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HomeMy WebLinkAboutLot 24-56 - Precise Grading LEGEND HIGH POINT \- PADELEV,-0,30. PROJECT SITE ATr ct TOP OF CURB 0000,00 F* Now 24182 3 T.C. FLOW LINE F.L. A 1111 z RAS Rip R HIGH POINT H.P. 15'TYP,::_1 F15'TYP, PRECISE GRADING PLAN 5, (EXCEPT , S, B I(EXCEPT 5, C FINISHED GRADE F.G. B C MIN NOTED) MIN M I N NOTE1q MINPHASE 1 LOTS ^ FINISHED SURFACE F.S. PAD � VIA RANI PAD z z_ Z IN CITY OE TEMECULA , 56 _ PAUBA TOP ❑F SLOPE z FP FF a GARAGE FLOOR GF 0000.0 � STATE OF CALIFORNIA a PAD ELEVATION PE 0000.0 _ ROAD , a W Q � o �, � ? o d FINISHED FLOOR FF 0000.0 x 44X R/N z ' MO WATER SERVICE W ��FN9 SEWER SERVICE S TYPICAL SIDE YARD DRAINAGE ?Iapica RD, AIR RELEASE VALVE °=1 '�r0(9 h� DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE RD FIRE HYDRANT CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. . WY. 79 DRIVEWAY L=h TO SAN DIEGO STREET LIGHT 12' MIN, ABOVE PAD ELEV, 5' MIN. P/L 5' MIN, • MIN. 6 MIN. 6 SLOPE 3' MIN. 1' 1' 3' MIN.1/ VICINITY MAP 3" PVC ROUND OFF TOP I �� - �� MUDSILL MIN, MIN, MUDSILL � NOT TO SCALE P/LPROJECT SITE EXTRA DEPTH FOOTING 5' RETAINING WALL MIN. GRADING NOTES 12' MIN. 12' MIN. INDICATES AMOUNT OF XX LF EXTRA DEPTH FOOTING .4 DF 2% MIN. 211 MAX, 6' TYP. 2% MIN, 1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING 21% MAX, MIN. 21% MAX. CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, SECTION A i A 2, MINIMUM BUILDING PAD AND DRAINAGE SW-ALE SLOPE SHALL BE = 1%. ACCESS RAMP FM FOR REAR YARD SLOPES GREATER SECTION B — THAN 5' IN VERTICAL HEIGHT CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES, LOT NUMBER 5' MIN, P/L 3, MAXIMUM CUT OR FILL SLOPES = 2.1, INDICATES MODEL 3' MIN. 1' 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 4 MUDSILL MIN. 6• MIN, r _ FILL SLOPES OVER 5' HIGH. r UNIT TYPE B 5, ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT d S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY INDICATES ELEVATI❑N „ ,_,, PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS • OVER 1' DEEP, WATER BLOW-OFF01 12” MIN, I THIS LOT REQUIRES A BACKWATER VALVE 2.1 MAX. 6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA PER SECT, 409 OF U.P.C. PER APPROVED 2% MIN, 6" MIN. � ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF C❑MPLETI❑N OF ROUGH_ GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO WATER AND SEWER PLANS, ( SEE INDEX MAP ) 21% MAX. ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE, SECTION C — C GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES, INDICATES NONSTANDARD GARAGE 7. PR❑VIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES, FLOOR ELEVATION - SEE PLANS 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT, 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY S❑ILS INVESTIGATION AND LETTER OF UPDATE BY- CONVERSE CONSULTING PROJECT NO, 96-81-420-01 DATED APRIL 26, 1996. INDEX MAP TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REPORT, 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 38' 40� 40. ;'.'�'�",r�,.' DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE r' ,,i,r,`''�' LOTS INCLUDED REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- %' TION 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 OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSI❑N AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17,06 PRIOR TO THE APPROVAL OF FINAL INSPECTION, 12. DUST SHALL BE CONTROLLED BY WATERING ❑R OTHER APPROVED METHODS. CONSTRUCTION N0TES & QUANTITY ESTIMATE 13, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. NO. ITEM QUANTITY UNIT 14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATI❑N OF BUILDING E 1 495 C.Y. THE ELEVA- TION LOT GRADING (33 LOTS x 15 C,Y,/L❑T) PAD ELEVATIONS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED, � TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, O 0 15EROSION CONTROL= ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE rn C4 TYPICAL OVERALL FOOTPRINT DIMENSIONS PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER, 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- SCALEi NTS TED WITH APPROVED TREES, SHRUBS, OR COMBINATI❑N THEREOF, SHRUBS SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, C❑MBINA- TIONS, 15' ON CENTERS, SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER Underground Service Alert BENCH MARK U.B.C. CHAPTER 10,R. PLANNING ■ DESIGN ■ CONSTRUCTION 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR � COUNTY OF RIVERSIDE BA NO, T-29-81 TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING, w 2 112' BRASS DISC IN CINC, CYLINDER LIGATED FROM THE INTERSECTION OF FRONT ST. OWNER/DEVELOPER YM FKMD,&M 4W AND RANCHO CALIFORNIA ROAD, 1,8 MILES NL ON RANCHO CALIFORNIA ROAD 17, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE a CALL TOLL FREE QAC TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA RIAD,IN THE NW. MONTEREY WOODSIDE, INC. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR— N 1-800-422-4133 C O N s U LTI N[3ar�ea� ■ FAxe�er�o • wwM►1�F.00rr, A CALIFORNIA CORPORATION RECTION ❑F ERRORS ❑R OMISSIONS DISCOVERED DURING CONSTRUCTION, UPON w CORNER IF THE INTERSECTION 1' E, IF A T CHAINLINK FENCE, 21' x lb' 23121 ANTONIO PARKWAY REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED a AROUND SO, CALIF, GAS VALVES, 40' N. OF PR (NO.#) 94' N, OF THE CENTERLINE SUITE 120 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL, LDOO- 199GR z OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET 1' W. IF MONUMENT, RANCHO SANTA MARGARITA, TWO W ORK I NG DAYS BEFORE YOU DIG ADJ, DATE: 9-13-82 ELEV, 1128,410 CA. 9 2688 L D 0 0—0 9 5 G R z< ca CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK pi SS10* DESIGNED BY DRAWN BY CHECKED BY Drawing No. SCALE Qa � EWS EWS MT RECOMMENDED BY: DATE: ���a�dD CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS o 10/00 CW REVISE LOTS 24 & 55 // �b �� A. HORIZONTAL ,�`� ����� j`!`� �� Plans Pr par d Under The Supervision Of Contractor z r ACCEPTED BY: DATE: « TRACT N 0 . 2 418 2 3 o SEE ABOVE AS SHOWN 'lF No. 43M �� � DEPUTY DI R. OF PUBLIC WORKS, FOR CITY ENGINEER P• -31 ' Date: : �-' :x.:...:..:....A � PRECISE GRADING PLA NIns Inspector RONALD J. PARKS MICHAEL A. AN VERTICAL cPHASE 1 LOTS 24-56 o Date Completed N/A or CkR.C.E. No. 40 Expires 3-31-04 R.C.E. 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W, 71.097, 20 �.F I 3 i f ' 1 7 FG -•0 4' 0.20 F FG ' 't _ 1 19' I 1 7 GF 1097.7 7` 1 097. `��• FG 9 1096 FG _ i f 1097.8i N .i _ 1• o M56o i 55 1 7FG 53 i i TC ' N ►� 1. I 22.21 90.37' LO 1097 3821 � �a /4010\ 109 � - 4010 - o c 6, 1 FG i I i 26.9 v 109-. .OX 371± 64 FF 1098.0 FF 1098.2 i FF 1098.5 1 •7 1099.4 109 9.4 10' �j o 0 i ryry PE 1097.3 r- PE 1097.5 7 PE 1097.8 PE 1098.0 FG 8• i I TC ' FG FG 1 7 1 097 $ 40 FG 5 -�GB FG G 33 0 Z 1 7. 1 7 5 1 T_ `a S 16.39' 21 2% o N z ,� i .01r 1' FG In FG o 1� FG FG L °¢ 0 133 2X MIT o _ ' 0% I p ' The 1097. 1 z 1097.8 rt z i N n ' F 1100.1 o 1097. N N o + .;: r HP i o 16 D PE 1099.4 1 .- 1. HP 1 0% 1.0% O o S y 109 '1!9!97.3 _ CS - �i 44C C FG 1 99 HP -H HP 20.00' °° 60.00' i 0 I � o •S FG IN rn 80.00 1.OX S ( L ( r0 •60 .0% 95.49 ''t '`' S ' 9 6� u0 20 LF 0.2' 1.0% 36'f . 109 ,, 0 13.5% I 10 FG 1 99 I 1099.6o 52 ' 39 FG ( 3,� FG 10' ,n ' 16' �6 DWY 13.5 -- 3821 S 1099.2 0 6 DWY FG 3g 32.80 15' 60.09' 11 i FF FF 1100.3 M' o PE 1099 3 y4 8 ft 30 1 30 MIN i 1 �• i 20' 20' 1 `� PE 1099.6 o N N �' 6 0 � 1 n o 23 FG F •6+ 1 -1 1099 FG � 4; 80.00' 1.0� _- moo ' �G �-- F GB FG TC - 'n 1.0% 95.49' o N o t� SEE SHEET 3 r Q Underground Service Alert BENCH MARK PLANNINa ■ DESIEN ■ CONSTRUCTION 20 0 20 40 60 LIJ COUNTY OF RIVERSIDE BA NO. T-29-81 U `7-1 2 112' BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. w OWER/DEVELOPER X V=YNO NDAD,e�E 40o AND RANCHO CALIFORNIA ROAD, 13 MILES N,E, ON RANCHO CALIFORNIA ROAD GRAPHIC SCALE i CALL TOLL FREE &CSA 92W- r TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.V. MONTEREY WOODS I DE, INC. 1-800-422-4133 C 0 N s U LTI N 13 01 RMAM • FAx MGM.7M - WWWREF-cm A CALIFORNIA CORPORATION z CORNER OF THE INTERSECTION 1 E. OF A 1 CHAINLIW FENCE, 21 x 16 23121 ANTONIO PARKWAY 0 AROUND SO, CALIF, GAS VALVES, 40' N. [ P.P. (N[].#) 94' N. OF THE CENTERLINE SUITE 120 LDOO- 199GR OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1' W, OF MONUMENT. RANCHO SANTA MARGARITA, TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE: 9-13-82 ELEV, 1128.410 CA. 92688 LDOO-095GR � a CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY Drawing No.SCALE Q�0 ESSI � EWS EWS MT RECOMMENDED BY: DATE: �/ m CITY OF T DEPARTMENT OF PIJBL I C WORKS 10/00 CW REVISE LOTS 24 & 55 ��0 ���. A. Ty el o HORIZONTAL .�`� ��` �� '� PI a Pre are nder The Supervision Of o Contractor .y s ACCEPTED BY: DATE: it 8 � TRACT N 0 . 2 418 2-3 LO LO SEE ABOVE AS SHOWN d No. 43490 ' DEPUTY DIR. OF P ELIC WORKS, FOR CITY ENGINEER � Inspector �P• �31� Date: �� a a _ ,.-. PRECISE GRADING PLAN P �c �'^ � RONALD J. PARKS Q ••x"• Y'�r"p CHAE11 A. TY VL = 26-34 , 52-56 VERTICAL `r /V1� LOTS 20FDate CompIeted XF R.C.E. No. 430 Expires 3-31-04 R.C.E. No. 19744 Exp i res 9-30-01 fr, i9e,:: PHASESHEET 3 N/A OF C��- i 5� 's.39, 42.86 9 SEE SHEET 2 p n o F P o co ft 80.00' ja TM q1t In k 'Tr "�• O 5 F10 t a ....- p fi - 1.OX 95.49' r- 20' n 399 t FG FG o o Ibb `° 30 30' ' rn 4010 T- o rn o '� k rn rn � • F� I (D O 1 Oce , 1 FF 1101 .8 � o FG 1 FG rn I 51 16, °' ( , �� 1 r• FG PE 1101 .1 49 _ 40 13.2 I S ? 16' 35 I S � ( 21 0 • 1 3821 2 11+04. 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X 10+74.39 I 13.3 N 11 ��` 0' k°� rn m .3 FG MIN �- � rn ao 5 �16' DWY FM 40304 � � 1070. y $ 1 c� 39.48 •�► K to h FF 1100. a �� � �`r ' �r ( 6 DWY �S � .�� MIN o '`=; I I � FF 1100.8 1 • w rel�O , r- 1 10' PE 1 9.9 •s NLO - - - j • �' •��+ C�,�� •ns 4 , 0 O M rn ( I o 61 PE 1100.1 10, ; g Ui V--(D c� �� 0 0 x 0) LLPM LL- .51 Tc °'�; c`g I •• F .9 L AV/AR / 2 16 0 ,� � �'. .42, { ( 'moi+ 1.0% JL 10' F 10 11V �- ^ r�•6� 99.4p 4�• �; I 80.49 Pt 2 1 ' © 4 ' rn r� ^ � o r I 24. 10 �`..� I ( a ,° - 4 4 `` � o o c g I I �c •ss c •�o r 4.48-45 46 16 DWY 99.39 • RIM ( I 7 0 Rovato Street , I RIM o -_ " -~6-~--SEWER- 6 FH ---- k I o - _ . �` 0+00 rOh 16 1 11+00 r� ( 0 0 n 1N I 0 r- 0 v� o) Ico C6 �"� • -r `�S S - o _ � - `O .w.. " +co _.... .-.. ...._ ..... .-- + `° ..-. -... + `° co +co O � <-ti • .�G � .�° `� • �G � .�c �,• .�G gyp, G caj 24. 77' 14.2 50.00' 50.00' ` 50.00' 50.00' 50.00' 50.00' I --8"FH �s O�S r ry I.9x •9x - •9z �� G� N - `• `\ 000 ,�, "? 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T-29-81 PROFESSIONAL ENGINEERS, PLANNERS x %RVEYORs 20 0 20 40 60 2 1/2' BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. OWNER/DEVELOPER a 27555 YNEZ ROAD, STE. 400•TBIrECUJI CA. 92591 AND RANCHO CALIFORNIA ROAD, 1,8 MILES RE, ON RANCHO CALIFORNIA ROAD CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 MONTEREY WOODS I DE, INC. c� 1-800-422-4133 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W. GRAPHIC SCALE � CORNER OF THE INTERSECTION 1' E. OF A 1' CHAINLIW FENCE, 21' x 16' A CALIFORNIA CORPORATION AROUND SO, CALIF, GAS VALVES, 40' N. OF P.P. (IO.#) 94' N. OF THE CENTERLINE 23121 ANTONIO PARKWAY SUITE 120 IF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT, RANCHO SANTA MARGARITA, TWO WORKING DAYS BEFORE YOU DIG ADJ, DATE: 9-13-82 ELEV. 1128.410 CA. 92688 L D 0 0-0 9 5 G R o 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK pFESSf DESIGNED BY DRAWN BY CHECKED BY Drawing No. SCALE Q� A. EWS EWS MT RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL y� ���`� r��' `^� Plan Prepared nder he Supervision Of Q Z _ Q LD _ : / a ,,-, ACCEPTED BY: DATE. TRACT N 0 . 2 418 2 3 w No. 4390 ^� 3 Inspector SEE ABOVE AS SHOWN ac Exp X31-04 Date: O O DEPUTY DTR. OF PUBLIC WORKS, FOR CITY ENGINEER T'A./\ Y\.,.Yr_ PRECISE GRADING PLAN o � "} MICHAEL A. YLMA RONALD J. PARKS 6;; .4\/\'' A'/.�A'/.\'A q (p VERTICAL Jr C j�1�, ti� LV .. � Date Completed 'lF p �E�� R.C.E. No. 43090 Expires 3-31-04 R.C.E. No. 19744 Expires 9-30-01 f''J19 ;; LOTS 35-51 i N/A F C A� SHEET OF i