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HomeMy WebLinkAboutCanyon Hills Marketplace 05-160-05-167_compressed (1)GENERAL NO TES 1. NOTE TO CONTRACTORS- THE EXISTENCE AND LOCA7701V OF ANY UNDERGROUND U77LITY PIPES OR 57PUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONS 77 TU TE A REPRESEN TA 77ON AS TO THE ACCURACY OR COMPLETENESS OF THE LOCA770N, NOR THE EX157ENCE OR NON-EXIS7FNCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAU77ONARY MEASURES FOR THE PR07FC77ON OF ALL UTILITIES, PIPE OR STRUCTURES, WETHER SHO*N ON THESE PLANS OR NOT. ANY U 77L1 TY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED TO THE SA 775FAC77ON OF THE GOVERNING AGENCY BY THE CONTRACTOR AT HIS EXPENSE. 2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIF7CA TIONS FOR PUBLIC WORKS LATEST EDI TION AND STANDARD DRAWINGS IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL 77YES 3. 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 FRIDA Y 4. CON TRA C TOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CAL TRANS TRAFFIC MANUAL AND WATCH MANUAL A T ALL 77MES DURING CONSTRUCTION AS APPROVED BY CITY ENGINEER OR HIS REPRESEN TA 77 VE. FAILURE TO DO SO SHALL REQUIRE IMMEDIA TE WORK STOPPAGE. 5 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR To ARRANGE FOR THE NECESSARY REL OCA 7701V OF ANY U 77LI TIES CONTRACTOR SHALL NOTIFY ALL U77LITY COMPANIES INVOLVED AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING WORK. 1-800-422-4133 UNDERGROUND SERVICE ALERT 6. 1T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTA 77 VE A T THE JOB SI TE A T ALL 77MES DURING CONS7RUC770N. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCA77ON AND COST OF ALL EXISTTNG UTILITIES. SUBDIVIDER MUST INFORM CITY OF LAKE ELSINORE OF CON57RUCTION SCHEDULE PRIOR TO THE BEGINNING OF CONS TRUCT70N. 8. ALL UNDERGROUND FA CILI TIES WITH LA TFRALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WA 7FR, TELEPHONE, ELECTRICITY, GAS AND DRAINAGE FACILI77ES 9. ALL STREET SEC77ONS ARE TENTATIVE ADDI 77ONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING TO DE7ERMINE THE EXACT SEC77ON REQUIRED. SEC77ON THICKNESSES SHOWN ARE FOR BONDING PURPOSES ONLY 10. ALL EXIS77NG UNDERGROUND U RLI TIES AND STRUCTURES MUST BE P07HOLED AND ELEVA 77ONS VERIF7ED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE N077E OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS THE REVISIONS SHALL BE IN THE FORM OF 'AS -BUILT' PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO 7HE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. 11. ALL EXIS77NG MONUMENTA77ON DISTURBED 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 77SFAC77ON A T THE COMPLE77ON OF PROJECT BEFORE ACCEPTANCE 15 GRANTED. 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUC77ON WORK DONE WITH PUBLIC RIGHTS---OF-WAY. BEFORE ISSUANCE OF SAID PERMIT, THE CON77?ACT0R/ DEVELOPER MUST PROWDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE, REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT A T THE JOB SI IF DURING 7HE TOTAL 77ME FRAME OF PROJECT CONSTRUC77ON W9TH APPROVED SET OF IMPROVEMENT PLANS DRA WING INDEX SHEET 1 777LE SHEET WITH KEY MAP MARK REVISIOWS ISS -Z34111 -T NC77FICA 77CNS NOTE' THE CON TRA C TORS SHALL NOTIFY THE FOL L OWING U 77LI 77ES OR AGENCIES FOUR TY- EIGHT (48) HOURS PRIOR TO STARTING CONSTRUCTION OR ECA VA T70N. CITY OF LAKE ELSINORE 1-951-674-3124 GENERAL TELEPHONE 1-800-422--4133 ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-951--674-3146 SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-7200 SOUTHERN CALIFORNIA EDISON COMPANY 1-800-684-8123 MEDIA ONE CABLE TV 1-900-674--7741 UNDERGROUND SERVICE ALERT (USA.) 1-800-422-4133 ENGINEER NO77CE 1. CONTRACTOR AGREES TNA T HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CON977ONS DURING THE COURSE OF CONSTRUC770N, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THIS REQUIREMENT SHALL APPLY CON 77NUOUSL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC77ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEP77NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. ALL UNDERGROUND U77LI77ES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICA TED WT TH THEIR APPROXIMATE LOCA 77ON AND EXTENT. THE OWNER, BY ACCEP77NG THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESUL TING FROM THE EXISTENCE OF UNDERGROUND U77LI77ES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR TH05E CONSTRUCTED AT VARIANCE WI TN REPORTED OR RECORDED LOCATIONS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO PRD TFC T THE U 77L1 TIES OR S TRUC TURES SHOWN AND ANY OTHERS FOUND AT THE SITE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO N077FY THE OWNERS OF ALL U77L17IES OR STRUCTURES CONCERNED BEFORE STARTING WORK. I 3 7HE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS -CEMENT WA TER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEAL TH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIF7CA TION HEREON OF ANY SUCH PRODUCT IS AT THE DIREC77ON OF THE JURISDIC77ONAL AGENCY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL OSHA AND EPA GUIDELINES TO MINIMIZE HEALTH HAZARDS. 5. QUAN 77 77ES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANT777ES PRIOR TO BIDDING FOR CONS T YUC RON �� • 59' 10' 5' EXIST C&C REMOVE EXIST: CSG 5' i AND SIDEWALK 2Z R/W 1.2' f C/TY OF LAKE EL SINORE TRACT MAP NO. 30496 RAILROAD CANYON ROAD STREET AND STORM DRAIN IMPROVEMENT PLAN SHEET REFERENCE (TVP.) il::1" f0i Ii t L GRIND 2" BELOW FINISH SURFACE do 0VERLA Y AC 4" THK CONC. SIDEWALK PAVEMENT AS REQUIRED TYPE "A-6" CURB RAILROAD CANYON ROAD $'� NO 200 BASE COURSE AS REQUIRED M 1 EXIST. C&G ; 2Z SAWCUT AND REMOVED EXISTING PAVING. CANYON HILLS ROAD TYP. -CROSS SEC77ON APPROVED BY DA TE a 7VA 11-7 .ate Aeg zS n �ZS 1709,-/ 4 Of � REMOVED AND RECONSTRUCT EXIS77NG CURB/GUTTER AND SIDEWALK. ELEVA TION. • 1400.873 DAR/M.• NA Va 29 DA 7F• 1970 RI VFRSIDE COUNTY DESIGNA 770N E-14- 70 DESCRIPTION.• 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE INTERSECTION OF RAILROAD CANYON ROAD AND STA TE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE I 18537J2E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DISK SET IN THE TOP OF CONCRETE POST E-14-70 02 I 1 04 -7 i CANYON HILLS ROAD I L KEY MAP SCALE 1 " - 100' RIVERSIDE COUNTY ROAD IMPROVEMENT 5TANDA ROS & SPECIRCA TIONS STORM DRAIN IMPROVEMENTS STANDARD j 51 CONSTRUCT CATCH BASIN -------------------- 3O0--- 52 MODIFY TOP POR77ON OF EXIST CURB INLET ------- INTO STORY DRAIN MANHOLE 11 RCFC (MH251) 53 SAWCUT EXIS77NG SO. PIPE TO FIT S.D. MANHOLE --- ------- AND REMOLD EXISTING PIPES AND MANHOLE (�i)_CONST7RUCT MANHOLE ,{1---------------- -RCFC(MH251)-------- 55 CONSTRUCT 24" RCP (1350 -D) - ----------- ------- THESE PLANS HA VF BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE COND177ONS OF DEVELOPMENT AND/OR CITY AND STA TE LAWS AND HAVE BEEN FOUND ACCEPTABLE ROBERT MOEHLING, RCE NO: 63x5 DA lE CITY ENGINEER CITY OF LAKE ELSINORE c� No. 27232 r or, 3-31-07 � _vN OF CAO QUAN77TY 7J-------- AND VICINITY MAP SHEET 2 RAILROAD CANYON ROAD 1 EA. -------- STA. 113+46.21 TO 122+07.95 SHEET 3 RAILROAD CANYON ROAD 1 EA --------- STA. 123+74.22 TO 127+08.91 SHEET- 4 CANYON HILLS ROAD DRIVEWAYS B. C. CURB RETURNS SHEET 5 SIGNAL AND STRIPING PLAN SHEET 6 SIGNAL AND STRIPING PLAN SHEET 7 TRAFFIC SIGNAL PLAN SHEET 8 TRAFFIC SIGNAL PLAN MARK REVISIOWS ISS -Z34111 -T NC77FICA 77CNS NOTE' THE CON TRA C TORS SHALL NOTIFY THE FOL L OWING U 77LI 77ES OR AGENCIES FOUR TY- EIGHT (48) HOURS PRIOR TO STARTING CONSTRUCTION OR ECA VA T70N. CITY OF LAKE ELSINORE 1-951-674-3124 GENERAL TELEPHONE 1-800-422--4133 ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-951--674-3146 SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-7200 SOUTHERN CALIFORNIA EDISON COMPANY 1-800-684-8123 MEDIA ONE CABLE TV 1-900-674--7741 UNDERGROUND SERVICE ALERT (USA.) 1-800-422-4133 ENGINEER NO77CE 1. CONTRACTOR AGREES TNA T HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CON977ONS DURING THE COURSE OF CONSTRUC770N, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THIS REQUIREMENT SHALL APPLY CON 77NUOUSL Y AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC77ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEP77NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. ALL UNDERGROUND U77LI77ES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICA TED WT TH THEIR APPROXIMATE LOCA 77ON AND EXTENT. THE OWNER, BY ACCEP77NG THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESUL TING FROM THE EXISTENCE OF UNDERGROUND U77LI77ES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR TH05E CONSTRUCTED AT VARIANCE WI TN REPORTED OR RECORDED LOCATIONS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO PRD TFC T THE U 77L1 TIES OR S TRUC TURES SHOWN AND ANY OTHERS FOUND AT THE SITE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO N077FY THE OWNERS OF ALL U77L17IES OR STRUCTURES CONCERNED BEFORE STARTING WORK. I 3 7HE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS -CEMENT WA TER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEAL TH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIF7CA TION HEREON OF ANY SUCH PRODUCT IS AT THE DIREC77ON OF THE JURISDIC77ONAL AGENCY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL OSHA AND EPA GUIDELINES TO MINIMIZE HEALTH HAZARDS. 5. QUAN 77 77ES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANT777ES PRIOR TO BIDDING FOR CONS T YUC RON �� • 59' 10' 5' EXIST C&C REMOVE EXIST: CSG 5' i AND SIDEWALK 2Z R/W 1.2' f C/TY OF LAKE EL SINORE TRACT MAP NO. 30496 RAILROAD CANYON ROAD STREET AND STORM DRAIN IMPROVEMENT PLAN SHEET REFERENCE (TVP.) il::1" f0i Ii t L GRIND 2" BELOW FINISH SURFACE do 0VERLA Y AC 4" THK CONC. SIDEWALK PAVEMENT AS REQUIRED TYPE "A-6" CURB RAILROAD CANYON ROAD $'� NO 200 BASE COURSE AS REQUIRED M 1 EXIST. C&G ; 2Z SAWCUT AND REMOVED EXISTING PAVING. CANYON HILLS ROAD TYP. -CROSS SEC77ON APPROVED BY DA TE a 7VA 11-7 .ate Aeg zS n �ZS 1709,-/ 4 Of � REMOVED AND RECONSTRUCT EXIS77NG CURB/GUTTER AND SIDEWALK. ELEVA TION. • 1400.873 DAR/M.• NA Va 29 DA 7F• 1970 RI VFRSIDE COUNTY DESIGNA 770N E-14- 70 DESCRIPTION.• 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE INTERSECTION OF RAILROAD CANYON ROAD AND STA TE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE I 18537J2E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DISK SET IN THE TOP OF CONCRETE POST E-14-70 02 I 1 04 -7 i CANYON HILLS ROAD I L KEY MAP SCALE 1 " - 100' RIVERSIDE COUNTY ROAD IMPROVEMENT 5TANDA ROS & SPECIRCA TIONS STORM DRAIN IMPROVEMENTS STANDARD j 51 CONSTRUCT CATCH BASIN -------------------- 3O0--- 52 MODIFY TOP POR77ON OF EXIST CURB INLET ------- INTO STORY DRAIN MANHOLE 11 RCFC (MH251) 53 SAWCUT EXIS77NG SO. PIPE TO FIT S.D. MANHOLE --- ------- AND REMOLD EXISTING PIPES AND MANHOLE (�i)_CONST7RUCT MANHOLE ,{1---------------- -RCFC(MH251)-------- 55 CONSTRUCT 24" RCP (1350 -D) - ----------- ------- THESE PLANS HA VF BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE COND177ONS OF DEVELOPMENT AND/OR CITY AND STA TE LAWS AND HAVE BEEN FOUND ACCEPTABLE ROBERT MOEHLING, RCE NO: 63x5 DA lE CITY ENGINEER CITY OF LAKE ELSINORE c� No. 27232 r or, 3-31-07 � _vN OF CAO QUAN77TY 7J-------- SYMBOLS 2 EA. --------- ELEVA 77ON 1 EA. -------- FS] 100 LF ------- FLOOLINE ELEVA 770N 1 EA --------- FINISH SURFACE ELEVA TION 73 LF. STUART ENGINEERING 7525 METROPOLITAN DRIVE STE. 308 SAN DIEGO, CA 92108 (619) 296-1010 FAX (5 19) 296-9276 email: seigstuartengineering. com (� 4 P, �, 6 6 -?,4 "o -P, S77JART PEACE, R C. E. NO. 27232 DA 7E LEGEND OF ABBREW'A TIONS c CENTERLINE ELEV ELEVA 77ON T. C TOP OF CURB ELEVA TION F.L. FLOOLINE ELEVA 770N F S FINISH SURFACE ELEVA TION F. G. FINISH GRADE ELEVA 77ON B. C. BEGINNING OF CURVE E. C. END OF CUR VF P.R.C. POINT OF REVERSING CURVE P.C.C. PORTLAND CEMENT CONCRETE V. C. VER TICAL CURVE B. V.C. BEGINNING OF VER77CAL CURVE E V. C. END OF VER 77CAL CURVE P.I. POINT OF 1NTERSECON B.C.R. BEGIN CURB RETURN E. C R END OF CURB RETURN 0.0 ON CURB H.P. HIGH POINT L.P. LOW POINT T. G. TOP OF GRA TF ELEVA TION A.d. Cllr' OF JA" ELSINORE SHEET i IRA": IMPROVEMENT PLANS FOR. - DATE. CANYON HILLS MARKETPLACE OF SHEETS 6-24-a5 CDR Na. 2004-2 & 2004- 10 FILE N0. 045 248-04-03 AS BUILT WORK TO BE DONE: �4 TJ CANYON 15 HILLS Rt} NE�IPOR RD RAILROAD w 51T F - crjq. R° / LOCA 77ON :�pyt�° rr� / RR - SC6rT RD COTrONWOOD BUNDY CY1V CYN. RD - CLINTON - KEITH RO 2. RIVERSIDE COUNTY FLOOD CONTROL AND WATER THOMAS BR05 MAP PG, 2$ GRID D4. CONSERVA TION DIS TRIC T STANDARD DRA WINGS, DA TED WaN1 TY NOT TO SCAIF MAP A.d. Cllr' OF JA" ELSINORE SHEET i IRA": IMPROVEMENT PLANS FOR. - DATE. CANYON HILLS MARKETPLACE OF SHEETS 6-24-a5 CDR Na. 2004-2 & 2004- 10 FILE N0. 045 248-04-03 AS BUILT WORK TO BE DONE: TJ I. COUNTY ROAD IMPROVEMENT STANDARDS AND V N SPECIFICA 77ONS FOR RIVERSIDE COUNTY AS AMENDED � J BY ORDINANCE NO. 461. 9, DA TED JUL Y 2 1998 2. RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVA TION DIS TRIC T STANDARD DRA WINGS, DA TED APRIL 2004. (RCFC) CONS TRUC 77ON NO TES. - RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS �7 RUC TIMI IVOIFS' do SPECIFICA TIONS SURFACE IMPROVEMENTS: STANDARD / QUAN 77 TY SYMBOLS CONSTRUCT TYPE "A-6" CURB & GUTTER------- 200 1588 LF.----- CONSTRUCT TYPE "D" CURB 6" FACE--------- 204,205 -----80 LF. - --- CONSTRUCT A. C. PAVEMENT ----------------- -- 9268 SF. -- CONSTRUCT P. C.C. SIDEWALK ----------------- 400,401 ------ 8877 SF. CONSTRUCT LOCAL DEPRESSION-- ------ 311 -- 2 EA. ------ CONSTRUCT CONCRE-IF DRIVEWAY APPROACH ------ 207 ------1 EA. - =` =_ C__ CONSTRUCT CURB RAMP CASE A- ------ 403 9 EA ------- ------CONSTRUCT CONSTRUCT- CROSS GUTTER LAYOUT ---- 209,209A -----3500 SF. GRIND 2" BELOW FINISH -------------------- ------5707 SF. --- SURFACE & 0VERLA Y AC 10 REMOVE EXISTING CURB & GUTTER-------- ------1523 LF. --�- 11 REMOVE EXIS77NG SIDEWALK ------------------ -- 7590 SF. ---- 12 REMOVE EXIS77NG CROSS GUTTER -------------- -3000 SF. ---- 13 REMOVE EXISTING TREES ----- ------- -------8 EA. ------ 14 RELOCA TE EXIS77NG HANDHOLE ---------------- ------ I EA. 15 REL OCA 7F EXISTING FIRE HYDRANT ---- ------1 EA. 16 RELOCATE EXISTING SIGN -------- -------- ------2 ------ EA ------- RELOCATE EXISTING CATV VAULT --------------- ------1 REL OCA 7E EA. - 18 ADJUST TO GRADE EXISTING TELEPHONE MANHOLE ---- ------1 ------ EA ------- RELOCA TE EXISTING STREET LIGHTS ------------ REL OCA 1 EA------- ------ ------ EXISTING ELECTRICAL RISER TO REMAIN IN PLACE -- ------1 EA------- EXIS77NG 21 (B-RELOCATE RELOCATE EXIS77NG WATER RISER -------------- ------1 EA------- ------ 22 & RELOCATE EXIS77NG IRRIGA77ON VALVE-- --- ------1 ------ EA------- 23 & REL OCA TF EXISDNG RECLAIM WA TER VA VF ------- ------1 EA ------- ------- REMOVE EXIS77NG CURB INLET ----------- REMOVE 1 EA. ------ 25 REMOVE EXISTING STORM DRAIN PIPE----------- -------100 LF. ----- 26 SA WCUT EXISTING PA VFMENT & REMOVE ----- ------150 LF. ----- 27 EXISTING CURB & GU ITER RELOCATE EXISTING TRAFFIC ------------ SIGNAL --1 EA. ------ A.d. Cllr' OF JA" ELSINORE SHEET i IRA": IMPROVEMENT PLANS FOR. - DATE. CANYON HILLS MARKETPLACE OF SHEETS 6-24-a5 CDR Na. 2004-2 & 2004- 10 FILE N0. 045 248-04-03 AS BUILT TJ � V N � J 1490 - EXIS71NG GRADE o � 1480- SURFACE .O •e^F V N yrwr �I04 sL] $ TOES OF CURB FA; �� �cj- --� N --1474 4 � J9.27/4=9-82' 5 i g ExiST. GRADE o TDP OF N o � o $I `-� CURB jjsznoe� -1460 14$4- _ CURB RETURNS N! ^ o SCALE- HORIZ. I"=20", VERT 1'w=4' 113 114 CIS Rl cd CURB DATA -j k�O 17 RELOCA7F EAIS77NG CATV VAULT CONSTRUCT TYPE "D" CURB 6" FACE---------------- z LENGTH TANGENT •e^F V N yrwr �I04 sL] $ TOES OF CURB FA; �� �cj- --� N --1474 4 � J9.27/4=9-82' 5 i g ExiST. GRADE o TDP OF N o � o $I `-� CURB jjsznoe� -1460 14$4- _ CURB RETURNS N! ^ o SCALE- HORIZ. I"=20", VERT 1'w=4' 113 114 `, A! $IM 1484 •- - -a- g i.. cri t 4Iq� +! -1460 RIGHT CURB � �- � � � � $ � � � ! $ I � 1474- 115 116 117 8 4 - 7 1 16 7 = 1 k, 16� 11 �� 3 Na Nc 9 115 116 F' 117 RAILROAD CANYON RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS MYSM&M HQ do SPECIFICA 77ONS SURFACE IMPROVEMEN 7'S STANDARD # SYMBOL RELOCATE EXISTING SIGN CIS Rl 2 CURB DATA -j 204 17 RELOCA7F EAIS77NG CATV VAULT CONSTRUCT TYPE "D" CURB 6" FACE---------------- 204,205 LENGTH TANGENT CONSTRUCT A. C, PAVEMENT------�------------------- ? 1S ? W Vk 400,401 19 RELOCATE EXISTING HANDHOLE CONSTRUCT CONCRETE DRIVEWAY APPROACH --------------- 247 Y 20 RELOCATE EXISTING ELECTRICAL RISER ., .� 114 RELOCATE EXIS77NG WATER RISER `, A! $IM 1484 •- - -a- g i.. cri t 4Iq� +! -1460 RIGHT CURB � �- � � � � $ � � � ! $ I � 1474- 115 116 117 8 4 - 7 1 16 7 = 1 k, 16� 11 �� 3 Na Nc 9 115 116 F' 117 RAILROAD CANYON RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS MYSM&M HQ do SPECIFICA 77ONS SURFACE IMPROVEMEN 7'S STANDARD # SYMBOL RELOCATE EXISTING SIGN MARK REWSIONS APPROVED BY DATE BENCH -MARK ELEVA 770N, 1400,87J DA TUM: NAM 29 RIVERSIDE COUNTY DESIGNA 770N.• E-14-70 DESCRIP7701V.• 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE INTERSEC770N OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST Off' POWER POLE / 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DISK SET IN THE TOP OF CONCRETE POST E-14-70 TDP OF CURB -� RAILROAD CANYON ROAD CIS Rl 1 CURB DATA CONSTRUCT TYPE "A-6" CURB do GUT7ER-6' FACE------- 204 17 RELOCA7F EAIS77NG CATV VAULT CONSTRUCT TYPE "D" CURB 6" FACE---------------- 204,205 LENGTH TANGENT CONSTRUCT A. C, PAVEMENT------�------------------- i 1S RELOCATE EXISTING TELEPHONE MANHOLE CONSTRUCT P.C.C. SIDEWALK ------------------------ 400,401 19 RELOCATE EXISTING HANDHOLE CONSTRUCT CONCRETE DRIVEWAY APPROACH --------------- 247 Y 20 RELOCATE EXISTING ELECTRICAL RISER CONSTRUCT CURB RAMP (CASE A-2) ------------------ 2 ® 21 RELOCATE EXIS77NG WATER RISER CONSTRUCT CROSS GUTTER LAYOUT ------------------- 209 22 RELOCATE EXISTING IRRIGATlO]V VALVE CONSTRUCT A.C. OVERLAY-------------------------- 4 16=900 00' 00"25.00' REMOVE EXIS77NG CURB & GUT7ER------------------- 39.27' 23 RELOCATE EXISTING RECLAIMED WATER VALVE REMOVE EXIS77NG SIDEWALK-------------------------- A=900 00' 00" 24 REMOVE EXIS77NG CURB INLET REMOVE EXISTING TREES ---------------------------- 25-00' 25 REMOVE EXIS77NG STORM DRAIN PIPE RELOCATE EXISTING HANDHOLE----------------------- E 27 RELOCATE EX1S77NG TRAFFIC SIGNAL MARK REWSIONS APPROVED BY DATE BENCH -MARK ELEVA 770N, 1400,87J DA TUM: NAM 29 RIVERSIDE COUNTY DESIGNA 770N.• E-14-70 DESCRIP7701V.• 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE INTERSEC770N OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST Off' POWER POLE / 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DISK SET IN THE TOP OF CONCRETE POST E-14-70 TDP OF CURB -� RAILROAD CANYON ROAD SCALE- HORIZ. 1 "=40', VERT. 1 "=8' 118 119 120 121 i 21 -' 20 8 7 17 "v� 22 ;�, 18 A C] N N cy w 118 119 �' cZ 120 121 RDD h 2 CQ N fy � CD?77nCA TION STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE !�r -� t3 9'aS R06ER T MOEHLING, RCE NO. 63056 DA TE CITY ENGINEER CITY OF LAKE ELSINORE No. 2j2jF No. 3-� �';9� VP F OF CAO,Fo PREPARED BY N -1460 -1/50 122 3 v CIS Rl +v CURB DATA t `° ? c vs a, W ;ct a SCALE- HORIZ. 1 "=40', VERT. 1 "=8' 118 119 120 121 i 21 -' 20 8 7 17 "v� 22 ;�, 18 A C] N N cy w 118 119 �' cZ 120 121 RDD h 2 CQ N fy � CD?77nCA TION STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE !�r -� t3 9'aS R06ER T MOEHLING, RCE NO. 63056 DA TE CITY ENGINEER CITY OF LAKE ELSINORE No. 2j2jF No. 3-� �';9� VP F OF CAO,Fo PREPARED BY N -1460 -1/50 122 3 v kz 122 CURB DATA t `° ? c vs a, W ;ct a ►- RADIUS LENGTH TANGENT REMARKS i [�p< N C] a Nom+ U 45.J7' 22.78' f4 1 d=12° 40'49 205.00' 45.37' 22.78' " 3 N27° 53' 57" E --- 15000, --- " 4 A A 5UM 123 DESIGNER: DRAWN: 7525 MEVOPOCI TAN DRIVE STF 308 SAN DIEGO, CA 92108 (619) 296-1010 M. R.B. AX (619) 296-9275 email, set�sltuarfengineering.com DATE: 6-24-05 Jos NQ-: STUART PEACE, R.C.E. NO. 27232 DA 7F 248-04-03 tN y� �h - 1 4 R .. .=:.=ti:_ 1456.56 RIW 6 DETAIL : DRI VEWA Y SCALE 1'=20' CI OF LAA'PR ELSINORE SHEET 2 IMPROVEMENT PLANS FOR: a CANYON HILLS MARKETPLACE SHEETS CDR NO, 2004-2 do 2004-10 FILE NO. 05.161 AS BUILT � VI CURB DATA NO. BEARING AEL TA RADIUS LENGTH TANGENT REMARKS i d=12° 40'49" � 205.001' 45.J7' 22.78' 6" TYPE "A-6" 2 d=12° 40'49 205.00' 45.37' 22.78' " 3 N27° 53' 57" E --- 15000, --- " 4 16=900 00' 00"25.00' 39.27' 25.00' 105 A=900 00' 00" 25.00' 39.27' 25-00' " 61 N270 5J'57" E --- 240.00' --- 71 4=12040'49" 201500' 4537' 22.7.6' " 81 1 d=12° 40' 49' 20500' 45.37' 22.78' " 9 6=12040"49* 205-00" 45.J7' 22.78' " 10 d=12° 40'49 " 205.00' 45.J7' 22.78' " 11 N270 53' 57' --- 24.90' --- " 121 1 6=240 14'59" 35.00' 14.81' 7.52' " 13 6=15504,5'01' 1.00' 2.72' 4.65' " 14 N270 53'57* E ---- 12 00' --- 15 N270 53' 57' E --- 18.04' --- 16 6=530 07'46" 1400' 9.27' 5 00' " Jim A=180000"00" 2.50' 7.85' ---- " 1 N27053'57"E --- ]0.41' --- " 1M I d--116° 15'04' 2 00' 4.06'1 3.22' " 261 1 N270 53' 57'E --- 504' --- ' DESIGNER: DRAWN: 7525 MEVOPOCI TAN DRIVE STF 308 SAN DIEGO, CA 92108 (619) 296-1010 M. R.B. AX (619) 296-9275 email, set�sltuarfengineering.com DATE: 6-24-05 Jos NQ-: STUART PEACE, R.C.E. NO. 27232 DA 7F 248-04-03 tN y� �h - 1 4 R .. .=:.=ti:_ 1456.56 RIW 6 DETAIL : DRI VEWA Y SCALE 1'=20' CI OF LAA'PR ELSINORE SHEET 2 IMPROVEMENT PLANS FOR: a CANYON HILLS MARKETPLACE SHEETS CDR NO, 2004-2 do 2004-10 FILE NO. 05.161 AS BUILT I � VI s � I 1444 v 0 CURB DA rA REMARKS ❑ ry � 9.62' TANGENT REMARKS 11 d= 9D° 00'00- 25.00' 39.27' 25.00' 60 TYPE 'A-6"_ 121 6=870 53' 40' 25.00' 38 35' ry ~ V7 O 1859.00' C ' TOP OF 1450 .g ry .- .- 50.20' O ^ ry 1 6=09'0 55'56' 205.00' 35.54' 17.81' 1450— N 000 F w %a Ln aa��� f /y 1 CNN 1444 o EXIST GRADE ®,2ry h "' 2' 14 EXIST. MADE 0 � � � �- ; � a 144 124+00 125+00 126+00 RAILROAD CANYON ROAD SCALE HORIZ. 1"=40', VERT. 1'=8' 222 NO. BEARING EL TA 0 CURB DA rA REMARKS ❑ ry � 9.62' TANGENT REMARKS 11 d= 9D° 00'00- 25.00' 39.27' 25.00' 60 TYPE 'A-6"_ 121 6=870 53' 40' 25.00' 38 35' 24.10' 3 6 = 04 ° 37' 23' 1859.00' C ' TOP OF 1450 .g ry .- .- 50.20' o a 4.2f CURB 51 1 6=09'0 55'56' 205.00' 35.54' 17.81' oa w %a Ln aa��� N c^y Z� *� o EXIST GRADE ®,2ry h "' 2' 14 EXIST. MADE 0 � � � �- ; � a 144 124+00 125+00 126+00 RAILROAD CANYON ROAD SCALE HORIZ. 1"=40', VERT. 1'=8' 222 NO. BEARING EL TA 0 CURB DA rA REMARKS ❑ ry � 9.62' 127+00 1450 1440 EXIST. 36' RCP 1430 MODIFY TOIL POR77ON OF EXIST CURB INLET INTO S.D. MH 11 RCFC (MH 751) m 125+66.23 = TOP= 1441.30 36" CRA TE INLET RIM= 1445- 63 PUBLIC 9.90 FTIS PRI �I T� baa = 14.31 CFS Urm - 2a05' --s" p vc 51.94-24" RCP 0 2Z 1350-D °?' @271".' (1350-0 ~ I.E=1434-14 I.E. =143']. 77 L E. =1430.77 W PROFILE STORM DRAIN LINE C SCALE- HORIZ 10=20', VERT 1 ' =4' RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS CONS TRUC77ON NOTES• & SPECIFICA 77ONS , SURFACE IMPROVEMENTS- STANDARD SYMBOLS CONSTRUCT TYPE 'A-6" CURB & GUTTER -6" FACE- -- - - 200 3 CONSTRUCT A.C. PA VEMENT- 4 CONSTRUCT P. C.C. SIDEWALK- - - - - - - - - - - -- - 400,401 5 CONSTRUCT LOCAL DEPRESSION- - - - - - - - - - - - 319 CONSTRUCT CURB RAMP CASE -A- - - - - - - - - --- --- 403 CONS TRUC T CROSS GUTTER LA YOU - - - - - - - - - - 209 GRIND 2" BELOW FINISH --------------- SURFACE & OVERLAY AC 10 REMOVE EXIS77NG CURB & GUTTER ----------- 11 REMOVE EXIS77NG SIDEWALK- - - - - -- --- -- 14 RELOCATE EXISTING HANDHOLE - - - - - -- - ]5 REL OCA TE EXIS77MG FIRE HYDRANT - -- - - 16 RELOCATE EXISTING SIGN ------------ 19 REMOVE EXIS77NG STYEET LIGHT - - - - 27 RELOCA TE EXIS77NG TRAFFIC SIGNAL PER SIGNAL PLANS -- - - RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS & SPECIRCA 77ONS STORM DRAIN IMPROVEMENTS. • STANDARD , 51 CONSTRUCT CATCH BASIN - - - - --- - - - - - - 300 �9 52 MODIFY TOP POR7701V OF EXIST: CURB INLET INTO STORM DRAIN MANHOLE /I RCFC (MH -251) - - - - - 55 CONSTRUCT 24" RCP- - - - -- --- --- ----------_ 2❑ 38.35 %4 = 9.58' It TOP OF 145--- '� �- CURB N Cut C16 Lfi o� V I as o 0 1333 v' � 6,' CURB RETURNS SCALE, HORIZ. 1'=20', VERT 1'=4' NO. BEARING EL TA RADIUS CURB DA rA REMARKS ❑ BEARING EL TA J9.2714 = 9.62' TANGENT REMARKS 11 d= 9D° 00'00- 25.00' 39.27' 25.00' 60 TYPE 'A-6"_ 121 6=870 53' 40' 25.00' 38 35' 24.10' 3 6 = 04 ° 37' 23' 1859.00' C ' TOP OF 1450 .g ry .- .- 50.20' o a 4.2f CURB 2❑ 38.35 %4 = 9.58' It TOP OF 145--- '� �- CURB N Cut C16 Lfi o� V I as o 0 1333 v' � 6,' CURB RETURNS SCALE, HORIZ. 1'=20', VERT 1'=4' STORM DRAIN DA TA NO. BEARING EL TA RADIUS CURB DA rA REMARKS NO. BEARING EL TA RADIUS LENGTH TANGENT REMARKS 11 d= 9D° 00'00- 25.00' 39.27' 25.00' 60 TYPE 'A-6"_ 121 6=870 53' 40' 25.00' 38 35' 24.10' 3 6 = 04 ° 37' 23' 1859.00' 150.00' 75.04' 4 6=14001'46' 205.00' 50.20' 25.22' 51 1 6=09'0 55'56' 205.00' 35.54' 17.81' STORM DRAIN DA TA NO. BEARING EL TA RADIUS I LENGTH REMARKS 1 N22° 56'57m E 1 51.94' t 24"RCP MARK REVISIONS APPROVED BY DATE BENCH MARK CERTIFICATION PREPARED BY DESIGNER. ELEVA 770N.• 1400.873 DATUM. NA VD 29 �Ro�r ESS�aNgL OF ��j r n� SHEET 3 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE Wr1H THE i NV - - -_ _ _ ,>�f9°94F1F f�T f9F� 1 AIVS DRAW -- - _ ` w7l RIVERSIDE COUNTY DESIGNA77ON: E-14-70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE 7525 METROPOLITAN DRIVE STE. 308 IMPROVEMENT PLANS FOR: a DESCRIP770N' 2.7 MILES NORTHEAST ALONG RAILROAD CANYON No. 27232 SAN DIEGO, CA 92108 (619) 296-1010 M.R.B. OF ROAD FROM THE IN7FRSECTION OF RAILROAD CANYON ROAD AND 7 ,(/ a Exp. 3-31-07 x F X (619) 296-927£ em oil: segs tuartengineer-rrg,corn STA TE HIGHWAY 71, 727.0 FEET NORTHWEST OF RAILROAD DAZE. CAN YON HILLS MARKETPLACE SHEETS CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE , ROBERT MOEHLING, RCE NO. 63056 L� DA TF s�qr Ivt ��`P 6 NO.: CDR NO 2004-2 & 2004-10 FILE N0. 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST A BRASS CITY ENGINEER F OF CAo- �� JDB NO.: 5��b� DISK SET IN THE TOP OF CONCRETE POST E-14-70 CITY OF LAKE EL5INORE STUART PEACE, RCE. N0. 27232 DA TE 248-04-03 0 A 5 BUILT :. T� � 2 i G l h- W =i :. � � I i W zi a a k ;m :m I ❑2 14` m 4221' 4 a a ❑ v 37.31 %4 W OF 6 =10-55 =9 33 CURB U t N 0.5x -a4jq^ 3 7' 6' 6' 7' 6' CURB RETURNS SCALE HORIZ 1"=20', VERT 1"=4' 53 17� In m v CA V 1 ON! ! 54 STq�I,45.95 +07.45 ,o EXIS77NG 16 WATER MAIN RT. PQ4 o, c ^ ,_ TO REMAIN UNDISTURBED 1 i N CAP EXIST. IRR. SERKCE z 26 + 8 f 1 4+ 16 95-7' `uj `�' ;5 f "� �1+ ry 10 CA rCH BASIN 300 4 irr 7, ►Y_ _ --_ 4 - - - - -�, PRI VA TE _ - 4 / - - - -- `1 SMRM DRAIN = _ - --- t J , 25 ,� z FAR STORM DRAIN CONTINUA 77ON SEE GRADING PLAN FOR j CANYON HILLS MARKETPLACE RLE NO. 10 PRI VA TF CATCH HAS//V �I R FC CB]Q0 QCQ 1450 CL -CANYON HILLS ROAD CA U TION!! EXIST. 16" WATERMAIN SEE PRI VA TE s roRM DRAIN TO REMAIN UNDISTURBEDplAN FOR CONTINUATION SA WCUT RCP PIPE AND 39.1414 = 9.79' ❑ REMOVE EXIST CATCH BASIN •t' 14 �II� AND EXCESS PIPES J.9� o r4+�Jn EXIST 33"RCP ------ r, S A4 ° � v ca ® 30.80%' CURB HGL CURB1 / EXIST. 33" RCP 0 1.00% ❑ ` �' y. ti 1.48 CF5 V,m = 9.89 TIS �, n 'I- OW=5 I 4 PRI VA TE ,PROFILE: PRI VA TE STORM DRAIN 42@I 3.74" PVC It � �5 SCALE HORIZ. 1"=20', VERT. 1 "=4' 39.42' 4 = 9 86' 1450 1450 R 14M A g. 3% 1w Of' CA TCH BASIN S.D. MANHOLLE j"7 PER DWG 300 CL -CANYON HILLS ROAD RCFC (MH 251) L=5' � ,, Tim=MEET EXIST.CANYON HILLS ROAD ; PAVEMENT SCALE. HORIZ 1"=20', VERT. 1"=4' CA U TION!! EXIST 16" WA7ERMAIN TO REMAIN UNDISTURBED 1440 1440 REMOVE EXIS r CA rCIV BASIN AND EXCESS PIPES EXIST 33' RCP 01.00X y'0R _ 12.3 EXfST. 33" RCP , Qsm _ -9 89 FT/S , E 30.80X ! -- 51.48 CFS Vr�v - o^o ^ 1 PROFILE.' STORM DRAIN LINEA �W 21.57N24 -RCP I SCALE HORIZ. 1 " =20', VERT. 1 " = 4' 62.55X (1350-D CANYON HILLS ROAD STORM DRAIN DATA NO. BEARING EL rA RADIUS LENGTH CURB DATA 1 N08021'27"W --- 21.57' NO REA RING11DEL TA RADIUS LENGTH TANGENT REMARKS 1 d=01° 19129 1954.00' 45.18' 22.59' 6"TYRE '"A-6" 21 d=850,30"02'0 25.00' 37.31 ' 23.11' '" 3 d= 96 ° 44' 26" 25.000' 42.21' 28 13' " 4d-891142'31 " 25.000' 39.14' 24.87' 5 d=90°23' 08" I 25.D0' 39.44' 1 7515' 1• STORM DRAIN DATA NO. BEARING EL rA RADIUS LENGTH TANGENT REMARKS 1 N08021'27"W --- 21.57' --- " STORM DRAIN IMPROVEMENTS.• RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS & SPECJF7CA 77ONS STANDARD j SYMBOL r~ Z ckz V t~ � � o cc k 11 7 1XIO �' 1 6 4 - - - 12 7 RIVERSIDE COUNTY ROAD- - IMPROVEMENT STANDARDS 4.. 4 CON5TRUC1]`ON NOTES• & SPECIFICA77ONS- _ SURFACE IMPROVEMENTS. • STANDARD / SYMBOL 4 b CONSTRUCT TYPE "A-6" CURB & GUT7ER-6" FACE - — - 200 1 CONSTRUCT P.C.C. SIDEWALK - — — — — — — — — •-- - 400,401 • Yz I CONSTRUCT LOCAL DEPRESSION- — — — — — — — — - 311 - 49 7 CONSTRUCT CURB RAMP CASE -A — — — — — — — — — 403 I 8 CONSTRUCT CROSS GUTTER — — — — — — — — — — — 209 l 4 10 REMOVE EXJS77NG CURB & GUTTER — — — — — — — — t 1 REMOVE EXISTING SIDEWALK 12 REMOVE EXISTING CROSS GUTTER— — — — — — — — — &-CONS7RUCT CATCH BASIN — — — — — — — --- — — — (300) 24 REMOVE EXISTING CURB INLET — -- — — — --- — — — — Q5 REMOVE EXISTING STORM DRAIN PIPE_ — — — — — — _ 53 SAf�VCUT IXISTTNG S.D. PIPE TO FIT S.D. MANHOLE— — =�_ - 26 REMOVE EXIS77NG WATER METER AND METER BOX.— — — 54 CONSTRUCT MANHOLE 1 L-5 RC C(MH25) MARK REVISIONS APPROVED BY DA TE BENCH MA RK CER ]IBCA ]]'ON PREPARED BY ELEVA 770N.• 14OU 873 DATUM: NA VD 29 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W'TH THE FESS, ■.A CITY OF BE Ej LSINOR SHEET 4 DATE: 1970 APPROPRIATE COND1770NS OF DEVELOPMENT AND/OR CITY AND w� PST �' RAF STUART ENGINEERING A J �� ��� '� y DRAWN: RI COUNTY DESIGNAT]AN• E -t4-70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE 7525 METROPOLJrAN DRIVE STE. 308 IMPROVEMENT PLANS FOR.• DESCRIPTION.• 2.7 MILES NORTHEAST ALONG RAILROAD CANYONNo. 27232 EGO, CA 92108 (619) 296-1010 M.R.B. — ----- - ...-....._ _ - - -- -- _ - - -_ - - - -. STA 7E HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD CANYON ROAD, 6.0 FEET SOU7HWFST OF POWER POLE I ROBERT- MOEHLING, RCE NO. 63056 DATE �yvi � - Baa 24-05 CDR NO 2004-2 & 2004-10 RLE NO. 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST A BRASS CITY ENGINEER OF CALkF nC, r 3 DISK SET IN THE TOP OF CONCRETE POST E-14-70 CITY OF LAKE ELSINORE STUART PEACE, R.C.E. NO 27232 DA 7E 248-04-03 AS BUILT i w WORK TO BE FURNISH AND 1NSTAL.L STRIPING, SIGNING AND PAVEMENT MARKINGS AS SHOWN AND NOTED. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES". STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS - CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS. CITY OF LAKE ELSINORE STANDARD DRAWINGS. RAIL I I� SEE SHEET 6 FOR SIGNING AND STRIPING MODIFICATIONS IN THIS AREA ROAD CANYON ROAD tl� -5 a R26(S) A\ WTE49 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. 8018-21C-22 TYPE II. 7. COPIES OF STATE SPECIFICATIONS FOR WATER BORNE TRAFFIC PAINT AND GLASS BEADS MAY BE OBTAINED FROM THE TRANSPORTATION LABORATORY, P.Q. 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 EXIS#TING STRIPES AND MARKINGS SHALL BE RESTORED TO ORIGINAL CONDITION a (D R26(S) R26(S) (ON ST LIGHT) CG ��kR? CURB 'W LJ s 7 L f'• - 4- R 1 a o 3 la — 4 7zZ 4 ifl C!] Al 11 cn ------- r ---- -- V1►41 'i i s Q f R1 R41 1-4 R26(S) (ON SIGNAL a I ` STANDARD) R2(45) RAILROAD CANYON ROAD SEE SHEET 6 FOR SIGNING AND STRIPING MODIFICATIONS IN THIS AREA CONSTRUCTION NOTES: I 1 I FURNISH AND INSTALL NEW SIGN. 12 I INSTALL 10' WIDE CROSSWALK IN THERMOPLASTIC_ 3 I INSTALL 12" WIDE LIMIT LINE 1N THERMOPLASTIC. j 4 I INSTALL "SIGNAL AHEAD" PAVEMENT MARKINGS IN THERMOPLASTIC. 15 I EXISTING SIGN TO REMAIN. RELOCATE EXISTING SIGN AS SHOWN. I ? I REMOVE AND SALVAGE EXISTING SIGN. S I INSTALL TYPE IV (LT) ARROW IN THERMOPLASTIC. 19 ! INSTALL TYPE IV (RT) ARROW IN THERMOPLASTIC. 1 D REMOVE EXISTING STRIPING IN INTERSECTION. 11 JOIN EXISTING STRIPING. 12 REMOVE EXISTING STRIPING AND PAVEMENT MARKINGS. LE�END� Rfi3 F NEW SIGN LOCATION R13 P EXISTING SIGN LOCATION pCONSTRUCTION NOTE 31 STRIPING DETAIL (PER CALTRANS STANDARDS) EXISTING MARKINGS i NEW MARKINGS a� R26(S) 3 R26(S) (ON ST. LIGHT) 0 R25(S) 1 LrMlr Lw co — — — — — — — — — — — — — — -- 7- 200'- 200'- DETAIL39A 7 12' 12' 12' 12" p R26(S) (ON ST LIGHT) R816(S) a C.4 N YDIV HILLS ROAD TYPE N MARKER 80' DETAIL 8 r S 8 9 IC CURB -+-- _ �+— �- _ t7 11 Q cry co C2 R26(S) OR81 E 18R81 p (ON ST LIGHT) 0 45' DETAIL 38A NOTE* THIS PLAN IS ACCURATE FOR SIGNING AND STRIPING ONLY. MARK REy5ION5 APPROVE BY DATE BENCH MARIE CERTIFICA TTCN °'�`1Q z o ELEVA TION. 1400.87J DA TUM.• NA VD 29 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH INE v ESS/ p ygr RHC CITY OF LAKE EL SI11 ~ORE SHEET 5 DA TE 1970 APPROPRIATE CONDI TIONS OF DEVELOPMENT AND/QR CITY AND E` CE TRAFFIC AND TRANSPORTATION ENGINEERING DRAW. • RIVERSIDE COUNTY DE5IGJVA]704N• F 14-7D STATE LAWS AND NAVE BEEN FOUND ACCEPTABLE � � � �� SIGNING AND STRIPING PLAN FOR. a --- -- -- - ,&&RlI..f�4 x _ . ... I�_.�il. l 5..X41 BC -- z ROAD FROM THE IN7FRSE'CRON OF RAILROAD CANYON ROAD AND — - - — - - — - - -- — - Exp. 9-30-05 ;a tel. 589-9151 ax ;r 9249 STA TF HIGHWAY 71, 12,2, D FEET NORTHWEST OF RAILROAD � r � � s * * �� [.� ti - � � - DA122105 CAN YON HILLS MA RKE LPL A CE �EErS .� CANYON ROAD, b.❑ FEET SO4fJTNIf;EST C� PO�•R POLE qr �� RICHARD H. CRAFTS R.C.E. 34512 PA3— TRACT 3C496 1853732E, ROBERT MaEHLrNG,1�CF 63056 DA � FILE N0 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS CITY ENGINEER F Of CAL�F� REM-MAnON E*RES. 9-30-05 .gas NO.: DISK SET IN THE TOP OF CONCRETE POST E -14-7D CITY OF LAKE ELSINOIRE 29300*'If 1�2ZAL /49f/ 0 f � i LEGEND: R63 F NEW SIGN LOCATION R13 EXISTING SIGN LOCATION pCONSTRUCTION NOTE 31 STRIPING DETAIL (PER CALTRANS STANDARDS) EXISTING MARKINGS NEW MARKINGS U CR1 0 1 R41 R2(50) R26(S) Rsi �� t 38A Ilk i2 Be117 lie RAILROAD CANTON ROAD K. DETAIL 200'- 39A 16 15' 9 W41 "300 ft" 0 R18-1 r-- 38 o rn Elrq B 10 CURB t 18. B 'TRUCK ROUTE" 0- IITI"1! I f111 Il!'11 1Tr l! 151 PA 60'- DETAIL [ 38A ] R26 B 10 10 R26D R81 r+ 10 CURB E 10 �- �- 61R73 RQ77A TYPE N OR10(RT) t23 122 I t f i . EE SHEET 5 FOR SIGNING AND TRIPING MODIFICATIONS IN THIS AREA CANYON HILLS ROAD RAILROAD CANypH ROAD 0 CURB 60'- 4" SOLID WHITE .r i 3 113' 2 n rn LTi co m 0 5 5 1 14. 9 4 I $EV SHEET 5 FOA SIGNING AND STRIPING MODIFICATIONS IN THIS AREA CANYON HILLS RDAD CON UCTION NOTES: (1 j FURNISH AND INSTALL NEW SIGN. 2 I INSTALL 10' WIDE CROSSWALK IN THERMOPLASTIC. 13 I INSTALL 12" WIDE LIMIT LINE IN THERMOPLASTIC. 0 INSTALL"STOP" PAVEMENT MARKINGS IN THERMOPLASTIC. 15 ! EXISTING SIGNING AND STRIPING TO REMAIN, 0 RELOCATE EXISTING SIGN AS SHOWN. 17 ! REMOVE AND SALVAGE EXISTING SIGN. 18 ! INSTALL TYPE IV (LT) ARROW IN THERMOPLASTIC. 19 I 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. i4 EXTEND LANE STRIPING TO NEW CROSSWALK- NOTE: THIS PLAN IS ACCURATE FOR SIGNING AND STRIPING ONLY. MARK REW-9ONS APPRo BY DA 7E BENCH MARK CER�IFICA TIDN DESIGNER- BY - i3 F .. 2 E, ELEVA RON, 1400 873 DA711M., NA Via 29 7HESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W TH THE a PR��SIDNq� RHC [� I T 1 OF LAKE L' L S 1 V ORE BEET s DA 7F 1970 APPROiPRIA iE CCWD17IONS OF DEVELOPMENT AND/ICER CITY AND��v H F+RCE TRAFFIC AND TRANSPORTATION ENGINEERING DRAM: 1 ` RI WR9DE COUNTY DESIGiNA T10N.• E-14-70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE � � �r ti� SIGNING AND STRIPING PLAN FOR: t� DESCRIPl7ON.• 2.7 MILES NORTHEAST ALONG RAILROAD CANYON � No. 34512 � 9255 DILLON DRIVE. L7A DESA, C.A. 91,941 RC OFU ROAD FROM INE INTERSE'CTIOYV OF RAILROAD CANY�aM ROAD AND a Exp. 9 -3a -a5 ;v tel. 589-9151 fo �z09 s � �. ��. DATF- CAN YON HILLS MARKE-TPLA CE - CANYLHV ROAD, 6.0 FEET SOUTHWEST OF POKR POLE # 90SEAT MOEHL046, RC£ 6305fo ATF �` �� RICHARD H. CRAFTS R.C.E. 34512 PA 30496 FILE NO. 1853732E, 1.0 FEET NORTHEAST OF A MARKER PAST, A BRASS aTY ENGINEER OF CAL�REC401RAVION tea: 9 -3a -as °.: 05 , 14 DISK SET IN THE 70P OF CONCRETE POST E-14-70 CITY OF LAKE ELSINOIRE 29300 eW4 74 Q� C:r 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 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 NEW AND EXISTING INDICATIONS SHALL BETYPE 1 L.E.D. 12" WITH FULL CIRCLE VISORS, 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. B n I 1"� g � A 7 12000, - 06 RAILROAD CANYON ROAD 122 1 EXISTING 1-112"C-. INSTALL 3 -DLC BC 123 06P { 06 , l 1 8 � 01 El 01 &5 EVPE 124 \JAI% D INSTALL NEW TYPE "E" LOOP DETECTORS AS SHOWN. ABANDON EXISTING LOOP DETECTORS. ❑2 AT LOCATIONA@, ADD 06 PED HEAD- REMOVE EXISTING 07 VEHICLE HEAD. REMOVE AND SALVAGE EXISTING R96 & R96A SIGNS. AT LOCATION @, RELOCATE 26-4-80 STANDARD TO LOCATION (DVITH NEW 25' SMA. FURNISH AND INSTALL NEW TYPE 15 STANDARD AS SHOWN AND NOTED_ AT LOCATION F , ADD 03 VEHICLE HEAD. �5 AT LOCATION ADD 40' SIGNAL MAST ARM AND 08 & 03 MAS SIGNAL HEADS AS SHOWN. ADD 08 PED HEAD. El AT LOCATION (!D, ADD 08 PPB. REMOVE AND SALVAGE EXISTING R96 & R96A SIGNS. E EXISTING NEMA TS2 TYPE f SYSTEM CONTROLLER AND CABINET - TO REMAIN. MODIFY FOR PROPER FUNCTION OF SIGNAL MODIFICATIONS SHOWN HEREON. ❑8 EXISTING METER - TO REMAIN. El INSTALL EVPE DETECTOR PER DETAIL "C" THIS SHEET. 10 AT LOCATIONS El & Q, 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. 12 INSTALL BATTERY BACKUP SYSTEM (SBS) IN AN UNPAINTED ALUMINUM CABINET ON SIDE OF CONTROLLER CABINET PER SPECIAL PROVISIONS. 1-1(2"C., INSTALL2-DLC �.. AB CC-- 05 - - - .. l 9❑ 2 02&5 EVPE { !, � 1 f IT ,! !�I - 02 , f 1� 02 A y - 1 OLA } 1.' 01 f '. ' 9 03 02P - �OLA 1 03 VPE { � ; 04P E i T 3 EXISTING LIN USaO 1 - —03 02P CONDUIT -� 4 H --- t - F CB N0. &A galm SCHEDULE VEHICLE SIGNAL MOU N77NG PEDEST771AN SIGNAL PPB -■ * - air MAeep'.eeerrrrrrr� ar yr � MASTARM 4P E SIG LUAL POLE MASTARM MOfIN77NG '* .MVM.MM.."M. QUAD ARROW1 04 N A B 0 &!Z E �6F } �:. T.I, 08 v d ■ 05 11 !�7 1�8 EXISTING STANDARD 29-5--80 i' 7.4 1!-1 9�1-05 j411 Rd Fk1ST Fxlrr REMOVE EXIST. R961IR966 SIGN ADD 06 PED HEAD ■ ■ i ■ ' ©0000©©0 REMOVE EXIST. 07 VEHICLE HEAD ❑ f A (07 6I R - 8' 30 NEW STANDARD Em mammmmmmm Ea mommmum i ©mmommmomr -■■ morn©m©.-m 2 -MAS ;.7D 1 C' S B S L RdWOW Canym mom©©©mna 4,e RELOCA TED STANDARD @D TWE 15 - 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 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 NEW AND EXISTING INDICATIONS SHALL BETYPE 1 L.E.D. 12" WITH FULL CIRCLE VISORS, 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. B n I 1"� g � A 7 12000, - 06 RAILROAD CANYON ROAD 122 1 EXISTING 1-112"C-. INSTALL 3 -DLC BC 123 06P { 06 , l 1 8 � 01 El 01 &5 EVPE 124 \JAI% D INSTALL NEW TYPE "E" LOOP DETECTORS AS SHOWN. ABANDON EXISTING LOOP DETECTORS. ❑2 AT LOCATIONA@, ADD 06 PED HEAD- REMOVE EXISTING 07 VEHICLE HEAD. REMOVE AND SALVAGE EXISTING R96 & R96A SIGNS. AT LOCATION @, RELOCATE 26-4-80 STANDARD TO LOCATION (DVITH NEW 25' SMA. FURNISH AND INSTALL NEW TYPE 15 STANDARD AS SHOWN AND NOTED_ AT LOCATION F , ADD 03 VEHICLE HEAD. �5 AT LOCATION ADD 40' SIGNAL MAST ARM AND 08 & 03 MAS SIGNAL HEADS AS SHOWN. ADD 08 PED HEAD. El AT LOCATION (!D, ADD 08 PPB. REMOVE AND SALVAGE EXISTING R96 & R96A SIGNS. E EXISTING NEMA TS2 TYPE f SYSTEM CONTROLLER AND CABINET - TO REMAIN. MODIFY FOR PROPER FUNCTION OF SIGNAL MODIFICATIONS SHOWN HEREON. ❑8 EXISTING METER - TO REMAIN. El INSTALL EVPE DETECTOR PER DETAIL "C" THIS SHEET. 10 AT LOCATIONS El & Q, 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. 12 INSTALL BATTERY BACKUP SYSTEM (SBS) IN AN UNPAINTED ALUMINUM CABINET ON SIDE OF CONTROLLER CABINET PER SPECIAL PROVISIONS. 1-1(2"C., INSTALL2-DLC �.. AB CC-- 05 - - - .. l 9❑ 2 02&5 EVPE { !, � 1 f IT ,! !�I - 02 , f 1� 02 A y - 1 OLA } 1.' 01 f '. ' 9 03 02P - �OLA 1 03 VPE { � ; 04P E i T 3 EXISTING LIN USaO 1 - —03 02P CONDUIT -� 4 H --- t - F CB N0. P DIA 0 POLE LUMINAIRE HPSV SCHEDULE VEHICLE SIGNAL MOU N77NG PEDEST771AN SIGNAL PPB SNS POLE` LOCA 770MSTANDARD SEE DETAIL "A" REMARKS TYPE MASTARM 4P E SIG LUAL POLE MASTARM MOfIN77NG 0 QUAD ARROW1 04 N A B 0 &!Z E �6F } �:. T.I, 08 v d ■ 05 11 !�7 1�8 EXISTING STANDARD 29-5--80 i' 7.4 1!-1 9�1-05 j411 Rd Fk1ST Fxlrr REMOVE EXIST. R961IR966 SIGN ADD 06 PED HEAD REMOVE EXIST. 07 VEHICLE HEAD ❑ f A (07 6I R - 8' 30 NEW STANDARD 2 -MAS ;.7D 1 C' S B S L RdWOW Canym 7,6' 4,e RELOCA TED STANDARD @D TWE 15 - !b' Sy --Z2- T 4 W R - _30 31 NEW STANDARD 11 EXISTING STANDARD 2,9-5-80 5['' 12' 25OW SV -2- 7'A 2 --MAS SP -1 -CS 4 W I- J HMO 0417)g Rd FXi `•; F Y: S T REMOVE EXIST. R73(U-7URN) INS rALL R73-7 EXISTING STANDARD TYPE' 15 1,5' 250W 5ry--2- T _ SP -1- C5 2 N L F XIS 7' r- x1 T INSTALL 03 VEHICLE HEAD EVS77NG STANDARD 26 - 4 SL} ' 12 25OW sy--f T 2 -MAS S T F N I FX/5 f .�I`; ! INSTALL 4D MAST ARM INSTALL VEH. & PED. HEADS Y1 c r5 i 25D1�' SV -2 -TA SP -1 -CS 8 E R EXIST E kl`;+r EXIS77MG STANDARD INSTALL 08 PPB ALL VEHICLE SIGNAL HEADS SHALL BE 12" L.E.D. WITH BACKPLATES. 'm w IIS mA1oor AA`; _= I: Xi`S TING F UIPMEN T BENCH MARK ELEVA TION.• 1400.873 DA IUM.• NA W 29 DA TE.• 1970 RIVER-9DE COUNTY DES16NA77AN.• E-14-70 DESCRIPR7ON. 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FRAM THE IN7FRSEC77ON OF RAILROAD CANYON ROAD AND STA IF HIGHIiAY 71, 12-ZQ FLET AVR71iA�ST OF RA 11 RQ4 CANYON ROAD, 6.0 FEET SOU7HWEST OF POKER POLE # 185,3732& 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DIST►[ SET IN 7HE 70P OF CONCRETE POST E-14-70 5 ( (P4 5 EXIS�NG''.G., IN$iALL 1--i4C, 2-btG 1 r y�uC •� �- nLC L 711-4 04 04 zc', _- ca AB -121 ASTRO j I { MINI -BRAC OR EQUAL rt 04 { .. _..- . -1 1 126 A _e DETie►� 'A' — rv0 scal_E----- - - "' 1 "OPTICOM" DETECTOR EXISTING 1-112"C., 1 -DLC L i rQCR 127 -- Ol 0 0 y MAST ARM ;TAINLESS STEEL BASE GA E.V.P.E. DETECTOR MOUNTING DETAIL 5.+EC"1"CN SCIVAL HEAD �' 1'4W *Dv 2"Q.., 1 -SIC NO SCALE EXT ��ING CENTER DF�V AV CONTE OER CABINET R Y G YA TYPE "E" LOOP. 6' DIA- (1-YP). LOOP WIRE SHALL BE TYPE 2. LOOP SEAL COAT SHALL BE HOT MELT RUBBERIZED ASPHALT PER STATE STD. 86-5.01 A(5). r3' f LANE LINE 12'' WIDE X -WALK OR LIMIT UNE DETAIL 'B' NO SCALE CER77RCA 774N THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PR(>FES: I V� APPR"ATE CONDI7701VS OF DEVELOPMENT AND/OR aTY AND �o +�• �F. STA 7E LAWS AND HAVE BEEN FOUND ACCEPTABLE coo 0 Na. 34512 a Exp. 9-•30-05 RCE 4o3056 DATE CITY ENGINEER ATF OF CAL��°� CITY OF LAKE EL9NORE App t,� �" �•� t by e fJw.� Xe 1491 g1 �Ios RCETRAFFIC AND TRANSPORTATION ENGINEERING 9255 DILL ON DRIVE LA MES& CIL 1941 tel. 589-9151fo --9209 RICHARD H. CRAFTS�pp R.C.E. ,34512 REGMMA71ON EXPIRES. 9-30-05 0 20' 40' 60' 801 100' GRAPHIC SCALE DESIGNER: RHC CITY OF LAKE ELSINORE SHEET 7 DRAWN: RC TRAFFIC SIGNAL PLAN FOR. 8 DA CANYON HILLS M OF MARKETPLACE yrs NO.: PA3-- TRACT 30496 RLE NO. 29300 ()5 -1 P DIA GROUP A GROUP B r 4P E 02P C r 01 02 03 04 N j•1er 0,5F --P /tAc)lr 0 &!Z E �6F } �:. T.I, 08 v d ■ 05 06-��d !�7 1�8 EXISTING 1-112"C., 1 -DLC L i rQCR 127 -- Ol 0 0 y MAST ARM ;TAINLESS STEEL BASE GA E.V.P.E. DETECTOR MOUNTING DETAIL 5.+EC"1"CN SCIVAL HEAD �' 1'4W *Dv 2"Q.., 1 -SIC NO SCALE EXT ��ING CENTER DF�V AV CONTE OER CABINET R Y G YA TYPE "E" LOOP. 6' DIA- (1-YP). LOOP WIRE SHALL BE TYPE 2. LOOP SEAL COAT SHALL BE HOT MELT RUBBERIZED ASPHALT PER STATE STD. 86-5.01 A(5). r3' f LANE LINE 12'' WIDE X -WALK OR LIMIT UNE DETAIL 'B' NO SCALE CER77RCA 774N THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PR(>FES: I V� APPR"ATE CONDI7701VS OF DEVELOPMENT AND/OR aTY AND �o +�• �F. STA 7E LAWS AND HAVE BEEN FOUND ACCEPTABLE coo 0 Na. 34512 a Exp. 9-•30-05 RCE 4o3056 DATE CITY ENGINEER ATF OF CAL��°� CITY OF LAKE EL9NORE App t,� �" �•� t by e fJw.� Xe 1491 g1 �Ios RCETRAFFIC AND TRANSPORTATION ENGINEERING 9255 DILL ON DRIVE LA MES& CIL 1941 tel. 589-9151fo --9209 RICHARD H. CRAFTS�pp R.C.E. ,34512 REGMMA71ON EXPIRES. 9-30-05 0 20' 40' 60' 801 100' GRAPHIC SCALE DESIGNER: RHC CITY OF LAKE ELSINORE SHEET 7 DRAWN: RC TRAFFIC SIGNAL PLAN FOR. 8 DA CANYON HILLS M OF MARKETPLACE yrs NO.: PA3-- TRACT 30496 RLE NO. 29300 ()5 -1 Taj Cl C r 03 Taj 02 02 i y — 41 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 (840) 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 REFLECTORZED, WHITE LETTERS ON BLUE BACKGROUND WITH CITY LOGO AND "CITY OF LAKE ELSINORE" BELOW STREET NAME. SEE SPECIAL PROVISIONS. 1 1 1 3 - - f i A 41 ING2\C., INSTAL .Y -SIC E @ T HE CANYON HILLS'& # R61-20 IMOAD CANYON FOWOLLER R� -_.... ..— -.•-- - � � - �� �-..�, ,.�. ._,-. - .....— — - r -----^' -� � - .�.� — r-- ...}.,�� - �...�� - +� � �M1 Ica+ 06 ' 04 06 ® 1 R73 -2--,,t �- 01 &05 EVP 01 TO SCE SERVICE 05 I 02 340' O (3"C., WITH PULL ROPE) 7 I LIMIT LINE TO TELEPHONE SERVICE 2"C., 2410. 2412 I 02 ( - - - - - - - - 2C JWITH PULL ROPEY 2 1 6 � - - - - - - _.._ - , - 01 02 — -- - - - - -- 2"C-, 2-#6 #6E 2"C-, 2 -DLC 2"C 2 -DLC R' W yl -SIC 6 5 -TC,, T @ 1 j- 0 POLE %rOXCH n""A STANDARD SEE DETAIL L PEDESTRIAN NO LUMINAIRE VEHICLE SIGNAL MOUNTING PPB REFLECTIVE REMARKS SIGNAL A 14G SIZE OR CABLE TYPE SIG. LUM. POLE MASTARM MOUNTING 0 QUAD ARROW A 8 26-4-80 CONDUIT SIZE AND RUN 15 25OW 5V -2 -TA 7 -- - - - A?t�ket�se STA. 5' _ z -MAS NOT USED I'�LC`ket Qi 7+17 05 1 06 16-2-80 20' - -- SV -3- TA 1 -MAS - - - - - STA.- �, 7+82 26-4--80 40' 15' 25OW SV -1- T 2 -MAS sP-1-cs 2 00000©��� L 8.7' TYPE 15 - 15' 25OW - T 2 E L - 7.7' 3' - IA -10' - - - TIV-2-T - SP -f -CS - - - 1WERCONNECT CABLE0 84' 3' - 02 02 i y — 41 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 (840) 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 REFLECTORZED, WHITE LETTERS ON BLUE BACKGROUND WITH CITY LOGO AND "CITY OF LAKE ELSINORE" BELOW STREET NAME. SEE SPECIAL PROVISIONS. 1 1 1 3 - - f i A 41 ING2\C., INSTAL .Y -SIC E @ T HE CANYON HILLS'& # R61-20 IMOAD CANYON FOWOLLER R� -_.... ..— -.•-- - � � - �� �-..�, ,.�. ._,-. - .....— — - r -----^' -� � - .�.� — r-- ...}.,�� - �...�� - +� � �M1 Ica+ 06 ' 04 06 ® 1 R73 -2--,,t �- 01 &05 EVP 01 TO SCE SERVICE 05 I 02 340' O (3"C., WITH PULL ROPE) 7 I LIMIT LINE TO TELEPHONE SERVICE 2"C., 2410. 2412 I 02 ( - - - - - - - - 2C JWITH PULL ROPEY 2 1 6 � - - - - - - _.._ - , - 01 02 — -- - - - - -- 2"C-, 2-#6 #6E 2"C-, 2 -DLC 2"C 2 -DLC R' W yl -SIC 6 5 -TC,, T @ 1 j- 0 POLE %rOXCH n""A STANDARD SEE DETAIL L PEDESTRIAN NO LUMINAIRE VEHICLE SIGNAL MOUNTING PPB REFLECTIVE REMARKS SIGNAL MASTARM TYPE HPSV S N. S, SIG. LUM. POLE MASTARM MOUNTING 0 QUAD ARROW A 8 26-4-80 40' 15 25OW 5V -2 -TA 7 -- - - - A?t�ket�se STA. 5' _ z -MAS NOT USED I'�LC`ket Qi 7+17 05 1 06 16-2-80 20' - -- SV -3- TA 1 -MAS - - - - - STA.- �, 7+82 26-4--80 40' 15' 25OW SV -1- T 2 -MAS sP-1-cs 2 W L 8.7' TYPE 15 - 15' 25OW - T 2 E L - 7.7' 3' - IA -10' - - - TIV-2-T - SP -f -CS - - - -- 84' 3' - ALL VEHICLE SIGNAL HEADS SHALL BE 12" L.E.D. WITH 6ACKPLATES . MARK REVISIONS APPRMfD BY DA TE BENCH MARK Z ELEVA 710N: 1400.873 DA 7UM • NAM 29 S - QLlDA 7E- 1970 RIVERSIDE COUNTY DESIGNATION.• E-14-70 DESCRIPTION. 2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE INTERSECTION OF RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 1220 FLET NLRIHAEST GF RAILROAD CANYON ROAD, 6.0 FEET SOUTHWEST OF PO*fR POLE i 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST, A BRASS DISK SET IN THE TOP OF CONCRE7E POST E-14-70 02P !■ .ff LIA I ■ ■ INSTALLAN 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. EflINSTALL 1201240 VOLT TYPE III -CF SERVICE WITH 120 VOLT 50 AMP METERED SIGNAL CIRCUIT AND SEPARATELY METERED 120 VOLT 30 AMP LIGHTING CIRCUIT. �3 INSTALL 3" CONDUIT WITH PULL ROPE PER SOUTHERN CALIFORNIA EDISON REQUIREMENTS. INSTALL 36"X36" R73-2 SIGN AS SHOWN ON PLAN. ❑5 INSTALL 36"X30" R61-20 SIGN AS SHOWN ON PLAN. INSTALL SURFACE MOUNT WEATHERPROOF ALUMINUM NEMA ENCLOSURE ON THE SIDE OF THE CONTROLLER CABINET FOR TELEPHONE INTERFACE ACCESS. MINIMUM ENCLOSURE DIMENSIONS SHALL BE 11"Xi 1"X4" WITH 314" PLYWOOD BACKBOARD. ❑7 REMOVE AND SALVAGE EXISTING STREET LIGHT. REMOVE FOUNDATION BELOW GROUND LEVEL. IE FURNISH AND INSTALL R96 & R96A SIGNS ON SIGNAL POLE. .2"C., 3 -DLC - --- --� — — — — 2"C., 2 -DLC �` --- .ter+ ,C., 2 r------ R73(MODIFIED) .. — PHAM CMa" GROUP A GROUP B z NOT USED %4 �2P 01 02 03 04 .- z NOT USED NOT USED 05 1 06 1 07 1�S •'Poo',�—_ 04 05 04 106 D\tO l 1 04 EVP I i 066---D 01 un4rr SIN 7z 10 05 02&05 EVP a2 •� R73(MODIFIED) -SEE DETAIL "D" CA A/ YO/V HIL L S /1? n-/ /A D T � 3 I A T A I 1 4 [ E AL 'A' NO SCALE MARKETPLACE DRI VE WIA Y CER TIFICA TION THESE PLANS HAVE BEEN REWEKD FOR COMPLIANCE WITH THE 9RaFESSIaNq APPROPRIA TE CONDI AONS OF DEVF aOMEN T AND/OR CI TY AND ��i� t tD �+• ��• STA TF LAWS AND HAVE BEEN FOUND ACCEPTABLE y �� 0 Na. 34512 Exp. 9-30--05 rn AOSERT MOFHLI?*,, RLE (c -305(o DATE CITY ENGINEER OF' 0Al-�Fo CITY OF LAKE ELSINORE res TYPE "E" LOOP. 6' DIA- (TYP). LOOP WIRE SHALL BE TYPE 2 LOOP SEAL COAT SHALL BE HOT MELT RUBBERIZED ASPHALT PER STATE STD- 86-5-011 A(5). � r LANE LINE 12" WIDE X -WALK OR LIMIT LINE MTML TO NO SCALE - fl �� NO SCALE DE5ICI m: RHC RCE TRAFFIC AND TRANSPORTATION ENGINEERING DRAWN: 9255 DILLON DR, F LA Ml;r A, CA. 91941 RC tel. 509-9151 'ft x 589-92139 DATE: C RICHARD H. CRAFTS R.C.E. 34512 Jos NO: REGtS ATl0N EXPIRES: 9-30-05 79300 AB -121 ASTRO MINI -BRAC OR EQUAL 2"C., 2 -DLC r 1006 0 "' 1 "OPTICOM" DETECTOR MASTARM STAINLESS STEEL BASE E-V.P-E- DETECTOR MOUNTING DETAIL NO SCALE i 1 0 20' 40' bas 80, GRAPHIC SCALE CITY OF LAKE ELSINORE TRAMC SIGNAL PLAN FOR., CANYON HILLS MARKETPLACE PAS— TRACT 30496 T 100, SHEET S FILE Na 05-1w) C) J %4 R1 4 _..........._.__ .-