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HomeMy WebLinkAboutLot 221 Precise Grading PROJECT SITE GRAD/NG NO TES 1. ALL GRAD/NG SHALL CONFORM Tp THE 1998 CALIFORNIABU/LD/NG CODE, IEROSION CON/7POL NO TES � APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. A I MINIMUM BU/LD/NG PAD AND DRAINAGE SWAL£ SLOPE SHALL BE 11C' 1. EROSION CONTROL /S REQUIRED FOR GRADING OPERATION DURING THE W cn RA/NY SEASON FROM OCTOBER IST TO APRIL 15TH. APPROVED PLAN /S z __._ DRAINAGE SWALES SHALL BE A MIN/MUM OF 0.2' DEEP AND BE REQUIRED FOR ALL ROUGH GRAD/NG. CONSTRUCTED A MIN/MUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 2. IN CASE OF EMERGENCY, CALL MR NON YOO OF RANPAC DUELOPMENT R .3 MAX/MUM CUT AND FILL SLOPES` --- 2.•1. A T FEL. NO. 1-909-676-7000. 4. PROVIDE 5 WIDE' BY r HIGH,BERM OR EQUIVALENT ALONG THE TOP J. THE DES/GN C/VI'L ENG/NEER W/LL SUPERVISE EROS/ON CONTROL WORK N INSURE THAT WORK /S /N ACCORDANCE W17H TV APPROVED 15 S OF ALL F/LL SLOPES OVER 5 HIGH. AND E O E E 0 � 5. ALL GRAD/NG SHALL BE DONE UNDER THE SUPERV/S/ON OFA PLAN (/F REQU/RED BY THE TRANSPORTATION AND LAND MANAGEMENT AGENCY COMPETENT SO/LS ENG/NEER WHO SHALL CERT/FY THAT ALL FILLS HAS 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADEg LOT BEEN PROPERL Y PLACED AND WHO SHALL SUBMIT A FINAL COMPACT/ON AVAILABLE AT ALL RUES DURING THE RA/NY SEASON. NECESSARY \ QIP REPORT FOR ALL FILLS OVER 1 DEEP. MATERIALS SHALL BE AVAILABLE ON SITE AND STOCP/LED AT CONVENIENT 221 6. A REGISTERED CIVIL ENG/NEER SHALL SUBMIT TO THE CITY OF TEMECULA LOCATIONS TD FACILITATF RAPID CONSTRUCT/ON OF TEMPORARY DEV/CES s1 ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION WHEN RAIN IS /MM/HENT. -F�, OF ROUGH GRAD/NG /N ACCORDANCE WITH THE APPROVED GRADING 5, DEVICES SHALL NOT HE MOVED OR MODIFIED W/THO VICINITY MAP PLAN PR/OR TO ISSUANCE DF THE BUILD/NG PERM/T. CERTIFICATION UT THE APPROVAL y� SHALL BE TO LINE, GRADE, EL EVA T/ON AND L OCA TION OF CUT FILL OF THE CONSTRUCT/ON ENGINEER. N O T TO SCALE SLOPES. 6 ALL REMOVABLE PROTECT/VE DEVICES SHOWN SHALL BE /N PLACE AT \ 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS THE END OF EACH WORK/NG DAY WHEN THE FIVE (5) DAY RAIN ALONG TDP OF CUT SLOPES. PROQAB/L/TY FORECAST EXCEEDS FORTY (40) PERCENT. AFTER A RA/N T RA/ A EROSION CON 7POL N4 Tfm%5y� ON T. 8 FINAL COMPACT/oN REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 7 S 0 ALL S/L TS AND DEBRIS SHALL BE REMOVED FROM THAN ONE FOOT. CHECK BERMS, SIL T FENCES, ANO DES/L TING BAS/NS, ETC. 9. ALL GRADING SHALL BE DONE /N CONFORMANCE WITH RE•COMMENDA 77ONS 8 GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM 19. FILL AREAS WR/LE BE/NG sRoucHr UP TO GRADE AND DURING PER/ODS OF THE PRELIMINARY SOIL INVf_ST/GARON BY IEIGHTON & ASSOCIATES, DATED THE FACE OF SL OPE AT THE CONCL US/ON OF EACH WORK/NG DA Y. OF COMPLETION PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY MARCH 22, 1989. TWO SETS of THE FINAL COMPACT/ON REPORT SHALL BE VARIOUS MEASURES TO EL/M/NAT£ EROS/DN AND THE SIL TA TION OF 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE` NECESSARY DOWNSTREAM FAC/LIT/ES AND ADJACENT AREAS. THESE MEASURES MAY S'UBM/TTED r0 THE ENG/NEER/NG DEPARTMENT WH/CH SHALL INCLUDE' PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE INCLUDE, BUT SHALL NOT SE LIMITED TD.- TEMPORARY DOWNDRA/NS, FOUNDATION DES/GN RECOMMENDATIONS AND CERTIFICATION THAT GRAD/NG EITHER /N THE FORM OF PIPES OR PAVED D/THES W/TH PROTECTED TOPOGRAPH r HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF IMPOUNDED WATER CREA TES A HAZARDOUS CONDI T/ON. OUTFALL AREAS; GRADED BERMS AROUND AREAS TO ELIMINATE EROSION THE PRELIMINARY SOILS REPORT. 10 D£S/L TING 845INS ARE TO BE CONSTRUCTED AS GRAD/NG OF INDIVIDUAL OF F/L L SLOPES BY SLOPE D/THES TO DESIL T RUNOFF; PROTECT/ON HJW do ASSOCIATES GRAD/NG AREAS ARE COMPLETE PER SUB GRAD/NG PLAN. SUCH AS .SAND BAGS AROUND INLETS WH/CH HAVE NOT BEEN BROUGHT SOUTHWEST DIVISION1 p THE CONTRACTOR SHALL NOTIFY THE ENG/NEER/NG DEPARTMENT AT UP TO GRADE,• AND EARTH BERMS AND APPROPR/ATE GRAD/NG TO DIRECT 2192 DUPONT DR., SU/TE 216 LEAST 24 HOURS /N ADVANCE crloN us FAPINISH LOT GRADE AND 11• THE DEPARTMENT OF PUBLIC WORKS RESERVE THE RIGHT r0 A�I DRAINAGE AWAY FROM THE EDGE OF THE TDP OF SLOPES SHALL BE /RV/NE, CA 92612 LEGEND: suILDIE INSPECTION. THIS INSPECT/ON MUST BE APPROVED PR/DR TO CHANGES OR MODIFICAT%ONS TO THIS PUN AS DEEMED NECESSARY. CONSTRUCTED AND MA/NTA/NEO ON THOSE FILL AREAS WHERE EARTHWORK DATE OF PHOTOGRAPHY 9/8/99 BU/LD/NG PERM/T F/NAL INSPECT/ON FOR EACH LOT. OPERATIONS ARE NOT /N PROGRESS PHONE- (909) 694-6411. 12. /NFORMA TION ON rH/S PLAN /S FOR EROS/ON ONLY. ALL OTHER PROP. STORM DRAIN 20. TOP OF CUT BROW D/THES, WHERE REQUIRED ON THE PLAN, SHALL BE S(/L51 ENGINEER 11. CUT SLOPES EQUAL TO OR GREATER THAN 5" /N VERTICAL HEIGHT AND INFORMATION /S SUBJECT TO CHANGE. CONSTRUCTED PRIOR r0 EXCEED/NG TWEL VE (12) FEET OF CUT MEASURED , FILL SLOPES EQUAL TO OR GREATER THAN 3 /N VER 77CAIt, HEIGHT S84LL 1,3. TEMPORARY EROSION PROTECTION /S REQUIRED FOR MANUFACTURED VERTICALL Y. BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE LEIGH TON & ASSOCIATES FROM EROS/ON AND INSTABILITY /N ACCORDANCE WITH CITY DEY£L OPMENT SLOPES PR/OR TO PERMANENT PLANT/NG. ,21• CLEAR/NG AND GRUBS/NG SHOULD BE LIMITED TO AREAS THAT WI'L L 41715 ENT RPR/S �� PROP. ACCESS RAMP E E CIRCLE NORTH CODE SECTION 17.08 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 14. AREAS SHALL BE MAINTAINED /N SUCH A STATE" rmr FIRE ACCESS SHALL RECEIVE IMMEDIATE GRADING, EROS/ON CONTROL MEASURES WILL BE A7FUECULA, CA 92590 8£ MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING REQUIRED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PROP. CURB B GUTTER 12. NO f7LL SHALL BE PLACED ON EX/STING GROUND UNTIL THE GROUND (I �� PR/OR TO GRAD/NG OPERATION, AND WH/CH ARE SUBJECT TO RUNOFF OFF/CE 909) 676--0023 HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER PROPERT/£S� DURING THE PER/DO OF RA/NY SEASON. THESE MEASURES MAY INCLUDE DELETERIOUS MATER/AL. 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSE OR BUT SHALL NOT BE LIMITED TO.• GRADED DITHES; BRUSH BARRIERS AND PROP, WALKWAY ,EXIST/NG STORM DRAIN INLETS SHALL OCCUR DURING THE RAINING SILT FENCES CARE SHALL BE EXERCISED TO PRESERVE' VEGETATION 13. /F STEEP SLOP/NG TERRA/N OCCURS UPON WN/CH F1'LL /S TI7 BE PUCED, SEASON, UNLESS ADEQUATE TEMPORARY PERMANENT DRAINAGE FAC/L/T/ES BEYOND LIMITS OF GRAD/NG. PROP. CURB THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER TO SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY REG/STEREO 22. THE DEPARTMENT OF PUBLIC NVRKS' APPROVA F P OWNER Df12�L OPER THE NEAREST PRACTICAL STREET, STORM DRAIN OR NATURAL WATER L O LANS DOES NOT � PROP.ENG/NEER PRIOR TO PLACEMENT OF FILL MATERIAL. COURSE. REL/EVL�" THE DEVELOPER OPER FROM RESPONSIBILITY FOR THE CORRECTION CONIC. STEP S OF ERROR AND OM/SS/oN D/SCOI/ERED DUR/NG CONSTRUCT/ON. UPON 14. DURING ROUGH GRAD/GE OPERATIONS AND PRIOR R NAGE CONTROL 16 THE D£VEL OPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER REQUEST, THE REQUIRED PUN REVISIONS SHALL BE PROMPTL Y SUBMITTED J.F. SHEA CO.,INC. OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT POND/NG WATER AND DAMAGE TO THAT STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR TO THE DEPARTMENT OF PUBLIC WORKS FOR APPROVAL, 10721 TREENA STREET, STE. 200 CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVE'S THE RUNOFF SAN DIEGO, CA. 92131 AL�✓ACENT PROPERTIES. CHANNELED STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO 2.3. ALL GRADED SLOPE AREAS 5' OR moRc IN HEIoHT SHALL BE HY17ROSEEDED TEL. (858) 549-3156 SHEET INDEX 15. DUST SHALL BE CONTROLLED BY WATER/NG OR OTHER APPROVED DIVERT TO ANOTHER RUNOFF AREA. UNLESS SUFE/C/ENT NATURAL Vf_G£TAT/ON HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY OF TEMECULA INSPECTOR. TITLE SHEET SHEET 1 METHODS. 17. CONFORMANCE WITH THE REQUIREMENTS OF TH/S PLAN SHALL /N MD 16. ALL EX/STING DRA/NAGE COURSES' ON THE PRG/ECT MUST BE CONTINUE WAY RELIEVE THE DEVELOPER FROM HIS RESPONS/BIL/TIES TO THIS S/rF PRECISE GRADING PLAN SHEET 2 TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS PROTECTIVE AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL PA loING NO TES MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO CONSIST OF, BUT NOT LIMITED TO, CONSTRUCTING SUCH FACILITIES AND PROTECT ADJOINING PROPERTIES DURING GRADING OPERA TIONS. TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL, CONS TRUC TION NO TE-S / QU N T/T Y ES TIMA TES AND ABATE WATER, MUD AND EROSION DAMAGE TD PUBLIC AND PRIVATE 1. MINIMUM PARK/NG LOT GRADE SHALL BE 1-00X 17. STABIL/TY 04CULA770AIS WITH A FACTOR OF AT LEAST ONE AND f7VE MINTHS PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. 2 M/N/MUN GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. I TEM DE-SCRIP TION UNI T DUAN TI T Y (1.5) SHALL BE SUBM/1TED BY SOIL ENGINEER TO THE ENGINEERING DEPARTMENT 18 SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE rREA TED FOR FOR CUT AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. EROSION CONTROL PRIOR TO OCTOBER 15. SLOPES CONSTRUCTED J. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE Q CONSTRUCT 0.30 A.C. PAVEMENT TON 198 18. A REGISTERED CML ENG/NEER SHALL SUBM/T CERTIFICATION OF AFTER OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL AS THE" SURFACES PRIOR TO PLACEMENT OF PAWNG. O2 CONSTRUCT 0.50' C.A.B. (CRUSHED AGG. BASE) CY 170 BUILDING PAD ELEVATIONS. WHERE SPECW7C ELEVATIONS ARE REQUIRED CONSTRUCT/ON OF SLOPE PROGRESSES /N INCREMENTS OF 25 FEET 4. ASPHALTIC EMULSION FDG SEAL SHALL BE APPL/ED NOT LESS THAN 3 CONSTRUCT 6" TYPE "D" CURB PER CITY OF TEMECULA STD. DWG. 204. LF 295 THE ELEVAT/ON (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. OR LESS MEASURED VERTICALLY. FOURTEEN 14 DAYS) FOLLOWING PLACEMENT OF THE ASPHALT " IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE /S SURFACING AND SHALBE APPLIED AT A RATE OF 0.05 GALLONPER P R 4� CONSTRUCT TYPE A--6 CURB & GUTTER PER CITY OF TEMECULA STD 204 LF 82 Rf B£OG/ EN. rHE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL SQUARE YARD, ASPHAL T EMULSION SHALL CONFORM TO SECTIONS 37, CONSTRUCT ACCESS RAMP PER CITY OF TEMECULA STD. 402 , EA 1 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. 6 19. EROSION CONTROL: ALL GRADED SLOPES' SHALL BE PLANTED WITH 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECUU CONSTRUCT CONC. SIDEWALK PER CITY OF TEMECULA STD. N0.400 do 401 SF 1582 ROSEA ICE PUNT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND LEGAL DESCRIP 77ON COINER. SLOPES OVER 15' /N INERT/CAL HE/GHT, /N ADD/TION TO GROUND DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR 7 PAINT PAVEMENT HANDICAP MARKINGS PER SEC. 11298.5 EA 1 COVER, SHALL BE PLANTED WITH APPROVED TREES , SHRUBS, OR ALL WORK WITHIN C/TY RIGHT-OF-WAY DF -WAY. 8 PAINT 4" CROSS HATCH PAVEMENT MARKINGS SF 180 COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS, 6 THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIIC #VRKS 9 REMOVE 36" RISER AND DISPOSED TREES, 20' ON CENTER,• COMB/NA T/DNS 15' ON CENTERS. SL FOES OVER PARCELS 4, 5, 6 AND 7 OF PARCEL MAP RECORDED /N BOOK P 1, � EA 1 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT /RR/GAT/ON SYSTEMS � PAGES 44, 45 AND 46 OF PARCEL MAPS, /N THE COUNTY OF RIVERSIDE, ONE INSPECT/ON AT SUBGRADE COMPL ET/ON, AT BASE GRADE COMPL ET/ON „ STATE OF CALIFORNIA AND DURING PLACEMENT OF ASPHAL T. At @ 'INSTALL 8 DRA IN e45IAI (�tl BORATED 11VL E7�NYLOPLA'ST OR EQZ1,41) ' EA WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R 3 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAR/NG OF THE 1� INSTALL 6'� PVC CLASS /V LF 699 20. FIN/SH GRADE SHALL BE SLOPE AWAY FROM ALL EXTERIOR WALLS AT PROPOSED WORK AREA AND REL OCA TION AND COST OF ALL EXIST/NG �� NOT LESS THAN 114" PER FOOT FOR A MINIMUM OF 3 FEET. UTILITIES. THE C/7Y SHALL SE INFORMED 48 HOURS PR/OR TO BEG/NN/NG Q IIUSTRLL 6 l NL l�l/E DRAItV N11-1-20 C79-47E (NYL4PL AST OR Ep U,4L) EA 6 21. NO OBSTRUCT/ON OF FLOOD PLAINS OR NATURAL WATER COURSES OF CONSTRUCTION A T (909) 694-6411. CONSTRUCT CONC. STAIRWAYS PER LANDSCAPE ARCHITECT'S PLAN EA 4 ' SHALL BE PERMITTED. 8. A COMPAC77ON REPORT BY A SO/LS ENGINEER SHALL CERTIFY 95 CONSTRUCT CONC. SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN SF 16,029 22. ALL PROPERTY CORNERS SHALL SE CLEARLY DELINEATED /N THE f7ELD RENCHIVARK DfSCR/P T/DN PERCENT COMPACTION OF BASE PR/DR TO CALL SECOND INSPECTION PR/OR TQ COMMENCEMENT OF ANY CONSTRUCT/ON / GRAD/NG AND A PLACEMENT OF ASPHALT PAVING. PA/NT 4" DOUBLE WHITE LINE PARKING STRIPING LF 160 . 9. COMPACTION TEST OBSERVA770N OF SUBGRADE OR BASE ROCK GRADE INSTALL RAMP WITH HANDICAPPED RAILING PER ARCHITECT'S PLAN 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOESNOT COUNTY OF RIVERSIDE B.M. N0. T-29-81 SHALL BE COORDINATED BY THE CONTRACTOR WNTH THE SOILS ENG/NEER LF 30 REL/EVE THE APPLICANT AND HIS ENG/NEER FROM THE RESPONSIBILITY 1- 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE AND THE PROJECT INSPECTOR, ALL GRADE INSPECT/ONS WILL BE /N CONSTRUCT 26' COMMERCIAL DRIVEWAY PER CITY OF TEMECULA EA 2 FDR THE CORRECT/ONS OF ERRORS OR OM/SS/NS DISCOVERED DURING INTERSECTION OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 CONJUNCT/ON W/T)'� OR PRECEDED BY COMPACT/ON TEST/NG. CONSTRUCT/DN. UPON REQUEST, THE APPROPR/ATE PLAN REVISIONS INTERSECTION 207H SHALL BE PROMPTLY SUBMITTED r0 THE CITY ENGINEER FOR REVIEW MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF 10. 17- AAL PAVEMAWT STRUCTURAL SECTION DESIGN SHALL BE SUBM/TIED TO THE CONSTRUCT MANHOLE NO. 1 PER RCFCD & WCD STD DWG NO. MH251 1 AND APPROVAL. RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE N.W. DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS EA CORNER OF THE INTERSECTION 1' E. OF A 7' CHAINLINK FENCE, 21' PRIOR TO PLACEMENT OF BASE MATERIAL THE DESIGN SHALL ADHERE X 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#) 94' TO THE METHODOLOGY SET FORT CHAPTER 600 OF THE CAL7RANS INSTALL WHEEL STOP EA 2 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASS HIGHWAY DESIGN MANUAL AND UT/L/ZE THE "R" VALUE METHOD. THE INSTALL ACCESSIBILITY SIGN PER SEC. 11298.5 WITNESS POST SET 1' W. OF MONUMENT. "R�, A � EA 1 ADJ. DATED 9-13-82 ELEVATION: 1128.41 D VALUE TEST SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA Underground Service Alert TEST NO. 301 AND SHALL BE PERFORMED BY A REGISTERED CIVIL ENG/NEER. INSTALL PARK/NG LDT SIGN PER CITY OF TEMECULA STD. NO. 403 + SEC. 11298.5 EA 2 THE NUMBER AND L OCA TIONS OF THESE TESTS SHALL BE SUBJECT TO s APPROVAL BY THE DIRECTOR OF PUBL/C WORKS. R4 IS INSTALL 1 RIGHT TURN ONLY SIGN Call: TALL FREE ® EA 1 11. ASPHALT CONCRETE SHALL COMFORM TD ALL PROM'S/ONS OF SECTIONS LD 03-•-164 GR 1 -800 y - 20,T-6 OF THE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS Az IRS7II !2" SRA t Al A4s 7�(/ AI15 OL/D GrPA7E rN l OPL,4ST OR E4U,4L) Z Trans-Pacific 2 2 -- 6 f®N S N L T A w T s CONSTRUCT/ON. ASPHALT SURFACE COURSE SHALL BE C2-AR-4000 LD 02-240 GK :_ 0 2 O O MINIMUM THICKNESS IS 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES. �2 1 AIS T-4 LL 15� DRA I A l e 45 I ti Af 1 q-JD YING E0 rrV 7E(N SQL 0 PLDs 7. Ore EQU,0Z 1 c 27,01 ENTERPRISE CIRCLE WEST © J LD�r ASPHALT CONCRETE SECT/ONS GREATER THAN 3 INCHES SHALL CONTA/N N TEAIECULA, C4LIFG►RNG4 9259 A BASE COURSE OF B--AR--4DOO, A MINIMUM THICKNESS OF 2 INCHES. ER RTH hIDRK QUAwTI TIE 5 = C[1T J 27, 2D C.Y. / FILL:: 2 7, 720 G.YLD01 -044GR0 TWO WORKING DAYS BEFORE YOU DIG TEL. (9o9) 676-7000 7 � �-0 E a a CONSTRUCT/ON RECORD DA TE BY REVISIONS DA TE ACC'D BENCH MARK Designed Drawn B Checked B °- g By �' y SCALE . Drawing No. a � 11,05,02 � I R�kIOV� flFVY. �rS/T �40D�,P�liSt do �,_�- -- RECOMMENDED BY- DA 7 O -� oFESSroN Cl T Y OF TEVECU A DEPARTMENT OF PUBLIC WORKS °-$w�, Contrvrtor / L1UTLT ,� J! �K A -.S` Horrrontia/ �o� A�F N ���, S A G r'Jo tic2� Pons ( pored Under Supe,rvisian Of :. �c .. T Z OZ. ON � 2, .0z �A 2 5E�,oEcrA Z oN sir 2 o SET' ABOVE As SHOWN u� o z�,57 � AccEPTED BY. ,. .__-. DATE. PRECISE GRADING PLAN 4>.q %.. v N Date: RDN,4[D J. PARKS N -I--0 6 S 3 SFS I.L�LTA 3 ON L'0#7-2 / V�ticol Exp 3-31-04 WON S yoo 0£PU7Y DIRECTOR OF PUBLIC MAWS CA L LAWAY PA R K S I T E -I - 4 ADDED RETAIN'llUG WALL 06 ►. R.C.E No. 2x457 Expires o.�/.�1/04 R c£ ,,,b. 197 £x�,, _ _ ►i,� .�s LOT 221 TRACT 23209 sheet 1 of 2 Q� � cr TITLE SHEET ben jie 02/20/01 14:46:32 I:\SDSK\PROD\23209\dwg\GRADING\pant.-.sht.l.dwg I J i r, ri ; 1 r.. ; � ' • ..r� ' \ �rw 1 Ir � 1 � ` 1 w .� ; ! • •ti ry 1 I� / • h ,� i3 09.s 0 rw _ r A-. •2 qq• 3�� _ _ - w- 157• : f 14 k t IL'OT 110 _ �, �SLrJP� I _. 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N/ \ 14 0 �, •r qk 0 A ,� ® CONSTRUCT TYPE A--6 CURB do GUTTER PER CITY OF TEMECULA STD 200 -q \ �� 5° '(f © CONSTRUCT ACCESS RAMP PER CITY OF TEMECULA STD. 402 LOT © CONSTRUCT CONC. SIDEWALK PER CITY OF TEMECULA STD. NO.400 do 401 PAINT PAVEMENT HANDICAP MARKINGS PER SEC. 11298.5 \ �fi JAL 08 PAINT 4 CROSS HATCH PAVEMENT MARKINGS I'AD 132.1 , / 4 CP �,� �9 REMOVE 36 RISER AND DISPOSED _.._ _._.. _._. � _ - A-0 .SPALL " l P fA! 8 OR4 N 6ASIA1 kl/G917 4VZFTcI VYLD LAST O f EDII.41.) . SF-C"TIaN A -A .ti 7 rL - . r ® 1� INSTALL 6 " PVC CLASS IV M �' o ® J2�- 110574LL 6'' lNL!A!� DRAIN AJAY-20 CYRAr�(NYLoPLAs7OR Eag'gj) '' {4 LOT 11p� 1 Y F,R. I" =4 ' 4� ® CONSTRUCT CONC. STAIRWAYS PER LANDSCAPE ARCHITECT'S PLAN o o 1 `' P�R+M I�r� CONSTRUCT CONC. SIDEWALK PER LANDSCAPE ARCHITECT'S PLAN PAINT 4" DOUBLE WHITE LINE PARKING STRIPING Z4'r RCP �x 1 sY. 91-OPF- MAI N rA t NED INSTALL RAMP WITH HANDICAPPED RAILING PER ARCHITECT'S PLAN It 13Y "S PROFURTY0v*4ER PSD - 13x3.b © CONSTRUCT 26' WIDE COMMERCIAL DRIVEWAY PER CITY OF 1 I �y� TEMECULA STD. 207A / , � CONSTRUCT MANHOLE NO. 1 PER RCFCD& WCD STD. DWG NO. MH. 251 I INSTALL WHEEL STOP < Underground Service Alert _ INSTALL ACCESSIBILITY SIGN PER SEC. 11298.5 9 N , , l INSTALL PARKING LOT SIGN PER CITY OF TEMECULA STD. NO. 403 + SEC. 11298.5 GRAPHIC SCALE ! ��-�--1 a N e -F3 Call: TOLL FREE 11�6ao 0 15 30 60 — C2 INSTALL 14 4! K16MT TURN ONLY S16N. / N ! �E�TION C © ( ) ® LD03~ 164 GR 0 1 --800 �p� 1 I POP,: - 3c c� Trans-Pacific � '` � • 11— 1 23 S�DEWipG�C' 1/N N P/fes �R G/Ty Q� T�i�1�G1J1.A S� iS/4. 343 VF.R. I = 4 HO R,. 1 .- 30 o I:iMiY1.TAMTi I LD 02--240 G�2 0 227-2600 1N FWT , � ,��. , �� ) 1AISMU 12,/DRA/N x4514!W/5QLrD riRA7E(1V Y4OPL•49r OR EOl1,4L) L D o2,... 199 G ` 27431 ENTERPRISE CIRCLE WEST i ioh = 30 n PA p = 1300 f V E R•+ 1 — 4 n r, EcuLq, cACIFORNw 92sev � � O t AjSTALL 15"ORA/A/ BA31/1/ 014-I0 NIN6EO 47RATE NYL0PLA5r4c EQtIAC) Ld Q Q r• TWO WORKING DAYS BEFORE YOU DIG 7a. (909) 678--7000 0 o CONSTRUCTION RECORD DATE BYL REVISIONS DATE ACC'D BENCH MARK S,CgLE Ste• Designed By Drown By Checked By lot � Drowing No. 3 E D WY e �40�jZ///l¢hVo •► oF�ssi��ti RECOMMENDED BY.• AATE: 7 o Cl T Y CF TEMECC�L A DEPARTMENT OF PUBLIC WORKS � 1110.0102 � M V � , SANG y�< � - t airitrortar P/P� oUn-&7-r • Per* *'"Pes Ho�rrzanto/ %4`; ��N oo G,.\. a �2.i .a2 A 2 �E V/SED GR�1 Dili( 1/U Tor LCT RR��4 17 �^ �,e �� �� �a4r �� � AccEPrED BY.• 4444L' ASI TE.- In7 Z Z �� o N� lALGS sEE sHEET No. SEE Na 245' o ,, CKsTRACT 23209 Q 1--03 E DDE ,e�T 1� N L h a n M star Exp.3-34.04 mcw I YID �O'tf3:_. - �- ! 4 'ADVE V 9E"CAl N1M� WALL w..r r * * AEr�urr a crag taF nuc wa�+rs CALLAWAY PARK N >q rN�a C ' P R c.E Alm X9744 , 9 .o os ! RA I N Cy F�L A 1`I She 2 of 2 �' Dlvh canyal�t�d �`:.`�' R.C.E. No. 2657 Expires o.3/3//0� LOT 221 PREF SE G D 0