Loading...
HomeMy WebLinkAboutLot 7-22 Precise Grading Tract 30669 �� l No . GRADING NOTES HAS 7 15 215 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES recise Gr ading P1a n GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%.DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A f Californi a In City of a te o MINIMUM OF 2 AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL 'J SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR 15 A MINIMUM OF 3 FEET. 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . 4 SRORMDFLOWS,AORLPROBIDE GRADEDTBERMOSW DITCHES THDEETOPNOSIGEDF A�LC�RADEDNVEY 100-YEAR LEGEND �t SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS \LOUCrESTE R COU TR, 30669, �� 0000.00 TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. TOP OF CURB TC 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY FLOW LINE FL THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL vo COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. HIGH POINT HP 'S 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULAFINISHED GRADE FG 7' �7 �►� PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 16o GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO FINISHED SURFACE FS ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TOP OF GRATE TG TR. 30659- 1 O 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN VICINITY MAP � I ONE FOOT. TOP OF SLOPE TS NOT TO SCALE 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE Z PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 2/12/04. TOP OF FOOTING TF Q \ , TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE #rft / \\ \ PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN TOP OF WALL TW Z RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN W 1 CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. GARAGE FLOOR GF 0000.0 9 16ft 22\ 2 1 \ 19 . 20\ 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. PAD ELEVATION PE 0000.0 \ THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . FINISHED FLOOR FF 0000.0 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION WATER SERVICE 1 0 AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. SEWER SERVICE ---Q TR H TR. 29639-�2 HIGH POINT 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, \ r0Al Lal 19 PAD ELEV. -0. ' MIN. WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF DRIVEWAY �� \ CaUR A N WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. �� T R IN ACCORDANCE \ SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS - - 6" MIN. WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. SLOPE MUDSILL ? I _* - - - - 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS LOT NUMBER � � 1 1iz IN GARAGE AREAS I BEEN CLEARED OF WEEDS DEBRIS TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF O ;;'�\ti, GARAGE FLOOR BEEN IS 6" MIN STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN /_1A \ 1 2 \ \ _ _- � ABOVE GARAGE I I H INTO FIRM NATURAL SOIL FOR FULL SUPPORT. `\� •� FLOOR SLAB VARIES AR S***(OEMB f� RI SC MUST BE CLEARED, KEYED, AND BENCHED SHALL UNIT TYPE/ELEVATION 1 3\ \\ I , B t C I A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST L R 1 4 ` \ I �I ** *IX * VARIES ) APPROVE PLACEMENT OF FILL. 15 \1 6 1 7 I \ \ \ \ GA RAGE DETAIL V UNTIL PERMANENT DRAINAGE STRUCTURES NO INVERT ELEVATION IE �� I PAD PAD I 13. TEMPORARY DRAINAGE SHALL BE PROVIDED . ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING FF z Z FF z AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING BACKWATER VALVES BW ` GRADING OPERATIONS. I I 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. ENHANCED ELEVATION TYPE- EH I I I z z I 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS AMOUNT OF EXTRA DEPTH Ha R V 12" MIN. ABOVE PAD ELEV. 1 .5 SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED FOOTING REQUIRED s rON D I T o ao, ., a I CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL R'VE ROUND OFF TOP SLOPES OVER 30' IN VERTICAL HEIGHT. TR. 29639-2 � x 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION EXTRA DEPTH FOOTING LCAT 12 P/L 5' R W OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION DROP (WITH RESPECT TO LEVEL) EELEVATION WITH RESPECT TO DROP GARAGE O'X' ADJACENT GROUND SURFACE ISREQUIRED, THE ACTUAL DISTANCEABOVETTHEADJACENTYPICAL SIDE YARD DRAINAGE GROUND SHALL BE GIVEN. ,, DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS * WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES SCALE: 1 " = 50' OTHER PORTIONS OF THE STRUCTURE (PATIOS, PORCHES, THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES SECTION A-A ENTRACES) MAY BE SETBACK A MIN OF 7' . PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. FOR REAR YARD SLOPES GREATER DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE LOTS INCLUDEDTHAN 5' IN VERTICAL HEIGHT CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN E 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A LO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Cv MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. PUBLIC RIGHT-OF-WAY. 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 42' 42' 42' �' DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL VARIES *** VARIES *** fi" MIN. VARIES *** P/L o A APPROVAL. CONSTRUCTION TE UANTITY ESTIMATE 6" MIN. 3' MIN. 1 ' M BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND CONS TRUC O NOTES ae O 3 MIN. 1 1 3 MIN. 22, THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE NO. ITEM QUANTITY UNIT 1 2 MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN. o ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF PO STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE 1 LOT GRADING (16 LOTS x 50 c.Y.) 800 cY - 0 � FG FG FG o CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE " '� 00 on 3 EXTRA DEPTH a CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. \ I NSTALL 3 P.V.C. SCHED. 40 224 LF �►- • ;.• FOOTING -• �3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 16 EA 12" MIN. 12 MIN =PAD ELEV-FG . 2: 1 MAX. WHERE NECESSARY 4O INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQU I VALENT 16 EA12" MIN. 6" MIN. _ 2% MIN. 2: 1 MAX. fi TYP. 2% MIN. a 21% MAX. MIN. 21% MAX. 2% MIN. CDi TYPICAL FOOTPRINT SECTION B-B 21% MAX. SECTION C-C 0 SCALE: 1" = 40' SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE w DETAIL NOTES V) U W L� UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER / DEVELOPER © LE PLANNING . DESIGN ■ CONSTRUCTION OF BEARING NOTE T _ A R z ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. GREYSTONE HOMES o 647 N. MAIN STREET, SUITE 1A THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42.51 '35" WEST CALL TOLL FREE ■ ■ ■ 27WSYWZMAD,SME 400 RIVERSIDE, CA.STREET, 40980 COUNTY CENTER DRIVE STE. 110 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN � 1-800-422.4133 TEMECULA,CALFOFHA 92591-4679 (909) 686-5103 TEMECULA, CA 92591 ON A MAP OF TRACT NO. 29286, MB 298/86--89. o CONSULTING 9st-676.8042■ FAX 951.676.7240 - www.RE3F.com DATE OF PHOTOGRAPHY 8/5/98 (909) 719-1464 LD04-137GR <z: TWO WORKING DAYS BEFORE YOU DIG i CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE _ IESS1p DESIGNED BY DRAWN BY CHECKED BY Drawing No. o Q * TANNER RECOMMENDED BY: DATE: z ����$ CITY OF T DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN R. GARDEN R. SCHAUBERT J. n CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,`�� � ��, PI ans Prepared Under The Supervision Of rn Contractor COUNTY BENCH MARK T-46--81 RESET 1997" .`�; _ ACCEPTED BY: DATE: Z �b C)5 0 '' E E AD P o __ PR c S GR �G LAN EASTERLY OF THE ECORNERNOFOTHERBRIDGE AS NOTED w No.40132 �- -- TRACT 30��9-1 I n s pec t or THE SOUTHEASTERLYd Exp, 6/30/05 'a Date: l O,S RONALD J. PARKS F PUBLIC C WORKS o F OVER SANTA GERTRUDES CREEK; 4.5 JOHN D. TANNER III - W Q NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL �f' �� 1t ���' TITLE SHEET 0 Date Completed CONCRETE SIDEWALK. R.C.E. No. 60132 Ex i res 6-30-06 R.C C.E. No. 19744 Exp i res 9-30-05 ''�J 198a HEET OF a ELEVATION = 1097.163' N/A p "x" PHASE 7 - LOTS 7 TO 22 s 1 2 12 R--550. GLOUCESTER COURT to R/W 5 5 00 ------ Y, FL OF PIPE 1/2* SIDEWALK INSTALL ABOVE GUTTER 6" REMOVABLE PLUG FLOWLINE 6 FHC14 INVEPLANRTELEV. A 4" PVC PER _j 2% LL_ 1. A, 0 OX MIN 03. V AR X FG 03.3 01.54 TC(3) 6 ce IL Ic FG 01.1 08 IE mt IUD / lot 11W I t28 INV ELEV PER PLAN I__ PE=1105.2 EXI 6* STEP 03,3 mom CURB & GUTTER 03-60 FS FG 1 .46" 3"x4" REDUCER 4"x4 x4 TEEJ FF = 1104. 1 01 PE f 1103.3 03-3 189 'r- 189 10.1 3* MIN PVC (SCHEDULE 40) 2.all; FG 01.2 1 5* MIN 03.2 4_ 0 in FG ,0i Cn S/W 03 3 02 7 It V 0 U_ 0 ELEVATIO11 FG 12 LF FG* 8 13+81.,35 .6 9.7% 1: DWY W=16.5. 102.. 35' .1-0% MIN 1 4 4. 18 0 6 50 .50 G 0% MIN 16-34 1 1/2" MIN. COVER .3 .3 2 W FG 0 26 C FG 040 0; 7 PE=1102.5 01. 63 1.0 5 ON (0 25 44.'741 2 ....... .3 4-ft -GS 10, PE=1104.6 2.OX 6 zz- 01-54 23 24 PE=1103.0 S It S PE=1103.8 PE=1103.5 MIN 6 02.6 92.6 1,3+4 0 50.99 ------ FS FSLA_ -162 - #" 7 - --- U0 V_ Uffy - UAY, Lot 900 6" 11 W�12 98.5 CNI cn 13.75 34.95' 10, p�,v (n 0 14� LU 58.22' 47.52' 97.3 TS EcV tool cc 99.8 2 1 MAX 98.0 97.5 S ------ Co --- FL-FlP FG FG_ FF co W 02_3 98.8 FL40 SECTION FG 110.3. 1 00.0 17 99-5/ 98.6 FG z '5' Ad 199.30 \ .� 150 2.3 01.9 •21 FG Lf 4 97.5 U� TG__ 4' Ir_C- MIN o 10 LF 4' 98. CS W3.0 97.5 PRIVATE DRAW THROUGH CURB DETA& 01 4 7A FG 98.o cNi 841 #-" - FG C� .0 to FG 0 0 98.8 0 C-V FG 0 Z_ I-UX A41N_ 10 VID A A, 7 U-W. � 99 0,T 0 'TC 97.5hry / a1 97.5 gg• 32 IE �/ ,? PE =15 TGFG 71 C14 2.0 U-2, '11� .8 4.4 FF = 1098.8 4 0-L 0 _j, PE = 8.0 cly FG Lt- ./ l = 7 10 _j 5" STEP 97.5 18 MIN 01. ip ffir) �I 1 2Q 99.5 !/f �0') .1 10, lul.44.3 My. 72 TG 3 LL_ 98.8 99.1 7 7 TG I nQ'7.8 S 0 4.,y C 99-63 97.7 4 01.4 Ca2 / C .5 9 .0% 97,8 PE=1103.8 sip 4 STEP FF = 1098 sk P 6* STEP PE = ') _j FG 097�:j 96 -008 00-0 6jo _j tt 0 6AP STEP I - 5 .60' FIG r%j FG STEP EP 0 8.30 Fs A 96-83 00.0 99 .3 LL �T7 12.7Z C� 00 G 3P 1100.,3 1 U_ .0 GF,11G 9 97.98 59 0 1100 3 C", .7 98.13 FF 97. FF=98.8­ �EH,90 --G8 4 D y9 FS__�g I OD I'S 6 FH 9 9 99 8 to STEP •0- 5. - 98.151M 01 LL. W-bl/ RR 1 .0% MIN 99 ^ 2. 0 r-r-IR 24' 1098.98 V. Cn C� L 4 -1 . - # g e ;110-8 6- STEP F91.15 �5 FG 97-20 ()().9 cjg.3 99 14 RIM /Z L '99. _j FS FG TC� I \ o W.0.5 1 992 -I F I i� - FS CF) FG- 0 .69 . V: - / (0 FS V) 2-oX 7 98.5 00.7 20-17' FROM BC V -- 97 FG 32.69 FG 90.7 4 1 FG S - 5 P TS FS Z) 9 DWY W=13.9' - \ ravo FS - IN. 98 0 • 1J .0% 9 .6 96. 1,9 5 3 So PE=1103.2 C STEP 3214. 98-24 4 S TCp c; 00.9 - V 4 40 STEP 00 5 t - 37"�t 5 5 97.06 2.0% R -61 3-7 FS 0.5% 0. MIN ca L1 9 97.21 10, FF = 1101 .7 IF OF = 11CO-9 .28 ' 1 CUD 41 Z5 9 N�, o ��, `�,`c, �,, �oh- ti it 2 32-98 4r V 10, j�c4 ► zz A 00.9 IL ()1.9 13.6 Lt 9@ FG VL PRECISE GRADING FOR PASEO 00.9 ? 7.61 FS, 1.0% MIN \N,4;� IL -------------- 40 fb\ AT, FG 40' PARK PER SEPARATE PLAN LO 'N ft) SEE LD03-275GR C�\/,Cj 0 ------'`t'_7S__ 54 101.0 FG Q0 'CD 1411 NC-1 Iry �, A _ - ryry pw 0 34 $� �- ry TRENTON COURT -4 Ln "F 0 (IV I-- ST vl� -1_�z SEWER- -- -- ) ao LIGHT W.4JL a. %.Wj 10 C� AN Fff- > IK INN, • 0�A- F ENHANCED REAR ENHANCED SIDE BACKWATER X C*4 14. LOT NO. ELEVATION ELEVATION VALVE 1% 2 :37 CIV &B. Joz 1\ ILI 7 YES RIGH " NOT REQUIRED WA L_j 96-15 97 C_ 95.55 IIF 4 8 YES N/A NOT REQUIRED .)I E 01.9 .57 97. 9 • 4Z 9 YES N/A REQUIRED I RED 0 FG FS 0 97 :'S N rl_ 100 :L__OO 9 bz 9593 10 YES N/A NOT REQUIRED 01.4 PAD + .3 4 • STEpS 49-4o S FS F5 F .01 11 YES N/A NOT REQUIRED 66 53 15 100.7 FG 00.0 97, LV 40 .3 FS 12 YES N/A NOT REQUIRED to .00. 1 bed Qjr-zr 1 4 9 35' -4 STEPS. 0 AL / O - FS -0 0.5' 13 YES N/A NOT REQUIRED 0 .98.5 0 !C. 9. 4 Ir 6 1u2 %_j n art - - 96.44 �8_0 1 14 YES N/A NOT REQUIRED 11� W TEPSO __�Or 99 Z./ FV 15 YES N/A REQUIRED 11-0FG 00 4 STEPS Cq C%4 V6 �•%r_ C; F 16 -S 1099 F=00• 2K 98.97 96. 5 V 97,4 I­_ 0 00.5" r 3 y N/A RE I RED 00r,� Ni�'-�( / 'S•/ O FG Qo '- „� + .- J �-GB '0 97.3 0) _H FL-G8 FF-98.5 17 YES LEFT REQUIRED I RED 0 C) CD FG to- 4.21 16 18 YES RIGHT REQUIRED 7 6, 4 STEP FF=99,0 r� - GF 109B 19 N/A N/A REQUIRED 99.70 GF=1098 5 - .0 0 �+ �•65 F to o9.07�- / 2 1 `r' FS Qo _j 97.9 _j 97.4 20 _N/A N/A NOT R -QUIRED 3: 5 / _?-10% Q I og FG 21 N/A - NOT RE 2UFG STEP ___N/A-- REQUIRED 98.17 FS 0 1I -�Fj- U_ (9 INnT _j FG 0 0 22 YES LEFT REQUIRED (0 CD 98-58 FS • ,¢ pE ' 11 p 9 /2 N _j 2.0% 2.0% 5" SLAB PER FOUNDATION PLANS 99.2 N 16." 10 9 0 Z M I F_� N FGS 0­4- U-) U-) 0) 01.1 CH 100.6 28 U 97 00 (C 99 FG _j _j 99.8 - 7 go Z -Z 1A .7 TS FG 0) -.9 S _j z �.80 99.8 4 EM:1 6­4 00 3* STEP 0 C U) VF 4 T f2)o z Z 00 < C 0­1 4! LL_ .67 F.. M 98.25 FS X 1(0) .2 2B I cam 999 .4 FF = 1099.4 0 .7FG 9.4 0 CONSTRUCTION NOTES __1 be R PE = 1098.6 F16 20 0 20 40 60 0. 00.8 .6 77 Ell 99.4 FF 109 C) cr) 1: F 9.01 FF 1098.5 to TS 41 FG 98.6 _j 09 ifO97.7 QINSTALL 3" P.V.C. SCHED. 40 CY z PE 1 8.2 0 - .2 (FG­ 98.4 '00 97.7 98.2 1* 97.7 --4-27 00,4 99 FG D98.2 - EH FG 7.6#- CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 GRAPHIC SCALE --r41111 FG LO FG TS 31. it F$-�P 0 0 UNDERGROUND SERVICE 09 6 . A_C1 L-i z 97. INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT N +f 0 I cr)V) 98.0 0 PLANN E DIENIGN ■ CONSTRUCTION y ING CN; CC) C) ALERT FL-+P 98.7IFL4f SL V_ csi VARIES 54.44 CID Pill /TS 2. 1 MAX 56.07' OD 53.36' Ei < W CALL TOLL FREE 27555 YNEZ ROAD,SUM 400 TEMECkLA,CALIFORNA 92591-4679 1-800-422-4133 > C:0 N S U LT N G 951.676.8042- FAX 951.676.7240 - wm.RBF.com o TWO WORKING DAYS BEFORE YOU DIG LD04-137GR <z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY 0 SCALE 1WESS14- Drawing No. 9 0 RECOMMENDED BY: -DATE: 2!�Ps DEPARTMENT OF PUBLIC WORKS < TA R. CARDEN R. SCHAUBERT J. TANNER CITY OF TEMECULA Contractor HORIZONTAL Plans Prepared Under The Supervision Of 0 rn ACCEPTED BY: DATE: 0 C-0 PRECISE GRADING PLAN 1 20" LAJ No-60132 rn Inspector SEE SHEET I Exp. 6/30/CS -140 Date: DEPUTY DIRECTOR OF PUBLIC WORKS L 1_1 JOHN D. TANNER III RONALD J. PARKS TRACT 30689-1 VERTICAL 6P Q'i �OA PHASE 7 E< Date Completed 60132 6-30-06 R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 TRENTON COURT LOTS 7 TO 22 N/A or C kvx SHEET 20F 2