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HomeMy WebLinkAboutLot 31-38,42-59 - PreciseGradingLEGEND NO. ITEM =IF UNIT LOT GRADING (26 LOTS x 15 C.Y./LOT) 390 B PQ F* O TOP OF CURB 0000.00 EA. O INSTALL TRAFFIC BOX, BROOKS MODEL NO. I -T, J k R CONC. MODEL NO. V -2R OR EQUAL APPROVED BY EMWD 8 EA. T.C. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TDP CF ALL KI z FILL SLOPES OVER 5' HIGH. S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT +� B SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY FLOW LINE F.L. PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. HIGH POINT H.P. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA Ls M. >g rn, ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO = C 5' s' C m D D FINISHED GRADE F.G. MIN MIN MIN MIN PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES, 8. FINAL COMPACTION REPORT WILL BE REQUIRED FDR ALL FILLS GREATER THAN FINISHED SURFACE F.S. ONE FOOT. t��I 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF GARAGE FLOOR GF 0000.0 = i _ CONVERSE CONSULTANTS DATED JAN, 17, 1989 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTEDTO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- PAD ELEVATION PE 0000.0 ., ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REPORT. FINISHED FLOOR FF 0000.0 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR m Z g' m z 8 WATER SERVICE CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL x7 SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE SEWER SERVICE S EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE APPROVAL OF FINAL INSPECTI❑N, 12. AIR RELEASE VALVE TYPICAL SIDE YARD DRAINAGE FIRE HYDRANT `Y DISTANCE FROM FRONT PROPERTY CORNER TO HE GARAGE LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. CORNER MEASURED PERPENDICULAR TO THE PR PERTY LINE. DRIVEWAY PAD ELEVATIONS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA- STREET LIGHT 4-- 12' MIN. P/L 8' MIN. BLDG. PAD SLOPE III ABOVE PAD 5' MIN. 3' MIN, ELEV, EXTRA DEPTH FOOTING PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER COMPACTED 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- BERM 6' IN. INDICATES AMOUNT OF O TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE EXTRA DEPTH FOOTING PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. CHAPTER 10.R. 16. ALL PROPERTY CORNERS SHALL BE CLEARLI DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ACCESS RAMP THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 12' MIN, 24 MAX. 2% MIN. LOT NUMBER a2% MIN. SECTION A — A 217 MAX. FOR SIDE YARD SLOPES GREATER INDICATES MODEL THAN 5' IN VERTICAL HEIGHT 4 UNIT TYPE B INDICATES ELEVATION 12' MIN. ABOVE PAD ELEV, WATER BLOW -OFF THIS LOT REQUIRES A BACKWATER VALVE— ROUND OFF TOP PER SECT, 409 OF U.P.C. PER APPROVED P/L WATER AND SEWER PLANS, ( SEE INDEX MAP > I 5' 6' MIN. 5' MIN, P/L 5' MIN. 6' MIN. 3' MIN. 1' 1' 3' MIN. MUDSILL MIN. MIN. MUDSILL 12' MIN, 12' MIN. 2% MIN. 211 MAX. 6' TYP. 2% MIN. 21% MAX. MIN. 21% MAX. SECTION C - C 5' MIN. P/L 3' MIN. 1' MUDS MIN. 6' MIN, 12' MIN, 211 MAX. 2% MIN. " MIN. 21% MAX. SECTION D — D rvice Aler CALL TOL FLEE 1-800-422-4133 Il • • ".DR . r :_1Z• k•_ • r CONSTRUCT ION RECORD MDATE1 EBY 71919G R -5F Contractor I nspector jelcr I -­ - SECTION B - B THAN 5' IN VERTICAL HEIGHT TRACT ND. 2z-135 - PRECISE GRADING PLAN LOTS 31-38 & 42-59 10' OR 12' 6' �I MAILBOX J� (TYP.) < P.C.C. CURB k SIDEWALK GUTTER MAILBOX LOCATION DETAIL NO.2 N.T.S. 10' OR 12' 6' 48 16 Cr MIN. TYP. 4i I LL. MAIL OX4" MIN. I ( TYP . ) CLR . P.C.C. --" `CURB t SIDEWALK GUTTER MAILBOX LOCATION DETAIL NO.1 x 3' CONC. STOOP 3' x 3 A.0 35.00' N.T,S. 3' x 3' COW. TYPICAL OVERALL FOOTPRINT DIMENSIONS SCALE, 1' = 20' BENCH MARK Abbert Bei?, Filliam Frust & Associates Cll In ff RIVERSI)£ 1A IQ T-29-1 PROFESSION& ENGINEERS, PLAYERS k S1JtVEYORS 2 IR' ME DRC M CD[ [MUMMER FMR TIE XTERSECI)01 F FRW ST. V555 91E2 FW, SIE. 4MOTEIECLIA G. WW1 AND NAI" CALF3NA R0141 1N ND.ES ON RANCID DIffORIIIA ROAR (909) 676-8042 , FAX (909) 676-7240 M THE OiIMTTMN OF RANCIIa RN NIB NAR AMA ROABM THE KV. CQDER OF TIE NTRZCTMN 1' E ff A ' DIARtft FENCE, 2r x 16' MW SI1 CALF. GAS VAIVM 40' K 13 PP. MV 94' K F TIE CENiE M ff RNICIO CN -me ROAL F11ER[iASi mo POST SET r V. ff IQADENT, AL MTb 13-2 ELEV. 028410 REVISIT I DATE kCC'D WCH MARK i itZ6V1560 F00Tr-1Z1'1JTS I..OTS3545C \RcvisEp PwTPR-1"4TS LCT -5 47-5C Pel!> HOOSe RZVs. ON Lv 5 3&,37 47- 54 . Date Completed I I I A� ,doaEc SYS. LerS 3S -i,1z-4& SEE ABOVE HORIZONTAL AS SHOWN VERTICAL N/A • a- a • - a - RICHMOND AMERICAN 17310 REDHILL AVE., SUITE 320 IRVINE, CA 92714 INDEX MAP CONSTRUCTION NOTES & QUAN111Y ESTIMATE NO. ITEM QUANTITY UNIT LOT GRADING (26 LOTS x 15 C.Y./LOT) 390 C.Y. O REMOVE EXIST. DRIVEWAY AND RECONSTRUCT PER STD. NO. 207 (W= VARIES), SAWCUT 1' MINIMUM INTO EXIST. A.C. REPLACE WITH FULL HEIGHT CURB, CUTTER AND SIDEWALK AS REQUIRED BY INSPECTOR, SEPARATE PERMIT REQUIRED FROM ENGINEERING DEPT. FOR ALL WORK IN PUBLIC R/W. 12 EA. O INSTALL TRAFFIC BOX, BROOKS MODEL NO. I -T, J k R CONC. MODEL NO. V -2R OR EQUAL APPROVED BY EMWD 8 EA. 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TDP CF ALL FILL SLOPES OVER 5' HIGH. S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY DESIGNED DRAWN BY CHECKED BY 57DBY ADEL S. CASAO JL A. ts pared Under The Supervision Of No.43090 ^+ Exp. 3/31-M , Date: 6 & �f Cl V1 A\� MICHAEL TYLMAN �fF OF CAV\R . C . E . No . 43090 Expires 3-31-00 RECOMMENDED BY: DATE: f -W ACCEPTED BY: DATE: -s- Jb-fif PRINCIPAL ENGI ER, FOR CITY ENGINEER STEVEN W. CRESSWELL R.C.E. No. 47180 Expires 12-31-99 PROJECT SITE VICINITY MAP NOT TO SCALE GRADING NOTES . 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, AS AMENDED BY ORDINANCE 457, 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 211. 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TDP CF ALL FILL SLOPES OVER 5' HIGH. S. 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 ENGINEERING 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, ELEVATION AND L❑CATION OF CUT / FILL SLOPES. 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES, 8. FINAL COMPACTION REPORT WILL BE REQUIRED FDR ALL FILLS GREATER THAN ONE FOOT. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY, CONVERSE CONSULTANTS DATED JAN, 17, 1989 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTEDTO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATI❑N 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 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 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 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE APPROVAL OF FINAL INSPECTI❑N, 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 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. 14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 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. 15. EROSION CONTROL, ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- TIONS, 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. 16. ALL PROPERTY CORNERS SHALL BE CLEARLI DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTE_ D TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. r _ LD 9(a—I3�C�F�-� � cD 96- ae® LD96~= GR CITY OF TEMECULA Dewmw OF meuc °ra"'"9 "°. TRACT N0. 24135 - F PRECISE GRADING PLAN TITLE SHEET OF 3 C4SHEET Q PLOT: 5-08-96 JN: 400868 1 1 - ) ' �(t 37 SEE SHEET NO. 3 38.46 ' P.E. 1241.4 123 ' 24 IR 61 -56' .G OPEN SPACE 1. �, 6 M 30 ❑ LOT 102 �C5 1 20' '30. 48 20 _ • E. 1240.3 46.99' s I 1�- 0 0 .� `9 47.17' (P 0' +I A3 $ - /ZZ7. 3 6' 45.92 ' G . - � /�� $ / zi 4 f• �- 53.00' /227 0 � 4� � f � � - It I . �� 20' / 79.3 FL . 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F. 35' PE 1222.4 :t L ` L. 1p' 25 35' PE 1220.2 � FF 1 � 56 ❑ FL- 53 - 25' FF 1220.9 8't 223.1 PE 1227.5 d' S4 • 1 /� 7 7 t PE 1224,9 � 7 f FF 1228.2 pE 1231.0 20.2 [� 22.4 FF 1225 6 PE 1230.1 FF 1231.7 ►� /�/ FG - F.G. 20.2 U FF 1230.8 , o $ +1 F G F.G. , 24 9 7.5 F.G. ' 9 1 6' IZ17.5 $ co /�/� / / F.G. 24. F.G. 30 1 �--u U LJ F.G. �. 1� F_L - �! $ /ZZZ.1 9 +1 / •iL G. 30.1 31.0 °p .78' rF S7 M - 47 g 7/ZP-7 ,,P O 66 h 7' 4 N G - 8 OS 24 9 FL /ZZ 9. A /23O 6 tib 6. Z ►� FL 48-14' R/ 48.04 ' h fis' 66 05 , rn �,�� •°°` OPEN SPACEN�Fr- �' LOT 62 x2 53. OPEN SPACE °' LOT 61 0 rn ��-��G• R _ AMAR I TA w �/ Al N - - lnder round Service Alert o Robert Bein, 1Fzllzam Frost & Associates CONSTRUCTION NOTES SSIONAL ENGINEERS, PLAhPERS k Sl1RYEYCRS 27555 YU RX, SIE. 400•IIIELLLA G. Mi "GARAGE FLOOR LOWER THAN NORMAL CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240a- xeMom Exlsor CPUVEWAY ANDReCMK-rMLt&T pmt yTb NO. ta7 (W-VAPtle5), �`L G N 1-800-422-4133 e--'Aweur 1 MINIMUM IfJTO CXIsF�PtkE YY/ FUt_l. HCIGHT cuRb, T• A.G. - 20 10 0 2 40 60 &UTTUIL iwv 4.1pewAL&&. As FrrjujKLw-V Q51T 'w'-' Psc-TcR, •SPAR -A- c- PcR/vIIT RrQU"R6V MOM ENGIfJ6gR►t�1G prpr. }"O It A( -C WOR 1� IN PV&L.1& WIN. � ��e�/ _ '� �� � GRAPHIC SCA4E IN FEET INSTAL.I. TzAFFIG P -Pox er-40KM00EL. NO. j -T, J i F GONG . Map&C, TWO WORKING DAYS BEFORE YOU DIG NO . V- 2R OF- EQ UAL- ^rFV..o VE0 �•t IFMWD . LD96 - 051 GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKDESIGNED BY DRAWN BY CHECKED BY N SCALE , Q� `E� s fOp� RECOMMENDED BY: DATE: s-�-sc CITY 0 F T E M E C U L A DEPARTMENT OF PUBLIC WORKS Drawing No. M 7/9/'1 RBF SPE//SIED FDOTPR�iVT LeTS 3S S9 }�� p / JOHN LeSAGE ADEL S . CASAO JOHN LeSAGE Contractor 9-5-9fi RzF ReVisEo �ooT�envTcoTs 49 50 HORIZONTAL ,�`�� ���E %/` mac, PI s P e ared Under The Supervision Of d "Ow _ S-�i►- t! i o •��Ivco El.Evs. o^(,�,r7usC curs 04 SEE SHEET NO. , ACCEPTED BY ' No. 43090 s T DATE: TRACT NO 24135-F b Inspector 2G, 49-54• 1 20 Exp. 3-31-00 Date: def4lf. PRINCIPAL ENGI ER, FOR CITY ENGINEER MICHAEL A. LMAN STEVEN W. CRESSWELL VERTICAL slF CI Y 1� �Q �! 43090 3-31- ..' PRECISE GRADING PLAN Date Completed ./ @'� ` N/A OF CA�� R.C.E. No. Expires 00 R.C.E. No. 47180 Expires 3-31-99~ LOTS 31-36 AND 49-59 SHEET 2 of 3 PLOT: 04-03-96 JN: 400868 1 GRAPHIC SCALE IN FEET erarouna service Aier CALL TOLL FREE 1-800-422-4133 WORKING DAYS BEFORE CONSTRUCTION RECORD Contractor Inspector Date Completed Robert Bein, Filliam F7vst & Associates PROFESSIONAL DCINE RS, PLANERS t SURVEYORS 17566 YIEZ RA, SIE. 100*1E]M CA. 91581 (909) 676-8042 , FAX (909) 676-7240 DATE BY REV I S I ONS DATE ACC'Dj BENCH NARK SCALE QRp F E S S 25 1-0*-, l �--gco ft�F Reviser FG>7TP2�r�1-r LaTS 47 4g ti4�c�p �` A. Irl` c"c' ^NO ^umo WL)SE ELe.v- 0" LOTS HORIZONTAL 37 47 j 46. ' W No.43090 (0-/-% RBF I//SEb f ff.,cw r w75 3B 44-46 • SEE SHEET NO. 1 1 -20 C Exp. 3/31-00 DD AfoDeL EZ"_t LOTS 38 f 4z- 44 p -p VERTICAL N/A OF C OPEN SPACE LOT 102 DESIGNED BY DRAWN BY CHECKED BY JL ADEL S. CASAO JL Plan$490 p r d Under The Supervision Of _V�• Date: ! MICHA L A/wr LMAN R.C.E. No. Expires 3-31-00 RECOMMENDED BY: CONSTRUCTION NOTES N O Z W W U) W W (n *GARAGE FLOOR LOWER THAN NORMAL o- R61100VE 6X16'f gtiV6Wq'Y ,exp REGON�3TRUC,T SAwC-T 1' PER s70. NO. 207 (vv- VARIES) MINIMUM WTO 1133X1CWT. A -G- REPLACE W/ FULL NEI&HT e_uxa, &AJTTeR &#!v '&tUEWALIK AS Re4UI1zCrj P„rr IKlSPEGTOR, 'SEFlApt"',TE PERMIT RL^QUIREp PRS ENGINEE121n1& 1 f.IGjTi 1, -M-AF DefT FOFL AL.L. WOKV w PUauG 1Z,/W. L F 1 G P -50Y. b FzOo1&.S Mo PE L. NO. V- 2R oR. FQuAc, gPPRov�p � t`10_ S T ' 1A R 6'0%J6- MODEL - Emwp LD LD96 - 05 1 DR ATE: S-s}'X• CITY OF TEMECULA DEPARTAENT OF Plt� I C WORKS DrcwIng ACCEPTED BY: Ile DATE: PRINCIPAL ENGINEER, FOR CITY ENGINEER STEVEN W. CRESSWELL R.C.E. No. 47180 Expires 12-31-99 TRACT NO. 24135—F PRECISE GRADING PLAN LOTS 37938 & 42 — 48 SHEET 3 OF 3 0 2