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Home My WebLink AboutTract Map 32170 Lot 5-7 Percise Grading Bldg1-14 F, C NOIM: • 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT GENERAL PRE(31 3E (SRA D/N(3 [DLAiNS 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 PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 170. DRAINAGE SWALES INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO HARVESTON ,.. A MINIMUM OF 0.2DEEP AND BE CONSTRUCTED A MINIMUM OF 2AWAY FROM THE BEGINNING OF CONSTRUCTION. A �y DR F NEIGHBORHOOD 6 SHALL BE ' ' � TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT MEWEW FOOT FOR A MI Nl MUM OF 3 FEET.PER PHONE: (951) 694-�6411 PHASES y 6 & 7 FF LESS THAN 4/* � J. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 2. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA TRACT NO. 32170 fomia S1 EHARVESTON PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED / WAY 4. PROVIDE', AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM NOVEMBER 1991, AND SUBSEQUENT AMENDMENTS. it of Temecula FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3P IN 79 VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY 3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FROM THE TOP OF SLOPES. TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY WORK & 15 � o� 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, 501E OFFERS OF DEDICATION FOR PUBLIC USE. . . -.00 WITHIN : DA7-, _�. . HAT ALL FILLS HAVE BEEN PROPERLY E ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY T S7REEr �w PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY :xt: W, 40 TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT D CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS PERFORMED WITHIN THE STATE OF RIGHT-OF-WAY. WAY. � . 6. A REGISTERS PERMIT FOR ALL WORK DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH PROMENADE THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION 5. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS (*) BE TAKEN DON SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. .2 , I N USE STANDARD N0. 4 01 I F EXPANSIVE SOILS ARE ENCOUNTERED. (* INSERT SHALL 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. �,l �• FOR PERMIT CASES. a WCI NI�T�Y P FOR TRACTS AND PARCEL MAPS OR MAY ) / � � � �1/y NOT TO SCALE 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY _.4 V� B� �No 1 � 6. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE N � 4 SOILS INVESTIGATION BY LEI GHTON & ASSOCIATES DATED FEBRUARY 5 2003. TWO SETS OF THE D APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF O FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH � ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS NS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER Y, :31! APPROPRIATE PLAN REVISIONS ,*}`* BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ;==•�=w.=- FOR REVIEW AND APPROVAL. LEGAL DESCRIPTION. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN N� n �W/ �-- fF. / o o - F TRACT NO. 29639-2,9 IN THE CI TY OF TEMECULA, ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE V z z LOTS 7 & 30 0 FOR EACH LOT. �y COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, RECORDED I N BOOK PROVED PRIOR TO BUILDING NG PERMIT CLEARANCE 0 FFJ AP r� 345 PAGE(S) 1 THROUGH 19 INCLUSIVE, IN THE OFFICE OF THE PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 COUNTY RECORDER OF RIVERSIDE COUNTY. 4KC APN - 916-170-012-1 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT O , APN - 916-170--018-7 CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. �/ S -� F T -� APN 916-170-020-8 : t RADE SHALL BE ONE (1-0) PERCENT. p co LQ 1. MINIMUM PARKING LOT G °8 ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE 11. POST-GRADINGS MBI NATION THEREOF I N ACCORDANCE WITH APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A C0 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE D.50 PERCENT. -0BeaNOTES. APPROVAL OF FINAL INSPECTION. SLOPES OVER 4 IN VERTICAL -T CITY CODES PRIOR TOTHE HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER J. AN APPROVED SOILS STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES -- S 1. FOR ROUGH GRADING PLANS AND IMPROVEMENT PLANS, SEE THE U.P.C. PRIOR TO PLACEMENT OF PAVING. �/ �' ~� e� �' COUNTY OF RIVERSIDE DWG. N0. LD04-209GR AND TM 32169, a RESPECTIVELY. L MATERIAL SHALL NOT BE PLACED ON EXISTING STING GRO UND UNTIL THE GROUND HAS BEEN (FOG SEAL SHALL BE APPLIED NOT LESS THAN FOURTEEN12. FIL 4. ASPHALTIC EMULSION ) DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING L BE (� CLEARED OF WEEDS, D (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL � � 2. PVC STORM DRAIN (10" DIA. & SMALLER) 1S SHOWN IN TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, F 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL �� L� SCHEMATIC. CONTRACTOR SHALL INSTALL PER MANUFACTURERS APPLIED AT A RATE D / AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL D 94 OF THE STATE STANDARD SPECIFICATIONS. / a`�� CONFORM TO SECTIONS 37, 39 ANSPECIFICATIONS. NGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. ENGINEER, OR E 5. THE SUBDIVIDER 0R CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA / 3. FOR DETAILS OF PATIOS, STAIRS AND RAILINGS, SEE 1 UNTIL PERMANENT DRAINAGE STRUCTURES ARE / ARCHITECTURAL PLANS BY DENNIS J. FLYNN ARCHITECTS. 13. TEMPORARY DRAINAGE SHALL BE PROVIDED DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND WITHIN CITY RIGHT-OF-WAY. / � DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING / // �-� 4. FOR FENCING /WALL LOCATIONS AND DETAILS, SEE LANDSCAPE ASSOCIATES. OPERATIONS. 6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, ONE ARCHITECTURAL PLANS BY HOWARD S INSPECTION AT SUBGRADE COMPLETION, AT BASE GRADE COMPLETION AND DURING KEY MA PW 5. STORM DRAIN LINES SHOWN TO BE CONSTRUCTED PER THESE 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. PLACEMENT OF ASPHALT. PLANS SHALL BE 4" SMOOTH WALLED RIGID PVC PIPE UNLESS SCALE: 1"=100' 100 0 140 200 300 OTHERWISE INDICATED. ALL STORM DRAIN LINES SHALL HAVE A 15. STABILITY CALCULATIONS WITH A FACTOR-�OF-SAFETY OF AT LEAST ONE AND FIVE -TENTHS 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED MINIMUM SLOPE OF 1%. (1.5) SHALL. BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE CITY R ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL TO BEGINNING OF CONSTRUCTION AT (909) GRAPHIC SCALE 6. PLANTING SHALL BE DESIGNED AND INSTALLED IN SUCH A WAY SOIL ENGI NEER, O SHALL BE INFORMED 48 HOURS PRIOR THAT IT DOES NOT OBSTRUCT OR ALTER DRAINAGE PATTERNS OR HEIGHT. 694-6411. SUBDIVISION BOUNDARY GRADING SHOW HEREON. 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OFN REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT 8. A COMPACTION BUILDING NUMBER BLDG. NO. 1 7. FINISH GRADE ADJACENT TO BUILDINGS SHALL BE 6 MINIMUM ELEVATIONS ARE REQUIRED THE ELEVATION (WITH T CALL FOR SECOND INSPECTION AND A PLACEMENT S, QU TIE'SING PAD ELEVATIONS. WHERE SPECIFIC ELEV COMPACTION OF BASE PRIOR D CCNTUCTI C�N NDT�BUILDSTORM DRAIN BELOW FINISH FLOOR SLABS RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT OF ASPHALT PAVING. THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE STORM DRAIN STRUCTURE L01 1 CONSTRUCT PLANTER DRAIN PER DETAIL 29 EA.GROUND SURFACE 15 REQUIRED, 8. STREET, CURB, & PAD ELEVATIONS ARE PER EXIST. PLANS & GIVEN. 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL BE STORM DRAIN _.__........_� _�_--_.--,-��-�---��-��..-. __�. --�-� ON SHEET' 2. SHOULD BE VERIFIED IN THE FIELD. IF ACTUAL ELEVATIONS VARY FROM R COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT EXIST. S 2 CONSTRUCT YARD DR41N PER DETAIL ON SHEET 2. 205 EA. THOSE SHOWN NOTIFY THE ENGINEER OF WORK AT (619)641-5900. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED CONSTRUCT EXTENDED FOOTING PER DETAIL 12 EA. 9. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS DATED OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION & SEDIMENT CONTROL ORDINANCE NO. BY COMPACTION TESTING. 3 ON SHEET 2. BY DENNIS J. FLYNN ARCHITECTS. 040 - 4 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE 06101104 MI SUBMITTED TO THE 4 CONSTRUCT 3" CONCRETE SIDEWALK PER PLAN. 14,760 S.F. NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUB DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR TO 5 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE 4 EA. 10. FINE GRADING AND SWALES SHALL BE INSTALLED TO AVOID ADHERE TO THE METHODOLOGY PONDING OF WATER AT MOW CURBS, HEADERS OR ANY OTHER 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO PLACEMENT OF BASE MATERIAL, THE DESIGN SHALL ARCHITECT PLANS. ANS HIGHWAY DESIGN MANUAL AND INDICATES SHEET N0. OBSTRUCTIONS. OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SET FORTH IN CHAPTER 600 OF THE CALTR UTILIZE THE » » UNDER THIS PERMIT ONLY 6 CONSTRUCT TYPE 1 WALL PER CITY OF TEMECULA 8 EA. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO PPR"' VALUEMETHOD. THE R VALUE TESTS SHALL BE CONDUCTED IN U STANDARD PLANS. 11. TEMPORARY EARTH BERMS AT THE TOP OF SIDE AND REAR ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL BE PERFORMED BY A TAMPED CONCRETE PAVING PER LANDSCAPE PLANS. 5,ODO SF SLOPES, BETWEEN LOTS, SHALL BE REMOVED AT THE TIME OF COMMENCEMENT OF ANY CONSTRUCTION/GRADING. REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS OF THESE TESTS SMALL 9 ENHANCED S PRECISE GRADING. BE SUBJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. 14 CONSTRUCT RAISED STEM WALL PER STRUCTURAL PLANS. 6 EA. 20. THE PERMfTTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 11 CONSTRUCT 1" DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. 40 L.F. PUBLIC RIGHT-SOF-WAY. 11. ASPHALT CONCRETE SHALL CONFORM TO ALL FRONTS/ONS OF SECTION 203--6 14 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. ELECTRICAL TRANSFORMER PAD PER EDI SON STANDARDS. 5 EA. 17 EA. TOPOGRAPHY C2-AR-4000. MINIMUM THICKNESS 15 2 15 STREET LIGHTS PER LANDSCAPE PLANS. 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT ASPHALT SURFACE COURSE SHALL BE C2OF BEARINGS BASIS AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS INCHES MAXIMUM THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER 16 PATHWAY LIGHTS PER LANDSCAPE PLANS. 70 �• TOPOGRAPHY USED IN THE PREPARATION OF THESE PLANS WAS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL THAN 3 INCHES SHALL CONTAIN A BASE COURSE OF B-AR-4000, A MINIMUM HEREON ARE BASED ON NORTH 32'21'28" EAST 18 COURTYARD WALLS PER LANDSCAPE PLANS. 2,500 L.F. FROM SHOTS TAKEN BY LUNDSTROM AND ASSOCIATES DISCO THE BEARINGS SHOWN BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. THICKNESS OF 2 INCHES. FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN 24 CONSTRUCT 4" PVC DRAIN LINE. 1,520 L.F. DATES SURVEYED 11-26--03 AND 12-01--03 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY 0R PROVIDE ANY 12. TWD SPECIAL INSPECTIONS ARE REQUIRED FROM DEPARTMENT OF BUILDING AND ON A MAP OF TRACT N0. 29639-2, MB 323/1-19. 21 CONSTRUCT 6" PVC DRAIN LINE. 615 L.F. OF STATE OR T ANY PAVING I N DISABLED PARKING AREAS OR PATHS OF TRAVEL 22 CONSTRUCT 8" PVC DRAIN LINE. 620 L.F. THE PROVISIONSPRIOR D ~� CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULAT4!�Oct 11111 INGSAFETY W (; » � N�'R APPLI �.QD� FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE AND ONE INSPECTION AFTER ALL PAVING HAS BEEN PLACED IN DISABLED AREAS 0R 23 CONSTRUCT 1 D PVC DRAIN LINE. 510 L.F. OF TRAVEL. SOILS E�NINEER 24 CONSTRUCT 12" PVC DRAIN LINE. 40 L.F. WILLIAM LYON HOMES, INC CONTRACTOR/OWNER/DEVELOPER 1S RESPONSIBLEFOR OBTAINING THE APPROPRIATE CLEARANCES PATHS �. THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 25 CONSTRUCT CONCRETE MAIL BOX PAD PER U.S. POSTAL REQUIREMENTS. 5 EA. 11800 STERLING AVENUE, SUITE A FROM LEI GHTON AND ASSOCIATES, INC. RIVERSIDE, CA 92503 30 REMOVE EXISTING AC PAVEMENT. 170 SF 637-226041715 ENTERPRISE CIRCLE N., SUITE 103 PH (951) d, TEMECULA, CA. 92590-5661 31 DEEPENED STAIR FOOTING PER LANDSCAPE PLANS. 13 E46 FAX (951) 637-2251 BUILDING AND SAFETY -d (951) 296-0530 32 PROVIDE 6" OPENING IN MOW CURB EVERY EXEMPT FROM TITLE 24 0 One Rid99 e ate Drive Suite 210 PROJECT NO. 110231-006 5' MIN TO ALLOW SURFACE WATER TO DISABLED ACCESS REQUIREMENTSs rom 1- DATED: FEBRUARY 5, 2003 Temecula, CA 92590 PASS THRU. GRADE ADJACENT AREA TO APPROVEDED BY.- � ass Tel: 951.491.6690 Fax: 951.491.6695 DRAIN TO OPENINGS. - r 001" TE PLANNING CIVIL ENGINEERING LAND SURVEYING . Checked B Drawing No.,- � REVISIONS ACC D DATE BENCH MARK SEAL. Designed By Drawn By y YrAFAfECLILAPARTMENT OF' PUBLICWORKS DATE B sDE� rRD S � T��CONSTRUCTON RECO SCALE o� to / ��QR NqRECOMMENDED BY. - DATE. d, l - - 3 1 2" DIAMETER ALUMINUM DISC, FLUSH A•pq � P.J.L. L & A M.A.P. �►/�'� L» A l . I��V b v�1�5. 3. G�o. �. /� /'� CAA'I�.� Ili L��S / � � ti ,� IN CONCRETE CURB STAMPED RIVERSIDE Nonzontal ``'' �� • ' f Contractor z Pan Prepared Under Superv�s�on o _ og T 0//0 Z ,� r � 6� '�' . 1 A o� ��-� _ .� �, c PRE�/SE GRADING PLAN f�R: PA D no�8 COUNTY BENCH MARK T 46 81 RESET ,�, �„r tet' DATE. `11 O� -- 1997 EASTERLY OF THE CENTERLINE OF � No. 044899 �' � s► ACCEPTED BY. As NorED _ ltts RONALDHARVESTONr..x.::� :csta ""�''Inspector 5R-79 AT THE SOUTHEASTERLY CORNER ExPies DateO - --- �. PARKS .r:-� �.t�� PHASE 5s 6 & 7 Q3/31/� - DEPUTY DIRECTOR OF PUBLIC WORKS OF THE BRIDGE OVER SANTA GERTRUDES Vertical ,r MARK A. PA UR -......... THERLY OF THE �� CIVIL �� ydr -:: ---- - Dvto Completed CREEK; 4.5 NOR �F �p :- - -:ices--- ShNEIGHBORHOOD 6 eet �of 15 a. p SOUTHERLY SIDE OF THE CONCRETE UF N C44899 MARCH 31, 2006 R.C.E. No. 19744 Expires.. SEPTEMBER 30, 200:; �jahs, 04 SIDEWALK. ELEVATION = 1097.163 R.C.E. No. Expires p TRACT NO., J2170 •• �I,I ;a i z z z z z z z z z z z z z z z NDS NO.75 GRATE ELEV. SLOPE 1% MIN. F51 1. 0 ® S 5 :CIL 5 5 � 0 4" ATRIUM GRATE PER PLAN T® INLET R ti a � rL aSa a s a a a a a a � a aaa CL }� a ry� OR EQUIVALENT I CLEANOUT COVER +J w w C 8 w w I W C w ay a a a w a LEGEND a a °J^ a a s W^ ' -'-`"^rs 99 w z W ?z a "r W a a ®L a W a s a a 3 SIDEWALK a a a `' ti c7 c' c9 -, �' ca C CJ c� -' GRATE ELEVe M w z a �' FINISH GRADE SYMBOL DESCRIPTION ®J a PER PLAN SLOPE 1% MIN. TYPE PER PLAN 4 N 4" P.V.C. 77NDS 12"x12 ADAPTER --� �1`-� — PROPOSED RETAINING WALL �� 4�R _ ( (NDS-1230) WITH 12"x12" 12"X6" REDUCER PROPe GRADE 1100. 1 SQUARE GRATE (NDS-1211) �� P } OR EQUIVALENT. » 12°' PVC =1% MIN 2% � HP PER PLAN 4 P.V.C. ® PERCENT OF GRADE RISER B 12'x 12'X 12" PVC WYE EXISTING STORM DRAIN G PER PLAN FL 07.30 54�,R454�¢4 j z z z z z z z 2 FL PER PIAN C EXISTING SEWER a zz z �a z z EXISTING WATER 5 a � a z z z z z z a a � z P a a a z a z :5:C5 z a� ce o- EXISTING EDGE OF PAVEMENT o: w aw4 a n� aa aao=� a aa� � a 5 w0:8 Q: a 1% MIN. SLOPE G a a a w � � � C CL aw� C � a °- as � � � •, s ° w a wa LL c� z a w ® a w� a a a C a w co �a '3 a' a a SIZE PER PLAN OR AS SHOWN HP PER PLAN I L,, a a �, ,a a ,, /? �, Lex �, w �, LL P P ON PLAN FLOWLINE 12 PVC ® 0.5% MIN. EXISTING CONTOUR 7 `` PER PLAN PER STORM DRAIN PLAN ' STEPS PER PLAN STEPS PER PLAN STEPS PER SAS PER PLAN STEPS PER PLAN EXISTING ELEVATION _._... GF PER PLAN GF PER PLAN GF PER PLAN GF PER PLAN GF PER PLAN PVC STORM DRAIN, 4" PVC @ 1% MIN. SLOPE 12" PVC RISER DC 1100.83 BLDG NO. BLDG TYPE PAD ELEV G PER PLAN UNLESS OTHERWISE SPECIFIED / FL 05.74 DEPRESSED CURB ELEVATION ' HP R LAN FL PER PLAN TOP OF CURB ELEVATION TC 1102.87 EF PER PLAN w GF PER F PER P FLOWLJNE 4" P.W.C. (TYP) OR PRIVATE INLET YARD DRI ' GF PER PLAN w w 1 PER PLAN SIZE AS SHOWN PER PLANDETAIL B �*� GF PER PLAN GF PER P s x q S w w s w / W PRIVATE FOR USE 1N TURF AREAS NO SCALE GRATE ELEVATION G 347.3 q INLET NO SCALE FLOWLINE ELEVATION FL345.30 (n A w , , NTER DR41N TC PER PLAN —141 211 TOSW PERS C LAN 12+50 NO SCALE c i w g RIM ELEV �� 12+00 SLOPE (CUT) 2:1 MAX w s PER PLAN" ELEV FS PER PLAN SWALE � S �Y °• FS PER PLAN fiD FINISHED GRADE DC DEPRESSED CURB SE Fs PER PLAN GRADINGPER PLANLAN TC TOP OF CURB RIM ELEV ADDITIONAL RAISED STEM FS FINISHED SURFACE PER PLAN WALL HEIGHT (SUV) TOP OF STEM MALL 24' GEN. UTILITY ACCESS ESMT. fli SEE PLANFG FINISHED ELEV. a SEE ARCH. PLANS 12' 12' TW TOP OF AROUND GARAGE FLOOR EL e DRIVEWAY PER SEPARATE TF TOP OF WALL FOOTING — — — PLAN MAX GRADE 12% SCALE : 1"=20' — — — — ®'- MIN GRADE 4% BC BEGIN CURVE II=1I1—III—III— BUILDING UNIT STREET BUILDING GRADE of EC END of CURVE FINISH FLOOR • •_®® i,1 I i i 111(�i III i i l I I NUMBER NUMBER ADDRESS TYPE GARAGE FLOOR —III=1 r; VC VERTICAL CURVE 1-1 111 = 1 94 40019 CAPE COD LANE 3C 2% 2% 2% FOR DETAILS SEE =1 I=1(( 1 95 40015 CAPE coo LANE 2CR a% BVC BEGIN VERTICAL CURVE a _ ®_®= STRUCTURAL PLAN ROUGH GRADE DRIVEWAY PER SEPARATE — — • _ III—I I— : •� PAD ELEVATION 1 96 40011 CAPE COD LANE 1 C 2% PLAN MAX GRADE 12% EVC END OF VERTICAL CURVE :• s PAD EXTENDED FOOTING (EF) —I I 1-111 1 97 40007 CAPE COD LANE 2XC 1% MIN GRADE 4% EXBW EXISTING BOTTOM OF WALL e 1111 III 1 98 40003 CAPE COD LANE 4XCR 1% =1 (=1 OF PER PLAN T. I.=6, *"R" VALUE (ASSUMED)=20 BW BOTTOM OF WALL III—III= FINISHED GRADE 2 99 40002 SPRING PLACE COURT 3A 2% si _ _ *ASSUMED 4°5/15 SECTION. SUBJECT TO CHANGE TOSW TOP OF STEM WALL =111-1 I 1 2 100 40006 SPRING PLACE COURT 1AR 1 I-1 E I=,_- - 'a RAISED STEM WALL 2 101 40010 SPRING PLACE COURT 2AR 2% UPON RECEIPT OF "R" VALUE TESTS PERFORMED PCR POINT OF CURB RETURN Walt-r-e •: 11=111=1 I 1=1 11= MIN FOOTING No SCALE 2 102 40014 SPRING PLACE COURT 2XA 1% BY SOILS ENGINEER III—III—III—III ®Eery PER 2 103 40018 SPRING PLACE COURT 1AR 1 2 104 40022 SPRING PLACE COURT 3XAR 1% UNIT NUMBER STRUCTURAL PLAN PLAN ELEVATION TYPE (R=REVERSE) 1R 1 1 1=1 1=I 11=)I I 3 105 40030 SPRING PLACE COURT 4B 2% — _ — 50.5' 3 106 40034 SPRING PLACE COURT 2BR 2% BAR HARBOR LANE (PVT.) 3 107 40038 SPRING PLACE COURT 18 1z FINISH FLOOR ELEVATION FF 3 108 40042 SPRING PLACE COURT 3XBR 1 EXTENDED FOOTING - 4 109 40050 SPRING PLACE COURT 3C 2% NOT TO SCALE GARAGE FLOOR ELEVATION *GF 4 110 40054 SPRING PLACE COURT 2CR 1% NOTE: MOD. 1" TYPE "A-6" DEPRESSED CURB & GUTTER AND (* INDICATES DROP GARAGE) NO SCALE 50.5' " 4 111 40058 SPRING PLACE COURT 1C 1z MOD. 1" TYPE "D-6" CURB USED 1N DRIVEWAY LOCATIONS. PAD ELEVATION PAD � 4 112 40062 SPRING PLACE COURT 2XC 1% 4 113 40066 SPRING PLACE COURT 4XCR 1% EXTENDED FOOTING EF -- - 5 114 40074 SPRING PLACE COURT 3B 170 BF r --- 5 115 40078 SPRING PLACE COURT 1 BR 1% D BACKFLOW PREVENTER 5 116 40082 SPRING PLACE COURT 2BR 2% 24 GEN. UTILITY ACCESS ESMT. SWALE HIGH POINT ELEVATION HP 5D.5' 5 117 40086 SPRING PLACE COURT 2XB 2% DRIVEWAY PER SEPARATE 12' 12 DRIVEWAY PER SEPARATE �I 5 118 40090 SPRING PLACE COURT 1B 1% PLAN MAX GRADE 12% SWALE (1% MIN) 5 119 40094 SPRING PLACE COURT 3XBR 2% PLAN MAX GRADE 12% -----_-_--- - 6 120 28701 BAR HARBOR LONE 3C 1% MIN GRADE 4% MIN GRADE 4% 138 1 SPOT ELEVATION ------ ; 6 121 28695 BAR HARBOR LANE 2CR 2% RIGID PVC STORM DRAIN ® 1% MIN ' 6 122 28689 BAR HARBOR LANE 1C 1% (4" TYP-SIZE PER PLAN) 4 - ' 6 123 28683 BAR HARBOR LANE 2XC 2% 2% ' '� 2% 6 124 28677 BAR HARBOR LANE 4XCR 2% - - — PLANTER DRAIN :.: 7 125 28665 BAR HARBOR LANE 3A 1% SEE PLANTER DRAIN DETAIL THIS SHEET 7 126 28659 BAR HARBOR LANE 2AR 2% T. I.=6, * 99R„ VALUE (ASSUMED)=20 7 127 28653 BAR HARBOR LANE 1A 1% YARD DRAIN 7 128 28647 BAR HARBOR LANE 2XA 2% ASSUMED 4.5/15 99SECT ION. SUBJECT TO CHANGE SEE YARD DRAIN DETAIL THIS SHEET I ' LID 7 129 28641 BAR HARBOR LANE 4XAR 2% UPON RECEIPT OF R VALUE TESTS PERFORMED EXTENDED FOOTING I i - .� 8 130 28629 BAR HARBOR LANE 3B 1% BY SOILS ENGINEER (EXTRA DEPTH PER SOILS ENGR.) HM 8 131 28623 BAR HARBOR LANE 2BR 2% 8 132 28617 BAR HARBOR LANE 1 B 1% 4" PVC SEWER LATERAL 8 133 28611 BAR HARBOR LANE 2XB 2% CAPE COD LANE o I 8 134 28605 BAR HARBOR LANE 4XBR 2% SEWER MANHOLE PER SB-53 9 135 40051 CAPE COD LANE 3A 2% NOT TO SCALE 2" FIRE SERVICE Q r 9 136 40047 CAPE COD LANE 2AR 1% NOTE: MOD. 1" TYPE "A-6" DEPRESSED CURB & GUTTER " 9 137 40043 CAPE COD LANE 1A 2% 1 a/2 WATER SERVICE _ 9 138 40039 CAPE COD LANE 2XA 2% USED IN DRIVEWAY LOCATIONS. ' 9 139 40035 CAPE COD LANE 4XAR 1% FORCED AIR UNIT PER ARCHITECTS PLANS 10 140 40034 CAPE COD LANE 3C 1% FIRE HYDRANT 10 141 40038 CAPE COD LANE 1CR 1% 10 142 40042 CAPE COD LANE 2CR 2% 30 GEN. UTILITY �e ACCESS ESMT. 01 STEM WALL 10 143 40046 CAPE COD LANE 2XC 2% 4' 7= 15' 15' 7= 4° TEMPORARY SALES TRAILER FENCE 10 144 40050 CAPE COD LANE 1C 1% 10 0 i 10 145 40054 CAPE COD LANE 3XCR 2% COURTYARD FENCE 0 11 146 28644 BAR HARBOR LANE 4B 2% `--- --- - �� 11 147 28650 BAR HARBOR LANE 2BR 1% STAMPED PAVEMENT PER LANDSCAPE PLANS 11 148 28656 BAR HARBOR LANE 18 2% 11 149 28662 BAR HARBOR LANE 3XBR 1% 2% 2% 2% ___ r GARAGE FLOOR AT 2% + �� 2 a + ,� " II 12 150 40085 SPRING PLACE COURT 4C 1% =_ __ _= 12 151 40081 SPRING PLACE COURT 2CR 2% D9 i! 3 SIDEWALK PLAN 12 152 40077 SPRING PLACE COURT 1 C 2% 3�" S DEbYALK ROADWAY LIGHT 12 153 40073 SPRING PLACE COURT 3XCR 1% VALUE (ASSUMED)=20 13 154 40065 SPRING PLACE COURT 4A 1% T. 1.=6, l 7YP/CAL BUILDINGS 13 155 40061 SPRING PLACE COURT 2AR 17. *ASSUMED 4.5/15 SECTION. SUBJECT TO CHANGE WALKWAY LIGHT " D 13 156 40057 SPRING PLACE COURT 1A 1% » 9, SCALE : 1 =20 13 157 40053 SPRING PLACE COURT 3XAR 2% UPON RECEIPT OF R VALUE TESTS PERFORMED NOTE: 14 158 40021 SPRING PLACE COURT 3B 1% Y SOILS ENGINEER 3 14 159 40017 SPRING PLACE COURT 2BR 2% GAS METER © z, LundstromOne Ridgegate Drive, Suite 210 TOP OF CURB (TC) AND DEPRESSED CURB (DC) 14 160 40093 SPRING PLACE COURT 1B 2% p ELEVATIONS SHOWN FOR REFERENCE ONLY. SEE STREET 14 161 40009 SPRING PLACE COURT 2XB 1% I� a s s o c i a te'N s Temecula, CA 92590 IMPROVEMENT PLAN FOR CURB AND GUTTER CONSTRUCTION. 14 162 40005 SPRING PLACE COURT 4XR 2% NOT TO SCALE Tel: 951.491.6690 Fax. 951.491.6695 (40 PLANNING CIVIL ENGINEERING I LAND SURVEYING fi CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By Drawing No. SCALE ®FESS/o UC " 4 RECOMMENDED BY. . M DATE. ` DEPARTMENT OF PUBLIC WORKS 3 1/2 DIAMETER ALUMINUM DISC, FLUSH �� A p,q P.J.L. L & A A.P. Contractor IN CONCRETE CURB STAMPED "RIVERSIDE ® Ronzontsl PI s Prepared Under Supervision Of COUNTY BENCH MARK T-46-61 RESET c, P P NG PUW FOR: PA 04-0078 1997" EASTERLY OF THE CENTERLINE OF No. C44899 ACCEPTED BYe' DATE. f of Tc� I Inspector SR-79 AT THE SOUTHEASTERLY CORNER AS NOTED ExpR� °~. �9 Dete RONALD J PARKS OF THE BRIDGE OVER SANTA GERTRUDES vertical 03f31/06 DEPUTY DIRECTOR OF PUBLIC WORKS sr � MARK A. PAUR d :. . Date Completed CREEK, 4.5 NORTHERLY OF THE 9 CIV% NEIGHBORHOOD 6 SOUTHERLY SIDE OF THE CONCRETE l� of CI�LxC44 99 Ex MARCH J1, 2006 9arrro"1989""0 SIDEWALK. ELEVATION = 1097.163' R.C.E. NO. pires R.C. No. 19744 Expires: SEPTEMBER 30, 200 Ns.�„p44 TRACT NO. 32170 Sheet of 15 i 1� U CONSTRUCTION NOTE'S: - Ut 1 CONSTRUCT PLANTER DRAIN PER DETAIL -- ON SH C3� ,� SHEET 2. �. , 15 I I a N ♦ �� V X x •O r• X °D 1 _ a� - - - 2 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. I �- - 20 - "'f . ) -- _" . - _ - " - - " - ;t/ Tit o- - L - - � FG1 1.5 � • 4 CONSTRUCT SO CONCRETE SIDEWALK PER PLAN. n I o • - _ ,� X �, w 1%. - - _ - _ .- ' of ONSTRUCT TRASH ENCLOSURE PER LANDSCAPE c00 � , _ 0 5 �� J �p •I, �- � � _ 2 � �� 2*_ 5 �w ARCHITECT PLANS. �- � -_ 5 7 SP CES @ 9 63 10 6 CONSTRUCT TYPE 1 WALL PER CITY OF TEMECULA -: - I - _ STANDARD PLANS. -- 15 4� c� - - - � � o'! � �. - � - �' ,._ ``'' - � �' FS 11.4 1 CONSTRUCT 1" DEPRESSED CURB /N FRONT OF TRASH ENCLOSURES. M -y.= _ f - . 14 ELECTRICAL TRANSFORMER PAD PER EDISON ST °a �. 'Al- • - - _ • STANDARDS, �, to ` �, 11=__ -*,_ - 25 , � - � _ GF' 11.05 �• � v I •rrSTREET LIGHTS PER LAND - !ZSCAPE PLANS. � S W 16 PATHWAY LIGHTS PER LANDSCAPE PLANS. -e EX M.H. - . � _ Li �' I� 18 COURTYARD WALLS PER LANDSCAPE PLANS. I N 20 �� - � CONSTRUCT 4 PVC DRAIN LINE. I � ��0 0 . � ' MINN � � oc ILL LL v ,�Z. C 12. 19 ��'�'� �` EXIST. J.S. �s �. G C, r 1 CONSTRUCT 6 PVC DRAIN LINE. I - v � -., . O ,� 0+48.00 PCR .. Q w _ 12 EX. PVC SD _ y CONSTRUCT 8 PVC DRAIN LINE. CYCLE w I 2.04NSTRUCT 10 PVC DRAIN LINE'. \_!wPA KI ° ,� _-_ � _ _ � _ _ .._0.602t r.74�- - w__ 12+00 W �, 1 CONSTRUCT CONCRETE MAIL BOX PAD PER U.S. POSTAL REQUIREMENTS. �-�; w i w w - _ Ir fi - 3 PROVIDE 6 OPENING IN MOW CURB EVERY z �I� ,^v. ry w N /{.�/o Q �� PVC WA TER 1-t- t4 -- Iw '""Ja+rrM wrrom 5 (MIN) TO ALLOW SURFACE WATER TO ads M.H k a T PASS THRU. GRADE ADJACENT AREA TO LK I -CC On 0 O DRAIN TO OPENINGS. M �I - 0 '� � 0 0 '` �- T I ) I w S �� q � 12 S w S w , , t7 GF 12, S W X - '.�N o X S C� w . N � I ,� X Com' 11 X .7 GF 6 F - 1 I . < c � N 2. X �-.. �+ i 15 _ I . . x X �. 10 11000 I X X - T T GF I : y � •-- X X X X Fc 12 - . S T2. GX a� I - � X o X C X X i X X X X F I -y - • I c - X X X X s • X I 1 . L 21 X X X X ' GF 12•, 0 X X X 1�•0 - GF X 1 .v 11 , I q 12.20 x F GF 12. 5 X GF' 11.95 X 11 1-6,6 STEP' 1-- 12X,00 32 47.9 STEP X 1-7.2 STEP �. » X I 2 5.4 STEPS GF 11.20 2-5.4 � STEPS I � I 1 3 - _ ___ 0 T YP. _ - 32 1 •6 STEP I w I I I c 4 10 I 6 �o I F I 1 s-- I __.I XCR 2 ,G A 3C _ N 139 F_..� I GAA,0 wBUI -A' - 4XAR �, I SEE LANDSCAPE PLANS rye 3 I G 10.80 s -� ^ ^ . //C 2 I _ . FOR WALKWAY LAMPS z'7'�q 1A'�A r �- Z. .� I I FL 9.41 11 •V 5 N Cy • 1 r I 1 V) I �; ` w PAD 1112. co `° �` `-.- �0 2 w �". ' !�. r LO I - N FG 12. 1 2 w °' 15 Co 2 _ - V. 2 �' c70 CF) .... ORI G� I _ .. a O 09 _ �� I Y I •�o 20 x I 5 TAR T G �11 0 G 11.90 ^� - 2 21 2 1-1. 0 G 11.90 - - `,`� F 8. 6 � . 2 21 _ 0 JL21 �ti Tic- � ♦ . . 9.24 21 - 00 IrG 49• - o 11 21 22 21 - � 12 ELEV. 2 9 - 9 >• Ev. 13.oMEL TF0� I G � .1 -�- - �• zIle12-1 GFG FG 4 So 9 - • ' 0 FG 6 F 10 CAP 0 1.0" U6 FL BELOW • \ . �-•- EPS o 000001O Y. SURFACE FG = � 18 ``" -- -� _ � - . PROVIDE WIRE & "T» PosT •�> _ 0 1,10 .� - '� •37 1 �' 1s - _ - 4 _ v - ANT _. r � �. � �S 1 - --- - . . ; � i L-65 �00 00 .` E � APE-P 1 v &ANS 1. wIRE � 12 OR EL Ev.-12.o � - �" ,, . ��.- a _ � �.� . ---� _ ..., . . - � -. � - o HEAVIER XT 03 22 W 13.4 - -� F -G �. .- 0 - _ -N ,- EXTEND 2 2 G � _ r . a � �.. � � EX j _ 2�� " r -- � • I $ s! TINGoo GROUND AT �2 2 - . ABOVE - 7 - • c.. 4 1. •1 - DE1Yq _c c L./� - _ I TIME OF BACKFILL � � " .- - �- - - - 1. -- - - - " 4 PS 7.2 - _ V �s - . ... (1109. - 1c. _ TO V Ile, TC 09.27 �a .� C ® 179 MIN 'y ., 3� �, ` + - - �" '"�'1 � c.� � 16 52.68 PCR Q o I -,, - sS EXISTING 6 CURB �, & GUTTER .ww............ _.... .ya .......w.w_._ e O SEE LANDSCAPE PLANS » EXIST. 8 SEWER (EMWD) PER TR. 31053 FOR UNDERGROUND 10" PVC @ 1�' 1 / » � jNc / � o MIN 12 x 10 REDUCER G; F,q � " CON UI T , � -- FL 8.05 jam° SF�� / EXIST. M.H H. EXIST. 8 SEWER (EMWD) I ^ � Nj4 T / PER TR.31053 . 12»x 10» REDUCER 12'x 12 WYE X PVC DBL. jNc o r'` / VC L 08.05 50 0 16+85 P.I. STA. Q I� P.I. ELEV. 1108.63 FL VC 1108.51 1108.82 N � �` + 12 PVC @ 1.OX 10+00.00 MARTHA S V IIVEYARD LANE PVT. 1710 PER STORM DRAIN PLAN16+78..8 O0NCHARLESTON LANE 1108-82 � I 12" PVC RISER DETAIL A FL 1107.84 NO SCALE GRAPHIC S One Ridgegate Drive, Suite 210 NOTE: n s ro to o g 10 20 40 Temecula, CA 92590 ALL PRIVATE DRAIN LINE ARE TO BE 17o � � Tel: 951.491.6690 Fax: 951.491.6695 MINIMUM GRADE UNLESS NOTED OTHERWISE. �PLANNING � CIVIL ENGINEERING � LAND SURVEYING � IN FEET LD06 11 1 inch - 10 ft. CONSTRUC77ON RECORD DATE BY REVISIONS ACG'D DATE BENCH MARK • as L• SSS Designed By Drown By Checked B .� SCALE Q�o� ioNq y . �. A IAV a]r�11R l�Dl� !/Mir 15 IPA �. � (0-11-063 1 2 DIAMETER ALUMINUM DISC FLUSH A. � Drow�ng No. ��4 p P.J.L. RECOMMENDED BY. �" DA TE. /�/ �''�Contrac#or �C �► L & A � Tr q M.A DEPARTMENT OF PUBLIC WORKS �Q/� �j/y/7' �# t-810Pro, �v5 IN CONCRETE CURB STAMPED RIVERSIDE Horrzontol ``�� y� COUNTY BENCH MARKT-46-81 RESET ons-,f�� ored Under Su ervision 0f w � P P � Inspector 1997" EASTERL Y OF THE CEN TERLINE OF No. 044899 "' ,,� "�'� 0"" .�- og Tri AS NOTED .. ACCEPTED BY. '/ DATE. 0� �� _ c� PRECISE GRADING PLAN Fort• PA o4.-oon �- 9 AT THE SOUTHEASTERLY CORNER Expires � � � OF THE BRIDGE OVER SANTA GER TRUDES 03/31/06 o e Ron�cD J. PARKSHARVESTON ,,,,� a ,Y_ 'rte=_:. {/erticol ��, �� MARK A. PAUR .._w_ DEPUTY DIRECTOR OF PUBLIC WORKS rx: =-x: ��. Dote Completed CREEK, 4.5 NORTHERLY OF THE � d_. .. w PHASE � 6 & 7 o . SOUTHERLY SIDE OF THE CONCRETE f 0 yd F 044899 MAR f -.� .--" or - CH X, 2006 19744 SEPTEMBER 30 200. R.C.E. No. Expires Ex gyres. � rfo�=-1989=.04�, SIDEWALK. ELEVATION = 1097.163 R.C.E. No. p , . shee TRACT NO. 32170 BU/LUNG 1 of �5 t , Q ri 's i iI I i _T DA e if 34.30 S EXISTING EASEMENT TO . .. , . ,., ERIZON CALIFORNIA INC. - --- ;� ` N47°56'38"E 234°30' PROPERTY LINE ----------------- I ROTECT EXISTING SOUND FALL . - � PLACE s . .. _ _ .. ._. m.... -.... .w-. _.. ...... .....m ..... - - - - - -- - - -- - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SEE - - - - - - - - - - - - - - - - o oIv LANDS -- - _ FOR WALKWAY PLANS G 13.00 2 +';1T.00 2 FL 11 00 SEE DETAIL A �p _.. _._ a __.. ._ _... LIGHT � AY LI FL 11.00 TG,� AT LEFT RIM 12.84 ✓�47°49 26 E 234.30' p FL08.05<er �. c�� fl ® 4 �® ® .:,. - - 4=84°O 1 'g2„ G '3 DD 22 FL073$4 r 23 _ °� 2:3 ' r i 1 -'C r 1: '` exp �� 5 1 �� R®'68 00' '®°®/� "" 1 •_1$ �C ¢ °j r v 3 `"' 9 , 23 L p cc 'tr 13.3 16 "-Ill TING, el 3' T _® N-'44 4gsFil1FNT C12.64 !U 18 --- r" �� RAjIq TO w X72 l N 18 2 �® INC 2-) c 18 / j 1 �� 18 18 18 20 r i C 12. 0 ®G� 18 r 18 y r if c,2i 16 G 22 'r FL 13. ` c 12Zt2 ® G 13'3 ® F FL J r c� � +moi 1 9 J J (� t� `"' "� 18 32 1X ry, litC.D - _ o o 0 9, �0b FS 13.40 c� � � f �4� FS 94.05 ING' EMERGENCE J J f (`� c RESSEGRES ESM SS & J 2 2c� 2 3A-PL-RE FS 93.40 r FS 2 2 ca t, 2 ( / 7 + J J FF 14.05 2 ' 2 2' 1;' 12, i f 2� ' PAD 1113°3 2016 . CIV LLJQ p j99 FG 93.3 Q p0 � 7 , �� o l� 3A , ,0, j 104 g 2X ��, 9AR 2AR 2 G 13.00 p FG 13.3 2-6 STEPS �� f 21A 9A i FL 10.86 20 3XAR ' [ X5,7 STEPS 2-7.2� STEPS 1®7.8" STEP � 1 �. , -- F 5 3.05 GF 13. 10 1-6.$ STEP �� 1-5.4v STEP �. FG .3 X X X X X X 3. 4 X X GF 13.40 CF 13.50 --- 32 I .� GF 13.60 32 1 .� N X X X X X X X X X X X X •<3, . , G �:C1 �� w > > x x x x x x X x X x X �o X � � � I - I x x x x x x x X x o 9' �� x x x X x x X 1� X12. x x x x x X x x ,r. 2% X X 12. FS 13.3 r r X X X 'o� > 2XW S � W S 13. 5 X o 13. GF ' 4 2X X W X S X I 13.40 cm 16 1 X x o �c`� JCP EX. SD � . °c' °� . �' ' �� 9 ' `0 Od FL 11 59 0+25 BVC 2. 17� 12.27 50' VC v - - __� " ' + 0.60X � -_- ..q 0.60 SEE Lq r 1 00 ��'-- .. -.. _,._ - -.. UNDER�DSCAPE PLANS OR C;E FL11 54N IeN \ 12.52 2.67 G 1 OUN---•D CON T I.WI! � �' �, 10+75 EVC ., C; .„. _ p LA ra...„ „ 4. I % tyti `� W $ PVC WA TER ik, 1� :14y ��/ n�`L/ ,�� N 43 W. m ° ® (n ,. sem- -c r r - ®� - r. c r. �� ° �P� CONSTRUCTION NOTES. .1 r r ' Y a O , IA i 1 CONSTRUCT PLANTER DRAIN PER DETAIL � ON SHEET 2. ® ,r X W x S 1 r `�' . W S 1 �LO ® CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. 's c e' _ `. ' 12.E W S X X X W > S X X X r 3 CONSTRUCT EXTENDED FOOTING PER DETAIL ' I �� °9 o c �, �,�X ® X X X 12® X GF 1 1 . W S X X X O r 280 ON SHEET 2. t ? X X X X X X X X X X X 12° 24. �� !1+ c y, 's 3 X X x X X x x E C i ® CONSTRUCT 3 CONCRETE SIDEWALK PER PLAN. X X X N x X X X X 3 T. 0 j ® CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE x j o _ ° �'. r� X X X X X X X X �N FS 13 'i ARCHITECT PLANS. . I , G 11.90 2 x X x X XC X X X X X X ' jf CONSTRUCT 1" DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. cL10?�0 X X X r 14 ELECTRICAL TRANSFORMER PAD PER EDISON STANDARDS. X x X X X X X X X X X G 13.4 STREET LIGHTS PER LANDSCAPE PLANS. 16 PATHWAY LIGHTS PER LANDSCAPE PLANS. if 18 COURTYARD WALLS PER LANDSCAPE PLANS. CONSTRUCT 4" PVC DRAIN LINE. 3LL �)tIEET CONSTRUCT 6" PVC DRAIN LINE. CONSTRUCT B" PVC DRAIN LINE. CONSTRUCT 10" PVC DRAIN LINE. CONSTRUCT CONCRETE MAIL BOX PAD PER U.S. POSTAL REQUIREMENTS. ® PROVIDE 6" OPENING IN MOW CURB EVERY { 5' (MIN) TO ALLOW SURFACE WATER TO PASS THRU. GRADE ADJACENT AREA TO DRAIN TO OPENINGS. GRAPHIC SCALE NOTE: 10 0 5 10 20 40 Lundstrom One Ridgegate Drive, Suite 210 ALL PRIVATE DRAIN LINE ARE TO BE 17. q Temecula, CA 92590 MINIMUM GRADE UNLESS NOTED OTHERWISE. IN FEET Tel: 951.491.6690 Fax: 951.491.6695asse'%ciatf 1inch 10 ft. z PLANNING ! CIVIL ENGINEERING I LAND SURVEYING v Drawing No. CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By 9 � I SCALE QgoFESS/0 t RECOMMENDED BY - 7 � DATE. DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISC, FLUSH �� PRK +°,qG �� ;�J.L. L A M.A.P. Controctor IN CONCRETE CURB STAMPED "RIVERSIDE G' COUNTY BENCH MARK T-46-81 RESET HonzontgJ ¢'LU m Pldn Prepared Under Supervision Of of T 1997 EASTERLY OF THE CENTERLINE OF No. 99 l9 Inspector AS NOTED ACCEPTED BY- DATE°° �� l �� °o SR-79 AT THE SOUTHEASTERLY CORNER Expires M'°' DGte RONALD J. PARKS o OF THE BRIDGE OVER SANTA GERTRUDES l/ertical �, ®3/31 f� �� MARK A. UR DEPUTY DIRECTOR OF PUBLIC WORKS F Date CompleteU CREEK, 4.5 NORTHERLY OF THE �9� ClV1�- g� 9d ........._ o SOUTHERLY SIDE OF THE CONCRETE OF CA��® rrroNs lis as.p44o4 rj NEIGHBORHOOD 6 , R.C,E. No. C44899 Expif^es MARCH ,31, 20D6 ROTE. No. 19744 Expires: SEPTEMBER 3D, 2D0 Sheet of 15 e. s�DEWALK. ELEVATION = 1097°163 TRACT N0. 32170 ' z i 1� i LOT 49 OF TRACT p�4 / NO. 29639-1 / /\ APN 916-,360-82Is fi Is G 13.30 F FL 11.30. 2 - EXISTING SOA ® ALLPROTECT IN PLACEOUNDA 10 �v _ • 3 �� O 4 -FL 10.Sv3 K 3�Ifog L` 22 22 22 �� 33.5 �3 22 _ 21 JE�IZ =L f 10° 22 '< �'°2 ? G 13.70 2 "fS �1 ti L, < $ 22 �� 20 -""__ 0 20 L . 20 3 9 32 1 , � � 19. � �g ,/ / < ""�� NQ 13 32 �` _ 2 ^ FGA 20 F- S 13.9 18 �` 32 .. 4 QP 2 16 2 2 14 15 f751415 FS 4 �k Lha :{ ` 20 - F_S_1_4_.6_5 (L 6 6 4.00 0 65 :L3FS 14. FS 4G 13.50o"0001P �. 45 L� ,� I� i U ®, ^ v? I o 0 2 G 13.6 -°/r 1 FL 12.00 2 A) ��' �r c� tt ca t� FL 11.64 , L. 2 c� I - G14 3 , 20 4z' LUIL I 2 U- S 13.40 I 1 1B-PB 16 ,c17 L� �' 15 25�`s''S ��0 is o FF 14.65 FG 13.9 ' i PAD 1113.9 f L 1 M N�° L HP 13.9 1 ® 108 107 FS 13°9105 ( I' FF 5 05 fF15°05 46 28R 18 ---I 1 SBP <L G 14 3 4c 1®�. " ST (i 1-6.6" ST 1-6.6 S - 4 FFIs 05 GF 1 . 10 GF 14. 10 GF 14. 15 FG 13.9 20 �G 14.3 S 13 60 -} 14_+ + + + + + ' .� 4� !, FG 14.0 -�- + + + + + + + + 60 13.6 + + + + + � + + 2 FL 312.00 FL 12. 10 2 + + + + + + + + +Us ' ^� �r 13 9+ + + + + + + + PIG i20 + + + + -{- 13.7 + GF 1.3.90�i iGF 13.95 I W FG 13.9 + - „ C { W S ` N� S I L J FG 1 9 -� NJ S ( -f- - �{- 1 513.9 #u�00 + +� + 5'S F o ® �A 1 `� IVI FS T Tl e EXIST.B-SE W R 13�Rf12+00 cVX ® CONSTRUCT PLANTER DRAIN PER DETAIL ON SHEET 2. _ V 13.27 C140.60% '��84' ® CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. EIST.C. CONSTRUCT 3" CONCRETE SIDEWALK PER PLAN. ��°p N EXIST.8"WATERH'i , .. µ b.. , a. . . . U ., m.m N ,is ® CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE ARCHITECT PLANS. 7' 1 CONSTRUCT 1" DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. 15 STREET LIGHTS PER LANDSCAPE PLANS. ;i 16 PATHWAY LIGHTS PER LANDSCAPE PLANS. U V-1N �S 18 COURTYARD WALLS PER LANDSCAPE PLANS. TC 13.2 `" CONSTRUCT 4" PVC DRAIN LINE. 15 ^ ® CONSTRUCT 6" PVC DRAIN LINE. T 5 PARKI SPACES 9 = 45 6 CONSTRUCT 8" PVC DRAIN LINE. CONSTRUCT 10" PVC DRAIN LINE. �. �- �V� ►C 2 L - 5 a® 4 CONSTRUCT 12" PVC DRAIN LINE. ei ' ., L � G, L 1, �• L _ �,� S3 5 CONSTRUCT CONCRETE MAIL BOX PAD PER U.S. POSTAL REQUIREMENTS. !. L f S13° - �4, � L ® PROVIDE 6" OPENING IN MOW CURB EVERY - 4 5' (MIN) TO ALLOW SURFACE WATER TO c PASS THRU. GRADE ADJACENT AREA TO DRAIN TO OPENINGS. IS)"H EE T b"'N GRAPHIC SCALE i TE. 10 0 5 10 20 40 Lundstrom One Ridgegate Drive, Suite 210 ALL PRIVATE DRAIN LINE ARE TO BE 1 Temecula, CA 92590 MINIMUM GRADE UNLESS NOTED OTHERWISE. associates Tel: 951.491.6690 Fax: 951.491.6695 ( i1d FEET ) i lO ft. PLANNING i CIVIL ENGINEERING LAND SURVEYING L inch = CONSTRUC77ON RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL. Designed By Dram By Checked By Drawing No. " SCALE QgpFESSIO,ygl RECOMMENDED BY. 1 DA TE , .y�.. rY OF LIZA DEPARTMENT OF PUBLIC WORKS 3 1/2 DIAMETER ALUMINUM DISC, FLUSH �� A pq F P.J.L. L & A MA.P. Contractor IN CONCRETE CURB STAMPED "RIVERSIDE Horizontal p/p Pre aced Under Supervision Of a COUNTY BENCH MARK T-46-81 RESET c� r^ p p of TGWINGPUWFOR PA 04-0078 ACCEPTED BY4 p DATE �o 1997" EASTERLY OF THE CENTERLINE OF No. 99 {9 s Inspector ®Q�e ROrLD J. PARKS ;, . .Y j SR-79 AT THE SOUTHEASTERLY CORNER AS NOTED Expires ` HARVESTON o OF THE BRIDGE OVER SANTA GERTRUDES �� fl3J31 fob �� MARK A. PA UR DEPUTY DIRECTOR OF PUBLIC WORKS e " Vertical Date Completed CREEK; 4.5 NORTHERLY OF THE �T CiV11 �� 9 ......:: SOUTHERLY SIDE OF THE CONCRETE ®F CAL� MARCH ,31, 2006 °rT .o NEIGHBORHOOD 6 Sheet of 15 Ca. SIDEWALK. ELEVATION = 1097.163' R.C.E No. C44 99 Expires R.C.E° No. 19744 Expires SEPTEMBER 30, 200 Ns• p4 TRACT NO. 32170 BUILDING 3 I i i EXIST. 16" WATER (RCWD) PER TR,, 29 639-1 - ............:.. !+'Y+ww.tluWF.ww"'IY .......- .__.. /•N..W.Y;{yi. ..su... _ I� Y.tleWYMIW6a .sildww ..tOaV ' _-+. M y ..� (TC 1113.54) TC 1112.77) EXISTING s" CURB & GUTTER (TC 14 ) (TC 1115. ) -""- EXISTING STREET LIGHT .. CV w.... _. • rc >109 � N LAKEVIEW ROAD EXISTING SIDEWALK RACN©.�-29639 2- rm__ .� _ .. ._. __._r M...-_ ..��r � .�� _.� ....M. �._...- .w.___. -. �w _�....n _.w... _.�_. -....w � __ .. _� _.� - ._ ._ .._�. .�..... _rM__ _ ry.. _-. _ _w. w._..M µ.._ ..w.w _... . _. __. . ..... . w ._w.. ._ . . EXISTING 3' EASEMENT TO -83 C OT�15O ... N 916-174 VERIZQN CALIFORNIA INC. AP ._ FOR ExrsrlNG SLOPE PROTECT EXISTING SOUND WALL SEE GRADING PLANS _ o ! » y ,-- a-o6 29 10 R=s37,pp' L�7 IN PLACE .. . �-- 2. 11 v. ' F 13�8 L o/'� ,y N48 001#30"W 149.76 PROJECT BDR Y. .�n _, _. �_.__ �__ . .� ... ._ _.__ G 14.00 1 FG 14.2 G 14.00 =- 46.39 _-.._ . �,. .. .� �.� . -�0 G • R 2168 w _ G 14.DD 1 ,�� 4 FL ... -�.. _. - .. . _. . 0 52 _ .�-- � �� 10.75 �� - �. 0 _ . - _ G 14.oo �� F�. 11.os .---- -- " F �o.so , ., - Fs 14,30 .FL- 1 X35. -- F . ^ . - - � 1.1 .76 G 1 D FL ).�.fi) • 16 Fl. �; -- - • �: 6 F.S 14. 22 - L _ -�, L - 514..30 .� ` FL w N3� D� FL 1 '� FL ) ..__ ---- �; = " 1 . - - .0. ).4 09.83 -., - ._ T 00 '� ,7 -- ^ 1 fi - 4 -� .G..13:.9 , - - h -- - - - - 23 L FS 1-4.30 1 14`:p •49 1 •�G _ __ - - •� 21 - 22 - 16 23 23 F F 0 . --•- --- ,; �- ,, _ ,, - 21 - 21 6 2� how- - - - 23 23 Iow- __ o -- 4 �- " - 1 20 18 G 4. 10 G 14 20 - 2 8 _ 20 20 20 18 . _ G )4. 10 OFL'l 2 . . 1 202010 11.so FL 12.000 1 .� ---- , _ �o0 14 0 18 2. FL L _ _ 2 4.00 1 ,, 23 ^� 18 2 G )4. FL 12. )D 2 - w FL 12. 18 2 G 4,00 - - 2 ,��' WFL G 14. 10 - ` `' 12. 1D - - -- - � FL 12,pp � d'16 - 2 _ 20 G 14.00 ,o ,0 16 � •�C� o � FS)5.05 - 12o 00 ^ Qo ` 16 Cl. o ,�. 18 F514.50 c� �r N 0 Q FS 15.05 • Cy �- �`.' w- 2 �. ,� V -�Q'�► �� `L• 4 --- 2 STEPS ® 6 "? : � � � c'' � � � (,. � cn N �: b- N vv �. ,� �' �` "� "� ` G 4. FG 14.2 `�' �v �' �► �- �'. �- 2 1.70 - �- N � IV%* 12 V U.V1- L2 i 2 HP 14. 1 t� . 18 2 t �: � �%-" 4N 18 / l �F � '-- FG �,�' � �' TUB� � 0 o T YFE I C,. 14.2 $ FG 14.2 I � i-P14,-- c� 0 �' L 2 14.95 C, � N N F 1115.05 2 PAD 1 .; .- N '- 32 �C FG 14.3 -- 4.2 0 � � v Z �1 0 �' PAD 14.3 y 2 � �- FG � _ 4 2 2116 -� 20 38 / • 4XCR 1 BR18 l 1XC Q 1- 28R Q 1 C -4.8 STEP 4 - 5.4 STEP 2XB l / 3C 2CR 1 1-8.6 STEP 18 3 '( �- 8 STEP �• �- .2'� STEP 1-6 1� STEP GF' 14.65 - � EPS 1-7.8" ,� Fz; 1-6.6 STEP 1 GF 1.4,65 GF 14,50 STEPS 2-6 STEPS l GF 14.55 FG 14.3 �F" 14.40 ---- - GF 14.,45 X X X X X x 2--6.6" STEPS E513. . �• X C,"P�44. X - 1k•45 X X � G 13.so 14. 0 2 GF' 13.95 32 Q G 14. 10 ----0--0 , r 13.8,5 2 1 FL 12 X X X �=0.4 X x x x x X X X X 44 • FL X X X - .8 --- � �o � x x x x x EF- _ F _ _ � X x X X513 , X X X X X X X X X X X X X X X X x X X x X X x x X X X GX x x x x x x x x XN X X x X • G o QF 14,3D �0 ' X GF 14.45 " 14.45 4 - QF 14.2 X X X X X X X X X X o X x x x X - _ X x x �. .� GF 14.35 N W " . S w GF 14,05 X X x X X '�� GF 14.25 S W S -~ _ S 13.90 g - / k C 14.101 S W '� _ r' x w x S X x GF 13,75 1� X X X s W x S w w s X x� X . 9 4�x X x w s f 4. N � h�"1 "'� � a / h VL &, r 1, Ici 2" 0) XY) Ljj CONS7RUC77ON N07ES.* y• T Qw 0.62 6 PVC SEW - +oo 45� 1--T } ER � - o 13fs� 13.74 E 13.78 i �w T 1 CONSTRUCT PLANTER DRAIN PER DETAIL r 13.87 I '� o 13. 6 I . o 1N w ON SHEET 2. 5 DVC hh �� " _ -- °� 1 � 13 15 � � 1 43 -- . - 8 PVC WA TE • 2 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. . . • h4 w Z h w 12. / ., y� c Q - 14 50 BVC N s7 '� 11 15� EVC F 2.40 3 CONSTRUCT EXTENDED FOOTING PER DETAIL "� '� ... _ ' ON SHEET 2. h'41 io "� �• �• '� ,� G'ej '� '� V "� / ^� I 4 CONSTRUCT 3 CONCRETE SIDEWALK PER PLAN. O �? - - - p C •j-\/`', `� ry• ry• �"��,• ►�"��• // • � � . , A V \ � W°/ .'mow p tr•� M n N N ,`. � � � .. 5 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE ARCHITECT PLANS. S W S p, o�.�. �, G F 13.70 w S X �! x X W , w r W S a Gf" 13.55 y� o M I� 13.55 S ? 11 CONSTRUCT 1 DEPRESSED CURB IN FRONT OF TRASH ENCLOSURE .-_ - � ` Ln GF 13.55 5 � •�-. - � GF 13,45 t�' 13.75 � 3.5 X x X � C�" 5 - i � f / /5 X X X X X X X 13.30 � EX. F.H. 15 STREET LIGHTS PER LANDSCAPE PLANS. .r X X X X , 16 PATHWAY LIGHTS PER LANDSCAPE PLANS. x 1 x X x x X X X x - 8x X X X X �G1 8 COURTYARD WALLS PER LANDSCAPE PLANS. �+ �". 5 0 CONSTRUCT 4 PVC DRAIN LINE. 15 1 CONSTRUCT 6" PVC DRAIN LINE. _ r 2 CONSTRUCT 8" PVC DRAIN LINE. 3 CONSTRUCT 10" PVC DR41N LINE. CONSTRUCT CONCRETE MAIL BOX PAD PER U.S. POSTAL REQUIREMENTS. 3 PROVIDE 6" OPENING 1N MOW CURB EVERY 5' (MIN) TO ALLOW SURFACE WATER TO PASS THRU. GRADE ADJACENT AREA TO DRAIN TO OPENINGS. GRAPHIC SCALE NOTE 10 0 5 10 20 40 �? One Ridgegate Drive, Suite 210 v �- s rom ALL PRIVATE DRAIN LINE ARE TO BE 1 X - Temecula, CA 92590 MINIMUM GRADE UNLESS NOTED OTHERWISE. associates Tel: 951.491.6690 Fax: 951.491.6695 IN FEE" � L 006 q36R � 1 PLANNING CIVIL ENGINEERING LAND SURVEYING 1 inch � 4 f t. � .vi CONSTRUCTION RECORD DA TE BY REVISIONS ACC'D DATE BENCH MARK SEAL: ' ' Designed By Dra wn By Checked By Drawing No. SCALE' Q�oF�ssloN,� 0000, RECOMMENDED BY. DATE. CITYOF rENECULADEPARTMENT OF PUBLIC WORKS � 9106 A ! REVOO UNIT I J 9 ry?r � OL06, 7Y E" �, 1 �Q-(�-� 3 1/2" DIAMETER ALUMINUM DISC, FLUSH �� A•pq � P.J.L. L & A M.A.P. Contractor IN CONCRETE CURB STAMPED RIVERSIDE Horizontal • • DRA �L�M/�/� Eel E� �, �, % l n Prepared Under Superv�s�on Of COUNTY BENCH MARKT 46 81 RESET � J " � � ACCEPTED BY.- / /� d� �.°g T��c PRECISE �RA�II�G P[AN FSR: PA D�-�Tl� 1997 EASTERLY OF THE CENTERLINE OF No. 044899 DATE. -. ::: Inspector AS NOTED ••-- 00-0 SR--79 AT THE SOUTHEASTERLY CORNER bpkes Date �/��,�//� gyp// 4 �' ' *;; _ J�VI�ILLJ J. P/`V[!�S -A-rx.. :x:_. OF THE BRIDGE OVER SANTA GERTRUDESHARVESTON PHASE 5, 6 & 7 r�� _ �`�- verticol �, 03/31/06 MARK A. PA UR DEPUTY DIRECTOR OF PUBLIC WORKS -:i,_::,= Date Completed _ CREEK; 4.5 NORTHERLY OF THE ��r CI V1LNEIGHBORHOOD6 SOUTHERLY SIDE OF THE CONCRETE of �-�`� MARCH 31 2006 SEPTEMBER r''ro -1988. Sheet B of 15 R.C.E. No. 044899 Expires � R.C.E. IVO. 19744 Ex gyres. S E 34, 240 ho SIDEWALK. ELEVATION = 1097.163p TRACT NO, 32170 BUILDING 4 & 5 .. SEE SHEET 6 -_ 3'L . EFQ$ FSS . G � � �l � XXXXXx � xXXLn XXX XXXx l x x x x x x x x x x x x � A� lXxXx � ,...... ix X X X � 5 (,� 14.30 � •. a� l h / / "' - �'--- � ��, 0 4 � � 14,E x x x x x x x x x x x � � x x x x x x � C� 14,o 45 X X X X X 6F 14.35 � �i S W �....';..`: S W �e W S �' 14 0" 6F 13.90 1-1 / . '`I X W X S X X �' 13.75 GF 14.28 r. � W S x � `� W S X � �3.485C X X �yjX �X 14.10 S w � SW �W � Ni � � `O� � l W x S � 14 411 A C N � Qv,, 0.62X � 6 PVC SEWER1-46 P� l NG +ao E 13+9 48 - � 13.74 13.78 7 1 r 0 F v 15+r 0 RI 13. 6 13 15 BVC � � .. . ,..� . _.._.��`r... ,� �, _,� .. ..�. ...�,. .� h'� 1 � 1 43 � ...... --�- � � � �� _. � � 8 PVC WATER) 14 50 BVC � ^ N � �N►�//.2.G7 , �2 y2 0� I l kI°` 1�y' -�.��' ;�� "�►r ,� �. ,� a. �� , a� �� ,� �-- --� .�. .�. .L. ;�2 stoo�vc F C C4 04 a � �, � W S w S a;5 �� o T� � � i3.7o X w � S x x x w s X X ►- • W S X X W S � 6F 13.85 6F 13.8 5y� �'� o ^" � R X f3.55 (� 13.4 G�' 13.30 ; 3� (�' f 3.78 co 3.5 � X X X X X X X X X / X X � 15C�X X N 10 '- � G��' . � 17 it �= C G' x x x x x x x x x x x F/ ` �- L, r7, ° . � X X X X G x x x x x x x x x � x x x FGA o Q / 1 PARKING , . . ` _� � .'g FG14.� I �, .8 X X X X SPACE � 9 ,- � - . X X X X X X X X x X X X 46 0-1 2�• • � w FX X X X X (� 14.05 � � � GF i3.90 X X�- )<J.9;� X X X X � 13.85 X X F�1�1 � 2� 1 X GF 1a.05 1-6.8" STEP NO X 4 OS X X GF 13.95 -----------------------� � � ----- o --------- - • ' 10 1-8" STEP GF 13 50 CF 1 ------------------------ 1-g" STEP --------------- 1-6" STEP 16 `' 1-7.2" STEP _ (^'� ---------------------------------- --- 1-7.2" STEP - 14� 2-8.7" STEPS --- ----- � •� � � 4 - 753 152 � � � 0 157 � 2 A R �a ��. 13.7 � FG 13 1� 2CR 150 6 3XAR p. 8 � SW Jz � Ul G 13 .-� � BUILD5 V0%-*b0%01S7 NG J - N N N TYPE /A / - FL'�' N TYPE .IC �� N �Z�� \ is 0 0 ^ o � .SPA /9 N FL13•5 �� N C2�TAG/ANATE � N � $ FG � 2,S', . . - � � � �D � �: `D FF 4.55 [}� N N F-G��,8 �• � FG13.7 u� "c� ,r� � FF 14.45 � o " � N � V- PAD 113.8 \ . u� ro � °' .-. •- �-1 �-1 �., o �i rn PAD 111 7 `�' � � C9 `� U' `i � t0 p000 .0 (0 (a LZJ �� N � � 0 `� `e•; r. � c�Cq V- �' � ' r•i of . 00 IV j L2 Vi �s 13 8 o �s zo 20 %3 S LEP� ...u� �I � • F5 F5 SSS s1A p - 2f I V._ - � 0 V- V- 0 � FL 9.60 � Y 0 20 120 -T 576n 2 � •1 20 `v _ FS13.90 0 ��12 90 �� 6 0 31 � � � 2 6.8 2 r_ 31 � 2 • . r '� •' 2 �� 0 •- / / / CONSTRUCTION NOTES: �-- � � '� � S 50 3 STEP � s.s" _ � � � � ��o, - , � �' , -� s''•�? �6.8"? - 23 31 011 . ��. ` ` �� ~ C-p�.' s1 _ 31 21 21 S13' � � 3 1� CONSTRUCT PLANTER DRAIN PER DETAIL � � 16 �sl 40 � .� _. 21 9� F '� �s�' . i. - • 21 4 FS1% STEP @ 6 3 7EPS � 6 � v:. .L - � C. • ' ,�oo. �� .-i� � 2� ON SHEET 2. � R -. •6 h - A - � - �_ S1� N �3 N � $' . � -- �-co 2 CONSTRUCT YARD DRA IN PER DETAIL ON SHEET 2. �. ` . . ,� ' / . :. '. . . ,�� ' . � .-. � N � ti . - � - FS��„�� '• , . ' � � � :�- � R � °' ,,� � �, � � �' '�� '� � (oCONSTRUCT EXTENDED FOOTING PER DETAIL ' � �s�;,� - �. ` -- �' � $ � $ � �v FS��'� " °' �'�' ^ � � � 15 ON SHEET 2. �l .t�-� � � $ vi �i o FOR S7A IR ^ o t,� c� co � � �-� �, 4 CONSTRUCT 3" CONCRETE SIDEWALK PER PLAN. - ' �^ - 16 � N � � o � DEEPENED FOOTING � N�' �C � � � � � r� ;, � , C `- - c� � � ` �� " 16 � �' SEE LANDSCAPE PLANS c� N N � • � O H ENCLOSURE PER LANDSCAPE � ` ' � = cv - �. � � �` cv (12 PLACES) 1 `�' �z � � � �CONSTRUCT TRAS ' � � N ARCHITECT PLANS. U400) �, ^ o; � N N N °p 11-1 CONSTRUCT TYPE 1 WALL PER CITY OF TEMECULA `�' • o � � . " ,� 8 % , 112 STANDARD PLANS. � � � o�. � , � � �. � � - `1, FOR RECREATION AREA SEE LANDSCAPE PLANS ZD � ,��; � CONSTRUCT RAISED STEM WALL PER STRUCTURAL PLANS. � N � �. . O . ' c� 10�) � ` � <v 32 �. 1 CONSTRUCT 1" DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. � � � O .� 4. • �p 4 ELECTRICAL TRANSFORMER PAD PER EDI SON STANDARDS. � �� . -� N 5 STREET LIGHTS PER LANDSCAPE PLANS. �.� � . � - � � � ' 6 PATHWAY LIGHTS PER LANDSCAPE PLANS. 1z� � `� " � �' 8 COURTYARD WALLS PER LANDSCAPE PLANS. � . � � �� ` � 'b � _ 0 CONSTRUCT 4" PVC DRAIN LINE. � . 4 �, o .. ... . .. . . ... .. . .. . . . . ., . , I,� c PGE L _ �)l CONSTRUCT 6 PVC DRAIN LINE. � _RI _ _ 2 CONSTRUCT 8" PVC DRAIN LINE. � � � _ _ - - - -' - 3 CONSTRUCT 10" PVC DRAIN LINE. 4 CONSTRUCT 12" PVC GRAIN LINE. 5 CONSTRUCT CONCRETE MAIL BOX PAD PER U.S. POSTAL REQUIREMENTS. ;� .� � � � _ . � - : � •:� I 1 DEEPENED STAIR FOOTING PER LANDSCAPE PLANS. � O 32 PROVIDE 6" OPENING IN MOW CURB EVERY � ` ' � � � . . - � 5' (MIN) TO ALLOW SURFACE WATER TO � . .. �� .� � �� .� . � �� N P PASS THRU. GRADE ADJACENT AREA TO � . � ►^ N CIIII DRAIN TO OPENINGS. . ; GRAPHIC SCALE a ,o o 5 ,o zo40 NOTE: One Rid e ate Drive Suite 210 �006 ''/�S�R o l.0 n d stro m 9 9 � ALL PRIVATE--:DRAIN LINE ARE TO BE 1X Temecula, CA 92590 SEE SHEET 11 MINIMUM GRADE UNLESS NOTED OTHERWISE. ` ( IN FEET ) A L ~ ��R associates Tel: 951.491.6690 Fax: 951.491.6695 1 inch = 10 it. _ 417ill-ND � PLANNING � CIVIL ENGINEERING � LAND SURVEYING � .H REVISIONS ACC'D DATE BENCH MARK SEAL: S Designed By Drown By Checked By / /� � VAlt Drawing No. � CONSTRUCTION RECORD DATE BY SCALE QROFE SIGN RECOMMENDED BY.• O � DATE. � l d C/TY OF TE/I?ECULA DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISC, FLUSH � �K A•pq�� P.J.L. L & A M.A.P. 4910 6 L A 1 ADDED SLOPES 1� 11A11 75 /5/ /52 . � �� D"�� IN CONCRETE CURB STAMPED RIVERSIDE Horizonto� PRECJSE GRADING PLAN FOR: PA 04-0078 �� G�tip, � � o Contractor � � y Pla �epared Under Supervision Of � T�,, Rers UNIT PE5 AM IJr2 �� /55 . COUNTY BENCH MARK T-46-81 RESET � � �� DATE.•� �+ D. d/ QZZ ��OC ZeD � r-e-4-8d �. Q �' �� 1997 EASTERLY OF THE CENTERLINE OF � No. * 1� Dote I��I _a�' ACCEPTED BY.• °1 _ _l� HARVESTON - PHASE 5� V DG AS NOTED ies ,� \. �' � RONALD J. PARKS � 7 Isi Inspector L sLII�� SR-79 AT THE SOUTHEASTERLY CORNER * 03/31/06 DEPUTY DIRECTOR OF PUBLIC WORKS � f '_: •. F � OF THE BRIDGE OVER SANTA GERTRUDES ye�cal s ��- MARK A. PA UR NEIGHBORHOOD 6 � CREEK; 4.5' NORTHERLY OF THE ��rF CIv1� o�� d�a��tiaes:�:�� Sheet 7 of 15 a Date Completed SOUTHERLY SIDE OF THE CONCRETE R.C.E. No. C44899 Expires MARCH 31, 2006 R.C.E. No. 19744 Expires: SEPTEMBER ,30, 20U,� °^�•rr U. TRA cr No. 32770 BUILDIIIK3 12 k 13 Z SIDEWALK. ELEVATION = 1097.163 1 a � 4 C/) Ll L '�)-EE J _ X X XC"N �X X n X X X X X X X X X X X X � 1 N ti X X X �- ��1 X X X x X X X X x x x x 2� 1� X X12. X X 9 , X X X X X X t : X X >o �- 2 a8 W S o , I 13, 1m3. j FS 13.3 4 .I 2X X a. S X X 73,30 _ a X W X S - N W S i,3, X X SI S X X X X ��, eco G�rLr�. ��h ��,� ��1 0 �1 25 X X X p C SES R S� ^a 50`� �c � ®� �' u °�'�� 0�� x x X�'�x X X . � 16 cP Ex. SD 0 X70 0+2 BVC 12. 17% U co ,; �,'� �"� FL 11 59 12.27 50 VC w N 0' ° X X X v 5n 0.60% '�j®� �el>N 1+00 0.60% SEE X X X Orj_ .__ LANDSCApE p X E RT ' INIz LA 12,52 _ . 2.67 , , UNDERGROUND COND IS OR - ` S �� N I' f. : F w 1 D+75 EVC ^ r X x x x L 11 54 0� X : , p PVC NATER yM, V fl J �© �� ,:«� "°`"° , ,,,»•.: :..,,. .,,, ,�„o� ,w r - 0 �� 1 DC13 71 5 I 9N X x x x ---- - i 1 � v, DC13,52V X X X LO O /r X W X X �`,�• 1S a W S W S ;� W ` X X X � 1 0 °• , � `l� �O t'S X X X ir.,.,.... X X X 12, ! W S {) 1 �f �,�;'' = a• 4 +orb 60 X X X X o , = `�� ?2 X X X X X X X' X X X X 9 5 FL 3 2 pC13• c �s X X X X X E C 24 U 1. 66.76 C i X X X X �� 3 X X ?k X X X X X X T / 2 �� DC 13.6 X X� X X X X X X FS 13-30 c_ N �s G 11,90 $' ! r 90? 0 2 X X X X X X X XC X X X X X X X X X > r' Tc, rti �'� x�o s�, 67 X X X X X X X X X X X X X FG 13 4 / i X X �X �� X p 12.480tK 12.50 1 BO X X X 7' c� °� ( y DC 13,7 2 5.7" ST2-5.7" - JC X X X X X 93.'67.5 �- ,� 0 4� / �`�' �`� Dti 1, j 2 5.7 S 3 `L' 2+13° 'S EIS 13.00 S f� � X ti�,X 3: a �� - 1-7o S P 1 " ST 1-6.8 STEP F `' 4v� �°`w 3.35 DC 13.75 6 A 4j 10160 159 158 6.� X013 162 161 4xBR °L "a 72 2XB 1B 2BR 3B FG 12°8 --® G . Fs 9- � BUILDINGI F `� 26.52 PCR ! h, 6 1 i 4°0 2 ��® ��s 3,62 2 23-RE 2 11 _,. FG12.2oo FF 1 °goo ° `° 2 2 2 � 6 : .� 13.6 TC1426 _ cs� co 113.55 m ca to N o o o g' t n ISN ® Pi J cow � to Coco { FG = = TC 13.6 \�'o IN O PAD 1112.8 o co �N � o Cv a �5�� G T 13.61 r g� Q � ro oo °p Ic� � co +s c� � 6c'` No( No / , r > > 319 w 1 5 ' ' N cp c® IN FG 12.8 �- I� `� 4- � ca FG i 2.6 1 4 14' u 4 '' �a '��'' � J � I �,5. - v C,; o 2 45�� T� 15 0 2 01 o ��• G # le ®® `O `O RIM= ' sa`°,•"� o ® 1 c/ �0• G 12.40 �� ,� E r� = T s� 3.77 N r c' 20 r FL 11. 2 c' .. 20 6 -r . - r 20 ! '�� ' rl 2 G /1.50 7 20 �'. 95 0 20 1 749 12 1.310rATHA SY RD LAN F 2 _ 6 !. � i SCCA E COD LANE PVT. (PVd, 9 21 c 8� _ 20 4 /45 20 6 21 �. • 2® ®® ® 21 TW14. 17 TW 14 17 21 42 21 _ r TF]].50 FL 9.69 �_ . /r L 10. 0 TF9].50 T' O 2 �11.50 F� 12 c �°� // 21 0 2 i \ 21 .. 20 00 �'� �`>�� r r t 9°40 22 `� G X > X 8 NOTES:CONSTRUCTION P r // G 11.50 G 12. 0 _ _. FL]2.60 2 G,3 �� X O CONSTRUCT PLANTER DRAIN PER DETAIL ¢ I , n ' 4� 2 �,/�•jG1 q FL 1Q. 10 2 - o. 2 FL 10. FSS- �L2_30_ 8 G 13.60 X � m u ? r_ G 11.60 2 ON SHEET 2. 00 Cb MI 12 p FL 11.60 _ CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. # 01 ; 1 / ,, . 0 O '� >>< X X 2 X CONSTRUCT EXTENDED FOOTING PER DETAIL titi 2 FL 10.80 _ / 0 G 11. 2 _ ,y tip' - r! O 3 ?? 2 G 10.80 FS FL 10.40 ON SHEET 2. _ r . -�� FL 9.02 , / . _ 2 L 0 _ _�o 0 G 13.60 s=� ® CONSTRUCT 3" CONCRETE SIDEWALK PER PLAN. °9 0 ® CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE "-_ 20 20 �/ 1.5% 0 0 - N o ARCHITECT PLANS. 32 r CONSTRUCT TYPE 1 WALL PER CITY OF TEMECULA f511,25 ' `� FL 8. ' ri STANDARD PLANS. r\ Z:) E E _ ' EEo Pl� rrN. �,1�� 1 CONSTRUCT ? DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. FG11.00 FG 11.0- -. -� u N j 4 SEE SHEET 11 ELECTRICAL TRANSFORMER PAD PER EDISON STANDARDS. w N C'a 15 STREET LIGHTS PER LANDSCAPE PLANS. +� G 1 .60 2 �r ® o FL:09. i c� 16 PATHWAY LIGHTS PER LANDSCAPE PLANS. o j -c' 1.5 COURTYARD WALLS PER LANDSCAPE PLANS. 75 / c` r CONSTRUCT 4" PVC DRAIN LINE, ---� 'v " = cn LA N -+ CONSTRUCT 6" PVC DRAIN LINE. FL 8, „ FL 1 .-26 CONSTRUCT 8 PVC DRAIN LINE. o CONSTRUCT 10" PVC DRAIN LINE. ® ! CONSTRUCT 12" PVC DRAIN LINE. CONSTRUCT CONCRETE MAIL BOX PAD PER U.S. POSTAL REQUIREMENTS. � � � � - �- � � TW 14° ]7 3 PROVIDE 6" OPENING IN MOW CURB EVERY w r 'r /" TW11.50 5) 5' (MIN) TO ALLOW SURFACE WATER TO "' �5,; '• N PASS THRU. GRADE ADJACENT AREA TO r ® `�. c FS 1Y I _ 2 12.00 { DRAIN TO OPENINGS. 00 �, v FL 10. 11 ' � IC SCALE NOTE: 0 10 0 5 10 20 Lundstrom One Ridgegate Drive, Suite 210 ALL PRIVATE DRAIN LINE ARE TO E 1 o Temecula, CA 92590 MINIMUM GRADE UNLESS NOTED OTHERWISE. LL �. HLLT Tel: 951.491.6690 Fax: 951.491.6695 tQ associat S { III FEET ) I inch = 10 #t. f PLANNING ( CIVIL ENGINEERING I LAND SURVEYING005- 1JOGR CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL. Designed By Drawn By Checked By Drawing No. 11H " SCALE 4RCFEssIOr RECOMMENDED BY. DATE: g DEPARTMENT OF PUBLIC WORKS 3 1/2 DIAMETER ALUMINUM DISC, FLUSH �� K �qL �� P.J.L. L & A M.A.P. Contractor JN CONCRETE CURB STAMPED "RIVERSIDE Nonzontal 1441)� Prepared Under Supervision OfCOUNTY BENCH MARK T46-81 RESETrn o�1997" EASTERLY OF THE CENTERLINE OF No. C 99 ACCEPTED BY.° DATE•• � cGr9 � Inspector AS NOTED a ®Ote RONALD J PARKS :: SR-79 AT THE SOUTHEASTERLY CORNER Expires 'o OF THE BRIDGE OVER SANTA GERTRUDES 03/31/06 vertical s ,� MARK A. PAUR DEPUTY DIRECTOR of PUBLIC WORKS d - HARVESTON PHASE Date Completed CREEK; 4.5 NORTHERLY OF THE ��P CiV1L 4� ....:.....::::: NEIGHBORHOOD 6 o SOUTHERLY SIDE OF THE CONCRETE y F ®F CA� C44B99 Ex MARCH 31, 2DD6 d'r 1989. . 4 SIDEWALK. ELEVATION = 1097.163 R.C. No. plres R.0 E, No. 19744 Expires: SEPTEMBER 3D, 2DD5 `°s. p4� TRACT N0, ,32170 14 Sheet of 1� �l ;J �I 1 i .Ii f " I FL11•v SHEET N SEE G 12-00 7 _ 2 FL 09 L FL 8.80 -- - �� ® <� �� \' G 11.50 0 2 v,p o r Lo �' FS1� 5 w FL 10.0 S11.25LA o`� s� ®® FG11 7 c`°-r zN� 60 T�11 0 1.D ® ® � r \ �p c!' �'� T�1 FL11 60 G1,� ' 4 1 G 10.80 �' FG13 2 FL 8.80 11.0 W '�' v g \ FG11°7 v o G 10 50 2 ° G 10.80 FL Og' \ G 12 00 0 ' 2 2 FL 8.80 _ o® \ � 2 L097 FS12 w 13 S 11.25 = � 9.7 - `` �p y ®� i coo FG 11.0 . -o o w o ® <- o \ z FL 9 56 r ® S��9 2 G 10.80 \ G 11.40 9 0 2 F 2.00 /. r ,cs \s, �'� FG 13 a 7 FL 8.80 �� ¢ � \ FL �� c G 1 EF=2.0 FL FG11 \ G 11. 3 1 +a FG 11.0 2 FL 09. o LANDSCAPE FG13 7 N G 10.50 2 SEE 4 1-4N FL 08.9 4 PLAN \ 1 -' G 13 ® -� 8 4 ® \ 0 11.40 2 16 FL , c� G 10.80 o \ F 9.55 cn .�ti ti°� g.80 FL } /V Sj� GJ3.ZZs 511.2 s' 0 9.30 Z_ _ G 10.80 w - " FL 8.80 +` �' : _ _ 20 N 11.30 <,. FG13.7 w G 11.30 2 r G 11.30 z �i�l G 11.30 2 2 F2 34 ® 0 FL 8.57 FL 8.81 FL 9.08 4.1 10.80 ,74 _ 8.80 F F 11.0 < � /4 r< FS,� �® 20 1 6 �' T, G 13 rG o FL 9• 11.0 va �`� << �,_y - / 511.25 �-- 2 0 <<< ,> 20 / ,�'> 20 , < ,� 1 0 .-. 9 4 11.50 2 -10 r , 0 20 ® 20 0 20 2 2 FL 9. 0 FL 9 10 o $ T�13°8® TF10.47 10.80 p 8 �� ® � 8.80 n' FL- `° a3 80 FG 13.7 ® 0° ® G1 < 11.0 �a cn o c� Q. Q) cn 4 F r< cn FG 11.0 ® o ® �2� c� co 2 1, HP 11.0 8UILDING 11�' L' `J a� 1: I, LO cD c.M , 16 Q S FL ` 3 2 2 1A 2 G 11, 0 FG11.0 2 KJ)" 13 7 3. < �o o FF 1112.35 2 F -8°- w FG 5t FG91. 1 PAD 1111.6 6 � ' '� G 1 9 0, S11.2 ® FG11. 0.80 < G 10.8 2 �\ , FL ' 8.80 FL 9.3 � � o 1,01 11.45S <CONSTRUCTION NOTES. F®FTq 4B 2BR 1 B 2XBR 2 FL 9 45 wA9'1T �L 82®5.7" STEPS 2®5.7 S 7 S 1 S FL ®8 73 d /i Rl r/'. OS X 11.40 'A C " 11.4D `� 11.�® X �" 11.�0 FG 12• ® CONSTRUCT PLANTER DRAIN PER DETAIL �< O 1 �� > ON SHEET 2. � -A X /_o 2 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. TC1 T.33 r FF DVT X X 3 CONSTRUCT EXTENDED FOOTING PER DETAIL X FG11. X Y X - r 7 �!, �C FL 08.59 ON SHEET 2. <, <- p „ 5 o Y, FL 08.37 ' 1 ; Q CONSTRUCT 3 CONCRETE SIDEWALK PER PLAN. ��>> -A X w X .� k 5 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE ' X X x X < 82 ARCHITECT PLANS. T r r D ' X X X �RIM=11.84 CONSTRUCT TYPE 1 WALL PER CITY OF TEMECULA INV.= 8.37 C1D.05 ,0 xi1. X 71.E X 9. X ?1<�0 FG116 STANDARD PLANS. < ' ' X S W S W S W S W r: / O1 CONSTRUCT 1" DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. f I� 56 < 7 PAR Il 14 ELECTRICAL TRANSFORMER PAD PER EDISON STANDARDS. FGCIV .03 1 15 STREET LIGHTS PER LANDSCAPE PLANS. E " E , 16 PATHWAY LIGHTS PER LANDSCAPE PLANS. 1 B COURTYARD WALLS PER LANDSCAPE PLANS. �' j CONSTRUCT 4" PVC DRAIN LINE. `�' "V „ 18 RP EX. SD ... _�cn ..... _ ... 12+ 0 ,1.0% ..... 1._. EXIST. T S--� U C� ® CONSTRUCT 6 PVC DRAIN LINE. - �t . ._ _ -. . CONSTRUCT 8 PVC DRAIN LINE. - - -- - - z o.90 il 9CONSTRUCT 10" PVC DRAIN LINE. SB0`N I-AN P1 "i 5 CONSTRUCT CONCRETE MAIL BOX PAD PER U.S. POSTAL REQUIREMENTS. � ' BA R HA u .. . : 1 DEEPENED STAIR FOOTING PER LANDSCAPE PLANS. PI., '" . ^� ct- PROVIDE 6" OPENING IN MOW CURB EVERY 5' (MIN) TO ALLOW SURFACE WATER TO ) �' V V ® �' V �' �' PASS THRU. GRADE ADJACENT AREA TO FG 12.4 DRAIN TO OPENINGS. s. S W S W S W S W �- W GF1,1100 GF 11.90 GF 12.�5 GF 12.35 xF-o.9' GRAPHIC SCALE 10 0 5 10 20 40 LundstromOne Ridgegate Drive, Suite 210 ALL PRIVATE DRAIN LINE ARE TO BE 1% o Temecula, CA 92590 MINIMUM GRADE UNLESS NOTED OTHERWISE. MENEM 20 associates Tel: 951.491.6690 Fax: 951.491.6695 ( IN FEET ) PLANNING CIVIL ENGINEERING LAND SURVEYING 1 inch = 10 ft. I . CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drown By Checked By Dro wing No. SCALE Q�pFESSIO,�� '� DATE. a DEPARTMENT OF PUBLIC WORKS i 3 1/2" DIAMETER ALUMINUM DISC, FLUSH �� Pg'�C A.� �y P.J.L. L & A M.A.P. RECOMMENDED By. °�. � � Contractor IN CONCRETE CURB STAMPED "RIVERSIDE y Plo s re Dred Under Supervision Of Horizontal COUNTY BENCH MARK T-46-81 RESET � �° p P " ACCEPTED :BY.° DATE. °F Tc� 1 7 Inspector 1997 EASTERLY OF THE CENTERLINE OF AS NOTED No. 99 I SR-79 AT THE SOUTHEASTERLY CORNER Expires ®pfe RO J PARKS 03/31/06 DEPUTY DIRECTOR OF PUBLIC WORKS W OF THE BRIDGE OVER SANTA GERTRUDES THE v�rtc®I �� \� MARK A. PAUR . 1 Date Completed NEIGHBORHOOD 6 SOUTHERLY SIDE OF NORTHERLY THE®ONCRETE �Tf F,VCA\E®� rT; ::iess.. .oma SIDEWALK. ELEVATION = 1097.163 R.C.E No. C44B99 Expires MARCH 31, 2006 RC.E. No. 19744 Expires. SEPTEMBER 30, 20D °Ns. p44 TRACT NO. ,32174 ' 1' Sheet of 15 a j I I I 1 �)nEET 11 Io. 1 •v ri�1 3.76 1.0 \ V. `s'c c TC X X x „ 1, - � >{ X X X X X X FG11 6 X X X X I X X ' = 63' N 4 10 Xc�y X X X X X X X X X� X X X X X C, X X FS11 ` 5 A X X j e 1.'V FS11.4 E, o X X X X X X 32 11. Cy 11. 1 X X 1 X X X X X X 94 " �� o ® o ® X W X X X S W S 1 X 1 . X X w . Q 0 o NI . . ® � E O "T Ic"I CA E NE ' (PVT . . 0' N cn " EX. 8" SEWER UUU _. E 18 6X RCP SD _ l+J ... ... `Lr --r_ � _'�_. 50' VC r.. 11. 14 . �--�- +30 EVC ^ 4 0.60% 10.84 cr LSI .-... _.. Lu vii r a . 10.66 2:05X h -: Oe o. 1 EX. 8" WATER ;� N 12+80 BVC TC1 .15 + 10.48 � . .. - 0� .�. --T� __ _ 1 ... ., 1 -T.. 0 9 +29.40 p, 0 - x � 1 f S � S S . . . - } 15 r 10 11.E oX GF 10. X X X XGF 10.7 X 10.60 X 1®>41�5 . 15 ; l T -T -T �, �, N X X X X X X a a ir c X X X X 3 X X X X X X X X �. I . X X X cyj X X X , ; , X � ^ II � Q-) ® , Uj FG11 0 X X X X X X X X X X X X J a r- � X X X X X X X X .- � - � � X � v 32 t. --1 ( 19.24 XGF 9.2� X X 11. 1 X GF 14.84 X X X X o , y� � ` m2X X X X X z C/i X EGF 94. ��1 X 6 �1 ( Co �- X� II Q k�i --- --- a 1 32 1 .6�° ST ( 1 P 1-7.2" STEP 2-5.7 S 2-5,4 STEPS �0 r G 10.8 ter ��`� _ , ( 2 G 10.50 29 - 139 138 f FL 8.50 �- 4 . 137 136 - 13 7 9 FG 4XAR 2XA J f �4 - ( 1A 2AR 3A 32 10 3 G 10.80 2 ly.,.j y b �,�� BUILDING FL 9.4 9 0 poi; • IK �G1� !t 4. �i 2 2A [o oa 2 1 2 I d �+� 2 2 122 . Y _ 15 p oo� FF 9999. 75 ^ �m0 ^ moo � Oo � ( oo (zaO - - � � � 9 919 0 '`nPAD c� o I� I.D c� ^ o o JJ I!y O O a CO 0 06 . ^ �" 2 r �w U ' ^ i a0LQ L� I R� 0 L- L01 c� 4, v O 20 18 2 20 18 0 �G ,' 0 FL 8.74 a 20 20 20 G 10.80 4= 20 20 y m FL 8.34 20 '\ - 15 - - - - - -� _ " 21 2 G 10.80 FL 8.51 �' 2} FL 8.49 21 L 8. ® ® ® ® - - -- - - E Y. O NT �� 2 - - - - ® - - 0 2 90 - \ G 10.80 2) FL 8.68 1 FL 8.21 " r- 3 STEPS 5. " \ FL 8 - - - - - ® N39°38'93"W ^`a , E M APE-PLANS - \ 5 STEPS 6.3 5 STEPS 6.7" 5 STEPS 6.9 r® ti ®0 10 927.83' c \ 16 5 STEPS 6.0" 16 ^ ® 16 - - - - - - - ® fi o� I - ® ® ® - ® ® _ k° - � � 'IST, EXIS s T. A V �� cy 1 . i 4 S 7.2" *38'13"W 16 ' �` ® N39 141.35 ® 4 CONSTRUCUON NOTES: - - o I ®'11°58'43" �- n EXISTING SIDEWALK o c9 ca e3 _ , R= `v o L< �. _ N 0021 '47"E 3.00 - ,,: w J) CONSTRUCT PLANTER DRAIN PER DETAIL ��00 " g v EXISTING 3 EASEMENT TO ON SHEET 2, 1 , r. 2 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. 'h = o VERIZON CALIFORNIA INC. • - ��: �� is ® 77-7 CONSTRUCT 3" CONCRETE SIDEWALK PER PLAN. �O { , . , . (1 07.9.. 0 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE v® - TC ARCHITECT PLANS. SEE LANDSCAPE PLANS EXIST. 8 SEWER {EMWD) EXISTING 6" CURB & GUTTER " -*�HA ! P 1 WALL PER CITY OF TEMECULA FOR UNDERGROUND a EX. M.H. PER TR.31053 CONSTRUCT TYPE CON UI T t STANDARD PLANS. i 06 `n . i 0 CONSTRUCT RAISED STEM WALL PER STRUCTURAL PLANS.. 4 ^ '� ;A. x•a�w «srua:.�:ra-u mew-aw• :�s,� a�: mc;,r.:.wu«mn a�.nr,,..„�.wum . 1 IE 1098.9 9 CONSTRUCT 9 DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. W . C%4 1108.06 14 ELECTRICAL TRANSFORMER PAD PER EDISON STANDARDS. 0 50' VC P.I. STA. 16+85 - _____-__ - - - - - --- - - _ 95 STREET LIGHTS PER LANDSCAPE PLANS. o P.1. ELEV. 1108.63 - --- - ' - - - - - 9+60.04-BAR AR6OR"`LA.NE (PVT.)_ ( 16 PATHWAY LIGHTS PER LANDSCAPE PLANS. - VC 1?08.51 0.5% 1 +86.68-CHAILESTON'LANE 1 B COURTYARD WALLS PER LANDSCAPE PLANS. 1108.82 10+00.00A9ARTHA'S VINEYARD LANE PVT• ® 17+10 CONSTRUCT 4" PVC DRAIN LINE. 16+78.00-CHARLESTON LANE CONSTRUCT 6" PVC DRAIN LINE. 9908.82 CONSTRUCT 8" PVC DRAIN LINE. CONSTRUCT 10" PVC DRAIN LINE. I� 5 CONSTRUCT CONCRETE MAIL BOX PAD PER U.S. POSTAL REQUIREMENTS. 3 PROVIDE 6" OPENING IN MOW CURB EVERY 5' (MIN) TO ALLOW SURFACE WATER TO PASS THRU. GRADE ADJACENT AREA TO i DRAIN TO OPENINGS. Ii GRAPHIC SCAL, 90 9 5 10 20 40 � LundstromOne Ridgegate Drive, Suite 210 ALL PRIVATE DRAIN LINE ARE TO BE 1% j Temecula, CA 92590 MINIMUM GRADE UNLESS NOTED OTHERWISE. ET assOx i ateS Tel: 951.491.6690 Fax: 951.491.6695 1IN inch �so > t. l PLANNING CIVIL ENGINEERING ( LAND SURVEYING .o CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By . Dra�ving No. SCALE Q�oFEss/®,y� RECOMMENDED BY. � � .� DA TE. � DEPARTMENT OF PUBLIC WORKS i 3 1/2" DIAMETER ALUMINUM DISC, FLUSH �� PSK A PSG�� P.J.L. L & A M.A.P. Contractor IN CONCRETE CURB STAMPED RIVERSIDE Horizontal �`" c® -- COUNTY BENCH MARK T-46-81 RESET m .. Tan PrepOred Under Supervision Of of Tic 1997" EASTERLY OF THE CENTERLINE OF AS NOTED ° 99 °~ 9 . E _ 1 s ACCEPTED BY° DATE. �� Inspector SR-79 AT THE SOUTHEASTERLY CORNER Expires j)0tg RONALD J. PARKS OF THE BRIDGE OVER SANTA GERTRUDE$ Vertical 43/31/� DEPUTY DIRECTOR OF PUBLIC WORKS d`'? ''`F CREEK, 4.5' NORTHERLY OF THE �T�� C�V1L 4�� MARK A. PAUR .: NEIGHBORHOOD 6 o I Date Completed F 0 SOUTHERLY SIDE OF THE CONCRETE ®r INN R.C,E. No. C44B99 Expires MARCH 31, 2006 PCE No° 19744 Expires. SEPTEMBER JO, 2005 ''JONs;9 04°4 Sheet of 15 Q SIDEWALK. ELEVATION = 1097,163 TRACT NO. 32170 Zt l� E I r `4 I 3 r- OIN L L ri EET 7 T_ C"I , 9,1 j Dj 20 Iv 4V. ' Ok°11 D w w #' L,✓. e RIDGE LINE. 9°11 Li } c L q L Dk V 0- ¢� N C:) 9*1 ,�. q .. 9°11 +. e" 6 0 Q) 0 i'- c� ❑ 9 1106 9� I " 4 �3Q i6 ra -4 `o o D X do p � X o L OP`6 7.� �X t O 4 FS 0 v OP111 11 w D x co ti //jJ X o v L ��°�°1 9°11 o O mac." L 10.70 X vA L i6 v z . 4 6 � 6 7 2 � ® X 8.70 0.70 20 � F°s' L O�°1 t 9 w w IN/ X X i 6 10.70 FL 8.37 32 20 2 8'1 l$ � �R X �, , IN, i6 2 �3 8.70 £� 87� o�o � ry ®, 1 FL 8.70 �� 4 ,. O ® oi 22 22 �- y 23 FL 8.49 20 v 23 L- - 11 g ,e^ °® J j J � 23b G 10.60 23 2 L 7.93 `` �FL 17.w 0 v F5� Col- 2 10.7D 32 20 e 2® ® ® s'�� 20 23 4 2(n Cc 2® 4 FL 7.84 n FL 64 2 10.80 7.80 2 L 8.70 QDo CD Z- 20 20 i$ 20 20 ^ L °.. o p <- ego + 00 L f h ¢ N . - ®. CC) N Irloai f `v N ❑ woo ��' 16 v� ® �� jo 0 0 0 FG 11.0 �� o0 00 12'4r �,....'11 I�"� LO o�j oo �� a� ° , y 12 _Qj lL , m �?� (S 06 o o G11 16' ^� Qco 3A-PR N J o �''�� o L 6 i Cq FF 1111, 75 15 L i PAD 1111.0 FG11.0 140 r V - 32 ,4 , I143 144 145 FG11 0 `�' ®, 171 3c 1 CR 2CR 2xcU p 1. N� 1 " STEP 1C 3xCR 1 ° y � f 15 �•' -.1 .6 S 1 " STEP 1-7. " S 2 .3" ST '_--__f 2®6� S L 4 G 62, VTEPS GF 11.25 11.20 11.20 X X X 11. 10 1 .70 ®G 0.2 •1 FG 11.5 X X X X X X 10.75 c>` c tV" X X X X X t6 . 4 TC X X X X 4� . ° - X X X X X X X X X X X X X X X X FG11 X ii Q 10 X� X X X X N X X X X X X� X X X X X X X ces f X 5 X 4" CONSTRUCTION NOTES: �L FS91.4 p X X X X X X X X X X X X X X � 1 . X X X X X X X X 32 14 o ni lf. XIGI ❑1 CONSTRUCT PLANTER DRAIN PER DETAIL o �� ❑ W S W X X10' X X 1q.70 X X OF 10,E X GF 1®�jp X X �, 15 ° � °° , ti. V ON SHEET 2. O O 0 W X ❑ W ❑ NI S XIQ- ® CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. ' _ ® CONSTRUCT EXTENDED FOOTING PER DETAIL N - °' 0 1`` 5� ® ^' ( ON SHEET 2. (ki, ® (P CONSTRUCT 3" CONCRETE SIDEWALK PER PLAN. ° 1 `" ® Op 0 ®v G p q VT) UD L NE ., ® CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE ,! "P CAP, E 4��°°g� U w " �, �EX. 8» SEWER ARCHITECT PLANS. _ `- _. 12+00 �° `�'� 18» X. RCP SO 50' VC ,, .. �� 6 CONSTRUCT TYPE 1 WALL PER CITY OF TEMECULA z L� o STANDARD PLANS. S . M.H❑ 11. 14 0.60 _ 1 D.84 13+30 EVC , i ® CONSTRUCT RAISED STEM WALL PER STRUCTURAL PLANS.. "' a� a �3 w 10.66 2.05 j 1 CONSTRUCT 1" DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES.. ,, .0 �e � ❑u 1 Ex. 8" WATER ;� N 12+80 SVC 90.48 • �. a .o , w m T_� 1 `� z TC1 .75 }' j' 15 STREET LIGHTS PER LANDSCAPE PLANS. ar - . soh T" :.: fl 16 PATHWAY LIGHTS PER LANDSCAPE PLANS. �U ® ® ®' ® O p4° p C\• j 1 B COURTYARD WALLS PER LANDSCAPE PLANS. 0 , CONSTRUCT 4" PVC DRAIN LINE. ' ' - 1 CONSTRUCT 6" PVC DRAIN LINE. L W S X S r: 15 o X X W S S W . _T L i0 11. �o X . X X X 7 .7 X X 1 X 7 X L 3 ti. i5 , CONSTRUCT B PVC DRAIN LINE. CONSTRUCT 10" PVC DRAIN LINE. ❑ 1 �, X j X X X 3 4 CONSTRUCT 12" PVC DRAIN LINE. L.y : �� X X X� X X X X X X X X X c o, f1 5 CONSTRUCT CONCRETE MAIL BOX PAD PER U.S. POSTAL REQUIREMENTS. °- `r w X X X X X C X X X ®o c .,. 3 PROVIDE 6" OPENING IN MOW CURB EVERY c `L x X '� X %� X X c, °�,I � GO , FG11•° u X X X X X �- .w,..,..,.. •.mM � 5' {MIN) TO ALLOW SURFACE WATER TO � X X X - PASS THRU. GRADE ADJACENT AREA TO X X X _ : L �' '° U� DRAIN TO OPENINGS. " 2� GRAPHIC S C ALE NOTE: 10 0 5 10 20 40 S`H E E T -14 L".)I One Ridgegate Drive, Suite 210 Lundstrom ALL PRIVATE DRAIN LINE ARE TO BE 9% i Temecula, GA 92590 MINIMUM GRADE UNLESS NOTED OTHERWISE. Tel: 951.491.6690 Fax: 951.491.6695 assuGat tt%:S IN FEET A�_ 1 inch = 10 ft. PLANNING CIVIL ENGINEERING I LAND SURVEYING } CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By Drawing No. SCALE4�°FE�S�Nq! PJL. L AA.� REcoMMENDED BY , DATE °`� DEPARTMENT OF PUBLIC WORKS3 1/2 DIAMETER ALUMINUM DISC, FLUSH �� F Controctor IN CONCRETE CURB STAMPED RIVERSIDE klorizontal Supervision Of ❑ r ' COUNTY BENCH MARK T-46-81 RESET rnPRECW ns Prepared Under e PA 1997 DV:OF THE CENTERLINE OF No. C 99 ACCEPTED BY- DATE. � 7 'n Inspector AS NOTED SR-79 AT THE SOUTHEASTERLY CORNER Expires Date RONALD J. PARKS ` 9HARVESTON PHASE 0 OF THE BRIDGE OVER SANTA GERTRUDES VertrcoJ 03/31 f06 DEPUTY DIRECTOR OF PUBLIC WORKS Dote Completed CREEK, 4.5' NORTHERLY OF THE s�9T CIVIL MARK PAUR .-' o SOUTHERLY SIDE of THE CONCRETE ®f caL��°� C44�99 MARCH 3 9, 2005 drJaNs 1989. 4� Q SIDEWALK. ELEVATION = 1097.163' R.C. No. fxpi�es c.E No. 99744 Expires: SEPTEMBER 30, 2005 p4�° TRACT N0. J2170 BUILDING sheet ' oNEIGHBORHOOD 6 f 15 z 3 7 , j I� I a ` GVH ~ , V • -m I U,ut) gal • • . w TC 10.08 �. It 1a9.� `, va TCIa.(i4 rt ti VA 1 1i r 7� f.lY � .� � � / � �It og •o /, � 1 -f0 oloro -� -. 1 SEE SHEET 10 SEE SHEET 11 1 .n,. t -. Sr. M .0 � t 1 , ..� _ •.._,_ .� � R LA E � 18, EX. a. 1 �� 1 C 9 r 7$ -_-..�. - . 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Lor 129 PROPERTY 6 - 1 X �� -- FG 11 r 4 1 . 4XBR � ® 1 B l� F -- r r 771 1 3B - - �► LINA' LINE - •, EF=O, 70 4xaR RJ917018 v '11` 1 FF 1111 18 w2 i \&E=_0-q' • r c� EF=1. 1 ..... A > 1 i� � PAD 1111.0 3 1 2 1g �--- 2 a �- 09 4 • i 2 2 092 viiii: V... 0 V, IR 2 V-0 V" 0 0 IV.: Q 0 209 0 WOOD F C +rr 1'� � � � c� �,w �. rM � � Sy •PER SEP RATE NASA I x ,.a Imo, �,. .�. � �' � ..�. � ® o 0 � v) u� PERMIT 20 r o ;8 „� � �y I:: N I 1 •0 18 ( r �! 1 - LT 2X HARVES ON DRIVE -� •, 1 ) 1 --.... 1 00 � oo og � � 1 • r - 00 rt) 1 a.80 p • OFL V r 98 { 00 � `." p °° � av - 1$ � oa p 18 1 ,0.,m o o o A . �$ � ..� p ,w V_ � � o , i o �.. LC - . ;0;41 4�6--v-ON. .100F .. _ , V. 27o RETE COLLAR j•► ,. - - • . , •, 40, r 1,► 1 a' r - _ t•�• , - - - .• - .- - - f EXISTING 1 bw - •,, 1)••(� • ,.• - - : �FL' "►" .1 I (7 - _ T PROPOSED WALKWAY �.. .... .- .� CURB - - - � ' FENCE r. ^7' - . . ..r. -^.+ ""' •+ ` � .r A LOT LINE PRoPaSED Cu CRETE t- OTING ..• �. a .� . .............,. .. _�. . .. r }aT s FOR FA PER ARCHITECT PLANS1001YGH71NGMow STRIP PER / � h. .,.... ... _ SE DSP`E PLANS' OW STRIP PER LA11I ING OSC' � EXISTING � . ,..., .... .»�.� ,..r. .... .......... �.. � .�n, �� _...,..�..n. .�.�.....,r,-..... . APING PLANS EXISTING .r- D MEANDERING / 1 ,� w. s._. . ..,..,...... ... . M. S X. C.13. 1 . .... ...�....� ..�........ . . .... . . . �.... ..... ., .. , nNn *ry_ row.. ... �r • ... SLOPE . -.._... •.. SIDEWALK � C.Br .•.. LOPI . - .... . .. . .,... . ..,. �, ` 1 +ARMOR-MW"_-A*.rrw+w own" ■mh.+. wrw.w rwr.r ww.irir r.+r«.»+•...__'nin...+_.rw ...w.�w w,._,,...•. ,,.�y,.r V.,,�'�'� VARIES' . - .. - .. ,- .. : . VARIES �--- 0�°• I �, SEE GRACING 70wr . ,. •- - - -. -...,.w - -..... ........ .,...r. _ FOR LOT 3 PER L005-082OR .SECTION A mmmwA C _...._ NTS. � �, � FG 57) �--.--- -.� �-�' -• -�- R�X137 �' 67' � � ,. ,� .--- -•-7 a=0 t*t3 48 - u. ,6. „ 159 4� 3d �4.6� .- CONSTRUCTION NOTES." 4b . - -_.0 ---- - -• • - PROPERTY UNE °a EXISTING SIDEWALK EXISTIN�3' pUB�TGUIIT ' .. . . . ..- .--.. ... . - _._ .. ;�. EASEMENT TO CITY OF TEMECULA CONSTRUCT PLANTER DRAIN PERDETAIL A ON SHEET. 2. EXISTING V EASEMENT TO ---• ---- 2 CONSTRUCT' YARD DRAIN PER FTA EXISTING ( G 07.29) VERIZON CALIFORNIA INC. (FG o7.5o) DETAIL ON SHEET 2. FG o7. 1$) (FG 8. PEDESTRIAN RAMP 3 CONSTRUCT EXTENDED FOOTING PER DETAIL ON SHEET 2. T 1 METER 4 CONSTRUCT 3" CONCRETE SIDEWALK PER PLAN. EXISTING CURB GUTTER 1� � CONSTRUCT TYPE 1 WALL PER CITY of TEMECULA EXIST. 6" REC. WATER PER TR. 29639-w2 STANDARD PLANS, 1 CONSTRUCT 1'* DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES, IE 109,x.70 N EX. M.H. .. STREET" LIGHTS PER LANDSCAPE PLANS, PATHWAY LIGHTS PER LANDSCAPE PLANS. �, EXIST. 12 VCP SEWER (EUW0) PER 1R. 29839-2 8 COURTYARD WALLS PER LANDSCAPE PLANS, CONSTRUCT 4" PVC DRAIN ., ..��-� ..� �� Anson" samm""now"NONNI ��,�. LINE'. EXISTING SEWER M.M. ft 1 CONSTRUCT 6PVC DRAIN LINE'. 1107.58 (0 (1108. CONSTRUCT 8" PVC DRAIN LINE, 44f3n CONSTRUCT 10"' PVC DRAIN LINE. CONSTRUCT 18 RCP CLASS 4 DRAIN LINE, (9.,75 L.Fr) CONSTRUCT CONCRETE COLLAR PER Rr Cr Fr C,D. STD, M803, 1 EA. ( ) GRAPHIC SCALE One R� NOTE: 10 10 20 40 0 e dgegate Drive,Suite 210 n; -- - � ro Temecula, CA 92590 ALL PRIVATE DRAIN LINE ARE TO BE 1� ocia es • MINIMUM GRADE UNLESS NOTED OTHERWISE, i T'el: 951.491.6690 Fax. 951.491.6695 PLANNING � CIVIL ENGINEERING � LAND SURVEYING � IN FEE'S } 1 inch 10 ft, L 006 4-* 1 -64 (40 NSTRUC77ON RECORD DATE BY REVISIONS ACC`0 DATEIowa BENCH MARK • S L. �� Designed By Drawn RY Checked SCALE i SID , Drawing No. 9/0;*7 HEV �. �' #OAT1 aft 'V. -i 3 1 2 0IAMErER ALUMINUM D1Se, FLUSH A. • .��ContractorRECQMMENDED BY. s ,. w/ ,/moi' Pr�i . DATE �� IN CON R • q L L & A MrA P Cl T V 0#C r,EJfEC 11L A DEPARTMENT OF PUBLIC WORKS .. C ETE CURB STAMPED RIVERSIDE Honzontvl `'`�' � � , , COUNTY BENCH MARK T-46--81 RESET � Plane Prepared Under Supeivisian Of Inspector 1997 EASTERLY OF THE CENTERLINE OF Nor f�4899 � r � ��, �� " ~NO . AS NOTED ACCEPTED eY. DAT: P1.�W R. PA -007 SR 79 A T THE SOU THEAS'TLRL Y CORNER Ex res ,� --- tl i i Date Rr MW J, PARKSta I 9 OF THE BRIDGE OVER SANTA GERTRUDES vertrco, o� �1�a� � �� Date Completed CREEK, 441 NORTHERLY OF TIME �� MARA' Ar PAUR DEPUTY DIREC1"DR Of PV8VC WORKS �s: 9� HASE 5. 6 & 7 � CIV1�. Sf]CITHERLY SIDE OF THE CONCRETE �d ...:....:;::.: •-, SIDEWALK. Re C,Er Na. 044899 Expires MARCH �/, 200 X 9744 SEPTEMBER2005 .ELEl/ATION 1497.163R.Cr E, No. 'xp�res� J0, SheetTRACT' NOo � af 15 ..........- .,.,,._ .,.__�.____�. , 701 •• i Irk j II i �)rILLT 9 t _ x I ! RIM=1 Ill.84 C ��, T- X X INV.=08.37 CIO.� 05 X X 11.20 �S) , 11.60 �,F XS W �- 1 W 7 PAR I N A @ 9' 63' 0i s of 1106 FG J T 03 � c� E E 7- G �, G EX. < � Q I �,�'�� 18" R P EX. SD 12+10 1.0% EXIST IT. 0 .90 .. . - - z 0- LLJ EIS Lo BAR - - Co LANw BG Rr 11\0 I c F`G 12.4 FS11. 0 Hp ` % S W S 11,4 70 11.90 12. X X GF 1 X 1.20 til X F=fl.9 X �C X X X X X < 25 ;1 X EF=O.7' X X X �FS12.90 X X < X X X� X X I . FS111.5 XN�X X X X X � X X X X X N X J 20 �O �� X511.5 4 X X X EF=O. X X X X X X X X X X F612• X 3 EF=O.7' J 11.90 �F 13.20X o � < FS�1.4 X (�'X42, 1yd OF 12. 10 X12. GF 12.55 f� EF . 2 S M m 2 4 . 2-6.9" STEPS 2-5.7" S 2-5.7" S 1-6" STEP 1 STEP FL 9.2� 126 G 92. 90 G 10.80 2 � FL 9.30 2AR6111 124 2 FL 10.60 ?� Fp 11 125 129 128 127 p FS91. 1 BUILDING 7 FG11.4 16 4XCR 4XAR 2XA ( 1A 2,q 3A Fp12 3 EF=1. 1' - EF=0.9' 20 EXIST. 8" WATER PER 18 EF=1. 1' FF 1113.05 LOT PROPERTY 2 2 PAD 1112.3 TRACT 32970 2Q 3 0 0 DWG. NO. 804-3 7 LINE LINE 2 2 o S 2 020 2 2 2 2 9 . R 3217018 N 0 00 O t� O �N N O n1 C9 G-' i� O o Q O O O N < C97 Q1 N s+ N No N NO N NO ® ® NONo 3' 1 ' 2' 16' ,� c A O J V' O J J N O lj J J O J J cti of � v; J� fff nnn ,_ M !n > F�JG 92' 9 �,^ *+J !^ ,^.� �M] {� co per, L� gw M J . v Vd ;CIP I C y' s•y° v ® • J { .- 0.5 S,, �u N ti {� N r tial C14 < C aV V P^ WOOD FE CE LOTJ 2 14 + PER SEPARATE as o PERMIT 18 ev .� 10.80 < o N 18 `n of S- � : o 2 FL 8.95 _ Cq °' b 18 Qi C%4 a. � o 18 18 N 20 ®i J 20 18 HARVESTON DRIVE �,/ 20 -I c� csi 20 20 2� _2. a-_ '�, J o �- 20 2i - _ P, to. 20 -r / < . 7 \ s`O�ST�?i 16 23 16 22 . , 22 s �3 . FS X2.40 22 < < , .FS 1-143ti y 1 S 12- in <�� < < < ' 4 2 s< < . ��S 12.40 6. l < �FS,12.�40y« 2 FS t .4fl SFS 12.40 22 ..SFS 13 60 2 - o 136.5 LF 9� S -I77 ® ® ® ® ® ® ® ® ® ® 6 - a - ® ® ® ® PUE PER TR®29639-2 REC BOOK 345 PAGE 1-19�OT L NE N59 06 30 E -- - - - - -- - - -- - - - - - - - - 86.62' EXISTING 2% 12 _ Lo - _ L=18.67- - LPING 1 1 ,u.,. _.. _. . . ..- PROPOSED WALKWAY - ---�` 1 1 I LOT 54 BDRY I CURB & GUTTER�__----- MOW STRIP PER LANDS -�r PLANS & FENCE E . f, . ..- . .- :.. - FSL 8.70 PROPOSED CONCRETE FOOTING o PER ARCHITECT PLANS VARIES ��. -= - ��- 9130 „ - � GRADING PLANS -.,.. �,.�� .,... � . . ., .u ,. . . ., .. . ., ., LOT 3 PER LD05-082GR L -•� - Z EXISTING S MEANDERING �.. SIDEWALK _ 1 L RIE i - - (F - - - - - - - - - - - - - - - - - - - -X7.7)- -- - - - - - - - - (r O8 54) SECTION A-A N59°06'30"E 224,65' --'1r- 224. 5 NTS. ... ... ...... ..... .... ._... ...... .- ... .,..__ ._... _ _ . EXISTING 3 PUBLIC UTILITY FOR EXISTING WATER EXISTING 6 METE EASEMENT TO CITY OF TEMECULA EMECULA SEE DWG D-26445 ER D-26445 NOTES:CONSTRUCTION EXISTING 8" RPBF EXISTING 5" EASEMENT TO FG 8.26) --EXISTING STREET LIGHTPER D-26445 VERIZON CALIFORNIA INC. EX ISTIN R DWG D-26445 PE 1 CONSTRUCT PLANTER DRAIN PER DETAIL ON SHEET 2. .. i CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. EXISTING IRI ® CONSTRUCT EXTENDED FOOTING PER DETAIL R TR. 29639-2 SEE DWG. D-26445 �r W ON SHEET 2. ji �- EXISTING WATER -%RIVE t ® CONSTRUCT 3" CONCRETE SIDEWALK PER PLAN. , PER D-26445HAKVE TON Ur 15 STREET LIGHTS PER LANDSCAPE PLANS. 16 PATHWAY LIGHTS PER LANDSCAPE PLANS. N ER 'NER (EMWD) PER TR. 29639-2 IE 1094.52) 1 B EXISTING VAL COURTYARD WALLS PER LANDSCAPE PLANS. 9l an ....,,,.a .'nxscnr '.am '.+aazx 'uezau. 'mawae szxace arorsennn marare wrex'aavnu .-.:,amu .. mw:sm.vs, mn .-spa.:!. mw.fwwva".mess, CONSTRUCT 4 PVC DRAIN LINE. EXISTING SEWER (1108.0 EVC) ® CONSTRUCT 6" PVC DRAIN LINE. PER D-26445 EXISTING SEWER M.H.-- " 44+30 CONSTRUCT B" PVC DRAIN LINE. - - - - - - - - - �1107�.TRUCT 10" PVC DRAIN LINE.CONSTRUCT CONCRETE MAIL BOX PAD PER U.S. POSTAL REQUIREMENTS. 1.1. VCC P.1. STA. 43+80 43+30 P,1, ELEV. 1108.30 a I , I i GRAPHIC SCALE i` 10 0 8 10 20 40 +7 x One Ridgegate Drive, Suite 210 ALL PRIVATE DRAIN LINE ARE TO BE 1 LundstromTemecula, CA 92590 MINIMUM GRADE UNLESS NOTED OTHERWISE. z IN FEET ) associates Tel: 951.491,6690 Fax: 951.491.6695 1 inch v 10 ft. � v PLANNING ( CIVIL ENGINEERING LAND SURVEYING CONSTRUCTION RECORD DATE BY REVISIONS ACC D DATE BENCH MARK SEAL: Designed By Drown By Checked By Drowing No. SCALE oFESSIo DEPARTMENT OF PUBLIC WORKS Q ; " A. ,� t P.J.L. L & A M.A.P. RECOMMENDED BY w,YM°." � �'. �� ,� DA ��° �' 3 1/2 DIAMETER ALUMINUM DISC, FLUSH Contractor IN CONCRETE CURB STAMPED RIVERSIDE Horizontal �; '� �� PI®ns? Prepar81 RESET ed Under Supervision Of TPRECW Qo " ACCEPTED BY. iliP DA TE. COUNTY EASTERLY OF THE CENTER INE OF Plo. 99 of c9 Inspector SR-79 A T THE SOUTHEASTERLY CORNER AS RIOTED Expires ®ate ` RONALD J PARKS o?,,:_ 03/31/06 DEPUTY DIRECTOR OF PUBLIC WORKS d OF THE BRIDGE OVER SANTA GERTRUDES vertical s MARK A. PAUR Date Completed CREEK, 4.5 NORTHERLY OF THE T�Tg CIVIL®� 4� '°f ::isss 4�' Sheet of 15 SOUTHERLY SIDE OF THE CONCRETE ®F CPQ ° R.C.E. NO. C44B99 Expires MARCH 31, 2006 RC.E. No 19744 Expires: SEPTEMBER 30, 200 ''°Ns. , TRACT NO. 32770 BUILDING SIDEWALK. ELEVATION = 1097.1 3 i CONSTRUCTION NOTES;p N=1 .84 z PLANTER DRAIN PER DETAIL _ .. rn 1 CONSTRUCTLA .ti V r-- 8.37 �.. - . ON SHEET 2. -. � �� -� „ .. . . .... 79 o ( I �t r � �, .... rC 13. � I 2 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. SEE SHEET 6 �, • .� TC13r71 3 CONSTRUCT EXTENDED FOOTING PER DETAIL PAR I N AC' 9 83 -�, © ,,. ft �, ! . I a � rC13.81 � � I � a� - ., . � .. . ....�...-� TC 13.89 ! ON SHEET 2. �= 1 4 CONSTRUCT 3" CONCRETE SIDEWALK PER PLAN. Isola- � ! EX. SEWER �� VET IL C `3 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE IT.m..i. L.- �., �� 1 � A• • TC 13.7$ `� A L T 6.a3 CR ! ARCHITECT PLANS. �, � .�. � ��..�.� ,�..� � �v � � FL 13.28 8 CONSTRUCT TYPE 1 WALL PER CITY OF TEMECULA >4 1 5. 21.oSPRING PLACE COURT ' > • >� I STANDARD PLANS. - 13+00 N w a•� ' .. ---- .-_-- - -. -- DR LANE 14+00 �`L • 10 0 CONSTRUCT RAISED STEM WALL PER STRUCTURAL PLANS. ---- -- -^--- - - I �, �? � 2.4a � 1 CONSTRUCT 1 DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. �, 1�4O �, - 1.0% 13r 84 ! I 1 D STREET LIGHTS PER LANDSCAPE PLANS. �o - -- - `� s . . . w - ... . .. . .. ... ,. ...... EX. WATER 14 24. 13 � I 8 PATHWAY LIGHTS PER LANDSCAPE PLANS. ��• �„ � ,,, ,,, r -� - , 8 NN COURTYARD WALLS PER LANDSCAPE PLANS �, y �, ,��, ^� 1, \ rC 14,3�,./ P RAIN LINE. -r• CONSTRUCT 4 VC D L E ^ G � �, t. TC 14.38 1 CONSTRUCT 6PVC DRAIN LINE. .. 12.4 �� -. =. •. -.-- � .. TC 14 r 11 .-•• TC14038 CONSTRUCT 8 PVC DRAIN LINE. -= X w S X w X I . , X X X s w s w S w .� X X S 3 ARING PAPES I CONSTRUCT CONCRETE MAIL Bax PAD PER U.S. POSTAL REQUIREMENTS. _ �2. Com' 13,t X 4 . ICe X X � 13.2v X X GF 13 X � I � 3 Gir 13065 PROVIDE OPENING IN MOW CURB EVERY EF=O.7 X IA- A X X r` Z 1 c., . XX X 5' (MIN) TO ALLOW SURFACE WATER TO X X X X X - JIM - -,,- PS 2.9a PASS THRU. GRADE ADJACENT AREA TO X X X X ,`�. � I , DR41 N TO OPENINGS. ,,• ,� X Cy X �t r,, Q 1114.2 �• •s X XLail - _ • X X - X 10 r �[ '�• � t- � I r r • Q@7 < A A 03 -199 CAP ® 1.O 1 GF 13 24,40X - _ p QX GF 13.40BELOW SURFACE ^� _ . � GF 13.83 l �, � � �, 2-6.9 STEPS " - 0 PROVIDE WIRE & 'T PC35T' "''C � . w 2--8.7 STEPS 2- 3:�" STEPS 1-�8" STEP 1113.2 _f ti EFS 1. 1 1 8 STEP � WIRE # 1.2 OR ►2. 1 a , � � � 121 HEAVIER EXTEND 2' .l., 10.60 -- 2 G 13.50 ^ � 3cR FL 1 1- � ABOVE GROUND AT 3 O.uo TIME OF BACKFILL • `�� •s123 122 3.1 3.50 / a� / •. �' 16 �' 4XCR '.-C. 0 FL11rJO / • C 2XC 1C l' / / EFS'1 r 1' 3C r DIST. WATER PER sw 0 •. r -. TRACT 32170 FF 14.35 18 / I I 12 X8 REDUCER - � / •� - / <,r IS 1 3 EAS EN,T T � � . -• . DWO, Na. Bv4 3887 PAD 1113.8 / � � ., 2 ERIZON CAL 1 I A Ikv . 2 2 j zg NC „ �# N Q N • (rte ( � c / '� "' •- . , . �? - Ici .-. .�, � ►� �. - EXISTING MEDIAN 4 PVC c� , , t 17o MIN , ' t� ' c� • c' ``' `` �.. ,� ,�, `' N �o t� FG FL 10,75 4 U. 18 7 .,..... c -- I • 60: 12„x 12'*x4" PVC WYE I 0o / ,.�• .. �. i, . .•�. r, :f• v, i -_. STORM �, Fr" "r V •4 Q r �ti - r • Vr • 1 r / EXI T I C• r ,e--EXISTING 1 o PVC @ 1 X MIN , "� 0 18 0 - 18 •.- 0 n .�-- -• � ... ..�-- w - ORA IN �. .� o 0 1CP FL 09.10 - �' 3 _c� ' 0 ,. _ � � o G 13•50 12'x 12'X 1 O" PVC WYE ••. . FL 11 S t .40� ,_. I+' -max).40 2 . t _ l I'3. d -, . - - -� 1�. '--~ �. . - " . • , Ic o . ,�.�': 11�� ' qjr FS S r 1%30 REC BOOK 34� PAGE 1--1 "�...' d ; .�„IL�o Nt3912 88r82 08 3 88.82 -__ ,, _-*� _-- -- . �► MOW STI P ..- •� .� 11 0R AREA L I GHTING ROPERTY L INF - ---_---�r .----�--' / -4 „ BDRY. PER NQSCAP .T'L tW ... `' La 4 .. , � �E�LANQSCAPE PLANS TRA 1 12 PVC ® 1,0 . ... ,. .. ., Cr 32 7a PLA ..- - .«, �+:.rrw�.. .w....-�-- .. w...www,..oweww wwew�w�..wwr r•r wowM+" PER STORM DR41N PLAN ....� .1 ...._oo -- ---- / momOT 53 TRACT - I ST I NG SLOPE Or:293 _2 API�""`5�fi8 1'70 _ oilma MEN MMOL,,,.,.o..._. - �� RIE --�� _ TO-REMA-900.1 12 PVC RI SER .� �� ` -- - _-- ,EXI51�jNG FL 07.48 --' � ..�.. .- - --' -" �" � (FG 9&,3) .___...�.�.-- � ,�... ...� .�, IIN- - . ��-o-7:8� / PEDEST IAN RAMP . DETAIL C -wonowi Im NO SCALE EXISTING' 3' PUBLIC UTILI LOT 54 BDRY. XISTING SIDEWALK EASEM -T�.'WC1 TYO -�T Ct�.A 00 S ON A Smou"A EXISTING EASEMENT Ta - - - - -- .- VERIZON CALIFORNIA INC. (FG 07.55 EXISTING PLANTER AREA '~� EXISTING STREET LIGHT NTS. EXISTING A.V. PER DWG D--2844 LOT PROPERTY EXISTING IRR BOX LINE LINE ISTING CURB GUTTER ' A SEE' DWG. 0-�-26445 79 J2170 1� .. N 2' 18' w L" 3 2P 14 0 EXISTING WATER ., ..�___.. _--___. .,. .. ... WOOD FENCE �- STING VALVE PER D--28045 _._-- -.�.�"' - --- "" _`_" --�-�. - -. *Namwaa wassa SWOON" moomme snowww" OsSaft PER SEP RATENAPIO � �ft" mummass maum 'alsommmo �� PERMIT EXISTING SEWER _..- �,,, ,,, ,,,�� / PEI? -- �.�' � �� •ter• .wu ER D 28448 � �- 2X . 9 BVC HARVESTON DRIVE .. _ EXISTING PROPOSED WALKWAY -= -�-4* CURB & GUTTER & FENCE - PROPOSED CONCRETE FOOTING r •.1 ar. + PER ARCHITECT PLANS EXISTING 8' MEANDERING SIDEWALK GRAPHIC SCALE NOTE: k 0 20 s � `m ;�,, 5�; .Fy ��, 'r � ''°"S'i� a'-y w""k tai, °7w^ r�jy f s. M•a. !" One Rid a ate Drive, Suite 21 Q g 9 ALL PRIVATE DRAIN LINE ARE TO BE 1 r Ff s rol I I Temecula, CA 92590 MINIMUM GRADE UNLESS NOTED OTHERWISE. IN FEET LM61? associaTel: 951.491.6690 Fax: 951.491.6695 � 906 � 1 Inch 10 it. � PLANNING CIVIL. ENGINEERING I LAND SURVEYING � • Checked Drowin No. CONSTRUC77ON RECORD" DATE' BY REVISIONS ACC D DATE' BENCH MARK SQL. Designed By Drvwn By By 9 SCALL' R f ss�pN / ,3 44 DEPARTMENT F PUBLIC WORKS ..� Q ,� D 0 8 C . RECCIMMENDED BY. ,�O/ DA rE A ' RE V . 4 � j � r j y �( 3 1/2 DIAMETER ALUMINUM DISC, FLUSH A•pq P.J.L. �, d� A M.A.P. Contractor IN CONCRETE CURB STAMPED RIVERSIDE llodzantvl ``' P ns Prepared Under Su efvision of COUNTY BENCH MARK T-46-81 RESET w �, ,,, �- 0 P 'CISE GRADINO PLM FOR: PA o4--007 3 T Y DAr�. 1997 EASTERLY OF THE CENTERLINE OF No. 044899 ACCEPTED B �,� Inspector AS NOTED .. �° SR-79 A T THE SOU I HEASTERL Y CORNER � keg DQ te RONALD )l, PARKS Y rxmonoR rHA 56 & 7 OF THE BRIDGE OVER SANTA GERTRUDES i/erti'cal 0� �1/DB DEPUTY D/RECLOR Of PUBLIC WORKS b _t�' ._ f T , ..-- s� MARK A. PAR r� Dote Completed CREEK; 4*5 NORTHERLY OF THE ,� �Q. yd -::•... CIU1 NEIGHBORHOOD6 a SOUTHERLY SIDE OF THE CONCRETE • MARCH J1.92000 44 SEPTEMBER �Q 20D�' faro��$e�C448�'9 )97 N� o� 5hee� 1'�_of )g �j , R.C.E•. No. ExpiresRr C,E. No. �"x��res. TRACT No. X2110 BUl wfivo 6 .. SIDEWALK, LEVATI N 109 Z 16 i r I I ppOPER L1 NE DATESTREE 116.62 72.94 o 88.89 26.79' ' ` «� 4 ` i L I 12.6' 26.35— I 9p li k 1 SPI RING 2 335 71 14.93, 3 UI ®INS � 5.0 6.93' 23. 98' ATA VINE � i - i v \ ��.LANE0 0 � Ln ill I m 0 c� 24 3 ;IAREA Ln i I , 7.0 96. 7 LO BUILD NG 1 .� kk 1 cn 1 20.3 w 1,-, �a 81.85' , 00 57.48' _ 72.46' 104.34' 16.63 53.86' 72.55' 38.79' AI BAR HARBOR LANE j ,xla BUILDINq' 8 BUILDIkG 7 BUILDIN6 6 4 06' 13' 0.9 9 31-0 1 99.6' PROPERTY LINE 134. 11' jHA R j G I APHIC SCALE E TON DR 30 0 15 �30 80 iso Lundstrom One Ridgegate Drive, Suite 210 NOTE: ALL DIMINSIONS ARE PERPENDICULAR TO PROPERTY LINES, CENTERLINE OR LOT CORNERS TO BUILDING I Temecula, CA 92590 CORNER. { IN FEETassociates ) Tel: 951.491.6690 Fax: 951.491.6695 1 inch = 30 ft. l PLANNING ( CIVIL ENGINEERING ( LAND SURVEYING 0 N CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Designed B SCALE 4�Of SIOl 9 y Drawn By Checked By Drawing No. 3 1/2" DIAMETER ALUMINUM DISC, FLUSH ��O �Y. A•A9 to P.J L. L & A MAP RECOMMENDED BY _ '': DATE r - CIrY DEPARTMENT OF PUBLIC WORKS � Contracto IN CONCRETE CURB STAMPED RIVERSIDE �, P G ��, Horizontal o, COUNTY BENCH MARK T-46-81 RESET Plans Prepared Under Supervision Of Uj Inspector _ 1997" EASTERLY OF THE CENTERLINE OF AS NOTED � ACCEPTED BY.• � � DAT "� � ' � � � L � P SR-79 AT THE SOUTHEASTERLY CORNER ®fac ires99 E. �� of_z, of Date RONALD J PARKS ^9 OF THE BRIDGE OVER SANTA GERTRUDES Vertical 03/31>'� q Date Completed ' �P MARK A. PAUR DEPUTY DIRECTOR OF PUBLIC WORKS ::. ij� — CREEK; 4.5 NORTHERLY OF THE TAT CIVIL �� d `' ' s®EwaLKSOUTHERLY SIDE ELE�ATIONF THE NCRE037.163' F ®F cN114� oR.C.E. No. C44899 MARCH 31, 2006 �9dfr 1989.. 4`5� o Expires R.C.E. No. 19744 Expires: SEPTEMBER 30, 200 '°Ns• p4� TRACT N0, .32,/�® Sheet f of 15 z s I i