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HomeMy WebLinkAboutTract Map 29928-3 Lot 1-5,8-12 Precise Grading GRADING NOTESTraiat 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING No . 29928 3 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE recise SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIM M rU art 15 215 OF 2' FROM THE TOP OF CUT OR FILL SLOPES. �! T 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HAS 1 LOTS 1 TO 5 AND 8 TO 1 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH.5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT rl City of Temeculaae of CaIorni a 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. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000.00 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, TC GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE Teel 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG _--� p HIGH POINT HP �►-fE TOP OF CUT SLOPES. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG �,.�- lllo 1 ONE FOOT. 2.0Z FINISHED SURFACE FS3 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES GARAGE FLOOR GF 0000.0 DATED AUGUST 15' 2001 . TWO SETS OF THE FINAL NAL COMPACTION REPORT SHALLPAD ELEVATIONWOO. BE SUBMITTED TO THE � 0 VICINITY MAP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS ECOM-MENDATIONS AND CERTIFICATION THAT GRADING HAS - ! 'r�'�. !'i'-�' / r N �G�P� S BEEN DONE I N CONFORM F I N I SHED FLOOR FF 0000.0 $ ;�, rllf j/''' .'.f" ' ' \ G' Z3 '7r NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING WATER SERVICE /r;/, //r1 ,�/i HIGH Po I NT 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- SEWER SERVICE -� ;I %i','� Z5 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR O � EACH LOT. ON�Ra, DRIVEWAY X�NG'T _ rri r�i111 r r,,�,% 1 Z ee 11 . CUT SLOPES EQUAL TO OR GREATER THAN x QU AN 5' I N VERTICAL HEIGHT AND FILL SLOPES EUA T ''; � EQUAL 0 OR GREATER THAN 5 I N VERTICAL HEIGHT SHALL SLOPE /,� 3 , f 1 to irr. to TIP. BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE I!r;r,', /„/I l'" 12'/// ; 1 r , r, l., ,, r ;r (IxEPT FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER 1 1 '.''''%%L!r"r,, �/r';�!',' ;,.;',;! VARIES B AR S*** B �; RISC CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. A, I i'''r"r''' � VARIES 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS UNIT TYPE ELEVATION BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS / '� r�'�'� r, N MATERIAL. A ,r rr , ;i,�� N LE (, PAD O A 2 PAD FF FF 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED THE TERRAIN INVERT ELEVATION IE18 MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. W PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT BACKWATER VALVES V OF FILL MATERIAL. -'/!r :f'i'r, �' %/�/1 1 Q 31 30 ENHANCED ELEVATION TYPE- EH L'''"i%`�I;�i"i!''I;/' ,'i,/r' 'r 1 Z -� ? Z 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF %; ,'!I,j;/;41 ; r, ;r,r i;`. CL00 z PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL AMOUNT OF EXTRA DEPTH � '%'' � r 2 W l +x SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO -� saw � FOOTING REQUIRED O ADJACENT PROPERTIES. R W 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED A RUES ON DRI EXTRA DEPTH FOOTING � - BY THE DIRECTOR OF PUBLIC WORKS. TYPICAL SIDE YARD DRAINAGE 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVEoo WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE {ii PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. \ CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) ��`-1` \ VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 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 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 \�.3' MIN. 1 ' 1 ' 3' MIN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE SCALE: 1 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 �f LOTS INCLUDED FG FG PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS IN GARAGE AREAS GARAGE FLOOR SILL IS 6" MIN EXTRA DEPTH ' TREES 20' ON CENTER; COMBINATIONS, SHALL BE PLANTED AT 10 ON CENTERS; , 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 7 12" MIN. WHERE NECESSARY 12" MIN. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 50' 50' GARAGE D 2% MIN, 2: 1 MAX. fi" TYP. 2% MIN. LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 21% MAX. MIN. 21% MAX. Cx co 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. a 50' SECTION B-B 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 2 SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES n TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. e 3 N U VERIFY: IF THE SWALE FLOWLINE IS LESS CONTRACTOR TO V R � e 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ao " THAN 5 LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- P r 00 A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) m RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON CONSTRUCTION NOTES & QUANTITY ESTIMATEVARIES *** P/L REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED `� 12" MIN. ABOVE PAD ELEV. 3 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. NO. ITEM QUANTITY UNIT 0 °Q ROUND OFF TOP MUDSILL MIN. fi" MIN.LOT GRADING (10 LOTS x 50 C.Y.) 500 CY F cv 2 INSTALL 3" PVC SCHEDULE 40 53 LF G.• O P/L 5� � 3 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT ���� ' EXTRA DEPTH ;+ w r- Q 5 EA .o Q p4 Q�P� FOOT I NG - Q 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER TYPICAL FOOTPRINT .� �9_ =PAD ELEV-FG DETAIL ON SHEET 2 5 EA SCALE: 1" = 4 O Q 2: 1 MAX. 0 'Q F ^off WHERE NECESSARY O INSTALL 4" PVC SCHDULE 40 17 LF ��9��! c�`.v` 12" MIN. 6" MIN. N ti•1 2% MIN. N UNDERGROUND SERVICE SECTION A 21% MAX. w ALERT PLANNING ■ DESIGN ■ CONSTRUCTION SOURC OF TOPOGRAPHY OWNER DEVELOPER BASIS OF BEA RIN FOR REAR YARD SLOPES GREATER SECTION C-C0 G NOTE w ANALYTICAL PHOTOGRAMMETRIC SURVEYS, THAN 5 IN VERTICAL HEIGHT SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES of LENNAR COMMUNITIES a_ CALL TOLL FREE 275MYNEz ROAD SLIME 400 INC. , 647 N. 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 1 -800-422-4133 -A.CAUFo�A 92=-4679 R i VERS i DE, CA. 92501 ' FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN THAN 5 LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS CONSULTING 909.676AN2 • FAX 909.676.7240 ■ wwwRW.com (909) 686-5103 CORONA, CA 92880-2006 ON A MAP OF TRACT NO. 29286, MB 298/86-89. A MINIMUM 6" BELOW SWALE FLOWL I NE. (SEE SOILS REPORT) < DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3600 ca Two WORKING DAYS BEFORE You DIG OLD03-17068 LD02-204GR Z Q CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK �A� Q j,%V E$s j#* DES I(�D BY DRAWN BY CHECKED BY Drawing No. o !v 03 i11CH LFctllIED,,c-M7-PeIA17-ZOa77,0,V-Z,07-4 , " O M. BOECK M. BOECK RB RECOMMENDED BY: DATE: -6 S Q" CrrY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Q 1/2 DIAMETER ALUMINUM DISK, FLUSH I N qQ ,� 'N C. ,,5, n Contractor 7/03 AV'b KGV 1 SEP CMAANWCGIWr_Wr 0W LOT 9 CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL � � U " � � PI s Pre aced nder The Supervision Of � COUNTY BENCH MARK T-46-81 RESET 1997 � 29 � EASTERLY of THE CENTERLINE of SR-79 AT 1" = 100' W No.63494 -1 ACCEPTED BY: 4DATE: S 3 PRECISE GRADING PLAN o Inspector OTHE VER SSANTAAGERRRU CORNER of THE,BRIDGE Exp• ����� Date: " L� _ DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 29925-3 �' DES CREEK, 4.5 MATTHEW C. HICKS RONALD J. PARKS Date Completed NORTHERLYS F SIDETHE WALK. SIDE OF THE VERTICAL sr'l Ctylt Off~! - PHASE 1 Q F OF �`lE� R.C.E. No. 63494 Expires 9-30-06 R.C.E. No. 19744 Ex i r es 9-30-05 �l�•; 0 Exp• .,� LOTS 1 TO 5 AND 8 TO 12 Iz ELEVATION = 1097.163' N/A SHEET � OF 2 � I /► I J 15 £V PE=1118.8 / \ 14 16 PE=1118.5 PE=1119.2 37.94 I. 6 309 // N �~ �� 21.0 TS 22.34' 13 -�, TS _PE-1118.2 17 J 76.95 21.0cNn ;n 60-47' 0 PE-1119.4 TS 019.5 _ 19.7 I titin T FG j 52 57 21.0 - - 20.2 0 21.3 TS N .n TS 36/ . o \ N I TS +t 21.02 / ,._, n / 15.20 r I 19.8 � Z / z � � 19.0 "' 67 o_ 0 I o / TC Q 21.3 F 20• 19.7 �-Fp ,5� \ (0 FO FG .1 � - - - - / O 55' TS - 2 � _ R - FIG FF 1120.40 z 19.2 19.2 I 112 r PE 1119.7 /3-R\ FF 120.0 GF-1119.9 5 _ FG + FG -- �L 19.5 o C ® � w y PE I 19.4 �t A T - ~ O FS-GB FG W ��`' s '� o MIN. K , X _ � W ��+ Z o FL Z FF 1119.9 Z = s� 0 Z0.0 ,ri PE 1119.2 •a _ 20• FG ( © 19.7 19.4 • a, / -5.2 120.2 9.2 o FG FS-B I 10 p r ^� �- cV �a1 � 19.2 ._� - � 6 F $ ? \ 1 o - I FG I / 3 - X rn +� O 2•dx 19.4 19.7 19. .1 19.1 / 1 TC 5 o FG '"�/ 4 1 •16 h _ Q I 20.42' �O• '` �`I' O r° '9 N coFS to b �186 FS--GB 18.4 g' GF=1119.4 / / ry 1.0 S 15.E ° =57• �� l l 2 .� 15 TG p 19.2 E-M . • 2 •�8 3 �0 1• i k� O 45 18.36.0% 7£ ^o Z MIN ,cap FS 31 0 K E 19.22 110 19.2 h �A. 18 �. 1 r• N v FS - FG 1 / 16.90 r C� _ �° c' r'� 1.6% S-' ° '3x � 1� w / TC 3 v, I �. PO o I \t'� 48 94 3.70 S N4 \ 17.71 C 2 7.0 LF PO `r I ^� \ i • S 40 99 y FS 17.50 _ _• 9.1% , 10' �° y6 1 I 'yf �fi 1� / 16. 11' FS 15.9 S 34 ti 1. 52.37' 6.6615.9,5 r ti4rc 0.0 LF 2 ^ / I _ V n ti� �C � N 21.7 / "� '� c, �°T 1s• �c 7 TS \ F� ^ ST. LIGHT " cn 1 5 10.0 LF a°` �' RZ1� dJ TC �* 4 / --F S 1b N N46.05'41"W 24 R �/ 4 15 E 1 11 '9x 0'� 1 1.OX MIN 1. TX• .33 I E / n � 0 lF �� � 10, _ 0 19.3- 10.0 LF 2 LEXINGT N ROAD �'• �' s 1s. 2•sz E GB / ^• o.50 � 2 • •°x 15 8 2 TG rc ,�'� �' » WATER r£ 3 �o 4 n >r I 5 9 FG a, 20.4 j 8.22 I �' ^ ,_�' c' 'ate �o ^•moo jai tea+ - �1• 1 N FS--GB .o% FS-GB 6.3%.48-92 I •d, h / ST. LIGHT °I6, N 20.4 p• 19.01 1 2 3 / 9)• - •- _ FS-GB FS N 44.15' 2 13' 17.97' ;� 2. ,�����A v lb I Il _.._ G / 17.91 - 17.53 Ll 2.OX o? 50.25 16 �� ,��,�� ' 1 ' I MIN cv 20.7 FG , FS _ FS S 5� • Cc 20.5 I /I�- �e ie - •r 'S - �' � � o - � .� 1 17.12 TG � � S � 1 r' �,. '1'. F ' °� �i• I FG as / cl �, 3 ,� •� cr o FS .�.r ��► ,�'� fl, Q 'I I 2 n •� 1 16.62 IE ar, �$ I 10 / 19.8 "' 18.70 19.2 'u� - B I 1 •qq 'a- 19.9 - (F7SEG �,T / FG 18. FG 18.0 ^ ,ri FS ,,,* 1• •O}11.0 2 FS 70 / �� O Q � �° t'�ti�'• 1' X3.74 20.4 FS-GB 1 ,t 20.7 18.6 0 2.OX /_2 FG FF 1121.4 O G S - Q 18.818.8 0 1"I �` Z• 1�.1 ti 4� PE 1120.7 � I I 10' 10' 10' 19.11 T 4 O E-fid N N �-(,'B 18.8 FG .- �. •rn 1$•6 "( S I w _ 18.65 I .4 FG v �s11 ,$ -� ,� �c I _..... 108.01 ' 1.OX MIN 19.6 FL-GB I M it-- 6" FH r ® 5 1a' G ��• Q I � 1.5X 19.12 ,,•1 I GF=1120.0 5 Q 7 19.37 T TC Z ilo 19.6 1 .9 0 FG .moi F� yti� PE-1121.2 I FF 1119.9 d �,�°pry I x I I 18.87 IE I Q D HO FG - I 18.9 PE = 1119.2 © •c �' .q 4�p� 19.22 F•.I. AS ME FS-M ; 5 TC (� 0 19.2 n I I I 1 10 1 � FG y _ I Z 3 19.2 of MIN. © I 1 34 in I 10 \OP no 0 FG , \4f 6' I 3 R GF-1119.4 0 415 ti I W 3� �� j I 1 C14 CS I � N a� � � � ; 1119• � FG •"'� � � � 1 I 1 FF 1120.5 �. , 1 z 19.8 PE 1119.8 19.8 z z 19.2 Z FF z 111$' - 14 I 8' FG FG FG 19.2 z 'o, 1 2 23' 1 28 - l I 6 1 I FG � Ta LLJJ ?� r_ I ,1 - Z I L_J VG 0 I O N O I 5 Ik - • 1 _�J - Z S� 5 - - - - 19.4 1 I1 E N 19.6 0 19.2 TS 18.9 �I I n S/W -HP nl - 8•Z � TS I r� � o FG N 1 39.51' 3 3 I i cv 19.8 � FG FG•8 n �� TS'4 - 101.67, "� 37 PE=1117.2 I 20.2 � co S` TS cq�F 1 37 60.37' 9.93' I co �G PE 11117.6 ca PE=1120.3 �" � Y �a36 0 PE=1118.9 m R/W 4 WYE AS REQUIRED 59 50 INSTALL FL OF PIPE 1/2" SIDEWALK REMOVABLE o ABOVE GUTTER 6" PLUG FLOWLINE N N INVERT ELEV. A 4" PVC_ ENHANCED REAR ENHANCED SIDE BACKWATER FOUNDATION PER PLAN X LOT NO. ELEVATION ELEVATION VALVE CATEGORY t:: ;:;•-,; >_ 1 X LEFT SIDE NOT REQU I RED VERY LOW '" `� • '+ CONSTRUCTION 2 X LEFT SIDE NOT REQUIRED VERY LOW w }.•:Y•.� :.��. ;= INSTALL POLYETHYLENE 3 20 0 20 40 60 :.:_ ; ; NOT REQUIRED VERY LOW PLASTIC JOINT MATERIAL �2 INSTALL 3" P.V.C. SCHED. 40 ` " `f•"' "QUICK JOINT" OR EQUAL 4 NOT REQUIRED VERY LOW 1 1/2" MIN. COVER O INSTALL 60 GRATE PER N.D.S. NO. 40 OR EQUIVALENT 5 X RIGHT SIDE NOT REQUIRED VERY LOW co GRAPHIC SCALE 4Q CONSTRUCT PRIVATE DRAIN THROUGH CURB PER 8 X NOT REQUIRED VERY LOW rn CURB k GUTTER :` - _-• -� r •:;.' _ DETAIL ON THIS SHEET 9 X LFF�510� NOT REQU I RED VERY LOW INV ELEV PER PLAN UNDERGROUND SERVICE 010 3"x 4" REDUCER 4"x 4"x 4" TEE "'" *'-;`' ' ;-�'?-`='- M•'" �` "�+ ' ,4 INSTALL 4" P P.V.C.V.C. SCFED. 40 10 NOT REQUIRED VERY LOW w O PLANNING ■ DESIGN ■ CONSTRUCTION " ~.yti__;`�-}ti_' () ALERT 3 MIN PVC (SCHEDULE 40) 11 NOT REQU I RED LOW-MEDIAN 9" 6» p Z 12 RIGHT SIDE NOT REQUIRED LOW-MEDIAN EL N 4" SLAB PER FOUNDATION PLANS z CALL TOLL FREE 275aa YrEz ROAD,s�x>1s 400 1--800--422-4133 A,GALA 92991-4679C110N o CONSULT 1 N E3 909.676.8042 ■ FAX 909.678.7240 www.RB J- LD03-170GR Two WORKING DAYS BEFORE YOU DIG L D02-204,Gi R CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE Q�0�E S S PA,, DESIGNED BY DRAWN BY CHECKED BY � �• g� Drawing No. o 6/03 MCH 1 REVISED FOOTPRINT LOCATION-LOT 4 ` p M. BOECK M. BOECK RB RECOMMENDED BY: DATE. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS IF Contractor 7/03 M13$ 2 Revl SED C-1V1•�►k[EM► WT �V LCFT HORIZONTAL ,%-1 't1 � C• yf �� Plans ans P e q � = p ed Under The Supervision Of � 8 03 0 „ - W �. ACCEPTED BY: DATE. _ PRECISE GRADING PLAN / � Q o Inspector SEE SHEET 1 1 20 � Exp. 9/30/tO Date: (.0 LT!'E7 DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 29928-3 �' 11KMATTHEW C. HICKS RONALD J. PARKS n Date Completed eted VERTICAL t' �1 alt ��� 634 4R.C.E. PHASE 1 Q p lF OF A`�E� R.C.E. No. 9 Expires 9-30-06 R.C.E. No. 19744 Expires 9-30-05f�l ices== N/A . LOTS 1 TO S AND 8 TO 12 SHEET 2 of 2 • t