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HomeMy WebLinkAboutTract Map 32169 Lot 3-5 Percise Grading Bldg 1-11/Unit1-55 GRADING IVOTES- 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT GLY.&ML NOTES' PRECISE GRADING PLANS PA 04 0079 CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES.PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HARVESTON - NEIGHBORHOOD 12 - PHASES E 3 8 SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2 AWAY FROM THE TOP HOURS PRIOR TO BEGINNING OF CONSTRUCTION. � 4 OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS " TRACT NO, 21THAN PER FOOT FOR A MINIMUM OF 3 FEET. � 69� PHONE. (951) 694-6411 City �.�" MAXIMUM �` 3 U CUT AND FILL SLOPES SHALL BE 2:1. T of 2. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF 6 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM TEMECULA PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS ANDSPECIFICATIONS, DATED NOVEMBER 1991, AND SUBSEQUENT AMENDMENTS. FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN SAVANM,AFI VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY V/ 01 P1 FROM THE TOP OF SLOPES. 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO L�,gGE R , PROJECT APPLY TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN - � ` �'q� BOUNDARY <� 79 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CML ENGINEER SOIL ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, � � _ � �R' i S� ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. 15 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. y 4. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE d oft -1C TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION \\ - - S E 3 1 '' c ` 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS j �\ _ 2 ---- H E7 ' `' REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE �, - -- - O DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH ENCOUNTERED. ��` '�.3 -Z- THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION C� -A �- \ \ � SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 5. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT 7 \� PAa�ovnla� `� C� _ SH RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR p r\ 5 \ 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING �- \ CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARYBE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 0-1 �n SOILS INVESTIGATION BY LEIGHTON & ASSOCIATES DATED FEBRUARY 5. 2003. TWO SETS OF THE `�� 00 \ Str. \ �► _ , FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH Jw41NMAd&. N.T:S. SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE 1N CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. H s ��0 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN .� LEGAL DESCRIPTION: R � .- ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE N\ ��� �", �� TRACT N0. 31269, IN THE CITY OF TEMECULA, COlJ1VTY OF APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. - � R I VERS I DE, STATE OF CALIFORNIA, RECORDED IN BOOK ACREAGE \ \ �J► - H A0 � \ 379 PAGE(S) 70 THROUGH 71 INCLUSIVE, IN THE OFFICE PUBLIC WORKS DEPARTMENT PHONE. 951 694-6411 ° OF THE COUVTY RECORDER OF RIVERSIDE COUNTY. 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH GROSS ACREAGE J. ACRES T H A COMBINATION OF EROSION AND SEDIMENT 65 ACRES � \ �✓ CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. DISTURBED ACREAGE J. \ APN - 916-170-12, 18, 20 11. POST-GRADING ACTMTIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH ORK CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL HEIGHT NOTES: SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. CUT 2900 CY MAP FILL 2900 CY SHEET 10 1. FOR ROUGH GRADING PLANS AND IMPROVEMENT PLANS, 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN EXPORT 0 CY SEE COUNTY OF RIVERSIDE DWG. NO. LD04-208GR AND TM CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING SUBDMSION BOUNDARY INDICATES SHEET NUMBER 32169, RESPECTIVELY. TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, UNDER THIS PERMIT ONLY AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL BUILDING NUMBER BLDG. NO. 1 KEY MAP 2. PVC STORM DRAIN (10" DIA. do SMALLER) IS SHOWN ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. STORM DRAININ SCHEMATIC. CONTRACTOR SHALL INSTALL PER SCALE. 1"=100' 100 050 100 200 300 MANUFACTURERS SPECIFICATIONS. 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE WDID ; 9 33C328776 STORM MIN STRUCTURE 3. FOR DETAILS OF PATIOS, STAIRS AND RAILINGS, SEE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND EXIST. STORM DRAIN ARCHITECTURAL PLANS BY DENNIS J. FLYNN ARCHITECTS. DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING GRAPHIC SCALE OPERATIONS. CONSTRUCTION NOTES* 4. FOR FENCING /WALL LOCATIONS AND DETAILS, SEE LANDSCAPE ARCHITECTURAL PLANS BY HOWARD ASSOCIATES. 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. Q1 CONSTRUCT PLANTER DRAIN PER DETAIL 57 RA. ON SHEET 2. 5. STORM DRAIN LINES SHOWN TO BE CONSTRUCTED PER 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1.5) CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. 179 EA. THESE PLANS SHALL BE 4" SMOOTH WALLED RIGID PVC SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CML ENGINEER, SOIL PIPE UNLESS OTHERWISE INDICATED. ALL STORM DRAIN ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. Q3 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 2. 11 EA. LINES SHALL HAVE A MINIMUM SLOPE OF 1%. i � � � � � � �� v " c� ca c� ca (3 n Ca ce �' 4 CONSTRUCT 4' CONCRETE SIDEWALK PER LANDSCAPE PLANS. 6. PLANTING SHALL BE DESIGNED AND INSTALLED IN 16. A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION ION OF a Q 10,300 S.F.(WITH WSUCH A WAY THAT IT DOES NOT T BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION 5 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE OBSTRUCT OR ALTER ( Q 5 EA. DRAINAGE PATTERNS OR GRADING SHOW HEREON. RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT �1► 1 f ARCHITECT PLANS. GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE -- Q CONSTRUCT TYPE 1 WALL PER CITY OF TEMECULA 85 L.F. 7. FINISH GRADE ADJACENT TO BUILDINGS SHALL BE 6" GIVEN. j STANDARD PLANS. MINIMUM BELOW FINISH FLOOR SLABS »� 9 ENHANCED STAMPED CONCRETE PAVING PER LANDSCAPE PLANS. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS K K >K k Q 2,860 SF 8. STREET, CURB, PAD ELEVATIONS ARE PER EXIST. PLANS OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION do SEDIMENT CONTROL ORDINANCE NO. '- '' �' K HP PER PLAN DO CONSTRUCT RAISED STEM WALL PER STRUCTURAL PLANS. 5 �• SHOULD BE VERIFIED IN THE FIELD. IF ACTUAL ELEVATIONS VARY � � --} FROM THOSE SHOWN NOTIFY THE ENGINEER OF WORK AT 04--04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES � � f G PER PLAN Q CONSTRUCT 1" DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. 41 L.F. FROM 41-5900. PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. CONSTRUCT UNDERSIDEWALK DRAIN PER CITY OF FL PER PLAN 1 EA. 9. FOOTPRINTS ARE BAS UPON TEMECULA STD. 303. ED PO ARCHITECTURAL PLANS DATED 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURINGTHE RAI 06101104 BY DENNIS J. FLYNN ARCHITECTS. E NY SEASON. NO � � � � 14 ELECTRICAL TRANSFORMER PAD PER EDISON STANDARDS. �• OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. Q 5 EA. a � � POP" ;� a � � 16 STREET LIGHTS PER LANDSCAPE PLANS. 16 EA. � � _ No� � 0. �_ � � PER PLAN 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO w PER PLAN z �_ 12 CONSTRUCT STAMPED CONCRETE SIDEWALK PER PLANS. 411 S.F. 10. FINE GRADING AND SWALES SHALL BE INSTALLED TO AVOID COMMENCEMENT OF ANY CONSTRUCTION GRADING. 1 s � 6� 7� � � � � 18 COURTYARD WALLS PER LANDSCAPE PLANS. 50 �. PONDING OF WATER AT MOW CURBS, HEADERS OR ANY OTHER / STEPS PER PIAN S1FPS p� p�,yy saps PER � p� PIAN STEPS PER PLAN OBSTRUCTIONS. � PER PLAN � PER PLAN � PER PLAN � PER PLAN � PER PLAN � 19 SAWCUT, REMOVE AND REPLACE EXISTING SIDEWALK. 6 S.F. 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A � ® G PER PLAN CONSTRUCT 4 PVC DRAIN LINE S. L.F. 11. TEMPORARY EARTH BERMS AT TIME TOP OF SIDE AND REAR PUBLIC RIGHT-OF-WAY. �D�' 11p. �D�G TYPE Pw ELEV. 1 CONSTRUCT 6" PVC DRAIN LINE. SLOPES, BE LOTS, SHALL BE REMOVED AT THE T7�ME OF � PIAN � PER PLAN CONSTRUCT 8" PVC DRAIN LINE. 560 L.F. PRECISE GRADING. 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 340 L.F. AND HIS ENGINEER '� PER PER " -""� PEER PM CONSTRUCT 10" PVC DRAIN LINE E ER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS GF PER PLAN '�' 260 L.F. Z. GF PER PLAN s r s r s r � DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL , CONSTRUCT 12„ PVC DRAIN LINE. 50 L.F. TOPOGRAPHY BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. i� w TC PER PLAN 5 CONSTRUCT CONCRETE MAIL BOX PAD PER U.S. POSTAL REQUIREMENTS. 4 EA. r � 6 PATHWAY LIGHTS PER LANDSCAPE PLANS. TOPOGRAPY USED IN THE PREPARATION OF THESE PLANS 22. THE ISSUANCE OF THISPERMIT s TDSw PER 12+ 43 EA. WAS FROM SHOTS TAKEN BY LUICSTROM AND ASSOCIATES EMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY � � �� ply 12+� � 7 TELEPHONE PEDISTAL PER VER/ZON PLANS. - CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR � 4 �►• DATES SURVEYED 11-25 03 AID 12-01 03 r s PER PLAN F5 PER PLAN 0 REMOVE EXISTING AC PAVEMENT. 1,440 S.F. FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE ELEv S CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES 11♦g0 w F5 PER PLAN REMOVE EXISTING WHEEL STOPS. 8 EA. FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING, CONSTRUCT MODIFIED 1" TYPE "D-6" CURB. 2 L.FFS . OWNER APPLICANT a PER PLAN REMOVE EXISTING SIDEWALK. 871 S.F. WILLIAM LYON HOMES, INC RIM EL& 11800 STERLING AVENUE, SUITE A 1 PER PLAN REMOVE EXISTING RETAINING WALLS. 3 �• RIVERSIDE, CA 92503 (�o REMOVE EXISTING PROJECT MONUMENT. 1 EA. PH (951) 637-2260 LD05- REMOVE EXISTING FENCE. 250 L.F. FAX (951) 637-2251 BUILDING AND SAFETY Lundstrom One Ridgegate Drive,Suite 210 QREMOVE EXISTING SALES TRAILOR do RAMP. 1 EA. EXEMPT FROM TITLE 24 w Temecula, CA 92590 PI CAL BUI LD1 NG PRECISE GRADING DISABLED ACCESS REQUIREMENTS associateS Te I: 951.491.6690 Fax: 951.491.6695 " . PLANNING I CIVIL ENGINEERING I LAND SURVEYING SCALE 1 =20 APPR�OVEDE'D BY N, o IWiUE LNTE 2 v h CONSTRUCTION RECORD LSI TE BY REVISIONS ACC'D DATE BEMCH MARK SEAL• Designed By D mwn By Chocked By " Drowi Mo. sr�ACE pFESSIpN�� RECOMAkI NDED BY MTE es C177 OF TEMECULA DEPARTM NT 3 1/2 DIAMETER ALUMINUM DISC, FLUSH A•P,' W.R.O. L & A M.A.P. E OF PUBLIC WIORKS Contractor IN CONCRETE CURB STAMPED "RIVERSIDE fbrLnotal COUNTY BENCH MARK T-46-81 RESET s Prepared Under Supervision Of r Inspector....... 1997" EASTERLY OF THE CENTERLINE OF Ma C4M ACCEPTED BY L 14TE 1 t o °V T `e'a P� GRIID�1Ks " FM 1% 04^0078 SR-79 AT THE SOUTHEASTERLY CORNER AS �� * Date - -� RaWD J. yrs OF THE BRIDGE OVER SANTA GERTRUDES ,� 03/31/08 -- . a,�,,,. Plc Y.�,Y. fARVESTON - PHASES 3, 4 do 8 MARK A. PAUR d r-. Divine Com CREEK; 4.5 NORTHERLY OF THE CIV\L F NEIGHBORHOOD 12 SOUTHERLY SIDE OF THE CONCRETE C44899 AMARICH 31, 2" 19744 E SEPTEMBER .30, 20105 T,�i9e9.�„ Sheet_ _1 of 13 SIDEWALK. ELEVATION - 1097.1l�3' R.C.E. No. Expires R.C.E. Hb. ► TRACT N0. 32169 PA04-0079 ' f rz GRATE ELEV. I SLOPE 1 X MIN. PER PLV TO INLET LEGEND SYMBOL DESCRIPTION 4" P.V.C. NOS 12 x 12' ADAPTOR NDS N0.75 PROPOSED RETAINING WALL � TYPE PER PLAN (NDS-1231) WITH 12"x12" I 4" ATRIUM GRATE SQUARE GRATE (NDS-1211) DR EQUIVALENT PROP. GRADE 1100.2 OR EQUIVALENT. GRATE PER PLAN SLOPE 0 1% MIN. PERCENT OF GRADE 2X 1112.0 4 EXISTING STORM DRAIN c Q SWALE FL EXISTING SEWER �. EXISTING WATER W_ W—_ CAP O 1.0 � a P'rovi►DE WIRE & "T" POST / BELOW SURFACE GFF ELEVATION TC EXISTING EDGE OF PAVEMENT 1111.0� �� ----s FLOWLINE PYC STORM DRAIN WIRE 1 12 DR EXISTING CONTOUR � 7� 1-11— PER PLAN 4 PVC O 1 X MIDI SLOPE HEAVIER EXTEND 2' UNLESS OTHERWISE SPECIFIED ABOVE GROUND AT EXISTING ELEVATION —1-- TIME OF BACKFILL DEPRESSED -- -�--�1 CURB & GUTTER PRIVATEINLETYARD DRAIN 4" PVC 1100.83 ELEVATION FOR USE IN TURF AREAS 1% MIN I TOP OF CURB ELEVATION TC 1102.87 NO SCALE FL 1110.90 DEPRESSED DRIVEWAY APRON 4 x4" PVC WYE GRATE ELEVATION *%x4 G347.3 NO SCALE FLOWLINE ELEVATION FL345.30 IDS NO.75 / SLOPE (CUT) 2:1 MAX 4" ATRIUM GRAZE I� 10" PVC O 1 X MIN I 10" PVC O 1% MIN GRATE ELEV. OR EQUIVALENT 7 F1 110526 I 1107. 2 . SWALE --- PER PLAN FNISH OGRADE 1Aft0 x4 x 10" PVC EXISTING 10 x4 x 10" DC DEPRESSED CURB SLOPE PVC WYE PER STORM 20P 5' 5' ' TC TOP OF CURB DRAIN PLANS I , TEMP. FS FINISHED SURFACE 4 BERM FG FINISHED GROUND PAD 1 12 PVC 0 1&32X 12 PVC 0 23.6 1% MIN. 1112.3 TW TOP OF WALL 4' P.V.C. PER STORM DRAIN PLAN PER STORM DRAIN PLAN \� TF TOP OF WALL FOOTING RISER � / PROP. FINISH GROUND PER ROUGH GRADING BC BEGIN CURVE / I / 1 X MIN 2% 2X ry EC END OF CURVE 1% AON. SLOPE —<N,,.,_12'x 10" PVC RISER -� 12"x 10"_P1IC RISER SAVANNAH DRIVE VC VERTICAL CURVE SWALE O 1� MIN OR AS SHOWN F1 1102.67 FL 1104.41 - BVC BEGIN VERTICAL CURVE ON PLAN EXISTING SIDEWALK EVC END OF VERTICAL CURVE SEE SHEET 10 SEE SHEET 9 ♦ DENOTES ELEVATIONS EXBW EXISTING BOTTOM F WALL BW DETAIL A DETAIL B SECTION A—A SHOWN ON PLAN BOTTOM OF WALL FLOWIMNO SCALE NO SCALE NO SCALE TOSW TOP OF STEM WALL PER PLAN 4 PVC OR P. PCR POINT OF CURB RETURN UNIT NUMBER A-120SIZE AS SHOWN PER PLAN PRIVATE INLETP"ffffR DRNN 50-5* FINISHED ELEVATION TYPE (R=REVERSE) 1 R ___) NO SCALE1113.0 FINISHED GRADE FINISH FLOOR ELEVATION FF PER PRECISE ADDITIONAL RAISED STEM GRADING PLAN GARAGE FLOOR ELEVATION *G CAP O 1.0' WALL HEIGHT (SW) Jjjjj (* INDICATES DROP GARAGE) 50.5' / BELOW SURFACE SEE PLAN TOP OF STEM WALL PAD ELEVATION PAD PROVIDE WIRE O or POST RAGE FLOOR ELEV. SEE ARCH. PLANS WIRE 1 12 OR --� 1112.0 GAEXTENDED FOOTING EF HEAVIER EXTEND 2' _ _ _1 11 _ BACKFLOW PREVENTOR or ABOVE GROUND AT - - = I I=III-=-I I TIME OF BACKFILL ` !- ;' r 11=I I�I I I--I I SWALE HIGH POINT ELEVATION HP 50.5 ROUGH GRADE _ I I�I 11=1 11=1 I 11=1 11=111=)I I-- PAD ELEVATION SWALE (1 Z MIN) a_ FOR DETAILS SEE tv. - SPOT ELEVATION 13�� STRUCTURAL PLAN IuFrr RIGID PVC STORM DRAIN O 1�' MIN (4" TYP-SIZE PER PLAN) i t SEESNP RDRAW LANTE DRAIN DETAIL THIS SHEET 0 RAISED STEM WALL YARD DRAIN SEE YARD DRAIN DETAIL THIS SHEET C] NO SCALE DEEPENED FOOTING I (EXTRA DEPTH PER SOILS ENGR.) 4" PVC SERVER LATERAL S I / 12" PVC O 1% MIN FL 1110.12 SEWER MANHOLE PER SB-53 Q " N FINISH FLOOR � EXISTING 12'0x4 x 12 2" FIRE SERVICE Q PVC WYE PER STORM - • __ _ 1 1/2" WATER SERVICE Q DRAIN PLANS - <1 • - = - - - FORCED AIR UNIT PER ARCHITECTS PLANS PAD EXTENDED FOOTING (EF) - .♦_- OF PER PLAN FIRE HYDRANT ---� V1 =1 FINISHED GRADE STEM WALL 12 PVC O 10.ooar MIN. 71 PER STORM DRAIN PLAN / \� - � TEMPORARY SALES TRAILOR FENCESTT�RU TU ALS PLAN MIN FOOTING MODELS FENCE . +* II= I I DEPTH PER 91 I / -ti• STRUCTURAL PLAN STAMPED PAVEMENT PER LANDSCAPE PLANS 12" PVC RISER - — — — FL 1106.21 PLAN 1 PLAN 2 PLAN 3 SEE SHEET 7 GARAGE FLOOR AT 2% + + + + + DETAIL c EXTENDED F0OT1NG N TYPICAL BUILDINGS NO SALE NO SCALE SCALE : 1=20' 00r NOTE: I Lundstrom One Ridgegate Drive, Suite 210 TOP OF CURB (TC) AIS DEPRE= CURB (DC) S Temecula, CA 92590 ELEVATIONS SHOWN FOR REFERENCE ONLY. SEE STREET associate Te I: 951.491.6690 Fax: 951.491.6695 IWROVEMENT PLANS LD04-25300 FORCORB AID GUTTER CONSTRUCTIONv . . PLANNING CIVIL ENGINEERING LAND SURVEYING L05-09LVR z CONSTRUCTION RECORD NTE BY RMSlIONS ACCID LME SALE SEAL: �o�ESs/pyo Dw"9md By Dm By Checked � Drowi Ab. N C/TY�F TEME L 3 112'0DIAMETER ALUMINUM DISC, FLUSH A•P �► W.R.O. L & A MAP. RECOMWEhM BY �� 9 O CU A DEPARTMENT OF PUBLIC *VRKS Contractor IN CONCRETE CURB STAMPED "RIVERSIDE ,�y �� ��'-p� � T COUNTY BENCH MARK T-46-81 RESET — Plbns Prepared Under Supervision Of � 11K1997" EASTERLY OF THE CENTERUNE OF N& Com ACCEPTED BY- LMTE Q /Z o.y� °� T a PK �75E ' PUN F PA04-0079 SR-79 AT THE SOUTHEASTERLY CORNER AS �� E*m * Da -g'`�S M)WILD J. PARAS — OF THE BRIDGE OVER SANTA GERTRUDES 03/31/06 DDWY AI4MM OF mac .:- = HARWSTON PHASES 3j 4 do 8 Doh CREEK; 4.5' NORTHERLY OF THE CIVIL A�4RK A PA UR - l SOUTHERLY SIDE OF THE CONCRETE dol NEIGHBORHOOD 12 ~ R.C.E. No. C44899 Ex lyes AIIiUQICH A 20106 R.C.E Ab, 19744 _ SEPTE'MBER 30, 2AD5 r'�;�, TRS PA 4— Sh�� �. SIDEWALK. �AT>� - 1��163' P - cr No. 32169 0 009 000 - - �- - - VILLAGE DRI VE \ � FOR STREET IRR VEMENTs ?�� DOG. LD04208G c!! EXISTING f F.H. w >' J PER STD RN'--8 �jr !� FOR GAZE6�0 SEE EXIST U.E. lop RP6E LAM7SCAPE PLANS W. _ (TC 11 .fi IST. 8" 5 EXISTING 8' SIDEN►ALK � � 3 P. dop .2 T. 6" ITER PER RCND D-591 12 70l .pp' �F5 12 L=176.335' lf5 13 PROPERTY 6CXA►vDARY 12� 5' EA fi EX I S _24285 12. f5 Rw513 EXIST. SENT TO PER RCND D l fs l .,�.EMMEII .-M .� �f5 13 VERIZOIN CAL IFOMVIA ItiG'. ,�. \ l• 12,22� �19.41 lll111111111mm 7 �� -_____ •pA 1 5 3-�� ____- a if 9� � 1 � 9 � z - �� �. X17 16 ,�,. 1�.3 DOVrECT TO d PVC �i11N LINE 15� 191 COLD INT G 12 1 5p 13.3p N FS 13. O +ti ,� $o `�-� �� R�B7.Ob' ifs PER DNG. LD04-2616R �S 14. �S 1A. f5 GB �o Q ap � y- CID o o , L 177.01 l p ti .r.a, o ni ' � '�, _j ,•rte_ o, °' 10 o 13.6 6 �`'ly t2 „LQ v W Q N ~� � °° / (.0 la� •r #4 � FL 108.2 �o � F � � � n o � C6 � � � � " � m �^ - •' � EA .e \ `~ TC 13'25 r`��s .a: R 1 `` o � �, ►� o p NATER \ �I 2 5.OIO a0 ^ '� It � N 9� 1113 23 51 \` 18 � `- 7 aK a- ._ N o a, ►� C� JLo � N FS 15. 10 0- ��-6 - _ � 14.9 \ ()~C 10 32 FG 1 .4 �12" STORM DRAIN PER TO 12• 5 - \ v' 60 ,�1 1 1 - FS 15.00 - - - - _ 22 DWG. LD04-208GR L '� 2 �_ le o jF • 1 4 20 0 �~ +e x'20 ^' tol FL 1. 15. 10 15.0 0- ^ � to a (► 10 �� a ' , 13.3 o FS 15.25 �, K'� F- o 96 h N ok�A \'P-A f�_ n 1* 1* - � o �� 4 85 �; FS 5 15 5 ��• Ca S \ \ r,5� `f'� 1 I 15. 1 ae L 1 LA__y I III � 2 1 1 5. 1 DF- 0.5 cn T w F D9. G 10$ 9 05 Q, l 12 Z SF DF- 2.0' rn g o 0 o j E)(1,51 �(15 1 93 R -8 FL FS 13• 12" \ 0* w 13 �' oo "i ? `' �; FAR RETA INI `, o k o �' o' o g �' o `� �- 5 N� WALL o � ? 2z . \ �n� Tw 1 SEE QRADIMG PLANCS � .� e n -- .- •- n 15.5 329 BUILDING o � � � �; � �fTG TG � �' '�2 �p�' �jf� P�- �' S 1b x �` G 14.8 10.57 S �n \ 12.3 dam`' �,D 4FG - �s15 Q 15. 1 2C FL 12.74 G 15.20 t` H LZ GI �° M° � AA7OIEL PRECISE FL 13.20 Jtt►I �5� �, Y 0 T� FF 1115. 75 (4ADIAUG PLANS C-' �, o �' �` !S PAD �, �� !8 1115.00 4„ PVC \ 3 5 ,� ., 3 38 6 \ \ 3 12• 12.3 � •�,� dG \ , w s �e 7 15.0 \ EX \ \ \ 1�,. frG FG .0 1� ,P - 2-5. 7'w STEPS » 1B 8 9f V Isr. 3 E,�SEMENT \ \ v'�► z 90 1 x F 2`5. 7 STEPS 2XB 5.4 X X � 1 f•80 2-5. 7 STEPS 4 X GF 1- p. X148 \ ERIZON CALIFORNIA I \ \ N 12-� � �J � �-o X X < TG 12 Z� X X �4.8 7.8 STEP ,. MC. \ j / 6 �/ x X 14 0 --- ---- ----�_� 1-5.4 \ ` -20 , � �rr g0 F. I xC X -_ STEP p�,�. 11• 12' FG� MA�/�• BO PAD X X GF 15. 10 GF 15.30 "`O'cRTY B�D(,hpARY \ \ �� \ X �� 12 3 �•�► �, X X X \ f0 � � , -.�.:_•:.� I I SEE LA�SCA� PLA x X X X - _ 5� X X X �� 12.3 X x x �� rrcy 5 _ X X X X X X X X X 15. \ FS op, x X t., S \ R ESM _ .:.I I FIG 15.00 x x X X x x X x x FS c 2z (TC os. 17) � � E Ess _ � I I X X x x \ ,�,c" (s 1 X X X o 2 R 12 X X X X X o`.�v'�, \ X X X GESS 1 ,�� I 1 X X X x x X X X G 14.8 I ) W PG 12.9 , I G X X X x x FL 13.00 � - � x x � F 2.19 �DFX 2.c� X X x x X X X � I -° P 09.06 ,� 12.3 �, 1 1 �G X X x X x X X CONC. UTIL I TY PA G X X X X GF>04.4� X x GF 14.40 GF 14.40 X X FS 15.5 �S "? FL 1 3• \ o X , X X X X X X GF 14.90 16.0 ._ \ \ \ 1 x X X S w X GF 15. 10 TOSW 10 x X x 1 ,L 1 s w , 1 � I ►� s w - �, I , 0 X be 3 S c \\ \ \ FG 1p.� 65 \ I (4)0 o ? o ^ 2 o It \ � dg• S oom 41111% \ \ \ •j �$ F 1 • I 2: 1 N S A A N -ib\\ \ �^j 11 N DEPRESSED C( ? 50' VCdip o p \ \ �D ,P N 11• iT 1 -� j \1 5 N RIM = 1113.56 "' N \ 12.3 Npit� v� �r TRP�' - I --- \ �� fG �IG� 3, G TG 1 dG 12+00 0 TREET 12+50 ROVEMENTS SEE _ l \ \ S \ .,n11N 5 p �ry C 5 1114 7 DNG--L�2T3LTj 7TT4. o2 CONSTRUCT YARD QRA I N PER DETAIL ON SI-EET 2. 08.42 \ \ 12.00 a pR \ �` - - - , ..._ . ". - ,.,►•--. I-- �- . . _... �o --- - - --. -- -- . -. -- \ G �, o SE � w ,dry v 3 CONSTRUCT EXTENDED FOOTING PER DETA IL F1" 1 •3 ' P� - ` , ',� �,�,�• �, Cb RO WELL OURT PVT. DRIVE ON SEEET 2. 0 \ \ ' �, �� • 1 ry v v 4 CONSTRUCT Sw SIDEWALK PER PLAN. \ � . (Tc ) \ \ 2� \ o� F a 5 Dt1' o� 3 8% , 111 1112.45 5o CONSTRUCT TRASH ENICLOSURE PER LANDSCAPE ARCHI TECT PLAINS. A S \ ' \ 'o \\�?� N� - �G J - FG 14.00 .; 5 � Q TYPE 1 WALL PER CITY OF TEAECULA. � ,� \ ,� \ 9 ENHANCED STAWED COIVC'RETE PAVING PER LANDSCAPE PLANS. 01 �1 CONSTRUCT 1 CIM IN FRONT OF TRASH ENLOSURES. SID• © STREET LIG HTS PER LANDSCAPE PLANS. \ A(yr 1p1 86 _ ac¢ .• �y D 11 P D \ �, ' ; TG 101 PGR p1' S Cl��P _ �8 COURT YARD WALLS PER LANDSCAPE PLANS. % 89 \ 5• � ,� e� EE � .., � � PER LANDSCAPE PLANS 10 X, T 5 CONSTRUCT 40 PVC DRAIN LINE. 10'3 p1 831 •1 �, \�► 5 \ �. \ ATG 5 -A 41 CONSTRUCT 8 PVC DRAIN LINE. �Np11�' j� j tea. 16 ` p1 6 PATHWAY LIGHTS PER LANDSCAPE PLANS. - g�cis� N o�� � `� �' Tc 10.3 4 59 TELEPHONE PEDISTAL PER VERIZON PLANS. \ �VW N 2 CONSTRUCT MODIFIED 1" TYPE "D-6" CURS. 48 Zi F� DT TC 11. r GRAPHIC SCALE NOTE: U �� One Ridgegate Drive,Suite 210 AOTE.- ALL PRIVATE DRAIN LINE ARE TO 13E 1% ALL WALKWAYS ARE 3' WIDE UNLESS 07HERWSW NOTED. SEE LANDSCAPE Temecula, CA 92590 SEE SHEE T 8 �IINIA�NJwI GRADE DESS NOTED OTI-ERWISE. PLANS r associates Tel: 951.491.6690 Fax: 951.491.6695 Di FM ) CI, PLANNING CIVIL ENGINEERING LAND SURVEYING 1 inch = 10 n h UV5- cowwwNRECM LN TE BY REMSm ACC D LNTE BEWH A/W SOLE SE&. �pFESS/pN4 Des�oned By &uwn By Chft*e�d By ClTY EDF rEMECUL.4 �w'� �• z Con bve 3 1/2 DIAMETER ALUMINUM DISC, FLUSH A•pW.R.4. L & A MAP. ffZ L>ED � �� DEPARTMENT QF PUBLIC OVRKS IN CONCRETE CURB STAMPED "RIVERSIDE COUNTY BENCH MARK T-46-81 RESET r^ Ptpored Under Supervns;'on Of . 1997" EASTERLY OF THE CENTERLINE OF AS ACTED Nei qNN � ate � ��-- ACCEM BY L14 7E.- Z as =T �' P �� FM PIA 04-4= SR-79 AT THE SOUTHEASTERLY CORNER * EIS ,t _ MWU J. PAW OF THE BRIDGE OVER SANTA GERTRUDES DOWTY D�TAR OF P�� MUMS r = ..zs=;�.-z- HARVESTON P84SES 3j 4 & 8MARK A . Dene CREEK; 4.5' NORTHERLY OF 174E CIVlL CR PAUR d = = 1 CR SOUTHERLY SIDE OF THE CONCRETE la --.�98,�_.. NEIGHBORHOOD 12 R.C.E. No. C44899 ExplA�s A�G41S'ICH 31, 20�0� R.C.E. Nb 19744 ��; SEPTEMBER 3a, 201D5 f�.„�, _ SIDEWALK. MAWN = 109,.16J' TRACT NO. 32169 PA04 0079 .0olooll", .0oollow woold"i'll" oA ExtSTlll�.d' H. .._ _ _ woo-EMO .00-050 ..... Ww--00 PER STD R" wo-mon .=MONO .1opow"ll" IJ O.Wo-o 400� woomi ... NmpqpEmmdm ...... wo-ompEmmo Jill illooloill"' Illjiillllllllllllllll1111111111111111..- 0 LA 00 hill, 4- .......... -------*--- _--olo-ol'i oloolo--olill ............P -ooloolooloo-oloollo- -olli-o-wo"i A I ............. d Co o : _ �,. , . dd --------- �r-- 1 �ti 11 of 4p-Iolo v- _(1.fit) v w airCAL r1womman 4 r:- PER EDISM olooloo PLA 'o-oloo --ft* 75. 1 6 15.50 o 'Sill FL 13. 4 ol 0000 _ \ ia 14.9 4w joA V, 0 �' .42 15. 2 15.40 lo-olooloo" Fitll o--- - _w I - __z eff 2 00or FL 12. FL 12.3 L-22. W-1 30 J-01 4jr'. 00 3.45 113.1 2& AM A�JA=w FL 12.63 FL 12.al FL 12.194 G ls'.*Iw Ao- 21 Z_@ co'4 0�-4. y Y tO ol Nil -owl oi LZ 15 50 G 15. G 1 .50 a lot �,�;� \ \ G li 11.50 G 15.W 1 FL 13.50 15C F G 15.50 1 - \ \ 18 FL 13.50 FL 13.50 G '5.50 M FL 3 FL 13.50 ly-M 1 17 - j I A�SL 1, Ap PF t> -4 CD 4 . 1057 0k 0k 14.8 615-20 'o.4 6-4 FL 12.74 BUILDING 3 20 4 • ?z FF 1116.45 4 PAD 1115. 7 I.off #11N 9 10 11 12 13 14 15 \ \ - 4)M X IRS 2FE Z11 G 15.M l000r-STEP FL 1 00 - -48P S 3M 15 FL 13.W ol�si 16 ` , �"�D ` \ 1-0 0 STEP i0 K I 1-4.20 St 1-4.20 S1 1-5.4' St _F 1-0.41' STEP X X GF 05.96 OF 15.95 dF 10. 10 OF 16.00 fit X X X X QF 16. 10 6F 15.90 FS X 14 6 14.8 ri X X X X X Ilk X X X X G UTILITY 4 15 X X Pr. Sw FS 16.W. Vol w %*. " V*-11-IT, \ X x x dr W.75 is. 15.00 dr 15.80 15.70 AIX- w (S) 8 lll� nw SO n, IS) no (S ns ns AW JS 1�13 ol -1 TC 115. Moo nr- 1i Inn tw%r-Wr_j olooloill' I t ir-iFy ULM T -T- X AVIAG jr TI VE P II �i \37. \ SEE PLANS 13+00 0.a J% CONSTRUCTION NOTEre EX_5_TRTJ__ w 12+50 I WRO VEMEN TS SEE A .i -mom ° 14fab l �r -r 1 � 11,�• 0D, ON SFEET 2. -T CONSTRUCT PLANTER DRAIN PER DETAIL 8 HATER -T CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. Dc 13.1Q TI Dc is. 14 15. 1 Ir 15.it 15. DC 15' CONSTRUCT 3" CONCRETE SIDEWALK PER PLAN. ITI TIpV l � L , . - � � • s � SQ CONSTRUCT TRASH ENCLORARE PER LANDSCAPE LE; 74 7V .qj ARCHITECT PLANS. I LIJ CONSTRUCT TYPE I WALL PER CI TY OF TENECtill STANDARD PLANS. X X (S) A ar 15.as or is.30 dir 15.39 OF 15.so 9 ENIANCED STAMPED CONCRETE PAVING PER LANDSCAPE PLANS. 0 CONSTRUCT RAISED STEM WALL PER STRUCTURAL PLANS. X X X I CONSTRUCT 10 DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. X X X X 1110 4 ELECTRICAL TRANSFORMER PAD PER EDISON STANDARDS. �0 19 18 17 G 117 X 10 6 STREET LIGHTS PER LANDSCAPE PLANS. JA X X 6 2RA lXA 2XA 4XR4 8 COURTYARD WALLS PER LANDSCAPE PLANS. X X X X X CONSTRUCT 4" PVC DRAIN LINE. X OF 15-45 6F 15.45 dF 15.3D OF 15.50 4F 15.40 WA • _X_ 40 or CONSTRUCT 6" PVC DRAIN LINE. 1-6, S1 1-6, St 1-3.4" STEP 1-5.40 S? 1-0.6, St CONSTRUCT 8'0 PVC DRAIN LINE. PATHWAY LIGHTS PER LANDSCAPE PLANS. TELEPHONE PEDISTAL PEI? VERI20N PLANS. BUILDING 4 �. GRAPHIC SCALE NOTE: ft 111& to Drive,Suite 210 ALL WA"AYS ARE J" WDE UNLESS u n s ro m Temecula, CA 92590 SEE SHEE T 5 OTHERWSW NOTED. SEE LANDSCAPE a ssociates Tel: 951.491.6690 Fax: 951.491.6695 PLANS I PLANNING CIVIL ENGINEERING I LAND SVIVEYING ( IN pni I tach w 10 ft. 005���R COA67RUCTXW AfCaW L14TE By REV ACCID BITE BEACH A6W SC4LE %C. is�FESSI A*wd Oy awed R/ ftwing AAD. 3 1120 DIAMETER ALUMINUM DISC,, FLUSH w.R.a L & A MAP. RECOMWENDED B`y: 101w, C/TY OF TEMECULA &?AWY&ff OF PWIC WOWS IN CONCRETE CURB STAMPED ORIW-RSIDE Hodmnw -FIZ COUNTY BENCH MARK T-46-81 RESET Propelled Under &pwvisim Of PRE= QVWW PTAH FM PH 04-OM 199r EASTERLY OF THE CENTERLINE OF NL Cow A CCD7lT ffl.� AS AOTED or V, RAW. FS LLJ L SR-79 AT THE SOUTHEASTERLY CORNER E*kw li%te MWU I PAW 03/31/01 gDqfly omww OF ptmw KM H4j%Cj170N PHASES 3, 4 & 8 OF THE BRIDGE OVER SANTA GERTRUDES HN MAW A PAUR Deb coffWAIdot- CREEK; 4.5' NORTHERLY OF THE CIV%1. NEIGHBORHOOD 12 SOUTHERLY SIDE OF THE CONCRETE C44899 AdValf No 2006 744 30, �5 ... 0--LL- R.C.E No. Expires R.C.E *,ololoolooloo �� 9DEMALK. aEVAnOV = 109Z Mr now TRACT NO. 32169 PA04-0079 17 12 13 14 15 �- ►� 1�" STEP 10 3k1� 6 13 3fl,. FL 13. �,1p �, 1-� STEP 1-4.2 STEP 1-4.2 STEN FL 1 _ 00 . \ _ I 1-a.4 STET 1�.t STEP \ ` ` \ I I x X X OF �.96 dr 15.so 4r is.to 6F 16.10 OF 15.00 OF 15.90 IIX X x x x - _ \ IIix X x X x x is 1 X F5 N.OD ` II x ......... or 15.70 __. \ \ rCS) Volw s s :/n, s 1r s Tc 13. \ \ 13. - 60 Poo Pap TIME PAVIAS I Js 6x "� �` SEE LAU)S ,w�E � I > �� goo o.ear 12+30FOR STREET IAFROVEAENTS SEE ro 14"`Ob ^, .T i r �' 1�g��\ ` Uw I I w 13.10 I I I , 3 ITI DC 13.14 3.1 Dc 13.1! 13.1 DC 13. n � TION LU 74SAU 1 �- X w � s� X x � w s (-N) s w s S w or Is-211 or a. IR X X x X X �� s• �' \ \ `, - X X X X x x �0 19 100 3A �A 1XA ZXA 47�tA1'rS .k- . X x �" 13.� /�` 1lf.40 � is.� F 13.40 1 - _ \ M-d.0 •,� 1�" STEP 1-0" STEP 1-6.4' SILT 1-•6.4 SUP 1�.8 S1EP >> -i5 \ BUILDING 4 '` \ ir J`T J `\ + TC 14. 4�j4coo \ 121- 2A-PR--RE _ - 1 C� �•1 \ _ \ J1�9. 33 I I rr I FF 1115.95 - • \ PAD 1115.2 x0• "• �. IL \ A. 100 dA 12.39 fo r 7; ;7v I!.- ga ce \ \ \ i ,� . I 13 00 \ Q 13.00 j - a .oo s 15.w 6 13.0015.00 Q � � 13.oo I I 1' .30 F1 13.30 -� F1 13.50 FL 13. FL 13.50 13.30 F1 13.30 - �S '` $ •• 13.15 13.13 16.1 -1-6 STEP Fig 14 IL FL 11-uu Fs12•a0 6 13 �L 1Z• - � 14.4+CONSTRUff rr+ \ � , �7, VIP ICV IOTM-0 $ ,_.• V J� 1Q op CONSTRUCT PLANTER DRAIN PER DETA IL �+ -ON SI-EET 2 - • .e - 2 CONSTRUCT YARD DRAIN PER DET A I L ON S1•EET 2. w 12 - r t . -- -.- 4 CONSTRUCT 3" CC�IIGRETE' SIDEWALK PER PLAN. '8 a •d g 1Z•� �- - - '� '� �� � CDVSTRUCT TRASH ENDLOSURE PER LANDSCAPE �,f e '' r . o i0- AR HITECT PLANS. f _ 9Q ENHANCED STAMPED CONCRETE` PAVING PER LANDSCAPE PLANS. �0 CONSTRUCT RAISED STEM WALL PER STRUCTURAL PLANS. �1 CONSTRUCT 1 CU% IN FRONT OF TRASH ENCLOSURES. 14 ELECTRICAL TRANSFORMER PAD PER EDISOV STANDARDS. 7 CONSTRUCT STAMPED CONCRETE SIDEWALK PER PLANS. COWTRUCT 4" PVC DRAIN LINE. SEE SHEE T 6 1 CONSTRUCT 6" PVC DRAIN LINE. CONSTRUCT 8" PVC DRAIN LINE. .� CONSTRUCT 10" PVC DRAIN LINE. ig PATHWAY L I CMTS PER LANDSCAPE PLANS. TELEPHOW PEDISTAL PER VERIZON PLANS. GRAPHIC SCALE i N • G M ! M NOTE: One Ridgegate Drive,Suite 210 ALL WALKWAYS ARE 3• IWDE UNLESS Lundstrom 07HERWISW NOTED. SEE LANDSCAPE Temecula, CA 92590 � � � � PLANS.Tel: 951.491.6690 Fax: 951.491.6695 N 1 inch 10 ii PLANNING CIVIL ENGINEERING LAND SVIVEYING Gr.i�V Ag IIIDN REGARD 04 TE BY firwsm ACC•D 047E &9WH AMRK Sr" SM. �p*ESS/p D* ft�'r► By �' ftwing No. 3 112'0 DIAMETER ALUMINUM DISa FLUSH A.p � W.R.O. L & A I.A.P. RECOAMAM BY LM �` C17Y OF rEAfECII" DEPARTMENT of PMIC *VWS Cor►troct+ar IN CONCRETE CURB STAMPED "RIVERSIDE COUNTY BENCH MARK T-46-81 RESET 1 Under Of 1997" EASTERLY OF THE CENTERLINE OF Ila 01 1 AC 077 B1ti LM /Z A5 ° z � ' ' PW FM PA 04-OM SR-79 AT THE SOUTHEASTERLY CORNER AS RIOTED � Date ^ � aa�wco a errs - � OF THE BRIDGE OVER SANTA GERTRUDES 03� Dir� or�euc r. s :x STON - PHASES 3, 4 d� 8 - MARK A PA UR � - .. . CREEK: 4.5' NORTHERLY OF THE CIVIL Y� NEIGHBORHOOD 12 SOUTHERLY SIDE OF THE COIL a?ETE C44899 EX rw AMIP�y7l 31 1� R.C.E 11 b 19744 .3� 1�5 f'' i s of SIDEWALK. EL&A" = 1097.163' R. Nb. P� - '`�. TRACT No. 32169 PA04-0079 - 1 1 1 SEE SHEET 4 SEE14 ��113 1� \ ISTSHEET 7 sI 15. 4. 3• in w \ 1 _ _ s - � 1 W $ 9 - 6 13.30 Ft WA f Z � 1_ � .122.33 t l FS 14.40 .�1, - J-- - 1121 .00 .'1 �, � `\ b ' � �' '`�' � 1 4,ZO � �4•Zp � ,. ., xv 19 � 1 w 21 �! i �� � .� G Z� 18. �•6D 1 � �, � � G •00 _ �r �:' �- p• 6 12.4006 09 Z1 ~- cg 2 'o cr► $ w 4 2 14.20 w C:� �,, /�ID;• J 1 Z F w _ _ i. _.t-- f -019-32 - . _ 11 10. 3 4 ' 14• �� �j - _ 4 4 FL 09.43SMAS =_ 4 :"_ , '► 1 d G 13. � .' •,r \ so- 5.2 S 2-5.2 S - 14,20 1S 151- G. zD0 � .X 8 - .ZO -�� �� 4 � yrs 1 -T- G / \ 6 13. G 13.60 ,. wG . '.� - G 13.,E _w G 13.30 1 G � 14• 1 f - G 13.30 G'1 .. - . - 2 w . l 21 oil ING.. 540 k s ' � � � � '� •� 115'1 Z~ � 1 1 4 0 1- , F� �4- 2 •6p 14BUILDING - 23 `\ CEE) ,� w 1B oF 14.E GT FF 14.25 . PAD 1113.5 •�"�' 24 06 '� C 1 L 1 �,� . -• 14 � T � 1 r 4•d i �-� 29 2S 17 �- tC t 26 w 25 a ,� - 1c .�ar�c _ 30 14.eP S dr 6 13.40 M k 1 J CY) `� FL 11.30 � k k k 4 46 '► 1�.a" SEP 1-7.2" S7fJE' 1..Q"`S - 1-"J4 k 16 1-4.Z S'1'Ep �� k k ,�,` 4• /� / 1 � 1 13.70 OF 13.65 OF 13.75 1• k k k S DC 1 / 1 FG 13.60 k k k 14- J#.30 13.11 - k k '� - A- A k w 3 1 G .w kOP I / 41& 101 k 10 �! �► . _ k .10 'ti• k s.D- 3b °� w. k " 4 � � � d ` -Be- 4 13.X Al113. - k 06 rpC k 13..' � 13.70 k 14• o 1 . _ ows ,, +� s s w 1 1�s w s w w .� 1 k R S�r`E 13• 1 F� 1 I , L `__ _ - >r w 3. 18 piC AO 16 1 .3 DC 13.35 DC 34`5 1 .47 DC 13 S ,A 14. 1L• ' IL Grp .. .. ..r�...�r rr., .,, \ - •• f► PYC x� W .oil I 1R T �► _ - - w 13690 - 5b �15 - �. --- _. _ �_ _ __ _ - 1 7+00 8 S.D. 40 . __ _ - 0.6% Cb 540000 '� �►' I k CONSTR`WnCW NOTES: I � '*�- " k k k 40 11 _ �. L _ I S k 1 CONSTRUCT PLANTER DRAIN PER DETAIL ON SHEET _.. -- �' 1_I� PVC �A -- -- --- L _ _ _,,� " w k k k k 2 CONSTRUCT YARD DRAT T � 13 k N PER DETAIL ON SHEET 2:� 1 � � 5 k 1 J7n k 4 CONSTRUCT 3" CONCRETE SIDEWALK PER PLAN. 5 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE o w 3-� k k k k ARCHITECT PLANS. k52 A- 9Q CONSTRUCT MAIL BOX CONCRETE PAD PER U.S. POSTAL♦ 11 - + S w k k S k w k S w k s w '`• k k S w kk REQUIREMENTS. 1 d • 1=. - k k '�'� r ikw k � 1'3.20 FL 13. j - 13.65 F5 13.!0 ar 1 CONSTRUCT RAISED STEM W `�2 k k 6r 13. 1 .5 51 k , ALL PER STRUCTURAL PLANS. T =: P' SIL k k k k k 8 EE SHEET 11 11 CONSTRUCT 1"DEPRESSED CURB IN FRONT OF TRASH ENCLOS N '� k k k k k k FS 13.2 40 14 ELECTRICAL TRANSFORMER PAD PER EDISON STANDARDS. FS 13.45 k k k k k k : ',..- STREET LIGHTS PER LANDSCAPE PLANS. - COURTYARD WALLS PER LANDSCAPE PLANS. CONSTRUCT 4" PVC DRAIN UNE. CONSTRUCT 6" PVC DRAIN UNE. CONSTRUCT 8" PVC DRAIN UNE. SEE SHEET 10 CONSTRUCT 10" PVC DRAIN LINE CONSTRUCT 12" PVC DRAIN LINE PATHWAY LIGHTS PER LANDSCAPE PLANS. TELEPHONE PEDISTAL PER VfRIZON PLANS. GRAPHIC SCALE NOTE. One Ridgegate Drive,Suite 210 � s � � � Lundstrom ALL WALKWAYS ARE 3 WDE UNLESS Temecula, CA 92590 07HERWSW NOTED. SEE LANDSCAPE +a ssoc i ates Tel:951.491.6690 Fax: 951.491.5695 ( III � ) PLANS PLANNING CIVIL ENGINEERING LAND SURVEYING 1 inch 10 tt LW5- COA67RWMV 8000 LMTE BY REI?SIIOIARS ACC'D LNIE BEACH AAW SEAL.• •� SCALE oF�ss�p DhaN"' By Chel�d By DYnwing No. 3 112" DIAMETER ALUMINUM DI FLUSH A. 8r� LM • ClrV 4F MEMECULA/ s� Pw.Ro. � � A MSP � D�PARrMENr of PUBLAC wnr,�s _ IN CONCRETE CURB STAMPED RIVERSIDE COUNTY BENCH MARK T-46--81 RESET w Prepwad Undbr Of 1997" EASTERLY OF 1HE CENTERLINE OF AS INblED °` Nn 01 1 '° L� �` ACCEPTED BY• am 9 �L o s T G PIE`M QVZW RMI FCS PA 04-QM SR-79 AT THE SOUTHEASTERLY CORNER Eon �r Dot 1 AId1 U J. PAM a OF THE BRIDGE OVER SANTA GERTRUDES 03/311% MARK PAUR - - d MHAAWj7ON -- PHASES 3, 4 do 8 CREEK; 4.5 NORTHERLY OF THE � � N5 NEIGHBORHOOD 12 SOUTHERLY SIDE OF THE CONCRETE �, �:::. - --:::: � SIDEWALK ELEUATIiOw 1097.163' R.C.E. Mo. C4' ORM 31, R.C.E. Ma. 19744 30, M a, >: ; it 09*0 TRACT N0. 32169 PA04-0079 i � SEE SHEET 5 w - / = , L / 15.4r Je A 1 :80 _ � _ t N � de 41� G 12.30 1 - / \ 12.8 - Q x'110 G 1 1 fL 1 .372 c+ / s! - FL 10. _ _ 2.60 21 10. 1 G 19.80 \ 1 . 15/ F512.90 - 12.90 12. F512.90 1 • l f [ 9 60 G 12.60 G 12.60 G G 12.80 G 1 60 / 18 � � \ Z40 LCID- � N a g 12_ CbIca mo.4 .00 0 V r - I BUIL IMG 7 L 8 •: ` / \ I 1B ,,F 'oo"� 18 c� 15 55 6 12. PAD 1112. . \ - 33 32 1 30 . i49 2Re 16 3M . t _ r _ 1�.Q STET - k"D . - �3 � 1-7.d STET 1� STEP � • y t-�.a sT�P � -x'13. OF 12.90 '�\- a , , -,. •,� ` - , �� 00 OF 13.05 fiF 13. 15,p.4 C4 .48 �. _ _+ 4C FS13-10 5 FS 13. " I + + 12.85 dr 12.w TC 1 . w os ny, (S) w s w nsu- Ir no6= 1 6M d= A A I r2ft It 1JINC �N -r- -- r- � .- r- Y 1 ' cy •. L0 h I T ,. � - T w v.ayt I i fA#FWOVWFM TS '.H. - I 1d" EX. RC,p SD PRI VA T9 D� 1 VE) _._ _ _ I DWG. LD04-253C0 el r . •. d F'Vc N6A cO ON NOTES. - �- • - . _ . - - - . L 1 CONSTRUCT PLANTER DRAIN PER DETAIL ON SHEET 2. --AL 2 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. f 3 CONSTRUCT DEEPENED FOOTING PER DETAIL ON SHEET 2. L,� "•' IM .._ _ Y - 4 CONSTRUCT 3" CONCRETE SIDEWALK PER PLAN. •- w OS w SD w S w S .�- w S ON S ON S w S 5 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE 6F 11. '- ARCHITECT PLANS. L + 912.15 + fir 12.X � 12.40 _ i�` 12.40 12.30 Q CONSTRUCT TYPE 1 FALL PER CITY OF TEMECUL.A D• + -�- � + ++ � �" + 1 1 I L I A STANDARD PLANS. " _-1 `_ -�" �" -�- -1- F6 \'. * '.r._ -17 C(* pAp. Q CONSTRUCT MAIL BOX CONCRETE PAD PER U.S. POSTAL REQUIREMENTS. 1 CONSTRUCT 1` DEPRESSED CURB IN FROWT OF TRASH ENCLOSURES. 14 ELECTRICAL TRANSFORMER PAD PER EDISON STANDARDS. STREET LIGHTS PER LANDSCAPE PUNS. COURTYARD WALLS PER LANDSCAPE PLANS. CONSTRUCT 4" PVC DRAIN UNE CONSTRUCT 6" PVC DRAIN UNE CONSTRUCT 8" PVC DRAIN UNE. CONSTRUCT 10" PVC DRAIN LINE. f CONSTRUCT 12" PVIC DRAIN LINE SEE SHEET 8 r� PATHWAY LIGHTS PER LANDSCAPE PUNS. TELEPHONE PEDISTAL PER VERIZON PLANS. GRAPHIC SCALE NATE: M • t� s M ALL WALKWAYS ARE X WOE UNLESS Lundstro� One Ridgegate Drive,Suite 210 OTHERWISW NOTED. SEE LANDSCAPE Temecula, CA 92590 � � r _ + associates Tel: 951.491.6690 Fax:951.491.6695 PLANS PLANNING CIVIL ENGINEERING I LAND SURVEYING 1 Inch : 10 f1L LD�D5--U9QGR �`� CNSTRJICTM RECOVPD NTE BY RENSIIDNS ACCD LMTE �MML I AMRK BILE • �OFESS/p,�,� &fa �' Chx*od �' ' / D►vwing Ab. � - 3 1/2 DIAMETER ALUMINUM DISC FLUSH A.p W.R.O. L & A MAP. Br• L147 ! D.S" ClrV OF rEAfECULA DEPAAVLWT of PUBLIC *VWS _ IN CONCRETE CURL STAMPED "RIVERSIDE ��� �� ��'�'�`� Phsjvor�d Under SuperyOf a COUNTY BENCH MARK T-46-81 RESET c; � isarr P4Z o T �� �'�(/yV F� PA 04-CM1997 EASTERLY OF THE CENTERLINE OF AS An1ED Na COM '� ACCEPTED Or. tI / v�-NTE SR-79 AT THE SOUTHEASTERLY CORNER E>Ipinr * Date --�S NOWILD J. Awts __ ON OF THE BRIDGE OVER SANTA GERTRUDES , 03�� ,.� ff R" M z M - PWLS 3, 4 & 8 � 1 Do& CREEK; 4.5' NORTHERLY OF THE CIv,% A�IARK A. PAUR SOUTHERLY SIDE OF THE CONCRETE C , H ,�� /+c �lrf : sa:::: NEIGHBORHOOD 12 R.C.E. �. EX rL"S • R.`i.G 11 b� 19744 --- 30i `� Of 13 �1 SIIEWALK. a.EvATIOW - 1097.16r3 rR4CT No. 3216,9 PA04--0079 w !C 1 SEE SHEE T 7 10 FS / /jL► 1a I OF 1:.85 dF 12.95 � 14 5% 1 1 w S N S N S S � • \ i w - N ^ w "'� ,\ f\Zpt 11 w ru.ir. C �. ..r �� T .�, TI.. a . .4 J.. L Nw 11+00 r.. t I 0-a 7+80 0. _. ' 1111. � � _ --- _ STREE _ __ ff T .. _�_ _ ___ _... Ilb�°I40VEML� S SEE . ol oo I . Y.H. PRI VAV DRI� 18 Ex. RCP SD DWG. LD04- 5.300 w � T ""`" -- -- --- - -• �. _ ,� .- PVC WATER _ •. _ _ _ f `► � 1 ' •- 11. 1 '�' ''.P •• •r � ELI it- t - • S + w S • w s w s r s . w s r it 7-P � 11.E 1 w -}- X12.1.5 �. 4F 12.X dF 12.40 + � � •• � �- .�- � ;,.--" PAD r - 34 361 � - -37 + 38 39 Ic- 2kC -��- T�r111Z.5D - - _ -�- + -}- 2RC -•1r 1RC 3C + _ + �- 2,z -1- IF . 10 + OF 12. 10 � 12k-40 -�- OR-12.w Af -�- W 12.3D OF 12.00 �'= r OF 12.00 cv O I 2-5.7" STEPS - �5.T STEPS 1-•7.8" STEP 1..�• Sip 1-6.6' STEP 1-5.4" STEP � � � 1-3.4" s t w 7" -•6 �p PAD 1112.3 ' BUILDING 8 w 3C RE 9 12 a. �-1- PAD 1112.2 1 I I Sm G MIAG �0• - d • W PLANS 5' •7 N N Ri '��, �i N �•Jb I r- N N N F- w pg. N I w 7y _ .. w /(/ 4 C4 C4 1 �eC4 C4 ~` w I N O O w N N C� C7 - 29 59 -,0 1; 12.55 2 �; . - . F5 12. F'S 12.55 t2.55 c I 14 '~ K ~` TG 12. 2 1a 2 Fs 12:55 FP 12.3 w $ 1a �-�' To 9. TG12.00 gyp• TG12.00 TG1 1 12.00 T612,W.0 1 . 1 TG12. 10 T912. 10 �,_ �; �� FL . �_ 10.00 1 F L 1 Tw1 11. 1 TF1 06.504s� FIS 12.45 1 TG12.30 1 5 F5 12.45 3 TET'S F5 12.4.5 , S 71 FS -.._.- � - _ -,...- 1 ------ - - 12.45 7111 10- art F5. 10. 1 TG12. 21 �f TG12. � �-" c _ 1 45 - - 1 "I 10.40 1 0• - 21 - - _ .1©. 21 TF1105. FS 0 j TG10.00 L 10.40 -FS 10.40 t" �,.` 4 10. 1 '1• 10. Flzo~ 0.4is . �.�v 10.4 FL 07.60 10.20 FG 10.4 �0 6, s 10.30 L -- 1 FL 07.48 p1 • F1 07.20 -- ----_. ------- 10•Q8'S6" Ole �= -- 11 STEPS is w ..: w Q � R=1170.OID � •� MINc, z lrvo rav n�arE�• Ile • � , �. �. L=207.25' ,� �' a►• ,!�, ,�c� �n �� ,�►. '��►. � ►.'`�� N76'25'46"A ti�,C�• 216.86' '� Q CONSTRUCT PLANTER DRAIN PER DETAIL _ --�-� 0N SHTT 2. N6AL.L 8 W w_.._....._..-_._r..-. .. IMT I ISTIA� SIS Q DETAIL SHEET 2 �. 2 G10hl5TRUCT YARD DRAIN PER A ON � t,___�_.......-.,--,..-.--. ALK 3 19 00NSTRUCT EXTENDED FOOTING PER DETAIL _._.__. _...... ... .... ...._ .._ .._ ......__..._.. w.. ._. ..... _. ..__....._.__. ._.....w. 4Q CONSTRUCT 3" Cp►�ETE SIDEWALK PER PLAN. c, ,�� �► a r . m. ... Q C10 WTRUCT TRASH ENK. OS RE PER LANDSCAPE ARCHI T ECT PLANS. 9 ENiAN CED STAAf2ED PAVING G PER LANDSCAPE PLANS. '~ ■ ``"'""' --�-�.,�.'"�"� - -w- . .. ..�...�w� -w-- ...�.�.w...�rrw�w.�.....r�._,�.�.�..ter. .�.... .r.. . 1 CONSTRUCT 1" CURB IN FRONT � TRASH E1�'LOSURES. � "�'� ., . . . ._____,.. ._. . . �3 CONSTRUCT UDERSIDEWALK DRAIN PER CITY OF 12+ o - - \� \ TEAECULA STD. 303. 1 - I 14 ELECTRICAL TRANSF`MSER PAD PER EDISON STANDARDS. - -- - - 13+b1D 6 STREET LIGHTS PER LANDSCAPE PLANS. -SA - .`_ - --.-_I - - 14+00 -- 7 CONSTRUCT STAAF ED CONCRETE SIDEWALK PER PLANS. "~` �-- VANNAH DRI 13+00 _ -- �-fXISTIA� 30+ S.D. 8 COURTYARD HALLS PER LANDSCAPE PLANS. 9 SA NC1UT, REMOVE AND REPLACE EXISTING SIDEWALK. I - COWTRUCT 4" PVC DRAIN LINE. 1 CONSTRUCT 6w PVC DRAIN L INE. f CONSTRUCT 8" PVC DRAIN LINE. PATHWAY L I GAITS PER LANDSCAPE PLANES. TELEPHONE PEDISIAL PER VERIZON PLANS. GRAPHIC' SCALE NOTE: One Ridgegate Drive,Suite 210 ~ * ~ 1 ALL WALKWAYS ARE 3' IWDE UNLESS Lundstrom 07HERWSW NOTED. SEE LANDSCAPE Temecula, CA 92590 PLANS: + associates Tel:951.491.6690 Fax: 951.491.6695 IIT � tv I PLANNING I CIVIL ENGINEERING I LAND SURVEYING I 1 �Cb ' 10 & N �LD�05-�D94GR - CONS7RUC70V RECOW LM7F BY REVI�90a ACC'D L14 7F BEACH //ARK SALE �•' p�Ess/o � BY Lrnw &f C�Aed � / Drawing Ab. ^ 3 1/2 DIAMETER ALUMINUM DISC, FLUSH I►.p ! W.R.O. L et A MAP. B'' LM17E 9`9�CZS' _ C17wV DF rEMSCULA LP,4RrM�vr OF PUBLIC wV+ s aDiA�i'O1r IN CONCRETE CURB STAMPED "RIVERSIDE yaI;�Ia,w �� � COUNTY BENCH MARK T-46-81 RESET - Pr'�Porad Under Of �S T �� F � 1997 EASTERLY OF THE CENTERLINE OF �� Ila CIHI ACCEPTED B1" LM Z. -4i SR-79 AT THE SOUTHEASTERLY CORNER AS ESR ,k Dote ��-U AOKD a �s - •�•�• OF THE BRIDGE OVER SANTA GERTRUDES r,,,, ,, /�/� a,E,�,,,.A�1� ar PEMW Naas n =Mx HAJMSTON PHASES 3, 4 do 8 Drrh CREEK; 4.5' NORTHERLY OF THE C�VIL K PAUR SOUTHERLY SIDE OF THE CON 044899 A94RCH 31 2 -r; :=: NEIGHBORHOOD 12 _ R.C.E. N►o. Expires R. At, 19744 - SEPTE11Il9ER 30, 7+OID.S �,•,� S of 1.3 S1.EWALK. EL&A7� W - 1097.163' TR4CT NO. 32169 PA04-007 SEE SHEET 10 Sj Cb L + ' 7c r► y V. 0 13.10 ��� � � .: 4? -0 ice `' 13.1 ow � � �° `' f '� / � '� s�• � 12.83 or 12.95 , : -- �`1'• �1``- `�- � �- � ^o,P // � �� J ca SD w S �• •! - / `(` - TC 1112.21 x -1 o i %tv 119 •tiry / p. Mr T FOUR TR,OLT7- � �- T T - wwwwrwrrtwr w�w1Y wr �+ �-� R�VFMLNI JLL ` � � �w� �w�� ��rrirrr N ��rrrr�r www w�_ rrrr� _r�rrDWG. LD04-25300 i I -a PMVC i 0.6ar f24" lam' SDI 71MMMMM _ r t--�4 EX. lam' SD UK IVL __. . L __. _ EXIST.C. A � I TE 94I VE � r l I r-- I 17 Y .. '• I �' / / 20+00 4. ow s w s w s w s w s �- QS w w s s w I ' , , � 12.3o". 2.E" , � 12,40 �. 1 �`` 12.40 � 12.E iF 12.� � �iF 12.�- + F 11.10 '�, iF 11.lD�F' 0' 5 . - i 1Z - .UTILITY + g' /. �' - T,•,` .1 CONS PAD• -}- + ` F�� 0. 1 . - -~ L j. + �- 39 40 ,,-," 41 + �- ,�o, 42 - 43 44 4 �-451RiC .� ,�� -�- I _ � o0 1A , , XA L- 1 / + -�- 2RA + IRA I 3A TG 11.2 . -�- N eF 12.w OF 12.eo �r �'' ,., OF 12.W - OF 12.3 OF 12.40 + GF 12.� 12. 10 12.00 FLOB.40 _f - I= , I �.41 N w g I [. 1�.6 STEP 1-'3.4 STEP - 000 1-'S.4' STEP 1-6.6' S1EP 1-7.a" STEP �) 1-7.2' STEP 2-3.7' STEPS - " 102. I I � T ' j 2-x.3 STEPS 7 - •� gyp' PAD 1112.3 1.1 I L 1101. �p I M 2 -O1 050 % cl 3 OILDING 9 � � Q 7G10.50 I I 23. cp, •5 FF 1113.05 PAD 1112.3 � - TG10.00 I _ SEE t� I I N _ / FLO5.69N C) � I N m ' I N N �_ t H N N N N • N . 114 C4 FS 12.55 TF 11 1.33 1 ''• w 7912.10 - - 1 TF11 .67 1 I 1a sPEW - _- Tri 1 2TNI N'S 12.55 F5 12.56 1 a 4 F5 12 1a FS 12.55 12. TIP11 12.55 - < F 12.55 F1 1 I \\ rG 12.00 TG12 00 1 . 1 TG12. 10 TG12.10 12. 7912.10 TG12.10 7912. 10 7912.10 - F71 0910.001 10FL 10.46 . 1 . ,,1 TG12.10 1 1= 6 I �► .� 1 .84 I 2x 1 I 01 » F5 12.45 3 Fl. ° .�` TLFS S - _ 1 STEPS 12.4~5 - 3-0» SFS \. 3-,8 10. 10 3-,B" STEPS 2.4."5 3 - STEPS - T9 .Tp �..� ,--- -.-------- -- -- --- - X7_4 -- - .2 \ ;.- 1 8r5 �_ •,/ , 21 'n _ - 4S , \40 �� 10:10. FIL 10.40-a- 19: � t0. L 4� 3 - _ � �' - � 06.,3" 1a' Ul 13 � .3� - 60 c FL 07.60 10.20 FG 10.4 6 G 10.30 TG10.00 FIG 10. T�9.70 i . � °o° . FS ,FL 07.40 ,��� o i ae o�. �• _ FL o7. FL _ .__.. z 1 1105 FL --- ------ - ----- 11STEPS • 7.3" _. -��, ----� _. .... ...... .... 8 --- _. 10 CONSTRUCT PLANTER DPA I N PER DETAIL � •�� .� N76 '�"�' , , 216.86' k 8 ON SI EET 2. '�`'� � � ''o .� •. 1• 2Q CONSTRUCT YARD DRAIN PER DETAIL ON Sl EET 2. _ _ __ _.. _ ___ _ ___ _�.. _ _. ''$?dam �' �� � �� ,t�c�� .'� 's'� 27'23» �.� ,8 Rom972.00 0 L=143.46' 1 3 CONSTRUCT EXT EMDED FOOTING PER DETAIL __. __ .__ __ _� _ '�� '�, ����• g I ; 1agg. ON SHEET 2. -- _._.._... _.... M _ ` I � IrIAQ► Q CONSTRUCT 3 CONCRETE SIDEWALK PER PLAN. w : .._ . .__ I I 1099.95 PLAN 5 T A w _.._. �.. �. _.... .. M.. l - � SEE Q CaVS1R'lJC TRASH EIVC:L051�` PER LANDSCAPE . � 1 ..._.. _. ... . . ._. .. _. . .... ._ ,, _... ..._ _.._....._.._w. ..,.._.µ _.._ _.......�. ARCHITECT PLANS. - _......._... ... ...-. .. ...T.__....___.. ...__u-..__ .._. .._.. ._.___._ ..._-._.._.....-.....,... 6 Q CONSTRUCT TYPE 1 WALL PER CITY OF TEWE � 4~•COLA STANDARD PLANS. 1s�62 4 ~ S .a4 SAVANWH 1 VE= 9 EhMNGE-D STAA03ED PAVING PER LANDSCAPE PLANS. 10+00 ` $ PORTLAND COW � ._ 1 CONSTRUCT I " DEPRlESSED CLRB IN FRONT OF TRASH BK LOSLFES. , 1100.27 14 ELECTRICAL TRANSFORMER PAD PER EDISON STANDARDS. 13+ 6 STREET LIGHTS PER LANDSCAPE PLANS. - •- - - - - - - 8 GIDURTYARD WALLS PER LANDSCAPE PLANS. `� 14+00 " -- - 40' PVC LINE'. ..� - _ ISTIAD S.D. _._ _ __ ___. 15 00 - ----- -- _ 1 CONSTRUCT 6" A _SA VA NNA . _� DR-1 PVC DRAIN LINE. ___.. CONSTRUCT 8" PVC DRAIN LINE C0IVSTRUCT 10" PVC DRAIN LINE. .-- PATHWAY LIGHTS PER LANDSCAPE PLANS. TELEPHOW PEDISTAL PER VERIZOV PLANS. GRAPHIC SCALE NOTE: • Lundstro One Ridgegate Drive,Suite 210 ALL WALKWAYS ARE 3' WDE UNLESS Temecula, CA 92590 OTHERWSW NOTED. SEE LANDSCAPE associates Tel:951.491.6690 Fax: 951.491.6695 ( Bf FM PLANS I PLANNING CIVIL EMi1MEENIMi I LAND SURVEYING i Inch s lO fL LX5- COA67RWMV REG'OMrO N IT fff REMM ACC'D LMTE EEN�I AMRM( Sr" �" �OF�SS/p �� �' ��'�► �' GY►e�ed �' ' Qrowing Mv. 3 1/2 DIAMEM? ALUMINUM DISC, FLUSH A.p M!R.4. L & A N.A.P. REt �• LM1F � � C17wV AF rEMECLMA �ARr Off of RMC wn,+PKS _ QDA IN CONCRETE CURB STAMPED "RIVERSIDE At �� � COUNTY BENCH MARK T-46--81 RESET � � s Phsjo�ore�d Under Of 1997» EASTERLY OF THE CEN7ERVNE OF NL aM '�- AL�PW � Q�]F P PIAN Ftp P1�1 ��"'�� Sy?-79 AT THE SOUTHEASTERLY CORNER AS INbTED �� * �t� Q� � � ------ � OF THE BRIDGE OVER SANTA GERTRUDES �„ ,,,, 03/3t/bi 1 � J. „a„ x MMMRWSTON -- PHASES 3, 4 do 8 AAW PAUR NEIGHBORHOOD 12 out* cwmmoet- CREEK; 4.5' NORTHERLY OF THE CIVIL SOUTHERLY SIDE OF THE CONCRETE �fr -�:, 9e4-�== sIDEWA - R.C.E. Nb. 044899 Explr�s A/i4RICH 31, ZOla6 R.C.E. IN0. 19744 ._ 3C, 20105 .„� LK a"A7DV - 1097.163 TR4CT NO. 32169 PA04-007 z SEE SHEET 6 'A /* 10 y\ / "bon A I S dr 13. 1 , 4 v 9 I , � S rr DC -V w ILI1 DC 13.. 5 IDC 3 os II ,� .4 61 13 DC 13. : SMR ROSE L OuRT _. 17 00 s v Ex ksT, -- __ Z. �,, •� -� YEMENIS SEE 4 "n II L�`" PVC AA I D . LD04- ..._ WG25300 O's -4 r • . 00 T- wool, o . � 16M S A- N �C ,� 13 1:.so AAir A- S ArAW `,, 13.20 Iwok, k -�' k k fl 13. 13. fS 13. k �r A, '� ;�, FS 13.2 9 z -A , I 1 •� �- k 40 24 13. �'�' ��. G 13. 10 - 30 tog 1 k k FL 11.60 •~ ' 12 I 2-5.�" 5nn A- �" 13 f3.go OF .2 STEP k I1 13.464- 13. W 13.3 2-5.7 M . I 46 1-4.Q" S! e , j I \`• 4X0 4� 51 F5 13.43 '"-- f1 11.4a C�l1 9 29 1C 50 . .., EF 13. 10 w I WILDIAAG 11.60 - 2C • . k. FF 1113.95 Nil,• PAD 1113.2 � � . 10 r� \ 13. ��• FG 13.2 FG 13.21' 50 f / F5 Ps r3.2 to , 2, X4.15 1e • --' I 1 G 13: G 13.00 13.�l'fp Fs Fe n Fig 1j. 65 •d _...� I .11 Fl 11. F� 1 G 13.00 = 13•g - 12..10.-' '' I f 5 13.30 11 QO FL 11. OL ` FG 13.2 F5 13.4513.2 FS 13. �' F� 6 1 w 1. � G 13.DDG 3. 21 • ,L - y 1 G 13 1-5 G 11.7D 2-5.6' S �` 13. 1 •9 I 07 .87- -6.6 S ` 13 P - G 13,Dip 3.2 s Q'1,� �7 _ 12.0 G 11. - _ •-�, 2-6.6'" STp°S 12.dLfp - G-11:T17 21 CONSMCnON NOTES: FIST. 1 •1�7 2• QB.39 - - - r_ Q1 CONSTRUCT PLANTER DRAIN PER DETAIL 13 S •67 �� 09. 0 PHASE 3 - - 2,a •1 f A 09• _ ' 7106-67 -ON SHEET 2. t r1 8� rA'1112.67 02 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. 1 -•� 1F'11pg• \`II-,"MS1E17 - . • -- 3 CONSTRUCT �J -�1 � MlI1QARY �� � � -Ll-.-80J FG 12. 1 QEXTENDED FOOTING PER DETAIL �� • G 06.00 �0 FL 09.8Ip lot- ON SHEET 2. -- _ FL a3•� PHASE 1 '� • Q4 CONSTRUCT 3" CONCRETE SIDEWALK PER PLAN. 6 -�` �► "y _ 5 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE - 0Elm ARCHITECT PLANS. ll' T1107. 3 13 6 CONSTRUCT TYPE 1 WALL PER CITY OF TEMECULA �.4r IST. � � Q y h. 6 STANDARD PLANS. 9 ENHANCED STAMPED CONCRETE PAVING PER LANDSCAPE PLANS. , T�1107 �,,,� T T T 7r1102. .�3 I .- _.._ � _._. �. �., � ._.,_,. .... ..... .. . . ...^ .,. ..._. 1 CONSTRUCT 1" DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. "`'"� G�rrpr + 1 6 - 7 f T 14 ELECTRICAL TRANSFORMER PAD PER EDISON STANDARDS. ' GL�pT p ND URT VT STREET LIGHTS P ~• - `� I 12+00 1 •'A PER LANDSCAPE PLANS. .. � � �N _ ,_ \ COURTYARD WALLS PER LANDSCAPE PLANS. • V-1 cm CONSTRUCT 4" PVC DRAIN LINE. VAMP �o� 1 CONSTRUCT 6" PVC DRAIN LINE. - ell CONSTRUCT 8" PVC DRAIN LINE. PATHWAY LIGHTS PER LANDSCAPE PLANS. 0 i TELEPHONE PEDISTAL PER VERIZON PLANS. EE PHASE 1 & 2 DRA WING NO. LD04-288GR GRAPHIC SCALE NOTE: One Ridgegate Drive,Suite 210 ~ ` ' Lundstrom ALL WALKWAYS ARE 3' NDE UNLESS Temecula, CA 92590 07HERWSW NOTED. SEE LANDSCAPE + associates Tel: 951.491.6690 Fax:951.491.6695 1x FM PLANS N PLANNING I CML ENGINEERING I LAND SURVEYING 1 inch = 10 tt LX5- 0W C'�AHSTR(JICI]IOW RLW BY REV1�SM ACC'D LH7E MCH MAK E Ste•' pFESS/p . By L1roMn By GT►er: e�d By �40.45- C/T YOFrEMECLILAL�w;� nb.3 1/2 DIAMETER ALUMINUM DISC, FLUSH �c A.p W.R.D. L & A M.A.P. RftBV LN DEPARTMENT OF PUBW OMS _ IN CONCRETE CURB STAMPED '171 VERSIDE • , COUNTY BENCH MARK T-46--81 RESET =' Plbns Pr�oore�d UnderOfa if Nip=f0c 1997 EASTERLY OF THE CENTERLINE OF AS AOTM IIS Cum � � .� �P1Fp �• 04P QVD�Nr: PLAN FM PA 04-OM SR-79 AT THE SOUTHEASTERLY CORNER Eow * •.► ' 0 S Z o.r =OF THE BRIDGE OVER SANTA GERTRUDES , 63/31/06RK PAUR Drat D OF ROW NM ��: ,�: jx=�=�=� nHAiRVESTON PWLS 3, 4 & 8 Do • CREEK; 4.5' NORTHERLY OF THE CIVIL �r �~ NEIGHBORHOOD 12 SOUTHERLY SIDE OF THE CONCRETE 044899 MARCH 31, 2 SIDEWALK. ELEYAIX�W = 1097.163' R.C.E. Mo. EXpIrm R.C.E Ab� 19744 E 30 201D5 of 13 - - _ - M4CT NO. 32169 PA04-0079 i SEE SHEE T 6 + + + + + - + + + " 4.10 + 14.� + �" dF 14.30 0 14.40 dF 140 � T + �' S + 9 S / S w - ... tC 14 �_ .81 I I a� S'0. DC 13. •96 rQC 401, 14.OkS . 10 DC 14. 19 .6. �.23 DC 14.33 14. DC 14. b� /./;` / 78 I i � I , I womemseew FAR BEET I J ` / 1 MPRO NTS � I �.� � � 0000 1 DWG. L -25 I �. �► * 00 ig � 16 L UR T N �/ 1 9 ?. X17 •`� e+ �' •�' 1121.87 AV 1 _ 1�••�3 S 14.36 1 Cq% - - 1117.00 7 It w s + 1,1 13 13. dF 13.so 5 _ 4 _ � r3� + + "{'" + + -�- FS TTL• ! / _�.. .... 5 + +52+ + +5 + 5� 55 $ ► r + 4XR9 -�- 4X1 + + 4XR9 1119 6 ! \ .•Y + + + 4XRB + 4XR� 16 1117 q� ,LS r3 �- + + I \� w` 111x.Gb i ! w r3 30 + + + 1 fie► `' OF 13.70 arr`_".05+ + - �s - dr x4.10 OF 14.E %50 �-S.7" 1-7.2" STEP " TJp4, r .00 STEPS 1-S.4 STEP g r 11s s .--. . -,-.A 1115. 11. _ _ ca TS!!► 1 136' 111 I Q) 60 .33 Mw 1115.00 w . FT 14.65 _. .. -�, 1118. (Ag - SAD i r� 1 a0 � . FL 11PN' 1115. - �' FG 12.9 1 1811' 1113.67 - - 13� 3 _ _ _ J I 12.2' �d i w 4.15 -- 39 9 1 FS 14. 15 18 ,/ ` 1 1'':� 1117.DD ! _ T;5'N► 1115.67 1 TRW G / � 1113.67 � _ .... 13 ! TRW 13 r 1112.,T3 FS 13.9 � _ 18 14. 15 - `� _ TF1112.33 I a" FS 13. � G1.70 - 9 � -� � 3�.7 6 1 ' TF1 67 COW 1CW NOTM - 3 2 1 5. ., G 13.00 . 1 '�+� G 13 7n 6 13.70 6 13. N 6 12.20 I ^ ~- - F 12.48 FG 13.9 - - TSW 1115.6 .•' _A 14.OU __j 1RW 1112., 3^ 1Q CONSTRUCT PLANTER DRAIN PER DE-TA I L - G 1 r• �� EF- 1-70' - ^ i ! 67 ON SHEET 2. �' ^ . _ _EF=1.70 ,3-6.8' S 3-6.8" STEPS " - FS 1 00V FS 14.OiD ibi 72.20 16112 00 I �' 2 CONSTRUCT YARD DRAIN PER A J - - .•^^ - ---- - .8 S - - DETAIL ON S7-EET 2. -_ F - _ _ 21 fS 12.30 ^ - - _ -._ . _ r 3Q CONSTRUCT EXTENDED FOOTING PER DETAIL -- " G 11.80 11.0 98 - 12.30 1 ,30- 1 0-.35 12.�r0 R ON SHEET 2. - 1 Og.00 1 - - - / - ^ ft 1p. 1 - f 4Q CONSTRUCT 3 COrVCRETE SIDEWALK PER PLAN. _ . "- _Fns. I 2.JO _ s�d1,1, ^ .� rn I 5Q )HA CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE _ 09 FG , Ar - - 1 PHASE SaPoa1r ".4'" S G'I(,f-s1� r*I ARCM TECT PLANS. �`,_ 647 , 1 - - �►-- -�- � \ �� iIG'- rn -4 CM1STR'UICT TYPE 1 WALL PER CITY OF TEA�ECULA 1 ,_ - lb - 10. PER S �>Q I I Q M STANDARD PLANS. a t r -_ !► - MAS , 9 ENHANCED STAAEED PAVING PER LANDSCAPE PLANS• �' - " �1 CONSTRUCT 1" aM IN FRONT OF TRASH ENK; 09JgES. ~- :" ^ 6 STREET LIGHTS PER LANDSCAPE PLANS. - . 1 - - - "~- - C� - --- --` , • - ` i 8 COURTYARD WALLS PER LANDSCAPE PLANS. �' �� 6 �• I CONSTRUCT 4 PVC DRAIN LINE. 1 CONSTRUCT 60 PVC DRAIN LINE. - f CONSTRLCT 8" PVC DRAIN LINE. PATHWAY LIGHTS PER LANDSCAPE PLANS. SEEPHASE2 i TELEPHOW PEDISTAL PER VERIZON PLANES. DRAWING NO , LD04-288GR GRAPHIC SCALE NOTE: undstro m �Ridgegate Drive,Suite 210 ALL WALKWAYS ARE 3' WDE UNLESS O7HERWISW NOTED. SEE LANDSCAPE Temecula, CA 92590 PLANS nit i�ar ) associates Tel: 951.491.6690 Fan: 951.491.6695 N PLANNING CIVIL ENGINEERING LAND SURVEYING 1 tach = 10 & LW5- CONS7RXMV RECiOV� GATE BY REMSIlANS ACC'D LMTE . `MCH AI�IRMC SE�LE �- p�ESS/p , � �' DYn� �' C/►e�c�rad �' �,» � - browing No. �o 3 1/2 DIAMETER ALUMINUM ash FLUSH A.p w.R o. ,� MSP BY cMTE 9 a C/ry EDF rMNECIIZA D PAVURT of PUBX wnRKS _ IN CONCRETE CURB STAMPED "RIVERSIDE � �� ��'�� COUNTY BENCH MARK T-46-81 RESET v z^ �' � Undue • • a 1997" EASTERLY OF THE CENTERLINE OF cc Na C" M ACCEPTED SY � Q j z o s "" PRE= p�/yll Fid pyo 04-4M C-2 �� cMTE IVA E� Ef Co SR-79 AT THE SOUTHEASTERLY CORNER AS H0TED * � * Dote •� AGVU J. PAW -_- HAj%1ST0N -. OF THE BRIDGE OVER SANTA GERTRUDES ,, 03�� Jnr� OF� - r� PHASES 3, 4 do 8 Daft CREEK; 4.5' NORTHERLY OF THE civ„ MARK A. PAUR d-- SOUTHERLY SIDE OF THE CONCRETE � =�= NEIGHBORHOOD 12 � ELEYAT1nV11 = 1097.163' R.C.E. No. C4'� EX less A�i4RCH 31, 20�OIS R.C.E. Mrs 19744 EXE• SEPT'EMBE'R 3O, 201G�5 '''fes.�° � 11 of 13 SIDEWALK. P - -- TRACT NO. 32169 PA04-0079 a VILLA c� DRIVE _w— - --•----�� - _-= �- j51+00 WOMMOM OWN-PI ililill'I'lljllllllll11111111111 In'', / r ------..-._...._...._.,, -......._,.,_,_,..,_._-M.,...._.__..,...._..., ........,.._,...._.., " , . c c, r /. r � ,c- `r r/ `" c . - - ,, _ - � n r - . _ V 41 9 48 Ir VL 10 . . . i _. -- , 0 .000 VT 301, 41 10. th tj G '000 000"N TA T 0000 kk qr 40 ;, I \ \ 0000 II BUILDING CED Fr 1 75 PAID I 115.00 - 5 � 6 8 w I X X X X X X � � X x x _ I X x x X X X I - \ \ X x x X x X x x X X X X X X I X x x x x I r I I x x x \ R _ x X x I x x w r \ 1 X x X - I x \ -• \ \ \ \ � �$� � X X X X - I X - i I X x \ \ � Y � \ c x X X d. I Q3 ,r \ 11 X x X X x x x S r \ \ \ 16•0D \ \ \ y X x X x x X X I I I x \ \ , - . - \ � \ w x x X XI-,- c \ \ \ \ \ \ \ 1 X X X x x x X � I I- -- x P� \ - X x x X 1 \ \ X . T. ,,0 I 12+00 I I i L ■r w^ w ^ rra rrw . r+rr rrw. wrw■ ^ r■ ■r wrr ROSEWELLCOURT (PVT. DRIVE 00000 \ - \ 0, . _ r, / \ / \. 4S *0p _ SEE SHEE T 5 REMOVE EXISTING AC PAVEMENT. ` 0 r` - _ w - - • \ \ • • , - �:• - - ►J REMOVE EXISTING WEEL STOPS. COWTRUCT ASIFIED 1" TYPE "D-5" aM. \ '\ - w ' �. �3 REMOVE EX I ST IIUG SIDEWALK. '',� `•. - - -�- -� .•- _ _ - . - . wa sw Fart NE (S REMOVE EX I ST NIG RETA I NIIG WALLS. �� - - -• r,•"- - - �, �:_. - _ �]�VAL � ALL 1 FAGlL1TI� 4 - - ASSMAIED WN 7 E SALES 7WZLat & N REMOVE EXISTING PROJECT T. , - - '�� VE AS REMOVE EXISTING FENCE. REMOVE EXISTING SALES TRA I LOR & RAAF. GRAPHIC SCALE u n s ra m One Ridgegate Drive,Suite 210 Temecula, CA 92590 SEE SHEE T 8 associates Tel: 951.491.6690 Fax:951.491.6695 DI F'E'ET I PLANNING I Clill ENGINEERING I LAND StINiEY1Ni � � �b = 1O �. 005� CaIHSTRUCIX�V RECOV7ID LMTE BY REV1511AA�t5 ACC'D !�1 TF �NICH A41RK SLE �� p�ESS/p �'"�°'d �' �� �' Che�c�r�e�d B)► Arvwing No. �o 3 112'w DIAMETER ALUMINUM a FLUSH A.P� w.R o. L & ,, �,,�P. BY �>E: 919�vs C17Y OF rENECULA D�PARn��vr o� PUet�c wnRKs � IN CRETE CURB STAMPED "RIVERSIDE � 4� �G� / i' COUNTY BENCH MARK T-46-81 RESET Prvpar�d ur dler Supdrvision Of DEAD I T ION OF A X)ELS r 1997" EASTERLY OF THE CENTERLINE OF A07ED Na 01 1 ACCEPTED B1"' "'TE.- AS SR-79 AT THE SOUTHEASTERLY CORNER ETON * UVtC `-��� AVWLD 4 A� � — OF THE BRIDGE OVER SANTA GERTRUDES 03P D�rnr� OF PEMW WOW �n w: - ,� HARVE.S70N PHASES 3, 4 & 8 � r AWK A. PAUR .. ,. CREEK, 4.5 NORTHERLY OF THE civNEIGHBORHOOD 12 SOi1 THERL Y SIDE OF THE CONCRETE °' ::.. ::: • R.C.E. JMD. C44�9 EXplrrs A4 WH A 2W6 R.CE. IMa. 19744 _ 30, 2DD5 �,.„� 0f ,j�,.,_ SIDEWALK. armnav _ lo9>>oTRACT NO. 32169 PA04 0079 i a HARVESTON WAY N81•51pp'w 39.04 A.go'00'01• "26.00 , Lm40.84 �r ' 42. ew 10'55'54 W77. M w �� � W 6 00 8 - Nei N - � N h / r N r c• W _. N IV 30.0 N a. «'rOv v / ` 0• �3 ti J � �p ry 3 - . �r N 33 32 3 . ' BUILD NG 7 4 (PVT. DRIVE) FRANWORT LANE' •2' 58.345 39 40 41 42 43 44 1 2 3 4 34 35 .8 9 ®VI IIVG BUI II1G 1 Bul ING 8 9 '01 h ililljllllllj Ea MIMRTY 46 « � eOBL 2'2x72-00 N1p•2? � 8=177.UO' N7s'25'�6"w 216.86' X9.51 " 25 SAVANNAH DRI VE GRAPHIC SCALE ao o >ta so Loo .t Lundstrom One Ridgegate Drive,Suite 210 NOTE. ALL DIMINSIONS ARE PERPEWICLLAR TO PROPERTY LIDS OR LOT CORNERS TO BUILDING CORNER. IN F Temecula, CA 92590 i inch = 30 it.. associates Tel: 951.491.6690 Fax: 951.491.6695 �+ PLANNING I CIVIL ENGINEERING LAND SURVEYING LW5- CONSTRUCTION RECORD DA TE BY REvrslvNs ACC D RATEBENCH MARK 5 SEAL- oFESS,o,� � �' Arown By C�►ecked By C17Y 4F rENECL&A mowing No. Contrla�ctor 3 1/2" DIAMETER ALUMINUM DISC, FLUSH �� A•PG W.R.O. L & A MAP. IN � Lm TE. � DEPARTMENT OF PUBLIC WnRKS IN CONCRETE CURB STAMPED RIVERSIDE hbr4 ,,1 '� .1 � a t COUNTY BENCH MARK T-46--81 RESET w ns Prepared Under Supervision Of � ��1997 EASTERLY OF THE CENTERLINE OF ACTEDNa C44M " � ACICEPTED BY D�ITE Llt4o�: _- a � Inspector SR--79 AT THE SOUTHEASTERLY CORNER E sr Dote `$ RaWD J. acs HARVESTON OF THE BRIDGE OVER SANTA GERTRUDES 1ff" 03/31/06 �,,.�,W QF�c d =_ o — PHASES 3, 4 do 8 Date Com CREEK; 4.5' NORTHERLY OF THE o %` MARK PAUR - °"� 1 V � NEIGHBORHOOD 12 SOUTHERLY SIDE OF THE CONCRETE �- C44899 MARCH 31, 2006 19744 SEPTEMBER 30, 2005 laf i9e9-o SIDEWALK. - R.C.E. No. Expires R.C.E. * Expires: „�, Sheet 1 S of 13 ELEVATION — 1097.163 TRACT N4. 32169 PA04 0079