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HomeMy WebLinkAboutTract Map 33124 Lot 1-9 Precise Grading i GRADING NOTES Arvicl L F I: Ft E E 1( 3312 t L 11)17 S19 • f ca�'o 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & 9�Yc ti <p SEDIMENT.ORDINANCE No. 04-04, AND IF APPLICABLE, TO THE STATE WATER COMPLEX PRECISE GRADING PLAN RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. MODEL 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL 8E A MINIMUM OF 1%. DRAINAGE SWALES WOLF CREEK 9 SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE SPECIFIC PLAN o� / ��' TOP OF GRADED SLOPES, FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT' NOT � of 0 LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. `sA �po �y09 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR � � � � PECHANGA STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES � �- � � � � � INDIAN OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT �3 t� I RESERVATION SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS '--- -- -- -- _ _ ARBOR DEL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY � -�- -1--� � SIERRA R PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. \�'-�� '� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS ��-- DEPARTMENT AWRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH -�'"� THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL --�� � � � � � � '� � � F� � � � VICINITY MAP BE TO UNE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. � NOT TO SCALE 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. - f 5 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES DATED JANUARY 17, 2002. TWO SETS OF THE �;;��>�:�::y SOURCE 4F TOPOGRAPHY: FINAL COMPACTION REPORT SHALL 8E SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH HALL & FOREMAN INC. SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS 43513 RIDGE PARK DR. BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. � '� .� TEMECULA, CA, 92590 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 24 HOURS IN : �r � •� •�-�• • �'����� �•• ��-�� -- (951) 676-6726 ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TION MUST BE DAV�ANA WAY DATE OF PHOTOGRAPHY OCTOBER 2004 APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. --------- ---- - �' T PHONE: (951) 694-s�„ t �� - BASIS OF BEARINGS NOTE: PUBLIC WORK5 DEPARTMEN 0 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF WOLF VALLEY ROAD CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. } � SHOWN AS NORTH 37'54'25' EAST, AS SHOWN ON TRACT N0. 29305 FILED IN MAP s� BOOK 378, PAGES 36 THROUGH 48, INCLUSIVE, RECORDS OF THE COUNTY OF 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE RIVERSIDE, STATE OF CALIFORNIA. APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH �- 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 � LEGAL DESCRIPTION: U.P.C. � BEING A SUBDIVISION OF LOTS 179 26 AND 29 OF TRACT N0. 29305 FILED 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS IN BOOK 378 , PAGES 36 THROUGH 48 INCLUSIVE OF MAPS, IN THE OFFICE BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. OF THE COUNTY RECORDER OF SAID COUNTY. IF STEEP SLOPING TERRAIN OCCURES UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL � ASSESSOR'S PARCEL NUMBER SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. "� � APS A PORTION OF 962-010-006 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE -- � LEGEND: INSTALLED, PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. f PRO WAY y� FINISHED SURFACE FS ELECTRICAL UNE E 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CIN ENGINEER. FLOW UNE FL SEWER LINE S TOP OF CURB TC WATER LINE W 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1.5) FINISHED GRADE FG GAS UNE G HIGH POINT HP FINISH GRADE FG SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL PERCENT % EXISTING GRADE (1234.56) ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. � TYPICAL NP. PROPOSED GRADE 1234.56 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF �� ASPHALTIC CONCRETE A.C. CONSTRUCTION NOTE NUMBER 1 �a GRADE BREAK G.B. BUILDING PAD ELEVATIONS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH CATCH BASIN CB EDGE OF PAVEMENT RESPECT TO MEAN SEA LEVEL) SHALL 6E GIVEN. TOP OF SLOPE T.S. DIRT ROAD IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE � CUT/FILL TRANSITION ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 1 �,�,�.--�" EXISTING CONTOUR ---{1125 - A.C. DIKE 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS PROPOSED CONTOUR >>2`�-- SANDBAG UNE o000 OUTLINED IN THE CIN OF TEMECULA GRADING, EROSION & SEDIMENT CONTROL - ASPHALTIC CONCRETE A.C. ORDINANCE No. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ���� _______----- PROTECT IN PLACE P.I.P. ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF "�°" '""y' ____._-- ---- APPLICABLE. "IF CMEK 18. EXISTING DRAINAGE COURCES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. p�IVE t�oa1H ENVIRONMENTAL NOTE: NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. THE ISSUANCE OF THIS PERMIT BY THE CIN OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT AGENCY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF ANY CONSTRUCTION/GRADING. OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES RIGHT-OF-WAY. �O,p PRIOR TO ANY SITE DISTURBANCE OR GRADING. 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND NOTICE TO THE CONTRACTOR: HIS ENGINEER FROM THE RESPONSIBIIJN FOR THE CORRECTION OF ERRORS OR OMISSIONS INDEX MAP DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISION SHALL BE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN PROMTLY SUBMITTED TO THE CIN ENGINEER FOR REVIEW AND APPROVAL. SCALE: 1" 100' ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CIN OF TEMECULA, EASTERN MUNICIPAL WATER DISTRICT OR RANCHO 22. THE ISSUANCE OF THIS PERMIT BY THE CIN OF TEMECULA GOES NOT IMPLY OR PROVIDE ANY CALIFORNIA WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY CLEARANCES FROM STATE OR FEDERAL AGENCES REGULATING THE PROVISIONS OF STATE OR INDICATES SHEET NUMBER OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY FEDERAL ENDAGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. SHOWN ON THIS PIAN. PREPARED BY: PREPARED FOR: M o li s e 17320 Redhill Ave. LDO5mw235GR . Suite 330 D O K I C N Irvine,CA 92614 �CJ C)T�SITS E HOMES � � BUILDING AND SAFETY � Voice: 949-25I•e821 11870PIerceStreet,SuitelQORiverside,cA�2sot> REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED `$ s c N u LT z vax: 949-231•0516 Phone 951)710-19W Fax vbt>ba�-aea1 ACCESS REQUIREMENTS ONLY �8 PLANNERS @N (31N68RS SURV@YOREIwo NAME � OA CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCH MARK SCALE Q�p�rES$/ ACCEPTED BY: DATE: Drawing No. �( CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS CONTRACTOR RIVERSIDE COUMY 600-62-69 1970 � `�, PREPARED BY: I ) BRASS DISC SEr t EAST OF CONCRETE POST MARKER HORIZONTAL, Mao -- ACCEPTED BY: v � DATE: STAMPED 68 RESET 2.9 MILES S.E ALONG PECFUWGA PKWY FROM POST OFFICE AT TEMECULA 29' N.E. OF THE PAVED AS SHOWN �� �� �„ �� d/ R6NALD J. PARKS INSPECTOR ROAD 5' M.W. OF TEL POLE N0. 6295 C.W.T. 3' S.W. OF � � ��� DEPUTY DIRECTOR OF PUBLIC WORKS � =• �r ����� TRACT No. 33124 LOTS 1 -9 � 7r Ftik I:7r I Icl ElEYC1039.B�MDPIP� VERTICAL �'.�r 01v%%. � ERIC N. sPwv�� DATE: �,; ::::e��::::: MODEL COMPLEX 'PRECISE GRADING PLAN woo DATE DATE COMPLETED F� �,�� _ _ 19744 9 30 07 ���+ SHT, 7 OF 3AS SHOWN C� R.C,E. No.: 64941 EXE. SATE: 6 3t t7 R.C.E. N�.: EXPIRES• CIN OF TEMECUU, RIVERSIDE COUNTY, C� � w , TYPICAL STREET SECTION •,IW. DISABLED ACCESS SIGNS PROWDED BY AND INSTALLED BY G.C. AN ACCESSIBLE SIGN I R/W NO. ITEM TOTAL UNIT (AT VAN DISABLED ACCESS R/W �, 56' 7 TALL ONLY) 28' CONSTRUCT SIDEWALKS TO 1 INSTALL T X T AREA DRAIN, NDS OR EQUAL. 26 EA• 7" x 1O DISABLED ACCESS 28 ADA STANDARDS WITH HC 96 LF. 2 INSTALL 5~ PVC SDR DRAIN UNE. SIGNAGE PER CODE 10 18' 18' 1O' _-RAMPS 0 INTERSECTIONS C) 1 3 INSTALL 4" PVC SDR DRAIN UNE. 484 �• 1 314" DIA. GAL V. TUBULAR , , 6 4 / 3 2 STEEL PIPE PRIME AND PAINT. 3 4 6 4 CONSTRUCT 4! THICK CONCRETE SIDEWALK. 2386 S • CAP TUBE END PUE PUC 5 INSTALL TRANSITION FROM (r PVC TO TWO 3 PVC DRAIN PIPES , CONCRETE FOOTINGS W 6r CLEANOUT. 1 •2 9 A _ / R' im ;q FINISH GR f Y z a886 CONSTRUCT C Y• d. P 1 s� 1A.- - "s`s'°trA.:/, t il>',n • _":. r • ... .:y i�.rag..r F i.„•.,vi. Ire : , a ''., _ : - "- S 1 e e ... r.._n. ...i r..:-:• ,_ ...t....... '!. - y < i . ,.' t ..a ,..s r ........r...--v,... .. �-:� s. ♦'Si ;. r A DE _..,w.., w... x r l,, v -•s � J• y ...' '.R �:'+'• Y T 0 -.� . _ . . . .. � sr EXPOSED r n _ r µ .B. PER CITY .r � - A.C.. OVER G' '] CONSTRUCT -.:..-•_...:'1...... ,.1 v,r J b 1 r r 1 M f ..1. ,•_ 7 .c. I" q. C F W r.. ..•'3.} 4' r r p . ..A .+ F i_�* 4 i x STD. 115 6795 EARTH SHALL BE CDA TED „ .: . M ULA N ,...., .... .. i ., c r I r : � S. .R..a _.,.. tt .. r(r,,,:T.t•r w e... ti.s ' . ,{. h „ ., w ..� $, ... F •x .� • .. w .k' r .,« r f I..,r. - f,:..... ,.•.!...---• c..a ,.. e , ,..y r S%'° I^ ♦` +..•...y .... .Y n.W...tet=.. .y `` ....w e / ,.:..J .. _ .... ..-- - h l •r;:... i...:.r•-g? ?;..r +,..s.,..,,::'„Y'.....'71's..,,'z';>u.<>....*'F..,,..,..,.lf ,_.Y�._ ..r;5,y., ..Yr ...., KOPPERS NO 50 BITUMASTIC PER 8 INSTALL VAN ACCESSIBLE SIGN PER DETAIL ON SHEET 2. 1 2 MANUFACTURER'S RECOMMENDATION. PROPOSED BLANE, EA.INSTALL ACCE55ABLE ROUTE OF TRAVEL SIGN. 1� 9 POST INSTALLATION LANE -- NDS PART NO. 76, 2 EA•D4 ATRIUM INLETFALL 10 INSTALL - AS. PROVENZANORARE DOMENOE WAY, A. BE 7-0 AND 5 0 IN ALL OTHER 11 INSTALL S PVC SDR DRAIN UNE. 23 LF. (PUBLIC) B. DEPTH OF SIGN SHALL BE 18 INCHES FROM STANDARD CONSTRUCT 4y ROLLED CURB TYPE 'C' PER CITI OF TEMECULA STD. 202. 174 LF. `�' r. Lr CURB AND 24 INCHES WITH ROLLED CURB TO CENTER N.T.S 12 CONS 4 OF POST 13 CONCRETE STEPS v MAX. RISER) �' !� o �' C• L POST A MINIMUM OF 24 INCHES AND COAT � i BURY STEEL 14 INSTALL UNAUTHORIZED VEHICLE SIGN PER DETAIL ON SHEET 2. 1 EA. � ,, BURIIED PORTION OF POST WITH KOPPERS NO. 50 NOTE: SIGNS MAY BE MOUNTED ON EXISTING `r POSTS OR BUILDINGS, IF POST OR R/W I R/W )'-�0" BUILDING IS NO MORE THAN 24" FROM 24 CURB OR EDGE OF ROAD SURFACE. 2313' ' 28�' MIN. ACCESS STALL SIGN MIN. 2� 21" 21" OF GARAGE mmommmmmol FACE OF GARAGE FACE NOT TO SCALE 2% 27o .... v; t.....s cPr.acy, ^6 a> 'r' t1...':. .:' .r? ..•:,•....4' .t.. _ �. 7. Cr 4 ..:,.al ...,, . _-..Iz-}, e 7 9.. } ,4I" r g.• ,�.[ k i t ,...._„ Y'.._. .... jj r ,... rr...:. t,.,,r r r.•.. >'. t. '"i .+ �,' r...,F ,w. .r.. ..rr b r_.a.,n..d. t'.y...y S -..,"•'°f -,. P�dl qtr ., f .r.. a .f ,...-. . a,.,...,: .-.'F.... 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I r CLEANOUT R . .. . n . PER �I ST . 2� PE . CI STD. 02 1 TC ELEV. PER PLAN R/W PER PLAN FL OF PIPE 1 2" B ,� EASEMENT ABOVE GUTTE �' CONC. CURB CONC. SIDEWALK � P.RIVATE DCCESSRIVEWAY WLINE FLO „ � & GUTTER INV. EL 2 TYP N.T.S PER PLAN 2� 0.5% MIN. 17" MIN. 0.5% MIN. E' PVC TO S' PVC UNAUTHORIZED VEHICLES CONST. PER PRECISE GRADING PLAN B TRANSITION PARKED IN DESIGNATEq ACCESSIBLE SPACES NOT LETTERING ON SIGN Jr 40 DISPLAYING MUST BE A MINIMUM t, PVC ISTINGUISHING PLACARD „ ' C CURB & GUTTER TYPE C� CURB GUTTER TYPE OR LICENSE PLATES OF 1' IN HEIGHT. 2' PER CITY STD, 202 PER CITY STD. 202 '� ISSUED FOR PERSONS � 11TH DISABILmES MAY B y-00 TOWED AWAY AT OWNERS APPROPRIATE INFORMATION 3 , C4 EXPENSE. TOWED N 4 TO I CURB VEHI LES MAY BE MUST BE INCLUDED SON 4 TO 4� CURB ..� RT OR WAY 24 (MINIMUMCENTER SYMBOL IN EACH AT C U P 1 SIGN OF 1 IN HEIGHT.PRIV E .� D�F�D � RE LAIMED AT ��r �D �yY TRANSITION 24 i �� TRANSITION Address DISABLED ACCESS STALL C ROSS FAL Velephone TELEP ONIN INSTALL SYMBOL FLUSH , FSD�.TC � number�� P F� � HANDICA�, PW PAVING- TC--4 CF TC FS TC—e CF VARIES Cr CF PARKING STALL VARIES FS NTS 0� CF FL/FS RIGHT OF WAY SLOPE LINES PER ADA STDS. 2 ' --SLOPE UNES PER ADA STDS. . * - wDISABLED DACCESS PRIVATE STREET SIDEWALK ACCESS �. SIDEWALK ACCESS-- PRIVATE PRIVATE STREET w cam, � 8,33% RATE • o od 8.33%„ RAMP RAMP , c� SYMBOL M 1 RATESIGN MAX - T CI` W MAX w TC-4"CF - . c, „ \.TC-FSNOT TO SCALETC-FS oc � w �- NOT TO SCALE o � � TC 4 CF1 1 2" MIN. COVER >. FL PCC V~ dCF CrCF F FS :, L APRON 4 TO T CURB 4 TO T CURB TRANSITION 4" iG � r � � DISABLED ACCESS STALL S TRANSITION ,�, % R=6.5' (SIDEWALK, 4'-0�' R 6.5 MIN* s s • Ilk : FLOW UNE 2 MIN. y % 9» 6" 2' T i i PRIVATE STREET TC-6 LCF r RATE 15" FL TYPE A-E' CURB & GUTTER BwB INSTALL WHEEL STOP FL T Yf�" TYPE A � CURB & GUTTER PER CITY STD. 2O0CROSS HATCH STRIPING ;r r -� WIDE BLUE PER CITY STD. 200 P (4'0 WIDE BLUE STRIPES ® f, STRIPE PER C.D.I. NTS ,TG" 0.C. 45' ANGLE, f" STD. #411 20,-�, R,.�► 1P Two coArs) 7.5PRIVATE DRIVEWAYPRACCESSSIDEWALKTYP t N.T.S ' • - SEE DETAIL HEREON { 3 WIDE BLUE , a j STRIPE PER C.0.L _. __ N0...PARKING I STD. 1411 9' TYP, 8-0 9 TYP. (12" HIGH MIN.) 2.00' VAN ACCESSIBLE STALL DETAIL 5.67' NOT TO SCALE 1.00 (PER STATE OF CALIFORNIA nTLE 24) 2 0.5 .� + LD05--235GR SECTION 'AmA' BUILDING AND SAFETY REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED NOT TO SCALE ACCESS REQUIREMENTS ONLY • . APROVED BY. N NAM DATE Drawing No. SCALE �S �o�sr �7s�o �y.. DENCHMARK p� S� SWe350 ACCEPTED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS �' REVISIl�NS DATE ACC'D � o �UNDERGROUND SERVICE ALER DATE DYQ N DOXICH 4riolikCA92614 7 RIVERSIDE COUNTY 600-62-69 1970 �� �. Spq 1AXta149-131.051 �. f e H U�t'Y FAIR: 449-�•i t•t1�1 b 0 BRASS DISC SET 1' EAST OF CONCRETE t; .� �'� � / 0 0;1 a CALL. TOLL FREE D 68 RESET 2.9 HORIZONTAL cn a -- v��►MNras INCilNiras suavrYoaa ACCEPTED BY. POST MARKER STAMPED _ � - �-' 4948 � ALONG PALA ROAD FROM No. fi �, PREPARED BY: RONALD I PARKS Y MILES S.E. AS SHOWN ,,, � -xx 1-800-227-2600 POST OFFICE AT TEMECULA 29 N.E. OF � tp• 6--30--2007 - DEPUTY DIRECTOR OF PUBL1 C WORKS TRACT N.W. OF TEL. POLE - -- MODELPRECISE GRADING PLAN THE PAVED ROAD 5 s � � � ..... � � CIVIL � DATE. rRr'::��e�::.... VERTICAL -9 � ERIC N. SPANGL R o SHT. OF � NO, 6295, C.W.T. 3 S.W. OF 36 �F Fps 19744 EXPIRES: 9 30 07 • CONCRETE STANDPIPE. ELEV. 1039.378 AS SHOWN � CALF R.C.E. No.. 64948 NOT ES AND E§�������A�NT�T M��$ EXP. 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