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HomeMy WebLinkAboutTract Map 31053 Lot 1-6, 64-69 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION 'Fract No . 31053 F CHAR1.. 1F= ST0N & SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMINT FOR 15 CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BEA MINIMUM OF 1%. recise Gr adinga In SWALES SHALL BE A 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 1/4 PER FOOT FOR E A MINIMUM OF 3 FEET. asp sm 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 . 15 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED ate of aliforni P a In City of a SLOPES OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS 9J TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. LEGEND 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL I0 ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY 0000.00 THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TOP OF CURB TC COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. FLOW LINE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S I9 PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 71 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FINISHED GRADE FG 721► 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS ONE FOOT. TRA TOP OF GRATE TG BO RY LOT 1 LOT 2 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE \^� I VARIES VICINITY MAP. AS-GRADED REPORT OF ROUGH GRADING BY LEIGHTON AND ASSOCIATES DATED 4/16/04. �I TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE TOP OF FOOTING TF NOT TO SCALE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN TOP OF WALL TW \ ��F� TRACT TYPICAL a Q TYPICAL HIGH POINT CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. av goy OUNDARY DEPRESSION �' � �' DEPRESSION A WAD EL -0.2 MIN. TOP OF SLOPE TS ,� PER CITY'S 3 r ©� FEN ALV PER CITY'S 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 F,� 7STANDARD o 3 w STANDARD R s HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. GARAGE FLOOR GF 0000.0 i ��g� 57 e1 SECTION X-X R , ADJACENT LOT PERI THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE CC&R AGREEMENT FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 . PAD ELEVATION PE 0000.0 Cr d2 NTS A 51V. sa 63 ,, DRIVEWAY SDETAIL ** ** '°''� B B N z 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION FINISHED FLOOR FF 0000.0 �� A IES AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY , • �i Q� VARIES RI ESC DURING THE GRADING PHASE. ��� i i -� �- P WATER SERVICE 1�J �� ��� P�� \� '� # ## 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, S3 i 10 CONTINUOUS DRIVE APPROACH WALL�� WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF SEWER SERVICE �S a2 v PAD *** FENCIN PAD IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS a1 l 11 s j CENTER BAND z FF vA z FF WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. DRIVEWAY � TRA�:T 31053-F BETWEEN � p � DRIVEWAYS- so 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SLOPE pv� o�ti \ o�� \ LOT 1 LOT 2 ** ** DRAINAG FROM BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF 49 �� �rQ �i �� �o �- ADJACENT LOT PER STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN ''�' 33 '�' Q� \ - v _SIDEWALK - C ? CC&R A EEMENT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LOT NUMBER1 1 i �� oo�� 14 ,�►� \ a - a A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL i $4 ��. 1a \ X v - Q - - Q v X o pox n pox APPROVE PLACEMENT OF FILL. 1780 \ UNIT TYPE/ELEVATION AR 32 TRACT' 306692 s" TYP. 6" BAND -1 lo 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ' / 36 \ _�:ESCORLINE R ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING � � I I � � \ -Tc BORDER T AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING INVERT ELEVATION IE �/ 31 ) 17 TYPICAL SIDE YARD DRAINAGE GRADING OPERATIONS. \ 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BACKWATER VALVES BW 37 30 pJ,. , a a Q + DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY A. � \ �' civ ?� WHERE: 18' MIN TO GARAGE DOOR, 10' MIN TO BUILDING, AND 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS AMOUNT OF EXTRA DEPTH 38 29 ,�o w r 7' MIN TO PATIOS, PORCHES, AND ENTRANCES. (1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED FOOTING REQUIRED 3 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL 39 211 p i i �� \ CORNER MEASURED ALONG THE PROPERTY LINE. SLOPES OVER 30' IN VERTICAL HEIGHT. EXTRA DEPTH FOOTING2O PLAN VIEW - VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION 40 27 � r / � NTS FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION 8 (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO -O X 2d 21 \ CONTINUOUS DRIVE APPROACH IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT DROP GARAGE I / / \ \ MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL GROUND SHALL BE GIVEN. I 22 ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS 25 23 ��'1 _ \� \ BACK OF ALL SURFACE FLOW SHALL BE DIRECTED AWAY FOR BUILDING OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE PORCH AREA SIDEWALK PER SECTION B-B DETAIL OR SECTION C-C DETAIL. NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. SCALE: 1 " = 100' FS PER R 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 2.0% MAX PLAN 6" MIN. VARIES*** VARIES*** 6" MIN. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. LOTS INCLUDED 3' MIN, 1 ' 1' 3'0.5� MIN MIN. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 1 FS PER MUDSILL MIN. MIN. MUDSILL COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FG FG PLAN SILL 6" ABOVE 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PER PLAN GARAGE FLOOR = a PUBLIC RIGHT-OF-WAY. 5.0% MAX o 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 0.5% MIN 12" MIN. 12" MIN. AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL CONSTRUCTION NOTES & QUANTITY ESTIMATE STEP DETAIL 2% MIN. 2:1 MAX. 6" TYP. 2� MIN. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 20% MAX. MIN. 20% MAX. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE NO. ITEM QUANTITY UNIT SECTION 13-13 ~ ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF 0 LOT GRADING (12 LOTS x 50 C.Y.) 600 CY 35' 40' 40' 1-_0 STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE 6" MIN. *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES Q CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE O INSTALL 3" PVC SCHEDULE 40 103 LF MUDSILL CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. a5 IN GARAGE AREAS VARIES *** R o INSTALL 4" P.V.C. SCHED. 40 199 LF 17 GARAGE FLOOR - SILL IS 6 MIN 3' MIN. 1' o _ ABOVE GARAGE 4� CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 9 EA n 192 117) PO 218 r FLOOR SLAB MUDSILL MIN. 6" MIN. Iz T_ r' �5 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT 12 EA cn FG GARAGE DETAIL O6 INSTALL CLEANOUT 5 EA EXTRA DEPTH ;.� FOOTING Q O CONSTRUCT RES. DWY. APPROACH PER C.O.T. STD. NO. 207 AND DETAIL HEREON 11 EA 36' =PAD ELEV-FG = G9 CONSTRUCT CONCRETE SWALE PER DETAIL ON SHEET 2 13 SF WHERE NECESSARY 2:1 MAX. 12 MIN. ABOVE PAD ELEV. �� Z 12 MIN. 6 MIN. Q TYPICAL FOOTPRINT ROUND OFF TOP 2% MIN. N SCALE: 1" = 40' 20% MAX.SECTION Co 5 r *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTESui w UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER DEVELOPER LD05-182GR ALERT PLANNING DESIGN CONSTRUCTION BASIS OF BEARING NOTE BUILDING AND SAFETY Z ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. MERITAGE HOMES 0 647 N. MAIN STREET, SUITE 1A 5161 CALIFORNIA, SUITE 200A-A REVIEWED FOR COMPLIANCE WITHCALL TOLL FREE 4om couNry CENTER DWVE,s�100 RIVERSIDE, CA. 92501 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST S E C T I 0 N T I TLE 24 DISABLED ACCESSIBILITY ONLY o 1 -800-422-4133 TEMECULA,CALFOR14A 925®1-6022 (909) 686-5103 IRVINE, CA 92617 FOR REAR YARD SLOPES GREATER > (949) 250-6600 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN THAN 5' IN VERTICAL HEIGHT C C7 N S U LT I N G 951.676.8042■ FAX 951.676.7240 • www.RBF-com DATE OF PHOTOGRAPHY 8/5/98 ON A MAP OF TRACT NO. 29286, MB 298/86-89. o APPROVED BY: TWO WORKING DAYS BEFORE YOU DIG NA ATE J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKDESIGNED BY DRAWN BY CHECKED BY DRAWING NO. 0 SCALE Q�OFESSIp*! RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Q 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��O O_ T JDT AMC JDT n CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�4+ a, Plans Prepared Under The Supervision Of CONTRACTOR " � r' r � COUNTY BENCH MARK T--�46-81 RESET 1997 � � rte, � - ACCEPTED BY: DATE: � z� a�► x PRECISE GRADING PLAN o EASTERLY OF THE CENTERLINE OF SR-79 AT *� _- THE SOUTHEASTERLY CORNER OF THE BRIDGE AS NOTED No.801/0 _ -- Date: �� RONALD J. PARKS - TRACT 31053-F, CHARLESTON AT HARVESTON � INSPECTOR �. a/3o/ae � DEPUTY DIRECTOR OF PUBLIC WORKS � -- 1 Q OVER SANTA GERTRUDES CREEK; 4.5' J HN D. TANNER III PHASE-3 LOTS 1-fi A N D 64-69 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL JJ► Cl V t\� ti DATE COMPLETED CONCRETE SIDEWALK. �jf E��� R.C.E. No. 60132 Ex i res 06-30-06 R R.C C.E E. No. 19744 Ex i r es 09-30-07 fa, ..ilea.. � ELEVATION = 1097.163' N/A of C��� P P °�• • SHEET 1 of 3 18+28.66 CHARLESTON LANE (WEST) -4i HARDSCAPE PER LANDSCP. A-RCM-r- -21+76.38 ANNAPOLIS DRIVE 8 PLANS X INTERSECTION co 61FG 77' 10.80 FS 10.95 a. 10.54 2.8 S Fs 11 TS .96 /10.59 18+28.66 CHARLESTON 1.8 I #�m�S 10.4 CN� /1 .. 10. 5 48" SEWER) CHARLE TON LANE =21+74.38 ANNAPOLIS DRIVE 20+00.00 CHARLESTON LANE 10.64 FS STORM DRAIN P R LO FS FS 17 INTERSECTION CLEANOUT TO BE REMOVED PER HARVESTON TR T 296 -2 HARVESTON DRIVE =46+09.10 FS 10. 1.00% 0 q INTERSECTION 10.69 -.49- CD U.1 -TR-29639-2 SWR. k WAT, IP STORM DRAIN AN co ------ co, V_ c� m FS 95 N OD� S 0.50% 19 �oc r- ---- LOT 7 1 .5" IRRIGATION METER OPEN SPACE WATER)- 0 9 ....... 9- 8 IRRIGATION MANIFOLD I rl-- PER LANDSCP. ARCHIT. ... .............. A ------ PLANS 04 cn V) O-5OX 0-0cn. ix oil 00 Lf .U) A ­1. 11 S c%j cil 0 V co 0 S -a 0 2.0% CQ 11.8 tv FG rn .8 0 10.6 TW 0 0.58 P 5' F�'0 6 EPS R -4 4 STEP fI IL- 1 0) 0 50' 37.3 TF 10.6 TW IN - 1 10.97 1 - 2 FS 0 U.t) .4 09.7 Y, 11.01 7 09.44 FS 4' FG 01, 10.77 F - .37 1% MIN­ 1!10 0.42' 11-44 FS' 'IV (n 11.94 11.2 e �.4>GF=1110. -09.-6-/ FS FS D.5 F G E_STEP c�V) 11bcv 90 ml L.L_ 15 m FG 11.8 10-88 11. T1.0 10.67 FS )1 4 .)ILV/ FG 10 14.0 1 > I lot > z S11.7 FG lot 10.6 i4w 1 .7 lof(�� lot 910, 0 lo .7 FG FG FG r2s 2 __11 1.5X FG FG LA_ j 9 CONSTRUCTION NOTES 11.5 _10-9/-7\ 0 .4 4" STEP 111.4 -4 08 20 08. 2 1780 TS m 11.8 lot C 3.3' 10 07. 4 ).67 FS 2� I NSTALL 3 PVC SCHEDULE 40 10- 9.3 10 1 .57 FS 10 c�V) Ix (n 111.4 LA_ > _------ .1.- - - - - m FG 10 GF-1111 C) 2: AR cl) LL_ 11.3 ;�2 10.81 FS 4" STEP F=1111.9 .2 0 m --1 .5 FG 4" STEP I: ;j (D > 10.2 !0 11�1 109. LO FFxlHI.0 MIN. INSTALL 4 PVC SCHEDULE 40 12.07-FS lot r��- 10.2 PER LANDsCP. 9.9% 4" 10 1.57 FS • 10 c*q 1780 10 1 t 10 --mm- 0 PEn'111110.4 2 IT! 1 12-07 0 kRCHIf. PLANS 107 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET b4 2� 10.4 OR C5 _: .47 IQ EOE c1q C4 PE01110. GF=1110-5 1 11 PE UJ 7 1 D-2 V) 91 lot K 5 FG RE. . -L ff_�_ 1 11 FG/ m C) .4 9 .2 lo� z cn 2 FF.TMO 8 SE AR ' PERMIT > 10.0 r INSTALL 6 GRATE PER NDS NO. 40 OR EQUIVALENT z t FG ch /17130\ LA_ 5-1 .I PEz1110-4 3' 1% MIN. `�_FL-FF TS 3' :EC 11 F F ImMt .3 z 4w I I (6) INSTALL CLEANOUT k i m I mi %_4 1 7.7% 5 11.7 9 FL' --1 10' m - z 10-0 1 1 U0 FFx1 - 11.6 F 4 PEntM.3 Ur j 10.4 cq FG 1.0% FG 112.4 FG FL-HP 10 JR FG cl) 08.67 10 07 CONST. CONCRETE DRAINAGE SWALE PER DETAIL HEREON FFx11T11.9 2� ' 46 3 1 2.5 2 GF=l 111.4 .2 '-S 10.31 PE-1111--8 GF=l 111.9 �t 11 m C14 .7 � I VTS--GB - NOTE: m - .3 PEs,1111.3 10 _c 1% MIN. cq cn I- � 3-GB 11 • FF01112. .2 LL_ LL_ 11.8 IR C.D TG 0 1 0 6 IA_ .241di.4 a cn I ____ - S 10.3 SEE SHEET 3 FOR HORIZONTAL CONTROL DATA FG PEx 10 1 .1 09.8 1% MIN. 10.2 09.7 CL i FL LA_ TPS FG bt 2i FL-W FL 11.6 CN a- - < W 0 0. C) m 11.3 2' 5' 11.8 04 FG I i /FG z U-) c it z 08. *4 2 1 FF011111.0 JR i - FG I Z 62 63 S 4" STEP 7 MIN. IN &--I < go.0 10.67 FS 10.1 112,8 11 11 al cm LO .0 G PE0110.4 MIN. TS -1% MIN. TE ill FL-6 LL_ MIN. X0.7 11 1 1 .4 PF- 11 1 1 .4 12.0* IE G Gi 10L/ Q3 FG lop 2% 111.4 - -N L 0 2.0lq, 0 10, FG FL-W bt I " - IQ TS 1`0 ;0 09. 119 11 9 --- 1% MIN. FL /111.8 FL 58 59 6 0 61 1 1 0 - _/111�TS x Pf : 1111 .2 Pf_ 1 1 1 1 PE 1111 .0 PE- 1111 .0 4 6.18 FE cn :5A x x x x 0 1 4 TEPS u- 10.4 .. lot _j .8 1 O'CD 10'0 10'9 1 O'G FG <e4 0 0.5' - D5 mEP10'32.0% S11.07S FFxTH1.4 z 1 64 08. 2 z .0% P__4 R/W INSTALL 3 5 09.3 TG FS Am PEn'11110.8 ME 0 5 5 3' REMOVABLP-.2) 08.4 IE -6 FL OF PIPE 1/20* SIDEWALK PUE PLUG WHERE 0 05 MIN. 6'• (T 'P,) 08.95 10.8 4 V GUTTER INDICATED FS .6 FG \BR 10 2% 111.8 11 ON PLANS I FLOWLINE 8.9% F1 - TS 411- A m U_ 3. FG � �_10-4 INVERT ELEV. -•.- Lj CD _j 2% 1- .2 PER PLAN < 09. ? .7 FS FQ .4 lot 910. lu.b 0.6 L HP co F FL-HP INSTALL POLYETHYLENE 8. 10.8 2.0, PLASTIC JOINT MATERIAL 0) FG MIN. I 4" PVC 3 0 1.0% QUICK JOINT" OR EQUAL CIV 10.43 FG C) .............. INDICATED 1 1/2" MIN. COVER-1 C FS-GB 10. 70 FS-GB 2 0% z ON PLANS 14 2 S 0 2.0% INV ELEV PER PLAN ® c - w CURB k GUTTER 08.99 TC 4 MIN. m 3"x4" REDUCER 4"x4"`x4" TEE- 08.01) 1 L FS 1 0. 4* STEP Y/2181\ FF01111.4 ()9.01 TC . ........... .07 FS 2% 00 13" MIN (SCHEDULE 40) CN� 4 o8.55 IE F81 \AL PE0110.9 rn 6 1 .01 9. 13' 0 2.0% UNLESS NOTED ON PLANS\tj F .9 .4 0 10.8 1 .2 FG L X I -+ I ELEVATION SECTION AwA S 9 9.5'FL-GB LO 0 z 7 -09.9 112.0 0 1E 5 TS ------------ 09.4 TG 14-C. 1o.2 PRIVATE DRAIN THROUGH CURB DETAIL ------------ 08.83 IE 1 .40 FL-HP E 08-64 2.0 F71; 0.53 31 .6 3 < 6 0 IE 25.3 3 F 0 PL \ { _ 29 L6 S 10.70 -jE�.7% J0.4 09.7 5 (0 .08 VARIES 10.47 1 STEP .20 1 0 P FS 0. VARIES I T 04 4 PVC - 12.0 LF 0 2% 2.12' MIN. 09.6 e 0.33 Il. 10.61 11.1 3 (UNLESS NOTED ON PLAN) R W -0 FL 6 FS FS N F S 5• G' �F�'-W 0 2' MIN- REMOVABLE PLUG cf) FG 0 FG 0 0 FG 4 44: WYE 4" STEP TG PER PLAN 3" PVC 2.0 LF 0 2% GF=1111 -1 .27 F 0 IE PER PL ONCRETE 3.1 L AN 2 -4 0 4 (UNLESS NOTED ON PLAN) 4" ST 7 3; C_� 11 .27 FS 0 0 2181 CG PES P�p,N 0 7 11.0 0.9 bi V4 l().8 FG OR Fs-(;b PE. I I i i _-3 r_ FL- FF'Im-6 it TG PER PLAN 2% MIN. 2: 1 SLOPE Z 05 FOOTING PE.Iiii.0 5' PARKWAY IE PER PLAN 20% MAX. AL Uj 3" CONCRETE REINFORCED WITH 6 x6"-W 1 .4xW 1 .4 WELDED WIRE 3' PUE < FABRIC TREAT EXPOSED CONCRETE SURFACES WITH CURING COMPOUND 20 0 20 40 60 --b I j.0 5' S/W PES11".0 FG 112.0 4" PVC 12.8 LF 0 2% NOTES: 1 - z 1_" z 1 . GROUND TO BE PRE-WETTED TO THE SATISFACTION OF THE z - TS GRAPHIC SCALE < (UNLESS NOTED O� 10.6 FG 11.0 04 PLM GRADING INSPECTOR PRIOR TO PLACEMENT OF CONCRETE. FG FG 0 NTS IF _b 1% M 10.4 0 I% MI 0 3 L IFL 6 In 10.8 C:)� Uj DETAIL=CONCRETE DRAINAGE SWALE 112.0 I u) NOT TO SCALE LD05-182GR UNDERGROUND SERVICE DESIGN ■0 CONSTRUCTION i SPE PLANNING ■M BUILDING AND SAFETY 0 ALERT z REVIEWED FOR COMPLIANCE WITH CALL TOLL FREE 40810 C0UWrY CENTER DWE,SUrrE 100 TITLE 24 DISABLED ACCESSIBILITY ONLY > 1 -800-422-4133 TEMECULA,CALFORNIA 92591-6022 CONSULTING 9M.676.8042- FAX 951.676.7240 - www.RBF.com APPROVED BY: /�zsf4� o NAME A re" DATE z TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCT BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. 0 SCALE j%tVESS10 0 RECOMMENDED BY: -, - md DATE: CITY O F T E M E C U L A DEPARTMENT OF PUBLIC WORKS < JDT AMC JDT 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN T CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL Plans Prepared Under The Supervision Of CONTRACTOR COUNTY BENCH MARK T-46-81 RESET 1997" 17' (2 PRECISE GRADING PLAN ft-t ACCEPTED BY: DATE: 0 EASTERLY OF THE CENTERLINE OF SR-79 AT ca AS NOTED No.60 132 RONALD J. PARKS U-) THE SOUTHEASTERLY CORNER OF THE BRIDGE mc Qe�_ Da t e: 12 4/cew TRACT 31053-F, CHARLESTON AT HARVESTON r77-- 7n INSPECTOR Exp. 6/30/CS DEPUTY DIRECTOR OF PUBLIC WORKS < OVER SANTA GERTRUDES CREEK; 4.5 VERTICAL N D. TANNER III � PHASE 3: LOTS 1-6 & 64-69 NORTHERLY OF THE SOUTHERLY SIDE OF THE Cl V 1\� 64A DATE COMPLETED CONCRETE SIDEWALK. 06-30-06 09-30-07 a_ R.C.E. No. 60132 Exp i res R C.E. No. 19744 Exp i res ago 0 ELEVATION = 1097. 163' N/A OF c M. SHEET2 OF 3 rn (13.49' N � �� 18+28.66 CHARLESTON LANE WEST .... , 4 � _ m �i ,�...- � �21+76.38 I NTERSECT ONPOL I S DRIVE 39, - {�)i' r777 777 r % --_ 00 L I r �� n C H A R L E S T O N LANE 04 04 18+28.66 CHARLESTON LANE (EAST - ao f .. ., - - OL I S DRIVE --- - -21+7E SE T ONP -- -- - -- _ - - -- -- - - --- INT R C "0 17 _ - " -- /..... ... �p Go N39`38 13"W - o - 18 1 _. 11. o ,`t - o �3 �o " 1 - _ _ t I =} CONSTRUCTION NOTES LOT 71 ►I _ - ® o� - - _ -- _ _ 00 � � - m --- Q CONSTRUCT RESIDENTAL DWY. APPROACH PER C.O.T. _ _ -- _. NO. 207 AND DETAIL ON SHEET 1 � �, �Qy ------- __ STD. ,� �, v o `' u► `CY - - .._. __ _ .. r �� a _ FOR N �' - ---- (� / SWALE DESIGN NOTE. SEE H v M - -- - -- 40.0 0 _ 39.91 _ " 'n -- - [_ - m N o �, n o � - - 00 �. 00 .00 cn FT 1 - � 4� u-, 5.0't - .8' �, 4 15 t w - CN pry, m _U . -6+4, N 64.82 r 1� I� 10 6.2 2 t / 10 14.4'± .- r� z 12. 1 'f /1929 z I /1780 I N 4' a.0 t _ N CL " 1780 I - FF=1111. N I " n •r MI 00FF=1111.0 ° s oo r7 BR 21+04. `° N I PE=1110.4 I 2181 =1110.4 FF=1111.o I N 7 q DWY DWY, -W=16. 1 16.1 °'I 4 25. 1 '± - 2181 I 00 ^ W - 39.29' A R PE=1110.4 c° CONT I OUS 20.84 ' DWY W= 0.5 I 00 BL " 1780 1780 FF=1m.v 5.0 t o 4 15.7't 8 I - 5' 5' 18.99' 4 I LOT LINE ADJUSTMENT N0. PA05 0324 FF=1112.4 0 CL 9. , � -• PE=1111.4 ,,,) � 7 20 87.58 5 , P R I TRU NT No. 2005-1062932 PE=1111,8 9 O' ►•'0 FF=1111.siif +� -- � SSW NY, W=12 0' W- 13'49- 46.32' I REC. DEC 27, 2005 O.R. O I I FF:1112.4 PE:1111.3 4Ln I 10' 18' 18' 1 n ►� I PE=1111.8 11 .9 t 4' " ►4, I I I I o.3 n 5.o t N 49.00' N I -- 6, rn 45.60 I , I -H O - 4' -H `o N 62 63 w 0 14 23 23 g � � N ^ " � I /2181\ FF=1m.o � II W FF 1 1 1 1 .4 F'f._ 1 1 1 1 .4 ' CL PE.1110.4 .- 7 53.23' � Q r I � n 0 41 .72' � � 49.05' \,�,.. ._.� 11 ' N O I 1 58 59 60 61 I CD " LO ^ .� I ,� � 83.41 � II NE 1 1 1 1 .1 PE- 1 1 1 1 2 F'E 1 1 1 1 .C) P 1 1 1 1 .0 J OT LI ADJUSTMENT NO. PA05-0324 II 0 { I V I PER INSTRUMENT NO. 2005-1062932 - ----- - _ N I Q FF=1111.4 © 17.2,± I C� ) REC. DEC 27, 2005 O.R. I I z PE=1110.8 t os � z 1 •3 L , �I I I � I E �1 F,1 o Ra, _ 3,_67 II 16 pwY, w 33.30o I �NuOU o U-)15.9'± I I 1 m WY W`30'4 16.50' � rn .4 I v 13.07 43.50 N pwY W=12.0' - I � w { 7' 1 � /2181\ FF:1111.4 00 N AL PE=1110.8 I ~' I wr _ ► 0 I F cv In £0 M28 7g. 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I w FF'""' y,l 0- Ln pE=1111.0 3 4 1 0 � 4 { a ry 4.5 W lV 1 cD T� / w i+ 33.04' �• 1 w 34.56' LD05-182GR a UNDERGROUND SERVICE r / 1 BUILDING AND SAFETY o ALERT PLANNING ■ DESIGN ■ CONSTRUCTION REVIEWED FOR COMPLIANCE WITH o Q of FREE TITLE 24 DISABLED ACCESSIBILITY ONLY CALL TOLL 40M COON Y CENTER DWE,SUITE 100 7 1 -800-422-4133 ' ' ' TEMECULA,CALIFORNIA 92591-6022 951.676.8042■ FAX 951.676.7240 ■ www.RBF.com APPROVED BY:--- CONSULTING NAME DA E z Q TWO WORKING DAYS BEFORE YOU DIG DRAWING NO. o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCT BENCH MARK SCALE Q�pFESSIV# DESIGNED BY DRAWN BY CHECKED BY Z/Z�o� DEPARTMENT OF PUBLIC WORKS '� AMC JDT RECOMMENDED BY: DATE: C� I T Y Q F T E M E C U L A 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN JDT CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�4+ Plans Prepared Under The Supervision Of CONTRACTOR �, rr r / G o� a T PRECISE GRADING PLAN COUNTY BENCH MARK T-46-81 RESET 1997 ,� ACCEPTED BY: DATE: Z _ 0 EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED w No.60132 Date: 2 o Cv RONALD J. PARKS LO - _ TRACT 31053-F, CHARLESTON AT H A R VE S T O N INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE Exp• 6/30%6 DEPUTY DIRECTOR OF PUBLIC WORKS OVER SANTA GERTRUDES CREEK; 4.5' (J�PkN D. TANNER III _ PHASE 3: LOTS 1-G 8c fi4-69 Q NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL l Cl y 1` .�� R.C.E. No. 19744 Ex i res 09-30-07 �f�fi��-�� SHEET OF i DATE COMPLETED CONCRETE SIDEWALK = 1097. 163' N A If 60132 OF C�,�1��� R.C.E. No. 60132 Expires 06-30-06 p �, ELEVATION A