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Home My WebLink About00-13_00-24 ' I GENERAL NOTES CONSTRUCTION NOTES I o 1. NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATIONS OF ANY UNDERGROUND STREET IMPROVEMENT PLANS FOR O "COLD MILL PAVEMENT(0'TO 2-)PER PLAN AND TYPICAL SECTIONS. UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES O CONSTRUCT RUBBERIZED SLURRY SEAL NOT CONSTITUTE A REPRESENTATION AS TO THE EXISTENCE OR NONEXISTENCE OF ANY . UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. THE O CONSTRUCT 2'AC OVERLAY ON PAVEMENT REINFORCING FABRIC. CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE 3 C PROTECTION OF ALL UTILITIES,PIPES OR STRUCTURES, WHETHER SHOWN ON THESE • 1305T77 PLANS OR NOT. ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL O CONSTRUCT 9'AC ON COMPACTED NATIVE BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE. O CONSTRUCT 11'AC ON COMPACTED NATIVE. 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR 6O CONSTRUCT It PVC,SDR-35,PIPE PER PUN AND PROFILE PUBLIC WORKS LATEST EDITION, AND STANDARD DRAWINGS. IT IS THE CONTRACTORS MAIN STi" EET RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. 7O CONSTRUCT 4' WIDE AC SWALE ON COMPACTED NATIVE PER DETAIL ON SHEET. 9. 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS O CONSTRUCT PCC GUTTER PLATE PER DETAIL ON SHEET 2. PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(909)674-3124 ext. 247 BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM MONDAY THROUGH FRIDAY. O REMOVE EXISTING AC/PCC PAVEMENT AND BASE MATERIAL 4. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH FROM 5 71 ± S/0 LIBRARY S T. TO I - 15 FREEWAY AS NECESSARY. CALTRANS TRAFFIC MANUAL AND W.A.T.C.H.MANUAL AT ALL TIMES DURING CONSTRUCTION AS APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO 00 SO 10 CONSTRUCT PCC CROSS GUTTER PER COUNTY OF RIVERSIDE STD. - SHALL REQUIRE IMMEDIATE WORK STOPPAGE. NO.209. \\/{ 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE 11 CONSTRUCT GRATING CATCH BASIN PER APWA SAD.PLAN 304-2 NECESSARY RELOCATION OF ANY UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL UTILITY PROJECT NO. 4176 O COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK, 1-800-422-4133 12 CONSTRUCT 18'RCP PER PLAN AND PROFILE. UNDERGROUND SERVICE ALERT. 13 CONSTRUCT TRANSITION STRUCTURE.PIPE TO BOX.PER APWA STD. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE PLAN NO.342-1,S-36% AND DETAILS ON SHEET 9. REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 14 CONSTRUCT PARKWAY DRAIN PER APWA STD.PLAN N0. 151-1 AND 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND COORDINATE FOR RELOCATION OF ALL EXISTING UTILITIES. THE DETAILS ON SHEET 9. CONTRACTOR MUST INFORM THE CITY OF LAKE ELSINORE OF ITS CONSTRUCTION 15 SCHEDULE PRIOR TO THE BEGINNING OF CONSTRUCTION. ADJUST MANHOLE TO_fRADE. 8 ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED 16 ADJUST WATER/GAS VALVES TO GRADE. AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL O BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISION 17 CONSTRUCT STANDARD RED CLAY BRICK SIDEWALK TO MATCH EXISTING. SHALL BE IN THE FORM OF'AS-BUILT' PLANS SUBMITTED TO THE CITY ENGINEER FOR -. BRICKS TO BE ON 4'SAND BED OVER 95%COMPACTED NATIVE MATERIAL ' APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. CROSSFALL OF SIDEWALK TO BE 2R TO CURB OR MATCH EXISTING. 9 ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION - 18 CONSTRUCT STANDARD RED CLAY BRICK ACCESS RAMP PER APWA SAD. G) SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. (41 PLAN NO. 111-2,CASE A, TYPE 3.BRICKS TO 13E ON 4-SAND BED OVER 9 ,z CENTERUNE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER AT THE PROJECT 4Y. 95%COMPACTED NATIVE MATERIAL COMPLETION BEFORE ACCEPTANCE IS GRANTED. v a l41 g 9E CONSTRUCT TYPE b'CURB PER COUNTY RIVERSIDE SM.DWG.N0.204. 10. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK CURB HEIGHT AND ELEVATIONS TO MATCH EXISTING. DONE WI SHEET SHEET PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT THE CONTRACTOR �• l I MUST PROVIDE THE CITY ENGINEER WITH A CERTIFICATE OF INSURANCE, 10 $ 11 VVV COVERING THE REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE WITH AN APPROVED SET OF IMPROVEMENT PLANS DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION. a T ST. PI LIAY 5T. S N Si. PE T. PROSPECT AWE l: �• a Um ty ST. PRIVATE ENGINEERS NOTICE TO CONTRACTOR AWE F FIlIT ST. PO Y MAI SU AVE N ST. A PECK ST. A �jz ST. r—ST. E� SHEET T SHEET SIGN NOTES: 1 UNDERGROUND UTILITIES AND STRUCTURES ARE SHOWN AS REPORTED OWNER OR OTHERS. THEY ARE APPROXIMATE IN SIZE, LOCATION AND EX SHEET SHE- SHEET SHEET STRIPING & TRAFFIC PENT. 2 3 & W-1 4, S-1 & 5, S-2 & 6 7 W-1 W-2 ❑j INSTALL TWO-WAY LEFT TURN LANE LINES PER CALTRANS 2 THE CONTRACTOR SHALL PRIOR TO STARTING CONSTRUCTION SAD.PLAN A206,DETAIL 32. UNCOVER ALL UTIUTIES THAT HE MAY BE CROSSING, OR LOCATION MAP PARALLELING TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. INSTALL CHANNEUZWG LINE PER CALTRANS,'SM.PLAN A20D, ANY CONFUCT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S SCALE: 1' = 400' DETAIL 3EL ATTENTION PRIOR TO CONSTRUCTION, OTHERWISE THE CONTRACTOR A24C INSTALL HANDICAPPED PARKING SYMBOL PER CALTRANS STD ASSUMES SOLE AND COMPLETE RESPONSIBUTY FOR ANY COST OF REPLACEMENT, RELOCATION, OR ADDITIONAL COST OF CONSTRUCTION - SHEET INDEX ❑4 RELATED TO UTILITY CONFUCTS. INSTALL MEDIAN ISLAND PER CALTRANS STD.A2B,DETAIL 29.L-30' 3 CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED ❑5 INSTALL NO-PASSING ZONE LINE PER CALMANS SAD.A20A,DETAIL 22 CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBUTY FOR JOB SITE CONDITIONS DURING THE COURSE SHEET # DESCRIPTION SHEET # DESCRIPTION 6 INSTALL PAVEMENT LEGEND PER CALTRANS SAD.A240,TEXT PER PLAN. OF CONSTRUCTION THAT THIS REQUIREMENT SHALL BE MADE TO APPLY OF THE PROJECT. INCLUDING SAFETY ALL PERSONS AND PROPERTY, T INSTALL PLAN. TYPE IV DIRECTIONAL ARROW PER CALTRANS SAD.A24A,DIRECTION I O CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, PER AND CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY 1 TITLE SHEET - STREET PLANS T-1 TITLE SHEET - SEWER AND WATER PLANS ❑6 INSTALL CROSSWALK.STRIPE(WHITE,It WADE). a AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE ❑9 INSTALL STOP BAR(WHITE,It ME). � PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING UABIUTY 2 MAIN ST. — FROM THE 1-15 FREEWAY TO 50't N/O FLINT ST. S-1 SEWER PLAN AND PROFILE — 16+00 TO 22+00 10 ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL TYPICAL SECTIONS AND DETAILS. INSTALL 4'WIDE WHITE PARING STALL LINES TO MATCH EXISTING S-2 SEWER PLAN AND PROFILE — 22+00 TO 27+00 DIAGONAL PARKING. 3 MAIN ST. — FROM 50't N/0 FLINT FLINT ST. TO 110't POTTERY ST. 11 INSTALL 4'WIDE BLUE PARKING STALL LINE TO MATCH ElOS1X4G UTILITY CONTACT LIST 4 MAIN ST. - FROM 110't N/O POTTERY ST. TO 179't N/O SUMNER AVE. W-1 WATER PLAN AND PROFILE - 10+00 TO 19+00 WSTALLDIAGON PARKING PAINT W PERCING cuRa BLUE 12 INSTALL 60'DOUBLE YELLOW PER CALTRANS SM.PLAN A20A,DETAIL 21. COMPANY CONTACT PHONE # 5 MAIN ST. - FROM 179't N/O SUMNER AVE. TO 79't S/O FRANKLIN ST. W-2 WATER PLAN AND PROFILE - 19+00 TO 27+00 3 REMARK EXISTING STRIPE FOR 100'. ELSINORE VALLEY MUNICIPAL LOREN SORBER (909) 674-3146 EXT. 259 6 MAIN ST. - FROM 79't S/O FRANKLIN ST. TO 91't N/O GRAHAM AVE. IE INSTALL SIGN PER PLAN. t WATER DISTRICT GENERAL TELEPHONE CO. MARILYN CRIPE (909) 929-9493 7 MAIN ST. - FROM 91't N/O GRAHAM AVE. TO 86't S/0 LIMITED ST. SO. CAL EDISON JACK HUTCHING (909) 928-8252 8 MAIN ST. — FROM 86't S/O LIMITED AVE. TO 71't S/O LIBRARY ST. SO. CAL. GAS CO. DAN ORR (909) 335-7828 CONTINENTAL CABLE BRIAN CATON (909) 270-3300 EXT. 3371 9 MAIN ST. - FROM 71't S/O LIBRARY ST. TO 571' S/O LIBRARY ST. LEGEND U. S. A. (800) 422-4133 10 STRIPING & SIGNING PLAN — MAIN ST. — FROM THE 1-15 FREEWAY TO 70't N/O FRANKLIN ST. F/7 _ COLD MILLING \ 11 STRIPING & SIGNING PLAN — MAIN ST. — FROM 70'f N/0 FRANKLIN ST. GRAPHIC SCALE TO 571't S/0 LIBRARY ST. — REMOVE /CONSTRUCT FULL DEPTH AC I � w ( IN M-T 1 I — REMOVE /CONSTRUCT PCC S/W OR PCC C&G O c > I IRcn- 4DO rL 5 i- ° Underground Service Alert REVISIONS APPROVED DATE m 1b THESE E AP HAVE BEEN REVIEWED FOR COMPLIANCE CITY � �KE T S � g0 NORRIS-REPKE, INC. OFESSI CAUTION: THE ENGINEER PREPARING THESE PLANS YALL NOT BE CIl 1 OF Lliiti ELSINORE SHEET 2 NTH THE APPROPRIATE CONDITIONS OF DEVELOPMENT � �� ppCD—ULTIND CIVIL ENDIN[[R� pQ1' IN Uy�� RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE ANu Call. TOLL FREE AND/OR CITY AND STATE LAWS AND HAVE BEEN \ "`" / AND LAND SURV[YDRG E``'µEN Rgrc rY� �/ .� µ PLANS.ALL CHANGES TO THESE PLANS MUST RE APPROVED BY THE FOUND ACCEPTABLE. " ^`�_ PREPARER OF THESE PLANS,AND THE OTY ENGINEER. STREET IMPROVEMENT PLANS IU _ p SANTA N ANA,CA. AVENUE 736 2S0 ES 3 ES 1-800 TR(71(711 979-G.39O27116J776 a No. .9.2 $ 422-4133 FAX()11)9732263 * cw.9 3a/a1 * SCALE: BENCHMARK euF -93-22 MAIN STREET OF HEETS �/J n AT RENT.OF A K h NFND AYE,011E 91 CDR. DO ' l Q� AS SHOWN OF TIE N1..u.5'YESn RY OF TIf QN.NTMM OF ~ TWO WORKING DAYS BEFORE YOU DIG '_— f'V�FOF CAl\F�� MAIN ST,3s•NMUEASMY OF A'W LOAMW 501, FILE No. CITY ENGINEER DATE 2 ZB-GIO aa�Y a A F1A A a®m salWAc N nc mr "TITLE SHEET _- DESIGNED BY:HCW DRAWN BY: M M CHECKED BY: WARRB/W.I ILCF. DATE DATE:FEB. 2000 DAIS 9193 ELEV.-117E95 1I S/B 1-15 �2d ON RAMP 0 0 iX x A �x z< _J EXIST�,A, t C:) 4— LO 77 _1111111yLL1 7_7777/zz]��/77777V7 + W) "777/ 3+39.2648 4+00 5+00 6+00 7+00 ST 8+00 9+00 Ice cn_ Uj 105*23"E . — 3 UJI 16 LLJ ~ids y —2'G LLJ -Z/ L-Z4 7- b p �7 ------ 05 EXIST.R/W Py MAIN ...... STREET S/B 1-15 U W_ OFF RAMP Ad C, 0 0 + W R :., .. + rLY WLY R 70' R/W 35' 35' •LOCATION AND WIDTH OF EXISTING CONSTRUCTION NOTES ► 12' 23, 29' 6' PCC PAVEMENT IS ONLY APPROXIMATE COLD MILL PAVEMENT(0-TO 2')PER PLAN AND TYPICAL SECTIONS. 2' t20' 2' CONSTRUCT RUBBERIZED SLURRY SEAL CONSTRUCT 2-AC OVERLAY ON PAVEMENT REIN EXIST• CONSTRUCT 11'AC ON COMPACTED NATIVE. ► IJ=ldlz/ F.S.P'ROP. CONSTRUCT PCC GUTTER PLATE PER DETAIL ON SHEET 2. F.S. !EMRVE_E�!TNG AC/PCC PAVEMENT AND BASEMATERIAL VARIES ADJUST MANHOLE TO GRADE. VA 2' 16 ADJUST WATER/GAS VALVES TO MADE. "OV11- Ar' 7q. q EXIST.FS TO 5 BE REMOVED v 9 U MAIN ST LEGEND Fs TYPICAL SECTION 8 PCCION EXIST.PCC PAVEMENT PLATEGTTER ► 7, 10+50 TO 27+00 3/B�.UP COLD MILLING E LY N.T.S. WLY CLY WLY R/W R/W R/W R/W EXIST. q 75' VANES 75'TO 35' CURB F77 — REMOVE CONSTRUCT PCC S/W OR PCC C&G 'w, VARIES 35'TO 50' -1 ► uJ ► J 12' 23' 1 28' 12' VARIES 0'TO 20' VARIES 15'TO 35' VARIES 13'TO 3a' - VARIES 4'TO 22' EPDXY -A &VARIES 1 SEALANT 2' 6' 6. VARIES IV TO 33' VARIES 11'TO 36'PROP. O ( 1 ® ® 1 I. FS #4 DOWEL X 6'LONG 8 010'O.C.CENTERED IN GUTTER PLATE.BOND DOWEL INTO EXISTING CURB WITH EXIST EPDXY SEALANT FS r, GLITTER PLATE DETAIL NOTE.- fLOF GUTTER ��N N.T.S. PLATE IS 0.67 (8-) T. GRAPHIC SCALE BELOW EXIST. TC. MAIN S PROTECT io TYPICAL SECTION EXIST. MAIN ST, T. SDWK&LANDSCAPING C&G 5+16± TO 10+50 TYPICAL SECTION D1 FM)fL 40+78 TO 51+32 27+00 TO 40+78 1 inch- 20 N.T.S. .T.S. UNA I I RIZED CHANGES Underground Service Alert REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE tN±20 R R:1,GR R E P K FE- INC.C. CAUTION: THE ENGINEER PREPARING THESE PLANS MILL NOT BE CITY OF LAKE ELSINORE SHEET WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT _L I _ CONSU—B CIVIL RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE Call: TOLL FREE AND/OR CITY AND STATE LAWS AND HAVE BEEN AND LAND SURV�ORS 2 0; PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE STREET IMPROVEMENT PLANS FOUND ACCEPTABLE. ISM ftrUSTISANrAANA.N AVEP"SUM 250 CA 91"5-IT,16 PREPARER OF THESE PLANS,AND THE CITY ENGNEER. 1-800 N.. C19"2 - MAIN STREET OF 16 BENCHMARK 11.0-22 422-4133 i.E.P.9/30/01 SCALE: AT TIC MT.OF WIN Sr. HEU AWL,4 THE W CR FROM 1-15 FREEWAY TO 50'± N/O FUNT ST. SHEETS & OF 4.5 WSMILY OF DE 0"IRME OF f AS SHOYM M'M NWHAS Y OF A'M LOQW SKN, TYPICAL SECTIONS AND DETAILS FILE No. TIM)WORK"DAYS WORE YOU DIG RJFY O'DONNELL DATE or I,k"l- 15, Aim CITY ENGINEER _20-19wo OF A FK AWOMD SWW IN THE TOP i DESIGNED Ift:HCW IDRAWN BY:DM CHECKED BY: OMD_ DATE DATE:FEB. 2000 0,,0"" TE 910 ELEV-1279.95 100 VC PI-1294.94 j 1290 1290 --EXIS; TC -E/O PR j + + Tw 0 .... ............... 1285 J C: 112 VC + -0 2 4- 4 n^A + ig N. L IT 4 nom + + IA 7- R--Q 3211% PROP. + D.A-SL 4 UJI z --EXST. I ....... . ...... ................... 1............0 2V-Il-C 717 - FL-sT 10+00 11+00 12+00 13+00 1 4+00 15+00 (n +w +w < v z 8 + IN T. + M 0 '0�ED -wo '0 EXIST R/W `�C —x- -ri C�11 -------- C) LO LO + CNI 2 + 0 ... ..... .... . LLJ 10.00 3 ...... ....... . ..... ..... 15 -+ . . :+.� .. . U) .. .... ................ 10+00.00 MAIN ST. - . ..... LAJ ... ......... UJI LAJ ....... .... UJ Ll L 5o+oo.00 niNT.ST. 16 (n ................... .. ........71 -17 y --- ---------- --- ----—x— ENS T.R;�- ------ ---- 8 6z- + o o, w OoOso 9 MAIN STREEt* 0 CONSTRUCTION NOTES LEGEND (D COLD MILL PAVEMENT(0'TO 2-)PER PLAN AND TYPICAL SECTIONS. GRAPHIC SCALE COLD MILLING CONSTRUCT 2*AC OVERLAY ON PAVEMENT REINFORCING FABRIC. REMOVE EXISTING AC/PCC PAVEMENT AND BASE MATERIAL AS NECESSARY. REMOVE CONSTRUCT FULL DEPTH AC @ CONSTRUCT 11"AC ON COMPACTED NATIVE ADJUST MANHOLE TO GRADE. IN FE ADJUST WATER GAS VALVES TO GRADE O CONSTRUCT POC GUTTER PLATE PER DETAIL ON SHEET 2. IS I inch- 20 fL UNAUMUNIZED DJANGES Underground Service Alert REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NORRIS-RERKE, INC. CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE CITY OF LAKE ELSINORE SHEET WTH THE APPROPRIATE CONDITIONS OF DEVELOPMENT RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE C...u—CIVIL ENEII�N.... W.. ^No LAND BURV", + ' —=+—J- 14 �;Lnu Call: TOLL FREE AND/OR CITY AND STATE LAWS AND HAVE BEEN PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE STREET IMPROVEMENT PLANS 3 1 01, C: FOUND ACCEPTABLE. 600 N.TUSTIN AVENUE SUITE 250 PREPARER OF THESE PLANS,AND THE CITY ENGINEER. 5 CA 11705-IT16 IF �r ALE: BE OF 16 1-800 SIC NCHMARK sw 422-4133 KrEv.9/30/01 IT WMT 0 S1 1,7 A*-Q 0111, MAIN STREET SHEETS AS SHOWN FROM 50' N/O FLINT ST. TO 110' N/O POTTERY ST. FILE No. TWO WORKING DAYS BEFORE YOU DIG ROY 0 OF 9DOiiEELt DATE LI(I= 2-zp--Zo 1.5 EASIMY OF A FK A 0119110$XW N THE TV CHECKED I DATE:FEB. 2000 D DRAWN BY: DM/M CITY ENGINEER DATE 1AI1 11W DESIGNED BY:HCW BY: OMD W.-1271.95 1 I � - — 1285z I 100 VC I 100'VC o. sT. I .._ �Z .... N -C— .. .. _ .... ...... LL N IT yW LL 3 N N li N LL - .. ...... m' -_... ..._ _...... N! Ifl l� T cn m -- • O O � N .44285 w fN "NO W ~ N� � N +O tap +N +OD ON Np + Obi 'w LULU+0 I^ .... -. .— s ... _ -• W tff2811 --- I -. - 100 VIC -. PI-1 8235 _ _ -L=6.6 ... t�tT RB ......-------- _ _ - a U W Yd IJ bl W t 2 1.1 6l 2 Ky O m rjq p A +N-- N)N - Op N _ W N .. _ tM40 — — ... 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F- e o- aaF9 a — — — — — BiVrBeN QR WIINERA6-y, o- — ---- �� R �- - a � a I I Ira! i n I MAIN n + O� i� l\ /b 1 I, I 3 t3 , \' i TR C� °° I Z� CONSTRUCTION NOTES o LEGEND a w a s 5� CONSTRUCT 11'AC ON COMPACTED NATIVE. 15 ADJUST MANHOLE TO GRADE F r GRAPHIC SCALE - O8 CONSTRUCT PCC GUTTER PLATE PER DETAIL ON SHEET 2. 18 ADJUST WATER/GAS VALVES TO GRADE. a zD 20 m ® _ COLD WILLING O9 REMOVE ENSTING AC/PCC PAVEMENT AND BASE MATERIAL I IN eeET U AS NECESSARY. I Inch- 20 Fc — REMOVE/CONSTRUCT FULL DEPTH AC F Underground Service Alert REVISIONS APPROVED DATE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE 4 1 6 WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT NORRIS-REPKE, INC. pI.OFES510� CAUTION: THE ENGINEER PREPARING THESE PLANS WLL NOT BE CITY OF LAKE ELSINORE SHEET � z ^No LATINA CIVIL EN3INEERe O w. 'r� RESPONSIBLE FOR OR UABLE FOR UNAUTHORIZED CHANGES TO THESE '-`g Coll: TOLL FREE AND/OR CITY AND STATE LAWS AND HAVE BEEN AND LAND BURVE o PAS ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE B I C p FOUND ACCEPTABLE. 600N.TUSTMAVENIASLIM270 ;3� �,� STREET IMPROVEMENT PLANS - i-BOO SANTA ANA,CA.9z70i37b PREPARER OF THESE PLANS AND THE CITY ENGINEER. tta CnA)9n-zz3D Na. CI9442 OF 16 422-4133 FAxC711,973-22A3 * E.P.9�� * SCALE: BENCHMARK mf A Y3-xz MAIN STREET BEETG ^ / AT TH:NT.W WW ST.!NfND ACE.,e M 31'COIL SHEETS g T110 WORKING DAIS BEFORE YOU DIG ��- �il�•"- S"/-D O Jr+ 0 AS SHOWN CF 11E NT.14.5''IESiFALY OF IW Ia1101►E OF RA o'DONNELL IK CALIF Ww sr.,as'Nol1EARmr ff A Flo LDANIc'sla, FROM 110't N/0 POTTERY ST. TO 179't N/0 SUMNER AVE. FILE No. DATE 2-2$'-Od 1.5•EASIBET N'A FK A 01110 SME N AE TW DESIGNED BY:HCW DRAWN BY: DAt M CHECKED BY: CITY ENGINEER WARREN W. 9442 OAIE DATE:FEB. 2000 ��E01y EIEY•1279.15 ....................... - EXIST. TC ....... a zi L/U F, ----------------- EXIST. TC T 1280 1- Ig A/2,4/2 z j;in 1280 L-5 t;w- ............ PROP. < 52 PROP.vc IL 4- � C4 PI-12 1.14 sla-i LOR -1285QZ V 12 U8 15 n In VC =Iz 9 it F. .8 ............ Z=m + fA -EXS 280 0 C ST.I L/4 I L/4 L/4 L/4_ E rz za. x47- 8 Z� Z............... 4 +N 1XI + W! & .612 LA lk + LL) 48 N� a; -1. ....................... sty tkm R--0.775% z 0 EYJ T. TC 1280 0i st 02 W; 0 tg 9 W/o ZLCT Lj 75'VC PI-12732 EAST. TC rZ ' -t. -�-------- A2 Adt - 029 0 Ij ........... .............. A PROP. FL M -:"! ............ ....... ..... R-1. SCALE HOR: 1;-20' VERT: '-4' 22+00 23+00 24+00 25+00 26+00 27+00 1 t2 FRANKLIN ST. 0* .4:::� C U0 0 SUMNER E. -4/7-'. �. n N J Q 46 0. 0 10 0t rc �.N A 0 a 9+z It Z 9--"- I I 1 9 R ; Qj EAST.R/W L + tx m i;5 4R 77 77- E)IOS4" /w ---------- L 0 -CR F- L--- 777 1 77-7'L '.777 7+Z; ......... .... ..... . -- — — — — — — — — — .... .... Z. 78. 1JA I ST. -.............. ... .... 7q ... ..... ..0 . ... ..... .. ... .... + p- to 2+OC ................... . .. a ... ........ ......... ............ C-4 T7 ..... ....... ... ... ... DOI -... .: -: -+' V) r ... .:.::.: �0-'�..... .. .... v ....... . ..... ..... .4 U-1 Li UJI .... . . .......... 77777:7?-7- ............ -70+00.00�UMNEO�AV��'� fiP. .. ... ...... . . ... . ... ... . .... LLJ 9. 30 SYA .. .... .... ..... .:... ...I.--.. .. 1-1 .._% % , . .. . :1 ..... .......-...... ........-... 1 0, �.' ..... ......... FRNY(tIN St LJLJ ... ....... .. . �1- .:- .'+'--'+ SAWCUT& ..... .... ..... ERA En < ... . ... ... ... .... .... .... .. -T- -7 — — — '�7 'ONO O - ------ -------ram--- 7� ONSTRUe'nON NOTEST —�inST BJJI,�LX EXIST. -X—X 2 If CONSTRUCT RU ZED SLURRY SEAL 0 6 CONSTRUCT 11' C ON COWACTED NATIVE. f 1� m MAIN ow STREET w1- 0 CT PCC GUTTER PLATE PER DETAIL ON SH e +z 06 CL �q OR z /LEGEND EET 2. W. + REMOVE OUSTING AC/PCC PAVEMENT AND BASE MATERIAL AS NECESSARY. z C SCALE< GRAPHIC COLD MILLING CONSTRUCT PCC CROSS GUTTER PER COUNTY OF RIVERSIDE SM. NO.209 ADJUST MANHOLE TO GRADE. REMOVE/CONSTRUCT FULL DEPTH AC 18 ADJUST WATER/GAS VALVES TO GRADE. IN FEET)ft I inch - 20 PCC CROSS GUTTER APPROVED DATE Underground Service Alert REVISIONS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NORRIS-REPKE, INC. UNAUTHORIZED CHANGLS NTH THE APPROPRIATE CONDITIONS OF DEVELOPMENT VE CAUTION: THE ENGINEER PREPARING THESE PLANS VALL NOT BE CITY OF LAKE ELSINORE SHEET 0 0 z Call: TOLL FREE AND/OR Cl ca.m.—c-, W. Yl �.-BLE FOR OR UABLE FOR UNAUTHORIZED CHANGES TO THESE TY AND STATE LAWS AND HAVE BEEN No LAND EIUIRV CRS FOUND ACCEPTABLE. 600 N.TUSTIN AVTKIA 5WUrMTE ZSGO PLAN ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE STREET IMPROVEMENT PLANS 5 1-800 ANITAr CA 91715-17," PREPARER OF THESE PLANS,AND THE CITY ENGINEER. (Z�"3__ - N� CIIN42 SCALE: BENCHMARK Mf—22 422-4133 1A OF 16 mw/— REP T it Ep.9/30/01 AT X NT OF WM ST+&NEM AVL'0 DE Sw mt MAIN STREET SHEETS SHOWN 4. 1 5 015MAKESAMSIEF00"OFMA C MWOKISIM. FROM 179'± N/0 SUMNER AVE. TO 79'± S/0 TWO WORKING DAYS BEFORE YOU DIG R Y OAD�O)N-NELL AS OF A FK A OWn UM IN THE RIP FRANKLIN S FILE No. DATE DESIGNED .1. CHECKED BY: WAMIE#/W.M�rE ENGINEER DATE OF QMIL [DATE FEB. 2000 DATE 9,M BEY.-127&95 HEALD AVE. 0 5R 0 .9 0 m + + 0 EXIST.R/W EXIST.R/W ........... +20.69 MAIN ST. C) Ljr) C) — — — — HEALD AVE.(E)C L0 V + ........ C14 1-- to LL_ L0 . C14 QJ 0 28+110 29+00 30+00 FI-9 _ N19'"12*E 31+00 32+00 Cn - - - - - -I- - - - -I-T- - - - 1 _ _ _ i - - - ! - - -1 Cn LLJ LLJ (I ST. LLJ ILLJ LLI 2 STA. 30+10.69 MAIN ST. ...... 2 m = ;z HEALD AVE. (W)(L IN LLJ Cn WI: SO LLI ILLJ —jR ARANDEA! 0 A R'h D04-4DR-A4140�L \ ( \ LLJ En EXIST.R z 28 _ T' 0+,0.6. ST. x7 x I , X-- --------�_ ......... T,7 7 EXISY11R/W L &JOINT tia I I I F Z o MAIN m STREET z +-V mma io 0 PECK ST. 0 zIyO+J NZ EXIST.R/W NOTE: ................. ....... DO NOT SLURRY DECORATIVE BRICK -4 CROSSWALKS OR BANDING. !—I I , XIST.R/W 1E U') + '_ 0, / \0 C14 5�1 + 10 CD 33+ .69 MAIN ST.- 0 0:: PEST (E)q_INT. 9 2 33 $0 1 2 34+00 35+00 LLJ — N 19'03 4 E LLJ Lij - T T < _EXIST. q ST. LLJ U) 7:77fL 7\xN I Uj CONSTRUCTION NOTES 24 24"SO C/) CONSTRUCT RUBBERIZED SLURRY SEAL ��,. ` 33+50.69 MAIN ST. T. S CONSTRUCT 11" AC ON COMPACTED NATIVE. LU \— \ '\ \\ Q ST.(W) ,IN_ X EXI R/W mm LEGEND MAIN I I I STREET 11*AC ON COMPACTED NATIVE ow GRAPHIC SCALE o 1. 30 IN FEET I inch- 20 ft. Underground Service Mart REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE N RRIS-REPKE, INC. UNAUIHORIZED CHMGES CITY OF LAKE ELSINORE SHEET WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT N CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE z Coil: TOLL FREE AND/OR CITY AND STATE LAWS AND HAVE BEEN C-NEULTING CIVIL ENGINEER. RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE (W>No L^mo SURVEYORM W PLANS.ALL CHANGE TO THESE PLANS MUST BE APPROVED BY THE STREET IMPROVEMENT PLANS 6 FOUND ACCEPTABLE. 6W N.TUSTIN AVENLIE SUITE 2W I 'SA AN A,,C A�192 10 5-I 116 i2 PREPARER OF THESESPLANS,AND THE CITY ENGINEER. 16 1-800 MIM42 - — OF SCALE: BENCHMARK -#A 2 422-4133 Ew.9/30/01 AT 1W MT.OF MAM ST,&WAD AWL,0 THE SIF 001t MAIN STREET SHEETS r-1-08 AS SHOWN 0'WSI91_1 IF M IEI"IW IF OF CW AMWASUILYOFANOLOWICsQ, FROM 79'± S/O FRANKLIN ST. TO 91'± N/O GRAHAM AVEI FILE No. Two WOW" WORE YW DIG LL DATE 2-29-tno OF MW OF A FK A GIED SWW IN DE TOP DESIGNED BY:HCW M iCHECKED BY: OMD CITY ENGINEER WAMItEN 1 19442 DATE DATE:FEB. 2000 DATE 9/93 E0.-1279.95 1 N I 2 y6 I Y O � GRAHAM AVE. w PROSPECT AVE. . .� 'I � f - ao � � - ----- -� W --_—..._.._ EXIST.R/W EXIST.R/W ......... ,7 ...... --�._ �n 1 Z — ---- — — I O 2 36 91.05 MAIN ST. - \ �/ \ \ — i + Z Q na0n 00 CRAH� 5T. INT. ! I 15 1 To N W Z I - 7+00 Y -38 00 N 19.03'47'E - - 1 ram- 2 �� 3 16 TYP. �— 4 Q J 8SILLI = __ S ... ... ._ .. 40+00 - N 00 2 "�- Q -� 12��--. 40+31.21 MAIN SL = O LyJ J W y \ 'T \ \ \ r — — — — — — — — SULPHUR ST. INT. / n LILJ W N U -I .._ µ_ I — — — — — 2 PROSPECT MAIN L I _ ?m }'' \ I PROSPECT AVE QINT. 1 M W Imo- XI I T �f T T EST.R I i I I F e MAIN m STREET m SULPHUR ST. rLiz a 4 U N O V N O W g`In a� In �a I + pIt y co NOTE: r DO NOT SLURRY DECORATIVE BRICK I --X E XIST.R/W CROSSWALKS OR BANDING. _.......... - - , 44+� 1 U3 � En N 3 C.DE 1 15 \,,a 00 43+DO 4 W N N I W*4Y E — — m W 3 2' W _ 1 CONSTRUCTION NOTES �� 1 Q = �� -�. 43+07.16 PT. - � -.'�' R w MAIN ST. / `W = 1 n M' / Q � O1 COLD MILL PAVEMENT(0-TO 2')PER PLAN AND TYPICAL SECTIONS. 9 1 LJ CONSTRUCT RUBBERIZED SLURRY SEAL CC CONSTRUCT 2"AC OVERLAY ON PAVEMENT REINFORCING FABRIC. Z T CONSTRUCT 9'AC ON COMPACTED NATIVE _ C TI ( 37 �R1--.../ ADJUST MANHOLE TO GRADE ADJUST WATER/CAS VALVES TO GRADE. ( LIMITED AVE. MAIN 0- STREET 1 LEGEND I ® — COLD MILLING — REMOVE/CONSTRUCT FULL DEPTH AC GRAPHIC SCALE 10 10 M b ( F6 1 Inch- 20� 20 It. � Underground Service Alert REVISIONS APPROVED DATE UNAUTHORILED CHANGES THESE PLANS HAVE BEEN REVIEWED FOR COMPLANCE �� / ' �NORRIS-REPKE, INC. pFE5S10 CAUTION: THE ENGINEER PREPARING THESE PLANS WALL NOT BE CITY OF LAKE ELSINORE SHEET gwoo CoN 6 WA1H THE APPROPRIATE CONDITIONS OF DEVELOPMENT Q0. N AND LAND CIVIL ENAINCeae o w. 'W� RESPONSIBLE FOR ES TABLE FOR UNAUTHORIZED CHANGES TO THESE L B .= Call: TOLL FREE AND/DR CITY AND STATE LAWS AND HAVE BEEN b•e' AND LAND RANI SLATE ,,Q�'eEN '�<f*c PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE B FOUND ACCEPTABLE. „ g ^' PREPARER OF THESE PLANS,AND THE CITY ENGINEER. STREET IMPROVEMENT PLANS 600 N.iVS7TN AVEMIE SUITE 270 �3 GG 6ANTA ANA,C1t 92705-]736 16 1—VOO TH.(TII 973-i730 No. C19N2 '� �F 422-4133 FAx X9732263 # Ev.9/30/a/ * SCALE: BEN MHOF�n4�"E'0KA� MAIN STREET SHEETS u OF TIE NT,,a5''IESIIXY a<TIE CDOUANE OF g �p (9d• -,�• TIf co si��f�ckE\\opt` ns sI+oEWr �ST,asNmausmYOF Ywto�nlc SON, FROM 91't N/0 GRAHAM AVE. TO B6t $/0 LIMITED AVE. FILE No. TWO WORKING DAYS BEFORE YOU DIG RA O'DONNELL DATE � —'_� 1.5,EASEAIT MR 6 IK DRIm SOINYE N M TOR DESIGNED BY:H DRAWN BY: CHECKED BY: CITY ENGINEER wArErlw.naN'E Rce DATE DATE:FEB. 2000 o�Aff 9 OEv..,sXLEs C70- I SURVEY L -Ts EP WAIN + z L z ................ i 21�5 S-0.010 5-0 Ulu 5.U.UlU 1295.25 A S-0.010........ ...... ........ ------------ ------..................................................................... o TG ................ ................ ..................... -------iRv-1288., T --j4N2V,5.5.00 ---4LLc.AOn0J —— — — — —129 2.33 INV. - INLET111 99.I..NV N ---42*4NLET M.,W INV. GONST97-V IVPVG.. ........ ........... ... T CONS. LF 12"PVC -L SDR-35 INV. ........ . wc� —112299-s — — — — — - - — — — - - — — — — — O I F CONST.O 110 Imm WA PARKYI)R Mc PIPE T ---1-2-9t- .............-................. ............. ..................................... ......... ........ SC H S VERT. 0 +50 45+00 46+00 47+00 48+00 49+00 y 1 0- CONSTRUCTION NOTES L:o� A' 0- ;A 2L tv COLD MILL PAVEMENT(0-TO 2')PER PLAN AND TYPICAL SECTIONS. Itl 0o SCALr 1' 20- o o O CONSTRUCT 2*AC OVERLAY ON PAVEMENT REINFORCING FABRIC. tv o CONSTRUCT 9'AC ON COMPACTED NATIVE. 0 u) S. UP CONSTRUCT 12-PVC,SDR-35,PIPE PER PLAN AND PROFILE (Zo I *- AR Q T 0 0 00 . . i L .L�l ; 00ST K,2,-c to�0, A,% 07 CONSTRUCT 4'WIDE AC SWALE ON COMPACTED NATIVE PER DETAIL R/w + t5 ON SHEET.9. + .8 -H ip \ZW ^� - 4m_- w:E I L IL 11 + )10 w 0 c; CONSTRUCT GRATING CATCH BASIN PER APWA SM.PLAN 304-2. V >1 12 CONSTRUCT 18*RCP PER PLAN AND PROFILE. 13 CONSTRUCT TRANSITION STRUCTURE,PIPE M B0)(4 PER APWA SM. 5� J p / $ 6 \ _ PLAN NO. 342-1,S-36-,AND DETAILS ON SHEET 9. 41 7 q 14 WAY DRAW PER APWA SM.PLAN NO.151-1 AND 0 CONSTRUCT PARK lt!;T, M DETAILS ON SHUT 9. --v 15 C L�Aj ADJUST MANHOLE M GRADE. million 16 ADJUST WATER/GAS VALVES TO GRAM EX$;L 5 17 CONSTRUCT STANDARD RED CLAY BRICK SIDEWALK TO MATCH EXISTING. ram4— .�47 BRICKS To BE ON 4'SAND BED OVER 95%COMPACTED NATIVE MATERIAL + CROSSFALL OF SIDEWALK TO BE 2%TO CURB OR MATCH E)GSTING. —A 18 CONSTRUCT STANDARD RED CLAY BRICK ACCESS RAMP PER APWA SM. C PLAN NO.111-2,CASE A, TYPE 3.BRICKS M BE ON 4-SAND BED OVER P) 0 1 9 COMPACTED NATIVE MATERIAL EAST.R/W PT. I /5% SI. 18 CONSTRUCT TYPE*D*CURB PER COUNTY OF RIVERSIDE SM.DWG.NO. 204. CURB HEIGHT AND ELEVATIONS TO MATCH EXISTING. 13 6D f cl) 0 po LEGEND 0 IR MAIN GRAPHIC SCA11 1, STREET 18 COLD MILLING 17 F7/7 II I IN FEET IL • 0 - 2o v) REMOVE CONSTRUCT FULL DEPTH AC C) inch 19 Underground Service Alert REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPUANCER1N 0 CITY OF LAKE ELSINORE SHEET WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT _1�j: I�K CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE &_�NC. A TOLL FREE AND/OR CITY AND STATE LAWS AND HAVE BEEN rlo.m.LAN.BURVIlIxoRm N.... 'k W. RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES M THESE 8 FOUND ACCEPTABLE. 600 N.TUSTIN AVENUE SUITE 2W PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE STREET IMPROVEMENT PLANS Coll: PREPARER OF THESE PLANS,AND THE CITY ENGINEER. 31'37'54' 1187.7� 96.3V SANTA ANA,CA.92705-3r36 0 F 16 1-800 T&M 2-27230 N.. 091 ,3 22 — 360' :F4�' =2621 SCALE: BENCHMARK .81 AT 71E MT.OF III ST+&WALD AVE,6 TIC SW MIL SHEETS -ND-. DELTA RADIUS LENGTH TANGENT' OF IM INT�514.5'111I OF H CDMKK OF 30-59-02- 194.68' 99.78' 422-4133 it EV.9/30/01 AS SHOWN MAIN STREET TWO WORKING DAYS BEFORE YOU DIG RAY() -ZIP-00 IIIAII ST. NI OF A'110 LOADW SIM. FROM 86'± S/O LIMITED AVE. TO 71' S/O LIBRARY ST. FILE No. DATE ISEII OF A FK A 015M WAMM#I THE TOP CURVE DATA I DESIGNED BY:HCW 1DRAWN BY:DM/MM ]CHECKED BY: OMO CITY ENGINEER WAIMEN W.REPKE &ff.19442 DATE DATE:FEB. 2000 OF DA72 Mq/m ELEV.-1279.95 I � SWALE z AAPPWA SM. C PUN NO.311-2 V� •?o. T / i Q 0��5X o — - 8 N ' =a 0.25' xa /4VARI 4Oc•N 0.1 Q6Q' Wks S FOR ADDITIONAL 5% INFORMATION,SEE AC 6 S \fF—' SWALE DETAIL HEREON. �? + \? } .R('�/yyM TR EXIST.. 1IM SLOPE .25' J O 2:7 (MAX Do l TO JOIN EXIST.NG O 0 SURVEY ��<- So GG E" �`� i6 > x AC SWALE DETAIL VI N 25'5035 W _ _ 57+00 <- L`' ` — -=--- �J N.T.S. GRATE BASIN DETAIL z —�--N2OlD'r43•W 52+00 N.T.S. w —�-- 0 3 _ --- _ X_ __.._:_. EmST.R - CONSTRUCTION NOTES EXIST.EP -Y...__..-------�f---k - . .. /W COLD MILL PAVEMENT(0'TO 2')PER PLAN AND TYPICAL SECTIONS. MAIN .o ASTREET O3 CONSTRUCT 2'AC OVERLAY ON PAVEMENT REINFORCING FABRIC. CONSTRUCT 9'AC ON COMPACTED NATIVE. / I CONST. 10 LF v7 ARKWAY 14 PIPE TO BOX TRANS. P * DRAIN N m REMOVE&REPLACE BRICK O 2N i CORNER RETURN✓k ACCESS FRAME k COVER PER 1. RAMP WITH STD.UNGLAZED APWA STD.PLAN NO. 152-1 0 CLAY BRICK(RE)).PATTERN CONST.BRICK WALK TO MATCH EXIST. — ON 4'SAND BED — 7� W/PLASTIC MOISTURE BARRIER 12 18'RCP € — _ � ° �7F w 12'SO CUR. 4' REFER TO APWA STD.PLAN NO. I '9P EP 9 OPENING 151-1 FOR STEEL✓k ADDITIONAL S-0.020 'c f w a e INFORMATION O ° ° ae 1/2'CHAMFER-1/7 HAMFER A�428'35' ao -ad a - ° ° FOR REINFORCING k ADDITIONAL INFORMATION,SEE APWA STD.NO. 342-1 AND SHT.N0.8 I � � LEGEND � 14 ® — COLD MIWNG PARKWAY DRAIN ACCESS DETAIL N.T.S. — REMOVE/CONSTRUCT FULL DEPTH AC PIPE TO BOX TRANSITION �1 GRAPHIC SCALE N.T.S. b � IN FEET) = 20 1 Inch 2D ft � V Underground Service Alert REVISIONS APPROVED DATE UNAUTHORIZED CHANGES ` GAT F THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT NORRIS-REPKE. INC. QpO1ESSI CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE CITY OF LAKE ELSINORE SHEET g tiCONSULTNO CIVIL CNOINEERO 'F( Coll: TOLL FREE - AND/OR CITY AND STATE LAWS AND HAVE BEEN ( 60D LAND BU 4ASWU a 1�`'Ef'N w p�S�CHANGES TO TTHESEE POR uns MUSTZBE APPROVED BYTHE STREET IMPROVEMENT PLANS tg$ FOUND ACCEPTABLE. NXIN TUSTpI AVB•A1E Sl/ITE ZDD ;3 T PREPARER OF THESE PLANS.AND THE CITY ENGINEER. ,6 N 1-800 SA TA s�i-u�me-7ne N.. 09442 = 422-4133 FAX(714j9Ti2T63 SCALE: BENCHMARK -F. -:: OF p pp Ery.9/30/01 * AT THE WT.6 WN ST..W WAD AVE,a 11E SW'Mt MAIN STREET SHEETS 5 /1•�•x- C�C?sk--._�-.° .�-/-OO / .r+w e} � AS SHOWN 611E Ni.14-1'W1TIR-1 IF TIE 0 1E 141111 OF TWO WORKING DAYS BEFORE YOU DIG AT O'DONNELL DATE _ DF fAUf� ILw s1,xa'NxnEAS79kY 6 A*NOIG"C SON. FILE No. CITY ENGINEER -'� a Y 6 A FK A CN M D 59AME N 11E UP DESIGNED BY:HCW DRAWN BY: M FROM 71't S/0 LIBRARY ST. TO 571't S/0 LIBRARY ST. 191 CHECKED BY: WAMIB4 W.RE►lE ELE. DATE DATE:FEB. 2000 DATE9 3 EILV..1279.95 d, -1I I d I � 0 S/B 1-15 z ON RAMP 5 1 FLINT ST. o / , F 1 4n 44JJ � :ems l"ays+e8 N ✓ r 9 n N N O - - 10 00 N _ _ J _ Lj Ndgb Av - 1-- • cn -- ------N N --- -� - � ..=,•-rt--- S - - - < - - T 6II � F- -1S/B 1-15 1 ? , 13 II , I OFF RAMP MAIN STREET Efi I � STRIPING & TRAFFIC SIGN NOTES: n STRIPING GENERAL NOTES: INSTALL TWO-WAY LEFT TURN LANE LINES PER CALTRANS�j SAD.PLAN A208,DETAIL 32. 1. TRAFFIC STRIPES,PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS (RPM'S)PER CALTRANS TRAFFIC MANUAL,DATED 1997,STANDARD PLANS AND ❑5 INSTALL NO-PASSING ZONE LINE PER CALTRANS STD. A20A,DETAIL 22. STANDARD SPEgFlCATIONS 84 k 85 DATED JANUARY.1995 AND AS MOST ❑6 INSTALL PAVEMENT LEGEND PER CALTRANS STD.A240,TEXT PER PLAN. RECENTLY REVISED. 2. TRAFFIC STRIPES AND MARKWGS SHALL BE THERMOPLASTIC. 3. STRIPING OR PLACEMENT OF RPM'S SHALL BE CAT TRACKED AND APPROVED ❑8 INSTALL CROSSWALK.STRIPE(WHITE, 12'WADE). BY THE CITY TRAFFIC ENGINEER PRIOR TO FINAL INSTALLATION. �9 INSTALL STOP BAR(WHITE,12'WIDE). 4. TINE DB 2-WAY BLUE REFLECTIVE MARKERS SHALL BE INSTALLED I ADJACENT TO EASTING FIRE HYDRANTS WITHIN THE LIMITS OF THIS 12 INSTALL 50'DOUBLE YELLOW PER CALTRANS STD. PLAN A20A,DETAIL 21. PROJECT PER STATE AND CITY STANDARDS. I 13 REMARK EXISTING STRIPE FOR Y00'. ;�.. �a POTTERY ST. 6 13 SUMNER AVE. I p Lt � — LJ SL 12 L — I O _ �� - - I 1 I ar ' 4"A� — I i I,, y ) L — — -� — I - L y ?Y1- C0,4 9 oy - - - - - - - - = - - - - - - - - � - -° - - ___= d N N 0 8 8 0 W LAJ O - - H o - o - �- - — - F- —� 23 OD 8 n - - - N N W LLj J Q N N 6 B iYy M J V' M � _ � � - - -�— 7 T_— vN - - - ° - --- - Q ST - - tp. --....._ - ,-IL�I �TM�i- \ - --- •:.TT x i i ---- -� S > I - ---- -----' - �= _--- _ _ 4 1'T 1 �N -IT — 'I ' I_II � " j I > I I 4 a OP 13 I I II12 Eh MAIN Ell STREET i I GRAPHIC SCALE I ( IN FEET) 1 inch- 40 tl R Underground Service Alert REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE �� z ` / m� jrr�' �iNORR16-REPKE, INC. °FFSSI CAUTION: THE ENGINEER PREPARING THESE PLANS WALL NOT BE CITY OF LAKE ELSINORE SHEET 1 WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT ��,/�� CONDUL"Ne CIVIL ENeINEERS vQ0. w.UyY� RESPpIS BIE FOR lNi LIABLE FOR UNAUTHORIZED CHANGES TO THESE ` E ti Call: TOLL FREE AND/OR CITY AND STATE LAWS AND HAVE BEEN I�LD�d AND LAND SURVE OR ^��pEN RFeffc PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE 10 B FOUND ACCEPTABLE. sANiA ANu � ' J e *� STRIPING AND SIGNING PLANS p 600KNSTIIJAVBJUESUITE230 3 PREPARER OF THESE PLANS,AND THE CITY ENGINEER. c 1—800 T8(/14)973-22]0 ^• N.. C19N2 '° OF 16 FAINm1j 973.2263 # Ew 9/3D�D1 * SCALE: BENCHMARK sw•-93-�: MAIN STREET 422-4133 � AT NE O LIMN,a MEND AEE,a TLE A aR SHEETS AS SHOWN a THE:Ti'ML 1151NSTEiLY O TE a111DWE I1 EI�IF° WM ST.,as'NWIIWTEILY OF A Ta LWW$0, FROM THE 1-15 FREEWAY TO 70't N/0 FRANKLIN ST. FILE No. Two WORI"DAYS BEFORE YOU DIG RA O'DONNELL DATE I.S'FAS1OLY O A RL A—0 BBMK M 11E TOP CITY ENGINEER wAWa+w.ReLv; R.CE.1fM2 DATE DATE:FEB. 2000 DESIGNED BY:H W DRAWN BY: M CHECKED BY: DATE B 3 ELEt-1271.95 I � m 4 13 3 11 10 10 5 10 3 FRANKLIN ST. HEALD AVE. PECK ST. 5 ' " '° '° ''° p'° GRAHAM 13 AVE.in zZ7n 13 I I ( ( g I � o I �� I /�/ LI _� l G i l I I I o N •p —� —== _=�— �_—__� Nis e N — 2 0 —r- — 30+00 • g 8 31+00 32+00 33+100 134+00 �. o (n p —1 +- _ _ _ +00 +00 _ 7+00 3 J Cn N 8 LAJ <: c? _ I TOP//i �.� ��.�V I1 II s II I a 9 8 W T, 6 I m z� * * �I I I I ) �., � I I I I I 6 � I . I + I 8 M W 1 I 12 i N N 1 I t p 13a mad 10 3 N ( � 10 MAIN 0. STREET R.M. STRIPING & TRAFFIC SIGN NOTES: MOUNTAIN VIEW r El IINTSDTA O-�Y�LEFTLTURN LANE LINES PER CALTRANS S .PLAN koo ❑2 INSTALL CHANNEUZING LINE PER CALTRANS STD.PLAN A200, AVE. L o 32. \ i �/ ; DETAIL38. / INSTALL HANDICAPPED PARKING SYMBOL PER CALTRANS STD A24C STRIPING GENERAL NOTES: INSTALL MEDIAN ISLAND PER CALTRANS STD.AN,DETAIL 29.L-30' ❑5 INSTALL NO-PASSING ZONE LINE PER CALTRANS STD. A20A,DETAIL 22. 1. TRAFFIC STRIPES,PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS ,- (RPM'S)PER CALTRANS TRAFFIC MANUAL,DATED 1997, STANDARD PLANS AND 1 ❑6 INSTALL PAVEMENT LEGEND PER CALTRANS STD. A24D,TEXT PER PLAN. STANDARDSPECIFICATIONS 84 I.85 DATED JANUARY, 1995 AND AS MOST - ❑7 INSTALL TYPE IV DIRECTIONAL ARROW PER CALTRANS STD. A24A,DIRECTION 2. TRAFFIC STRIPES AND MARKINGS SHALL BE THERMOPLASTIC. PER PLAN. 3. STRIPING OR PLACEMENT OF RPM'S SHALL BE CAT TRACKED AND APPROVED INSTALL CROSSWALK.STRIPE(WHITE, 12-WIDE). BY THE CITY TRAFFIC ENGINEER PRIOR TO FINAL INSTALLATION. �9 INSTALL STOP BAR(WHITE,12•WIDE). 4, TYPE DB 2-WAY BLUE REFLECTIVE MARKERS SHALL BE INSTALLED ADJACENT TO EXISTING FIRE HYDRANTS WITHIN THE LIMITS OF THIS 10 INSTALL 4'WIDE WHITE PARKING STALL LINES TO MATCH EXISTING PROJECT PER STATE AND CITY STANDARDS DIAGONAL PARKING. S�i.t<z� / Ma'xO 11 INSTALL 4•WIDE BLUE PARKING STALL LINE TO MATCH EXISTING AF C' DIAGONAL PARKING.PAINT FACING CURB BLUE. yyy 12 INSTALL 50'DOUBLE YELLOW PER CALTRANS STD.PLAN A20A,DETAIL 21. 73 REMARK EXISTING STRIPE FOR 100'. N'� � // I • I _ `Lj 4 C7 14 INSTALL SIGN PER PLAN. 6 11 10 3 w-*� r- 71 10 5 m a /O / N PROSPECT- 4� � / / Off 5 a m I F I AVE. I I I I I I I I I 13 °o o � J co +� - jL ==_ - ——_� • LIBRARY ST. 9 e R 1000 i I m 1 tun00 39160 T 40+00 — 41+00 — 42+00 % y LLI Ft LLl 1 —I — I — — 5N pGRAPHIC SCALEx _ ' IT 6 44 MAIN STREET ,3 IN FEETo ft. ) p r 161-PHUR 4 1 inch= 4 ST. LIMITED AVE. Underground Service Alert REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPUANCE UNAUMIZED CHANGES , Z WITH THE APPROPRIATE CONDITIONS OF DEVELOPMENT �aNCIRRIS-REPKE, INC. QpOfESSIOy CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE CITY OF LAKE ELSINORE SHEET _ c CONSl1-0 CmL ENGINEER. p W, '2! RESPONSIBLE FOR OR UABLE FOR UNAUTHORIZED CHANGES TO THESE 'n Coll: TOLL FREE a •ice AND/OR CITY AND STATE LAWS AND HAVE BEEN AND LAND BURVESUM PLANS.ALL CHANGES TO THESE PLANS MUST BE APPROVED BY THE STRIPING AND SIGNING PLANS B FOUND ACCEPTABLE. ^`/s^.. PREPARER°F THESE PLANS,AND THE CITY ENGINEER. !DO N.7VSTIN AYENIIE SUITE 27(1 �3 1-800 T M)973-2230 6 s N•. C9N2 a MAIN STREET OF ti 422-4133 FAx ))snzze3 SCALE: BE11 NCHMARK MI-11 AM Sl t%I*0 K 11 16 E224 �[ E.F.9/00/01 61111W OF As sHowH ww n"is4xaac^s �a^ L vu SHEETS t1YD WORKNIG DAYS BEFORE YOU DIG Y O'DONNELL EDF CAU FROM 7O't N 0 FRANKLIN ST. TO 571't S 0 LIBRARY ST. FILE No. ei DATE � -f� 1.5'FASIDRY OF^Fl4 A D/91ID SWME N M lOP DESIGNED BY:M W DRAWN BY: CHECKED BY: D CITY ENGINEER WANIEN W.� .t DATE DATE:FEB. 2000 why'y3 OEV.•12R% (