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HomeMy WebLinkAboutLot 43-54 Precise Grading n PRECISE GRADING PLAN A � LOTS 43 - 54 OF TRACT NO'. 25004 GRADING NOTES CITYOF TEMECULA, CALIFORNIA I. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION ! SEDIMENT CONTROL PHASES 1 AND 2 ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SwAIE SLOPES SHALL K A MNIIAUM OF 11L DRAINAGE SWALES SHALL SEA MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 34' PER FOOT FOR A MINIMUM OF 3 FEET. 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 6� 4. PROVIDE, AS APPICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM ROWS, OR PROVIDE \� � � ��N 9 77 GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 78 S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENf:INEER, \ 79 78 �. OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY 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 1EMECULA'S PUBLIC WORKS DEPARTMENT A 7S i � ` ` � WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE HATH THE APPROVED GRADING � \ P PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION i � \ 73 74 VICINITY M A P AND LOCATION OF CUT/FILL SLOPES. 7. FINAL COMPACTION REPORT WILL KREQUIRED FOR ALL FILLS GREATER THAN ONE FOOL low ; � 1 11 so 61 At\ ,L �� �� � �� NO SCALE S. ALL GRADING SHALL BE DONE IN CONFORMANCE NTH RECOMMENDATIONS OF THE PRELIMINARY SOILS ` 62 _ \ \� 72 1 INVESTIGATION BY GEOCON, INC. DATED JULY 2, 2003. TWO SETS Of THE FINAL COMPACTION REPORT � � �� SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE NTH THE 1 1 �� y � � 71 RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. L � � � ;� �� a ,o LEGAL DESCRIPTION (PHASES 1 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 4e HOURS MI ADVANCE � 59 63 � ?J REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO LOTS 43 THROUGH 54, INCLUSIVE, OF TRACT N0. 25004 RECORDED BUILDING PERMIT CLEARANCE FOR EACH LOT. � � �` i� � 64 2�� \� \�� PUBLIC WORKS DEPARTMENT PHONE: (951) 694-4411 � 11 1 58 � 69 IN BOOK 345, PAGES 20 THROUGH 2S OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA .01W10. CUT AND FILL SLOPES SHALL BE PROTECTED wI1H A COMBINATION OF EROSION AND SEDIMENT CONTROLS 10 } � �1 � � 57 65 PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. 56 66 /l� � �\ SOILS ENGINEER 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT 9E LIMITED T0, INSTAWNG, VIEW APPLICABLE, 6 GRWNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE HATH CITY CODES PRIOR TO 1 �1 �� �O 67 � � � GEOCON INCORPORATED THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT �" = � 1 55 '� ( \ 43280 BUSINESS PARK DRIVE SUITE 10e IRRIGATION SYSTEMS MATH BACKFLOW PERVENTION DEVICES PER THE U.P.C. �- � � j, gg TEMECULA, CA 92590 12. FILL MATERIAL SMALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF 't2 � \ \ f � 909-587-6189 PHONE NEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERRAIN OCCURS UPON 909-676-9860 FAX WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL CONSTRUCTION NOTES do QUANTITY ESTIMATEan SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL (1) _4* AREA DRAIN 3 EA 22 � 2 ' - � II �1 13. TEMPORARY DRAINAGE SHALL SE PROVIDED UNTIL PERMANENT DRAINAGE PVC PIPE O MIN. 1� SLOPE 148 LF AGE STRUCTURES ARE INSTALLED. 49 54 OWNER /DEVELOPER:� � PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM 3 SIDEWALK UNDERDRAIN PIPE PER CITY OF TEMECULA SM. N0. 303 3 EA 21 1 � � KB HOME SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. BRIAN FREEMAN LO14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. _ / � - � --pl- -�� 4A23 20 26201 YNEZ RD. SUITE 104 � TEMECULA, CA 92591 PHASES909-587-3310_ 19 PHONE 13. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND F1VE-TENTHS (1.5) SMALL BE p 47' 24 909-506-1722 FAX SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR 1 & 2 ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. �,�� 1% � 0.401Z � ¢$ 25 18 BENCHMAEK• 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING U PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN � � � !S � � �- -� 45 28 17 n ` SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION MATH REPECT TO ADJACENT GROUND SURFACE IS REQUIRED, 0 $ � I �' � COUNTY OF RIVERSIDE B.M. N0. T-46-8/ RESET 1997 THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. � SN,�ILE � SN,ALE - JI I �;- 44 27 16 N ` I FROM THE INT. OF RANCHO CALIF. RD. AND FRONT ST. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY 111E REQUIREMENTS OUTLINED IN 111E �J� f� � I 1.7 MI NW ON FRONT ST./JEFFERSON AVE. TO THE INT. 15 CIN do OF TEMECULA GRADING, EROSION SEDIMENT CONTROL ORDINANCE N0. 04-04 THROUGHOUT THE - - � I OF JEFFERSON AND WINCHESTER (HWY. 79), 2.0 MI. NE s� 28 N N � I ON WINCHESTER RD. (HWY. 79) TO A BRIDGE OVER THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION � i ACTIVITIES, IF APPLICABLE. � fitdVT 4' INN. to All _ _ � ' p 14 � SANTA GERTRUDIS CREEK, 55.5' E'LY OF THE C.L. OF MS 5E18Adf L42 29 Q I I WINCHESTER RD. AT SE'LY COR BRIDGE OVER SANTA 1E EXISTING DRAINAGE FUNCTION COURSES SHALL CONTINUE UNC710N DURING1HE RAINY SEASON. NO 0851RUC110N � � 13 N � � I GERTRUDIS CREEK 4.5' N'LY OF S'LY SIDE OF CREEK. OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. � �$ 19 ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED M THE FIELD PRIOR TO COMMENCEMENT OF ANY � 1Eo ANN. ,� ` rL - - 41 30 12 ELEVATION: 1097.1 Q3 CONSTRUCTION/GRADING. MSX, � 1 �W II � 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK w11F1M A PUBLIC �� �' � �� � T � _r 40 31 W �� 1:21, ii TOP0GRAPHY PER ROl1Gfl dPAO. PLAN � RIGHT-OF-WAY. I I I 39 32 1 o I � TOPOGRAPHIC INFORMATION SHOWN HEREON IS TAKEN FROM = APPROVED ROUGH GRADING, STORM DRAIN, AND STREET 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 11iE APPLICANT AND HIS I I I � N a I � IMPROVEMENT PLANS FOR TRACT N0. 25004 ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING TYPICAL LOT DRAINAGE TYPICAL SWALE-SLOPE CK) IIS 38 33 9 �Q ► RTNT CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO EAHWORK QUAITIES THE CITY ENGINEER FOR REVIEW AND APPROVAL. NO SCALE NO SCALE Co � 37 36 35 34 8 � 22. THE ISSUANCE OF 1HIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES CUT 1.200 CY FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED ) A � FILL 1.200 CY SPECIES ACTS OBTAINING E APPROPRIATEQUALITY CLEARANCES FROM TFIESECON AGENCETRACTOR/OWNER/DEVELOPER PR OR TO ANY DISTURBANCES S ORSIBLE PROPERTY LK O �I� ONIA LANE 7 � N N � ' IMPORT/EXPORT 0 CY GRADING. fRdV� S�iBAd( ?0' AAW. GARAGE 1 2 3 4 �1 'g ' � �3'wU , �� � SH. t TITLE SHEET AND INDEX MAP iC PARKWAY 4' Q+1 Q 2' '27'� SH. 2 PRECISE GRADING PLAN LOTS 43 - 4e � 1RANS/110W N8 030'1 nW7 I N45'01;98 2, 'W �'� SH. 3 PRECISE GRADING PLAN LOTS 49 - 54 Q' SNK. Qv �4� MAX � �� I � � � � 81 X30N 9'S 03 W PI�IVAIE ENGNEER''S N07N'� 1D 7FE �d�11RAC?�R: �T � II � 1F2AQT ND. �I500+�-1 � � � zii�»' � � 11iE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR � (- STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF II ANDREWS WAY r Medder Engineering Inc. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO T�PICAL DRIVEWAY 28610 Midsummer Lone EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO Menifee, CA 92584 PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NO SCALENOT SHOWN PLANS,ON THESE N D IS RESPONSIBLE � THE PROTECTION INDEX MAP 909-816-5830/951 -301-6792 fax OF A DY DAMAGE TO THESE NES OR STRUCTURES. ,� Q (.QQS- /036 .eo��.-�e���r.►►.� SCALE: 1" 150' WDID # 9 330322766 LD04-289GR Underground Service Alert CONSTRUCTION RECORD DATE BY REVISIONS DATE JACC'D BENCH MARK DesignedSEAL: Drawn Checked 9 SCALE apFEssip � ro � ByDrawing No. E . F E[E [ASL CoQ ` � ���� M.A.M. M. HAM. RECOMMENDED BY: DATE: '-s���IoS CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS CoN: TOLL FREE cent eee.► DWY SLOES 1�ee�d h��%%%9 rae. r..par.s una.. s�p�rvwen Of 4jU-DATE: _ 1 -800 SEE ABOVE AS SHOWN � '° /. o �CEPTED BY: � 3/sic s 7�►cT No. 2soo4 ,,,� � � •�+ � � tee: ��� J. PSS PRECISE GRADING PLAN Off. 14-31-06 MICHAEL-A. M DOF CErU11' DIRECTOR OF PUBLIC wORlff • 227-2600 `�' * ,te ' ,�. ,:= � LOTS 43 - 54 c.�, ce�e.e �r� crv►� `' ana �t✓a+/a ,, � PHASES A 2 NA lf'pFCA��f� R.C.E. No. Expires R.c.c M.. �nw �,,. ��oros off.,,, �E �E� Sheet 1 of 3 TWO WORKING DAYS BEFORE YOU DIC 1" = 20' TRACT NO, 29570 -- 1 3 4 5 6 7 8 9 M IF TIL Ft '1 I v o I 4 SERAPHINAI II I 4 I 39 40 F A.123_/I - © N 49 V Z � Nto N r: � �..�'' � � � L=37.92' a�cc � ♦ � } .70 SD v+ m 53.50 � J 125Z.1 pp+�� „j 6 � � � � � � R 123356", � � . MCj r� U U V 65.20' 00'29'13"E 65.20' 00'29'13"E 63.60' N00-29'1 3"E 61.00' N00'29'13"E WO0'29'13 7• 1255.82 5 1 59.40 1 262.99 12fi4.87 19.6q 1268.15 K 2fi�8so 1 68. tib o w o 1256.50 1' o H 4 A l 63.60 ,� �k K o •�-t O c•� �: cvFL/G8N t. C=; L v \,% L r N 266.40 ~ 1 69.5 Q IgL 126 G =1265.50 L � o L G 7 5.o o oGF=,270' 10. JQ LF1 0.1 DF 7 LF 2 O o O as v 0 0.3' D �`o I L L [] �5 7 O ' 10.3' �o �o o� 26 . 0 1247. Q K oo o�r,1 AKI ti o _ co Q 1 �� B , 67 12 r , ,7 0� � 48 z o� 4 v� I .. .4 r o 42 p - '�7 .� = •�, 4 5 may, � ,_GF=1268..�� FF=12 7 0.s7 s�, .o, ,. J - 0 o FF=1270. 47 = 49 PAD I o ,� o+ -1 6 •/ _ N� �.'r = _ PAD 1270.2 • U-U- 10.2, J� �o FF 2 6 7 v PAD 1269.8 c rn 1254.7 5.0 43 44 PAD-1265.5 46 o.3 DF PLAN 2R-C PAD-1268.3 • I u-� 6.0 PLAN 2--A O o 10.2 ►� o ro FF=1258.9r ro FF=1262. 1 a� PLAN 1R--C �' o� � o� � �w 9 Z w K bt �o FF 1268. 97 rN ti vN 11.4 � I PAD=1258.3 PAD=1261 .9 PAD=1268.3 Q � � PLAN 3-A � � �� o o� �0 1269. = I PLAN 3-B v� PLAN 3R-B o�- • r- r8. 1269. r �tI o a",- 26 . �� 1 4. �� 7 0 W v N� W FL L L L o L v N ;n n I � r 125 . 58 1-U1 1, o 1' FG c z , 1268.3 0 Z 1267.07 V FL ,• L H ;n C' in �' �i FG N w z o ,. , �,. 1267.5 � 7 � 1 57.17 257.17 TF L1269.0 11265.2 1.Ox L H 1.Ox 1.Ox L H 1�� J.0 L H 1.0 •07L TL/H 1t L H 10. ,�0 o Z � N I � RETAINING WALL `��' RETAINING WALL RETAINING WALL (+ z PAD=1 269. W ;n PER SEPARATE PERMIT ;�PER SEPARATE PERMIT o PER SEPARATE PERMIT z w rLjj Cn^ LO Z 1. 2 rM 125 .1 1279,403 70. 12J1,7731 IM.947W 1 1 .4 , 264. 267.07 N06'31 54 W 1 69. 64.68 - ,� - - CONSTRUCTION-NOT '3' G No4.58 59 W " " G � N01'17 59 W 61.13 1267.4 65.20 N00'2913 E 1261.8 65.20 N00029'13E 63.60 N00 29 57 59 Q1 4 AREA DRAIN G G , 3.44' �- �- ~- 126g, Q 3" PVC PIPE 0 MIN. 1% SLOPE N00'29'13"E 1264.6 2 3 1 �'� 4 O SIDEWALK UNDERDRAIN PIPE PER CITY OF TEMECULA STD. N0. 303 I I �-,�-- FG 2 7 26 25 29 28 2 PAD 1267.4 PAD=1257.4 PAD-1260.2 PAD=1261.8 PAD=1263.2 PAD=1264.6 PAD=1266.0 � � PHASE 9 I I PHASE 10 0 20 40 60 80 Medofer Engineering, Inc. 28610 Midsummer Lane Menifee, CA 92584 909-816-5830/951 -301 -6792 fax medofer-eng0comcast.net WDID # 9 33C322766 LD04-289GR Underground Service A I e rt CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: Designed By Drawn By Checked By Drawing No. SCALE 9%o�E�s,oy RECOMMENDED BY: DATE: l� s CITY OF TDEPARTMENT OF PUBLIC WORKS � •FF�Ls PROS LABEC?► 17N/ysLvP S�a ��p �` A �£D 7�� M.A.M. M.A.M. M.A.M. Horizontal =`Z'!� �� y�, Plans Prepared Under Supervision Of Coll: TOLL FREE Contractor ' '° = ACCEPTED BY: DATE: 3 TRACT NO. 25044 4XSEE SHEET 1 " = 20' No. 47do4 " Date: 3L/-4:/--4s RONALD OR OF PUBLIC WORKS ::x PRECISE GRADING PLAN 1 -800 Inspector EXP. 12-31-05 MICHAEL A. MEDOFE i Vertical * * DEPUTY D 9 ``. :R LOTS 43 •- 54 '' 227-2600 Dote Completed 7T C l v l� R.C.E. 47d0� 12/31/05 9/30/05 . ...1geo.- PHASES 1 AND 2 NA FOFCA \F R.C.E. NO. Expires R.C.E. Ne.... 1'744 _ Expires __ ..._ r, Sheet 2 Of 3 . LOTS 43, 44, 459 469 47 AND 48 TWO WORKING DAYS BEFORE YOU DIG PHASE 5 III l 6 II55 � \ s I I = 267.5 - \ reo PAD 1 H N8274'20"E 59.55' N82024'20"E Lloon 'a+. o \ � O o 1. cl; i 4.3' 0 0 L 0 _ CN c.i 3 FL ori 06 xo 7 .4 \ _ I . 1 1 , 6 lay cv �� 4 12 N �- L ii L o \ SLP L 4 o '~ I E 0 o .4 0 3 54 , . 52 o;� 53 w FF=1271.07 o ro8 I �. � �. =1270.4 \ 0% FF-1270. 07 FF-12,70.07 PAD 5 I PAD-1269-4 PAD-=1269.4 PLAN 19-0Ur PLAN 1 -A PLAN 2-A `•� co 7.0'S. 1 O� z 011� 0 4#I a o C)-C%4o� Ln� 4-6 0 I cp o 23.2 U w I� p , �� c; -a� 4. GF= I o 70.�T 11270.2 ~�� ,4 FL L GB `'� G .'� IT - L N9- 0 IFL L=17.41 w 1 '54 15 \ I R 767. .00 p'S � Ln I I R=7 7 I 69.76' ;n N$2'25'41"E 54.41' 82'25'41"E D=1.18 1 L=79.04 rn � 1 I CIIIIiw''P11''Jjj 11111110H A A N ,- I - IL-1 009 TIC 1257.81 ��e SEWERV-: LANE. CD 'C" N ':10 ON SUZIOK --- 1266, - •--- 7 ut-1 L) r + Z I d/36w STORM DRAIN r . C5 CS CS I ew WATER + J �� 1 I77 to 10 U Aj c3 10 I �n Q R 3 ' D=5 �5.72' Lx75.25' I � 1 6 tis??o� � N82'25'41"E 76.46' R=833.00' L=34.76' FS �4" 1267.63 >K FS D=02 23 28 kip NN r, QQNSTRUCTION NOTES C*qIFL G (D4* AREA DRAIN I L FL GB r 22 2 O 30 PVC PIPE 0 MIN. 1% SLOPE FG = 1 7 1 � Q I N , I - =1 o FL G t ,z7o.37 3 SIDEWALK UNDERDRAIN PIPE PER CITY OF TEMECULA STD. NO. 303 r 1269. 1269. 00I� IQ �o FIG Z CD CL - oN FF=12 70.07 FF=1270.s7 51 0o o I I 9 I < PAD=1269*bs N PAD=1269.9 �� FF=1271.0.7. ao o PLAN I -A a PLAN 2R-B � � �o PAD=1270-4 ... 4 o a PLAN 1 ►--C N I I6► 50" c� 47.5' 'Jp OD O "` �• I I C' I V- i.' f 1 i / L cr, ni *007.5 I I I II 94.94' .��'� 44 79 N86'S8'31"E � 96 "19' E1 2 .23' � 84.6 N83'28'06"E --- '- I I I I I PADS1270.E 23 � I I I PAD=1268.0 - -- SEE SHEET N4. 2 PHASE 10 ........... 0 20 40 60 80 Medofer Engineering, Inc. 28610 Midsummer Lane Menifee, CA 92584 909-816-5830/951 -301 --6792 faxLDoS /0?OR 0 medofer-engOcomcast.net WD I D # 9 3 3 C 3 2 2 7 6 6 LD04- 289CR Underground Service A I e rt CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: 9 SCALE Designed By Drawn By Checked By Drawing No. 1 �V FFELS PRvp,���f, drEf oQa°FEs5�°N RECOMMENDED BY: DATE: -�✓�s��6 M.A.M. M.A.M. M.A.M. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS A. �E, 7� Coll: TOLL FREE Controctor Horizontal - ,W��V �o� �y0 Plains Prepared Under Supervision 0f M m ACCEPTED BY: DATE: -fit s S TRACT NO. 25004 SEE SHEET 1 1 = 20 ,� J�r,� No. 47x04 rn 4 Jr 3 �� RONALD J. PARKS 1 -800 ,�,Inspector a � �` Dote: � PRECISE GRADING PLAN EXP. 12-31--05 MICHAEL-A.L A. MEDOF DEPUTY DIRECTOR OF PUBLIC WORKS 227-2600 vertical g :h :. -..Y. LOTS 43 - 54 Date Completed CIVIL ,�� -� A:Y_:��~ PHASES 1 AND NA rfoF CA���� R.C.E. No. 4704 Expires 12/31/05 R.C.E. No. 1744 Exphs 9/30/05 - �f�f � �io TWO WORKING DAYS BEFORE YOU DIG � • � LOTS 49, 50, 519 521 53 AND 54 Sheet 3 of 3