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HomeMy WebLinkAboutTract Map 3752 Lot 48 & 19 Precise GradingVICINI'T'Y MAP LEGEND Hv-� 1 v--1 CONTROL 1350.00 0 1350.00 EDGE OF CONC. wwwwwy rwwww...uwwr .rwrwrw.w _. . » ... .,......._.. EDGE OF ASPH. mama EDGE OF DIRT AWNING BUILDING L_ SIDEWALK CURB AND GUTTER ----- FENCE WALL RETAINING WALL Gt1ARD RAIL =wrs,�w,w .Mw ww•�wr.r■ PIPE LINE PARKING STRIPES ROAD STRIPING POOL o RAILROAD RAIL SIGNAL TAN K 0 1= VAULT DROP INLET ❑ VALVE CATCH BASIN ❑ WATER LINE FIRE HYDRANT MANHOLE o 16011 STANDPIPE OSP SIGN _1 ©o --�--�- POWER POLE GUY WIRE POWER POLE STREET LIGHT S-TREET LIGHT S,fUP LIGvi,r MISCELLANEOUS ❑ 'TREES SINGLE TREE 0 PALM INDEX CONTOUR INTER CONTOUR �El ww DIAL TOLL FREE n 1-800-422-4133 AT LEAST TWO DAYS 'I BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CUNS`I'FZUC`i'ION RECORD DATE ]BY i;,�tractor Inspector Die Older GGRADINGPLAN FOR: M ORRISON PROPERTY DRAINAGE CHANNEL LOT 48 OF TRACT No. 3752, M.B. 59/53- -55 POR. LOT 19, TRACT No. 9833-3, MB A.P.N. 922- 150 -006 ENGINEE RRPRRRV%ATWR* JOHN T. REINHART, R.C.E. P.O. BOX 2105 TEMECULA, CA 92593---2105 TEL: (909) 206--6371 EMAIL: jackhart@'Iinet.com IN THE CITY OF TEMECU CA. 0 T.H.E. Soils Co. 1 705 Central Street, Ste. A Wildornar, CA 92595 Phone. 909-678-9669 Fax: 909-678-9769 1P I 40 Zo 21 w, APS w r ,- 147% 044 �llYA_� h� � THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED To TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. O INS-fALL 1/4 TON RIP -RAP 120/86-91 1010T 70 A M'1P 11NWMVD MOr� BISON FAMILY TRUST 90 30425 JEDEDIAH SMITH ROAD TEMECULA, CA 92592 ES RK: me RAW CUT = 240 CUBIC YARDS UNCOMPACTED FILL = - 2500 CUBIC YARDS IMPORT/EXPORT REQUIRED = 2260 CUBIC YARDS IMPOR"l/EXPORT SITE-. 2420 C.Y. • 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, AS AMENDED BY ORDINANCE 93-04. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE ONE PERCENT (1.0%). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND , FILL SLOPE = 2:1 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S DEPARTMENT OF PUBLIC WORKS WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. 7. PROVIDE A BROW DITCH, DESIGNED -TO HANDLE 100.YR Q STORM FLOWS, ALONG TOP OF CUT SLOPES. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 9. A PRELIMINARY SOILS ANALYSIS WAS NOT CONDUCTED. "TWO SETS OF THE FINAL COMPACTION REPORT PREPARED BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS WHICH SHALL INCLUDE RECOMMENDATIONS AND CERTIFICATION THAT GRADING AND COMPACTION HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE SOILS ENGINEER. lo. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS A,r LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LO -r. PHONE: (909) 694----641.1 ,1-1. cu'r SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL F{EIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER MATERIAL. -13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS -TO BE PLACED, IT Muss BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ALL FILL SLOPES PLACED OVER NATURAL GROUND WHICH IS STEEPER THAN 5:1 (20%), MUST BE BENCHED AND KEYED PER SOIL ENGINEER'S RECOMMENDATIONS. 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVEN-r PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTr�C-rIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS mus -r BE USED r0 PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. -17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE DEPARTMENT OF PUBLIC WORKS FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPEc-r TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLAN -TED WITH ROSEA ICE PLAN -r AT -12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER -15' IN VERTICAL HEIGHT, IN ADDITION -r0 GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20 ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT No -r LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMI-rTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 23. APPROVAL OF THESE PLANS BY -THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.. 24. SOURCE OF TOPO: Compiled -from a Field Survey dated Sep 12 2000 25. THE ISSUANCE OF THIS PERMI r BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 26. ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE DEPARTMEN-r OF PUBLIC WORKS FOR ANY WORK WITHIN PUBLIC RIGHT--OF-WAY. N�L IS PRIVADiuY" �ND �T1�TTVTA1'N�D SHEEN' '1 OF 2 (PG -'1): �fITLE SHEEN, VICINITY MAP, NOTES & QUANTITIESTHE DR�ll1�AG� C��1�1 RLVI�'IONS 9CC'D DATE BENCH MARK SCALE?0 'TOFF OF PARAE'1' OF EXISTING RE�Ntiy'�� 6'X 5' DOUBLE E30X CULVERT Horizontal AS SHOWN IN DETAIL "A"�� SHOWNR.c.E. NO. 23464 JEDEDIAI-I SMITH ROAD, STREET IMPROVEMENT PLANS N0. 847-S, Vertical � Exp. 12/31/01 �r CITY OF "fEMECULA RECORDS srgr CIV1�• a�P ELEVA�fION: '1063.50 N/AFOF CAL IF� :Dcsignec.I By Drawn By Checked. By XM JmmCon JTR The63 Pi Fere Prepared Under The Supervision Of. Date 4- ,J01w . R.C.E. No. 23464 Expires: 12-31 - Ucr SHEET 2 OF 2 (PG -2): PRECISE GRADING PLAN & DETAILS PERMIT: LD 01wwww076 GR • OF TEMECU MCRI�ISON.dwg Recommended Eiq;,� Date: � D� CITY � DEPAIi;T�EN'f OF PUBLIC �POIiKS GRADING FLAN Accepted Dy �"✓ Date: Yyoon p RONALD J. per,, R.C.E. � =,. ;,.- �>r;:�;_ � MfJRRIS,UN PROPERTY DRAINAGE CHANNEL DEPUTY DIRECTOR OF PUBLIC '�OIiK9 A° ...; ,::.:..:.. �' LM ,fig 01V Tr. No. 37529 Por. 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": 1 r♦■ 3 1 -__ ___ I . ­ ___.. ----- PERMIrlI.* I ­ ­ __ ... . . ., . .. ­ . . I __ ___ - __ LD 01-076 GIZ — - . - - 44 cin rn�ncle0 F' TE�M`ECULA d j • Data: Z �AO °� Thy ' `� `'' r I Accepted By: yt Date: Z I DEPUTY DIRECTOR OF PUDUC WORKS �y ..:I-- . ,.....:.%%,"::.... µl7XX No. x0744 Explrea.00-30-o5 z .....�..�z_, DEPARMENT OF PUD11C WORKS Enn�r� PLnrr yan: MORRISON PROPERTY DRAINAGE' CI-IANNLL LOT 40 OF Tr. No. 9752, Por. Lot 10, 'Pr. No. 9b,33-3 A.P.N. 950-030-008, 046-160-010_______,__,______ _ ____,._,_______. —_ . MORRISONAwgI ..�'..,-".��----.---.-,-�'.........-,�.--.. -­­.___--. :3tlent � of ;�.I _ — J