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HomeMy WebLinkAboutTract Map 29798-9 Lot 24-33, 38-47 Precise Grading GRADING NOTES P C1 RA I N P AN 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT CONTROL ORDINANCE NO. 04-04, AND, IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1X DRAINAGE SWALES TRACT NO . 29798=9 PHASE 4 LOTS 24=33 3 7 SHALL BE 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 34» PER FOOT FOR A MINIMUM OF 3 FEET. CITY OF T 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. UNDERGROUND STRUCTURES 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR SHEET 2 FROM THE TOP OF SLOPES. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT 33_ INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE I � 27303132r PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND I 4 24I ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE � waw aw« s. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS '"'�" DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH '" CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES �"� waw aI CONCERNED BEFORE STARTING WORK. THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION 40' I * wN, R M 74� I'IM a SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 40' rINI M RM sl Q 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR: Fi 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY r SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING INC. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF DATED SEPTEMBER 20, 2001. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE I THERE ARE NO n CD SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE o Ln _ - COURT RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PLAN 1 'n - 1 HA THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES ,'n PLAN 2 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION -< q ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. FUi Q �D APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. I w� PLO PINI 1� �� I�NI M PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411 NOTIFICATIONS .90 40' i �� ,�,. "'"'°n � 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES AGENCIES40 * � �•L CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. U LI ES OR 240 13 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: 1 w � 46 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE 46CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (951) 694-6411 APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE WITH 11 47 CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL UNDERGROUND SERVICE ALERT: 1(800) 227-2600 1� HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK FLOW PREVENTION DEVICES PER INDEX MAP THE U.P.C. Ln PLAN3 LAN4 n "=60' Ln 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN BASIS OF B CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, BEING SOUTHEASTERLY LINE OF LOT 9 AS SHOWN ON AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, TRACT NO.29305-1 MB, 360/65-78 AS N 52'13'46»W "-j SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE BUILDING FOOTPRINTS INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND OWNER /DEVELOPER: DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING SCALE 1 = 30 OPERATIONS. D.R. HORTON/CONTINENTAL PRIESTLY DR. X200 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. CARLSB 5927 PRIEIE CA. 92008 EARTHWORKQUANTITY ESTIMATE 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1.5) 760-931-1980 SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, LEGEND SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL CUT FILL HEIGHT. S01 LS ENGINEER01 EXCAVATION 1000 C.Y. 20 MIN. ABOVE PAD F1 EV "? 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF EMBANKMENT 1000 C.Y. p FS FINISH SURFACE BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH PACIFIC SOILS ENGINEERING INC. P/L ��, � TC TOP OF CURB 7715 CONVOY COURT SUBSIDENCE RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT s9 J9 FL FLOW LINE ELEVATION GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE SAN DIEGO CA 92111 SHRINKAGE ��-1• P REDHAWK PKWY INV INVERT GIVEN. 858--560-1713 IMPORT/EXPORT �s ��P� 858-560-0380 FAX o TG TOP OF GRATE 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED TOTALS 1000 C.Y. 1000 C.Y. FOR REAR YARD SLOPES GREATERP WOLF VALLEY ROAD IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE NO. 04-04 THAN 5 IN VERTICAL HEIGHT o SITE 1234.0 SURFACE DRAIN THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES pE FL FLOW LINE ELEVATION PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. SEC110N A--A cyq�cq NO SCALE �r� A� GB GRADE BREAK 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO -� OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. HIGH POINT -� l WATER SERVICE LOT NUMBER 1 �� N Q- PAD ELEVATION-0.3 RAINBOW CANYON •r ROAD SEWER SERVICE 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. AREA DRAIN P r P - STREET LIGHT 1 58 4 N� 15' MIN 1258-MINPAD ELEVATION 5' MIN. '� 5' MIN. __ FL HIGH POINT = PAD x=II VICINITY MAP FIRE HYDRANT 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC DEEPENED FOOTING O Ngt MUDSILL RIGHT-OF-WAY. PER PLAN �, ELEVATION-0.2 IN. A N 0 SCALE RETAINING WALL PAD=1258.9 FINISH FLOOR ELEVATION /L MI I 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT .58 ABOVE PAD ELEVATION) � � " UPPER PAD TW TOP OF WALL AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS FF=1259.48 FINISHED MUDSILL INDICATES ENHANCED > fi IM N. SURFACE TF TOP OF FOOTING DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALLLOWER PAD BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 5' MIN. 3A-R ELEVATION $ 5� 5' -�- E S L PAD ELEVATION MIN. MIN. PAD ELEVATION MIN. ° 2:1 SLOPE 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY LENGTH OF DEEPENED 1'y��$ C c 2% MIN. » PAD=1200.1 PAD ELEVATION CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FOOTING (DF) i 21% MAX. fi MIN. FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE MODEL TYPE FF FINISH FLOOR CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES '� '� 276 MIN. PA FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. GF=1258.9 PROPERTY UNE - 196 MAX. MUDSILL 5 MIN. GF GARAGE FLOOR B B � 2:1 MAX. 3' MIN. ' MIN TRACT BOUNDARY ro FINISHED SURFACE RETAINING WALL, NO SCALE WHEN REQUIRED, OF 1257 s GARAGE FLOOR ELEVATION BY SEPARATE PERMIT r2 AREA DRAIN co '` coN. SLOPE VARIES N z ��h� RMT-OF-WAY R/w �- 2:1 MAX. SHEET INDEX: UNDERGROUND SERVICE ALERT � a SIDEWALK CURB SH. 1 TITLE SHEET AND INDEX MAP CALL TOLL FREE UNDER SIDEWALK DRAIN7 TYPICAL--SIDE YARD DRAINAGE 21% MAX. MIN. SH. 2 PRECISE GRADING PLAN 1-800-227-2600 TYPICAL NO SCALE _ NO SCALE NO SCALE 0 LD05-092GR TWO WORKING DAYS BEFORE YOU DIG LD 0 -0 2 0 G R CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK ■■ SCALE 't FESSIO lo o P" , Hall & ForemanDrawing No. , Inc.lnC. RECOMMENDED BY: DATE: 26 05 DT ADD RET WALL FOR SCE LOT 24 5 4�a �l Engineering•Surveying-Planning-Landscape Architecture CITY OF TDEPARTMENT OF PUBLIC WORKS 4� 43513 ftge Park D"" Tin eaM� Co. 92590 CONTRACTOR RIVERSIDE COUNTY 600-62-69 1970 HORIZONTAL .. '_ BRASS DISC SET 1' EAST OF CONCRETE POST MARKER y NO. 16526 = Phn. 951 676-6726 Fax. 951 6"-0896 ACCEPTED BY: DATE: Z STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN • s- s PR PARED B RONALD J. PARKS PRECISE GRADING PLAN INSPECTOR FROM POST OFFICE AT TEMECULA 29 N.E. OF THE * �_D� DEPUTY DIRECTOR OF PUBLIC WORKS TR- PAVED ROAD 5' N.W. OF TEL. POLE N0. 6295, C.W.T. 3' : 29798-9 PH. 4, LOTS 24-339 38-47 S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 VERTICAL ��F of `Fob FRED W. DOERGES DATE: -i98 • DATE COMPLETED ��� R.C.E. No. 16526 EXP. DATE 6-30-o R.C.E. No. 19744 EXPIRES 9_f30Z05 TITLE SHEET SH T. 1 OF 2 J.N. 34003 340032401 05/11/05 PAD=1061.4 19 PAD=1061.7 PAD=1062.7 PAD=1061.1 20 1 PAD=1062.0 PAD=1 15 1 I 21 -- -~ _ -- os2.s _ - - - - _ 17 - - 2 PAD=1060.9 -- - �- �"' -- � 2 ~ - PAD=1062.2 PAD-1060.4 PAD=1060.fi - - -- - - - _ -- -- . 3 -_---- -- - - - r r g 38.10 11.90 38.26 12.06 - ,$1 12.4 1 62. 2 8 3• 2 9 37,9 1 6 - 1 4.1 39.8 a I - - s 38.97' " 5 50.54 2 7 MIN H H 9' -- -- .� - - 1 r• 57.04 13. 36.55 13.5 ^, 2 1X MIN 6 1X MIN .3 30 13. . -� 39�� 32 " 1 +f 2 4 78 2 5 FL 02 37.05 3.17 1 X MIN 33 "- H "as � HP IX MIN 1X MIN �+ � FL "P 31 1 X av � 3.7 � I "' 1X N " � � � � N o H +� N I FL - 3. ►� FL o BH.a 4. o i - FL "IX MIN "n 1% A .5 FS FL 4 FS FS FS 5 FL -4 FL F 62.6 FS - N .4 • I FS FS , P s 11 F LAN '� _ � 4. 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M - - 7 Go" - 30.63' - -3 8- 6PAD=1063.9 PAD=1065.0 PAD=1063.4 PAD=10fi3.749.57 n • TR 29798 8 216 1Q PAD=1065.3 9 8' SIDEWALK PAD=1065.6 PAD=1066.Q Or may, INSTALL POLYETHYLENE FL OF PIPE 1/2 10 6" INSTALL REMOVABLE COVER -:i PLASJOIN�OR EQUINA ILENT A�� GUTTER PLUG FLOWUNE INV. t 4" PVC • • _ ELEV. PER PLAN i 1B INV. E3 EV. 4"x4"x4" PER PLAN Lrxe N " " REDUCER CURB ANRME 9 6 2 MIN. GUTTER 3" MIN. PVC (SCHEDULE 40) CONMU00N bi SECIM 0=21 ELEVAl1QN • 040 PVC SDR--35 DRAIN PIPE No SCALE No SCALE o Zo 4o so (2)SIDEWALK UNDER DRAIN CURB PER DETAIL HEREON (3)4" AREA DRAIN PRIVATE DRAIN IMOUGH CUR13 DETAIL SCALE: 1 20' �, LD05-092GR LD05-020GR ALERT DATE B1r DATE ACC'D BENCHMARK ■■ SCALE Q�o�E ss,o ■■r ,Hall & Foreman, Inc. RECOMMENDED Bir: DATE: Drawing No, 5 DT ADD RET WALL FOR SCE LOT 241 SEE SHEET NO. 1 410 •&xwyi V-Planning-Landscape Ardli cwm CITY OF T DEPARTMENT OF PUBLIC WORKS p CLL.: ML FW FORIZ'MAL �� �� 43513 ArM Nwk Don T ww•� Or. #26d0 NO. 16526 'M. SS1 i76-67K FOL !61 M!-Odra ACCEPTED �: DATE: j 40 --eoo-227-2x00 AS SHOWN w 017. 6-30--W ►� PREPARE eY• RONALD J. PARKS PR2 ECISE GRADING P 5_ DEPUTY DIRECTOR of Pueuc WORKS VERTM .-�, : • TRACT No. 2PHASE 4 irrncA� , o w. TWO 92MM DAYS EM YOU W L R.C.E.No. 16526 EXP. DATE 0-30-05 R.C.E. No-19744 EXPIRES 9/30/05 • •' - - LOTS 24-33 & 38-47 SHT. 2 of 2 J.N. 34003 340032402 PHS4 05/11/05