Loading...
HomeMy WebLinkAboutTract Map 30667 Lot 1, 5-12 Precise Grading Tract No . 30667 GRADING NOTES 015 lb 215 � �T 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA revise Gradingan BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. PHAS 6 LO 1 AND LOTS 5 TO 1 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. ��t► DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A 0 MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL 15 = -- SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1 4" PER T DO FOR �/ Statealifami a A MINIMUM OF 3 FEET. LEGEND 7 o 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . 0000.00 TOP OF CURB TC 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR FLOW LINE y STORM FLOWS, OR PROVIDE 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. HIGH POINT HP 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL FINISHED GRADE FG ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL FINISHED SURFACE FS 6 TR. 3066-1-3 COMPACTION REPORT FOR ALL FILLS OVER is DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S TOP OF GRATE TG PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 5 GRADING IN ACCORDANCE WITH THE APPROVED LLAIOTOP OF FOOTING TF ISSUUANCEOFTHEBUILDINGPERMIT. CERTTIFICATIONSABETOOLINE, VICINITY MAP GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TOP OF WALL TW 79 NOT TO SCALE 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 7 ONE FOOT. TOP OF SLOPE TS t 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 12/4/03. GARAGE FLOOR GF 0000.0 + 8 f8 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN PAD ELEVATION PE 0000.0 9 RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 17 FINISHED FLOOR FF 0000.0 1 � � 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 10 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. WATER SERVICE ----�W � � ' 18 20 THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE \11 r FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . SEWER SERVICE ---� 16 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION DRIVEWAY 12., 21 AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY ` 14 DURING THE GRADING PHASE. - - HIGH POINT � � 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, SLOPE ---- 13 t2 A PAD ELEV. -0. MIN. WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF LOT NUMBER I I IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. 23 �7 SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS 1A z Z 1 WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. UNIT TYPE/ELEVATION � 24 I 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS R 6" MIN. I �p��p, 10-Tr. BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF INVERT ELEVATION IE 25 MUDSILL ( I STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN TR. 3o s 67--3 I N GARAGE I VAR IES (Duff $ AR s*** $ (� C I sC I MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. GARAGE FLOOR _ SILL IS 6 MIN I �c�c�}c tw�� * VARIES �) I A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL ENHANCED ELEVATION TYPE- EH 2a ~= ABOVE GARAGE I I APPROVE PLACEMENT OF FILL. TR. 29639-92 FLOOR SLAB PAD PAD 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES AMOUNT OF EXTRA DEPTH LOT 12 I FF FF z ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING FOOTING REQUIRED O AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GARAGE D GRADING OPERATIONS. EXTRA DEPTH FOOTING I 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. 27 28 29- 30 - 31 32 33 I zA zI 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS ENHANCED ELEVATION TYPE- EH sn I o 001-4 ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED o 1-ftpox CIVIL ENG I NEER SOIL ENG I NEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL `� -CNATHM.,�AI�_r 46 " MIN. ABOVE PAD ELEV. - - �, SLOPES OVER 30 IN VERTICAL HEIGHT. 12 j R W 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION ��- 47 ROUND OFF TOP OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO P/L TYPICAL SIDE YARD DRAINAGE ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT 43 42 41 40 38 38 37 36 38 34 5 GROUND SHALL BE GIVEN. * DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS �f-* DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES 1A 1B CORNER MEASURED ALONG THE PROPERTY LINE. THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES 47 �f-* VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. 1B 1E THE SUM -OF THE SIDE YARD SETBACKS IS NOT LESS THAN 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 1C 1A SECTION A 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 2A INDEX MAP FOR REAR YARD SLOPES GREATER IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A 2B SCALE: 1" = 100' THAN 5 IN VERTICAL HEIGHT MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 28 2E E LOTS INCLUDED 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 2C 2C PUBLIC RIGHT-OF-WAY. 3A 3B 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT o AND HIS ENGINEER FROM- THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 3B 3E 55. 55 DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL 3C 3D 55 BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. R 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 6" MIN. VARIES *** VARIES *** 6" MIN. VARIES *** P/L o ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING. THE PROVISIONS OF 1 2 3 3' MIN. 1 ' 1 ' 3' MIN. 3' MIN. 1 ' STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE e MUDS M MUDS IN. MIN. MUDS MIN. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CONSTRUCTION NOTES QUANTITY ESTIMATE 6 MIN. o CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. NO ITEMFG FG FG QUANTITY UNIT CD EXTRA DEPTH �1 LOT GRADING (9 LOTS x 50 C.Y.) 450 CY :;: :' '. 0 .. FOOTING .- INSTALL 3" P.V.C. SCHED. 40 96 LF 12" MIN. 12" MIN. =PAD ELEV-FG 2: 1 MAX. WHERE NECESSARYn a INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT 8 EA2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 12" MIN. 6" MIN, z 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 8 EATYPICAL FOOTPRINT 21X MAX. MIN. 21% MAX. 2 MIN. SECTION B 21� MAX. SCALE: 1" = 40' �B SECTION C-C �E-- - SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE 0 U UNDERGROUND SERVICE DETAIL NOTES w o ALERT PLANNING ■ DESIGN ■ CONSTRUCTION SOURCE OF TOPOGRAPHY OWNER DEVELOPER BASIS OF BEARING NOTE ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. z US HOMES CALL TOLL FRT 27 YNEz ROAD stxrE 40o 647 N. MAIN STREET, SUITE 1 A 391 N. MAI N ST. , SUITE 200 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 '35" WEST a 1 -840-'422-4133 TEMECULA,cAUA 92,%t-4679R I VERS I DE, CA. 92501 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN c� CONSULTING 9M.M.W42 • FAX 909-876.7240 • wwwF 3F.cmn (909) 686-5103 CORONA, CA 92880 ON A MAP OF TRACT NO. 29286, MB 298/86-89. J DATE OF PHOTOGRAPHY 12/4/03 (909) 817-3500 TWO WORK I NG DAYS BEFORE YOU D I G LD04-085G R Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE oVESS16 DESIGNED BY DRAWN BY CHECKED BY Drawing No 0 '� R. BORLAND R. SCHAUBERT J. TANNER RECOMMENDED BY: DATE: d CITY OF T DEPARTMENT OF PUBLIC WORKS a 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN TA.. CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL �� 3�'� ter, tea, Plans Prepared Under The Supervision Of 7 Contractor COUNTY BENCH MARK T-46-81 RESET 1997" _ 8 O r p, ACCEPTED BY: DATE. '� PRECISE GRADING PLAN EASTERLY OF THE CENTERLINE of SR-79 AT AS NOTED �*+ o � No.60132 Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE Exp. e%boa Date: DEPUTY DIRECTOR OF PUBLIC WORKS OVER SANTA GERTRUDES CREEK; 4.5' JOHN D. TANNER III RONALD J. PARKS TRACT 308137 Date Completed e t e d NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL 'ft�! C t y I� P CONCRETE SIDEWALK. tF �0�� 60132Expires6/30/06 R.C.E. SHEET Q ELEVATION = 1097.163' N/A OF C k�1 .E. No. No. 19744 Expires 9-30-05 '''r 19Rip PH - a ASE 6 LOTS 1, 15-12 SHEET 1 of 2 z 1 t0 �4 o CN 75 77 R-950 OO' 76 HARVESTON DRIVE 4" WYE AS REQUIRED ~- R/w N 5' 5 r INSTALL ABOVE GUTTER 6 -�-��� FL OF PIPE 1/2" SIDEWALK REMOVABLE � " J FLOWLINE PLUG / J - INVERT ELEV. A 4 PVC PER PLAN V- 77 go -jr) IFG1 ii / 3 lc •�s 1.5 90.6 44 54 00' FG 4ij / p� 90.1 53.85 5 TS +► 4 TS 88.9 90. 1 91 90_ , ` INV ELEV PER PLAN FL-� "�+ r TS �-- FL , CURB 0 GUTTER / at o S o _ _ aw 3"x4" REDUCER 4"x4"x4" TEEO r - - »3 o o z N O4' ` o N� 5• Z 3 MIN PVC SCHEDULE 40 I # cv r FL4V - rn 0 b 4 ) I N� 1 / 5 .5 IN • 90.6 ELEVATION 89.1 89.1 � �'b FG FG .5 111;7 G 3 z - 1EF FG / / 2 FG � - PE=1G89.4 R 1 A r - 90.6cc / .� FF 2 3 4 � - G 3 1 1/2" MIN. COVER 1089.9 � PE=1 = 0.1 z I F 089.4 PE=1089.8 PE-109 1091.3 � 1089. 1 0 - _ 1090.5 o . gMODELMODEL MODELPE 1$ 10z 1o FF _ NOT A P o EH �Cn _ �C ART PARTU- 90. _ r_ _ -t--- 6 NOT A PART NOT A r •� - 90.5 a; 1 9" 6" / T FG °° U- .A ao � o GF=1090.8 8.7 cn "o 9 9 G 0 �; CI, © �,� N GF=1090 FG SECTION - / GF=108900 89.1 .4~ 00o ,� 9p.1 1 / r K FG Q1 68.8 aQ7o 90.2 o FG 89.0 rn '� FG 5 FG 9(G.5 co 88 98 � Q° 90.b o FG o00 - F s 89.05 , 90.6 �' PRIVATE DRAIN THROUGH URB DETAIL r o co F FS FG CP a' - 0 27.79' 12 h^ 100, 87.41 n0 cn Bg 7.18 TG 1 0 36.74' 43.73'r S FS 1 •19 C ' / J 68 IE 2 S FS 30.42' � 1, �- 87. 1 21 , 02 3 w S FS / I 1 86.90 TC / I •��� 4 S ^� �, ��• - �,� r V- 86.44 IE ---�_ til 1 ------ � w w IF 88 58 TC-10 _ - 1 12 4 gB. IE �� o '. / c9� N78'35►34"E �' 'V N ,mac, -�h V, h IE 4 •rV n 12 R=1123.OQ . --- _ r"''1" AV AR w CHEVERLY COURT C� a "Q 0.50% �. ± uari ;. 0.55 v,N Co CN °° 29 r% e+ 4 88.48 TC 1 PE=1OB9. ENHANCED REAR ENHANCED SIDE BACKWATER 12' rWl 4 4 tiV 88.02 IE 1�► LOT NO. LEVAT I ON ELEVATION VALVE 2 0 2.0x � 87•� $7.37 IE � �C 1 1 YES LEFT SIDE NOT REQUIRED hc� 36.66' 8 S - 2 12 0 2.0X 12- 0 2.0 2 w 51 •9• _ 5 YES N/A NOT REQU I RED 4� r D 89.3 6 YES N/A NOT REQUIRED _ _w I I T 3'g 86.64 IE 3 ofi.26 7.51 S S ZC 88.57 TC 4 N'1'.w=12.4 S Bg.11 IE �, -� FS 7 NO N/A NOT REQUIRED. 88.9 FS '� 87.75 fi4. 17_ 24.77 Q / k $7.64 Q u� FS 388.10 TG 88.11 TG fi4.17' 4Q• o "� 89. ,ri FS ' 87. 87.60 IE 3 88.24 88.4b 82 �.� TC 4 , 8 NO N A NOT REQUIRED r G 87.61 IE FS �88.38 FS�t FS �n 88.30 - 2 43 1E 89.24 1 9 NO N/A NOT REQUIRED- 0; EQU I RED � FG 1 � � �O : N rn ao so _ FS 88.7fi T6 �,� u TC 88.21 N N o; 80.3 89.2 cv K ,n FS Y _ 388.26 I E �2 0 [� �.� N 89.17 IE 3 FS 10 NO N A NOT REQUIRED EM] 2 ^ FS-GB . FG cv� 89.5 K o ee 90.0 2.73' �. o TC+ • 88 67 S , 11 NO N/A NOT REQU I RED I 89.1 89.1 FG 5 0 \5� .7 N'Q FG 89.1 � • .5 � FG 1 89.3 FG N FG •. 2 12YES RIGHT SIDE NOT REQUIRED C "FG � `° . FG '� •Opp - r 5" SLAB PER FOUNDATION PLANS _GF=1089.7 - 88.81 J rn 89.0 "? O i 4 o 88.85 TC 3 S { I I I at .5 i $ n S--G8 FL-GB r ori °f. 88.35 IE •6` to �Q � 5 .5 �•8 FIR Q M �h 24 62 2 0 2• 2 n I - o PE 089,g ag �-!J�'/ I in - 89.3 .7 0$" FG _ 'W S o o. ga.7 N 089. 1 w R I FG FG 10 GF=1090.4 0 bt 89.04g FG 1•0 w 1 I 0 89.1 5' I FF - 2 E .4 0 3 D - n o 0 80.3 r- FS 5.3' 1 .0 90.7 GF=109 90.7 a, - 1090.2 Cb I 0 «a I FG 7. - 89 FG GF=1Q89.4 5• PE = ao I \ R / 5' .61 FG FG ` c .1 1089.4 z 2 r•-a - 11.0 89 - 5 �. TW 4 - 7 -G �.9 ? -� $$ - 90.5 FS-� 10 , E EH G FF 1090.5 5 ' NQ - 0.9 FG .5 5 3� PE=1089.0 v I RETAINING WALL PER �c PE = 1089.7 90.0 FF _ 1090.1 z o 90.7 , It SEP RAT PE I T •4 _ FS 89.1 FG � -r- 89.7 $9.fi z FG PE 1 0 � - Y 80.5 80.5 4 � I � FG 1 1 C o U- FG FG obi ao _ 1081.5 6 12.7 f FG 89.7 FG FG 10 ❑ - ,., - p.7 FG I ,1 at I - B = 109 0 30 z I FG O O z aQ'o 2 N _ w \ 89.4 89.4 r ,•• , o I 20 as .f FG FG I 90.1 6.3 N 7 � 121) - � 20 86. N I � � _ z �13 90cv 89.1 - 1 z_ 89.7FG r- FG0 . - a g 0 89.7 o FG 90.1 001 -109 0 TF 87.3 TW '4 7.6 TW 1 .0 TF 1 88.9 FG o � _ 1�o FG 90.1 o PE GF , 0 1 a N1 .3 TF TS FL-FP \ ,� "� I FG I .r 90.5 90.5 z u7 rn co z I FG FG .7 'y 86 56 iti / 89.2 v I� 90.5 90 0 6 It r N1 89.7 � z ` K , •7 G 3 T FS 7.59 96.1 90.4 N FL-Fp v - FG o `� 17 FG F 91.7 0 C TS N 1 F90.5 1 TS v 89.5 _ J • _ _ 14.75 rs NPTom~ 0 49.0390.4 g ^ FL-1 ``•' 5 "o o �`y 89.9 90. / 0- 87.3 TW `� ?1 90.7 w FL-W a$ I.48' FG �' ti��� 0 ` 86.0 TF 13 ' '3 TS _�► N 1 Z �o z 90 5 cin PF-1087.0 �.. N N� G CIVF ' 19 CONSTRUCTION NOTES w IRRIGATION METER PER � _ �` � _ �- U) METER LANDSCAPE ARCHITECTS PLAN - 7 .gFL / OINSTALL 3 P V.C. SCHED. 40 CL •714 _ _ ca O INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT TS 91.1 - +� r o PE=1086.7 1 � TS '� � 0 6Z. � � � CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET � 1 27 31, 91.1 91.5 91.5 9S7 V)U UNDERGROUND SERVICE 45.42' Ts TS 77.32' Ts Li ALERT PLANNING ■ DESIGN ■ CONSTRUCTION 15 18 PE=1086.4 ` z PE':=1085.2 0 CALL TOLL FREE ■ ■ ■ 27 Y�rb,�,su„E 4aa 20 0 20 4o so -- -- _ _ _ _ ._ _ _ _ _ _ _ T T 1-800-422-4133 TB&CULA,CALFFOF�NA 92991-4679 16 C E3N S U LT I N G 9M.6 M42 - FAx 9os.676.7240 s www.RW.com PE-1086.0 17 0 PES=1085.6 TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE LD04-085GR Q J CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE j%q F E S S 10* DES I(DIED BY DRAWN BY CI-ECKED BY Drawing No. o �p �Ak R. BORLAND R. SCHAUBERT J. TANNER RECOMMENDED BY: DATE. CITY OF TDEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL ,��� f' y �Pr Plans Prepared Under The Supervision Of LD ,� PRECISE GRADING PLAN o 1" = 0' No.60132 ACCEPTED BY: DATE. Q Inspector SEE SHEET 1 2 -- Z D DEPUTY DIRECTOR OF PUBLIC WORKS � 49 Exp. 6/30/05 s �. � JOHN D. TANNER III RONALD J. PARKS TRACT 30E67 2 .- VERTICAL r �1 I�• �ti _- CHEVERLY COURT Date Completed �rF 1��� .C.E. No. 60132 Expires 6/30/06 R.C.E. N . 19744 9-30-05 Q N/A �F C 1►� P o Expires 'rf -�.i°eg== 0 . PHASE 11 - LOTS 111, S-12 SHEET 2 OF 2