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HomeMy WebLinkAboutLot 18-25, 69-76 Precise Grading VO" PRIECISEE- GRADING PLAN M TA HOT PRINGaLOTS 18 25 JAIND 69 76 OF TRACT NO, 25004 - -- U � SITE ,GRADING NOTES � ��, � ?_ 11111) Iill0000� 1. _ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRACING, EROSION & SEDIMENT CONTROL CITY OF I ENIECULA, CALIFORNIA / PHASES 10 AND 11 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 SWALE SLOPES SHALL BE A MINIMUM OF 17o. DRAINAGE SWALES SHALL BEA 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 Y4" PER FOOT FORA MINIMUM OF 3 FEET, 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 4. PROVIDE, AS APPICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE GRADED GERMS, 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 5. ALL GRADING SHALL 8E DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, � 7976/ ft" 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. / � \ �� • � o 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS DEPARTMENT A � i � � \ P` 75 WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING � PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL 8E TO LINE, GRADE, ELEVATION 74. AND LOCATION OF CUT/FILL SLOPES, PHASE 11 � � \ \ 73 VICINITY MAP 7. FINAL COMPACTION REPORT WILL 8E REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. ,� � 1 61 NO SCALE 0 Jill8. ALL GRADING SHALL 8E DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS � 1 � 60 62 �-\`�.-� � �' INVESTIGATION 8Y GEOCON, INC. DATED JULY 2, 2003. TWO SETS OF THE FINAL COMPACTION REPORT 1 , 1 . _ � �� 72 SHALL 8E SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN1 1 1 \�� RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN GONE IN CONFORMANCE WITH THE � � �� 71 RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE � � 7 / LEGAL DESCRIPTION----REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO � .� ^ r 59 � 63 a PHASES 10 & 11 ^. BUILDING PERMIT CLEARANCE FOR EACH LOT. I LOTS 18 THROUGH 25 AND 69 THROUGH 76, INCLUSIVE, OF TRACT N0. 25004 PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 � 11 � 58 64 , � � RECORDED IN GOOK 345, PAGES 20 THROUGH 25 OF MAPS, RECORDS OF 00 � \ /69RIVERSIDE COUNTY, CALIFORNIA 10. CUT AND FILL SLOPES SHALL 8E PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT CONTROLS TO �I '"' 65 �� \ � LO �1 11 57 1 \ �` � vi PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. 0i^, � �� � 56 66 ,�� � NSOILS E 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT 8E LIMITED T0, INSTALLING, WHERE APPLICABLE, � ` 1 � � GROUNOCOVER, 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 1 � _/ �1 I 55 � 67 , �\ � GEOCON INCORPORATED IRRIGATION SYSTEMS WITH BACKFLOW PERVENTION DEVICES PER THE U.P.C. �I Q � 41571 CORNING PLACE SUITE 101 6$ MURRIE7A, CA 92562 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF • -' T 1 WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL, IF STEEP SLOPING TERRAIN OCCURS UPON PHASE 10 52 53 5� '�� ( ,w 951-304-2300 PHONE WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL �,,P` ,- � � � 951-304-2392 FAX SOIL FOR FULL SUPPORT, A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL � I � � APPROVE PLACEMENT OF FILL. II '� CJU� 22 OWNEREVELOPER,* �D 13. TEMPORARY DRAINAGE SHALL 8E PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INS7ALLED, 49 5 5� � \ PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS, K8 HOME SWALE 1% MIN. � `�P LOII 26201 YNEZ RD. SUITE 104 \ MARC SANTOS �� � � ` � _� 48 23 20 14, OUST SHALL BE CONTROLLED BY METHODS APPROVED 8Y THE CITY ENGINEER, ' -" �-- TEMECULA, CA 92591 tn Z N CEJ 15, STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1.5) SHALL 8E � � � � _ _.. _ ,,,_, II �g I) I 951-587-3310 PHONE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT 8Y A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR � � Q 47 24 II I 951-506-1722 FAX ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. � SWALE Z �� � W HOUSE � SWALE - -- �-- �,,,.:- -�- 46 725 �$ 'I �I 16. A REGISTERED CIVIL ENGINEER OR LICENSED LANG SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING z V � BENCHMARK.0 PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN � 5' IN. - -- � � 17 SEA LEVEL) SHALL 8E GIVEN, IF AN ELEVATION WITH REPECT TO ADJACENT GROUND SURFACE IS REQUIRED, � FRONT 4' MIN. 1 S' MIN. � �! � 45 26 THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. '' F- ( � 16 � COUNTY OF RIVERSIDE B.M. N0. T-46-81 RESET 1997 SETBACK LINE - _.. �o �o � � __t6"MIN, '(OP - --� 44 27 II I � FROM THE INT. OF RANCHO CALIF. R0. AND FRONT ST. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIOS BY THE REQUIREMENTS OUTLINED IN THE � � I � 1.7 MI NW ON FRONT 5T. JEFFERSON AVE. TO THE INT, CITY OF TEMECULA GRADING, EROSION & SEDIMENT CONTROL ORDINANCE N0. 04-04 THROUGHOUT THE �9�C2 " � 18" MIN. � - ' I 15 � � OF JEFFERSON AND WINCHESTER (HWY, 79), 2.0 MI. NE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION �0 - -- 43 28 II II � � ON WINCHESTER R0. (HWY. 79) TO A BRIDGE OVER THE ACTIVITIES, IF APPLICABLE. -� MAXO _ _,... _ p 14 SANTA GERTRUDIS CREEK, 55.5 ELY OF THE C.L. OF .- EXIST. 2:1 SLOPE (20 42 2z; Q I � WINCHESTER RD. AT SEELY COR BRIDGE OVER SANTA 18 EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON, NO OBSTRUCTION PER ROUGH GRAD. PLAN ' ' O13 II II I GERTRUDIS CREEK 4.5' N'LY OF S'LY SIDE OF CREEK. OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL 8E PERMITTED. Q:� 41 30 II~ � I ELEVATION: 1097.163 19 ALL PROPERTY CORNERS SHALL 8E CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY �2 � � II CONSTRUCTION/GRADING. TYPICAL LD1' DRAINAGE TYPICAL SWALE-SLOPE _` � _ _ _ 40 01 31 UWj 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC NO SCALE11NO SCALE ww II�W II � I TOPOGRAPH Y RIGHT-OF-WAY. � I 39 611 ___32 �y_ 10 � APPROVED ROUGH GRADING, STORM DRAIN, AND STREET I � TOPOGRAPHIC INFORMATION SHOWN HEREON IS TAKEN FROM II II I 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS � I ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING �II 38 33 � IMPROVEMENT PLANS FOR TRACT N0. 25004 CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO PROPERLY LINE THE CITY ENGINEER FOR REVIEW AND APPROVAL. �I I I R 00I �, g :2II i EA RTHWORK U AN TI TI ES 22, THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FRONT SETBACK ZO' MIN. GARAGE � I��I � 37 36 35 34 8 ` � CUT FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED nJ uI� II II 1,600 CY SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CONTRAC70R/OWNER/DEVELOPER 15 RESPONSIBLE FOR 10' PARKWAY � �I) 7 ) I ' FILL 1,600 CY GRADING OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR I �v �Q-•o�0�1 O (I I� ON 1A LANE � � II II � IMPORT/EXPORT 0 CY 6 SW. � Qv 12� MAXM ------ F-- �� 1 2 3 4 5 6 > I N 1'17' 3"W � NDE) : STREET 29 V ��� N1396.113�1� 2�.00I� � SH. 1 TITLE SHEET AND INDEX MAP Q �( III I NS I '30'1 I W�I I 423,82' I . 2 ESN LOTS 81 �2'a 127 - 25 N45`01 SOS11W ,pSH. 3 PRECISE GRADING PLAN LOTS 69 - 76 PRIVATE ENGINEER'S NOTICE JIQ THE CONTRACIffla&.0 TYPICAL DRIVEWAY �I ( TRAgT N p. �500�301 � " 2„ °�� `"l hl � � � � t THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR NO SCALE (II� r _I` � �� J,�„ \ / � I edofer Engineering, Inc STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OFIll, � ANDREWS WAY AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO r 28610 Midsummer Lane 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 909--,816--,5830 951 --.,301 ...6792 fax NOT SHOWN ON THESE PLANS, AND I5 RESPONSIBLE FOR THE PROTECTION INDEX MAP 4F AND ANY DAMAGE TO THESE LINES OR STRUCTURES. „ �medofer-eng@comcast.net LDOB0/�,��------ SCALE. � - 150' ............. WDID # 9 330322766 �n�5--2�5GR Underground Service Alert CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: Designed 8y Drawn 8y Checked By I+1AM � vetoletoXJr w.4tG torr 9LI C� Q�pF ESS�pN � � CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. Call; TOLL FREE Contractor 2:/S/Od'Y�RDSLD/y8' pOd' Horizontal �, �t�' pq y RECOMMENDED BY:. GATE: � � ��O �� q,MFO �� M.A.M. M.A.M. M.A.M. �+ Plana Prepared Under Supervision Of Q 4Y.dLGq X07''3 ZZ4 p P - AS � m (/ � o G TRACT NO. 25004 �I HOO SEE AB0VE � ACCEPTED 8Y: DATE. /� �, � Inspector � No. a�6o4 � orate: � �9 �- RONALD J. PARKS � ��� PRECISE GRADING PLAN 227-2600 Vertical * EXP. 12-31-07 ,* CAE E ER DEPUTY DIRECTOR OF PUBLIC WORKS Y.;.,•' ,, r;*,Y Orate Completed s c ��P �;' �`,,,, �''";""';"": LOT318-25 end 69-070 f�• NA �grFOF�A��FR.C.E. N0. 47804 Expires �2�3���� R.C.E. No. 19744 Facpires 9/30/07 ��•::;'i�ga.�::� PHASES 10 AND 11 7W0 WORKING DAYS BEFORE YOU OIG °'�'•� TITLE SHEET Sheet � of 3, c 1268.3LOTPHASE 2 LD04-- 289GR) �-- 4� � g 7.5926 ' 8. 1269.9 LOT 4 7 126 .9 1270.2 N01'17'S9"w LOT A 8 1270. 12651 ........ 61.13' N04'S8'S9"W �" 64.68' N06'31'54'W 1,� = 20P I �+?� 1266.5 " "_"" ' 1288,0 F I� Cnv � � Z 00 CN 1.090 FL H 14' I � o0 --.--� � 1267.10 TW d FL/HF1201m TF I 14 111 � � 8.�� � .0' �il� L /FL/HP12 mLf) > = F� '_ N f V z m � I 3 F 4 ew s,z� � 1 76 /Z66,IF/rw 5.o- 9.� 6 00 Oft o FF== 1265. 77 -, s.5 �FIG s.,' � F 23 N �E1AlN/ill WAttP�R °� �z 4�F --I�265.1 F FF=1268.67 � 0. s�PA�ar�P �M 3' OF SAN 3R,C � eW � PAID-I 268.0 0� � RETAINING WALL � �q„ I3R.-Ia 'd PER SEPARATE PERMIT � PLAN �o N w (OD Q LU � � -� � a.o� � F 126 7.17 I � ro �t o o PAD-1266.5gF=12§- 18•�to �F � G �. ��� lZb8.8y1tV CL. � o.z) of PLAN 2-e , , ori 4 !F � � � � Cil ' 0.3' OF 0 26. � I � �G a 16.0' r*' F �. G ° �960,Vr _ . o F c 12ib.Z0 F I N � � • cB 1s� 1 Ln o D=3'34' �� 1265.1 � �263-10 TF !v �I `�% I civ 1 y 12(v�v.�v� I I 24 10 70" � � 1 \ Jib O ' 4 illIlIllIllIlIlIlIlljIllillllllllllI I I �-6 .73' 1 FS �=3'47'36" R=107 ,00' 12 2 L 70,84' D=3'47'28" R=1070. 0' L�70 80' 12-61. 7 � 11 1 Q io 1264.75 1266. 1 �� 21 " � ~ � OADre) 2%3 �. � � SHREE � � pp _ N �j � U J 31 6 3c.� � 1 R �-J 12 g �_1 � '' + � 16 .86 �+., -1 1 64.55 N � 12 70 � � T T � 44.4 D'-3600)'$34 .1130.00' L=65.83 FS �� R= 1 O.d ' L=59.35' of 1 �(✓ ' �o FS '� � 3 40 35 R= 130.00' L=59.36' 0=3'00"35"R=113 .00' L-59.36 D=3'00"35" R=113 .00' L=59.35' � 3 2 3�6 5 �?9p). �2 ,. 1 1 'V 12412. � o , , FS NQS , 96,:�s. a' �I � N ?s� / �, Q 1 1 F5 F5 o F �° :- 1265.35 �0°l0 o b� I °`' ��y ,3 1 cV � N 69. �J 1 � F �FS G G F(. G L F G 128 .1 � v�i� N� � FL e O 1 q }I � FL GB F G •t .r FL G 7 11.8 GF=1 9.9 11 � � � 1 I 1266.1 1 .1 IJ 0. DF I 5.9� '3 FL GB 0 5.0 G FL GB O I z � 1 � �I 10 LF I W � 1 � 4 LF I 9.8 � 0.4 DF 0 0.6' DF O f �G 0.6' O F � � 1 Q L F � 8W w 4 LF ( 0.5 OF 1 0.3' DF N 7.0� 1 ' F=1285.37 �w �, I � (� cn 7 1268.2 LJ �a � � r`� � �+ I � F I FG 6,�' 187.4� 4.5 22 1 1 �- ti F�=1267.07 I z cF=�2am-��.s�oo a9 c�-�ass.s o� � FF=1270,047 � � �4 FF=X2 65087 �� PAD=1266.4 o � �� PAD� 4.6-0 � � pp,D=1269.5 a( `�. � PLAN 2R-A � � Bw �o I o,�of 2� �a 1 1 PLAN 3R, I" � �o PLAN 120 B , � � Q �� � Z �o FF--v 126 9.37 F � a FF=1268.17 � � �o PAD-1 268.7 � � 1 � � . � PADN�1267*5RIw �� � � , ss o PLAN 3--8 �, .s � � t PLAN 3-C ( � F� F� � �Y� • � 70�ao� 2a.o L, FL o z 8.6 o z FL� t F 1 m ,� �� � F�3.2 � lzvoorwi1w� FL � a� OZ0100 N �n CN;3 ` W `�� I 8.5 � OPP 7.0 5.0' F� se *" NI� 1271. 'Y11/ � T 12 �'S 1 1, � 1.09; � �� 1267.5 N� I � � � o ,.o% j.0%'. 1.0% 1.0� .-.--�'- 1 0 1W p � � I I .87 w o.l G 1 p19 Z�J ro �l2 cZr) ao o � I � F� `.-- � r, 1268.1 FL � ��! .d9 g6. N 2��2 �2 � � I ^/� '� � :`' •�:f? 6.4 �2 a? FG � 1 - z o �' 2p.20'�g VIA�L PSR FG �(�ra�� ,,,,,y��r 66.89 t� 6ggAKA*r&o pGl� G 216.4 121 V Za 40 so $o � CONCRETE BROW DITCH PER ROUGH GRADING PLAN pE� Engineering, nc. - _ _ BIMedofer - Mwo T C 28610 Midsummer Lane No8�98�6"f o-x'3511 ,96 Lo Menifee, CA 92584 R=zso.00 �=aa.52 0=1 •z a �=290-00 L 000 -- 015OR 909-816--.,5830/951 -301 --.,6792 fax medofer-eng@comcast.net WDID # 9 330322766 LD05"~205GR__ 9 CONSTRUCTION RECORD DATE 8Y REVISIONS DATE ACC'D BENCH MARK SEAL: Designed By Drawn By Checked By drawing No. Underground Service Alert SCALE Q�pF ESs�pNq M.A.M. M.A.M. M.A.M. RECOMMENDED 6Y: DATE: l 2$ � C I YY 0 F TE M E C U L A DEPARTMENT OF PUBLIC WORKS 4MV �r IL Lor�a Aov�v 5 � � �a �� A.MFa ��, 25W4 'l S/Od YARD�Go�°�'A00�0 �r Horizontal ��;'� ��yc Plana Prepared Under Supervision Of /� TRACT NO. FR ContractorWAL � ACCEPTED BY: V ..,.,, Call: TOLL EE �5 cors Zxl3 �� � � m DATE: � Q �'�v 1100 SEE SHEET 1 � = 20 W No. 47604 � Date: iz �9 �-- Rn�Lo J. PIKS PRECISE GRADING PLA�J1 ' EXP. 12-31-07 MIC EL . MEOOF DEPUTY DIRECTOR OF PUBLIC WORKS r,•, -^r Inspector Vertical s � `� ,�^ �:�. �>°;.;�+:;.°�Y LOTS 18-025 and 69-"76: 227-2600 P ��:��...:. PHASES 10 AND ti Oats Completed NA �gr£�F�A ��� R.C.E. NO. 47804 Expires 12/31/07 R.C.E. No. 19744 expires 9/30107 �r0r��i�9Ne9+'.�'' Sheet 2 Of 3 TWO WORKING DAYS BEFORE YOU DIG r wpm 1" 20' LOT 80 WD EASEMEN ._.... ........_. ... .. ._.._... ._.__.. .. . . .. ...... .. ... _... .. .. .. ........ ..._._._.. .____... ......._._ .__.__ ... .. ._..... ........... �. �. . .. . .�..�.. . .�. . .... .. . ... . _..._. . ..__�..... .._�.._. ._�..�.._. ..� . ..._ .. .�.. ._..__.. 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" n... � 2.0% � 10,9 `.� MIN16 74 F•G 1 15 L ... FFw1303.47 F 2 ° ' PAD- 1302.8 � .� PLAN 1 A ° +�� , o 18.2' a o 130 . � ��, �• p°� � ,'O�' CO ( wo S� ¢ t 4 FL GB N -o )�40'3 os 6oa p�• o c L: 4. , lot cn lov � 01.E G 1 oo• ` 1p, 10 Ca 1 5•a' ' MIN, C ° , 1rol o PO `0 F � C 1.0�° 6 s�• 0 20 40 60 80� Medofer Enginet4"%;'ring, nc, 28610 Midsummer Lane Menifee CA 92584 909-816-5830/951 -301 --,6792 fax medofer-eng@comcast.net LD05,,~205GR WDID 9 330322766 ------- Mm ------ ' SEAL: Under round Service Alert CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCO D BENCH MARK Designed B Drawn B Checked B WNW� SCALE �,o ESs�a 9 Y Y Y Drawing No. Q N RECOMMENDED BY: HATE; '�' C1TYOFTEMECULA DEPARTMENT OF PUBLIC WORKS M.A.M. M.A,M. M.A.M. � �p,� ADO �� . Horizontal w �,, Plans prepared Under Supervision Of Call: TALL FREE Contractor 'TRACT" NCS, 25004 - � ACCEPTED BY: �DAT � • "� 0 w No. 47604 (/ _..... 14?0111149'�rRONALD J. PARIS 1 �8Q0to Date.°� iDEPUrf )IRECTOR CF PUBLIC WORKS �' r Y: PRECISE GRADING PLAN Inspec or �, .� . ,�.,.��, �II Vertical �. EXP. 12-31-07 �*, MICHAEL A. ME E .;:•. M.A.,�.,.�.� 22TI600 „ r,• LOTS 18��5 and 69�76 ..... ........ Date Completed 4r ' a7�oa �2/3�/a7 ..:�. .�...'. PHASES 1t� AND M NA OF CA�,�F� R.C.E. No. Expires R.C.E. No. 19744 Evire9 9 30 Q7 rr ••i�e�.•• Sheet 3 of 3 TWO WORKING DAYS BEFORE YOU DIGQF 01