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HomeMy WebLinkAboutRR CYN Road - AS Builts-10-1-2019 LEGEND OF ABBREVIATIONS AND SYMBOLS / a A.B. AGGREGATE BASE MH MANHOLE A.C. PAVING A.C. ASPHALTIC CONCRETE NTY NORTHERLY � ASSY. ASSEMBLY TUTS NOT TO SCALE PORTLAND CONCRETE CEMENT 7 n LL1 AVE. AVENUE OC ON CURB `t BC BEGIN CURVE OHC OVER-HEAD COMMUNIC4TIONS �' CATCH BASIN At LOCAL DEPRESSION CANYON (� HUNSAKER&ASSOCIATES - IRVINE, INC. 07124119 Q BCR BEGIN CURB RETURN OHE OVER-HEAD ELECTRICAL CENTERLINE RECORD DRAWING NOTE. BLVD. BOULEVARD PIN. PORTION HILLS NEWPORT ROAD BO BLOWOFF PCC POINT OF COMPOUND CURVE 11 FIRE HYDRANT ROAD THESE"AS-BUILD'RECORD DRAWINGS HAVE BEEN PREPARED BASED BVC BEGIN VERTICAL CURVE PCC PORTLAND CEMENT CONCRETE HILLSIDE ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY THE FLOWLINE MURROW CONSTRUCTION MANAGEMENT AND REVIEWED BY CB CATCH BASIN P.I. POINT OF INTERSECTION �o DRIVE CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. OF CURB FACE PP POWER POLE GRADED SWALE PROJECT �' �'� 215 t CENTERLINE PR. PROPOSED ____ RIGHT-OF-WAY VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD GONG. CONCRETE PRC POINT OF REVERSE CURVE SITE G DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF CSP CORRUGATED STEEL PIPE P.U.E. PUBLIC UTILITY EASEMENT 2% SHEET FLOW RATE THESE PLANS. CIS CATHODIC TEST STATION PIN PARKWAY �, SCOTT ROAD GRAPE ST. �� C.Y. CUBIC YARDS R.C.P. REINFORCED CONC.PIPE � STREET LIGHT BUNDY CANYON DIN DOE TIC WATER R.G. �H GRADE — — VALE HIGH POINT "RECORD DRAWING" DWY DRIVEWAY RT RIGHT EC END CURVE RW RECLAIMED WATER ° WATER METER 15 ECR END CURB RETURN SCE SOUTHERN CALIFORNIA EDITON ® VALVE CLINTON KEITH ROAD ELEV./EL. ELEVATION SD STORM DRAIN EP EDGE OF PAVEMENT SHT SHEET EX SCE POWER POLE ESMT EASEMENT SL STREET LIGHT EX EDGE OF PAVEMENT RAILROAD CANYON ROAD EX. END VERTICAL CURVE SS SOUTHERLY EX EXISTING SS SANITARY SEWER ��� PR.DAYLIGHT LINE FG FINISH GRADE ST. STREET N STREET WIDENING IMPROVEMENT PLANS FFL S FINISH NSURF E TO RIGHT-OF-WAY GB GRADE BREAK TYP. TYPICAL VICINITY MAP FROM 367' EAST OF GRAPE STREET INTERSECTION H.O.A. HOME TOWNER'S ASSOCIATION VC G VERTICAL CURVE NOT TO SCALE HORIZ. HORIZONTAL VERT. VERTICAL HP STATION 8+78 EASTERLY TO STATION 80+00 INV INVERT OFIGH POIT PIPE 128W WIDTH 5.33 EXISTING SPOT ELEVATI N AND PAVEMENT REHABILITATION IRR IRRIGATION STRUCTURE X-1306- EXISTING ELEVATION GENERAL NOTES L LENGTH J.S. JUNCTION 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY FROM GRAPE STREET TO CANYON HILLS ROAD INTERSECTION LT LEFT 27 A ;0 PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF O k AVAILABLE RECORDS.APPROVAL OF THESE PLANS BY THE CITY OF LAKE MAX MAXIMUM CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS MIN. MINIMUM > OF THE LOCATION,NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND y MOVC MIDDLE OF VERTICAL CURVE UTILITY,PIPE OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR 1 IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF OF P&EFEVE ALL UTILTTIES,PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. Q'TATC /1C /�A1 �/1�\rA ANY UTILITY(IES)DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE �1 A�G OF VAUR)FIM REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE Q CONTRACTOR,AT HIS EXPENSE. 2. ALL WORK SHALL CONFORM TO CITY CODES,STANDARD SPECIFICATIONS FOR PUBLIC 24 29 WORKS(LATEST EDITION),AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE. O' IT IS THE ALL TIMES.RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS o AND CODES A 0 O 16 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR,FORTY-EIGHT 7 - �T(7 17 Q (48)HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT i .�- C r A 4 8 19 a 3 (951)674-3124,EXTENTION 247,BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM, I- MONDAY THROUGH THURSDAY. ;5 4�[4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CAL MANUAL TRANS ` - TRAFFIC MANUAL AND WATCH AT ALL TIMES DURING CONSTRUCTION,AS 12 � O �� APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE.FAILURE TO DO SO SHALL 5 `. 44., REQUIRE IMMEDIATE WORK STOPPAGE. ;``` EARTHWORK QUANTITIES SUMMARY 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A DEPENDABLE REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. / �,, SHEET INDEX RAILROAD CANYON ROAD CUT FILL 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE 46,,� y NECESSARY RELOCATION OF ANY UTILITIES CONTRACTOR SHALL NOTIFY ALL UTILITY �✓ \ ,� SHEET STREET PLAN DESCRIPTION RAW VOLUME(AREA OF GRADING 7.42 A.C.) 14,560 CYS 6,290 CYS COMPANIES INVOLVED,AT LEAST FORTY-EIGHT(46)HOURS PRIOR TO BEGINNING WORK UNSUITABLE MATERIAL R&R 0 6T OVER-X.)12,210 CYS 12,210 CYS THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT � �� : _'__ 1 TITLE SHEET 0.1'SUBSIDENCE(ADJUSTMENT) — 460 CYS 1-800-422-4133,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK __ i 2 CONSTRUCTION NOTES&DETAILS 2.5%LOSS ON ALL EXCAVATION — 1,200 CYS Z THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED INI"1CN A p ON-SITE EXPORT 6,610 CYS - CYS WORK AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES.SUBDIVIDER E S NOTICE 1L.�/GEX MA 3-34 ROUGH GRADING SECTIONS MUST INFORM THE CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE,PRIOR TO S(.•/01LE� 'w_�oe 4 CATCH BASIN RECONSTRUCTION DETAILS TOTAL 26,770 CYS 20,160 CYS BEGINNING CONSTRUCTION. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND 4A-4D DEMOLITION-RAILROAD CANYON ROAD LONG 6,610 CYS 8. ALL UNDERGROUND FACILITIES WITH LATERALS INCLUDING BUT NOT LIMITED TO SEWER, COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ' �/•�� WATER, TELEPHONE,ELECTRICITY,GAS AND DRAINAGE FACILITIES,SHALL BE IN PLACE CONSTRUCTION,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS 5-8 GRADING-RAILROAD CANYON ROAD SITE ACREAGE: 7.42 AC PRIOR TO PAVING THE STREET SECTION. REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL r---------- 9-10 STREET SECTIONS&CONSTRUCTION DETAILS WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD THE ABOVE LISTED EARTHWORK QUANTITIES REFLECT THE ENGINEER'S ESTIMATE OF THE 9. ALL STREET SECTIONS ARE TENTATIVE.ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR 1 4A • =DEMOLITION IMPROVEMENT SHEETS 11 LOCAL DEPRESSION DETAILS VOLUMES OF MATERIAL FOR CUT AND FILL. THESE QUANTITIES ARE PROVIDED TO SATISFY ROUGH GRADING, TO DETERMINE THE EXACT SECTION REQUIRED.SECTION THICKNESSES ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT ---------- AGENCY REQUIREMENTS WITH RESPECT TO DETERMINATION OF PERMIT AND BONDING FEES SHOWN ARE FOR BONDING PURPOSES ONLY. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ---------- 12-19 STREET-RAILROAD CANYON ROAD ONLY. CONTRACTORS ARE RESPONSIBLE FOR COMPUTING THEIR OWN EARTHWORK 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND OWNER OR ENGINEER. 1 O 1 =ROUGH GRADE IMPROVEMENT SHEETS 20-21 STORM GRAIN-RAILROAD CANYON ROAD QUANTITIES FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND REMOVALS ARE ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON ---------- 22-27 PAVEMENT REHABILITATION-RAILROAD CANYON ROAD BASED ON A SAMPLING OF FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOC47ION AND FIELD CONDITIONS DURING CONSTRUCTION MAY VARY. ALSO,ACTUAL QUANTITIES MAY SHALL BE IN THE FORM OF"AS-BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR EXTENT, THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE __________ 28-29 EROSION CONTROL-RAILROAD CANYON ROAD DEVIATE BASED ON A MORE ACCURATE GROUND SURVEY THAT MAY BE PROVIDED WHEN IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE 12 =STREET IMPROVEMENT SHEETS THE SITE HAS BEEN CLEARED OF VEGETATION. THE CONTRACTOR SHALL NOTIFY THE APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF __________ 30-36 SIGNING&STRIPING-RAILROAD CANYON ROAD ENGINEER OF ANY DISCREPANCIES WITH FIELD TOPOGRAPHIC INFORMATION AS SOON AS 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON 364-368 SCE POWERPOLE LOCATION EXHIBIT THIS DATA BECOMES AVAILABLE. SHALL BE REPLACED TO CITY STANDARDS,AS APPROVED BY THE CITY ENGINEER. PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION RECORDED LOCATION. THE CONTRACTOR IS REQUIRED TO TAKE DUE =STORM DRAIN IMPROVEMENT SHEETS BENCH MARK: OF THE PROJECT BEFORE ACCEPTANCE IS GRANTED. PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES, 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S =PAVEMENT REHABILITATION IMPROVEMENT SHEETS BENCHMARK..*G 307 1935 RESET 1965 ELEVATION.. 1275.973 WITHIN PUBLIC RIGHTS-OF-WAY.BEFORE ISSUANCE OF SAID PERMIT, THE RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES �� CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF CONCERNED BEFORE STARTING WORK. — IJ =EROSION CONTROL IMPROVEMENT SHEETS DATUM. NGVD 29 OWNER: INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR SITUATED 1.8 MILES SOUTHEAST ALONG BUSINESS ROUTE, SATE CITY OF LAKE ELSINORE PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE PROJECT LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL ~ =SIGNING AND STRIPING IMPROVEMENT SHEETS HIGHWAY 71, FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD 130 SOUTH MAIN ST. CONSTRUCTION ALONG WITH AN APPROVED SET OF IMPROVEMENT PLANS. CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY STATION IN ELSINORE, 0.1 MILE SOUTH OF THE INTERSECTION OF LAKE ELSINORE, CA 92530 13. IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO.8 OFFICE OF THE PREPARER OF THESE PLANS RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 200 FEET SOUTH (951)674-3124 CALTRANS,PLEASE MAKE REFERENCE TO THIS FACT IN THE-GENERAL NOTES'SECTION THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF OF THE INTERSECTION OF RAILROAD CANYON ROAD AND THE OF THE IMPROVEMENT PLANS. ASBESTOS-CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS UTILITIY COMPANIES/AGENCY INDEX BUSINESS ROUTE OF STATE HIGHWAY 71, 75 FEET NORTHEAST OF TF DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PROJECTS. UNDERGROUND SERVICE ALERT(USA/SC) - 811 THE NORTHEAST CORNER OF THE ELSINORE VETERANS MEMORIAL SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE GRAPHIC SCALE HALL, AND 42 FEET WEST OF THE CENTER OF KUHN STREET THESOILS ENGINEER: JURISDICTIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR 100 0 50 100 200 SOUTHERN CALIFORNIA GAS COMPANY- (909) 335-3975 MARK IS A STANDARD DISK STAMPED, G 307 1935 RESET 1965, ALL CONSTRUCTION,CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS SPECTRUM - (951)406-1699 CEMENTED IN A DRILL HOLE IN THE EAST CONCRETE BASE OF THE ALTA CALIFORN14 AND SHALL FOLLOW ALL OSHA&EPA GUIDELINES TO MINIMIZE HEALTH SOUTHERN CALIFORNIA EDITON COMPANY- (951)249-8355 FLAG POLE MEMORIAL MONUMENT IN MEMORY OF HOWARD M. GEOTECHNICAL INC. HAZARDS. ( IN FEET) FRONTIER COMMUNICATIONS - (909) 748-6676 BLACK, CMDR, POST 1508, RIVERSIDE COUNTY. THE DISK IS 3 170 NORTH MAPLE ST, STE 108 1 inch =500 ft. EASTERN MUNICIPAL WATER DISTRICT- (951) 928-3777 FEET SOUTH OF THE NORTH EDGE, 3 FEET NORTH OF THE SOUTH CORONA, CA 92880 QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. EDGE, AND 1 FOOT WEST OF THE EAST EDGE OF THE CONCRETE ! no/1��c,To�o O O CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR ELSINORE VALLEY MUNICIPAL WATER DISTRICT- (951) 674-3146 (951) 509-7090 o @@CJ l°P U BASE OF THE MONUMENT. IT IS SET FLUSH WITH THE SURFACE OF � TO BIDDING FOR CONSTRUCTION. THE CONCRETE. xnaq Do" vae www.altageotechnical.com I Ill wm THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3^ MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET ®HUNSAKER &ASSOCIATES goFEssla �a AS-BUILT CHANGES SHOWN PER PLAN. RH 07124119 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C . E�eooN cR N'9< DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, o PUNNING • ENGINEERING • SURVEYING .� 9�Fy AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ICES" STREET WIDENING PLAIN) z` �B1 —j(� � Thee Hughm•IMm,CA92618 iH:(%9)M-1010•FX:1949)M8 59 m'? CHECKED BY: OF 01/18 AND"BILL BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN of z m +1AT�( 9161I6 UNDER THE SUPERVISION OF: ExP�os 93o81a A RECOMMENDED BY: N76°00'34"W(EPOCH 2011.00) SHEETS RAILROAD CANYON ROAD BRAD FAGRELL, RCE No. 43920 DATE II,p sr v SCALE: AS SHOWN FILE NO. CITY ENGINEER - G 9rF OF cnLIF FCAL% oe� FROM GRAPE ST. TO CANYON HILLS ROAD o CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE: �o �si PLOTTED BY: Oscar Hermosillo DATE: Oct. 01, 2019 08:16:12 AM FILE: F:\1020\Engineering\OA-Project\Imp_Street\SHT01.dwg CONSTRUCTION NOTES& ESTIMATE OF QUANTITIES CONSTRUCTION NOTES& ESTIMATE OF QUANTITIES 5' TRANS. 1 5' S' TRANS. Vol DESCRIPTION QUANTITY UNITS NO. DESCRIPTION QUANTITY UNITS coNc. DEMOLITION NOTES: EROSION CONTROL CONSTRUCTION NOTES: CONC.DRAIN —6 —6 DWVN 1 SAWCUT&REMOVE EXISTING PCC U-GUTTER 11,429 L.F. 80 INSTALL SILT FENCE AT DAYLIGHT PER DETAIL ON SHEET 29 AND CASQA BMP SE-i 4,835 L.F. 2 SAWCUT&REMOVE EXISTING AC PAVEMENT 68,303 S.F. 81 INSTALL AREA DRAIN GRAVELBAG PER DETAIL ON SHEET 29 AND CASQA BMP SE-10 11 EA. A w 3 REMOVE&DISPOSE OF EXISTING CHAIN LINK FENCE 11909 L.F. 82 INSTALL SCREENED CATCH BASIN INLET PER DETAIL ON SHEEP 29 AND CASQA BMP SE-10 12 EA. 4 NOT USED - - 83 INSTALL CONCRETE WASHOUT PER DETAIL ON SHEET 29 AND CASQA BMP WM-8 1 EA. `----- ----- - ------ ---- 5 REMOVE&DISPOSE OF EXISTING PCC SO INLET STRUCTURE 2 EA. 84 INSTALL STABLIZED CONSTRUCTION ENTRANCE PER CASQA BMP TC-1 3 EA. 7 L.F. 6 SAWCUT&REMOVE EXISTING 18"SD, LIMITS PER PLAN 34 L.F. 85 INSTALL STRAW WATTLE VELOCITY REDUCERS SPACED DETAIL ON SHEET 29 CASQA BMP SE-9 1,515 L.F. SPLASH WALL PER DETAIL BELOW '-18-PVC PIPE PER PLAN 7 REMOVE&DISPOSE OF EXISTING DROP INLET STRUCTURE 4 EA, 8 REMOVE MARKETING SIGN AND RETURN TO OWNER 10 EA. PAVEMENT REHABILITATION CONSTRUCTION NOTES: A 9 REMOVE&DISPOSE OF EXISTING ABANDONED PEDESTAL 1 EA. PLAN 91 COLD MILL EXISTING PAVEMENT(Z"MIN.)&INSTALL CLASPAVE50 PAVING MAT INTERLAYER 10 REMOVE&DISPOSE OF EXISTING PCC SIDEWALK 83 S.F. OR APPROVED EQUAL WITH(2"MIN. AC OVERLAY,,SEE DETAIL ON SHEET 10. 432,232 S.F. GALV.J4 REBAR 10 REMOVE&DISPOSE OF EXISTING K-RAILS 21 L.F. (8 TOTAL) 92 REMOVE EXISTING 5.5"AC OVER 2.5"AB AND INSTALL 8"AC DEEP LIFT 354,064 S.F. GRATE ASSEMBLY ROUGH GRADING NOTES: CONSISTS OF 81A WELDED(1YP.) 1 BARS, EVENLY SPACED f0 CONSTRUCT 3" WIDE PCC 'V"DITCH PER DETAIL HEREON 6,907 L.F. AROUND PERIMETER OF C.M.P. WELDED TOP & it CONSTRUCT PCC DRAIN PIPE STRUCTURE PER DETAIL HEREON 1 EA. BOTTOM 1/2"X 2"GALV. STEEL STRAP 15 NOT USED -WITH 3/8"GALV. BOLT 16 NOT USED - - GRATE ASSEMBLY DETAIL 17 ADJUST EXISTING SIGN TO GRADE 3 EA. 5' THE T C S U T O NOT S' 2'6"' 1 2'6" 17"1 20 CONSTRUCT 8"AC DEEP LIFT OVER NATIVE. STRUCTURAL SECTION TO BE VERIFIED BY PROJECT SPLASH WALL SOILS ENGINEER DURING GRADING AND WITH APPROVAL OF THE CITY ENGINEER. 154,609 S.F. SLOPE r PER PLAN 21 CONSTRUCT 8"TYPE "'8"INTEGRAL CURB&GUTTER PER CITY OF LAKE ELSINORE y - --- LEVEL STD. PLAN NO. 201. 11,808 L.F. -r=_- - 22 CONSTRUCT CURB TRANSITION FROM 6"TO 8"PER DETAIL ON SHEET 10. 25 L.F. CONC. DRAIN RIM ELEV. SHOWN ON PLAN 23 CONSTRUCT 4"PCC SIDEWALK(WIDTH=4')PER CITY OF LAKE ELSINORE STD. PLAN NO. 21E 20,715 S.F. INLET ELEV. SHOWN ON PLAN 24 REDUCER RECONSTRUCT MEDIAN CATCH BASIN&LOCAL DEPRESSION PER DETAIL ON SHEET 4. 3 EA. SEE CONSTRUCTION N 18"C.M.P. OR H.D.P.E NOTES FOR PAVED 25 CONSTRUCT LOCAL DEPRESSION(WIDTH PER PLAN)FOR CATCH BASIN PER MODIFIED COUNTY DRAINAGE DEVICE ELBOW ABOVE INV. ELEV. SHOWN ON PLAN OF RIVERSIDE STD. PLAN NO. 311, CASE "C"AND PER DETAIL ON SHEET 11. 13 EA. SECTION A A 26 ADJUST EXISTING TELEPHONE MANHOLE TO GRADE AND CONSTRUCT FALSE CURB MANHOLE COVER PER DETAIL ON SHEET 10. 2 EA, CONCRETE DRAIN TO PIPE INLET DETAIL 27 ADJUST EXISTING TELEPHONE MANHOLE TO GRADE 5 EA. 11 2B ADJUST EXISTING SCE PULL BOX TO GRADE. 1 EA. NOT TO SCALE 29 CONSTRUCT SIDEWALK AROUND POWER POLE(PARKWAY OBSTRUCTION) PER CITY OF LAKE ELSINORE STD. PLAN NO. 213. 21 EA. 30 ADJUST EXISTING GAS VALVE TO GRADE. 3 EA. 21 SLOPE MAX. 31 ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE. 3 EA. 36" 32 ADJUST EXISTING ELECTRICAL PULLBOX TO GRADE. 2 EA. 18" 18" L 33 RELOCATE EXISTING TELEPHONE RISER PER PLAN. 1 EA. P 34 ADJUST EXISTING CABLE TV BOX TO GRADE. 2 EA. _ LEVEL LINE 35 INSTALL 5'HIGH CHAIN LINK FENCE PER CITY OF LAKE ELSINORE - STD PLAN NO. 604A& 604B. 154 LF. �Il-1 36 INSTALL CITY IMPROVEMENT PROJECT CONSTRUCTION SIGN PER CITY OF LAKE ELSINORE STD NO. 600. 2 EA. I , 3"CONc. llu SEE CONSTRUCTION NOTES FOR STORM DRAIN CONSTRUCTION NOTES: PAVED DRAINAGE DEVICES 40 INSTALL 18"R.C.P. (D-LOAD PER PROFILE)&BEDDING PER RCFC&WCD STD. NO. M815 140 L.F. HEREON 41 INSTALL 24"RCP(D-PER PROFILE)&BEDDING PER RCFC& WCD STD. NO, M815 19 L.F. 10 3' CONCRETE ''V°'-DITCH 42 CONSTRUCT CATCH BASIN NO. i PER RCFC& WCD STD. CB 100(L PER PLAN) WITH NOT TO SCALE CATCH BASIN MARKER "NO DUMPING, DRAINS TO LAKE"BY GAS MANUFACT. 3"x 5 1/4"DURACAST STORM DRAIN MARKER 10 EA, 43 REMOVE EXISTING CSP RISER AND CMP PIPE AND ANY INTERFERING PORTION OF RCP &JOIN EXISTING STORM DRAIN 2 EA. 44 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC& WCD STD. NO. JS227 6 EA, NOTICE TO CONTRACTOR 45 CONSTRUCT CONCRETE COLLAR PER RCFC& WCD STD. N0. M803 I EA. EMWD RECYCLED WATER CONSTRUCTION NOTES-DELETABLE: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES,AND/OR STRUCTURES ETC, SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS. THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. 60 RELOCATE EXISTING METER PER EMWD STD. DWG. B-344. 1 EA. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, THE CONTRACTOR SHALL ASCERTAIN THE 61 RELOCATE EXISTING LOCATOR WIRE BOX PER EMWD STD. DWG. B-656. 7 EA. HUNSAKER&ASSOCIATES- IRVINE, INC. 07124119 TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ANY UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY 62 RELOCATE EXISTING CATHODIC TEST STATION PER EMWD STD. DWG. B-662. 7 EA, RECORD DRAWING NOTE: PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. 63 ADJUST EXISTING VALVE BOX TO GRADE 5 EA. THESE'"AS-BUILT" RECORD DRAWINGS HAVE BEEN PREPARED BASED THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 64 ADJUST EXISTING LOCATOR WIRE BOX TO GRADE. 2 EA, ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT MURROW CONSTRUCTION MANAGEMENT AND REVIEWED BY BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER,AND THE CITY 65 ADJUST EXISTING BLOW-OFF ASSEMBLY TO GRADE. 2 EA, CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. OF LAKE ELSINORE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF OWNER, ENGINEER, OR THE COUNTY OF ORANGE. VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF THE CONTRACTOR AND ALL ITS SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO EVMWD CONSTRUCTION NOTES-DELETABLE: THESE PLANS. THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL 70 RELOCATE EXISTING AIR/VAC ASSEMBLY PER EVMWD STD. DWG. W-18. 1 EA. D COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS"OF THE U.S. DEPARTMENT OF LABOR,AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS" "CONSTRUCTION SAFETY ORDERS" 71 RELOCATE EXISTING METER PER EVMWD STD. DWG. W-11. 2 EA. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES 72 RELOCATE EXISTING PEDESTAL-MOUNTED IRRIGATION CONTROLLER PER EVMWD STO. DWG. L-2. I EA. 01 r,RECORD DRA WI NG�� OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER AND OWNERS OF ANY DISCOVERED 73 RELOCATE EXISTING 4"BLOW-OFF ASSEMBLY PER EVMWD STD. DWG. W-19. 1 EA. UNMAPPED UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND n u SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 74 ADJUST EXISTING VALVE TO GRADE. 44 EA. z o 75 ADJUST EXISTING SEWER MANHOLE TO GRADE. 11 EA u Old iV WOA01p Days In Ad— z wm THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3 MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY OF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 20 ®HUNSAKER & ASSOCIATES oFEssl AS-BUILT CHANGES SHOWN PER PLAN. RH 07124119 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V t N E I N C E�eooN CgNq( DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, o PLANNING • ENGINEERING SURVEYING �� 9��� AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS'" STREET WIDENING PLAN .1 IN Th—Hugh.•Il CA92618":(949)M-1010•FX:19491`+✓D-0]59 E4 m? CHECKED BY: OF 01/18 AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING 3 6 �? j)Apd( UNDER THE SUPERVISION OF: N0.49118 m RECOMMENDED BY: N76TO'34"w EPOCH 2011.00) & PAVEMENT REHABILITATION PLAN OF SHEETS ;m slsl,e EkP.09-3p ( RAILROAD CANYON ROAD BRAD FAGRELL, RCE No. 43920 DATE IG/i8 s9 cIYI` a` SCALE: AS SHOWN FROM GRAPE ST. TO CANYON HILLS ROAD FILE No. CITY ENGINEER OF OAL1FpP o� CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE: CONSTRUCTION NOTES & DETAILS1 3 PLOTTED BY: Oscar Hermosillo DATE: Oct. 01, 2019 10:25:59 AM FILE: F:\1020\Engineering\OA_Project\Imp_Street\SHT02.dwg PR. PR. N'LY S'LY RAW RAW 110 PR. PR. N'LY SLY 11.75 f 86 t 12.25 3.75t � 81± 43.25Y 1 42.75' S' 3' 4.25' I I I 110' 12.50`t VARIES:85.75f TO 85.25t VARIES: 11.75'-1225' I I 4.50't 8f 42.501 VARIES: 43.25'-42.75' S' 3' 3.75' EX. 2:1 SLOPE- (2.09,) 1 STREET FS _ 2'OVER EXCAVATION ITC 2'OVER-EXCAVATION(609EX. 8"CURB&GUTTERSAWCUT LINE I I SAWCUT LINEEX. SIDEWALK STREET FS I STREET FS -STREET FSEX. MEDIAN C&G6 PER II/ `r T - (209,t - Qz TC PLANER ---EX. 314:1 SLOPE ry PLAN y1 \ EX. 2:1 SLOPE I (2.09) ---�(27�� ) - - �) i- N 2.0% EX. MEDIAN CURB `EX. 3/4:1 SLOPE I _ 1 EX. MEDIAN CURB EX. MEDIAN CURB ROUGH GRADING DAYLIGHT J ROUGH GRADE LINE _\ / 1 ROUGH GRADE LINE ROUGH GRADING DAYLIGHT --J / EX. 8"" CURB&GUTTER / CURB&GUTTER ✓ 8"' CURB&GUTTER EX. SIDEWALK 3' 3' 11.25' 4' 28.50' RAILROAD CANYON ROAD-ROUGH GRADING SECTION 1-1 RAILROAD CANYON ROAD-ROUGH GRADE SECTION 2-2 FROM STREET STATION 8+76.61 TO 12+45.72 FROM STREET STATION 12+45.72 TO 17+98.69 (PUBLIC) (PUBLIC) NOT TO SCALE NOT TO SCALE PR. PR. N'LY S'LY PR. PR. RAN RAN N'LY SLY RNY R/W 110' VARIES: I10' 102' 12.50' 85,75' 11.75' 4' 4' 4.5' 42.50' 43.25' S' 3' 3.75'I VARIES: 5.75'-82' VARIES: 11.75'-775' VAR S 4'-3.75' 4' 4.5' VARIES: 42.50'-40.75' VARIES: 43.25'-41.25' S' 3' VARIES. 3.75'RT TO 0.5'LT 1 I 1 I I I I I I 2'OVER-EXCAVATION SAWCUT LINE SAWCUT LINE o � 2'OVER-EXCAVATION r ROUGH GRADING STREET FS STREET FS m N `� DAYLIGHT I o TC PER T TC PER y I I SAWCUT LINE SAWCUT LINE o PLAN 2.0%t) �.� �� (2.09"t 1 W o �- (t- --- I I ----_ ) - I PLAN EX. 3/41 SLOPE ROUGH GRADING I STREET FS -- - - STREET FS m 2.07.E LLL -- I}' 1_ `� 2.0% o TC PER T- T � TC PER EX. 2:1 SLOPE-, ,I, y r EX. MEDIAN CURB) -/ DAYLIGHT 20g PLAN 20% (p.0-7h)- - i ��_ - (209at) PLAN �EX. 314::1 SLOPE �` ry EX MEDIAN CURB N I EX. 2:1 SLOPE-,j ROUGH GRADING DAYLIGHT , ;,. EX. MEDIAN CURB `EX. MEDIAN CURB - ROUGH GRADE LINE ROUGH GRADE LINE ` J I RoucH cRADINc Daruc r 2'OVER-EXCAVATION i - o� CURB&GUTTER J ROUGH GRADE LINE ROUGH GRADE LINE -J / 2� 2'OVER-EXCAVATION i 8'" CURB&GUTTER 4' 12.50' 21' 28.50' 11.75' 4' 0�" i' 3 VARIES. VARIES: 3 1 `Y' HUNSAKER&ASSOCIATES- IRVINE, INC. 07124119 p 4' 12.50'-10.75' 2T VARIES:28.50'-26' 11.75'-12.25' 4' 01 RECORD DRAWING NOTE: `V RAILROAD CANYON ROAD-ROUGH GRADE SECTION 3-3 RAILROAD CANYON ROAD-ROUGH GRADE SECTION 4-4 THESE""AS-BUILT'RECORD DRAWINGS HAVE BEEN PREPARED BASED ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY THE FROM STREET STATION 17+98.69 TO 20+00.00 FROM STREET STATION 20+00.00 TO 27+47.72 MORROW CONSTRUCTION MANAGEMENT AND REVIEWED BY (PUBLIC) (PUBLIC) CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. NOT TO SCALE NOT TO SCALE VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD PR. PR. PR. PR DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF �,y wyy N'LY SLY THESE PLANS. RNY RNY 102', r• I VARIES: 102'-110' V ES: .25-10.7' I 83.$0' VARIES: 7.75'-8.75' VARIES:3.75'-2.25 4' 45' VARIES:40.75'-42.25' VARIES: 41.25'-40.25' S" 3' VARIES VARIES:82.50'-89,89' VARIES.,&75-10.75' SEE PLAN VARIES:2.25'-0.86' 4' 4171 VARIES:42.25'-47.64' VARIES:4025'-42.25' 5' 3' VARIES.,0.75'-3' 1 2'OVER-EXCAVATION A o SAWCUT LINE m PC PER I I 1 I I STREET FS PAN 20% ' I o "RECORD DRAWING" EX. 314:1 SLOPE I N - ROUGH GRADING DAYLIGHT SAWCUT LINE 2'OVERSAWCUTALINE 7 SAWCUT LINE _ - _ STREET FS 1� �;-T I L -_I J STREET FS STREET FS �T ROUGH GRADE LINE�L I ROUGH GRADING TC PER rr- -a o TC PER 7.07 ) r 8"" CURB&GUTTER 2.O�k) -J `_- ROUGH GRADING I :, TC PER _(� L DAYLIGHT 2 p9, PLAN (r-- --(2_07-) PLAN N // EX. MEDIAN C&G 3' i' I 2A7h -- _ - N 2.0% EX. 2:1 SLOPE DAYLIGHT I o PLAN VARIES: r}' /I 2.09 (T ) VARIES:26'-25' 12.25'-13.25' 4' EX. 2:1 SLOPE EX. MEDIAN CURB) EX. MEDIAN CURB �EX. MEDIAN CURB - I ROUGH GRADING DAYLIGHT ROUGH GRADE LINE ' L - J ROUGH GRADE LINE ROUGH GRADE LINE L 2'OVER-EXCAVATION 8" CURB&GUTTER 2'OVER-EXCAVATION W 1' 3" VARIES: VARIES: 3 I rO I 3 VARIES: 0 4' 12.25'-16.64' VARIES:27'-28' VARIES:25'-27' 11.50'-12.25' 4' 0 4' 10.75'-1225' 2T O ti RAILROAD CANYON ROAD-ROUGH GRADE SECTION 5-5 RAILROAD CANYON ROAD-ROUGH GRADE SECTION 6-6 FROM STREET STATION 27+4772 TO 36+46.09 FROM STREET STATION 36+46.09 TO 39+00.00 z (PUBLIC) (PUBLIC) a NOT TO SCALE INOTE. SEE SHEET 22-27 FOR PAVEMENT REHABILITATION NOT TO SCALE z wm THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3^ MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GP/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET ®HUNSAKER &ASSOCIATES goFEssla �a 1 AS-BUILT CHANGES SHOWN PER PLAN. RH 07124119 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C . E�eooN cR N'9< DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, o PUNNING • ENGINEERING • SURVEYING .� AS DETERMINED LOCALLY BYTHE LINE BETWEEN CSRN CORS°ECFS" STREET WIDENING PLAN z Thee Hegh.•IMee,CA92618 iH:(%9)M-1010•FX:(949)M8 59 m'? CHECKED BY: DE 0,/18 AND"BILL-, eorH As PUBLISHED ON csRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN of z m 9/6/18 UNDER THE SUPERVISION OF: ExP�os 93081a A RECOMMENDED BY: N76'00'34"W(EPOCH 2011.00) SHEETS RAILROAD CANYON ROAD BRAD FAGRELL, RCE No. 43920 DATE P SCALE: AS SHOWN FILE NO. CITY ENGINEER "'e clvl� oe� FROM GRAPE ST. TO CANYON HILLS ROAD o CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE aFcnLIF DATE: STREET SECTIONS i�3 PLOTTED BY: Oscar Hermosillo DATE: Oct. 01, 2019 08:16:21 AM FILE: F:\1020\Engineering\OA_Project\Imp_Street\SHT03.dwg PR. PR. pw wyy PR. PR. NIL S'LY RNV RNV VARIES: 110'-116' I I VARIES: 110'-102' 9.25't VARIES:90't TO 9L25't VARIES: 10.75'-14.5' VARI : 1 75'- VARIES:85.75'-81.50' VARIES: 9.50'-7.5' VARIES 4' VARIES 47.75t VARIES: 42.25'-43.50' S' 3' VARIES: 1.5-6.5' VARI S: 6. 5'-4. 4' 4.5' VARIES. 42.25-40' VARIES: 43.50'-41.50' S' 3' VARIES: 1.50'RT TO 0.50'LT I I I I 1 I I I I 2'OVER-EXCAVATION SAWCUT LINE o I / 2'OVER-EXCAVATION v STREET FS STREET FS m 1 I SAWCUT LINE SAWCUT LINE o TC PER EX. 2:1 SLOPE _ - (2.O�,t ------- - -T ---_�2.09et)- - o PLAN `� I TC PER4_0-1 STREET FS --- - - -- STREET FS m �.0% 1 (2.09,) r) y N 2.0% EX 21 SLOPE ROUGH GRADING o PLAN �p 0%t) `_ �z 0�,.+ o PLA �--�� - J . DAYLIGHT 209 --r- -�) ti 2 ��EX, 2:1 SLOPE EX MEDIAN CURB EX. MEDIAN CURB I -w - ROUGH GRADING DAYLIGHT EX. 21 SLOPE j � EX. MEDIAN CURB EX. MEDIAN CURB Z ^ I ROUGH GRADING DAYLIGHT `EX. 6'"CURB&GUTTER ROUGH GRADE LINE ` - \ L---s L` -� 8'" CURB&GUTTER 2'OVER-EXCAVATION - - ROUGH GRADE LINE ROUGH GRADE LINE EX. SIDEWALK \ �.V \ 8'"CURB&GUTTER VARIES: 3' 1' �O�O VARIES:28'-29' 11.25'-11.50' 4' �Q-0 1 3 VARIES: 4' iL25'-11' VARIES.,28'-26' VARIES.,29'-27' 11.50' 4' ti RAILROAD CANYON ROAD-ROUGH GRADE SECTION 7-7 RAILROAD CANYON ROAD-ROUGH GRADE SECTION 8-8 FROM STREET STATION 39+00.00 TO 53+04.74 FROM STREET STATION 53+04.74 TO 59+15.18 (PUBLIC) (PUBLIC) NOT TO SCALE NOT TO SCALE PR. PR. N'LY STY RAN RNY PR. PR. 102'l _I N'LY BEY r RI_** 131- .78 VARIES: 81.50-80.22' 7,50' VARIES: 4.5'-4.28'1 4' 4.5 VARIES: 40'-4022' 41.50' 5' 3'1 VARIES 102'I I SEE PLAN I L 81.50' 7.50' 1 4.5' 4' AS' 40, 41.50' S' 3'1 VARIES OVER-EXCAVATION I 1 I SEE PLAN I 2' SAWCUTLINE m I /./� o TC PER y STREET FS PLAN `EX. 3/4:1 SLOPE o ` z 2'OVER-EXCAVATION I I 'J/ ROUGH GRADING DAYLIGHT SAWCUT LINE SAWCUT LINE o I (3.0,�) ^ STREET FS STREET FS m o SAWCUT LINE - ROUGH GRADING ;, TC PER rC PER ro T-f rr --� 1 o a, I STREET FS rr \ J DAYLIGHT 2J PLAN Z.O�.t �-%t) -----.1 '1----- �209t) I- PLAN I �� + ROUGH GRADE LINE }' ^ I EX. 3/4:1 SLOPE ROUGH GRADING 20q TC PER 30% ) �' (30�t) }' EX. MEDIAN C&G 3' 1' 8" CURB&GUTTER EX. 2:1 SLOPE - J DAYLIGHT o PLAN JT EX. MEDIAN CURB EX. MEDIAN CURB 26.50' 12' 4' EX. MEDIAN CURB I w ,; ROUGH GRADING DAYLIGHT -_ EX. 2:1 FTHESEASSOCIATES - IRVINE, INC. 07/24/19 ROUGH GRADE LINE ROUGH GRADE LINE J i J i J RECORDWING NOTE: 2'OVER-EXCAVATION o� \ 8" CURB&GUTTER - ROUGH GRADE LINE UILT'RECORD DRAWINGS HAVE BEEN PREPARED BASED 2'OVER-EXCAVATION i LY TRANSFERRED INFORMATION PROVIDED BY THE \ STRUCTION MANAGEMENT AND REVIEWED BY ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. A 4' 11' 26' 1 27' 11.50' 4' 04' 1 3 VARIES: 4�_ 4' 11'-11.29' 26' VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD o DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF ti THESE PLANS. RAILROAD CANYON ROAD-ROUGH GRADE SECTION 9-9 RAILROAD CANYON ROAD-ROUGH GRADE SECTION 10-10 FROM STREET STATION 59+15.18 TO 67+23.73 FROM STREET STATION 67+23.73 TO 71+94.62 I/RECORD DRA WI NG�� (PUBLIC) (PUBLIC) 01 NOT TO SCALE NOT TO SCALE PR. PR. PR. PR. N'LY SLY N'LY S'LY R/W RAN R/W RNV VARIES: 102-122' I I I V S: -.78' 2' VARIES:81.72'-99' VARIES: 7.50'-11' I 122' gRIES: 4.28'-3.5' 4' 4_5'J VARIES: 40.22'-49' VARIES: 41.50'-50' S' 3' VARIES: 0.50'LT TO 3'RT 12 Q9 11 4.5' 49' 50, S' 3' 3' 1 I I I 1 I I I I I 2'OVER-EXCAVATION r SAWCUT LINE I I 2'OVER-EXCAVATION o 1 I SAWCUT LINE SAWCUT LINE SAWCUT LINE � I STREET FS - - STREET FS m a �G STREET FS _ -- m 7 ROUGH GRADING :, TC PER rr -+- -TI (ZOO,# o TC PER ;, TC PER rr I T STREET FS � TC PER N -- I `� ROUGH GRADING I gOX,t) -_ (20_E o 0 2.O�.t) Ji -r-- �) PLAN I}( J 1 o PLAN 2 0� �-- r -- _ 2�-0% i/ `EX. 2:1 SLOPE o PLAN �--fir_--- _ y) -- I ry PLAN �EX 3/4.1 SLOPE DAYLIGHT P0y L ry `\ --- DAYLIGHT 2,Oq 2.OX� `� __ 1 EX. 2:1 SLOPE J `EX. MEDIAN C&G _ EX. 2.:1 SLOPE - I 1 EX. MEDIAN CURB I I �� I\ i EX. MEDIAN CURB `EX. MEDIAN CURB ROUGH GRADE LINE ROUGH GRADE LINE��- N J ROUGH GRADING DAYLIGHT J ROUGH GRADING DAYLIGHT \ - 8"CURB&GUTTER - 2'OVER-EXCAVATION i 2'OVER-EXCAVATION i 8" CURB&GUTTER 0 0 1 3 3 i r0 i 3 3 i 0 4' VARIES: 11.22-16' VARIES:26'-30' VARIES:26-29.81' VARIES: 12.50'-17.19' 4' 0 4' i6' VARIES 29.81'-31' VARIES: 17.19'-16' 4' RAILROAD CANYON ROAD-ROUGH GRADE SECTION 11-11 RAILROAD CANYON ROAD-ROUGH GRADE SECTION 12-12 FROM STREET STATION 71+94.62 TO 76+04.62 FROM STREET STATION 76+04.62 TO 80+00.00 (PUBLIC) (PUBLIC) 5 0 NOT To SCALE NOT TO SCALE a¢ NOTE SEE SHEET 22-27 FOR PAVEMENT REHABILITATION z wm THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3^ MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 3A ®HUNSAKER &ASSOCIATES goFESIa �a 1 AS-BUILT CHANGES SHOWN PER PLAN. RH 07124119 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C E�eooN cR N'9< DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, o PUNNING • ENGINEERING • SURVEYING AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN z Thee Hegh.•IMee,CA92618 iH:(9a9)M-1010•FX:(9a)M5 759 N m'? CHECKED BY: OF 01/18 AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN of 36 z m UNDER THE SUPERVISION OF: No.ae77e m RECOMMENDED BY: N76°00'34'W EPOCH 2011.00) SHEETS `� slsna EXP.09-3o-,a A RAILROAD CANYON ROAD BRAD FAGRELL, RCE No. 43920 DATE '`I1� sr v SCALE: AS SHOWN FILE NO. CITY ENGINEER 9rF clvl� oe� FROM GRAPE ST. TO CANYON HILLS ROAD o CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE aFcnLIF DATE: STREET SECTIONS 16 �3 PLOTTED BY: Oscar Hermosillo DATE: Oct. 01, 2019 08:16:25 AM FILE: F:\1020\Engineering\OA_Project\Imp_Street\SHT03A.dwg EX. CATCH BASIN A D U Z STA. PER PLAN ~ Q a CATCH BASIN LID REINFORCING PER° a ITY OF LAKE ELSINORE O. 302 (#4 BARS ® 6" O.C. BOTH WAYS) D 4 EX. LOCAL DEPRESSION (VARIES) STD. N d O a 4' w ° ° w 337) ,4,- 414IN' 1-1/2"MIN. CLEAR(TYP.) C "03 0.5' ;� o (TYP. -°- TYP.) U o 0 ° ( ) S EX. AC/AB PAVEMENT D H = a- (SEE BE REMOVED AND REPLACED B (SEE SHEETS 22, 23 & 24 PAVEMENT a ° ° ° - Q °- w REHABILITATION PLANS) ° WIDTH ¢I '� a d EX. 6" C&G EPDXY MIN. •k, PROTECT IN PLACE ° SH a ° PROTECT IN PLACE ° SAWCUT EXISTING CATCH BASIN HUNSAKER&ASSOCIATES- IRVINE, INC. 07124119 6" EP BED #4 BAR ® 6" pM e W d 0.5' RECORD DRAWING NOTE: BOTH WAYS e H ° THESE"AS-BUILY" RECORD DRAWINGS HAVE BEEN PREPARED BASED ° d ° Ia ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY THE a ° GUTTER MURROW CONSTRUCTION MANAGEMENT AND REVIEWED BY EX. GUTTER ° ° CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. ° -e ° VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD �. DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF _ EX. CATCH BASIN BOX ° EX. CATCH BASIN BOX THESE PLANS. I TO REMAIN IN PLACE TO REMAIN IN PLACE A ° o "RECORD DRAWING" (TYP.) SECTION A—A SECTION D—D a (TYP) MEDIAN CATCH BASIN DEMOLITION MEDIAN CATCH BASIN RECONSTRUCTION STA. 11+17.57 CBJJ2 (EX. W=7'), WIDEN BOTH SIDES X=3.5"TO OBTAIN W=14" STA. 32+52.30 CBJJ4(EX. W=7), WIDEN BOTH SIDES X=3.5'TO OBTAIN W=14' MEDIAN CATCH BASIN TYPICAL DEMOLITION DETAIL STA. 66+OE95 CBJJ9(EX. W=12), WIDEN E'LY SIDE X=2'TO OBTAIN W=14' N.T.S. � Z LEGEND(LIMITS AS SHOWN) RECONSTRUCTION NOTES JOIN EX. AC/AB PAVEMENT 8 C ® CONCRETE REMOVAL OA REMOVE AND REPLACE EX. PAVEMENT(PER SHEETS 22 THROUGH 24 HEREIN) C a_ CAL J (VARIES) OE AC/AB CONSTRUCTION OB REMOVE EXISTING PCC LOCAL DEPRESSION 4' DEPRESSION VARIES (2% MIN.)= © SAWCUT&REMOVE EXISTING 6"CONCRETE CURB AND GUTTER " MPX. 2% MIN �51TIpl�GF 2 OD REMOVE TOP PORTION OF EX. CONCRETE CATCH BASIN PER DETAIL A-A HEREON 0.5' •o , GL 6,,RP 0 10 O OE CONSTRUCT FULL 5-112"AC OVER 6"MIN.AB PAVEMENT TO THE BOTTOM OF DISTURBED PAVEMENT SECTION. o Agog 6 G( 0.5'THICK PCC F CONSTRUCT LOCAL DEPRESSION FOR CATCH BASIN PER SECTION B-B, OBLIQUE VIEW HEREON AND LOCAL DEPRESSION DETAILS ON SHEET 11 z EX. AC/AB PAVEMENT FIG ITT p Z b O a PROTECT IN PLACE ��� � 5 O © CONSTRUCT CATCH BASIN PER SECTION DETAILS HEREON, MODIFIED CITY OF LAKE ELSINORE F E 51� 5 PERMS O STD. N0. 302,AND LOCAL DEPRESSION DETAILS ON SHEET 11. H Wa BP PIA OH INSTALL JJ4 BARS AT 6"O.C. BOTH WAYS. I)P. ° GPTGER DRILL AND EPDXY MIN. 0.5' PRID,�I P ePsl(J 6" EMBED #4 BAR ® 6" ,(API IAA O Z Z BOTH WAYS k wkz c~n O EX. CATCH BASIN B C zo PORTION TO REMAINEX CATCH O o O o BASIN TO REMAIN IIN PLACE Gj ,/o� /S•�'� 6 U •x U �� / O // / PERPiRu"CATCH BASIN SECTION B—B a 2% STA. PER PLAN TSEEcnoN D-o N RE N a MEDIAN CATCH BASIN RECONSTRUCTION 6 KMIN. 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Cdl2 w WOMp DUy6In/•nvae w� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3^ MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT Al DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVE THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET ®HUNSAKER &ASSOCIATES gOFEssla a AS-BUILT CHANGES SHOWN PER PLAN. RH 07124119 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C E�eOON cR N'9< DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, o PUNNING • ENGINEERING • SURVEYING .� °�Fy AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN COPS"ECES" STREET WIDENING PLAN z Theo Hugh•IMne,U92618 iH:1949J 583-1010•FX:1949J 583-0]59 m? 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DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GP/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 4A ®HUNSAKER &ASSOCIATES ROFEssla a AS-BUILT CHANGES SHOWN PER PLAN. RH 07124119 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C E�eooN cR N' DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, o PUNNING • ENGINEERING • SURVEYING .� 9�Fy AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN ¢ Thee Hegh.•IM.'CA92618 i:19{91 5 831 81 8•FX:1949)M8 59 m'? 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DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 4g ®HUNSAKER &ASSOCIATES goFEssla a 1 AS-BUILT CHANGES SHOWN PER PLAN. RH 07/24/19 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C E�eooN cR N'9< DESIGNED BY- SS 01/18 PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, o PUNNING • ENGINEERING • SURVEYING .� 9�Fy AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN z w} /� Thee Hu*m•1wim,CA92618 iH:(%91 5 85-1 01 0•FX:I949J M8 59 m'? 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DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET ®HUNSAKER &ASSOCIATES goFEss" �a AS-BUILT CHANGES SHOWN PER PLAN. RH 07/24/19 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C E�eooN cR N'9< DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, o PUNNING • ENGINEERING • SURVEYING .� 9p Fy AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS°ECFS' STREET WIDENING' PLAN z` Thea HugMs•IMne,U92618 iH:19 491 5 83-1 01 0•FX:1949J 583-0]59 m'? 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MORROW CONSTRUCTION MANAGEMENT AND REVIEWED BY 55' 55' N'LY SILY CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. 11.75Y 43.25Y 42.75' 12.25' VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD 3.75f 8f 37.251± 11.25f 37.5011 5' 3' 4.25' I DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF 6`t 28.50' 14.25' I I THESE PLANS. I 0' 5.25 f 55, 55, EX. 2:1 SLOPE 1 (2,07) I 12.50f 42.50f VARIES: 43.25'-42.75' VARIES: 11.75'-12.25' Z.,-_- I4.50 t 8 f 37Y 11.75Y 37Y 5' 3' 5.75'1 (� 5.50f 625f 28.50' 14,75' I o "RECORD DRAWING" 1 n (6°9j) 1 EX. 8" C&G � I 7 PROTECT IN PLACE EX. SIDEWALK (609 a o _ - cai PROTECT IN PLACE _ J a EX. 3/4:1 SLOPE _ (209at a EX 3/4:1 SLOPE EX. AC/AB PAVEMENT .0 2�-p% I EX. 2:1 SLOPE (209) (27�% ) - ---��-- 2 p% 2.0% 1 EX. 6"MEDIAN C&GA PROTECT IN PLACE JOIN EX FG \mL EX. 6"MEDIAN CURB 20 1 EX. SIDEWALK 1 JOIN EX. FG EX PROTECT IN PLACE 21 PR. 3'V-DITCH PROTECT IN PLACE-) 20 EX.AC/AB PAVEMENT EX.AC/AB PAVEMENT 21 PR. FG . 8" C&G EX. 6"MEDIAN CURB PR. 3'V-DITCH PROTECT IN PLACEJ EX.AC/AB PAVEMENT PROTECT IN PLACE PR FG SEE SHEET 22 - PAVEMENT REHABILITATION PLAN SEE SHEET 22-PAVEMENT REHABILITATION PLAN RAILROAD CANYON ROAD-STREET SECTION 1-1 RAILROAD CANYON ROAD-STREET SECTION 2-2 FROM STREET STATION 8+76.61 TO 12+45.72 (PUBLIC) FROM STREET STATION 12+45.72 TO 17+98.69 NOT TO SCALE NOT NOT TO SCALE PR. PR. PR. PR. N'LY S'T Y N'LY S'LY P1w P1w RAW RAW VARIES: 110'-102' 1 0' VARIES:55'-53' VARIES:55'-49' I 55' 55' VARIES: 12.50-12.25' VARIES: 42.50'-40.75' VARIES. 43.25'-41.25' VARIES. 11.75'-7.75' 12.50' 42.50' 43.25' 11.75' VARIES 1 4 4'_N17'k 37t 11.75t 371± 5' 3' 3.751 VARIES 4'-375' I 4' 4.5' 37Y 11.75t TO 7.75f 37Y 5' 3' I VARIES:3.75'RT TO 0.5'LT 5.50 t 28.50' 14.75' VARIES:5.50 t TO 3.25 t VARIES.,28.50'-26. VARIES., 14.75'-15.25' 4' 1 15.50' 27' 6.25Y I 1 VARIES: 15.50'-13,75' 27' VARIES: 6.25f TO 4.25f I I I I 7 I CHAIN LINK �w �w PR. TOP 0 o PR. TOP o 0 JOIN EX. FG 209 a (2 pq{) r`--- (209,t) a EX. 3/4:1 SLOPE JOIN EX. FG a p.p%t) EX 3/4:1 SLOPE 2.D% 2Dq (r yJ 2.%t ----- 209f I I 2.% ----- zo9t 2f0 EX. 2:1 SLOPE, I EX 2:1 SLOPE�� I 23 PR. FG 1 1 JOIN EX. FG PR. FG 1 1 JOIN EX EG 21 20 EX. 6" MEDIAN CURB AC/AB PAVEMENT 20 21 PR. 3'V-DITCH 21 20 EX. 6"MEDIAN CURB 20 21 PR. 3' V-DITCH EX EX. AC/AB PAVEMENT PROTECT IN PLACE EX.AC/AB PAVEMENT PROTECT IN PLACE EX.AC/AB PAVEMENT PR. FG PR. FG SEE SHEET 22 - PAVEMENT REHABILITATION PLAN SEE SHEET 22 - PAVEMENT REHABILITATION PLAN RAILROAD CANYON ROAD-STREET SECTION 3-3 RAILROAD CANYON ROAD-STREET SECTION 4-4 FROM STREET STATION 17+98.69 TO 20+00.00 FROM STREET STATION 20+00.00 TO 27+47.72 (PUBLIC) (PUBLIC) NOT TO SCALE NOT TO SCALE PR. PR. N'LY SLY PR. PR. RAN RAN N'LY S'LY 102' 53' 1 49' VARIES: 12.25'-10.75' 1 VARIES.,40.75'-42.25' VARIES.,4 L25'-4025' 1 VARIES: 7.75'-8.75' 1 VARIES: 1021-110' 1 II I VARIES:53'-57' VARIES.. 49'-53' VARIES:3.75'-2.25' 4' 4.5' 36.25f 7.75f 37.25f 5' 3' VARIES., 10.75'-9.36' VARIES: 42.25'-47.64' VARIES: 40.25'-42.25' VARIES:8.75-10.75' 4.25' VARIES. 25'-26' VARIES: 16.25'-15.25' 4' 1 VARIES 1 I VARIES: 13.75-15.25' 27' .50' �w I VARIES:2.25'-0.86' I 4' 4.5' VARIES: 36.25't TO 41.25Y 7.75Y TO 11.75f 37.25't 5' 3' I VARIES:0.75'-3' 1 w- CHAIN LINK a� VARIES.4.25Y TO 6.50Y VARIES:25'-27' VARIES: 14.50'-15.25' VARIES: 15.25'-19.64' VARIES:27'-28' VARIES:3.50f TO 5.25f 1 09" * 4 EX. 3/4:1 SLOPE I 1 JOIN EX. FG I (T�)* - �w PR. TOP 20 21 JOIN EX FG 1 209 a (2.0%f) `r T`-_- (209,t)- a �i PR. TOP I ao 7.0�•t)* PR. 3' V-DITCH 2,OXd - 2.09t 2f0% I "-EX. 2:1 SLOPE o (- EX.AC/AB PAVEMENT pR. FG EX. 2:1 SLOPE�� I a JOIN EX. FG 2 09" a * EX. 6"MEDIAN C&G Oak ,\ l; PROTECT IN PLACE **& 1 JOIN EX. FG EX 2:1 SLOPE�� s EX. 6"MEDIAN CURB PR. FG 20 21 23 PROTECT IN PLACE *21 20 EX. AC/AB PAVEMENT PROTECT IN EX.AC/AB PAVEMENT PR. 3' V-DITCH PR. FG pR. Fc 1 EX AC/AB PAVEMENT STREET CONSTRUCTION NOTES: 21 pp SEE SHEET 23 - PAVEMENT REHABILITATION PLAN 20 CONST U T "' C E LIFT 0 RNA IV. S R CTURA S C 0 T B RI IE BY SEE SHEET 22&23- PAVEMENT REHABILITATION PLAN 01 ROJECT SOILS ENGINEER DURING GRADING AND WITH APPROVAL OF THE CITY ENGINEE *NOTE.'STREET ENDS FULL SUPERELEVATION AT STA. 34+46.13 *NOTE..NTY CURB CONSTRUCTION ENDS AT STA. 38+58.45 21 CONSTRUCT 8 TYPE $ INTEGRAL CURB&GUTTER PER CITY OF LAKE ELSINORE **NOTE.' N'LY PKWY CONSTRUCTION ENDS AT STA. 38+67.43 STD. PLAN N0. 201. RAILROAD CANYON ROAD-STREET SECTION 5-5 RAILROAD CANYON ROAD-STREET SECTION 6-6 23 CONSTRUCT 4"'PCC SIDEWALK(WIDTH=4)PER CITY OF LAKE ELSINORE STD. N0.210. 28 COLD PLANE(MILL)2""MIN. LIMIT AS SHOWN ON PLAN(W=5'MIN.)EX. FROM STREET STA710N 27+4772 TO 36+46.09 FROM STREET STATION 36+46.09 TO 39+00.00 a$ (PUBLIC) (PUBLIC) PAVEMENT& CONSTRUCT VARIABLE THICKNESS ARHM OVERLAY(2' � NOTE SEE SHEET 22-27 FOR PAVEMENT REHABILITATION 35 INSTALL 5'HIGH CHAIN LINK FENCE PER CITY OF LAKE ELSINORE SID PLAN z NOT TO SCALE NOT TO SCALE NO 604A&604B. w THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3^ MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET ®HUNSAKER &ASSOCIATES goFEssla �86 1 AS-BUILT CHANGES SHOWN PER PLAN. RH 07/24/19 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C E�eooN cR N' DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, o C'3 PUNNING • ENGINEERING • SURVEYING .�0 9�F2 AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN z Q /S Theo Hugh.•IM.,CA92618 i:19 491 5 85-1 01 0•Fx:(9 )M8 59 m'? CHECKED BY: OF 01/18 AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN OF �6 z m �j/,/-w_'N/ 9/6/18 UNDER THE SUPERVISION OF: Ex NO. 91181a A RECOMMENDED BY: N76°00'34"W(EPOCH 2011.00) SHEETS 30- BRAD FAGRELL, RCE No. 43920 DATE sr v SCALE: AS SHOWN RAILROAD CANYON ROAD FILE NO. CI ENGINEER �G��F "'e clvl oe FROM GRAPE ST. TO CANYON HILLS ROAD 21 CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE aFcnLIF DATE: STREET SECTIONS il�si PLOTTED BY: Oscar Hermosillo DATE: Oct. 01, 2019 08:20:36 AM FILE: F:\1020\Engineering\OA_Project\Imp_Street\SHT09.dwg PR. PR. PR. PR. N'LY S'LY N'LY SLY RhV RhV RIN RIN I I VARIES: 1101-102' VARIES: 110'-116' I I VARIES: 57'-53' VARIES.53'-49' 1 VARIES 57'-58' VARIES.,53-58' �14 VARIES:42.25'-40' VARIES: 43.50'-41.5' VARIES: 9.50'-7.5' 9.25't 47.75 t VARIES: 42.25'-43.50' VARIES: 10.75'-14.5' VARIES VARIES 1 4' VARIE 41Y VARIES: 12t TO 3.25t 37Y 5' 3' I VARIES: L5'-6.5' VARIES: 6.25'-4.5' ' 4.5' 37Y 1.50t TO 7.50'4 37.25Y 5' 3' I VARIES: 1.50'RT TO 0.50'LT 6.75f VARIES:28'-29' VARIES: 14.25'-14.5' I VARIES:5.25t TO 3Y VARIES:29-27' 14.50, VARIES:5.25Y RT TO 3.5Y LT 1 VARIES: 14.25'-14' VARIES 28-26' VARIES: 6t TO 4.50t I I I I I I I I PR. TOP rr- (209, (2.0%% ) `-- (209ei- a JOIN EX. FG a (2.0%f) EX. 2:1 SLOPE ^ ---_-�--1 2.0% I �EX. 2:1 SLOPE 1 209, ---_��_- 2.0% 1 �EX. 2:1 SLOPE EX, 2:1 SLOPE 1 i 23 EX. SIDEWALK JOIN EX. FG PROTECT IN PLACE 20 JOIN EX. FG PR. FG EX. E MEDIAN CURB 21 PR. FG 10 EX.AC/AB PAVEMENT PROTECT IN PLACE B 20 21 PR. FG EX. 8" C&G EX AC/AB PAVEMENT PROTECT IN PLACE EX.AC/AB PAVEMENT PR. 3'V-DITCH 21 EX. AC/AB PAVEMENT PR. 3'V-DITCH PROTECT IN PLACE SEE SHEET 23&24 -PAVEMENT REHABILITATION PLAN SEE SHEET 24 - PAVEMENT REHABILITATION PLAN RAILROAD CANYON ROAD-STREET SECTION 7-7 RAILROAD CANYON ROAD-STREET SECTION 8-8 HUNSAKER&ASSOCIATES- IRVINE, INC. 07124119 Di FROM STREET STATION 39+00.00 TO 53+04.74 FROM STREET STATION 53+04.74 TO 59+15.18 RECORD DRAWING NOTE.: (PUBLIC) (PUBLIC) THESE"AS-BUILT'RECORD DRAWINGS HAVE BEEN PREPARED BASED NOT TO SCALE NOT TO SCALE ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY THE MURROW CONSTRUCTION MANAGEMENT AND REVIEWED BY PR. PR CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. NTY SLY VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD RIN p1w DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF THESE PLANS. I I PR. PR. 1 102' N'LY S'LY 53, 49' RlW RIN VA 13'- .78' VARIES:40-40.22' 41.50' 7.50' „RECORD DRA W/NG�� VARIE:4.5'-4.28' 4' 4. 36.75`t 7.50't 37.25t 5' 3'I I I 3.25f 26,50' 15, 4' I 102' 53' 49' 1 VARIES., 14'-14.22' 26' 4.25t W J CHAIN LINK a 1 13' 40' 41.50' 7.50' 4.5' 4' 4rN 37t 7.50Y 37Y 5' 3'1 2�07 EX. 3/4:1 SLOPE 3Y 1 27' 14.50' 4' .0 1 14, 26' 4.503 JOIN EX. FG (3�) - '-1 ' CHAIN LINK I j / W r` 20 21 PR. TOP I a` - a I PR. TOP I a o 3 p�,t) J' -- PR. 3' V-DITCH JOIN EX . TOP a rF 10 EX. AC/AB PAVEMENT PR. FG 209 (21 D�'t) _-- (2 D0 ) 2.0% I EX. 3/4:1 SLOPE JOIN EX. FG 209, EX. 2:1 SLOPE�� I _ 1 -- I EX. 2:1 SLOPE �I� (3 T I� EX. E MEDIAN CE �� r PROTECT IN PLACE �\ 23 23 V � 1 EX, 6"MEDIAN CURB PR. FG 1 PR. FG PROTECT IN PLACE JOIN EX. FG 21 20 EX. 6"" MEDIAN CURB EX AC/AB PAVE EN 20 21 PR. 3'V-DITCH 21 20 EX.AC/AB PAVEMENT EX.AC/AB PAVEMENT PROTECT IN PLACE PR. FG SEE SHEET 24 - PAVEMENT REHABILITATION PLAN SEE SHEET 24&25 - PAVEMENT REHABILITATION PLAN RAILROAD CANYON ROAD-STREET SECTION 9-9 RAILROAD CANYON ROAD-STREET SECTION 10-10 FROM STREET STATION 59+15.18 TO 67+23.73 FROM STREET STATION 67+23.73 TO 71+94.62 (PUBLIC) (PUBLIC) NOT TO SCALE NOT TO SCALE PR. PR. PR. PR. N'LY S'LY N'LY S'LY VARIES: 102'-122' VARIES:53'-61' VARIES: 49-61' 1 I 722' VARIES: 12.78'-12' VARIES: 40.22-49' VARIES:41.50'-50' VARIES: 7.50'-1V 61, 61, VARIES 1 49' 50, 11' VARIES: 4.28'-3.5' 1 4' 4.5' VARIES:36.25`± TO 41.25`t 7.50t TO 13.50t VARIES:37.25f TO 42.75f 5' 3' 1 VARIES: 0.50'LT TO 3'RT 3.5' 4' 42.75f 13.50f 42.753 5' 3' 3'1 1 VARIES. 26 3.25 TO6 VARIES..25f VARIES: A IES2:26'-29.81' VARIES: 15.50'-20.19' 7.25t I I 1 19' 30' 6.25'1 VARIES:29.81'-31' VARIES:20.19'-19' VARIES 1422'-19' I I I I I I I I PR. TOP o� (2.0%t) rf T _- (20�,t) a { PR. TOP .}- JOIN EX FG I a ---- L T T --- ao /� 209 JOIN EX. FG I a (2.0-%±) `- (209°f) '"'a �V `EX. 3/4:1 SLOPE EX. 2:1 SLOPE EX 2:1 SLOPE 2.07 -- Z�0-% EX. 2:1 SLOPE-,,\�, 123 1 23 1 1 JOIN EX. FG 1 PR. FG PR. FG 20 1 21 JOIN EX. FG 20 EX. 6'" MEDIAN CURB EX. 6"MEDIAN C&G EX. AC/AB PAVEMENT 21 pR. 3' V-DITCH 21 20 EX. 6'" MEDIAN CURB EX. AC/AB PAVEMENT 20 PR. FG PR. 3'V-DITCH 21 EX. AC/AB PAVEMENT PROTECT IN PLACE PROTECT IN PLACE PR. FG EX. AC/AB PAVEMENT PROTECT IN PLACE O I SEE SHEET 25 - PAVEMENT REHABILITATION PLAN SEE SHEET 25-27- PAVEMENT REHABILITATION PLAN 20 1 CONSTRUCT 8 AC DEEP LIFT OVER NATIVE STRUCTURAL SECTION TO BE VERIFIED B PROJECT SOILS ENGINEER DURING GRADING AND WITH APPROVAL OF THE CITY RAILROAD CANYON ROAD-STREET SECTION 11-I I RAILROAD CANYON ROAD-STREET SECTION 12-12 21 NGINEER G STD. PLAN N0. 201. FROM STREET STATION 71+94.62 TO 76+04.62 FROM STREET STATION 76+04.62 TO 80+00.00 23 CONSTRUCT 4"PCC SIDEWALK(WIDTH=4)PER CITY OF LAKE ELSINORE STD. NO.210. (PUBLIC) (PUBLIC) 28 COLD PLANE(MILL)2-MIN. LIMIT AS SHOWN ON PLAN(W=5'MIN.)EX. o NOT TO SCALE NOT TO SCALE PAVEMENT&CONSTRUCT VARIABLE THICKNESS ARHM OVERLAY(2"MIN.) a NOTE SEE SHEET 22-27 FOR PAVEMENT REHABILITATION INSTALL 5'HIGH CHAIN LINK FENCE PER CITY OF LAKE ELSINORE STD PLAN 3 NO. 604A& 604B. w m THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3^ MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 9A ®HUNSA1. . &ASSOCIATES goFEssra �a 1 AS-BUILT CHANGES SHOWN PER PLAN. RH 07/24/19 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C E�eooN cR N9< DESIGNED Bv: SS 01/18 PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, o _^ PUNNING • ENGINEERING • SURVEYING .� 9�Fy AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS°ECFS'" STREET WIDENING' PLAN 36 z ,p p �_-�+_(/�/ Thee Hu#m•IMm,CA92618 iH:(%9)5 85-1 01 0•FX:1949J 583-0]59 m? CHECKED BY: OF 01/18 AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN of zm ,O�oldt UNDER THE SUPERVISION OF: No.49118 m RECOMMENDED BY: N76°00'34"W EPOCH 2011.00) SHEETS sTsn6 K EXP.09-30-18 A RAILROAD CANYON ROAD BRAD FAGRELL, RCE No. 43920 DATE i IGI�p sr v SCALE: AS SHOWN FILE NO. CITY ENGINEER _ 9rF clvll oe� FROM GRAPE ST. TO CANYON HILLS ROAD o CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE aFCAL1F DATE: STREET SECTIONS �3 PLOTTED BY: Oscar Hermosillo DATE: Oct. 01, 2019 08:20:41 AM FILE: F:\1020\Engineering\OA-Project\Imp_Street\SHT09A.dwg EX. ROAD TRAVELWAY PR. NEW LANE AC AB VARIES CONSTRUCT PER PLAN EX. 6"MEDIAN 2"MIN. COLD MILL PAVEMENT(TYP.) CURB WITH 2"MIN AC OVERLAY EX. FG---, � ao �Gi EX.ACCIAB (2��•t) ~a 2.0Z I p`0% '� \-EX. 2:1 SLOPE PAVEMENT JOIN EX. FG PLACE PAVING MAT INTERLAYER AT PR. 3' V-DITCH BASE OF PAVEMENT QDLD MILLING: PR. FG IMPROVING LOCAL ROADS ONE MILE AT A TIME PAVING MAT MATERIAL SHALL BE PR. 8" CURB CLASSPAVE50 (TENSAR/STGOBAIN) &GUTTER OR APPROVED EQUAL yTYPICAL PAVEMENT COLD MILL DETAIL CITY OF LAKE ELSINORE NTS RAILROAD CANYON ROAD B 5"PERPS 170 N B STREET WIDENING/PAVEMENTJ ---_ ° --- REHABILITATION IMPROVEMENTS a EX. 6" CURB ' 5'TRANSITION it •)J♦ EX. 6 CURB ° ° a CURB PER PLAN PR. 8'"CURB Mayor: Council Members: V a ° ° PR. 8" e m Natasha Johnson Daryl Hickman ---- a Mayor Pro-Tem• Bob Magee � GUTTER EDGE 4 D rr ——— ———— Steve Manos Brian Tindall' PLAN VIEW SECTION'B-B' www.lake-elsinore.org 22 CURB TRANSITION DETAIL NTS n IMPROVEMENT PROJECT CONSTRUCTION SIGN HUNSAKER&ASSOCIATES- IRVINE, INC. 07/24/19 N.T.S. RECORD DRAWING NOTE: 0 THESE"AS-BUILT"RECORD DRAWINGS HAVE BEEN PREPARED BASED ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY THE MURROW CONSTRUCTION MANAGEMENT AND REVIEWED BY 18"SAFETY COVER PLATE CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. 1g'x HEIGHT OF CURB WITH TORSION HINGE o SAFETY COVER PLATE VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD 316 x 231e'STAINLESS DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF STEEL BOLT-2 PLATES THESE PLANS. AT RIGHT(FOR HANDLE) SAFETY CHAIN A R �21le ' /�> o "RECORD DRAWING" EXIST. MANHOLE " e PCCQ�, T� IL"x 1316,x 51C LC +1516 RING&COVER s- CURB II -" (ADJUST TO �= - g.,x 1116'FB x 4"LC i EXISTING PAVEMENT NEW PAVEMENT GRADE) DROP HANDLE CURB AND GUTTER VARIES 1 5'OF VARIABLE DEPTH COLD PLANE MIN. EXISTING EDGE AND OVERLAY OF PAVEMENT 8"AC TOP OF CURB * +6515' ` (ELEV. PER PROFILE) *+29" P.C.C.CURB STEEL CURB PLATE P.C.C. CURB 0.10'MIN } • STEEL MANHOLE LID * PR. FS LEAVE EXIST.ITASE COVER FRAME EXIST.GROUND PR.A.C. PVMT. PR. NEW RINGS / A A �/�/�/�/�. /� A \/�/�/�/�j (UPON APPROVAL \/\/\ /�.�l�l�/i�/�/� �l��l�/i�/�/� OF INSPECTOR) f;rVAILT ER EXIST. RINGS /\\/\//\//< \/\\/\\\\ NOTE AC PG 64-10 (SEE STREET IMPOVEMENT PLANCURE) E —— — //\\//\\%/\\%/�\\\\\/\\�\\\�\\�/\\ PAVEMENT SECTION SUBGRADE(95%MIN.RELATIVE COMPACTION TO 1.0-Ff MIN.DEPTH) SAWCUT AND JOIN DETAIL ————— �1x\/i\/i/i//i\/i\\i\\�' 20 2 N.T.S. COVER III //\\// %/�\\/ NITS EXIST. DEMOLITION NOTES: * \ e VAULT MH e /Ill\\\/\\/\�i �I //\ \\� Z�SAWCUT&REMOVE EXISTING AC PAVEMENT DETAIL'D' SECTION'A-A' DIMENSIONS ARE DEPENDENT T T O S / N T : ON APPLICATION 20 CONSTRUCT 8"AC DEEP LIFT OVER NATIVE. STRUCTURAL SECTION TO BE VERIFIED BY PROJEC 501 S ENGINEER DURING GRADING AND WITH APPROVAL OF THE CITY ENGINEER. TF CON U C B A 171 M B P D IL N E H EOADJUST EXISTING TELEPHONE MANHOLE TO GRADE AND CONSTRUCT FALSE CURB NOTE: ALL ITEMS SHOWN ARE AS SPECIFIED, OR APPROVED EQUAL MANHOLE COVER PER DETAIL HEREON. NOTE: CONTRACTOR TO PROVIDE SHOP DRAWINGS TO UTILITY INSPECTOR PRIOR TO ORDERING MATERIAL FALSE CURB MANHOLE COVER PAVEMENT REHABILITATION CONSTRUCTION NOTES:12v 91 COLD MILL EXISTING PAVEMENT(2"MIN.)&INSTALL GLASPAVE MATTING OR u o �J NTS APPROVED EQUAL WITH(2"MIN.)AC OVERLAY,;SEE DETAIL HEREON. Cal l FW fti 1p Days In Ad- MARK REVISIONS APPR. DATE z wm THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY OF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 10 �o ®HUNSAKER & ASSOCIATES oFEssl 1 AS-BUILT CHANGES SHOWN PER PLAN. RH 07/24/19 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V t N E I N C E�eooN 'o e DESIGNED BY: SS pi/1g PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, o PLANNING, I. ENGINEERING SURVEYING �� 9�Fy AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN COPS"ECFS" STREET WIDENING PLAINT -V n Thee Hughes•Ind-,CA92618":(949)M-1010-R 19491`+✓D-0]59 E4 m? CHECKED BY: OF 01/18 AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING 3 6 �? ~j/•LQ�fJ//. 9�6��8 UNDER THE SUPERVISION OF- ExP�oe 93o81s RECOMMENDED BY: N76TO'34"W(EPOCH 2011.00) & PAVEMENT REHABILITATION PLAN OF SHEETS ;m s SCALE: AS SHOWN RAILROAD CANYON ROAD FILE No. BRAD ENGINEER RCE No. 43920 DATE �G��p 9 orv1� a` FROM GRAPE ST. TO CANYON HILLS ROAD CITY ENGINEER - TfaF aALIFpe o� CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE: CONSTRUCTION DETAILS3 PLOTTED BY: Oscar Hermosillo DATE: Oct. 01, 2019 10:34:59 AM FILE: F:\1020\Engineering\OA_Project\Imp-Street\SHT10.dwg BE 30"BE 6"RW 6"RW L J L- _J --- �rnh�N omrn0^V � b � O m PR R W oo�'o^o / " N II II Nay hy�y� 6"R N 3 3 +�c�i NHnOH 6 -- ti- �� ^�v�W NN NN N ^^ a PR. R/W ro NN IU0 ''n hm p^^ n0 mU VVO OV� I� O A ^ OH S m N^ ^NN +;;ry Q U U U U _ - - 0 LOCAL DEPRESSION DETAIL NO. 1 n MEDIAN LOCAL DEPRESSION DETAIL NO. 2 n LOCAL DEPRESSION DETAIL NO. 3 n MEDIAN LOCAL DEPRESSION DETAIL NO. 4 SCALE: 1"=10' SCALE: 1"=10' SCALE: 1"=10' SCALE: 1"=10' a -- h�JV,UJ =Jr N OONOOi + NOa,N PR. R/W PR. R/W NN NN n -- NN -- - 3 - --- PR. R/W U� U� PR. R/W U Co� �� N 11 Oo�^`6'1^O Oa�oj^�Oi RI }mU 6OioJ d'a�oj +^O+^O +^O+^^ +00+00 +00+00 OHE 0 E I I T T LOCAL DEPRESSION DETAIL NO. 5 LOCAL DEPRESSION DETAIL NO. 6 LOCAL DEPRESSION DETAIL NO. 7 n LOCAL DEPRESSION DETAIL NO. 8 SCALE: 1"=10' SCALE: 1"=10' -LE. I =10' -LE: 1' 0]U " N J NUJOU N my.�. .N ._+I 'n �h Z? IN oZ`� RAW �Vrjb^'J� boi3 =2 �C .-- AF— — N -- -- N PR. R/W 3 L' PR. R/W ,i -- _ ___ �_-- _ _—__— �V� nO "'�by 'n 0] cp ui cp^� ^m R]^o�gjI N +vv V +U +Ov +Vv +U +vv+vv "!o�oi�rnN +U WbIg b MEDIAN LOCAL DEPRESSION DETAIL NO. 9 n LOCAL DEPRESSION DETAIL NO. 10 n LOCAL DEPRESSION DETAIL NO. 1 1 A & 1 1 B n LOCAL DEPRESSION DETAIL NO. 12 SCALE: 1"=10' SCALE: 1"=10' SCALE: 1"=10' SCALE: 1"=10' HUNSAKER&ASSOCIATES - IRVINE, INC. 07124119 Al RECORD DRAWING NOTE: THESE"AS-BUILT'RECORD DRAWINGS HAVE BEEN PREPARED BASED ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY THE MURROW CONSTRUCTION MANAGEMENT AND REVIEWED BY CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD STREET CONSTRUCTION NOTES: DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF p5 CONSTRUCT LOCAL DEPRESSION FOR CATCH BASIN PER MODIFIED COUNTY THESE PLANS. OF RIVERSIDE STD. PLAN NO. 311, CASE "C"AND PER DETAIL HEREON. lvwl o "RECORD DRAWING" a lD"In 0 0 0 Cdl2 wMp WO DT/e In Ptl� w� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3^ MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVE THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 11 ®HUNSAKER &ASSOCIATES ROFEssl, �a AS-BUILT CHANGES SHOWN PER PLAN. RH 07/24/79 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E , I N C . E�eOON 0,,N'9< DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, o PUNNING • ENGINEERING • SURVEYING .� 9�Fy AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN 36 z Thee HugMs•IMne,U92618 iH:19491 gg3-1010•FX:1949J 58341]59 m'? CHECKED BY: DF 01/18 AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN OF z m .(/Jti/•yp�(j// UNDER THE SUPERVISION OF: No.49118 m RECOMMENDED BY: N76°00'34"W EPOCH 2011.00) SHEEfS sis/,a K EXP.09-30-16 A RAILROAD CANYON ROAD BRAD FAGRELL, RCE No. 43920 DATE I v SCALE: AS SHOWN FILE NO. CI ENGINEER -. , clvl� Oe� FROM GRAPE ST. 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' A. -`_�_���� �� �,• �:�III �7A�-.�1'i. —'ram., iii � •'e e \i��' • Off i i �i � ,, �\—� it � ..�®_Lm_ , ► �i. �\\ � � /.. . . : e — / • • • • .• FArd ,Gzi .• a _e -e :=. . ®� -- I 1 , • . e e ee , e ee • HUNSAKER&ASSOCIATES- IRVINE, INC. 07124119 Al RECORD DRAWING NOTE: THESE"AS-BUILY' RECORD DRAWINGS HAVE BEEN PREPARED BASED ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY THE MORROW CONSTRUCTION MANAGEMENT AND REVIEWED BY CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD "Of F N Y C R ESE DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF x Z o "RECORD DRAWING" * .05 o~ 2 % tf- U a c: ti - nP%13 iz3.0'i I m o o in o *~ N 0 4° .9 m m o o o'n N °? 3. 8° 2+1 7157, 6 7 ° ^� ,0 2.6% 2,207, .2 2. PROFILE SCALES HORIZ: i"=40' 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 CURVE&LINE DATA BEARING/DELTA RADIUS LENGTH TANGENT ��J e J EX. OHE&OLA 22 N 47°70'50"E = 212.68' = TOTAL ��J lr r r r �� rp -,zs �' PROTECT IN PLAC / `\ j/>z'e ' ^� rrr Cr Or �\r r L�1VDRr 23 N 48°3759"E 598.36' TOTAL lJ 2 �— ���- EX. UDG. TELEPHONE / PROTECT IN PLACE ,n�c•, z m 2a N 49°OS'03"E 253.92' TOTAL ro v''i- PR. SLOPE ESM'T I N: J 25 N 48°3T59"E 334.61' f EX. 6" 24S O z�m o• -o o��.�_ / J EX. 4'PCC WALK —j z9 —————— _— _—__ 26 29°06'59" 1266.62' 643.6T 328.94' TOTAL — x EX. SCE POWER POLE EX 6"EVMWD RW I 2 62°3T01" 1300.00' 1420.73' 790.68' TOTAL „o, PROTECT IN PLACE PROTECT IN PLACE �3oe / / T E T O T TI N T S: UDG. ELECTRICAL ,ao, V EX. SCE POWER POLE EX. EC SD v,_v,�PR RAW 1 PROTECT IN PLACE , o / / 1 W 2 W o a o :-PROTECT IN PLACE PROTECT IN PLACE ,a w_w // 20 CONSTRUCT 8"'AC DEEP LIFT OVER NATIVE STRUCTURAL o, ,',!'—EX. SCE POWER POLE mo w„ 110 m > > '-- PROTECT IN PLACE 11z SECTION GRADINGURING VERIFIED BY PROJECT SOILS ENGINEER r / / rr r-ri ENGINEER. W APPROVAL T 1 AND WITH PR OF HE CITY fq TH_ A ilR'S rRr r IME HCDIST T T T '- 3�1 EX. TELEPHONE MH 21 CO E . & W 8"G EX SIDEWALK 8'G T� - PROTECT IN PLACES rEl_I_01\1SHIP Dj I_AKL RI_$11� l PER CITY OF LAKE ELSINORE STD. PLAN N0. 201. PROTECT IN PLACE 8"G s,'z° v�i T 22 CONSTRUCT CURB TRANSITION FROM 6' TO 8"PER EX. STREET LIGHT ,�,o 20 2 22 EX. 6' CURB&GUTTER `� +I 8"G •: EX. SCE POWER POLE DETAIL ON SHEET 10. JOIN EX EP PROTECT IN PLACE PROTECT IN PLACE(1YP.) PROTECT IN PLACE / 23 CONSTRUCT 4"PCC SIDEWALK WIDTH= 4)PER CITY 6"RW iz v> OF LAKE ELSINORE STD. N0. 210. CONSTRUCT LOCAL DEPRESSION FOR CATCH BASIN PER MODIFIED COUNTY OF RIVERSIDEOF RIVERSIDE STD. PLAN + �n 42+44.45 6..RW NO. 311, CASE "C"AND PER DETAIL ON SHEET 11. N EX. MEDIAN CURB 27 ADJUST TELEPHONE MANHOLE TO GRADE.0� 2p pi PR. 18 SD 25 N_H vi 2 2� ST. ¢BC PROTECT IN PLACE EX EVMWD 2"IRR METER (r� �...� _ ��, ,. _ .`�,^, .�.. �.—_ �.�.. JOIN EX. EP g.\ T IN PLACE PROTECT \ ,� h \ EX. SCE POWER P La E cp EMWD RECYCLED WATER W --_�o, —— 6„Rw PROTECT IN PLACE CONSTRUCTION NOTES: CC \ TING LOCATOR WIRE BOX PER EMWD STD 56. UEX. TRAFFIC SIGN PR. 3'V-DITCH-�- �- �,,,0.� fi,o—^ - ---- -- --- ------ W OCAT 6EXIS CATHODIC TEST STATION PER EMWD 45+24.96 ------ R 26 �` \ 62 RELOCATE EXISTING TO BE RELOCATED PER RG PLAN �'_ �W o DAYLIGHT LINE PR. 3 V-DITCH \ 8`c\ STD. DWG. B 662. PER SHEET 31 _ � m¢o w —� ,ozo PR RAW PER RG PLAN ———— „� ——� co c, c,/k 2 ADJUST EXISTING LOCATOR WIRE BOX TO GRADE. 5 min ,,,. L BOX EX. 54"EMWD RW ` 6-R „e zo =ww TRAFFIC SIGNAL PULL PROTECT IN PLACE_ W EVMWD N N�h g x_�w z $ °'v ^'^ TO BE RELOCATEDEX \ �ww za No PER SHEET 3s ro B c sicNgLR CONSTRUCTION NOTES: PROTECT IN PLACE EMWD NE P E A'EL ULL �1328�_ —————�ER SHEET CATER OX \ 71 RELOCATE EXISTING METER PER EVMWD STD. DWG. W-11. wz,o'i �-._o �o ro-.v '—� — \\36 ._� -e��c¢im c¢i� 2 \win — m PR. SLOPE ESM'T ow��o_ ww�o: <n ww —-� cn `"�'.,,z "za �.. OR) u,o 'U vRs rRR,u RIVLHSID COUN fY \\ �? �� —�� RrGONAL CONSrRVATIl AUTHORITY \ o av CHARLr S N1 MATTER LEGEND LIMITS AS SHOWN 20� 8"AC DEEP LIFT,.I 61 n 0 20 40 80 120 160 z z 4"PCC SIDEWALK a NOTE:SEE SHEET 22-27 FOR PAVEMENT REHABILITATION SCALE: 1" = 40' ? wm THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3^ MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT Al DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 15 ®HUNSAKER &ASSOCIATES goFESsIa �a AS-BUILT CHANGES SHOWN PER PLAN. RH 07124119 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C w�ep�N cR N'9< DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, o PUNNING • ENGINEERING • SURVEYING �� 9�Fy AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS°ECFS' STREET WIDENING' PLAN ¢ /� TheeHi•Ii CA92618 iH:l9{9188i1818•FX:19a91583-0J59 N m'? CHECKED BY: OF 01/18 AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN of 36 z m ,(f+I/�1Q�f]P/ UNDER THE SUPERVISION OF: No.4e77e m RECOMMENDED BY: N76°DO'34"W EPOCH 2011.00) SHEEfS sI&,9 EXP.p9-3p-,a A RAILROAD CANYON ROAD BRAD FAGRELL, RCE No. 43920 DATE IG'1� s9 Y` ?P SCALE: AS SHOWN (FROM STA. 38+00.00 TO STA. 48+00.00) FlI No. c CITY ENGINEER - - rF a 21 CALIFpO CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE: STREET IMROVEMENTS3 PLOTTED BY: Oscar Hermosillo DATE: Oct. 01, 2019 08:21:35 AM FILE: F:\1020\Engineering\OA-Project\Imp_Street\SHT15.dwg ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■'J.�iE11E�■!I�IPJfE11�ITi■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ • . , . ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■iiE�■■■i■■I\■■■r�■■■■E;#■E�■■■■EIf�E!ii� ti■E�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ /-1I-' . ... 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PROVIDED BY THE MURROW CONSTRUCTION MANAGEMENT AND REVIEWED BY ,.� p 7s ,,, CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. 0- VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD + ^h 4. 6° m DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF -- THESE PLANS. o ^ n ^^ 4 6 ro o p% P m ' I m 4�° o "RECORD DRA WIN 4. 6% n P In = E 5 o 5°� jr d roSIP- III, 1F (5' 0 o+~ 6% h 0 5.)4% FTI 348- PROFILE SCALES HORIZ: i"=40" 77+00 78+00 79+00 80+00 STREET CONSTRUCTION NOTES: \ 20 1 CONST U T "' C E LIFT 0 ER NA IV. S R CNRA S C 10 T B RI IE BY PR. SLOPE ESM'T PROJECT SOILS ENGINEER DURING GRADING AND WITH APPROVAL OF THE CITY ENGIN E r eifl\C7R1 VAI L�Y 21 CONSTRUCT 8" TYPE $ INTEGRAL CURB&GU77ER PER CI1Y OF LAKE ELSINORE CAUTION: STD. PLAN NO. 201. EX. OHE&OHC IVIUI\1CJPAL \"v\f�R DISTRICT \\� _ 22 CONSTRUCT CURB TRANSITION FROM 6'"TO 8"PER DETAIL ON SHEET 10. PR07ECT IN PLACE EX. UDG. TELEPHONE \ \ — _ 23 CONSTRUCT 4"PCC SIDEWALK(WIDTH= 4) PER CITY OF LAKE ELSINORE STD. NO. 210. PROTECT IN PLACE U8N ADJUST TELEPHONE MANHOLE TO GRADE. }< r S EX Z W3cs ADJUST EXISTING CABLE N BOX TO GRADE/ ' 36 INSTALL CITY IMPROVEMENT PROJECT CONSTUCTION SIGN PER CITY LAKE ELSINORE STD N0. 600. w u�lno i„2m�.� aae° v _EX. 6"" EUMWD RW x PROTECT IN PLACE w o' I 13;, CURVE&LINE DATA a min_EX. UDG.ELECTRICAL � �3a v '�"?�' �L,.,;3 ym—PROTE�CT IN PLACE BEARING/DELTA RADIUS LENGTH TANGENT m z o N 80°47'55" E - 411.22' - TOTAL DAYLIGHT LINE N 80°4755" E - 115 84' - TOTAL TOP usX a o_m o 2 w a a z ® N 80°47'55" E _ 1 11.22' TOTAL m �. _ ,... 08007'26" 2049.00' 290.53' 145.51' 15,09,01" 2000.00' 528.84' 265.97' EX. SIDEWALK s•'c as Z PROTECT IN PLACE_ 08007'27" 1950.00' 276.50' 138.48' a"0 ci,c;o 44 2 7 JOIN X. EP EX. 6"CURB&GUTTER a••0— PROTECT IN PLACE ,o 4 cwi, µ 6 RW 79 6.,RW 45 6"RW .y. —6,•p40 esµ RAILROAD CANYON Ex. 6" CURB&culT—ER ROAD LEGEND LIMITS AS SHOWN 77+15.84 w 1 µ V o 46 21 20 JOIN I- EP PROTECT IN PLACE ST fL BC N �' —�54—RW-,I- 22 EX. SIDEWALK N �D 8" C D EP LIFT 1 Cn 42 ).- H 5"RW PROTECT IN 30" P ACE ti m 3 'BE BE 23 4 PC SI EW K m 54"RW 30"BE — 30"BE —5 m ~... PR. 3' V—DITCH m DAYLIGHT LINE PER RG PLAN c eae R. R11I 2°�o EX. 54"EMWD RW LINE C ti+ PROTECT IN PLACE w —— °i 19-8! II L�UV EX 30r EMWD BRINE LINE — — — � PROTECT IN PLACEIJ PR. SLOPE ESM T w a ° Z U �''°`-CHr\RI_ 5 IYl k1ATTLR---- /Z/ 0 20 40 80 120 160 5� 0 NOTE:SEE SHEET 22-27 FOR PAVEMENT REHABILITATION SCALE: 1" = 40' z wm THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3^ MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVE THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 19 ®HUNSAKER &ASSOCIATES goFEsslo �a 1 AS-BUILT CHANGES SHOWN PER PLAN. RH 07124119 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C E�eooN cR N'9< DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, o PUNNING • ENGINEERING • SURVEYING AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS°ECFS" STREET WIDENING PLAN z r}i n TheeHi•Ii CA92618 iH:(%9)5 83-1 01 0•FX:(949)M8 759 N m? CHECKED BY: OF 01/18 AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN OF 36 z m ,d( UNDER THE SUPERVISION OF: No.ae77e m RECOMMENDED BY: N76°00'34"W EPOCH 2011.00) SHEEfS slsn6 EXP.09-30-,a A RAILROAD CANYON ROAD BRAD FAGRELL, RCE No. 43920 DATE IGI�� s9 c1Vl` ?P SCALE: AS SHOWN (FROM STA. 77+00.00 TO STA. 80+00.00) FILE No. CITY ENGINEER Tp OF CALIFpP R CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE: STREET IMROVEMENTS3 PLOTTED BY: Oscar Hermosillo DATE: Oct. 01, 2019 08:22:04 AM FILE: F:\1020\Engineering\OA-Project\Imp_Street\SHT19.dwg 9 9 O U� wo CITY Or LAKE ELSINORE PR. R/W —_``— rPR. SLOPE ESM'T \1 p1ACE ® o PROTECT IN MEDIAN Sl- 91 �H-v PR. SAWCUT LINE PR.AC Pq VEMENT P.9 63 N 11. R/W — \ TTE8""CURB\�� i pR /a I OOROT PROr"1rl,N, LLc H Y ROO1�L�l\4URJ OCK, ry �. m 0 STREET CONSTRUCTION NOTES: o°1 27 �O YADJUST EXISTING TELEPHONE MANHOLE TO GRADE. �_O X\ \ (b P2as9 EMWD RECYCLED WATER CONSTRUCTION NOTES: �g 63 ADJUST EXISTING VALVE BOX TO GRADE. g \ l>- F 91 EVMWD CONSTRUCTION NOTES: / �r{ y COIy1PALI t �(w 5+11.24 RAILROAD CANYON RD. ,p s, I I 74 ADJUST EXISTING VALVE TO GRADE = GRAPE STREET Sx 'Iy F 9 x LEGEND(LIMITS AS SHOWN) F� ss PAVEMENT REHABILITATION CONSTRUCTION NOTES: s1 ® coLD MILL AND OVERLAY(z"MIN.) PF�OF'98 COLD MILL EXISTING PAVEMENT(2"MIN.)&INSTALL CLASPAVE MATTING OR 92 REMOVE EXISTING 5.5"AC OVER 2.5"AB AND INSTALL 8"AC DEEP LIFT 1 D 92 REMOVE EXISTING 5.5"AC OVER 2.5"AB AND INSTALL 8 AC DEEP LIFT 1 L \ . ELSINORE VAI_I_ `l LLSNORL VALLEY CI rY OF LACE 5_ SWORE_—————— ——————NUINICIPAL 1WAT R DISTRICT— �PR. SLOPE ESM'7 — MUNICIPAL WATER IJ'IS TRIG r _ _————————————— I --�-————— ————— � _- TriE STATE OE CALEORAA � c� w - -- PR. R/W — --- ---- ------ N HUNSAKER&ASSOCIATES- IRVINE, INC. 07124119 �• " __ •• .„ •• ,_. .,,'•. + RECORD DRAWING NOTE.' cc) _ Q `R ———— _— PR. SAWCUT LINE _ PR._AC1AVEMEN7 O THESE"AS-BUILD'RECORD DRAWINGS HAVE BEEN PREPARED BASED ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY THE 1 ,N^^•�, yi 7 7 o y.i g 2 / MURROW CONSTRUCTION MANAGEMENT AND REVIEWED BY W ry u� cv N iyp_ m CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. +i h 191 20 21 22 23 241 VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD !+^ DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF P "' EX. MEDIAN _ in N g PROTECT IN PLACE �n N N (TYP. 9 ' _ THESE PLANS. O N_H�0 7yp, Lj — — r ——— PR. AC PAVEMENT N —PR. SAWCUT LINE— If P v -- -- -- -- RECORDDRAW/NG" z - _-- ^--_- --- __ __ -- - -- -------- PR. R,W----------------^ -- ------- W 9F Lll ~ ---— �o /Es7ER l RI\/ERSIr�E CauN7Y RE-IOI 1r11 COl 1SER\/r1710N AUTHORITY——_ 0 20 40 80 120 160 !,S o @QO O&&2w 2 9 0 0 WALNIART REALTY COMPANY CaII 2 Ful Wo"V Do"11 Adw ——- SCALE 1'" = 40' z wm THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3^ MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVE THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 22 �86 ®HUNSAKER &ASSOCIATES oFEssl 1 AS-BUILT CHANGES SHOWN PER PLAN. RH 07124119 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C E�eooN cR Nq< DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, o PUNNING • ENGINEERING • SURVEYING .� 9�Fy AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS°ECFS" STREET WIDENING PLAN ^ Thea Hu#m•IMm,CA92618 iH:19a91 5 85-1 01 0•FX:19a91585 59 m'? CHECKED BY: DF o,/18 AND"BILL-, eorH As PUBLISHED ON csRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN of 36 z m UNDER THE SUPERVISION OF: No.49118 RECOMMENDED BY: N76°00'34"W EPOCH 2011.00) SHEEfS 916/18 K EXP.09-30-1a A RAILROAD CANYON ROAD CBRAD FAGRELL, ITY ENGINEER RCE No. 43920 DATE _ 14117 -, c1V1` a�w SCALE: AS SHOWN (FROM STA. 5+11.24 TO STA. 28+00.00) FILE No. "^ CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE oFCALIF DATE: PAVEMENT REHABILITATION PLAN �3 PLOTTED BY: Oscar Hermosillo DATE: Oct. 01, 2019 08:22:09 AM FILE: F:\1020\Engineering\OA-Project\Imp-Street\SHT22.dwg 1 93 93 HUNSAKER&ASSOCIATES- IRVINE, INC. 07124119 Al o RECORD DRAWING NOTE. THESE""AS-BUILT"RECORD DRAWINGS HAVE BEEN PREPARED BASED ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY THE MURROW CONSTRUCTION MANAGEMENT AND REVIEWED BY CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. Y \,C CJt VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD ��� `n Z DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF y 9 Ill THESE PLANS. LS\]M VALL Y w g N]l 11IiAT R DISTRICT 9 _� ,, / W} Al "RECORD DRAWING„ ^(bX SLOPE ESM'T PR. 8" CURB O Q N PR. R/W w &GUTTER LINE -A//• � s3 �/ P \ PR.AC Pgl/fMENT �n d. PR. SA CUT \ 74 34 / f PR. 8" CURB &GUTTER / \ ---- PR. R/W W� I ' STREET CONSTRUCTION NOTES: ADJUST EXISTING TELEPHONE MANHOLE TO GRADE. /W ST RN RIV RSID COUNTY -"\-PR. SLOPE ESM'T EVMWD CONSTRUCTION NOTES: REGIONAL CONSrRVATI l AUTHORITY 74 ADJUST EXISTING VALVE TO GRADE. \ PAVEMENT REHABILITATION CONSTRUCTION NOTES: LEGEND LIMITS AS SHOWN) COLD 91 ® D MILL AND OVERLAY(2"MIN.) 91 COLD MILL EXISTING PAVEMENT(2"MIN.)&INSTALL GLASPAVE MATTING OR P O D E T I C OV R Y,S E E 1 0 H 10. 92®REMOVE EXISTING 5.5"AC OVER 2.5""AB /�/ -- f]r]L CITY Dl LI\KE ,L,S�INDI 92 REMOVE EXISTING 5.5"AC OVER 25"AB AND INSTALL 8"AC DEEP LI AND INSTALL 8"AC DEEP LIFT _-----� --- / \ ) 93 CONSTRUCT HIGH FRICTION SURFACE TREATMENT(HFST)PER 93 HFST 111 I -/ ----------- PR. SLOPE ESM'T GEOTECHNICAL RECOMMENDATIONS AND CITY APPROVAL --____-__-- 1 1 T _------_-___ EX. 8" CURB&GUTTER PR. RIW PROTECT IN PLACE m PR. SAWCUT LINE r r r NE LAMB'S ;=RAH 11\AL L rHODI STr/ / I Q _ l L owsl tp Or 1_AK r_L SINORr W 91 h EX. MEDIAN W (NP) v h PROTECT IN PLACE \ / 42 7 2 i" h v 91 CO v PR. SAWCUT LIN — �L'. o PR. R/W _ a \ U - ---- RGU CURB GUTTER& _ \\ ♦ 4� 91 J r`V __---� \ oo� \ �\ \�\ -------- PR. SLOPE ESM'T WESTERN RIVERSIDEr COuv r Y R GJ0NAL C01vS RVATIOIv AUTHORITY 91 \ �� 'P �o TF CHARDS NI. MATTER \\\ �Q 4 0 20 40 80 120 160 0 0 9 0 0 SCALE: 1" = 40' � C012 N WxWo Days In Adw z wm THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3 MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR HUNSAKER & ASSOCIATES DRAWN BY OF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 23 �o ® oFEssl 1 AS-BUILT CHANGES SHOWN PER PLAN. RH 07124119 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V t N E I N C E�eooN CgNq( DESIGNED BY: SS 01/1g PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, o PLANNING I. ENGINEERING SURVEYING �� 9��� AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS"" STREET WIDENING PLAN #2 /� Th-Hugh.-IM-,CA92618":1949)M_1010.F..(491`+✓D-0]59 4 m? CHECKED BY: OF 01/18 AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING 36 �? jJl�t(/�y�,r��/( 9j8�18 UNDER THE SUPERVISION OF: w� ExP�o9930818 RECOMMENDED BY: N7s°00'34'"W(EPOCH 2011.00) & PAVEMENT REHABILITATION PLAN OF SHEETS ;m RAILROAD CANYON ROAD BRADENGINEER RCE No. 43920 DATE 'G'�� N9Tf�IVII oR�e SCALE: AS SHOWN (FROM STA. 28+00.00 TO STA. 48+00.00) FILE No. CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE aFCALIF DATE: PAVEMENT REHABILITATION PLAN p� �3 PLOTTED BY: Oscar Hermosillo DATE: Oct. 01, 2019 10:43:12 AM FILE: F:\1020\Engineering\OA_Project\Imp_Street\SHT23.dwg ® 1 93 HUNSAKER&ASSOCIATES - IRVINE, INC. 07124119 IL o o RECORD DRAWING NOTE: THESE"AS-BUILT'RECORD DRAWINGS HAVE BEEN PREPARED BASED ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY THE MURROW CONSTRUCTION MANAGEMENT AND REVIEWED BY CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. \ \ \ \ C PR. SLOPE ESM'T = i VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD \ DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF \ D — — c� THESE PLANS. \ — � m PR. 8" CURB \� 1 �5011,k8O --- — &GUTTER PR. RIW s3 RAILROAD CANYON RD0+"00 \ \ __ "RECORD DRA W/NG" PR. R/W EX. 6"CURB �'- &GUTTER / (TYP.)91 _ �p 9 EX MEDIAN m X Ept IN PAC — — ——— —— PROTECT IN PCACE ^:H ' 56 � 'ROTPAVEMENT _ �n v h 93 Q c°° IR. 11W PR. 8"CURB CIO &GUTTER o; } i pCID O �i i X ❑ � ^ O p O /)� PR. SLOPE ESM'T f \ \ N // --------_— ———————--—------ - II EVMWD CONSTRUCTION NOTES: 74 ADJUST EXISTING VALVE TO GRADE LEGEND(LIMITS AS SHOWN) PAVEMENT REHABILITATION CONSTRUCTION NOTES: st ® COLD MILL AND OVERLAY(2"MIN.) 91 COLD MILL EXISTING PAVEMENT(2"MIN.) &INSTALL GLASPAVE MATTING OR 92® REMOVE EXISTING 5.5"AC OVER 2.5"AB AND INSTALL 8"AC DEEP LIFT V V 92 REMOVE EXISTING 5.5"AC OVER 2.5"'AB AND INSTALL 8"'AC DEEP LIFT 93= HFST 93 CONSTRUCT HIGH FRICTION SURFACE TREATMENT(HEST)PER 1 GEOTECHNICAL RECOMMENDATIONS AND CITY APPROVAL I 9 —— ——————————— _ - -——————————————————— ———— ———— ———— ———— —10:5 ----—————— D �W � T W PR-8 EtfiB r PR. R/W &GUTTER z — Z — Q PR A PdVFMFtiL ————— PR. SAWCUT LINE d. — CIO L1JW 9 EX. MEDIAN 7 O Cn 9 (TYP) 6 PROTECT INPLACE 61 62 63 N 64 65 '(TYP.) 6 (TYP.) 67 — O O EX. EMWD RW VALVE (TYP.) ^h EX. MEDIAN TO-BE ADJUSTED-TO-GRADE 9 h v PROTECT IN P CE _ m BY EMWD — ITl ----- --- ——————— ---- Z PR. B"CURB r: ---- ----- --------------- m EX, EMWD RW O ASSEMBLY J TO BE RELOCATED BY EMWD &GUTTER PR. R1W ---i = tv U cn 0 20 40 80 12C 160 SCALE: 1" = 40' � Cd2Rd Wei pOatII z wm THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3^ MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 24 �o HUNSAKER & ASSOCIATES oFessl 1 AS—BUILT CHANGES SHOWN PER PLAN. 1 07124119 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V t N E N C paepUN cR�t DESIGNED BY: SS pi/1g PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, PLANNING ENGINEERING SURVEYING �� q�Fy AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN 36 1 z �} (1 Three H.#-•Wine,CA92618":(949)58 3-1 01 0•FX:(9a9)M8 59 4 m? CHECKED BY: OF 01/18 AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN of }m UNDER THE SUPERVISION OF: No.ae71s RECOMMENDED BY: N76°00'34"W(EPOCH 2011.00) SHEETS 9i6/18 EXP.09-30-1a a RAILROAD CANYON ROAD 8^ CITY ENGINEER RCE No. 43920 DATE _ 1or N9J alvl� oRw SCALE: AS SHOWN (FROM STA. 48+00.00 TO STA. 68+00.00) FlLE No. �� CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE �FcnUF DATE: PAVEMENT REHABILITATION PLAN �3 PLOTTED BY: Oscar Hermosillo DATE: Oct. 01, 2019 10:48:58 AM FILE: F:\1020\Engineering\OA_Project\Imp_Street\SHT24.dwg HUNSAKER&ASSOCIATES-IRVINE, INC. 07124119 0 ,,RECORD DRA W/NG�� RECORD DRAWING NOTE: THESE"AS-BUILT' RECORD DRAWINGS HAVE BEEN PREPARED BASED ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY THE MORROW CONSTRUCTION MANAGEMENT AND REVIEWED BY CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. (�r g VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF THESE PLANS. lVV ss PR. SLOPE ESM'T - - OO \ W' PR. R W F'IgCE &GUTTER CURB \ S \ \\ - O AC PAVEMENT _ \\ \ \\ w 7.1 77 - °°'s Q) — �— PR. SAWCUT LINE — PR. R/W &GUTTER STREET CONSTRUCTION NOTES: ————— - ---- PR. SLOPE ESM'T 27 ADJUST EXISTING TELEPHONE MANHOLE TO GRADE. PR. SLOPE ESM'T 31 ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE. 32 ADJUST EXISTING ELECTRICAL PULL BOX TO GRADE. EVMWD CONSTRUCTION NOTES: 7a ADJUST ExisnNc VALVE To GRADE. LEGEND(LIMIT AS SHOWN) 75 ADJUST EXISTING SEWER MANHOLE TO GRADE. II PAVEMENT REHABILITATION CONSTRUCTION NOTES: 91 ® COLD MILL AND OVERLAY(2"MIN.) 91 COLD MILL EXISTING PAVEMENT(2"MIN.)&INSTALL GLASPAVE MATTING OR 92 REMOVE EXISTING 5.5"AC OVER 2.5"AB w ' 2" _ AND INSTALL 8"AC DEEP LIFT P E L 7 N N92 E V _-------------------o O �PR. SLOPE ESM'T - -- --- ----- 85+90.36 RAILROAD CANYON RD. T--- m --- \ ULL R/W O w EX. 8" C&G N m © ,8. ...o - -- -- -- PROTECT IN PLACE ULT. R/W EX. 8" C&G o __ F{ aLu r PROTECT IN PLACE __ '' 9 -- Lu CA (TYP.) W 7 7 �° _ 7 91 W O 91 7 7 7 7 7 74 7 7 7 - + O 82 83 84 8 86 87 88 ry -H 89 90 91 ° EX. MEDIAN EX. MEDIAN O EX. MEDIAN PROTECT IN PLACE EX. MEDIAN PROTECT IN PLACE + PROTEC (nP.)T IN PLACE 9 PROTECT IN PLACE m Lu 7 H C IT1 - _ - EX. 8—C- �i PROTECT IN T. R/W EX.TE T W U PROTECT IN P C 5 w w � �o Q OPE ESM'T n — — — — — z lv�l 0 20 40 80 120 160 u rc CC12 Rd MOV Do"In Ad- SCALE: 1" = 40' wm THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3^ MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 25 o ®HUNSAKER & ASSOCIATES pOFESS1a AS-BUILT CHANGES SHOWN PER PLAN. RH 07/24/19 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE 1 R V 1 N E I N C ��,000" °Rq'<F DESIGNED Bv: SS pt/1g PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, ¢¢ PUNNING ENGINEERING SURVEYING : AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN36 /5 Throe H.gh-•Wine,U92618•PH:19 )M-1010•FX:194915W3 759 N m Z CHECKED BY: OF o,/,8 AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN of zm UNDER THE SUPERVISION OF: No.9-30- RECOMMENDED BY: N76°00'34"W EPOCH 2011.00 SHEEfS Q sis�,a EXP.O9-'° ( ) RAILROAD CANYON ROAD CBRAD FAGRELL,ITY ENGINEER RCE Na. 43920 DATE _ IGI1P s9Te c1Y` O��P SCALE: AS SHOWN (FROM STA. 68+00.00 TO STA. 92+00.00) FILE No. Cn OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE aFCALIF DATE: PAVEMENT REHABILITATION PLAN !E3 PLOTTED BY: Oscar Hermosillo DATE: Oct. 01, 2019 08:22:21 AM FILE: F:\1020\Engineering\OA_Project\Imp_Street\SHT25.dwg 0 W � N C�o Ar 3 ®�oq E`X MEDIAN 9 7 7 2 EX. 8" C&G TILE R/W PROTECT IN PLACE 0 0 0 o y �a UCL R/W o EX. 8" CURB w W m PROTECT IN PLACE o 0 h� +z HUNSAKER&ASSOCIATES - IRVINE, INC. 07/24/19 At +w o cc RECORD DRAWING NOTE: ew �� THESE"AS-BUILT"RECORD DRAWINGS HAVE BEEN PREPARED BASED STREET CONSTRUCTION NOTES: ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY THE MURROW CONSTRUCTION MANAGEMENT AND REVIEWED BY 27 ADJUST EXISTING TELEPHONE MANHOLE TO GRADE. m CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. 30 ADJUST EXISTING GAS VALVE TO GRADE. 31 ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE. VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF EVMWD CONSTRUCTION NOTES: LEGEND(LIMITS AS SHOWN) THESE PLANS. 74 ADJUST EXISTING VALVE TO GRADE. 75 ADJUST EXISTING SEWER MANHOLE TO GRADE. 91 ® COLD MILL AND OVERLAY(2"MIN.) PAVEMENT REHABILITATION CONSTRUCTION NOTES: ,,RECORD DRA W/NG,/ 91 REMOVE EXISTING 5.5"AC OVER 25"AB AND INSTALL 8"AC DEEP LIFT COLD MILL EXISTING PAVEMENT(2"MIN.) &INSTALL GLASPAVE MATTING OR V S D 1 N 10. 1 92 REMOVE EXISTING 5.5"AC OVER 2.5"AS AND INSTALL 8 AC DEEP LI D 1 Z m 3 pISON M 30 O Q►1 _ o W� � � __ O • ho l!" PROTECT IN PLACE� � \_ Qcw o o y= c� /D 0 107+54.19 RAILROAD - EX. MEDIAN m v =23+51.60 WESTRIDGE WAY __— OO m \-- 10 � EX.TE C&G 10 r, PROTECT IN PLACE EC. PULLBOX —��I (PROTECT IN PLACE) 9 I— ULT. R/W 7 Y EX. 8" CURB __ __ c> EX. 8"CURB PROTECT IN PLACE —� � PROTECT IN PLACE 5�s 10; ytl rn�w 5 �Z 0 20 40 80 120 160 1 o ad 2 RN MOV Days 11 AM— SCALE: 1" = 40' wm THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3^ MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 26 o ®HUNSAKER & ASSOCIATES paFESS Ia 1 AS-BUILT CHANGES SHOWN PER PLAN. RH 07124119 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V 1 N E , I N C . ��000pN aRq'<F DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, ¢¢ PUNNING • ENGINEERING • SURVEYING : + AS DETERMINED LOCALLY LI THE LINE BETWEEN CSRN COBS"ECFS" STREET WIDENING PLAN36 Throe HugMs•Irvine,U92618•PH:19 491 5 83-1 01 0•FX:19491 5 83-0]59 N m Z CHECKED BY: OF o,/,8 AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN of H zm ,4aA4#u T UNDER THE SUPERVISION OF: No.a-30- RECOMMENDED BY: N76°00'34"W EPOCH 2011.00 SHEEfS Q sisi,a EXP.09-3a-,a ( ) RAILROAD CANYON ROAD � BRAD ENGINEER RCE Na. 43920 DATE 1wir s9 clvl� dP SCALE: AS SHOWN (FROM STA. 92+00.00 TO STA. 116+00.00) FILE No. CITY ENGINEER --- JForcnLlFoa CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE: PAVEMENT REHABILITATION PLANS PLOTTED BY: Oscar Hermosillo DATE: Oct. 01, 2019 08:22:26 AM FILE: F:\1020\Engineering\OFa_Project\Imp_Street\SHT26.dwg STA. 124+76.00 m RAILROAD CANYON RD. END REMOVE&REPLAC 9 >_5 a I N ¢ (D k ❑ W -- — X 8"C&G ULL R/W E �o g W PROTECT IN CE -- -- -- Nv 111 24 W 9 ^ - (� (TYP.)9 iu 6 117 7 118 119 =H 12 121 122 12, 124 125 9 O + EX. MEDIAN � PROTECT IN PLACE W 7 7 N e n 9 � 9 o ULL R/W o z PROTECT IN PLACE CANYO HILLS M 01 °l STREET CONSTRUCTION NOTES: 27 ADJUST EXISTING TELEPHONE MANHOLE TO GRADE. EVMWD CONSTRUCTION NOTES: LEGEND(LIMITS AS SHOWN) 74 ADJUST EXISTING VALVE TO GRADE. 91 ® COLD PLANE AND OVERLAY(2"MIN.) 76 ADJUST EXISTING SEWER MANHOLE TO GRADE. 92 REMOVE EXISTING ss"AC OVER 2.5"AB AND INsrau a"AC DEEP LIFT PAVEMENT REHABILITATION CONSTRUCTION NOTES: 91 COLD MILL EXISTING PAVEMENT(2"MIN.)&INSTALL GLASPAVE MATTING OR 1 R D Q 4C VE Y E L 10. 92 REMOVE EXIS ING 5.5 AC OVE 2. "A AN IN TALL 8"AC EEP LI 1 HUNSAKER&ASSOCIATES- IRVINE, INC. 07124119 01 RECORD DRAWING NOTE: THESE"AS-BUILT" RECORD DRAWINGS HAVE BEEN PREPARED BASED ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY THE MURROW CONSTRUCTION MANAGEMENT AND REVIEWED BY CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. �0 VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD D ESE . DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF SGP�F; 1 II �Q II 0 RECORD DI\II WING 0 20 40 80 120 160 �o Cu 2 R.MOV Days Al Advice SCALE: 1" = 40' wm THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3^ MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 27o ®HUNSAKER & ASSOCIATES paFESS,a 1 AS-BUILT CHANGES SHOWN PER PLAN. RH 07/24/19 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C aepUN cR < DESIGNED BY- SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, � PUNNING • ENGINEERING SURVEYING .� q�F2 AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN Q< Throe Hegh.•Irvine,Cd92a1e F:19a915e3-1010•FX:19a915W3 759 N�: m? CHECKED BY: OF 01/18 AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN of 3 6 zm UNDER THE SUPERVISION OF: No.a911a RECOMMENDED BY: N76°00'34"W EPOCH 2O11.00 SHEETS Q 9i6n8 EXP.09-30-18 ( ) RAILROAD CANYON ROAD - �] BRAD FAGRELL, RCE Na. 43920 DATE II1P sT r SCALE: AS SHOWN FILE No. G FROM STA. 116+00.00 TO STA. 124+76.00 CITY ENGINEER �* CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE aFcnLIF DATE: PAVEMENT REHABILITATION PLAN �3 PLOTTED BY: Oscar Hermosillo DATE: Oct. 01, 2019 08:22:31 AM FILE: F:\1020\Engineering\OA_Project\Imp_Street\SHT27.dwg CRY OF LAKE ELsHORE 4E�pC 82 \� 12 141,� \\ RROFRIµ LLC 82 T x nORmHY BOONE-JJJR K \ `` ` `` ' \\ W \ � 80 • FCOW \�_ WALMARf REALTY COM'Al FLO ——————— 10, W \� fi F<O �� � FLOW,. \\ r rc \ �� \`85 �_— = }------ ———-_—' 85 ———FLOW'. \ � i \ Way 81X/ "w14AO[�,y i HUNSAKER&ASSOCIATES- IRVINE, INC. 07124119 Al RECORD DRAWING NOTE: THESE'AS-BUILT'RECORD DRAWINGS HAVE BEEN PREPARED BASED T tames FREE nfErJroa15T ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY THE EELLowsHa of LN(E ELSINORE MURROW CONSTRUCTION MANAGEMENT AND REVIEWED BY _ CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF THESE PLANS. o // LIMITS OF WORK Al "RECORD DRAWING" FLOW— �--FLOW O_,RLE M MATTER \-\\ \ p T \\ \ \ s4 \ \ 1;% FL na OWQ411, ♦ \ 414 85 i - / ----� FLOW MU z y _ — ,- , —_ ENGINEER'S NOTES AND LEGEND JQ m -_ —82—- LOW-- _ EROSION CONTROL NOTES: FLOW_ INDICATES DIRECTION OF FLOW Q LJ 1 L — / 80 INSTALL SILT FENCE AT DAYLIGHT PER DETAIL ON SHEET 29 AND CASQA BMP SE INDICATES STABILIZED CONSTRUCTION — ��� `♦ BUJ 81 81 81 INSTALL AREA DRAIN GRAVELBAG PER DETAIL ON SHEET 29 AND CASQA BMP SE-10 ENTRANCE AS SHOWN HEREON. ♦ '. 82 INSTALL SCREENED CATCH BASIN INLET PER DETAIL ON SHEET 29 AND CASQA BMP SE-10 SILT FENCE 83 INSTALL CONCRETE WASTE MANAGEMENT PER DETAIL HEREON AND CASQA BMP WM-8 84 INSTALL STABLIZED CONSTRUCTION ENTRANCE PER CASQA BMP TC-1 STRAW WATTLE INSTALL STRAW WATTLE VELOCITY REDUCERS DETAIL ON SHEET 29 AND CASQA BMP SE-9 ® CONCRETE WASTE MANAGEMENT 0 40 80 160 240 320 SCALE: 1" = 80' a o a z wm THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3^ MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 28 ®HUNSAKER &ASSOCIATES goFEssIC a AS-BUILT CHANGES SHOWN PER PLAN. RH 07124119 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C . E�eooN cR N'9< DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, o PUNNING • ENGINEERING • SURVEYING .� 9�Fy AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS°ECFS' STREET WIDENING PLAN z 09 1) roe HuBMs Th •IM.,CA92618 iH:(%9)M-1010•FX:T949J 583-0]59 m? CHECKED BY: OF 01/18 AND"BILL BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN OF �6 z m LPNiGS 9�6�18 UNDER THE SUPERVISION OF: Ex NO. 91181a A RECOMMENDED BY: N76'00'34"W(EPOCH 2011.00) SHEETS 30- RAILROAD CANYON ROAD zs— BRAD FAGRELL, RCE No. 43920 DATE ' I,p sr v SCALE: AS SHOWN FILE NO. CI ENGINEER - G "'e ctvl� oe� (FROM STA. 8+00.00 TO STA. 59+00.00) o CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE CFCALIF DATE: EROSION CONTROL PLAN �3 PLOTTED BY: Oscar Hermosillo DATE: Oct. 01, 2019 08:22:39 AM FILE: F:\1020\Engineering\OA_Project\Imp_Street\SHT28.dwg HUNSAKER&ASSOCIATES- IRVINE, INC. 07124119 Al RECORD DRAWING NOTE ------- THESE"AS-BUILT'RECORD DRAWINGS HAVE BEEN PREPARED BASED ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY THE MURROW CONSTRUCTION MANAGEMENT AND REVIEWED BY CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS, 80 VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD 1 DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF THESE PLANS. LOW ' 84 STA. 80D NYON RD OAD CONTROL _ ENIDREROSION 85 i�� OW it 00 ZIAT�W ► - Mna vAUEy 80 °LsrRkr F-W Q� 82 ds IN ��� - TYPy� ,-FLAW i fi FLOW-� � ee --71, 82 -_ LIMITS OF LOW- - ' NHED AGGREGATE GREATER 3"BUT SMALLERAN 6" / CORRUGATED STEEL PANELS THA It \ // A A RUG D STEEL PANELS FILTER FABRIC SECTION A A _ 10'MIN,AS REQUIRED TO ILLS. ACCOMODATE ANTICIPATED TRAFFIC AND SITE CONDITIONS. 12"MIN. UNLESS OTHERWISE CRUSHED AGGREGATE GREATER SPECIFIED BY SOILS ENGINEER THAN 3"BUT SMALLER THAN 6" ENGINEER'S NOTES AND LEGEND 24'Al B ORIGINAL GRADE o ao ao so 2ao 32o EROSION CONTROL NOTES: FLOW_ 50,MIN. INDICATES DIRECTION OF FLOW OR FOUR TIMES THE CIRCUMFERENCE OF THE LARGEST 80 INSTALL SILT FENCE AT DAYLIGHT PER DETAIL HEREON AND CASQA BMP SE CONSTRUCTION VEHICLE TIRE, WHICHEVER IS GREATER FILTER FABRIC SCALE: 1" = 80' 81 INSTALL AREA DRAIN GRAVELBAG PER DETAIL HEREON AND CASQA BMP SE-10 INDICATES STABILIZED CONSTRUCTION PLAN VIEW 81 INSTALL SCREENED CATCH BASIN INLET PER DETAIL HEREON AND CASQA BMP SE-10 ENTRANCE AS SHOWN HEREON. SECTION B•B 83 INSTALL CONCRETE WASTE MANAGEMENT PER DETAIL HEREON AND CASQA BMP WM-8 )� SILT FENCE STABILIZED CONSTRUCTION N.Ts. INSTALL STABILIZED CONSTRUCTION ENTRANCE PER CASQA BMP TC-1 STRAW WATTLE n ENTRANCE (BMP TC-1) 85 INSTALL STRAW WATTLE VELOCITY REDUCERS DETAIL HEREON AND CASQA BMP SE-9 ® 84 CONCRETE WASTE MANAGEMENT NOT 70 SCALE ---- --- LIMITS OF WORK 100' MAX (SEE NOTES 2 AND 3) 8' MIN STRAW WATTLE TYP HEAVY DUTY SPACING FOR VEHICLE ACCESS PER SECTION BELOW DIRECTION OF �F 0PE DOUBLE snrcH Storm Drain Inlet Protection 5E-10 Concrete Waste Management WM-8 W=759 of �y�G 0P5P HEM STREET FLOW ROADBED WIDTH /c' �FP00OF DRAW CORD - "__""_." - _ - - m ------- W X -"" ....................... ON�— FLAcaNc PER DETAIL °B° 8' MIN SIDES W 31'-40" Y WATER BETaM O O O O FLOW PO MITSa O Noa TOP OF CURB I 5• O 1A O A usnc uNINc POLYPROPYLENE �- L FILTER FABRIC ;omrete black I°Id o STREET STRAW WATTLE DETAIL HARDWOOD STAKES ®Perimete�nof opening BERM waa m;;°I°tH°r O O O O n DETAIL (BMP SE-9) H SECTION A—A OJ P IASSnc uNING MIL NOT ro sca F NOTE$: n SILT FENCE DETAIL (BMP SE-1) NOT TOAScALE 1. STRAW WATTLES TO BE SECURED WITH STAKES AT EACH END AND FOUR FOOT ON CENTER, NOT TO SCALE R­l(with sediment 1ME BELOW GRADE' 2, REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR STREETS WITH GRADES ECONOMY SILT FENCE OR EQUAL or<rn°w-1y Fnle.ea"Hier of LESS THAT 10%SHALL BE sPaceo PER TABLE BELOW PLASTIC UNING 3 SPACE STRAW WATTLE 150'APART IF ONLY ONE SIDE OF ROADBED IS EXCAVATED AT A TIME 12'- 2A' to, SPACING OF ROWS OF STRAW WATTLES IIIN__\\ II' '1 SLOPE OF STREET UNPAVED STREET 19 9-TO 89. 50' VA00 FR ME SECURELY v5 FASTENED AROUND 9%TO 6% 75' 2 Q\ ENTIRE PERIMETER w1TH 5.9%TO LESS 4% 00 Sediment — Two 5T E5 5.9%OF 100' �r1\` w°rdw°re clom" SECTION B-B p O e mesh R 0 0000000o am ( ; oT To SCALE oriel F.L. 0 oo muu 0 PD NIL 1W01STACKED IASnC LINING t CTUAL LAYOUT DETERMINED 2 X 12 ROUGH DODO DI PROTECTION - TYPE 4 woo0 TRAME PLAN IN HELD NOT TO SCALE NOT TO SCAT£ 2.THE CONCRETE WASHOUT SIGN ME "ABODE GRADE" SHALL BE INSTALLED WITHIN CONCRETTEE WSHO T FNEILPTY. I NOTE. �11�mNs<�mwe °NP ��° „mac-zoos owm s� «MPH.°mm °aT TYPICAL GRAVELBAG PLACEMENT FOR ALL AREA DRAINS. ALL AREA DRAINS SHALL HAVE GRAVELBAGS i BAG HIGH h"h" ' '" = 5. 7. DURING HOUSE CONSTRUCTION SURROUNDING INLET. TYP. nSCREENED CATCH BASIN INLET (BMP SE-10) nCONCRETE WASTE MANAGEMENT (BMP WM-8) =III—III— — �1 AREA DRAIN GRAVELBAG DETAIL (BMP 5E-10) Bc 8a STRAW WATTLES �I NOT TO SCALE �" "� "� � NOT TO SCALE TYPICAL STREET CROSS SECTION s o NOT TO SCALE a� z wm THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3^ MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 29®HUNSAKER SE goFEssIO a AS-BUILT CHANGES SHOWN PER PLAN. RH 07124119 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C E�eooN GR N' DESIGNED BY: SS 01/1g PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, o PUNNING - ENGINEERING • SURVEYING .� 9�Fy AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS°ECFS" STREET WIDENING PLAN z oe 1) Th-Hugh.-IM.,CA92618 i:(%9)M-1010-FX:I949J M8 59 m? CHECKED BY: OF 01/18 AND"BILL BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN OF �6 z m LPNiGS 9�6�18 UNDER THE SUPERVISION OF: Ex NO. 91181a A RECOMMENDED BY: N76°00'34"'W(EPOCH 2011.00) SHEETS 30- RAILROAD CANYON ROAD BRAD FAGRELL, RCE No. 43920 DATE ' I,p sr v SCALE: AS SHOWN FILE NO. CI ENGINEER _ G 9rF CIVII_ oe� (FROM STA. 59+00.00 TO STA. 80+00.00) o CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE aFCALIF DATE: EROSION CONTROL PLAN R3 PLOTTED BY: Oscar Hermosillo DATE: Oct. 01, 2019 08:22:43 AM FILE: F:\1020\Engineering\OA-Project\Imp-Street\SHT29.dwg SIGN LEGEND: RIGHT LANE SPEED N ROAD Ex.s/ Ex.c/c R3-4 MUST LIMIT D OgNYO 36"X36" <9> TURN PoGHT 5 O qI LROA "NB PM _--'- -- -____ 26 EX. RAISED MEDIAN RR2-1(30) E - _ PM"A}iEAD" E W3-3 OM1-3 R3-7(R) R4-7 ' 0. 36"X36" R2-1(50) R3-2 PM "15 PM ' - - - ` _ \ INAL' W1-2(R) WI-2(L) W3-3 18"X18" 24"X30" 30"X36" R3-5 E 11M�yNE( r 36"X36" 31 36"X36" R4-7 E _ Oi �\ R3-4 E 07 ROCK NEXT EX. RAISED MEDIAN 26 / - ARKING LANY N SLIDE 2.5 MILES /'� " \� � - - - � �\ \ \ \ 12 ONLY ANY R61-36(CA)(MOD) TIME AREA W7-3aP 12 Ex.O `�" - - - - R26(CA) R26(S)(CA) R26(S)(CA) E / 25 EX. RAISED MEDIAN % 12"X18" 12"X18" W38(CA) EX. S/W - 'u: __ ------ EX.,-"--- \\ 36"X36" TYPE N(L 25 EX. RAISED MEDIAN -- /7q E R26(S)(CA) 90' 38 �. N -' RS WI-2(R) / E W38(CA) RL R2-1(50) W3-3 IS R 50(Q)T6 j�? IS WI-2(R) 3aP \ � \ ^\ \ `� OM1-3 E IM 12 E W1-2 R) PROP.C/G \ R3-5(R) �`�\'�\� ,y TYPE II PM ?��, PM E N(L) R26®(CA) EX. RAISED MEDIAN 26 30"X36" v ONNIA", -- 1A. 1t< Q'AS-BUILT" IS WI PM E II 25 EX. RAISED MEDIAN '1 ;R4-7 �A EX. S/W TJW ENGINEERING,INC. 0 712 212 0 19O E �/' EX.C/G RECORD DRAWING NOTE- THESE„( T. 29 "AS-BUILT'DRAWINGS HAVE BEEN PREPARED BASED ON ACCURATELY TRANSFERRED INFORMATION PROHDED BY DEVELOPERS CONTRACTOR AND REVIEWED Q I � IM T6(G)50' BY CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS 12 R26(CA) E R3-7(R) �s O uy °' VERInCA SON OF THE INFORMA RON INDICATED ON THESE RECORD DRAWINGS SHALL THE r BE THE SOLE RESPONSIBILITY OF THE USER OF THESE PLANS. ham\/ cql GP�� DM4=3'E ' 0 �° SIGNING AND STRIPING GENERAL NOTES.- \ '� 1.ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST PROVISIONS SET FORTH IN 6.THE CONTRACTOR SHALL NOT PROCEED WITH THE APPLICATION OF ANY PAVEMENT MARKINGS OR AND R61-36(CA)(MOD) E / � g � / SECTION 84, 'TRAFFIC STRIPES AND PAVEMENT MARKINGS"AND SECTION 85 "PAVEMENT MARKERS" OF STRIPING UNTIL THE CAT-TRACKING AND SPOTTING IS CHECKED AND APPROVED BY THE PUBLIC THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATION, WORKS INSPECTOR. EXCEPT AS NOTED OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS OR CITY STANDARDS. 0 �o LEFT 9D' 15' 10' 1' 2.ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE 7.A CONTINUOUS ONE COAT 3-INCH WIDE BLACK STRIPE SHALL BE PAINTED OR APPLIED BETWEEN TURN ��' ��/ NOTED ON APPROVED PLANS. THE TWO YELLOW STRIPES OF A DOUBLE YELLOW TRAFFIC STRIPE.THIS SPECIFICATION APPLIES TO LANE TMP. TMP. TYP. TYR BOTH DOUBLE YELLOW STRIPING AND TWO-WAY LEFT TURN STRIPING DETAILS. / THROUGH DIRECTION C, 3.THERMOPLASTIC FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE,YELLOW, OR � � 1D' BLACK AS REQUIRED, CONFORMING TO CALIFORNIA STATE SPECIFICATIONS AND SHALL BE REVIEWED 8.EXCEPT FOR BLACK STRIPING, REFLECTIVE GLASS BEADS SHALL BE UNIFORMLY INCORPORATED E OF TRAVEL TyP, LIMITLINE ys QV AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO APPLICATION. CONCURRENTLY WITH THE APPLICATION OF THE MARKINGS/STRIPING.THE GLASS BEADS SHALL BE WRALKoss- v EMBEDDED IN THE THERMOPLASTIC BEING APPLIED TO A DEPTH OF AT LEAST ONE-HALF THEIR THROUGH 2"CSTUB OUT 4.ALL STENCILS USED FOR PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS-APPROVED DIAMETERS. LANE C&G �c STENCILING STANDARDS. 9.ANY STRIPING OR PAVEMENT MARKINGS NOT SHOWN ON THE APPROVED PLAN, BUT DEEMED ro QF`' 5.THE CONTRACTOR SHALL LAYOUT AND CAT-TRACK THE ALIGNMENT OF THE PROPOSED STRIPING NECESSARY BY THE CITY ENGINEER OR DESIGNEE, SHALL BE INSTALLED BY THE CONTRACTOR PRIOR AT 15 FOOT INTERVALS AND"SPOT THE PROPOSED PAVEMENT MARKINGS AS CALLED FOR ON THE TO FINAL ACCEPTANCE OF THE IMPROVEMENTS. TYPE'A'CURB TERMINATION STRIPING PLANS. STRIPING SHALL VARY NO MORE THAN 1/2 INCH IN 50 FEET FROM THE SPECIFIED PER CALTRANS STD.PLAN NO.ES-5D ALIGNMENT. MINOR VARIATIONS MAY BE WANED BY THE CITY ENGINEER OR DESIGNEE IN THE FIELD. 10.NEWLY APPLIED STRIPING AND PAVEMENT MARKINGS SHALL BE PROTECTED FROM DAMAGE BY PUBLIC TRAFFIC OR OTHER CAUSES UNTIL THE THERMOPLASTIC IS THOROUGHLY SET.ANY NEWLY SIGNING AND STRIPING CONSTRUCTION NOTES." APPLIED STRIPING OR PAVEMENT MARKINGS WHICH ARE DAMAGED AS A RESULT OF THE LOOP DETECTOR PLACEMENT DETAIL CONSTRUCTION, INCLUDING WHEEL MARKINGS BY PUBLIC TRAFFIC AND CONSTRUCTION EQUIPMENT, NOT TO SCALE E EXISTING SIGN TO REMAIN. SHALL BE REAPPLIED BY THE CONTRACTOR. FISI INSTALL SIGN AND POST. 11. EXISTING TRAFFIC STRIPING AND PAVEMENT MARKINGS THAT DO NOT CONFORM TO THE APPROVED PLAN SHALL BE REMOVED BY WET SANDBLASTING. BLACKOUT OR GRINDING OF EXISTING TRAFFIC 7 / IM INSTALL FIVE(5)TYPE H YELLOW RETROREFLECTNE MARKERS ON TOP OF RAISED MEDIAN NOSE. STRIPING OR PAVEMENT MARKINGS WILL NOT BE ALLOWED. RL RELOCATE EXISTING SIGN AND POST. 12.PAVEMENT MARKERS SHALL BE NEW AND INSTALLED PER THE APPROVED PLANS AND STANDARD REMOVE AND SALVAGE EXISTING SIGN AND POST TO CITY YARD. DETAILS. INSTALLATION OF PAVEMENT MARKERS SHALL BE ACCOMPLISHED WITH THE USE OF MINIMUM ADVANCED DETECTOR 72- 15 BITUMINOUS TYPE HOT-MELT ADHESIVE SUITABLE FOR BONDING CERAMIC AND PLASTIC MARKERS TO SETBACK FROM LIMIT LINE PM INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CA-MUTCD STANDARDS. PORTLAND CEMENT,ASPHALTIC CONCRETE,AND CHIP-SEALED ROAD SURFACES. (mu-zaa,­ q OG` 13.PAVEMENT MARKERS SHALL BE PLACED IN A LOCATION ESTABLISHED BY THE APPLICABLE CALTRANS6'DIA SETBACK SPEED 0 INSTALL THERMOPLASTIC 12"SOLID WHITE LIMIT OR CROSSWALK LINE PER CA-MUTCD STANDARDS. STRIPING DETAIL NOTED ON THE APPROVED STRIPING PLAN. . -1'TRIANGLE lotr 25 XX REMOVE CONFLICTING STRIPING OR MARKINGS BY WET SANDBLASTING. 1 30 14.EXISTING PAVEMENT MARKERS THAT DO NOT CONFORM TO THE APPROVED PLANS SHALL BE 1 85 85' 35 INSTALL THERMOPLASTIC 6"SOLID WHITE LANE LINE STRIPE C=INSTALL TYPE C RED-CLEAR RETROREFLECTNE MARKERS 0 25'SPACING. REMOVED BY THE CONTRACTOR PRIOR TO ANY CAT-TRACKING OR OTHER WORK RELATED TO THE 230 4D T6 G=INSTALL TYPE G CLEAR RIETROREFLECTNE MARKERS 0 25'SPACING. TRAFFIC STRIPING. 285- 45 345' S0 O INSTALL THERMOPLASTIC 8'SOLID WHITE LANE LINE STRIPE 75 55 15.REFLECTIVE BLUE PAVEMENT MARKERS FOR FIRE HYDRANT LOCATIONS SHALL BE INSTALLED PER 475' 60 O INSTALL THERMOPLASTIC 6"WHITE LANE LINE SKIP STRIPE PER CALTRANS STD.PLANS A20A DETAIL 9. CITY STANDARDS 422A, 4228,AND 422C. LOOP DETECTOR SAWCUT DETAIL 12 INSTALL THERMOPLASTIC 6"WHITE LANE LINE SKIP STRIPE PER CALTRANS STD.PLANS A20A DETAIL 12. NOT TO SCALE 16. ALL SIGNS SHALL USE 3M DIAMOND GRADE III REFLECTIVE SHEETING (ASTM TYPE XI). O INSTALL THERMOPLASTIC 6"DOUBLE YELLOW CENTERLINE STRIPE PER CALTRANS STD.PLANS A20A DETAIL 22 17.SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. APPROVED BY: COUNTY OF RIVERSIDE 25 INSTALL THERMOPLASTIC LEFT EDGE STRIPE ADJACENT TO MEDIAN PER STD.PLANS A20B DETAIL 25. aA$ DATE DSU1N7 = TYPE E LOOP DETECTOR 26 INSTALL LEFT EDGE RPM'S ADJACENT TO MEDIAN GUTTER PER STD.PLANS A20B DETAIL 26. 18.STREET NAME SIGNS SHALL BE PER CITY STANDARDS 400A AND 4008. DIR DRAFT PORTATION ��✓ $AWCUT 8r PLACEMENT aEORGEAJOH oN,Rce vsza DETAIL ®7 INSTALL THERMOPLASTIC 6"WHTTE RIGHT EDGE LINE STRIPE PER CALTRANS STD.PLANS A20B DETAIL 27B. n 810NS ae,. eY: -P ogre RE 9Y. APao are 19. ALL SIGNS TO BE MOUNTED ON 2-INCH TELESPAR POSTS OR ON EXISTING STREET LIGHTS PER i a 29) INSTALL THERMOPLASTIC 6'DOUBLE YELLOW MEDIAN STRIPE PER CALTRANS STD.PLANS A20B DETAIL 29. LOCATION ON APPROVED PLANS. SIGNAGE TO BE INSTALLED PER CITY STANDARDS 402, 406A, 406B, STANDARD NO.1201 O INSTALL THERMOPLASTIC 8'WHITE CHANNELIZING LANE LINE STRIPE PER CALTRANS STD.PLANS A20D DETAL 38. AND 409• e ® INSTALL THERMOPLASTIC 8"WHITE CHANNELIZING LANE LINE STRIPE PER CALTRANS STD.PLANS A20D DETAL 38A 20.SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE MAINTENANCE YARD. 39 INSTALL THERMOPLASTIC 6'WHITE BIKE LANE STRIPE PER CALTRANS STD.PLANS A20D DETAL 39. g INSTALL THERMOPLASTIC 6"WHITE BIKE LANE INTERSECTION STRIPE PER CALTRANS STD.PLANS A20D DETAIL 39A V SCALE: 1" = 40' / OS EXISTING SIGNALIZED INTERSECTION Know what's below. 20 0 20 40 60 i O i INSTALL NEW LOOP DETECTOR PER RIVERSIDE COUNTY STD.PLAN 1201 Call before you dig. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TJW ENGINEERING,INC. SEAL BASIS OF BEARING: APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND Traffic Engineering 8 DRAWN BY: NC 04/24/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE PLANE CITY OF LAKE ELSINORE SHEET 30 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE o ppoP SE rONq COORDINATE SYSTEM,ZONE5,NORTHAMERICAN DATUM 1963,AS ASBUILT 19 Transportation Planning Consultants hQ`c F DESIGNED BY: JS 04/24/18 6 Venture,Suite 225,Irvine,CA 92618 SE��y " CHECKED BY: TJW O8/27n8 DETERMINED LOCALLYBYTHE LINEBETWEEN CSRN CONS ECFS°AND SIGNING AND STRIPING PLAN 36 t(949)878-3509 f:(949)878-3593 w Fv m TILL,BOTHAS PUBLISHED ON CSRN DATA SHEETS,BEING N76°00'34W wwwAjwengineering.com No.69467 s RECOMMENDED BY: (EPOCH2O11.00) RAILROAD CANYON ROAD OF SHEETS #. Exp.6/30/20 # BRAD FAGRELL,RICE No.43920 DATE I C1V\- : SCALE: 1'=40' (FROM STA. 06+00 TO STA. 16+00) FILE No. CITY ENGINEER �L"._ AUGUST 27,2018 0 r1,F OF A01' CITY OF LAKE ELSINORE THOMAS JOSEPH WHEAT R.C.E.No.69467 Exp.6 30 20 DATE: 04/24/18 PLOTTED BY:John Stallworth DATE:Jul.22,2019 03:24:44 PM FILE:CAUsem John Stallworth\Dropbox(TJW Engineering Inc.)\TJW Projects(2)\HAI Projects\HAI-18-008\HAI18008 Railroad Canyon SS Asbuilt 072219.dwg W7-2(L)IS W1-8(R& W13-1(35) X. S/W EX.C/O R81(CA) 12 RS R81 B(CA) ROP. f RL R2-4(CA)(30) -- PROP .C/G ) -— -—- W1-2(Ll ------fX.-R/-------- —} RS W13-135) 25 EX. RAISED MEDIAN 12 WI-8(R) IS HE19 - _ t➢ p W y T`� �— I — 2 21 22 - - - 27 �? 23 24 26 '• N -- - --—-- EX. RAISED MEDIAN 25 _ ____ 12 PROP'C/ Wi-2(L)IS EX. RAISED MEDIAN 26 E�-R/W 12 PROP.C/ RAILROAD CANYON ROAD s \ R3-4 SIGNING AND STRIPING GENERAL NOTES: n� E R5-11 5 1. SEE SHEET 30 FOR GENERAL NOTES. ?4 ` \ 0 `Y IS W7-8(R) \ \ 12 A EX. S/W IS W1-8(R) EX. C/G \ f • OM-3R RS �_- \ \ - 25 EX. RAISED MEDIAN -- EX. RAISED MEDIAN 25'37 12 � °= IS W1-8(R) PROP.S/W PROP_C/G IS WI-8(R) e v 32 36 \ 34 5 12 - RS W13-1(45) PROP C/ - — - — — "� — SI W7-2(R)IS GN/NG AND STRIPING CONSTRUCTION NOTES. EX RAISED MEDIAN 26 _ ___ -- 12 E EXISTING SIGN TO REMAIN. o AS BUILT -- ___________ _ _ _ IS INSTALL SIGN AND POST. IM INSTALL FIVE(5)TYPE H YELLOW REfROREFLECTIVE MARKERS ON TOP OF RAISED MEDIAN NOSE. TJW ENGINEERING,INC. 0 712 212 0 1 9 o RAILROAD CANYON ROAD RL RELOCATE EXISTING SIGN AND POST. RECORD DRAWING NOTE. RS REMOVE AND SALVAGE EXISTING SIGN AND POST TO CITY YARD. THESE AS-BUILT'DRABNGS HAVE BEEN PREPARED BASED ON ACCURATELY [PPMI INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CA-MUTCD STANDARDS. TRANSFERRED INFORMATION PROVIDED BY DEVELOPER'S CONTRACTOR AND RENEWED Q INSTALL THERMOPLASTIC 12"SOLID WHITE LIMIT OR CROSSWALK LINE PER CA-MUTCD STANDARDS. BY CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS ® REMOVE CONFLICTING STRIPING OR MARKINGS BY WET SANDBLASTING. VEMRCA77ON OF THE INFORMATION INDICATED ON THESE RECORD DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF THESE PLANS. T6 INSTALL THERMOPLASTIC 6"SOLID WHITE LANE LINE STRIPE C=INSTALL TYPE C RED-CLEAR RETROREFLECTNE MARKERS 0 25'SPACING. G=INSTALL TYPE G CLEAR RETROREFLECTIVE MARKERS 0 25'SPACING. O INSTALL THERMOPLASTIC 8"SOLID WHITE LANE LINE STRIPE. 12 INSTALL THERMOPLASTIC 6"WHITE LANE LINE SKIP STRIPE PER CALTRANS STD.PLANS A20A DETAIL 12. SIGN LEGEND. 22 INSTALL THERMOPLASTIC 6"DOUBLE YELLOW CENTERLINE STRIPE PER CALTRANS STD.PLANS A20A DETAIL 22 25 INSTALL THERMOPLASTIC LEFT EDGE STRIPE ADJACENT TO MEDIAN PER STD.PLANS A20B DETAIL 25. 26 INSTALL LEFT EDGE RPM'S ADJACENT TO MEDIAN GUTTER PER STD.PLANS A20B DETAIL 26. END 3 5 3 O AUTHORIZm ®7 INSTALL THERMOPLASTIC 6"WHITE RIGHT EDGE LINE STRIPE PER CALTRANS STD.PLANS A20B DETAIL 27B. 29 INSTALL THERMOPLASTIC 6"DOUBLE YELLOW MEDIAN STRIPE PER CALTRANS STD.PLANS A20B DETAIL 29. R3-4 BIKE LANE R81B(CA) MPH ZONE VEHICLES ©� O 36"X36" u u R81(CA) 8"X5" W13-1(35) AHEAD SLY O INSTALL THERMOPLASTIC 8"WHITE CHANNELIZING LANE LINE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 38. 12"X8" 18'X18" R2-4(CA) R5-11 W1-8(L) W1-8(R) ® INSTALL THERMOPLASTIC 8"WHITE CHANNELIZING LANE LINE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 3BA. W1-2(R) W1-2(L) 24"X30" OM-3R 18"X24" 18"X24" 3g INSTALL THERMOPLASTIC 6"WHITE BIKE LANE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 39. 36"X36" 36"X36" 12"X36" g INSTALL THERMOPLASTIC 6"WHITE BIKE LANE INTERSECTION STRIPE PER CALTRANS STD.PLANS Am DETAIL 39A. a O EXISTING SIGNALIZED INTERSECTION SCALE: 1" = 40' Know what's below. Call before you dig. 20 0 20 40 60 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TJW ENGINEERING,INC. SEAL BASIS OF BEARING: MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND Traffic Engineering& DRAWN BY: NC 04/24/18 THEBASISOFBEARINGFOR THIS SURVEY THE CALIFORNIA STATEPLANE CITY OF LAKE ELSINORE SHEET 31 Q ASBUILT 10-17-19 Transportation Planning Consultants STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE o ppOP SE r,Nq COORDINATE SYSTEM,ZONE5,NORTHAMERICAN DATUM 1963,AS �H hQE E�� F DESIGNED BY: JS 04/24/18 6 Venture,Suite 225,Irvine,CA 92618 Sy " CHECKED BY: TJW O8/27n8 DETERMINED LOCALL YBY THE LINEBETWEEN CSRN CORSECFS°AND SIGNING AND STRIPING PLAN 36 t(949)878-3509 f:(949)878-3593 w Fv m TILL,BOTHAS PUBLISHED ON CSRN DATA SHEETS,BEING N76'00'34"W wwwAjwengineering.com No.69467 s RECOMMENDED BY: (EPOCH2O11.00) RAILROAD CANYON ROAD OF SHEETS #. Exp.6/30/20 # BRAD FAGRELL,RICE No.43920 DATE C1V\- : SCALE: 1'=40 (FROM STA. 16+00 TO STA. 40+00) FILE No. CITY ENGINEER AUGUST 27,2018 r"F OF A01' 69 CITY OF LAKE ELSINORE THOMAS JOSEPH WHEAT R.C.E.No. 467 Exp.6 30 20 0 DATE: 04/24/18 PLOTTED BY:John Stallworth DATE:Jul.22,2019 03:39:45 PM FILE:CAUsem John Stallworth\Dropbox(TJW Engineering Inc.)\TJW Projects(2)\HAI Projects\HAI-18-008\HAI18008 Railroad Canyon SS Asbuilt 072219.dwg SIGN LEGEND: SPEED LIMIT AUIHOPoZED RAILROAD CANYON ROAD O 4 5 5 ® CHURCH 5O O VEHICLES MPH MPH W1-8(L) IS W1-8(L) IS ROAD R2-1(50) O ONLY EX. RAISED MEDIAN 26 () Wi-7 W13-1(45) W13-1(35) VV��1-8(L) IS 50'G T 15' R 2-1(5" OM,-3 R4-7 OM2-2V R3-4 18"X18" 18"X18" [1� _ --—-- ------- ---___ 16' T6(C)50' 48"X24" 24X30" 6"X12" 36"X36" RS-11 18"X18" EX.C/G - —- 7 PM U-TURN ARROW W3-3 EX. S/W 36°X36" IS W1-8(L) W3-3 IS -_ - - - - - 38 100' '' - _ _ _ 29 _ PM U-TURN ARROW nK� D / / w _ - - - 12 � �1— o— `^' � 12 o / / / � ^? IM 57 �^ W7-8(L) W1-8(R) EX. RAISED MEDIAN 25 E R4-7/ - - � _ N 18"X24" 18"X24" W1-2(R) W1-2(L) N 36"X36" 36"X36" / i _ - TYPE IV(L PM 400 38 TX R4-7 E .2 -----Ex.-H/--- ----------- ! \ S TYPE II PM —IV_p--_ : W1-2(R IS / / - ___ PM E N(L) 50'(C T6 OM1 3 E 12 _- 50'(G T6 • ARC•PM SEE SHEET 36 FOR SIGNAL PLAN \ ' / SIGNAL PM PROP.C/G 12 \ .� / W3-31S EX. RAISED MEDIAN 25 R2-1(50) E /,- - PROP.C/G SIGNING AND STRIPING GENERAL NOTES.- SIGNING AND STRIPING CONSTRUCTION NOTES.- / 1. SEE SHEET 30 FOR GENERAL NOTES. E EXISTING SIGN TO REMAIN. 12 IS INSTALL SIGN AND POST. u: / IM INSTALL FIVE(5)TYPE H YELLOW RETROREFLECTIVE MARKERS ON TOP OF RAISED MEDIAN NOSE. RELOCATE EXISTING SIGN AND POST. REMOVE AND SALVAGE EXISTING SIGN AND POST TO CITY YARD. INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CA-MUTCD STANDARDS. k / -Ali Q INSTALL THERMOPLASTIC 12•SOLID WHITE LIMIT OR CROSSWALK LINE PER CA-MUTCD STANDARDS. XX REMOVE CONFLICTING STRIPING OR MARKINGS BY WET SANDBLASTING. INSTALL NEW FLASHING BEACON SEE SHEET 36 FOR DETAILS TB INSTALL THERMOPLASTIC 6"SOLID WHITE LANE LINE STRIPE C=INSTALL TYPE C RED-CLEAR RETROREFLECTNE MARKERS 0 25'SPACING. REMOVE FLASHING BEACON G=INSTALL TYPE G CLEAR RETROREFLECTIVE MARKERS 0 25'SPACING. O INSTALL THERMOPLASTIC 8"SOLID WHITE LANE LINE STRIPE. 12 INSTALL THERMOPLASTIC 6"WHITE LANE LINE SKIP STRIPE PER CALTRANS STD.PLANS A20A DETAIL 12. 22 INSTALL THERMOPLASTIC 6"DOUBLE YELLOW CENTERLINE STRIPE PER CALTRANS STD.PLANS A20A DETAIL 22 y5 INSTALL THERMOPLASTIC LEFT EDGE STRIPE ADJACENT TO MEDIAN PER STD.PLANS A20B DETAIL 25. 26 INSTALL LEFT EDGE RPM'S ADJACENT TO MEDIAN GUTTER PER STD.PUNS A20B DETAIL 26. INSTALL THERMOPLASTIC 6"WHITE RIGHT EDGE LINE STRIPE PER CALTRANS STD.PUNS A20B DETAIL 27B. PROP.C/G IS WI-8(L) IS W3-3 2g INSTALL THERMOPLASTIC 6"DOUBLE YELLOW MEDIAN STRIPE PER CALTRANS STD.PUNS A20B DETAIL 29. a p .S/W ® PM•AHEAD• 12 mg 1?0A0 CANYON ROAD PM SIGNAL O INSTALL THERMOPLASTIC 8"WHITE CHANNELIZING LANE LINE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 38. IS WI-8(L) �_ -- - fX-Rf�-- --- ___ �)_ ___ ® INSTALL THERMOPLASTIC 8"WHITE CHANNELIZING LANE LINE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 38A REMOVE FLASHING BEACON 3g INSTALL THERMOPLASTIC 6"WHITE BIKE LANE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 39. INSTALL NEW FLASHING BEACON g INSTALL THERMOPLASTIC 6"WHITE BIKE LANE INTERSECTION STRIPE PER CALTRANS STD.PLANS A20D DETAIL 39A (( SEE SHEET 36 FOR DETAILS i - 5 56 ---�-----_— __ IS W1321L�45) IRS W1-2(L O EXISTING SIGNALIZED INTERSECTION n 54``6 _ n - - - W73-1�45) 57 —58 __ _ __ PROP.C/G N - 59 12 PROP.S/W N M 8 17 _ 61 M - W3-3 1S -- -- - w — --a 62 - 12 PROP.C/G —--—__ 63 EX. RAISED MEDIAN 25 ___ - v e - �� 64 - - - - — QM -—EX-f2}W� 'AS-BUILT" O Q R2-1 50 RL 12 —- „2 TJW ENGINEERING,INC. 0712212019 PROP.C/G RECORD DRAWING NOTE THESE AS-BUILT"DRAWINGS HAVE BEEN PREPARED BASED ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY DEWIOPER'S CONTRACTOR AND REWEWED BY CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF THESE PLANS. SCALE: 1" = 40' Know what's below. Call before you dig. 20 0 20 40 60 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TJW ENGINEERING,INC. SEAL BASIS OF BEARING: MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND Traffic Engineering& DRAWN BY: NC 04/24/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE PLANE CITY OF LAKE ELSINORE SHEET 32 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE o ppOFe551aNq COORDINATE SYSTEM,ZONE5,NORTHAMERICAN DATUM 1963,AS Q ASBUILT RH 10-17-19 Transportation Planning Consultants hQE F DESIGNED BY: JS 04/24/18 6 Venture,Suite 225,Irvine,CA 92618 SE��y " CHECKED BY: TJW O8/27n8 DETERMINED LOCALLYBYTHE LINEBETWEEN CSRN CORS ECFS°AND SIGNING AND STRIPING PLAN 36 t(949)878-3509 f:(949)878-3593 w Fv m BILL",BOTHAS PUBLISHED ON CSRN DATA SHEETS,BEING NW00'34"W www.tjwengineering.com No.69467 s RECOMMENDED BY: (EPOCH2O11.00) RAILROAD CANYON ROAD OF SHEETS #. Exo,6/30/20 # BRAD FAGRELL,RCE No.43920 DATE Cm\- : SCALE- 1•=40 (FROM STA. 40+00 TO STA. 66+00) FILE No. CITY ENGINEER �L"._ AUGUST 27,2018 r9jF OF A��FOP� CITY OF LAKE ELSINORE THOMAS JOSEPH WHEAT R.C.E.No.69467 Exp.6 30 20 0 DATE: 04/24/18 PLOTTED BY:John Stallworth DATE:Jul.22,2019 03:40:05 PM FILE:CAUsem John Stallworth\Dropbox(TJW Engineering Inc.)\TJW Projects(2)\HAI Projects\HAI-18-008\HAI18008 Railroad Canyon SS Asbuilt 072219.dwg PROP.C/G —-- PROP.S/W ----�-"— R2-1(50) E 12 — �� RAILROAD CANYON ROAD m� z EX. RAISED MEDIAN 25 PROP.C/G h 12 PROP. S/W N R3 4 E - \ R5-11 - - — 68 74 - - \ \ \ 4 69 72 71 12 12 �--� _ - - _ —_--- _- -- PROP.C/G - ------ ------- ----------------------- SIGN LEGEND: Ex. RAISED MEDIAN 26 BEGIN AUTHORIZED SPEED RIGHT LANE PROP.C/G RIGHT 1URN LANE yEHICLES LIMIT Q END MUST R53 11 E YIELD TO BIKES ONLY 5 O • O BIKE LANE R81 B(CA) R81A(CA) TURN RIGHT R3-4 R8-3a R81(CA) 8"X5" 12"X5" R4-4 36"X36" R5-11 R2-1(50) O 30"X30" 12"X8" R3-7(R) 30"X36" 36"X36" TASSEL WAY PMTYPE II W3-3 36"X36" / PM U:11R ARROW (> 14' 10'�' 24' NO(f TURN R81(CA) IS R8199(CA) "BIKE" R73-2(CA) R73-3(CA) R4-7 -- E R3-7(R) PM"L E' 36"X36" 36"X36" 24"X30" OM1-3 PM U-TURN ARROW 38 250' 18"X18" EX.S/W EX. RAISED MEDIAN 25 T6(C)50' PM TYPE IV(R) 39 PM TYPE II EX.C/G 12 --—____€X_4{W___-_—-_ 50'(G T6 38 100' IS R3-7(R) IS R4-4 W3-31S --E ----- -- -- "-— 12 39 TX E R4-7 OM 1-3 R4-7 TX w _ 82 84 8 E OM1- _ - - - - - + + — 86 IM o 88 89 w G �M i rn + _ R/W--- 8(CA) E EX. S/W TYPE IV(L)PM 12 TYPE IV(L)PM 260'38 50'(C T6 R881A�CA" is 50'(G)T6 R8-3° EX. RAISED MEDIAN 25 "SIGNAL"PM W3-3 E R81 "BIKE" 39 R81(Ca E 12 EX, CMG RAILROAD CANYON ROAD TYPE II PM ARROW PM AHEAD'PM SIGNING AND STRIPING CONSTRUCTION NO TES, ADJUST VIDEO DETECTION ZONES TO MATCH STRIPING LANE CONFIGURATION. E EXISTING SIGN TO REMAIN. ADJUSTMENT SHALL BE PERFORMED BY QUALIFIED TECHNICIAN. IS INSTALL SIGN AND POST. IM INSTALL FIVE(5)TYPE H YELLOW RETROREFLECTNE MARKERS ON TOP OF RAISED MEDIAN NOSE. RL RELOCATE EXISTING SIGN AND POST. SIGNING AND STRIPING GENERAL NOTES.- ® REMOVE AND SALVAGE EXISTING SIGN AND POST TO CITY YARD. 1. SEE SHEET 30 FOR GENERAL NOTES. PM INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CA-MUTCD STANDARDS. ❑TX INSTALL THERMOPLASTIC 12"SOLID WHITE LIMIT OR CROSSWALK LINE PER CA-MUTCD STANDARDS. ® REMOVE CONFLICTING STRIPING OR MARKINGS BY WET SANDBLASTING. INSTALL o'AS-BU/L T" TB G NSTALL TYPE%G CLEAR RIETROREFLECTNE LANE MARKERS LINE I0 25 SPACING PE.C=INSTAUL TYPE C RED-CLEAR REIROREFLECTNE MARKERS 0 25'SPACING. T8 INSTALL THERMOPLASTIC 8'SOLID WHITE LANE LINE STRIPE. 12 INSTALL THERMOPLASTIC 6'WHITE LANE LINE SKIP STRIPE PER CALTRANS STD.PLANS A20A DETAIL 12. 22 TJW ENGINEERING,INC. 07/22/2019 INSTALL THERMOPLASTIC 6'DOUBLE YELLOW CENTERUNE STRIPE PER CALTRANS STD.PLANS A20A DETAIL 22 RECORD DRAWING NOTE.. 0 25 INSTALL THERMOPLASTIC LEFT EDGE STRIPE ADJACENT TO MEDIAN PER STD.PLANS A20B DETAIL 25. THESE"AS-BUILT'DRAWINGS HAVE BEEN PREPARED BASED ON ACCURATELY 26 INSTALL LEFT EDGE RPM'S ADJACENT TO MEDIAN GUTTER PER STD.PLANS A20B DETAIL 26. TRANSFERRED INFORMATION PROVIDED BY DEVELOPER'S CONTRACTOR AND REWEWED BY CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS 7 INSTALL THERMOPLASTIC 6'WHITE RIGHT EDGE LINE STRIPE PER CALTRANS STD.PLANS A208 DETAIL 27B. VERinCATFON OF THE INFORMATION INDICATED ON THESE RECORD DRAWINGS SHALL 29 INSTALL THERMOPLASTIC 6'DOUBLE YELLOW MEDIAN STRIPE PER CALTRANS STD.PLANS A20B DETAIL 29. BE THE SOLE RESPONSIBILITY OF THE USER OF THESE PLANS 38 INSTALL THERMOPLASTIC 8'WHITE CHANNELIZING LANE LINE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 38. INSTALL THERMOPLASTIC 8'WHITE CHANNELIZING LANE LINE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 38A. 39 INSTALL THERMOPLASTIC 6'WHITE BIKE LANE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 39. g INSTALL THERMOPLASTIC 6'WHITE BIKE LANE INTERSECTION STRIPE PER CALTRANS STD.PLANS A20D DETAIL 39A. V O EXISTING SIGNALIZED INTERSECTION SCALE: 1 = 40 Know what'sbefore yow.0 i O i INSTALL NEW LOOP DETECTOR PER RIVERSIDE COUNTY STD.PLAN 1201 (SEE SHEET 30) Call before you dig. ` J 20 0 20 40 60 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TJW ENGINEERING,INC. SEAL BASIS OF BEARING: APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND Traffic Engineering R DRAWN BY: INC 04/24/18 THEBASISOFBEARING FOR THIS SURVEY THE CALIFORNIA STATE PLANE CITY OF LAKE ELSINORE SHEET 33 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE D 1pOFE6SlpNq COORDINATE SYSTEM,ZONES,NORTHAMERICAN DATUM 1983,AS ASBUILT �H 10-17-19 Transportation Planning e,CA 9261 x`� � Fy DESIGNED BY: JS 04/24/18 6 Venture,Suite 225,Irvine,CA 92618 �y CHECKED BY: TJW 08/27/18 DETERMINED BOTHA PUBLISHEDCALLYBY O CSRNDATAINE SHETS,CONS ECFS"AND SIGNING AND STRIPING PLAN 36 t:(949)878-3509 f:(949)878-3593 m BILL",BOTHAS PUBLISHED ON CSRN DATA SHEETS,BEING N76°00'34"W wwwAjwengineering.com No.69467 RECOMMENDED BY: (EPOCH2O11.00) RAILROAD CANYON ROAD OF SHEETS * Exp.6MI20 BRAD FAGRELL,RCE No.43920 DATE sr CIY\` : SCALE: r'=ao' (FROM STA. 66+00 TO STA. 91+00) FILE No. CITY ENGINEER ��- � AUGUST 27,2018 9re FOPS CITY OF LAKE ELSINORE pF 6n\� DATE: 04/24/18 THOMAS JOSEPH WHEAT R.C.E.No.69467 Exp.fi 30 20 PLOTTED BY:John Stallworth DATE:Jul.22.2019 03,40,20 PM FILE:C:\Usem\John Stallworth\DmDbox ITJW Enaineerina Inc.l\TJW Projects(2)\HAI Proiects\HAI-18-008\HAI18008 Railroad Can—SS Asbuilt 072219.dwa SIGN LEGEND: PM AHEAD' E W3-3 BEGIN SPEED RIGHT RIGHT LANE AUTHORIZED PM'SIGNAL" 39 RlCfli NRN LANE <a> LIMIT LANE MUSTEX. C/G /�EX. S/w tlELIK 50 LSE ENDS TURN RIGHT <> R2-1 50 R4-7 r R8-3o R7-9 R3-7 R 18°X18" 363X36" a75`MQr R4-4 ( ) O OM1-3 R5-it W3_3 30"X36" 24"X30" 30"X30° 12"X18° 36"X36" W4-2(R) W9-1 H +7 _ - 39 36"X36" 36"X36° 36"X36° - RA&R4A0 CANYOAI ROAD W3-3IS 39 ZN EX. RAISED MEDIAN 25 94 - - 12 -- - E R8-3c IRS W4-2(R) W3-3 IS -_ E R3-4 _ M E R4-7 �oo� EX. C/G12 EX. RAISED MEDIAN 25 R2-1(50)/r1J -� - - / --/-- EX. RAISED MEDIAN 26 - - - �W3-3 E "SIGNAL'PM 33-4 -- _ __ 'AHEAD'PM R5-11IS ---- ----- 12 TYP. 1 IN 29 R3-4 IS 39 R5-11 IM SIGNING AND STRIPING GENERAL NOTES.1. SEE SHEET 30 FOR GENERAL • SIGNING AND STRIPING CONSTRUCTION NOTES.• E EXISTING SIGN TO REMAIN. IS INSTALL SIGN AND POST. IM INSTALL FIVE(5)TYPE H YELLOW RETROREFLECTNE MARKERS ON TOP OF RAISED MEDIAN NOSE. RL RELOCATE EXISTING SIGN AND POST. 1Q I/-1 V-BUILT" I� REMOVE AND SALVAGE EXISTING SIGN AND POST TO CITY YARD. PM INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CA-MUTCD STANDARDS. 0 INSTALL THERMOPLASTIC 12"SOLID WHITE LIMIT OR CROSSWALK LINE PER CA-MUTCD STANDARDS. ® REMOVE CONFLICTING STRIPING OR MARKINGS BY WET SANDBLASTING. TJW ENGINEERING,INC. 0712212019 0 T6 � THERMOPLASTIC CLEAR 6 ROLID WHITE LANE EMLINE STRIPE. 25 INSTAUG�E C RED-CLEAR RETROREFLECTNE MARKERS 0 25'SPACING. RECORD DRAWING NOTE. �7 THESE AS-BUILT'DRAWNGS HAW BEEN PREPARED BASED ON ACCURATELY T8 INSTALL THERMOPLASTIC 8"SOLID WHITE LANE LINE STRIPE. TRANSFERRED INFORMATION PROVIDED BY DEvaaPER'S CONTRACTOR AND RENEWED 39 O C BY CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS 12 INSTALL THERMOPLASTIC 6"WHITE LANE LINE SKIP STRIPE PER CALTRANS STD.PLANS A20A DETAIL 12. J` \ 12 •/ VERIFICARON OF THE INFORMATION INDICATED ON THESE RECORD DRAWINGS SHALL 22 INSTALL THERMOPLASTIC 6"DOUBLE YELLOW CENTERLINE STRIPE PER CALTRANS STD.PLANS A20A DETAIL 22 \ O/l/ BE THE SOLE RESPONSIBILITY OF THE USER OF THESE PLANS 25 INSTALL THERMOPLASTIC LEFT EDGE STRIPE ADJACENT TO MEDIAN PER STD.PLANS A20B DETAIL 25. \ OqO 26 INSTALL LEFT EDGE RPM'S ADJACENT TO MEDIAN GUTTER PER STD.PLANS A20B DETAIL 26. \ EX. 7 INSTALL THERMOPLASTIC 6"WHITE RIGHT EDGE LINE STRIPE PER CALTRANS STD.PLANS A20B DETAIL 278. EX. C/G/G INSTALL THERMOPLASTIC 6'DOUBLE YELLOW MEDIAN STRIPE PER CALTRANS STD.PLANS A208 DETAIL 29. \ \ \ 38 INSTALL THERMOPLASTIC 8"WHITE CHANNELIZING LANE LINE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 38. ) INSTALL THERMOPLASTIC 8"WHITE CHANNELIZING LANE LINE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 38A. EX. RAISED MEDIAN 25 _7 IS R81(CA) \ PM"LANE° N'ESMIDGE WA y 39 INSTALL THERMOPLASTIC 6'WHITE BIKE LANE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 39. ARROW 72' g INSTALL THERMOPLASTIC 6"WHITE BIKE LANE INTERSECTION STRIPE PER CALTRANS STD.PLANS A20D DETAIL 39A. \ T6 G In112', 12' ( r--- 3g \ ( a y T 2 PM TYPE N(R) "BIKE° O E%ISTING SIGNALIZED INTERSECTION O; INSTALL NEW LOOP DETECTOR PER RIVERSIDE COUNTY STD.PLAN 1201 (SEE SHEET 30) TYPE II PM \ \ T6(C)50' PM TYPE IV(R) PM'LANE" \ PM TYPE N(L) 38 8 0' ARROW 3 ' PM TYPE N(R)PM TYPE IV(L) I S R4-4 3g E W3 3 PM IGNAL' 39 12 \ � 300 EX. S/W E R3-7(R) 39 12 EX.C/G PM'MEAD' E R2-1(50 \ N 10' \ EX. C/G ,N \ E R4-7OM13TX f EX. S W \ 475'TO - TYPE II PM IM ` 10 - - - - - —UMTT IJNE - c S IM 300'38 R4-7TX — d 39 R7-9 E - OMI-3 E — _ — 4 50'(C T6 - z"'w - :2 _ H TYPE II PM - ADJUST VIDEO DETECTION ZONES TO R7-9 E MATCH STRIPING LANE CONFIGURATION. 'BIKE' ADJUSTMENT SHALL BE PERFORMED BY 'LANE"PM — QUALIFIED TECHNICIAN. ARROW R81(CA)IS 12 W3-3 IS EX. RAISED MEDIAN 25 50'(G T6 39 EX. RAISED MEDIAN 26 PM TYPE N(L) V� o SCALE: 1" = 40' Know what's below. Call before you dig. 20 0 20 40 60 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TJW ENGINEERING,INC. SEAL BASIS OF BEARING: MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND Traffic Engineering R DRAWN BY: INC 04/24/18 THEBASISOFBEARING FOR THIS SURVEY THE CALIFORNIA STATE PLANE CITY OF LAKE ELSINORE SHEET 34 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE D 1pOFE6SlpNq COORDINATE SYSTEM,ZONES,NORTHAMERICAN DATUM 1983,AS 8 ASBUILT 10-17-19 Transportation Planning hvine,CA 9261 x`� � Fy DESIGNED BY: JS 04/24/18 6 t:(949)878-509f:(949) 78 92618 �y CHECKED BY: TJW 08/27/18 DETERMINED BOTHA PUBLISHEDCALLYBY O CSRNINE DATA SHEETS, CONS ECFS"AND SIGNING AND STRIPING PLAN 3 6 t:(949)878-3509 f:(949)878-3593 m BILL",BOTHAS PUBLISHED ON CSRN DATA SHEETS,BEING N76°00'34W www.tjwengineering.com No.69467 RECOMMENDED BY: (EPOCH2O11.00) RAILROAD CANYON ROAD OF SHEETS * Exp.6MI20 BRAD FAGRELL,RCE No.43920 DATE sr CIY\` : SCALE: r'=ao' (FROM STA. 91+00 TO STA. 114+00) FILE No. CITY ENGINEER AUGUST 27,2018 9re FDP� CITY OF LAKE ELSINORE °r Cn\� DATE: oa/24/18 THOMAS JOSEPH WHEAT R.C.E.No.69467 Exp 30 20 PLOTTED BY:John Stallworth DATE:Jul.22.2019 03,40,41 PM FILE:C:\Usem\John Stallworth\DroDbox(TJW Enaineerina Inc.l\TJW Projects(2)\HAI Proiects\HAI-18-008\HAI18008 Railroad Canvon SS Asballt 072219.dwa SIGNING AND STRIPING CONSTRUCTION NOTES: SIGNING AND STRIPING GENERAL NOTES.• E EXISTING SIGN TO REMAIN. 1. SEE SHEET 30 FOR GENERAL NOTES, IS INSTALL SIGN AND POST. IM INSTALL FIVE(5)TYPE H YELLOW REIROREFLECTNE MARKERS ON TOP OF RAISED MEDIAN NOSE RL RELOCATE EXISTING SIGN AND POST. RS REMOVE AND SALVAGE EXISTING SIGN AND POST TO CITY YARD. PM INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CA-MUTCD STANDARDS. ❑TX INSTALL THERMOPLASTIC 12'SOLID WHITE LIMIT OR CROSSWALK UNE PER CA-MUTCD STANDARDS. XX REMOVE CONFLICTING STRIPING OR MARKINGS BY WET SANDBLASTING. T6 INSTALL THERMOP TYPE CL LEAR6•SOLDREFRO HITS LANE M UINE SSTRIIPE.KERS25'C=INSTAINGLL C RED-CLEAR REIROREFLECTNE MARKERS 0 25'SPACING. a C O INSTALL THERMOPLASTIC 8"SOLD WHITE LANE LINE STRIPE 12 INSTALL THERMOPLASTIC 6"WHITE LANE LINE SKIP STRIPE PER CALTRANS STD.PLANS A20A DETAIL 12. 22 INSTALL THERMOPLASTIC 6'DOUBLE YELLOW CENTERUNE STRIPE PER CALTRANS STD.PLANS A20A DETAIL 22 25 INSTALL THERMOPLASTIC LEFT EDGE STRIPE ADJACENT TO MEDIAN PER STD.PLANS A20B DETAIL 25. TJW ENGINEERING,INC. 07/22/2019 26 INSTALL LEFT EDGE RPM'S ADJACENT TO MEDIAN GUTTER PER STD.PLANS A20B DETAIL 26. RECORD DRAWING NOTE ®7 INSTALL THERMOPLASTIC 6"WHITE RIGHT EDGE UNE STRIPE PER CALTRANS STD.PLANS A20B DETAIL 278. THESE AS-BUILT'DRAWINGS HAYS BEEN PREPARED BASED ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY DEVELOPER'S CONTRACTOR AND RENEWED 29 INSTALL THERMOPLASTIC 6"DOUBLE YELLOW MEDIAN STRIPE PER CALTRANS STD.PLANS A20B DETAIL 29. BY CITY OF LAKE ELSINORE INSPEC70RS FROM ACTUAL FIELD DRAWINGS 3g INSTALL THERMOPLASTIC 8"WHITE CHANNEUZING LANE UNE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 38. VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF THESE PLANS® INSTALL THERMOPLASTIC 8"WHITE CHANNEUZING LANE UNE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 38A 39 INSTALL THERMOPLASTIC 6"WHITE BIKE LANE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 39. 9 INSTALL THERMOPLASTIC 6"WHITE BIKE LANE INTERSECTION STRIPE PER CALTRANS STD.PLANS A20D DETAIL 39A O EXISTING SIGNALIZED INTERSECTION i O i INSTALL NEW LOOP DETECTOR PER RIVERSIDE COUNTY STD. PLAN 1201 (SEE SHEET 30) 'BIKE" 13' 13' 8' 13' 13' "BIKE' PM"LANE" WPM R3�SR E EX. DWY ARROW E R81(CA - ) 39 OM1-3 E "LANE' 39 R26(CA) E 38 250' PM TYPE II IS R4-4 IS W4-1 L(R) PM TYPE IV(R) PM TYPE II EX.S/W E BUS PLAQUE 50'G T6 ARROW PM TYPE A EX.S/W TYPE M PM - 39 IS R3-7(R) 12 39 EX.C/G TYPE VI PM EX.C/G TX _ E R61-36(CA MOD - - - - J IM R3-4 11' - _ - - 12 R4-7 124 — OM1-3 E o�— ^' E u 40 lip 4—1 � TYPE N(L)PM r O S C7 N r 405 NE U - TX 8 ( ) 50'(C)T6 11 W74 CA "SLOW -- PM"SIGNAL' PM"AMEAD" IS R4-4 - --—--— PEDESTRIAN E 270'38 --—--—-- —--—- W3-3 IS R3-7(R) E 12 430'38 TRAFFIC'" TYPE N(L)PM )p 39 12 39 R14-1 E EX. RAISED MEDIAN 25 39 EX.C/G TYPE N(R)PM TYPE N(R)PM TYPE N(R)PM EX. S/W R6-1(R) E TYPE II PM RAILROAD CANYON ROAD IE:PM ARROW i 8' 11' 12' 20' 10' 12' 11'15 CANYON HILLS ROAD SIGN LEGEND: RIGHT LANE THRU BEGIN PARKING O . <> �� MUST TRUCK TRAFFIC TRUCK RIGHT TURN LANE n E STOP � BIKE LANE ONLY � TURN RIGHT ROUTE R® MERGE ROUTE nE %KES R1-1 0 N LY R8-3a R81(CA) R3-4 R14-1 <S> LEFT R14-1 R61-36(CA)(MOD) R3-7(R) 24'X18" 24"X18" 54 X18 R26(CA) 30'X30" 12"X8" R4-7 OM1-3 R4-4 12"X18" 36"X36" R3-5(R) 24"X30" 18"X18„ 36'X36' 36"X36' W4-1(R) W74(CA) 30"X36" 36"X36" 48"X48" a. SCALE: 1" = 40' Know what's below. Call before you dig. 20 0 20 40 60 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TJW ENGINEERING,INC. SEAL BASIS OF BEARING: APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND Traffic Engineering R DRAWN BY: NC 04/24/18 THEBASISOFBEARING FOR THIS SURVEY THE CALIFORNIA STATE PLANE CITY OF LAKE ELSINORE SHEET 35 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE D 1pOFE6SlpNq COORDINATE SYSTEM,ZONES,NORTHAMERICAN DATUM 1983,AS ASBUILT RH 10-17-19 Transportation Planning te 225, e,CA 9261 x`� � Fy DESIGNED BY: JS 04/24/18 6 t:(949)878-509f:(949) 78 92618 �y CHECKED BY: TJW 08/27/18 DETERMINED BOTHA PUBLISHED CALLYBY CSRNDATAINE SHEETS, CONS ECFS"AND SIGNING AND STRIPING PLAN 36 t:(949)878-3509 f:(949)878-3593 � � m BILL",BOTHAS PUBLISHED ON CSRN DATA SHEETS,BEING N76°00'34"lN www.tjwengineering.com No.69467 RECOMMENDED BY: (EPOCH2O11.00) RAILROAD CANYON ROAD OF SHEETS * Exp.6MI20 BRAD FAGRELL,RCE No.43920 DATE s CIY\` : SCALE: r'=ao' (FROM STA. 114+00 TO STA. 125+00) FILE No. CITY ENGINEER ��- � AUGUST 27,2018 l9rF FDP� CITY OF LAKE ELSINORE OF 6n\� DATE: 04/24/18 THOMAS JOSEPH WHEAT R.C.E.No.69467 Exp.fi 30 20 PLOTTED BY:John Stallworth DATE:Jul.22.2019 03,40,59 PM FILE:C:\Usem\John Stallworth\DroDbox(TJW Enaineerina Inc.)\TJW Projects(2)\HAI Pmiects\HAI-18-008\HAI18008 Railroad Canvon SS Asbuilt 072219.dwa POLE AND EQUIPMENT SCHEDULE- SIGN LEGEND: CONSTRUCTION NOTES.• CONDUCTOR SCHEDULE ❑1 EXISTING ECONOLJTE TS2 TYPE ASC/25-2100 CONTROLLER HOUSED IN AWG SIZE CONDUIT RUN NUMBER STANDARDS VEH.SIGNAL MTG. PED.SIG. P.P.B. POLE LOC. H.P.S.V. AN ALUMINUM TYPE "P"CABINET TO REMAIN. INSTALL VIDEO DEFECTION N) (F) (E) (E) (E) (E) (E) E HERD REFLECTIVE STREET OR POLE OR CIRCUIT COMMENTS �I )I RACK, HARDWARE, SOFTWARE,AND ALL REQUIRED EQUIPMENT INTO CABLE TYPE Q Q Q Q Q Q Q 0 r'' SIGNAL LUMIN. NAME SIGN(FSNS) 'i ' CABINET PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR SHALL 1 2 3 4 5 6 7 $ - TYPE HEIGHT M.A. M.A. MAST ARM POLE MTG. 0 QUAD A 8 WMINARE MODIFY CONTROLLER TO ACHIEVE INTENDED OPERATION PER PLAN. 01 3 3 3 3 3 3 6 (E) ( 15TS 30' - 15' - SV-2-TB - 6 S (E) (E) 250W - - R3-4 ONLY R9-3c ❑2 EXISTING TYPE III-BF 120V/240V 100 AMP METER SERVICE EQUIPMENT 02 3 3 3 3 3 3 6 (E) (1) 1-A 10' - - - TV-2-T SP-1-T - - (E) (E) - - - R3-8u NCLUDURE W/PHOTOELECTRIC UNIT TO REMAIN. EXISTING BREAKERS 04 3 3 3 - - 3 6 (E) O3 26-4-129 30' 40' 15' 2-MAS SV-2-TB - - - (E) (E) 250W Church Rd - y (1) 100A(MAIN) 05 - 3 3 - - - 3 (E) © 19-4-129 30' 25' 15' MAS SV-3-TB - - - (E) (E) 250W Railroad Canyon Rd - EX. DETAIL 'A' (1) 50A(METERED SIGNALS) #14 06 - - 3 3 3 3 6 (1) 40A(UNMETERED LIGHTING) 06P - - 2 2 2 2 4 (E) Q5 26-4-129 30' 45' 15' 2-MAS SV-1-T SP-1-T - - (E) (E) 250W Church Rd - (1) 15A(METERED IISNS) V-I-T 17 06 PPB - 2 2 2 O RED ❑3 INSTALL 12-LED FLASHING BEACON WITH SIGNAL INDICATION, STANDARD (E) © PPB POST 4'-7" - - - - - 6 S (E) (E) - - - VISOR, 5'X 5" BACKPLATE,AND ALL HARDWARE TO MAKE FLASHING BEACON PPB COMMON 1 1 1 1 1 1 2 (N) (1) 18-2-100 AS - _ Fl F 1NG BE1WNS;W3-3 SIG SYSTEM OPERABLE ON SIGNAL MAST ARM. SPARES 3 3 3 3 3 3 6 30' 30' - 2-MAT - - - - gHOWN 10' BUCON CONTROL AS - F=12'FLASHING BEACON$W3-3 SIGN YELLOW ® FURNISH AND INSTALL MAST ARM MOUNTED SIGN PER CALTRANS STANDARD TOTAL 13 16 21 15 17 20 41 (N) ® BOX 18-2-100 30' 30' - 2-MAT - - - - SHOWN 6' - PLAN ES-7N, DETAIL U. 5 ❑=EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER;POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES (NI(E)=EXISTING(RL)=RELOCATE(RS)=REMOVE AND SALVAGE 12" FURNISH AND INSTALL ITERIS VANTAGE EDGE 2 VIDEO DETECTION SYSTEM SIGNAL COMMON 1 1 1 1 1 1 2❑ O GREEN* WITH ICAMERAS ON SIGNAL MAST ARM PER COUNTY OF RIVERSIDE #10 LUMINAIRE 2 2 2 2 2 2 - C STANDARD 1204 AND MANUFACTURER'S SPECIFICATIONS. INSTALL RACK FLASHER EXISTING PHASE DIAGRAM N MOUNTED HARDWARE IN CABINET AS REQUIRED. CAMERA SHALL BE PROGRAMMED BY THE VIDEO DETECTION CAMERA REPRESENTATIVE. INSTALL TOTAL 5 5 7 3 3 3 2 GREEN* ITERIS EDGECONNECT MODULES FOR FUTURE CONNECTIVITY. 02 _ _ 1 _ _ _ 1 01 02 03 04 I6L EX. 2"C W/(2)#10 LIGHTING, (2)#10 FLASHING BEACON, (1) #6 GROUND. DEC(TYPE"B") 06 1 1 1 1 1- - I - 1 o AS-BUILT W E Q *GREEN INDICATIONS ❑7 EX. 2"C W/(2)#6 SIGNAL SERVICE. TOTAL 1 1 2 - - - 2 ~ ARE SIMULTANEOUS ® EX. 3'C W/(2)#6 SIGNAL AND SERVICE CONDUCTORS TO SERVICE POINT EVP CABLE 1 2 2 1 1 1 3 16' PP#4463579E. CONTRACTOR SHALL CONTACT SCE PRIOR TO MAKING VIDEO DETECTION CABLE(POWER+COAX) 1 2 2 1 1 1 3 15' MODIFICATIONS TO SIGNAL. 05 06 07 08 $ CONDUIT SIZE 3" 3" 3" 2" 2.5"2.5"2-3" TJW ENGINEERING,INC 07/22/2019 Q �n(i F' DUADRANT DETAIL 417E ® ABANDON,IF APPLIED TO CONDUIT,REMOVE CONDUCTORS. RECORD DRAWING NOTE.• -----� PEDESTRIAN/EQUESTRIAN ' R FILL 10 15 17 19 14 16 12 PUSH BURON LOCATION O ® BREAK EXISTING CONDUIT.INSTALL PULLBO%. THESE AS-BUIC T"DRAwNGS NAVE BEEN PREPARED BASED ON ACCURATELY ' EX. 17' HIGH MOUNT (E)=EXISTING; (N)=NEW = DENOTES NEW CABLE iRANSI7:RFRED INFORMADON PROVIDED BY DEVELOPERS CONTRACTOR AND REMfH£D (TOP VIEW) © cJ 04 ® INSTALL NEW CONDUIT INTO EXISTING PULLBO%. BY CITY OF LAKE ELSNORE INSPEC70RS FROM ACTUAL FIELD DRAWNGS 4 r 7 1 ® CONNECT NEW CONDUIT TO EXISTING CONDUIT. NOTE: CONTRACTOR SHALL MOP, BRUSH,AND BLOW EXISTING 7 ® EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. CONDUITS PRIOR TO THE INSTALLATION OF CABLE. IERIRCA77ON OF THE INFORMA DON INDICATED ON THESE RECORD DRAWNGS SHALL EX. RAISED MEDIAN EX. 17' HIGH MOUNT 7' O BE THE SOLE RESPONSIBILITY OF THE USER OF THESE PLANS. EX. S/W O 4� 3 2 2"C:(N)(1)DEC, EX.C/G_ - _ �_ (2)#10 FLASHER EX.S/W 2'C:(1)DEC, RAILROAD CANYON RD _ 4 _ -R� ---- -_ - EX G/G ' �''I OHE � OHE (2)#10 FLASHER pULLBOXON RfW- 2-C:(1)DEC OHE _ EX. R9-3a i1 T T EX.R9-3a 6 � .� -=•- (2)#10 FLASHER r T— ---a••G 8"G I a"G —i°- — ' s"G I PP#4463579E w� u 2"C:(2)#10 FLASHER 3= I 5 6J2L a G \ x IX.OVERHEAD iv T R LINES(SEE DETAIL'B') - 6"RW L_ b{;_01 51 W �_ 111E __.s Rw s"Rw / /� w 5J9U Q E o —6., s 212L EX. EVP 5 EX.EVP 4 - ,.t( C: 54"RW ��04 � wN 212� - - - 5 EX. 13-4 I 54 R= 61 / 30"BE M 54"RW aG e _ 213L3 i��4 4 EX. DETAIL'A' —3o"BE �— tiX2U N -• i 30•8t ` - - _#6 ® X. R9-3a /EX. R9-3a PROP.C G - �? - -R - - -R/W- 2"C:(1)DEC, TRAFFIC SIGNAL GENERAL NOTES. EX. RAISED MEDIAN - / W3-3 4 (2)#10 FLASHER \ 1. ALL WORK, MATERIAL,AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA 9. PEDESTRIAN SIGNAL FACES SHALL BE LED COUNTDOWN TYPE. 3 DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED 2015,THE -AF DEC, CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD 2014),THE COUNTY OF 10. PEDESTRIAN PUSH BUTTONS SHALL BE APS PUSH BUTTONS WITH INTERNATIONAL SYMBOL SIGN S. (2)#10 FLASHER RIVERSIDE TRANSPORTATION DEPARTMENT REQUIREMENTS,THE CITY OF LAKE ELSINORE PLATE PER CALTRANS SIGN SPECIFICATIONS R1Q-3. CONTRACTOR SHALL PROVIDE APS PUSH \ i REQUIREMENTS,AND THE SPECIAL PROVISIONS FOR THIS PROJECT. BUTTON CONFIGURATOR DEVICE IN CONTROLLER CABINET. H 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE 2 11. ALL NEW CONDUIT SHALL BE 3"PVC UNLESS SHOWN OTHERWISE. "C:(2)#10 FLASHER i � RECORDS AND KNOWLEDGE.THE CONTRACTOR, HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT � \ ,sod i Yip HIGH VOLTAGE LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES 12. CONTRACTOR SHALL PLACE CONDUIT BY JACKING OR DRILLING UNLESS APPROVED BY CITY i "iy LINES OR INTERFERE WITH THEIR SERVICE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR ENGINEER OR HIS REPRESENTATIVE. / OR REPLACEMENT OF ANY UNDERGROUND FACILITIES DAMAGED BY HIS OPERATION. PHONE UNDERGROUND SERVICE ALERT 811 MINIMUM 48 HOURS IN ADVANCE. 13. ALL TRAFFIC SIGNAL DEFECTION, SIGNING, PAVEMENT MARKINGS,AND STRIPING FOR ALL DIRECTIONS A" W 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES AND SHALL BE COMPLETED PRIOR TO TRAFFIC SIGNAL ACTIVATION. CURB/BERM FLOW LINE i O O COMMUNICATION UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. IT OR EDGE OF SHOULDER LINES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF 14. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED INCLUDING SCE. CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE p 4. THE CONTRACTOR SHALL POTHOLE PROPOSED TRAFFIC SIGNAL POLE LOCATIONS FOR UNDERGROUND INTENDED OPERATION.15. ALL WIRING AND EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR UTILITY CONFLICTS PRIOR TO ORDERING POLES. PHASE IDENTIFICATION. CURB F PATH OF11 hL ® O ® 5. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR 16. UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. ` I UNLESS OTHERWISE SPECIFIED. -B.C.R. - t -- -- 17. SEE CALTRANS STD. PLAN ES-lA AND ES-1B FOR SYMBOL AND ABBREVIATION LEGEND. •g' 6. ALL RED,YELLOW,AND GREEN SIGNAL INDICATIONS,AND PEDESTRIAN INDICATIONS SHALL BE LIGHT EMITTING DIODE (LED). SIGNAL LENSES SHALL BE 12"WITH BLACK METAL HOUSING,TUNNEL 18. ALL VEHICLE DETECTION SHALL BE VIDEO DETECTION EXCEPT FOR ADVANCE LOOPS OR RADAR NVO�T: FOR'A'AND'B'DIMENSIONS,SEE POLE SCHEDULE VISORS,AND BACKPLATES. DEFECTION. DETECTION ZONES FOR VIDEO DETECTION SYSTEM ARE SHOWN AS A GUIDELINE ONLY OR As DIRECTED BY ENGINEER PLAN VIEW AND ARE NOT A PHYSICAL INSTALLATION. (TYPICAL SIGNAL POLE PLACEMENT,UNLESS SHOWN ON PLANS) 7. THE LOCATION OF SIGNAL POLES, CABINETS,AND OTHER EQUIPMENT SHOWN ON THE PLAN IS SIGNAL STANDARD PLACEMENT DIMENSIONS DETAIL ABA APPROXIMATE.THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER OR 19. ALL SALVAGED EQUIPMENT NOT REUSED PER PLAN SHALL BE DELIVERED TO THE CITY OF LAKE AND EQUIPMENT LOCATIONS B ENGINEER'S REPRESENTATIVE. ELSINORE CITY YARD UNLESS OTHERWISE DIRECTED BY THE ENGINEER IN THE FIELD. OVERHEAD ELECTRICAL CLEARANCE FROM CMG FG SCALE: 1" = 20' Know what's below. POLE 7 TO EXISTING LINES 8. STREET NAME SIGNS SHALL BE EDGE-LIT LED III PER COUNTY OF RIVERSIDE STANDARD 1200. 20.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE VIDEO DETECTION CAMERA, EVP, CCTV Call before you dig. (N.T.S.) 10, IISNS SHALL HAVE WHITE LE TERS ON BLUE BACKGROUND WITH CITY LOGO AND "CITY OF LAKE CAMERA,AND OTHER SPECIAL EQUIPMENT MANUFACTURER'S REPRESENTATIVES AT THE SITE DURING ELEVATION VIEW ELSINORE" BELOW STREET NAME. INITIAL TRAFFIC SIGNAL TURN-ON/ACTIVATION. 10 0 10 20 30 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TJW ENGINEERING,INC. SEAL BASIS OF BEARING: MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT Al CITY AND Traffic Engineering& DRAWN BY: JS 04/24/18 THE BASIS OFBEARING FOR THIS SURVEY THE CALIFORNIA STATE PLANE CITY OF LAKE ELSINORE SHEET 36 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE D QAOFEss/ONq COORDINATE SYSTEM,ZONES,NORTHAMERICAN DATUM 1983,AS 1Q ASBUILT 110-17-19 Transportation Planning Consultants P� � sy DESIGNED BY: JS 04/24/18 ml 6 Venture,Suite 225,Irvine,CA 92618 5 �y CHECKED BY: TJW 08/27/18 DETERMINED LOCALLYBY THELINEBEEMEEN CSRN CORSECFS"AND TRAFFIC SIGNAL MODIFICATION PLAN 36 b(949)878-3509 f:(949)878-3593 m "BILL",BOTHAS PUBLISHED ON CSRN DATA SHEETS,BEING N76'00'34"W ww Ajwenglneering.Com s No.69467 9 RECOMMENDED BY: (EPOCH2O11.00) RAILROAD CANYON ROAD OF SHEETS * Fxp,fi130120 BRAD FAGRELL,RCE No.43920 DATE SCALE: 1"=40' A T CHURCH ROAD FILE No. CITY ENGINEER /�/J — CIVIC P CITY OF LAKE ELSINORE F AUGUST 27,2018 r9rF op CAILF�Q� DATE: 04/24/18 THOMAS JOSEPH WHEAT R.C.E.No.69467 Exp.6 30 20 PLOTTED BY:John Stallworth DATE:Jul.22,2019 03:21:18 PM FILE:CAUsers\John Stallworth\Dropbox(TJW Engineering Inc.)\TJW Projects(2)\HAI Projects\HAE18-008\HAI18008 Railroad Cyn Church TS Asbuilt 072219.dwg s,ss PRELIMINARY l J Not For Construction (/ EXISTING 50, Goss C E, RM:1-AG SPAN WY 3/8'-200'ABOVE 1-AG SPA! 3/8'-200'I WY IN:1-AC SPAN Y 9/32'-200'MORE TH IN 1-AG SPAN WY 9/32'-200'i1iiACH 0 EXISTING 4163815E THE CITY a LAKE/Eys�� /// ✓ EXISTING 4435662E 7 1-AG SPAN WY 9/SY-20W MOB nIAMR U.SCV 1 50' Cl—C2 RM 1-AS SPAN GUY 9/3Y-2W AG SPAN WY 9 32'-200'MORE THAN 225NV N:1-AG SPAN GUY 9/52•-N10 MORE THAN 225NV ATTACH O W.5' / N:1-AC 9°/N GUY 9/3Y-200'ATTACH 0 M5 fff jp InlelaE j• AG SPAN WY 9/32'-200' o V / IN:1-AG SPAN WY 9/32'-200'MWE THAN 225NV,ATTACH 0 41 f IN:1-AG SPAN WY 9/32'-200'ATTACH 0 34' LQ EXISTING 4163813E 4 �G / 50' pap G2 \� RM 1-AG SPIN GUY 9/JY-2W'YGRE THAN �• IBE 1-AG SPAN GUY 9/3Y T \\ N:1-AG SPA!C 9/52'-200'MORE 7NIN ATUaI 0 41.P5 P> •� ,.,ram /'/® ELSIN L VALLEY N: r 1-AG 9'AN• Y Ill-200'ATrAa1 W j ��� 4163818E 12 i' MUNaPALwarEaDLsrraL-r \ /�� 40'CLASS 4 WOOD FULL TREAT MOAE THAN 22.5KV ATTACH 0 32(S) 0, LESS THAN 22.5KV ATTACH 0 31'(S) -- ---'°'-- — • :1-AG ANCHOR ROD 1•X 10'J-EYE W/Pufl:W/9'LEAD(S) RM 4163818E 11 40' aase C4 RM:1-POLE 40'CLASS a WOOD FULL TREAT RM:1-AG DOWN WY 9/32'-50'MORE THAN 22.5KV R $ P+ RM:1-AG DOWN WY 9/3'-50'LESS THAN 225KV X: 11-AG SIDEWALK WY NDTE,WAR RFPIAW PM:1-AG ANCHOR ROD 1'X 10'3-EYE W/PLATE PRELIMINARY PAR Not OF OET-FOIE T IF K I 1 �la fy,�_ Not For Construction RM 4163816E 8 \ so 35' Cl—FU 2 RIM:1-POLE 35'CLASS 2 WOOD Cl—LL TREAT RM:1-AG DOWN WY 9/3Y-50'MORE THAN 22.5KV I9 �sl s �� RM:1-AG SOWN WY 9/32'-50'LESS THAN 22SKV .����.�� c RM:1-AG SIDEWALK WY THIS PUN APPRO.ID As TO LOCAWN 2 45. \4741—C2 / -- �`P'' T� \� WESTERN WVERSIOE COUNTY RM:1-AG ANCHOR ROD 1'X 10'3-EYE W/PLATE AN°T''PE Of°caRn wasRNCIIRR.s RM:1-POLE 45'CLASS 2 WOOD FULL TREAT_ 40' CIDSS CI IRE cONSERVATION AUYHORITY RM:1-AG DOWN GUY 9/32'-SO MORE THAN 229IV-- RM:1-POLE W'MASS 1 WOOD FULL TREAD RM:1-AG SOWN GUY 9/327-SO'LESS THAN 225NV RM:1-AG DOWN GUY]/1Tv-50`MW THAN 22.SKY RM:1-AG SIDEWALK OU ARM.T—AG 1AMW!"WY 7/16'-50'LESS THAN 22.5KV TV— RM:RM:1-AG ANCHOR ROD 1'X 10'3-EYE W/PLATE RM:1-AG AN ROD 1'X 10'3-EYE W/PLAIE POLE 4163816E 9 EA,< 36 aa36 C3 Dv/R Mal w.Sl,Ka Dab EDISON POLE 35'CLASS 3 WOOD FULL TREAT DrI91:w1 ,,,"•,• , POLE 4709316E 6 POLE 4673124 N:1-AG DOWN GUY 3/8'-50'MORE THAN 22.5KV ATTACH 0 28'(S) 3 ' Cl­CI IN:1-AG DOWN GUY 3/8'-50'LESS THAN 22.5KV ATTACH 0 27'(S) W' 40'a..C3 IN:1-POLE 40'CLASS 1 WOOD FULL TREAT IN:1-AG ANCHOR ROD 1'X 10'3-EYE W/PLATE W/9'LEAD(S) •� IN:1-I POLE 40'CLASS 3 WOOD FULL TREAT IN:1-AG DOWN WY 3/8'-50'MORE THAN 22.5KV ATTACH 0 2Y(S) R...N:1-AG DOWN WY 3/8'-50'MORE THAN 225NV ATTACH 0 31'(S) IN:1-AG DOWN WY 3/8'-50'LESS THAN 22.5KV ATTACH 0 24'(S) CHANGES IN THESE PUNS WILL REQUIRE D W a W 1W 1W IN:1-AG DOWN WY 3/8'-50'LESS THAN 22.5KV ATTACH 0 30'(S) IN:1-AG ANCHOR ROD 'X 16 3-EYE W/PLATE W/9'LEAD(S) AN ADDmoNAL 3 TO a WEEKS AND f 4W IN:1-AG ANCHOR ROD 1'X 10'3-EYE W/PLATE W/9'LEAD(S) CUSrOMER WILL BE CHARGED IN ADVANCE FOR REQUESTED CHANGES. mw....brvPe 88—NLQOIIM IYrt WFBRO-5B�]B = 1-2e0.RM 0 1MMLSFNO.Y E 1RC5O85K �7 N�N AAa 15 -ROATE FACAITES E Pm' 'DC RIV As ELS(DRE HUNSAKER&ASSOCIATES- IRVINE, INC. 07124119 1 ""s44-1ear1 y REiocATari STREET PMPIROVEMEHTS RECORD DRAWING NOTE: RAIAOAD CYN RD E/O GRAPE ST-TASSEL WY CANYgI LAKE CA 92530 THESE"AS-BUILT'RECORD DRAWINGS HAVE BEEN PREPARED BASED Ea a ,N A— a�wlo Na ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY THE S.utham C011hm10 Etlbon Campmy 2 W 3 1014940_0.01 MURROW CONSTRUCTION MANAGEMENT AND REVIEWED BY CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF THESE PLANS. Al II \YI PREPARFDBY.' Pllvl^I II rIRECORD DRAWING�� ®HUNSAKER&a�50rt MATES RAILROAD CANYON ROAD SCE POWER POLE ,N.Ne.•." "`..uo..�N "` ''" LOCATION EXHIBIT w SHEET 1 OF 2 A PLO11E0 BY:GPmR rmr DAIS:Jun.14.2018 W.38:26 om,Av 2�O D: Cdl z Ful WOAWa DwA In AtlWIIGe z wm THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3^ MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT Al DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 6A ®HUNSAKER &ASSOCIATES goFEssla a 1 AS-BUILT CHANGES SHOWN PER PLAN. RH 07124119 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C E�eooN cR N'9< DESIGNED BY- SS 01/18 PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, o PUNNING • ENGINEERING • SURVEYING .� 9�Fy AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS°ECFS" STREET WIDENING PLAN z Ag A � Thbe Hu*m•IMm,CA92618 i:T9491 5 83-1 01 0•FM HMI)M8 59 m? CHECKED BY: OF 01/18 AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN of 3 6 z m LPNiGS 9�6�16 UNDER THE SUPERVISION OF: ExP�os 93o11 81a A RECOMMENDED BY: N76°DO'34"W(EPOCH 2011.00) SHEETS RAILROAD CANYON ROAD BRAD FAGRELL, RCE No. 43920 DATE I sr v SCALE: AS SHOWN FILE NO. CITY ENGINEER - '6 ,p 9r c1V1L o�� FROM GRAPE ST. TO CANYON HILLS ROAD 21�1! 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RECORD DRAWING NOTE: rtoaRl00E'12xv a3Kv Rlv 86T As •�• ELSINORE :A2-M A CHANCES IN THESE PLWS WILL REQUIRE THESE"AS-BUILT" RECORD DRAWINGS HAVE BEEN PREPARED BASED "• -1^"}1 " REiocnnoa STREEE-IMPRovEMMD44TS AN ADDHRCNAL 3 TO 4 WEEKS AND ON ACCURATELY TRANSFERRED INFORMATION PROVIDED BY THE CUSTONER WILL BE CHARGED IN ADVANCE RAILROAD CYN RO E/O OR APE ST-TASSEL WY FOR REQUESTED CHANGES. MURROW CONSTRUCTION MANAGEMENT AND REVIEWED BY CANYON LAKE.CA 92530 CITY OF LAKE ELSINORE INSPECTORS FROM ACTUAL FIELD DRAWINGS. sA+Are R Ian cwa,aw e,a..D ..aw.A•¢* 10M VERIFICATION OF THE INFORMATION INDICATED ON THESE RECORD ' anseuu�n calRa.�le Eai.en canPar 3 a 3 1014940_0.01 DRAWINGS SHALL BE THE SOLE RESPONSIBILITY OF THE USER OF THESE PLANS. L loll, II \YI PREPAREDBY.' �Ilvl^I�I 0 rr rr �:rcM RAILROAD CANYON ROAD RECORD DRAWING ®HUNSAKER&ASSOCIATES SCE POWER POLE a.Ne.•.""�"`..am.rwar H N>o•n LOCATION EXHIBIT w SHEET 1 OF 2 A PlAT1ED BY:Garrett beer WiE:Jun.14.2D18 10:05:51 m —F:\102U\En9inee g\0.LPro1en1\­NSCE O,~A,, O CdQO OQ����"1 P 0 0 a Cdl2 Ful Nbll7p DOA hAd— THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3^ MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET3 6 B ®HUNSAKER &ASSOCIATES goFEssrO �a AS-BUILT CHANGES SHOWN PER PLAN. RH 07124119 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N C E�eooN GR N'9< DESIGNED Bv: SS 01/18 PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, o PUNNING • ENGINEERING • SURVEYING .� 9�Fy AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS°ECFS' STREET WIDENING PLAN z oe —j(E � Throe HugMs•IMne,U92618 iH:19{91 5 83-1 01 0•FX:1949J 583-0]59 m'? CHECKED BY: OF 0,/18 AND"BILL-, eorH As PUBLISHED ON csRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN OF 3 6 z m +I T ( 916116 UNDER THE SUPERVISION OF: ExP�os 93o81a A RECOMMENDED BY: N76'00'34'•W(EPOCH 2011.00) SHEETS `? RAILROAD CANYON ROAD BRAD FAGRELL, RCE No. 43920 DATE ' I,p sr v SCALE: AS SHOWN FILE NO. CITY ENGINEER - G 9rF crvl o�� FROM GRAPE ST. TO CANYON HILLS ROAD o CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE oFCALIF DATE: SCE POWER POLE LOCATION EXHIBIT �3 PLOTTED BY: Oscar Hermosillo DATE: Oct. 01, 2019 08:23:06 AM FILE: F:\1020\Engineering\OA-Project\Imp-Street\SHT36B.dwg