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HomeMy WebLinkAboutTract Map 31053-2 Lot 14-25 Precise Grading GRADING NOTES 15 215 tibr 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE Tract No . 31053 CHARIIIII... 1= TON STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMINT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. rading a n DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A recise 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 A MINIMUM OF 3 FEET. h se ots 1 5 � 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100--YEAR STORM FLOWS 0R PROVIDE GRADED BERMS r� TemALONG THE TOP OF ALL GRADED I orni �•� te of C �� u a a SLOPES OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS �� TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. LEGEND 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY TOP OF CURB 0000.00 THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TC COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. FLOW LINE E 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HPcar GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO / �� '9040 LOT 1 LOT 2 PERMIT. CERTIFICATION SHALL BE TO LINE, -`' ISSUANCE OF THE BUILDING PE FINISHED GRADE FG GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. VARIES 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS VICINITY MAP ONE FOOT. TOP OF GRATE TG z TYPICAL TYPICAL NOT TO SCALE DEPRESSION 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE AS--GRADED REPORT OF ROUGH GRADING BY LEIGHTON AND ASSOCIATES DATED 5/12/04. ti �' _� � DEPRESSION � REPORT SHALL BE SUBMITTED TO THE TOP OF FOOTING TF �y PER CITY'S >- #� � #� �ANDARD'S TWO SETSSETS OF THE FINAL COMPACTION4j STANDARD RECOPUBLMC WORKS MENDATIONS DATIONSPARTMENT WHICH AND CERTIFICATION HALL INCLUDE THAT GRADINGON HASDONE DESIGN HIGH TOP OF WALL TW SECTION X-X HIGH POINT EPAD��EL -0.2' MIN. CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. TRACT co e0 rA,' NTS A FE LING TOP OF SLOPE TS 29639- (� 1' 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 s 6 DRIVEWAY SEPARATION DETAIL AIA O HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. GARAGE FLOOR GF 0000.0 Y rIt? ADJACENT LOT PERK THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE / I 7 A CC&R AGREEMENT qr FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 . PAD ELEVATION PE 0000.0is Tf s'trP. (aoc�r CONTINUOUS DRIVE APPROACH ' ow B B "? 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION FINISHED FLOOR FF 0000.0 '�¢ �� IES am) AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY 9 VARIES RI C DURING THE GRADING PHASE. CENTER BAND WATER SERVICE W BETWEEN 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, DRIVEWAYS / WALL WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF SEWER SERVICE ---+�5 PAD *** FENCING PAD IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. '°[ 12 10 ,fit► 36 LOT 1 LOT 2 FF VAI Z FF z SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS DRIVEWAY GTH d " . V SIDEWALK " _ - c WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 4 11 _ a _ _ a _ _ T N7 _ _ o HA NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS / J X Q Q X DRAINAG FROM 12. FILL MATERIALS SHALL SLOPE BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF '� ADJACE LOT PER STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 33 f 6" TYP. 6" BAND CC&R A EEMENT CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LOT NUMBER SBR z MUST BE CLE _ z A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL Zd 32 -TC T pZ n n 10%" APPROVE PLACEMENT OF FILL. UNIT TYPE/ELEVATION 1780 27 31 � ARz z\ 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES - R ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING 28 30 cov _ "' _ AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING INVERT ELEVATION IE Y/V Q3C -W_ O RIGHT OF WAY TMEASURED SIDE YARD D RAI NAG E GRADING OPERATIONS. Q -k BW 2 � '� DISTANCE PERPENDICULAR T TROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BACKWATER VALVES �. oQ, � � 14. DUST SHALL BE CON �/ 0 ,�Q+�Q PLAN VIEW 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 'q4 QJ NTS 7' MIN TO PATIOS, PORCHES, AND ENTRANCES. C1 .5 SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED FOOTING REQUIRED 9 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE IVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL lit TRAGI 29639-2 CONTINUOUS DRIVE APPROACH CORNER MEASURED ALONG THE PROPERTY LINE. SLOPES OVER 30' IN VERTICAL HEIGHT. EXTRA DEPTH FOOTING I 8 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 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION -p,x' 8_ IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO DROP GARAGE ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT =° MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. GROUND SHALL BE GIVEN. w 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS BACK OF OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE PORCH AREA SIDEWALK NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. FS PER R PLAN VARIES*** VARIES*** fi" MIN. 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 2.0% MAX 6" MIN. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 3' MIN. 1' 1' 3' MIN. 0'5� MINMUDSILL MIN. MIN. MUDSILL 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 1 ' COMMENCEMENT OF ANY CONSTRUCTION GRADING. FS PER SILL fi" ABOVE FG _ FG PLAN PER PLAN GARAGE FLOOR 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 5•p% MAX .' LO PUBLIC RIGHT-OF-WAY. v 0.5% MIN 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT SCALE: 1 " = 100' 12" MIN. 12" MIN. o AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONSto DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL LOTS INCLUDED STEP DETAIL 2% MIN. 2:1 MAX. 6" TYP. 2% MIN. o BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CONSTRUCTION NOTES & QUANTITY ESTIMATE 20� MAX. 20� MAX. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE0 SECTION 13-13 o ITEM ~ ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF NO. QUANTITY UNIT 35' 40' 40' " 0 STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE 6 MIN. RESPONSIBLE FOR OBTAINING THE APPROPRIATE 1 LOT GRADING (12 LOTS x 50 C.Y.) 600 CY MUDSILL *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES a CONTRACTOR/OWNER/DEVELOPER IS E Q CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. IN GARAGE AREAS o ' Q INSTALL 3" PVC SCHEDULE 40 48 LF 178 05 SILL IS 6 MIN ` GARAGE FLOOR _F ARAGE N O3 INSTALL 4" PVC SCHEDULE 40 78 LF n 192 218 ABOVE G VARIES *** 0-re) FL00 R SLAB a Q4 CD CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 6 EA 3' MIN. 1' �D MUDSILL MIN. fi" MIN. N Q5 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT VALENT g Eq GARAGE DETAIL FG w Q O CONSTRUCT RES. DWY. APPROACH PER C.O.T. STD. NO. 207 AND DETAIL HEREON 12 Eq36 EXTRA DEPTH 12" MIN. ABOVE PAD ELEV. FOOTING o =PAD ELEV-FG z 2:1 MAX. a TYPICAL FOOTPRINT ROUND OFF TOP WHERE NECESSARY " N 12 MIN. 6 MIN. to SCALE: 1" = 40' 0 5' 2% MIN. 20% MAX-SECTION C-C w U V) Uj UNDERGROUND SERVICE OURCE F TOPOGRAPHY OWNER DEVELOPER *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES © ALERT P`"""'"o ' °E.,a" ' CONSTRUCTION OF BEARING NOTEANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. HERITAGE HOMES BASISZ 0 647 N. MAIN STREET, SUITE 1A SECTION A-A CALL TOLL FREE RIVERSIDE, CA. 92501 19600 FAIRCHILD ROAD, SUITE 270 � j 40W 00UN'TY�1��,surf`too IRVINE, CA 92612-2510 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 35 WEST 1 -800-422-4133 ' T�aJLA,CALFORMA 92991-8022 (909) 686-5103 FOR REAR YARD SLOPES GREATER FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN � C C3 N S U LTI N E3 961.676.9042• FAx 951.676.7240 " www.RW.com DATE OF PHOTOGRAPHY 8/5/98 (949) 250-6600 ON A MAP OF TRACT NO. 29286, MB 298/86-89. THAN 5' IN VERTICAL HEIGHT LD05-122GR z Q J TWO WORKING DAYS BEFORE DRAWING NO. o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE �pFESSIQ DESIGNED BY DRAWN BY CHECKED BY CITY TEMECULA �'�! JDT AMC JDT RECOMMENDED BY: DATE: 3 Off" DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��� 0, TAMj ► CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�`� f PI ans Prepared Under The Supervision Of / CONTRACTOR " y r -' fes-- COUNTY BENCH MARK T-46-81 RESET 1997 .� �, 29 ACCEPTED BY: DATE: �� PRECISE GRADING PLAN EASTERLY OF THE CENTERLINE OF SR-79 AT �� _�p� Z O S RONALD J. PARKS LO INSPECTOR THE SOUTHEASTERLY CORNER of THE BRIDGE ����� - Date: DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 310 53-2, CHARLESTON A T H A R VE S T O N � OVER SANTA GERTRUDES CREEK; 4.5' p THE SOUTHERLY SIDE of THE VERTICAL s (.J N D. TANNER III _ PHASE 2: LOTS 14-25 a NORTHERLYOF 1' I y J\' ��, 09-30-07 frl-::. � DATE COMPLETED CONCRETE SIDEWALK. if E� R R.C C.E E. No. 60132 Expires 06-30-06 R R.C C.E E. No. 19744 Exp i res ,„� SHEET 1 OF i ELEVATION = 1097.163' N/A DF C 1►�l Fa-4-1 [as CONSTRUCTION NOTES PE = 1106.8 PE = 1106.4 PE = 1106. 1 07.0 PE = 110�.� Q INSTALL 3" PVC SCHEDULE 40 1 1 .� - - -- -- -- - - --W-6 -- - - �- - -"'07 - �1 SLOPE - - �� - TS 1 Ts TS -- Q3 INSTALL 4" PVC SCHEDULE 40 o o [377 0" -- PE - 1104,9 TS -,Ib � �r• �• . 2 � • �• r .,y2 ^. ; . �. ® CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET ♦• 'o y 06.9 �� ry ? o ry z o^• z 1 ��p .tie o O5 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT 1 -- - - _ 06.2 •� z o 06.5 \ O FL-W 1 _ .0 1 NOTE: 07.0 FG z•�o FG 1 �. FG w 06.4 06.4 SEE SHEET 3 FOR HORIZONTAL CONTROL DATA x N FG FG 1 07.0 � 178C 5 FG 9�- 5 05.8 ?, .4 1 G FG -� 1 -• •1 t��1107.1 07.0 a 1107.6 - 06.4 - FG 1107.0 0 , 2, 0 18� 6 GF-1106.5 FG _ 0 z 1 r /2181\ z _ •� 1 �N GR BR 1 � •6 07.0 - 6.4 06.4 p 06.1 06.0 06.0 1107 1 FF FG 5.0 FG FG 1 = 1107.0 1 o FF = 1107.0 N FG .3 ? FG - - I _ 1 �o 06.9 4" STS 0B.3 PE = 1106.4 - :2- _z . o - 3 \ 7 FG 07.27 FS FG "' '3 C L a - 2 06.0 .? 05.8 1 to � 06• o ff=1107.1 N 0 rn 06.0 FG N M FG 1 o � 3• FG 07.17 Og.2 FF = 1107.0 GF=1106.1 FG 1 6 1 .2 4" S� 3 FS I 4 PE = 1106.4 1780 7 a� ` 07.27 FS O6- 3 06.0 .3 .5 1�2B © BL ? F131 1 06.B 07.0 F'S 15 FG 4 STEP 06.1 �, I A R 2 SYEPS 06.67 FS \ FS FS °J FF _ FF = 1106.6 0 '�- -'= 1105.7 07.13 10 .10 • 0'S I 06.53 06.4 T 7 PE = 1106.0 1155.6 PE = 1106.0 0' - 1_ FS pg 9 S FG •7 N 4 .1 .9 .4 1 • 0.5 1 S � 4 bt "' .g 05.7 l 1 2 ' 5+ � - F� a I r �, TEP N .2 r 06.54 � FS 1 � 00.42 � � 05.5- 4 S � 05.6 40 STEP o '6 1 - FS 05.1 FG 1 06.67 F 7 r- 06.27 .3 0 ffi `f' 06 0 05.7 S ti � .4 ori n FG 06.2 40 S 05.4 T I 1 05.70 FG = FG 1 .0 1 05 1 S c� 04.87 I. 2 10 06.13 FS-GB 1L 1 TS r S 4 FS 1 .72 F5 • 0.50' are. N •6 G w •) FS cv `� T o; 3 STEPS K 504.70 TG 0 0.5' • 0.58' 06.17 LO 04.13 IE "' 04.18 FS E•1 FS 04.20 TG "" 03.70 IE 5 4" PVC - 12.0 LF O 2% ,`�, 1 ! � cv � .2�rf� .16-FS 3 (UNLESS NOTED ON PLAN) R/W 1 2�0- v� S FS REMOVABLE PLUG 1 MIN �, .00 5 S 04.27 FS S w n w C 1 � � IRRIGA ON 4" WYE ,��:• -•�-.: MAN I FOL .' •" " 4` � I IE PER PLAN 5 1 PVC - 2.0 LF O 2% 2 (UNLESS NOTED ON PLAN) - 1 Ln A PN r x I I GAT I �� _ _ `' �► r� �v n � PER p,N WAT - -- --- ----- --- --------{g" SEWER �' `�---- - ---------- ------------------- "' 8102.60 SC PL I 1 -- --------- ------ 6" FH 11 _ IM ' 1 TG PER PLAN 1 AV/ ~` PLYMOUTH YM 5 � OUTH A , �- o� IE PER PLAN 5' PARKWAY t "_: ti R. 3 PLC 1 _ 2 �8" WATER 5 S/W ':y w MIN •= •'k 4" PVC - 12.8 LF O 2% 1 1 107.7 S (UNLESS NOTED ON PLAN) 3 TS 00 IE W 1 �' ' �w Z 104.50 FS S 5 S 04.05 FS 03.98 FS S .40 TG 5 '� 03.54 IE N� w 1 0 Q Q,\ r.� s�Q `W� p S F .56 FS -O6. 4 0 04.12 FS 1fiFS o 04.67 FS » FS 04.22 FS 0 0 PS r- 0 0.58 -� � � 05.04 FS37 1 04.68 FS 4 STEP �4 1 2 :;EPS �� FS 3 STEPS06.47 FS gi 3 .6 1 1 .0 0.5 FS-GB -9.�F5 .82 0.58 v` 5 are • 0.5' .93 o ---- F .3 .� are FS .5 06.2 05.9 FS• 1 05.67 S 1 .2 05.83 1 J T S-GB FG FG a, _ 05.4 »GF=1106.0 FS-GB 4" STEP Fs R/W 1 06.87 1r� o .6 �1 4 ,n 1 =11 $ FG 4 STEP 05. 05.9 .17 FS 05.3 5, 5• 3, INSTALL 1 i FS 5 a'- ___ �_ °f .8 4 STEP .o .3 �,� I I a .5 06.17 FS FG FG FG a " REMOVABLE 1 r 06.47 06.7 I� 06.47 FS F N .6 I FL OF PIPE 1/2 „ SIDEWALK PUE PLUG WHERE FS-GB 2 z 1929 ABOVE GUTTER 6 1 06.6 =1106.8 FG .4 •3 INDICATED ' - 6.5 06.2 I _ z � 1 FLOWL I NE ON PLANS o FG 4" STEP 2 o G 4 STEP FG - 04 •1 0 21$1 � m 3 05.9 AR /12.51 z INVERT ELEV. A I I� T •1 .97 FS 06.97 FS 06.2 0 FG m PE - 1105.4 PER PLAN C R © o FF = 1106.5 1 z FG a J - 5 z "� 0 ® PE = 1105.9 0 o �--� " 5 1A929\ 178 ® FF = 1106.8 �- BL t •s ~ - z 06.7 o R © 0 AL PE = 1106.2 N - ,, X C •:y FF = 1106.5 GF-1106.0 ` - 1 FG C) 06.2 _ a I I 4 PVC _ r• GF-1106.3 ^ PE = 1105.9 05.9 17 FF - 1107.3 '2 FG\_4" 1 0� ® � _ 1 FS 05.7 PE = 1106.7 FF 1106.8 06.2 1 0 z 05.9 FG WHERE PE = 1106.2 _�, r- INDICATED 1 rn BL _ I FG ON PLANS 1 1 I FF = 1107.3 3 06.2 z 0 FG o FG 05.9 05.9 1 i 44 FG 06.4 � art 06.2 I FS FS I PE = 1106.7 t I FG o o z FG - r 06.2 06.2 '`4 FG - - INV ELEV PER PLAN 2 - CURB k GUTTER I 1 I m - 3"x4" REDUCER 4"x4"x4" TEE FG 7 ~ a FFG a z • E 1 � 06.7 06.7 � � / 3" MIN PVC (SCHEDULE 40) FG - - - n 13' O 2.0% UNLESS NOTED ON PLANS"-V 1 '_ • p7 N O) .z p -0 z 7 ) �� FL-FP 2 O) 06.9 ( , 05.7 of TS Z 9 FL-FP •,2 9 LO PLEVA N 1 TS 07.2 TS 1105TS T5 OT6S•9 T '� SLOPE VARIES 0 2: 1 MAX 1 \ 1100 tp- INSTALL POLYETHYLENE \ . - -- -• - - - - PLASTIC JOINT MATERIAL " "QUICK JOINT" OR EQUAL � - - %ao. 1 1/2 MIN. COVER c_i 0 cV CL FLI `-` � t,•�-' - •-` tea•." :\� w_ -•• t .•.- /\,� r 9" 6" N 1 a i 20 0 20 40 60 SECTION A-A 0 z --- __-------- -- ---- - --- - -- - - -- - - - ---- --- - GRAPHIC SCALE N IV D R G DETAL 4 " o -------- -- - - - T_ YNEZ ROAD 1 51 52 Uj UNDERGROUND SERVICE 49 so U ALERT PLANN1NO ■ DE/ION ■ CONSTRUCTION 1 z 0 CALL TOLL FREE a 40M COUNW�ori,SWE 100 1 -800-422-4133 ' ' ' T�CULA,CALLA 92591-W22 CONSULTING 961 MA 42■ FAX 951.676.7240 » ,�Im.FW.com LD05- 122GR o v TWO WORKING DAYS BEFORE YOU DIG z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE �,pfrESS f� DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o » p �'�� JDT AMC JDT RECOMMENDED BY: DATE: l� �� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS a 3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN �, T v CONCRETE CURB STAMPED "RIVERSIDE VERS I DE HORIZONTAL �� Plans an s Pre I CONTRACTOR •► r � pared Under The Supervision Of COUNTY BENCH MARK T-4s-81 RESET t997" � ACCEPTED BY: 44k)/ DATE: 11/5 �� PRECISE GRADING PLAN EASTERLY OF THE CENTERLINE OF SR-79 AT w RONALD J. PARKS AS NOTED w No.X132 ^� -- -- ---- - � INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE d Exp. 6/m/cm Date: ►0 2 o TRACT 31053-2, CHARLESTON AT H A R VE S T O N OVER SANTA GERTRUDES CREEK; 4.5' J N D. TANNER III DEPUTY DIRECTOR OF PUBLIC WORKSNORTHE - PHASE 2: LOTS 14-2 5 Q DATE COMPLETED CONCRETEYSIDEWALK. IIESOUTHERLY SIDE OF THE VERTICAL sr'l C1 V1� �~ - - � OF w F 1E R.C.E. No. 60132 Expires 06 30 06 R.C.E. No. 19744 Ex ires 09-30-07 �fa,_.:f�ea: SWALE DESIGN a ELEVATION = 1097.163' N/A 4F CAL P `''�• SHEET 2 OF 3 1 35.37 23.80 34. /6 35.05 . 1 49.52 _ 1 ' 49.07 33.27 1LnN 1 N r•91 1 4' r -H * N 1 5 N 1 w 178 ® 10.4'} -N CONSTRUCTION NOTES 1 .5 el , F F , 1107.6 r: �8 CONSTRUCT RES IDENTAL DRIVEWAY APPROACH PER C.O.T. STD. NO. 207 AND 1 1107.0 DETAIL ON SHEET 1 /2181\© 4' 1 CR BR 9. 0' 4' $� : 1107.6 FF = 1107.0 , = 1107.0 r PE = 1106.4 i� 05 5 t 1 o N 4' NCL ® , r � °,� 49 No 5 t_ 1 9 FF = 1107.0 0 4' 1 5. 5' _ 4' PE = 1106.4 N - T1780\ 3.78' n (0 2 © m BL 1 9,5' 00 ^ AR o FF = 1106.6 1 to FF = 1106.6 PE = 1106.0 1 1 o •7' co PE 11D6.0 r (0 4' N 5' 4 D. �g nM 4' 10' aD t 1 06 4, N N 1 1 G 'CPa27.85 oN 9.05 30.96 1- # .45 1 , CP hry �ry 4i 1 & " Cru 1 n N N co CO Q1 A a.• n -1%1) ocal r LO 00 co 00 00 Cb cc CO ,n 1 T O 11 + F- �� -m w- r� 1 1oo N3- �- w - L OUTH AY "� _� M °° � 3 1 - •a W J N N co ap O > N 1 N -�. T `� 00 cn C-0 c-;o 1 3 v 1 C.1 N O � `° COP18 86 .24' 40.00' � 25.33' 19.88' 40.00' 21, n �. rn n N o � `r' r 1 28.61' �c • n r1 $ N r7 4. 12.16' 57f - 11111 rn 10' 10.8' cc o 1 • PO ' m N LO r - 1 � 1 V 11' U") 5't O 1 N 4,2'J 2 1 N AR FF = 1106.5 105 co _ 9.0 PE = 1105.9 N QD FF = 1106.8 n A929\ 0 17 O ,N PE = 1106.2 `a$ BL 4.8 �� \��R � \�-L-/ 40o � 1 FF - 1106.5 178 IFF = 1107.3 IFF = 1106.8 PE - 1105.9 1 rn PS 1 BL ® PE = 1106.7 PE = 1106.2 4. 1 ' O � ♦ 1 5' S' S't "� i� 1 ►� _ 1 FF a 1107.3 � PE = 1106.7 1 5'6 316 0 _ -H 4.80' " O N to fl N Cn rn 5' 1 N �n co 1 1 s toto °° E 1 A�• ' ' 433.fi8' 1' 49.D1'27.75' 48.97 35.DO' to 1 Ln Ln N 0 s o. 1 0 ,- CL Q- rJ i 1 � N 1 20 0 20 40 60 N a _- - - - � - ---- -------- ------------------------------------- GRAPH I C SCALE o ----------------------- -- -- ----- --- -- -- ------------------ --- ----------- ----- ----- -- YN E Z ROAD N _ --------- - 51 52 1 NOTE: SEE SHEET 2 FOR to 50 r SWALE DESIGN w 49 w Ir UNDERGROUND SERVICE ALERT PLANNING ■ DESIGN ■ CONSTRUCTION 1 . -- - -- - - --- z a a ac c� CALL TOLL FREE 40M COY C0ffER DROE,SUM 1-800-422-4133 C,4LFOMA 92991-6022 LD05- 122GR CONSULTING 951.WMAD42■ FAX 951.676.7240 - www.RBF.cm o a z Q TWO WORKING DAYS BEFORE YOU DIG DRAWING NO. o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE �r�Q1, SS1p�, DESIGNED BY DRAWN BY CHECKED BY __ CITY OF TEMEGULA3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �O TJDT AMC1-1JDT RECOMMENDED BY: DATE: �� 3�vSDEPARTMENT OF PUBLIC WORKS CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�`� 'p Plans Prepared Under The Supervision Of n " r r �� PRECISE GRADING PLAN CONTRACTOR __ COUNTY BENCH MARK T-46-81 RESET 1997 � � � � ACCEPTED BY: DATE: 3 � - 0 EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED w NO.60132 -' - - Date: ��' �' s RONALD J. PARKS TRACT 31053-2, INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE °F . 6 3o as DEPUTY DIRECTOR OF PUBLIC WORKSCHARLESTON A T H A R VE S T O N OVER SANTA GERTRUDES CREEK; 4.5' p HN D. TANNER III PHASE 2: LOTS 14-25 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL Jr C1 y1` ��! :::_=====- 0 CONCRETE SIDEWALK. '1l 0� R.C.E. 06-30-06 R.C.E. No. 19744 Ex i res 09-30-07 fir �ve� HORIZONTAL CONTROL DATA SHEET of i DATE COMPLETED f OF C A`��C No. 60132 Expires P .. 3 3 ELEVATION = 1097.163 N/A