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HomeMy WebLinkAboutTract Map 33125 Lot 1-5 Precise Grading GRADING NOTES VVOLF laillEEI( IDA 18 Irnbe CIO 33125 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT ORDINANCE No. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. MODEL PRECISE GRADING P 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES SHALL 8EG,- 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!j PER FOOT FOR A MINIMUM OF 3 FEES. WOLF CREEK 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. SPECIFIC PLAN �o �'O� .yg' � `S'Aq� o�p9 A APPLICABLE CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR 4. PROVIDE, S r STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT 1�(,0� � � SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. G(�l�G� d`�'`y PEND�� Q L� RESERVATION 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS w . I ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY hC 0 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. ARBOR DEL 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CIN OF TEMECULA'S PUBLIC WORKS DO SIERRA R DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL R-2°52 BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. •d�°���� 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. � 9� ,� VICINITY MAP NOT TO SCALE 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES DATED JANUARY 17, 2002. TWO SETS OF THE � FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH � SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HASSOURCE OF TOPOGRAPHY: BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. AT LEAST 24 HOURS IN � 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT � � HALL & FOREMAN INC. ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TION MUST BE 43513 RIDGE PARK DR. APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. TEMECULA, CA. 92590 (951) 676-6726 PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 DATE OF PHOTOGRAPHY OCTOBER 2004 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. BASIS OF BEARINGS NOTE. 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF WOLF VALLEY ROAD APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH SHOWN AS NORTH 73'35'28" WEST, AS SHOWN ON TRACT N0. 29305 FILED IN MAP CIN CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL HEIGHT BOOK 378, PAGES 36 THROUGH 48, INCLUSIVE, RECORDS OF THE COUNTY OF SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE RIVERSIDE, STATE OF CALIFORNIA. U.P.C. 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS c4�' BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. � Z LEGAL DESCRIPTION: IF STEEP SLOPING TERRAIN OCCURES UPON WHICH FILL IS TO BE PLACED, THE TERRAIN � O MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL 48 SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST � W BEING A SUBDIVISION OF LOT 25 OF TRACT N0. 29305 FILED IN BOOK 378 , PAGES 36 0 Z zo INCLUSIVE, OF MAPS, RECORDS OF RIVERSIDE COUNTY RECORDER. SHALL APPROVE PLACEMENT OF FILL. m M� 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE � Z INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING D ASSESSOR'S PARCEL NUMBER AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING � � A PORTION OF 962-010-006 GRADING OPERATIONS. 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CIN ENGINEER. Cli � 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1.5) � LEGEND. SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. Z D O � FINISHED SURFACE FS ELECTRICAL LINE E 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF � > � FLOW LINE FL SEWER LINE S BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH � TOP OF CURB TC WATER LINE W � RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. D �-- FINISHED GRADE FG GAS LINE HIGH POINT HP FINISH GRADE FG IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE PERCENT � EXISTING GRADE (1234.56) ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. TYPICAL NP. PROPOSED GRADE 1234.56 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS ASPHALTIC CONCRETE A.C. GRADE BREAK G.B. CONSTRUCTION NOTE NUMBER OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION & SEDIMENT CONTROL CATCH BASIN CB EDGE OF PAVEMENT ORDINANCE No. 04-04 THROUGHOUT 'THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF � TOP OF SLOPE DIRT ROAD W CUT/FILL TRANSITION &Z APPLICABLE. EXISTING CONTOUR --(1125 -- A.C. DIKE 18. EXISTING DRAINAGE COURCES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. PROPOSED CONTOUR >>2SANDBAG LINE o000 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 11MBERMINE LANENO— Z PROTECT IN PLACE P.I.P. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT MATE) OF ANY CONSTRUCTION/GRADING. ENVIRONMENTAL NOTE: 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY. THE ISSUANCE OF THIS PERMIT BY THE CIN OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND AGENCY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONSOF THE CALIFORNIACALJFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISION SHALL BE YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PROMTLY SUBMITTED TO THE CIN ENGINEER FOR REVIEW AND APPROVAL. PRIOR TO ANY SITE DISTURBANCE OR GRADING. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDAGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE NOTICE TO THE CONTRACTOR: CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES N a39,51" FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 4s��5 so .as THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF 54.58 THIS PLAN BY THE CIN OF TEMECULA, EASTERN MUNICIPAL WATER DISTRICT OR RANCHO WOLF VALLEY CREEK CHANNEL CALIFORNIA WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO PREPARED BY: PREPARED FOR: TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR INDEX MAP �O SHOWN ON THIS PLAN. LD06=038GR M o li s e 17320 Redhill Ave. SCALE. 1 is-60' " Suite 350 ��. BUILDING AND SAFETY m• D O K I C H Irvine,CA 92614 D SID E H�JJME S 0 � INDICATES SHEET NUMBER REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED Voice: 949-251-8821 oo � ACCESS REQUIREMENTS ONLY 11870Pierce Street,suite l00Rivetslde.CA92505 �o S C H U LT Z FAX: 949-251-0516 Phone 951)710-1900 Fax 95U68&8h81 0 r u�� PLANNERS ENGINEERS SURVEYORS APROVED BY: NAME DATE � DESIGNED BY DRAWN BY CHECKED BY ��, �l CITY OF TEMECULA DRAWING NO. -DCONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�QFESS/p� �� DEPARTMENT OF PUBLIC WORKSRECOMMENDED BY:_� ��DATE: Z� �'� � .11�) p RIVERSIDE COUNTY 600-62-69 1970 HORIZONTAL ��v �V �� � PLANS PREPARED UNDER THE SUPERVISION OF Q� 6 R T MODEL PRECISE GRADING PLAN / F` ACCEPTED BY: DATE:I 27 0 � CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE POST MARKER v� � STAMPED 68 RESET, 2.9 MILES S.E. ALONG�PECHANGA AS NOTED c� 4J No. 64948 � m 1��� ..-� �._.. DATE: I(� �� RONALD J. PARKS �� - TENTATIVE TRACT NO. 33'125 PKWY FROM POST OFFICE AT TEMECULA 29 N.E. OF � Exp. 6-30-2007 � DEPUTY DIRECTOR OF PUBLIC WORKS - ��:,q � INSPECTOR THE PAVED ROAD 5' N.W. OF TEL. POLE N0. 6295, -* * ERIC N. SPA GLER r � .F ' " TITLE SHEET o ELEV. 039.378 F 36" CONCRETE STANDPIPE. VERTICAL J�q�F CIVIC- O���Q' 64948 EXPIRES: 6-30-07 R.C.E. N0. 19744 EXPIRES: 9-30-07 rfo�yl9��o LOTS 1 �5 SHEET 1 OF DATE COMPLETED N/A pF CA_\F R.C.E. N0. c� a a o o @ @0 o � a 1.87" t 0 j A A mmox 0 0 � bc- �O Q Q "ALHAMBRA FOUNDRY" YA-480 CAST IRON N � ROUND TO RECTANGULAR PIPE ADAPTOR 6" TO 3"x12 1/2" i VARIES PER PLAN 6" PVC TEE, 6" PVC DRAIN 2•��" .45' TC ELEV. PER PLAN CLEANOUT PER PLAN APART , imp I 6" CONC. CURB CONC. SIDEWALK S & GUTTER AT BASS INV. ELEV. 2% TYPICAL PLAN PER PLAN =own& '2"HT' 1/4" CHAMFER �— & SMOOTH GROUT 1q MIN. TAPERED "ALHAMBRA FOUNDRY" � EREEDGESYM IA-470 CAST IRON TYPICAL SECTION XA RECTANGULAR PIPE 3"x12 1/2" TRUNCATED DOMES CURB OUTLET DRAIN - RECTANGULAR PIPE NTS NTS i MORS 8 17320 Redhill Ave. LD06-038GR . Suite 350 D BUILDING AND SAFETY O K I C H Irvine, CA 92614 � Voice: 949-251-8821 REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED N U l Y Z F 949-231-0516 ACCESS EQUIREMENTS ONLY PLANNERS ENGINEERS SURVEYORS APROVED BY: NAME DATE CONBTRIJCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�pf ESS/pN9 DESKINED BY DRAVVN BY CHECKED BY RECOMMENDED BY: �� e / DATE:l � 6 D P �W� � f'�� CITY OF TEMECULA E ARTMENT OF PUBLIC WORKS CONTRACTOR RIVERSIDE COUNTY 600-62-69 1970 HORIZONTAL �4, �c� � � PLANS PREPARED UNDER THE SUPERVISION OF / l BRASS DISC SET 1' EAST OF CONCRETE POST MARKER STAMPED 68 RESET, 2.9 MILES S.E. ALONG PECHANGA — � No. 64948 � Z ACCEPTED BY: DATE- AS q �Y T MODEL PRECISE GRADING PLAN INSPECTOR PKWY FROM POST OFFICE AT TEMECULA 29' N.E. OF RS NOTED � � . 6-30-2007 � DATE: �� /Z d� RONALD J. PARKS �1R _ THE PAVED ROAD 5' N.W. OF TEL. POLE N0. 62950 DEPUTY DIRECTOR OF PUBLIC WORKS �y TRACT No. VV IZJ C.W.T. 3' S.W. OF 36" CONCRETE STANDPIPE. VERTICAL WSJ, C � \* ERIC N. SPANGLER - s= : �-� • x;:r:'� DATE COMPLETED ELEV. 1039.378 9T � N/A F OF Cq1.\FR.C.E. N0. 64948 DATE: 6-30-07 R.C.E. N0. 19744 EXPIRES: 9-30-07 �'r�;`��1989�"� LOTS 1�'5 DETAILS 2 OF 3 I:\62104\PG\Models\PGP02.dwg 10/12/06 i A 1 r w err^~T~ ray •"^"^r+ti.wr ray mow•. ... r .rw ..w / . ~ .` .Mwren. • 1 'fir^+ • r" +wr^ . rte.r►•+.. `w•., rt ti r + w . - ..Mrd . +r wnr•nom . .rr wr. r^ rM y err•rr mow.w-.. •w ..^ .wry- r wwr r - wrw ti"„ www wrw'w'.^ ^ y ww .ww+rr f. n. ... ..w nl '- \ • 1 SL OpE � _, • ---`- .•-...,. . • 2:1 SLOPE _ o c 1 � � - • . � 2.1 SLOPE 1 - _ .__ 45 3 4 °o Iro 27o TrIl Ac 4', NAT,X/ 4 to Milli 279 AC o88-20 \�(A X\ 9 21 FG F FS_ IF ,? 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GRATE BUILDING AND SAFETY 0 4 K I C Htrvf ne, CA 92b 14 &—INSTALL 4" PVC SCH. 40 YARD DRAIN � CONSTRUCT CONCRETE SIDEWALK @—CONSTRUCT 3" SIDEWALK UNDERDRAIN PIPE R Voice: 949-251.8821 10 INSTALL PVC SCH. 40 YARD DRAIN REVIEWED FOR COMPLIANCE WITH TITLE 24 DISABLED (4)—CONSTRUCT C CONCRETE STEPS PER CITY OF TEMECULA STD # JOJ ACCESS REQUIREMENTS N Y SCMULYZ FAX: 949.251-0516 �, , _ O L 11 INSTAL! 4 SCH. 40 CLEANOUT (1 )--INSTALL fi TEE CLEANOUT WITH 6' 01A. GRATE (5)—CONSTRUCT 4" A.C. OVER NATIVE @—INSTALL B' PVC SCH. 40 YARD DRAIN 17 INSTALL TRUNCATED DOMES PER DETAIL ON SHEET No. 2 SCALE 1 =10' APROVED BY: V� P L A N N 9 R S 9 N 0 1 N 9 1 R S S U R V 9 Y 0 R 3 (o�­FCONSTRUCT 6" REDWOOD HEADER BOARD NAME DATE CONSTM&M FIECOFW DATE BY FIEVI9*148DATE ACCD BtNt %WALE q 4N,qDE61GNED BY DRAWN BY CHEMED BY . DRAWS Nh. RECOMMENDED BY: DATE: � DEPARTMENT OF PUBLIC WORKS 4, Spq RIVERSIDE COUNTY 600-62-69 1970 HORIZONTAL w �' 2 CONTRACTOR -. � G, PLANS PREPARED UNDER THE SUPERVISION OF BRASS DISC SEf Is EAST OF CONCRETE POST MARKER t� � • o TAMP R .�,. �., ;o ACCEPTED BY: DATE: MODEL STAMPED 68 RESET, 2 9 MILES S.E. ALONG PECHANGA AS NOTED ca No. 64948 �-, f , INSPECTOR PKWY FROM POST OFFICE AT TEMECULA 29' N.E. OF �, �►�' DATE: ��', ', RONALD J. PARKS THE PAVED ROAD 5' N.W. OF TEL POLE NO. 62959 �' Exp. DEPUTY DIRECTOR OF PUBLIC WORKS rxa r x' err ERIC N. P GLER = -.xx�� All No. C.W.T. 3' S.W. OF 36r CONCRETE STANDPIPE. VERTICAL �J' 'Q- ` , ELEV. 1039.378 �` CIU 11- DATE COMPLETED �2 p�� X4948 -- 7 -. -� .:::.:• �r R.C.E. No. DATE: 30—Q R.C.E. NO. 19744 EXPIRES: 9 30 07 �rrr�•===iae:-:- Of N/A CAS- SHEET 3 OF 3 1s\62104\PG\M0deIAPGP03.dwg 10/12/06 f f ^II