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HomeMy WebLinkAboutTract Map 29929 Lot 1-4,39-44 Precise Grading GRADING NOTESTract 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING No . 999 �9� 9 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE recise Gr ading an SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM � 215 OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HAS 3 LOTS 1 TO AND 39 TO 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. ■ 5. ALL GRADING SHALLON B E N In City DONE UNDER THE SUPERVISION OF A COMPETENT aa SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS 15 OVER 1 ' DEEP. SrTE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND - ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000.0 2 t GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB 0 4 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, TC GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TOP OF GRATE TG DAVENPORT COURT 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG EDGE OF PAVEMENT EOP 2S TOP OF CUT SLOPES. It 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FLOW LINE nl �1 10 8 26 ONE FOOT. HIGH POINT HP 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 2, THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES FINISHED GRADE FG 9 DATED AUGUST 15, 2001 . TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE FINISHED SURFACE FS 8 7 $ 12.9 1 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- ',� !�9 23 O 31 MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- GARAGE FLOOR GF 0000.0 `` NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ` 32 .\'N ,ti PAD ELEVATION PE 0000.0 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING `' > > ; '` BRISTOL ROAD HIGH POINT ' ti\: , .,, DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE A PAD ELEV. -O. MIN. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- FINISHED FLOOR FF 0000.0 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 33 R EACH LOT. WATER SERVICE W , ;.; ,� `4 ,, ; 3 z z 44 � � K 1 1 . CUT SLOPES EQUAL TO OR GREATER THAN N V = ``` 8 4 43 74 34 r Q �5 I VERTICAL HEIGHT AND FILL SEWER SERVICE O t 4 s SLOPES EQUAL TO OR GREATER THAN 5 I N VERTICAL HEIGHT SHALL ;.�nl;;�, O BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE ' `1' ` `� °C , ;43 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT DRIVEWAY 4 3 CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. I ; $ AR s*** $ C RI SC 44 46" 39 2 *** wm �` VARIES 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SLOPE `` m 42 ` ) ) BEEN CLEARED OF WEEDS DEBRIS TOPSOIL, ADELETERIOUS I ' ' 73 41 PAD PAD LOT NUMBER 11 MATERIAL. Q o 4 FF FF z _ 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 1 NEWPORT ROAD 4 O MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. UNIT TYPE/ELEVATION 4 9 � r r PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT A CV' 38 OF FILL MATERIAL. INVERT ELEVATION IE 3 7 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF S� z - ? - PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL BACKWATER VALVES 0w) o lox pox SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO '- ADJACENT PROPERTIES. ENHANCED ELEVATION TYPE- EH s S TRACT 2Bd�-1 34 R W 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED LOT 12 4 BY THE DIRECTOR OF PUBLIC WORKS. OF EXTRA O %P1 3 TYPICAL SIDE YARD DRAINAGE FOOTNG 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 8 2 �f- DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO EXTRA DEPTH FOOTING 1 % 3WHERE. 18 MIN TO GARAGE DOOR AND 10 MIN TO BUILDING. PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 1 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) S 3 VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 2 9 THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. Sg 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING BOOT AY RO MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL R DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 6" MIN. VARIES *** VARIES *** 6" MIN. 100 0 100 200 300 3' MIN. 1 ' 1 ' 3' MIN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 6" MIN. MUDSILL MIN. MIN. MUDSILL PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES MUDSILL OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE GRAPHIC SCALE FG FG PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS IN GARAGE AREAS �F ' COMBINATIONS f LOTS INCLUDED GARAGE FLOOR SILL IS 6" MIN EXTRA DEPTH SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20 ON CENTER; f y. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT ~- ABOVE GARAGE FOOTING IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER FLOOR SLAB =PAD ELEV--FG E 12" MIN. °- 10.R. WHERE NECESSARY 12" MIN. N CONSTRUCTION NOTES & QUANTITY ESTIMATE 20. FINISH GRADE SHALL BE SLOPED .AWAY FROM ALL EXTERIOR WALLS AT NOT GARAGE DETAIL 2X MIN. 2: 1 MAX. 6" TYP. 2% MIN. LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. NO. ITEM QUANTITY UNIT 21% MAX. MIN. 21% MAX. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. Q1 LOT GRADING ( 10 LOTS x 50 C.Y. ) 500 CY SECTION B-B 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR Q2 INSTALL 3" P.V.C. SCHED. 40 PER PLAN 88 LF SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES o TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 03 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 8 EA - CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS � 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- ® CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 8 EA A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON VARIES *** P/L o REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 12" MIN. ABOVE PAD ELEV. 0 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 3' MIN. 1 ' ROUND OFF TOP MUDSILL MIN. 6" MIN. i FG P/L 5• En Ja EXTRA DEPTH a A P pD Q�P� FOOTING N ,o yo Q�Fz =PAD ELEV-FG CD F� F WHERE NECESSARY 2: 1 MAX. 0 c�. 12 MIN. 6" MIN. Q PLANNING ■ DESIGN ■ CONSTRUCTION 2% MIN. uj SOURCE OF TOPOGRAPHY OWNER Z DEVELOPER SECTION A-A 21% MAX. uj FOR REAR YARD SLOPES GREATER BASIS OF BEARING NOTE SECTION C-C 0 cr PHOTOGRAMMETRIC SURVEYS, INC. LENNAR COMMUNITIES THAN 5' IN VERTICAL HEIGHT SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES 27555 YNEZ ROAD, SUTE 400 647 MAIN STREET, SUITE 1A 391 NORTH MAIN STREET, SUITE 301 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 '35" WEST CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS Z TEMECULA, CALIFORNIA 92591-4679 RIVERSIDE, CA. 92501 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING CONSULTING 909.676.8042 ■ FAX 909.676.7240 ■ www.R6F.com (909) 686-5103 CORONA, CA 92880-2006 ON A MAP OF TRACT NO. 29286, MB 298/86-89. DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3600 BOTTOM IS A MINIMUM 6" BELOW SWALE FLOWLINE. i (SEE SOILS REPORT) LD43-099G R Z Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCH MARK ��p F E S S 1 p�' DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o SCALEDATE CITY OF TEMECULA oEP Pueuc vMocs Q 3 1/2" DIAMETER ALUMINUM DISK. FLUSH IN C. RLS RLS MCH RECOMMENDED BY: CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�`� '`� yr �� P NS P PA D UNDER THE SUPERVISION OF COUNTY BENCH MARK T-46-81 RESET 1997" ACCEPTED BY: ' 74/0-3 EASTERLY of THE CENTERLINE OF SR-79 AT AS NOTED i No.63494 ♦Q DATE. TRACT 29929 PRECISE GRADING' INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE $ DATE. v RONALD J. ARKS OVER SANTA GERTRUDES CREEK; 4.5' P / / ! MATTHEW C. HICKS DEPUTY D I RECTOR OF PUBLIC WORKS - -- R PHASE 31-1 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL t' 1 Y 1 ��� Q DATE COMPLETED CONCRETE SIDEWALK. tF Fo 9-30-06 R.C.E. NO. 19744 EXP I RES: 9-30-05 "'��--- 9ee-= LOTS 1 TO 4 AND 39 TO 44 ELEVATION = 1097.163' AS NOTED OF C k�� R.C.E. NO. 63494 EXPIRES: ��� SHEET 1 OF 2 � I I II ► 149 I II ► I „� ► n I I► ► I► LOT NO. ENHANCED REAR ENHANCED SIDE BACKWATER FOUNDATION I I © ELEVATION ELEVATION VALVE CATEGORY PE 1115.1 I I ► 'r� 1 X LEFT NOT REQUIRED III '�YA7"E ORA�1 C�A� olTA� I ► d9. PE 1115.3 2 X NA NOT REQUIRED III 3 X NA NOT REQUIRED III 45 q> _ - - - ®_ 4 X NA NOT REQUIRED III PE 1116.1 39 NA RIGHT NOT REQUIRED II " I I ''� �' `• 40 NA NA NOT REQUIRED II R/W 4 WYE AS REQUIRED I 1 ^ 10 lti - - - - - - - 59 59to rrr i 41 NA NA NOT REQUIRED II FL OF PIPE 1/2" " SIDEWALK INSTALL I I 14.9 C 39 ABOVE GUTTER 6 REMOVABLE I 1 11114.7 FG , 42 NA RIGHT NOT REQUIRED I I FLOWL I NE I h , �. 43 NA NA NOT REQUIRED I I INVERT ELEV. A 4" PvC I I 14 9 ?r�, / �� w n w 44 NA LEFT NOT REQU I RED I I PER PLAN 2% I I FG EH 14.7 .�} �' � 10 _- •; r:;>- L� FG ,^' �� �.'S' `.' `�h 5 SLAB PER FOUNDATION PLANS ,r ��_•., f,.._.,, _- �,�• I 12.93 12. 5 ASP �" 1r � FS :•��'' •R"- SEWER 12.8fi23 �C » • _-..,,- , I I I N 14.9 FF = 1115.7 2 " 32.6't FG PE = 1114 g 14'5 FG 9 ��?s BRISTOL ROADN55 05 30 W , FG � ipf� I INV ELEV PER PLAN I 15.9 1113.7 12.87 TG / - - - k GUTTER " " " I -FL 3 12.37 IE • 2.0% 2 € �� TC 8 WATER-- CURB1.45% 3"x4" REDUCER 4x4 x4 TEE I , I T5 ,� 12.61 TCn, #1 O I ,_ 1% MIN 5.2% 12.15 IE r? 3" MIN PVC (SCHEDULE 40) 1 1 90.58 .o• Q uj CONSTRUCTION NOTES. 1 I 24.5't % MIN 1113.4 4.2% LA - 1 12.60 TC cn R"ATMI 14.5 20' Co I C-9 ~ 12.14 IE 4 w 2O INSTALL 3" P.V.C. SCHED. 40 '� I 2% FG 1 N c`S 11.0 LF 2 - - - - " 1 - 0 14.3 14.5 10' N N • 2.0% - MIN. 3 R r ►•� 65.00' O INSTALL 6 GRATE PER N.D.S. No. 40 OR EQUIVALENT II FG FG ' ,f 1% M�IN,� a4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER 1 C w TC• / GB-FL '� 0.7 DETAIL ON THIS SHEET 1 ; I I g 1114.3 FF = 1115.3 14.5 d S �" ' 13.8 14.3 14.3 - F�fL PE 1114.5 FGN /,5h• FG FG ♦ FG .n 1 C3 I I IJEH ,2.s5 9. A FS 3.7 `ti' INSTALL POLYETHYLENE I 1 2 3 , PLASTIC JOINT MATERIAL 1 I pWY w_18 ,,x.43 FF = 1115.1 I1P111 I g "QUICK JOINT" OR EQUAL I Z 1 10 a �' w 1 14.3 �G•3 PE = 1114.3 0 1 1/2" MIN. COVER 0 I cr o Zc, FG � I 14.5 14.5 - 12.57 s 26.14 2% I EFG: FG FS v �(D s I 15.512.57 FEH . _k=•, - `` - = I W » I TS _ -3 12.32 TC 4 I FS MIN. .._-; r,:..~ - ,•_.•• - ,- 1% MIN 1113.5 GB-FL cv g 97.18'�.. -------on- 24.65' 11.86 IE 21+58.1 - 14.1 10 ' n II 11.0 LF q DWY ,ri1 a FG .n 111 3.4 2 "� 12.49 6.5% A 1 Q 04 32.7'* 1% MIN GB-FL 12.58 TG w • 2.� w=18.33 FS 0, 14.3 9" fi" N? I = I �O. II 14.2 14.2 312.08 IE 2•`� w 3 2.5Z FG 14.3 � 1 Tc � I 1113.3 GB-FL FG I 10 FG 3 R FG 14.2 14.83 - Q � r� 31 .64 `� 1% MIN I 6 I - A FG OD 0 � �1.'LS •Z ,n 1113.2 GB-FL 1% MIN -� 24.0't 37' I 29' I 11 FF = 1115.0 1-' �2-� 1 z Z� 12.42 14.2 ' I 1114.0 PE = 1114. IC 14.0 �Q FG ' 4 2 23 6 $ 14.2 J FS X57 10 I �� I _ 1 11.1 X FG •n 1 ,o FG 0 21+27.42 6 �, EH 4 S w 12.3 DWY I N = 1116.9 PE = 1117.7 PE = 1118.5 1 / v- FS �_ W=18.33 12.33 a 1114.0 14.0 �• ►-0 21+17. FS MIN. FG Io 9 DwY I Q FP-FL 8 14.2 I I 11 © 1� '`� W=18.17' S 14 3 R _ 14.2 12.281 1K16.8 55.00' 52.50' 57.50' I 15.2 FG 20' Fs I B - - I I TS 1113.1 GB-FL 4.1x 5 '��'G 2 11• I 14.2 FF = 1115.0 ' cO FG N 00 �'7 0 \18.0 1 I I . � 1% MIN • .0% 5 1 � n MIN. n FG +� 100.DO 19.31 S/W 11.98 TC FG PE = 1114.2 I co ,n rn 12.04 TC 1 I 44.0't 1% MIN � 4.7 -I 11.58 IE 4 N 4 11.52 IE w 11_`r' r 14.2 14.2 14.2 N W FL6 - N _ N anv I 13.9 3 12.30 TJ N 6 1b. o o FG FG I 1117.5 I I .�O• I F 20 *!-1 11.80 I 1113.1 ' 4.2 o cq N 11.0 LF 30' 30' `r' 16.8 N m FP-FL 1117.8 IRZ I 1 1 R FG T 2 2. 6.6% GB--FL 1% MIN - 90,00' FG 16.8 FG o HP-FL c' 1 c$ 2% 10.3 ' 1 20' 20 10' I �x - 17.8 3 R 16.8 ,7.7 17.7 ? .W z B 13.9 A. � 1113.0 G--FL 1% MIN 34.0 t FG FG 1 4O 18.0 1 FG � � 18.0 MIN. 13.9 FG '��• 10 .1 13.9 -__ � B � ae FG 2 r-�- FG � 1 I I 1113.7 FF = 1114.7 FG 13.9 S G 12.14 13.8 FF = 1117.6 I I HP-FL PE = 1113.9 o I +72 FS c`! FG FG - I PE = 1116.8 z FF 1118.5 A 18.0 - 1 4 MIN. � PE 1117.7 J FF = 1118.8 FG 1 1 14.9 N 12.10 DWY 1 r I,e u- PE = 1118.0 I I I TS 4 FS 10 17 I w=16.00' 12.06 I - 3 8 J I 0+65• FS 1113.7 . _ I 12.2% 1 DWY W EH 16.8 fi 5 00 't 1 10' a i 1.88 .9 FP-FL ' FG 17.5 17.7 13.9 w-16.00 � 10 13 I FER FG 13.9 FG Fs v FG 13.9 1 R g Co 004 5-f FG FG �o a I _ _ $ °D 1 FG C I '�' GF=1116.8 ' 17.8 3 cc S I 16.6 °1116.7 17.7 GF=1118.0 8 o Q FG O• 1% MIN 1112.9 G8-FL ao 80, P ; rr 13.1 13.9 FF = 1114.7 10 16.8 16.8 GF=1118.3 FG GB-FL FG 5 5' o� 17,7 18.0 80.74 _ 1 FG FG PE = 1113.9 FG FG 1115.7 FG FG \ ? 13.9 3.9 - I 5 co r 5 E I cv �� r� » 5 FG FG z t° GBS 15.16 TG� o rn " 17.7 ' 1 NCL \� - - - - - - - - - - - -- - ...�/ ST. LIGHT ��, or 1�;1 \ 1112.9 13.9 '� 4. X , Q F os „� N GB-FL 1% MIN # '� �` ui FG 14.06 14.44 °' �' 1° '� 16.36 �\ ,n �� 15.64 15.88 1 - - w - FS FS 3.75 - �' FS FS ; a :1200% 2 16.29 FS "FS o X09 1 T 75.00' - - -51.25' S - S - � - �" - - - s _ _ -90 ' 2s:s00 F 1 , 3 14.6 kol 2.0%Of. 2 14.75' n w 16.24' Y %o. I rrro _ --- w o QN 1 N H W H CW U WC4 co -• m1 � � R 18 N55.05'30"w 17 NEWPORT ROAD " U-) AO kO o ce �n tO - N55'05'30"w 16 �' c� � t t 15 t rs.�4 -' °' CN o I ro N 1 Rlk o 0 R=1000.00, 1 -420 SD a _ uo co --8' WATER � - 19. '�'� �G As; 2.1% % �G cWn 20 0 20 40 60 I Ac Q 1" AV/AR (NGRAPHIC SCALE 1 Icn rn I - - - - - - - - - - - - - - - - - - - - - - - -- -- - ` Q PLANNING ■ DESIGN ■ CONSTRUCTION W U W cr a 27555 YNEZ ROAD, 9Uf TE 400 TEME:CULA, CALIFOFNA 92591-4679 C O N S U LT I N C3 909.676.8042 ■ FAX 909.676.7240 ■ www.RBF.com ca LD03-099GR z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCID BENCH MARKSCALEQRS s S ION DESKaNED BY DRAWN BY CHECKED BY '//D/Q� DEPARTMENT �OF DRAWING NO. D 'fie RLS RLS MCH RECOMMENDED BY. DATE. CITY OF TWOFVM C. HORIZONTAL y f P ANS REPARED UNDER THE SUPERVISION OF CONTRACTOR - : � ACCEPTED BY: DATE. O AS NOTED W No.63494 1 'j)j RONALD J. PARKS -- TRACT 29929 PRECISE GRADNG T-1Lo INSPECTOR SEE PAGE 1 Exp. 9/30/CM DATE: ' MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS -- a PHASE 3 < VERTICAL DATE COMPLETED elf ER.C.E. NO. 63494 EXPIRES: 9-30-06 R.C.E. NO. 19744 EXPIRES: 9-30-05f''�- -� a= OTS 1 TO 4 AND 39 TO 44 a AS NOTED OF C A�� �- SHEET 2 OF 2 a-