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Tract Map 30264-3 Lot 46-49 Precise Grading Plan
TRACT NO, 30264 3& 9 -A 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM MECvOE GRADRYG PLAN BUILDING CODE, AS AMENDED BY ORDINANCE 93-04. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1 X. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED PHA SE I " �• � REDHAWK PKWY A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPE. 3. MAXIMUM CUT OR FILL SLOPES = 2:1. 4. --- ---- - PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL - , _- FILL SLOPESR H --- oVE 5' IGH � -- � � e , ` " WOLF VALLEY ROAD 66 66 67 68 $ i ' 76 1 ` O 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISM OF A COMPETENT 70 + 7 ` I 73 1 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY I r i �` , L. , C PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS _� i ( I �_ _ PROJECT SITE OVER 1 DEEP. ` �� ----- _ _._-- ` � �S � ?fit. 30264-3 P, 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH u GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO J�. -\ + --�-�-- i �} 2 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALT. BE TO LINE 1 \ ' 8 GRADE, ELEVATION AND LOCATION OF CUT FILA. SLOPES. 14 -?3 12 ' 4 / ° RAINBOW CANYON 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG ROAD TOP OF CUT SLOPES. It 16 V 27 i 28 � S. FINAL ACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN t 20 21 22 24 2 1 VKMWN MAP \ _1 1 +NE _-1-a 0 1 9. ALL GRADING SHALL BE DOIN CONFORMANCE WITH RECOMMENDATIONS OF - - - � I I 1-- ---- 47 � �`,, ; NOT TO SCALE THE PRELIMINARY SOILS INVESTIGATION BY: L.EIGHTON AND ASSOCIATES -- --- %ALM DATED JANUARY 17, 2002 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- f 6 l 5 I �1 MENDATIONS AND CERTIFICATION THAT 63 7 -r 46 GRADING HAS BEEN DONE IN CONFORM- I 37 J I � , ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. , ; 36 53 3b 34 33 82 ' 3� 44 r 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 62 � 57 62 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 38 , 43 � BASS-\ TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 61 \ 1 38 30 40 41 EACH LOT. 81 37 -- I If THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF '�� r- - 1 36 �� 7 7 '130284-3 i 42 WOLF VALLEY ROAD AS N51'S9'23"E, 11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL 60 I AS SHOWN ON A \ -�' \ ( I \,� I I MAP RECORDED IN BOOK 220 PAGES 40 THROUGH 56, INCLUSIVE SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE �. -.r - 4c; ----�__ y----___.__ PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM '= - ,� -____ _ E _ _ OF MAPS, RECORDS OF THE COUNTY OF RIVERSIDE, STATE OF EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 40 86 _ - CALIFORNIA THE APPROVAL OF FINAL INSPECTION. 41 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 42 ' 3 i I 1 13. FINISH GRADE wSMALL BE SLOPED AWAY FROM ALL EXTERN WALLS AT NOT � � I I i 1Mor- Kft LESS THAN 1/4 PER FOOT FORA MINIMUM OF 3 FEET. 1 43 3 -- --- =\L=_ -« \-- { BEING A SUBDIVISION OF LOTS 15 &16 OF TRACT NO. 29305 AS SHOWN BY MAP ON - - ----- f � 1 8 ( FILE IN BOOK PAGES - INCLUSIVE OF MAPS 378 36 48 , 14. A REGISTERED CML ENGINEER SHALL SUBMIT CERTIFlCATK)N BUILDING i ''` RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 32 �� TION (WITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. IF AN ELEVA- f f TION WITH RESPECT TO ADJACENT SURFACE IS REQURED,THE ACTUAL 1 - 23 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. I 45 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PUNTED WITH ROSEA IDE 0� _ 10 2� ��' \�' ' PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 1 i 46 a '' \� ' 15' IN VERTICAL HEIGHT, II TO GROUNDCOMER, SHALL BE PIAN- � _ � 2-5 � � � � ` � � I TED WITH D TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS � � _ I SHALL BE PLANTED AT 10 ON CENTERS, TREES, 20 ON CENTER, CODINA- 7 20 TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL. HEIGHT SHALL HAVE ,, - ---_.______ 1 , 26 SCALE: 1 =120' -- IL- PERMANENT IRRIGATION SYSTEMS WITH BACK FLOW PREVENTION DEVICES PER 48 U.P.C. CHAPTER 10.R. 28 27 SURFACE FS ELECTRICAL LINE E � --- ------ FLOW UNE FL SEWER LINE S 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR1 _ ____ _ _ ----- - TOP OF CURB TC WATER LINE W TO COMMENCEMENT OF ANY C TION/�. - - ---- ___ _ --.- _ - .-. _ \--== FINISHED GRADE FG GAS LINE G --- � Y D 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ���----- PERCENT 7L EXISTING GRADEHIGHH POINT HP FINISH GRADE FG (1234.56) THE AND HIS EN►G�NEER FROM THE RE LTIY FOR THE COR- TYPICAL TYP. PROPOSED GRADE 1234.56 RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON ASPHALTIC CONCRETE A.C. REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROM PTL.Y SUBMITTED GRADE BREAK G.B. CONSTRUCTION NOTE NUMBER • TO THE CITY ENGINEER FOR AND APPROVAL. GRADE BASIN CB EDGE OF PAVEMENT "= 18. NO FILL SHALL BE PLACED 1 120' TOP OF SLOPE T.S. DIRT ROAD PLACED ON EXISTING GROUND UNTIL THE GROUND HAS MATERIAL. CUT/FILL TRANSITION --�F--��-- BEENCUE�ARED OF WEEDS, DEBRIS, TOPSOIL, ANO OTHER DELETERIOUS CONTOUR -(1 x,25}-- A.C. BICE 0000 19. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PROPOSED CONTOUR 1124•- SANDBAG LINE PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL ENHANCED ELEVATION ASPHALTIC CONCRETE A.C. SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO PRE-PLOTTTED COVER DECK DECK PROTECT IN PLACE P.I.P. ADJACENT PROPERTIES. 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 PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. �' �' 4V THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL DOES NOT IMPLY OR PROVIDE ANY AGENCY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE BE PERMITTED. PROVISIONS OF THE CALIFORNIA OR NATIONAL ENURED 22. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED N01= AM offnmm1 SPECIES ACTS. . 2 3 THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED Q INSTALL 9"x9" AREA DRAIN NDS OR EQUAL. 1 EA. _ �i CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE ENGINEER PRIOR TO PLACEMENT OF FILL MATERIALS. Q2 INSTALL 4" PVC SDR DRAIN LINE. 93 LF. � DISTURBANCE OR GRADING. 23. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS 03 INSTALL PRIVATE DRAIN THROUGH CURB W/4"X3;' 1 EA. x_ (1.5) SWILL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT REDUCER PER COUNTY OF RIVERSIDE STANDARD N0. 310 FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT -=� WTM TO Tm rs-. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PVNS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA WATER moose �r=ft"Ave. DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR seep.350 STANDAM PACIFIC HOMES COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND DERGR'OUND 8 o K I c N kvin.,a VU14 UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE 900-2514821 , INLAND EMPIRE DIVISION CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY M S C N Y L T Z ML- *N-25 1-M 1� 235 East Rr�e:W Strut Suites 11AD ALL ONARY EANS TO � Cdir�rn�v 9�79�t.�0 PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. red Nei (") J72-8W Fax (909) M-8510 � PLANNIRS ENi1NltRS SURVIYORS LD06- N LDS 4Y COI�'11DK:1 1 mom DrA1M BY DA7N ACCO womm www RY D1Mw1 RY Cl�oli� RY • �Np SCALE Ess RECOMMENDED BY: DATE: O�rAlrl�If OF PURI SCS IVE RRSIDE COUNTY 600-62-69 1970 k. R• s/ C" OF � g y t CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE POST HORIZONTALkr ���Q` � �s�, PLANS PREPARED UNDER THE SUPERVISIONOF MARKER STAMPED 68 RESET, 2.9 MILES S.E. cn = - r ALONG PALA ROAD FROM POST OFFICE AT AS NOTED No. 42324 ACCEPTED BY: DATE:Am Z nPLM INSPECTOR A TEMECULA 29' N.E. OF THE PAVED ROAD d Exp. 3-31-2006 � DATE: - � RONALD J. PARKS 302Nw , , • HRJ !gip F11iSM FLOOR E1,Fy,, GARiA�CE FLOOR /15 N.W. OF TEL. POLE NO. 6295, C.W.T. * * H NRY JI EZ DEPUTY DIRECTOR OF PUBLIC WORKS DATE COMPLETEQ 0y, AD DWA'MY cROM. �p pAMO 3' S.W. OF 36' CONCRETE STANDPIPE. VERTICAL 'S CIV11. �� 1 - 48=40 (1R :�) � ELEV. 1039.378 F Qc LSE R.C.E. NO. 42324 EXPIRES. 3-31-06 R.C.E. NO. 19744 EXPIRES: 9-30-07 � ► N c�R AT A�JiR OF ALL tlNiT'S N/A CA LOTS f-2 A 7&84 Com. 9) SHEET OF Z �, _.._.- ___ =1 _____ �_.. _______,. ,__.___._,_-._,_-._--____,__ .-1.1 i s I 1 I I _ - -- __ _ r �- i. ... , ..,... - „ �, ,,w ,. ,. , . ..:'., ' i .x ::.. .k , .. {:: ,r,^e* ,.-.- ..._ ,. ,, .-, .._ .,�..;.. .ars. _. -,., ,- , ... .. :. z. .. ... .:.. _ .. ._ a.:.: ,,,: Y,:., r. .. .... .. ... 1 . ��y� :.r .. .:.. ... i .:. .. '.r. ..:<. < - w..- .. , r .:,.,, A-.._..„rte.,.. - ,..:n.. F� _-. ,,::: ,.: .. fie. ,i.. $ ".- _m ;.. < ... n ... ... ..,. ,.. _ x1 .:. , _ •,_ -..., , -�.:_v - , .,�'!!:'.. .: Y, _. 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ADDED PATIO BRASS DISC SET 1 EAST OF CONCRETE POST HORIZONTAL �W �� 1% <`_N Zc, PLANS PREPARED UNDER THE SUPERVISION OF MARKER STAMPED 68 RESET, 2.9 MILES S.E. � z � - ACCEPTED BY: k,.L)1-1411vLDATE: S u PRECISE GRADING PLAN W GONER AT REAR OF AL UI�NT'S. ALONG PALA ROAD FROM POST OFFICE AT AS NOTED W No. 42324 � _ y INSPECTOR TEMECULA 29' N.E. OF THE PAVED ROAD � Exp. 3-31-2006 �)4At DATE. RONALD J. PARKS TRACT 30264-3&9 5' N.W. OF TEL. POLE NO. 6295, C.W.T. VERTICAL * * H RY . JI DEPUTY DIRECTOR OF PUBLIC WORKS �' 3 S.W. OF 36 CONCRETE STANDPIPE. 9r civic � PHASE 1 - LOTS 46-49 (TR. 30264-3) N DATE COMPLETED ELEV. 1039.378 N A e / qc �L�F R.C.E. N0. 42324 EXPIRES: 3-31-06 R.C.E. NO. 19744 EXPIRES: 9-30-07 ::-0 . -1 mmmomm - - 30264-9) SHEET 2 OF 2 LO a r ! I LOTS 1 2 & 78 84 (TR.