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HomeMy WebLinkAboutTract Map 31898 Lot 1-10,102-109 Precise Grading GRADING NOTES: 1. ALL GRADING AND RELATED AC7W ES SHALL COiNFnW 727 77E ARA01W, E)41DS10V & SEDVA/ENT CALIFORNIA �'•, CONTROL ORDINANCE N0. 04-04, AND FAPPLICABLE, M STA TF WATER RESOURCES C1ONMOL "R TEMECULA, �G Y REDHAWIY PA/PIrMAY NPOES GENERAL PERMIT FOR CONSTRUCTION ACTM77ES Nw �.S (iRADING PLASTAB SIG �, BE A MN/INM OF 1Z: DPAIN46E SWALES SHALLPREE PROJECT SITE 2. BU/LDVMG PAD AND DI�PAIIWGE SWALE SLOPES S LL BE A M/N/MUM OF a2' DEEP AND BE CONSTRUCTED A MIN/MUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. RN/SH GRADE SKILL SLOPE AWAY fROV ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" � �0� �0 R£D1:44WK PARKWAY PER FOOT FOR A MINIMUM OF 3 fEET. TRAC N 0 318 8 0 A�IAHIDIC�AHY PARKWAY NORTH 3 AGI XYMUM CUT AND RLL SLOPES SHALL BE 2.•1. r' rq 4 PROVIDE; AS APPLAN&E,, GIOMCRE7F BROW DYTCMS DESIGNED 7V CON1�EY 100-YM STORM fZOM' � �Dq,� WtOLF VALLEY RLIAD OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADES SLOPES OVER 3 /N VERTICAL HEIGHT -9jr OR Th AT ARE ADJACENT TO GROIDED AREAS TO DIRECT SURFACE RUNOFF AWAY fROM THE 70P N S CONSTRUCTION PHASE 1 SLOPES L 0TS 1� ' 102�` RA/A" CA/V M PARKWAY 5 ALL GRADM S WL �' DONE tAVER 77C St#Yn SAOAI OF A REGi�STFRL�D CMC EhOWEFR, SM EIMGINEER, OK' ENGINEERING GEOLOGIST WHo SHALL CERTIFY rmT ALL FILLS H�W BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A fTAfAL COMPAC7)ION REPORT FOR ALL f7LLS OVER 1' DIEEP. L ar s TRACT �� 29 AWTY MAP 8 A RE067RED CMC ENIGINEER SA ALL SU�911NT T27 THE C17Y OF TE1IIECULA S PC/BLI1C Mt7R1�S' �B 3a5�> L 0T' 13 TRACT ala DEPARTMENT A WAN CERTIf]'CATION OF COMPLETION OF ROUGH GRADING /N ACCORCANC£ 3,)5'0'1,6,'_,.,78 �,�'�(�,�_./ 11W,S GUS PG9N-D5 WYTH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. MB 3501,65-- CERTlf7CATK)N SHALL BE TO LM/E, GRADE, ELEVA77ON AND LOC477ON OF CUT/f1LL SLOPES A*M �� 7. FhW L COUPAC770V REPIOMPT MfLL 6E REQUIRED f VR ALL f KLS G REA7ER 7H4N ONE f 2710T. a. ALL GRADIIAA9 SMU BE DOVE AN ACE M1'TH RECOMA/ENGA77ONS OF THE PRELAMA�W sacs � - _ -- ZZ;, �.. 1 r �` INVES77G4770N BY PE PM GEOTECHNICAL, INC. (PROAECT MIO. 4010622) GATED 9-20-01. T#V SETS R OF THE RN4L COMPACTION REPORT SHALL BE SUBMITTED M THE PUBLIC WORKS DEPARTMENT x #RICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATIONS THAT GRAD/MG Q --_ _ ___ Lar > rR�l Cr Na. ���a5-> GARAGE HAS BEEN DONE /N CONFORMANCE WITH THE RECOMMENDA ' '�`� `,, [V, V 9. THE COWTRACT W SHALL A1077FY THE P&RIC W IORKS D1 EPAR71/ENT AT LEAST 48 HIOURS AN ADI/ANCE }_ _ /ylB �.Ja/7 5�T .� r ., . r; REQUESTING KNISH LOT GRADE AND DRA/NAGE INSPECTION. THIS INSPECTION MUST BE APPROVED D EXPANSION PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. � y PREM d.�. EXPANSION V R rr Lw nr , ..� �• _ - __ _. JOINT FILLER JOIN PUBLIC NORKS AEPARTM W PIRIIONE (909)594-6411 I w _. v EXP ANSION 30INT //.¢� AM07ECTED WITH A CO~7nOW OF EROSAOYV AND '� ! _.- ..._..._- , N.T.S. ../.r I �..,�..r F..,. 1 _ 10. cur AMO FILL sLOPEs SHALL I � �ralr ,,. _ CONTRIOLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURIAIG THE GRAD/NG PHASE. µ -µ LRA /R 11i I �r LR 1 .T.-_, r a GST AHYtuff 11. POST-GRADING ACT1V17TES SHALL ANCLUDE, BUT AUT 70 OF LIMITED 70, IAISTALLIIMG, WERE AFRICAN-& " � Aq Lori ° � ar# LRa GROUNDCOVER, TREES, SHRUBS, OR A COMB/NATION THEREOF /N ACCORDANCE WN CITY CODES' i LR Lirx PRIOR TO THE APPROVAL OF f7AGAL INSPE077ON. SLOPES' OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRPIGAT/ON SYS75MS WITH BACKFLOW PREVENTION DEVICES' PER THE U.P.C. '` 8 r L,r, LRr WEAKEN PLANE CLEARED A JOINT 12. FKL AAATFR/AL SHALL AUT SE PLACED ON EXISTING GROUND UNTIL THE GROUND AAS BEEN ur o Or #FEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS M07FANL. F STEEP SLOP/NG 7FRRA/N OCCURS i a o p - L,,r, ,. UPON WHICH FILL IS TO BE PLACED, THE TERRA/N MUST BE CLEARED, KEYED, AND BUNCHED INTO I T� �` trrw ,,, ,N �r LR/ � �1e FIRM A(A17JRAL SOIL FOR fULL SUPPORT. A REGlS1FRED CML ENGINEER, SOIL ENGINEER, OR m `w~ I �'� �� EWINEER/NG GEOLOGIST SHALL APPROVE PUCEMENT OF RLL. ' 1 �j R � �J v16 TURES' ARE lIYSTALLED. '''r` �e► '"'"' L*►� I EXPANSION K N77L PERMANENT DRAAMGE STRUC - 13. DRAINAGE' S1,fALL � PROVIDIED U o - Q - LR ul► � � JO/NT PRO1F-CTIVE MEASURES' SHALL BE /MPLEMENTFD M PR07F-CT AbVOIN/NG AND DOW/VS7REAM PROPER77ES fROM SILT DEPOS1170N AND PONDING WA1F'R DURING GRADING OPERA 17oNSWATER DU. LRa w �r► L'r'N LR'u -� � o ■ �u ' � \ PROPERTY WEAKENED PLANE ]OINT LR rr � � LINE N.T.S. 14 DUST SHALL BE CONTROLLED BY METI�IDDS APPRO$ED BY 11�lE CITY E)'bIGINEF/P. � � �►I �w � � t� LEGEND p LR tI Lw ar �r N, N � 1s SrAB1LITY C�LCUrAnaNs M1'7H A FACTCR-OFS�1F�7Y a►�AT LEAST avE AND f7vF TFN7Hs(1.5) s�wu.L �� � so o - .� � . "" w � � CONCRETE DRIVEWAY �� BE SUBMITTED TO 1HE PUBLIC Mt7RKS DEPARTMENT BY A REGISTFRETI CML ENGINEER, SOVL ENGINEER, EF - DEEPENED FOOTING � L,,r p 7 1. EXPANS/ON JOINTS TO BE /NSTALLED AT GARAGE 0 OR ENGINEER/NG GEOLOGIST FOR CUT AND RLL SLOPES' OVER 30' IN VERTICAL HEIGHT. DW - DRIVEWAY N.T.S. FG - FINISHED GRADE 18 LRs `RJe '� AND AT PROPERTY LINE. 16. A REGISTERED CML E]VGINEF'P OR LICENSED LAND SURVEYt7R SKILL SUBMIT CE]'PT7f Al11DN OMC FL -- FLOW LINE �''' LR LR LR arm �► Ler urw tw � 2. WEAKENED PLANE JOINTS SHALL BE INSTALLED AT BUILD/NG PAD ELE VA770N. #HERE SPECIFIC ELEVAT70NS ARE REOUIRED, THE ELEVATION (WYTH RESPECT FS - FINISHED SURFACE I j I LL `� �C "r S' INTERVALS BETWEEN EDGES. INTERVALS MAY BE TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION MYTH RESPECT 727 ADJACENT GROUND GB - GRADE BREAK i LRR arm d n aw to VARIED AT THE DISCRETION OF THE CITY TO ALLOW 0 SURFACE /S REQUIRED, THE AC7UAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GF - GARAGE FLOOR ! �„ o MATCHING OF JO/NTS IN ADJACENT EX/STING HP - HIGH POINT ( 1 pji4 E * - ar to MN IMPROVEMENTS. 17. EROSION AAV SEDIMENT C01/7R1Ot: 7W PfR1Ml77FE SHILL ABIDE BY THE REOU/REMEWS OU7ZIIVED IMI INV. - INVERT - - - THE CITY OF 1F-MECULA GRAD/NG, E)PIDSION et SEDIMENT CONTROL ORDINANCE N0. 04-04 11'IR000HOUT E� OR PAVER DRIVEWAY Ery. ; TC - TOP O F CURB y F 4. TRACT B101l�1'I�DAIgY + ! r OR PAVERS PER PUN DURA OF THE PROJECT INCLUDING ADHERENCE TO THE STATE NPOES PERMIT FOR _ - ` PLAN ' 010 THE DU TF TOP OF FOOTING l� �' OE CON57RUC77ON AChWRTES, IF APPLICABLE. i I L"" SI WALK PRO TG - TOP OF GRATE __ I � LR_ �R SIDEWALK IS PROPOSED � I � a 18. EXISTIMIG DRAINAGE COURSES SHALL CONTINUE M ftWIX)W DUR/NIG THE RAINY SEA.S'OW. AV TW - TOP OF WALL j `, LR�If Aff w LRw uro LRw d►�r LR er Lw �►� I Larsr I � V I W --�------- - TRACT BOUNDARY / ! u►: - '' y,� r,v I I 06S7RUC770N OF fZ00D PUNS OR AR7URAL WATER COURSES SHALL BE PERRMl1TED. ; �, _ _ �� _ _ _ _ _ _ 010 - RETAINING WALL (BY SEPARATE PERMIT) 19. ALL PRIOipERTY G1DR1'VEJQS SGILL CLEARLY DEZIA/EA1L�D IN INE fARZD PRNDR 1?0 COMI/EIVCE7HENT OF ----- - FLOW LINE \ �. i' �� �prs ur LRw urr dr' rr LRa u►,�r Lww ur�r �x LRjr i a ANY CONSTRUCTION/GRADING. - ,�.: SLOPE (2:1 MAX.) -,. . ...ry� o o 11D. THE PERMITTEE MUST OBTAIN AN EIVICRIAACHII/E7VT PERMIT PRbR M ANY #VW WITHIN A PUBLIC �„� � LLJ , �' � I � 9O - LOT NUMBER - _ v a RIGHT-OF-WAY. ho PLAN 4C i U :- -- � ACT 8+01(�DA Y .� ...._ .__. .. ._ - HOUSE PLAN TYPE _ I , 21. APPROW OF 7WSE PLANS BY 7NE CITY OR ITS AGEA75 DOZES AUT RELIEVE nW APPLICANT AND hK ff.=110.9.67 ___-- I I - FINISH FLOOR ELEVATION . . _ . Lar 15 rR�C•r l�f� 2.93a5-r _ . .. . _.._ __. _.._.______.-�_..__ I ,,, � EMINEEIP FRIOiM THE RESPONSIBILITY fW THE CORRECTTDN OF E7PRIORS OR OMISSIONS DISCOVERED PAD=1109.0 _ PAD ELEVATION JAB 350155-78 NOL CREEK DRA INA 9f CHANNEL .__ ..._ � � � � ►�. DYJR/NG CONSTRUCTION UPON REQUEST, INE APPROPRIATE PLAN REVISIONS SHALL BE PfROMP7Z Y _. _._. SUBMIT70 TO THE CITY tWGINEER FOR REKEW AND APPROVAL. TOP. - TOP OF PIPE , , BOT. - BOTTOM OF PIPE 2' RESIDENTIAL �2' MIN. 30' MAX 2' i Y MIN. LIP 1/2 2Z. 7h� /.SS'/�AMCE Or Tws PERMIT BY INE C)?Y OF TE71l w DOZES AUT ICY OR PROVIDE ANY C.O.T. - CITY OF TEMECULA 1 tnw IN. P1�C �11ld w sxwH.�t :a��r CLEARANCES P?OV STATE OR FEDERAL AGENCIES' REGULATING THE PRONSIONS OF STA7F- OR FEDERAL 6 APrucABLF AS��.E EN04AGERED SPECIES' ACTS' OR WATER QUALITY REGULA7IIONS. THE CONMCT0R10#WER1DEVELOPER IS RL�SPIONS/BLE FOR OBTA/N/MG THE APPROPRIATE CLEARANCES' fROM THESE AGENCIES PR/OR TO ANY DANT/TIE 'r {� r " "` �' 1/2 K z CONSTRUCTION NOTES: Q -Y. :::.:; �... ... r S17ZF DISTURBANCES' OR GRADING. �� -"_ '��'°'� c �LOwL1FE Mt7RK SHALL 6Lr KAL TED OR P OMFR7FD FER PLAN t�T o.Ev. A awe 2.1 A� D-MAC TSN, CULTURAL Af30t ROES ARE 1 CONSTRUCT PRIVATE DRAIN THROOIGH cum PER C.O.T. STD. .CD3. 6 EA. : 4 ,;_ ;l�; h 1. RES/DENT,M[ �1117W S7�iALl � AN THE IMMED647F AREA WNKE A QUALIFIED ARCHAEOLOGIST EVALUATES' THE RNDS AND MAKES' RECOMMENDATA0NS CL AN ADDITION T7/E DIEVELOPER WILL COORDIMIT WITH 7HE PECHANG4 BAND OF LUISENO MISSION INDIANS TO ALLOW AI►ODIFIED PER DETAIL SHOWN ON HEREON. Y 520-C-Z50�D CONCRETE. A REPRESENTAITVL� OF THE PACHANGA BAND TO AIION/TOR AND PAR77CIPA77ON /N ARCKAEOLOGICk INVES776APONS Q2 INSTALL r CUSTOM DRAIN 34S/N PER NYLOPIAST 2MM&W OR 18 EA• '� �{� '' Y'r 't •` �� � :,.� .., r� 2. LID' OF F2JCL hCAGHT CU4B /PEQifJJ�PED �7MEEN a Ar AND WHEN RESOURCES ARE ENCOONTITREA INCLUDING PARTICIPATION /N DISCUSSIONS REGARDING THE APPROVED EQUAL. INDEX MAP ' 90 L.F. "_ � ARNEWAYS M9'TNIN ANY OWE" PROPERTY fRONTAGE. a DISPIOS11701V OF CUL 7VRAL 17FMS AND ARTIFACTS: © INSTALL r PVC (SDR 35). 5 SCALE: 1 - 100 c: A� Nv.erv.�R.Iw � 3. MHE14E A610VE LAI111riVG SrGIpES CAN A+t7T� AILrT z c 24 M YD AAS' 9330330152 �4 CONSTRUCT DECORATIVE` PAVER PER A�MFAC7VRER S RECOW EM:iA7XaM. 6,175 S.F. � N.T.S. a,�l� � �"r� E� CAUSE 01� HETGHT OF CURB, GIEPRE�'S' SIDEWALK � UN77L SAND SLOPES' ARE OBTAINED LONGl7UD/NAL LL WAY 25. ,SEE APPIROVED "WALL AND FEAOW PCAe FOR YARD AAV PERI�AIE7FR WALLS AND FIANCES Q CONSTRUCT G10AICRETE Rfslacww DMP/VEWAY APPRacH 772 S F. E" SHALL aV WARPED AREA AD4ucEwr ro DR E L08 , PER C.O.T. STD. 207 MODIfTED PER DETAIL SHOWN HEREON SHALL MDT VARY A/O/PE 1hG4N 6�' F410A/ THE LO/IV- LL 216 RETA/NIIVlG WALLS SHALL 6E PERM/T7E0 SEPARAIFLY BY INE B1//LDYMG MV .SAfFD' DIEPARTi{�NT. cuae � GUTTER /IUD/NAL GRADE LhVE OF 1N£ SIG+EWALK. � Q CoNsT acr CONCRETE DRNFWAY (520-C-25010) PER DETAIL 4,422 S.F. a 27. INE F1XLOWIMG L075' HAVE £M WED ELEVA77OV.' 1, 2, 4, 5, 8, 10, 143, AND 104 SHOWN HEREON. 4. SEE C.0!T. STANCaARD Ab. 2q6 f27►R EXJr'ANSAON ; �/NT DIETA/L,G � Q8 CiDNSTRUCT CONCRETE RE5/Ofww DYP/VEM'AY APPRacH PER 693 S F. � cc C.O.T. SID. 207 M40/f7ED PER DETAIL SHOW ON SHEET 5. FINISH FLOOR EXTENDED FOOTING (EF) 3' 1' S RESIDENTIAL DRIVEWAY APPROACHcc W. EARTHWORK QUANTITIES. 1 INSTALL .�' PVC (SCHEDULE 40). 52 L•F PAD PER PLAN MIN. MIN. N.T.S. 010, C� 6. CUT = 900 CUBIC YARDS (50 C.Y./LOT) FINISHED GRADE FILL = 900 CUBIC YARDS (50 C.Y./LOT) Q CONSTRUCT 4" P.C.C. HARDswr WITH E71'PANsw ,AA�IVr Ar imy ENDS 432 S F. 2x MIN. I 9 AND WEAKENED JOINT AT MAX/MUM 5 INTERVALS. 12" MIN PAD 20X MAX. FOOTING DEPTH PER INDEX OF SHEETS: BENCH MARK BASIS OF BEARING SHEET 1 - TITLE SHEET wc RE Underground _ STRUCTURAL PLAN 9 DESCRIPTION: RIVERSIDE COUNTY 600 62-69 1970 DESCRIPTION: Service Alert BRASS DISC SET 1' EAST OF CONCRETE POST THE BASIS OF BEARINGS IS THE CENTERLINE OWNER/DEVELOPER: SHEET 2 - SHEET INDEX AMP of Soutnem California MARKER STAMPED 68 RESET, 2.9 MILES S.E. ALONG OF PALA ROAD PER RECORD OF SURVEY WILLIAM LYON HOMES, INC. SWAL SHEET 3 = LOTS 1 ,AND 2 39! Call: TOLL FREE PALA ROAD FROM POST OFFICE AT TEMECULA BOOK 100, PAGE 28, IE W45'28"W ' N.W. OF TEL 11800 STERLING AVENUE, SUITE A TING DETAIL SIDEYARD LOT DETAIL SHEET 4 LOTS -10 m 1 -800 29 N.E. OF THE PAVED ROAD 5 N L. RIVERSIDE, CALIFORNIA 92503 EXTENDED FOO SHEET 5 - LOTS 102-109 E 422-4133 POLE NO. 6295, C.W.T. 3 S.W. OF 36 CONCRETE STANDPIPE. TEL. 951 637-2260 N.T.S. N.T.S. LD05-0� 8G R SHEET s - I�oR/zoNTAL corvn�at /ar�w �rMo WORKM DAYS BEFORE You ELEV. 1039.378 TEL. 951 fi37--2251 toI CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY OF T g QRpF ESS/q� 9 o � � Z3 o DEPARTMENT OF PUBLIC WORKS Drawing o. AR RECOMMENDED BY: DATE: Cor tract r ,���` �O '� Ft PROFILE SCALE U, o Inland Empire Division TRACT N0. 31898 2 I �, ` No. 057835 rn 2M Carom *www, Suer M, k"wo �', rA 9255.3 (951) eel-a,7oo ACCEPTED BY: DATE: S Z �s a �� SEE A BOVE Exp. x/30/06 RONALD J. PARKS PRECISE GRADING PLANS 0 Dote Plans Pre are Under Supervision Of _ J' tet- P P OS 13 OS DRAWN BY: DEPUTY DIRECTOR OF PUBLIC WORKS ° Completed 0 HI H AS. u.�T F F LOTS c �,� o, s CIVI�� Date CONSTRUCTION PHASE 1 /3 s B '9 a of-109 OF CA��F� DESIGN BY: 197 � 30/05 TITLE SHEET Sheet 1 of 6 i R.C.E. No. 57835 Expires --M-30-20Q6 R.C.E No. Expires _ . 6/ryo N TR S-Sufur FF LOTS 1 =.;.4 5 f /It/b CHECKED BY: OT J Cr /V0 .00/f) 73r, OPP OT 1. TRI .�J -- N..........I 501J - . 78 ................ "I jj�%I � 3! LaT 76 ~-- -6T JVOJ - - 11,............. -4- 0 T 1-4 TRA %(.000 29 LO/O . Lar 77 �-- .�► 35015 ,ri 8 I 37 LOT 75 — _ > F I � z v LOT 122 MaOEti �,>,,�� ��" t, >, � r;� .` LOT 121 6rsowARY LOT 123 I LOT 74 I LOT 120 Lar 36 I __ __ ( rh.✓,',r;Y^r /�1 i r+y,rf�r rryr '� i ' fir. LOT 73 �` .•'`:�:�� I� _,^ - � I Lar 71 I ADT 128 f.�, I f; MM I LOT124 LOT125 I ''',� I LOT 11 EC. ARA I LOr 1 " LOT 11 I 35 I LOT 70 X I LOr 4 LOr S I --- — - — LOT 6e j ' ,r �rx WHISE5 i 34 I , T e I ' LOT 67 ' ' i t 33 a r : { II L Lar 66 *; k LOT 1 ,1 a LOT Ta I /� L - -- --- -- LOT 64 I LOT 79 OT 117 ar 11 I I LOT 110 I, 11 CZ Ort <5, I r 32 C'5) LOT 63 � ��`"� f '' �` "Y SLOT N cors h LOr MY LOT So I LOT 81 i LOT 114 LAT 113 is i I Lar 11 Lar 112 Lar ro Lar f0� L 77 31 LOT 60 LOT 62 LOr LGA, LOT 11 LOT 13 LOT 61 I LOT d2 --- . LOT 94 I � :� LOT 14 LOT A6 LaT 101 I LOT 12 I LOT a7 1 .r �s LOT 59 — LOT 92 LOT 93 lar 9530 aT 100 .r ���( ti,,, � 5y LOT ti� '�/ ;!r r vS. r ✓, w: r„w;y i'.y,�,.+' ti, ,4,. 4. d i.:,.:4 r .,<'r/'`✓?.1 y.+ '"y.,yy rY" ,1 rI`:.ar.y ,ts,r "a h '' r',•,"P' ';{I Rr14 '..4 a 1��...,,, ' d. r. `..ir^,Ri ( f li.,. ✓•. ... M1 l:i" y"r., ➢"j,T�' ,�.,14,r } )�yY.J,.�°n3rr`ti1'�,� {„`.h'!' 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"4'SM r. tiX •t dr+�.: k: ^), .fir y 1 ft , x.r+r '� � � "i 'y 'r ,y.,b'• � '�<' G ..f ."{r n.t, I LOR 2e 25 11 LOT S2 LOT 51 LOT 5�1 LOT 49 LOT 44 LOT 43 LOT 42 LOT 41 I Lar 31i LOT 35 Lar 34 LOT 33 LOT 7 � LOT 24 � . �..r � f 2 L 26� SCALE. 1 —50 11101;� 11 Li - TRACT BOIi�wARY350155-7t-� .—�- - ---- -- - — LD05-018CR CONSTRUCTION RECORD DATE BY REVISIONS DATE CC'D BENCH MARK SEAL: The Keith Companies 1 PLAN SCALE ESS CITY OF TEMECULA � o�• R,q�v Cp r,1DEp g'�►: ��: 't DEPARTMENT OF PUBLIC WORKS ng ft � Inland Empire Division MME SCALE � P ' '°� 4 SIFT 1 No. 0571M 2W ate. *6 364 Unn W, a tM �>> 0n- = os• TRACT N0. 31898 5 o t. Em. 6/30/06 ACCEPTED BY. DATE: �' PI ns Prepar Under Supervision Of RONALD J. PARKS PRECISE GRADING PLANS Comp M CIV � 10 N. DRAWN BY: DEPUTY DIRECTOR OF PLN" 9�DN �- Dote CONSTRUCTION PHASE 1 OF R.C.E. N o. _ 57x35 Exp1r" - DA-30-2001 DESIGN BY. R-cl Noy 19744 • E�epirss /30/05 CHECKED Sheet 2 01 6 EC GRADM COYWRECTION NOTM (3 C0NS71PWT tP%WA TE "N THA"VH CVR8 PER C.O.T. S42. JOJ. PER DETAIL SHOWN ON SHEET 1. ............ A0001RED PL P CONSTRWT CONCRETE RESIDE flN DRMWA Y A R"CH F 70 PER DETNL SHOWN ON ShET 1. PER C.O.T. S49- 207 All -----. —� ---- — ` —.- ---_ ----__� Q L4 COAfSMWT CVWff 7F DRAf WAY (520-C-25W) PER DETAIL 9YOOM ON SHEET 1. - ----__�- r r �__ - Q CONSMWT 4* P.C.C. ANADSC4PE W7H DfPANS70W "I AT 807H MS AND WEAKENED JOINT AT M4XIMUM 5' INTERVALS. �► _ PER/METER PER ARCHITECTURAL ......... MEANDERING . ..... TRACT BOUNDARY SIDEWALK BY OTHERS 101 0 10, 20' low, 1"=10' T.G. A 411 PERIMETER R WALL PER ARCHITECTURAL PLANS BOUNDARY z I ?4r zz �55--�2�C' ?6! vor9pe Z. Aft� X WQ 1z 1 10* 6.9 LOT 128 $r I" A V.A.R.• �g SEE WA 7& & Sf*" MIII LOT I REC AREA 106 F.H. .� I I FF 1� 2- SEF 07M & SEOER aAW SEE L 0 T 126' PRECISE GRAD/NG PLANS PA D 105 Q II I L 0 T 2 Jr I I i 3B �. FF 106 - .� I _ _ _. PA D 10 5,99. ..loll o• F. s2�1 I � t> j AO ly P.U.E. 94, W4 105.0.7 GF=1=.8 0XIr k--52- /J > op IZIS > ri r-i V Ell .. h i �_ A W. V V PI f0i 128.01A-, .45.00, ot V C4 LA > ........................ 1> :__s= _ A� z 5 %9-z 80 PW. PW SEVER 0 S=0.0151 PHA SE I W ,PHASE 8 SEE WATER & SE*LFR PIANS NS cr_ 0> 16 19 4 MENDOCINO COURT 15 � i g le PVr. STORM 0 S=O 00M ■ TSEE SMAW DRAIN PLANS ePVr PVC WATER SEF WATER & SEWER PUW ■ } f A < SEE SISI�ET 51 LD05-018GR SEE` SHEET 12 PHASE 8 PRECISE GRAD/NG PLAIN ,_. .. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY OF T E M E C U LA dj& - 0 DEPARTMENT OF PUBLIC WORKS Drawing No. rI A Rq RECOMMENDED BY: do DATE: PROFILE SCALE Inland Empire Division (951) 697-4= TRACT NO. 31898 Inspector SEE SHEET I No. 057835 Cedw Amm, SWI@ 300, Abw Waft CA 92&W ACCEPTED BY: DATE: —sZz4-Lc:lqr PRECISE GRADING PLANS Exp. 6/30/06 Plans Prepared der Supervision Of RONALD J. PARKS .00 Date DEPUTY DIRECTOR OF PUBLIC WORKS 0 TRACT C Date C1 V J\� 0- Completed 05/117/0%j DRAWN BY: CONSTRUCTION PHASE 1 Ae OF CA01 R.C.E. No. 57835 Expires 06-30-2006 DESIGN BY: R.C-E NO. 19744 Expires ---9/30/05 Sheet 3 of 6 5 N.Tk AS-ISUG.r VF L-I ICHECKED BY: .............. ------------- ---------- ------- PHASE SEE SH�r 5Nooc�A(0 T _ _ __ __-�-..Ry MG-1047.12 0AM 14, 101m,1047.41 0 APW go PK. PW M" 0 S"O.1--SEF WATER & SEWR P!AhS;6 KLAMATH COURT f �12 le Piff. S7M S=O." CMDM CX76`7�nM NOMS ISEE SMW .9RNN4PVT ^C UM1,74 Q1 CV6Sn?XT PRIVA7F DMIN fHRO&iW CUAW PER C 0 T STD 301051.9 Off. for JVM*ff 0 S=O.0200 4VOIRED PER &7A& SHO#N ON SHEET 1. 104.9.8 MP.---------- M1051.3 Nor. [L - I mmow oR APPROWD EOW. 100 4 Off. Nsuu r cts7w "N msN PER NnopwT 21 5 W. 4- S if ir PW PW WA7ZR wr. Ar jr C Ew wPHASE 2 SEE WAITR & SD" PL#6 SEE WAT51? & NSTAU r ^C (Sa? Z). i * W. 60 Slow-8 Nor 1fXR PLANSI=15 M.I 70P 4 S V r cowmwr Damnor PAwR P& m4wFAcmArRs ffrow w mv.105 765 I.Ce rL 5 87105769 AV. A00V 91 Ak5873I'w AV.Acwsmwr cowav Arwfww awwAy ApppoAcH 0Df TNL SHOWN ON SHEET 1. SEE WATFR & PER C.0.T. 57D. 207 MODIRED PERN0 SE*FR PLAN5I N - >V N NI t> .1.2 C4 4� P V z N't�1, A� t> 11 1 > 0 cowmwr cowRnr mmxmy (52o-c-25oq) PrR Dam smm cr. N V D L_jOW SHEET 1. N 1 22 N I FH. SEE VI N --i!!% I N7@ NSXL X PW (SCHEXLE 40) vca N N N >t> N I 1> N >t> . 1 1 N V Rf . I C* OA67RWr 4* P.C C. MROSroW WZY 0PANSOV JW AT wny Am J 0 a> AND WARE�0 410INT AT AWIMUM 5' IN71RVALSlo.01 .00 _.)t> 41-51 24.00 42.W 60.3yAd74. 7j .FL1059.7GF 7 4VJX jo % GF=1060 J1�7740 AVVAXWM SEEMU a 7 v 1 I t> 5' A",IM JV 0 SW. I.Rj Bor 17 _j - %%.7 *V-10W.18 0 AWAf 14'XV1w IM4.7 0 SM 5'1/3511 - SECT111ON NANiNAP I TMA-105024 0 MWC' IMAI A2P AA N.T.S. 1060 15 BOrIR itJ04IN -TS FR*w-r P/L 0.L TRAC7 BOU`NDAWY2"MN. iz LOT .,+o,., It; 5T I I FF 106 f-F 1F_F_ 106PERIMErER WALL - 7060. 2, PA D 105 - ,g FF 10FF PA D 1059. PAD 10 ki -it, PER ARCHITECT"S PLAN\PAD 7 059. 5 PAD 1060. Jty 951 1 A �• 1 CR rrib 1i 3B EXISTING GROUND or 5'1060. r1 .40r PROPOSED> MEANDERING 0!�., Y .. �__ SlDf VA�KSECTX)N "W-"W Ix is 10AS r. BY 0THERS 2 IX NTSto 9 Lft-2 044.0002.4X 42.00S-0 owl2 lj.16 . '.. . --NNW..17 IF54.&Y ---------- 8-116- 111m- V 91052.J BOT r 9?/ 1052. +1051.8 W. r SAff ,4 .< I011� G­ 06-12*Al2951'v II 10550 rOP. Sv`7 AV-1051,55' rw S1052.9 MPrr IM &WR 0 5 462+14 sn" 0 smdmf IMAI �6 ", sm I _. r1 IAwlez to 0 ssmwe -10W 101 a w 0 MN 94 dWr> A I'7 io&.& wr jr NOTE, 05f.j 7W. 4- S14.51" 94 1�7 . AND LOT 7 HAVE• Li 059 By rTae;_.ow m ra '' 2.af T 4 7STEPPED GARAGE (T) 8LOT 60 0GF=1060. 1 GF=1060 1 EASEMENT 35 441-6 LOT5b6tL07 • Jil16 10x 68 90 1060 80 80TF. CF1FF 10 6 1. ,35 X10' FH.low6wo- EASSMEYT PAD 1066 L 9 _j1 .75 BOT (L-� F �. -F 1061 ••1 1.2 Bor a PAD 106 1. 7 2�0 CT Ry t4A �.F' S4UjLiO T 7 t 0 TI_ _ 1064, FF 106 FF• or "11 ct� lot '300• 0 10, 20*4r 0- PAD 106 PAD 106 . 7op dOW SCALE.- 1"=10m119 yxa 2C �, � � �`• I p SIDEIYALK _00/ ---------- Pf RIA ff"77 R WA L39Alm" 42.V40IMP IIIIIIII11b1(%1.4* FIG (1061.6± FG 1062.2± FG� \�jl�062-��± F�1061.8± FG 1061-ft FGD04-018GRCONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companieso PLAN SCALE QRESS, CITY OF TEMECULADrawing No. C4Controdor AR, <Ac\ RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKSCO Inland Empire Division PROME SCALE li"pw or Uj M op TRACT NO. 31898 SE7 ShEFr I cr_ No. 057835 M Owtin Avnw SuRe MO. Abww Vahy. G4 92W3 (01) 097-M ACCEPTED BY: DATE:Date Exp. 6/30/06 PI Pr Supervision Of RONALD J. PARKSPRECISE GRADING PLANS "towBOUNDI Mtr / L50 7 -!,Pp red n d e r 4-o Comploted ;> DEPUTY DIRECTOR OF PUBLIC WORKS 0 AS-GUI IFF LOr3 6 -409, 1 o 05/17/05 DRAWN BY: 11� CIVI CONSTRUCTION PHASE 1 OF C R.C.E. No. 57835 Expires 06-30-2009L. DESIGN BY: R.C.E NO Expires9/30/05 Sheet 4 of 6 As-evocr FIr ICHECKED BY: PHASE BOUNDARY r PVI. PVC SEWER • S=0.0151 A1NM1045Jd • AM. b AYY�f014B 40 • MW SEE WATFR & SENSR PIANSSEF ShEFT 3 1045 5 1047.110 PHASE 6 PHASE I INV - Aw. MENDCINORT ( CONCRETE DRNE�AY oov 1, � ��� OR PAVERS PER PLM ��� �� I 13 4 15 ��• '�Y�� ' I LAV. PER ELEV. PER I w a P.U.E. wHEAE . a , j PLAN PIAN j RE IS NO00 ■ 18" PVT. STORM/ DRA/N • S=0 aID50 4 PVT. PVC 0 �T T- SEE STORM DRAIN PLANS SEWR • s=o.D501� '� fay o s raw. - --- 2 r PVT PVC WATER 7� s rc = 1 1 81106 '4h�, ' - 1052.8 6qT.• w 1 lqo 1 - * •�, _„ ...___ SEE WATER � SEWER PLANS ,�,y �? � far�•�o enT e" w fA5�3.6 617T. w I �IER°E �-- -- -� �-- d MIN. 10x676 TC, 1 STA. 13136.3 D1Yf' ti•�g 1. F V h �i s No SIDEWALK N N ��. 1056.26 F.L. 1 f 1052.1 SOT , --� -F. 'C+ C 2' RESIDENTIAL 12' MIN 30' MAX 2' it so goo W-16.25 = �• MIN. LIP , ... i i i i i i n 39.17' W 24 aD .�5.1T 5?.;9' I .�k - -- -- -- - - -- - - ��►- - - ...- -,.,. �- as ..._ -,�..� .� - - _. _..._� .- ..... - - - -- -- - - - - - - - - - - - - - --- - - -.... Q \�. 7•'I �C• . ,.r Ilk • , F 5• I •► ��' •!-�, •. I •�' '1 �' � p 1. RESIDENM s Lt �' S�-C-20 G10MCRETF soot 00- ti oi 617y . +�S ,� •� � � ! \ � � 2. 210 OF f LCL /�17GHT CILA419 R�7aLA�PL�D &T MEFM f4�G O DIRnfW4)5 WTH/N ANY ONE PRVPERTY FRMTAGE. ,x mww Amir Low staers CSW Acr,r r 7 _ 4�., - p 5• 0•R' , 3 =1 ,0 , v FUSE OF HEAGHT OF CURB, D9EMESS SIV EWALK � y 1' 0 I "' I E _ �N 11.OID� �F I d. �- h c� UNM SAND SLOPES ARE 00TA/NED. L&XM/D/W �' �" •� •. ni 4 1 I q 4i • SLOPE OF NNRPED AREA AGUACENqQ TO DRIVEWAY S' - MDT VARY AME THAN 6X FROM THE LOW- CURB a� amEx .SHALL c.� ' /TUD1/AW GRAD£ LINE O►' THE SIDEWALK. N o• f �; Awlf 104 w• sne � � � Mi 4 9 7 AV-1048.19 • AMNV A �. h �. 4. ,SEL' C.O.r. STMAGM Ma. 2M FM E,a'P1WS1l7 V ��.�. rte, `' AN+�f071�• S1LB 5 ,� Q, 4' I p I VWVT DIETA/L.� a AW-1048.25 • ANN � p v\� s •,�,� , + I W RESIDENTIAL DRIVEWAY APPROACH N.T.S. 0 + I w L _ ­. I ­. 1-1 %k I t : LOT- fay! - 2 5.an' 5,1T H.P. I ■V _ OT 116 i , FF 105 .S� S S 2 , PAD 105 . D FF 105 , 64 I 12' 18' I 18' 1r FF 105 FF 105 . .2 1 - 1058. 45 I � .17 � PAD 105 . PAD 105 . PAD 105 . I D 1057. 7 10.17' 1 CR 5 51 MR joi 4 '' . .,. 3' � ' �� P.U.g �-F• I %V i � � ' 11. ' 4 9 4 't, I I 1 6. 5' 14 ax �,�� ft 1� h I -di 1-111.? � 31.an' - F.S. 1as7s r.• 2 H� 1 1051.32 M. 0 �o . 1.17A' cy 1. ?,t G 8' I • S-0 02W is.000 1.�17r S .., � i i i i i i i i � � ~ �j 7/ • V s 7. 6 .L. ( Q5 n - - - - - - 9-jr, 4111111111D 4111111111b 2 yP Agr 6 p I n PVC SD 4 (6 I AP S=00178 i ry 0 2 ❑ Lit ids 21' 1., 1' , Iwe.faoa 43 ` . 18' C G' INh 1049.58 Aw"tam 10• Sw y 7 cs �• 4 hW-104704 • MW I STA. 12 .72 DII'f' I b n p 4 -o , �` 8 GRADM ?`110"11 ��. h - - • A1A�fQS 10 • S1CA9 S SEWER. S= 0954 � ►• 0 7 (W 16.25) I .. "' 2 17.5' ( ; M f n coNsmwT mw TE DRA/N rymwH cum PLR c.o.r. sm mi. 10 4 '�' I A�100/fTED PER DETAIL SHOWN ON SHEET 1. s �• . , 12M I PHASE o _._ __ ___ __ _ _. __._ - ❑ o��;� FI 3 12 FF 1059 Q2 aysrALL �" cusroM DRAW a�LsiN P Nnosr 2ca� arP E�uAL. 2 , I ■ ■ ■I ■ ■ ■ mi $ '. 1� GF=1059. 1 k � PAD 1059. 1.ax � / , I � � I --_____ ___� Q A�ISTALL 8" PVC (SDR 35) ti 7 EASElIlL7UT s-o t I c$j AMN. .d�� � I � % Q T AEGUdPATNE PAVFIP Pf/P A�fill/IA�IfAC1'Ul�'L�7P5 RLQ ll!'�N. o V Q -8. 05 6' cog • 11' 4' ,� - __ __ *_� Q cawsnwr a%cfiuE mmwAY (52o-c 25oq) PER Dam swww FF 105 ,P. a , in ,� �� �F- I av sHEEr 1. g a 7. ,3 ' PAD 105 . i � • 15 PHA - _ � ,5 9 , it I � COwsmucr CowRrr RE'SlDE1 Rm DRIVEWAY APPwmcH P& 8' H.OA ' A •, • Q C.0.T. STD. 207 MODIRED PER DETAIL SHOWN HEREON. , Q• 11.67 3 f� e � Jz 1.>Y I S.5 /NAGE � �� OCTAL r PVC SCHEDULE 40 � ( ) _ L 0 T il 06 NTI ii ii ii ii -- -- a Z I - - .� 3� I cowmwr 4" P.C.c. MMSCAPLf MYTH E71'PANSA�w ,II VT AT 6n1N ENDS i ° f FF 105 - - - ��' `D F �' 1- AND #PKE7NED ✓0/NT AT MUNUM 5 INTERVALS. a S-D.o � ,� v �' I � � � PAD 105 . A I 0� a� 4 I �s• I 4 1 2BR 1x MY.IVL 0 T 102 a -1 f-F 105 ��, � W � PAD 1059. 1 lei AN _702T `3A Awry IN 10• Sw 5' I I p 10 0 t 0 20 30 .._ " 17.5' i NAW-1047.74 • A/UW 44.17" L .. �� 7r 7 SCALE.- 1"=10' � a� 0, I< SE 3f 1 Ryl h 4 HAS BOUN Aw F oer• 1�r - �90 a •.y .� _ ._ _ � �2 . LO 95 PAD 1056.9 FF 1057.65 \ _ I =_: __ ___ 3 39 PAD 1aCS6.3 FF 1057.05 "�� � "` LOT 94 PAD 1056.4 FF 1057.15 I - ----�... R H.P. ;t. 42.99' �Id�# -,/ I . 8r� �� = %, yN• , ... �.� W f f rt �J I E SEES 3 PHASE PR C/SE GRA D/NC� PL Aco IV Lor tan PAD 1os�a4 FF 105915 nor �o� AD 105 .7 FF 10 .4 t� I Iwo � I 8 LD05-018 G R N CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE WESS/ CITY OF TEMECULA g Q DEPARTMENT OF PUBLIC WORKS Drawing No. C4 Contractor 4���p • A R'�(i F RECOMMENDED BY: DATE: t3lo� PROFILE SCALE Inland Empire Division W M TRACT N0. 31898 Msp+etor w No. 057835 M 21�D Cwtw Arsnw, Sub JIM, Ab ww IbOM G 9T553 (951) W7-d30�f - � • g SEE SHEET I Exp. a/3o/os ACCEPTED BY. DATE. Z'� a� pot. P ns Prepare Under Supervision Of RONALD J. PARKS PRECISE GRADING PLANS Compkted ILP C� �r pate 0 5�17�0'5 DRAWN BY: DEPUTY DIRECTOR of PUBLIC WORKS CONSTRUCTION PHASE 1 a 0CM_�F DESIGN BY: MSH AS. BU1LT FF LOTS Idt- 109 R.C.E. No. Explres - 06-30-2006 CHECKE BY: R.C.E No. 19744 Expires 9/30/03 .. Sheet 5 of 6 . V Lor t28 PHA E I . I . . ! / .�. / h I I Lr) _ • c� I a a hD v 14 15 0 . — — — — — — — — _ N 46'1315" W_ A �Q R r _ _ I C� 1 P.U.E. I13 ¢ 12.A�' I 12.Ob' A13-0-20.54 DM'f: Ob 24. ' ro . _ . I ° N 4VYI W • o Zt ; ,"N R2 -- — . _ _— — ❑I F 13065II 9. 8I,5 I._ ____ ___ -__- IIIIIIIIIIIIIIIIIIIIII IIII,II � �� ZS�■C IIIII ■ , . IIIIIIf,I LOT 105 L.I _.h30III Q' Coz fio��Lo o T 109 LOT 108 FT- 1059. 75 LOT 104 058. 85 f-F 1059. 45PAD 1059. DF-f- 1059. 85� 1058. 1 PAD 1058. 7 PAD 1059. 1 _ II 12.• :3:C::) I �� LI 2J.17 LI Q43 41PHLOT 10J 11111 ■ oil 00PAD 1059. 1 PH SE 2 7- 107 959. 85 05,9. 1 f _>. -, .r�, •❑ .I.. .•,CNi;i40c to, o to20' SCALE: 1"=10' LD05— gaWazZxI "o"��"t° �q.Z��Q,RaO►F�` CA��F 018GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE ESS, CITY OF TEMECULA ARDEPARTMENT OF PUBLIC WORKS Drawing No. Cont"Wtor RECOMMENDED BY: DATE: Inland Empire Division PROFLE SCALE o SEE SHEET 1 X No. 057835 Com Amw SWk X0, Abw Vbft CA 9M (951) 07—M ACCEPTED BY. DATE: xTRACT NO, 31898 Exp. 6/30/06 Plans Pre ared nder Supervision Of RONALD J. PA KS HORIZONTAL CONTROL PLAN FOR PAVERS Completed %P DEPUTY DIRECTOR of Puec woRcs 7y, C,V I\. 5/13/0DRAWN BY: ga DESIGN BY:R.C.E. No. 57835 Expires _ CHECKED By.- R.0-E No. N, CONSTRUCTION Expires V30los_ Sheet 6 of 6