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HomeMy WebLinkAboutTract Map 30669 Lot 9-14,49-59,68 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA • BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, T t N 30669 r c 0 15 215 �T AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES 0 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 recise Grading an MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL , 5 SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. '' HAS 3 �0 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . 15 HJ 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED9 To 14 9 To 59 AND r08 SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS 0 S ' ' TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL TRACT 29539-1 ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY LEGEND LOT 13 SW THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL IV BALBOA DRE COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. TOP OF CURB 0000.00 d9 Rp� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S TC req PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH FLOW LINE FL cc GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 3332 31rrrr3CO 29 28 28 26 25 24 23 22 21 20 19 ��a39` ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, HIGH POINT HP 18 17 1d ��, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 15 •���.�. 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG ONE FOOT. t 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE FINISHED SURFACE FS = VI IN G ITY MAP PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 12/17/03. 54 TOP OF WALL TW 34 35 3a m <; �~` �.: ��•:.� •`'�• NOT TO SCALE TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 37 38 39 40 41 42 43 44 45 46 \'�:��` PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 7O 48 R RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN TOP OF GRATE TG 52 ; ,� R CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 74 PROPERTY LINE EDGE OF PAVEMENT EP X50 ��'` `��'� GUTTER �. �. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 PASADENA \�.. 4 13 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. INVERT ELEVATION I E DRIVE - - "� �' EDGE OF AVEMENT C,4 12 ACCESS EASEMENT THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE" 55 FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . _ z Z z z GARAGE FLOOR GF 0000.0 TRACT 306892 56=�``' G \. : .16 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION PAD ELEVATION PE 0000.0 :�� GARAGE PLAN 10=�� IN AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY 57 R IN DURING THE GRADING PHASE. TG, I E, AND - r" AREA DRAIN .1 ' FG�AD FINISHED FLOOR FF 0000.0 ` � �" � g. `* ELEV. I N 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, `� 8 LOCATION PER PLAN PAD B B PAD z WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF .59 FF - FF WATER SERVICE IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. W 7 >K SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS gp M 6 � WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. SEWER SERVICE -�---�S d1 Q j pL PER AN PuPLAN PER AN S 7 I F- 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS DR I VEWAY ��f 14 62 5p PATIO o� PATIO o� E BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF �y RETAINING WALL o STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN B3 4 PER SEPARATE PLAN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. SLOPE 7 FG=PAD GLAD/ SIDEWALK A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL ,,� 64 3 R/W ELEV. ELEV. c'-�-- PARKWAY APPROVE PLACEMENT OF FILL. LOT NUMBER 65 2 CURB CORED CURB UNLESS OTHERWISE NOTED 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ► 1 PER PLAN ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING UNIT TYPE/ELEVATION 1 0- Be AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING A � � GRADING OPERATIONS. INDEX67 `� TYPICAL LOT DRAINAGE `� Op14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BACKWATER VALVES BW MAP A. N.T.S. ,� do Q � SCALE: 1 " = 100' UNLESS OTHERWISE NOTED 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS ENHANCED ELEVATION TYPE- EH DISTANCE TO BUILDING CORNER TIE OUT SHOWN PER PLAN ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED R CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL LOTS INCLUDED R/W SLOPES OVER 30' IN VERTICAL HEIGHT. AMOUNT OF EXTRA DEPTH x F 12' 3' UTILITY EASEMENT FOOTING REQUIRED 5 5' 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION ACCESS ESMT. OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION 1o' ,mac ,oT� S/W ARKWA (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO EXTRA DEPTH FOOTING LZ I ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT �� Q� Qom' I 'Q,o GROUND SHALL BE GIVEN. DROP GARAGE 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS --X.X 1,0% 1 .0% 0% Q� 1 .0% 1.0% FD OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES 00000popo0 P 01 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES IN. MIN• MIN. MIN. MIN. GPS PN PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. " SEE C RLpLE � SLOPE PER PLAN 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. ACCES ALLEY DETAIL � 2.0111MIN. -�G PSR pLPN NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. APPROVED PLOTTING CURRENT ARCH. ELEV. TYPE _ 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 1A 1F ------- COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 0.5% MIN P� 1B 1C tib'� 1�,�e 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY. 1C 1D Q 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 2A 2A 16. 17' 16. 17' 16. 17' SECTION A-A AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL 2B 2E 1 2 3 N.T.S. E e e BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. e CL 2C 2B 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF 3A 3A 6" MIN. 3. 16 MIN. 3. 16 MIN 6" MIN. STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE 3B 3C ;� 2. 16' MIN 1 ' 1 ' 2. 16' MIN Cn CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE N MUDSILL * * MUDSILL ►- CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. �o 3C 3B - - FG FG �f- EXTRA DEPTHEXTRA DEPTH o FOOTING FOOTING =PAD ELEV-FG =PAD ELEV-FG 0 CONSTRUCTION NOTES & QUANTITY ESTIMATE WHERE NECESSARY WHERE NECESSARY NO. ITEM a QUANTITY UNIT 23.67' 23.67 23.67' 12"OR 18" MIN. 2: 1 MAX. 3" 12"OR 18" MIN.*** � 0 LOT GRADING (17 LOTS x 50 C.Y.) 850 CY 2% MIN. MIN. 2% MIN. i 21%� AX. 21% MAX. "'2 INSTALL 4" P.V.C.P.V.C. SCHED. 40 2,994 LF w TYPICAL FOOTPRINT 6" MIN. SECTION B-BCn p3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 19 EA ., MUDS ILL = SCALE: 1 40 N.T.S. UNLESS OTHERWISE NOTED INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT I N GARAGE.,AREAS 107 EA SILL IS 6 MIN *** VARIES PER SOILS REPORT o GARAGE FLOOR CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS 5 INSTALL 3" P.V.C. SCHED. 40ABOVE GARAGE 99 LF FLOOR SLAB THAN 5 LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS Uj A MINIMUM 6 BELOW SWALE FLOWLINE. (SEE SOILS REPORT) UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER 1DEVELOPER BASIS OF BEA RIN 0- © ALERT PLANNING ■ DESIGN ■ CONSTRUCTION G NOTE GARAGE DETAIL LD04-091GR 0 ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. U.S. HOME z THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST N.T.S. BLNLD 0 AND SAFETY CALL TOLL FREE 27x65 YNQ ROAD,sUME 400 647 N. MAIN STREET, SUITE 1A 391 N. MAIN STREET 1-800-422-4133 ' ' ' TEMCULA,CALIFOFlWIA 92591-4679 RIVERSIDE, CA. 92501 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN C O N S U LTI N C3 909.676.8042 • FAX 909.676-7240 • www.FBF.com (909) 686-5103 CORONA, CA 92880 ON A MAP OF TRACT NO. 29286, MB 298/86-89. o DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3600 APPROVED BY: 7 TWO WORKING DAYS BEFORE YOU DIG NAME �„t.6� DATE Q J CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE o F E S 51 p DESIGNED BY DRAWN BY CHECKED BY Drawing No. o 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �� TA �'�� M. DOTY M. DOTY J. TANNER RECOMMENDED BY: DATE: 7X53 4 CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor CONCRETE CURB STAMPED "RIVERSIDEHORIZONTAL ,��� `� r tea, PI ans Prepared Under The Supervision Of o COUNTY BENCH MARK T-46-81 RESET 1997" ,� ' �, z 0)EASTERLY OF THE CENTERLINE OF SR-79 AT CDr^ ACCEPTED BY: DATE. PRECISE GRADING PLAN CD AS NOTED w No.50132 rCD Inspector THE SOUTHEASTERLY CORNER OF THE,BRIDGE d Exp. 6/30/06����� 'b Da t e: DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 30669 - PHASE 3 OVER SANTA GERTRUDES CREEK; 4.5 JOHN D. TAN R III RONALD J. PARKS ,� Date Completed eted NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL NJt' cr r 1�. ��� - _ TITLE SHEET Q mp CONCRETE SIDEWALK. tf `�E�� R. . . No. 60132 Exp i res 6-30-06 R.C.E. No. 19744 Expires 9--30-05 'rr sea:= LOTS 9-14v 49-599 Q$ a ELEVATION = 1097.163- N/A F C A SHEET 1 OF 3 I'VE A -DR SD)- ALBO 00 7 CZ5 Ab 4 n.50% 0S A,) 5 e2. 13. 5 .37 4 N 00. F 16 S 10 97 FS 11.40 FS 12.8 TG 5 A 11.34 TG 11. 4 10.66 IE Ou FS 111.7� 10-62 1 PICKET 10.88 1 E 2.7 4 11.03 IE 88-47 L& 0.44TG V4 \1 z -CA 1 3% 15 0 Q In V_ 1K S -"15.G.ARCH 12.4 .--'r 12-91 -5 ' 9 0$ 12.49 4- Cb PER A T-s-7 - 2.71 FS 0 rG • 2 PLANS (TYP) v.2 V ti FS 12.05 TG A TG ra U be 13.4 13.4 12 67 12.3 Cr 12.98 HP HP 1174. 1 1k FS* FF 2 Lp A�,_e 11.43 FS FS .69 11 F S/GB 3.jZ 6112 27 TC rA-\12.3 TG FS A 1D Eju Lff- if if 11 In - .3 17 AV S 13.1 e, 88 66 LF 11.3 IE 68 R 00 12.5 1 1-1 0 0.70fkD 1 9. 9 'R 2 .3 0-' LF- 35.23 LF .05 LF F = 1114.4 0 1: 0 0.5% .nG 4 f-AN3.9 TG PE = 1113. 49. LF AIL BOX 12.84 1111.bz it. =18 IE 13.2 TG 5.4,T TG S 1-0% 11-02 1 Zia C� I A I Tr_12.13 I 11 Alp 4* PVC 14.0 LF 0 2% FS 2. TG R 7 (UNLESS NOTED ON PLAN) HP 12.60 IE 2. R W 0% /1 C 2.0% .9 IG 93 LF --.01 ALL. HARDSCAPE PER 12. 2 MIN V-13.40 IE u,) 7--�2 .2 J.j 9 REMOVABLE PLUG FRONT YARD WALL '41 -F I LANDSCAPE ARCHITECT U_ 154 4-f 2_3 1712 P 91 PLANS LL. _j 95.00 LF 4 ► 4 4" WYE 0 1.87% \-t/- LT 7.45 11F C14 FF 11115.0 , 12. -1 =HP 12 0 pe) TG PERPLAN C� 5.0 12. rG PE 111 U21 11 0 1 13.2 No z 11 IE PER PLAN FS 4 1 N 4 A A 1 0% 2' C5 V_ FF • (VrA-C33 NOTED r-U L" rLAN) 14.1 FSPE _ 113-7 G e) - 2 IE OR A30 NE FS 1_0Z. 1-.0% L/ 12 ZEI 4" PVC 1-3. - 13.4 4 11 1-01: IC i J�46�FS 13.4 9 Jpk SLOPE PER PLAN 13.9 HP 13.1 __-1`2 ?\ .,., I . 3' on 13.6 TG 4 113.9 HP 4 13.6 TG X 8 11.83 IE 42-6-7 I� 13.3 TG 3.1 13.7 TG 0 - � (V S LATTICE 0 14.3 95.00 TO ot , .2 TG PER PLAN 12.8 IE 12.7 0 1.44k�D 13-0 TG 5' PARKWAY IE PER PLAN F - FS 0D 4 12 1 .71 X UX 153 1 LL_ 113. 12-5 IE ?-6 7-C 12.7 30PUE JrG lot FS GP� 1.3 12 1 113.81 FS IFF = 1114.81 c* 1 G 13.7 c) !N �J4 5, S/W 15 IPE = 1114.01 Q� 13.6 14.%,PV 12- 1 F� e%n 4 13.9 -HP cr)0 1 112.63 4 rG C4) PE 1114.9 9 1-Z 4" PVC - 14.8 LF 0 2% 61-0% 1 1- r.a 11,5 G 1,98% 1.18X 4 11.8 (UNLESS NOTED ON PLAN1,3L I <1MAN -81 rA\13.3 MG ► NTS .9 13.6 EW dp, c� a ' !ry •1 r1-� G 11 14. 4 1F 8-7 IV,- b") FS (n r;-�13.4 T IG LL_ \Z/1 2 9 1 L o) Ac C14 4.1 T C4 2 4 17.s 1 .4 12 4 12-.99 E _j IFF 111-J.H.5 q 113.9 FIG FL U - 13.2 TG 1.0 PE ql 11!3.7 2.0% 2.0% 13.2 TG IE C� 4 IN MIN 13.6 HP 0 Iz. TG 11.95 IE 13.6 HP 4 12 20 I ae (0 19 • � j 13.5 1.3Z CS 1 FP 13.0 TG 12. 1 E 14.6 T -1.3% 70CIIIi - 106. LF� 1@13.1 4 13.Q TQ U_ 11 1 Tr_ -------- 04 A 2 111k 13.6 1 E 7A �1 3,4 Ef _j 0 1.,6_ C%4 HP 11.96 IE\,Z/ 4 5t 15-27 13,84 12.43 1 1 TG/ 13.4 13.1 HP 5' R/W 3A FS 0 2.70 IL r1r 12. 1 TG .5% 4 WYE AS REQUIRED SIDEWALK • 9 INSTALL FF 12•601Ekj12N FL OF PIPE 1/2" 15.50 14-.66 = 1114. 13. % 12.7 2 .2 \ REMOVABLE BW FF 3 60.% /2 E\ 12.8 TG ABOVE GUTTER 6" )00 JF�D TIC FS PE = 1113.5 2 N 4 FLOWLINE PLUG 1.55 IE6 P 13-1 4 PVC- T-6 (4) C14 INVERT ELEV. A 12. 0 IF 4 ^�b -UZ .4 1 1U;b V.2 TG 12.8 TG PER PLAN _j I-000 2.7 IE 1Q4j Z� 2 94.9.9 U_ dd 12 > -7 7_7 I U76 7 � Tn C->) A2.9 0 12.4 'r(; 11.9 1.512 n 4 1 11.6 71, 14. 15.53 1 fA"\ 0 12.1-1 L5 01 T 4 TIC 2E A ;-77-7- 7-- 7'. 15.73 2. P .50 IFF 1114.0 FIG If TG X T Y�i 13 EH R 97 S PF 111' 2.6 VC__ 90 1 CV -i7 >>// 1! 11 1. 2 9 TG < 7 14.2 03 A- . 1 6 roAt HP FF 1114.2 R 10 68 VV 9 0D 13.5 .11P 12.8 TG .72 4"x4"x4* TEE 1 0 1 ....... T FF 1114.4 IRRIGATION _L112,30 1 13,2 = 1113.4 x4m TEE I E13 4] Ic 97 88 -00, CURB k GUTTER IPE 1113.6 ­f�F-r,)` ' L METER mc - r & 1 1.8 3%4" REDUCER I FF U-1 W 100.11 1 42.2 T, D\U.4 If A2.2 TG _j 2 TG 1 86% 71 -2 3" MIN PVC (SCHEDULE 40)-j 11./U IE 11.49 1 E 4 1 E r�, btl ! 13.2 1172.9 IF FS GB /(�>111HO IE 13.2 TG I-A-% 60 3 /1D\ HP A2.5 HP C%4 1.J14 lr_� 12 1 LATTICE 14.32 /U. 11 FS \ R LL_2 L 2 12 61b tp 61-88 L 2 10 11 ELMT10N 12-82 t IF -1 11", IF 54,t 2 BW Cb NaJb IFF 1113.4 to Ito C:) 12.3 HP ' iA 1�• • •,�, \ 6,a r� N 9 1�.25 1.0% IPE 1112.6 C; 12.9 TG C.?4F FS 11.70 I EI 1L.Ir FP 1 k- \Z"�\ 10-89 FS 4 03 12.4 HP 3 : 1 -je. - -nm _0 I- 1-01 "Ifs SLOPE C4 1 .5 11.9 -05 41P 48 1 Is ----1_44ZSL= Oh 1 4 E 10. G 4 7 3xa�* ? 12.95 IE 103 3 0.77- INSTALL POLYETHYLENE .31 LF 2 11.14 IE S S I E PE ' 114.7 2.1 TG 5.1 1b Y 4 ".6 PG PLASTIC JOINT MATERIAL 1.49 IE E 4 10.64 1 10• QUICK JOINT" OR EQUAL CL C*4 12-02 TG ).66 1V.3 E 1 1/2 MIN. COVERcV 11.56 4 Ns W 0% 41 FS .85 6 0 4 12,91 FS • W 1 ti-i _'I•• • i6�- - C '•M' -fir-~ •a t .. 0) ,12.59 FS -Iz C, "N ................ 9" 2i CN 0 2-7 28 09.66 :2 00 PASADENA D R I 1.oz 11$41k SECTION A-A 0 Tc 12.70 TG ' 't, ENHANCED REAR ENHANCED SIDE BACKWATER LOT NO. 12.06 IE ELEVATION ELEVATION VALVE 9 NOT REQU I RED N A NOT REQU I RED 10 NOT REQUIRED N/A NOT REQUIRED TMQAL IMATE DRAW THROW CURB DETAL 12.23 CL 11 NOT REQUIRED N/A NOT REQUIRED LO I:P 0 TIC 12 NOT REQUIRED N/A NOT REQUIRED cr) 13 NOT REQUIRED N NOT REQUIRED 20 40 60 20 0 14 YES RIGHT SIDE NOT REQUIRED 49 YES RIGHT SIDE YES CONSTRUCTION NOTES 50 YES _N/A YES GRAPHIC SCALE 51 YES N/A YES 0) 52 YES INSTALL 4" P.V.C. SCHED. 40 CID N/A YES CID 0 53 YES N YES 3OCONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET U.1 54 YES LEFT SIDE NOT REQUIRED (n 55 YES LEFT SIDE NOT REQUIRED 4 INSTALL 6* GRATE PER N.D.S. NO. 40 OR EQUIVALENT C5 .e, LLj UNDERGROUND SERVICE 56 NOT REQUIRED N/A NOT REQUIRED Q� o ALERT PLANNING N DIENION 0 CONETRUCTION 57 NOT REQUIRED _N/A NOT REQUIRED INSTALL 3n P.V.C. SCHED. 40 58 NOT REQUIRED N/A INOT REQUIRED 1 LD04-091GR z 59 NOT REQUIRED N/A INOT REQUIRED I PPP"`IIII` < CALL TOLL FREE 275W YNEZ ROAD,BLUE 400 BULDlING AND SAFETY W 1-800-422-4133 TEMMULA,CALLA 925M-4679 CD CE3NSULTING 909.676.8042 - FAX 909.676.7240 @ www.RW.com > APPROVED BY: TWO WORKING DAYS BEFORE YOU DIG NAME DATE z < _j CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK IVESSIO* DESIGNED BY DRAWN BY CHECKED BY SCALE V Drawing No. M. DOTY M. DOTY J. TANNER RECOMMENDED BY: DATE: CITY Q F T EMECULA DEPARTMENT OF PUBLIC WORKS < A Contractor HORIZONTAL _1 Plans Prepared Under The Supervision Of I _- 0 zz CD CID rn ACCEPTED BY: DATE: 0 1 20' Lai No.60132 PRECISE GRADING PLAN 0 Inspector 04 SEE SHEET I Exp. 6/310-//0 Date: DEPUTY DIRECTOR OF PUBLIC WORKS LO TRACT 301569 - PHASE 3 JOHN D. TANNER III RONALD J. PARKS 1__� VERTICAL BALWA DRIVE LOTS 9 TO U < Date Completed lF 60132 6-30-06 PASADENA DRIVE LOTS 55 TO n N/A Or Ck R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 ALLEY LOTS 49 TO 64 SHEET 20F 3 COMMM LOT 69 r 1 r r y ~ rr 1 - B ALBA A R� 28 29 _ =506.50 13.3 TW - 11.2 13.0 T�1► 30 / 1 38.96Nor ' cv .63� T-1� � 4 �� � _ - ,- o O � 8 50 215 r 5 STEPS co o ^ w 47 r: yr 5 y, 26 2 ■---� .4S 8.2' S TEPS n ^ �� r _ '2 Tw - N N 4 STEPS .1' ti r _. : , 3. ,� rEP 2 ..2' STEps �� 4 ' .. 4.4 TW- 13.9 FG t3� �n' : CD 12.9 FIGCh n 047 3 STEPS 3.17' 116.00' 4. `D ''r �V A C ® 12 12 I _ � � - r� '+ -H _ AD Vh- o LO 1 _ _ \ g co ui v - - - 4Tw 13.9 FG 7.9'f . $ 5 / ,0 o 12.9 FG 3.17' 116.00' 3. 17 o x ^ ^ `-' 3.17 5' ,r _ - � cn �16.5' 3B = FW to g STEP 16.17' 30.78' 1 VL IF s .6 FG 30.78- 1 N - N � 3.17' 116.00' `° to `1 �i 30.78� �v a moo, 13.8 FG 01 12.00' a N 3 3.17' 13.1 FG 4 36.01 39 30 `n 30 78, S n 48.01 •86 - •01 S. $ IF /1F16.33' 0 39 30 0 , �` n o I $ 20.23' 7 1 �, 30 78, ►'7 N 38.97' W �p to ` 14 - W 1 1. 7 ry�. rn 7.9' 9 ,38 8 A 3g 14.2 FG 132E .7 . � 2 1 r8,, 2er 4 9 t ori N o 3 . ;. III 0 3.17' 116.00 3.17' *- 30 $ 3. 17' .� � 6,(0 38.63, 3 40 28 .00' VL -0 1310 G 4. 12' 9.2't s , 6 39 2 5 � 12 10' A► 16.17' 1,3 28 S $ I� 10.6 0, 2 TS h 24' I cD ►7 14.9 w 13 1 G .5 5.55 i• ,` 13 0 14.8 FG 3.171 116.00 3.17' N co 3.17' .17' 6.5 "� 3A 11 9't 12.7 FG - - N //2 E N R cr) 1C to 12.17 \ R /1 50 $ rn ,. o ori rt `n 21.33 6.5 cn o LA -ftn 13. N 1 F 116.00 3.17 �3.17' I ,ri °'- -+f 15.4 FG- u, \ _ 12.5 FG 1 D l Li w 0 I i� 6 10.67' Rj to I o ,n PV-- r7 d 1 3 3' M ( N Pr)o - `y STEPS 12 a y .3 FG N N M * �- . 4 34 o -\ 3.17' 116.00 - In N N `° N E Irl- 14.3 TW 13.1 TW 6.38' r� 48.17 20. 1 °° N 4 S rEPs 0010• CD 14.1 FG - _ 12.6 FG 13.1 TW 1 29. 12 ao N cv FG 12.7 TW �v - ' 4 1 29 1 r STEAS M o f8 �• 1200004 1 3 FG °29, n •0f pn �_ � c� SCP�'F"• P 27 -21100 Pr) o ADf-N A P A$ 0 LO 04 0 20 0 20 40 60 (P� .� Q r a GRAPHIC SCALE r -- tib co '1! r ' UNDERGROUND SERVICE (P - w ALERT PLANNING ■ DESIGN ■ CONSTRUCTION - fl -� LD04-091GR z Q � o BUILDINQ AND SAFETY < CALL TOLL FREE ■ ■ ■ 27555�rr�z ROAD,stxrl=400 _ �� � � 1-800-422-4133 TEMEC ,CALFOF NA 92591-4679 CONSULTING 909.878.5042 ■ FAX 909-676.7240 • www.RBF.com APPROVED BY: TWO WORKING DAYS BEFORE YOU DIG NAMDATE Z Lv� 0. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK Q�p�ESS1p� SCALE , DESIGNED BY DRAWN BY CHECKED BY Drawing No. o p TA M. DOTY M. DOTY J. TANNER RECOMMENDED BY: DATE: CITY Q TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL ,�`� a�• N tea, I ons Prepared Under The Supervision Of LO „ ACCEPTED BY: DATE: o PRECISE GRADING PLAN o 1 = 20 w •60 132 Date: c TRACT Inspector SEE SHEET 1 Exp 6/30/05 4 DEPUTY DIRECTOR OF PUBLIC WORKS 3089 - PHASE 3 N D. TANNER III 3 RONALD J. PARKS � � � VERTICAL Jt �t 11 l� �! - Q Date Completed 'jf 1F��� R C No. 60132 Expires r 6-30-06R.C.E. 19744 - Mfr-=�-I-98a=�-� LOTS ��C��TO � N/A OF C A� p es No. Expires 9-30 05 r�• COMMOMa LOT d8 SHEET 3 OF 3