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HomeMy WebLinkAbout05-160 - 167GENERAL NOTES 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCH 770N OF ANY UNDERGROUND U77LI TY 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 NOT CONS7777J7E A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCA 770N, NOR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURES WI THIN THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAU77ONARY MEASURES FOR THE PR07EC77ON OF ALL URLI TIES, PIPE OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY DAMAG EQ: DURING THE PERFORMANCEERORMANCE OF THE ORWK SHALL BE REPAIRED OR REPLACED TO THE SA 77SFAC77ON OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE. 2 ALL WORK SHALL CONFORM TD CITY CODES, STANDARD SPEC/RCA 77ONS FOR PUBLIC WORKS LA TEST ED / 77ON AND STANDARD DRAWINGS IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH 7HESE STANDARDS AND CODES AT ALL TIMES. J. THE CONTRACTOR SHALL N077FY THE CITY PUBLIC WORKS INSPECTOR FORTY -EIGHT (48) HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPEC77ON AT (714)674 -3124, EXT. 25, BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M., MONDAY THROUGH fR/DAY. 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CAL TRANS 7RAFFIC MANUAL AND WATCH MANUAL AT ALL 77MES DURING CONSTRUC770N AS APPROVED BY QITY ENGINEER OR HIS REPRESENTATIVE FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. S IT SHALL BE THE RESPONSIBILITY OF THE C0NTRAC7OR 70 ARRANGE FOR THE NECESSARY RELOCA 77ON OF ANY U77LI77ES. CON 7RACTOR SHALL NO77FY ALL U77LITY COMPANIES INVOLVED AT LEAST FORTY -EIGHT (48) HOURS PR /OR TO BEGINNING WORK. 1- 800 -422 -4133 UNDERGROUND SERVICE ALERT. 6. I T SHALL BE THE CONTRACTOR' S RESPONS/B/LI TY TO HA VE A RESPONSIBLE REPRESENTATIVE AT THE JOB SI7E AT ALL 77MES DURING CONSTTUC770N. 7. 7NE CONTRACTOR SHALL BE RESPONSIBLE FOR 7NE CLEARING OF THE PROPOSED WORK AREA, AND RELOCA 77ON AND COST OF ALL EXIS77NC U77LI77ES. SUBDIVIDER MUST INFORM CITY OF LAKE ELSINORE OF CON57RUC770N SCHEDULE PRIOR TO THE BEGINNING OF CONSTRUC770N. 8. ALL UNDERGROUND FACIL177ES WITH LA 7FRALS SHALL BE IN PLACE PR /OR TO PAVING THE STREET SEC770N, INCLUDING BUT NOT UMl7ED TO SEWER, WA TER, TELEPHONE, ELECTRIC /TY, GAS AND DRAINAGE FACILI77ESS, 9. ALL STREET SEC77ONS ARE 7FNTA 77VE. ADD177ONAL SOIL 7F57S WILL BE TAKEN AFTER ROUGH GRADING TO DE7FRM /NE THE EXACT SEC17ON REQUIRED. SEC77ON THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY. 10. ALL EXIS77NG UNDERGROUND U77LI77ES AND STRUCTURES MUST BE POTHOLED AND ELEVA77ONS VERIFIED PRIOR TO CONSTRUC770N. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS THE REVISIONS SHALL BE IN THE FORM OF 'AS-BULL r PLANS SUBMITTED TO 7NE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. 11. ALL EXIS77NG MONUMENTA 770N D/S7URBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE 77ES ARE TO BE FURNISHED TO THE CITY ENGINEER'S SA 17SFAC71ON AT THE COMPLE77ON OF PROJECT BEFORE ACCEPTANCE IS GRANTED. 12 AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONS7RUC77ON WORK DONE WITH PUBLIC R/GHTF OF -WAY. BEFORE ISSUANCE OF SAID PERMIT, 7NE CONTRACTOR/ DEVELOPER MUST PROVIDE THE CITY ENGINEER wm CERTIFICATE OF INSURANCE REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. 7NE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL 77ME FRAME OF PROJECT CONSTRUC7701V W17H APPROVED SET OF IMPROVEMENT PLANS DRAWING INDEX SHEET 1 777LE SHEET W17H KEY MAP NO nFIca 77ONS NOTE THE CONTRACTORS SHALL N077FY THE FOLLOWING U77LI77ES OR AGENCIES FOURTY -EIGHT (48) HOURS PRIOR TO STARTING C0NS7RUC770N OR ECA VA 770N: CITY OF LAKE ELSINORE 1 -951- 674 -3124 GENERAL TELEPHONE 1- 800 - 422 -4133 ELSINORE VALLEY MUNICIPAL WA TER D /STR /CT 1 -951- 674 -3146 SOUTHERN CAUFORN/A GAS COMPANY 1 -800- 427 -2200 SOUTHERN CAUFORN/A ED /SON COMPANY 1- 800 - 684 -8123 MEDIA ON E C ABLE TV - - 1 900 -674 7741 UNDERGROUND SERVICE ALERT (USA) 1 -BOD- 422 -4133 Fj F - _ y -- R S ENGINEER NOTICE SHEET REFERENCE 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND (rn'') COMPLETE RESPONSIBILITY FOR JOB SIIF COND/IIONS DURING THE COURSE OF CONS7RUC770N, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMl7ED TO NORMAL WORKING HOURS THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FRAN ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION W17H THE O/ PERFORMANCE Of NARK ON THIS PROJECT EXCEPTING FOR T OR BENpN RI SING FROM THE SOLE NEGLIGENCE OF THE OWNER i i 59' RIW 12' 10' 5' 5' Imiamoomoi RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS k SPEC /RCAAONS STORM DRAIN /MPROYFMENIS STANDARD I QUAN717Y SYMBOLS 2' ' S1 CONSTRUCT CATCH BASIN -------------- - - - - -- 300 ---- - - - - -2 EA. -- - - - - -- a 52 MOD /FY TOP PORAON OF EX/ST. CURB INLET - - - -- --------- 1 o i ` ' INTO STORM DRAIN MANHOLE /1 RCFC (MH251) 53 SAWCUT EXIS77NG S.D. PIPE TO FIT S.D. MANHOLE - -- -- - - - - -- -100 LF.- - - - - -- GR/ND 2" BELOfY FINISH AND REMOVED EXISANG P /PES AND MANHOLE SURFACE k OVFRLAY AC 4" 7HK. CONC. SIDEWALK aCONS7RUCT MANHOLE i1---------- _- _RCFC(MN251) - - -1 EAVR PAVEMENT AS REQUIRED TYPE 'A -6" CURB &CONS7RUCT 24' RCP (1350- D) ---------- - - - - -- ----- - - - -73 LF.-- - - - - -- RAILROAD CANYON ROAD s7D- N0. 200 BASE COURSE AS REQUIRED _ 58' i" 12 REMOVED AND RECONS7RUCT EXISTING CURB /GUTTER AND SIDEWALK. 7)P. CROSS SEC77ON MARK REVISIONS APPROVED BY DA TF BENCH MARK s rc/a P6,466 ELEVA 770N.• 1400.873 DA 77UM.• NA VD 29 x AI • yArls 7/Z 5/0 7 DA 7F: 1970 rS / rOg y 4 RIVERSIDE COUNTY DES /GNA 770N. E -14 -70 8 DESCR /P770N. 27 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE INTERSEC77ON OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTH*EST OF POWER POLE / 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DISK SET IN THE TOP OF CONCRETE POST E -14 -70 CER77F7CA17ON THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W17H THE APPROPRIATE CONDIAONS OF DEVELOPMENT AND /OR qT1' AND STA 7E LAWS AND HAVE BEEN FOUND ACCEPTABLE ROBERT MOENUNG, RC£ N0. 63056 DATE CITY ENGINEER CITY OF LAKE ELSINORE O Q OFESS / pNgl c, No. 27232 m oe. Exp. 3 -31 -07 ;d 9 46" OF CAL FO LEGEND OF ABBREWA 77ONS AND WC /N /TY MAP SHEET 2 RAILROAD CANYON ROAD ELEVA 77ON STA. 113 +46.21 TO 122 +07.95 SHEET 3 RAILROAD CANYON ROAD STA. 123 +74.22 TO 127 +08.91 SHEET 4 CANYON HILLS ROAD DRIVEWAYSYS FS, CURB RETURNS SHEET 5 SIGNAL AND STRIPING PLAN SHEET 6 SIGNAL AND S77?/P/NG PLAN SHEET 7 TRAFFIC SIGNAL PLAN SHEET 8 TRAFFIC SIGNAL PLAN NO nFIca 77ONS NOTE THE CONTRACTORS SHALL N077FY THE FOLLOWING U77LI77ES OR AGENCIES FOURTY -EIGHT (48) HOURS PRIOR TO STARTING C0NS7RUC770N OR ECA VA 770N: CITY OF LAKE ELSINORE 1 -951- 674 -3124 GENERAL TELEPHONE 1- 800 - 422 -4133 ELSINORE VALLEY MUNICIPAL WA TER D /STR /CT 1 -951- 674 -3146 SOUTHERN CAUFORN/A GAS COMPANY 1 -800- 427 -2200 SOUTHERN CAUFORN/A ED /SON COMPANY 1- 800 - 684 -8123 MEDIA ON E C ABLE TV - - 1 900 -674 7741 UNDERGROUND SERVICE ALERT (USA) 1 -BOD- 422 -4133 Fj F - _ y -- R S ENGINEER NOTICE SHEET REFERENCE 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND (rn'') COMPLETE RESPONSIBILITY FOR JOB SIIF COND/IIONS DURING THE COURSE OF CONS7RUC770N, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMl7ED TO NORMAL WORKING HOURS THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FRAN ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION W17H THE O/ PERFORMANCE Of NARK ON THIS PROJECT EXCEPTING FOR T OR BENpN RI SING FROM THE SOLE NEGLIGENCE OF THE OWNER i i 59' RIW 12' 10' 5' 5' Imiamoomoi RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS k SPEC /RCAAONS STORM DRAIN /MPROYFMENIS STANDARD I QUAN717Y SYMBOLS 2' ' S1 CONSTRUCT CATCH BASIN -------------- - - - - -- 300 ---- - - - - -2 EA. -- - - - - -- a 52 MOD /FY TOP PORAON OF EX/ST. CURB INLET - - - -- --------- 1 o i ` ' INTO STORM DRAIN MANHOLE /1 RCFC (MH251) 53 SAWCUT EXIS77NG S.D. PIPE TO FIT S.D. MANHOLE - -- -- - - - - -- -100 LF.- - - - - -- GR/ND 2" BELOfY FINISH AND REMOVED EXISANG P /PES AND MANHOLE SURFACE k OVFRLAY AC 4" 7HK. CONC. SIDEWALK aCONS7RUCT MANHOLE i1---------- _- _RCFC(MN251) - - -1 EAVR PAVEMENT AS REQUIRED TYPE 'A -6" CURB &CONS7RUCT 24' RCP (1350- D) ---------- - - - - -- ----- - - - -73 LF.-- - - - - -- RAILROAD CANYON ROAD s7D- N0. 200 BASE COURSE AS REQUIRED _ 58' i" 12 REMOVED AND RECONS7RUCT EXISTING CURB /GUTTER AND SIDEWALK. 7)P. CROSS SEC77ON MARK REVISIONS APPROVED BY DA TF BENCH MARK s rc/a P6,466 ELEVA 770N.• 1400.873 DA 77UM.• NA VD 29 x AI • yArls 7/Z 5/0 7 DA 7F: 1970 rS / rOg y 4 RIVERSIDE COUNTY DES /GNA 770N. E -14 -70 8 DESCR /P770N. 27 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE INTERSEC77ON OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTH*EST OF POWER POLE / 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DISK SET IN THE TOP OF CONCRETE POST E -14 -70 CER77F7CA17ON THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W17H THE APPROPRIATE CONDIAONS OF DEVELOPMENT AND /OR qT1' AND STA 7E LAWS AND HAVE BEEN FOUND ACCEPTABLE ROBERT MOENUNG, RC£ N0. 63056 DATE CITY ENGINEER CITY OF LAKE ELSINORE O Q OFESS / pNgl c, No. 27232 m oe. Exp. 3 -31 -07 ;d 9 46" OF CAL FO LEGEND OF ABBREWA 77ONS i 74 i CANYON 15 HILLS RD NEWPOR RD RAILROAD W 2 LOA 77ON RD c` 0 RD SCOTT RD COTTONWOOD BUNDY CYN. CYN. RD CUNTON KETH RD i i i THOMAS BROS MAP Pa 28, GRID D4. WON /1'Y MAP WORK TO BE DONE:. f. COUNTY ROAD IMPROVEMENT STANDARDS AND SPEC/fICAi70NS FOR R/VFRS/DE COUNTY AS AMENDED BY ORDINANCE N0. 461.9, DATED JULY 2, 1998 2 RIVERSIDE COUNTY f 100 CONTROL AND WATER CONSERVADON DISTRICT STANDARD DRAWINGS, DA7F0 APRIL 2004. (RCFC) CONS rRucnonr NO 7ES** RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS CONSTRUC77ON NOMM do SPECIRCA77ONS SURFACE IMPROVEMENTS.- STANDARD / QUAN771Y SYMBOLS a1 - C CENTERLINE 200 - - - -- -1586 LF. - - - -- ELEV ELEVA 77ON 2- C T. C. TOP OF CURB ELEVA 77ON F. L. f7. 0KINE ELEVA 7701 9268 SF. -- FS, FINISH SURFACE ELEVA 77ON 4a- C F. G. FINISH GRADE ELEVA 77ON B. C. BEGINNING OF CURVE j E. C. END OF CURVE CONSTRUCT CONCRETE DRIVEWAY APPROACH - - - - -- 2 P. R. C. POINT OF REVERSING CURVE P. C. C. PORTLAND CEMENT CONCRETE V C. VER77CAL CURVE B. V.C. BEGINNING OF VER77CAL CURVE E. V.C. END OF VER77CAL CURVE GRIND 2" BELOW RN/SH _ 5 P./. POINT OF IN7FRSEC770N B.C.R. BEGIN CURB RETURN E.C.R. END OF CURB RETURN EX/S77NG CURB & GUTTER ------- - - - - -- - 0.0 ON CURB 1) R H.P. HIGH POINT L.P. LOW POINT 3000 SF. - - -- T. G. TOP OF GRA 7E ELEVA 770N REMOVE EX/S77NG TREES-------------- - - - - -- - i 74 i CANYON 15 HILLS RD NEWPOR RD RAILROAD W 2 LOA 77ON RD c` 0 RD SCOTT RD COTTONWOOD BUNDY CYN. CYN. RD CUNTON KETH RD i i i THOMAS BROS MAP Pa 28, GRID D4. WON /1'Y MAP WORK TO BE DONE:. f. COUNTY ROAD IMPROVEMENT STANDARDS AND SPEC/fICAi70NS FOR R/VFRS/DE COUNTY AS AMENDED BY ORDINANCE N0. 461.9, DATED JULY 2, 1998 2 RIVERSIDE COUNTY f 100 CONTROL AND WATER CONSERVADON DISTRICT STANDARD DRAWINGS, DA7F0 APRIL 2004. (RCFC) CONS rRucnonr NO 7ES** RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS CONSTRUC77ON NOMM do SPECIRCA77ONS SURFACE IMPROVEMENTS.- STANDARD / QUAN771Y SYMBOLS a1 - CCONSTRUCT TYPE "A -6" CURB do GUT7FR - - - - - -- 2 200 - - - -- -1586 LF. - - - -- 2- CCONSTRUCT TYPE "D" CURB 6" FACE--- - - - - -- 204,205 - - -- -80 LF. CONSTRUCT A. C, PAVEMENT ----------- ---- -- 9 9268 SF. -- 4a- CCONSTRUCT P.C. C. SIDEWALK ----------- - - - - -- 400,401------8877 SF: ` O5 - CCONSTRUCT LOCAL DEPRESS /ON--------- - - - - -- 3311 ------ EA. - - - - -- O6 - C CONSTRUCT CONCRETE DRIVEWAY APPROACH - - - - -- 2207 - - - - - -1 EA. - - - - -- CONSTRUCT CURB RAMP CASE= A-------- - - - - -- 4403 9 EA. CCONSTRUCT CROSS GUTTER LAYOUT----- - - - - -- 209,209A - - -- -3500 SF. GRIND 2" BELOW RN/SH _ 55707 SF. SURFACE do 0VERLA Y AC REMOVE EEX/S77NG CURB & GUTTER ------- - - - - -- - 1523 LF. - - -- 1) RREMOVE EA7S11NG SIDEWALK ------------ - - - - -- - 7590 SF. - - -- 12 RRD40VE EXIS77NG CROSS GUTTER-------- - - - - -- - 3000 SF. - - -- 13 R REMOVE EX/S77NG TREES-------------- - - - - -- - 8 EA. - - - - -- i i 14 RRELOCA TF EXIS77NG HANDHOLE ---------- - - - - -- - 1 EA. - - - - -- 15 RRELOCA TE EXIS77NG FIRE HYDRANT ------- - - - - -- - 1 EA. - - - - -- I 16 RRELOCA TE EXIS77NG SIGN ------- - - - - -- 22 EA. i 17 RRELOCA TE EX/S77NG CA TV VA UL T -------- - - - - -- - 1 EA. - - - - -- 18 AADJUST TO GRADE EXISBV0 TELEPHONE MANHOLE-- - 1 FA. - - - - -- 19 RRELOCA 7E EXIS77NG STREET LIGHTS ------ - - - - -- - 1 EA. - - - - -- 20 EEXIS77NG ELECTRICAL RISER TO REMAIN IN PLACE -- - 1 EA. - - -__- 21 RRELOCA TE EXIS77NG WATER RISER -------- - - - - -- - 1 EA. - - - - -- i 22 RRELOCA TE EX/S77NG /RR/GA 7701V VALVE----- - - - - -- - 1 EA. - - - - -- 23 RRELOCA TF EXIS77NG RECLAIM WA TER VALVE - - - - - -- - 1 EA------- i 24 RREMOVE EXIS77NG CURB INLET---------- - - - - -- - 1 EA. - - - - -- 0- RREMOVE EXIS77NG STORM DRAIN PIPE----- - - - - -- - 100 LF - - - -- 26 SSA*CUT EXIS77NG PA WMDV T & REMOVE---- - - - - -- - 150 LF. - - - -- 27 EX/S7TNG CURB & GUTTER j 1 EA. - - - - -- j PREPARED BY STUART ENGINEERING 7525 METROPOLITAN DRIVE S7F. 308 SAN DIEGO, CA 92108 (619) 296 -1010 FAX (619) 296-9276emoil.se@stucrtengineering.com op SIUART PEACE, R.C.E. N0. 27232 DATE DESIGNER: A. J. CITY OF LA1fE ELSINORE SHEE T i IMPROVEMENT PLANS FOR: M.R.B. i DATE: OF S CANYON HILLS MARKETPLACE ! ' 6 -24 -05 LOB NO.: CDR N0. 2004 -2 & 2004 -10 RLE "o 248-04-a3 p5'1 AS I u 5 X4=9.82'...;. 8D 200 IRK CONSTRUCT TYPE 'D" CURB 6" FACE--------- - - - - -- CIL- 17 RELOCATE EXISANG CAN VAULT t4i j 8D 200 6=900 00' 00" CONSTRUCT TYPE 'D" CURB 6" FACE--------- - - - - -- 204,205 17 RELOCATE EXISANG CAN VAULT CONSTRUCT A.C. PAVEMENT ------------------ - - - - -- T5 18 RELOCATE EXISDNG TELEPHONE MANHOLE En- 7 4 RELOCATE EXISANG HANDHOLE CONSTRUCT CONCRETE DRIVEWAY APPROACH ------ - - - - -- 207 '= '- - RELOCATE EXISDNG ELECTRICAL RISER 20 2 22.78' v N 9 y1 REL(1CAiE EXlS71NG WA TER RISER CONSTRUCT CROSS GUTTER LAYOUT------------- - - - - -- as- RELOCATE EXISTING lRRIGADON VALVE 1 A=12040'49- X 120 45.37' 121 a RELOCATE EXISDNG RECLAIMED WATER VALVE 1.22 11 24 REMOVE EXISTING CURB INLET z a Cc c 12 27 RELOCATE EXISANG 7RAfFlC SIGNAL 35.00' 14.81' 7.52' ch N 13 3 11 23 1°° V0. Amoy, N v ^ o, N 1 14 f N CN A 7ti - y CONSTRUCT TYPE "A -6" CURB de GUT7£R -6" FACE - - - - -- 200 6=900 00' 00" CONSTRUCT TYPE 'D" CURB 6" FACE--------- - - - - -- 204,205 17 RELOCATE EXISANG CAN VAULT CONSTRUCT A.C. PAVEMENT ------------------ - - - - -- T5 18 RELOCATE EXISDNG TELEPHONE MANHOLE En- 400,401 19 RELOCATE EXISANG HANDHOLE CONSTRUCT CONCRETE DRIVEWAY APPROACH ------ - - - - -- 207 '= '- - RELOCATE EXISDNG ELECTRICAL RISER CONSTRUCT CURB RAMP (CASE A- 2) ------------ - - - - -- 2 22.78' N 9 y1 REL(1CAiE EXlS71NG WA TER RISER CONSTRUCT CROSS GUTTER LAYOUT------------- - - - - -- 209 o RELOCATE EXISTING lRRIGADON VALVE 1 A=12040'49- X 120 45.37' 121 a RELOCATE EXISDNG RECLAIMED WATER VALVE 1.22 11 24 REMOVE EXISTING CURB INLET z a Cc c 12 27 RELOCATE EXISANG 7RAfFlC SIGNAL 35.00' 14.81' 7.52' ch 13 A=155045'01" 1.00' 2.72' 4:65' O 14 3 11 23 1°° V0. Amoy, N v ^ o, N 1 14 f N CN A 7ti - y CONSTRUCT TYPE "A -6" CURB de GUT7£R -6" FACE - - - - -- 200 6=900 00' 00" CONSTRUCT TYPE 'D" CURB 6" FACE--------- - - - - -- 204,205 17 RELOCATE EXISANG CAN VAULT CONSTRUCT A.C. PAVEMENT ------------------ - - - - -- T5 18 RELOCATE EXISDNG TELEPHONE MANHOLE CONSTRUCT P.C.C. SIDEWALK ------------------------ 400,401 19 RELOCATE EXISANG HANDHOLE CONSTRUCT CONCRETE DRIVEWAY APPROACH ------ - - - - -- 207 '= '- - 20 RELOCATE EXISDNG ELECTRICAL RISER CONSTRUCT CURB RAMP (CASE A- 2) ------------ - - - - -- 2 22.78' 9 y1 REL(1CAiE EXlS71NG WA TER RISER CONSTRUCT CROSS GUTTER LAYOUT------------- - - - - -- 209 22 RELOCATE EXISTING lRRIGADON VALVE CONSTRUCT A.C. OVFRtAY-------------------- - - - - -- 1 A=12040'49- R£MOVF EX /SANG CURB &GUTTER ------------- - - - - -- 45.37' 23 RELOCATE EXISDNG RECLAIMED WATER VALVE REMOVE EX/ST/NG S/ DEWALK------------------- - - - - -- 11 24 REMOVE EXISTING CURB INLET RENOVF EX/S77NG TREES --------------------- - - - - -- 244.90 25 REMOVE EXISANG STORM DRAIN PIPE RELOCATE EXlS77NG HANDHOLE----------------- - - - - -- 12 27 RELOCATE EXISANG 7RAfFlC SIGNAL Im E 11E ON BEAR /NCIAEL TA d =12 °40'49" d =12° 40'49" N270 53' 57" E CURB DA TA RADIUS . LENGTH TANGENT REMARKS 205.00' 45.37' 22.78' 6" TYPE JA - 6 205.00' 45.37' 22.78' " 150.00' -- " i IZ ftftjW I U VWj R /W - R 1456.56 DETAIL : DRI VE WA Y SCALE: razo MARK REVISIONS APPROVED BY DA IF BENCH MARK CER77RCA17ON PREPARED B DESIGNER: ELEVA 110N.• 1400.873 DA TUM.• NA VD 29 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE QR F S Nq A. J. CITY OF E EL SIN't. I SHEET DA TE: 1970 APPROPR/A TE COND17701VS OF DEVELOPMENT AND /OR CITY AND Z STUART E RIVERSIDE COUNTY DES /GNA110N: E -f4 -70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE DRAWN: 7525 METROPOLITAN DRIVE STE. J06 IMPROVEMENT PLANS FOR: DESCRIPTION.- 27 MILES NORTHEAST ALONG RAILROAD CANYON 0 No. 27232 m _ SAN DIEGO, CA 92108 (619) 296 -1010 M.R.B. ROAD FROM 7HE /N7ERSEC7IDN OF RAILROAD CANYON ROAD AND Exp. 3 -31 -07 AX (619) 296 -9276 email. se@stucrtengineering.com DATE: C' SHEETS STATE HIGHWAY 71, f22.0 FEET NORTHWEST OF RAILROAD as >k >k CANYON HILLS MARKETPLACE CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE , ROBERT MOEHLING, RCE NO. 63056 DATE q iv, ` P . 6 -24 -05 CDR NO. 2004_2 & 2004 -10 RLE NO. O JOB NO.: 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS C/ TY ENGINEER F F CALIF DISK SET IN THE TOP dF CONCRETE POST E -14 -70 CITY OF LAKE ELS/NORE STUART PEACE R.C.E. N0. 27232 DA T - i _ 05 ,e 161248 -04 03 A(' BUILT 4 6=900 00' 00" 25.00' 39.27' 25.00' T5 A=90000'00" 25 00' 39.27' 1 25.00' i IZ ftftjW I U VWj R /W - R 1456.56 DETAIL : DRI VE WA Y SCALE: razo MARK REVISIONS APPROVED BY DA IF BENCH MARK CER77RCA17ON PREPARED B DESIGNER: ELEVA 110N.• 1400.873 DA TUM.• NA VD 29 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE QR F S Nq A. J. CITY OF E EL SIN't. I SHEET DA TE: 1970 APPROPR/A TE COND17701VS OF DEVELOPMENT AND /OR CITY AND Z STUART E RIVERSIDE COUNTY DES /GNA110N: E -f4 -70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE DRAWN: 7525 METROPOLITAN DRIVE STE. J06 IMPROVEMENT PLANS FOR: DESCRIPTION.- 27 MILES NORTHEAST ALONG RAILROAD CANYON 0 No. 27232 m _ SAN DIEGO, CA 92108 (619) 296 -1010 M.R.B. ROAD FROM 7HE /N7ERSEC7IDN OF RAILROAD CANYON ROAD AND Exp. 3 -31 -07 AX (619) 296 -9276 email. se@stucrtengineering.com DATE: C' SHEETS STATE HIGHWAY 71, f22.0 FEET NORTHWEST OF RAILROAD as >k >k CANYON HILLS MARKETPLACE CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE , ROBERT MOEHLING, RCE NO. 63056 DATE q iv, ` P . 6 -24 -05 CDR NO. 2004_2 & 2004 -10 RLE NO. O JOB NO.: 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS C/ TY ENGINEER F F CALIF DISK SET IN THE TOP dF CONCRETE POST E -14 -70 CITY OF LAKE ELS/NORE STUART PEACE R.C.E. N0. 27232 DA T - i _ 05 ,e 161248 -04 03 A(' BUILT 61 1 N270 53" 57" E 240.00" 7 6=12040'49" 205.00' 45J7' 22.78' 8 6=12040'49* 205.00' 45.37' 22.78' 9 d =12° 40' 49" 205.00' 45.37' 22.78' 101 1 A=12040'49- 205.00' 45.37' 22.78 11 N270 53'57" E 244.90 12 d =24 ° 14'59 " 35.00' 14.81' 7.52' 13 A=155045'01" 1.00' 2.72' 4:65' 14 N270 53' 57" F 12.00' i IZ ftftjW I U VWj R /W - R 1456.56 DETAIL : DRI VE WA Y SCALE: razo MARK REVISIONS APPROVED BY DA IF BENCH MARK CER77RCA17ON PREPARED B DESIGNER: ELEVA 110N.• 1400.873 DA TUM.• NA VD 29 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE QR F S Nq A. J. CITY OF E EL SIN't. I SHEET DA TE: 1970 APPROPR/A TE COND17701VS OF DEVELOPMENT AND /OR CITY AND Z STUART E RIVERSIDE COUNTY DES /GNA110N: E -f4 -70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE DRAWN: 7525 METROPOLITAN DRIVE STE. J06 IMPROVEMENT PLANS FOR: DESCRIPTION.- 27 MILES NORTHEAST ALONG RAILROAD CANYON 0 No. 27232 m _ SAN DIEGO, CA 92108 (619) 296 -1010 M.R.B. ROAD FROM 7HE /N7ERSEC7IDN OF RAILROAD CANYON ROAD AND Exp. 3 -31 -07 AX (619) 296 -9276 email. se@stucrtengineering.com DATE: C' SHEETS STATE HIGHWAY 71, f22.0 FEET NORTHWEST OF RAILROAD as >k >k CANYON HILLS MARKETPLACE CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE , ROBERT MOEHLING, RCE NO. 63056 DATE q iv, ` P . 6 -24 -05 CDR NO. 2004_2 & 2004 -10 RLE NO. O JOB NO.: 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS C/ TY ENGINEER F F CALIF DISK SET IN THE TOP dF CONCRETE POST E -14 -70 CITY OF LAKE ELS/NORE STUART PEACE R.C.E. N0. 27232 DA T - i _ 05 ,e 161248 -04 03 A(' BUILT 1 N27053'57 " E 18.04m1Id =53° 07' 48" 10.00' 1 9.27' 1 5.00' i IZ ftftjW I U VWj R /W - R 1456.56 DETAIL : DRI VE WA Y SCALE: razo MARK REVISIONS APPROVED BY DA IF BENCH MARK CER77RCA17ON PREPARED B DESIGNER: ELEVA 110N.• 1400.873 DA TUM.• NA VD 29 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE QR F S Nq A. J. CITY OF E EL SIN't. I SHEET DA TE: 1970 APPROPR/A TE COND17701VS OF DEVELOPMENT AND /OR CITY AND Z STUART E RIVERSIDE COUNTY DES /GNA110N: E -f4 -70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE DRAWN: 7525 METROPOLITAN DRIVE STE. J06 IMPROVEMENT PLANS FOR: DESCRIPTION.- 27 MILES NORTHEAST ALONG RAILROAD CANYON 0 No. 27232 m _ SAN DIEGO, CA 92108 (619) 296 -1010 M.R.B. ROAD FROM 7HE /N7ERSEC7IDN OF RAILROAD CANYON ROAD AND Exp. 3 -31 -07 AX (619) 296 -9276 email. se@stucrtengineering.com DATE: C' SHEETS STATE HIGHWAY 71, f22.0 FEET NORTHWEST OF RAILROAD as >k >k CANYON HILLS MARKETPLACE CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE , ROBERT MOEHLING, RCE NO. 63056 DATE q iv, ` P . 6 -24 -05 CDR NO. 2004_2 & 2004 -10 RLE NO. O JOB NO.: 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS C/ TY ENGINEER F F CALIF DISK SET IN THE TOP dF CONCRETE POST E -14 -70 CITY OF LAKE ELS/NORE STUART PEACE R.C.E. N0. 27232 DA T - i _ 05 ,e 161248 -04 03 A(' BUILT PLAN SCALE 1'= 40'HOR /Z. 6 CS L4 t4. N oi- CONSTRUCnav NOES, SURFACE IMPROVEMENTS: RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS do SPECIRCA 17ONS STANDARD I SYMBOLS CONSTRUCT TYPE "A -6" CURB & GUTIFR -6' FACE— — — — 200 3 CONSTRUCT A.C. PAVEMENT------- - - - - -- a c0Ns7RucrP.c.c. 5Z0Ew4UC ------------ 400ao1 5 CONSTRUCT LOCAL DEPRESSION— — — — — — — — — — — —311 CONSTRUCT CURB RAMP CASE —A— — — — — — — — — — — 403 L10NSIRUCT CROSS GUTIFR LAYWT--- - - - - -- -209 GRIND 2' BELOW F/N /SN-------- - - - - -- SURFACE &OVERLAY AC 0 REMOVE EX/SANG CURB & GUTTER— — — — — — — — — — — 11 REMOVE EX /SANG SIDEWALK- 1414 RELOCATE EX/SDNG HANDHOLE — — — — — — — — — — — 15 RELOCATE EX/SI/NG fIRE HIDRANT — — — — — — — — — — 16 RELOCATE EX/SANG 576/J-------- - - - - -- 19 REMOVF EX /SANG STREET LIGHT — — — — — — — — — — — 27 RELOCATE EX/S71NG IRAfF1C SIGNAL PER SIGNAL PLANS — — rn • RIVERS /DE COUNTY ROAD IMPROVEMENT STANDARDS do SPEC /FICA (IONS STORM DRAIN IMPROVEMENTS STANDARD 51 CONSTRUCT CATCH BASIN------- - - - - -- -300 52 MOD /FY TOP PORTION OF EX /ST. CURB INLET INTD STORM DRAIN MANHOLE /1 RCFC (MH -251) CONS7RUCT240 RCP--------- - - - - -- - -___ CURB 1 NO. BEARING EL TA RADIUS LENGTH l REMARKS 1 24" RCP d =90° 00' 00" 25.00' 39.27' 25.00' 6" TYPE "A -6" 2 d =87° 53'40' 25.00' 38.35' 24.10' 3 d =04° 37' 23" 1859.00' 150.00' 75.04' 4 6=14001'46" 205.00' 50.20' 25.22' JOB No.: 248 -04 03 5 6 CS L4 t4. N oi- CONSTRUCnav NOES, SURFACE IMPROVEMENTS: RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS do SPECIRCA 17ONS STANDARD I SYMBOLS CONSTRUCT TYPE "A -6" CURB & GUTIFR -6' FACE— — — — 200 3 CONSTRUCT A.C. PAVEMENT------- - - - - -- a c0Ns7RucrP.c.c. 5Z0Ew4UC ------------ 400ao1 5 CONSTRUCT LOCAL DEPRESSION— — — — — — — — — — — —311 CONSTRUCT CURB RAMP CASE —A— — — — — — — — — — — 403 L10NSIRUCT CROSS GUTIFR LAYWT--- - - - - -- -209 GRIND 2' BELOW F/N /SN-------- - - - - -- SURFACE &OVERLAY AC 0 REMOVE EX/SANG CURB & GUTTER— — — — — — — — — — — 11 REMOVE EX /SANG SIDEWALK- 1414 RELOCATE EX/SDNG HANDHOLE — — — — — — — — — — — 15 RELOCATE EX/SI/NG fIRE HIDRANT — — — — — — — — — — 16 RELOCATE EX/SANG 576/J-------- - - - - -- 19 REMOVF EX /SANG STREET LIGHT — — — — — — — — — — — 27 RELOCATE EX/S71NG IRAfF1C SIGNAL PER SIGNAL PLANS — — rn • RIVERS /DE COUNTY ROAD IMPROVEMENT STANDARDS do SPEC /FICA (IONS STORM DRAIN IMPROVEMENTS STANDARD 51 CONSTRUCT CATCH BASIN------- - - - - -- -300 52 MOD /FY TOP PORTION OF EX /ST. CURB INLET INTD STORM DRAIN MANHOLE /1 RCFC (MH -251) CONS7RUCT240 RCP--------- - - - - -- - -___ CURB DA TA NO. BEARING EL TA RADIUS LENGTH TANGENT REMARKS 1 24" RCP d =90° 00' 00" 25.00' 39.27' 25.00' 6" TYPE "A -6" 2 d =87° 53'40' 25.00' 38.35' 24.10' 3 d =04° 37' 23" 1859.00' 150.00' 75.04' 4 6=14001'46" 205.00' 50.20' 25.22' JOB No.: 248 -04 03 5 d=09055'56" 205.00' 35.54' 17.81' STORM DRA /N DATA REVISIONS BEARING EL TA RADIUS LENGTH REMARKSEdN22056' 57" E 1 51.94' 24" RCP MARK REVISIONS APPROVED BY DA TE BENCH MARK ELEVA T70N. 1400.873 DA TUM: NA VD 29 DA TE. 1970 RIVERSIDE COUNTY DES /GNA TION. E -14 -70 DESCR/P110N: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE IN7ERSEC7ION OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD CANYON ROAD 6.0 FEET SDUTH*EST OF POWER POLE , DISK SET lN. THE TOP OF CONCRETE POST POST, A BRASS CER77RCA 77ON THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPR/A TE CONDI77ONS OF DEVELOPMENT AND /OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE r g o S ROBERT MOEHLING, ROE NO. 63056 DATE CITY ENGINEER CITY OF LAKE ELSINORE e OF s / Nq 4 ,P T pF,q Fy Z c5 No. 27232 mwExp. 3 -31 -07 q, Ivr a P F OF CA Fo PREPARED B STUART ENGINEERING t _ 7525 METROPOLITAN DRIVE STE. 308 a r_ Y SAN DIEGO, CA 92108 (619) 296 -1010 F X (619) 296-9276emcil.-se@stucrtengineering.comse@stucrtengineering.com S DA TFTUARTPEACE, R.C.E. N0. 27232 DESIGNER: A. J CITy OF r SINORE i SHEET 3 OF SHEETS RELb Ch z'E S TO,/I'I D /N GIiV C 1 A ,: M.R.B. IMPROVEMENT PLANS FOR: CANYON HILLS MARKETPLACE CDR NO. 2004 -2 & 2ap4— 0 oA: 6 -24 -05 f7LE No. JOB No.: 248 -04 03 A 5 1.13UILT t CURB DA TA NO. BEARING EL TA RADIUS LENGTH TANGENT REMARKS I NO80 21 ' 27" W 1 21.57' A=010 19"29' 0 1954.00' 45.18' 22.59' 6" TYPE "A -6" 2 d =850 30' 02" 25.00' 37.31' 23.11' 3 d =96° 44'26 N 25.00' 42.21' 28.13' 4 d =890 42' 31 ' 25.00' 39.14' 24.87' 5 1 d= 90 °23' OB" 25.00' 1 39.44' 25.15' M vcrr fuc- uuuly If rrvAu - = IMPROVEMENT STANDARDS CONSTRUCTION NOTES: SPECIRCA ]IONS 8 > SURFACE IMPROVEMENTS• STANDARD , SYMBOL 4 I t_ 1 CONSTRUCT TYPE 14-6" CURB & GUT7ER -6" FACE- - - 200 CONSTRUCT P.C. C. SIDEWALK - - - - - - - - - - - 400,401 55 CONSTRUCT LOCAL. DEPRESSION - - - - - - ,311 - rJ= = 49, FOR STORM DRAIN yw _ CONTINUATION SEE GRADING PLAN FOR STORM DRAIN DA TA NO. BEA RINGIVEL TA RADIUS LENGTH1 TANGENT REMARKS 1 > I NO80 21 ' 27" W I - -- 21.57' I of 7 CONSTRUCT CURB ROMP CASE -A - - - - - - - - - `O3 L1/ B CONSTRUCT CROSS GUTTER - - - - - - - - - - - 209 I CANYON HILLS 10 REA/OYE IX/SANG CURB do GU77ER MARKETPLACE _ RIVERSIDE COUNTY ROAD fILE N0. IMPROVEMENT STANDARDS 11 REMOVE IX /S77NG SIDEWALK SPEpf7CA7XNdS Io ( I STORM DR41N /MPROVEMEN7S• STANDARD f SYA/BOL 12 REMOVE IX /S17NG CROSS GUTTER- 24)— REMOVE IXIST/NG CURB INLET---- - - - - -- 51 CONSTRUCT G4TCH QfIS /N - - - - - - (300) @—S4WCUT IX /SANG S.D. PIPE TO FIT S.D. AGWNOLE- - _=a-- C0NS7RUCTAANHOLEjfl L =5'- - - - - - - - - RCFC(MH251) FE11 25 REMOVE IX /S71NG STORM DRAIN PIPE_ 26 REMOVE IXISANG WATER METER AND METER BOX_ MARK REVISIONS APPROVED BY DA TE BENCH MARK CER77R/CA 77ON PREPARED BY.- DESIGNER: ELEVA T10N. 1400 873 DATUM: NA VD 29 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WI TH THE QR F ESS Nq A. J CITY OF ELSINORE SHEET 4 DA TE. 1970 APPROPR /A TE COND177ONS OF DEVELOPMENT AND /OR CITY AND ,wP T , q Fy - - -- STUART ENGINEERING DRAWN: RIVERSIDE COUNTY DES /GNA 110N. E -14 -70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ` F Z - _ _ 7525 METROPOUTAN DRIVE STF 308 IMPROVEMENT PLANS FOR.• DESCRIPTION: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON Z5 No. 27232 m _ SAN DIEGO, CA 92108 (619) 296 -1010 M.R.B. ROAD FROM THE INTERSECTION OF RAILROAD CANYON ROAD AND oc Exp. 3 -31 -07 X (619) 296 -9276 email: se®stucrtengineering.com DATE: OF SHEETSe6 os >k CANYON HILLS MARKETPLACESTATEHIGHWAY71, 122.0 FEET NORTHWEST OF RAILROAD Q- 6 -24 -05CANYONROAD, 6.0 FEET SOUTHWEST OF PON£R POLE # ROBERT MOEHLING, RCE N0. 63056 DA qjF +v o - Z ,B No.: CDR NO. 2004 -2 a& 2004-10 ALE NO. 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS CITY ENGINEER OF CALF ( 163DISKSETINTHETOPOFCONCRETEPOSTE -14 70 STUART PEACE R. C.E. NO. 27232 DA 7E _ 05CITYOFLAKEELSINORE248 -04 03 AS UILT FURNISH AND INSTALL STRIPING, SIGNING AND PAVEMENT MARKINGS AS SHOWN AND NOTED. lk msSTANDARDSPECIFICA110114 CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES ". STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. STANDARD DRAWINClwc,. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS. CITY OF LAKE ELSINORE STANDARD DRAWINGS. SEE SHEET . FOR STRIPING •D • App lop o at x f „ P, .. nl own 5 0 R26(S) R26(S) 1 NOTES 1. STRIPING SHALL BE "CAT- TRACKED" AND APPROVED BY THE CITY ENGINEER PRIOR TO FINAL PLACEMENT OF STRIPING AND LOOP DETECTORS. 2. REPAINT EXISTING RED CURBS IN ADDITION TO THOSE AREAS SHOWN ON THIS PLAN. 3. CONTRACTOR SHALL REMOVE ALL CONFLICTING SIGNING ANG STRIPING. SHALL BE REMOVED BY WET SANDBLASTING AND APPLYING SAND SEAL. 4. PAINTED TRAFFIC STRIPES (TRAFFIC LANES) SHALL CONFORM TO SECTIONS 84 -1 "GENERAL ", & 84 -3 "PAINTED TRAFFIC STRIPES & PAVEMENT MARKINGS" OF THE CALTRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 5. CONTROL OF ALIGNMENT AND LAYOUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SUBJECT TO APPROVAL BY THE ENGINEER. 6. GLASS BEADS SHALL CONFORM TO STATE SPEC. NO. 8010-21C-22 TYPE II. 7. COPIES OF STATE SPECIFICATIONS FOR WATER BORNE TRAFFIC PAINT AND GLASS BEADS MAY BE OBTAINED FROM THE TRANSPORTATION LABORATORY, P.O. BOX 19128, SACRAMENTO, CA. 95819 -0128, TELEPHONE (916) 227 -7291. 8. THINNING OF PAINT WILL NOT BE ALLOWED. 9. THE CONTRACTOR WILL BE REQUIRED TO INSTALL TRAFFIC STRIPES AND PAVEMENT MARKINGS AND INSTALL RAISED PAVEMENT MARKERS PER CALTRANS STANDARD PLANS. 10 PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS" OF THE STANDARD SPECIFICATIONS, AND THESE SPECIAL PROVISIONS. 11 PAVEMENT MARKER HEIGHT SHALL BE 0.70 -INCH MINIMUM. "LOW PROFILE" TYPE MARKERS WILL NOT BE ACCEPTABLE. 12 REFLECTORIZED PAVEMENT MARKERS SHALL BE INSTALLED IN ALL LANE LINES AND CENTER LINE STRIPING. 13 ALL SIGNS SHALL BE ALUMINUM WITH 3M HI- INTENSITY -TYPE REFLECTIVE FACE OR EQUIVALENT. 14 ALL STRIPING AND PAVEMENT MARKER INSTALLATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 15 THE LOCATION OF ALL TRAFFIC STRIPING AND SIGNING SHOWN ARE ONLY APPROXIMATE AND THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER IN CONJUNCTION WITH THE CONTRACTOR. 16 ALL PAVEMENT ARROWS SHALL BE PER CALTRANS STANDARDS. 17 USE THERMOPLASTIC FOR ALL NEW MARKINGS, LIMIT LINES, CROSSWALKS AND STRIPING. 18 PAINT ALL RAISED MEDIAN NOSES YELLOW AND INSTALL R7 SIGN & TYPE N MARKER. 19 EXISITING STRIPES AND MARKINGS SHALL BE RESTORED TO ORIGINAL CONDITION. O 5O R26(S) R26(S) ON ST. LIGHT) i CURB ? imp D O i 11 -" 1 c/) v N I J— R26(S) O R26(S) m m d (ON SIGNAL o STANDARD) R2(45) ROADCAYONRAILROAD SEE SHEET 6 FOR SIGNING AND STRIPING MODIFICATIONS IN THIS AREA MARK I REVISIONS A oc_1= m G /. o AIL 39A O R26(S) ON ST. LIGHT) CANYON H /LLSR26(S) ROADOR81 TYPE N MARKER 80'- DETAIL 8 vE0 eY DATE BENCH MARK Z ELEVATION: 1400.873 DATUM: NA VD 29 DA TF• 1970 RIVER.SVE COUNTY DESIGNA 110N: E -14 -70 DESCRIPTION: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE INTERSEC77ON OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE i 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS Of SET IN THE TOP OF CONCRETE POST E -14 -70 Ki y 1 FURNISH AND INSTALL NEW SIGN. 2 INSTALL 10' WIDE CROSSWALK IN THERMOPLASTIC. 3 INSTALL 12" WIDE LIMIT LINE IN THERMOPLASTIC. 4 INSTALL "SIGNAL AHEAD" PAVEMENT MARKINGS IN THERMOPLASTIC. 5 EXISTING SIGN TO REMAIN. fi RELOCATE EXISTING SIGN AS SHOWN. 7 REMOVE AND SALVAGE EXISTING SIGN. 8 INSTALL TYPE IV (LT) ARROW IN THERMOPLASTIC. 9 INSTALL TYPE IV (RT) ARROW IN THERMOPLASTIC. 10 REMOVE EXISTING STRIPING IN INTERSECTION. 11 JOIN EXISTING STRIPING. 12 REMOVE EXISTING STRIPING AND PAVEMENT MARKINGS. LEGENDD R63 NEW SIGN LOCATION R13 p EXISTING SIGN LOCATION 1 CONSTRUCTION NOTE 31 STRIPING DETAIL (PER CALTRANS STANDARDS) RHC DRAW EXISTING MARKINGS NEW MARKINGS O O R26(S) 3 R26(S) OONST. LIGHT) R26(S) 1 350' -O W41 uMir L NE 4 10 0 9 ° CURB Q i Q co 0 o e o o — 3 \ - co o — - a j 5 R8112OR26(S) E 10 5 OR81 - — 8 O V, 9 ( ON ST. LIGHT} \ . X x 8 45'- DETAIL 38A I cERnFIca noN THESE PLANS HAKE BEEN REVIEWED FOR COMPLIANCE W11H THE APPROPRIAIE CUNOIAONS OF DEVQOPMENT AND /OR qTY AND STALE LA NS AND HAW BEE7V FOUND ACCEPTABLE ROBERT MOEHIfNGi ACE. 63p5 DA 7t GTY ENGINEER CITY OF LAKE QSINORE j s THIS PLAN IS ACCURATE FOR SIGNING AND STRIPING ONLY. CITY OF LAKE ELSINORE I S" 5 SIGNING AND STRIPING PLAN FOR: 8 CANYON HILLS MARKETPLACE ! PA3 -7RACT 30496 R oN 1515 or(6 l DESIGNER: Q DF SrDN fvl H. H• cr` TRAFFIC AND TRANSPORTATION ENGINEERING RHC DRAW c No. 34512 N rn 9255 DILLON DRIVF, LA MESA, CA. 91941 RC W_ Exp. 9 -30-05 Tv tel. 589 -9151 1 ax 8 -9209 DATE: 6122105 RICHARD H. CRAFTS R.C.E. 34512 OF CqL \F REGISTRATION IRES: 9 -30-05 Igoe No.. 29300 CITY OF LAKE ELSINORE I S" 5 SIGNING AND STRIPING PLAN FOR: 8 CANYON HILLS MARKETPLACE ! PA3 -7RACT 30496 R oN 1515 or(6 l LEGEND@- p NEW SIGN LOCATION 3 R13 EXISTING SIGN LOCATION 1 CONSTRUCTION NOTE I O. 31 STRIPING DETAIL (PER CALTRANS STANDARDS) I EXISTING MARKINGS DETAIL OI NEW MARKINGS 4 I R18 -1 s 1 R1 200' - 39A -38 R41 15' 15' \ J 9 \ - 9 R2(50) R26 (S) \ 9 C R81 38A - - -- 0 0 3 o E 38 B 10 38A CURB 12 - 13 _ B 9) E 10 B 39 f It 113 5 RAILROAD CANYON ROAD v TRUCK ROUTE" 0-wi- 0 TP'.1 Inv 19 / \1 ITrii o. 10 9 B 10 1 R18 -1 O R26D R81 CURB u E@ 00 N_ o CURB 38A 39 TRUCK ROUTE" CANYON HILLS ROAD 6 o 8 I I CURB 60'- DETAIL 38A 60'- 4" SOLID WHITE 1 R26 8 13' 13' C 81 B 10 13' 13' 6 b 10 C Fad 5 7 R73 5 R 10 (RT) 9 as w JFF i s 5 X 5 7_87. 7A & TYPE N 124 2 r D 0 m m 00 0 I C I m I T a 9. 9 E S EET 5 FO IGIllllliING ND' STRIPING MODIFICATIONS IN THIS AREA CANYON HILLS ROAD 1 FURNISH AND INSTALL NEW SIGN. 2 INSTALL 10' WIDE CROSSWALK IN THERMOPLASTIC. 3 INSTALL 12" WIDE LIMIT LINE IN THERMOPLASTIC. 4 INSTALL "STOP" PAVEMENT MARKINGS IN THERMOPLASTIC. 5 EXISTING SIGNING AND STRIPING TO REMAIN. 6 RELOCATE EXISTING SIGN AS SHOWN. 7 REMOVE AND SALVAGE EXISTING SIGN. 8 INSTALL TYPE IV (LT) ARROW IN THERMOPLASTIC. 9 INSTALL TYPE IV (RT) ARROW IN THERMOPLASTIC. 10 REMOVE EXISTING STRIPING AND PAVEMENT MARKINGS. 11 JOIN EXISTING STRIPING. 12 INSTALL TYPE VI LANE DROP ARROW IN THERMOPLASTIC. 13 INSTALL "BIKE LANE" MARKINGS IN THERMOPLASTIC. 14 EXTEND LANE STRIPING TO NEW CROSSWALK. 1p- THIS PLAN IS ACCURATE FOR SIGNING AND STRIPING ONLY. MARK REVISIONS APPRO eY DATE BENCH MARK CER77FICA 77ON r ELEVA 1101V: 1400.873 DA 7UM.' NA VD 29 THESE PLANS HA W BEEN REVIEWED FOR COMPLIANCE ff1TN THE Q F CNq u - -as RHC CITY OF LAKE ELSINORE S" 6AAca - L) L D DAZE.• 1970 APPROPRIATE COND177ONS OF DEVELOPMENT AND /OR CITY AND v H• F TRAFFIC AND TRANSPORTATION ENGINEERING RIVERSIDE COUNTY DES/GNA7101V: E -14 -70 STATE' LAWS AND HAVE BEEN FOUND ACCEPTABLE ,' " , - DRAWN: SIGNING AND STRIPING PLAN FOR. Q DESCRIPTION: 2.7 MILES N0RTHEAST ALONG RAILROAD CANYON No. 34512 N m 9255 DILLON DRNE, LA MESA, CA. 9 41 RC 8 rn OF ROAD FROM THE INTERSEC770N OF RAILROAD CANYON ROAD AND EV. 9 -30-05 tel. 589 -9151 fax 89 209 DATE: SHEETS STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD s Nl 6122105 CANYON HILLS MARKETPLACE T OF POWER POLE B - M L N FId:F N0. CANYON ROAD, 6.0 FEET SOUTHWES 0 90 BERT OEH I 6 ROE_ 63056 DA>F RICHARD H. CRAFTS R.C.E. 34512 NO.: PA J— TRACT 30496 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS F F REgSTRATtON E iRES: 9 -30-05CITYENGINEEROFCAt- DISK SET IN 7HE TOP OF CONCRETE POST E -14 70 CITY OF LAKE E sw?E 29300 O CONDUCTOR ` t/ CALL NEW CONDUCTORS) rnuninr a7F Mn RIIN emmoAA f R -3 AN. El INSTALL NEW TYPE "E" LOOP DETECTORS AS SHOWN. ABANDON EXISTING LOOP DETECTORS. E AT LOCATION ®, ADD 06 PED HEAD. REMOVE EXISTING 07 VEHICLE HEAD. REMOVE AND SALVAGE EXISTING R96 & R96A SIGNS. E AT LOCATION DO, RELOCATE 26 -4-80 STANDARD TO LOCATION 111TH NEW 25' SMA. FURNISH AND INSTALL NEW TYPE 15 STANDARD AS SHOWN AND NOTED. El AT LOCATION 0, ADD 03 VEHICLE HEAD. Fil AT LOCATION O, ADD 40' SIGNAL MAST ARM AND 08 & 03 MAS SIGNAL HEADS AS SHOWN. ADD 08 PED HEAD. M AT LOCATION & ADD 08 PPB. REMOVE AND SALVAGE EXISTING R96 & R96A SIGNS. Ef]EXISTING NEMA TS2 TYPE 1 SYSTEM CONTROLLER AND CABINET - TO REMAIN. MODIFY FOR PROPER FUNCTION OF SIGNAL MODIFICATIONS SHOWN HEREON. L8 EXISTING METER - TO REMAIN. E INSTALL EVPE DETECTOR PER DETAIL "C" THIS SHEET. El AT LOCATIONS ©& E0, REMOVE EXISTING 02 VEHICLE HEAD AND INSTALL 5- SECTION HEAD PER DETAIL "D" THIS SHEET. Ell REMOVE AND SALVAGE EXISTING IISNS AND REPLACE WITH REFLECTIVE SNS PER CITY SPECIAL PROVISIONS. 4 12 INSTALL BATTERY BACKUP SYSTEM (BBS) IN AN UNPAINTED ALUMINUM CABINET ON SIDE OF CONTROLLERD CABINET PER SPECIAL PROVISIONS. 1 -1 /2 "1 INSTALL 2 -DLC AB I 06 CC —` BC 4 0 TOTAL DLC'S 5 5 7 10 10 12 6 17 — — - — X - - - - - - - - - - - - - _ I ter- — - - - -- -- INTERCONNECT CABLE 1 1 1 1 1 1 1 — — _ - — 1 2 2 2 3 3 1 1 4 — — 06 Z:t TE. VP. CAB = o II I I04 I IRS9III _ ___ 06 I III I ( I 1 P STANDARD z2 GROUP A GROUP B 3 104P A WG SIZE OR H A POLE OR C/RCUI T 5 5 3' 3" 3" 3' Ew 5' 5 04 N Z AND UGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONSCABLETYPES j 1 2 3 4 O26 4 -80 05 06 07 1 08 1. TRAFFIC SIGNAL SECTION 86, AND STANDARD PLANS (DATED JULY 2002). APPLICABLE CITY OF LAKE ELSINORE AND THE SPECIAL E PROVISIONS FOR TRAFFIC SIGNAL AND HIGHWAY LIGHTING INSTALLATION IN THE CITY OF LAKE ELSINORE. NO. 14 CABLES C C POLE - AP 1 1 1 1 2. LOCATION OF ALL UNDERGROUND UTIUTIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERIMNE THE POLE - B 0 3 0 C 1 EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF N p POLE - 1 1 1 1 1000010' OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (800) 422 -4133. D U U POLE - D 1 1 1 1 1 1 1 3. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTIUTIES. POLE - E C C T 12 T POLE - F 1 1 1 1 1 1 1 1 1 1 1 1 1 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 0 p R POLE - G 1 1 1 1 1 1 1 1 5. ALL VEHICLE NEW AND EXISTING INDICATIONS SHALL RETYPE 1 L.E.D. 12" WITH FULL CIRCLE VISORS, POLE - H 1 4 1 PULLBOXES SHALL BE NO. AND CONDUIT SHALL BE 2" RIGID METAL EXCEPT AS SHOWN. ALL SIGNAL HEADS TOTAL CABLES 3 CON 12 CON 2 2 2 2 2 2 2 AND HARDWARE SHALL BE METAL. ALL RED, YELLOW, GREEN & PEDESTRIAN (HAND, FLASHING HAND, WALKING 10 SAFETY UGHTING 2 2 2 2 2 2 2 2 PED} INDICATIONS SHALL BE L.E.D.. 12 SNS SIGNS SIGNAL SERVICE 6. ALL EXISTING STRIPING AND MARKINGS TO REMAIN SHALL BE REPAINTED FOR A DISTANCE OF 300' FROM BACK TOTAL CONDUCTORS 2 4 4 4 4 4 2 2 4 OF CROSSWALK ON ALL APPROACHES. oil 1 1 1 1 7. STREET NAME SIGNS SHALL BE REFLECTORIZED, WHITE LETTERS ON BLUE BACKGROUND WITH CITY LOGO AND B" 021031 1 5 5 1 CITY OF LAKE ELSINORE" BELOW STREET NAME. SEE SPECIAL PROVISIONS. . B- TYPE 041 4--4 4 4 4 4 4 DLC 05 1 1 6 061 1 1 12 1 14 1 4 1 14 1 1 4 1 1 8 9 A07 8 R -3 AN. El INSTALL NEW TYPE "E" LOOP DETECTORS AS SHOWN. ABANDON EXISTING LOOP DETECTORS. E AT LOCATION ®, ADD 06 PED HEAD. REMOVE EXISTING 07 VEHICLE HEAD. REMOVE AND SALVAGE EXISTING R96 & R96A SIGNS. E AT LOCATION DO, RELOCATE 26 -4-80 STANDARD TO LOCATION 111TH NEW 25' SMA. FURNISH AND INSTALL NEW TYPE 15 STANDARD AS SHOWN AND NOTED. El AT LOCATION 0, ADD 03 VEHICLE HEAD. Fil AT LOCATION O, ADD 40' SIGNAL MAST ARM AND 08 & 03 MAS SIGNAL HEADS AS SHOWN. ADD 08 PED HEAD. M AT LOCATION & ADD 08 PPB. REMOVE AND SALVAGE EXISTING R96 & R96A SIGNS. Ef]EXISTING NEMA TS2 TYPE 1 SYSTEM CONTROLLER AND CABINET - TO REMAIN. MODIFY FOR PROPER FUNCTION OF SIGNAL MODIFICATIONS SHOWN HEREON. L8 EXISTING METER - TO REMAIN. E INSTALL EVPE DETECTOR PER DETAIL "C" THIS SHEET. El AT LOCATIONS ©& E0, REMOVE EXISTING 02 VEHICLE HEAD AND INSTALL 5- SECTION HEAD PER DETAIL "D" THIS SHEET. Ell REMOVE AND SALVAGE EXISTING IISNS AND REPLACE WITH REFLECTIVE SNS PER CITY SPECIAL PROVISIONS. 4 12 INSTALL BATTERY BACKUP SYSTEM (BBS) IN AN UNPAINTED ALUMINUM CABINET ON SIDE OF CONTROLLERD CABINET PER SPECIAL PROVISIONS. 1 -1 /2 "1 INSTALL 2 -DLC AB I 06 CC —` BC 4 0 TOTAL DLC'S 5 5 7 10 10 12 6 17 — — - — X - - - - - - - - - - - - - _ I ter- — - - - -- -- INTERCONNECT CABLE 1 1 1 1 1 1 1 — — _ - — 1 2 2 2 3 3 1 1 4 — — 06 Z:t TE. VP. CAB = o II I I04 I IRS9III _ ___ 06 I III I ( I 1 IL ROAD- CANYON - ROA 400' TO BCR EXISTING 1- 1 /2 "C., INSTALL 3 -DLC BC III '- p 01 &5 EVPE I III III o o° I I II 8 724 1 t 3, rr 1 4 e-1 L 05 L 2 2&5 EVPE 02r L_'''' III III - -- G L ' '1',;I I I I III OLA ao02 039 PE OLA 2 I y I 04P O A -A EXISTING 1f l S I B 02P ,/ 03 CONDUIT _ 42j 0 Os 5 319 'I 4' W POLE SCHEDULE G NVl ; s , XISqNG ., I LL,, 2 - A B.C.R. O Locnnav O R I -" PEDESTRIAN SEE DETAIL 'A' LUMINAIRE AL MOUNDNG PPB SNS REMARKS M HPSV - LUM. POLE MASTARM MOUNTING 0 QUAD RROW A B 1 IXISDNG STANDARD I, REMOVE EXIST. R96/h96B SIGN I +J 12" 250W SV -2 -TA MAS $p- C$ - - - }OI ilAld Rd EXIST EXIST qpp 06 PED HEAD NO SCALE REMOVE EXIST. 07 VEHICLE HEAD Q 0 I III 4 I II I 7P-1 -T - SP-i L5 8 w R 8' 3' NEW STANDARD 7,6' R60 RELOCATED STANDARD ?.,C• J I I I I I L.1 I 3M "OPTICOM' DETECTOR 15' 250W SV -1 -T 2 -MAS SP -1 -CS B S L 1w ! `" I NEW STANDARD I ` m I I III ( A &121 ASTRO 16 T - SP -1 -CS 4 w R - -3' 30 o MINI -BR,4C 11 EXISANG STANDARD O I OR EQUAL rq 2 -MAS SP -1 -CS 4 W L 1W y EXIST EXIST REMOVE EXIST. R73(U -NRN I III III I MAST ARM 12' 250W SV 2 INSTALL R73 -2 EXISTING STANDARD ( 1 I I III t I1 I ,/ STAINLESS STEEL BASE Fx.sr INSTALL 03 VEHICLE HEAD R Y G YA GA 15' 250W S 1iT - SP- l -GS z ry _... _ . . I I I n t- EXISTING STANDARD I 5- SECTION SIGNAL HEAD V.P. DETECTOR MOUNTING DETAIL AL12' 250W Sj 1 -T 2 -MAS SAP -1 -T Z N L - EXIST EXIST INSTALL 40' MAST ARAI INSTALLVFH. dt PED. HEADS ^w,L A ' D9 III II i1 u u II II II II T-- EXISTING 1- 1 /2 "C., 1 -DLC TYPE "E" LOOP. 6' DIA. (TYP). LOOP SHALL BE TYPE 2. LOOP SEAL CON BE HOT MELT RUBBERIZED ASPHAL STD. 86 -5.01 A(5). 10' 3' LANE UNE 12" WIDE X -WALK OR UMIT UNE PJIL a NO SCALE J VIRE T SHALL T PER STATE EXIST EXIS T EXISTING STANDARD - j - 04 I I SP-1- 8 I NO SCALE 0 20' 40' 60' 80' 100 E R INSTALL 08 PPB ' 15 250W SV -2- TA - 2" 1 -SIC i E D ING CENTER LE SIGNAL HEADS SHALL BE 12" L.E.D. WITH BACKPLATES. w : E T D V A CONT O ER CABINET GRAPHIC SCALE ALL VEHIC XXX = EXISTING EQUIPMENT DESIGNER: I CER RFICA 7 ON - - V.. CITY OF LADE ELSINORE " 7 MARK REVISIONS APPROVED BY DATF BENCH MARK gOF S/p RHC ELEVATION: 1400.873 DATUM. NAVD 29 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE IM lH THE Q Nq -- O DA 1970 APPROPRIA TE CONDI110NS OF DEVELOPMENT AND /OR CITY AND F H. c TRAFFIC AND TRANSPORTATION ENGINEERING tAwt: AS C, TABLE ti _ _ TRAFTIC SIGNAL PLAN FOR. 8 RIWygDE COUNTY DESIGNATION.- E- 14— 70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE c No. 34512 9255 DILLON DR LA MESA. CA. 1941 RC m fa -9209 Y 7 MILES NORTHEAST ALONG RAILROAD CANYON Eq. 9 -30-05 ; tel. 589 -9151 DATE: CAN YON HILLS MARKETPLACE DESCR/P110N. 2. ROAD FROM THE INTERSECTION OF RAILROAD CANYON ROAD AND % 8 q o 5 * 6/22/05 fTLE N0. STATE HIGHWAY 71, 122.0 FEET NORTHWEST of RAILROAD DATE P RICHARD H. CRAFTS R.C.E. 34512 PA3 —TRACT 30496 ROBERT MOCHLINV R`LE a3o5fc y. ,roe No.. AD 6.0 FEET SOUTHWEST OF POWER POLE F Fo REGISTRATION IRES: 9 -30-05 O CANYON ROAD. 1853732E, t.0 FEET NORTHEAST OF A MARKER POST, A BRASS CITY ENGINEER OF CAI- CITY OF LAKE ELS/NORE 29300 DISK SET IN THE TOP OF CONCRETE POST E -14 70 7X 141117T , s B01 93RAMFHA0A STANDARD z2 GROUP A GROUP B 3 104P SIG. i O29 5 -80 50' 1 f —A (107 01 02 03 NOT 04 N Z 7YPIE 15 R j 50' FO TYPE 15 0 O26 4 -80 05 06 07 1 08 IL ROAD- CANYON - ROA 400' TO BCR EXISTING 1- 1 /2 "C., INSTALL 3 -DLC BC III '- p 01 &5 EVPE I III III o o° I I II 8 724 1 t 3, rr 1 4 e-1 L 05 L 2 2&5 EVPE 02r L_'''' III III - -- G L ' '1',;I I I I III OLA ao02 039 PE OLA 2 I y I 04P O A -A EXISTING 1f l S I B 02P ,/ 03 CONDUIT _ 4 2j 0 Os 5 319 'I 4' W POLE SCHEDULE G NVl ; s , XISqNG ., I LL,, 2 - A B.C.R. O Locnnav O R I -" PEDESTRIAN SEE DETAIL 'A' LUMINAIRE AL MOUNDNG PPB SNS REMARKS M HPSV - LUM. POLE MASTARM MOUNTING 0 QUAD RROW A B 1 IXISDNG STANDARD I, REMOVE EXIST. R96/h96B SIGN I +J 12" 250W SV -2 -TA MAS $p- C$ - - - }OI ilAld Rd EXIST EXIST qpp 06 PED HEAD NO SCALE REMOVE EXIST. 07 VEHICLE HEAD Q 0 I III 4 I II I 7P-1 -T - SP-i L5 8 w R 8' 3' NEW STANDARD 7,6' R60 RELOCATED STANDARD ?.,C• J I I I I I L.1 I 3M "OPTICOM' DETECTOR 15' 250W SV -1 -T 2 -MAS SP -1 -CS B S L 1w ! `" I NEW STANDARD I ` m I I III ( A &121 ASTRO 16 T - SP -1 -CS 4 w R - -3' 30 o MINI -BR,4C 11 EXISANG STANDARD O I OR EQUAL rq 2 -MAS SP -1 -CS 4 W L 1W y EXIST EXIST REMOVE EXIST. R73(U -NRN I III III I MAST ARM 12' 250W SV 2 INSTALL R73 -2 EXISTING STANDARD ( 1 I I III t I1 I ,/ STAINLESS STEEL BASE Fx.sr INSTALL 03 VEHICLE HEAD R Y G YA GA 15' 250W S 1iT - SP- l -GS z ry _... _ . . I I I n t- EXISTING STANDARD I 5- SECTION SIGNAL HEAD V.P. DETECTOR MOUNTING DETAIL AL12' 250W Sj 1 -T 2 -MAS SAP -1 -T Z N L - EXIST EXIST INSTALL 40' MAST ARAI INSTALLVFH. dt PED. HEADS ^w,L A ' D9 III II i1 u u II II II II T-- EXISTING 1- 1 /2 "C., 1 -DLC TYPE "E" LOOP. 6' DIA. (TYP). LOOP SHALL BE TYPE 2. LOOP SEAL CON BE HOT MELT RUBBERIZED ASPHAL STD. 86 -5.01 A(5). 10' 3' LANE UNE 12" WIDE X -WALK OR UMIT UNE PJIL a NO SCALE J VIRE T SHALL T PER STATE EXIST EXIS T EXISTING STANDARD - j - 04 I I SP-1- 8 I NO SCALE 0 20' 40' 60' 80' 100 E R INSTALL 08 PPB ' 15 250W SV -2- TA - 2" 1 -SIC i E D ING CENTER LE SIGNAL HEADS SHALL BE 12" L.E.D. WITH BACKPLATES. w : E T D V A CONT O ER CABINET GRAPHIC SCALE ALL VEHIC XXX = EXISTING EQUIPMENT DESIGNER: I CER RFICA 7 ON - - V.. CITY OF LADE ELSINORE " 7 MARK REVISIONS APPROVED BY DATF BENCH MARK gOF S/p RHC ELEVATION: 1400.873 DATUM. NAVD 29 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE IM lH THE Q Nq -- O DA 1970 APPROPRIA TE CONDI110NS OF DEVELOPMENT AND /OR CITY AND F H. c TRAFFIC AND TRANSPORTATION ENGINEERING tAwt: AS C, TABLE ti _ _ TRAFTIC SIGNAL PLAN FOR. 8 RIWygDE COUNTY DESIGNATION.- E- 14— 70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE c No. 34512 9255 DILLON DR LA MESA. CA. 1941 RC m fa -9209 Y 7 MILES NORTHEAST ALONG RAILROAD CANYON Eq. 9 -30-05 ; tel. 589 -9151 DATE: CAN YON HILLS MARKETPLACE DESCR/P110N. 2. ROAD FROM THE INTERSECTION OF RAILROAD CANYON ROAD AND % 8 q o 5 * 6/22/05 fTLE N0. STATE HIGHWAY 71, 122.0 FEET NORTHWEST of RAILROAD DATE P RICHARD H. CRAFTS R.C.E. 34512 PA3 —TRACT 30496 ROBERT MOCHLINV R`LE a3o5fc y. ,roe No.. AD 6.0 FEET SOUTHWEST OF POWER POLE F Fo REGISTRATION IRES: 9 -30-05 O CANYON ROAD. 1853732E, t.0 FEET NORTHEAST OF A MARKER POST, A BRASS CITY ENGINEER OF CAI- CITY OF LAKE ELS/NORE 29300 DISK SET IN THE TOP OF CONCRETE POST E -14 70 7X 141117T , s B01 STANDARD N0. TYPE MASTi SIG. i O29 5 -80 50' Og f —A (107 O19 3 -80 OD 7YPIE 15 O29 5 -80 50' FO TYPE 15 O26 4 -80 40* OTYPE 15 IL ROAD- CANYON - ROA 400' TO BCR EXISTING 1- 1 /2 "C., INSTALL 3 -DLC BC III '- p 01 &5 EVPE I III III o o° I I II 8 724 1 t 3, rr 1 4 e-1 L 05 L 2 2&5 EVPE 02r L_'''' III III - -- G L ' '1',;I I I I III OLA ao02 039 PE OLA 2 I y I 04P O A -A EXISTING 1f l S I B 02P ,/ 03 CONDUIT _ 42j 0 Os 5 319 'I 4' W POLE SCHEDULE G NVl ; s , XISqNG ., I LL,, 2 - A B.C.R. O Locnnav O R I -" PEDESTRIAN SEE DETAIL 'A' LUMINAIRE AL MOUNDNG PPB SNS REMARKS M HPSV - LUM. POLE MASTARM MOUNTING 0 QUAD RROW A B 1 IXISDNG STANDARD I, REMOVE EXIST. R96/h96B SIGN I +J 12" 250W SV -2 -TA MAS $p- C$ - - - }OI ilAld Rd EXIST EXIST qpp 06 PED HEAD NO SCALE REMOVE EXIST. 07 VEHICLE HEAD Q 0 I III 4 I II I 7P-1 -T - SP-i L5 8 w R 8' 3' NEW STANDARD 7,6' R60 RELOCATED STANDARD ?.,C• J I I I I I L.1 I 3M "OPTICOM' DETECTOR 15' 250W SV -1 -T 2 -MAS SP -1 -CS B S L 1w ! `" I NEW STANDARD I ` m I I III ( A &121 ASTRO 16 T - SP -1 -CS 4 w R - -3' 30 o MINI -BR,4C 11 EXISANG STANDARD O I OR EQUAL rq 2 -MAS SP -1 -CS 4 W L 1W y EXIST EXIST REMOVE EXIST. R73(U -NRN I III III I MAST ARM 12' 250W SV 2 INSTALL R73 -2 EXISTING STANDARD ( 1 I I III t I1 I ,/ STAINLESS STEEL BASE Fx.sr INSTALL 03 VEHICLE HEAD R Y G YA GA 15' 250W S 1iT - SP- l -GS z ry _... _ . . I I I n t- EXISTING STANDARD I 5- SECTION SIGNAL HEAD V.P. DETECTOR MOUNTING DETAIL AL12' 250W Sj 1 -T 2 -MAS SAP -1 -T Z N L - EXIST EXIST INSTALL 40' MAST ARAI INSTALLVFH. dt PED. HEADS ^w,L A ' D9 III II i1 u u II II II II T-- EXISTING 1- 1 /2 "C., 1 -DLC TYPE "E" LOOP. 6' DIA. (TYP). LOOP SHALL BE TYPE 2. LOOP SEAL CON BE HOT MELT RUBBERIZED ASPHAL STD. 86 -5.01 A(5). 10' 3' LANE UNE 12" WIDE X -WALK OR UMIT UNE PJIL a NO SCALE J VIRE T SHALL T PER STATE EXIST EXIS T EXISTING STANDARD - j - 04 I I SP-1- 8 I NO SCALE 0 20' 40' 60' 80' 100 E R INSTALL 08 PPB ' 15 250W SV -2- TA - 2" 1 -SIC i E D ING CENTER LE SIGNAL HEADS SHALL BE 12" L.E.D. WITH BACKPLATES. w : E T D V A CONT O ER CABINET GRAPHIC SCALE ALL VEHIC XXX = EXISTING EQUIPMENT DESIGNER: I CER RFICA 7 ON - - V.. CITY OF LADE ELSINORE " 7 MARK REVISIONS APPROVED BY DATF BENCH MARK gOF S/p RHC ELEVATION: 1400.873 DATUM. NAVD 29 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE IM lH THE Q Nq -- O DA 1970 APPROPRIA TE CONDI110NS OF DEVELOPMENT AND /OR CITY AND F H. c TRAFFIC AND TRANSPORTATION ENGINEERING tAwt: AS C, TABLE ti _ _ TRAFTIC SIGNAL PLAN FOR. 8 RIWygDE COUNTY DESIGNATION.- E- 14— 70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE c No. 34512 9255 DILLON DR LA MESA. CA. 1941 RC m fa -9209 Y 7 MILES NORTHEAST ALONG RAILROAD CANYON Eq. 9 -30-05 ; tel. 589 -9151 DATE: CAN YON HILLS MARKETPLACE DESCR/P110N. 2. ROAD FROM THE INTERSECTION OF RAILROAD CANYON ROAD AND % 8 q o 5 * 6/22/05 fTLE N0. STATE HIGHWAY 71, 122.0 FEET NORTHWEST of RAILROAD DATE P RICHARD H. CRAFTS R.C.E. 34512 PA3 —TRACT 30496 ROBERT MOCHLINV R`LE a3o5fc y. ,roe No.. AD 6.0 FEET SOUTHWEST OF POWER POLE F Fo REGISTRATION IRES: 9 -30-05 O CANYON ROAD. 1853732E, t.0 FEET NORTHEAST OF A MARKER POST, A BRASS CITY ENGINEER OF CAI- CITY OF LAKE ELS/NORE 29300 DISK SET IN THE TOP OF CONCRETE POST E -14 70 7X 141117T , s B01 GENERAL NOTES 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86, AND STANDARD PLANS (DATED JULY 2002), APPLICABLE CITY OF LAKE ELSINORE AND TO THE SPECIAL PROVISIONS FOR TRAFFIC SIGNAL AND HIGHWAY LIGHTING INSTALLATION IN THE CITY OF LAKE ELSINORE. 2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERIMNE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (800) 422 -4133. 3. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 5. ALL VEHICLE INDICATIONS SHALL BE L.E.D. 12", PULLBOXES SHALL BE NO.6 AND CONDUIT SHALL BE 2" RIGID METAL EXCEPT AS SHOWN. ALL SIGNAL HEADS AND HARDWARE SHALL BE METAL. ALL RED, YELLOW, GREEN & PEDESTRIAN (HAND, FLASHING HAND, WALKING PED) INDICATIONS SHALL BE L.E.D.. 6. ALL EXISTING STRIPING AND MARKINGS TO REMAIN SHALL BE REPAINTED FOR A DISTANCE OF 300' FROM BACK OF CROSSWALK ON ALL APPROACHES. 7. STREET NAME SIGNS SHALL BE REFLECTORIZED, WHITE LETTERS ON BLUE BACKGROUND WITH CITY LOGO AND CITY OF LAKE ELSINORE" BELOW STREET NAME. SEE SPECIAL PROVISIONS. ING NSTA vu-sq IC T HE C ON HILLS — — OAD A ON O OLLER r % •1:;. 4- VA %t-t-S 0 PO 8CHl=7ff_:)ULE GROUP APOLEOR CIRCUIT CONDUIT RA RA&RA NOT USEDPARAPAIll STANDARD PEDES7R/AN SEE DETAIL "A" N0. 01 LUM INA/RE VEHICLE S/GNAL MOUNTING SIGNAL PPB REFLECTIVE REMARKS Z TYPE MASTARM HPSV USED Q: S.N.S , SIG. LUM. POLE MASTARM MOUN77NG 0 QUAD RROW A B A 26 -4-80 40' 15' 25OW SV -2- TA A etoee , STA. 51 2 -MAS V' x,rketQ 7 +17 B 16 -2 -80 20' SV -3- TA 1 -MAS STA. 3' 7 +82 O26 4-80 40' 15' 25OW SV -1- T 2 -MAS SP -1 -CS 2 W L m 8.7' 3' Lyel cc TYPE 15 15' 25OW 2 E L 7.7' 3' O1A 10' TV-2 -T SP -1 -CS 00000 8.4' 3' m 000000 oaa000 m aaove m 000 00000 r -= veveae noe000mmm Emmorawi-Imw mmm INI X)NNECT CABLE 00000©mmm GENERAL NOTES 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86, AND STANDARD PLANS (DATED JULY 2002), APPLICABLE CITY OF LAKE ELSINORE AND TO THE SPECIAL PROVISIONS FOR TRAFFIC SIGNAL AND HIGHWAY LIGHTING INSTALLATION IN THE CITY OF LAKE ELSINORE. 2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERIMNE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (800) 422 -4133. 3. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 5. ALL VEHICLE INDICATIONS SHALL BE L.E.D. 12", PULLBOXES SHALL BE NO.6 AND CONDUIT SHALL BE 2" RIGID METAL EXCEPT AS SHOWN. ALL SIGNAL HEADS AND HARDWARE SHALL BE METAL. ALL RED, YELLOW, GREEN & PEDESTRIAN (HAND, FLASHING HAND, WALKING PED) INDICATIONS SHALL BE L.E.D.. 6. ALL EXISTING STRIPING AND MARKINGS TO REMAIN SHALL BE REPAINTED FOR A DISTANCE OF 300' FROM BACK OF CROSSWALK ON ALL APPROACHES. 7. STREET NAME SIGNS SHALL BE REFLECTORIZED, WHITE LETTERS ON BLUE BACKGROUND WITH CITY LOGO AND CITY OF LAKE ELSINORE" BELOW STREET NAME. SEE SPECIAL PROVISIONS. ING NSTA vu-sq IC T HE C ON HILLS — — OAD A ON O OLLER r % •1:;. 4- VA %t-t-S 0 PO 8CHl=7ff_:)ULE GROUP A GROUP 8 NOT USED POLE LOCH 71ON STANDARD PEDES7R/AN SEE DETAIL "A" N0. 01 LUM INA/RE VEHICLE S/GNAL MOUNTING SIGNAL PPB REFLECTIVE REMARKS Z TYPE MASTARM HPSV USED Q: S.N.S , SIG. LUM. POLE MASTARM MOUN77NG 0 QUAD RROW A B A 26 -4-80 40' 15' 25OW SV -2- TA A etoee , STA. 51 2 -MAS V' x,rketQ 7 +17 B 16 -2 -80 20' SV -3- TA 1 -MAS STA. 3' 7 +82 O26 4-80 40' 15' 25OW SV -1- T 2 -MAS SP -1 -CS 2 W L m 8.7' 3' Lyel cc TYPE 15 15' 25OW 2 E L 7.7' 3' O1A 10' TV-2 -T SP -1 -CS 8.4' 3' ALL VEHICLE SIGNAL HEADS SHALL BE 12" L.E.D. WITH BACKPLATES . MARK REVISIONS APPRO BY DA 7F BENCH MARK As- 8otL:r W1107 ELEVATION: 1400.873 DA 7UM.• NA VD 29 DATE• 1970 RVERSTDE COUNTY DESIGNA TION: E- 14- 70 DESCR/P770N: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE /NTER.C770N OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOU7HWEST- OF POWER POLE/ 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DISC SET IN THE TOP OF CONCRETE POST E -14 -70 A 11-)LA c. 1 1 er1 CER11FlCA110N THESE PLANS HAW BEDV RENEWID FOR COMPLIANCE WITH THE APPROPRIAIF CaVDIAQNS OF DEVELOPMENT AND /OR qTY AND STA7F LAMS AND HAVE BEEN FOUND ACCEPTABLE 8 Y o5 R9BERT MoEHLINb, RAE b3 DALE p7Y ENGINEER p1Y OF LAKE ELSINORE rte- /-K-1 i 1 INSTALL AN ECONOLITE TS2, TYPE 2 ASC /2S -2100 CONTROLLER ASSEMBLY, TELEMETRY, EMERGENCY VEHICLE PRE -EMPT AND APPURTENANCES IN TYPE "P" UNPAINTED ALUMINUM CABINET. SET TOP OF FOUNDATION AT 18" ABOVE GRADE. INSTALL BATTERY BACKUP SYSTEM (BBS) PER CALTRANS STANDARD IN CABINET ON SIDE OF CONTROLLER CABINET PER CITY SPECIAL PROVISIONS. F21 INSTALL 120/240 VOLT TYPE III -CF SERVICE WITH 120 VOLT 50 AMP METERED SIGNAL CIRCUIT AND SEPARATELY METERED 120 VOLT 30 AMP LIGHTING CIRCUIT. El INSTALL 3" CONDUIT WITH PULL ROPE PER SOUTHERN CALIFORNIA EDISON REQUIREMENTS. E INSTALL 36 "X36" R73 -2 SIGN AS SHOWN ON PLAN. E INSTALL 36 "X30" R61 -20 SIGN AS SHOWN ON PLAN. El INSTALL SURFACE MOUNT WEATHERPROOF ALUMINUM NEMA ENCLOSURE ON THE SIDE OF THE CONTROLLER CABINET FOR TELEPHONE INTERFACE ACCESS. MINIMUM ENCLOSURE DIMENSIONS SHALL BE 11 "X11 "X4" WITH 3/4" PLYWOOD BACKBOARD. F71 REMOVE AND SALVAGE EXISTING STREET LIGHT. REMOVE FOUNDATION BELOW GROUND LEVEL. 1E FURNISH AND INSTALL R96 & R96A SIGNS ON SIGNAL POLE. TYPE "E" LOOP. 6- DIA. (fYP). LOOP WIRE SHALL BE TYPE 2. LOOP SEAL COAT SHALL BE HOT MELT RUBBERIZED ASPHALT PER STATE STD. 86 -5.01 A(5). 10' 31 LANE LINE 12" WIDE X -WALK OR LIMIT LINE AlL 9A' CEDETAIL m NO SCALE NO SCALE F-WA Y Fi73Ct O a DETAIL NO SCALE H. E`y TRAFFIC AND TRANSPORTATION ENGINEERING c No. 34512 m 9255 DILLON DR LA Mpk CA. 91941 Exp. 9 -30-05 ;v tel. 589 -9 1 ax 589 -9209 1, o RICHARD H. CRAP S R.C.E. 34512 F OF CAL \F REGISTRAWN EXPIRES: 9 -30-05 DESIGNER: RHC DRAWN: RC DATE: 6/22/05 JOB NO.: 29300 PHASE MGRAM ! GROUP A GROUP 8 NOT USED 02P> z 01 02 03 i 04 N Z NOT USED NOT USED Q: 05 06 07 1 08 AB-121 ASTRO MINI -BRAC OR EQUAL 2 "C., 2 -DLC 06 06 3M "OPTICOM" DETI MASTARM STAINLESS STEEI E.V.P.E. DETECTOR MOUNTING DETAIL NO SCALE CTOR BASE 0 20' 40' 60' 80' GRAPHIC SCALE CITY OF LAKE ELSINORE Sil 8 100' RArf/li J/WYfIL rUt/Y fVT. p U CANYON HILLS MARKETPLACE ! OF S"= PA3 -TRACT 30496 FX No 0 5• I (07 Ll