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Home My WebLink About1.7-6444 Record DrawingTHE SEASONS YOUN.TA!!V OEW BRAVO FL flOKh GE' GB fW BR f�4JC i4o1 1.9 rH S rREEr FR f�A�l,��f#"t� P�1f3 FP f�Jtil+� PP�IIa SUI rE 2o0 � 5�U AN TI T1S�.RAn�[= ITSI� %GL.Lr1 CA . 9JJOf � aISrIW n�n .,+.�,.r(747.fl�^„� - c�v� �.'�T��/'�f """""' '(j cvu � rc� l�+�J,�%Js` ��i 1��,�i DF344v FcrMW OH 0 WIA%M POWR . WANITIES swvrN e€l.vw ARE FOR GRG PERMIT .ADD' SHALL NOT BE tlSD FOR 81100411NG AEirtlL OR SECTW Mt 'R • {• EX67P4G EDGE OF PAWMEW PURPOSM IW COM*MACTdR S441MLL WACE NHS ow ESl'NrIATE OF *JANIIIXS FOR 84CUC?04G THkS PROJECT, +� L47AdL St,(EET G�4i�N f�SED S�.f�'.�Ab' LW Cl7f�N ALL i K HO W-ANIAN HOMES. LOSS DUE �`O C�.E,4�NG J�ID dR�G OF THE SITE. THE �F�i 4540 CALIFCPAVA A-WENUE EWC�MIEER MAKES i�4I �V►At�TY AS �1NT]C!#�A't'�D SJ#it�KAte FACTOR. SUl TE 2DU BAXERSFIUA CA . 9JJ09 EXCAVATION 306,0.04 G.Y. ' �9�9� 244-93-30 - OVER-- EXGAVATIQ�N i11,t�00 C.Y. *FILL (INaLUOES OWR-EX) 36400M cy. COWACIION FACTOR* 115 � mill lam' B � N CHBAR � USED*, PROJECT v�€cr ACREAGE 1 s3.s4 AC. *COMPAC.TED + ALL QUANTIE5 ARE IN-PLACE VOLUMES. MW A 0V OF PAMV A. A '' � A' Akk 1101 AIIEVORXID hV PM X. 5J�w P& f j' " N- 7W OrfAX OF 7AC &W COWTY MV AAV- 51,50" F" tX '` " X y 178 AAV LiW PUMP A PCW?W, OF 2W AO?N A44F OF ZCMW 7 T 2Y S., R, 29 E., Mm 0-Me, AV M aTY Of* &W47SMAP COWTY Or AM, X C A& , rr' 6 Fir im � rmlow - AN ? --- 6- q (I (f N M O Qi �0 to Q NOTES FOR GRADING PLANS IN THE- CITY OF BAKERSFIE I GRADING PLAN S to ALL GRACHNG AND SITE PREPARATION SHALL CONFORM TO THiS PLAN AND SHALL CONFORM NTH APPENV�X CHAPTER 33 OF CAUFORNIA SULD4,NG COOE AND STANDARDS PERTAINING THERETO AND THE GEOTECHHCAL I DATED ME- 200& AND ENGINEERING iNVES11GATION PREPARED BY lx4i WONE-m- I SIGNED BY &=RT I REM, SHALL BE MADE A PART H�EREON. 2, ALL DESIGN ELEVA11ONS SHOM A-RE TO FINISH GRADE, 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING THE PAD AND PA)ANG AREAS TO OTHIN 0.1 FOOT OF SUBGRADE. IF SUCH AREAS SHOULD IRE FOUND TO BIE MORE THAN 0.1 FOOT FROM THE DESIGN SUBGRADE ELEVATION A R COMPLEMON OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THE GRADING AT NO COST TO THE -OWNER. 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PORMITS BEFORE START -OF CONSTRUC110N. A PERMIT SH ALL BE OBTAINED FROM- CITY OF BAKERSFIELD FOR WORK TO BE DONE tN THE CITY RIGHT—OF—WAY. 5, UPON COMLPLET10N OF GRADING AND BEFORE TO START OF CONSTRUCMON, A FlNAL SO4LS REPORT COVERINt THE SITE PREPARA"nON AND GRADING SHAL- St SU8MITTED. TO THE ENGtNEER Am BUILDINito DEPARTMENT BY THE SO4LS ENGINEER. .R 6, IF A PROB M OR CONFLICT SHOULD ARISE DURiNG THE COU! SE OF THIS PROJECT, IT IS THE RESPONSIS;LITY OF THE Q*NER OR THE GRADING CONTRACTOR TO NOMFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK, 7. ALL GRADiNG WORK SHALL BE SUPERVISED AS so ENIGiNEERED GRAiXNG" IN ACCORDANCE WTH APPENDIX CHAPTER 33 OF CALIFORNIA BUIM.NG CODAE6 THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERMSORY CONTROL DURiNG GRADING AND CONSTRUCTION TO iNSURE COMPLIANCE VATH THE PLANS,, SPECIFiCATIONS AND CODE %THIN HIS PURMEW, 8, 'DUST CONTROL.- IT SHALL BE THE CONTRACTORS RESPONS18JUTY TO PREVENT A DUST NUISANCE FROM ORiGINATING FROM THE SITE. OF WORK AS A RESULT OF HIS OPERAIIONS DURIK THE EFFECTIVE -PERIOD OF THIS CONTRACT. CONTRACTOR SHALL OBTAIN A PERM�T FOR- WITIGAT10N OF DUST FROM THE SAN JOAOJIN UNIFIED AIR POLLUMON CONTROL DISTMCT. CONTRACTOR SHALL COMPLY '00TH ALL REQUIRIEMENTS OF SAID PERMIT. PREVENTAlIVE MEASURES TO BE TAKEN BY THE CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWNG: A. WATER SHALL BE APPLIED TO ALL UNPAVED - AREAS AS REQUIRM TO PREVENT THE SURFACES FROM BECOM;NG DRY ENOUGH TO PERMIT DUST FORMATION. B. PAVED SURFACES OVER WHICH VEHICULAR TRAFFIC IS PERMI D TO TRAVEL SHALL BE KEPT FREE OF DIRT, 9. THE CONTRACTOR iS RESPONSIBLE FOR VERIFICATION OF THE LOCA110N AND DEPTH OF ALL EXISnNG UTIU11ES PRIOR TO BEC4NNtNG OF ANY WORK. CALL U.S.A. (1---800-277-2600) PRIOR TO ANY CONSTRUCTION OR EXCAVATI ON a 10. THE SOIL ENGINEER SHALL PROADE SUFFICIENT INSKCTIONS DUR11NO THE PREPARA110N OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF THE FILL TO BE SATfSFIED -THAT THE WORK tS BEING PERFORMED IN ACCORDANCE WTH THE PLAN AND APPLICABLE CODE REQUIREMENTS. ll. EXtSTING UNDERGROUNO UiNES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE %TMIS ENGINEER IS NOT RESPONSIaLE FOR POSS;SLE ERRORS OR OW#SSIONS AND IT SHALL SE THE CONTRAC RESPONS161UTY TO VERIFY LOCA11.ON Of ALL U11LITtES PRIOR TO CONSTRUCTKN, 12, DURING GRADINGs REASONABLE SEARCH-ING SHALL BE PERFORMED FOR CONCEALED SURFACE It OBSTRUCTIONS. ALL ABANDONED SUBSURFACE OBSTRUCTIONS SHOULD BE REMOVIED...F TRE TERM04US OF ANY ABANDONED PIPING tS OUTSIDE THE PROJECT U!WiTS, THE P11PING SHOULD BE REMOVED VATHiN THE PROJECT AND PROPERLY CAPPED AT THE PROLIECT SCWNDARY. 13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COM:rPLETE RESPONSISiUTY FOR JOS SITE CON0111flONS DUfMG THE COURSE OF CONSTRUCIl®rtil �NCLUOIING SAFETY OF AU PERSONS AND PROPERTY,, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY THRCXJGHOUT THE PROJECT AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND,, INDEMNIFY AND HOLD THE OW4ER AND THE ENGINEER HARMI FSS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION VATH THE PERFORMANCE OF WORK ON THIS PROJECT. WITH THE EXCEP11ON OF LIA84UTY ARISNO FROM THE SOLE NEGUGENCE OF THE OW4ER OR THE ENGINEER& 14, THE STAKING AND MARKING OF THE PROJECT SHALL BE DONE ONLY ONCE BY THE OWNER AND ALL RESTAKING OR REMARKING SHALL BE DONE AT THE EXPENSE OF THE CONTRACTOR. 15. ALL ONSITE OR OFFSJTF- OBSTRUCTIONS SHALL BE REMOVED BY THE CONTRACTOR -AT THE CONTRACTOWS EXPENSE. 16. ANY EXIS71NG liMPROVEMENT OR UTILITY REMOVED, DAMAGE OR UNDERCUT BY THE CONTRACTOWS OPERATIONS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE ENCANEER AND APPROVED BY THE CiTY OF-BAKERSFIELD AT THE CONTRACTOR'S EXPENSE.. 17. FALL CUT AND FILL SLOPES SHALL NOT BE STEEPER THAIN 2 HORIZONTAL TO I VER11CAL. -ON AND GRADW-G SHALL BE DONE UNDER THE SUPERMS110N OF THE SOiLS ENG04EER. THE 18. SiTE PREPARAII 'SOILS ENGINEER, DESION ENGINEER, AND BUILDfNG OFFICIAL SHALL BE NOTIMED AT LEAST 48 H"S PRIOR TO PLACING OF ANY FILL MATERIAL4 19. THE SITE SHALL BE CLEARED OR GRUBKD OF ALL VEGETATtOiN, INCLUDING ROOTS, LOOSE FILL, TRASH AM OTHER DELETERIOUS MATERIALS. ANY HOLES OR VOIDS LEFT AFTER THE REWOVAL 'OF TREES, ROOTS, mc TANKS, ABANDONED FOUNDATION1,13, PiPELINES OR THE UKE, SHALL BE F;LLED AS REQUIRED BY TH E S01,LS ENGINEER4 20, ftL MATERIAL SHALL Bt SUBJECT TO THE SOILS ENGINEEWS APPROVAL., 21-h ALL F;LL SLOPES SHALL NOT TOE OUT WITHIN 12 FEET HORIZONTALLY OF THE TOP OR EXMTING OR PLANNED CUT SLOPES. 22. THE CUT AND FILL QUANT111ES ARE CALCULATED USING A COMPACTION FACTOR OF THE ENG#4EER MAKES NO WARRANTY OTHER DIRECT OR IMPUED THAT THIS WILL BE THE ACTUAL COMPACTION FACTOR. IF A DEFICIENCY OR AN EXCESS OF WL ARISES, THE GRADIHG CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER, WHO SHALL DETERM,11NE IF ADJUSTMENTS CAN, BE MADE TO ;MPROVE THE BALANCE ]BETWEEN THE CUT AND FILL. 23. THE CUT AND FILL QUAN11IIES SHOWN ON THIS PLAN ARE FOR PERMIT PUPOSES ONLY, THE CONTRACTOR SHALL., AFTER EXAMiNING THE PLAN., SOILS REPORT AND THE SITE TERRAIN, PREPARE RiS NO PiPJC:E FOR THE PROJECT:, BASED ON. HIS OWN EARTHWORK CALCULATIONS* 24. EXPORT MATEPOAL SHALL BE DISPOSED OF AT AN APPROYM SITE COORCHNATED WTF THE INSPECTOR AT T14E 11ME OF GRADING-4 25. IF THE CONTRACTOR IS IN DOU9T AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICAIIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWNGS, HE SHALL SU9MIT A WRi N REWEST FOR I AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 26., THE CONTRACTOR SHALL COORDiNATE WTH THE INSPECTOR AND THE ENQNEER THE LOCATION OF THE i -UCTION.- 13ORROW AREAS (If REQUIRED) PRIOR TO THE BEGINN�NG CONSTR 274 IN THE EVENT CONSTRUCIION STAKING BASED ON CONSULTAN-rS PLANS, DRAWNGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLiENT AGREES TO H= CONSULTANT HARWLESS'AND RELEASE CONSULTANT FROM ALL LIABIUTY ARISING FROM THE USE OF SAID PLANS, DRAWNGS OR OTHER DOCUMENTS. 28, ANY TRENCHING TO BE DONE *THIN THiS PROJECT SHALL BE BACKnLLED AND COMPACTED IN ACCORDANCE WTH THE CITY STANDARD DETAIL S--*22,. 29. SURFACE DRAINAGE SHALL BE 1% MINIMUM, EXCEPT AS WAIVED BY THE BUILDiNG OFFICIAL, 4 30, IT IS THE RESPONS1,18JUTY 04F THE DEVELOPER- AND HIS GRADING CONTRACTOR T04 A, FAMUARIZE THEMSELVES NTH THE FOREGMG RECOW&NDAMONS, B, NOTIFY THE ENGINEER WHEN SITE PREPARATION 9EQNS AND BEFORE THE PLACEWENT OF FILLSO C. INFORM THE ENGNEER If ITEMS CH MIGHT EFFECT FOUNDA11C*4 STABILITY ARE ENCOUNTERED DURING EARTHWORK OPERAT11ONS SO THAT THEY MAY BE TREATED UNDER HIS 04RECTION .(THESE MIGHT INCLUDE BURIED TRASH OR VEGETA110N., PIPELINES, ABANDONED %ELLS, OLD FILLS, ETC.) 316 FL0001ING, JETTING OR SIMILAR CONSOLIDATION METHODS OF COMPACTION SHALL NOT BE PERMiTTED. 32, ANY AaANDONED WELLS ON THE PROPERTY.DISCOYERED DUPJNG GRADiNG SHALL BE ADEQUATELY CAPPED IN ACCOROANCE VATH ALL APPLICA&E CITY, COV4TY AND ST4TE OROWANCES, 33, A BERM OR DRAWAGE SWALE SHALL BE CONSTRUCTED ALONG THE TOP OF ALL CUT AND FILL SLOPES To PREVENT RUNOFF FROM GOING OVER THE SLOPE. THE -FACE OF ALL CUT AND FILL SLOPES SHALL BE PLANTED WITH A GROUND COVER -INDIGENOUS TO THE AftEAl* 34. UNLESS OTHERWISE SPECWIED IN THE GEOTECHNICAL ENGRiEERING iNVES-nGA110N, GROUND SURFACES TO RECEIVE CC*4CRETE DRIVEWAYS AND BITUMINOUS PAVEMENTS SHOULD BE SCARIFIED AND COMPACTED TO A M A MINIMUM DEPTH OF TWELVE INCHES (012*) BELOW THE EXISMNG GROUND SURFACE IN AREAS TO BE FI Dw COMPACTION IN PROPOSED PAVEMENT AREAS SHOULD BE TO A WOOMUM OF NINETY—FIVE PERCENT (95%) OF TIHE MAXWUW DENSITY AS OBTAINED BY ASTM TEST METHOD D1557-78, METHOD A. AND SHOULD EXTEND TO A. MINIMUM DISTANCE OF TWO FEET (22) MYOND THE OUTSIDE EDGES OF PAYEMENTS. 35. ALL AREAS ON THE SITE ON *HICH STRUCTURES ARE TO BE PLACED MUST E3E CCWPACTED TO NtNETY PERCENT (90%) DENSITY FOR A MIMMUM DISTANCE OF FlW FEET (5") BEYOND IHE OUTSIOE EDGES OF THE FOUNDA'nONS OF THE STRUCTURES4 THE DEPTH OF OVER EXCAVATION AND COMPAC11ON AND COMPACT04 IN PAD AREAS SHALL BE ONE FOOT BELOW EXISTING GROUND ELEVATION. RE—COMPACTION OF OVER—EXCAVATED MATEMAL- SHALL BE AT LEAST N;NIETY PERCENT (90%) OF MAXIMUM DRY DENSfTY, 36, ALL FILL AREAS TO BE CLEARED OF ALL VEGETATION AND OTHER UN SU I TABLE' MATERIAL FOR A STRUCTURAL FILL AND THE AREA SCARIFIED TO A DEPTH OF 6 37, FILL AREAS SLOPING STEEPER THAN 5.-1 SHALL BE KEYED AND BENCHED TO SUPPORT FILL� 38, FILL MATERIAL SHALL BF PLACED IN -LAYERS NOT EXCEEDING 6" tN COMPACTED THICKNESS AND COMPACTED AT OPTNUM MOISTURE CONTENET BY APPROYM METHOD. 390 ANY FILL'TO BE COMPACTED TO A WNIMUM OF 90% MAXIMUM DENSiTY AS DETERMINED BY C.B.C. APPENDIX CHAPTER 33 AND SO CER71FIED BY TESTS AND REPORTS FR%ron"wa SO4LS ENOWER, *0* UNAUTHORIZED CHANGES OR USES: THE ENC4NEER PREPARING THESE PLANS VALL NOT K RESPONSIBLE FOR2 OR LIA&E FOR, UNAUTHORIZED CHANGES TOl OR USES OF, THcESZ PLANS, ANY AND ALL CHANGES TO THE.1.3.1rh-.7 PLANS MUST BE APPROVED BY PINNACLE CIML ENC4NEERING, INC 41. PURSUANT TO SECTION 3317.8 OF THE CAUFORNIA BUtLDING CODE, W Twl'_`�* CIVIL EN01WER THE S4C9LS ENGINEER, .Oft THE ENC4NEERING GEOLOC4ST OF RECORD IS CHMGM DURiNG GRADtNG-f THE WORK SHALL BE STOPPED UNIIL THE REPLACEMENT HAS AGREED IN WRiTING TO ACCEPT TWIR RESPONS1131LITY VATHIN THEt,R AREA OF TECHNICAL COWETENCE FOR APP*OVAL UPON COMPLE110N OF THE WORK. IT SHALL BE THE DUTY OF THE PERWTTEE TO NOTIFY THE BtALINNG OFFICIAL tN WRITING OF SUCH CHMGE PRIOR TO THE RECOMMENCEMENT OF SUCH GRADiNG. 42. If THE PROJECT IS SUBJECT OT THE PROMSIONS OF-lW+MAQolA_L POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES),, A NOTICE OF INTENT' (NO) TO COMPLY WTH THE TERMS OF THE-GENERAL PERWT TO ENSCHARGE STORM WATER ASSOCIATED VIRTH CONSTRUCTION ACIMTY (WO ORDER NO 92---C?'%'6`-DWQ) MUST K FILED VATH STATE WATER RESOURCES CONTROL SGAM IN SACRAMENTO SEFOK THE BE%rT;4,"v`"6-%`G OF ANY CONSTRUCTM ACTIVITY* COMFIUANCE ago VATH THE GLW.RAL PER,k*T REQUIRES THAT A STORM WATE.R POLLUT" PREVEN-nON PLAN (SWPP) BE PREPARED CON'TINtUOUSLY CARRtED OUT, AND ALWAYS BE AVAKA0.1 FOR PLELic k. PECTION DURING NOR AL CONSTRUC110N HOURS% 43. ANY OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUSUC *OWKS DEPARTMENT FOR ANY W"K PERFORh#ED WTRN EXISTN14G ACCEPTED STREET. RIGHT OF WAY, U.NLESS SECURED BY A SUBDIMStON AGREEMENTp SECURITY BASED ON AN APPROVED ENGMER'S ESTIMATE FOR THE WORK PERFORMED WTHN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL K PROYIDED PRtOR TO ISSUANCE OF A PERMIT. PAWWAY. SLOPE PA rA= *_� �4cl 2* PAD COMPACIN)m um4TS Flf# PAD H A 1 2V 611� EXISTM GROMID V JR/w PA 4. -b d F d. I 1 4 a . . . 1� p r i d p STORM DRAIN - 4 I L, - — — " —. ". , m mml & * , , -f F I . -L I P P J L L I P J . � C K I . I L . CONSTRUCT TYPE GCP PIFIE INLET PER CALTRANS STANDARD PLAN 075sp v Rp 64� 'Wft I "4L 4 A %.- d lb 5 %16 141.1 % m 11. il 111111 qq% "%% 4 w p k 41 1p 16 IL d p VAL., p d. 41 arr" PAO r d L FWAL F049HED PAD* AW GRADED SWALES� AS SHOWN ON DETAL -OME OF. SMALL SE UNSTRUCTED BY MAD" CONTRXCTOR AT MUSE ccmTR-ucr?_m- 2, GEWRALLY THIS PLAN PROYM FINSHED GRADE ELEVAT11ONS AT KAR LOT CORNERS AND FRONT PAD PREPARATION LUTS, SUCH 0 91%0 THAT OW-PLE "NT SWALES MAY Wl ACAENM HOVKWR, AT SEUCT iCRIXAL LOCA110W, FNSHED PAJ) ELEVATONS ARE SHOWN ON PLAN m ROUGH GRAD4NO UNE — SEE APPLICABLE SEC11ONS R/w 106---- - db ilw a HY� k . — -------- 0-01 P/L 96*-, 3_0 & P/L PAD CCUPACT-M LUTS FILNJ SH PAD EXISIM QvDum 2 e G Lfql , VILA -11 7,4 fl� 7k, . i 96*-, 3_0 & P/L PAD CCUPACT-M LUTS FILNJ SH PAD EXISIM QvDum 2 e G Lfql , ----------- R/W AM1. 4� LAWSCA,K STRIP , C/L FUTURE TrE *14 GLOCK %XL aw TYPE W CUR16 * CUM- R Iod MEV AN WIVS 2 W/ 5,57 WE SIDEWALK L ►R AI-r6. U NE Adw Ljvm Av;r • GRADWG OF NANIELMDe MASTERSON, PALA6!'1140* AND PANORAMA TO PIE *KRFOR"D* SEPARATELY WTH STREET IMPROVEMENTS NOT IN CONTRA" 1 RlrW, 0� WA Y 10" A?1W & PALA01, 0. DRIW ONELAN ROAD, AWAS AOr M AD01. 47 R/W LAWSCAPE 1 w JEW ri FUTURE BLOCK WOU GRADE: tJNE ,a== fi_Q&7 GRADWIG OF V10WIAODo MASTElW)N,, PALA"NO* AND PANORAMA TO SE "PERIFORME06 SEPMATELY VATH SIREET WPtROYEMENTS — NOT IN COWRACT.' R/W AWL C R/W UADSCAPE s1w FUTURE r� 24" VA RAES CA 44i VARIES S"WA (MEANDEMKG) COMPACT UNDCR CuRS., GUTTER A141) &DEWALK (TYP.) 6" "-. TO 9019 M AX. DEN S TY. * SEE C,0,8. STD. OW S,27 F04R SLOPE PARAMMItS i3R ADE LINE CA ■ R/W RJW 4 U&DSCW sm �woCkC **L M w owslm WWD WN ii S T %MWMENTS CA R/W 30 26 205 10 _3! rs'" TYPS * 8 " CURB & GU VER I 2 6 ACLK Mo. W/ 4-5, MOE SVE — 2119 A*, 2% mov w R/W 4 LANOSCAPE STJW mc BLOCK WALL TO SWEI tSTWXTO WI-114 ..... ..... 7 s `� 41 � � �-- LOT GRAOE LOC 20' VARIES 4.6" 1 So TYPE `90 CIJRS & GUTTER 2% Id Ilk. 0-207 A.C, PAVtNQ OWR 0.70 AG*. BASE OVER 0.56 NAT. QRCU#0 COWPACTO TO 5;5X GRADE LINE MLAX. DENSl Ty" 75 ** RIGH rwIIIIIIIIIIIIIIII CFmfta WA Y r,A Cr A� AF-C r PRnAkrAITom?Y CIRCLE CA AOOT M savr (PR /tU 7r) 9- DrAWL-K (L4EAWC0*WlG) 39 DETAIL ftS WET D.20' A.C. PAVWGWR 0-70" A4G. BASE R'+" OwW NAT. GROUND COWACTED TO 96X GRADE LJNE MAX. DENSITY. 6Oa RIC WA Y LOCAL -Sma7r__ 2 0017r IV lqlqwvr (f'Rl VA Mr) 12 w CCWACT LX%MR CIL", GUTTER AW S11DEW" (TYP.) Sm WN, TO 20% MAX. DENSITYL * SEE C.O.D. STD D*Go S4"27 FOR SLOPE PARAMETER'S an �L e TYPE *Co ROUL TO 02V A.C. PAAWG OVER 0.50 r �CQ�PJ4C'F UNDER CURGs Cft ANO QJTTER PO AW, aASE OVE 0.60 NAT . G A LA ft a I C.OL 370. 3-1. GRAOE LINE G*000 OWACE TO 95X MAX. DENSTY. {rrp.) OAP tea. TU 90r MA►xd DE"TY, SEE: 10.0.8* STD. DVa S-27 27' R�CW Ate-- *4 Y FOR SLOPE PARAMEMNS T�+'C�.. �E',"Nl�"i�L A LLEY SEC77ON ---------- AVJr ?r,; - Vkif 01, r ?A IVA&) rW v 17 nom r TYPE lcl RIM ylop & WIX.R 01 ChOvil, STAWAM 13-1 Tw- &WNW VEHICLE lro TURNOUT AREA $tat I TW. 20% Ira ��. RESIDENTIAL ALLEY � Y v — — R,iW—OUT � FQ4 £IAfRI,�NCY 4EI,NCL£5 CST— r �v (PRI VA 7F) i 41 47 PAVED AWA .' .1,7 rmc l6m" ojpo (TYP4,.) LAMACAPE IUD VIM -A IFLOWJO.-- 4!* RMOL lKM Ac W TMR ice! i FfR e qoXNAW6 0_0.* bmww -.Wpw W�w Fpw- --b"IIIIII wqmow A%~ iii -domm No~ -%p m. -r-a- qpow FUTUOf 10W_ VECLE I F TURN—OUT LOT QME LOC ARE:ok -m- dOPW p wa 101 TV. �� RESIDENTIAL ALLEY nA1V —AUT roo? y bfH�[x£S PARAC/NG A40r M x�tr (AWVA �T) 4,00' WDE LANOXAPE F EEN. T R/W all Hi GH CONIC. BLOCK WALL 107 SLOCK WALL ft SE COW"IED SMT 0M)CWNTS ,�" tom' � �.�r FlNil %HED —2:1 MAX — 2% MIN, I WIN. BENCH RE IF THE ELEVAMW OWFERENCE IS LESS THAN I FOOT. Fl N1 SHED PAD OR LANDSCAPE ELEVATION FIlNl%I PAD OR LANDSCAPE ELEVATION ACT IV 41mr- LANDSCAPE AREA pr CONSTRUCT TYPE M CURB PER C-0,9, ST-18 *W4EN PARKM� OCCUR'S NTH EMERGENCY R VEHICLE TiJ NOUT M , THE C. L. TO F-L WOTH SHALL BE 23.5" & THE WNmWJJW PARKING SPACE DCPTfi VALL BE 19 19 111, PARKIN G OCCUR S VATH OUT EVTO, THEN OTHOR DIMENSIONS W:U. APPLY. BMW REWRED IF THE ELEVAMON c E iS Lms THAN I FOOT 0411 t_mjo�cAK iEuv*4noN d, a AT. W�wmh, M o 50 rt 15, FINISHED PAD ON LAWSCAPE LLEVAMON s �ru A II PIL C4 %A 0 iu pr CONSTRUCT TYPE M CURB PER C-0,9, ST-18 *W4EN PARKM� OCCUR'S NTH EMERGENCY R VEHICLE TiJ NOUT M , THE C. L. TO F-L WOTH SHALL BE 23.5" & THE WNmWJJW PARKING SPACE DCPTfi VALL BE 19 19 111, PARKIN G OCCUR S VATH OUT EVTO, THEN OTHOR DIMENSIONS W:U. APPLY. BMW REWRED IF THE ELEVAMON c E iS Lms THAN I FOOT 0411 t_mjo�cAK iEuv*4noN d, a AT. W�wmh, M o 50 rt 15, FINISHED PAD ON LAWSCAPE LLEVAMON s �ru A II PIL I . . ,..rid . . . I . . - - - - - I . � f.. 01-004 go - --------- __ . - _ � I - . 11 , j ,., , - I . I . I m -7, I • . I I 16 f f f . +I I 0 \ I 0 er 7' r > . f i :_4 0 -------------- . __ - - --.r- ? .f / IL 10 1 -4 i i I N\ f %. / r/ / I I �3 95- 1 - - - % - .,� �.,r . - � , / / � / .0 I j (A .1 I _W___�_ , . I Q, '! -r --. .1 I I Q / - / / / If �1__ - . i * ;o 0 _/ j . I x / . . 0 ? ,-% rn j 0 1 . . 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