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HomeMy WebLinkAboutLot 84-96 Precise Grading GRADING NOTES: 1. ALL GRACING SHALL CONFORM TO THE LATEST OF THE 1998 CALIFORNIA BUILDING CODE, Rojo APPENDIX CHAPTER 33, AS AMENDED 8'Y ORDINANCE 99-23. PRECIS E GRADING PLAN c AI.rF 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. SWAL.ES SHALL BE A (MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 0 CROWNE I 11LL .....�..�. ASTORIA F Lt�H °� .s�`F PROJECT 3. (MAXIMUM CUT AND FILL SLOPES = 2:1. � © AUS SITE 4. PROVIDE 5' WOEBY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. � M It AMI � T_ RYA 5. ALL GRADING SHALL BE DOLE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL or, a d�yp A ?LAC CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION ,,,",,, , �' 6 0 �, 0 REPORT FOR ALL FILLS OVER 1' DEEP. �N��P LOAD W o S. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY ENGNEERING DEPARTMENT 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, PHASE 4 TRACT No 23143 � � EfNq w 70 ELEVATION AND LOCATION OF CUT FILL SLOPES. ,co ,y P P�fl R� LOTS 84 96 7. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. A e. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. HWIf. 79 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS I ADDENDA THERETO OGSETS OF(THE FINC.NAL(COM ACTION REPORT ECT NO 241 SHALL BE SUBMITTED TO HE CITY 07-01-02 AND ALL TO SAN DIEGO VICINITY MAP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND NOT TO SCALE CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. damp r.. .". .». """" BOUNDARY 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTWNT, TEL (909)@94--1411 AT 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 LOT. 11. CUT SLOPES EQUAL TO OR GREATER THAN 50 IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN ''r • + KZ ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN S� .•+ ` �� 71� '' ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. N �}Q� a .. `` . . . � • +, • � 1X MIN. � 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, + + 60 w DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. all 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, / 9A � ii 0) 87 AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 29 . REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ~'' C 5 MIN. � ,� 5MIN. i � B B 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE �,, �` MIN 2% STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER ,„ MIN. AND DAMAGE TO ADJACENT PROPERTIES. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED (METHODS. 1b 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY • PHASE BOUNDARY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST ,.• BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. �,. doo ,4 # a 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE • SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES • ♦ P-4OVER 30' IN VERTICAL HEIGHT. • • C, 18. A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING / PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN f` "' \ ��` SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS -' r `~� Jr `�' -r') REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 96 -�- 19. EROSION CONTROL: ALL GRADED SLOPES SHALL. BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS �` , " � .�,�c, T"M I CAL LOT OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND DRAINAGE DETAIL COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION HEREOF. SHRUBS SHALL H.T.S. 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 UNLESS OTHERWISE NOTED ON PUN DEVICES PER U.P.C., CHAPTER 10.R s SEE PLAN FOR DRIVEWAY GRADE 20� FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 11,C PER FOOT FOR 0 A MINIMUM OF 3 FEET. a 1201 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. "_ ' I \ GRAPHIC SCALE: 1 60 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF S INDEX MAP ANY CONSTRUCTION/GRADING. \ 234 APPROVAL OF THESE PIANS B'Y THE CITY OR ITS AGENTS DOES NO'S" RELIEVE THE APPLICANT AND HIS \ I ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED ` 60.0, DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 49-CI' 51•Qp 24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. '� ------ S' P.L. � � 25. W MIN, 5'W.D.I.D. NO. 9335317203 * FOOTING EMBEDMENT .y 26. SEE APPROVED "WALL AND FENCING PLAW FOR YARD AND PERIMETER WALLS AND FENCES L_ _.- MIN. -J 3' FL 2'* DEPTHS SHALL CONFORM 27• THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES ;,� • • MIN. TO 97 UBC SEC. 18061 FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF HE CALIFORNIA OR NATIONAL Q �? yr _ REQUIREMENTS, I.E. 12" ENDANGERED SPECIES ACTS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING HE BACKWATER mMIN FOR 1 STORY AND APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. VALVE CHART ul m 3 FL3 18" MIN. FOR 2 STORIES. LOT LOT L A EARTHWORK QUANTMES: :. - . --s- :� MIN. 10 CL CUT = 650 CUBIC YARDS (50 C.Y./LOT) 84 N 91 NCL FILL = 650 CUBIC YARDS (50 C.Y./LOT) 85 N 92 Y � � ; r- , �� I MIN. * 2X MIN. PAD ELEV. o LEGEND 86 N 93 Y PLAN 1 PLAN 2 PLAN 3 20X MM. CL - CENTER LINE PHASE BOUNDARY WATER SERVICE 87 N 94 Y 2,891 SF 30668 SF 3,962 SF 2• BENCH REQUIRED W SLOPE HEIGHT IS 5' OR GREATER "� MIN. -- DEEPENED F TIN _------ -�- A I N - AIR VAC AIR c� DF DEE E ED 00 G SW LE FLOW L E zx VAC/AIR 20X MAX. DW - DRIVEWAY "" �" '"' n' 1 RELEASE ASSEMBLY 88 N 95 N o �^ I � �- SLOPE (2:1 MAX.) ___ y_ _. _ WATER MAIN HOUSE PLAN LEGEND E�_� ����"' � ' " FG FINISHED GRADE _ 89 N 96 Y 0U L N.T.S• FL - FLOW LINE -�- LOT LINE TRUST BLOCK W 5 P•L. 5 FS -- FINISHED SURFACE ? - - FIRE HYDRANT ASSEMBLY Z S MIN, a 15'--20' TYP. Lai DEEPENED F00�`ING 90 N J MIN. G8 -- GRADE BREAK ---� ; - ---- - GATE VALVE Ga J -- GARAGE FLOOR 90 LOT NUMBERf...., _ P•L. J GF E L � AN 10 MIN. SEWER MANHOLE .� • HP HIGH POINT PLAN 4C -� HOUSE PLAN TYPE --. 5---.--- - SEWER MAIN FL MIN. - MINIMUM FF=1109.67 -�- FINISH FLOOR ELEVATION -W---w---- - BACKWATER VALVE m 3 fir►:o m 2 MIN. �^ MIN. TC FL 3' m = -- TOP OF CURB PAD= �. PAD ELEVATION •--� - STREET LIGHT 3, � � -- RETAINING WALL � �• -� PAD ELEV. '' -»��' . MIN. (BY SEPARATE PERMIT') �'' y lot FOOTING TD BE _ BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING SIC EXTRA DEPTH OF PAD ELEV. . -.:�• :.' -'�" ��, a ID Underground PLANS (TYP) _ -• �.. A�llly 2%4 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION DIMENSIONED ON r- _ PAD ELEV. �• " Service Alert OF FRONT ST. �' * PAD ELEV. o°`c AND RANCHO CALIFORNIA ROAD 1.8 MILES N.E ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD As OWNER/DEVELOPER: 4X MIN 2X �• �- of Soutnem confooi CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN �' MIN. a. CaM: 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 G ON HOMES 20X MAX• � 20X MAX. PAD �. � N a 7 CHAIN LINK FENCE, 21'x 16 AROUND SO. CALIF. GAS VALVES, 40 N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56 23"W 40980 COUNTY CENTER DRIVE5ECT10tj � SECTION- C C 2% MIN. L 1 --800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. "" N.T.S. 20X MAX. ASTORIA PHASE 4 ° SU ITE 110 422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. TEMECU CAL.IFORNLA 92591 N'T's' _ a T+�Io rMa►Ie W OM BEFORE YM ori ADJ. DATE 9/13/82 ELEV. 1128.410 _ 64 LD03 273GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies I PLAN SCALE 3 AS NOTED CITY OF TEMECULA X GATE. �., � ��Essr�,� RECOMMENDED H"1': DEPARTMENT OF PUBLIC WORKSDrawingNo. � ����' �, San Diego Division PROFILE SCALE ab y � SEE ABOVE 183NI Sd ftnft � S& 1W OwNW CA M n� � X1210 �. }�� ACCO BY: � DATE PRECISE GRA ING PLANS Coa p,�, * * Plans Prepared Under Supervision RONALD J. PARKS Composted , c / V % �� t �i ,tom' DRAWN BY: sRD PHASE 4 TRACT NO. 23143--F CU DEPUTY DIRECTOR OF PUKE WORKS Da e01 c' M`F DESIGN BY: SRD LOTS 84--9$ `° R.C.E. No. 63947 Expires -30-2006 R.C.E lir. til E, s �D/M Sheet of 3 CHECKED BY: PWK i 1 I 1 I ! 1I Il I l l I 6u 400P ddop MOOD domp b mow 18+00r,- 7.. 000 0i 9so N9 OD Ih tow d - + ST . 000 GO .......... + --1274— ci 9 v, 9y.0?:y 1O J% C 7 7. 83.00 rz a Go-FL &Af At a GF=-9 1,-70 240 GF=91.20 90.3 27-Ou 08-FL IL.fGG FF .00, 'A z U /111 , >�c 'e VVol '000, jj0- 9 -12e2.20 3 VL* 2RIFF129 1.7-i20-70 -20 0; 1 \ �' -___ rte, GF r�rwi2li q& PAD=1"162 r - PADw A 2907 FL 1.0 0 14.F FL .7X 40. 1V'l A% -tip- 151 A X 2 95 13 0 p 2.1 7* 741 72.9Y AL� 310 Mow 7.4 .00 WAh N4 all. drw A$) 4 lot,' 4) x lb 4. ojf 4;�L A)\1k AFG SL w "o 00, 11 cb 000 Gbo N r '0 .4 'Ar 44 01 A. R ALMil, �`�► of � `7<.5,`\ a �' N. ........... -11 5T9 4D r.r''" 1` � \ .40P OF '00, 130.00, 4T EON '00 97.7 Fr. 00, \ \ 2.1 % dip 1000 N 0% CONSTRUCTION NOTESe \ ��g , / / ,,, ' INSTALL 4! TO 3" TRANSITION SIDEWALK \ \ C) r � �a \ \ '�� / ,,'' UNDERDRAIN PIPE PER CITY OF TEMECULA+ ,. ` / x_.. STANDARD DWG. 303. 0 'If SQUARE GRATE (NDS OR EQUAL) G) INSTALL PVC DRAIN PIPE 10-L \0 ;P I '? (5b M CD 110, \ R / �� / wM CD \ ♦ , C> cu LEGEND WATER SERVICE CL — CENTER LINE PHASE BOUNDARY - AIR VAC/AIR 733 DF - DEEPENED FOOTING SWALE FLOW LINE RELEASE ASSEMBLY - 2:1 - FINISHED GRADE SLOPE (2:1 MAX.) - WATER MAIN 3t ;00600- DW — DRIVEWAY \ �' FG — FLOW LINE LOT LINE TRUST BLOCK FL cu R-4 — FIRE HYDRANT ASSEMBLY 22-103 - '?, FS - FINISHED SURFACE -e�e 1 1 DEEPENED FOOTING P, .1 1,- I—- — GATE VALVE — GRADE BREAK LOT NUMBER 90 ............ GF - GARAGE FLOOR — SEWER MANHOLE 41,14' TC GB HP — HIGH POINT PLAN 4C — HOUSE PLAN TYPE \ - ....... MIN. - MINIMUM FFA 1109.67 - FINISH FLOOR ELEVATION Q) — SEWER MAIN a- tA 1 - BACKWATER VALVE 30 15 9 30 so TC TOP OF CURB PAD=1109.0 - <I I - PAD ELEVATION STREET LIGHT \ i� LO GRAPHIC SCALE: 1 =30' a- INV. - INVERT ELEVATION TOP - TOP OF PIPE - RETAINING WALL p / ;u ;� _ .. (BY SEPARATE PERMIT) TF - TOP OF FOOTING ....... TW - TOP OF WALL ASTORIA PHASE o r TG TOP OF GRATE 4 V1 LD03-273 OR 4: tA CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies , PLAN SCALE CITY Q F T E M E C U LA AS NOTED Drawing No. x tcf ESS/civ DEPARTMENT OF PUBLIC WORKS Li qq NILL I PROFILE SCALE RECOMMENDED Err; DATE: �e445�0rn Contractor San Diego Division 31: SEE SHEET 1 n lallp 3 ma.63"7 WX V Cwft ftA && IM C~ CA VM (M) 4M-1210 loospec or ACCEPTED BY: DATE: PRECISE GRADING PLANS C> EMP. 0-210-2m p NALDSPic repared Under Supervision OfM%15 !:kp /.,ewIA DRAWN Ery: SRDPUTY DIRECTOR OF PUBLIC WORKS PHASE 4 TRACT NO. 23143—F Completed qL' Date jr - .1 cr LOTS 88-96 "D R.C.E. No. 63947 Expires 9-30-2006 DESIGN BY: SRD R.C-1E No. 19744 Exone 9/30/05 Sheet 2 of 3 10� CHECKED BY: PWK li 1 b .. � A F � 71, 40' Oxy -�-- a �.. cy l0. o� GF-92.1 ID D p bFL GF�g2 5Q �� GFS 82.10 08-FL '1• ?� 1.1 1 op- ` w 2Z' a air sy 'LAN JR PLAN 1 '2 '` �6'Firmi"l., PW-01293.00 A, PAD-1292.1 PAD-i292.3 co �� FL rFL . tiNw FQ i 4vo, f I, co 0 I OV o a , 1 Lrx 21 +err. .� CL ... r .r rrr•• f A CL CD cu CD LEGEND o cu CL - CENTER LINE PHASE BOUNDARY :}- - WATER SERVICE I Ir DF DEEPENED FOOTING --- - SWALE FLOW LINE -- AIR VAC/AIR 1-4 DW - DRIVEWAY - - RELEASE ASSEMBLY SLOPE 2:1 -_.._..� �. 3D t3 3o ew FG -- FINISHED GRADE - - - - - ( MAX.)) �� .._._.. WATER MAIN - NLZM - - - --- - - , - -- - - a ' AFL -- FLOW LINE -- LOT LINE � ! - TRUST BLOCK � GRAPHIC SCALE: 1"=30' 3 FS - FINISHED SURFACE - - FIRE HYDRANT ASSEMBLY -- DEEPENED FOOTING <, GB - GRADE BREAK -- LOT NUMBER - -- -- -- GATE VALVE GF -- GARAGE FLOOR 90 -- ' - - -- SEWER MANHOLE HP -- HIGH POINT PLAN 4C — HOUSE PLAN TYPE m- , - ...- -- SEWER MAIN MIN. — MINIMUM FF=1109.67 — FINISH FLOOR ELEVATION (Z}..- — BACKWATER VALVE TC -- TOP OF CURB PAD=1109.0 -- PAD ELEVATION — STREET LIGHT INV. — INVERT ELEVATION Q TOP — TOP OF PIPE — RETAINING WALL TF -- TOP OF FOOTING (BY SEPARATE PERMIT) CL TW — TOP OF WALL CL TG -- TOP OF GRADE ASTORIA PHASE 4 LD03-273 GR Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies , PLAN SCALE s AS NOTED CITY OF TEMECULA X ( RECOMMENDED 8'Y: DATE: �'�-F� DEPARTMENT OF PUBLIC WORKS Drawing No. ,�, Contr�octor � ����� ��, San Diego Division PROFILE SCALE ;rn SEE SHEET 1 a - — A 1,OW or w No.e3"� �, 5W d Ow*w �, *6 IM cr rbW 04 (moo) 4M-1210 : l� 8 �3 0 a � 9-,-m AccEPTED BY: DATE. PRECISE GRADING PLANS o Date * Plans Prepared Under Supervision 0 RONALD J. PARKS Complrted '�� `� Date �� DRAWN BY: SRD DEPUTY DIRECTOR of PU®I.IC WORKS PHASE 4 TRACT NO. 23143—F o c or `F DESIGN BY: SRD LOTS 84-87 :�' R.C.E. No. 63947 Expires 9-30-2006 R.C.E No. 19744 Expkw ����� Sheet 3 of 3 � CHECKED BY: PWK cY