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HomeMy WebLinkAboutTract Map 31898 Lot 63-81 Precise Grading GRADING NOTES: 1. ALL GRADING AND RELATED AC7YWr93 9 LL COM IDW I0 nW GRi4 W, EROSION & .SFMffW CONI ORD/NONCE No. 04-04, AND IF APftX'A LE, M STATE WATER RESOURCES CONI 61210 CITY OF TEMECULA, CALI 'FORNIA NPOES GENERAL PERMIT FOR COMSMUIC7UN` ACTWRE,S+ 2. BUILDNW PAD AND OR46 4GE SWILE SZOPES SAWL W A k7WVIIICJIN OF 1X DRNWGE` SWALES SILL PRECISE GRADING PLANS BE A MA'NIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MIN/MUM OF 2' AWAY FROM THE TOP OF REDHAWK PARKWAY GRADED SLOPES: fNISH GR40E SHALL SLOPE AWAY f1POM ALL E,717 ?TOR WALLS AT NOT LESS TH4N 1/4" PER FART FOR A MIN/MUM OF 3 fFET. TRACT NO . 318 8 PR4JE T ITE .1 494JI�I/C�M/ CUT AW fxL SLOPES .%Wt �E 2.-1. � 4. PR014M AS APPLAN&E, BROIL aV#S AESIGNLD rO COMfY IAO-?M S717NPIM fIOW, CONSTRUCION HAS �. �� �O� REDHAWK PARKWAY AR PAVIA IE GRADED ffWS, ALONG THE TOIP OF ALL GRADES SLOPES OVER 3' /N VfRnC4L HEIGHT '�► � �°FC, MAHOGANY PARKWAY NORTH OR THAT ARE ADJAC!NT Til GRADED AREAS M DIRECT SURFACE RUNOFF AWAY f]POM THE 70P SLOPES -- � �� LOTS 6J 81 5� ALL MAW SAWL BE DONIF MWER 7W OF A CA41 ESR, S01 WOLF VALLEY ROAD ENGINEER, OR EWhVFER)NG GEOLOGIST W O SHALL CERnfY rMT ALL RLLS HAVE BEEN PROPERLY PLACED AND N'�i10 SHALL SUBMIT A fTA1GIL COM REPORT fOR ALL RLLS OVER P DIEEP. lar 5 r�1 C7- Na. 29 TME crTY � TFi11E"CUU S PCJBLAIC Mt71RlY5 AVEX �g `305~ Lar I� r,�� N RAIN80�W CANYiON PARKWAY A A RFG�srE7?ED CA ON. EAMEM 964L1 SbIRMT 7D35a/s,5--73 a• 2'9'305' DEPARTMENT A ORmFN CER77Cr 70V OF COMFLLTON OF ROUGH GRADING /N ACCORDANCE SHEET 1 - � � +��a NVH THE APPROVf71 GRADING PUN PRIOR TO ISSUANCE OF ThE BUILDING PERMIT. CE7?I)fJ►G'A110N SHALL BE To LINE, GRADE, E7.EVA11'DIV AND LOC4nON � CUT/frLL SLOIPL"'.£ SHEET 2 - SIROEET SEC1117NIl� IMAX AMP', /'Ci (x71V5"TRl1CTI0trV NOTES, & 4VaAN1111 Es ..-.-._ -- �► AVVY MAP 7. f7/WL CO►MPAC7700V REPORT M11L BE RIEQUIRED POR ALL f11LS GREATER nW OAF fVOT -- S/�1T 3 - LOTS 7g-81 � `._ _ TFIgMMIS Cu�AE PG.979-D5 SHEET 4 - LOTS 63-70 ~ R %" � 4 ALL C'1s 4A014V1^ SAWL � DOW ASV WN nOW OF 77C Sots AM2rS'T11G�4TrON BY PETRO GEOTFCHN ifMG: (PRIGti/ECT MD. 4a►0622) A�4TFD 9-20-01. T1�0 SETS •S'H 5 - LOTS 71-77 ---- -~ w_ a V1 ;f OF THE fTNAL COAIPACnAN REPORT SHALL 6f" SUBMITTED TO THE PUBLIC M�ORKS DEPARTMENT SHEET 6 - ��'� �� PIAN � ���.� -����' Wl�//CH SHALL /IMCLU� FOUNL�4nON DIE'5'/GN RL�COMM£NGb4T/0�M5' AND CERTIf]'Cr4T/ONS T/5G4T GR4DI/VG SHEET 7 - HaRIZO/1ITAL COWTI PCW '� sr r l(f r 11� ]'�/� �/Q. 29�305-1 GARAGE 5 \` _ HAS BEEN DONE /H CONFORMANCE MYTH THE RECOMMENL�4nONs OF THE P1�PELlM/NARY SOILS RL�PC)NPT. (( 1 - ` L f 1'...y A' R o � �, `1 V " 11 I M6 3501465-78 „ � z 9. THF CnMTRACTAR SHILL NOnfY nW PER)r NORKS DIEPAR1al W Ar LEAsr 48 muss N AmAcr _ w RE ESTING f1N/SH LOT GRADE AND DRi4/NAGE /NSPEC770N. THIS IIVSPECnON MUST HE APPROWD ' "'r'� ~ w.,. - -� aPANS/ON p p PREMOLDED EXPANSION PR/OR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. � JOINT JO/NT FILLER ' M - - A°(!JBL/C Mt7MPK5 AEJ°AR"/xIL�7VT PYVE: (9109)694-6411 ar I ■ , �- _- `----_ y _ p J I a. -' -�...- N.T.S. for AV 1 r < ExPANsioN �ozNT 10. CVTAAV fKL SZAES S1i4LL 6Lr Pf40TFCTFD MlTfl A GOAIY4111ONV OF EROS'JON AND SANT Al4 ur�+ tw�► 6 "�"�°' o CONTROLS TO PROTECT THE SLOPE fROM EROSION AND INSTABILITY DURING THE GRADING PHASE. n twr� �1~WI d►, 1- ILI�:I.ice ..� 1.-i. I 11. POST-GRADING ACTM'rlEs SILL AIYIG`LUDIE, 6rlT NOT 7t7 LAINTFD 717, INSTALLING, *O E"API�IIC &F,, R 3e _.. - tw• tars o til 1 ■ yr rr GR"DCOVER TREES' SHRUBS OR A COMBIM77ON THE7?EAF IN ACCORDANCE W1'TH CITY CODES I _ � PRIOR TO THE APPROVAL OF RML INSPEC77ON. SLOPES' OVER 4' IN VFRnC,�IL HEIGHT SHALL HAW I � '" �� �' � a WEAK NE MJ � PERMANENT IRRGr477ON SYSTEMS MYTH BACKfZOW PRE12rA/TION DEWCES PER THE U.P.C. ,,,rte P15GISOE� �- uta JO/NT MW 12 f11L AMTE1" V SAWL NOT BE PLACED ON E,>17S71NG GROUND UIVT1L 71'tLr GfiO&VNb HAS &EN ACEARED sr I - -- n urn urs tar it? I ur a ■ D OF WEEDS, DEl9RlS, 1t7PS0IL, AND OTHER DIELE7FR10iUS AUTERIAL. A�' STEEP SLOPING TERRAIN OCCURS ' „ UPON WHICH fILL. IS TO BE PLACED, THE 7FRR4/N MUST BE CLEARED, KEYED, AND BENCHED INTO � �:1 V p � p p p RRA/ NATURAL SOIL f27R fULL SUPPORT. A REGISTERED CIkX ENGINEER, SON- EJ'VIGINEE , OR ENGINEER/NG GEOLOGIST SHALL APPRIOVF PLACEMENT OF fTLL. 1 �1 x ter s t,,.N rr M PANSI M Q ur• �j LEGEND ,�. _,___ �- ■ ■ �.� i JOINT 13 ORAI MOF SHILL AF PROVIDED UNTIL ORAAWGE` STJPC�C'rIAQEs AIQE" INSTALLED. BF - BACKFLOW PREVENTER --- - PRoTFCnVF MEASURES' smLL aF IMPLEMENTED m PROTECT AGt/0/NINIG AND DOWNSTREAM PRoPERTl'E3 _ ° �a � u. 10r"� tw"' IN tw� ■ I � � PROPERTY WEAKENED PLANE 30INT EF - DEEPENED FOOTING � � tern r t�'r"n ��� �� 1 \ N.T.S. FROM SILT DIEPOSITAON AND PONDING WATER DUR/NG GR4DlNG OPERAn�NSWATER DU. s� rr� LINE DW - DRIVEWAY 14 DUST SHALL BE CdN71FRILLED BY METhKK11DS BY WE CITY EDAM. FG - FINISHED GRADE 1-� � �_.._ � FL - FLOW LINE j ,�,. , �`" d1E*■ �" �� `"'� �" _ �» `�"' a �a CONCRETE DRIVEWAY NOTM 15. STABILITY C4LCUUITM M17H A FACA9R-OM-S�4fE7Y OFAr LEAST aw ANO f1VF-MVW(1.5q SHILL FS FINISHED SURFACE I I • awn • GB - GRADE BREAK }.� I � � 7 N.T.S. 1. EXPANSION JOINTS TO BE INSTALLED AT GARAGE BE SUBMITTED TO THE PIUBLAC MbRKS DIEPARTME7VT BY A REGISTERED CML ENGINEER, SOIL E7VGlNEER, GF - GARAGE FLOOR - - -' tarn �� ur,r AND AT PROPERTY LINE. OR ENGINEERING GEOLOGIST fOR CUT AND RLL SLOPES OVER 30' IN VFRT]ICAL HEIGHT. HP -- HIGH POINT `-4 I � �' ° ur• n, I ur tsr a ur 2. WE4KENED DUNE JOINTS SHALL BE INSTALLED AT 16. A REGISTERED CML ESR OR LICENSED LAND SZIRWMR SHILL SVIWT CERnf11�IRW OF INV - INVERT � I I � � BUILDING PAD ELEYATXJW. M'HERE SP£CIfAC EZE{/ATK�NS ARF REQUl14'ED, THLr ELEYATJION RCT TC -- TOP OF CURB -- --- - Mr ANN _ I o e e _ �� „r� �x 5' INTERVALS BETWEEN EDGES INTERVALS MAY BE (WTH I - urs VAR/ED AT THE DISCRETION OF THE CITY TO ALLOW TO MEAN SEA LEPEZ) SHALL B£ G/VFN. IF AN ELEVATION W17H RESPECT M ADJACENT GROUND TF -- TOP OF FOOTING I � ` MATCH/NG OF JO/NTS IN ADJACENT EXISTING SURFACE IS REOU/RED, THE ACTUAL DISTANCE ABOVE THE ALLIACENT GROUND SHALL BE GIVEN. TG - TOP OF GRATE I Pl�i�fi�l S ' GI u twit IMPROVEMENTS TW -- TOP OF WALL 17. EIR09M AAV SEDIAILW CONMOL: 71E PERMl171"E SILL ABIDE BY 1W OUTLAW AN .�..����. - TRACT BOUNDARY I + - - PUH PER � Rs P�RwPLAN Pte' P� ! � THE CITY OF TEMECULA GRADING, E740SAN & SEDIMENT COINIROL OIRD/NAMCE NO. 04-04 THRIOUGHOUT - RETAINING WALL BY SEPARATE PERMIT I �, j' • - - • • I tw>r ■ ur: /ICT sotwA/4Y - - �►- - - - I. 12' R.O.W. w►� i I THE DU OF THE f'RIOi/ECT, INCLUDING ADHERENCE TO THE STATE NPDES PEWIT ft7R ---- - FLOW LINE I --- --- are ,�,w ,,, ,w to st r,� SIDEWALK is PROPOSED 17 `'I I N I Mrs$Tu ur u►s rr tar ca► I - conrsTRUCTTaw AcnWnEs, IF,APPLlC461E: I �I p p � p ,� 1 SLOPE (2:1 MAX.) I taro i ! �s' q I Do i 18. E�'/SW DRAAWGE 00 RSES SWILL G1DNnAl1' ` TO nAVCIX W DUl'RM 7W RAINY SEASOW. Ab _ _ OSST7?UICRON OF ROOD PUNS OR NATURAL WATER COURSE'S SHALL BE PERMITTED. gD - LOT NUMBER � __ ._-- � WY ■ r r ■' I 1 PLAN 4C -• HOUSE PLAN TYPE rrar uta, ur sr u►s « ur er ur�r u► rr ur ar ural twat ur �� urs tw n i a 3 a 19. ALL 00RIVE'RS SWL X CLEARLY DFZAIVFATED AV 1W FIELD PRIIOR AO or fT-1109.67 - FINISH FLOOR ELEVATION ANY CONSTRUCnON/GRAD1NG g _ _._ ___ �._ PADS 110 0 � PAD ELEVATION - : .�. .,-, �- I p 40 solewo, 20. nW MjSr A9rM AN E1VCRg4CI4WW PERJIl1r PRIl7R TO ANY #VW WTHIIV A PUDIC TOP. - TOP OF PIPE � _ _ � _ � - �__ __ _ �-_-� C3 V BOLWARY RIGHT-of-WAY. _.__ _._ _ .._ BOT. -- BOTTOM OF PIPE _ �_ I n C.O.T. - CITY OF TEMECULA 21. APPROM OF P EZ PUNS By TW C/rr OMP /7S "An DOa Am REZ/L w rw APPL/C,ANT Am M's _ - _ _ r_ .�__-r r_1�� 9,3p, -. __ - LF��R�"�/� fJR,�./N�l a NJ E _ �; _.._ I � or MI tENGINEER fRW Thf RESPIOAIIIE/TY FOR THE" CARREC70V OF ERRORS OR OMISSIONS DISCOVERED - - - DURING CONST?XrM.. UPON REOUEST, 77C APPROPR147F PLAN RENSIONS SHALL BE PROMPTLY 3�af���5 SUBM/T!•£D TO THE CITY EMG/NEER FOR REI AND APPROVAL. r RESIDErtru� r 30� �u►x r �r �,. � UP ,If T Y OR PM+O"X ANY � ,h• M". �� � AS Atea � 22 THLF ASsu4A�CF ar- IMS PFRINIr BY Thi CITY OF T�CVU DOES NO � CLEARANCES fROM SM IF OR FEDERAL AGL7V►C/E5 REGUUnNG THE PAMSDAIS OF STATE OR FFDIERAL �TM�N�OOUAN"TM E7VL�4NGERED SPEC/ES' ACTS OR Wil TER' QUAL/TY RL�GUUnONS TME COMRACTt7l?/DWNE]?/bEYFLOPER /S =is•": PL pr PR �/r 8 THESE AGENCIES' PRIOR TO ANY �•;� 7 �, -' .•, " -:.'*�•`'�' a;. f`•,•`; AADeYE G111'�lt � RESPONSIBLE fZ7R ABTA/MNG THE APPRIOPR,44TE CLEARANCES f7POA/ `'J CONSTRUICT PR/VATF DRAIN 7HRU)W CUB P& C.O.T. SID. 30.3. •�"��.�,.. FLALIGL AP!"LICA�E SITE DISI URBANCES' OR GRADING AIODIRED PER DETAIL SHOWN HEREON. INVERT BE to 23 C DORING r M, at S11f4LL EIE WZED 0? &WRW Q2 #VSTALL 8" CUsTom DRAIN BASIN PER NnagAST oR E�If.ML 25 EA. EX MAP • �_ :,;:�~ --� 1. ft c&rNW NCRErL< L lIV THE /MMEDW 1F AREA WHILE A QUAL /f1ED ARICH4E0LOGIST EVALUATES THE f1NDS AND M4KES RECOMMENDITIIOINS: IN ADDITION, THE DEVl�LOPER WILL C00R0/KATE WITH THE P�E"CHANGA QAND OF LUlSE7V0 MISSIIDN /ND,G4NS TO ALLOW Q NST 8 PIC (SM J5). � LF SCALE: 1"= 100' g,� :1�=c .1"r Y *� 'L 'gyp ,' : 2. 2 n' OF FLXL A4EIGHT Cl/rP8 RE?xJMPED �1V 0 A REPRESEIVTA77W OF THE PACHANGr4 BAND Til MONITOR AND PARTICIPA77ON /N ARCHAEOLOGICAL INWS77CA77ONS r•1 00A1 CT DECOR Mf- PA WR PLR M4NUFACTL/IPER'S 7OV.. 8,240 S F. � � BRIWWAYS WITHIN ANY ANE PROPERTY FRONTAGE. z lF AND WHEN RESOURCES ARE ENCOUNTERED, INCLUDING PAR7ICIPA77ON /N DISCUSSIONS REGARDING THE �J -r nFACTS CONSTRUICT C'A'RETS RLFS'/OIE1Vrr& DM of WAY APPI�P MCH 1,452 S F. A W 0 v ra tie DISPOSInON �' CULTURAL 11FA/S AND AR Q ,� MFAL�RE"A61OVE LlMl1rI1�VG ,SYOIPES CrW NOT�' AIL�T PER C.o.T. STD. 207. MODIFIED PEI? DETAIL SHOWN HEREON. N.T.S. aur• '�^'o KC4USE AF HEXGHT OF CURB, DEPRESS SIDEWALK 24< WV Alb• 9,,3303301520ML SW ARE 08TAWED Q6 CONSTRUCT 4" THICK A/F4NDER/NG COINL'RE7F S11YMALK. 617 S.F. SZO OF WARPED AREA Aa ACENT TO D►RIkEWA 25. SEF APPROVED "I AAV FENCAVG PLOW"' FOR YARD AAV WALLS AW fEft0 S. Q cp�r coAc P1ETF Drri'/VFwA Y (520-C-25AD) PER L*7A& .S1oN HL"l4LrC�rVt 4 867 S.F. am Sh ALL A10T VARY THAN 6X f� THE L ONG- cuRe �` ITUDIAW GRADE LINE OF THE SIDEWALK. a 206: RETAIL NAILS SAND B F PERM77FD SEPOIAMMY BY THE BUILDAwG AND S4rE7Y DEPART". Q8 r G10IVCRE7F APES/DEML4L DIRIVEWAY APPI�4CH PER Ca T. SID. 2o7 310 SF MODIFIED PER DETAIL SHOWN ON SHEET J. 4� SEL" C.O.T. SIAMPIR17 Ab. 2016' fOR DOWN S`Il7W i 27. nW FtXLONW L075' HIVE EZEI MY..- 63, 65, 74 78 AMO 81. 9 INSTALL X PVC (SCHEDULE 40) 81 LF. F ISH FLOOR JOINT DUALS. cowmt cT 4" P.c.c. HARDSC4PIE orm IYPANSM �!'1VNr Ar Bony ENDS 720 SF EXTENDED FW77NG (EF) MIN. MINI RESIDENTIAL DRIVEWAY APPROACH s AND WF4KtWO PLANE JOINT AT A4 XIMUM 5' INTERVALS. " - PAD PER PLAN 'S N.T.S. EARTHWORK QUANTITIES: 2z MIN. I "' FINISHED GRADE � PAD 20x MAX. a CUT = 950 CUBIC YARDS (50 C.Y./LOT) FILL = 950 CUBIC YARDS (50 C.Y./LOT) 1 MIN F0077NG DEPTH PER � STRUCTURAL PLAN WE BENCH MARK BASIS OF BEARING SryALE BUILDING AND SAFETY Underground 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: of souther" �Ofnla MARKER STAMPED 68 RESET, 2.9 MILES S.E. ALONG RE1�1E11Z�D FOR COMPLIANCE WITH TITLE 24 DrSABLED 19 OF PALO ROAD PER RECORD OF SURVEY ACCESSIBLITY ONLY .� Can: TOLL FREE PALO ROAD FROM POST OFFICE AT TEMECULA BOOK 100, PAGE 28, IE N'45'28"W WILLIAM LYON HOMES, INC. EXTENDED FOOTING DETAIL SIDEYARD LOT DETAIL 29' N.E. OF THE PAVED ROAD 5' N.W. OF TEL 11800 STERLING AVENUE, SUITE A N.T.S. N.T.S. r1l m 1 -$00 RIVERSIDE, CALIFORNIA 92503 ,4Piv��rp BY.-, 7 /� 422-4133 POLE NO. 6295, C.W.T. 3 S.W. OF 36 CONCRETE TEL. 951 637--2260 STANDPIPE. ELB�'Y. 1039.378 TEL. 951 637--2251 LD 0 5- 12 8 G R ANA D4 TE p TWO WORK IC � BEFM You o�c i CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies , PLAN SCALE CITY OF T �pQR A sly os DEPARTMENT OF PUBLIC WORKS Drawing No. Controetor ,`��- O RACi ` , PROFILE SCALE RECOMMENDED BY: DATE. �o � Inland Empire Division ; TRACT NO 31898 No. os783s � A& 3W. Ab mw MAW, CA 925r"i�3 (951) 697-M . SEE ABOVE Exp 05783 ACCEPTED Eff PARKS DATE. Z Plans Prepared Under Supervision Of RONALD J. PRECISE GRADING PLANS Completed �'� C,V„ ,!` �� Date 08/16/05 DRAWN BY: DEPUTY DIRECTOR OF PUBLIC WORKS CONSTRUCTION PHASE 5 a DESIGN BY: 197" 930 OS R.C.E. No. 057835 Expires 06 30-20QL R.C.E No. Eorr. ------- TITLE SHEET Sheet 1 of 7 CHECKED BY. 07' FCT � Lr r 1�/or 501J � . J r _.._.. F J, , 0 .......... ..... ------ , - JJ �. 38 **-T Lor 76 I OT I TR-,'I I A %o_4f _ 1 _. _�._ --� . � __ _ 35015oLor 77 _ _ �. .� 7J 1 37r —— -- __ - _ _ 1 � � cor rs I ___ _.__ •._ MMEI- e.ZZSHEEr 5 ` A T BOIC7ARY — LOT 122 ,� LOT 123 LOT 74 LOT 12 I 1 Lor 71 _. 1. ..... ,... -.,. 36 M _ Lor x?8 - LOT 73LOT 71 1 REC. AREA -mom OT 124 OT 12 MooEL LOT 11 r ' LOT 1 OT 11 I 35 I I I AVASE BAl�1'IDARY I LOT 2 1 ! LOT 4 LDT 717 LOT 5 LOT ff j 1 i t lu . f --AE --�OWT-- Lor .34 LOT 3 LOT 6 I LOT 67 dd _ _—_ _ ._ ___ .__ c _---___-_ __ –_ �o 1 . _ ., + `� PHASE 1 33 SHEET 4 7i � I � r 1 LOT b'6 I LOT 7 I LOT 6� LOT LOT 110 LOT 109 LOT 9 i OT 11 I I DT 10 I I - OT 111 + I OT 10 � I ' I OT 117 OT 104 ` � ) 32 LOT 65 LDT LOT 10 ]}C — LOT 8 _.. ...: ._` LOT 103 _ - _ tS� -� LOT 81 LOT - t LOT 11 LOT 114 OT 112 LOT 113 LOT 107 LOT 106 LOT 102 L.1 LOT 11 f� LOT 62 d I .. _ LOT 13 --� 31� PHALOT 60 Ed LOT 82 �. LOT 61LOT 94 I I LOT 93 LOT 95 LOT 101 ;�I LOT 12 LOT 14 tS I LOT 59 — — LOT 86 OT 87 LOT 9 LOT 10030 N I __ ... LOT 8 r�►. - PHASE 2 LOT 58 I I LOT 15 LOT 55 LOT 17 LOT 84 LOT 90 /01' LOT 85 I LOT 88 LOT 89 LOT 91 LOT 96 LOT 97 LOT 98 LOT 99 ff 9 ff'r �` I I I i LOT Ss I I LOT 16 �c )ND/C 7ZS ENHUCED REVA770N I _. � � _.. .� � - i" T LOT 18 N LOT 57 _ I l � I .� It-,_ 28 pt,VS t .......... w.. f, Colwr�___ LOT 19 LOT 21 . ..._...___ _. _..__.... . — TRACT1?~ARY 27 f I LOT 20 LOT 22 _ z LOT 38 � I � LOT 54LOT 47 1 I OT 53 I I OT 48 LOT 46 LOT 45 I II OT 37 I I I LOT 40 LOT 32 LOT 31LOT 30 LOT 29 26 1 - - a LOT 25 LOT 23 j. 8 _.. _ _ -. LOT 49 LOT 44 I - 50' 0 50' 10D' 150' i 25 LOT 52 I LOT 51 LOT 50 LOT 43 LOT 42 LOT 41 I LOT 36 LOT 35 LOT 34 LOT 33 LOT 2 T LOT 26 LOT 24 a LOT 27 _.. i .. ... SCALE.- 1"=50' ` I �._._� -- a -- — -- _ _ --- .__--- __--- �`_ �- ,(� r: T ,'"fir' - _ _ _ _ _ r- J ' LK _ TRACT BOUVARY s CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith C o m pa n i e s ' PLAN SCALE Vol'' , CITY OF TEMECULA g Contractor `� �• ARDEPARTMENT OF PUBLICDrawing No. N PROFILE SCALE RECOMMENDED BY: DATE; WORKS o Inland Empire Division a SEE SHEFT 1 'n � (�1) �7� � z - TRACT NO. 31898 � No. 057835 7v 2�eM0 �'+�� ��. � JIDiO, AJbr+rno lib�j►, Ali Dotepkkw ExP• 6/30/06 Plans Prepared Under Supervision Of ACCEPTED BY: RONALD J. PARKS DATE: c�,, _ � PRECISE GRADING PLANS ''�,� , c J V 1\ � Date 06/16/05 DRAWN BY: DEPUTY DIRECTOR of PueLJc WORKS CONSTRUCTION PHASE 5 ° ... _ �..,.,. 0- OF OF CA\-\FR.C.E. �. 057835 E kea 06-39-2006 DESIGN BY: 197 9/30/05' " CHECKED BY: R.C.E No. Exp1mINDEX MAP Sheet 2 of 7 _-A k N I k SEE ShEFT 0 OF PHASE B ■ MFNDOCINO COURT '° '• rPVT. PW . • S�0123 �► , ',, .sf 1.df 1016?11 •- '• I • Mw N 47ER & SEP" PUNS . ,w,w \\ 4" PVT. PIC 1 DVI! , SERER • Sao. i 4" PVT. PIC 11 SMER 0 SMO. L9107d sor. 1 • ■ 1B" PVT. ST�71 m D�PAAN • S=o 0050 V, _.�_ 10".3 MP S h 0�7. 11r' SD. 1P 1A?. ". _----.._ . .SEE STC11R11/ DRAMI PLANS r Pvr. WA7ER • S=a o12�0 8 . .. B SEE WA TE & SEWER PUNS qw ;� .- Aw.-G.A h h ,b + iH43F5PHASE6 v kv k- I a ; SE BOUNDARY _w(w PHA _ 10IJ � 113 r GF--1055.B GF-1056. 1 IM. k T h 1 .5�5 rte � E• � 1056. > ° � •• •• k � I ( � g� I ,uN4►. a � PF 1�5655 1 -73 L07 do air k PA D 1055. 8 � ,: LOTI LOT79 W © 2� 1056. 85FF 1 7- 35 C6 FF 0 11' r � I I a PAD 1056. 1 P14 D 105 6. 6 � 4' fir ,3B/Q < t I � 4.17, I I s • I s-• k .%Off Kft S 1.1 AMJI' • F < - ° "'00/ ' •,� ',- _,,,� ._.._. �..__._._.,..... . m.... ..� .---_...�._...-_..rte. F S 44.1T �` TOW &OTM r • ! r ° '`'� Q 006 RUCT PRI VA TE DRAIN 7NROU6H CURB PER C.O.T. STD ,30.E o1 aWY. 1QxILJ1 ... w — _ _ — o,�. MO1DIRED PER DETAIL SHONN ON SHEET 1. s. �F ,�1d�os • Sw �5. I Q hVSTALL 8" CVS7 M/ DRAIN BAVN PER NYLA�AST 28�ABAGO8 AQP APPROKD MIAL. D y • l ,�,. Q4 COYVSTRUCT DEam TIVE PA wR PER mANUFAC7ufi S RECGI�IMLwA 7kw a • " 4'0 PVT PICC h I ( r Y D p t PW.. AC M11T17P' �> ' o I I Q CaINSTRUcr cavcRErP DRIVENA Y (s2o-c--2sao) PER DETAIL s�IONN ow sYEFr A p • 34 oto ' s• �• .�' I I ® COWSTRUCT CANCRETE RE:SVDENTTAL DAY WWA Y APPROAGW PER C.O.T. ' 3� C� I* STD. 207 MODInED PER DETAIL SHOW ON &VEET 3. ~ d�' I r.1 •, D e p c 9 ANSTALL 3 PVC (SMEDULE 40). o . 1 ti, nk ^ Q p 1025' � _ I I � CANSTIPCJCT 4"P.C.C. HARDSCAPL� M/TH EXPANS�'AN �g4'VT A T 6101H ENDS Q ` 2 ❑ —_- - -- -- r p e AND NEAAENED PLANE "NT A T MAXlM/UM 5 INTERVALS N k GF 1055. �. 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CITY OF TEMECULA N ARS DEPARTMENT OF PUBLIC WORKS Drawing No. Comfoctor PROFILE SCALE RECOMMENDED BY: DATE: SEEShETT I Inland Empire Division CP (01) W7-M TRACT NO. 31898 In" for No. 057835 •22M Cwtw AvI SuRe JW, ►Abwo Vaft, CA OM ACCEPTED BY: -A4)� DATE: tc>'r F-xp. 6/30/06 RON&D .1. PAWS P ns Pr d Under Supervision Of PRECISE GRADING PLANS Date DEPUTY DIRECTOR OF PUBM WORKS 0 CompkKed %I> 0:�-_ cl V 1\� ==X41:1� -0� Date 06/16 DRAWN BY: PHASE 5 OF \i DESIGN BY: r CXL R.C.E. No.------- 057835 Expires 96-30-20M CHECKED BY: R.C.E No. 197" EvIree 9/30/05 ...... L OTS 7`1--77 Sheet 5 of 7 LOT 68 LOT 70 FT_ 1056- 15 PAD 1055. 4 � i I FF 1055. 95 ' PHA PAD 5.2SE 6 X! 4C 3B . ........... PHASE BOUNDA R Y L.. 0o'l , \ - - LOT 69 � '� PHASE 5 '1 . FF 1055. 65 � PAD 1054. 9 I _ N 4rIJ750 w _ MENDOCINO COURT » 1A LOT 67 FT'i 1055. 75 PAIS 1055. 0 ca) Q 1V #6'r,�75` N� ; STA 1J++16.QS f MY. 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ARq � DEPARTMENT OF PUBLIC WORKS Drawing No. cq �<v PROFILE SCALE RECOMMENDED BY: pg7E; �e� ri y ? o Inland Empire Division CP '^'°"'°' X �. 057e35 � n�e�n c�. ,�, sem. aoa ra.a ►tryc a � �sr,�� e»-ebn (l� givk.� i a TRACT N0. 31898 ` 0 °'"D''�'° SEE �,P. s�,��� �►ccE�� er: °A�� HORIZONTAL CONTROL PLAN FOR PAVERS�� SHEET1 � � Plans Prepared Under Supervision Of RONALD J. p/1RKg sT Clvi� �� �--�- -aC-T�� p� Od/16/05 DRAWN BY: oEPurr o�EctoR OF vue��c womcs o OF CA��F� R.C.E. No. 057835 �Es�cN BY: PHASE 5 a Expires �—�-2� CHECKED BY: R.C.E No. 19744 Expires 9tML05 (LOTS 6f-69 � 80-81 Sheet 6 of 7 Ak LOT 76 � F-F- 1055. 55 PAD 1054. 8 I ' PHASE 5 t � PHASE77 BOUNDARY LOT 77 " FF1055-25 � � � PAD 1054. 5 I , - -- - - - - - - - -- - - - -y rRA c r BOUNDARY- LOT 75 �: � �. � 1e 1 -� 1055. 85 � 10,AD 1055. 1 ' PHASE 6 - -'ter M 92 JU 92 y Q) � LOT- 7- 4- - F-f- 1055. 85 LOT 72 PAD 1055. 1 FF 1055. 55 — � PAD 1054. 8 ( � In a i 9 LOT 73 FF 1056.25 � 77z LOT � PAD 1055. 4 I � a � F-f- 1055. 95 L _ `� < 4B PAD 1055.2 (N o � Lr) o v � [� a L �-J lO' O lO' 20' ,gyp• Y 0 s SCALE: 1"=10' s: m LD05- 128GR � CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies 1 PLAN SCALE o Contrmtcw . . . QROFESS/ n � CITY OF TEMECULA Rg A A o PROFILE SCALE RECOMMENDED 8Y: p��; / q�' DEPARTMENT OF PUBLIC WORKS Drawing No. N ��� � 2 0 � Inland Empire Division o No. 057435 2 nen awt . A.m^ saft aaa, rb.po ►moi: a 9M (951) e97-eaon � JO�,,.Y�,-- 121Sr TRACT N0. 31898 com�pMbd SEE ShEFT 1 � ��� 6/�/� � Plans Prepared Under Supervision Of ���� �' �A�' sf �,,,,� .< �� - � RONALD J. � HORIZONTAL CONTROL PLAN FOR PAVERS Y � d� - p� 08/16/05 DRAWN BY: a �— oEsicN BY: PHASE 5 R.C.E. No. 057835 E,��„ os—ao-2ooe R.C.E No. t97µ ��. 9/�/� LOTS 72-77 Sheet 7 of 7 CHECKED BY: