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HomeMy WebLinkAboutLot 21-24, 88-92 Precise GradingT • - .;.,. ... a ._a. - „ .- ... ,h .� .. .. , - . . 4 GRAD I NG NOTES LEGEnrra STORM DRAIN S.D. ACCESS RAMP 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE'. ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. LOW POINT L.P. LOT NUMBER m TOP OF SLOPE -- T.S. PRECISE G RADING PLANS FM 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% TRAc r No � INDICATES LOT NCIMBER 32 IF CUT OR FILL IS LESS THAN 10 2% IF CUT OR FILL IS GREATER GRADE BREAK G.B. INDICATES UNIT TYPE 1L THAN 10 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2DEEP AND LANDSCAPE DEVELOPMENT L.D.Q. (L=LEFT GARAGE, R�RIGHT GARAGE) 03065 BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. RIGHT OF WAY - - R/W INDICATES F I N I SN FLOOR ELEVATION FF=1173.D 3. MAXIMUM CUT AND FILL SLOPE 2: 1 . FINAL INDICATES PAD ELEVATION PE-1172.5 EDGE OF PAVEMENT -- E.O.P . 01 4, PROVIDE 5 MADE BY x HIGH BERM OR EQU I VALENT ALONG THE TOP 0000.DO WATER BLOW-OFF TOP OF CURB T.C. THIS LOT REQUIRES A BACKWATER VALVE . OF ALL FILL SLOPES OVER 5' HIGH. COUN Y OF RIV RSID ALIFO NIA PER SECT. 409 of U.P .C. PER APPROVED B W FLOW LINE F.L. WATER AND SEWER PLANS. ( SEE INDEX MAP ) 5. ALL GRADING .SHALL BE DONE UNDER T1-E 'SUPERV I S I ON. OF A � COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HIGH POINT H.P. TRACT BOUNDARY HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILL OVER 10 DEEP. FINISHED GRADE F.G. EXISTING CONTOUR �------(1430)- 6. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE . FINISHED SURFACE F.S. STORM DRAIN & CATCH BASIN \ .1 BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO -� �' ,` GARAGE FLOOR -� -- GF 0000.0 2.: 1 SLOPE Ai REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. SHALL INCLUDE LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. FINISHED FLOOR 0000.0 CUT--F I LL - --��--- --w --��- (--- 7.. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR• Q STORM TEMECOLA CCK 24 WATER SERV I CE -�� AIR RELEASE VAL.._VE FLOWS, ALONG TOP CUT OF SLOPE. 2 23 _ a � SEWER SERVICE FIRE HYDRANT 8. „ F I NAL COMPACTION REPORT WILL BE REQU I RED FOR ALL F I LLS GREATER THAN ONE FOOT. - -- v INDICATES AMOUNT � � (�R I VEWAY EXTRA DEPTH FOOTING 9. ALL GRADING SHALL BE DONE IN CONFORMANCE W I TH , `'"""�'' LIGHT � STREET RECOMMENDATIONS OF THE PRELIMINARY GEOTECHNICAL INVESTIGATION DATED SEPTEMBER 21 2001 . TWO SETS OF THE v i , SLOPF EXTRA DEPTH FOOTING BY PETRA GEOTECHNICAL D E SE � ,�� , i FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING f + � 1 �� AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION I STH DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS _ �. . 40 ' 40 ' BEEN DONE IN CONFORMANCE WITH THE RECOMMENDAT I ONS OF THE 1-� ~ VINE �_,�--•-'+ 38 4 0 SITE I NVEST I GAT I ON REPORT. PROJECT 10. THE CONTRACTOR SHALL NOT I F'Y THE DISTRICT BUILDING AND SAFETY SITE -� PLAN 1 PLAN 2 N 3 PLAN 4 P'LA DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT � � GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED - -- - - - PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.. Ln 11 . CUT SLOPES EQUAL' TO OR GREATER THAN 3' IN VERT I CAL HEIGHT VICINITY _M�P AIS] FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL N107 TO SCALE HEIGHT SHALL BE PLANTED WITH GRASS OR L GROUND COVER TO T IIP � RAW _2_ WEST SECT I ON -21L PROTECT .THE SLOPE FROM EROSION AND INSTABILITY I N TYPICAL rS�IGNAT��UREr OVERALL F=00TPR1NT DIMENSIONS ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. SCALE 1" = 40' 12. NO FILL SHALL BE PLACED ON -EXISTING GROUND UNTIL THE GROUND 92 91 90 89 88 HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER 40' 40' 40' 40 PHASIE E C Lj LA DELETERIOUS MATERIAL, SIGNATURE SIGNATURE 13 IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLAN 4 PLAN 5 PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM PLAN 3 NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE co u cn APPROVED Y A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT PLAN Z °' c.; A EDB ER'ED c� OF FILL MATERIAL. 1- OT 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO' CONSTRUCTION 40 0 40 80 120 OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE o CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. G� Ar'E'i C SCALE 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED INDEX ANAP TYPICAL TOURNAMENT' OVERALL FOOTPRW DMENSIOM d METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM�-10) . SCALE 1" = 40' '¢ r , • � r 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONT I NUE TO FUNCTION, ESPEC I ALLY DURING STORM COND I T I ONS PROTECTIVE GRAD I NG NOTES ( CON T . cn MEASURES AND TEMPORARY DRA I NAGE PROV I S I ONS MUST BE USED TO PROTECT 24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ADJOINING PROPERTIES DURING GRADING OPERATIONS. ROSEA ICE PLANT AT 112" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE ING&TERI -M77CET t�N R -TORS TO CONSTRUCTION NOTES & QUANTITY ESTIMATE TENTH (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE TO GROUP COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS. OR COMBINATION THEREOF. SHRUBS SHALL BE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON TH SE NO. QUANTITY UNIT BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, 30' I N VERTICAL HEIGHT. PLANTED AT 10 ON CENTERS; TREES, 20 ON CENTER, COMBINATIONS, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED T" _ 500 CY 12 MIN. ABOVE PAD ELEV. �1 LOT GRADING ( 10 LOTS x 50 C.Y. ) �. 15' ON CENTERS. SLOPES OVER 4' IN VERT I CAL HEIGHT SHALL HAVE TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR 18. A REGISTERED CIVIL ENGINEER OR LIC PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE LICENSED LAND SURVEYOR SHALL TO THESE LINES OR STRUCTURES. ROUND OFF TOP SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE DEVICES PER V.P.C. CHAPTER 10.R. � P/L .. SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION WITH CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION 4' MIN. � 25. CONSTRUCTION OF DETENTION BASIN, CONCRETE CHANNEL AND PERIMETER PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COM LETE CN RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION BROW DITCH SHALL BE IN PLACE UPON COMF'LET i ON OF PROPOSED GRADING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CdNTINUOUSLY _ ��_. � APPROPRIATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRAINAGE AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO, HT91 P4[NI _ ACTUAL D I STANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. FROM INSTALLED FACILITIES TO PERIMETER STREETS UNTIL CURB OUTLET DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY. - --- ---- ---- ( � pw Ii.ty STRUCTURES ARE IN PLACE PRIOR TO COMPLETION OF THE PROPOSED REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 10> ! a f r 20, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS STREET I MPROVEWENTS., THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONSt- AT NOT LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE A z 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. SECTION A �' _ ? z t``I 21 • "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES IMPLEMENTED UPON COMMENCEMENT *OF PROPOSED GRADING. THE SWPPP A ¢ '" . SHALL BE PERMITTED" . SHALL ADHERE TO CURRENT NPDES GUIDELINES. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED FOR REAR YARD SLOPES GREATER z CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED THAN 5' IN VERTICAL HEIGHT 15' TTP. 15' T11' O, BY THE PREPARER OF THESE PLANS . GpU(�ITY OF RIVER5IDE 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE BASIS OF BEAR NG: �a�PT �° ' DEPARTMENT OF �- FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION GRADING. ,. " BUILD{NG &.SAFETY 5 5 5 B C' 5 c 001 THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STATIONS TRAK r } MIN MIN NDS) MI "MATH" P L 5' MIN.VAR. P/L APPRO�E� �� � ��+. 23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT AND MATH (POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS 5 MIN. VAR. / 5 MIN. VAR. 6" MIN. MIN. 2' REVIEWED' ° TO THE BUILDING AND SAFETY DEPARTMENT MIR I TTEN CERTIFICATION SHOWN ON THE MAP FILED I N BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF 6 MIN. - -- ______.__-_ __ _ 3' MIN. 1 ' 1 ' 3' MIN. 3 -� onst �d ®�° * mns sha11 not be Of Lo OF TION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE * * MUDSILL VAR. _ " r i1 tne®ep • arc, 0a to COMPLETION MUDS I LL VAR. VAR. MUDS I LL 6 MIN. App r*"'* .am ` PLANS FOR ALL GRADING DESIGNATED AS "ENG I LEERED GRADING" COUNTY,CALIFORNIA, BIE I NG N 52*49'p2.84" E. __-- -_ �_� ___-___� ---- - ---- permit tor,c an�e aws. . is o°� z •M to o the provis1ons the state bb until m�I �' _ - an thy) ee f d . 1 plans must be kept EMG NURS NOTE; OWNER SOI. ENGINEER LEGAL DESCRIPTION - �]IC �-ERT __ _ x THE PRIVATE ENGINEER NEER SIGNING THESE PLANS I S CENTEX HOMES PETRA GEOTECHNICAL CAL A PORTION CIN OF PARCEL 22 -- PARCEL. " 12" _M I N� � PSR z �"` �f ,,•, 12 MIN. 12 MIN -- ��aN o �_1 ,� RE94X S I BLE FOR ASSURING THE ACCURACY OF DESIGN wARDLOW CIRCLE. SUITE 150 276 20 COMMERCE CENTER OR. MAP 27387 _____ -- - sz c� x j)jA�,, 'j'ojj, E AND ACCEPTABILITY OF THE WORK HEREON. IN THE CORONA,CA. 91720 SUITE 103 M I N 6"_ MIN. N MAx k a �X MIN. 2: 1 MAX. 6" TYP. ,�� MIN. -� �• EVENT OF D I SC.REPANC I ES ARISING AFTER COUNTY TEL 909.279.4000 TEMECULA, CA 92590-5661 __ __ 20% MAX. 2: 1 MAX 5 I DEWALK- Q 1- 800--227-2600 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE FAX 9(79.273.2104 {909) 699-6193 20% MAX. MIN• 20% MAX. - - 0, ► ENGINEER' SHALL BE RESPONSIBLE FOR DETERMINING (909) 699-6197 FAX * -- UNLESS OTHERWISE NOTED * - UNLESS OTHERWISE NOTED CURB 0 BEFORE YOU p AN ACCEPTABLE SOLUTION AND REVISING THE PLANS DISTANCE FROM RIGHT OF WAY TO THE GARAGE CORNER z FOR APPROVAL BY THE COUNTY. SECTION B ~"` B SE=CTION C _ C MEASURED PERPENDICULAR TO THE PROPE=RTY LINE . UNDER SERVICE ALERT OF SOUTHERN CALIFORNIA SEAL-COUNTY SEAL-EWC�NEL�2 C'RAwrd TRACT N0.23OB5- FINAL PHARE IP - � NOTE: COUNTY OF RIVERSIDE PLANNING ■ DENIM ■ CONYTRUCTION BENCHMARK: T-1--81, ELEV. 1026.428 JLF'/,1E _ SHEET NO. d U WORK CONTAINED WITHIN THESE PLANS --- � - � - T PORTATION DEPART T Q�o4�s s a� 2 112" BRASS DrSK IN CONC. CYLINDER 2.4 ESIGNED -� OF RIVERSIDE 1 �, I THA TON HIGHWAY 79 FROM EL/ COUNTY SHALL. NOT COMMENCE_ UNTIL AN - --- APPROVED BY �4�� � MILES SOU E 5 1 CNCR0AC1--1MFNT PF`RM I T AND/OR A _ ��- Tj 27M�ROAD. �40° INTERSECTION OF MAIN AND FRONT STREET IN CHECKED ,� ,� l� ya ■ ■ ■ TEWOULA,CALIFORMA 92391-4679 MAT SCHEMLE A p ' GRADING PERMIT HAS BEEN ISSUED, �� TEMECULA, 53.5 SOUTH OF C/L HIGHWAY --- - O HEFTS `n the private vote en i neer s r n r n these plans i s �, CONSULTING .e7+e.ssaa2 FAX 4a�e7's724o www F 2 S P g 9 p �..� NQ. 43o90 � 79 3.2' EAST OF GT POLE. (GT 2453), 300' SCALE _ responsible es ons i b I e f o� assr�mi n the arcur a�y and KHALED A. OTHMAN DATE: r ,� PRECISE GRADING PLAN d P g. r� _. �, _ R.C.E. NO. 33950 # Exp.. 3/31/04 PREPARED BY: MICHAEL A. T MAN R.C.E. NO. 429_Q EAST OF PRODUCE STAND MIDWAY BETWEEN ( AS SHOWN FILE N0. ar.c.ptabr i ty of the design he. ..vn. 1n the event ,f FFP. DATE• 3--31--04 P.P. 7558 AND P.P. 75581 ON LINE WITH OLD s R NUMBER Z4 AND OTS Be 9 < of d screponc i es or i s i n after county oppr ova I or _ EXP. BATE: 6-- 2 r� 1 Y �- .�� '5-100455 LOTS 21 A L during construction, th private engineer shat I be �j� --. off FENCE LINE RUNNING N. & S. SET FIBFPGt.AS`; --- - -- -�- - - -OF C Iw`l DATE FOR: W.O. COUN Y responsible for determining an accept ab 1 solution -#HARK BY DATE �APF'R. GATE -- __- �_ DATE: W►TNESSPOST 1' SOUTH OF.MONUMENT. FILE No. and reviewing the plans for opprova► by the Calan'y - �_��NGIN ER R E W S I O N S �r -.--_--j B DAVE: fm AAF"NDED Y BOYLE ENGINEERING �` TM� l ..� a212t9 F S sp• .--'- 30.0 I - v, � 1 .............. "`- • / o w 9 5� 1 ' L`S 1 FS CV 50, 91 , ? / 1229.8 - � ' S - �"' � PC"12245 1 .0% 8 N . / •Z � F6 � / . � 0 5 Rol11114 s 6 q.7 / 1226.9 0 4 G► 2 O pew 1 1 R � w 1233.6 229.4 Few 1228.7 0 •��, -o �G o a p� •► PC=1228.2 .- �F a 1232 3 ti a SR PE1231 .8 2r .�4 IWI BW s.4 Q � Ft'=1230.5 Q (� o PE=1230.0N 2% U .71 CD x S FG +.- a MI 31.6 r ��► : Jr wi o B W i FG I •4 7 1 9 � � 6 ti F� 65 8 v [0 '`• r�i k� ,SSM � 27 9 (F*1228.2 29.7 •0 4 •1231 .8 8 c FS 8. 14,97P 8' C2 CirFS GF�1230.D g. a- S w 1N f 31 .5 ao 7 � '� 29. FS t�` •S IMr •- ccs �, FS �-• a N n 265, pg• „� , ..� I.•- 28.7 aD c r N N E 04 -GB ` N S w S w AWA o _ 53 2.5% .kyr d� 0 S TC s 4 � o � ,� �.. �.�, 0� w w S S _w .� 1-11 3. 00 ' • 1 R6 �� �. 53• j 53 .OU' fo 94 PEs 1224.7 1722 ,S 8oe r ! v ti tlo Z o --� 23 • /Ov n `" ' LT / " 7. 77, 1228.9 �t . 93 / I r� o 8 (�=123�5" ? 32 4t'. ;1 O ,01 A •s 9.55 a ,��, c9 E . FF � � �4� J GF 1230.2 27 .w G' 6 r _ � 9 S r � � 1 /� C� � I •1 '` �� � p 1� s Q z BW GNATURE .2 L2 I CLIA URE c4 t i pE 40 91 p'1 as Q W M Ch t�` ' f F'1428 2L N ptm .o _ h227•6 S• 1• FE#1229.4 O I1 5. X1233 3 1 pE�1228.9 ��• .c� . .� 2L 1 PE_12 v 1 f I3 03 'L� G 11.54 JG G� `� ,�`1' rpE=1230 F=1230.7 •� .-- .- 0 13-39. �� .2FF�1232 7. 8• pE1231 6 t o G 7 �'. • L�2 s a' Q 00 26 j 1 .0% Co EN vs CP Ca tn .r •© 13.03' n 117 2 PE=1232.6 j 28.9 FS FS 44 ' N X27 •- _ C-41 .0% I 1 0 / 9 1F . r- N /4 r)Vn 0% Im 11726-7 TF CD 118 .� . __- �� I .- 1✓ PE=1236.7 39. 5' l , �, ' w 86 ' 7 119 -36 0ti y zz PE=1242. 1 1 _ _-- ° 7 1 -��j rn T20 - _ - 3 5 ,� F o 2, 1-1PEr 1242. 1 / _j 121 `�-28• 20 0 20 40 6 0 z 48 tom. PE=1247.3 GRAPHIC SCALE CSW • � � SDE w �"R UTY OF R��>ERtS •DIQNII � (;01of �`�,; AppR0n DIAL TOLL FM Q ' cons ��to t R�V1 WAD aN not be n of any o1 1- 800--227- 2600 �the�ie pins s any vio1��O T�ig get� row or an eppreval e+f, Unty n: C] AT"LEA$1"TWO OAY8 p�mit 1 sIons"1 t State to ntil�mpie�A z BEFORE YOU DIG ti)a p must be*cep plans UNDEAt1WM SERVICE ALIT OF SOUTHERN CAUFORNIA SEA!,-COUNTY SEAL`FNG;N4 ER DF�AWN TRACT NO. 23065- FINAL NAL PHASE I P -010094 NOM , -_ _ __ COUNTY OF RIVERSIDE _ BENCHMARK: _ _ _ _-____ SHEE r Na. .� PLANNING ■ DE®1OIV ■ CC]NATRi.lCTION T-1--81 ELEV. 1 Q26.428 JLF/JE ,,O WORK CONTAINED WITHIN THESE PLANS --- --- -- T PORTATION DEPART T o S slot 2. 112- BRASS DISK IN CONC, CYLANDFR 2.4 ESIONFD `') -HALL NOT Ct)MMENCE UNT I[ AN --- - '� H R M EL/Jr, COUNTY RIVERSIDE a _ MILES SOUTHEAST ON HIG WAY 79 F 0 APPROVED Q Y �� A j 27555 YNEZ ROAD SUTE 400 O E=NCROACHMENT PERMIT AND/ORA a ��- r r^ � � � � INTERSECTION OF MAIN AND FRONT STREET IN CHECKED ,. TEWCULA,CALFOFNA 92591-4679 MAT SCFEDULE A .- GRADI_NG PERMIT HAS BEEN ISSUED. _�� ��_ y TEMECULA 53.5 SOUTH OF C L HIGHWAY __ - - C C7 N S U LT i N C3 W9.676.8042 FAX 909 676"7240 ■ www.RBF corn / -- I The pr i vete engineer signing these p I arts is _____ _ __-- r 79, 3.2' EAST OF GT POLE GT 2453"), 300' scA�_E ClF_�2 SHEETS d , No- 4309Q �, t PRECISE GRADING PLAN responsible for assuming the accuracy and +` _. - DATE: A5 SHOWN . Q ecce tubi I it of the design hereon. in the event Exp 3;31/Q4 x} PREPARED MICHAEL A. T LMAN R.C.E. NO. �QqQ_ EAST OF PRODUCE STAND MIDWAY BETWEEN _ _. -- -- FILE N0. Q P Y 9 08 NUMBER of discrepancies ar isin of ter count a roval or `'� C ��, L� EYP. DATE: 3-31-04 P.P. 75580 AND P.P. 75581 ON LINE WITH OLD LOM Z » 24 AND LOT9� gconstruction,P the private engineer sho l I be ;��-�.Y--- F��� r _ FENCE LINE RUNNING N. & S. SET FIBERGLASS 15-100455 -. - ----- ouNTY v Burin res responsible for determining on acceptable solution - __ ___ 4f CWV\ -' DATE FOR: W.O. C p g p MARK BY DATE APPR. DATE "- / DATE: 3 R WITNESSPOST SOUTH OF MONUMENT. "MAW"K FILE. No. and reviewing the plans for approval by the county R E V 1 S 1 0 N S -�- - -� ,MMFNDED DATE: ---== - - ENG I NEER COUNTY