FLOWUNE ELEV. PROI"ERTr UNE RIGHT- OF -YVAY { f o M A T H .. LINE - SEE SHEET 4 � I VIATIONS EXIST. TOP OF ELEV. PAD COMPACTION LIMITS aCa EP EDGE OF PAVEMENT FS FINISH SURFACE EXIST. GUTTER FLOWUNE ELEV. Is TC TOP OF CQN(XIE OE OVER - EXCAVATION .- ST I DRAIN ,2 FL FLOWUNE FF FINISH FLOOR PROPOSED LANDSCAPE ELEV. TYPE "A~ CATCH BASIN WITH 3.5` WIDE CL CENTERLINE FC FINISH COI+ICRETE OPENING UNLESS OTHERWSE NOTED DIRECTION AND PERCENT OF SLOPE EIfY ELEVATION C� GRADE BEAK l231 ...r._.- _ , , .- _..,,_ _ . ,._..:_ ,._ _ _„ -_.., .-.,__._....,.--... _,. _._,...,.A._.._.,...__ EXIST. STORM DRAIN FOR DRAINAGE DWS DESIGN WATER SURFACE FG FINISH GRADE TRACT BOUNDARY SCALE: " = 50" BVC GIN YG� CURB AND � 1 BE CAL EVE EVC E� VERTICAL CURVE GUTTER LIMITS OF GRADING OUTSIDE 50 25 O 50r 100 EXISTING GROUND CONTOUR {� THE TRACT BOUNDARY r.r) PARKING AREA FLOWUNE Ff? il1l�. GAD PROPOSED PAD ELEV. .,�_ EAST. CURB AND GUTTER ACTION UNE 1 x 3W1 ASBULT PAD Ell � ._ TI:RN.�+iE OF STREET & � 'IF � J­ / I . A OVEREXCAVATION AREA -- ,. 5 FP .352 .3 6 P. J52-4 aiwaam 7 f P J52.5 CONE LOWER DRIVE GRADING PLAN AND ASBUILT PLAN PER SEPARATE PLANS 8 fP J52.7 7 FP 352.9 8 fP 35J. 1 MATCH L SEE S 15 15 P M1.8 vicP 35J 4 L4 UNITS 1 4 Lo Do 14 ; .0 13 Xf p 92.2 � �S2 0 � 2 f P J52. 0 if P 352 I I N I I - -- Q_ _558 GRADING PLAN AND ASBUILT PLAN PER SEPARATE PLANS MONSOON 400w-- 19 r7l, 17 In b Cil FP ZJ 6 ey XF P 5? J. 5 XF 35J. 2 " z & tile 0 n junj 5 3 1 15 4 1 1 A 5 4 3 2 1 1 14 , to fiz� P 354.6 P J55.0 f P J55.2 f P 35J. 7 P. 353.9 fp J54. 0 FP J54.2 0 FP J5 FP 354.2 f P J54.4 fP J54.6 fP 354.8c co rp *N lin < AmV CHE KERBL OM DRIVE4 1 e1J 1 1 t 1 x 9 lie UNIT 10 � GRADING PLAN AND ASBUILT PLAN �- PER SEPARATE PLANS 10 fl� 35J. 0 851 FP 352.8 12 f P 352.4 13 FP. J52.2 14 f P. 352.0 0s 25% 13 6 FP .355.3 12 FP 355 EXISTING CURB GUTTER TO BE REMOVED. SEE STREET PLANS lj-i 20 TR 7202 UNITS .2 GRADING PLAN AND ASBUILT PLAN PER SEPARATE PLANS. J REMOVE AND OF 0, BE loc to EXISTING CURB GUTTER GU M lot SEE STREET $ FOR REMOVED. SEE ST PLANS LIMIT& OD 10 11 12 13 14 in 15 00 35 38 oi -e f P 355. 0 if P 355. 0 f P J55.2 6 fp M5.i f P 355.4 fP 355.6 )1P 35J. 6 9 ei f P J53.9 R J54.2 fig 55J. 6 P 354.3 8 f P 35J. 8 FP 354.1 zil FP. J54. 3 rrd Fa di v 11 1r 01 8 7 30 32 31 29 28 27 26 25 fib 354. 1 3 f P J52. 3 f F 352. 6 cuo' fP J54. 0 P 354.J f 352.2 f P 352.5 if P 352.9 P 35J. 1 FP J54.4 P J54.5 f P 352.0 FP 352.8 f P 354.7 Go 1eiX Ile ell / -cLASTER ,Fv f v d' GRADING PLAN AND ASBUILT PLAN - �� PER SEPARATE PLANS ne 1+ 3 FP 353. 0 f 35J 1 00 f F. 35J. J f P 353.4 f p j5j. 10 f P 352.5 ��� SCALE: 1 = 50P 00 50 25 0 50 1 4.5"*-. -2* VARIES 2 2-- 1 SL OPE PROPOSED PAD EXISTING PAD EXIVING 0 WREX GROUND AREA B &A SEC11ON SCALE: 1 5p %% 4 YELLO M A T C H PROPOSED PA D OWREX -�. 7 AJ?EA B 2X 2• 1 SLOPE EXIS77NG PAD SECTION n SCALE: 1 w- 51 ik,4 Nib � 24 10 11 FP M3.5 Fp 35J.5 FP. 35J. 8 � 1 2 o P 354.0 P J54.1 FP 354.2 1' I 1p L I N E - SEE H E E T 2.- 1 SLOPE EXIS71NG PAD -.00 0 WREX AREA E F SECTION rRo"N SCALE: 1"=5'k,,4J 2 fP 354. 0 fP 10 EXIS77NG PAD °� GRADING PLAN AND ASBUILT PLAN PER SEPARATE PLANS EL o4c so 13 14 fP 354.1 P J54.2 15 16 354.4 fp if 7°. 354.5 17 fP 354.6 -?z lee 4 J by p 6 R 155.5 4 5 7 P 354.4 P 354.5 P354.7 P J54.8 ... ....... EP ESE OF PAVEMENT FS FINISH SURFACE TC TOP OF CONCRETE OE OVER-EXCAVATION FL FLOWLINE FF FINISH FLOOR CL CENTERLINE FC FINISH CONCRETE ELEV ELEVATION GB GRADE BREAK DWS DESIGN WATER SURFACE FG FINISH GRADE BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE EAST. STOW DRAM EXISTING GROW CONTOUR fp 100.00 PROPOSED PAD ELEV. 39 i.1 ASBUILT PAD M. PROPOSED GU 1 i 110"E ELEV. ERTY LINE RIGHT-OF-WAY DQSL TOP OF CURB ELEV. PAD COMPACTION LIMITS EAST. Gt) FLONJNE ELEV. STORM DRAIN PROPOSED LANDSCAPE ELEV. TYPE "Am CATCIi BASIN 91H 15! VADE OPENING UNLESS OTHERMSE NOTED 0.X52 DIRECTION MO PERCENT OF SLOPE ----------- EAST. STOW DRAM FOR DRAINAGE TRACT BOUNDARY CURB AND OTTER LIMITS OF GRADING OUTSIDE PARKING AREA FLOW LINE A OF' THE TRACT BOUNDARY EXIST. CURB AND GUTTER SECTION LINE q Ir A CENTERLINE OF STREET OVEI�XCA1fAT1ON AREA PROPOSED BLOCKWALL 2.- 1 SLOPE 2 EXISTING PAD SC1 M4--mcn /os"I SCALE. PROPOSED P FINISHED PAD 12'* 0 VEREXCA VA 7101V (SEE /VOTE 23) 0 h LOCAL STREETS (PRIVATE) PROPOSED--" CURB AND GUI TER "-PROPOSED C1 IRR A NI) rJ 1 1; E W%. TV 1. 0 WNW or SCAt F- 1 =10 HOR 1"=5" VERT TYPICAL ROUGH GRADING SECTION h LOCAL STREETS (PRIVATE) 40* 4Q' PA 10 1 4.50 13.5' 12* 12 J* 11.5* 2 2' 3 PROPOSED PROPOSED A. C. PAVING A. C. PA WNG FINISHED PAS VARIES 1. 5Z VARIES 1.5X 2Z TO J. 4Z TO J. 4Z -2% 0 V. SL P�:111 ARM 1Z AofliV 12' 0 WREXCA VA 7701V 10Z MAX 0.2' BELOW I 'G A loft- . 15jr r rVA T ;:77 (SEE NO7E7 23)- PROPOSED FLOWCINE PROPOSED CURB AND GUTTER OUGH GRADING LINE-') CURB AND GUTTER 7E SECTION SCALE: 1"=10 HOR 1 " =5' VERT TYPICAL ROUGH GRADING SECTION "14 law r-11v1r%-x7 uffilm OG r2° 0 VEREXCA VA 7701V (sue NO 7E7 23) RNISHED PAD MATCH L I N E SEE SHEET 4 CROSS PA 4.5* 1 2 100 VARI SLOPE jg MIN 10% MAX h SCOTCH BROOM WAY (PRIVATE) PROPOSED \'--ROUGH GRADING LINE CURB AND GUTTER CTS SC4.1=1O" HOR 1"-5' VERT FINISHED PAD 12 0 MEREXCA VA 71ON (SEE NOTE 23) owss vaff r CANAL nNISHED PAD 12'0 OVEREXC1VA71017 (SEE, NOTE 23) PROPOSED CURB AND GU 1E VALLEY PAD ELEVA 71ON 2.- 1 SLOPE CANAL PAD ELEVA 77ON TRACT BOUNDARY EXISTING TO BE DEEDED TO KCWA DIRT ROAD -+4 10'* Zt EXIS71NG GROUND SECTION SCALE: 1"=5' PROPOSED BLOCKWALD L (m EXISTING GROUND' 2 2% 2.- 1 SLOPE SECTION SCALE: 1 FINISHED PAD 12 0 VEREXCA VA 7701V (SEE NOTE 23) AD ELEVA 77ON 2$ 2.- 1 SLOPE .,=RON d rV SCALE: 1 . 5 V FINISHED PAD 12 0 MEREXCA VA 7701V (SEE NO 7E- 23) EXISTING PAD 0 VERE -�' AREA ?K) =-nON SCALE: 1"=3 PROPOSED &OCKWALL n An C11 C1 JA 77nki RNISHED PAD f2" 0 MEREXCA VA TOV (5�E NO 7&Er' F' PROPOSED &"WALL PAD ELEVA 71ON 12'* 0 WREXCA VA (SEE NO 7E- 23) FINISHED PAD h LOCAL STREETS (PRIVATE) PRQPOSED,--� FLOW-INE PROPOSED CURB AND GUT/FR k%...ROUGH GRADING LINE -j CURB AND GUT7ER SECTION /GN SCALE: i =1 0' HOR\I& 1 " =5' VERT TYPICAL ROUGH GRADING SECTION h PALE LILAC LANE TRACT BOUNDARY VARIES 1 R/W 20 17 -'t30' 12' 18' 18" LANDSCAPE LOT 2 2 2-v W... 1% MIN o 2 10% MAX 1X MIN r` D 10% MAX 27a VARIES 1. 5% VARIES 1. 5 Zo 27* 2Z -JL � TO J. 4X TO 3.4% J2 MEANDERING SIDEWALK 50* MIN LBELOW--i %--0.2' FLOW-INE ROUGH GRADING LINE nNG 24" CAS LINE %clioN im SCALE: 1"=10' H0R\**44AV 1 " =5' VERT SCALE: 1' - 50 50 25 0 50 100 0 1. h LOCAL STREETS (PRIVAM) PA 40 50 PA 10. .4 ]-4.5 18* 18 7.5 4.5 20 2 0, 11111110 ftftftI' Ww VA 11xZ1Z40I .100 .40 vi es. MIN 12 00 0 MEREXCA VA 7701V OZ AfAY (SEE NOTE 23) MEANDERING SfDEWALK----- ASMVIAIMS EP I F-GEND EDGE OF PAVEMENT FS FINISH StWACE h SKY LUPINE LANE TOP OF CONCRETE OE OVER-EXCAVAION FL FLOWLINE FF FINISH FLOOR (PRIVATE) CENTERLINE FC FINISH CONCRETE ELEV ELEVATION GB 40$ DWS DESIGN WATER SUWACE 40 FINISH GRADE BVC BEGIN VERTICAL CURVE PA END VERTICAL CURVE EXISTING GROUND CONTOUR PA 10' 4.5' 4.5 z 5's P z 5,4 4.5* 10 2J* 2* EvsTw frm 2#- 2' 1'z GRADE r 12" 0 WREXCA VA 770N 'ZOPF 11AR1,1S. p PROPOSED PROPOSED `` p (SE E NO 7E 23) IZ A AN IG A. C. PA WNG A. C. PA WNG FINISHED PAD MAX i 1z g VA RES 1, 5% VARIES I 5z L . - TO 3- 4X TO J. 4X 00=100IIIIIIIIM EWES: no -L0-.2* SLOPE ix miN MAX E#VS71VG CLRB & GUI IV BE RfMOW"D BELOW F7-OWJNE 7 7 PROPOSED 10% PROPOSED ROUGH GRADING LINE CURB AND GUTTER CURB AND GU I 7E C11 ON L 4.Pl S, C 10 H OR 1 51 VERT AD ELEVA 77ON 2$ 2.- 1 SLOPE .,=RON d rV SCALE: 1 . 5 V FINISHED PAD 12 0 MEREXCA VA 7701V (SEE NO 7E- 23) EXISTING PAD 0 VERE -�' AREA ?K) =-nON SCALE: 1"=3 PROPOSED &OCKWALL n An C11 C1 JA 77nki RNISHED PAD f2" 0 MEREXCA VA TOV (5�E NO 7&Er' F' PROPOSED &"WALL PAD ELEVA 71ON 12'* 0 WREXCA VA (SEE NO 7E- 23) FINISHED PAD h LOCAL STREETS (PRIVATE) PRQPOSED,--� FLOW-INE PROPOSED CURB AND GUT/FR k%...ROUGH GRADING LINE -j CURB AND GUT7ER SECTION /GN SCALE: i =1 0' HOR\I& 1 " =5' VERT TYPICAL ROUGH GRADING SECTION h PALE LILAC LANE TRACT BOUNDARY VARIES 1 R/W 20 17 -'t30' 12' 18' 18" LANDSCAPE LOT 2 2 2-v W... 1% MIN o 2 10% MAX 1X MIN r` D 10% MAX 27a VARIES 1. 5% VARIES 1. 5 Zo 27* 2Z -JL � TO J. 4X TO 3.4% J2 MEANDERING SIDEWALK 50* MIN LBELOW--i %--0.2' FLOW-INE ROUGH GRADING LINE nNG 24" CAS LINE %clioN im SCALE: 1"=10' H0R\**44AV 1 " =5' VERT SCALE: 1' - 50 50 25 0 50 100 0 1. h LOCAL STREETS (PRIVAM) PA 40 50 PA 10. .4 ]-4.5 18* 18 7.5 4.5 20 2 0, 11111110 ftftftI' Ww VA 11xZ1Z40I .100 .40 vi es. MIN 12 00 0 MEREXCA VA 7701V OZ AfAY (SEE NOTE 23) MEANDERING SfDEWALK----- ASMVIAIMS EP I F-GEND EDGE OF PAVEMENT FS FINISH StWACE TC TOP OF CONCRETE OE OVER-EXCAVAION FL FLOWLINE FF FINISH FLOOR CL CENTERLINE FC FINISH CONCRETE ELEV ELEVATION GB GRADE BREAK DWS DESIGN WATER SUWACE FG FINISH GRADE BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE EXISTING GROUND CONTOUR FP 100.00 PROPOSED PAD ELEV. ASBUILT PAD BEV. 2' 2Z PROPOSED PROPOSED A. C. PA WC A. C PAVING VARIES 1.5% VARIES 1.5Z T TO 3.4Z O 3.4% L0.2* BELOW PROPOSED FLO W- INE PROPOSED CURB AND GUTTER ROUGH GRADING UNE7 CURB AND GU I IE J"%END & �10 :I HOR is# -51 VERT TYPICAL ROUGH GRADING SECTION 2' EXIST. TOP OF CURB ELEV. EXIST. GUTTER FLORINE ELEV. PROPOSED LANDSCAPE ELEV. amm DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE CURB NO GUTTER ..... ..... DdST. STORM DRAIN PARKING AMA FLONM TRACT BOUNDARY �...�- -.- -.-�. 2% PROPOSED GUTTER FLOUX ELEV. DQ-- X .JM,5 EXIST. TOP OF CURB ELEV. EXIST. GUTTER FLORINE ELEV. PROPOSED LANDSCAPE ELEV. amm DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE CURB NO GUTTER ..... ..... DdST. STORM DRAIN PARKING AMA FLONM TRACT BOUNDARY �...�- -.- -.-�. - EXIST. CURB AND GUTTER 1M17S OF GRNWIG OUTSIDE CENTERLINE OF STREET 22s 9% MIN 25X MAX 25C MIN SLOPE AI?IES. 16'k -MAX V FINISHED PAD 12'0 0 VEREXCA VA 710N (SEE NOTE 23) R/W - EXIS77NG BLOCKWALL FINISHED PAD 12 0 VIEREXCA VA 77ON (SEE NOTE 23) PROPERTY LINE R1GIiT-OF-WAY PAD COMPACTION LIMITS STORM BRAIN TYPE mAm CATOi BASIN NTH 15' WOE OPENING UNLESS OTHERVISE NOTED ..... ..... DdST. STORM DRAIN TRACT BOUNDARY 1M17S OF GRNWIG OUTSIDE OF THE TRACT BOUNDARY k.. SECTION UNE 7