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HomeMy WebLinkAboutTract Map 31898 Lot 11-30,98-101 Precise Grading GRADING NOTES: CITY OF TEMECULA, CALIFORNIA 1. ALL GRAaAV AND REZATFD ACrMT F`S SAWL CONFORM A9 THF GIMM, EROSVN & .SMWW CONTROL ORDINANCE W 04-04, AND IF APPLICABLE, M STATE WATER RESOURCES CONTROL "0 NPDES GENERAL PERMIT FOR CONSTRUCTION AC77'V7'17ES: ADI G LANS Z. BUILDVING PAD AND DMPA/AfAGE SM'ALE SLOPES BOATEL 6LF A AAhVhlll'JN/ OF IX DRAINAGE SWALES SAWL ' � Y � RED�ilAM9Y PARKWAY BE A MIN/MUM OF 0.2 DEEP MID &r CONSTRUCTED A MIN/MUM OF 2 AWAY FROM THE TDP OF �A GRADED SLOPES: fNNISH GRADE SHALL SLOPE AWAY FROM ALL EX7FRAOR WALLS AT NOT LESS THW 1/4" TRACT NO . 318 8 ST�,TE PER FOOT FOR A MIN/MUM OF 3 FLET. PROJECT SITE •1 M144X1" CUT AND FILL SLOPES SAWL fif 2.•1. �0 AF"IW PARKWAY 4. Pfi'OVfDE AS APfALACABLE, CVA09F4F SROM' DlTG'HE5 DIES/GAIED 70 CONVEY 100-YFiI R STt1RN/ f ZOOK, AIMAHOrANY PARKWAY NORTH OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADES SLOPES OVER 3' IN VFR77CAL HEIGHT11 � 30 rq OR rmr ARE AamctNT TO GRADED AREAS TD DIRECT SURFACE RUNOFF AWAY FROM THE TOP 8 . 101 SLOPES. , .yf, #VLF VALLEY ROAD lOr � A ALL aPAar�G SAWL SIE DOW 1^V& 7WOri A cyw D� sm rR��r Na. 2 05_ ENG/NEER, OR ENG/NEER/MG GEOLOGIST #NO .SHRILL CERTIFY THAT ALL f7LLS MW BEEN PROPf7PLY *B 3501,6jJ-J7 PLACED AND MMM SHALL SUBMIT A RTAML COMPACTION /DEPORT FOR ALL fILLS OVER 1 DEEP. RA/NBO'W C07M PARKWAY 6� A REFGSMNED CML ENGINEER SHALL SUBMIT TO THE CITY OF 7FWCULA'S PIING OURMOS4*7n - DlEPAR1A/ENT A WRITTEN CERTIfICA TION OF COLI/PLE7rON OF RaIJIGH GRADING /N ACCOIRG14MCrE ..���.� `�"' :�, ,. LCJT~ /,3' WITH THE APPROVED GRADING PLAN PRYOR TO ISSUANCE OF THE BUILDING PERMIT. � � rR,��`J'' �/d 29305 � CERITFlCA170N SHALL BE TO LINE, GRADE, ELEVATION AND LDCAIIOYN OF CUT/FILL SLOPES: `` g _ / � VCMTY MAP f � _ - 7. f7A6IL COMIPAC" REPORT IMLL BE RflOU QLD FOR ALL f7LLS GREWER 7HW ONE fOOT - .___.._� � �.� 1F�41,S GU►aE AG 979 DS ti . -�-� R d ALL OlIADM)'VG SHILL AF DOW N COW MYTH fifCOAMOVEATUff OF THE PRLFL/lI^ARY SYNCS �:•� PATST7GAITON BY PETRO GEOTECHNI104L, INC. (PROJECT MO. 400622) MTED 9-10-01. 7*V SETS �►x T - � ._-_ _ LOT 14 TRACT NO. 29305-1 , OF THE RML COMPACTYON REPORT SHILL 6E SUBMITTED A9 THE PUBLIC #VRKS DEPARTMENT �1 � � �. �- :� MB' 350155-78 GARAGE v V V WHICH SHILL INCLUDE FOUNDATION DESIGN RECOMMENMTIONS AND CERITFTC411ONS THAT GRADIMG � !; �� - ��-� ��--- �� , HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIM/NARY SOILS REPIORT. /C Mt7RK5 DIEPAR7MENT AT LEAST 48 hl0r'/RS A'V ADI�AMCE `� __�_ _. G" p PREM SIGN 9. THE CON7RACTOR SHALL MO77FY 7W PUBLIC � '�`' _ � - -- ,. OLDED EXPANSION REQUESIIMG FINISH LOT GRADE AND Dl?A/NAGE /NSPEC7TON. THIS INSPECTION MUST APPROVE `, y ai. u•'" ,,, --_1 = :-- - - JO/NT JOINT FILLER PRIOR TO BU/LD/NG PERMIT CLEARANCE FOR EACH LOT. INDEX OF SHEETS. ` � A -� --- - SHEET 1 - TTILE SHEET , �, �. Pw�C #t714Ks DEPARTMENT Pf> (909)6'94-6411 car 1eJ ur r MC A� SHEET 2 - OVM SHEET �r AR r._.t, r � T--r �- � .. r I _ � N.T.S. 10. GYJT AAO fxL SLOPL�S S1rWLL l� PfRO7E•CTED M1'lh/ A COM/BIIW 1X�N OF EROSAON AND ��DI►AIENT SHEET 3 - LOTS 98-101 's �,s �,� ° PM�ti�l I m►. rwt �� �� CONTROLS TO PROTECT THE SLOPE fROM EROSION AND INSTABILITY DURING THE GRAD/NG PHASE.. SHEET 4 - L07Y 11-18 � ! R ha" SHEET S - LOTS 19-26 � � 11. POST GRADVI'bG ACT7V1'1E5 STILL A'M!^LL/DIE, BUT MDT 7n 6LF LIMITED 7t7, INSTALLIAIG, WHEREF�E, ur. j u►r urs GROUNDCOVER TREE'S' SHRUBS OR A COMBIM77ON THEREOF IN ACCORDANCE WYTH CITY CODES' SHEET 6 - LOTS 17-30 PR/OR TO THE APPROVAL OF RNAL INSPECTION. SLOPES' OVER 4' IN VERTICAL HEIGHT SHALL BANE SHEET 7 - MOffZONTAL CONTROL PLAN 1�j �, � `gyp � �' �' WEAKENED � JO/NT PERMANENT IRRIGATION SYSTEMS WITH SACKFLOW PREVSY770N DEVICES' PER THE U.P.C. SHEET 8 - HORIZONTAL CONTROL �� � urs q __. u►a car�r yrs W 11. f7LL AIUI TEI4/i1L S7wu MOT B.F PLACED ON E71'snw G oum twx TME GROUAO HAS 6LFEN CLEARED ' " ' U If 6" OF HEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS M44TERAAL. /F STEEP SLOPING TERRAIN OCCURS x e N UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO are % w f7RM NATURAL SOIL f�7R FULL SUPPORT. A REGISTERED CML ENGINEER, SOIL ENG/NEER, OR - - ur a ur. ur""` Q � EXPANSION ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. 1 art ur Im car�„ to „r ur""' r Q ur w I mr,� yr u }� ) JOINT 13 TEMP"RY DKA#1 SKILL 6L` PROVIDED UNTK P WENT DKAM6f STRr�CRMS' AW INSTALLED. LEGEND � `"" �� - - I � � PROPERTY WEAKENED PLANE JOINT PROT 0711 MEASURES SHALL BE IMPLEMENTED TO PROTECT A0JOIN/NG AND DOWNSTREAM PROPERTIES �►r LINE FROM SIL T DEPOSITION AND POND/NG WATER DURING GRADING OPERA 77ONSWA 7FR DU. �' cw n ur�r ur ter u ur sv rr iot ur N Ir two o � cor�o� }� BF - BACKFLOW PREVENTER tib� AN EF - DEEPENED FOOTING `ar'� � 14 DUST SHALL �LEn BY APPROVED BY THEE CITY ENG EER �,� -� CONCRETE DRIVEWAY IVOMS DW -- DRIVEWAY � n 15. STABIL/7Y CAL CULITIOMS #PH A FACMR-O 'SAFETY OIF AT LEAST aw MID fTVF-MWW(1.5) SHILL FG FINISHED GRADE -,a urs car= ur" 0 1. EXPANSION JO/NTS TO BE INSTALLED AT GARAGE FL �- FLOW LINE ; �1 ur ur car► ,,01 ur cw I N.T.S. AND AT PROPERTY LINE. BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CML ENGINEER, SOIL EWINEER, , OR ENG/NEEAMIG GEOLOGIST fO�R CUT AND F/LL SLOPES OVER 30' IN kERTICAL HEIGHT. ' �. .. .. - . ---- - I �s ,C �,r N gar K � 2. WEAKENED PLANE JO/NTS SHALL BE INSTALLED AT FS - FINISHED SURFACE GB - GRADE BREAK cor ""'� A 5' INTERVALS BETWEEN EDGES. INTERVALS MAY BE 16. A REGISTERED CML ETNGINET]P OR LICENSED LAND SURI�YC�NP SHILL SUBMIT CERTlf11G'A11OW OF GF - GARAGE FLOOR , i I VARIED AT THE DISCRETION OF THE CITY TO ALLOW HP - HIGH POINT BUILD/NG PAD ELEVATION. #NFRF SPECIFIC ELEVATIONS ARE REOU/RED, THE ELEVATION (#"H RESPECT INV - INVERT j -- T 10r~ "1s�' MATCHING OF JO/NTS IN ADJACENT EXISTING TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA77ON WITH RESPECT M ADJACENT GROUND TRACT!lIOIGIrDARY IMPROVEMENTS. TC - TOP OF CURB CONCRETE DRIVEWAY SURFACE IS REQU/RED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GNEN. U 07 �s �,r►At ELEV. � ELEV. PER ; TF -- TOP OF FOOTING i' i � PLAN I OR PAVERS PER PLAN p� I ; 17. EROSION/ AMD CON7741'X: 1HIE SHALL ABIDE BY THE RFQU/IPEMEIVTS OWLIACD AN TG -- TOP OF GRATE _ _.. I vr� �„ � � dr arm „r,v "r�' ur,r -- ' - - - - - - THE CITY OF 1FMECUL4 GRADING, �' ur• t 2 R.o.w. WHERE EROSION 8• SEDIMENT CONTROL ORDINANCE NO. 04-04 THROUGHOUT 1 u►�r I � I , ° �� I _ TW - TOP OF WALL �~+, n SIDEWALK I5 PROPOSED I �,� I N THE DiURA77ON OF THE PRO/ECT, INCLUD/NG ADHERENCE M THE STATE NPDES' PERMIT f77R �` ti� �s i , �7 V 1� p �i' �; CONSTRUCTION ACTMT7ES, IF APPLICABLE. -- RETAINING UWALL BY SEPARATE PERMIT) " W TING DRAIIWGE COURSES SHILL C10N771VLAE Tt7 fUMC711ON DiURMIVG lh� RAINY SEASON. AV - -- FLOW LINE e `, ;'; ur ur ur _ _ _ �- _r 18 E175 u.ar u.u ur,w crr u ur,r u► ur ur x ur ar s urs ears — I � oo I — OBSIRUC110N OF FLOOD PLAINS OR ArATUBAL WATER COURSES' SHILL �' PERMITI-ED. - SLOPE (2:1 MAX.) I - L - I - 4� LJ I � f7 PRIOR Til OF �0 - LOT NUMBER 19. ALL PROPL7PIY SHILL CLEARLY DELINEATED A'V TME EZD ANY CONSTRUIC77►0N/GRADING. PLAN 4C _ _ I tz I - HOUSE PLAN TYPE YA'i erfilO 11DARY '� - . f F 1109 67 -- FINISH FLOOR ELEVATION _... _LOT• 15 TR4CT NO. 29305—T.__.. IYOL� CRfZK DR4INA� CRA NNEL � 20. 1)5� AKIST OIBTM�V AN PERf1A'T PRA7MP 1t7 ANY MOIPI� M'17hN1V A P'L119L/C PAD=1109.0 RIGHT-OF-WAY. - PAD ELEVATION _- Jl SIB 350155 78 ... � _ r _ _._. � � � =� i TOP. - TOP OF PIPE 21. APPRovAL OF THESE• PLANS BY 7w a7Y OR /T5 Aaws DOES AA7T RELIEw THE APfoLIC,�WT AAO MS BOT. - BOTTOM OF PIPE ENGINEER` F14OM 7NE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIOtVS DISCOVE`-RED C.O.T. - CITY OF TEMECULA 2' RESIDENTIAL 12- MIN, 30� IrtAac 2' 1r' DURING aNST r UCT ION. UPON REQUEST 7HE APPROPRIATE PLAN REYIS/ONS SHALL BE PROQP`7Z Y MIN. � LIP t/7' SUBMITTED TO THE CITY ENG/NEER FOR REKEW AND APPROVAL ! �' 3 22 TILE /SSumvE OF ni PJ�RM/T BY Tw C/7Y DIF TFMECULA Dots AOT IMPL Y oR PrRowur ANY CLEARANCES' FROM STA7F OR FEDEft AGENCIES REGULA77A G 7HE PRIOVIS/ONS OF STATE OR FEDERAL (,�q qpm T�I(�11' Nlp� OUA ''. .�,` ENDANGERED SPECIES' ACTS' OR WATER QUALITY REFGULA77ONS. THE CONTRiAC70P100NERIDEVELOPER /S }"= •--'' �.•;. FLOtML1 EE � RESPONSIBLE FOR OBTAINING THE APPROPRW TF CLEARANCES FROM THESE AGENCIES PRIOR TO ANY � ERT' A ewe � c SI7F DISTUR84NCES OR GRADING. �1 COAIsmwT PR/VA7F DRAA�I THROUGH CURD PrR C.O.T. STD. 303 13 EA. r s" A/ODIF/ED PER DETAIL SHOWN HEREON. ' Y , t , ;l;:;�� �� 1. RES`IDENTLAL COWSnP�UCn17MV SIAILL � ` RIA�G caMNS�TRc/CnIaNI cucruRAL RE50URC'ES' ARE EuNTFRFn M�RIr sr�c4cl �` ItNLTFD arP Dn�7PTED INDEX MAP 52o-c-2500 CONCRETE t� 23. If,' DIJ Q AIVSTALL 8" CUSTOM DRAIN 84SIN PER Nf20PUST 2A"GOl6 OMP AOPRMP MAL. 23 EA. b� _ IN 7HE IMMEDIATE AREA WHILE A 06RLlf7ED ARCHAEOLOGIST EVALU47FS THE FINDS AND MAKES RECOMMENDATIONS. SCALE: 1"= 100' Al, i � 2. 20' OF RAI DIGHT CURB RE00A LSD �7 PEEN IN ADDITION, THE DEVELOPER WILL COORDINATE WITH THE PECHWGA HAND OF LUISENO MISSION INDIANS TO ALLOW INSTALL 8" PVC (SDR .�5). 580 L.F. DRIVEWAYS #!'THIN ANY ONE PROPERTY FRONTAGE. z A REPRESENTATIVE OF THE PACH4AG4 BAND A9 MON%TOIR AND PAR7CIPA77OW /N ARCHAEOLOGICAL #4f577GAT7ONS IN 1 a IF AND WHEN RES'OURC'ES ARE ENCOUNTERED, INCLUDING PAR77CIPA77ON /N DISCUSSIONS REGARDING THE CONSTRUCT CORATNF PA PER MANUFACTURLRRIS Rf"COM WACM7OV.. 9 488 S.F. �� �'��� � 3. #HERE A6bVE LMIIT1f�G Sr01°fS CrAN MOT� AIET aSPOSl1TON OF CULTURAL 11FMS AND ARIIFAC75: Q CONS L/C DE s rMc csaieou�s N.T.S. � � CAUSE OMS` HEIGHT OF CURB, DEPRESS' SIDEWALK z CONSTRUCT COMCRPE RESIDIENTN DRIVEWAY AP1�R04CH 1,663 S.F. UNnL SAID SLOPES ARE OIBTA/NED. LONG/TUDl11NL 14. MATO MO• 9330330152 SLOPE OF 0RPED AREA ADI/ACENT TD DRIVEWAY PER C.O.T. STD. 207 A/ODIFTED PER DETAIL SHOWN HEREON. SHALL M7T VARY MORE 7NAN 6Z FROM THE LOM,^- W " cuRe ac currER /1z/DIN& GRADE LINE OF THE SIDEWALK. � 25. SEF APPROVED It1�ILL AMO FE)VCAtiG PLM " ft7YP YARD AND PL`RINILFTFR ILLS AMO CONSTRUCT 4 THICK A/EANDER/AAG GIOAACRETE SIDEWALK. 1,480 S.F. EAPANSION 2�6 RETAINM MILLS SHAU BE PL�W177ED SEPARATEZY BY 7HF BMDA'VG AND SAFETY DEPAR7MEH. CONSTRUCT CONCRETE DR/VfWAY (520—C-2500) PER DETAIL SMDWIV hYWON. 4,863 S F. Ix 0. 4 SEE TA r. STANAUPD Ab. las f�7MP .A�VNT DETAIL, FINISH FLOOR 3 1 17. THLF fTILLOMlW LOTS' AMW E1VWYCED EZfVAWN.• 11, 13, 16, 21, 24, 26, 17, 28, 29, 99, AAO 101. � CONSTRwT COMV wv Rf5/DENTIAL DewwAY APP/R�ICH PEr1P C.O.T. 620 S.F. EXTENDED FOOTING (EF) MIN. M/N. RESIDENTIAL DRIVEWAY APPROACH STD. 207 MODIFIED PER DETAIL SHOWN ON SHEET J. • " PAD PER PLAN I '5 N.T.S. cc EARTHWORK QUANTITIES. 148 L.F 2X MIN. I K' 1� A�ISTALL .�` PVC (SCHE7XILE 4D) FINISHED GRADE • CUT 1,200 CUBIC YARDS (50 C.Y./LOT) PAD 20.T MAX a FILL � 1,200 CUBIC YARDS 50 C.Y. LOT Q CONSIR(IICT 4" P.C.C. HA/PDSCAPE MD7N Ea'7°ANSAOrV �N'VT AT 6171N EN10S 1,035 S. -. • C / ) AND WEAKENED PLANE JO/NT AT MAX/MUM 5' INTFRVAL,� 12" MIN FOOTING DEPTH PER STRUCTURAL PLAN RE BENCH MARK BASIS OF BEARING SWALE Underground BUILDING AND SAFETY � DESCRIPTION: RIVERSIDE COUNTY 600-62-69 1970 DESCRIPTION: Y Service Alert BRASS DISC SET 1 EAST OF CONCRETE POST THE BASIS OF BEARINGS IS THE CENTERLINE OWNER/DEVELOPER. of Southern Calilo go MARKER STAMPED 68 RESET 2.9 MILES S.E. ALONG RENEWED f�P CONI/PL,(ANCE MYTH TT1ZE 24 DISABLED39 • OF PALO ROAD PER RECORD OF SURVEY ACCESS/BETTY ONLY .1 Call: TOLL FREE PALA ROAD FROM POST OFFICE AT TEMECULA BOOK 100, PAGE 28, IE W45'28"W WILLIAM LYON HOMES, INC. EXTENDED FOOTING DETAIL SIDEYARD LOT DETAIL 11800 STERLING AVENUE, SUITE A m 1 -800 29' N.E. OF THE PAVED ROAD 5' N.W. OF TEL RIVERSIDE CALIFORNIA 92503 N.T.S. N.T.S. POLE N0. 6295, C.W.T. 3' S.W. OF 36' CONCRETE TEL. 951� 637--2260 — APpROVfD �- �' � 422-4133 STANDPIPE. LD05 019GR E DATE , �rMo WORKM DAYS e�oRE You DIC ELEV. 1039.378 TEL 951 637-2251 I CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY 0 TEMECULA S oRR�Ass/q, rTKC DEPARTMENT OF PUBLIC WORKS Drawing No. Contractor � O 3' R'A� �` , PROFILE SCALE RECOMMENDED BY: DATE: � �� vo � Inland Empire Division RA N31898 � SEE ABO VE w rr, TRACT 0 PRECISE G N CONSTRUCTION PHASE 2 LOTS No. 057835 rn ,22dlD Cwtrlw A www, Sub 3W, Abrwno NAW, CA 92553 (951) ®97-WW ,5 j� O� Inspector Exp. 5/30/06 ACCEPTED BY: DATE.KS PRECISE GRADING PLANS Date Pla Pre ar Under Supervision Of DERONALD DIRECJ. TOR OF PUBLIC WORKS a Completed �9 �l �� . Date 05/19205_ DRAWN BY: CO N STRU CTI 0 N PHASE 2 �OF CA01� DESIGN BY: 197 s 30 os R.C.E. No. 57835 Expires 06-30-2008 CHECKED R'C'E No. Expires / TITLE SHEET Sheet 1 of 8 OT J TA r CT 11 OT_ r J TRI ]�c 0 5 55_z ..may. •`_. / ..... 38 LOT 76 T A/0, 07J 1 Tfi� ...._. 3501 LOT 77 _ J LOT 753? - -_. I MODEL LOT 122 I LOT 121MODEL I - - [LOT 123-1I Moan I TA' T BO�C�111DAR LOT 12 LOT 74 x.., i LOT 72 35 � . _ _ _ __."... nor rye - -----�. _ . Y . LOT 73T1 LOT 71 ____ .. . REC. AREA -- --_ I LOT 12 MODEL MODEL LOT 1 -- ..._ ..._ OT 118LOT 11 I LOT 2 9 ~--- _ 1 3 �-----� ------ .-_____- - LOT 1247, + I Y O -..-- If PHASE BDL'lIIIDAR LOT 4 T 5 LOT 70 LO __ - -- -- LOT 68 - _ _ 77 Y 1 3 - LOT 69 _; . _ _ - �} _ - ��0 LOT LOT 6 I LOT 67 I ____...__.___ _ _ .- - - - - - I f .� Nom. _ 33 LOT 7 r I OT fib ,. LOT 78 i [LOT 117 LOT 109 , L 1 1, �....... ... .. I , _ ! ! LOT 104 LOT 9 LOT 64 I I LOT 79, I 1LOT 11 I r OT 1161 I + I ;LOT 11 + OT 10 I I �OT 10� , - -_______.._� 78 Sl ..._.._... f TL ....... LOT 65 , j l._. LOT 10 _ . LOT 8 LOT 63 _- --__ _.._._._.a.. ._ .., -- I C LOT 10 PHASE 1 _ I f ; LOT 81 : LOT 80 LOT 106 PHA SE 2 LOT 114 r I LOT 113 T 112 LOT 107. - _I.... 1 1 . LOT 11 _ PHA �. LOT 102 �� - , f _..._ __._ _ F 1 LOT 11 LOT 13 �-) LOT 62 L 31 LOT 60 S> ' LOT 82 _ f ` � ( --'-------- LOT 61 V".- �=IT-; i. P� E '�' � LOT 94 � LOT 101 I LOT 1t LOT 14 - - _� [LOT 59 LOT 86- I LOT 87 LOT 92 LOT 93 LOT 95 Ci) -r- LOT 83 _ i;_ } 1Ji ;1) LOT 15 LOT 58 LOT 55 ( I __.___� a t 1 _ _ __ LOT 17 29 I LOT 89 LOT 90:i I LOT 84 LOT 85 LOT 88 LOT 91 {LOT 96 LOT 97 LOT N LOT S9 I T 16 7�C #OWU MIMN00 �i4TIDN ,. .- _ r LOT 1d N LOT 56 _._.-. - _ I LOT 57 28I I Owl_ I LOT 19 LOT 21 I _ TRACT BoemARY I 27 I - LOT AV —�- r �' , LOT 22 z R- .,j , r I I l LOT 53 LOT 48 __ LOT 45. .I I LOT 4 - LOT 39 I LOT 38 LOT 37 I I LOT 32 -� LOT 31 LOT 54 - I I I LOT 47 LOT 46 i_ LOT 29 ' OT a� — — a w 25 LOT 23 LOT t3 _.. ._- 0• �. �. 0. h 1 15 p ` ; h LOT 521 OT 51 I LOT 50 LOT 49 LOT 44 ._ I LOT 43 ' LOT 42 - LOT 36 try LOT 35 LOT 34 SCALE. 1 =50, LOT 33 L� a 25 L LOT 41 I , LOT 26 LOT 24 LOT 27 T O.T 1_5 [ j V. 6.1). r TRACT BOEWARY -- 1 �' rr DR, 1 fir _ � � JJ ��_7 0 � �. LD05 019GR ............ . CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY OF T ape A q t o DEPARTMENT OF PUBLIC WORKS Drawing No. Contractor ,�� �O a Rq F PROFILE SCALE RECOMMENDED B'Y: DATE: a. � Inland Empire Division � SEE �o cam ., sr�. aaa ►�►, a (�s�) e��-aaaoTRACT NO. 31898 S�r o No. 057835 ACCEPTED BY: DATE: � 14 aS gyp• 6/30/06 RONALD J. P RKS PRECISE GRADING PLANS I 3,7D 0/ Data � � P s Pr a Under Supervision Of DEPUTY DIRECTOR OF PUBLIC WORKS c Com~ CIVIL ! Date _05/19/05 DRAWN BY: iE CONSTRUCTI N PHA E c�►��F R.C.E. No. 57835- Expires _ 06-30_ZQ8'. DESIGN BY: R.C.E NO. 17 E _ 9/30/95 INDEX SHEET Sheet 2 of 8 CHECKED •� SEE SH `T ' PHA SE 1 PRECISE ORA DNG PLA 18.50' . ._r. _ 6 ---�- ._ fPHASE I PHA SE 3 25.50' 12.00' a5B g 1$. g 1 I �• 0 PHA SE 2 , F 42.99' _ �• SE BOUWARY7 7 ' � 1 i 1 � as• I MO 20 n LOT 101 FF 1059. 45 t Hary NOTM aar k h bt -- PAD 1058. 7 I r I COA6MWr MVA TE MAN PMXVH cURR PER C.o.T. STD. 303 '►,1 I A/oDIRED PER DUNt SHOWN ow SHEET 1. MUr • , I i MTALL l�PA/rV 8 SW PER M241gASr 2WIGM OMP APPRI11 VED a LOT 100 �O ar Erx,�L. `' I I 07AILL r PVC (SM J5) L D D 9- 5 105 FF 1059. 15 > I I 4 cowsTr DEcorPATn�E- PAVFR PL�7P AAC7rR� REca nnw.7. 65 I � 'OFF t PAD 1058. 4 , '.• f� , � I i ( Q cowmwr cowffTE mmwAY (52o-c-25oo) PER Dam smvw Ow sir 1. PA- D 1056. 9 � �� Mime Pu.E w A 4BR a� � ,, I 8 r Mnf WAY AM"CH PER C.O.T STD. 207 AOD00 PER DETAIL SHOWN HEREON. I .� _ 6 A I f 4" P.C.C. tARDSCAPE Wl7H EXPANSA W J1W Ar 617TH ENDS a h h AND WEAKENED PLANE JOINT AT AIG4XIMUA/ 5 INTERVALS. 101 r Is >�N"R b p D �� � .�, D � ��,1 rig •�, I ��• A�1MU410 • SRO S. 0.aff .I I�aA. PVI: S • '�u'0.AS16 �Nr ::> v 1111117 — -- E• ' ° 10+95.JJ DWY. � �• � � �. �: �A�ER' , 8 � n � � i� eco PAVERS ��i I01 E (W-24 ao) Q• I PER EUV. PER I P.U.E. WHERE 01 ' PIAN00 h � � �•� - I � I PLAN I SI ALS NO f 53.99F8 ;01 ' ` 5 1. ��5. I n w ,ERE -- -- --�_ _ _ - -- -- --- ..1-- -- ---- f I Q Is SIDEW,, d . 1 I I r P• N I r RESIDEN 1 r � 30• 'MAX z up i/t 1 f a1' LOT98 I o N • �.ed • FF_ 1058. 75 • �/ PAD - tD T 1058. 00I � I ^ FF 1057- %1_')"_:5 FF 1058. 65 OD r 1. Rf3ZX% t�L SWI aF V P14 lD 1056. 8 PAD 1057. 9 I ---f 520 -25M �,� s IW F A M' OF f W hf XW CtM AEVARM ffnkr& E•F" t •� I j c ` I ( I 3 NHERE A61 w L�NA71wG sxa%"s CAN Abr aF AIL? I A FUSE OF HMff OF CON ,a�A%Z •AfDE " • I • l Ma SMD SLOPES ARE 08MAED. LOdVIG/IUD/NAL 8 SLOE OF WARPED AREA A&ACENr M XNEWAr I Z ' CUM & GUTTER �GRAME LIT VARY NE TMESIDEWALK.TMN 8X f RW THE LANG�- p i � r o a��• SLI o "WIP * � CO.r. SMADW Ala avis FW DOWaW 1 a .�ip►�VT DIETAKS. GF 1057. r GF 1057.9 �.�.. E ;�sy 4 , .2s g 8 RESIDENTIAL DRIVEWAY APPROACH ___..,.. p h N.T.S. ` DQ L� n n 1 10 I l v a , D1> AWD Ole ebj �e- Z D t ,a `Obi6• � _ '`�' Z — ,._ --- -- - ._ - - — — a F• — F.S . �v 1 — �' a 4 T 1> W NOTE= N .x.99 - I !!!!!!! LOT 98 HAS / � . � STEPPED GARAGE (1') Alks 1 ■ (46 d" PVr. SEWR • S=0. 50 h 3 r' � • SEE WA & SEWR PIANS ;,. �' .,. W 14 15 1d" Pi?. STOMPII/ DdPA/N • .AD97 -' ,. ► 8 iX RIVERS co r ��- ST�, D�,, MANs .. r PVr. PICC 07M SEE WArFR & SE*FR MANS p�\ too 0 1o' 20' 30' SCALE.- 1"=10' N St M 4. M M N ...� I I N I SEE ShEET B � m M v ■ N N , . N I L LD05--019GR W. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies , PLAN SCALE ' CITY OF TEMECULA � �ppR�• AR S- DEPARTMENT OF PUBLIC WORKS Drawing No. Controetor �`�`� �,a PROFILE SCALE RECOMMENDED BY. DATE. C17 p Inland Empire Division o TRACT N 0 31898 I mwdor � No. 057835 7Ir�0 CocM ANmnr, S+� MO, Nampo Why, CA 923�SJ (931) W7-d3� � p�f+ • SEE ShEE7 1 � 6/30/o6 ACCEPTED BY: DATE: �' P ns Prepared Under Supervision Of RONALD J. PARKS PRECISE GRADING PLANS Co^pM"d C���� ��r 05/19/05 � DRAWN BY: DEPUTY DIRECTOR OF PueL�c WORKS CONSTRUCTION PHASE 2 a Date _ __ -- __ OF u0i R.C.E. No._ 57835 _ Expires 06-30-2006 DESIGN BY: 19744 30 05 Sheet 3 of 8 �� R.C.E No. ECHECKED xpiry • �.foao1 • MW SES` sIkEr 3 r PVI. PVC SE11ER • SM0.0 m uw"fo� . MW WATER & SEWER PLANS SEE SIEEr 5 PHASE 1 rHIr PK PIC PRECISE GRAD/NG PLAN � �,� KLAMA COURT . s=o.05on 12 10 I 11 ■ w _ ■ -- ---� 4 PW?. AV s� _ � �.. le PW. ST0�11/ arQAw • S=0.0050 100.5 �9 o 7 s Q . $�WX .5 . 1 �- fO51.av _. _ _ - __ - ___ __..-_ __. _. �. __ ---------- ----- __ - .... _--..__... . . .... _......- __.... . .._._. i� MO. Ar a" PVI. PVC WATER • - � BVI!=fOf►�� Q� T.� 0_1165775B�FL OS . .L CM T m NOTM 61�T. w SEE WA7ER & SEMEN RAW 105762 05764 ANV A . - - - - _ - - 1057.22 T.� 5 1057.36 T.C. 5 10E57.�'S T.0 1 5 05813 T.C. k n . g� 1100356 �. �• 7 5 r.c• Q C01VS7RICT PAYVA 7E DRAN IHROUAI:I C448 PER c 0.T. SSD. 303 1056.60 FL ' 7.86 F.L 57.. 5 F.L 1 (r 1057.63 F.L ■ G .65 [. 6.64 A4M. 910 MN. 1057..3'9 AW. 145 $, 1057.67 An! , v5 69 /NV. ANDOlf7ED PER DETAK SHOW AN SHEET 1. N N I� N N , N N Q2 ANSTALL 8" G71S7nV DRAIN BASIN PER Nf201�AST 2&VA08 04 APPROWD EOLIAL N N v 1 N 1 ❑ N N N a tp �F C . (� �N .,a •• cV "� �II � .� N N N � ANSTALL 8 PVC (.5�7►1P U� N N ,0 \ N� ,} 0 I .� M � N N N N NN + N M �• N lly S SIO"1 N ' "^' N ■ N W Q CONsm1cT AECOIPA 77VE oA V£R PEN A wAwAclll141�Rv REG1A11tN/LmA mw.. N p N N ¢ N w----� �► v ,p N ° N ° ° N N Q cio SMUCr CaVCPETE &EstN77AL ars WWA Y APPROAOY i i i i i i i i i i i � i i i i i i i �� � 1 . - ' PER C.D T. STD. 207 AIOlDIFIED PER DETAIL SJ�IONW OW SHEET 1. - r 10576 40.17 24 , .� 42.A0' f0o9 aw. ° ; �� 1� F.L O �,�• � 1057.63 AW. � �� , � vi � ; CtWSMWT 4" 7HIEW AIEANDEIri'1NG COINCRVE 9V E WALK tp � G�' 1057.9 yo h 1 , Q COMAWT COWCRElE D11 Y EWA Y (520-C-2&V) PER DLrrA/L 'qy0 V 01V Q ; d "! k S ~ k k D ,54EET 1. T e, �`� S 1�P. v 1 ANSTALL r PICC 40 .G 1` !• Car Qhs• ''' c, F�' ••� s ��• v, f8 G` CMS71PWT 4 P.C.C HARDSCAPE M/1H D PANSydV xwr A T 61D1N ms AND WAKENED PLANE JVNT AT A AIMUA/ 5'INEERVALS GF-1058. k EF. ' GF-1059.5 i o 1058. CID ' .. ii - r �faa.too I .. v g•- NY-10477 • MW � 1059.50 BIDT 1 �. fir A 10' A7• SMAS 5 $ A E•f • 55 Mr5 hW-10448.04 • MW i ' WT 9. fir !059.910 61D 85� MINX �„ ac f7• - _-- ___ ___ -_ _ smear .. ` 7 FF IFF 44 - 0 7 10 LOT 17 LOT 12 H.P. FF 10 6 0. 45 FLFF_ FF 1059. 65 k , �sr� 1059. 55 � � _ � � .:y .��D � 0��9. �' � LOT I I FT_ 1059. 55 FF 1060.25 FF 70�5 9. 45PAD 1058. 8 PAD 1058. 9 k o0 � Q a PAD 1059. 5 7,�D1058. 7I PA D 1058. 8 I I E f. a5 1B 1AR x i �- xB SECTION A A • �C �I f 1 f aa V N.T.S. 1 9• r l' �' AAIK �' „� PHASE 2 PHASE 1 r , �" -� P k i 1 I I r �- I TRACT BOl1N�DARY 0. I �► d 2 10570 T. � g fQ'f7! r.� 7 � f� �' PERIMETER WALL f051.X A'W. ._ �. _ `. `� �"-� 'y�° --rte- -_ - PER ARCHITECTS PLAN ' 052 9b 9 .� 44.x' � 40.X 44.1 •& �7. 35. ' �, -_-�. •s, �N ��' �, 1ecr -M av 55.31' •� � � ' ., _.._._ .,,,t _�._.._.�_.�_... .-._ -.r_- .. . _ VOW EXISTING h��,• �• � .��... __... .._.. . �,,,.� ____ . .,w�-___ �_._ _ --�- - o . 1. z 1a5�o .� 5=0.0100 S. .50.051 2 'O6Q F •< � ♦ h ,� 1051.94 iiw. 8" Plfi QVC SD F• �• 45 Mn! G. ' GROUND .G•8' 0 S=0.1400 �a 1069;4� � � �-• F• ..,� j �1, i •- FF i.5' �F,c- .. ,r 4' PV'T Ao _� 5 �"' ,wr AV r� o � MEANDERING ii ♦ S= 0.1001 i�Jll fa t t3 i sn 0 � O-AW II SIDEWALK 130-OW �1'I�V=1049.35 .S' 40 PW 11QSf_1 Wr r 1A 10Pi8.41 v w [�•� SECTION #44-1W4 AV 1 s ° 1 .4 rtao s 1 ����` 1� .6 F� 3 14r- S � AM�fa' A7 • SRA! rr I Nr N.T.S. fa�a11V .2 �, A � A c� 12 1059.15 r I �, F•S• ° 10M.70 -- _ - LN _; ,�• ' ,h o EASEAI l asp 54 nw 2 _ - _-_ --__ 2 X318, - 1&25 � NOTE �:T �, -45 BOT I 3 r. 2 � GF=1059.D F-1059.0 f o 1 I� 1 . >�1- 07 h�,. I 'f , a 72 hvv 05-9.9.#0_BM0T % 15965 BOT 2 T �� , T W LOT 14 LOT 15 HAVE ' r0 4, 059.79 I , ,, I :Q• 1 .75 Tri t I .1 T I W I E 1060. ,95 fa�en.2o �• oSTEPPED GARAGE (1 ) aF 7 fT 1059.70 .Z T � 1-1 cq- D 10 60. 2 F. i . T I 1 0% FF 1061. 35 LOT 16 �� I 2 PAD 1060. 6 p / / 1060. 95 � 2 I ��P. 1 I Z PAD 1060.2 L D T c 5 fir,fri L 0o 4A �. FF 1060. 75 FF 1060. 75 4' LOT fir 14 FF 70 6 7. 83 PAD 1060. 0 5, PAD 1060. 0 P11D 706 7. 1 LLJ (L I0- cm - �• 2AR �.� I � s cr 5 gsi 4' �' q6a 10' 0 10' 20' 30' a _. .._... i • ' SCALE.• 1 =10' 1 I ��•� fir o fAb .._.._. .,...._ - _..._, _ _ _ _ __- - -- _ - _ _ _ ..._ _ .. _ - -- - --- . _-- - -- - -- _ --- - - _ - _ -_,- -- _ _ ,-- _ _ _... __ - ,.■4, �� $�s �Qb �. BUILDING AND SAFETY M 1,7 M "` �1` 17 RIEV D00 fOR COMPLIiWE MYTH 777ZE 24 Dr548LED ; ACCESSIBLITY OWL Y � PER/METER WALL �'`� �qa%:-✓ � �� \� TRACT BOUNNRY F G '0 m APPAUM Br.• LD05-�-019GR E DA/T CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith C v m pa n i e s 1 PLAN SCALE Ess, CITY OF TEMECULA 8 �p �• ARS 5 � o DEPARTMENT OF PUBLIC WORKS browing No. Cont" tcw �� �,� AG o PROFILE SCALE RECOMMENDED 8Y: DATE: c' Inland Empire Division v aSHEETa No. 057835 ' rev a .: s aaa r� g hst� erg-�a. �c s� ,,s TRACT NO, 31898 ,". t ►- 17 SEE Ex 6/30/06 ACCEPTED BY. DATE: Dat, Plan Prep ed nder Supervision Of RONALD J. PARKS PRECISE GRADING PLANS Completed J' �r DEPUTY DIRECTOR OF PUBLIC WORKS o ��. Dote 05/�9�O5 DRAWN BY: CONSTRUCTION PHASE 2 (L OF CA\'\F R.C.E. No. 5Z135 Expires 96-30-2006 DESIGN BY: R.C.E No. 19744 Expli 9/30/05 Sheet 4 of 8 CHECKED BY: .ten A� SAGET- v17 ' ' S�0095 I Pur. � S '� sow d" PVT. PVC • S=6,0231 IN-1007.7• AMM ;� SEE W� , ,, P/L I SEE WATER & SEWER 5 I 5 N 104817 0 � �. TRACT BOUNDARY ' • . -- 9 ! fir PVI. STt7 M LM?AlN • S=0 -- I D cv 9 L-W' - ca., �c SEE VOW DRNN PUNS - _ •, ^ u ��!• ' 105771 r.� 1 IlrgCf C/PfZr/� ChG4AW PERIMETER WALL cr 3 � 0 ' PER ARCHITECT'S PLA r E71� C,AP ni •+- p� I 153 w - WATER & - I s�E ,� fOs7.A7 T.� N X AK t: SEWFR PUNS '�•��' eb 1 1 1057.30 F.L �ir ' I �� 1057..34 ! fAS7.7!! T. 1 PVT. PVC IM07M I I V.A.R fOs7 r rc. WEER & SENVE 1057.�3 FL 1057.32 / tri i FF I EE WATER & EWER PUNS o N N [=12.dID' `'' H �'► ,. -- rN N `' � � r .w sR f� l N r .. II �• N v v N N S-0.0" �� v '�• `r 4 N N I M M 0 � i � � NN EXISTING SLOPE F.H. N N � � � '"d M N �S r_, I S. PER CHANNEL PLANS pJ I SEWER PUNS g'�• �Q�.• N r r N v v o V o 8�bj N M o v v ,y, 1L►51.3 W. V 46.00''- 42.00' w 24.0°0 r� 41.00 s' SECTION NAN�NA* ' * y,Q B• 10 T.� I 1e `�= 1 "s` N.T.S. ?.f� gyp. . \. G 1AY r 1050.72 A V Cr 1• rt 462 3 . P I I "� H T �' �`• t 1 a A l v �, 1!1D9 ,, 7 DMPAI/WG� TRACT BOUNDARY I I 4 'G�'' •4 c.� Mu � � S, EASE ENT I _ op h �• I _ ni GF-1059. 9. I F- v v 2 .: ` ,� �. c 10587 ,108 4o r1� Imwffs PERIMETER WALL V PER ARCHITECTS PLAN N N - ' II r I k C7 M41607V• SIG/ •. 3'ASK MWHl�S 7 ,N,I� I , 10149.24 • AfUN 4, O AW-10149.34 • AM�W 3 rr N I ; EXISTING I M GROUN I- _ _ - I EASEA/ENT I r • 011 AA �. y •,,,.� s T 5 ` • LOT20 I • . LOT2610' LO r 4 AD' • LOT19 FF 1059. 45 I � SECTION 130-130 F-F 1059. 95 FF 1059. 55 RN.T.S. �• 1� FF 1059. 4 r � � �a PAD 1058. 7 .8 5 D 1059.2 ,� � PAD 1058. 8 � - � __ a , II I , • I ! PAD 1058. 7 r b. - WPMAREPAO 7DD8. 8 I a� ic aox �r k - Q C1 VSTRUCT Pf41 VA TF DRA/N THRAU6H CURB PER C.0.T. STD. XJ I i w ,r 1 �� - J' MODIRED PER DETAIL &Y0JW X SHEET 1. 0 a ' I I It & I ( ^ I I 1 E• • I �+ I r 1 NSTAU d a SMV ORAAN SASW PER NnOaAST 2&WACM OR APPI�PIDVED RVAL r7--r F� c. $ I r KOrA I H © INSTALL d PVC (sw 35). P. 1 1 ?.1X 1 fQS7.d T.� t 058 H --•�- �-- " 2 GIA�Y67RUCT DIECWA 77W PA VER PER MAACFACTlJ14L�RIS A nW.. �� It .... ... 4.3.59 ,.r� i �. =r. 42-00 •s 39. 1d © cawsT cT c�wCR�7F R DiENnAc L ►I�E7wA Y APPRoAoy i i �� �� i i i i i i i j" 57.00' �o2av 'N 5�• '� • . � .30. " H �� 54.67 1x toy' - , .� _. . __..._.,,�._ .___�.._.-..._ �,,__ PER C.O.T. SlD. 207 A/ODIRED PER DETAIL SYONN OYV -Wffr 1, A.,- _._._.. �......_.._. _ 1 f0�a.0 rc. 3 0925 ft\t/ 1061.1 . . • b S=o.0io 0od�s � „,�- .__r,�.. s 10573 •• 2 M 7.9 T.� _ -- - 1.1 1 G-d' 059.2 s,`�' crosmvcr CANC)4ETE DI lwwAY(520-C-25ov) PER Dam S1/OMN ow AV .75 AW. �rT f•�,. ► 1 t .� ON SHEET 1. ^` 1 NSTALL 3"PVC ,SC.7krM 40 " ' , ' , �• �� � s• 1�°' • • do ( E ) IMS• ' 4 /'� ? `� - o v wF' � v CLWSTJPY�CT 4'P.C C HAlri'1�SL^APL� MI1H E71"PANS�IdV dq�VT Ar 61D1H E]1�75 4 �` AND NEAKENED PLANE �IIOYNT A T MAJIWMUM 5 /NTERVAL•S I 4' �� '�1 1Q�' �' � S� • S�dCO2AD p ' u • �` faxeras dd 16• o r, 7.17" v II 1�' fas0.81 ,t C 1 .J >W S W Ac'� 6�a0"6 f M�1QS��Id • S1CA1 �" PVf 1 S6tdTsd /Oso d aoT. v i � AMY�1Q�10 . sne r . ; 0 12.23' et�1�r ,�-' .yrs o «� .�. 2 t ,�. d�Gt >Io�• a 1 J �. 12.4 0 1 54.00' y 54.00' low 55 BUT ' NOTES 9 05 7 1 2 �� - 1i ' LOT 22 & LOT 23 HAVE I . 1 2 •� 1 GF-1058.9 GF--1058.9 SE7NENT k 059. I r STEPPED GARAGE (1 ) "o I - •f �•• E Q 1 r \ I r N I a1 .cis ,/ ' �. A w ti F-F 106` 1. 15 at I •. , •. 1 .A Qom. L07 PAD X060. 4 •� - A � FFz - ; I k I FF 10 6D. 95 1060. 95 r �� a 4A •• PAD 1060.2 PAD 1060. 2 Z R � 1 0_1T 4BR o FSC- fol 1060. 65 FF 1060. 65 W o I I a �,�• s• PAD 1059. 9 ,� i - PAD 1059. 9 T ohs,, 10, Z Icr I 2c 1 g ! p� 3 �• �' D 10' 0 10' 20' 30'till ori i' � 9 i •4 �cd , tP• 059/ SCALE. 1 -1�i .: , a � fir ----•wF- -+� - - - --^.roNl it -r`-- -- -�• - T T w , o _,.. . I r .,rte. - �_-.-_ _...-.,,� WALL _� _ _ - -= = = - �... __ _ -- -_ _ _ _ _ _ I 42. 11 w 54.00' 44 42. 1 T .� i rrrr. rrri i i i rM i i i rrr! i i i i rrrr, i i rrri . i i i i i i i i i I m \� CT BOUNDARY t.ti\ LD05--019GR L> CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL' The Keith C o m pa n i e s ji PLAN SCALE Q ESS/ CITY OF TEMECULA �o �. ARS DEPARTMENT OF PUBLIC WORKS Drawing No. N Contractor �`�� �,� �w PROFILE SCALE RECOMMENDED BY: DATE. 49 v► � o Inland Empire Division 1 Q4Q , 1111 tlr SEE SI w No. 057035 � ' Cwtw Avmmk SL*o .� Jbww ° , (4 9'M �1) �7-& s r� 0� TRACT N 0 r 1 V✓V ACCEPTED BY. DATE: PRECISE GRADING PLANS Exp. 6/30/06 .r Date � � Plans Prepared Under Supervision Of RowALD J. PARKS 0 Dote • 05/19 05 DRAWN BY: DEPUTY DIRECTOR of PUBLIC WORKS CONSTRUCTION PHASE 2OF a 00 `r�9� CIVIL \r C���F R.C.E. No.- 0635- .... Expires O6-30-2006 DESIGN BY: R.C.E No. 19744 E,�i 9/30/05 CHECKED BY: Sheet 5 of 8 b SEE SHEET 3 /X VERS■ Q r �fags 2� • ,mow ,�, �" Pvr. sEwER a s=o.OaSo : r 4V b SEE WA R e SEWER PLANS ° ■ 1 _ tam 15 � ,�• '�' \ 4" PVT P� 18" PVT. STORM DRAIN e S 0.01 97 ,.,...,... n \ SEM'FR e 5=0.0500 STORM DRAIN PLANS - .- --- 1052.4 BOr d' W I \ D 1047.7 104W 0 W e S �° d" PV?. 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I I .3C ■ 2B ( � i PHASE 3 PHA SE` 2 10 0 too SCALE.- 1~_10* LD05-019GR � CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies I PLAN SCALE Q� CITY OF T � .Conftiw-ftw �o a• AR� v RECOMMENDED BY: DATE: ' DEPARTMENT OF PUBLIC WORKS �°"'�"9 �'�O• " Inland Empire Division PROFILE SCALE a No. 057835 22OW cam. *6 JW, � �►, a am (951) 07-4= �' . TRACT NO. 31898 pc*, . s/3o/oa ACCEPTED 8Y. DATE: I w SEE' I Plans Prepared Ander Supervision Of RONAW J. PARKS HORIZONTAL CONTROL PLA s �� DEPUTY DIRECTOR OF PUBM WORK N � -T covi 1L OS/19/05 DRAWN BY: CJ�����' Date -- FOR PAVERS UL R.C.E. No.. 57835 Expires -30-20HDESIGN BY: 19744 E CONSTRUCTION PHASE 2CHECK R.C.E No. Sheet $ of 8 •