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HomeMy WebLinkAboutTract Map 31898 Lot 118-121 Precise Grading PRECISE GRADING PLAN GRADING NOTES: 1. ALL G 4aW AND REZAITD AC71N7)a SAWILL CaWDW TO 7W GWM, EROS112W & SMMW CONTROL ORDINANCE N0. 04--04, AND /F APPLICABLE, TO STATE WATER RESOURCES CONTROL "RD IMIDES GENERAL PERMIT fi7YR COAIST M77ON ACTINTIES. COURT YARD at WOLF CREEK SAWL REDHAM�Y PARKWAY 2. d��11/L/M OF 0.2' D�fEP0A6L� CN1RL�1FD BAMN/M� F AWAY fJ4�OM TH1Z M016F W�OF � T�� N� 5 PROJECT SITE GMMV SLOPES. fYINISH GRADE SHALL SLOPE AWAY fROM ALL EYTD?IOR WALLS AT NOT LESS 7MN 1/4" PER FOOT FOR A Aft/MUM OF ,3 fFET. MODEL SITE TRACT�• NO. 31898 REDHAW PARKWAY 3 Arw17NICAl/ CUT MID fnL SLOPS SAWILL ff 2.•1. ilk 4. P!?IONW, AS APDL Aff& 99OW DflnWS DE.' ALrD 70 Cn"E`Y wo-TEAR STORA( ROMS, LO S 118 121 rq AUHgGAM' PARKWAY NORTH OR PRONDE GRADED BERMS, ALONG 7HE TOP OF ALL GRADES SLOPES OVER 3' AN VERTICAL HEIGHT OR THAT ARE ARIACENT TO GRADED AREAS M DIRECT SURFACE RUNOFF AWAY FROM THE TOP � � .9 MMCF VALLEY RrND SLOPES. cr -� 5. ALL OR4 MVG SSWL AF DOW [#AW-R 7HE St#YRMVV OF A RED57EWD CML E1VGWER, SiO& FWNEER, OR E7'VIGINEMAIG GEOLOGIST NE,V SHALL CERTIFY THAT ALL f1LLS HAVE BEEN PROPERLY RA/A" CAN)I MV PARKWAY PLACED AND #W SHALL SUBMIT A RML COMPACTION REPORT fOR ALL RILLS OWR P DEEP. 6. A REGISTERED CM EMCMER SAPILL SM5N#T TO 7W CYIY OF IEAIlECUU'S PUBW NORKS DEPARTMENT A 11R 7FN CERTIf1C47IOMV OF COMPLETAW OF ROUGH GRAD/NG IN ACCORDANCE MAP WO'TH THE APPROPED GRAD/NG PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CLrRTIfxCATIIDN SHALL BE 74 LINE, GRADE, ELEVATION AND LOCA11►ON OF CUT/f1LL SLOIcM Wfflim MOW GME AG 979-DS 7. f7WL COA0PACTUN REPORT MILL BE REQUIRED FOR ALL RUS GyPEA7£R NW ONE fWT. A ALL 6AMDhVG SWILL BE DOW AN COWFORAUAt'F WTH RE"CGIIAIII< 04T117Ws OF Th►E PIRLZANM1W RY SO&S AHSTICAT N BY PEM GEOTFChWrAL, AVC. (PRa/ECr AA9 400622) LX7FD 9-20-01. 7*V SETT GIF THE f1/WL COMPACTION REPORT SHALL BE SU9Ml17FD TO THE PUBLIC #VRWS DEPARTMi/ENT _ �/�/ ='--� -__ CONSTRUCTION NOTES: QUANTITIES MF XH SHALL INCLUDIE FOUNLMTIOW DES/GN RECOMMENL04TIONS AND CER7ICA17ONS THAT GRADA'WG ---- MS BEEN DONE /N CONFORMANCE #nH THE RECOMMEN0477ONS OF THE PRELIMIMRY SOILS REPORT _ 01 CONSMtVT PRIVATE DRAW THRIAWH CUAW PER C.O.T. STD. 303 3 EA. 9. nW C1�WTRA TOR SELL AVT)rY THE PlJ15EAC OORKS DEPAR7AlEW AT LEAST 48 Awn AN ADMANCE � � -_ _... - Q � ��--_ MODIf]ED PER DETAIL SHOWN HEREON. REQUESTING fbVISH LOT GRADE AND DR41NAGE INSPECTION. THIS INSPECT ON MUST BE APPRIOkED � r _-,r . ._._ - - _,_ - _ � Ve � '�_._._.� PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. �.`. �` . 1 / ? __..._ Q2 INSTALL 12"x12" GaRA1F PER N.D.S. ,x'1110 OYP EQGWIL. 4 EA. PUBLIC Mn,R�rs DIEPAR1AlLrNr PIMOWE• (9109)6'94-6411 INSTALL 8" PVC (SCHEDULE 40). 204 L.F 10. CUT AAV fXL StOFE3 SAALL BE PROTECTED WN A CO~7XW OFER0SAOW AAV SEDINIEM I _.._1y � "-- e_�_ �� Q AN57ALL 1"x 4" REDN't7101D HEADER. 199 L.F. CONTROLS 70 PR07 FCT THE SLOPE fROM EROSA N AND INSTABILITY DURyA/G THE GRAD/NG Pf�USE: �' _-_ y'..._ CONS'TIPL�GyT 3"" A.C. OVER AtA 11VE SOC. 5,125 ' S F. Q 11. PIOST-GI�IOMVG ACTMn S SH&L A�VCLUDIE, BC/T AVT 70 BE LWTSD 70, ANSTALLA'VG, MO'�LW API° AN&E, i OROUNDCOVFR, TREES, SMRUSS, OR A C�OMBIM77ON THEREOF IN ACCORL10INCE WITH CITY CODES' --_.1 INSTALL COACRETF M' M STOPS. 13 EA. PRIOR TO THE APPROVAL OF f7AWIL 1A PFCTIONI. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE I PIFRV*4E]Nr NR CATION SYSTEMS M'7TH SACKfZOW PREWNPION DEMES PER THE U.P.C. G10NS7RWT 5" A.C. DVMT PLr1P C.O.T. STD. 214. 86 L.F. 12. AlU AMTS W SAWKL AVT BE PLACED ON EX/SP)W GROrMN/D LA'M 71,E GROUND HAS &EN GYEARE"D 8 C0N5MtVT 4" COMVICRETF SJDEIYALK PER c.o.T. Sm. 401 521 L.F. OF #'£EDS, DIEBR/S, 7VPSCVL, AND OTHER DELETERIOUS A MTERML. AF STEEP SLOPING TERRAIN OCCURS - - 070V #RICH RLL /S TO BE PLACED, THE 7FRR41N MUST BE CLEARED, KEYED, AND BENCHED INTO (2% MX CR105S' SLOPE). fTR V M AIRAL S6k f OR f ULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR I MODEL CONS7RUCT COIMCRET£ RESI ENnAL DRIVFWAY APP"CH 844 S.F. ENGINEER/NG GEOLOGIST SHALL APPROVE PLACEMENT OF RLL. IO ,1 21 PER C.O.T. STD. 207. 13. 7FNI 0RARY DIR M6F SHALL AIF PRIONDED 0ML PFRW IMENT DIRAA'WIGE STRL+ICTUI4ES ARE AfSTALLED. I I MODEL I - PRIO7FCP`W MEASURES' SHILL BE IMPLEMENTED TO PR07FCT AD/0/N/NG AND D�OWINSTREAM PROPERTIEY e s LOT 12 1 CONS T tVDECORATIVE PAVER PLOP MANUFAC7URER"S REC WDVV�I TIIOW. 3,556 S.F.I fROM SILT DEPOSITION AND PONDING WATER DUR/NG GRAD/NG OPE AA77ONSWATER 9U.. e e ® e ® 2C 14. DUST ,SEWILL AF COWT141aLLED BY AILrTI�KJIDS APPRIOVEI7 BY THE CYTY �Q INSTALL H�IMDR4/LS AT ENIRAMCE AND E�1'lT AT SMILES OfFI►CE PER 28 L.F. I - = A.D.A. REQUIREMENTS: M\A 15 S7AN17Y CALCYAATUN5 W7H A FACMR-0IF-S4FE7Y GIF AT LEAST AME ADHD fw- 1.5' SAMLL I I s :� ,�: • 1�OV7NS( � MOD S I ----- �- - 1� PA/IVT 4 SOLID MEl/IF PJ�IRK/A�G LANE 252 L.F. � SUBANTTED TO THE PC�AC MIORKS DEPARTMENT BY A REGISTERED CML EVIG/NEE1'P, SOUL ENGINEER, - . : .-= 48 GMP ENGINEER/NG GEOILOGIST fOR CUT AND RLL SLOPES OVER 30' IN VERTICAL HEIGHT. I PARKI GI 1 PA/NT SOLID BEIM HANDIIGAP PARRYING SY11/6bL 3 EA. II Q 16 A REGSTMO CP4 EW NEER OR L/CEWSED LAAO St#W)t7R SEWILL S[/19NI1'T CS TIf11GA7V N OF BUILDING PAD ELEVATION. #HER£ SPEC*7C ELEVATIONS ARE REQUIRED THE EZEVA RW RLWCT � I N � PA/NT 4" SOLID BLUE I�GWDIVAP STRIP£ • 2" O.C. 3 EA. TO MEAN SEA LEVEL) SHALL BE G/VLFN. IIF AN ELEVA7XW #'77H RESPECT TO ALLIACE7VT GROUND I SLI I 11J - 1� PAINT SOLID #'H/1F "NO PARK/MG" 12" AM U77MW 3 EA. SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOW THE ALLOCENT GROUND SHALL BE GIVEN. U I I W MODEL VISIBLY LOCATED TO TRAFFIC ENFORCEiMENT (SEC. 112918.3). I MODEL Z LOT 11 � 17. MSyIOYV AMO SEDVAIlNT CONTROIL. THE PM= SHALL ABIDE BY nW AFOUR£MEN75 OUTZA'VED AV I THE CITY OF TEMECUU GRID/NG, D?OSION & SEDIMENT CONTIPr X OM?DMACE W 04-04 THROUGHOUTI I OT 11 THE DURATM OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT f17R W I I I LEGEND I - CONSTRUCTION AC71 WPfS, IF APPLICCABLE. ICL 19 EX STING DRPAA 06E COKRSES SAWILL C1ONT,1IVCJE M f7A' 776N/ Dtf M 7WRM'VY SEASON AV AC - ASPHALT CONCRETE � � I I -_. 1 B I 3A '- a 06STRUCTKJW OF ROOD PLAINS OR MAIRAL WATER COURSES' SHALL BE PERM17TED. BF - BACKFLOW PREVENTER IFI V*QW SENA,x r ca w am=owa C" 19 EF - DEEPENED FOOTING I _: : _ ;. ��- • W -- DRIVEWAY AS�A" ��� 19. ALL CORNERS SAMLL BE CLMAY DIE"LI111EATED N TFC FEW PRIOR TO C064ffWfA/E7VT GMC D n. or PIP9 11r _ I � ti.~� .- ��� s' 4 FINISHED GRADE '� ANY CONSTRIJICT 1ON/GRADING. FL - FLOW LINE _ , - - - - - -- - . - ' . L '�,'' ";'�', • �S M" ; ; t= INSTALL a - - - - - - ` =~ �t`'�- F1.O�IFE �ILAME� FS FINISHED SURFACE -• - ' -- - 1�1. lh� PL�7P11//17FF MUST OBTiVN Ml ESI�l^RCi�I CriN/LrNT PL�7P11/J'T PI�PIIOR TO ANY Mt7YP1�Y M'77H/N A PrJI a �C s _ _ _ --- --_ wvc w ",� •:• �, INVERT ELEV A 4" fiKHT--OF-WAY. GB - GRADE BREAK I1 - GF -- GARAGE FLOOR s _ OR 17S AGEI1 S DOZES AVT REZEW 7HE APPEAr4W AND M'S HP - HIGH POINT `; •,,r M 21. AP1B?�JIL GIS THES'F MANS BY 1� CyTY . �'""� , �`. 1." W EVGINETR FROM THE RESPONSIBILITY fOR rH£ CORRECTION OF ERRORS OR OMISSIONS DISCOPERED INV. - INVERT MENDOCINO COURT _ r�•: , _,.- .,. ..t. . .., , g TC - TOP OF CURB _ DURING CONSTRUCTION. UPON REQUEST, 1N£APPROPRIATE PUN REVISIONS ShG4LL BE PROMPTLY - i N. z SUBMITTED TO THE CITY ENGINET`R FOR REWEW AND APPROVAL. TD TOP OF DIKE , �4 TM < TF - TOP OF FOOTING INV ELEV KR PLAN a 3"x4" I®LM�' J r 22. nW /.'SSI,WVVIC£ OF nws PE'RAMT BY THE CITY OF IEAIL�CULA DOTES NOT AMPLY OR P1ROMF ANY TG - TOP OF GRATE am k 3 WN MM (�. 40) z CLEARANCES FROM STATE OR fTD&AL AGEWIES REGULATING THE PRIOWSIONS OF STATE OR FEDERAL TW - TOP OF WALL EN0 NGERED SPEC/ES ACTS OR WATER QUALITY REGULA77ON : THE CaVMCT0R10#WFRAAEVEZOIRER IS ��..�_ _ TRACT BOUNDARY RESPONSIBLE FOR OBTAINING THE APPRIOPRI47F CLEARANCES fROM THESE AGENCIES PR/OR TO ANY - RETAINING WALL (BY SEPARATE PERMIT) N � 97F D/STUR84MGES OR GRADING. ---- - FLOW LINE I w W 2J MDVD INS• 9YJS317203 - SLOPE (2:1 MAX.) INDEX MAP i 24 SEE A0Pfi WV "WALL AND f ftNM PW fW YARD AM7 PFR%&7& #MLLS AND f WCES. 90 - LOT NUMBER SCALE: 1"= 30' 8 25. ft7A/NIW WILLS SWILL SIFPLRIIA'TTED SEPARATELY BY 7WBUILAW AMO SAFETY AEPARTi� W.. �� - HOUSE PLAN TYPE FENCE LINE fF-110957 - FINISH FLOOR ELEVATION EARTHWORK QUANTITIES: PAD-1149.0 - PAD ELEVATIONMMOPSHEEM TOP. TOP OF PIPE SHEET 1 - TITLE SHEET VI NTY AMP, LOC4110V MMT, GEIMERAL I VIM & LEGEND CUT = 250 CUBIC YARDS (50 C.Y./LOT) BOT. - BOTTOM OF PIPE FILL = 250 CUBIC YARDS (50 C.Y./LOT) FINISH FL 31' SHEET 2 - LOTS 118-121 EXTENDED FW77NG (EF) MIN- M/N.I SHEET 3 - PARK/MG LOT ARRA 30' 0 30' 60' 90' PAD PER PLAN 2X MIN. Y FINISHED GRADE I PAD 20X MAX. SCALE.- 10-30' 12" MIN A • �, BENCH MARK BASIS OF BEARING FOOTING DEPTH PER E foreUndo round STRUCTURAL PLAN BUILDING AND SAFETY DESCRIPTION: RIVERSIDE COUNTY 600-62--69 1970 DESCRIPTION: SWALE 0 of Soule Alert BRASS DISC SET 1' EAST OF CONCRETE POST THE BASIS OF BEARINGS IS THE CENTERLINE OWNER/DEVELOPER: of Southern calMonnia MARKER STAMPED 68 RESET, 2.9 MILES S.E. ALONG OF PALO ROAD PER RECORD OF SURVEY AREY7E11'E`D f77R C4MPL/ANCE Myth/ TITLE 24 DbSA6EED I Call: TOLL FREE PALA ROAD FROM POST OFFICE AT TEMECULA BOOK 100, PAGE 28, IE W45'28"w WILLIAM LYON HOMES, INC. 29' N.E. OF THE PAVED ROAD 5' N.W. OF TEL 11800 STERLING AVENUE, SUITE A EXTENDED FOOTING DETAIL SIDEYARD AND REAR YARD LOT DETAIL g 1 -800 POLE NO. 6295, C.W.T. 3' S.W. OF 36' CONCRETE RIVERSIDE, CALIFORNIA 92503 N.T.S. A LD05-040GR By. 422-4133 STANDPIPE. TEL. 951 637-2260 r N.T.S. �rMo w�o�cMs o,,,,� eEFortE You ELEV. 1039.378 TEL. 951 637-2251 LD04-258GR 4FAME DATE b CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL- The Keith Companies PLAN SCALE CITY OF T pEESS/ AR,�� ` � DEPARTMENT OF PUBLIC WORKS Drawing No. a Controetor �.�� �,� �. F PROFILE SCALE RECOMMENDED BY: DATE. �� = 0 Inland Empire Division Inspector W No. 057835 � rev Codes Aww, Sir. 300, Mbnno rft, CA SM (951) 07-M ACCEPTED BY: DATE: 31� as' PRECISE GRADING PLAN SEE ABOVE �, Exp. 6/30/06 Die Plans Prepare er Supervision Of RONALD J. PARKS Completed s� CIVIL �! 03/14/05 DRAWN BY: DEPUTY DIRECTOR OF PUBLIC WORKS MODEL SITE - TRACT NO. 31898 � � s�a�a�rA � Iry rNtrr 9�� CAL\F Date .� DESIGN BY: LOTS 118- 121 � 1 R.C.E. No. Expires - - R.C.E No. 19744 Expires ����� PA03-OeQ4 Sheet I of 3 REW-VD SHM 1, 2, & J. CHECKED BY: r: RY I / PHASE BOUMA SEE I , AWPORARY S MOD SLRElrN � PER � RCH/TECTURk PLAN I / LsTUv � P1 ISE 5 CONSTRUC71tW 2 105iS LA0 1G I�I1X LAS N 105240 NV - 1 .1 •7T. SSD c. _ ..r� / - �.. - ll �`- S-01294 � 1 4X 1049.95 -- ......__. _ _.._. _ .� t�S" 100 / l s :; . I . -- 1049.E T. ins S' X 5 FX AgMW f0�49.d BOT. M' � PVl. PVC S1C�iRM/ aPAA'V .�D.041d � 104 . � - 1043.3 Tc7rp S •c'-,�► 10M9. o 9 �M'FR LlV 1IE PHASE 1aso.2 slur. so4 I "w t PER ARCH/TEC7URAL PrAN l 9AVV Y. --- -- N C, / �► �r 1951.1 SOT. r SV 10051.94 2.1 500. d" SO _1049. 70P - w dPVT PIAL^ �7 R I � � t .3 1 1� 1 7 BOUNDARY • 1105 .� 1 • S=o.0020 1051- r 10 4 ?V �..` „" - �• I lam. o _ ia49 7 Bnr. w 6r PVT. Ac .SL�NER - J . 1 ,� • _ - 10478 • S�O.Q2010 051.9 61DT. � Sn {�,o / I PHA SAE 5 10 S=0.D FLl l l l ■ ■ ■ ■ ■ = ■ lNV 1046 42 i I 9� 72:QT 2 f0lxT 40 ,_`10� 2, M&,1051.2V• T I t T�• �,, g •�, fa52.4o X104700 • ,dw �i121 � •s ��'• / r l ' FF 1056. 7 _.�; PHA B@r-Gf-= -� ' �1056.3 PAD , 1056- 1 �g ' i . � �l l •N 2 4" Pw. PVC SrNER • Swd 1072ca) j LOT $ 1,10 FF 1056. S •-- f PAD 1056. >c farSt� . r 2 . o BLOCK �L PLR l l l 1052.55 � ARCHMM)R£S PLANS Y - 1 B BLOCK � PER \ `�• ,��• = ` r, l l l Q o'�,F• ARCH)MURE5 PLANS •• •� / / / OW WALL FE VE BY 0THERS , / r._.... - v 0 d bra F s• \ h '"' �'/` 1� / W I t=1zalr _ I.OX _ _. _,,,. _..... _ . .sr 6 ' .�- - -- - ■, �■,,, WALL FEMCE BY OIHD?S .- .- / 1 10 MIV � - k • '� ' l r g 10S'1.8T • r�• ,. 14 (TYP) h - : h '? o / W I o r lasso all- Now- m • Q 1 WQ111 �1051.1 • SM AW-104J.26 • ANN � � WALL BY c i �'' I I ARCH/TECI I P4L PLANS l l l d . � / °) ' __ I I • W -dWW ti FF 105 7. 0 s• / , • Q � SIDEWALK � FF- � $ BY OTHERS' 1057. 1 PA D 1056. 5 _ , W PAD 1056. 6 , � 3A W B•wo 1056:1 / / .............. �� _ `'__ �-- �`• �.AM BY ARCHITECTURAL PLANS l l 1 A410 V1ww 0 01 1V 10 It 1 SCALE. 1 10' CA 1p556 w S7X91 MV Pff 't �Q�• 1 SrREEr PL�yYIS' 11 V / / V) M ��/ , / / W I � • oi -- _ - `gyp B. . �,�` 000001 � OII - - W CONSTRUCTION NOTES: n., °�• �•w. ,a '�. / l 1 CONSTRUCT AMA 7F DRA/N THROMH CURB PER c.0.T. STD. J03. I � -I,o - e � Q / Z a 1 '90 11,�Ir•9�, / , / MODIFIED PER DETAIL SNOWIV ON TJ'TLE SHEET. a �N• o� 1 , �� M� f I / I AP1�4bI�ED I N Q INSTALL 12"x12" GRATF` PER N.D.S. , '1210 OR EOW Z ^$STALL r PVC SiCf�EMAE 40. .� 0 Q ( ) G�ONSmwr 4 CONr'RETE SIDEWALK PER C.0.T. STD. 401 v W L112X MAX. CROSS SLOPE). �i x•39 � / ( ) a N� ,o r I - � 1�• _ �--1 / Q CONSTRXT COWRETF RES)DENn4L DRATWAY APPr�CH o PER C.O.T. Sm. 207 g G1DNS'TR(IICT D1EC0RA7"VF PA WR PER AIt4NUFACTiJ14ER�' RE 710iN. N,�� / l Pf1P at s INSTALL HANDS AT ENTRANCE AND EXIT AT S4LE5 01�7CE a I ! A.D.A. REQUIREMENTS I / / o I / m BUILDING AND SAFETY RENEWED FOR COMPL14NCE #PH TITLE 24 D54BLED ACCESSIBL17Y ONL Y --� � LD05-040GR APPRnV�D BY.. •� 71Z 0 SEE SHEET 3 PHASE 1 PRj::wc18E ORADNG PLANS --��.- . / LD04--258G R ME ,74� CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith C o m pe n i e s , PLAN SCALE CITY OF T oQRoFEss'q'�� 4. 3 !716 5 DEPARTMENT OF PUBLIC WORKS Drawing No. a. ��� o a• A Rq F RECOMMENDED BY: DATE. Contractor c`', ��' `'p Inland Empire Division PROFILE SCALE No. 057835 � rr�o cam. Aral w Sub Baa: Vchy. C* 9 (951) 697-M ACCEPTED BY: DATE: 3 �s PRECISE GRADING PLAN Inspector SEE SHEET 1 EV. 6/30/06 Plans Prepared Under Supervision Of RON&D J. PARKS Date s DEPUTY DIRECTOR OF PUBLIC WORKS MODEL SITE - TRACT NO. 31898 Completed j.�T CI V 1\ • Date 03/14/05 _ DRAWN BY: F OF c��\F •"""- DESIGN BY: 9/30/05 LOTS 118- 121 net 2 of 3 R.C.E. No, 0 7835 _ Expires _ 08-30-200 R.C.E No. 19744 UpIraPA03-0004 Sheet fa ALM 111 motes 121 Lor Less CHECKED BY: I / / r I t05t� / SEE STET 1r0 PHA 5 PREC/SE GRADNG PLANS SEES T 11 PHASE 5 PRECISE GRAD G PLANS l l 1 N N I / N N I / N N N J N N O N N N N / - N / ' tit• N 8" PVT. PVC SEWER • S=0.01050 SEE WATER & SEWER PLANS I / . Ar PVT STORM D► N • S=0.0050 ,�1 D �` � •� ,oma•1' l , . SEE ST01R11/ DRAIN PLANS ------------ i l i RA COURT ' 8" PVT PVC WATER $ 'c• SEE WATER & SEWER R,#6 PHA SE AR �,..�'.. j 39.67 �Q VARIABLE SLOPE 61024' ��� I / w .86 I" A.V.A.R. SEE WATER AND SEWER PLANS .. - I P. PHASE B Awff fzow PNEWN" I PER WATER PLANS N l ��, S Wta01D SL^IPLrEN BICE N l l I ryb• �\ PER ARCHITECTURAL PLAN 1 PV?. PVC S.D. 3 ! :_ . .. ' 4 9' 8' 9' 8' ! X. F I �.PHASE B06WARy­-­-­-­-­­­' 71.00 � - : TEMPORARY RU7ROOW cd LOT RILL fZOW ASSEMBLY l '� R wATFR l I �P ) POST PER �1/TFRAOR DES16W k PER ARICH/TECTURAL PLAN S 1 q Q / Lor 123 10 '' I 36.3 PAO Z I S 10+51.7 N 1l1l �3 Fs .._: :... I I �, 1• �S 7 ' I i i l 1a� ��• o Dwr w-20 titi 1 1 O l I k l Q Z Q11 II RST. IMP. P �� 1 � � � � •6CS cv j Q • k • 1 (J-O'S�• LOOS M87 1.1'J,><' 0 I _� r-60 T \ �c I 4410' �c NG FOR MODELS - - -- �: 24 OS-00200 �1!, 1 Qtr• FS +.J SNS,' �� t l� '� L OT 125 , l a l JJ l I �� .9� ,�41D' rxn�urF sLoI�E MEANDERING SIDEWALK ; :� 9.010 PER PHASE 6 PGP BY OTHERS l 2 18 18 12 (7)) ICR I / l l l lI l CONSTRUCT/ON NOTES. �.� - dYOKIAN7�I P E 5 PHASE _ I ' LOT 122 / CP N 71.01' , t �, s W1aao SCREEN fFNCE I carvsTRUcr PI m TE DRAov nyRww CURB PER c.o.T. sm. 30,E PER ARCHITECTURAL PLAN l 1 I / M01rJlFIED PER DETAIL SHOWN ON TITLE SHEET. o " " g I t 1.74 '� Q2 NSTALL 12 x12 6?A 7F PER N.D.S. x'1210 Old APPROVED EQIUAL. CL ! _.- TUB ft7YP P E S G1OV1ISIR�ICT1b/V I I WA7ER LAVE / g t 21052.40 wv 1 I Q NSTALL 8 PVC (SCHEDULE 40). w 1043. S _►..._ .. S�1' 4S• 1 / " " _ . - 4 NSTALL 2 x 4 RED Mt7lAD WA DER. 04 . - •-- # . __ w _. ..._ - COINSTRUCr 3"A.C. OVER NA nV£ SOIL. g 1049.2 Boo w 8r PVT. PVC SI`t7/Plf✓ -0 - 8 � tQ'�?.1 11k . �T. i� M' � / � vii 575 f�lhl. EASEMS ! - _ z I �► ,c�+ 1043.3 rOP S 8"` PN. PICC w 1047. --` tr TFkrORARY OVEIPHEAD POWER LNE $� I,V g Aw.3 6nr• 1050.19 v PER ARICH/TECTURAL PLAN �' l Q A'NSTALL C0VCRE7F WHM SMPS. 1049 �• I / 1051.9, I a wsTRUcr 6" A.C. DxE PER c.o.r. sm• 214 Z 1 617r. d" 1 1051.8 dear. 4r so 1052.1 BOT. r SD _ - ,�. / / Q o 8" PVF PIC _ 1049. M? 1 1051.10 1 7. T9.616' " o� OS.-O.0020 --- h _.__--,� / / Q ,,. . I I 1044 1 /04!7 9nr. w 1' 1a Mwa r"' �- 8 CO VSTRUCT 4 COwCRETE -W WALK PER c.o.T. STD. 401 /M! . I e P'Ifi 5 11E1P - J �' / / (2X MAX. CROSS SLOPE). �M+�f • • S�41017 1.9 Mr.. r w d •,o B. S • 5m0.075o qd- oli, l l 9 COWSMUCT CO�VCRE7F REVVIENnAL ab4 WHA Y APPROACH a E`,c•■ ■ ■ ■ ■ 2 ., � .� o9 s=o.o Alw�rot5364 • • ! F.L. l PER C.0.T. 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LETIFRM J, SEE SHEET 2 , 14578L Y LOCA TED 70 TRAFFIC ENFCRCEMENT(SEC. 11298.3). m BUILDING AND SAFETY , REWE M D fOR COMPLIANCE W'1TH 777ZE 24 Dr AHED ACCESSIBL17Y ONLY in 10' 0 too 20' 30' 8 INN, 0 LD05-040GR APPr� �• i los ' SCALE. 1N=1O' LD04-258GR NAME DATE r CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith C o m pe n i e s `° PLAN SCALE CITY 0 TEMECULA QFESS/�q, �OpR�. AR j 3h710S DEPARTMENT OF PUBLIC WORKS Drawing N©. a Contractor ��� �� V PROFILE SCALE RECOMMENDED BY: DATE. o Inland Empire Division wr*' M, a, No. 057835 rev cam. Arerw+R Su6r , 0, M�rp. CA 925 3 (951) a97� 0 ACCEPTED BY: DATE: 3 1 PRECISE GRADING PLAN Date Exp. 6/30/06 Plans Prepared U er Supervision Of RONALD J. PARKS MODEL SITE - TRACT NO. 31898 T Completed SEE SHEET 1 J�, Cl � DRAWN BY: DEPUTY DIRECTOR OF PUBLIC WORKS lo 9lF iv"\� Date o3/�4/05_ PARKING LOT AREA /1'1 1 AArtJ w Lor L/1IES' 122-125 AIN mxv 3�t OF CAS _ _ DESIGN BY: X197449/30/05 R.C.E. No. 057835 Expires R.C•E No. ExpiresPAOS-01504 Sheet 3 of 3 sropf*s ALAR Rcw SAG[r - CHECKED BY: