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HomeMy WebLinkAboutTract Map 30264-3 Lot 1-4 Precise Grading 3 QRADINGNO TRACT NO . . 30264 P o� 1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLAN 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X JS DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED )► RED�iAWK PKWY A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPE. MODEL S1 TE � O 3. MAXIMUM CUT OR FILL SLOPES = 2:1. 0,01 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. WOLf VALLEY ROAD 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT L �, v0 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ` Ch/ PROJECT SITE PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS � �/V TR. 30264-3 OVER 1 DEEP. 5j �' Lis Ap G� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA Iliqw. HD �� WOLF CREEK ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH Ilin plip.. 7D 81 ` DRIVE SOUTH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO + 78 8 $7 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, �� 60 7� i 7B �rYT �- �� ,� GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 76 72 73 �i4 :-- �;,� RAINBOW CANYON ---- 82ROAD 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG - -- -- TOP OF CUT SLOPES. 83 .w � _ L_ANET �8. FINAL COMPACTION REPORT WILL BE FOR ALL FILLS GREATER THAN f N f MAP ONE FOOT. NOT TO SCALE 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 14 13 12 1 tj -D 5 4 THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES _ 8 7 y`1 '1 • DATED NOVEMBER 10, 2003 V7 •I_ SCRIPTIOLEGAL DE j a i TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE f w _ --�� ! i BEING A SUBDIVISION OF LOT 15 OF TRACT NO. 29305 AS SHOWN BY MAP ON ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 13 17 jS ID 20 21 22 26 27 y_ 48 r � � FILE IN BOOK 78 , PAGES _ 36-48 INCLUSIVE, OF MAPS, MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 24 26 i RECORDS OF RIVERSIDE OUCALIFORNIA.� `;� �/ -�__,_-- �, � � COUNTY, C ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. �� r _- 47 \\ C 30 �� r _- -� --- OASSESSOR' PARCEL 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING �_� - -- _._ _ � - �... SAL --_.- �__.. .._.•--- 1 ER DEPARTMENT, TELEPHONE 909 694-6411 AT LEAST 24 HOURS IN ADVANCE LAS__-__ w_" REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR f 30 EACH LOT. + �` 1, �� • ����-- �....-�-:.-�---�.---_.-_.. ._.__._ � , I _ __. 84 i -. 45 11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL I 37 36 I -- SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 56 53 86 34 33 32 31 4 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 2 EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 62 5/ �, (Q 43 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION." '' I - -µ-"-- I LEGEND: 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 61 38 317 40 41 7 � � FINISHED SURFACE FS ELECTRICAL LINE ----� 51 Ii 37 , -- FLOW LINE FL SEWER LIN -- - --_- E 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT " 60 ``. r,. f, ------ " -- -.____�_ 1 AC 3® 6+0 �2 4 TOP of CURB TC WATER LINE - LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. \�- �.,_,w FINISHED GRADE FG GAS LINE -� / 4 + 40 NIGH POINTP H FINISH GRADE FG 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PERCENT x EXISTING GRADE (1234.56) PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA-- 40 41 3 _ - -- ---�_._-_ TYPICAL TYP. PROPOSED GRADE 1234.56 TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- ) ;�' �� 8 ASPHALTIC CONCRETE A.G. CONSTRUCTION NOTE NUMBER TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED THE ACTUAL s ` + 42 ,� � � GRADE BREAK G.B. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. I EDGE OF PAVEMENT z ; � � � �3 -� CATCH BASIN CB �. - C 7 TOP OF SLOPE T.S. DIRT ROAD 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 1� 33 I CUT/FILL TRANSITION ---�E--��- A.C. DIKE PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 14 15' IN VERTICAL HEIGHT IN ADDITION TO GROUND COVER SHALL BE PLAN-- EXISTING CONTOUR ^{1125 I _ � !!� 22 i�� PROPOSED CONTOUR 1125 SANDBAG LINE Qvao TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS _�_� ! 3 di a.f� l vL SHALL BE PLANTED AT 10 ON CENTERS, TREES, 20 ON CENTER, COMBINA- z ! -~- __._ .r- , ASPHALTIC CONCRETE A.C. FIRE HYDRANT ASSEMBLY w0' --eA FN TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE -� --- -- 23 PROTECT IN PLACE P.I.P. AIR VAC do RELEASE ASSEMBLY PON PERMANENT16 l � IRRIGATION SYSTEMS WITH BACK FLOW PREVENTION DEVICES PER �+, ---�� GATE VALVE ! THRUST BLOCK U.P.C. CHAPTER 10.R. ,� , BLOW OFF VALVE 31 �w ., 24 a`:+ LOT NUMBER [ ] INVERT INV 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR ?' t �} TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. j �� i k TOP OF GRATE TG 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 47 29 THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- ' .___ _ j26 r a l + RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED ; T48 ENMRONMENTALTO THE CITY ENGINEER FOR REVIEW AND APPROVAL. --_.__ ?7 18. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA _._. w_� �._ -- ----. _ ��� �w`�" �' � DOES NOT IMPLY OR PROVIDE ANY AGENCY CLEARANCES FROM MATERIAL. BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS "----- � �� ---� STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE _ �� � PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED 19. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF SPECIES ACTS. PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL Q� SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ,INDEX MAP, YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE ADJACENT PROPERTIES. SCALE: 1'=120' DISTURBANCE OR GRADING. 20. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO QON STRU C11 ON----. N S- N011QE PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. TRACTOR:- 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL 1 INSTALL Srxg' AREA DRAIN NDS ORE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR Q a �' STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE BE PERMITTED. Q NWALL C PWC SDR DAM UW- 197 LF AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA. 22. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, O 16TALL T PRIVATE DRAIN THROUGH CURB W/,CV 6 EA 4" JI' 40' EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA WATER THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL REDUCER PER COUNTY OF RNERSIDE STANDARD NO. 310 DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED O CONSTRUCf,HANDSCAPE PER UWDSCAPE ARO}MTECT PLANS LUMP SUM COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. I UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE Q OONST'RUCT DRIVEWAY APPROAOi PER CITY OF TEMECULA STD. NO. 207 981 SF CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO 23. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS 2 3 PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT BASISOF BEARINGS. THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF WOLF VALLEY ROAD SHOWN U"j _ 'M__".; AS N51'59'23"E, AS SHOWN ON A MAP RECORDED IN BOOK 220 PAGES 40 THROUGH 56, 17320 Be"Ave. .' .� ::x. INCLUSIVE OF MAPS, RECORDS OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. x.31" STANDARD PACIFIC HOMES •O K I C H h.,CA 9M14 BUILDING AND SAFETY a vbim:949-251-111101 I N L A N D EMP I R ED I V I S 10 N Service Alert 255 Eost Rnn Strrrt , Suite 7XCvk TOIL n" ELAR MYLTZ F 949-251-05lb REVIEWED FOR COMPLIANCE WITH TITLE ov CaA►fo, Califanin 928Jg-13,30 *-800 24 DISABLED ACCESSIBILITY ONLY J TW. No. (909) J72-85010 Fox (909) J72-8510 W w26� PLANNERS ENQ► INEER : SURYEYQRs gyro wow an vau m APPROVED BY: 6 �b LD05- 1 45GR AME D TE nc3 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE QRp� DESIGNED BY DRAWN BY CHECKED BY ESS/0 DRAWING NO. J kq� RECOMMENDED BY: DATE: I�w4e CITY 0 F TE M E C LJ L A DEPARTMENT OF PUBLIC WORKS W RIVERSIDE COUNTY 600-62-69 1970 mak, ,� R• J p CONTRACT BRASS DISC SET 1' EAST OF CONCRETE POST HORIZONTAL ��v 2Q�- 'y�y PLANS PREPARED UNDER THE SUPERVISION OF MARKER STAMPED 68 RESET, 2.9 MILES S.E. cn �u rn - ACCP • /o r Oi I INSPECTOR ALONG PALA ROAD FROM POST OFFICE AT AS NOTED _ No• 42324 N ACCEPTED BY. DATEfl - . TEMECULA 29 N.E. OF THE PAVED ROAD d 3-31-2006 DATE: RONALD J. PARKS PRECISE GRADING PLAN 5' N.W. OF TEL. POLE NO. 6295, C.W.T. VERTICAL * HENR R. JIM EZ DEPUTY DIRECTOR OF PUBLIC WORKS DATE COMPLETES -- 3 S.W. OF 36 CONCRETE STANDPIPE. �' CjyWW_ \ (MODEL TRACT 302643 SLOTS 14 ELEV. 1039.378 N/A F - FC R.C.E. NO. 42324 EXPIRES: 3--31-06 R.C.E. N0. 19744 EXPIRES: 9-30-07 •� TITLE SHEET, PA05 0084 SHEET 1 OF 2 SOUTH F+ drkS WVN CHOWE os AS PLAN - .� � � _ r AS SM" ON PLAN ON PLAN ON PIAN AS 51m ONI mw r" rm F L LHa� r, cm HO TM FL PUN POINT FINN. #IMI. 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" ...•''._ -`'- ..-- �/' N_fes_ ,,. � ... . w..."--^"'".,„._.�•- '°•, _.....---•-• ....,M -.----....-.• , S � . -- -� `• �-• ._..._� _ c ._ r ...... .--- � _ _ 45, fig ,� \ � ,��b• �,� , ~ . - 15' IYP. 1/NIR�S � 1.125' T mo (aim omM- w .....rte•- .-. ` ^T ..- x.. 11011 r Nvs 1 5' S, .. .�,..-� _._ _.-- - � • . - , - , , w.r-- 5.0 _mow_- �_,-�• w 311--___ 10.00 �..r I 30. �, F.F. 0.5' 0.3' 1 1. ! H.P. PLAN I RNIM PER PLM FL„• r_• yam, 1`(�' 2 C J FL . .-�-� - --• �• � � �, � . : . w ,�0• � ; 1a. � 1/2" ABo�uE cuTrER .. 0 - - -- - - �' PVC n � .w ... __ _� FLOWLIIrE y 1 ...r ,...r.... •,. ..... ,� ,...`.. l c•11u ('� 4.�4 'I� [7 I F `i 1,r• , �E' , x r. ..w_.._.-. :.iA"x"'""„�: 2% IMIN IMII�1 .r RED AN WAY TYPIm FINISH QUM S ♦ . � TEE T PVC ..... ._ ...__._. - _.-.. . .: PAD &N. SECTIO -A=A Arx � _ISR c" sem. 303 TRANSITION FROM ROUGFt ._GRAD " 3 RB MAIN DETAIL NTS O � 1 ti CONS ON NOTE ANDQjAWMES wlam Q NII. rxr AREA DRAIN Nis m EQ w_ a EA 0 10 20 4o so O INSTALL f PMC SDR DRAIN LINE. 197 LF LOT STH PAD ELEV. MODEL 1 16.33' 1099.9 3CR r1 INSTALL 3 PRNATE DRAIN THROUGH CURB W1,CX3' 6 EA 2 16.33' 1100.2 1 B �J REDUCER � COUNTY OF RIVERSN)E STANDARD NO. 310 M o t s t leo��Ave. 3 16.33' 1100.4 2CR Q C0NSTIW I'1AI�IDSc.ARE � ' M uA r sum BUILDING AND SAFETY Sriw 350 4 16.33' 1100.7 3A �5 �'T DRIVEMIAY APPR0�4CH PER CITY OF TEMECUU STD. NO. 207 981 SF • REVIEWED FOR COMPLIANCE WITH TITLE � 0 O K I C M Mrviw�,CA 1>�14 � Mriar 1t�9-2S1-�tYl SCALE: 1"=20' 24 DISABLED ACCESSIBILITY ONLY Co �t 111r't T 3 IM- 1"-2S1-0S16 APPROVED BY: PLANNERS ENGINEERS SURVEYORS LD05- 145GR NAME DATE N CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. SCALE Q�QFESS/p .RECOMMENDED BY: •DATE: /p b C1 TY OF TEMECULA DEPARTMENT OF PUBLIC WORKS , RNERSIDE COUNTY X600-62--69 1970 q-7 �{ R• Ji, <<n CONTRACTOR BRASS DISC SET 1 EAST OF CONCRETE POST HORIZONTAL �� y� �, PLANS PREPARED UNDER THE SUPERVISION OF MARKER STAMPED 68 RESET, 2.9 MILES S.E. Z r' ACCEPTED BY: DATE: ALONG PALA ROAD FROM POST OFFICE AT AS NOTED ( �• 42324 DATE: o - 5 .. RONALD J. PARKS PRECISE GRADING PLAN INSPECTOR TEMECULA 29 N.E. OF THE PAVED ROAD d Exp. 3-31-2001A&iDEPUTY DIRECTOR OF PUBLIC WORKS 5 N:W. OF TEL. POLE NO. 6295, C.W.T. VERTICAL HENRY JIM EZ ACT3-0264-3 ('MODEL Sl-rE), LOTS 1 -4 3' S.W. OF 36' CONCRETE STANDPIPE. `�J• CIVIL \ DATE COMPLETED _ 3-31--06 ,�- " = + ELEV. 1039.378 F Cr �L1Fa� R.C.E. N0. 42324 EXPIRES: R.C.E. N0. 19744 EXPIRES: 9-30-07 f .� P AQ5_aa$4 SHEET 2 OF 2 N/A