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HomeMy WebLinkAboutTract Map 32169 Precise Grading i GRADING N07ES: 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT GENERAL NOT S: � CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL PR I 3E (3 RA n__ 1N(3 PL4 /V 3 PA 04 0079 L (:3 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. HARVE%STON - NEIGHBORHOOD �2 - PHASES 3 4 & 8 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. i OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS TRACT NO. 32169 THAN ,l PER FOOT FOR A MINIMUM OF 3 FEET. (951)PHONE: 694-8411 � City of Temecula CalifomiaRWOL 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:7. 2. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF 1 d���` TEMECULA PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND 4, PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM xwv�sroN SPECIFICATIONS, DATED NOVEMBER 7991, AND SUBSEQUENT AMENDMENTS. war FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN �^p�^H 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 TOIIIIIIIIIIIIIIIIIIII,IlljlGE �?ITAPROJECT _ �� � FROM THE TOP OF SLOPES. APPLY TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN - - - � 1 BOUNDARY ��'�� PROJECT 79 ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, _ Siff 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. � - - _ - - - � _ � ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY � �y � - � -� � 15 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 4. ALL STREET SECTIONS ARE TENTATIVE, ADOITIONAl. SOIL TESTS SHALL BE �O � \ � 2�n- � S TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION � � •' E 3 '" 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA S PUBLIC WORKS REQUIREMENTS. USE STANDARD N0. 401 IF EXPANSIVE SOILS ARE � a, C \ � � - '� ,� �-- HET O DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH ENCOUNTERED. � � � LDp" '3 _ Z THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION �� � Z �� W -� �� / PROMENADE SHALL BE TO UNE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 5. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR O � � ,� SHE 5 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING �,� OLD CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL � 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. s, SOILS INVESTIGATION BY LEIGHTON & ASSOCIATES DATED FEBRUARY 5. 2003, TWO SETS OF THE --� � �' � �a � � � VICINITY MAP FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH ��. �� m � � 6 � N.T.S. SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN �. \ -• '. H Eos ,�� �,� LEGAL DESCRIPTION: ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE �� � RD N � �� `I� � , �� � TRACT N0. 31269, IN THE CITY OF TEMECULA, COUNTY OF APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. �1 �O � RIVERSIDE, STATE OF CALIFORNIA, RECORDED IN BOOK ACREAGE � $ � • � N E �`q� 379 PAGE(S) 70 THROUGH 71 INCLUSIVE, IN THE OFFICE PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 No. ° / � '� OF THE COUNTY RECORDER OF RIVERSIDE COUNTY. 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT GROSS ACREAGE 3.65 ACRES CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. DISTURBED ACREAGE 3.65 ACRES � - - �y' WK 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 EARTHWORK NOTES.* CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION, SLOPES OVER 4' IN VERTICAL HEIGHT KEY MAP LEGEND SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. CUT 2900 CY SHEET 10 FILL 2900 CY 1. FOR ROUGH GRADING PLANS AND IMPROVEMENT PLANS, 12, FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN EXPORT 0 CY SEE COUNTY OF RIVERSIDE DWG. N0. LD04-208GR AND TM CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING � INDICATES SHEET NUMBER 32169, RESPECTIVELY. TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, SUBDIVISION BOUNDARY _ _ UNDER THIS PERMIT ONLY AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL BUILDWG NUMBER BLDG. N0. 1 KEY MAP �. 2. PVC STORM GRAIN (10" DIA. & SMALLER) IS SHOWN ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. STORM DRAIN - - - - IN SCHEMATIC. CONTRACTOR SHALL INSTALL PER SCALE: 1"=100' 100 0 50 100 200 300 MANUFACTURERS SPECIFICATIONS. 13, TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE WDID #: 9 330328776 STORM GRAIN STRUCTURE D - 3. FOR DETAILS OF PATIOS, STAIRS AND RAILINGS, SEE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND EXIST. STORM GRAIN -- - - - ARCHITECTURAL PLANS BY DENNIS J. FLYNN ARCHITECTS. DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING GRAPHIC SCALE OPERATIONS. CONSTRUCTION NOTES: 4, FOR FENCING /WALL LOCATIONS AND DETAILS, SEE LANDSCAPE ARCHITECTURAL PLANS BY HOWARD ASSOCIATES. 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. 01 CONSTRUCT PLANTER DRAIN PER DETAIL 57 RA. ON SHEET 2. 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) � 02 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. 179 �. THESE PLANS SHALL BE 4" SMOOTH WALLED RIGID PVC SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER SOIL � `�` � � � � � � � � � � � � � � � �� � � � � � � PIPE UNLESS OTHERWISE INDICATED. ALL STORM DRAIN ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. � � IQ5. a �3 CONSTRUCT EXTENDED FOOTING PER DETAIL � � Eq, LINES SHALL HAVE A MINIMUM SLOPE OF 190. � c� � � � � � � � � � � � � � eQi �� � � � 10. � ON SHEEP 2. 16, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF a �� � �' �" �' � �' � �' �' � �� � '�' �' ��" �' � �" �' � �' O4 CONSTRUCT 4' CONCRETE SIDEWALK PER LANDSCAPE PLANS. 10,300 S.F. 6. PLANTING SHALL BE DESIGNED AND INSTALLED IN SUCH A WAY THAT IT DOES NOT OBSTRUCT OR ALTER BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH � �� �� Q CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE g Eq, DRAINAGE PATTERNS OR GRADING SHOW HEREON. RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT ARCHITECT PLANS. GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE P� �" �� � � 7. FINISH GRADE ADJACENT TO BUILDINGS SHALL BE 6" �c Q� -- Q6 CONSTRUCT TYPE 1 WALL PER CITY OF 7EMECULA 85 L.F. MINIMUM BELOW FINISH FLOOR SLABS GIVEN. 1 STANDARD PLANS. � 1 O9 ENHANCED STAMPED CONCRETE PAVING PER LANDSCAPE PLANS. 2,860 SF 8. STREET, CURB, & PAD ELEVATIONS ARE PER EXIST. PLANS & 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS � .�' SHOULD BE VERIFIED IN THE FIELD. IF ACTUAL ELEVATIONS VARY f � � HP PER PLAN 0 CONSTRUCT RAISED STEM WALL PER STRUCTURAL PLANS. 5 Eq, OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION & SEDIMENT CONTROL ORDINANCE N0. .. � I �? � FROM THOSE SHOWN NOTIFY THE F WORK AT S E0 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES 0� � � � / - __ � } �� � �' (01 CONSTRUCT 1" DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. 41 L.F. (619)641-5900. PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. 4�Q� Q� �� G P� P� y'�Q� �Q� � � ;12� � PER P� 03 CONSTRUCT UNDERSIDEWALK DRAIN PER CITY OF 1 EA. 9. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS DATED � � �� � � � � � � TEMECULA STD. 303. 06 01104 BY DENNIS J. FLYNN ARCHITECTS. 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO P � a �j 14 ELECTRICAL TRANSFORMER PAD PER EDISON STANDARDS. 5 Eq, � OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. �c P � � �� � Q. �� Q. � � Q. �� � � � Q STREET LIGHTS PER LANDSCAPE PLANS. 16 EA. NP P� p� � z c�, �i � � �� � � � %Ix � ra � � � �� � � � � �� J -SIZE PER PLAN CONSTRUCT STAMPED CONCRETE SIDEWALK PER PLANS. 10. FINE GRADING AND SWALES SHALL BE INSTALLED TO AVOID 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO � � °� c� � Q. � � �� � �' �� �' � � 9� � �� 8 COURTYARD WALLS PER LANDSCAPE PLANS. 411 S.F. PONDING OF WATER AT MOW CURBS, HEADERS OR ANY OTHER COMMENCEMENT OF ANY CONSTRUCTION/GRADING. I � � 8 50 �• OBSTRUCTIONS. STEPS PER PIAN STEPS PER PMN STEPS PER mpg p� pLq�y STEPS PER PLAN 9 SAWCUT, REMOVE AND REPLACE EXISTING SIDEWALK, 6 S,F. GF PER PLAN GF PER PLAN GF PER PLAN GF PER PLAN GF PER PLO 2� �. 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A � � CONSTRUCT 4 PVC DRAIN LINE. 1,100 L.F. 11. TEMPORARY EARTH BERMS AT THE TOP OF SIDE AND REAR PUBLIC RIGHT-OF-WAY. � � B� � p� �y G PER PLAN � 1 CONSTRUCT 6" PVC DRAIN LINE. 560 L.F. SLOPES, BETWEEN LOTS, SHALL BE REMOVED AT THE TIME OF HP PLAN FL PER PLAN PRECISE GRADIN, 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT � 63� CONSTRUCT 8 PVC DRAIN LINE. 340 L.F. ' / p�q�y GFURP F P� P� CONSTRUCT 10" PVC DRAIN LINE.AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 2 GF PER PIAN GF PER PLANGF PER $IAN r s r W s r � �� 260 L,F. DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL � - CONSTRUCT 12 PVC DRAIN LINE. 50 L.F. TOPOGRAPHY BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ! � 1� � TO Pffl P� 5 CONSTRUCT CONCRETE MAIL BOX PAD PER U.S. POSTAL REQUIREMENTS. 4 Eq, I � � 6 PATHWAY LIGHTS PER LANDSCAPE PLANS. 43 �. 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 i � ' RrM Et.�v W 12+�� TO PER PUW 12+50 WAS FROM SHOTS TAKEN BY LUNDSTROM AND ASSOCIATES CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR � S � � �7 TELEPHONE PEDISTAL PER VERIZON PLANS. 4 EA. DATES SURVEYED 11-26-03 AND 12-01-03 FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE ELEv ' PER PLAN w � p� p�J �0 REMOVE EXISTING AC PAVEMENT. 1,440 S.F. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES 11+50 FS PER PLAN Q REMOVE EXISTING WHEEL STOPS. 8 EA. FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. Q2 CONSTRUCT MODIFIED I" TYPE "D-6" CURB. 2 L,F. OWNER/APPLICANT o FS PER PLAN WILLIAM LYON HOMES., INC RIM EUV Q3 REMOVE EXISTING SIDEWALK. 871 S.F. 11800 STERLING AVENUE, SUITE A � PER P� � REMOVE EXISTING RETAINING WALLS. 3 �• RIVERSIDE, CA 92503 REMOVE EXISTING PROJECT MONUMENT. 1 EA. PH (951) 637-2260 LD05=�090GR 1 1* REMOVE EXISTING FENCE. 250 L.F. FAX (951) 637-2251 BUILDING AND SAFETY r!, �u n d st ro m One Ridgegate Drive,Suite 210 � REMOVE EXISTING SALES TRAILOR & RAMP. 1 �• EXEMPT FROM TITLE 24 DISABLED ACCESS REQUIREMENTS Temecula, CA 92590 7YPICAL BUILDING PRECISE GRADING associa es Tel: 951.491.6690 Fax: 951.491.6695 APPROVED£D BY A o � PLANNING � CIVIL ENGINEERING � LAND SURVEYING � SCALE 1`-20'- CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By � * Drawing No. 2 N 3 1/2 DIAMETER ALUMINUM DISC, FLUSH SCALE �Q�OFEASS�� Ill� wR.O. L & A M.A.P. RECOMMENDED BY / �C,C DATE ✓ �� CITY 0#V rAFAfAFC11LA DEPARTMENT OF PUBLICWORKS Contractor � Haiiontol IN CONCRETE CURB STAMPED RIVERSIDE s Prepared Under Supervision Of - O � COUNTY BENCH MARK T-46-81 RESET � �^ p p 1997" EASTERLY OF THE CENTERLINE OF � No GN899 � ACCEPTED Bl! ��'-" DATE.�L '�� �a ° ��'o � ��� � � PA 04-009 °� Inspector SR-79 AT THE SOUTHEASTERLY CORNER � NOTED * � �.� * Date G'��.�.-� /�OIYq(p J PARIS RVESTON -� PHASES 3 `f' � G7 OF THE BRIDGE OVER SANTA GERTRUDES y"�/ s ��1/� 1� MARK A. PAUR OfPUIY DIRECTOR Of PUBLIC WORKS �_� _ "_•'�R . Dote Completed CREEK; 4.5 NORTHERLY OF THE 4 CIV11. p�� �o • NEIGHBORHOOD 12 ~� SOUTHERLY SIDE OF THE CONCRETE � R.C.E. No. 044899 Expires MARCH ,31, 2006 R.C.£. No. 19744 Expires: SEPTEMBER ,30, 2005 f�'°�:°��• TRACT N0. 32169 PA04- 079 Sheet f of 13 SIDEWALK. ELEt�AT/ON = 1097.163' z � GRATE ELEV. SLOPE 17o MIN. PER PLAN � � TO INLET -" LEGEND SYMBOL DESCRIPTION 4" P.V.C. PROPOSED RETAINING WALL N � TYPE PER PLANNDS 12"xl " ADAPTOR I ,Q S N0.75 (NDS-1230WITH 12"xi2" 4 ATRIUM GRATE QUARE GRATE (NDS.--"1211) OR EQUIVALENT OR EQUIVALENT. GRATE EL � Q PROP. GRADE 1100.2 PER PLAN FINISH GRADE � PERCENT OF GRADE SLOPE � 1� MIN. � �2q 1112.0 0 \ GEXISTING M DRAIN 0 a SWALE FL EXISTING SEW _ ER -� 0� CAP 0 1.0' 1� � EXISTING WATER —W— —W— / BELOW SURFACE GFF ELEVATION TC EXISTING EDGE OF PAVEMENT FLOWUNE P�(C STORM DRAIN PROVIDE WIRE & "T" POST WIRE � 12 OR �' 1 1 1 1•0 �6 PER PLAN 4 PVC 0 1 XMIDI. SLOP UNLESS OTHERWISE SPECIFIED HEAVIER EXTEND 2' � � EXISTING CONTOUR — ABOVE GROUND AT 780.9 —. TIME OF BACKFILL DEPRESSED EXISTING ELEVATION -- CURB & GUTTERPRIVATE INLET "" YARD !)RVN q►" PVC � �'� DEPRESSED CURB ELEVATION SOC 1100.83 FOR USE IN TURF AREAS 1!� MIN _ � � ( ELEVATION TOP OF CURB ELEVATION TC 1102.87 NO SCALE FL 1110,90 D�'PR�SSED DRIVEWAYAPRON 'GRATE ELEVATION ' 7.3 4'x4"x4" PVC WYE G 34 NO SCALE FLOWLINE ELEVATION FL345.30 NDS N0.75 � I � � SLOPE (CUT) 2:7 MAX V 4 ATRIUM GRATE 10 PVC � 1�'o MIN OR EQUIVALENT � F�„107. � 190 MIN � FL 1105.28 GRATE ELEV. FINISH GRADE SWALE --• ..-- PER PLI SLOPE 0 1X MIN. 10"x4"x10" PVC WYE EXISTING 10"x4'X10" DC DEPRESSED CURB PVC WYE PER STORMTOP OF CURB r (� 20' 5' S' T DRAIN PLANS TC �, TEMP. FS FINISHED SURFACE Z PAD 1 BERM FG FINISHED GROUND 4" PVC, 12 PVC 0 18.32 12 PVC 0 23.8194 MIN, 1112. 71N TOP OF WALL RISER � PER STORM DRAIN PLAN PER STORM DRAIN PLANTF PROP. FINISH GROUND TOP OF WALL FOOTING —�,— — I � 231EC END OF CURVE OR AS SHOWN 2� Ali �% MSN PER ROUGH GRADING BC BEGIN CURVE IX MIN. SLOPE 12"x 1 0" PVC RISER —� ^ 12 x10" PVC RISER 2 SAVANNAH DRIVE VC VERTICAL CURVE FL 1102.87 SWALE � 1% MIN BVC BEGIN VERTICAL CURVE ON PLAN FL 1104.41 � EXISTING SIDEWALK _ r DENOTES ELEVATIONS EVC END OF VERTICAL CURVE SEE SHEET10 E SHEET 9 DUAIL A DEl Al L B JE��IO►V A—'A SHOWN ON PLAN EXBW EXISTING BOTTOM F WALL BW BOTTOM OF WALL NO SCALE NO SCALE NO SCALE TOSW TOP OF STEM WALL FLOWUNE 4" P.V.C. (TYP) OR PER PIAN PSR POINT OF CURB RETURN SIZE AS SHOWN PER PLAN UNIT NUMBER Am.120 PRIVATE INLET — PLANTER DINN 50.5 PLAN ELEVATION TYPE (R=REVERSE) CHD NO SCALE 1113.0 FINISHED GRADE FINISH FLOOR ELEVATION FF PER PRECISE ADDITIONAL RAISED STEM GRADING PLAN GARAGE FLOOR ELEVATION *G CAP 0 1.0' WALL HEIGHT (SW) (4 INDICATES DROP GARAGE) / BELOW SURFACE SEE PLAN TOP OF STEM WALL PAD ELEVATION PAD PROVIDE WIRE & "T" POST GARAGE FLOOR ELEV. .' • SEE ARCH. PLANS ''I'll'':=J� a WIRE �f 12 OR '-�-' 11112,0 EXTENDED FOOTING EF HEAVIER EXTEND 2' � � Id — — BACKFLOW PREVENTOR � ABOVE GROUND AT � _� 50.8 TIME OF BACKFILL .'.' A" •we s-•�:..•e �� � � ROUGH GRADE SwALE HIGH POINT ELEVATION Hp �(Tjjj� PAD ELEVATION WALE (1� MIN) FOR DETAILS SEE SPOT ELEVATION STRUCTURAL PLAN ��� �':•• f ' RIGID PVC STORM DRAIN 0 1Yo M!N �-� (4" TYP-SIZE PER PLAN) I I PLANTER DRAIN SEE PLANTER DRAIN DETAIL THIS SHEET O RAISED STEM WALL YARD DRAIN NO SCALE SEE YARD DRAIN DETAIL THIS SHEET ❑ I DEEPENED FOOTING ..�,.,.� (EXTRA DEPTH PER SOILS ENGR) 12" PVC 0 17o MIN 4" PVC SEWER LATERAL O FL 1110.12 FINISH FLOOR SEWER MANHOLE PER SB-53 Q � 2" FIRE SERVICE EXISTING 12"x4"x12" OF PVC WYE PER STORM 1 1/2" WATER SERVICE OW DRAIN PLANS • " •' ` -•'- •''= .�� �� �v � '� ` '•' PAS FORCED AIR UNIT PER ARCHITECTS PLANS ' � ' • '• '• EXTENDED FOOTING (EF) •'wI• OF PER PLAN FIRE HYDRANT —� 12 PVC � 10.00% MIN. ��� I.' '•' FINISHED GRADE STEM WALL ZA PER STORM DRAIN PLAN � �♦ T�TI� ..s° _ — — —_ / FOR p 'TAILS SEE ITI ' ' —' TEMPORARY SALES TRAILOR FENCE STRUCTURAL PLAN T�� '• • ��� MIN FOOTING MODELS FENCE —p-- I � ••• '4 DEPTH PER •• �s• STRUCTURAL PLAN 12" PVC RISER = STAMPED PAVEMENT PER LANDSCAPE PLANS FL 1108.21 PLAN 1 PLAN 2 PLAN 3 sE� sHE�r 7 GARAGE FLOOR AT 2Z + + + } TYP DETAIL C EXTENDEi9 FOOTING ICAL BUILDINGS NO SCALE � SCALE : l=20' Na SCALE NOTE: L� � s ro m One Ridgegate Drive,Suite 2'10 TOP OF CURB TC AND DEPRESSED CURB (DC) Temecula, CA 92590 ELEVATIONS SHOWN FOR REFERENCE ONLY. SEE STREET +associates Tel: 951.491.6690 Fax: 951.491.6695 IMPROVEMENT PLANS LD04-253C0 FOR CURB AND GUTTER � CONSTRUCT ION. � PLANNING � CIVIL ENGINEERING I LAND SURVEYING � A CONSTRUCTION RECORD DATE BY RE{/IS/ONS ACC'D DATE BENCH MARK SEq(; LD05=mw090�R ?� SCALE Q� F�ss�py Designed By O�awn By Checked By , •� Contractor 3 1/2 DIAMETER ALUMINUM DISC, FLUSH �yc A.p RECOMMENDED BY / DATE.• �J OS' C/TY OF TE/y1ECl/LA DEPARTMENT OF PUBLIC WORKS Drawing No. !N CONCRETE CURB STAMPED "RIVERSIDE �I��o� e���r� qG�ti� W.R.O. L d� A M.A,P, I- � COUNTY BENCH MARK T-48-81 RESET � �+ Plans Prepared Under Supervision Of � S 0 Inspector 1997" EASTERLY OF THE CENTERLINE OF N0 A$ NOTED � M � ACCEPTED BY. � DATE E. IZ �•� ° T �+�E �RAD�NQ PLAN F�l�' PA 0079 SR-79 AT THE SOUTHEASTERLY CORNER * res * /,�� �.,�••QS _ a Dote Com late OF THE BRIDGE OVER SANTA 6ERTRUDES y��� �, 031/08 � - - Date �p a pq� HARV�STON -- PHASES 3 4 & 8 ' p d CREEK; 4.5 NORTHERLY OF THE � �����, �a� MARK A. PAl1 DEPUTY DIRECTOR OF PUBIJC WORKS � :` _ '�`� , $ SIDEWALK.SOUTHERLY SIDE ����ONNCRE�„�� R.C.E No.. C44899 Expires BCH �1, 2006 R.C.E. No. �9�44 Expires: SEPTEMBER ,�0, 2005 °'�o,�s��:�:�� NEIGHBORHOOD 12 Sheet of 13 � � TRACT N0. J2169 PAo4.007q -,--- � "..+• �r .... ---' yam"+ -_ � �" �w '• '""`-.wrwr ,,,..••- ' �- •--w" ' VILLAGE DRI VE � � "'fir.., '""`".r' '-- - ... •�' • 'a- +rw.. ` +rrra"r rr"rrw. `�'�•. wrrr.r.w +r.r.rwwr wrrrrrrr �...wrr.r wwr.�.r.+ 10 .... - FOR S TREE r I MPRo vEMEN T DWG. LD04-208GR "aniannial 11,1111111111111, •NrrNN•meow rrrm•rMY arwr..rrsN• M EXISTING 6" F.H. PER STD RW-8 r r .--� 11 ,5 K FOR GAZEBO SEE EXIST. 3' J LANDSCAPE PLA P.U.E. �� 8 RPBE EXISTING 8 SIDEWAL 8 NS .,• EXIST• -24 85 \ a o of 12'9 13'3 PROPERTY BOUNDARY 6 METER PER R0 g Z:1 f5 L=176.35' f 5 ROPE BOUND EXIST. 5, 6.2 EXIST. - 4285 1Z•� 5 1 R=5 13,00 3•� VE-RI EASEMENT T R RGWp D 2 s �� .�,�. . � ,�.,..�. 1 ZON CAL IFORN 0 PE11 R �F awww" NOON" menlF5 IA INC. Z) W19041#48 Q�1 � DD FS 3• - o 0 5� ,,, .• 1 Al 17 � ,3�� CONNECT TO 8 PVC DRAIN LINE Jp I Nr ,9 �e � g p �.. 16 39 1 A5� 9l Q GRED 12 50 3,34 13• J ti� o '` R=587• FS PER DWG. L004-26 1GR \ F �, Q. o 00 �0 L 177.01 `F S lF 5 � 64 O Off. -t• o N f- 00 - a, a? �'' C) IN%114- 4 001 ► 00 C3 FL 108.2 0 ,r R! o �, ai L2 o --------- EASEMENT TG 13.25 3�� ,� S ,� 0 0 o w --� ►� o CWp WATER \ 00 18 IMP.- 0Q! -� -,. o 00 Q `�' r- FS 15- 10 SFS 10. x Q O• 4° °� mom__ 52� o _ 0 \ <rc FG IN PER 1Z'6 �, N �� 0 16 14.9 1 D. 1 .4 �12 STORM DRA 0 5 y 6 1. ,. FS 15.00 0 22 _ 'cam 1 �� Q. . • s DWG. 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G 14.8 A ► c�► 1 12 S GR � �': 1 15. 1 G 15.20 FG LSE S� -� \ cp_ �`� 6 2C FL 1,2.74 - Z \ 0 1 �� �' G HP SEE` MOD FL 13.20 \ -o 0 71y FF 1115 EL PRECISE G- � � �, � . 75 GRAD - \ D n -1 o 0 S ING PLANS � o �, � �, � � , � PAD 1115.00 � 1 \ '� �`` `' �' �S5 4 ' PVC a � 0eN \� �'`� � 3 � 1Z � �• ' � ' 1Z r Z cAill � N S \ \ F G G 1 1 ....� -� 2-5. 7" S 7 2RB 15.0 STEPS 1 HP EXIST• \ � � � STEPS 90 XRF2X � B 5- 8 � � X1 .8 2-5. .4VERIZON ASEMENT T 4 �` X0 7C \ \ X X 12 ` X X GF STEPS 4XR.�' ' ` 2X X .8 1�7.8 B AL IFpRNIA INC. G S \ '� 12.OD .�� -a � TEP Z „� g6 \ go I X X 14 01 5.4 PROPERTY \ \ 09 V ,�. -�'" Z. _ F. C X _ STEP 1 1 ` MA Bo PAD X X GF 15. 10 BooNo � 2 � _,.� F� 3 �. X X � G - ARY �� \ 2. D X ..•►" F A , s: - S LA X X GF 15. - . • �� 1 ► _ SCA PLANS X X X 30 1Z s FG 12.3 X X X X X x X X X TC 09. 1 \ fc S o X �, GE ., K 00 X X X X 15.0 2�' 7� oR s FG 15• x x ��• o � � E ssE -_-- t X X X x x Fs . _ � � ,, 0°� G� g• x X a Z� RE 12 --ti� _ � x X X X X w� = o�• \ F ° X X X x ssl _ IX9 X X x X X G 14.8 6' � • (• � � PO 9 � � X x X X TL X X X 13.o0 X X X X '�~ FO 19DFX X X Xrni- b1 ,► Z 2.C� X X X a,3 � X Xpg,06 12. �, G �G X X X X CONC. UTILITY PA ' L E G rn D X G 15., •�' cn \ a F ` X X X � X GF XI 4.40 X GF 14.4 0 GF FS 15.5 o X \ X X 14.40 � �� `? FL 13 �2 - X X X X X GF 14.90 16.0 • o \ 1 __ X X X ca GF 15. 1 1D S w x d 0 Tosw - \ •oo -� X X X A. N s w - � G 1Z o G 1 �2 � -.rte ____ S , • � G w a 1Z• 1x 010 8�) V c o \ 3 0 \ 0 6`�fG \ I o ril� o 0110 W-0 CID "iIj will Sj 0� 010 ffi AWN 2. 1 N v Q) v o DEPRESSED CUR 50 VC Q) .o• �. o D 12' W w RIM = 1113.56 N N .09' .�RDG G PL 4 D PSS to k A \ � - 1Z• ods DAN ; oO 12• � � r cogD 12 �,• 12+00 o FOR T . . ._ � - �s� � o �o � D REE T 1 +50 C&%6TRUCTIONNOTES: \ � �„� S� \ �, N 1. RSG O v, � 3 pG 30 '� •� V - 1114 7 IMPROVEMENTS SEE 2 -b D O L ,, -�, ', Q ---- DWG7 L 14. J �- os.42 .Na._�� �, ►___.___ . . , .. � ... .�.. ..�.. �.�.. . -..�. ..�.�._ ...._. ,.... ..I,y.. .._..N. N.NN .,.�. �.... ....r.. ...N..N. .m.,N..,. ;....N. ....... �.,�.. ....... �.,.N.. ..m.. ...... Romanians, .. .... 2 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. F n \ j 12• ( o 9 h �" � a G %0- - �r S� - c� w ry b cvT VT. -DR- IVE � 3 CONSTRUCT EXTENDED FOOTING PER DETAIL �°� a \ o F 12.3 12• Q P _ ��► w `� ^� ON SHEET 2. '�' • �7 \ �, \ ---�. o �2 � P�- � ..� � . (TC 08. 17) CIA 4 CONSTRUCT 3 CONCRETE SIDEWALK PER P \ 96 N 5 s G •o •g9' 11 45 �- w I �, E LAN. 112• v �� �--- 5 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE s�° to �;? �, �. ;� ti`ti �� Zs� ,,,• '� R - 11 w w \ s G I ti d Q ARCHITECT PLANS. As o \ o - 4 P s -60 FG 14. 6 TYPE 1 WALL PER CITY OF TEMECULA. -#11 � p 0 - R 9 ENHANCED STAMPED CONCRETE PAVING PER LANDSCAPE PLANS. - -- » 02 � �� PLL o� P5E 1 CONSTRUCT 1 DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. 3 9 s® o � O G• 10• P �.� �.., - �• - - � ,-- . 0 STREET L I GHTS PER LANDSCAPE PLANS. 0�'3 ' 86 -�-" '� � ��P D'� 'o 1 1p� 36 h OF E p,M �0 10l pCR p1 w . 8 COURT YARD WALLS PER LANDSCAPE PLANS. CONSTRUCT 4 PVC DRAIN LINE. 1oV35�. �9 oR �.P ' UTILITY SLEEVES f • 4� •°� F- � �' E� -� � � h PER LANDSCAPE PLANS 3� S O ,8 ®�•1 2 CONSTRUCT 8 PVC DRAIN LINE. NG `� - Dfc.�- pZ , -� 16 L 0 RP -• ,�o � ; �� o 6 PATHWAY L I GHTS PER LANDSCAPE PLANS. - - •Zti sE 0I �N o TC o• 9 7 TELEPHONE PEDI SIAL PER VERI Z ON PLANS. P DSD D `�' ,� �' F � pg p� �, o •�, � F ZD�� t� o _ � • 2 CONSTRUCT MODIFIED 1„ TYPE '-#D-6"' CURB. s 07.09 TC )1.48 -W F� GRAPHIC SCALE NOTE: 10 0 5 10 20 40 NOTE: M. One Ridgegate Drive, Suite 210 ALL WALKWAYS ARE 3' WIDE UNLESS s ro ALL PRIVATE DRAIN LINE ARE TO BE 1% � rl Temecula, CA 92590 MINIMUM GRADE UNLESS NOTED OTHERWISE. 07HERMSW NOTED, SEE LANDSCAPE -�1 PLANS. Qassociates Tel. 951.491.6690 Fax. 951.491.6695 ( IN FEET ) N PLANNING CIVIL ENGINEERING LAND SURVEYING 1 Inch 10 ft ~` G LD- 0-5- 090GR q) CONSTRUCTION RECORD DA TE BY REVISIONS ACC"D DATE BENCH MARK SEAL: Designed By Dra wn By Checked , ' SCALE oI EsS/o Drawing No. a� ,� 4� Nq RECOMMENDED _ � 019161.4VrT� aN BY. _ _ F DATE.3 1/2 DIAMETER ALUMINUM DISC, FLUSH A•pW.R.O. L & A M.A.P. DEPARTMENT OF PUBLIC WORKS Contractor IN CONCRETE CURB STAMPED RIVERSIDE �� Honzontol � �' z Plan Prepared Under Su envision 0f COUNTY BENCH MARK T-46-81 RESET w P P T DA TE. It ��� t��OC� IG NGr PA 00079Inspec#or 1997 EASTERLY OF THE CENTERLINE OF AS NOTED � No. C�4�4899 �" ,�-�-• ACCEPTED BY.• � � SR--79 AT THE SOUTHEASTERLY CORNER * Exp'res �,,, •. S IF == OF THE03/31/06 Date RON" J. PARKS �7�. - _- .: RVESTON ,,,._ PHAS4 8v .. BRIDGE OVER SANTA GERTl4UDES V"Ca/ �, MA DEPUTY DIRECTOR OF PUBLIC *VRKS d- �Mw 3, n v Date CompletedCREEK; 4.5 NORTHERLY OF THE RK A. PAURFv SOUTHERLY SIDE �� ''d -- --- oF THE CONCRETE F 644899 MARCH 31 2006 r� ...-� . 1 , ` • SEPTEMBER 3d afo- �s$1f.. NEIGH SIDEWALK. ELEVATION = 1497.1 R.C.E. No, Expires R•C•E. No. 19744 Expires. , 2d 45 o� s3 � Sheet � of 13 �� TRACT No. 32 1 69 PA04 0979 .. i w n 1W ....................... WSTIW--6 F .J PEI? STD RN-8 . . > - Tr .0p fill ._,.. =177• �9 00 � _v mx- R-587.17 1s39 "- � to l��_... _ ro - cz v LA C3 N 101 u- ` F S{ 5 1 ' 1-3 .__ELE TRANSF�--- _..__._._• _ _ _... _ t•t-19 PER EDISON PLANS. G 15.50 P1 13.50 F , 115. -�VrA . 22 14.9 _ / _ - 15.50 - - _ - _ 15:5 _ - "G 5.50 --'' _ - .fL 12.v�0".- � '- � -- - - - 111 - t . _ G - _- FL 1 . � � _ .1 >5D a'� \ 2 _ FL 12.46 2. 1 - FL -t2.43i- - - - - - .72 .� - - - __ _ G- �, FL .42 Poll �� FL 12.31 _ � � 1 3.DI � �_- - 1%3045N ' - � " `' 22 22 -o ''�� � '13.x'- F -15 FL 12.63 28 FL 12.81 - fT. 12.94 L 14.20 - _ �, -13 ____ ,.. , ,. ,_... _ - - r 21 G 155 *,-*,-..- • . 2p ---- -- --..- .. .. . . ,. ---- - - _ r FL 13.5 \ • 00• n rill ' - 5 50 �-. C 5 0 G 15.50 0 G 1 .5a 20 �._ -G D G 15.5D 21 -� �---- - 20 21 .--= 20 x ���,� h L 1 .50 __... G 15,50 20 FL 13.50 FL - _ 20 20 G__1 :5( G 15.50 18 - - F , 1 50 0 _ FL .5D 20 FL 13.50 _ - I _ .50 �� FL 13.50 26 0 � �� J, _ o ` 0 ca 6) 11A to Or 20 t h - 1D 57 • • 4 \ G 14.8 - h \ FL 12.74 G 15.20BUILDING 3 , 13.20 J�b 4f (38_PL_:RE 4 Pv&- - 00 � �` fTC y .. 4 I FF 1116.45 , ��• _. \ >16 I \ ,� 8 _ I PAD 1115. 7 h. .00 , 15.0 20HP 9 i .� - '� A 4x 5 - 1.0% MIN RE1 I--I- 3B a• 1 15 co 4 �' - 1 RB 2RB k - I �. 2XB G 15.30 - I --- .1-6 s �• 1B50. 0w 15, - 1-s S �, 3XRB ^ G 15 o FL 13.8s 34 fillI TEP 1-4.2 STEP 1. 4,2 STEP - » ,. L� Q 1% 1 5.4 STEP 1-�.s STEP �• FL 1 00 _ E �S• "� L5,0 I � x x GF o5.95-.__�._ ___._- __ _. c� \ o x GF 15.95FS GF 1s. 10 - ;r - S� 5 �� 0q GF 16, 10 GF 1 s.0015.90 �� \ ois GF 20 _''_ BOR - - - S� r G 14.8 _ X X X - 14 F \ I X X X L 13.00 CMC- UT• L I TY X X145 wo 5 - XX (o n.� 4 - ry 6.D D _ - .10X , --._. ..,.... T SW - FS 161, - to 10 • 1 15: X X GF 05 75 15. `� GF 15. o r I r h• ^ u, �' 15,eo I �' , Com' 15.717 _ \ w S w S w s � S 16.10 ' w s , w w s O • TC 15- g C n7 1 15.28 _ - °� p TDc 15.641 . >Mill s \ �. o 6 � PVC SEWER _ oR D L'ORATIVE' PAVING ,� � CONSTR(JCTION NOTES: SEE S o� 3 00 I - CAPE PLANS �•s o C, '�� 0.6 �``� s ASO+ - FOR�TREET 12+50 - ._._ _ 1 IMPROVEMENTS SEE - CONSTRUCT PLAN TER DRAIN PER DETAIL -fig ---�---- --�_--.__ � co � � \ - � ti 4-Ao r C 5 122 ON SHEET 2. ► . .. - .. . . . ... . .. .. ..m. __.. , ., ,°'--. o ,� 1%%%b Y 1 1 00 2 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. 8" VC WA TER ,` -- -- . • _ " 4 CONSTRUCT 3 CONCRETE SIDEWALK P . DC 15. 10 PER PLAN. 3 I TI 14.95 ti. 15.0 DC 15. 14 15. 1 9 DC 15. 19 15. 1 � ,�. `ti '�► \ DC 15. 3 '��' CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE I TI�N e� CJ00, ARCHITECT PLANS. ' 6 CONSTRUCT TYPE 1 WALL PER CITY OF TEMECULA to .. ... ,.. o - '�`�' • rs _ - STANDARD PLANS. � � X w -` w SOW --- i W� � O h 15x X h �s h X - 15. GF 15.3D 15, • �� •�� , \ • 9 ENHANCED STAMPED CONCRETE PAVING PER LANDSCAPE PLANS. 15,, p h _ 0 CONSTRUCT RAISED STEM WALL PER STRUCTURAL PLANS. I I i • r, X x X � CONSTRUCT 1 DEPRESSED CURB IN FRONT F �1► OF TRASH ENCLOSURES. � � o � ..- X X x T \ • 14 ELECTRICAL TRANSFORMER PAD PER EDI SON STANDARDS. x - - - 6 STREET LIGHTS PER LANDSCAPE PLANS. _-- -- --- - X X 0 19 17 X \ `� �._ 3A X 10 ry ' COURTYARD WALLS PER LANDSCAPE PLANS. -� I _ „ _ - X X X x 2XA 4XRA 0 CONSTRUCT 4 PVC DRAIN LINE. I x 2RA 1XA GF 15.45 GF 15.45 GF 15.50 GF 15.50 - , - - - • 1 CONSTRUCT 6" PVC DRAIN LINE. X X GF 15.40 -g STEP 1- -,. _ � 2 CONSTRUCT 8" PVC DRAIN LINE. ��., g - _ STEP 1 5.4 STEP 1-5.4 5TEP 1-s.s'� 5TEP - - r PATHWAY LIGHTS PER LANDSCAPE PLANS, - - - - s TELEPHONE PEDI SIAL PER VERI ZON PLANS. `. NOTE: n s roOne Ridgegate Drive, Suite 210 GRAPHIC SCALE , �0 o a 10 20 40 ALL WALKWAYS ARE 3 WIDE UNLESS Temecula, CA 92590 O7H associates ER WI S W NOTED. SEE LANDSCAPE Tel: 951.491-6690 Fax: 951.491.6695 PLANS. PLANNING CIVIL ENGINEERING I LAND SURVEYING qQ ( IN FEET ) d 1 inch 10 & .... i' UCT10N RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK S • a� Desrgned By Drawn By Checked By • .� Dr SCALE Q�o��ssloN� � awn No. a� 3 1/2'r DIAMETER ALUMINUM DISC, FLUSH A.A RECOMMENDED BY.- I` ,� • � rAEJfAEC11LA9 Contractor ,> � W.R. DATL: L & AIN CONCRETE CURB STAMPED RIVERSIDE w � � M�•P• DEPARTMENT OF PUBLIC WORKS �N Honzontol 4' • • z3k �, ZJ COUNTY BENCH MARKT 4�fi--81 RESET �, � Prepared Under Supervision Of � Inspector 1997 EASTERLY OF THE CENTERLINE OFAS ce No, C44899 ACCEPTED BY.' /Z ' -�°g T �� PRECISE' GRAD/NG P � SR-79 AT THE SOUTHEASTERLY CORNER NOTED Expires 0- DATE. a� LAN f�?R. PA ��79 0 �' Date OF THE BRIDGE OVER SANTA GERTRUDES 03/31/06 .. - - WOW J. PARKS • DEPUTY DIRECTOR OF PUBLIC *VRKS -- Vertical co s ���- HARVESTON MARK A. PAURa�M v v e ompleter�_. - CREEK; 4.5' NORTHERLY OF THE �7 CI V11. - - I/- SOUTHERLY SIDE OF THE CONCRETE F � PHASES 3. 4 & 8 o .:..----- sl SIDEWALK. - R.C.E. No. C44899 EX it MARCH J 1, 2006 'draf =:i 980=:- p es 19744 SEPTEMBER 3D 2405NEIGHBORHOOD Sheet 4 of 12 • ELE{/AT1oN - 1097.163 R.C.E. No. Expires.. , ,,.,. � _ °�. � 13 or- . . TRACT NO, J2169 PA04-0079 � hU � to 7 7 13 14 15 3° 1Re 2R8 2XB G 15.301 B 3XRB G 15 50:_ FL 13.86 �,Z co .�, __j 1-6 STEP _ .� � c, 1.0 6 STEP 1 4.2 STEP 1 4.2 STEP 1-5,4* STEP 1-8.8 STEP �* FL 1 �00 - i X X G 6e.-_95- .__ taF 15.95 GF 18. 1 o G F 18. 1 o G F 16. GF 15.90 8my. n14 � I X X x X X X \ \ I I x X \ _ X X . -r-. W.. hp FS 16.00 OF 15.90 0 GF 15980 •3 . ^ 10 v � S W S . FS 16• r . . - _ 119 W S h W S (w) S S _'-RNMENEWWO 8 .. - a9 - � `� .04 FG ' ll • - ` rc15. �► . C - , \ 15.28 S 4 - p _ ,� \ DC 15.B4 co c h °� o� Cis �\ arj -J :000A j IMMI I I Ury 0 lei JN.M � ipi. wlt :rrwrw � II�W.� $a a x - s PV A �', o Q-Iu) mss, - �\ S cS , 01? DE TI VE PAVING Lq , SEE APE PLANS -0 ' "O�9G 3fQ0 'y100 ,,'j ,�Gj• 06,$� _ ..._. FOR STREET �, 12+50 IMPROVEMENTS SEE c� 14 .7Q W-80 . .,. -moo -�Co uy 7Z7.. ~ �• - 1 1119• _..._ ` 9 h 11 8 C WATER ' PC 15.10 t� 9 DC t4-.9 , ry 3 I T I 15• DC 15. 14 15.1 DC 15. 19 15.1 .� DC 15. 3' I TI04N - • \ , DC 14 1 Id r hLN ti) >4..,..... ...,,,,,..,. , o� .. dws w s w s w s rc h �x ° S w . ��. 00, X X hh QF 15.225 OF 15.30 OF 15.30 9F' 13.20' h `' ti - 13 II X X 15 ? \ \ .to X X X Q - X0 19 , z' 7� �. -r 2RA 1XA �- -. . tom' 15.45 G F 15.45 _ GF 15.50 GF 15.40 1 ' :- - ;�. ,- _ �r \ _ X X 0 15.50 . _ ,o X a \ • 1•-,!3" STEP 1--�6 STEP 1-5.4* Sfl P _ 1 5.4 STEI?"_ J5 BUILDING 4 r \ 3 TC 14185 '� \ 1 X1,6 .. 2A-PR-RE - _ Z -- \ - ` 14.84 1 yl 1 19•Q03 4G \ ��TC 15.13 r = \ 111$ FF 1115.95 - _ _ op PAD 1115.2 0 1 �► - 115 - _- / - �, l► �' j ry G 14.50 '- 1 15• -� �?1 '`4 .. 12.89 �, Ch �, C� ► t,.. 4 V V6 • moo. 1 , h h. � `,, .. h �. �. w � � .o - _ r 6 • - ,2 0 Ach •a s �-, ( \ :'. . 15 00 0 G 15.00 4-,1 .00 G 15.00 G 5. G 15.00 15.00 G 15.00 o 1 .50 FL 13.50 -� .3►S FL 13.50 FL 13.. FL 13.50 13.50 FL 13.50 1 �- At- -nG' •�, FS 15.15 - S 1v.15 S 5.15 1 �/ S 15. 15 _ . ,. o , ,�$ �'' 0 .� -.. FG 1 � cn 4•-7 STEPS _ 12 -Z 0 �- c� ..,,,,•n 5 \ UP G 12.50 (C/ - \d01 0 • 12.80 3 r G 1Z 1 ♦ o _ r rc:• FS 15.10 14,h0 3p j 1 G ,A- G0 � G 14.41 a .00 Fl. � - � � - c� o CR F�- �' v.. 1k p 1 >� TION NOTES. o F Z 7� o . 6 �n •• 1 _ • 1 CONSTRUCT PLANTER DRAIN PER DETAIL o ,, y r - _ _ - • ,� �� 0 2 �, 4"• � _ ON SHEET 2. 6, -0 4 o _ Z 0 8 -n 2 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. - S � 4 CONSTRUCT 3 CONCRETE SIDEWALK PER PLAN. Yy •�, - a G 2.4 5 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE 1 o. .�c _ _ G Z. .•.. ARCHITECT PLANS. 9 ENHANCED STAMPED CONCRETE PAVING PER LANDSCAPE PLANS. D CONSTRUCT RAISED STEM WALL PER STRUCTURAL PLANS. 1 CONSTRUCT 1" DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. 14 ELECTRICAL TRANSFORMER PAD PER EDI SON STANDARDS. 7 CONSTRUCT STAMPED CONCRETE SIDEWALK PER PLANS. D CONSTRUCT 4"** PVC DRAIN LINE. 1 CONSTRUCT 6" PVC DRAIN LINE. 1� 2 CONSTRUCT 8 PVC DRAIN LINE. `b 3 CONSTRUCT 1010 PVC DRAIN LINE. I! 6 PATHWAY LIGHTS PER LANDSCAPE PLANS. TELEPHONE PEDI SIAL PER VERI ZON PLANS. GRAPHIC SCALE NOTE. 10 o S 10 20 �40 � • ALL WALKWAYS ARE 3' WIDE UNLESS One Ridgegate Drive, Suite 210 s ro D THER WI S W NOTED. SEE LANDSCAPE Temecula, CA 92590 ( IN FEETassocia es ) PLANS. Q Tel: 951.49-1.6690 Fax: 951.491.6695 1 ineh = 10 f�. PLANNING I CIVIL ENGINEERING LAND SURVEYINGLD05090GR CONSTRUCTION RECORD DATE BY REV/SIGNS ACC D DATE BENCH MARK SE4L. D'esrgned By Drawn By Checked By Drawing No. ` N SCALE Q�of sslnNC/ryF rE U ,�RECOMMENDED BY. DATE. DEPARTMENT OF PUBLIC WORKS 3 1/2'* DIAMETER ALUMINUM DISC, FLUSH �� A•P W R.O. L & A II'I.AY. Contractor IN CONCRETE CURB STAMPED "RIVERSIDE f wizontal • • T ans Prepared Under Supervision Of T04-0079 -- COUNTY BENCH MARK T-46-81 RESE c� og w ACCEPTED BY.- DA :• �' �� .Hca PRECISE G�IAI�ING PLAN MR• PA X 0079 °� a Inspector 1997 EASTERLY OF THE CENTERLINE OF AS NOTED No. 044899 r p SR-79 AT THE SOUTHEASTERLY CORNER Ex kDate '"�� RVESTON •- * p � � y -.ss.... RONALU J. PARKS PHASES 4 & 8 OF THE BRIDGE OVER SANTA GER TRUDES x/31/� DEPUTY DIRECTOR OF PUBIC W iORKS d- - --- 3. veruaal s� �� !MARK A. PAUR Date Completed- CREEK, 4.5 NORTHERLY OF THE 7j CIV11. ," --------------- NEIGHBORHOOD 12 v° SOUTHERLY SIDE OF THE CONCRETE vF C44899ExpiresMARCH 31, 200s SEPTEMBER 30, 2005 rod, 04 , R.C.� I Yo. R.C.E. No. 1974`1 Expires. PASheet of 13 �-- SIDEWALK. TRACT NO, 32169 o4 0079 .. ELEVATION �09�.�s3 i 1 � r GPZADE: , r I STI NN 00, .qp �. - _ - 14- G • )0 `' ^ - 0 • _ � � � ars . ...�~ n . - G 14.2 _ Ste,, •�,Un 1 t12• - , p a - G 13.3D FL 12.70 -- '�, 21 f - ,_ - 1 w 1 �-- �r � F 011. .33 • -n o o �, --- '. T W 1122 •�. p -T,c� "~ --- .4q ` r ~,.. `ti• 2 - 1.89 r____�- '� T W1121-0 cntn S 1 C FS FS 14 � 0 - � 1 . 13. 10 -, r 6 -11. FL 0 ,.fit T W 119.00 o - 1:' 'mac �' v L 12 1 14.20 1 •2 118.33 o o - - �c F Z G G 0 - T DC 12.83 �. w �v 21 - 26 -n �, •�� p .,� -•.~..�-� G 1 .2 11• 14.50 t� TF 1 5•Q0 \ 3 ; LA 2.60 6 S .8 o r w , j �,. 1 F 1� TF 4,33 ' _.�._.�. ---- ao 1 O _ .� . • o --� �- 26 �-,� p• 0 G 12.40 w C;0 0 1TC 13.27 r 04 0 .. 2 1 ..- cA -�- cs� ^',,, 21 '� 'f 0 21 �' o �' G 14• 0 101, 0 - p • ' r • O �. /� •_("I \, ._-.- Lo�'2i PVC _ _ G t2.so _ r ` o o _ o F �j_, �,vo 1 ti� j 2 P ^ _ --� - '2 FL 10.82 14 �-, A G1�r 0 - 2% t y w pF 1 - - _ 9. - _ - C� 13• �` _ - - _ 1 jr:90 60 -»�.. F 14 r '` •�•, '" 1 0� 4 FL 14 09.43 24 - _ - 11 loop _ �- -�= --�-�. 22 S „ 22 ,�22 - - 6 11• �' G ,2 -�''�' It �, r 8 ST• 1 z 5.2 STE --%-A 1-2G. --5.2 S S _ 2 5.2 STEPS -� T - G F' 0 1 A,20 1 I .� U 4 4 9L ^ CD 2D -- 1 0 13: s -fir 1 "' �.� SIX�O o G .3q _ G 13.3a 20 G 13.3 G 13. 0 $ G 13.6D �. 20 1 q►.�0 . .5 C, 1 ` 26 0 - 3q G ,_ q 20 G 13.30 0 G# .3D R. G 20 F • F 0 �. FL FL 11.30 . 1 ,�. '�°� T W � _r 1• 2 FL 13.30 FL F D . G � T W. 1H FL 110 0 T Ll Li to 4)(913 CIO T twih Fit, Qon <.O two -_: :- t� 0 c� 111 42 G ) F 4. 2 p ' _ /yam• �, Go �- A 1 1A�• �� BUI6 1%V � 1� \, � - 1 B 65 c FF 14.25 °� 4 $ C FS )� r 7 PAD 1113.5 ��x �A 1-7. pqp V SIL Ir o ' cGj a 4.50 ,9 - . B 1 , o 2R GF g 1 �..78 o s Sfr - C 1 4' -T r 10 140 26 29 27 GIF a • • , ., 0 - `A SSS � 69 � \.� 4C -. 2RC ��, 1 C F� -_ 3B 1'4• 3XRC _ S 1 `• � G 13.40 ,� � , D� 0159 _ � W _ , . 1-�`.�~ STEP 1-7.2 STEP �► ,�` � FL � _ - 1'J• k / � *~ �� 1-•6 STS 1-4.2 STEP F k 6do \ y� 1 ,av 14 0#4 • 1 1 13.7 r _ _ G Q` GF 1 65 G F 13.75 \. tom" 13.9D -_- M k W q., 6 / A- 30 0*0) 44 A- GIF 0) 13 r 11 � �. :ti - k k _)1rC T , k . \ - y .mak k � � � . - � s � •� �6', 00 as r � �_ \ •, ;-1 6 0) pG 1 3 1 - 130 30 ��IN, , �" i3 43 � `�A. ,,� 0-06 - GF 13*55 ,� g k pG �p0 -- ,6� � �..� .,., �� 13.70 �. 9 � s - 0 S W �� S W W .9 -' --� 13. 9 , -j a �. S W S w ,Qa G SIRE -- 3 r 82 . w J` o OGEE 3E� `, " � OR �� DC )j. 18 "`� `�� ID&�ti . � 3Vr . �. . ,�.'`(V�r �F ' DC 1 .2 DC 1 .32 �, DC 13.35 ,13 45 DC 13.47 DC 13.56 ` --� �-- - "' S Gf O40"Nowas awwwwwwwoo AQMWAMmawwwwo 14_Irmo" jmwlwk &MUN"jUNN AN&WMWMSA�/Pr rF SEWER ' .01 17+00 -48"\\S.0. Gr A- 4)0'3 OG.1F ,tip ` \ �a ,f� • � `� • � y _ 9.6% � ,, cam, c� , ,,..•-• 1 CONSTRUCTION NOTES:0 J ry .. 0) a w o k �tB . , *� ., .,, ,J 8 PVC WA ER 1 CONSTRUCT PLANTER DRAIN PER DETAIL ON SH -.► � r � jy��� "wrr.� 'a'' �a� �w�rr�. awrwrmrr w.w �rrww` +ww+r.. �wrrr. yrrra,r•� ,a,rrr�, L �y.rr. �r�wrr ,rte, .. 11 k EAT ^ ,.\ \ a� o°� Gf 2 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2:-"' �, A- �' `� `� `� ,,.� `� �� �- .� \., �� 4 CONSTRUCT 3 CONCRETE SIDEWALK PER PLAN. ' ` S k �X ' 5 CONSTRUCT TRASH ENCLOSURE PER LANDSCAPE ti n o 4 �� \ .50 _ ..-....' r- 1� k ` r- ARCHITECT PLANS. 11 �� s w s w �. s w rq x ' ' 9 CONSTRUCT MAIL BOX CONCRETE PAD PER U.S. POSTAL `` ti `- S W S w B C S _ FS 13.90 k 1fi _, �o Com' 12.8O GF 2 9�.'3 �' 13.Or5 \ ",i FL 13.25 T 13.65 REQUIREMENTS. �, _ _ ..� ,.� _ C •,2 ,� �. 1*3 1-PP 13.5 .� 1 CONSTRUCT RAISED STEM WALL PER STRUCTURAL PLANS. T _ U). �\ `� 9 8 -• pq� IL Irk k , FS 13.2 4)(9 ) 1 CONSTRUCT) DEPRESSED CURB IN FRONT OF TRASH ENCLOSU ._, ry k k 14 ELECTRICAL TRANSFORMER PAD PER EDI SON STANDARDS. �° ` �. k t~`k , FS 13.45FII `- w A A 6 STREET LIGHTS PER LANDSCAPE PLANS. 8 COURTYARD WALLS PER LANDSCAPE PLANS. CONSTRUCT 4" PVC DRAIN LINE. 1 CONSTRUCT 6" PVC DRAIN LINE. CONSTRUCT 8" PVC DRAIN LINE. CONSTRUCT 10PVC DRAIN LINE. -b 4 CONSTRUCT 12" PVC DRAIN LINE. PATHWAY LIGHTS PER LANDSCAPE PLANS. TELEPHONE PEDISTAL PER VERIZON PLANS. CrRAPHIC SCAB", NOTEss 10 0 5 10 20 40 One Rid a ate Drive Suite 210 ALL WALKWAYS ARE 3' WIDE UNLESS w n s ro 9 9 0 T HER WI S W NOTED. SEE LANDSCAPE Temecula, CA 92590 PLANS. . Q assoca es Tel: 951.491.6690 Fax: 951.491.6695 � IN FEET � C11144 1 inch � 10 ft PLANNING CIVIL ENGINEERING I LAND SURVEYING LD_ 0_5_ 090GR •� D CONSTRUCTION RECORD DA TE BY REVISIONS ACC'D DATE BENCH MARK SEAL.• Designed By Dra wn By Checked By Dra wing No. SCALE 9 ss�oNq r CITY F rAFAf�aa q,p � P RECOMMENDED BY. .�'' .. DATE. DEPARTMENT OF PUBLIC WORKS 3 1/2 DIAMETER ALUMINUM DISC, FLUSH �� q �y W.R.O. L & A M.A. . Contractor 1N CONCRETE CURB STAMPED RIVERSIDE H®rizonfal ``' G �� • • `v Pans Prepared Under Supervision Of COUNTY BENCH MARK T-46-81 RESET w r.r, o og T PRECISE GRADING PLAN Fffl. PA 04.-4079 •�- ACCEPTED BY. DATE.- Inspector1 R� �� 1997 EASTERLY OF THE CENTERLINE OF � NOTED No. G4�4899 �' SR-79 A T THE SOUTHEASTERLY CORNER &pies * -�- J'S I �et -I R - - I�f�7L�.D Mr PARKSHARVESTON �� � •• -� Dote _ PHASES4 TH RI R SANTA E TRUDES 03/31/06 - a 8 OF E B DGE oVE S G R �, DEPUTY DIRECTOR OF PUBLIC *VRKS _ � vertical �, �� MARK PAUR d --r Date Completed CREEK; 4.5 NORTHERLY OF THE �!� CIVIL o�� `� - ---:---_. NEIGHBORHOOD 12 •Q v° Q �� rA ..-1889=- � SOUTHERLY SIDE OF THE CONCRETE F A C44899 Expires MARCH 31, 2096 R.C.E. No. 19744 Ex fres: SEPTEMBER 30, 2005 fog, 04 Sheet 8 of 13 a [SIDEWALK. ' R.c.E ��. p TRACT NO. J2169 PA04-0079 ELEVATION 1097.103 � _, i s � A SO A� oll < co fs 0 . , _ _ - o0 ma• 00 N - CV CV So 26 ` - ` r - " 30 FE7o.7 60 � -� D r" - - ; - - • FL 10. 10 FL 09.84 / - FL 10. G 12.60 ° < / _90- _ - 21 -FL 16.37 21 �� �► 23 G 12.60 2 - FL 09.80 �' . s <A1�G 56 _ FL 10.5 _ - 2.60 421 10.x) F 09.9 ` - � 1�] 75 21 - FL 23 %J1 - FL-10. _ < ,. _ .., .,.. �.,,.. .. � ,rte < w F 1 -.--.-•- �,"....�.."� S 1 . 00 9 - "� FS 12.90 - L , s 1$..15/ 20 s 2 90 20 s 12.90 0 20 N r 20 ° 2.60 ° G 12.60 o G 1 r60 N (0 L / 2,16 G 12.so G 12.so G 12.s0 1s G . o .6 FL . 0 F . 0 ` 1 0 FL 10FFL � w 6Lip �' Fs - - G5 BUILOR - G 12.40 -\ �'�. •` F,..`y 1 ,�►�ry5.5 / '' 115 16 � � PAD )112.8` w. L ' • _ I33 32 1 30 F '- W 4B 2RB 3XRB z ` FG 12.8 1--6.6 STEP 1-7.8 STEP 1-6 STEP '-4.8 STEP . GF 12,96 GF 13.05 GF 13. 15 _ ` - -�-13.00 o •� -- - --- < _ CL a h •. - _ ._ < _- _ - - -�- `, • %11010 5 166F 12.70 GF 12.85 � GF 12.S5 - _ 14 4F 12. �• r N t �. 2 TC 12.37 .� W S W S W OsC_ WS • _ 0 ;= , ,a / • _T_ .-._. _ - • » T �w5\4 L0 - v -_. 24 Joa _ -�______-._-C4 LA 0.6x _�_-- �- A _ y -IMPRDVEME T,56-SF � � 18 EX. RCP SD � _ H. DWG. LD41--1 - Ob \ N ^ 00 �o •. 8" PVC WA TER *. w---- F �„ • �+� • • • • 111 ,. CONSTRUCTION NOTES: � ry _.. � , "'` ' *- DC 11.81 !- __*� e, _ 1 CONSTRUCT PLANTER DRAIN PER DETAIL ON SHEET 2. 2 CONSTRUCT YARD DRAIN PER DETAIL ON SHEET 2. - __-w �-� -- . a� E ' 'O f 3 CONSTRUCT DEEPENED FOOTING PER DETAIL ON SHEET 2. • - - --r- "% �'' -- • _ '- W S W S Vw S ____� -�._. W S W _ S � S (W) 4 CONSTRUCT 3 CONCRETE SIDEWALK PER PLAN. -� 11. �r + lW'12.40 GF 12.34 0 8 Wr12L T . 15 GF 12. F' 12.4FG 30 PER LANDSCAPE 61~' 10� 5 CONSTRUCT TRASH ENCLOSURE o � �, �' i 1.� -} -�- - ARCHITECT PLANS. -�- �- �r - - :- .UTI L 6 CONSTRUCT TYPE 1 WALL PER CITY OF TEMECULA -� _ sPAID STANDARD PLANS. 9 CONSTRUCT MAIL BOX CONCRETE PAD PER U.S. POSTAL REQUIREMENTS. 11 CONSTRUCT 1" DEPRESSED CURB IN FRONT OF TRASH ENCLOSURES. 14 ELECTRICAL TRANSFORMER PAD PER EDISON STANDARDS. 6 STREET LIGHTS PER LANDSCAPE PLANS. 18 COURTYARD WALLS PER LANDSCAPE PLANS. CONSTRUCT 4" PVC DRAIN LINE. 1 CONSTRUCT 6" PVC DRAIN LINE. " VC DRAIN LINE. CONSTRUCT 8 P CONSTRUCT 10" PVC DRAIN LINE. 4 CONSTRUCT 12 PVC DRAIN LINE. I PATHWAY LIGHTS PER LANDSCAPE PLANS. ao TELEPHONE PEDISTAL PER VERIZON PLANS. GRAPHIC SCALE10 0 5 10 20 40 NOTE.15 �- ALL WALKWAYS ARE 3' WIDE UNLESS bi n s roOne Ridgegate Drive,Suite 210 0 THER WI S W N0 TED. SEE LANDSCAPE S. Q PLAN � Temecula, CA 92590 IN FEW (zo associates Tel: 951.491.6690 Fax: 951.491.6695 1 inch = 10 ft � CIVIL. ENGINEERING LAND SURVEYING O PLANNING � � � N • , Drawing No. K SEAL; Designed By Drawn By Checked By ACC$D DATE BENCH MARCITYL DEPARTMENT OF PUBLIC WORKS a.N REVISIONS CONSTRUC170N RECORD DATE BY SCALE SOF SsloN D. ' Q RECOMMENDED BY. ' I DATE: v, a, A.p � W.R.O. L & A M.A.P. � c 3 1/2 DIAMETER ALUMINUM DISC, FLUSH 4�9 qG F IN CONCRETE CURB STAMPED "RIVERSIDE Horizonlo/ ``' � �� • ' � � � Contractor �, ions Prepared Under Supervision Of q , og T PRECISE ~AIG P1., W FOR:, PA 04-••0079 D COUNTY BENCH MARK T--46-81 RESET �, DATE: „ w , �. ACCEPTED BY. _- 1997 EASTERLY OF THE CENTERLINE OFN044899o. AS NOTED .. ��j R�DIIIALD J. PARKS -max __'�� HARVESTON PHASES 3. 4 & 8 Inspector __ SR--79 AT THE SOUTHEASTERLY CORNER Expr� * Date - - ^ DEPW�Y DIRECTOR OF PUBLIC KRKS ""�` � �3/31/a6 d � � v OF THE BRIDGE OVER SANTA GERTRUDES {/ef,�/ s �� MARK A. PAUR ------- - NEIGHBORHOOD 12 o CREEK; 4.5' NORTHERLY OF THE ��r CIV%\, �� ydr�=-=isea=-=- Sheet 7 of 13 Date Complete CONCRETE F � ExpiresSEPTEMBER 30, 2005 r� -04 PA04-0079 SOUTHERLY SIDE OF THE CO of �A C44899 MARCH 3I, 2006 R.C.E. No. 19744 Exp"res. No TRACT /U�• ,j,2 �j9 • _o, SIDEWALK. ELEVATION = 109 .163 R.C.E. No. I i i i N 4L Cn ` �. �4 + V w - • - - Ti ,. - 12. "" 1 "" 1 'A QF 12. "'� --fir w w 14 TC 12 w 0 .. 0 w w V V. U FL N ! T I IF Aa 4, VX Mii A-44T v r T w . ti 4V j' +0t4 I 000r— • Sos GIN 0 R —ows ---. ,�.0% 1 I 80 f SD ] DWG. 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' DEPARTMENT PUBLIC WORKS .. 3 112' DIAMETER ALUMINUM DISC SLUSH A,�► WR..C� L ' A M .P. RECOMM�ND�"D BY. � DATA: Contractor ' , 4 IN CONCRETE CURB STAMPED RI VERSID �► � ononCal Plans Prepared Under Supervision Of COUNTY BENCH MARK T-46 -D1 RESET" ,� , PKCISE MONO PLAN I�'. PA 4079 1997 EASTERLY OF THE CENTERLINE Off' o� � ACCL'PT�'D BY: DATA" � , a Inspector AS NOTED �� �� �^' � � rr► SR-79 AT THE SOUTHEASTL�RLY CORNER � r� * Date RONAcD �. AARa -- !;TON 4 • W/31/00 31/ AaEPUly DIRECTOR of PUBLIC WORK r- - �' 8 Off' THE BRIDGL� OVER SANTA C�f�"TRUDES' �ert�'cvl �. ` , MARS AUR CREEK 4 N THERL Y OF >H �. .... »•.. Q � t �aD�.. QCompleted. � 044899f . ^ - SOUDIERL Y SIDLE OF THE CONCRETE WRCH �� 20'0 ' SEPTEMBER Jo 20. . 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' , .- ,.�" 9 ENHANCED STAMPED CONCRETE PAVING PER LANDSCAPE" PLANS. _ /\f " / 1 DEPRESSED CURB I N FRONT OF TRASH ENCLOSURES. . - n � 4-8k-- - � . . .. 1.1 r - - -= 1 CONSTRUCT D w 1 --' � -p, ='"'' « .."'"""•w^� -•,•,.-." '""'""' 44.4.4,,.....,r I STREET LIGHTS PER LANDSCAPE PLANS A ..-• ---�-_, . .- r- • I ' PLANS. a, 00 0 '111 o .•, "- '- • 1 COURTYARD WALLS PER LANDSCAPE Q 4000 CONSTRUCT' 4" PVC DRAIN LINEA 1 CONSTRUCT D" PVC DRAIN L I NE'A 2 CONSTRUCT 8" PVC DRAIN L I NE A fi PATHWAY LIGHTS PER LANDSCAPE PLANS• TELEPHONE PEDI SIAL PER VERI ZON PLANS. o0 GRAPHICSCALE )a G 10 20 40 "�► ALL WALKWAYS ARE 3 WIDE UNLESS • Drive, it 19 DTREfWISW NDT 'DrSEL s ro, ' LANDSCAPE" One Ric�gegats D e,Su e PLANS. Temecula, OA 92690 ( W � } ssocia Mles Tel: 961.491.6690 Fait: 951.491.6695 1 Inch � to 1� � ••••.w '. PLANNING CIVIL INGINIERING I LAND SURVEYING . DroW/pg No. Imo, ACC D DATE BENCH MARK SEAL Designed Oy DraWl1 � Checked DA BY REVISIONS ..� CONTRUCrrON -CVRD SCALE' �, ss'�oN Q RECOMMENDED 8YA• . ' ) _ .�! OATE:r D 'PARTM 'NT � " 'UBE�C �YOR�SBCO 1/2' 01AI�l T,� ALUMINUM D FLUSH � A•P� � � d� A r ��`�, I!NRA Oo r IN CONCRETE CURB .STAMPED `RI VERSI�DE �"" 1 `�� �� � Dontracto -- w ouzo to R10 Prepored Mnder Supervision Of , o COUNTY BENCH MARK r-�48--81 RESET , ,, .--- • PWCISEGWINO PLM R-e PA 04o-M-0079 1997 EASTERLY OF THE CENTERLINE OF Mai.CSM ACCEPTED ���. ��. Inspecor --- AS NOTED SR--79 AT THE SCU711EASTERLY CORNER A Dan � � "'�„--�. DG►te �"' ROW �. PARI _ 31 . � D�'UTY VIR�"�TOR' OF�'UB�I�' WORKS - � -: -_• -- -�csr� HAR 3� 4 & 8 o� �I FRIDGE' OVER SANrA cR UD�� v��toat MARK APAUR � ..:. . 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Af.A�P. 'FLUSH ' A►r� I .R.o� � � " �r � 1 DIAME7W ALUMINUM ISC, Contractor IN CONCRETE CURB STAMPED *vRIVERSIDE ITodizonLa `� �' `� Ta s Prepored Under Supeu sion Of a DEMOLITION OF MODELS � T— --D1 RESET � DATE:' � Q` TY BENCH MARK 4 r .., CQUN � ACCL'PTL'!� BK 1997 EASTERLY of THE CENJERVN Off" AS NOTED N% am J. PARAS' age"* 4444 PHASES- tnspector HAR SR 79 AT THE SCUTtI 'AST-RLQ CORNS D�u�r DIRECTOR OF PuBu waRKs or THE BRIDGE OVER SANTA GERTRUDES vertical Q 3,/oe Ar P R ;IGHBORHOUNE `L) 12 M y •::. t r 4. N R`T�IR�.�' off' THE �! �I�lll� ��' �l'*�=i�8��=-� Sheet off" 1� CREEK; o ° MARCH 31 2006 1974 r S "PTBM�BR � aa► _ 79 Dote Complete �""/� 4 Rr Ci Z No•4 � Ex Tree. f ASoca TH�'RL y s�D� o� THS o©NCRE'TE � � � �x ��esp SRA�`�' �l�. � �`�9 � r r SIDEWALK. 4LAToN 3 1097. I' HA R VES TON WA Y N81051 '00uW 39.04' 0=90000001" R=26-00 40.84 , ......-.._. L 129.17 " 2 iiiiiiillllllllllllllIIIIIIIIIIIIIIIIIIIIII111111111111 d=10'55'54" R--677.00 a I p(Rj Ou ob go Ab rawh N e— cn to 0. 2 N � Z 11111111F 30.0 o. ry N � (b � O 2s.3 ti 00 u 3 1 30 N � 40 BUILD NG 7 rob- .b'ii rn ob T LAN9 PVT. DRI VE 6?, � FRANKFORE' 58.3' � 2 3 4 34 35 36 37 38 39 40 41 42 43 44 45 ING I BUIL ING 8 9 BUIL ING 9 ................ N OPERTY B NUR � 100 22�35 �����'�" R�l 170.p0' "`' _..-..� ,.. �.�. --�--r"'= � L=14.3 72 ap N9.51, ���•25 N76'25'46"W 216.86' �8 2� 23 � SAVANNAH DRI V�E a �i GRAPHIC SCALE130 15 .30 60 120 00 � Lun One Ridgegate Drive,Suite 210 Strom TemeculaNOTE: ALL DIMINSIONS ARE PERPENDICULAR TO PROPERTY LINES OR LOT CORNERS TO BUILDING CORNER. — , CA 92590 IN FEET ) + associates Tel: 951.491.6690 Fax: 951.491.6695 1 inch = 30 ft a � PLANNING CIVIL ENGINEERING I LAND SURVEYING ^�� D05-�090GR CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Designed SCALE QROFESS/pN g �' Drown By Checked By � C/TY OF rEiVECIILADrawing No. ZContractor 3 1/2" DIAMETER ALUMINUM DISC, FLUSH � A.p RECOMMENDED BY.• DATE.' � dIN CONCRETE CURB STAMPED "RIVERSIDE H�I�ralG `�ti�y W.R.O. L & A M.A.P. DEPARTMENT OF PUBLIC WORKS COUNTY BENCH MARK T-46-81 RESET � � P! ns Prepared Under Supervision Of 3 Z3 Inspector 1997" EASTERLY OF THE CENTERLINE OF r a � Teed ���� P� AS NOTED No. G14899 � v�S ACCEPTED BY Gf�' DATE.• � l�: �J �R�° _ of a� SR-79 AT THE SOUTHEASTERLY CORNER * �vr� * Date �r'dIII OF THE BRIDGE OVER SANTA GERTRUDES 03/31/06 �� ✓ p�� - � ���� .� ,ARKA PAUR DEPUTY O/R£CTOR OF PUBLIC WORKSHARVE �CREEK; 4.5' NORTHERLY OF THEDote Completed .... SOUTHERLY SIDE OF THE CONCRETE ��� CIV11.\p�� � . .y........ SIDEWALK. ECEIiAT/ON = 1097.163' R.C.E. No. C44899 Expires MARCH ,31, 2006 R.C.E. No. 19744 Expires: SEPTEMBER 30, 2005 °'�'��;sN�o NEIGHBORHOOD 12 Sheet 1S of f3 TRACT N0. 32169 PA04-0079 Z J