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HomeMy WebLinkAboutTract Map 21818 Lot 14 Precise Grading . GREEN MEADOW RD FINISHED SURFACE 16 P V� �oR�� PCC DwY GRADING NOTES: CONI v�DRAIN - 'I � "M N , 87054"32" W 205.34 '_ � KAH M EA R D --' '... •�r�_....... ,,,.. -..--._..,.._. ,.. .... �......,.,r.�, ,.., w CORONA I AND RELATED ACTIVITIES i ES SHALL CONFORM TO THE 19 88 CALIFORNIA " `�' °°-*•° - -- -;•- •----- . ..� . . ._ 1. ALL GRADING Cr PROPERTY LINE (TYP) 24 Q � � BACCARAT RD BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99--23, KEYSTONE RETAINNIG ��.... �� _ ANDIF PLICABLE TO THE STATE WATER RESOURCES CONTROL BOARD NPDES WALL BY SEPARATE TW PER PLAN PERMI ) 8 z �� � �`� GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. r� 1211.09 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE 1 EXISTING sow' � � PROJECT E CONSTRUCTED A MINIMUM ��,, GROUND KEYSTONE RE7AINNIG ok• SWALES SHALL BE A MINIMUM OF 0 2 DEEP AND B EXISTING 1210.37 x OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE HEADWALL WALL BY SEPARATE 1209.47 SITE +o KEYSTONE RETAINNIG PERM I ) 3 CONC MIN rn AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 PER FOOT FOR _ _____ I WALL BY SEPARATE MINIMUM OF 3 FEET. --~�" 1, PERMI ) w/sxs�-1 � wwM � FLOW II o o 3. MAXIMUM CUT OR FILL SLOPES SHALL BE 2.1. ----- ---�---�--------�- PYP CONC V 1208.16 -+ 4 PROVIDE AS APPLICABLE CONCRETE BROW DITCHES DESIGNED TO CONVEY ��� oo - m ➢ 05- 1 1 1.21 100--YEAR STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL �. AT K EYSTO N E VIS NCNo ROAD GRADED SLOPES OVER 3 IN VER HEIGHT OR THAT ARE ADJACENT TO GRADED 4$ DIA EXISTING ri 1 CALIFORNIA AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. DRAIN PIPE 1 NTS x w 1206.20 1 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL N , o o n EXISTG HEADWALL EXIST'G 48 CULVERT c ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT S E CT I o N A 0 ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL C� o r COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. NO SCALE V--I K EYSTO N E WALL VIEW I o 1207.91 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC KS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING O NO SCALE .�. 1206.05 03 1206.36x x / WOR IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE Z GRADE ELEVATION AND 1205.59 x BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 1 x 1205.71 LOCATION OF CUT/FILL SLOPES. 1 x x 12 .04 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1205.25 NPDES COMPLIANCE NOTE. x 1245.73 1 TO SAN DIEGO 1205.60 ONE FOOT. �• xVIC INIT 1 MAP F THE PROPOSED AREA TO BE DISTURBED 0.1 1 AC 1206.11 1205.90 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS 0 NOT TO SCALE � ENGEN CORPORATION TOTAL NET' SITE AREA 1.48 AC I x 1206.08 / PRELIMINARY SOILS INVESTIGATION BY. • SETS OF THE FINAL COMPACTION REPORT I x 2as.16 1205.63 � � DATED, MARCH 14 2003 TWO WASTE DISCHARGER IDENTIFICATION NUMBER. N/A 1205.92 ' -- THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE 1206.07 REFERENCE THOMAS BROTHERS MAP 959, C 2 SHALL BE SUBMITTED TO x �0-�� ,gyp x 1205.9 1205.79x 1 06.3 RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS �ti FOUNDATION DESIGN 1 1205.27 x THE PRELIMINARYPROJEC.1I x 1 07.50BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF ADDRESS 12 .06 / 1206.07 120 3E RTH WORK UANTITTE , SOILS REPORT. / PAUL R. REIMAN 1206.29 1206.10 / 205.95 x CUT 0.0 CU. YDS. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 40823 BACCARAT ROAD 1205.79 1205.86 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. TEMECULA, CA x o� SHRINKAGE (12%) 0.0 CU. YDS. M x 1 za5.o2 THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR (909) 732 52 fig 1 1205.92 1206. 4 � FILL 305.0 CU. YDS. EACH LOT. 1 �,�C- 1 x \�\ 00 • 1206.45 ry • IMPORT 305.0 CU. YDS. AC R E A E. 1205. o �\ o PUBLIC WORKS DEPARTMENT PHONE. (909) 694--6411 ., ...�,. � cr N 1h0`.Z 2 , I x 1.48 ACRES NEr 1206.27 \� �a � � �� 1204.55 1P03.141 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION1 3 x 1'04.85 1206.19 1205. IEXISTING AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND ASSESSOR'S N 1 x � 1206.12 THE OPINION OF EARTHWORK QUANTITIES SHOWN ABOVE ARE UNADJUSTED GROSS INSTABILITY DURING THE GRADING PHASE. °�-�'°�'��-�'��' I..y 1205.56 1206.13 x � CONIC SWALE 1206.71 1204.47 t VOLUMES AND DO NOT INCLUDE THE EFFECTS OF SCARIFYING, OVER EXCAVATION, 919-490-001 x x C4 RECOMPACTION, SHRINKAGE, SUBSIDENCE OR OTHER FACTORS AND ARE SUBJECT 11. POST--GRADING ACTIVITIES SMALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, 0 1205 7 N 1205.97 1206 2 1206.23 x 120 1 TO FIELD CONDITIONS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS REPORT WHERE APPLICABLE, GROUNDCOVER, TRESS, SHRUBS OR A COMBINATION THEREOF 1 x 1205'98 120 .22 1205.55 C`V I AND ARE FOR REFERENCE AND FEE PURPOSES ONLY. ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. LEGAL DESCRIPTION. 1205.97 � IN ACCO DA � � x 12 4.72 1206.06 \ \ 1206.1� 1205.98 C7 SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS LOT '14 OF `TRACT MAP NO. 21818 � 1206.15 � 206.07 12 10.43 1 2 9 9 \1 206-21 x 0 I T METHOD OR MEANS USED WITH BACKFLOW PREVENTION DEVICES PER THE UPC. 1206.2 17 4 85 SINCE THE CIVIL ENGINEER CANNOT CONTROL THE EXAC E �, � BY THE CONTRACTOR DURING GRADING OPERATIONS, NOR CAN THE CIVIL ENGINEER X1206.19 ND x _ 1206.331[ 1 12 4.,JQ GUARANTEE THE EXACT SOIL CONDITIONS OVER THE ENTIRE SITE, THE CIVIL ENGINEER 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND LEGEND. w 1205.56 _�-� 1206.06 1206.36 1 I ASSUMES NO RESPONSIBILITY FOR FINAL EARTHWORK QUANTITIES. HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS .�.�. ----- �..,..,......w..� � x -._ ""� �1206.24 x Ow x 1204.4 -- x r i 1206.02 I MATERIAL. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, �..-(1 720)�� - EXISTING GRADE 1 12 7.2 - 12 4.� I`C' OIL 12 ...� 1206.16 1 I i THE TERRAIN MUST BE CLEARED, KEYED, AND P t 1 ,HED INTO FIRM NATURALS 1729.4 FINISH GRADE i � 1205.69 1 ! x x �r NOTICE TO CONTRACTOR R FU L SUPPORT. A RIGISTERED CIVIL I✓.NGINEER, SOIL ENGINEER, OR 1205.68 ► L.�IUBITS OF 1205.75120 55 EN��NEEF� FOR L RADE PAD FINISH PAD G ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. FINISH FLOOR GRADE � x � 1206.12 1206.25 � GRADING I THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES 0R STRUCTURES SHOWN ON THESE FF TYP PRE--MPGR D PVC 1206.13 06.11 I Y SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, UNTIL PERMANENT DRAINAGE GB GRADE BREAK 1205.64 x x PLANS ARE OBTAINED B 13. TEMPORARY DRAINAGE SHALL BE PROVIDED U CATCH BASIN \ x 1206. / 12¢6.50 1L0613 ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS TECTIVE MEASURES SHALL BE IMPLEMENTED TO HIGH POINT 1 1205.8 1206.4 THEREA Y STRUCTURES ARE INSTALLED. PR HP 1 \1205.55 1206.14 � 1206.42 0 REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND N PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND FG FINISH GRADE \ `1206.1 fi� 206.38 � 1206.39 N "' I I OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION PONDING WATER DURING GRADING OPERATIONS. � 12"X 12"X 12"D CB 1 06.24 '206' �-- OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. FL FLOW LINE x x X205.59 �j" DLA PVC DRAIN PIP1�o6 3�`��_ � x 1 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. -TG TOP OF GRATE 1202.8 TG 1204.6 204.12 1204. FG x, (. EXISTING 30 1204.85 ACCEPTED CONSTRUCTION 1201.8 FL (S) 12�,..�_ (SEE DETAIL 1, THIS SHEET) 1�La6.34 I CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLYTW TOP OF WALL 02.6 15. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS (1.5) DRAIN PIPE PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE BW BOTTOM OF WALL 12 -~ ---x-�---- --�-- ----- --- - I SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A RIGESTERED CIVIL ;1 1206.06120 6 .01 RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES 1204.00 TW 1 3.8� , , • THAT THIS REQUIREMENT SHALL APPLY ENGINEER, SOIL ENGINEER, ORE 19 .00 BW I 6 \� INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, T Q 1' 4 Ox x 1205.46 � ~ �01 x CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR OVER 30 IN VERTICAL HEIGHT. ,( x x � 1205.47 x Ox x 206.04. 12"X12"X12"D C �� \12 6.24 112 .� AND OWNER HARMLESS 1206.01 x -�- FURTHER AGREES TO, DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT . CB 1 .7 1203.6.TG \x \ i FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE 9. 6" DIA PVC DRAIN PIPE ' x 120,3.8 \12 .92 \ _..� 12 5.33 3.3 1201.8 FL N ON THIS PROJECT. REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN 13 LF AT S=0.5154 ' x x 1197.0 FL S IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, , ' 1203'' .38 1194.0 x �� 203.95 � � � x * 206.06 THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 12 x 1205.58 1205.73 1 Zo5.84 CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND 0 x 1 SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE 1187'3 FL �: � � --~- SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. 17. EROSION AND SED g. 0 '. EXISTING 48 DRAIN PIPE I 12 1 REQUIREMENTS OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT x • THROUGHOUT THE DURATION OF THE PROJECT, �� y1.g • 12 .7 x 5 61 CAUTION. THE ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, CONTROL STANDARD NOTES �. 6 DIA PVC DRAIN PIPE !� � 2 1 0 .59 UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION 35 LF AT S=0.01 14 4'X4'X 12 D RIP-RAP -{1195 -- x 20 .91 1120 s?.�.� x R OF THESE "PLANS". ACTIVITIES IF APPLICABLE. ENERGY DISSIPATOR WRITING AND MUST BE APPROVED BY THE PREPARE . 8 •75 -= ''� 1 x 1205.0 x USE 75#-100# ROCK 1 �I I � I I 1205.44 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY . CB2 1190} 8 f 87. 9 r ......o 0=0I 4,.,.1 SEASON. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES 8 . 6 1185 74 1 \ �"�' u� x SHALL BE PERMITTED. ' x 1204 7 ''■►� �C 8 120E 12 84. 1 1204.50 TVII ��`' �,,,, 1 1205.31 1 1205.51 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO PVC DRAIN PIPE 1185 184.1 ��, 11 11 0. 92. 0 BW �o `�..��.,� I x �. 6 DIA © �� s � � 11205 54 THECONTRACTOR IS ADVISED TO PREPARE HIS OWN ESTIMATES COMMENCEMENT OF ANY CONSTRUCTION/GRADING. x x. -- '` 1 rn 53 LF ATS 0.0283 EXISTING HEADWALL 5 � � x 04.02 � � OF EARTHWORK WORK FOR THE PURPOSES OF BIDDING, CONTRACT x ��� T 5 �"'� ,'•. rn 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK PROTECT IN PLACE) I �► *■., x .� .� -1` 8T�4. � EDGE OF PROPOSED AND CONSTRUCTION. WITHIN A PUBLIC RIGHT-OF-WAY.WAY. 1185.74 FL) x x AVEMENT I 1 ��''� 1205.9-/ 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE Q100 -- 209.2 CFS ?p4 I ,1 �` 1 THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE q CB3 \�9� x 5 �. 0 15.73 EN H M R CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. 1 ).fl3.43 �� � • �►® C P ;, 12 oo w `\1205.32 1205.E ` 1205.72T UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY KEYSTONE RETAINING WALL 03. $'I 3Q woo i1 12 -` 1205.33E SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. (BY SEPARATE PERMIT) \9� ~ -T �~~_ �, �. �.. ..� / 1 �\ '''� 600 -7--68 (U.S.C. & G.S. -J63) TEMECULA, MAIN STREET, 100 SOUTH 1202. 1203. 1205.61 TC '''*��-~- -. x x � x 1204.76 WM / 1 1204.67F `"~• -•.,... OF AND ACROSS STREET FROM P.O. AT HOTEL SET VERTICAL IN WALL 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY ytT .88 119 ._ -r 1205-12 1205.21 FL ' 51 � � `� 1\ 1202.70 � 4.24FL 1204.73 F AT EAST CORNER OF BUILDING 2.5 HIGHER THAN STREET ELEV 1005.6 OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING . 12"X 12"X 12"D CB3 1 ZOO.O TW �, .$ \ x 12 .56TC 120 0 THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER 1199.5 TG 1 9 .0 BW 9 � Ar � "T \ 1203.42 1 4.11 FL DETAIL � �-- - ..max T CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE D RAIN \ _ 1205.65 QUALITY REGULATIONS. HE1198.5 FL (N) x � - 12 2.22TCES FROM THESE AGENCIES PRIOR 1 _ FOR OBTAINING THE APPROPRIATE CLEARANCES -� 1199. 8 �� _- 12 1.73FL 1 --�--- F 1�� 1205.51 SCALE. NTS 4 .� - 1200.37E �� TO ANY SITE DISTURBANCES OR GRADING. 18ACC 1 9 1199.31 [110 12a0.77TC _ x � 119 x1199.91 1200.28FL -�- 1204.50 1.86 .46 L - ��_ x • • 501LSA � 5Q0CE__DFJQEOQRAP.I � x � 1205.2 Underground Servlce AIert APPL�CAN`� �__G NE P LEONT�l�G S� 11 8 0 _ •+ x 11 3 L - 201.97 N A ALL GRADES AND TOPOGRAPHY CONTOURS ARE - 1205.23 © THE PRIVATE ENGINEER SIGNING THESE PLANS IS PAUL R. REIMAN OSBJORN BRATENE ENGEN CORPORATION / ,�.�' 1200.6 x RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN 40823 BACCARAT ROAD BRATENE CONST. & ENG. 41607 ENTERPRISE CIR. N. BASED ON FIELD SURVEY BY G & A LAND �� 12 4.31 GRAPHIC SCALE AND ACCEPTABILITY OF THE WORK HEREON. IN THE TEMECULA, CA 92591 41607 ENTERPRISE CIR. N. SUITE A SURVEYING, INC. DATED NOVEMBER 04, 2003 CALL TOLL FREE 732 -5268 SUITE A TEMECULA, CA 92590 (909) 640--4899 0 10 20 44 60 80 EVENT OF DISCREPANCIES ARISING AFTER COUNTY (909) x 1 -800-227-2600 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE TEMECULA, CA 92590 (909) 296-2230 119 77 1201.67 1"- 20' ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING (909) 676--34 .0 1195.45TC �-�' x AN ACCEPTABLE SOLUTION AND REVISING THE PLANS 1194.99FL 1200.33 FOR APPROVAL BY THE CITY. 1198.54 LD1104-044GR TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY DRAWN BY CHECKED BY CITY Drawing No. REVISIONS ACC DOF1 EMEClJL A DATE BY DATE L Sinr_ 71 � . SCALE Q��� S/�y x RECOMMENDED BY. >./ DATE �i � s •. ,� �� 0 9� OB DM OB DEPARTMENT OF PUBLIC WORKS Civil Engineers-RCL 21873 � � � / g HORIZONTAL �ti P Prepared Under The Supervision Of �.- , 5 b PRECISE GRADING PLAN General Contractors-Lic.378242 ACCEPTED BY: DATE .. ..... TE-NE w No. 21873 '�•• _ DEPUTY DIRECTOR OF PUBLIC WORKS _ FOR 41 dd7 Enterprise Cir.N,,Ste.A NONE N E � � Date J�' � D �� CONSTRUCTION& � Exp. 9/30 05 RONALD J PARKS °� �:. REIMAN RESIDENCE Temecula,CA 92590 -� x ;: . .Y.1'•' .:fT t'AY. SBJOR RATEN � . ,--.A:,�.�:,.t-� (909)296-3440 VERTICAL J' 0 �. �� 1! 5.02 BACCARATROAD4 �. , 1 � �082 , . 92591SHEET OF ql V ' 21873 9/30/05 R.C.E. No 1 J744 Ex ares 9--30---0� ��:.is�a�: It OF A\-��` R.C.E. No�_ ._....�..��.�. �,..,� ......Expire p � TEMECULA, CA N/A C C:\CML\PROJECTS\03043--GC-RIEMAN\DWG5\GRADING\GROTo"73@.DWG DIEM 02\13\04 11:23 L.070 I -