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HomeMy WebLinkAboutLot 45-59 Precise Grading GRADING NOTES: 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PRECIS GRADING PLAN APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99--23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 19. DRAINAGE SWALES SHALL BE A PROJECT MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. Rp�,O SITE 3. MAXIMUM CUT AND FILL SLOPES = 2:1. CROWNE I I I I .., L NOTTINGI 1AM R 1A 0 No 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. a 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL �F� o AUSA CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTIONPHASE 5 TRACT " REPORT FOR ALL FILLS OVER 1' DEEP. NO . F 23143MA RAW 3 c RYA MGG►►B� O�i ; PLAC 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN 3 �, CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING " 6 0 ° CE PLAN PRIOR To ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, 59 ROAD W s ELEVATION AND LOCATION OF CUT FILL SLOPES. LOTS 45 7. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG TOP OF CUT SLOPES. u+ 1 w � ffHq w p a. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. ,y P�© P1CD 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS p Ro INVESTIGATION BY PETRA GEOTECHNICAL, INC. (PROJECT NO 241-01) DATED 07-01-02 AND ALL r�) R© 0 ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY �-- ,_. 79 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND �- ""- ' �r`� ''" r;' y PHASE BOUNDARY � HWy CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF r) I THE PRELIMINARY SOILS REPORT. \ 01 4k �,�- TO SAN DIEL© VICINITY MAP 14. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL (909)694--6411 AT LEAST 24 NOT TO SCALE HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 11 CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO Oft GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN, . ON THE APPROVED LANDSCAPE PLAN To PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. � C se P.L. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, >N c��„ . DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. ?'�.-. 5� �� ^� 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TIO at PLACED, IT MUST BE CLEARED, KEYED. �� AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 1% MIN. .r REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. G1 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE 1 NZ DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER STRUCTURES, TEMPORARYD E AND DAMAGE TO ADJACENT PROPERTIES. C 5M?N. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. r MIN. 5 B 2% g 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO MIN. , ESPECIALLY / .� MIN. DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST A BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. z 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH 1.S) SHALL BE l a' F AN SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENTO C UT D FILL SLOPES do OVER 30' IN VERTICAL HEIGHT. 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING � 416 PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS Cr t� �� 104b REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. �- 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL C� BE PLANTED AT 10' ON CENTERS. TREES, 20' ON CENTER, COMBINATIONS, 15' ON CENTERS. SLOPES , r __ • r .4 OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION ► �,r"V TYPICAL LOT DEVICES PER U.P.C., CHAPTER O.R DRAINAGE DETAIL, 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EX I'EWALLS AT NOT LESS THAN 1/4! PER FOOT FOR I N.T.S. A MINIMUM OF 3 FEET. 21. NO OBSTRUCTK�1 OF FLOOD PLAINS OR NATURAL. WATER COURSES SHALL BE PERMITTED. UNLESS OTHERWISE NOTED ON PLAN * A Imo, SEE PLAN FOR DRIVEWAY GRADE 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF I ' ANY CONSTRUCTION/GRADING. 23. APPROVAL. OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RE'l.IE1rE 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. 5• P.h 24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. 1110- MIN. 5' W 25. W.D.I.D. N0. 9335317203 • MIN. ? '!' FOOTING EMBEDMENT 26. SEE APPROVED "WALL AND FENCING PLAW FOR YARD AND PEMME 1 WALLS AND FENCES 45' • �f' FL 2 DEPTHS SHALL CONFORM MIN. TO 97 UBC SEC. 18061 27. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES �-�- - - REQUIREMENTS, I.E. 12" FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL m MIN FOR 1 STORY AND �- ENDANGERED SPECIES ACTS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE FL30 SO 100 18" MIN. FOR 2 STORIES. '� APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. BACKWATER iiij ,� MIN. 10 a VALVE CHART GRAPHIC SCALE: 1"=50' a•r _ °' EARTHWORK QUANTMES: r . --- LOT LOT _ INDEX MAP ' a a i. .-..rte MIN. �"`'�,. o CUT 750 CUBIC YARDS (50 C.Y./LOT) t - I 2% MINPAD ELEV. 00 FILL = 750 CUBIC YARDS (50 C-Y./LOT) 45 N 54 N L 20% MAX. � ZX MIN. 46 N 55 N **2' BENCH REQUIRED IF SLOPE HEIGHT IS S' OR GREATER 20% MAX. o LEGEND 47 N 56 N S TION "A--A" CL - CENTER LINE --� �- -� �. -- PHASE BOUNDARY c::-�---------- -- WATER SERVICE �'" Y DF -- DEEPENED FOOTING -~--- _ SWALE FLOW LINE AIR VAC/AIR N 57 N r P.L. a DW -� DRIVEWAY - �"` _ RELEASE ASSEMBLY 49 N 58 N PLAN 1 PLAN 2 PLAN 3 z 5 5 z F.L. 15 -20 TIP. FG - FINISHED GRADE _. _� ..� SLOPE (2.1 MAX.)MAX ) ._-. +�+.-,_-__._. .- WATER MAIN 29621 SF 39078 SF 30322 SF J MIN, s MIN. J W v+ - FLOW LINE _. - TRUST BLOCK 50 N 59 N 10 MIN. J FL LOT LINE -rn P.L.. FS -� FINISHED SURFACE - DEEPENED FOOTING - FIRE HYDRANT ASSEMBLY 51 N - GRADE BREAK -�-- ;;,a - --- - GATE VALVE GB - HOUSE PLAN LEGEND -� 3' FL • -� GF - GARAGE FLOOR gp LOT NUMBER _ _ r _ _, SEWER MANHOLE m �''�+ 0D MIN. -� HP HIGH POINT PLAN 4C _ HOUSE PLAN TYPE -- �.�--. -� SEWER MAIN 52 N MIN. FL �� ao = MIN. - MINIMUM FF=1109.6 -- FINISH FLOOR ELEVATION ,.. - .- - .. - r.._ 3 -" n- TC - TOP OF CURB PAD=1109.0 _ -�-- .w BACKWATER VALVE 53 N ,� i PAD ELEV. y MIN. '� z PAD ELEVATION ♦ STREET LIGHT FOOTING T'O BE ' EXTRA DEPTH OF �' .1 PAD ELEV. • -�=��-`� ca BENCH MARK COUNTY OF RIVERSIDE B.M. T-29---81 BASIS OF BEARING PLANS (TIP) `""• 2ZNMIN. '`"♦- CL Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION DIMENSIONED ON * M * PAD ELEV. �- n. Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS pWNER/DEVELOPER: 4x MIN. 2x IMV. �.' * PAD FLEW Of soutf+ern Ca1HornlrN CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN 6" MIIN. o lox MAX. lox MAX. PAD .. .. s Call: TOLL FREE MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS GR N H ME „ 5EC110U_.__. -- 7 CHAIN LINK FENCE, 21'x 16 AROUND So. CALIF. GAS VALVES, 40 N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56 25'W 40980 COUNTY CENTER DRIVE SECTION„ B--B_- N• 1 800 OF P.P. (NO.#) 94 N. Of THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SUITE 110 N-T•S- 20x MAX. NaTTINGHAM PHASE 5 0 422 -4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. MCALIFORNIA92591 N.T.S. - z "M WOMM DAYS KFME mu ac ADJ. DATE 9/13/82 ELEV. 1128.410 TTF E EC 0 CAL - 4 L�o� 253�R 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PUN SCALE _ AS NOTED CITY OF TEMECULA X W � Ess, ' �z►lt�' DEPARTMENT OF PUBLIC WORKSDrawing No. �t RECOMMENDED BY: DATE: COA '0 °r ��u`�' �, San Diego Division PROFILE SCALE V06 o CM (" 4e-1210 a a�� tK *6 �� 03 � Ir+�pecrtar SEE ABOVE a f9-30-2=9-30-2= AM 0 ACCEPTEo BY: DATE. 3 PRECISE GRADING PIANS o Data ` Plana Prepared Under Supervision Of RONALD J. PARKS. Com .. - DRAWN BY. RD DEPUTY DIRECTOR of Pueuc "i°1�c5 P HAS E 5 TRACT N O. 2 3143-F - `�, Date -el _ .. '► S CAL\F DESIGN BY: SRD LOTS 45--59 R.C.E. Noy Expires . -9-30-2006- CHECKED BY: PWK R.C.E Mss. 19744 Exp !/30/�Os _ _ Sheet 1 of i I r I 1 ,�• l I I I i vwq.V) 1000 20 12 12 f4 m"'3) 7. 80.44, or I 'J ev 2.1 F; 2 r 2., 7 Jqr 10. 10 2.1 2-1 2 k 21 51:.1 for \\ - I 1 20 r 57-49, jo op 87.85 V%, 2 4 .84' 50.10-- 0 10. fZ 58,59, ge.49 N) ' %. ,A 107.15' Ar a NIOP w dy,7 Ct .2 A& HP- Ix/ Q.410 AA / 131Ilk .4 1 FL Awr 4, FL 40 FIL $7 30 r PLAN 2 POP di 311.40 1\ IFF-1310-90 1? PI 1310.9 1 PAD=1310.4 b OILS 1 V 4wml it 0.90 .10.40 —FL FG 1.7X C; J..a 61 62.00' 14 Or A co 4$ Soo ---------- FG ' x,, 98r ....... olp "ftft .44' 2-.1 17� Akcil.?.1 1 3 21,0, 1—OX 7j; or I.S 100 A Asj®r is 20 ......, two SIR 12 9(3,6) 9ft jw 1100 ... .... 10 'Vo wt, 0 0 2) Ic 3w 3(r —FL cr_ w ANN F 1.1+10!25 1: \J .3 CL 16' DW I 11 11+03-61 S N\ %/0 •gyp LIM 09. JCL 16' DW 2j,34 �\ FS 1.01L 1 100, Z 11. cc �f11 a) A - 1000, C) t PC 11.9 CD .44 IV A AA. �%,,I S - CU LO olop qII low CY) Cki T_ 7") Lr) ?Q00 a- //%5&Ii / z e, LEGEND PHASE BOUNDARY CL CL — CENTER LINE — WATER SERVICE DF — DEEPENED FOOTING SWALE FLOW LINE — AIR VAC/AIR e op.( 0 E: RELEASE ASSEMBLY DW — DRIVEWAY __T_ - SLOPE (2:1 MAX.) FIG — FINISHED GRADE — WATER MAIN 30 15 0 30 so -C FL — FLOW LINE — TRUST BLOCK LOT LINE C — FIRE HYDRANT ASSEMBLY FS — FINISHED SURFACE DEEPENED FOOTING GRAPHIC SCALE: 1"=30' GB — GRADE BREAK — GATE VALVE +> LOT NUMBER 0 GF — GARAGE FLOOR 90 SEWER MANHOLE HP — HIGH POINT PLAN 4C — HOUSE PLAN TYPE SEWER MAIN z MINI, — MINIMUM NOTTINGHAM PHASE 5 Ln FF=1109.67 — FINISH FLOOR ELEVATION BACKWATER VALVE TIC — TOP OF CURB PAD=1109.0 — PAD ELEVATION STREET LIGHT LD03— 253GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Compenies � PLAN SCALE X AS NOTED 00 CITY OF TEMECULA 0) ESS ioa, '46_,I-4 0, DEPARTMENT OF PUBLIC WORKS Drawing No. 3: Contructor RECOMMENDED BY: 104-;L e_ 1 wcZ&d DATE: 1z:1 San Diego Division PROFILE SCALE /7 CD � � Inspector SEE SHEET 1 No-631147 XX 17 OmW MW, %ft IM ftftc4 CA 9MM (7W) 4319-1210 C� rn ACCEPTED BY: DATE: 3 T__1 Dots Emp. 9ION m Ions Prepared Under Supervision Of RONALD J. PARKS PRECISE GRADING PLANS (n Cornple 1 0 1 DEPUTY DIRECTOR OF PUKX WORKS CDV 1 Date 14r-~ DRAWN BY: SRD PHASE 5 TRACT NO. 23143—F I DESIGN BY: SRD LOTS 45-59 V__4 R.C.E. No... 6394Z Expires -9-30-2006 19744 CHECKED BY: R.C.E No. /30/05 Sheet 2 of 2 PWK 10