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Tract Map 32169 Lot 12 Precise Grading
GRADING NOTES: 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT CENERAL NOTES: PRE(31 3E (3F?AnING; P1 AN 3 CONTROL ORDINANCE N0. 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. HARVESTON .. NEIGHBORHOOD 12 PHASES 1 & 2 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 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. OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS I RACT NO. 32169 �" �' � . o THAN Y4" PER FOOT FOR A MINIMUM OF 3 FEET. � o°' o� PHONE: (951) 694-6411 � City of TemeculaCalifomiaRD. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 2. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF 1 � ���°�s� � TEMECULA PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND V 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM SPECIFICATIONS, DATED NOVEMBER 1991, AND SUBSEQUENT AMENDMENTS. H�q STON FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' 1N 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 FROM THE TOP OF SLOPES. APPLY TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN �r �� � '� � ��v�'�, ��„>� � � PROklECT 78 ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, �� � ,o \ ��y' \ �"' SffE 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. \ Q � �' ` ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY � �° / -A 5 o\�c��� 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 �. ��� V� APPLY TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN \ � STET 3 `� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA**S PUBLIC WORKS ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE OF DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH - RIGHT OF-WAY. � ,15 THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION 6) �_ p � a - �-- SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 5. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS =� BE � �, '( SHEET 5 = \ PROMENADE C ) d N �1 SHEET 8 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD N0. 401 IF EXPANSIVE SOILS ARE cS���/ SHEET 4 m (* ENCOUNTERED. INSERT "'SHALL"' FOR TRACTS AND PARCEL MAPS OR "'MAY"' � 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY � �� y \ ) FOR PERMIT CASES. ��� � -- � � � SOILS INVESTIGATION BY LEIGHTON & ASSOCIATES DATED FEBRUARY 5. 2003. TWO SETS OF THE �n � � 2 VICINITY MAP FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH � � � � m � ` Z N. S. SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS 6. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT rL �, ��� 2 �,� 1 . 1 � RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR � g �� 30'6BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING � \��J m� SHEET 7 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL � o� � , LEGAL DESCRIPTION. ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. � � f � ;�� `�--� LOT 17 OF TRACT N0. 29639-2, IN THE CITY OF APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. ! SHEET 8 SHEET 6 TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, "A � t��j�' C � RECORDED IN BOOK 345 PAGE(S) 1 THROUGH 19 INCLUSIVE, PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 �--OJEC- - �� `1,�� IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE RT A PN 916-170 r �����, ) �� 7: � COUNTY. 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT �,,,.....r--�' OUNDAR I o7 45 TRA CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. MARGARI T ROAD _ _ _ APN - 916-170-12, 18, 20 _ 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH NOTES. CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 1. FOR ROUGH GRADING PLANS AND IMPROVEMENT PLANS, 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL. THE GROUND HAS BEEN SEE COUNTY OF RIVERSIDE DWG. N0. LD04-208GR AND TM CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 1F STEEP SLOPING KEY MAP � INDICATES SHEET NUMBER 32169, RESPECTIVELY. TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, UNDER THIS PERMIT ONLY SOILS ENGINEER »_ � /� 2. PVC STORM DRAIN (10„ DIA. & SMALLER) IS SHOWN AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL SCALE: 1 -100 y IN SCHEMATIC. CONTRACTOR SHALL INSTALL PER ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. LEIGHTON AND ASSOCIATES, INC. MANUFACTURERS SPECIFICATIONS. 41715 ENTERPRISE CIRCLE N., SUITE 103 100 0 50 100 200 300 13. TEMPORARY EC � ' TA N STRUCTURES AMPARE TEMECULA, CA. 92590-5661 KEY LEGEND 3. INSTALLED. PROTTIVE MEASURES SHALBE IMPLEMENEDTOPROTECTADJOININGAND (951) 296-0530ARCHITECTURAL PLANS BY DENNIS J. FLYNN ARCHITECTS. DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING PROJECT N0. 110231-006 GRAPHIC SCALE OPERATIONS. DATED: FEBRUARY 5, 2003 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. SUBDIVISION BOUNDARY - - BASIS OF BEARINGS BUILDING NUMBER BLDG. N0. 1 5. STORM DRAIN LINES SHOWN TO BE CONSTRUCTED PER 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1.5) STORM DRAIN - - - = THE BEARINGS SHOWN HEREON ARE BASED ON NORTH THESE PLANS SHALL BE 4" SMOOTH WALLED RIGID PVC SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL w � 0 32'21'28" EAST FOR A PORTION OF THE CENTERLINE OF PIPE UNLESS OTHERWISE INDICATED. ALL STORM DRAIN a a a a a �- a o- a a a a a a n- a a STORM GRAIN STRUCTURE ❑ MARGARITA ROAD AS SHOWN ON A MAP OF TRACT N0. LINES SHALL HAVE A MINIMUM SLOPE OF 1�. ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. a �a W � Ri_ � � � � a ,� � � � � �Ri- en % � � � _ _ 29639-2 MB 323/1-19.� z a � a a a a a R a a a a � a a a a a. EXIST. STORM DRAIN - - - - 6. PLANTING SHALL BE DESIGNED AND INSTALLED 1N 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF °- �a Z CL(,5 � �' � (5 � � � 120 12- �d SUCH A WAY THAT IT DOES NOT OBSTRUCT OR ALTER BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH � � �� �CWX DRAINAGE PATTERNS OR GRADING SHOW HEREON. RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT Q� � � 7. FINISH GRADE ADJACENT TO BUILDINGS SHALL BE 6" GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE Q�� _ _ - _. --- MINIMUM BELOW FINISH FLOOR SLABS GIVEN. �� ! CONSTRUCTION NOTES: QUANTITIES � �e 1 1 CONSTRUCT PLANTER DRAIN PER DETAIL ON SHEET 2. 126 Eq,IIIIIIIIIIIIIIIIIIIII` 8. STREET, CURB, & PAD ELEVATIONS ARE PER EXIST. PLANS & 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS � i� � i � �� a� air O SHOULD BE VERIFIED IN THE FIELD. IF ACTUAL ELEVATIONS VARY OUTLINED IN THE CITY OF TEMECULA GRADING EROSION & SEDIMENT CONTROL ORDINANCE N0. f � � NP PER PLAN FROM THOSE SHOWN NOTIFY THE ENGINEER OF WORK AT i �- 1 ce � 2 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. 4 EA. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES p� � � "} � -- � O (619)641-5900. PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. p��'Q� Q - V 2 G PER PLAN 3 CONSTRUCT DEEPENED FOOTING PER DETAIL ON SHEET 2. 450 L.F. \ I�Q4 CONSTRUCT 3" CONCRETE SIDEWALK PER PLAN. 5,100 S.F. 9. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS DATED FL PER PIAN O 06/01/04 BY DENNIS J. FLYNN ARCHITECTS. 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO � � a � aI � � � a a � i \ P a a I a � � �Q � � � a � 5 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE PLANS. SEE LANDSCAPE PLANS OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. P� � �a Q. °- � � °' � °' � a a °` � mow' a°- a a �G g � � a z a � Q °' � a �� a � as � � c� �i c� � � � a 6 TYPE 1 WALL PER CITY OF TEMECULA STANDARD PLANS. SEE LANDSCAPE PLANS 10. FINE GRADING AND SWALES SHALL BE INSTALLED TO AVOID x c� � a a a a a a a � a � -SIZE PER PLAN 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO HP PER PLAN i� o„ z N �" 7 TYPE 3 WALL PER CITY OF TEMECULA STANDARD PLANS. SEE LANDSCAPE PLANS PONDING OF WATER AT MOW CURBS, HEADERS OR ANY OTHER z c� � c� � v�c� � c� �zc� � cid COMMENCEMENT OF ANY CONSTRUCTION/GRADING. � 2-6.9* STEPS 2-s.�" 7 8 M � g �8 CONSTRUCT 3" OVER NATIVE TEMPORARY A.C. SEE MODELS PRECISE GRADING HP PER ELM OBSTRUCTIONS. STEPS 2-s.s STTPS- 2-4 STEPS 1-5.4 SEEPS PAVEMENT PARKING AREA. 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A GF 14.60 GF 14.e0 GF 14.60 GF 15.10 GF 15.30 11. TEMPORARY EARTH BERMS AT THE TOP OF SIDE AND REAR PUBLIC RIGHT-OF-WAY. � G PER PLAN 1 O9 ENHANCED STAMPED CONCRETE PAVING PER LANDSCAPE PLANS. SEE LANDSCAPE PLANS SLOPES, BETWEEN LOTS, SHALL BE REMOVED AT THE TIME OF HP R Wv ��G N0. BLDQ TYPE PAD ELEV. FL PER PLM 10 CONSTRUCT RAISED STEM WALL PER STRUCTURAL PLANS. 557 L.F. PRECISE GRADING. 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT EF GF PER PCA1u� � 11 CONSTRUCT 1 DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. 26 L.F. AND HIS SIONS / EF PER PLAN DISCOVERED GDURING INEER FCONSTRUCTION.ROM THE RESPONSIBILITY �N /UPON REQUEST,H THE APPROPRIATE PLAN E CORRECTION OF RREVISIONS S OR 'SSHALL GF PER PWVW Jw F PER PLANOCONSTRUCT TEMPORARY H.C. REST ROOM PER LANDSCAPE PLANS. SEE MODELS PRECISE GRADING TOPOGRAPH� GF PER PGF PER PLAN W[AN s r s w s w Now BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ! w � Id � '� TC PER PLAN O CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF TEMECULA STD. 302. 3 �• TOPOGRAPY USED IN THE PREPARATION OF THESE PLANS 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY LU � �� � 14 ELECTRICAL TRANSFORMER PAD PER EDISON STANDARDS. SEE ELECTRICAL DRAWINGS WAS FROM SHOTS TAKEN BY LUNDSTROM AND ASSOCIATES � W 00 TosW PE PIAN 12+50 RIM fIEV 12+ DATES SURVEYED 11-26-03 AND 12-01-03 CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR � 15 CONSTRUCT SEWER BACKFLOW PER EMWD STANDARD PLANS. 11 EA. FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE E«y PER PLAN S SFS PER PLAN 16 STREET LIGHTS PER LANDSCAPE PLANS. SEE LANDSCAPE PLANS CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES w FS PER PLAN 77 CONSTRUCT STAMPED CONCRETE SIDEWALK PER PIAN. 1,500 L.F. OWNER/APPLICANT FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. FS PER PLAN 1� COURTYARD WALL PER LANDSCAPE PLANS SEE LANDSCAPE PLANSo+ WILLIAM LYON HOMES, INC � RIM ELEV �0 CONSTRUCT 4" PVC DRAIN LINE. 827 L.F. 11800 STERLING AVENUE, SUITE A RIVERSIDECA 92503 � PER PLAN �? CONSTRUCT 6" PVC DRAIN LINE. 349 L.F. ,PH (951) 637-2260 i BUILDING AND SAFETY � CONSTRUCT 8" PVC DRAIN LINE. 262 L.F. FAX (951) 637-2251 L u n d st ro m One Ritlgegate Drive,Suite 210 CONSTRUCT 10" PVC DRAIN LINE. 230 L.F. W - Temecula, CA 92590 REY/£WEO FOR COMPLIANCE WITH TIRE 24 DISABLED P(PICAL BUILDING PRECISE GRADING24 CONSTRUCT 12" PVC DRAIN LINE. 41 L.F.asso� � �tes Tel: 951.491.6690 Fax:551.491.6685ACCESSIBILITY ONLY APPROI/ED BY.• SCALE : 1"=20' ,/ / �/ C��I/ �SZ Ni � PLANNING � CIVIL ENGINEERING � LAND SURVEYING I NAME DATE �Y�1 �-" ,/ C�� 3O y C5 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By Drawing No. � N SCALE ofEssip 31.g 3 1/2" DIAMETER ALUMINUM DISC, FLUSH ��p �,��iK A•pq��y W.R.O. L & A M.A.P. RECOMMENDED BYE L � DATE 2� 0�5 T DEPARTMENT OF PUBLIC WORKS 3� Contractor IN CONCRETE CURB STAMPED RIVERSIDE Horizontal � COUNTY BENCH MARK T-46-81 RESET � ?� �""�"�, Plans Prepared Under Supervision Of „ y�.,�,E./� � � PRECISE GRADING PIAN FOR: � 1997 EASTERLY OF THE CENTERLINE OF � No. 044899 � I / ACCEPTED BY.• I DA Inspector SR-79 AT THE SOUTHEASTERLY CORNER �S NOTED * �1fe8 � Date RONALD J. PARRS � y -- OF THE BRIDGE OVER SANTA GERTRUDES y,• l �131/� � DEPUTY DIRECTOR Of PUBLIC WORKS d A'`'` HARVESTON PHASES � & 2 Dote Completed CREEK; 4.5' NORTHERLY OF THE 8�c� ��9r CIVIti o�� MAR A. PA UR ., �'' A" N NEIGHBORHOOD 12 SOUTHERLY SIDE OF THE CONCRETE o ca�� 044899ExpiresMARCH 31, 2006 19744 SEPTEMBER .30, 2005 'd`r�' 1989'`¢° Sheet 1 of 10 �� °"s• °¢ TRACT N0. 32769 PA 04-0080 SIDEWALK. ELEI/AT/ON = 1097.163' R.C.E. No. R.C.E. No. Expires: N� LD04-288GR STREET ADDRESS DATA BUILDING UNIT STREET BUILDING GRADE OF LEGEND 1101.6 1101.0 NUMBER NUMBER ADDRESS TYPE GARAGE FLOOR SYMBOL DESCRIPTION 12 56 29064 PORTLAND COURT 3C ix TYPE PER PLAN 1 � 12 57 29070 PORTLAND COURT 1 RC ix Q PROPOSED RETAINING WALL f ANNEE-� CAP @ 1.0' CAP @ 1.0' 12 58 29076 PORTLAND COURT 2RC 2% / BELOW SURFACE / BELOW SURFACE 12 59 29082 PORTLAND COURT 2XC 1% � PROP. GRADE 1100.2 PROVIDE WIRE & "T" POST-l- 1100.6 PROVIDE WIRE & "T" POST-l- 1700.0 12 60 29088 PORTLAND COURT 1 C 27o � PERCENT OF GRADE .2�° WIRE # 12 OR WIRE j12 OR 12 61 29094 PORTLAND COURT 3XRC 29 HEAVIER EXTEND 2' HEAVIER EXTEND 2' ---- v W SWALE FL ABOVE GROUND AT � � ABOVE GROUND AT � � 13 62 29106 PORTLAND COURT 3B 1q a- � EXISTING STORM DRAIN 13 63 29112 PORTLAND COURT 1 RB 1% TIME OF BACKFILL TIME OF BACKFILL TC EXISTING SEWER 13 64 29118 PORTLAND COURT 2RB 2% GFF ELEVATION 13 65 29124 PORTLAND COURT 2X6 1z ,� EXISTING WATER -� T'I 13 66 29130 PORTLAND COURT 18 27o EXISTING EDGE OF PAVEMENT 13 67 29136 PORTLAND COURT 3XRB 2% 14 68 29133 PORTLAND COURT 3C 2q DEPRESSED EXISTING CONTOUR 14 69 29127 PORTLAND COURT 2RC 290 CURB & GUTTER 4" PVC @ 14 70 29121 PORTLAND COURT 1C 1q EXISTING ELEVATION ELEVATION 1 q MIN � � � � 14 71 29115 PORTLAND COURT 2XC 1 q DEPRESSED CURB ELEVATION DC 1100.83 FL 1099.72 14 72 29109 PORTLAND COURT 4XRC 1% DEPRESSED DRIVEWAY APRON 15 73 29061 PORTLAND COURT 3A 1 q TOP OF CURB ELEVATION TC 1102.87 EXISTING 12'x 12"x 10" 15 74 29055 PORTLAND COURT 2R4 1 q NO SCALE PVC WYE PER STORM DRAIN PLANS 15 75 29049 PORTLAND COURT 1A 27o GRATE ELEVATION '\ G 347.3 15 76 29043 PORTLAND COURT 2X4 1q FLOWLINE ELEVATION FL345.30 / 10" PVC � 190 MIN � / 10" PVC � 190 MIN 15 77 29037 PORTLAND COURT 4XRA 290 FL 1098.82 FL 1097.55 16 78 29173 PORTLAND COURT 3A 1 q SLOPE (CUT) 2:1 MAX EXISTING 12"x12'x10" EXISTING 12"x12'x10" 16 79 29169 PORTLAND COURT 1 RA 190 30/36 GEN. UTILITY & ACCESS ESMT. PVC WYE PER STORM PVC WYE PER STORM 16 80 29165 PORTLAND COURT 2RA 2q SWALE --- �- �r DRAIN PLANS DRAIN PLANS 16 81 29161 PORTLAND COURT 2XA 1% 12'115' 12'/156' 4' OC DEPRESSED CURB 16 82 29157 PORTLAND COURT 1A 21wo 16 83 29153 PORTLAND COURT 3XR4 290 TC TOP OF CURB 17 84 29148 PORTLAND COURT 3C 27o FS FINISHED SURFACE 12 PVC @ 0.5Z MIN. 12 PUC @ 0.590 MIN. 17 85 29154 PORTLAND COURT 2RC 27o FG FINISHED GROUND PER STORM DRAIN PLAN PER STORM DRAIN PLAN 17 86 29160 PORTLAND COURT 1C 27o TW TOP OF WALL 17 87 29166 PORTLAND COURT 2XC 1% 17 88 29172 PORTLAND COURT 4XRC ix TF TOP OF WALL FOOTING / I � 18 89 29178 PORTLAND COURT 3B 27o 2q 1 2 -�--� � -L - 2:1 -- 2% 2:1 BC BEGIN CURVE �-��>>-'�'� ° MAX EC END OF CURVE 12" PVC RISER � 12" PVC RISER 18 90 29184 PORTLAND COURT 2RB 190 MAX -.-°- %� -�--- FL 1097.25 FL 1096.57 18 91 29190 PORTLAND COURT 1B 2qzz -Z/ 77777 Z///,// -7-77=ZZZ� rz�IVC VERTICAL CURVE SEE SHEET 4 18 92 29196 PORTLAND COURT ZXB 1% 2 1.5 CUT g SEE SHEET 6 BVC BEGIN VERTICAL CURVE 18 93 29202 PORTLAND COURT 4XRB 1% T. I.=6, �"R" VALUE (ASSUMED)=20 DETAIL A DETAIL B EVC END OF VERTICAL CURVE *ASSUMED 4.5/15 SECTION. SUBJECT TO CHANGE EXBW EXISTING BOTTOM F WALL NO SCALE NO SCALE UPON RECEIPT OF "R" VALUE TESTS PERFORMED BW BOTTOM OF WALL BY SOILS ENGINEER TOSW TOP OF STEM WALL PCR POINT OF CURB RETURN PORI, PORTLAND COURT LPVT.1- STA. 15+82.13 TO 17+27.11 UNIT NUMBER A-120 50.5' NDS N0.75NOT TO SCALE PLAN ELEVATION TYPE (R=REVERSE) 1 R GRATE ELEV. 4" ATRIUM GRATE NOTE: MOD. 1" TYPE "A-6" DEPRESSED CURB & GUTTER USED IN DRIVEWAY LOCATIONS. GRATE ELEV. SLOPE 17o MIN. PER PLAN OR EQUIVALENT FINISH FLOOR ELEVATION FF PER PLAN � TO INLET GARAGE FLOOR ELEVATION *G L1 (* INDICATES DROP GARAGE) 50.5' PAD ELEVATION PAD FINISH GRADE SLOPE � 1 q MIN. EXTENDED FOOTING EF _ 4" P.V.C. 7,Nx BACKFLOW PREVENTOR BF NDS 12" 12" ADAPTOR 4" P.V.C. (NDS-1230) WITH 12"x 12" RISER � SQUARE GRATE (NDS-127 7) FINISHED GRADE SWALE HIGH POINT ELEVATION HP 50.5' OR EQUIVALENT. PER PRECISE ADDITIONAL RAISED STEM GRADING PLAN SWALE (1q MIN) WALL HEIGHT (SW) SPOT ELEVATION 1311 1% MIN. SLOPE SEE PLAN V TOP OF STEM WALL \ OOR AS N PLAN GARAGE GARAGE FLOOR ELEV. d SEE ARCH. PLANS RIGID PVC STORM DRAIN @ 1% MIN • (4)" TYP-SIZE PER PLAN) � - L PLANTER DRAIN .• •• .:•. •' .' :.;;� _' III-I I{-III-III SEE PLANTER DRAIN DETAIL THIS SHEET D • d ' � '' I M I M I(-I H GRADE FLOWLINE PVC STORM DRAIN � a • . • I I lidII-III=� PAD GELEVATION YARD DRAIN PER PLAN 4' PVC @ 17o Mlle SLOPE =III-I •'; • I 1=1 I 1=1 I 1=1 I I- SEE YARD Df?AIN DETAIL THIS SHEET ❑ UNLESS OTHERWISE SPECIFIED FLOWLINE 4" P.V.C. (TYP) OR FOR DETAILS SEE lEd I - DEEPENED FOOTING •�•�.•.�• PER PLAN SIZE AS SHOWN PER PLAN STRUCTURAL PLAN -III-III,. (EXTRA DEPTH PER SOILS ENGR.) PRIVATE INLET - YARD DRAIN PRIVATE INLET - PLAN I DRAIN W!!!iI I���: . 4" PVC SEWER LATERAL Ell Q �i M FOR USE IN TURF AREAS NO SCALE SEWER MANHOLE PER SB-53 O NO SCALE 2" FIRE SERVICE QF °' RAI SED STEM WALL 1 112" WATER SERVICE Q 24' GEN. UTILITY ACCESS ESMT. 12'9 12'0NO SCALE FORCED AIR UNIT PER ARCHITECTS PLANS �' --� DRIVEWAY PER SEPARATE FIRE HYDRANT PLAN MAX GRADE 127o STEM WALL 47aFINISH FLOOR MIN GRADE 4 TEMPORARY SALES TRAILOR FENCE MODELS FENCE � ?% >/ 2q� --':"- :.:• :'. :, •. PAD EXTENDED FOOTING (EF) STAMPED PAVEMENT PER LANDSCAPE PLANS DKI VE WA Y PER SEPARATE =III-I •°'• OF PER PLAN PLAN MAX GRADE 127o 1.5' CUT III=III= 1• .= FINISHED GRADE ROADWAY LIGHT � PLAN 3 PLAN 2 PLAN � MIN GRADE 4% =I I(=III.• . T. I.=6, *"R" VALUE (ASSUMED)=20 I I M I(- ••�° FOR DETAILS SEE -III-III . '•'- WALKWAY LIGHT � ASSUMED 4.5/15 SECTION. SUBJECT TO CHANGE - . . I�- MIN FOOTING STRUCTURAL PLAN III=,,III,-, . �(��� DEPTH PER } } } 3 TYPICAL BUILDINGS UPON RECEIPT OF "R" VALUE TESTS PERFORMED ' n T�III�I STRUCTURAL PLAN GARAGE FLOOR AT 290 BY SOILS ENGINEER " ': ��-�� t � N SCALE : 1`-20" POR. PORTLAND COURT (PVT.)- sra. 13+00.43 TO 15+82.13 BUILDING AND SAFETY STA. 17+27.11 TO 20+29.41 NOTE. -ail 1.u n d st ro m One Ridgegate Drive,Suite 210 TOP OF CURB (TC) AND DEPRESSED CURB (DC) W Temecula, CA 92590 Temecula, FOR COMPLIANCE WITH TITLE 24 DISABLED NOT TO SCALE EXTENDED.FOOTING ELEVATIONS SHOWN FOR REFERENCE ONLY. SEE STREET -- associaACCESSIBILITY ONL Y NOTE: � SMOD. 1 TYPE A-6ADEPRESSED CURB & GUTTER AND IMPROVEMENT PLAN FOR CURB AND GUTTER CONSTRUCTION. Tel: 951.491.6690 Fax:951.491.6695 � Q APPROVED BY MOD. 1" TYPE "D-6" CURB USED IN DRIVEWAY LOCATIONS. NO SCALE � PLANNING CIVIL ENGINEERING LAND SURVEYING I NAME DATE ~' � o CONSTRUCTION RECORD DATE BY REI/lSIONS ACC"D DATE BENCH MARK SEAL: Designed By Drawn By Checked By �� Drawing No. ` N ,� SCALE Q�OfESSIpNq� RECOMMENDED BY.- OF _ DATE. ? � C/TY OF TE/{J�ECI�LA DEPARTMENT OF PUBLIC WORKS `N 3 1/2 DIAMETER ALUMINUM DISC, FLUSH �o ��C A•pq � W.R.O. L & A M.A.P. o, Contractor IN CONCRETE CURB STAMPED "RIVERSIDE Horizontal COUNTY BENCH MARK T-46-81 RESET c� ?^ p p f Plans Prepared Under Supe 0 4, n+ .. o'e rEM 1997 EASTERLY OF THE CENTERLINE OF � No. C44899 � '`s � �- � ACCEPTED BY.- '�"" DATE.' � �.r7 �.�'� PRECISE GRADING PLAN FOR: Inspector AS NOTED f)`� SR-79 AT THE SOUTHEASTERLY CORNER * �,ires * ' Date I " V `y G y HARVESTON PHASES 7 do 2 I OF THE BRIDGE OVER SANTA GERTRUDES 03/31/06 ROIY�I[0 J. PARKS .,. _ _. o I/eitical DEPUTY DIRECTOR Of PUBLIC WORKS dA `:::;�� -=��� Dote Completed CREEK; 4.5' NORTHERLY OF THE �f9T CIV11. MARK A. PA NEIGHBORHOOD 12 \' � SOUTHERLY SIDE OF THE CONCRETE of cp�� R,C,E. No. C44899 Expires MARCH 31, 2006 R.C.E. No. 19744 Expires.. SEPTEMBER ,30, 2005 '''�oNs;��' 4° Sheet 2 of 10 a SIDEWALK. ELEVATION = 1097.163' p N$'°� TRACT N0. 32769 PA 04-0080 z LD04-288CR CA A pj _* Lo- CT ]Voh 239, 1 9 60 INN •3 }'" *•. , �, w .. _ y?X�7/ 3 o .9 - aN �, Nf `- p A . , " lily 141 / _TRA a N . .• GSD ` 001, G, 119R ftLp �N _ OF A /" - r lL N .0000, r / . , p SCA �Frholf P N c .: , q r ` 3 1 - r • i - y V 1 o- Off .. r c r - _ Q - .. 1a _ 0000 IQ s , R y • 1 � r L .- I G� ._ f � _ TF' 11103.56 _... _ ., 4 Ca 1S _ • - I . ' r TNV t 148. 404.4 _ '�:� °; -- 41Q 4 . - s � I 3 r 46 owe . r cle *w• 4 v .. • �?1. , U2)IYP. U0 Ar) r ;�� ) 10 4 < 4 10V - • - 4� • - • FS 04.00 • 1 . � 1 V � � `� r • � � � � r rrirrr..M wwrrr.rM •� �`'. � 13 _ - • I ti_ 06. _ �SQ3.2 Or (W ------- 1C V F. Type I a .�, » 4 STAIRS C9 Qr p t I I too - 1(4 \1311 BUILDING 12 r� .4 - 05 ;0/ &P PAD 1104.50 s FG a3. - • 1 fl 0 56 575860 61 ,.. 59 1 c 3X 2X , 1 � - _- - �-�..� . I-. p� 3C 2x0 F=1.2 � - `. �, FSQ3 1 � .� t--�.n STEP .� �.�'� STEPS 2�n STEPS 2— .'line • ,• o I 4._' , 1---4.2 STEP 20 1 L8 STEP o . - r�rP. /►�► Q/'� GF04.70 GF Us 70 + fist T GF a4.3a .E + + + + + + + + + + 0302 O 1 + + + + + + + 1 + + + + + + + < -�..- - + + + . I , 4 .Z4- 00 + + + + + 45 r 1 5 + + + + + 03 e • / - GF a4.�a G� G�• . -� i GF 04.70 -� _--- _ _-�_ _ + • s / -4►< S w _ _. _ __ .- wQS-) a w - - � Fsoa 80 wsw . . . .4 • w . �--� r.._ ,•,,,,,,,,.,, €? X543,8 19 V . y �- - FTQ3.28 - . - 0 a �. �- � � � � 8 P VC SEWER CONSTRUCDON NOTES* • -'-- ,�, 18 •,. jwwwaaaw FOR ENHANCED PAVING , . DETAIL ON SHEET 2. � � w � � � 1•d� o NS � 1 CONSTRUCT PLANTER DRAIN PER DET o SEE LANDSCAPE I L p�.Q 1»Q 14+OD s Tyll1 4� oar f _ - -- . 2 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. T C •, — FS 1103.18 o 3 CONSTRUCT DEEPENED FOOTING PER DETAIL ON SHEET 2r �� FOR ENHANCED PAVING 0� SEEI LANDSCAPE FLANS 9 11 N 4 CONSTRUCT 3"' CONCRETE SIDEWALK PER PLAN. 8 PVC WA CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE JL _ ARCHITECT PLANS. PHASE BOUNDARY 6 CONSTRUCT TYPE 1 WALL PER CITY OF TEMEcuLA - STANDARD PLA S CONSTRUCT MAIL Bax CONCRETE PAD PER U.S. POSTAL o o -' f • ` � �► REQUIREMENTS. tia ♦t ,. ! i . PRESSED CURB IN FRONT OF TRASH ENCLOSURES. - P. - - - cfl � 1 CONSTRUCT 1 DE . 12 CONSTRUCT ELECTRICAL TRANSFORMER PAD. 1 STREET LIGHTS PER LANDSCAPE PLANS* _ 1? CONSTRUCT STAMPED CONCRETE SIDEWALK PER PLAN. V MINN < I Col- 4 "L1 COURTYARD WALL PER LANDSCAPE PLANS �' I 4'� - - - • . - - -- CONSTRUCT 4 PVC DRAIN LINE, 41. - 1 CONSTRUCT 8 PVC DRAIN LINE. x' .-11 Q�---~ ` 04 CONSTRUCT 8 PVC DRAIN LINE. GRAPHIC SCALE � BUILDING AND SAFETY NOTES. 1a 3 1a 24 40 • 1. ALL PRIVATE GRAIN LINE ARE TO BE 17 One R�c�gegate Drive,Suite 210 MINIMUM GRADE UNLESS NOTED OTHERWISE. � Temecula, CA 92590 REvIEWE"D FoR COMPLIANCE WITH TITLE 24 DISABLED - N Y .�. ALL GRADING SHALL �'E 17o MINIMUM GRADE' � IN �'EE'� ) ACCESSIBILITY a L IL DINGS. r+ associates . TO INLETS FROM BU 1 inch � 10 ft» Z � Tel: 951 P491.6690 Fax.951.491-6695 • APPROVED BY• PLANNING ! CMI. ENGINEERING LAND SURVEYING NAME DATE r Drawin No. • Checked 8 � q SEgL• Designed By Drawn 8y C e yC/Ty AT BY REVISIONS ACC D DATE BENCH MARK T �' D OA R D DEPARTMENT OF PUBLIC WORKS R ca D o TION E N TRUC o ca � �' SCALE Q� N RECoMME'NDED BY. ,� P. . • M.ArP. ' 3 1/2 DIAMETER ALUMINUM DISC, FLUSH •�,q W.R� • �1L -� IN CONCRETE CURLS STAMPED "RIVERSIDE Ilvrizontoi ``� MONSOON � �� , = . � Supervision of Contractor Plana Prepared Under T�� PRECISE GRA�1Nf� P�A!'V F+�f�. � COUNTY BENCH MARK T--46- 81 RESET � �, � � 997" EA51 ERL Y OF THS' CFN TERL.INE OF No. 044899 ' ,. ACCEPTED BYr• VA AS NOTED PARKSPHASES 1 & 2 �re9 =�:_ RONALD J. :R .�.ti��. Inspector SR-79 AT THE' SOUTHEASTERLY CORNER Date OEMY DIRECTOR Of PUBLIC WORKS �� '~ OF THE BRIDGE OVER SANTA GER TlR`UDES Veftical 0 3/08 �, ARf� A. PAVE ' •i CREEK; 4.5' NORTHERLY OF THE C 1 v 11• Q� d�Af: :is$�... .� NEIGHBOSheet �of __14 � Date Complete- _ ' o MARCH 31, 200 r 19744 Ex ires: SEPTEMBER J%,,2005 �h ,N�04 --. NoPA o4 ao8oSOUTHERLY SI DF OF THF CONCRETE' 044899 Ex Tres R•C•E PTRACT NO. 32169 � R.C•E., No. p SIDEWALK. ELEVA17ON � 149Z 163 �R LD04- 288 � I I I � I : I i r , . .. .. I I . 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I > ( 4 CONSTRUCT 1O" PVC DRAIN LINE. - T NOTES: 1. , . 0, ALL PRIVATE DRAIN LINE ARE To BE 1 GRAPHIC SCALE � BUILDING AND SAFETY MINIMUM GRADE UNLESS NOTED OTHERWISE. 10 o 5 10 20 ,4,0 One Rid a ate Drive Suite 210 2. ALL GRADING SMALL BE 1X MINIMUM GRADE s ro g � -- T� INLETS FROM BUILDINGS. REVIEWED FOR COMPLIANCE WITH TITLE' 24 DISABLED Temecula, CA 92594 ACCESSIBILITY ONLY` -r kassociates ( IIS FEET ) cy Tel. 951.491.6690' Fax 951.491.6695 = 10 t� APPROVED BY. 1 inc h f t. � � I PLANNING I CIVIL ENGINEERING I LAND SURVEYING I NAME DATE a� . .� A ' SFAL: Designed B Drawn Checked B Drawin No. CONSTRUCTION RECORD DATE BY REVISIONS CCD DATE BENCH MARK ��g g y By y 9 SCALE ���f l �, CITY• > DEPARTMENT OF PUBLIC WORKS + 1/2 DIAMETER ALUMINUM DISC, FLUSH �� �•�'q _10WeA0, P.J.L. M.A.P. RECOMMENDED BY ' DATL: %, g: Contractor IN CONCRETE CURB STAMPED RIVERSIDE /torr'zontal �`' Plans Pre ared Under Su ervision Of -- COUNTY BENCH MARK 1"--46-81 RESET �'r' '• p p _ o y ACCEPTED Y. pR �SRAf�INQ PLANP: .4 • ' CCE ED B - DATE: O �� 1997 EASTERLY OF THE CENTERLINE OF No. C44899 • . .;, �� I � Inspector �3 % AS NOTED � r - _ SR~79 A T THE SOUTHEASTERLY CORNER ie9 * a - Ir Date ROM�L9 J. PARKS >< : x.r.. H A- RVESTON m. w PHASES 1 & 2 •• OF THE3RlDGE OVER SANTA GERTRUDES 4 3/(� """ D'PUTY DIRECTOR Dl�PUBLIC WORKS =� :`� �eia:ia. • Vertleal % MAR A. PAUf .yry:. .r M ..,,,... �r Date Completed - CREEK, 4. NORTFIERLY OF' THE . Q11/ O a ,� I.::: :..:.:...... NEIGHBORHOOD 12 --i c SOUTHERLY SIDE OF THE CONCRETE � a C44899 MARCH X31 209 - 1 744 SEPTEMBER JO 2995 r�r�h••1989-•044 Sheet�of 14 -� � R. Na. � Ex fres. � �. � �, ReC.E. Nor Expires � C E � TRACT No. � PA 04 0080 .. ���SIDEWALK. 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Z• M 1 9• G Q�rj ,.:. -r. .8 Gy Go3.8 (13.8 GG3r8 G03.8 - Lq .3 .- - GQ Gv3.8 GO3r8 . _ Gv3 �_- ^: ! - v 1.67 1 �11� 1 FL 01.91 PL 02.09 g �a S - 1 .1 01.97 FL 0 851 FL -� o�•e - F a2 4 o FL 02.2 FL o2 h_ FL 1 2 0 1 I q �, FS 04.00 - _ �. pay• c - ,.-_ -- 12 DG 00,4600 �G 04.2 00i T _... ._.. ._, •- FS 04.0 '+ �C ...... •. 04.016 ..-2----,- J ST P V v oW04.2 � . , - - 1 .G • l' 02.1 n � 4� 3.25 TPS ` 100 TEPS 5 6 STEPS . FL v0 4-6" s 1 1 00. 0 �TNo2.93 v2 .. -- �: FL � E 01.4 , FG 0119 Q a •S -rip. FS 02.40 ' 9•� - - FS Cal ' • - rr► - - G a� .Q►2.25 4•��- - h _,, -. - zoo • - + - 9• \ V V l"' - • " ^ r / �• - �� �i�, ,111 � r...FS 02.88 1 -'t1 •, $ CONSTRUCTION NOTES � C-) ----� = FLOO.46 % o� 99061- ��.� �. --���- ,� �. , �' TE �``��' r � TEE � � ..' --' : ""`� `` a • 9 �a G 01.9 p t• • 4 • �- _ - 1 CONSTRUCT PLANTER DRAIN PER DETAIL ON SHEET 2. 4 - 0 a o _.^- �, �, Gp ,o FL a G 2 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. -� � � ,�. � . �. g( , 0A* • d, - .sD,� - \� A- C� to - A.'` •//` - "- \ Qr 3 CONSTRUCT DEEPENED FOOTING PER DETAIL ON SKEET 2. 4 CONSTRUCT 3 CONCRETE SIDEWALK PER LAN. C 00000 0000, - - Zal 5 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE .,. ARCHITECT" PLANS. 00010 �o 7 CONSTRUCT TYPE 3 WALL PER CITY OF TEMECULAg •` , _ - \ STANDARD PLANS. �'�, \ s - 01,E 9 CONSTRUCT MAIL BOX CONCRETE PAD PER U.S. POSTAL REQUIREMENTS. , - : \ 11 CONSTRUCT 1 DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. 990 • ° ,�' _ 12 CONSTRUCT ELECTRICAL TRANSFORMER PAD. G 01.20 `r\ 18 STREET LIGHTS PER LANDSCAPE PLANS. FL 99.70 - - a 1 17 CONSTRUCT STAMPED CONCRETE SIDEWALK PER PLAN. 1 COURTYARD WALL PER LANDSCAPE PLANS. S C • - - = - ** : vU .� 2 CONSTRUCT 4 PVC DRAIN LINE. �' - % 0 21 CONSTRUCT B PVC DRAIN LINE. :2) CONSTRUCT 8„ PVC DRAIN LINE. �9 e NOT'E'S. GRAPHIC SCALE G 1. ALL PRIVATE DRAIN LINE ARE TO BE 1 X BUILDINGAND SAFETY MINIMUM GRADE UNLESS NOTED OTHERWISE. �o a �0 20 qo k One Ridgegate Drive,Suite 210 z 2. ALL GRADING SMALL BE 1 7 !MINIMUM GRADE Temecula, CA 02590 nlr--- REVIEWED FOR COMPL/ANC4 WITH T1 TLE 24 DISABLED TO INLETS FROM BUILDINGS. c� --- ACCESSIBILITY ONLY IN FEETassociates ) Tel. 951.491.6690 Fax-051.491.6605 I � 1d1 Inch ft.APPROVED BY.- PLANNING cIVTL ENGINIERINO LAND SURVIYING 4a �V AME" DATE • l Designed 8' Or, Checked B Drawing No. CONSTRUCTION RECORD DATE BY REVISIONS ACCD PATE• BENCH MARK SEAL. q y 8� y SCALE l , DEPARTMENT OF PUBLIC WORKS „ RECOMMENDED BY ,r. DATE: 4 3 1/2 DIAMETER ALUMINUM DISC, FLUSH A.P W.R.0, AJ Lr M.A.P. Contractor IN CONCRETE CURB STAMPED RIVERSIDE Norzonfvl - - t RESET ti Plans Prepared Under Supervision Of �, p ....- COUNTY BENCH MARK T 46 8 ESE , r�r�' �° � PRECISE GRADING PLAN TOR. � EASTERLY OF THE CENTERLINE OF No. C44899 ACCEPTED BY. DATE.- 1997"' � { Inspector AS NOTED *� ' SR-79 AT TIE SOUTHEASTERLY CORNER � ke9 .'•. �. '- D0► e ! -~ - r' RQNALD �l. PARffS a �� ;::. HARVESTON =w" - S PHASE 1 & 2 OF THE BRIDGE ODER SANTA GER TRUDES vQ,�/� � � D�PUrY olR�cro� o�Pueuc woR�s d •� :� . �. , MAK A. P UR ,, . Do to Com le ted - CREEK; 4. NORTHERLY OF THE 9 011111 �d :.::::: :: NEIGHBORHOOD 12 ' p o SOU -IERL Y SIDE OF THE CONCRETE 0448'99 MARCH 31, 2QC 19T44 r 5E•PTEMBER 301, 2na rar���,98 044 Sheet of t o -. SIDEWALK. ELEVATION = 1097.1�3 R.C.E. Na. Exp/res R.C.E: No. EXp, es. TRACT NO. 9 PA a4- oo80 . LD04-288GR j I i i i I i i i i • �' -� Q TING 12 .� J# EX1S 1 ` � AlIN a I � -�. � f � � k �' O� '�� STORM DRA f qQQG k �- , Al or A- 006 SEE SHEET 4 1 Or*. VF 036 35 O5 F 03,/ {� VF 02690 OF 02.7V OF 2IS ! . •� + f } wit" V • - `« WkcL. - ;' k .. � . .. -�, S W S !, (S)� W S W N.► ► ,1 f �rirMll •�•�r+.wrrwl � Ike 4 a . (''' - ,,I MMM ( ' F.• ���VVV* ��'�iiVi/ f/ 02.22 11 z i w r • a fir^ --� r t f C PVC SEWER v, G' S1102.91 '" FS 1141.82 'Ae TCd 1.9� f ♦ } + 't `' 000000 tk 77 I ox ......++"`. r.....r._.r....-...r. ............ .. ' ......M.... .w..w .n. .r_,.r,n..-. ,............... M.......,.. .-.., .............. ..-..-.....- r....r-...r ...w....... •.r.,...w.-.. ...,...-..,.. .......`...... ,.r....-... ......M,...... ..... r-....-...,w ......F,,.e. ...wr..«. ....r,.+•.._. .. ...... ....,.. � � f'/ ( I t( 7 � . ' �1 g 1 rift 12"' ► ; . `"�+_�, N TING 12 i I 0000', /��v.. �,. STORM OR010 VA • .� � • • 3 / /{ .W MINO1 Wi.1irY�W i'PIii1YM ��yy . %� .i.'4 9�IW..,WM > ✓� .MSM J + 1 1 FNM LYM.�N Affift' / i aiW1¢.. INi.4M1ilN' dMp INI q� L ,. L •.SON. &%Ow JYF IWI1 pN1Y.Yi1WIWY © NPC G . • , q _ a o S WATER tISTI 1 io WO It L. NG. . .1 4� rte'• � • /' . .- A. S Uw W S W S �' W S i al d •• 1. r �" • oA. - OF 0119 i. .. 1 OF d2. �3 OF 02. 0 G� 42 r t [ � � - l 4 .1 _00TGO1 � 4 ff t Ae -.- � -� •Atw -� ^ Tic J l ; v / 4 72 70 N r - « 4XRC 1G - ` r �, � S N A r r f - 2XR �- 2Rc 3 -� Tc e i' Ll ORNIA INC. f 011 40FG j f 1 � , w ' GF 02.953 GF,�"a2. .... � OF 02#50 k OF a2.�� GF 02.30 DF=o. I 27 1•--fir 4 STEP 1--z 8" STEPS 2---�.4" ST _,. H 2-8.8 �1"�P� -�,• -; - ` , � EPS 2 �►.4 STEPS � fly, � J• ,, r � r•. • ` - t1 f 1BUILDING 1 I F• i1 j t I' l t'' 4 v • »� 1 V '� I l 7 1 1' i f •/ - � 1 t Q � ' � r 1 1 I .• ._ ~ - ' DFS _._ _ 1 40 .-.--- e!00) • P 1142.0-101 FS 03,•40 - 1 Imo. �+• y .. # ' ,` - ...0001. z 1 100r, S J Y 1 � i • • i r J Yr 1•r � � ,' , r,-. Q. 1 r k ti ( i, 541 Dl =11 /• ` - 111 `FT t4 `, + � ` ,��'+ � 1 ; r r . Y ! 1 � • �I FIJI V i.•9 M • 1 ; V ..I;i ... ��+i T�.' ;i ;' ," 4, �r,�` °. FS 02.94 a 4 - , FS 42. 0 -- . STEFS `.- - { 4� `�► i x A 1 G a2.� r ,� �� Q2 �s � ^ `j • Y' � A \! /� '� ..y o �/�J x f G «<,I// , G MMM [� RL , Q M,M/M 02,E . V •'� ` f� \ l0- r4 00 �* • .� % r+"r dj r r, r� + t f f I/�r 000 lie I S co) 0 62.77 T ',"•".""-rte" �• ` » • r , j ! -. -------.� -�- FL 7.64 . - l GR AGS {/,• 1 S r • S S • TEP , l` lfI 1 T • ' "•r //.�!/ �.ri► f,w...w•.•wtiA �.iwr. / ".1 1FS, ....rQ f]113 Tf� ' �!1, F .�-,�-. , ?` ' D f.3� { .4 G F €F/ , ('� FS (]1.47 ��o � • l`�' 1 - --�. t�, •c- � -9 ,��'`.. � , p -�``-� f � � t.- V • 0j.V j' -w�. `~-fes f Q:� Q �, g' 9• G - - + F 42.1 g• ;` y�1• ,- 1 '' t` ` i ji F "� - � ,..; � . �S �1• ` � • g�• �` � G Off• � � � -~--- - - f . O , ] //�y !'/• 1- Few - \ � 01. �N t QY6 ,�• o .gyp• • f �.- ;. - , , �, � �, ---�.-,, 01 16 Q ]-C o i • ) Nw► r ? F it 70, 05 CD 0 1•J j f r r MA CONS�KUTION NOTES,.* ♦ i z i' } 1 1 ; j i, � -` �, � fit! � i' f • rt, 1t +^1 'r 1 r j `'' i, t 2 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. ' r' it 1 i CONSTRUCT DEEPENED FOOTING PER DETAIL ON SHEET 2. �G 1'C �► 1j 1 �� _ FG 0.66 f e 4 CONSTRUCT 3" CONCRETE SIDEWALK PER PLAN. - - (1 t .L , •�8 , p -� G�q CYTO 11 q L -. { t al G W 4� CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE 1 - SIS ARCHITECT PLANS. '1 E r r f r CONSTRUCT MAIL BOX CONCRETE PAD PER U.S• POSTAL .?. I PROF y T F 9 � A� . ,� � � �'oa 1 REQUIREMENTS. (C) 3 f 11 CONSTRUCT 1 DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. 1 STREET LIGHTS PER LANDSCAPE PLANS. _ ' .., 1 CONSTRUCT STAMPED CONCRETE SIDEWALK PER PLAN• 1 S COURTYARD WALL PER LANDSCAPE PLANS. O CONSTRUCT 4" PVC DRAIN LINE. # 1 CONSTRUCT 0" PVC DRAIN LINE. CONSTRUCT 10" PVC DRAIN LINE. 24 CONSTRUCT 12" PVC DRAIN LINE. NOTES:. GRAPHIC SCALE BUILDING AND SAFETY 1. ALL PRIVATE RAIN LINE ARE TO 13E 1/1 ,o io 20 40 One Ridgegate Drive,quite 219 i MINIMUM GRADE UNLESS NOTED OTHER MSE. S ro REVIEWED FOR COMPLIANC WITH T17LE 24 DISABLED 2• ALL GRADING SHALL B> 1 rq MINIMUM GRADE T m f A 2 4 FROMBUILDINGS. -- a ecu a, C 9 9 ACC�'SSIB/CITY ONLY TO INLETS C� IN FEET associates Tel: 951.491.6694 Fax:951.491.6695 APPROVED BY.- i Inch � �o f t. AIN LAND AYOYIN � tii PLANNING � CIVIL IINaINItt G � 4U 6 � 44ME DATE SQL: "°° Designed D' Drown Checked 8 Drawin No. CONSTRUCTION RECORD DA TE' BY REVISIONS ACC D VA TE BENCH MARK 9 Dy y SCALE DEPARTMENT OF PUBLIC WORKS .. e °� I��' RECOMMENDED BY. �►�' DATE. 3 1 2 DIAMETER ALUMINUM DISC FLUSH A•p WR.0• R�/L. MAP* - - •�P- - , Contractor IN CONCRETE' CURB STAMPED RIVERSIDE orirontol • Plans Prepared Under Supervision Of COUNTY BENCH MARK T-46-81 RESETw , ,.•- PRECISE G�1Nf3 P�l �f��' 1997 EASTERLY OF THE CENTERLINE OF � No. C4999 ACCEPTED B�: DATE: Inspector AS NOTED : . �' • SR�-79 AT THE SOUTHEASTERLY CORNER ire9 � ' 7Rva AR�rs - Dates. HARVESTON PHASES 1 & 2 OF THE BRIDGE OVER SANTA GFRTRUDES verUcoi s 31/ K A. FAUPDOM 01MCIOR Of PUBUC WORKS •�'' f ..... . . • CREEK• 4 3' NORTHERLY OF THE GIy��. "� Do to Comp/eted p4� • yr -~•: HBORHOOD NEIG 12 SOUTHERLY SIDE OF THE CONCRETE 044899ExpiresMARCH 31, 2006 19744 Ex fres: SEPTEMBER J0, 2008 .���. 044 �0080Sheet 8 of 10 -� R•C.E. IVa• R.C.E No. -- p TRA C 1� NCS. J210'9 PA 4� � SIDEWALK. ELEVATION 10,9 .163 � _., LD04-2-8- 8- vproi 9 i i i i i i EE LANDsCApE PLANS / 4_•., is a 0. YQ fro - G 02,5 ./ Go i 4 . - v _d O 00 G 02.E 0 FL 99.20a> �. ay.60 4 Typ re CT IN; 4;7- 9 Ole I - l ` 2 .47. F 4 _ .aQ i r� 17 --�' x,• - - 3 - - 8• t. ., 1 FL 98•a0 '� - t� - 9 j PHASE BOUNDARY - , orVx '- TES- ITS 01.4 0 • �� r - FS 01.470 - . - FS 01.47 00 ---.. . 47 " - 47 • • 501 - � i a o T Ft FG = r.ww.+ .lirr.w+rl " ('( � '�1 • �� � Q y /,,� V • ` � .. � III I . t • R V �,,y� . f.r tars ® . ®) ! C` ;' f V fel,�' c /� �, 1 ,; a •• G 0 1, - `� Q 1$ - a �,, '� G FS Q2r0PHASE - MEMO , Yti ,► .wrr.rMrir Nwrrr^rr*rQ - • CIA FG 01.3 , BUILDING 16 • • l• �• ! 0 i• ! it i Ir 78 3A---PR Q `FF 1102,05 , meq r d 3 IRA IAD 1101.3 8 �' f ' 2XA 1 A �/1 • - �•� it ;' ARA + / !'Y BF 80 1 o o 1-�4.�' STEP ,� 2RA 13 t '� Qf' , 1 8r 8 STEP "0"�, I 90 _., IN- ,� ; e� , �` ,/ � �'• Zoe � G�" 01.7 STEP, �-��= STEP t GP D 1.55 !]l(/�� F 2- T,2 STEMS GI= 01.1 D 06 / Nowmay+ + + ../ ''+ + / 0r8 i f• f• ! ,fir f I ` r f i f ., r: OLG 0 + + + 018 + + / + f -� + + 0 ori _ j r "� --�-- ;'' r' r r— /' Al - . + Q + --fir- = - + �i + +/ + + Z?p + 4 t 4 o T ! off ' + &O� + + + 9 + + + + + -- � •* � � w OF . j GF- aa. 5+ + + F= Sly G 4 G) + I 11r 0018 1 v ' • �� � � ' r• ' � � • ,,, •i! ,'I l' 11 1 .1 J) L MOORMAN -2 P; 000 i — ! a •—::' ' if 91 V QPAVI N QC 1D 6 PVC SEWER NHw . 00e • p - fr' ;- a S5 LANCAPE ` o 18LL .� c 4 f..-` 000* V�i2 EX. D RCP ' 1 1 / ; � � [[�� ( r CONSTRUCRON NOTES: ,... , . P C ANOWN9MWATER 1 • / �� ` / i �' ' � ^,y �' Yril•i•11 so.4.sMr. ■tl•fYeiK! -,7 � 1 � r, !, J V q/ � Ji/ r • �' r ■ • " • Y•amgia• •r•r' . `, '•�auaa•atwr r �` (` ,f • r v ,t r 51) ` ••rraai•a• ,u ..0 wauwr •.. a•r �f ,r` r ��/�/' r, r ,' /l►J [ 1'r �Q • 1 acr wr" ..� ..pr•rrr r�wr ( rear^ enrMJ �+y • '/� + ray 2 CONSTRUCT YARD DRAIN PER DETAIL 4N SHEET 2. 12 1 a j /1 J/ �2o CONSTRUCT DEEPENED FOOTING PER DETAIL ON SHEET 2. •- ' ' r' f ' ,� '• � �o !' ' 9 'y CONSTRUCT 3" CONCRETE SIDEWALK PER PLAN. � - .—... ;. ,{ � ;_ l• '. I � �• ~ +' `ice "", + i, , r, f tf �^-�t., • .MN.wwrwa1wa. ;fir !r ,: •` /' ; ( d 9 51 CONSTRUCT MAIL Sax CONCRETE PAD PER U.S. POSTAL w S w t � ,- .� . w s a,� � •� G� 4.8D REQUIREMENTS. s GF 99.60 CONSTRUCT SEWER eA KF _ .•r0 ' aa• - ;- C Low. o -�- o s + 49,9-90+ r - ' ' , Al T•~ t •r l 1 'L ti r *► i /fir 1 ff 1 STREET LIGHTS PER LANDSCAPE PLANS. + + 4 ��G ...}.- `' � + �" � -� 174 % p, � „/ � � /, `'fir f• rl 'r/ J � ,p rr . CONSTRUCT STAMPED CONCRETE SIDEWALK PER PLAN, 8 COURTYARD WALL PER LANDSCAPE P"NSr a O CONSTRUCT 4" PVC DRAIN LINE. 2 CONSTRUCT 8" PVC DRAIN LINE. CONSTRUCT 10" PVC DRAIN LINE. :4) CONSTRUCT 12 PVC DRAIN LINE. NOTES: 1. ALL PRIVATE DRAIN LINE ARE TO BE 1% GRAPHIC SCALE DU/LD/NG AND ,SAFETY MINIMUM GR40E UNLESS NOT T ED OTHERWISE. 1u u 5 1a 20 _.. - F1 s romne Ridgegate give,Suite 210 2. AL.L GRADING SHALL. BE 1 X MINIMUM GRADE rTemecula, CA 92590 REWEWED FOR COMPLIANCE WI M TITLE 24 DISABLED TO INLETS FROM BUILDINGS, associa es ACCESSIBILITY ONL Y Tel: 951.491.6690 Fax:051e491•6605 APPROVEDY. � � IN FEET � 1 inch 10 ft. • PLANNING � CIVILINfi1NBERINQ � LAND SUAYFYIN{i � �M DATE CONSTRUCTION RECORD DATE BY REVISIONS AGC' 'D DATA .BUNCH MARK SEAL: Designed By Drawn By Checked By • .° SCALE e�oS1 Drawin No. w 3 1/2' DIAMETER ALUMINUM DISC, FLUS14 A•p W R 4 RECOMMENDED BY_.,�•�'" DATA:• " CITYq Con frac for q • r P.�l.L. M.A.P. DEPARTMENT OF PUBLIC WORKS IN CONCRETE CURB STAMPED RIVERSIDE Norizontvl `' G'.• COUNTY BENCH MARK T-46--81 RESET Plans Prepared Under Supervision Of Inspector w 1997 EASTERLY OF THS' CENTERLINE OT' No. 044899 ACCL"PTED BY.` i e� �t ' PRECISE �'�lNO PLAN h"OR., SR--79 A T THE SOUTHEASTERLY CORNER AS NOTED 'r � VATE. � �{ � ' � � Date �" OF THE BRIDGE' OVER SANTA GERTIRUDES Vertkol W 31/08 � R4JIIALLi J. PARKS .- Date Complete CREEK; 4.5' NORTHERLY OF" TF1 r E s ARK�A"PAIN'. -° D�'UTY DIRECTOR 0�'PUBLIC WORKS HARVESTON PHASES 1 & 2 V OUTHERL Y SIDE OF THE CONCRETE 044 99 r .:•::: 989::: $ MARCH �� 200 ' NEIGHBORHOOD12 SIDEWALK. ELEVATION = 1097.1 , R•CTE No. Expires i R.CeE. No. 10744 & Tres: SEPTEMBER J0, 2005 fah,*. og4 h t �' - . p NS S ee of 10 TRACT NO. 32169 PA 04-0080 • LD04-288GR i !J COKA ,.. , LIGHT P R LANDSCAI?.E , j too I• - -" 4� 6' - r. . PLA TSP Ci�,. i • - , le 0 doe 001 •', • E 4 PACES 0 9 ja (�1 C0049, 5 �. 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ALL GRADING SMALL BE 19 MINIMUM GRADE a One Ridgegate Drive,Suite 210 TO INLETS FROM BUILDINGS. SI 24 DISABLED WITH T TLE" RE�/IEWE'D FO'R COMPLIANCE W �. r-- N Temecula, CA 02590 ACCESSIBILITY ONLY IN FEETassociates 10 ft. Tel: 951.491.6690 Fax951-491.6695 r 1 inch APPROVED BY• PLANNIN CIVIL ENGINEERING LAND SURVOYING � AT � a 1 � NAME' D E • SEAL: �'" Designed By Drawn By Checked By Orawin No. CONSTRUCTION RECORD DATE BY REVISIONS ACC O DATE BENCH MARK �I �' „' DEPARTMENT OF PUBLIC WORKS SCALE RECOMMENDED BYlow-/ 1. ► w DATE: A. P.J.L. MAP, 3 1/2 DIAMETER ALUMINUM DISC, FLUSH �. W.R.O. -, IN CONCRETE CURB STAMPED "RIVERSIDE � n I �`�• fi,� c� , Con frac t or Hor�o tv fvly.ns Frepored Under Supervision of P �, p PRECISE GRWING PLAN R. COUNTY BENCH MARK T 46-81 RESET �, . DATE � 99 �' � ACCEPTED BY � o 1997 EASTERLY OF TIME CENTERLINE OF [' TED No. 0448 :. j, ,� RONALQ J. PARKS S 1 & 2 Inspector SR--79 AT THE SOUTHEASTERLY CORNER Ueg _ Bate - - .� . 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WATER METER VAULT•` ;' ,C7,V • ' 3 CONSTRUCT DEEPENED FOOTING PER DETAIL ON SHEET 2. PER DWG B04--3833 4 CONSTRUCT 3 CONCRETE SIDEWALK PER PLAN. CONSTRUCT TYPE' 3 WALL PER CITY OF TEMECULA r; , STANDARD PLANS. 9 CONSTRUCT MAIL Bq CONCRETE PAD PER U.S. POSTAL , }, C�T 600 DARY - PIRp� !' { REQUIREMENTS. r 13 CONSTRUCT SEWER BACKFLOW. 1 STREET LIGHTS PER LANDSCAPE PLANS. 7+oa 17+41.43 r `i 17 CONSTRUCT STAMPED CONCRETE" SIDEWALK PER PLAN. --- 18 COURTYARD WALL PER LANDSCAPE PLANS. ' C'9�' _� � i j r •dV 0 CONSTRUCT 4 PVC DRAIN LINE, 21 CONSTRUCT 0 PVC DRAIN LINE'.' •• r r r f •t 11 2 CONSTRUCT B PVC DRAIN LINE. rl e f 1► I NOTES. GRAPHIC SCALE 1. ALL PRIVATE DRAIN LINE ARE TO BE 1�" -- BU/LQ/NG AND SAFETY MINIMUM GRADE' UNLESS NOTED OTHERWISE. '0 0 0 �o �o �o On s rone Ridgegate Drive,Suite 210 2. ALL GRADING SHALL BE 1 MINIMUM GRADE REV/EWL'D FOR COMPLIANCE WITH TITLE' 24 DISABLED _ TO INLETS FROM BUILDINGS. -- Temecula, CA 92590 ACCESSIBILITY ONLY IN FEET associate Tel. 951.491.6690 Fax:961.491.6695 APPROVED BY.- 1 inch � 10 ft, � r: PLANNING CIVIL ENGINEERING � LAND SURVEYING � NAME DATE .� ACCO SIL: " ""' Designed B Drawn Checked Drdwin Na. CCNSTRUCTlON RECORD DA TE BY REVISIONS D DATE BENCH MARK q y By By 9 SCALEVAO ,�` Y•• DATER DEPARTMENT OF PUBLIC WORKS P.J.L. . #. '. RECOMMENDED B . .�''" 3 112 DIAMETER ALUMINUM DISC, `LUSH �� A.�� �� W.R.O. � Contractor IN CONCRETE CURB STAMPED RIVERSIDE Horkontol w �. ► ` • , Plans Prepared Under Supervision Of COUNTY BENCH MARK T--4s--81 RESET , p ,,..- o , ,� . PT y `" DATE: PRECISE CAWING,PLAN FOR: 1997 EASTERLY OF 1 HE CEN TERUNE OF No. 044899 ACCEPTED B Inspector AS NOTED ,; .:,� r - fres► �; ti SR 79 AT THE SOUTHEASTERLY CORNER -.. " °- RONALD J• PARKS PHASES2 ' HARVES OF THE BRIDGE OVER SANTA GERTRUD'ES' veltAcal w 31/06 DEPUTY DIRECTOR' Of PUBLIC WORKS g � '.:��=-� /''� • ,,. AR9 A. AARI a r... /, /'}'� CREEK 4.5 NORTHERLY OF THE CIVIL . .. _ Date COmplete�i��i w � �� '�f1....:���iT••••••• NEIGHBORHOOD 12 SOUTHERLY SIDE OF THE CONCRETE 044899 MARCH 31, 2996 C. N . 19744 Ex fres: SEPTEMBER JO, 2019 t�h�. �04� � Shee�of 10 J SIDEWALK. ELEVATION 1092 163 R,C.E. No, Exp�r�es A C E o �' � TRACT NO. 32169' PA 0 4 0084 .. LD04-288GR I MWEE--ME HARVESTON WA Y ....... MINIMUM* -"WOO i-►"" -- -' __'-- - --- ---�-----""rte -- \'\\ � N � lb 1000" � � ~ � PROPERT BOUNDARY �• N� BUI SING 13 B� 62 380.3 3 14.7' rp0 61 6`3 6t� � 59 65 66 w �g 67 LLJ 5� PVT, D RIVES �a co�R a � 8.8 LANA �� � ORT �� P 70 CL BUIL ISG 14 a 82 co �g 8 / %%J r. 78 � p ryDRIVEip D G 16 00'0 ou - P��' , c� ?0 8� g 85 � p,ND S8 s� LANE PVT* DRIVENagFRANKFnRTo � Lp � 1 � •. / 9 � BU N v i � l 460 -1-01000 co PROPERTY BOUNDARY ,� „ter - --- - •-•• --- r SA VANNA�I DRIVE .............................. ........... GRAPHIC SCALE � L u n s�ro m BU/LO/NG AND SAFEIY � 16 30 gp 120 One Ridgegate Drive,Suite 210 NOTE: ALL DIMINSIONS ARE PERPENDICULAR TO PROPERTY LINES Of? LOT CORNERS TO BUILDING CORNER. — Temecula,CA 92590 R�EWED FOR COMPLIANCE WITH T/TLE 24 DISABLED IN FEET ssociates Tel: 951.491.6690 Fax:951.491.6AGA ACCESS/B/L/TY ONLY � � PLANNING � CIVIL 6NGIN91HING � LAND SUNVlYIN3 � APPROVED BY.• 1 inoh = ao rt. SME DATE CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SCALE '���' Q�pFE53l Designed By Drawn By Checked By Contractor 3 1/2' DIAMETER ALUMINUM DISC, FLUSH �� A.pq rytir,0 p��. MA.P RECOMMENDED BY.• � DATE.• ?��4�' C�TY�F T�� "�iivL,/� D�owing No. � N IN CONCRETE CURB STAMPED RIVERSIDE �, � G y DEPARTMENT OF PUBLIC WORKS COUNTY BENCH MARK T-46-81 RESET horizontal � � � 6,. m Plans Prepared Under Supervision Of I _> Inspector 1997" EAST€RLY OF TME CENTERLINE OF � No. C44899 ACCEPTED BY.- � '`- ° P P SR-79 AT THE SOUTHEASTERLY CORNER AS NOTEDExpires l�,� DATE x� o S' 4`R" pr PRECISE GRADINQ PIM FOR, � OF THE BRIDGE OVER SANTA GERTRUDES vertical � �/�1/� * Dote ' f��''� �O� RONAlO J. PARKSDote Completed ' ,.Ys= HARVESTON �- PHASES 1 do 2 CREEK; 4.5 NORTHERLY OF THE �� 04 a MARK A. PAU DEAUIY DIRECTOR OF PUBLIC WORKS � ' �. ,�-.,.,�;� 50U7HERLY SIDE OF THE CONCRETE 9�� � � "'� X SIDEWALK. ELATION � 1097.163' R.C,E. No. C4�899 Expires MARCH �31, 2006 .,::::;� MEMR,C. No. 19744 SEPTEMBER ,�0, 2005 �o,�;eN$��oo�' NEIGHBORHOOD 12 w Min -------- TRACT N0. 32>�9 PA 04—0080 sheet 10 of 10 L D04 288GR