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HomeMy WebLinkAboutRailroad Canyon Road SIP CONSTRUCTION NOTES& ESTIMATE OF QUANTITIES CONSTRUCTION NOTES& ESTIMATE OF QUANTITIES 5' TRANS. 5' 5' TRANS. 0. DESCRIPTION QUANTITY UNITS NO. DESCRIPTION QUANTITY UNITS COW. '-6" .'-6" OWN DEMOLITION NOTES: EROSION CONTROL CONSTRUCTION NOTES: 1 SAWCUT&REMOVE EXISTING PCC U-GUTTER 11,429 L.F. 8D INSTALL SILT FENCE AT DAYLIGHT PER DETAIL ON SHEET 29 AND CASQA BMP SE-1 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. f\ A N 3 REMOVE&DISPOSE OF EXISTING CHAIN LINK FENCE 1,909 L.F. 82 INSTALL SCREENED CATCH BASIN INLET PER DETAIL ON SHEET 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. `--" "--"" iv "---'-- ---- 5 REMOVE&DISPOSE OF EXIS77NC 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"SO, 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 II PER DETAIL BELOW 1 �78"PVC PIPE PER PLAN 7 REMOVE&DISPOSE OF EXISTING DROP INLET STRUCTURE 4 FA. - A 6 REMOVE MARKETING SIGN AND RETURN TO OWNER 10 EA. PAVEMENT REHABILITATION CONSTRUCTION NOTES: 9 REMOVE&DISPOSE OF EXISTING ABANDONED PEDESTAL 1 EA. �N 10 REMOVE&DISPOSE OF EXISTING PCC SIDEWALK 83 S.F. 91 COLD MILL EXISTING PAVEMENT(2"MIN.)&INSTALL GLASPAVE50 PAVING MAT INTERLAYER OR APPROVED EQUAL WITH(2"MIN.)AC OVERLAY,,SEE DETAIL ON SHEET 10. 432,132 S.F. GALV,14 REBAR 10 REMOVE&DISPOSE OF EXISTING K-RAILS 21 L.F. (B TOTAL) 9 REMOVE&REPLACE EXISTING 5.5"AC OVER 6"AB 354.064 SF 74 GRATE ASSEMBLY ROUGH GRADING NOTES: CONSISTS OF 8-ER OF WELDED(TYP.) AROUND PERIMETER BARS, EVENLY SPACED 0 CONSTRUCT 3'WIDE PCC •Y"DITCH PER DETAIL HEREON 6,907 L.F. C.M.P. WELDED TOP& 11 CONSTRUCT PCC DRAIN PIPE STRUCTURE PER DETAIL HEREON 1 EA. BOTTOM 1/2"X 2'GALV STEEL STRAP 15 NOT USED - - NTH 3/8"CALV.BOLT 16 NOT USED - - DRATE ASSEMBLY DETAI 17 ADJUST EXISTING SIGN TO GRADE 3 EA. 5, STREET CONSTRUCTION NOTES: 2'6" 2'6"_ 1 20 CONSTRUCT 5.5"AC OVER 6"AB. STRUCTURAL SECTION TO BE VERIFIED BY PROJECT SCOPE SPLASH WALL SOILS ENGINEER DURING GRADING AND WITH APPROVAL OF THE CITY ENGINEER. 154,609 S.F. r PER R`_ 11 CONSTRUCT 8"TYPE "8"INTEGRAL CURB&GUTTER PER CITY OF LAKE ELSINORE I - - LEVEL �I STD. PLAN NO. 201. 11,808 L.F. 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.210. 20,715 S.F. INLET ELEV SHOWN ON PLAN - -- SEE CONSTRUCTION �, REDUCER 24 RECONSTRUCT MEDIAN CATCH BASIN&LOCAL DEPRESSION PER DETAIL ON SHEET 4. 3 EA. NOTES FOR PAVED 18'C.M.P. OR H.D.P.E 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 LA. �\ CONCRETE DRAIN TO PIPE INLET DETAIL 17 ADJUST EXISTING TELEPHONE MANHOLE TO GRADE 5 EA. ADJUST EXISTING SCE PULL BOX TO GRADE, T EA. �J NOT TO SCALE 29 CONSTRUCT SIDEWALK AROUND POWER POLE(PARKWAY OBSTRUCTION)PER CITY OF LAKE i ELSINORE STD. PLAN NO.213. 21 EA. 30 ADJUST EXISTING GAS VALVE TO GRADE. 3 EA. z:1 stove MAX. 31 ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE. 3 EA. 36" 32 ADJUST EXISTING ELECTRICAL PULLBOX TO GRADE. 2 EA. 18" '8" nL" 33 RELOCATE EXISTING TELEPHONE RISER PER PLAN. 1 EA. ^�;UI 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 N0. 604A&6048. 154 LF. 36 INSTALL CITY IMPROVEMENT PROJECT CONSTRUCTION SIGN PER CITY OF LAKE ELSINORE STD NO. 600. 2 EA. a CON ( SEE CONSTRUCTION Norfs 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 D.F. HEREON ( ) ^ 41 INSTALL 24"RCP(D-PER PROFILE)&BEDDING PER RCFC&WCD STD. NO. 0815 19 L.F U 3' CONCRETE "V"—DITCH 42 CONSTRUCT CATCH BASIN N0. 7 PER RCFC& WCD STD. CB 100(L PER PLAN) WITH NOT TO SCALE CATCH BASIN MARKER "NO DUMPING, DRAINS TO LAKE"BY DAS MANUFACT. 3"x 5 1/4"DURACAST STORM DRAIN MARKER 10 EA. 43 REMOVE EXISTING CSP RISER AND CUP PIPE AND ANY INTERFERING PORTION OF RCP &JOIN EXISTING STORM DRAIN 2 EA, 44 j CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC&WCD STD. NO.JS227 6 EA. NOTICE TO CONTRACTOR 45 1 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STD. NO. M803 1 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.6-655. 7 EA. 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. 8-662. 7 EA. PUBLIC OR PRIVATE UTILITIES SHOWN OR NOT SHOWN HEREON. 63 ADJUST EXISTING VALVE BOX TO GRADE 5 Fil. 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. ` CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT — - 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 FA. 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. THE CONTRACTOR AND ALL ITS SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO EVMWD CONSTRUCTION NOTES-DELETABLE: THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED, THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL AC COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS"OF THE U.S. DEPARTMENT OF LABOR,AND THE STATE OF CALIFORNIA 70 RELOCATE EXISTING AIRN ASSEMBLY PER EVMWD STO. DWG. W-18. 1 EA. DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". 71 RELOCATE EXISTING METER PER EVMWD STD. DWG. W-T 1. 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 STD.DWG.L-2. 1 EA. -C OR STRUCTURES FOUND AT THE SITE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO N077FY THE ENGINEER AND OWNERS OF ANY DISCOVERED 73 RELOCATE EXISTING 4"BLOW-OFF ASSEMBLY PER EVMWD STD. DWG. W-19. 1 UNMAPPED UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND u SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 74 ADJUST EXISTING VALVE TO GRADE. 44 A 0 0 0 ff4�P 0 0 75 ADJUST EXISTING SEWER MANHOLE TO GRADE. 11 Efi. u adl2wW, VD,n� z+ PREPARED BY: SEAL BASIS OF BEARING: 3 MARK REVISIONS APPR. DATE THE SAPPROPRIATE CONDITIONS IOF DEVELOPMENTIAND/ORITH DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CITY OF LAKE ELSINORE SHEET CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ® H U N 1 1. N & ASSOCIATES QROF ESg/ L � JN c °t DESIGNED BY: SS 01 18 PLANE COORDINATE SYSTEM,ZONE 5,NORTH AMERICW DATUM 7983, I a G I N E I N C �v.°°o Ry y�y / AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS' ° PLANNING • ENGINEERING • SURVEYING STREET WIDENING PLAN Th—K IM.,CA92618-PH:(%9)511010-W90583U)59 y4 me CHECKED BY: OF 01/18 36 x= z AND^BILL',BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN of =� UNDER THE SUPERVISION OF: No.4e11e m RECOMMENDED BY: N76°00'34"W(EPOCH 2011.00) SHEETS G. EXP.09-30-18 a RAILROAD CANYON ROAD s; BRAD FAGRELL, ROO No. 43920 DATE � s,, r SCALE: AS SHOWN FILE No. CITY ENGINEER -��c-�-` qrF a1vl� a�I FROM GRAPE ST. TO CANYON HILLS ROAD �a CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE OF CALIF DATE: CONSTRUCTION NOTES & DETAILS 1%- =ci K3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:35:11 AM FILE: F:\1020\Engineering\OA-Project\Imp_Street\SHT02.dwg PR. PR, NLY SYY R/W wyY 110' PR, PR. N1Y SLY 11.75t B6t 12.25' J RAV RAV 3.75t I Bt 43.25 t 42.75' S' J' 4.25'I1 T] 110, I 12.50t VARIES:85.75t TO 85,25t _ VARIES: 11.75'-12.25' EX 2:1 SLOPE 1 I 4.50t 8t 42.50t VARIES'4315'-42.75' S' 3' 3.75' 1 T'- STREET FS I I I _ 2'OVER-EXCAVATION ' I (&0J SAWCUT LINE I 2'OVER-EXCAVATION Sri `EX. 8" CURB&GUTTER 1.-,I _ / I SAWCUT LINE STREET FS O I / EX. SIDEWALK - STREET FS m I - (60tt 1 o TC PER N I/� STREET FS T- - - 1 TC PER N /.� EX. MEDIAN C&G -��� ll '-^ --- --- - I`- PLAN `� (2.0$ 2 0%t} - --F; T l(.1�--__(2.D$f� N PLAN 2,0$ EX 3/4:1 SLOPE I EX. 2:1 SLOPE I J}' 2.0% EX. 3/4;1 SLOPE ) (=- EX MEDIAN CURB � � / 1 EX. MEDIAN CURB EX. MEDIAN CURB iy ROUGH GRADING DAYLIGHT ROUGH GRADE LINE � / 1 �L -_J J ROUGH GRADING DAYLIGHT _ ROUGH GRADE LINE C / J B"CURB&GUTTER EX. 8"CURB&GUTTER ��J 8" CURB&GUTTER EX. SIDEWALK 3' i' 3• i• 28.50' 1 11.25' 4' 28,50' 11,75' 4' 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'TY SLY PR. PR. R/YY R1W N'LY SLY _..._0 VARIES: 7 11 ' 12.50' 75' 11 J5' 10'-102' _ 14.50' 4' 4' 42.50' 43.25' S' 3' 3.75'f VARIES: 12.50'-12.25' VARIES: 35.75'-82' _ _I VARIES: 11J5'-7.75' VARIES. 4.50'-4,25' 4' 4' VARIES.'42.50'-4D.75' - VARIES., 43.25'-41.25' y_5' 3' VARIES:3.75'RT TO 0.5'LT I i - I I k I 2'OVER-EXCAVATION �' SAWCUT LINE SAWCUT LINE ROUGH GRADING I TC PER STREET FS STREET FS 2'OVER EXCAVATION 1 DAYLIGHT I j 20$ PLAN (2.0%t) —+ — TO PER cn• I SAWCUT LINE SAWCUT LINE p,p __ —— __ PLAN EX. 3 4 1 SLOPE STREET FS STREET FS m o 1 ER 2:1 SLOPEI ,I, -- r — N - - 20% / DAYLIGHTRgDING I TC PER — TO V` y J / PLAN T T PLANER "� �EX. 3/4:1 SLOPE EX. MEDIAN CURB EX. MEDIAN CURB 2,0X —(2_�)— —f ———�2 0 )—1— Ty 2.011 `�•-' �` EX. MEDIAN CURB 2'OVER-EXCAVATION ROUGH GRADE LINE ROUGH GRADE LINE —J /� ROUGH GRADING DAYLIGHT I l ^ EX. MEDIAN CURB N //1 ROUGH GRADING DAYLIGHT 8"CURB&GUTTER ---'�J ROUGH GRADE LINE ROUGH GRADE LINE) `-J /J 0� 2'OVER-EXCAVATION \ i 3• 1' � 8"CURB&GUTTER 4' 12,50' 27' 28.50' 11,75' 4' 1' 3' 3' 1' ti ^- "- --- VARIES: VARIES: __ — O� 4' 12.50'-10.75" ,T VARIES:28.50'-26' 11.75'-12.25' 4' RAILROAD CANYON ROAD-ROUGH GRADE SECTION 3-3 RAILROAD CANYON ROAD-ROUGH GRADE SECTION 4-4 FROM STREET STATION 17+9&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 NI LY SLY PR. PR. R � Sty 102' ,J RlW VARIES: 12.25'-10.75' I I B3.0' 1 VARIES. 775'-8.75' I VARIES: f0?-110, VARIES:4.25'-2.75' 4' 4' VARIES.'40.75'-42.25' VARIES., 41.25'-40.25' 5' 3' VARIES VARIES: 10.75'-9.36' VARIES:82.50' .69' VARIES:8.75'-10.75' r„ SEE PLAN VARIES:2.75'-0.76' 4' 4' VARIES:42.25'-4764' VARIES;40,25'-42,25' 5' 3' VARIES.0.75'-3' 2'OVER-EXCAVATION a a SAWCUT LINE m PLANER c�'n _ I I STREETIT p FS� N 2 0 EX. H G SLOPE I 2'OVER-EXCAVATION ill ROUGH GRADING DAYLIGHT r IV J SAWCUT LINE4 SAWCUT LINE SAWCUT LINE __— I _ - --,� J 1 1 STREET FS -Y r' fi - I J r STREET FS - STREET FS f. 'ROUGH GRADE LINECCC B. CURB&GUTTER ROUGH GRADING � TC PER - - rr- T ------1 - TO PER N ROUGH GRADING I 7C PER .(T )_-' yyy DAYLIGHT 2.0$ P (2.0-Rf)- -� `- (20�-t) 1I PLAN .�(� DAYLIGHT I. Z0$ cs PLAN ORf) - / EX. MEDIAN C&G VARIES 3' 1' 2.ORf y� Tv 2.0% EX. 2:1 SLOPE (T- EX. MEDIAN CURB _ VARIES:26'-25' f2.25'-13.25' 4' EX. 2:1 SLOPE 1 /1 EX. 2:1 SLOPE �^ _ --�---_--- ,� 7 i N EX. MEDIAN CURB �EX. MEDIAN CURB w I ROUGH GRADING DAYLIGHT _ -- ROUGH GRADE LINE ROUGH GRADE LINE) ROUGH GRADE LINE L___ _ J L -J 2'OVER-EXCAVATION i 6"CURB&GUTTER 2'OVER-EXCAVATION VARIES: VARIES: 3 1 - VARIES., 4' 12,25'-16.64' -- VARIES:2T-28'_ - VARIES:25'-27' 11.50'-12.25' 4' 4' 10.75'-12.25' _ 27' 'il O - - -- H 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 (PUBLIC) (PUBLIC) i NOT TO SCALE NOTE-SEE SHEET 22-27 FOR PAVEMENT REHABILITATION NOT TO SCALE i MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: C�TY OF LAKE ELSINORE SHEET 3\THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ® DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE 3 z o CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I RN SA ICER E ASSOCIATES Q50ESS Ia o pN c w9! DESIGNED BY: SS Ot 18 PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, G I R V I N E r I N C 4r a R / PUNNING • ENGINEERING • SURVEYING �� ,� AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN 3 6 v, �' CHECKED BY: OF 01 18 ,� (r TNw Huglw•IMro,U 9]file•PH:(949)50.L1010•F%:(9/9)SB3-0)59 y 4 $ / AND"BILL",BOTH AS PUBLISHED ON CSRN DATA SHEETS,BEING UNDER THE SUPERVISION OF: No.49118 ^ RECOMMENDED BY: N760034"W(EPOCH 2011.00) & PAVEMENT REHABILITATION PLAN OF SHEETS _ K EXP.09-30-18 A RAILROAD CANYON ROAD -A- CITY ENGINEER RBRAD FAGRELL, No. 43920 DATE �G `� gIG/�� s�9r cIv` Ar SCALE: AS SHOWN FROM GRAPE ST. TO CANYON HILLS ROAD FILE No. 3a CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE fOFCAUF� DATE; STREET SECTIONS \�� a? �s __ PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:35:16 AM FILE: F:\1020\Engineering\OA—Project\Imp_Street\SHT03.dwg PR. PR. PR. fE PR. N'LY STY RAN RAV I VARIES: 11OL116' 9.25f VARIES:90t T 91.25± VARIES: 10.75'-14.5' I VARIES: 110'-101' VARIES 4' ARIE5 47.75� VARIES:42.25'-43.50' 5' 3' VARIES: 1.5'-6.5' VARIES 14.75'-i3' VARIES:8.75'-8L50' VARIES:9.5 ' VARIES: 6.75'-5' 4' 4' VARIES:42.25'-40' VARIES 4350'-41.50' S' 3' VARIES: TO 0.7.50'RT TO 0.50'LT I j I I 2'OVER-EXCAVATION �kxi j SAWCUT LINE Q / I 2'OVER-EXCAVATION Y STREET FS STREET FS m o I 7 SAWCUT LINE SAWCUT LINE 1 TC PER }l� EX. 2:1 SLOPE (2,OXt -_- -- m PLAN � ;, TO PER IrSTREET FS STREET FS TO PER N / �_�I (1,OX) - --) -- y `( -_ _1 lv _- 2�,' ) % EX.2:1 SLOPE ROUGH GRADING I o PLAN I - (2.02 ) ___ ?'�-_---) PLAN "1 I 5� `1 Z S - 111 J ,l DAYLIGHT 2.OX L (2pXt } -_ EX. MEDIAN CURB EX. MEDIAN CURB _2.OSt N 2.0X EX 2:1 SLOPE N •< iROUGH GRADING DAYLIGHT EX. 2:1 SLOPEJL _J I'll ,, I EX. MEDIAN CURB `EX. MEDIAN CURB N,: I ROUGH GRADING DAYLIGHT `EX. 6"CURB&GUTTER ROUGH GRADE LINE L_ ��� EX. SIDEWALK V 8" CURB&GUTTER 2'OVER-EXCAVATION `- - ROUGH GRADE LINE ROUGH GRADE LINE - 8" CURB&GUTTER VARIES: 3 i L VARIES:28'-19' -11.25'-1 L50' 4' VARIES: 11.25'-1 i' VARIES.-28'-26' - __ VARIES:_29'-27' 11,50, 4' RAILROAD CANYON ROAD-ROUGH GRADE SECTION 7-7 RAILROAD CANYON ROAD-TROUGH 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. NTY sty PR. PR RNY RAN N'f Y sty IVA I- 102' RIW i VARIES:B.50'-80.22' 750' VARIES. 5'-4.78' 1 4' 4' VARIES: 40'-40.22' 41.50' VARIES 102' T SEE PLAN 13' -� 81.50, 7.50' '1 I-5' 4' 4' 40' 1 41.50' S' 3' SEE PLAN2'OVER-EXCAVATION I I SAWCUT LINE m TC PER •Nu, o PLAN I 2.0X EX. J/4:1 SLOPE STREET IS A 2'OVER-EXCAVATION Y I I ^ / ROUGH GRADING DAYLIGHT SAWCUT LINE SAWCUT LINE I _(3`� STREET FS STREET FS m o SAWCUT LINE ROUGH GRADING TC P£R 1_ T � DAYLIGHT o pl,gN JT TC PER 20X 2,0 (2.OYh) _- --- (20�Xt) PLAN -D� I �'� I STREET FS '_J :' ROUGH GRADE LINE) \J EX. 2:1 SLOPE 11 EX. 3/4:1 SLOPE ROUGH GRADING TC PER 3 0%�) _ k 1 DAYLIGHT--., o PLAN = 8"CURB&GUTTER EX. MEDIAN CURB i2.OX r EX MEDIAN C&G EX. MEDIAN CURB (3,OX,�) EX. MEDIAN CURB 26.50' 12' 4' ��\ I -- w ' iy =J ROUGH GRADING DAYLIGHT EX.2:1 SLOPE ^ / Fv ROUGH GRADE LINE ROUGH GRADE LINE i 2'OVER-EXCAVATION s"cuRe&currER \ ROUGH GRADE LINE 2'OVER-EXCAVATION � � i 11.50, 4' 'V RAILROAD CANYON ROAD-ROUGH GRADE SECTION 9-9 RAILROAD CANYON ROAD-ROUGH GRADE SECTION 10-10 FROM STREET STATION 59+15.16 TO 67+23.73 FROM STREET STATION 57+23.73 TO 71+94.52 (PUBLIC) (PUBLIC) NOT TO SCALE NOT TO SCALE N�Y STY NYY S'LY RAN RAN RAN w VARIES: 1021-122' ✓ARIE- 121IR 12' VARIES:411.72'-99' -- - VARIES: 750'-11' VARIES. 4-77 4' 4' 4' VARIES: 40.22-49' �- VARIES: 41.50'-50' 5' 3' VARIES:0.50'LT TO 3'RT 12' _.-- - - - - -- 4' 4' 4'. 49' 50' 5' 3' 3' j I I 2'OVER�WCAV 2'OVER-EXCAVATION Y I I k 1 SAWCUT LINE LINE a SAWCUT LINE SAWCUT LINE c I. STREET FS STREET FS �+ o I STREET FS - - STREET FS ROUGH GRADING I TC PER (" rr '-T (20Xt om TC PER ROUGH GRADING r TC PER p o' PLAN I -_ (2'O�t)_.---I'' ---_-) - �- PLAN TC PER I ------_ 'r -T ---) --� m PLAN N �W `EX. 3/4:1 SLOPE 2? 2.aRt L 'r 1v 2.OR 1 EX 2:1 SLOPE DAYLIGHT 1 1 20X m PLAN 2.OXt IL -- fv 2.0% 111 DAYLIGHT I}' C 1 (2pXt o u± EX. 1:1 SLOPE I EX. MEDIAN CURB) • `EX. MEDIAN C&G I 1 EX. 2.1 SLOPE - �jI -- -- 1 ��' EX. MEDIAN CURB- EX. MEDIAN CURB '� _ J ROUGH GRADING DAYLIGHT - ^ ry N ^ ROUGH GRADING DAYLIGHT --__--�� ROUGH GRADE LINE ROUGH GRADE LINE)- _�-' J 2'OVER-EXCAVATION i 8" CURB&GUTTER -- - 2'OVER-EXCAVATION � 8" CURB&GUTTER 1 3 0 4' VARIES: 11.22'-16' VARIES:26'-30' VARIES:26'-29.81' VARIES: 12.50'-17.19, 4' m o� "" - 6' 30' 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) J o NOT TO SCALE NOT TO SCALE NOTE:SEE SHEET 22-27 FOR PAVEMENT REHABILITATIONTHE TV MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN APPROPRIATE CONDITIONS OFEDEVELOPMENTIANCE AND/AND/OR PREPARED BY: SEAL DRAWN BY: GF/SS 01/18 BEI&ISOSFOBBEARINCFORTHISSURVEI THE CI I OF LAKE ELSINORE SHEET 3A CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ®HUNSAKER & ASSOCIATES QROFEss(o J I R v I N E I N C Ca ode cq DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 198J, PIANNING a ENGINEERING a SURVEYING �� +�`"� AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN a Thee Irvine,G92618•PH:(949)583-1010•rX:(949)58MM ti4 roc CHECKED BY: DF 01/18 36 • N0.49118 '"m AND"BILL', BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN of o� -b-/ UNDER THE SUPERVISION OF: " RECOMMENDED BY: N76°00'J4"W(EPOCH 2O11.00) SHEETS EXP.09-30-18 A RAILROAD CANYON ROAD 6^ BRAD FAGRELL, RCE o. 43920 DATE - p mf r SCALE: AS SHOWN FILE No. CITY ENGINEER ,•�+� - �C / G I� _ 9rE0FCAl F0 FROM GRAPE STREETOSECTIONSHILLS ROAD `0 1�0 l; CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE: CANYON xa PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:35:20 AM FILE: F:\1020\Engineering\OA_Project\Imp_Street\SHT03A.dwg EX. CATCH BASIN (K A STA. PER PLAN ID g a CATCH BASIN LID REINFORCING o; PER CITY OF LAKE ELSINORE Z p a 4, STD. NO. 302 (#4 BARS 0 6" O.C. BOTH WAYS) o a > g E. LOG1L DEPRESSION _ o a 4' G y 0 B B G y (7YP 0.5' o - . •. J g �'P y" EX. AC/AB PAVEMENT 2%MIN H J�zOL TO BE REMOVED AND REPLACED , (SEE SHEETS 22, 23 & 24 PAVEMENT D t a REHABILITATION PLANS) EX. 6" C&G EX. 6" C&G PROTECT IN PLACE DRILL AND EPDXY MIN. SH ET 11 PROTECT IN PLACE SAWCUT EXISTING CATCH BASIN •X 0.5' 6" E BED #4 BAR ® 6" pi]?PbW --- - BOTH WAYS EX. GUTTER �EX. GUTTER - EX. CATCH BASIN BOX EX. CATCH BASIN BOX __ TO REMAIN IN PLACE TO REMAIN IN PLACE YP.) A SECTION A—A SECTION D—D (TYP) MEDIAN CATCH BASIN DEMOLITION MEDIAN CATCH BASIN RECONSTRUCTION STA. 11+17.57 CB#2(EX. W=7), WIDEN BOTH SIDES X=3.5' TO OBTAIN W=14' MEDIAN CATCH BASIN TYPICAL DEMOLITION DETAIL STA. 32+52.JO CB#4(EX. W=7), WIDEN BOTH SIDES X=3.5'TO OBTAIN W=14' STA. 66+07.95 C8#9(EX. W=12f, WIDEN E'LY SIDE X=2'TO OBTAIN W=14' N.T.S. � g LEGEND(LIMITS AS SHOWN) RECONSTRUCTION NOTES a W B C ® CONCRETE REMOVAL REMOVE AND REPLACE EX. PAVEMENT(PER SHEETS 22 THROUGH 24 HEREIN) JOIN EX. AC/AB PAVEMENT G a- 2' 3' OE AC/AB CONSTRUCTION @B REMOVE EXISTING PCC LOCAL DEPRESSION DEPRESSION VARIES ©SAWCUT&REMOVE EXISTING 6"CONCRETE CURB AND GUTTER 2X MIN. OD REMOVE TOP PORTION OF EX CONCRETE CATCH BASIN PER DETAIL A—A HEREON 1'4.66% PX -. iRP�51110�GR O h 1 GL 6 TO OE CONSTRUCT FULL 5-1/2°AC OVER 6"MIN.AB PAVEMENT TO THE BOTTOM OF DISTURBED PAVEMENT SECTION. 0.5 0 PCC PROP 6 GR V OF CONSTRUCT LOCAL DEPRESSION FOR CATCH BASIN PER SECTION B-B, OBLIQUE VIEW HEREON AND LOCAL DEPRESSION DETAILS ON SHEET 11 EX. AC�AB PAVEMENT RIG 1� • g PROTE T IN PLACE � WID 5D O ©CONSTRUCT CATCH BASIN PER SECTION DETAILS HEREON, MODIFIED CITY OF LAKE ELSINORE F E SINS RERNS V STD. NO. 302,AND LOCAL DEPRESSION DETAILS ON SHEET 11. H a GPTG� RP P� P� OH INSTALL#4 BARS AT 6"O.C. 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W=7), WIDEN BOTH SIDES 3.5' TO OBTAIN W=14' STA. 32+52.30 CB#4 (EX. W=7), wiDEN BDTH SIDES 3.5'rD OBTAINw=14' —STA. 66+07,95 CB#9 (EX W=12), WIDEN EYY SIDE 2'r0 oeOBTAINw=14' MEDIAN CATCH BASIN TYPICAL RECONSTRUCTION DETAIL OBLIQUE VIEW— Ca 2 FWI Vhltq aQn In Ad- MARK PREPARED BY: SEAL J BASIS OF BEARING: REVISIONS APPR. DATE THE SAPPROPRIATE CONDITIONS IOFEDEVELOPMENTIA AND/OR DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ® H U N SAI E R E ASSOCIATES I QµoPEssla I R v I N E I N c �c000�N cR�<� DESIGNED BY: SS Oi/16 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, PLANNING • ENGINEERING • SURVEYING } AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN Z 'a Three Hugl,m•IM.,CA92616•PH:(%9)58,1010•F%:(5%563-0]59 y4 CHECKED BY: OF 01/te AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEENS,BEING 3� �z UNDER THE SUPERVISION OF: No.4atte m RECOMMENDED BY: N76°00'34'w & PAVEMENT REHABILITATION PLAN of 1a •(.o.I Exa.os_3o_,s A (EPOCH 2O11.00) RAILROAD CANYON ROAD SHEETS BRAD FAGRELL, RCE o. 4.3920 DATE q s, r SCALE: AS SHOWN FILE No. CITY ENGINEER �— LLt /�G��y rr clvl� e�` + CITY of LAKE ELSINORE FOFOA�1aoa FROM GRAPE ST. TO CANYON HILLS ROAD FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE: CATCH BASIN RECONSTRUCTION DETAILS Al oQ a3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:35:23 AM FILE: F:\1020\Engineering\OA_Project\Im P_Street\SHT04.dwg CITY Or LAKL ELSINORE EX. SCE POWER POLE - PROTECT IN PLACE N: EX OHE&OHC _ EX UDG. TELEPHONE EX. 30"EMWD BRINE EX. UDG. ELECTRICAL PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE EX. 54"EMWD RW EX. 3O'SO a• 8'GAS PROTECT IN PLACE PROTECT IN PLACE - R1w EX. 6 EYMWD RW - - �" 14+6567 RAILROAD CANYON ROAD EX. SCE POWER POLE PROTECT IN PCACE.•� EX. SCE POWER POLE 14+65.12 RAILROAD CANYON ROAD IMPROVEMENTS CP B-165 PROTECT IN PLACE CE -- _ - - PROTECT IN PLACE SL C EC EX SIDEWALK PWOTECT IN PLACE —_ ER SCE POWER POLE - - °o - EX 8 C&G - -- -- PROTE��> T µ PROTECT IN PLACE '. EX. BUILDING � ..-- ��in 12- ,.�3 _ r_ .— — - CA NY EX. 24"SO LINE 0?,6!'--" o� EX. MEDIAN C&G ON 74 fX �- PROTECT IN PLACE ^`� EX. BUILDING § X MEp�NNGP�pE hQ / Nµ I�RO PROTECT IN PLACE .. )YO^D��� pR0 CTfN p �E- - �-- PEX. SCE ROTECT POWERN PLACE15 LE y. /'1 r EX. PARKING LOT Y pRP' ��/ - .__ f g - 16 .w Aw &GUTTER T 1 ..... WCUT UNE` 0 a R� EX RW BOCATOR WIRE BOX �� . µ EX. V-GUTTER PROTECT _ 2 �` h v o o EX EMWD M1�ETfR `` ,n `` \\7 �• w TTO BE O BE RELOCATED TED BY EMWD RELOCATED PER SHT 1T - ^, \ o _ h CO n / Rl'v (�l EE SHEETB12WOFFS TO BE RELO N PLACE PROT CTENµP CE`` `•�- y ,�w.^'�N ti �I c3 v / p ml"o "oN m-` �z z m z clf Pf3>,7F17)I� I, C PROTECT ,. f _ 'H OO EX. BUILDING ��m _ f v m M D BRINE r CO DORO7HY BOONf MURDOCK - r� 1EXSl INLET STRUCTURE PROTECT IN PLACE FP EX. BUILDING WALMART REALTY COMPANY DEMOLITION NOTES: SAWCUT&REMOVE EXISTING PCC U-GUTTER to-SAWCUT&REMOVE EXISTING PAVEMENT \ \REMOVE&DISPOSE OF EXISTING CHAIN LINK FENCE i So-REMOVE&DISPOSE OF EXISTING PCC SD INLET STRUCTURE SAWCUT&REMOVE EXISTING 18"SO, LIMITS PER PLAN u+ �F y REMOVE MARKETING SIGN AND RETURN TO OWNER v REMOVE&DISPOSE OF EXISTING K-RAILS �^ LEGEND(LIMITS AS SHOWN) n C2 ®PAVEMENT REMOVAL 0 FsT CITY OF LAKE ELSINORE W- ELSINORE VAI I EY EX OHE&OHC MUNICIPAL WATER DISTRICT \\ Z o o w o"_' EX SCE POWER POLE a^� THE STATE OF CALIFORNIA w o EX. UDG. TELEPHONE PROTECT IN PLACE inc��Zv1^ 2 0 Q PROTECT IN PLACE - PP 14163,08E - EX. SCE POWER POLE -� W a a W - "�o PROTECT IN PLACE UI =J x EX SCE POWER POLE , t n 3 n a EX. TELEPHONE MH PP 4163809E z y y EX 30"SD g a m a o GAS T BE ADJUSTED TO GRADE 1 = �"4+ PROTECT IN PLACE Cl ri M . m}}tt PP 4163805E PROTECT IN PLACE _ W `O 3 w EX. 6"EVMWD RW PbPER SHEET 13 - EX. 3O"SD LINE 1.2 a i!i S L= EX. SCE POWER POLE E H�>L PROTECT IN PLACE EX. GAS VALVE W 1n PROTECT IN PLACE m „W —TO BE ADJUSTED 70 Z jig�, 6 - PROTECT IN PLACE RAW •off ><c n m EX. UDG. ELECTRICAL GRADE PER SHEET 13 m f 5 PP#4163806E '-n '"+n n .. do o PROTECT IN PLACE EX. SIGN _ - .1 -- -- __ -� - 1 -PR. CURB&GUTTER _ PROTECT IN PLACE-O _ _ <� y - N fill ;H H 1gLZ�L LU M N.�:H 2 SAWCUT LINE H 2 27 f _. (n M N EX. MEDIAN CURB k h- * __ "' MA)AD 20 21 PROTECT IN PLACE 22 CANYON 23 24 o N ,N 0A 26 _ _-� - - +00 25 RT --- -- {io ^ �_ _ — ----- -- -- ro 25- - -- -� _ -- 28 T PT, m ry ——— ————— EX STREET LIGHT ( �.... SAWCU m 0 .._I N* - OO N H N 20+50 B G SAWCUT PT,26'RT SAWCUT LINE _ + ��N e� S4WCUT PT,28.5'RT F �- 2 22+00 -- PROTECT IN PLACE TYP. B � n N�,v N 2 m EX SCE GUY POLE Ip U3 1�f PR. CURB&GUTTER f 3 TO BE RELOCATED PER SEPARATE PLAN&PERMIT EX. SD INLET STRUCTURE OQ RAW w w _ PP 14365086E PROTECT IN PLACE V EX. MOW CURB, SIGN, m m 'wl ? P SCE ESM'T 'o AND LANDSCAPING �' S 5 Q > Q PROTECT IN PLACE EX SO INLET STRUCTURE 3 5 n R n o � m S:o PROTECT IN PLACE s tZ w w 2 w ¢W chi m V-CUTTER PROTECT a 0 20 40 80 120 160 �bon�w �� �� IN PLACE �3 3c 3�3—ald z WESTERN RIVERSIDE COUNTY wom Wmw wm� REGIONAL CONSERVATION AUTHORITY :s Ca2wwono-VD0 InAO,v1Ce SCALE: 1"= 40' WALMAR7 REALTY COMPANY dom it�o wom t512a sx MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: CITY OF LAKE ELSINORE SHEET 4A 7 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ®H U N SA KE R & ASSOCIATES oFESS) DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE pa o I R V I N E , I N C �4,000)N aq (F DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, PLANNING ENGINEERING • SURVEYING �; AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN Thies Hum•9v199,CA92616-PH:(%9)563.1010"FX:(M)353-0759 y�. ,"m CHECKED BY: DF 01/18 AiVO'BILL', BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING 36 'z _ UNDER THE SUPERVISION OF: No.4911e '" RECOMMENDED BY: N76°00'34"W(EPOCH 2011.00) & PAVEMENT REHABILITATION PLAN OF SHEETS `m'�b' B z EXP.o9-3o-Ia a BRAD FAGRELL, RCE o. 43920 DATE s v SCALE: AS SHOWN RAILROAD CANYON ROAD CITY ENGINEER "�� �,r cIyIL .�` (FROM STA. 8+00.00 TO STA. 28+00.00) FILE No. - CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE eaFanLlFoa DATE: DEMOLITION PLAN z`3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:35:38 AM FILE: F:\1020\Engineering\OA-Project\Im P-Street\SHT04A.dwg �VP v' O EX SCE POWER POLE �� h� Fp PROTECT IN PLACE w a"' A r r r PP 14163819E Gj },°~� Qo^ EI SINORr VALI r Ycp �e�Qe �3°�� MUNICIPAL WATT DISTRICT 0 Wavy v�o PROTECT OHE&OHC O XOp �� i'O EX. UDG. TELEPHO �37+00 O -\ `� QeV ti a EX TELEPHONE MH PROTECT IN PLACE EX SCE POWER POLE Q8 / rt� �\ �}' 05 0 � TO BE ADJUSTED TO GRADE PROTECT IN PLACE - -J Pt, /,.V ��O'` � PER SHEET 14 6" AS PP 14163817E `V �Wh EX. SCE POWER POLE EX EVMWD RW EX. 30"SD LINE -- 0 PROTECT IN PLACE f 2� PROTECT IN PLACE 4"BLOWOFF EX. 6"EVMWD RW PP 14763813E TO BE RELOCATED PROTECT 77\\ PER SHEET 14 EX. UDG. ELECTRICAL EX. 30"SO L=6f PROTECT IN PLACE R/W - / POj _, PROTECT IN PLACE 6 Q0 6 EX. SCE POWER POLE APR. CURB&GUTTER 1 PR07ECT IN LACE PP 1P E �fu,a �� 3 �7 \37 07FCT WCUT L-INE 1 - Qv 32 SI , SAWCUT LINE G _- p� R. SCE CE ESM'T' - m N--- - 1 EX SCE POWER POLE e 2 EX. SCE POWER POLE - - -_ - _ -- _�— TO BE RELOCATED BY SCE FORCES TO BE RELOCATED BY SCE FORCES g — - —-- - - PP 14163818E PP 14673124E i BEC —� PR. SCE ESM'T PR. SCE ESM'T PR. CURB&GUTTER EX. EMWD RW EX SO INLET STRUCTURE EX. EMWD RW BO ASSY. LOCATOR WIRE BOX PROTECT IN PLACE TO BE RELOCATED EX SO INLET STRUCTURE RIW PER SHEET 14 PROTECT IN PLACE �f PER SHEET 74 TO BE RELOCATED yEX V-GUTTER EX V-GUTTER J!/ EX. 54'EMWD RW LINE PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE EX. JO'EMWD BRINE LINE PROTECT IN PLACE EX SCE POWER POLE TO DEMOLITION NOTES: 7O BE RELOCATED BY SCE FORCES WESTERN rRIVUr?SID COUNTY PP 14163816E r r PR. SCE ESMT O1 SAWCUT&REMOVE EXISTING PCC U-GUTTER REGIONAL CDNSr RVATION AUTHORITY to-S4WCUT&REMOVE EXISTING PAVEMENT O3 —REMOVE&DISPOSE OF EXISTING CHAIN LINK FENCE So-REMOVE&DISPOSE OF EXISTING PCC SO INLET STRUCTURE 6�—SAWCUT&REMOVE EXISTING 18"SO, LIMITS PER PLAN 0 o-REMOVE MARKETING SIGN AND RETURN TO OWNER 71E CITY OF LAKE ELSINORE CAU ON.• SAWCUT&REMOVE EXISTING PCC SIDEWALK W 2IR J Q z p.TECTOHE N OPHC EX. UDG. TELEPHONE Ztih yV„, W W� PROTECT IN PLACE LEGEND(LIMITS AS SHOWN) m a W t h" �`;r i EX. 4'PCC WALK EX. B"GAS j 1.w�_'S o;= o' �Q o PROTECT IN PLACE PROTECT IN PLACE O PAVEMENT REMOVAL C7 c>O 1 m w ti e m o EX SCE POWER POLE EX. 6"EVMWD RW �� PROTECT IN PLACE PROTECT IN PLACE 10® SIDEWALK REMOVAL EX. UDG. ELECTRICAL END "'w "'z o EX. SCE POWER POLE EX 36"SD -H vl h RAW PROTECT IN PLACE LL1 1 m w PROTECT IN PLACE PROTECT IN PLACE w w T1IE LAMB'S YRr °+ EX. SCE POWER POLE r rr 1\JETHODIST — -- — °f > > PROTECT IN PLACE O _ --`�� rrELLOWSAP Or LAKE rI SINORE m ---- - W 2 2 END h EX STREET LIGHT - __ EX SCE POWER POLE W v I PROTECT IN PLACE(TYP.) - -.- - PLACE PROTECT IN - ��� = -- a0 RAILROAD 4, 42 - 43 CANYON 40+00 —�-- - S4WCUT In, 2T RT 1 END - _ - H O ry N SAWCUT LINE EX MEDIAN CURB + i BEG p n h PROTECT IN PLACE 45, .I EX EMWD 2"IRR METER 0p - PROTECT IN PLACE _ _ EX SCE POWER POLE 46 PROTECT IN PLACE �v _ -- 185•RT �� EX TRAFFIC SIGN EX. EMWD RW CTS 1 J PR. CURB&GUTTER TO BE RELOCATED TO BE RELOCATED Q) PER SHEET 31 PER SHEET 15 R�W TO BE SIGNAL PULL BOX _ q f EX. EMWD RW LOCATOR WIRE BOX TO BE RELOCATED EX.,PROTECT EMWD PLACE _ E U TO FLASHING BEACON PE BE R SHEET 15 D TO GRADE PER SHEET 36 PROTECT IN PLACE I� TO BE RELOCATED PER SHEET 36 EX. JO"EMWD BRINE \�EX INLET STRUCTURE PROTECT IN PLACE �\ j PROTECT r CT IN PLACE -`-- \\ ".J 7R4FFIC SIGNAL PULL BOX TO BE RELOCATED WESTERN RIVMRSIDE COUNTY PER SHEET 36 DO REGIONAL_ CONSERVATION AUTHORITY TEX O BEVWW9 2ATED ER �co PER SHEET 15 E. E� 1 a0 O'Q LOCATOR WIRE BOX- TO BE RELOCATED D PER SHEET 15 (i 4 CHARLES M. MATTER s 0 20 40 80 120 160 11. so SCALE: 1" = 40' c�u z F� z MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: CITY OF LAKE ELSINORE sNEEr 4B 3h THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ®H .N SAKER & ,ASSOCIATES QpOFESS IO c I R v I N E I N C �°°0N cq�c DESIGNED BY: SS o1/18 PLANE COORDINATE SYSTEM,ZONE 5,NORTH AMERICAN DATUM 1983, PUNNING ENGINEERING SURVEYING I�° qt Fy AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS' STREET WIDENING PLAN Throe Hu86m•W-CA92618 WH:(M)5831010•FX(919)588 59 m4 m i CHECKED BY: DF 01/18 AND"BILL', BOTH AS PUBLISHED ON CSRN DATA SHEETS,BEING 36 Z, A & PAVEMENT REHABILITATION PLAN of /� A,6.(p UNDER THE SUPERVISION OF. No.4s 118 m RECOMMENDED BY: N7eOO'34"W EPOCH 2O11,00) SN�S oT 'I O C E%P.°9-30-18 ( RAILROAD CANYON ROAD �- CITY ENBRAD GINEER RC No. 43920 DATE ��G� 9/G/(� ,n9 c)vl` �P SCALE: AS SHOWN FlLE No. oe CITY of LAKE ELSINORE 1 rFOF0A�1f°a (FROM sm 12+00.00 TO STA. 16+00.00) Q� FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE Vt- l-1 3, 1 DEMOLITION PLAN N PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:36:00 AM FILE: F:\1020\Engineering\OA_Project\lmp_Street\SHT04B.dwg � g W ON: 50+74.81 q RAILROAD CANYON ROAD= o RW i o EX OHE&OHC 10+00 fC CHURCH ROAD It El m � 3 a N �gn EX. UDG. TELEPHONE Q_ S 3 y W t PROTECT IN PLACE 11 AS Uc~i c>�= C4UTION:EX n EX SCE POWER POLE $o �o��Wm� PROTECT IN POWERPOLE HSIU-'CHU 7SENG THE LAMB'S FREE METHODIST Z PROTECT IN PLACE * o a o y EX 6"EVMWD RW PP 14163828E PROTECT IN PUCE FELLONIS;-llP OP LAKE ELS1nI0RE I RAW � BEG. EX. UDG. ELECTRICAL EX. GAS VALVE 9 - PROTECT IN PLACE TO BE ADJUSTED TO GRADE 1-��-- PER SHEET i6 - TRAFFIC SIGNAL PULL BON EX. 30"SO LINE - - - _ - TO BE RELOCATED _ w PER SHEET 36 PROTECT IN PUCE � � �v � EX. SCE POWER POLE I.EN. 6'CURB&GUTTER ZY` PR. CURB&GUTTER "y PROTECT IN PLACE �� PROTECT/N PLACE B G. EX STREET LIGHT EX. MEDIAN CURB PROTECT LN PLACE(Tl'P.) H in PROTECT IN PLACE 52 _ ——— N,_211 5 —r -�--- j'�J-��-�f-/-�(�-� —�— _54— l!/lIV/VIV - - A w 55h -1� 50+50 ` 2 i f5Q_ SAWCUT LINE i 29' EX. MEDIAN CURB % ROAD SAWCUT PT, PR. CURB&GUTTER — �I CIDEX 54"EMWD RW RIW l + PROTECT IN PLACE p 6 EX. TRAFFIC SIGN p EX. 30"EMWD BRINE EX. EMWD RW TO BE ADJUSTED TO GRADE \�\ --- PER SHEEP 7 PROTECT IN PLACE EX TRAFFIC LIGHT POLE EX. TRAFFIC SIGNAL PER SHEET 16 _ N - PROECT IN PLACE PROTECT/N PLACE(IYP.) EX EMWD RW LOC4TOR WIRE BOX TO BE RELOCATED Q TRAFFIC SIGNAL PULL BOX EX EMWD RW AIR/VAC PER SHEET 16 TO BE RELOCATED ASSEMBLIES _ Q ul EX TRAFFIC SIGN - X Cn PER SHEET 36 PROTECT IN PLACE TO BE RELOCATED EX. V-CUTER N EX. V-GUTTER EX SD INLET STRUCTURE CHARLES 1V1. MATTER PER SHEET 32 PROTECT IN PLACE `\` '(� m m PROTECT IN PUCE PROTECT IN PLACE EX. SD INLET STRUCTURE ' II PROTECT IN PUCE 6 Cn TRAFFIC SIGNAL PULL BOX o -A TO BE RELOCATED V 3;�. PER SHEET 36 �Q DEMOLITION NOTES: SAWCUT&REMOVE EXISTING PCC U-GUTTER Zo-SAWCUT&REMOVE EXISTING PAVEMENT a—REMOVE&DISPOSE OF EXISTING CHAIN LINK FENCE Go-SAWCUT&REMOVE EXISTING 18"SO, LIMITS PER PUN �—REMOVE&DISPOSE OF EXISTING DROP INLET STRUCTURE Bo--REMOVE MARKETING SIGN AND RETURN TO OWNER �—REMOVE&DISPOSE OF EXISTING ABANDONED PEDESTAL LEGEND(LIMITS AS SHOWN) CAU O®PAVEMENT REMOVAL HS1U CHU TSENG PROTEHT&PLACE ELSINORE VALLEY PROTECT IN P�q ONE MUNICIPAL WATER DISTRICT EX, EVMWD RW 4"80 UTION:EX. TO BE RELOCATEDIN TRAFFIC SIGNAL PULL BOX PER SHEET 17 EX. 6"EVMWD RW (' TO BE RELOCATED EX. SCE POWER POLE EX. 16" &24"SO PROTECT IN PUCE EX TELEPHONE MH D PER SHEET 36 PROTECT IN PUCE PROTECT IN PUCE EX. UDG. ELECTRICAL TO BE ADJUSTED TO GRADE EX SCE POWER POLE PP 14163831E EX SD BOX PROTECT IN PUCE PER SHEET 17 PROTECT IN PUCE EX. FLASHING BEACON PROTECT IN PUCE EX. SCE POWER POLE EX. SCE POWER POLE EX SCE POWER POLE n j PP 14163830E TO BE REL004ED EX TRAFFIC SIGN PROTECT IN PLACE RIW PROTECT IN PLACE PROTECT IN PUCE _ _- - PP 14163833E PP 14163834E I- PER SHEET 36 TO BE RELOCATED T PP 14163B32E - ---��- Z Q -- __ PER SHEET 32 _ PR. CURB&GUTTER ca - — 1 _ , m CIO L!J 59+00 2 SAWCUT LINE 6 L=27 2 * * + (n SAWCUT PT,26'L 59 60 B 1 62 - - _ N N EX STREET—— —— 63 ,� REEN LIGHT p ^n fi4_PROTECT IN PUCE(TYP.) 85 86 67_=r�- _ R1��OJ�D _I _ - _ _ --- {- - _ - --- - - --r� ——— --- ———'fX. EMWD RW CTS&BO ASSY� y��f} - O 9+0 TO BE RELOCATED BY EMWD �j/`11 11 1 V� * ^ �— ROAD �— O SAWCUT PT, 'RT 2 7 r N SAWCUT LINE EX MEDIAN CURB !� !1 66+00 ' 2 "2 PROTECT/N PUCE SAWCUT PT,26.5'RT 2 m XO g H q L --3 BEC -..-.__. PROf(°CT NPLALCE-- _- .- -. -- --m- - - 1 - - PR. C B& U ER m EX. 54" RW EX SCE POWER POLE m J 3 EMWD i EX. I PRO ECT IN PLACE PROTECT IN PLACE CE RAW 1 U PROTECTECT P IN PLACE PP 1 EX 30"EMWD BRINE 1 PROTECT/N PUCE EX. EMWD RW Q a G. EX. V-GUTTER LOCATOR WIRE BOX PROTECT IN PLACE TO BE ADJUSTED TO GRADE N EX. TRAFFIC SIGN PER SHEET 17 n TO BE RELOCATED �l• f`\. PER SHEET 32 C^ J O9 EX. V-GUTTER CHARLES kl MATTER PROTECT IN PLACE 4 g 6 0 20 40 80 120 160 m �G1 2 g SCALE: 1" = 40' THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH BASIS OF BEARING: MARK REVISIONS APPR. DATE PREPARED BY: SEAL � THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR En & ASSOCIATES oFE55/ DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THECALIFORNIASTATE CITY OF LAKE ELSINORE SHEET CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE eR PLANE COORDINATE SYSTEM,ZONE$ NORTH AMERICAN DATUM 1983, 4C I R V N E N C �F,DoaUN c,p (� DESIGNED BY: SS 01/18 PUNNING • ENGINEERING SURVEYING y AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN Thies Hu�r•Irvine,CA 92619-PH:(%9)590-1010•F%:(959)58M759 ti 4 i" CHECKED BY: DF 01/1 B ^ILLLL6-IIJC! UNDER THE SUPERVISION OF: N0.49118 '"^_' RECOMMENDED BY: D"BILL BOTH AS PUBLISHED ON CSRN DATA SHEETS, BE/NC & PAVEMENT REHABILITATION PLAN OF 3 6m ¢ E.P.09-30-18 a N76'DO'J4"W(EPOCH 2O11.00) SHEEfS 61 RAILROAD CANYON ROAD BRAD FAGRELL, R No. 43920 DATE c- � � q sr a SCALE: AS SHOWN FILE CITY ENGINEER ����- / /��1� sr civ ��, I�� oe CITY OF LAKE ELSINORE Forcn�l¢oa (FROM STA. 48+00.00 TO STA. 58+00.00) FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE: DEMOLITION PLAN "a 3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:36:30 AM FILE: F:\1020\Engineering\OA_Project\Imp-Street\SHT04C.dwg Q) ELSINORE VALLEY EX. OHE&OHC MUNICIPAL WATER DISTRICT N P rr EX SCE POWER POLE EX UDC. TELEPHONE -J `—PROTECT IN PLACE PROTECT IN PLACE PP 4163836E EX. 8"GAS ABANDON EX I PROTECT IN PLACE 18"STORM GRAIN Q - EX TELEPHONE MH 2 TO BE ADJUSTED TO GRADE EX. 6"EVMWD RW EX. GAS VALVE F� X� 1 PER SHEET 18 PROTECT IN PLACE TO BE ADJUSTED TO GRADE II, -- - EX SCE POWER POLE LL PROTECT IN PLACE EX. UDG. ELECTRICAL PER SHEET 26 �PP4163837f PROTECT IN PLACE EX. SCE POWER POLE EX. TRAFFIC SIGN LLI (4 \�69 �'i R/W EX SCE POWER POLE PROTECT IN PLACE �TO BE ADJUSTED TO GRADE J PR. CURB&GUTTER PROTECT IN PLACE N PP 14163842E \ _ _ - --_- -- - _ -- 99390E PER SHEET 8 70 w w __ s _ =T J 71 EX, SCE POWER POL g yi 3+00 1 2 ]6+00 EX 30"SD W PROTECT IN PLACE - h --��— _ 72 REMOVE 7F PT,16'LT SAWCUT LINE EX. STREET LIGHT REMOVE PT,30'LT PROTECT IN PLACE W PP 14163838E -- ---. - n N N ���-/; _ 73 74 PROTECT IN PLACE TYPa�75_ _ - 6 77 73+00 CANYON EX. MEDIAN CURB --ROAD- " SAWCVT PT,2' v^� 77+00 O TO EMWD RW CIS - �• A�SAWCUT LINE PROTECT IN PLAEE SAWCUT Pl; 31'RT TO BE RELOCATED � PER SHEET 18 _ - - - B - 2 - END =_ - .. -.., UJ PR. CURB&GUTTER ---+�.-_ 1 __ R/W EX SCE POWER POLE TO BE J RELOCATED BY SCE FORCES = v PP 14725957E 1 V Pll PR. SCE ESM'T EX SD INLET STRUCTURE BEG EX. EMWD RW PROTECT IN PLACE LOCATOR WIRE BOX EX. V-GUTTER EX. V-GUTTER 5 4i TO BE RELOCATED PROTECT IN PLACE PROTECT IN PLACE -� PER SHEET 18 U 1n CHARLES M. MATTER DEMOLITION NOTES: Oi --SAWCUT&REMOVE EXISTING PCC U-GUTTER to-S4WCUT&REMOVE EXISTING PAVEMENT So--REMOVE&DISPOSE OF EXISTING CHAIN LINK FENCE CAU ON: w w ELSINORE VALLEY o-REMOVE&DISPOSE OF EXISTING PCC SO INLET STRUCTURE $max mad EX. OHE&O IN LA MUNICIPAL WATER DISTRICT o--REMOVE&REMOVE EXISTING 1RE SO,UR LIMITS PER PLAN Bo-REMOVE MARKETING SIGN AND RETURN TO OWNER N�s! EX. LOG. TELEPHONE o `tl =� 2 $ m x y m PROTECT IN PLACE x a w o v s �5; PROTECT IN PLACE ° Wa a =�� N� LEGEND(LIMITS AS SHOWN) ti O2 PAVEMENT REMOVAL EX 6"EVMWD RW �' PROTECT IN PLACE D o -'o EX, LOG. ELECTRICAL R1W m cn F, PROTECT IN PLACE (� o PR. CURB&GUTTER �+` a a a m - e 1 END-_ Rl _ 1 H END EX SIDEWALK //F - PROTECT IN PLACE/ V C w� 1 2 EX. 6"CURB&GUTTER n N V 2 P a PROTECT IN PLACE °j + u o of N SAWCUT LINE h O µ .91 RAILROAD SAWCUT LINE -CA-MY-Off ---- - --- u N EX. 8"CURB&GUTTER ROAD PROTECT IN PLACE m 1 i A rn £X. SIDEWALK N m - H= - - END PROTECT IN PLACE --- --- _ - 03 O PR. CURB&GUTTER END j m RIW i m EX 54"EMWD RW LINE h Q PROTECT IN PLACE o N O EX EMWD BRINE LINE rn a OQ PROTECT IN PLACE EX. V-GUTTER PROTECT IN PLACE CHARLES M NIATTER _ 0 20 40 80 120 160 sooy�a�g9aa " ca 2 Fu vamR aw,In raaKe Q= SCALE: 1" = 40' 'x° MARK REVISIONS AP P R. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: a THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ® HUNSAKER & ASSOCIATES afEss DRAWN BY: GF/SS 01/18 CITY OF LAKE ELSINORE SHEET CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE aR )o THE BASIS OF BEARING FOR THIS SURVEY THE CALIfORNIA STATE 4 D x o I R V I N E I N G ��oaouN cR <� DESIGNED BY: SS ol/18 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, PLANNING • ENGINEERING • SURVEYING y ti AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN Thm Hugh-Irvine,U92618•PH:00583-1010•FR:(%9)5834759 ti4 �% CHECKED BY: OF 01/18 a No.49ne '"m AND"BILL',BOTH AS PUBLISHED ON CSRN DATA SHEETS,BEING & PAVEMENT REHABILITATION PLAN of 3 6 a /S UNDER THE SUPERVISION OF: P.o9-30-1a a RECOMMENDED BY: N76"00'J4"W(EPOCH 2O11.00) SHEETS BRAD FAGRELL, RCE o. 43920 DATE q s r SCALE: AS SHOWN RAILROAD CANYON ROAD FlLE No. ? CITY ENGINEER CITY OF LAKE ELSINORE rfoFCALl ° (FROM DEMOLITION PLAN 0+00.00) FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE: ,o y3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:36:57 AM FILE: F:\1020\Engineering\OA-Project\Im P_Street\SHT04D.dwg Cl05 SINORE EX SCE POWER POLE - PROTECT IN PLACE CAUTION.- EX OHE&OHC P - _ _ EX UDG. TELEPHONE /EX. UDG. ELECTRICAL - - - _ _PROTECT IN PLACE -�PR. SLOPE ESM'T EX.PROJO"TECT EMWD BRINE / PROTECT IN PLACE- EX 8" GAS PROTECT M PLACE / PROTECT IN PLACE -- EX. 54"EMWD RW / EX. 30"SD PROTECT IN PLACE - PROTECT IN PLACE y- -PR. R/W EX 6"EVMWD RW _ - /� EX. SCE POWER POLE PROTECT IN PLACE EX. SCE POLE_ PROTECT IN PLACE - - _ -- PROTECT IN PLACE 14+65.67 RAILROAD CANYON ROAD - - - `- - =14+65.7z RAILROAD CANYON ROAD IMPROVEMENTS CP B-165 EX SCE POWER POLE ' - -- EX 8"C&G _ -`�-_`s PROTECT IN PLACE PROTECT IN PLACE EX MEDIAN CURB -- --- - _ ST. ¢EC PR CB PROTECT PROTECT IN PLACE i v w _ IVY " -.^ _- - ^.. 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PROTECT IN PLACE PEa O O� 1 PROTECT IN PLACE ILI oo-?n DOROTHY BDONE MUFFZDOCK \\\ 441 4-EX. SD INLET STRUCTURE \ � o�P�� PROTECT IN PLACE N Y1/ALMAR7 REALITY COMPANY v v v Q ROUGH GRADING NOTES: CONSTRUCT 3'WIDE PCC 'V"DITCH PER DETAIL ON SHEET 3. F� 11 CONC. DRAIN PIPE STRUCTURE PER DETAIL ON SHEET 3. �'1'F 3w X 17 ADJUST EXISTING SIGN TO GR4DE N G) s�. SINORE VALLEY ELS�IN�ORE VALLEY CITY O LAKE ELSINORE PR. SLOPE ESM'T EX. EVMWD AIR AC AND METER MUNICIPAL WATER JrJS7RJCT ' __MUNICIPAL WATER DISTRICT // /y —, xo ---------- 1--- _. - ..709E RELOCATED ON SHEET I3 h zy_ THE STATE Or CALIFORNIA 20 a�s EX OHE&OHc EX UDG. TELEPHONE o a o W UI nz=w�z EX. SCE POWER POLE EX 30"SD _ 02 PROTECT IN PLACE iy "? Wyw y11 - PROTECT IN PLACE - w I'., a-,.� - - o .3 m m m PROTECT IN PLACE ¢m EX 30"SO LINE w H Kai pp 4163805E PR. 18"SD AND `�`"= w�-m N:IX. a� �.,o_m - -->>W EX. SCE POWER POLE _ ���Nlll m '� " Q. PROTECT IN PLACE PROTECT IN PLACE CB EX. SCE POWER POLE PR. R/W m" "'k" EX EVMWD RW o= w t m W N PROTECT IN PLACE DAYLIGHT LINE o W k a PROTECT IN PLACE �'m "', y c3 m w PP 4163809E Z PP 4163806E '��-a w a a EX. UDG. ELECTRICAL z d9 - _ �X F_ PR. SIDEWALK _ PR. TOP P OTECT IN LACE N 113 2 e`P `�0 • - �' -- - Q -- --- --- — - — — --..�— — ��- CD CD W N e PR. 8" CURB v N — _ —(� n... SAWCUT LINE '� l2 27 N C n o+sow-- '- -..- f _ --- --. --_. _ ..._- - PROTECT IN PLACE 24 -.o. - _ N-N 25 - ROAG sn_- - 1 _ .�_ 1 _� I - — -- _ — - -- -- - - - - -- - Eri4AY DETAIL m snxcur;PT,za5'Rr A' SEE KEYWAY DETAIL - sa+x0�ur Rr,zs Rr c, —-._ o - --— _ - - _ - N EON SHE= m ^ k -H_ - EX.SSTREET LIGHT X co x O 9y� N N nm @ X ON SHEET 8 SAWCUT LINE N i, g n' .H^ ^ y y PR. N.H PROTECT IN PLACE(TYP.) r-7 y --- N v CURB,^ � n W rT - 1304 M_ y 1300.0 RIM <� J 1 7n -1 1.4,-.. 1 025 RIM ..... - --7 ---7-- - Job 1 R 1 .'fir-- - -- _',�-" '� - EN01198.5 FL _ 'I' '� 7 fi fi EX SCE POWER POLE 12 h I3073 R TO BE RELOCATED BY�, T -^ 1299.9 FL. 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APPROPRIATE CONDTIONSIOFEDEVELOPMENTI AND/OR TH PREPARED BY: SEAL r DRAWN BY: GF/SS 01/1g BASIS CITY OF LAKE ELSINORE SHEET `J ®HUNSAKER & ASSOCIATES oPEss1 x°o CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE e�` o I R V I N E I N C �w��pUN cq�cF DESIGNED BY: SS pi/ig PLANE COORDINATE SYSTEM,ZONE 5,NORTH AMERICAN DATUM 1983, PUNNING • ENGINEERING • SURVEYING s AS DE/ERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN 7%1 Hu1Rw•IMn,CA92618•PH:(N91 51 5 1010•FX:(%9158M759 ti`� �° CHECKED BY: DF 01/18 / / UNDER THE SUPERVISION OF: 4 Na.49118 '"m RECOMMENDED BY: AND`BILL",BOTH AS PUBLISHED ON CSRN DATA SHEETS,BEING & PAVEMENT REHABILITATION PLAN of 36 z Mom^ C... -ID-1 a EXP.09-30-18 N76°Do'34"W(EPOCH 2011.00) RAILROAD CANYON ROAD SHEErs o BRAD FAGRELL, RCE o. 43920 DATE y__ `� �/` r� N;T clYl` ��. SCALE: AS SHOWN FILE No.CITY ENGINEER --�- 1 CITY OF LAKE ELSINORE FOFOnuFop ROUGH7A GRADING TIMROVEMENTS FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE: z3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:37:19 AM FILE: F:\1020\Engineering\OA-Project\Imp_Street\SHT05.dwg L \ EX. SCE POWER POLE PROTECT IN PLACE `3_$e" v v v ELSINORE VAI I rY PP y4163B19E %� } MUMCIPAL WATER DISTRICT OHE&OHC TECT P PR. SLOPE ESM'T \ O W 0 o EX TELEPHONE MH .e- % }p 2 v EX. SCE POWER POLE EX. UDG. TELEPHONE "r '`4' ��`�� `+ PROTECT IN PLACE _ TO BE ADJUSTED TO GRADE PROTECT IN PLACE EX SCE POWER POLE /� N ly \ }�^"0y ^ PER SHEET 14 '' PROTECT IN PLACE 1 0}oq to \ _ �vy�p0 PP;4163813E _ 8. PP 14163E 17E H g�, EX. TELEPHONE RISER EX. EVMWD RW—__ p CT IN P EX. 30"SD LINE TO BE RELOCATED 4"BLOWOFF _-_ PROTECT IN PLACE TO BE RELOCATED PER SHEET 14 PER SHEET 14 EX.DG. ELECTRICAL PR. R/W w _ \ EX 30"SD c%i o PROTECT IN PLACE DAYLIGHT LINE P� / -" � - PROTECT IN PLACE j EX. SCE POWER POLE PR. 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R EX.PROTECT EMWD RW `V"J _ TO BE RELOCATED t308.0 FL TO BE ADJUSTED TO GRADE TRAFFIC SIGNAL PULL BOX PROTECT IN PUCE `� - 0e• PER SHEET 15 PER SHEET 36 \ 9 TO BE RELOCATED EX 30"EMWD BRINE \ EX. SD INLET STRUCTURE PROTECT IN PUCE :� PER SHEEP 36 PROTECT IN PUCE \ _ ------------------- _ \ 4 O PR. SLOPE ESM'T �'OfRBOX WEESTERN RIVERSIDE COUNTY �% REGIONAL CONSERVATJDN AUTHORITY \\ EX•BEVWW0 2ATED ER �' �'•., b` -PER SHEET 15 EX. EMWD RW O \ LOCATOR WIRE BOX TO BE RELOCATED PER SHEET 15 Av CHARLES M, MATTER \\ — 0 20 40 80 120 160 H £3oo �VD , oa a� cal z r,A�v aan hAeace SCALE: 1" = 40' MARK REVISIONS APPR. DATE THETHESE PLANS APPROPRIAEVE BEEN CONDITIONSiOFEDEVELOPMENTIANCE AND/AND/OR PREPARED BY: SEAL DRAWN BY: GF/SS 01/18 BASIS �SOFOBBEARINGFORTHISSURVEYTHEGILIFORN/A STATE CITY OF LAKE ELSINORE SHEET 6 ®HUNSAKER & ASSOCIATES .SOFESs/a V CITY AND STATE LOWS AND HAVE BEEN FOUND ACCEPTABLE I R v 1 N E I N C 6�Ra�N cgA�t DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 198J, ,,!NR NV ENGINEERING • SURVEYING ,��� 4�P AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN Q m,••,w „�. CHECKED Bv: of 01 1 B AiVO"BILL",BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING o a dw HE SUPERVISION 9261E•IO(98)5811a10•F%:194915B3-0]59 c�4 NO.49118 m�^ / & PAVEMENT REHABILITATION PLAN OF 36 UNDER THE SUPERVISION OF: E%p,09-3081B a RECOMMENDED BY: N76°DO'34"W(EPOCH 2011.00) SHEETS BRAD FAGRELL, RCE o. 43920 DATE a c SCALE: AS SHOWN RAILROAD CANYON ROAD FILE No. �^ CITY ENGINEER - — ��—=��� 'r Civil- Op? (FROM STA. 12+00.00 TO STA. 16+00.00) CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE FOFCAL1a DATE: IROUGH GRADING IMROVEMENTS \*6 'o �3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:37:43 AM FILE: F:\1020\Engineering\OA-Project\Imp_Street\SHTO6.dwg 50+74.81 ¢ RAILROAD CANYON ROAD G 10+00 C CHURCH ROAD a 2 3 a N 2 Z5 v -PROTECT C-) U'ION. b O �2fp �� jti / �\�� W r= kz 6 � EX. 6"EVMWD RW ,H51U—CHU 7Sr 16 PR. SLOPE ESM'T y v w m w o_ PROTECT IN PLACE \\ C� EX. SCE POWER POLE o o e w m EX. UDG. ELECTRICAL THE 11\LA'S 1 Rr kETHCJIS r _ PROTECT IN PLACE M X EX SCE POWER POLE EX. GAS VALVE `\ o w a a ��a PROTECT IN PLACE ———— ———————- -- ---� >±ELL OINS;IP O>: LAKE EI SJNORE —— _———— ————_— PR. R/W �� PROTECT IN PLACE TO BE ADJUSTED TO OWE __ -- _ PP f4163828E PER SHEET 16 —�� _ — TRAFFIC SIGNAL PULL BOX - - -. - - -- PER SHEET 36A O 41 EX. 30"SO ONE - -- _ ,_. .- ,,.. - <v _ PROTECT IN PLACE LINE 3 4 s \_ DAYLIGHT L Q EX. 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EMWD RW LOCATOR WIRE BOX , \ °j TRAFFIC SIGNAL PULL BOX PROTECT/N PLACE(11'P.) �' �� \; Q TO BE RELOCATED TO BE RELOCATED .,,,•— .:� 13 4.2 RIM EX EMWD RW AIR/VAC PER SHE 16 "'- y cn i- - PER SHEET 36 M � c'1 N �. / ,3,7y,7� ASSEMBLIES IX. TRAFFlC SIGN \ 322. RIM ` v SOX _— ————_——— PROTECT IN PLACE TO BE RELOCATED \ 1 212 FE m NpL PULL _— EX SD INLET STRUCTURE — PER SHEET 32 (P G SIG 1ED _——— PROTECT IN PLACE T \ EX. SO INLET STRUCTURE 1Rp'FgE REL0�36 PR. SLOPE ESM'T- CHARLE S jyl,IANV_ E R� —————— — \ PROTECT IN PLACE m tPER SNEET- ROUGH GRADING NOTES: 10 CONSTRUCT 3'WIDE PCC 'Y'DITCH PER DETAIL ON SHEET J. 11 CONC. DRAIN PIPE STRUCTURE PER DETAIL ON SHEET J. 17 ADJUST EXISTING SIGN TO GRADE CA ON: HSIU CHU TSE G PROTECT IN PLA _"L51Nc7F2E VALLEY EX. TELEPHONE MUNICIPAL WATER DJSTRJCT EX EVMWD RW 4`BO PROTECTECT IN PLACE TO BE RELOCATED LTTION:IX. --————————— ——————————— ————————PER SHEETI7--- _---- �PR.SLOPE ESM'T _ TRAFFlC SIGNAL PULL BOX EX. SCE POWER POLE EX. 16'&24"SO EX. 6"EVMWD RW EX TELEPHONE MH Ul TO BE RELOCATED PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE TO BE ADJUSTED TO GRADE D PER SHEET 36 PP 14163831E EX. SO BOX EX. UDG. ELECTRIC4L PER SHEET 17 EX. SCE POWER POLE PROTECT IN PLACE PROTECT IN PLACE PR. R 7Wr EX SCE POWER POLE EX SCE POWER POLE PROTECT/N PLACE EX. FLASHING BEACON EX TRAFFIC SIGN EX. SCE POWER POLE 'I, PROTECT IN PLACE PROTECT IN PLACE W PP 14163830E TO BE RELOCATED TO BE RELOCATED PROTECT IN PLACE pALI H LINE pp 4163833E PP J/4163834E r PER SHEET 36 PER HEET 3 PP,4163B32E PR. SIDEWALK I I All Il _-- -:-- '� Q - -- -- — — — — — _ — ---- _ — - .. - w m u o - - ' 'o� o h o o i�^ �yA EX. 18"SO W W 5+a0 .N uY `SAWCUT ONE C6 PR 8" CURB - O .. � �. EX. STREET EIGHT PROTECT IN PLACE -. �-_ S.IxYn PE zs tJ9 � - 1.� 60 61 62 63 _ w 'P 64. 65 "'/ 66 67 M PROTECT IN PLACE(Il'P.) _ _ iPR. CB RECONST. o JQ'� SEE KYWgY DETAIL ^v, X ON ESHEET 8 PR. 21'CB CANYON � ROAD 66+°° k �„ > o EX. EMWD RW CIS&BO ASSYS. & 18"SD o "'^ SAWCUT EX MEDIAN CURB .W I'd 26.9 sr ` 03 O �9 _ TO BE RELOCATED BY EMWD ,P� PR. 8"CURB '�`\'.BEG. LINE PROTECT.IN PLACfhE.' a. - t- + - - - - _ m -- }'a --- -- — -- --- ---- — — --- — — — _ W ��- — — — — _ — 61.2U —— —'lr SEX. SCE POWER POLE ITI z ')� 'ir EX 54 EMWD RW 7 —7—� 7—,._.7 fi——fi——�'——�——'�——'T- '� m DAYLIGHT LINE PROTECT IN PLACE 1314.7 RIM PP 4463517E PROTECT IN CE J 1310. RM 309.8 RIM PR. 21'CB DAYUGHT LINE - = PR. R/W 309.I R 1308.3 ft EX 30"EMWD BRINE PR. R/W 1313.2 R O3 ' R=5' R=5' PROTECT IN PLACE EX. EMWD RW U —————g~— 130J.5 RIM 1103.5 RI EX TRAFFIC SIGN LOCATOR WIRE BOX I— —————— —————EN —— END TO BE ADJUSTED TO GRADE 1302.0 EL 1 .0 FL-, TO BE RELOCATED Q PER SHEET 17 PER SHEET 32 PRO7ECT IN PUCE PR. SLOPE ESM'T-1�'_`` — CHARLES M MATTER „o l ywl �s 0 20 40 80 120 160 e if0' 0 0 SCALE: 1" = 40' ca 2 w xlwv aw+n pews THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR 1,U N SAKE R DRAWN BY: GF/SS 01/18 THE&1SISOF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I 7 �^ ® paf /0 POWE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, AoRoON cq�< P R v I N E ASS LANNING I ASSOCIATES AT N C E S E55 DESIGNED BY: SS 01/18 ENGINEERING • SURVEYING ��° q�Fy AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN m <. 1c CHECKED BY: OF 01/18 36 ° Three Hugh,-Wm,CA92618 H91:(949)5W010-R:(949)583-0 59 _4 ,z AND"BILL", BOTH AS PUREBRED ON CSRN DATA SHEETS,BEING & PAVEMENT REHABILITATION PLAN OF - UNDER THE SUPERVISION OF: w N0.astta m RECOMMENDED BY: N76°00'34"W(EPOCH 2O11.00) SHEETS EXP.09-30-18 A RAILROAD CANYON ROAD <- CITY ENGINEER RCE o. 43920 DATE ��` Gp �,T clvl� w SCALE: AS SHOWN (FROM STA. 48+00.00 TO STA. 58+00.00) FILE No. ¢h CTY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE FOFCAL1eoc DATE: ROUGH GRADING IMROVEMENTS �3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:38:18 AM FILE: F:\1020\Engineering\OA-Project\Imp_Street\SHT07.dwg ELSNIORE VALLEY 1v1U1�1C1PAL WATER DISTRICT ___------------------------J EX. SCE POWER POLE ———__ PR. SLOPE ESM'T EX UDG. TELEPHONE PROTECT IN PLACE _ __ PROTECT IN PLACE PP 14163836E _ —— X. OHE&OHC EX. 6"GAS ABANDON EX � T 1 PROTECT IN PLACE 18"STORM DRAIN�"19 A _ EX. TELEPHONE MH !I }" w TO BE ADJUSTED EX 6"EYMWD RW EX. GAS VALVE O zr �^^w TO GRADE PROTECT IN PACE TO BE ADJUSTED TO GRADE LL EX SCE POWER POLE PER SHEET 18 EX. UDG. ELECTRICAL PER SHEET 26 �c PROTECT IN PLACE W @@ ��\ >,. _ PROTECT IN PLACE _ - PP 4163837E PR. R/W EX. SCE POWER POLE PR. 21'CB —L 6g PR. SIDEWALK DAYLIGHT LINE EX. SCE POWER POLE PROTECT IN PLACE pR. 18,SO TOP Pp 47.99390E PLACEPROTECT IN PP 14163842E cri \\ �e� & 71 PR. 8" CURB ra+ Yg 'f - Uj ffi I r6+oa EX. 30"SD IL1 EX. SCE POWER on ��. e _ 72 sn9wr Pr,ab Lr SAWCUT LINE SEX. STREET LIGHT -A i PROTECT IN PLACE PROTECT IN PLACE 6^+. ` �' ^^�'. vl 'N to"? �'-_- � 73 74 PROTECT IN PLACE(Tl'P.) 75 PP 14163838E �T"` `°"—� A h ".+b �'�'�--• N RAILROAD - - i --�---� - + CANYON @ EX MEDIAN CURB ROAD SEE KEYWAY DETAIL �7r PT,n Rr ��RR•• M EX. EMWD RW CTS - m PR. Be"CURB @ SAWCUT LINE, _ PROTECT IN PLACE a X ON SHED 8 PR. 18"SO O TO BE RELOCATED 'r" —fih ^ N + PER SHEET 18 �' _ ~` "_�- �—i`_— �� � �r. - - h ^ _ — DAYLIGHT LINE • SCE POWER POLE TO BE 'I' ,� 1=b86 - 8 RM TJ ,o PR. R/W RELOCATED BY SCE FORCES i 1329.4 FL PP 14725957E 1344.9 JOIN EX. EMWD RW 1 42.5 FL 134.0 S FL TO Q) II 8 LOCATOR WIRE BOX `- TO BE RELOCATED Q W. PER SHEET 18 PR. SCE ESM'T —————— EX. SO INLET STRUCTURE—PROTECT IN PLACE CHARI ES 1VI.MATTER ROUGH SLOPE ESM'T w ——_ ROUGH GRADING NOTES: ELSINORE VALLEY EX. OHE&OHC MUNICIPAL WATER DISTRICT __ f0 CONSTRUCT 3'WIDE PCC V"DITCH PER DETAIL ON SHEET J. v p� o c� PR. SLOPE ESM'T _— 17 ADJUST EXISTING SIGN TO GRADE EX. UDG. TELEPHONE o w _— 1-'+, m PROTECT IN PLACE ><o a w o a,o w_' m EX. 8"GAS w m a 5 0 o, PR. PROTECT IN PLACE Sty a a o „ry• RW o n EX. 6"EVMWD RW m x PROTECT IN PLACE D S EX. UDG. ELECTRICAL Q c5 ti ,w o W ^o PROTECT IN PLACE PROPOSED KNISH GRADE Z �.. _ // .. ZTER ROUGH GRADEIT1 �� N _ /PROTECTIN PLACE2'OVER-EXCAVATIONLINE PR. 6"CURBx�� w ..` EX. 8"CURBAL'&G o PROPOSED GRADE v EF ? PROTECT IN PLACE n•p• PROPOSED SAWCUT LINE + N wo PR. SAWCUT LINE T . O µ 78 79 SO 81. EXISTING GRADE g0X O — i J` RAILROAD CANYON -� " --` -- B , VARIES PR. SAWCUT LINE PROPOSED SLOPE N EX. 8"CURB&GUTTER cn @ o m & PR. 8" CURB Y PROTECT IN PLACE ROAD ___ _ R1 K N`O ^ _ _ v ^� �,.. _ PLACE v "—EX GRADE D y _-- PROTECT IN BENCH l'XI'INTO EXISTING FILL �, EX. SIDEWALK _ .[ F4 ESTABLISH FILL KEYWAY .88 END p RI N MIN. 1-2 FT DEEP Q a DAYLIGHT L 4. 1 1362.5 FL o MIN. 7-8 FT WIDE Rl PR. RAWINE 1348.4 FL c Q EX GROUND EX. 54'EMWO RW LINE PROTECT IN PLACE i __ —q — ROUGH GRADE SLOPED SKIN—FILL DETAIL 'X' r = EX. 30"EMWD BRINE LINE II PROTECT IN PLACE —_——— i a ————— 'PR. SLOPE ESM'T �" NTS C IARLrS IVI MATTER (WHERE OCCURS - SEE ROUGH GRADING SHEET 5 THROUGH 8 HEREIN) v pQ a 0 20 40 80 120 160 calsr�vAwgovn h Acaice SCALE: 1° = 40' i° zy MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: CITY OF LAKE ELSINORE SHEET THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ® H U N SAKE R & ASSOCIATES DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE 8 z g CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE RpOFE55/a I R V I N E I N c �o ouN cR'wz DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, � PUNNING • ENGINEERING • SURVEYING �� ,�`"', AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS'ECFS" STREET WIDENING PLAN �'Q Th-Hue.•Irvin,CA92616-PH:(949)5IM1010•FX:(949)565-0r59 ti LL ,- CHECKED BY: DF 01/18 AND'B/U', BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING 3 6 z UNDER THE SUPERVISION OF: N0.49116 RECOMMENDED BY: N76'OO'34"W EPOCH 2011.00) & PAVEMENT REHABILITATION PLAN OF SHEETS -rcPwtwJ O EXP.09-30-18 A ( RAILROAD CANYON ROAD 97 CITY ENGINEER RAD FAGRELL, RCE o� DATE ��___E— -� c�G//� sf'T alY` �P SCALE: AS SHOWN FILE No. a CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE F�CAL(F�P DATE: (FROM STA. 68+00.00 TO STA. 80+00.00) 1,Q io ROUGH GRADING IMROVEMENTS NO*' -1 K PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:38:50 AM FILE. F.\1020\Engineering\OA-Project\Imp-Street\SHTO8.cwg PR. PR. RIN RN✓ S'LY R IN I 110' I PR. PR 55' S5' NIL I S'1.Y 11.75t 43.25t WIN 12.25 RAN S' 3.75't 8't 3725t 11.2 t J7.50t 5' J' 4.25' 6t 28.50' 14,25' 5.ZSt I 55, 55' EX. 2:1 SLOPE} I (70%) 1 12.50t 42.50't VARIES:43.25'-42.75' VARIES: 1}.75'-12.25' _ I 14.50't 8Y J7t if.5t J7t 5' d' 375'I (6p$tJ I 5.50't 28.50' 14.75' 1I 6.25E EX. 8" C&G PROTECT IN PLACE t n I EX. SIDEWALK (�_) a I w I PROTECT IN PLACE - � I EX.AC/AB PAVEMENT 60 2 0% .1 EX. 3/4:1 SLOPE -n n `fit I EX. 2:1 SLOPE\ i (20--) (2.0u) (Z�' ") a 2.0% 'r ~EX. 3/4:1 SCOPE EX. 6"MEDIAN C&G _ - - _ PROTECT IN PLACE ?,, .�'x-'��'*•`r$�`^`i. '':.;5i - - 2.0%t I JOIN EX. FG I -- EX. 6"MEDIAN CURB EX.SIDEWALK 9 10PROTECT IN PLACE 11 PR. X V-DITCH PROTECT IN PLACE EX.AC/AB PAVEMENT PR. FG £X. 8"C&G 1 EX.AC/AB PAVEMENT 20 21 JOIN EX FG PROTECT IN P J EX. 6"MEDIAN CURB EX.AC P PR. 3' V-DITCH LACE /AB PROTECT IN PLACE AVEMENT PR. FG SEE SHEET 22-PAVEMENT REHABILITATION PLAN RAILROAD CANYON ROAD-STREET SECTION 1-1 SEE SHEET 22- PAVEMENT REHABILITATION PLAN FROM STREET STATION 8+76.61 TO 12+45.72 RAILROAD CANYON ROAD-STREET SECTION 2-2 (PUBLIC) FROM STREET STATION 12+45.72 TO 17+98.69 NOT TO SCALE (PUBLIC) PR, NOT TO SCALE NLY PR. RINSI Y NLY E SLY R. RAN 110 VARIES: 110'-102' 55' S5 - I VARIES:55'-5J' VARIES:55'-49' 12.50` VARIES: 12.50'-12.25` __ VARIES:4325'-4125' 42.50' __ _ 43.25'_ 11.75' VARIES:4250'-40.75' . . _ VARIES 11.75'-7.75' 14.50' 4' 4' 3Tt VA IES 11. 5t 37t V�5' 3' J.75'1 VARIES:4.50'-4.25' I 4' 4' 37t 1.75t TO 775E 37Y 5' 3' 1 VARIES:3.75'RT_TO 0.5'LT_ 15.50' 27' 6.15't 5.50't 28.50' 14.15' I I VARIES:5.50E TO 3.25't VARIES:28.50'-26' VARIES 14.75'-15.25' 4' VARIES: 15.50'-1J75' 27' VARIES: 6.25f TO 4.25t T- -, CHAIN LINK PR. TOP i ' w`J`JOIN fX. FG �, PR. TOP2 0%t)D,g' ( (ZOO) a SEX 3/4:1 SLOPE JOIN EX FG IQ a p rtiEX 2:1 SLOP£ 2. zixi &OX i 20$ (20%f) a - _i (ZO�� a �EX. 3/4:1 SLOPE 23 1:` i -_ I EX. 2:1 SLOPE 2.0 � A PR. FG M 21 20 EX. 6"MEDIAN CURB 20 JOIN EX. FG PR. FG EX.AC/AB PAVEMENT PROTECT IN PLACE EX.AC/AB PAVEMENT 21 PR. 3'V-DITCH 21 20 EX. 6"MED14N CURB 20 JOIN EX. FG PR. FG EX.AC/AB PAVEMENT PROTECT IN PLACE EX.AC/AR PAVEMENT 21 PR. 3'V-DITCH SEE SHEET 22 -PAVEMENT REHABILITATION PLAN SEE SHEET 22-PAVEMENT REHABILITATION PLAN PR. FG RAILROAD CANYON ROAD-STREET SECTION 3-3 RAILROAD CANYON ROAD-STREET SECTION 4-4 FROM STREET STATION 17+98.69 TO 20+00.00 (PUBLIC) FROM STREET STATION 20+00.00 TO 27+4Z72 NOT TO SCALE (PUBLIC) PR. NOT TO SCALE PR N'LY RAN SLY PR. R4Y NLY PR 102' sty RhV RAN 53' 49, VARIES' 12.25'-10,75' VARIES:40.75'-42.25' VARIES:41.25'-40.25' 1 VARIES: 7.75'-8.75' L _ VARIES 1021-1 to, I VARIES 53'-57' VARIES: 49'-53' _ VARIES:4.25'-2.75' 4' 4' 36.25t 7.75't 37.25t 5' 3' VARIES: 1D75'-9,J6' VARIES:42.25'-4Z64' --- VARIES:40.25'-42.25' VARIES 8.75'-10.75' 4.25t VARIES 25'-26' VARIES: 16.25'-15.25' 4' VAR S VARIES: 1375'-15.25' 27' .50 W� I VARIES:2.75'-0.76' I 4• 4y VARIES:36.25t TO 41.25.+ 7.75t TO 11.75' JZ25t 5' 3' I VARIES:0.75'-3' CHAIN LINK �a I VARIES:4.25t TO 6.50t VARIES:25'-27' VARIES: 14.50'-15.25' VARIES: 15.25'-19.64' VARIES:17'-28' VARIES:J.50t TO S25t (7 00 * EX. 3/4:1 SLOPE JOIN EX. FG I I � z n 21 I PR. TOP I a 1 �i-w+ ^ �', 20 JOIN EX. FG I �'a (2 07.f) n n (Z 0,2;{# a PR. TOP I a_p 7 07 )* '� PR. 3' V-DITCH 2'0'g _) EX.2.i SLOPE 20$ U (r EX AC/AB PAVEMENT PR. FG 2.0%t Z0$t JOIN EX FG �a Lt, EX.2:1 SLOPE - (7=) c EX 6"MEDIAN C&G I =" EX 2:1 SLOPE 3 t-- PROTECT IN PLACE JOIN EX. FG ' EX. 6"MEDIAN CURB 23 PROTECT IN PLACE PR. FG 20 EX. 6"MEDIAN CURB 20 11 PR. 3' V-DITCH PR. FG EX. AC/AB PAVEMENT �'21 EX. AC/AB PAVEMENT PROTECT IN PLACE EX.AC/AB PAVEMENT PR. FG C� STREET CONSTRUCTION NOTES: ^ SEE SHEET 22&2J-PAVEMENT REHABILITATION PLAN SEE SHEET 2J-PAVEMENT REHABILITATION PLAN �-CONSTRUCT 5.5"AC OVER 6'AB. STRUCTURAL SECTION TO BE VERIFIED BY PROJECT v 21 NOTE'STREET ENDS FULL SUPERELEVATION AT STA. J4+46.13 *NOTE:NTY CURB CONSTRUCTION ENDS AT STA. JB+58.45 SOILS ENGINEER DURING GRADING AND WITH APPROVAL OF THE CITY ENGINEER. %k%J:NOTE N'LY PKWY CONSTRUCTION ENDS AT STA. 38+67,43 21 CONSTRUCT 8"TYPE 18"INTEGRAL CURB&GUTTER PER CITY OF LAKE ELSINORE RAILROAD CANYON ROAD-STREET SECTION 5-5 STD, PLAN No,201, RAILROAD CANYON ROAD-STREET SECTION 6-6 23 CONSTRUCT 4"PCC SIDEWALK(WIDTH=4)PER CITY OF LAKE ELSINORE STD, NO.210. FROM STREET STATION 27+4772 TO 36+46.09(PUBLIC) FROM STREET STATION 36+46.09 TO J9+00.00 28 COLD PLANE(MILL)2"MIN. LIMIT AS SHOWN ON PLAN(W=5'MIN.)EX. i z NOTE. SEE SHEET 22-27 FOR PAVEMENT REHABILITATION (PUBLIC) PAVEMENT&CONSTRUCT VARIABLE THICKNESS ARHM OVERLAY(2"MIN.) NOT TO SCALE NOT SCALE O-INSTALL 5'HIGH CHAIN LINK FENCE PER CITY OF LAKE ELSINORE STD PLAN NO 604A&604B. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3s THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ® HUNSAKER & ASSOCIATES oFESS' DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THECALIFORNIASTATE CITY OF LAKE ELSINORE SHEET 9 Wx CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE pa o p? I R V I N E I N C �4,0000N cR�<F DESIGNED HY: SS pi/19 PLANE COORDINATE SYSTEM,ZONE 5,NORTH AMERICAN DATUM 1983, PLANNING ENGINEERING • SURVEYING ,� t AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN rl Thna Huphw.,.N,CA 9261E•PH:1949)58}1010•F%;(949)5W5 759 !� '" �n CHECKED BY: DF 01 18 UNDER THE SUPERVISION OF: w'� N0.49110 '"'z^ RECOMMENDED BY: / �0"BILL BOTH AS PUBLISHED ON CSRN DATA SHEETS,BEING & PAVEMENT REHABILITATION PLAN OF 36 b ( z E%P.09-30-1e a N76°00'34"W(EPOCH 2O11.00) SHEETS BRAD FAGRELL, RCE N&JI 43920 DATE ,n r SCALE: AS SHOWN RAILROAD CANYON ROAD CITY ENGINEER S-���- 9lL r +rF 0'vl� oa`' FROM GRAPE ST. TO CANYON HILLS ROAD CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE OFCAL(F DATE: STREET SECTIONS s PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:39:01 AM FILE: F:\1020\Engineering\OA-Project\Imp-Street\SHTD9.d wg PR. PR. N'LY NL WY SYY R/YV VARIES: 110�-116' VARIES 1101-102' VARIES:57-58' VARIES:5J'-58' I VARIES:57'-0' VARIES 53'-49' I 4Z75t VARIES: 42.25'-43.50' VARIES: 10.75'-14.5' VARIES 14.75'-13' VARIES: 42.25'-40' VARIES: 4d50'-41.5' VARIES 9.50'-Z5' VARIES EE9.25':6 4' VARI 41 t VARIES: 12t ID J25t 374 VARIES 5' 3' I VARIES: L5'-6.5' VARIES: 6.75'-5' I 4' 4' 37t 11.501 TO Z50t 3Z25t 5' 3' I VARIES 1.50'RT TO 0.50'LT 6.75't VARIES:28'-29' VARIES: 14.25'-14.5' I I VARIES:5.25t TO Jt VARIES:29'-17' 14.50' VARIES:525t LT RT TO 3.5t VARIES: 14.25'-14' VARIES:28'-26' VARIES:6t TO 4.50t EX. 2:1 SLOPE I 2 n (2.0_ I PR. TOP a n i ,I (.09,) (20xt) EX 21 SLOPE JOIN EX FG -G• ~n W _ EX. 2.1 SLOP - z _ _ ^r, EX. 2.1 SLOPE 20%t I Lox � 2.oz � (2 o_xf� V (2°�zt) �I E� i 2.Oxt �,.^r."•� ?...%vas'„ 20� 2.Ox EX. SIDEWALK 13 PROTECT IN PLACE EX. 6'MEDIAN CURB 10 JOIN EX. FG PR. FG JOIN EX, FG EX. 8"C&G EX.AC/AB PAVEMENT PROTECT IN PLACE EX,AC/AB PAVEMENT 17 PR. 3' V-DITCH 21 20 EX.AC/AB PAVEMENT EX, 6"MEDIAN PLACE B EX AC/AB PAVEMENT 10 11 PR. 3'V-DITCH PROTECT IN PLACE J - PR. FG PR. FG SEE SHEET 23&24-PAVEMENT REHABILITATION PLAN SEE SHEET 24 -PAVEMENT REHABILITATION PLAN RAILROAD CANYON ROAD-STREET SECTION 7-7 FROM STREET STATION J9+00.00 TO 53+04.74 RAILROAD CANYON ROAD-STREET SECTION 8-8 (PUBLIC) FROM STREET STATION 53+04.74 TO 59+15.18 NOT TO SCALE (PUBLIC) NOT TO SCALE PR. PR. N'LY RAW 6'LY I RW I PR.NIL P I 102' I PR RIW I S'LV _ _ 53 . RIM/ 49' VARIES: 13'-12.78' VARIES 7 _: 40'-40.22' 41.50, ,5_ 0' i VARIES.5'-4.78' L 4' 4' 36.75't 7. Ot JZ25t 5 J'I 102' I - 3.25t 26.50' 15' 4' 53' 49' VARIES 14'-14.22' 26' 4.15t CHAIN LINK 1J' 40' 41.50' Z50' I I r 37f 7.50'f 37t 5' J') II 2.Ox Jt 27' 14.50' 4' I `3=� �EX.3/4:1 SLOPE 14, 26' 4.50t JOIN EX. FG 1 CHAIN LINK I 3011 PR. TOP 1 ao a� I I WW n n-'';. (3;.' � 20 21 JOIN EX. FIG I lu a n PR. TOP PR. 3' V-DITCH ?.Oz (2.Oxt) (10%t I \-EX, 3/41 SLOPE JOIN EX. FG I I ,,, � , /7 EX. AC/AB PAVEMENT EX. 2:1 SLOPE I 2.Oxt 20 20X I - 20z 3.0xt) r C PR. FG - v I EX. 2:1 SLOPE < �'+' EX. 6"MEDIAN C&G i.`� '�'•" PROTECT IN PLACE 23 23 PR. FG PR. FG EX. 6"MEDIAN CURB 21 20 EX. 6"MEDIAN CURB Y0 21 JOIN EX. FG 21 20 PROTECT IN PLACE EX.AC/AB PAVEMENTJ PROTECT IN PLACE EX.AC/AB PAVEMEN PR. 3'V-DITCH EX. AC/AB PAVEMENT 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 (PUBLIC) FROM STREET STATION 67+23.73 TO 71+94.62 NOT TO SCALE (PUBLIC) PR. NOT TO SCALE N'LY PR. RIW StylY E PR. S'LY I L _ _ VARIES: 1021-122' VARIES 53-61' VARIES 49'-61' ---- -- VARIES: 1278'-12' -__- VARIES: 40.22'-49' __ VARIES: 41.50'-50' JI VARIES: 7.50'-1 f' 61, 61 VARIES 12' 49' S0' 11_ VARIES 477-4' I 4' 4' VARIES:36.251 TO 41.25t Z50t TO 13.50t VARIES; TO 42.75t IJ. Ot SO' g 3� 3•I F - -- _ _ _ 5' J' 1 VARIES 0.50'LT TO 3'RT 14' 4' 4' VARIES:S25t TO 6.25t �- -- VARIES:26'-29.81' VARIES: 15.50'-20.19' I -- - - 6.25t VARIES;29.81'-31' VARIES:10.19'-19'_._ -`1 VARIES: 14.21'-19' VARIES:26"-30' VARIES:4.25t TO Z25t 19' 30' Z25'f I I 1 i PR. TOP a,p �� I JOIN EX FG I 20 a (20xt) _ .� n (2 , 2.Ox I 1 I $ -n a EX.2:1 SLOPE $ 2.0x't ` 10 �& fX. 2.•1 SLOPE EX 2:1 SLOPE I 2.Oxt (20%t) I., n. (20�.t� �EX. 3/4:1 SLOPE �� n ) a5 a¢ 1 _ s5£t - . Rt 20 L 1 rgn8f I :. 1' 13 � 23 PR. FG 10 EX 6"MEDIAN CURB EX 6"MEDIAN C&G EX.AC/AB PAVEMENT 20 JOIN EX. FG PR. fG 11 EX A/AB PAVEMENT PROTECT IN PLACE PROTECT IN PLACE 27 P PR. 3'V-DITCH 21 20 EX AC AB PAVEMENT PROTECTIN PLACERS £X AC/AB PAVEMENT 20 21 JOIN EX FG �Q R. FG IPR. FG PR. 3'V-DITCH SEE SHEET 25 -PAVEMENT REHABILITATION PLAN II SEE SHEET 25-27- PAVEMENT REHABILITATION PLAN STREET CONSTRUCTION NOTES: -- 20 CONSTRUCT 5.5"AC OVER 6"AB. STRUCTURAL SECTION TO BE VERIFIED BY PROJECT RAILROAD CANYON ROAD-STREET SECTION 11-11 SOILS ENGINEER DURING GRADING AND WITH APPROVAL OF THE CITY ENGINEER, RAILROAD CANYON ROAD-STREET SECTION 12-12 21 CONSTRUCT 8"TYPE 8"INTEGRAL CURB&GUTTER PER CITY OF LAKE ELSINORE FROM STREET STATION 71+94.62 TO 76+04.62 STD. PLAN NO. 201. (PUBLIC) 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. T NOT TO SCALE (PUBLIC) 28 COLD PLANE(MILL)2"MIN. LIMIT AS SHOWN ON PLAN(W=5'MIN.)EX. NOTE: SEE SHEET 22-27 FOR PAVEMENT REHABILITATION NOT TO SCALE PAVEMENT&CONSTRUCT VARIABLE THICKNESS ARHM OVERLAY(2"MIN.) n i 35 INSTALL 5'HIGH CHAIN LINK FENCE PER CITY OF LAKE ELSINORE STD PLAN NO. 604A&6046, 3 n MARK REVISIONS AP P R. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ® HUNSAKER & ASSOCIATES OFESSI DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THECALIFORNIASTATE CITY OF LAKE ELSINORE SHEET 9A #CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE eR o I R V I N E I N C �F,OOOUN CR9�(P DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 198J, PLANNING • ENGINEERING • SURVEYING l AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS'ECFS" STREET WIDENING PLAN Thm Huslw•Ir im CA92618•Ptl:1949)583-1010•FM%9)583-0759 m°' � CHECKED BY: OF 01 18 UNDER THE SUPERVISION OF: �'` NO.49118 `"^ RECOMMENDED BY: / AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN OF 3 6 za -6 I E%P.09-30-18 a N76°0034'W(EPOCH 2O11.00) RAILROAD CANYON ROAD SHEETS BRAD FAGRELL, RCE 43920 DATE _ / /r ,n�,r p SCALE: AS SHOWN FILE No. CITY ENGINEER - �- G P +e CA` oa FROM GRAPE ST. TO CANYON HILLS ROAD CITY OF LAKE ELSINORE FREI N GRAYLEE, RCE No. 49118 DATE aFUF DATE: STREET SECTIONS \.%' \%' PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:39:07 AM FILE: F:\1020\Engineering\OA-Project\Imp_Street\SHTO9A.dwg EX,ROAD TRAVELWAY PR. NEW LANE AC AB VARIES CONSTRUCT PER PLAN EX. 6'MEDIAN 2"MIN. COLD MILL PAVEMENT(TYR) CURB WITH 2"MIN.AC OVERLAY EX. FIG �w ao EX.AC/AB (z.ort) a 2.Ox Z OX{ EX.2;1 SLOPE PAVEMENT - _ - `JOIN EX. FIG PLACE PAVING MAT INTERLAYER AT `PR. 3' V-DITCH BASE OF PAVEMENT COLD MILLING; PR. FG IMPROVING LOCAL ROADS ONE MILE AT A TIME PAVING MAT MATERAL SHALL BE PR. 8"CURB GCASSPAVE50 iENSAR/SLGOBAIN) &GUTTER OR APPROVED EQUAL yTYPICAL PAVEMENT COLD MILL DETAIL CITY OF LAKE ELSINORE RAILROAD CANYON ROAD 5'TRANSITION PER PLAN STREET WIDENING/PAVEMENT / \ REHABILITATION IMPROVEMENTS / j 5' TRANSITION it EX. 6" CURB J a a ° o EX. 6"CURB c: PER PLAN PR. 8"CURB a c PR. 8"CURB � � Mayor: Cvurlcll A�1+OETtbt'r1; Natasha Johncr%n 1%,v pi iiir lurl' n d a Mayor Pro-Tern: Bob MaLp-, GUTTER EDGE 7--I 5t eve Manos rerl,ll, 1r,r1.11 PLAN VIEW SECTION'B-B' www.lake-elsinore.org 22 CURB TRANSITION DETAIL NTS 3s IMPROVEMENT PROJECT CONSTRUCTION SIGN IS SAFETY COVER PLATE h Igo x HEIGHT OF CURB WITH TORSION HINGE SAFETY COVER PLATE �C 316'x 23t6'STAINLESS STEEL BOLT- 2 PLATES A AT RIGHT(FOR HANDLE) SAFETY CHAIN � 2t16 r EXIST. MANHOLE �• PCQc. _I_~ g", X 13t6'%516'LG }j516 RING&COVER �- C CURB (ADJUST TO `F"x 1116"FB x 4"LG z GRADE) EXISTING PAVEMENT NEW_PAKWENT _ DROP HANDLE A CURB AND GUTTER III i,]T<- VARIES 5'OF VARIABLE _11, z� DEPTN COLD PLANE MIN. I EXISTING EDGE AND OVERLAY OF PAVEMENT TOP OF CURB sm * +65tfi 5.5'AC x (ELEV PER PROFILE) �d *+2C' P.C.C.CURB STEEL CURB PLATE P.C.C. CURB O O `� 6'AB 0.10,MINSTEEL }, .• . COVER MANHOLE LID * PR. FS V ---- LEAVE EXIST. B4SE FRAME EXIST, GROUND PR,A.C. PVMT, PR.NEW RINGS (UPON EXIST. RINGS COVER /// OF INSPECTOR) \ \/ /� CURB. PLATE _ / \�//\\� \� NOTE: AC PG 64-10 (SEE STREET IMPOVEMENT SUBGRADE(95R MIN.RELATIVE COMPACTION TO 1.0-FT MIN. DEPTH) VAL_ ,\,, �yy��_� ; -\���/�\\��\�//\\�\\///\\��\��\��• 20 PAVEMENT SECTION 2 SAWCUT AND JOIN DETAIL COVER /\//\\j/ NTS EXIST. i/\\ \j\\%\\j�/ DEMOLITION NOTES: >K l VAULT MH /\\/\\ \\�/ 2a-SAWCUT&REMOVE EXISTING AC PAVEMENT DETAIL'D' — SECTION'A-A' DIMENSIONS ARE DEPENDENT /�STREET CONSTRUCTION NOTES: ON APPLICATION `0 CONSTRUCT 5.5"AC OVER 6'AB. STRUCTURAL SECTION TO BE VERIFIED BY PROJECT 22 CONSTRUCT CURB TRANSITION FROM 6"TO 8"PER DETAIL ON SHEET HEREON. o-ADJUST 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 PAVEMENT REHABILITATION CONSTRUCTION NOTES: FALSE CURB MANHOLE COVER 91 COLD MILL EXISTING PAVEMENT(2"MIN.)&INSTALL GLASPAVE MATTING OR 26 NTS APPROVED EQUAL WITH(2"MIN.)AC OVERLAY, SEE DETAIL HEREON Q? soa �a=�oaa ca s w wem,a ow.we— UY PREPARED BY: SEAL BASIS OF BEARING: ; MARK REVISIONS APPR. DATE THESAPPROPRIATE CONDITIONS FE DEVELOPMENT IAND/OR ITH DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING CITY OF LAKE ELSINORE SHEET 10 za HUNSAKER & ASSOCIATES POFESS/ CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R 11 1 N E , I N C . �10 OON cq t DESIGNED BY: SS 01/1B PLANE COORDINATE SYSTEM,ZONE 5,NORTH AMERICAN DATUM 198J, PLANNING ENGINEERING • SURVEYING �� ,�F AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS'ECFS" STREET WIDENING PLAN 3 G CHECKED BY; DF 01 18 UNDER HE S PERM•PH:19491383-1010•F%:(9,91383-0]39 h� m= AND"BILL",BOTH AS PUBLISHED ON CSRN L1,17A SHEETS,BEING z & PAVEMENT REHABILITATION PLAN of C-uR�cRxx q � rg UNDER THE SUPERVISION OF: W No.astte m RECOMMENDED BY: N760034"W(EPOCH 2011.00) SHEEiS ERP.09-30-1e A RAILROAD CANYON ROAD =- BRAD FAGRELL, RCE N 43920 DATE 9yelmr Nq -- aP SCALE: As SHOWN FROM GRAPE ST. TO CANYON HILLS ROAD FILE No. CITY ENGINEER r °e CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RICE No. 49118 DATE FaFcAUP°� DATE: CONSTRUCTION DETAILS C6 k$Z C3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:39:12 AM FILE: F:\1020\Engineering\OA_Project\Imp_Street\SHT10.dwg N U ^ m Ns 1. frPR R/W io -- - - �-- p+j�,-^�'O��-^O QcI+3 S p•�O+ U� MU pV oUc�WU�I - ^ m� N,Oj^NMI _2 ml_�ro � rol,� + 3 - U� M NjHj M o�q N v k �Aq M^'ini `PR. R/W mNN O^ n U U O O4l I�Waa rp1'� Oafa: riAN � bNl M� by~y'H � D Wa OA ^ MmW N^ o�Of 't eOl� V�l� .wpm W �� ^fib '� Oboe qOn D - 4 - U - e0 I I n LOCAL DEPRESSION D€TAIL NO 1 n MEDIAN LOCAL DEPRESSION DETAIL NO. 2 n LOCAL DEPRESSION DETAIL NO 3 MEDIAN LOCAL DEPRESSION DETAIL NO. 4 �J SCALE: 1=1ff J SCALE: 1"=10' SCALE: 1"=10' SCALE: 1"=10' U U U U _ 4 4 e ^ ^ Mb 4 NN +�4.}b^ m ON � N N It1 M��2 ti� O' .�1-t�.�I�lz Ono^^� h II Mn0�nO PR. R/W nN mrnN mb + N0mNo0 7�PR, -- -- � � 3PRR/W +oM NNhMN "' PR. R/W d4 U F^•-V•-.- �MM�M^ bEy �M��MM 4 D Q I"----------- LOCAL DEPRESSION DETAIL NO 5 LOCAL DEPRESSION DETAIL NO. 6 LOCAL DEPRESSION DETAIL NO 7 LOCAL DEPRESSION DETAIL NO. 8 J SCALE: 1"=10' J SCALE: 1"=10' `i �5 SCALE: 1"=10' SCALE: i"=10' C2 mNNO�M ON ^M�nNO +fib*pip W R/W �10 b��b MM �vi 3 b MM b.f^'j ._ ._ ._ ^M�MM :, •_ _ -- • PR. R/W U� R 3 ti PR. o ^00^Nh d o d hpvv�nO MhT fp�•1 b^,p m A O a +V vv +U nA N N^v pp OO t+p M� +^'1^'] c+oU r______________� U U U U U %. % n MEDIAN LOCAL DEPRESSION DETAIL NO 9 n LOCAL DEPRESSION DETAIL NO. 10 n LOCAL DEPRESSION DETAIL NO 11A & 11B ��JI LOCAL DEPRESSION DETAIL NO. 12 J SCALE: 1"=1 Q' �J SCALE: 1"=1 D' J SCALE: 1"=10' SCALE; 1"=10' STREET C0NSTRUCTION NOTES: 01Q 25 CONSTRUCT LOCAL DEPRESSION FOR CATCH BASIN PER MODIFIED COUNTY 1 OF RIVERSIDE STD. PLAN NO. 311, CASE C'AND PER DETAIL HEREON. CPO tvwi cal z FBI waft oa+h,wow. MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: Tv C THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ®HUNSAKER & ASSOCIATES IN s DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIASTATE CITY Or LAKE ELSINORE SHEET CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ?R ° PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 198J, - I R V I N E i N C Eo oUN cq�( DESIGNED BY: SS 01/iB PUwNINc •, ENGINEERING • SURVEYING �� ,�Fy AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS'ECFS" STREET WIDENING PLAN Thne Hugho•IMnq CA 9PfiI9•PH:(949)5l11010•FX(9�9)5l3-0)59 y`` ��% CHECKED BY: OF 01/18 36 N0.4911 B `"m AND'BILL",BOTH AS PUBLISHED ON CSRN DATA SHEETS,BEING Q IS UNDER THE SUPERVISION OF: m RECOMMENDED BY: & PAVEMENT REHABILITATION PLAN OF SHEETS 1� E FXP,°9-3a-18 N7600'34"W(EPOCH 2O11.00) BRAD FAGRELL, RCF NC 43920 DATE s RAILROAD CANYON ROAD ¢T SCALE: AS SHOWN FILE No. CITY ENGINEER �- �� (� /� yr clvi, dP `� °• CITY OF LAKE ELSINORE F�-cAUFoa FROM GRAPE ST. TO CANYON HILLS ROAD FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE: LOCAL DEPRESSION DETAILS t�� � �3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:39:19 AM FILE: F:\1020\Engineering\OA_Project\Imp_Street\SHT11.dwg i m I .. !. - TOP OF EX. N'LY CUR . av ; (PROTECT) i i I 1 ,..._...._.. .. .. - ,__-. _...... .. .. _. .._ .. .., .. _.. TOP;OF NTY CURB o'y I TOP OF EX. NTY,MEDIAN CURB W (PROTECT) I 1298 f' TOP OF EX. 'LY MEDIAN CURB " + �(P OTECT) {d 1294 F/y i LU � j tl p 7 s 1286 U 129 1282 76% 2.88% U TOP OF EX:. .S'LY �f.IRB '_8__C RB..TO._._. .... L.. m mV 'o' �. "'. 2.92% 2- 1294 ob m� o TOP OF SLY CURB o a " N_ a.3z% 2sas� uR rRnN. m m o + a'n ^a ^ ro 3.52% 1290 N o `�V m m i m m m m m u mc� h +�' v m m ^ 3.76% aw.. +,,. `n�' n� oU cn co oc> N� o ^o »i m 1286 �� me o� �� o� +y +h N o� W + ©..1- N h1- ^ti mU 10U OU yU 'U hU h. t\h + +O ^N _ b,. N `✓ 3.2D% o+h +N + + o� Nti h� r,ti I- '- + +� nm �ro 368% - ro + $^ o N ^N 3.20% 1282 N ^ ^ N N 'n o m ^m ^ N ^m m N 3.28%' 3.00% _.. 1,24 -1.48$ -1.32$ ^ '' F N __ _ ^N N `^�' 56% 3.04% 3.52% -l.68$ -1.24$ -0.92$ -0.88R -0.92$ -0.64$ -0.36$ -O.�Q$. G.24$ D.72$ L.16$ 1.20$ 1.48$ 1.64% 2.08 2. 1278 � i , PRMLE SCALES I I 8+00 9+00 10+00 11+00 12+00 _ - 13 I VERY: 1»=B, - ------- +00 14+00 15+00 16+00 17+00 18+00 CJTY OF LAKE EL SNORE EX SCE POWER POLE STREET CONSTRUCTION NOTES: PROTECT IN PLACE 20 CONSTRUCT 5.5"AC OVER 6"AB. STRUCTURAL SECTION TO BE VERIFIED BY PROJECT SOILS ENGINEER DURING GRADING AND WITH APPROVAL OF THE CITY ENGINEER. EX OHE&OHC 21 CONSTRUCT 8"TYPE 6A"CURB PER CITY OF LAKE ELSINORE STD. PLAN NO. 203. 23 CONSTRUCT 4"PCC SIDEWALK(WIDTH=4)PER CITY OF LAKE ELSINORE STD. NO. 210. EX. UDC• TELEPHONE 24 RECONSTRUCT MEDIAN CATCH BASIN&LOCAL DEPRESSION PER DETAIL ON SHEET 4. i----'---------_PROTECT IN PLACE -. PR. SLOPE ESM'T 25 CONSTRUCT LOCAL DEPRESSION FOR CATCH BASIN PER MODIFIED COUNTY OF RIVERSIDE EX.P30"ROTECT EMWD BRINE SEX. UDGPROTECT ELECTRICAL PROTECT IN PLACE PROTECT IN PLACE - - : ___ - STD. PLAN NO. 311, CASE "C"AND PER DETAIL ON SHEET 11. EX 54"PROTECT EMWD PLACE EX.PROTECT SD pROTE SIN -_ 36 INSTALL CITY IMPROVEMENT PROJECT CONSTRUC77ON SION PER CITY OF LAKE ELSINORE STD No. 600. PROTECT/N PLACE PROTECT IN PLACE PR. R/W EX 6 EVMWD RW ,� ` /i EX. SCE POWER POLE - - - 14+65.67 RAILROAD CANYON ROAD PROTECT IN PLACE PROTECT IN PLACE - EX. SCE POWER POLE 14+65J2 RAILROAD CANYON ROAD IMPROVEMENTS CP 8-165 EMWD RECYCLED WATER CONSTRUCTION NOTES: u 7' _ _ _ PROTECT IN PLACE - ST. C EC 60 RELOCATE EXISTING METER PER EMWD STD, DWG. 8-344. RELOCATE EXIS77NG LOCATOR WIRE BOX PER EMWD STD. DWG. 8-656. EX SCE POWER POLE Q'- _ . - EX. 8"C&G /I/ - �� \\ `_ CURVE&LINE DATA PROTECT IN PLACE _ - µ PROTECT IN PLACE J C 11+1.57 ` ¢CB 2 2 2 - - BEARING/DELTA RADIUS LENGTH TANGENT ro N W=14' 3 o>¢ 1, _.. ,1 l -,-�. _ - -----, _ 14 - A 2 244 34'S4° 707.25' 954.43' 54.09' 5 *` J '• -- _ PX 7E"SO PNE :X 0 70Z25' 303.43' 154.09' i --..' .. o D EX MEDIAN C&G JI' CANYON _ v gg \ `, p a 3 \� .. .� / (PN CO�CE - rV AILR� PROTECT IN PLACE 3 ,QO ROTF�E�(IGNT EX. SCE POWER POLE ,�Q a v ii°36'47" 697.25' 141.32' 70,90' MEp IN P �0 P. 18"SD �►-- 2 '1 A� /N p \ 2 � '- a O8°50'29" 707.25' f 09.14' S4.6B' �3 t.- • 1 ) 44G - PROTECT IN PLACE E0"?J aro'�`co2 Q S 61°26'22"E - 134.28' - 1 2 _ \�PgO7CD�AN CUR S a - ti .H �x 'r'2, ^ © S 61°26'36" - _. ORpl15 j PIgCE d �'� "•"'y `? W p'`^ Oi S 612622"E - 947J2' - TOTAL 06, 9 ° �Y " - _ DAYLIGHT LINE �:"�,� ` \.y.OW eIr EP �� 76 0 Q S 61°2622"E - 400.05, - TOTAL - PR. 3'V-DITCH _ PR. ,c7• 6 7 y - - T � /W �� _ � 9 S 612622"E ZOL31' TOTAL Y _ --- _ PER RG PLAN - 2 "+ �+ �.lj s Myy T 2-9 PR. SLOPE ESM'T ��-�, � -.., ^ -h..h' ''• 0&G \f' 0'12 ci. iz _:mm '` 2 r' ^ _ EX 54"EMWD RW \C\P CE Ao� mm N rF2 '-f" c1 m z vo 'o•~ hh'~ PROTECT IN PLACE \ `y 8 b ^h w 1 ,� _ ` - _ b a.�'N M o• 0 \ - _N �s m PROF1r1N LLC d ti hti z -z oz ro v, v '� e �• y EX.PJO'ROTECT EMWD BRINE NN�O4� '�.'1av^. ry . PROTECT IN PLACE �,. ��3 R r n 6 DOROTHY 8OONE-NlURDOCK 6 EX. SO INLET STRUCTURE PROTECT IN PLACE V 'o F NIALMART REALTY COMPANY sT LEGEND(LIMITS AS SHOWN) 5.5"AC OVER 6"AB 0 20 40 80 120 160 T 23 0 4"PCC SIDEWALK s NOTE:SEE SHEET 22-27 FOR PAVEMENT REHABILITATION SCALE: 1" = 40' S THE E PLANS HAVE BEEN MARK REVISIONS APPR. DATE THESAPPROPRIATE CONDITIONSIOFEDEVELOPMENTIANCE AND/ORTH PREPARED BY: SEAL DRAWN BY: GF/SS 01/18 TBASISBASIS OB EARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 1 2 w CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ® H U N S A K E R & ASSOCIATES QROFEss,a p I R V I N E I N C �4, I)N aq.1! DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, PUNNING - ENGINEERING - SURVEYING �; ¢, AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN Q This Hughr-Irvim,CA93618-PH:(949)583.1010-FX:(%9)583-0759 m�. m m CHECKED BY: OF of/18 AND"BILL",BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING 3 6 � UNDER THE SUPERVISION OF: NO.49118 RECOMMENDED BY: N7M0034"W EPOCH 2O11.00) & PAVEMENT REHABILITATION PLAN OF SHEETS a m G-6 Is K EXP.09-30-18 A ( BRAD FAGRELL, RCE RAILROAD CANYON ROAD 43920 DATE ,n r SCALE: AS SHOWN CITY ENGINEER �c srf crvl� o�� (FROM STA. 8+00.00 TO STA. 18+00.00) FILE No. �h CITY OF LAKE ELSINORE OF o< FREIDOUN GRAYLEE, RCE No. 49118 DATE CALIF DATE: STREET IMROVEMENTS �o `z3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:39:26 AM FILE: F:\1020\Engineering\OA_Project\Imp-Street\SHT12.dwg I •; I I I I TOP OF N'LY CII1-20. 0..� NI- N M +'n Nti + + ^ N � am �O+ +++ m� m� ^ o M M .18% ^ �0.56% -1.04% 1.36% +1304 06 w+o ro N ,- g - ^ _.. P 2.12% 1.64% 1.32% 1.24% 093% 0.48% 088% 0.56% 0.329 -0.44$' -1.48% -7.88% -Z % - _ ".+ .. N v +�' o F� w N h ro a ^ 2.04% 2.00% I 8.40% -208$^ - N N N .... N. N 1304 1300 = ^ z.32% z.2o% 21s% ^ 1300 ^ 2.52% - TOP OF EX. N'LY MEDIAN CURB(PROTECT 23s%^1 % :2.44% -21z% sz 1.90% 2.28X 248% x:� _ _ _ T 1296 - -2.24$ w so w 1296 1303 O PROTECT) 1 a+o TOP OF EX. S'LY MEDImN CURB o 305 1299 + 1301 w 1295 ? w _ I - TOP OF S'LY CURB m ? 1307 I r m m m m = 1303 1299 v",�' �- ...... O p O n ^ N N, O +p •1,o N"� O U U S -.-__._.�. ... _ .. ..@_......... O V ,..�.�._-..A.1-...... ,F^... F.�...- N ...._N .. yj ,. _ .. ........ ......rcpj. ......... -- F �...... .... pM_.�........xOj.. o © N - N 8 n^ ^� + 1295 p p 0.48% 0.04$ -a.12$ -0.16% 0.40% -1.06% 1308 m m h c� voi� ^f'` o+ 0.84% "' M M `�' mo ^ po 1.52% ^1% 1.48% 1.24% 1.32% -1.40%^ Mo p� N +~ m^ °'^ oi. !2_ ^3 24% 1.88$ 1.84% 2.()4% , I -2.00$ -1.60.FfL22.12JZ -228 ^ ^ + ^ N N L2.08% • I % -2J2$1300N N 2.84% 2.68% 2.44% 48% I I ! 1304 1296 3.00% 3.12% 3.007° I 1 - - 1300 PROFILE SCALES 1292 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 CURVE&LINE DATA BEARING/DELTA RADIUS LENGTH TANGENT Qi S 612622"E - 947.72' - TOTAL �P� ® S 612622" E - 400.05' - TOTAL O9 S 61 2622"E - 201.31' - TOTAL ELSINOI�E VALLEY �, 0 S 60'5852"E - 250.0V - MUNICIPAL WATER DJS71IC7 p S 61°53'52"E - 250.01' - CJ7Y OF LAKE ELSJNORE PR. SLOPE ESMT ELSINORE VALLEY A - - 7 7 CA o ce iz S 61°2622" E 284.35' �N a� �N lY. OHE&OHC jvlUi�llC1PAL WATER DISTRICT ------ - __�--- _- �-'viv �''��viv P CTINP �+ Q S6126'22"E - 29Z6T - -- a d -- ^in Mh NM0.------- ----- z W 2 2 e r cio N ^ ^^ EX. UOG. TELEPHONE 2 a 15'1 V07" 869.25' 2JO.JB' 115.87' VU^1~ b.lNi4 M M 2p O THE STATE Or CAl_.IFORMA Oi 2 a W ¢ v�� PROTECT IN PLACE -- o �a, U ? 900.00' w + m 3 Q$ ¢h o o -o y o M + W a ^ + 69°55'39" 1098.42' 629.34' TOTAL EX SCE POWER POLE +N ^ $ EX. 8"GAS g W a m o = _ rn PROTECT IN PLACE '�' �'N`� EX 30"SD c N.i- -+�, a 3 a - 3 g © i 6°03'S0' 941.25' 26J90' 132.82' W y w z N - w M '' +o,ZS N -' o a o N^o_n - _- _- 1 23°5224" 859.25' 358.02' 181.65' TOTAL PP 4163805E m PROTECT IN PLACE W `� = w o N Q EX 6'EVMWD RW-- a g M _ EX. SCE POWER POLE EX. JO"SD LINE `_ 0 -= EX SCE POWER POLE, PR. RIW PROIFCT IN PLACE PROTECT IN PLACE w�n W�r -v, PROTECT IN PLACE W'-`O '� '� 2 --- PROTECT IN PLACE 1 m z m �- EX. UDG. ELECTRICAL y 1 i5 PP 4163809E W 23 N �" 2 1P 4163806E DAYLIGHT LINE W a w a a �' PROTECT IN PLACE "' o - m STREET CONSTRUCTION NOTES: -'1`- _ 2 _ PR. TOP 2 <n -. ^i k o;a ;�. 2 .. -------- � _ " - --- -- ------ -- N CONSTRUCT 5.5"AC OVER 6"AB. STRUCTURAL GRADING W m a v 2D SS ENGINEER DURINGSECTION BE D BY _. AND VWITH EAPPROVA�OFT THE LCITY ENGINEER. w --- --- K _- - --_ GUTTER PER w _ _ _ _ ---- -�- CITYSOF LAKE ELSINORE STD.GPLAN NO.B201 (n 9 21 10 - u,h ^ - j�� - to 15 _ O 23 21 CONSTRUCT 4"PCC SIDEWALK(WIDTH=4)PER CITY OF Nlr� JOIN EX. EP /+ �/ „mN,z'� 1 ' :H lJ 27 O -�� 100 N LAKE ELSINORE STD. N0. 210. RAILROAD 20 /v 21 '' 2 CANYON ON - - M � + - �"�N' N -- - � 25 CONSTRUCT LOCAL DEPRESSION FOR CATCH BASIN PER -2- - �' _ 24 _ _ M ?S ROAD_- -�-- y- m MODIFIED COUNTY OF RIVERSIDEOF RIVERSIDE STD. PLAN NO. 311, CASE C"AND PER DETAIL ON SHEET 11. - - * ( ) N - h.. v w~ N 27 ADJUST EXISTING TELEPHONE MANHOLE TO GRADE. u3 EX MEDIAN CURB 16 : --�3- -I •= 28 ADJUST EXISTING SCE PULL BOX TO GRADE. C sod l J (ll CONSTRUCT SIDEWALK AROUND POWER POLE(PARKWAY � �n*N m^'ef- - e PROTEC'11N PLACE---- `N �- -,- + h EX. STREET LIGHT v N m N PROTECT/N PLACE TYP. JOIN EX EP N _ � OBSTRUCTION)PER CITY OF LAKE ELSINORE SIT.PLAN NO.21J. ADJUST EXISTING GAS VALVE TO GRA __ - '- - - -.,�,. 35 INSTALL 'HIGH CHAIN LINK FENCE PER CITY OF LAKE -- '- -- - - ''Ir- EL IN STD PLAN N0. 604A&604B. In - fi fi 'Ir 'PR. 3'V-DITCH fi 3 fi-- - --fi fi- fi-- - fi TO SCE GUY POLE EX SO INLET 5TRUCTURE n PR. 3'V-DITCH _ �n TO CE RELOCATED BY SCE" U � PER RG PLAN 1 � - - PER RG PLAN � ;,,o k- _. '' FORCES PER SEPARATE PROTECT IN PLACE o ---- --- 4+ DAYLIGHT LINE W o W ^ � F� ^ 3 PLAN&PERMIT Q EX. MOW CURB, SIGN, PR R/W W PP 4365086E A$ EMWD RECYCLED WATER AND LANDSCAPING c� v PROTECT IN PLACE '¢'o W a v 34 3a Qo _ - moo �.�!' PR. SCE ESM'T CONSTRUCTION NOTES: W �� RELOCATE EXISTING LOCATOR WIRE BOX PER EMWD STD. ,� 3 -3� 3'- oo +N DWC. B-656. EX V GUTTER �� o `mom U +?^ n o PROTECT IN PLACE - h `* ` o-RELOCATE EXISTING CATHODIC TEST STATION PER EMWD STD 5 + 11E N �`a L- aRE 2 3Q3 -�_ 3N g WESTERN RJVERSIDE COUNTY _ DWG. 8-662. pQ 2 W & W W - ___ W m W W Om W m W eµ W W REOJONAL CONSERVATION AUTHORITY _ __-_- ma m �a� �om d=ac ��m ��v aw EVMWD � o 3 s -- T_ ,- CONSTRUCTION NOTES: (` k PR. SLOPE ESM'T-1 --_ 70 RELOCATE EXISTING AIR/VAC ASSEMBLY PER EVMWD STD. 4+m WAL MART REALTY COMPANY --__-- ,_-�' LEGEND(LIMITS AS SHOWN) 71 RELOCATE EXISTING METER PER LVMWD STD. DWG. W-ll. 5.5"AC OVER 6"AB 4"PCC SIDEWALK ti 0 20 40 80 120 160 z NOTE:SEE SHEET 22-27 FOR PAVEMENT REHABILITATION ' SCALE: 1" = 40' MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: CITY OF LAKE ELSINORE SHEEP 13 3n THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR DRAWN BY: GF/SS 01/18 THE 114SIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE®HUNSAKER & ASSOCIATES oFEss1 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE PR o I R V I N E I N C Go aoN cq'Y+t DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, PLANNING " ENGINEERING a SURVEYING �� q�`"�� AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN 3 6 Thee Hu�w•IMne,U 93616•PH:(949)58}1018•FX:(%9)583-0759 CHECKED BY. DF 01/18 � nn UNDER THE SUPERVISION OF: N0.49118 m RECOMMENDED BY: AND"BILL",BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN OF - �C s P.09-30-18 z N76°00'J4"W(EPOCH 2O11.00) RAILROAD CANYON ROAD SHEETSBRAD za CITY ENGINEER RCE N 43920 DATE �� c�G/f8 sqr c1V1` �P SCALE: As SHOWN FILE No. CITY OF LAKE ELSINORE FOFcn�lcoc (FROM STREET�IMROVEMENTS00.00) \�� ,bs ro FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE: 53 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:39:39 AM FILE: F:\1020\Engineering\OA-Project\Imp-Street\SHT13.dwg I m �� S� �� ~ $ TOP OF N'LY CURB 'o N� + m^ o W 4 3.4a% No m^ LI �- hc> 00 o W Ohi K N +~ V1 h U m m mL �v rn e. o v + ^�- o U �^ o m m �' o U N� n,y N Q, A +q O ti V7 U U m m L➢ m m m v�V O h "'1 t0 �o o� 9a3oo ^ * " m oU ^ rn ti 1300 + o - mc.+ oU h� oU �p oc., oc� + v 360% -7.B8% -23 ^ N N M". `� "o p h +rn ^ +'� ^i-. o ti v h i- N i-. h h O + .r nN m 352% 31296 W -2:04% -208% - N ^ ^� o N N ryry,Np N. n ,.�ry ^ N N ^ 3.41% W •- r�al h ^'f �'Y rry m0 M 00 2.52% -2.56% -2.08% -7.$2%" ^ ° ^ N N N N N N N N "+ "' " y.72% 3.12% ^ W .. _...-. ^ ^ ^ ^ ^ ^ 224%.-- o 4CURBs% D:fie% o.Be% .1 _ p 1305 0.709 O.1Z% 0:08% 0.T29 J _ I ..TOP OF EX.* LY MEDIAN % 0.68% 0.48% 1301 DO + 1301 1297 LLJ I Z 1307 1301 cr) 1303 ROTE 2 'LY MEDIAN CURB P TOP OF EX. S m _. m m m U � +N m m r m m S�Y CURB ,. � ,�,,: � l.�°. TOP � �K +� � �q �� � .� o 111-Y +" ^ m MOrn m y, [O1308 1304 -t. ^ ^ "g N M h *m o U c� c� m m >U n o U ti g N + o o n S ^ z. 2.s0%80% -1.28% _ r7 ac m �i o_ o �n c� [�3 oc> �.� �. o�' oo *�- ~ �*, n. - >� "�o "' "' o2.24%. 12%132% '- N m ro � "' *"� +N *4� ~ + + + + +,� +^ + " +cp ,., r7 1304 ^ N O, ri ^�^ "jy1 �O N � ^ NMh "�' � M h^ °� 84%1300 - 2 0% -212%^ ^ N " rn rn m cc "'�d "� "' "',c `o `� rn rn _N - 2.40% -1.64% m. �' N N N n ^.. �+ N N... N 131' }. 6$ 1.7fi% 2.20% 1300 -2 20' -1.80% -1.20% -0.84Z -0.64% ^0.31% -0.08% 0.40% 0.88% 0.72% 040% 0,44% 0.96% ^1.04% 1.48% _ ! PROFILE SCALES HOR/Z: 1" 40' VERT.: 1"=8' 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 STREET CONSTRUCTION NOTES: 20 CONSTRUCT 5.5"AC OVER 6"AB. STRUCTURAL SECTION TO BE VERIFIED BY PROJECT SOILS ENGINEER DURING GRADING AND WITH APPROVAL OF THE CITY ENGINEER. THE CITY aF LAKE ELSINORE 21 CONSTRUCT 8'TYPE 8'INTEGRAL CURB&GUTTER PER CITY OF LAKE ELSINORE SID.PLAN NO,201. 13 CONSTRUCT 4"PCC SIDEWALK(WIDTH=4)PER CITY OF LAKE ELSINORE STD.PUN NO.210. 14 RECONSTRUCT MEDIAN CATCH BASIN&LOCAL DEPRESSION PER DETAIL ON SHEET 4. CONSTRUCT LOCAL DEPRESSION FOR CATCH BASIN PER MODIFIED COUNTY OF RIVERSIDE L STD. PLAN NO. 311, CASE"C'AND PER DETAIL ON SHEET 11. ADJUST TELEPHONE MANHOLE TO GRADE AND CONSTRUCT FALSE CURB MANHOLE COVER PER DETAIL ON SHEET 10. CONSTRUCT SIDEWALK AROUND POWER POLE(PARKWAY OBSTRUCTION)PER CITY OF LAKE ELSINORE STD. PLAN NO. 2/J. E✓1 SNORE VALLEY N+� i EX. SCE POWER POLE 2 m 33 RELOCATE EXISTING TELEPHONE RISER PER PLAN. 2 2��pV 07 � ma �� MUMOPAL WATER DISTRICT CAUTI N: '' � � PROTECT IN PLACE W �INSTALL 5'HIGH CHAIN LINK FENCE PER CITY OF LAKE ELSINORE STD PAN _-"o PP 4163819E N0. 604A& 604B. �� yVpb y'Q: �p�?` �� R EX DIVE r-+ n } ,' EMWD RECYCLED WATER CONSTRUCTION NOTES: �sy h,� 7 EX. UDG. TELEPHONE -' i / O B1 RELOCATE EXISTING LOCATOR WIRE BOX PER EMWD STD, DWG. B-656. N N c> >:-�� PROTECT IN PLACE - O PR. SLOPE ESM'T� 2z B3 ADJUST EXISTING VALVE TO GRADE Q °� Nro a�• mroCAUTION EX. SCE POWER POLE / B5 ADJUST EXISTING BLOW-OFF ASSEMBLY TO GRADE. n� \ .. d' Q. g v 3 4,W� o"^^g _^4 0 7o h 2 EX. 8'GAS PROTECT IN PLACE i / V �.\ .�p �. rip 4 �; �o m^�-�- _"N P TIN PLAC PP 4163817E / 5 k� 3^ n o h n z N hiy vv '� W„� *o� 30 ^ -n m il_ EX. 6-EV PLAC EX. 30"SO LINE _ - -/R,g00� CURVE&LINE DATA i ry 3 __ PROTECT IN PLACE - / O. g1 �24 BEARING/DELTA RADIUS LENGTH TANGENT "' EX-DOG. ELECTRICAL PR. R/W, p / ^O �" U' 15 69°55J9' 900.00, 1098.42' 629.34' TOTAL \ 1 y o q M o PR07ECT IN PLACE DAYLIGHT LINE r( �, V 19 2 W �� d EX SCE POWER POLE PR. TOP 23°5224" 859.25' 358.02' 161.65' TOTAL t ., \ \ F�� 1 .mooN PROTECT IN PLACE 2 . . -�-� *4609 \ PP 4163815E ./� 36 36 EC / - to 09°33'25" 940.50' 156.8T 78.62' O\p pp}2F \ \ '30 - ._ - _ -� �\/� 5/ / '' 19 35°12'52" 935.50' 574.97' 296,89' pp �Q�.,�h '°:`•\ �� �1�� �1/� h -- - -� UA 20 31'55'07' 849.25' 473.10' 242.87' Q ry0x�tiy .Qp� ati G4' _� 3j -^hi^hi �_ -� --. .. N F _ - 20 35 i��� / / -".-;/"� zl 08°4721" 994.75' 152.59' 76.45' a ... - \ `- - J CB 4 a 2 JOIN EX. EP CA T 0 �- 21 /%% / 22 N 4T 10'S0" E - 212.68' - TOTAL PR. V-DITCH '. - - -- 3 ',-, h N',•N _ _ _34_ _ �'� / r` // N 48°37'59"E - 598.36, - TOTAL r� _ - - _ =14' _ J _ cY R ,� -�_ EX W=' LIGHT _ za N 49°05'03° E - 253.92' - TOTAL 2dhV,�`'Qy4Y QOQ'�ti '. 3 N B EX MEDIAN CURB 19 2 - - EX. STR7 IN PLACE�NP- 6 PR 3'V-DITCH h - JOIN EX EP PROTEC -Y"� i PER RG PLAN �' \ �• ti O�y 1 5 �' --- ^v h ^ *�N �`' - - - - EX. CE GUY POLE \ - ry PROTECT IN PLACE o �' - �.- ._- -- - ..TO BE RELOCATED BY SCE •g ;;___ ,��. - _ --=- 'FORCES PER SEPARATE `3:o EVMWD CONSTRUCTION NOTES: x a co _ "� PLAN&PERMIT Q QQ QQ' n°j ti v --� 70 RELOCATE EXISTING AIR/"VAC ASSEMBLY PER EVMWD STD. DWG. W-18. 4,0 PP4163818F m 72 RELOCATE IXISTING'PEDESTAL-MOUNTED IRRIGATION CONTROLLER PER EVMWD STD.DWG. L-2 PR. 3 V-DITC _ * -fi N o PR. SCE ES�1'T a 73 RELOCATE EXISTING 4"BLOW-OFF ASSEMBLY PER EVMWD STD. DWG. W-19. 4ddd"' o ti PER RG PLAN h _ _ D .�. EX. SD INLET STRUCTURE w�ti ^ - �,; EX. SO INLET STRUCTURE 4 4 4 y ,",� PROTECT IN PLACE DAYLIGHT LINE _ EX 54"EMWD RW LINE - D "� o PROTECT IN PLACE II PROTECT IN PLACE - '- _ PR. V-DITCH PR. R/W '^ - y �S -� ^ EX. 30"EMWD BRINE LINE + Lu.p4os4 S o gnn _-��� _..PRQ„TECT IN PLACE 1 '`O - EX. SCE GUY POLE \\ 4 4 FORCES PLR SEPARAT SCE W e J+F y�iiym �4? PLAN&PERMIT i' ���'•A$ Cd - PP 14163816E a'�� " LEGEND(LIMITS AS SHOWN) y a} PR. SCE ESM'T '( 20= 5.5"AC OVER 6"AB h NOTE:SEE SHEET 22-27 FOR PAVEMENT REHABILITATION - '''' B W WESTERN RIVERSIDE COUNTY ��\ ��� PR. SLOPE ESM'T 0 20 40 80 120 160 13 0 4"pCC SIDEWALK 5� REGIONAL CONSERVATION AUTHORITY SCALE: 1"= 40' THE MARK REVISIONS AP P R. DATE THESE PLANS HAVE BEEN APPROPRIATE CONDITIONS OFED FOR DEVELLOPMENT COMPLIANCE AND/AND/OR PREPARED BY: SEAL DRAWN BY: GF/SS 01/18 THESIBASIOSFOF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 14 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ®HUNSAI N & ASSOCIATES QROFESS/a o.¢ I R V I N E I N c DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5,NORTH AMERICAN DATUM 1983, PLANNING • ENGINEERING • SURVEYING ��° q��y AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN COBS'ECF5' STREET WIDENING PLAN This Hum•IMne,G92618•M:(919)3e3.1010•F%:(949)5e3-0]59 m f�c� CHECKED BY: OF 01/18 '� Na.4911e m m AND'BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN of UNDER THE SUPERVISION OF: w RECOMMENDED BY: N76°00'34'W(EPOCH 2O11.00) SHEETS o I P.°'-'° A RAILROAD CANYON ROAD BRAD ENGINEER RCE o. 43920 `DATE v r SCALE: AS SHOWN FILE No. ".: CITY ENGINEER r'rF°rvI� aP? (FROM STA. 28+00.00 TO STA. 38+00.00) CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE I aFCA0 DATE: STREET IMROVEMENTS ¢3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:39:51 AM FILE: F:\1020\Engineering\OA-Project\Imp_Street\SHT14.dwg I I I I TOP OF N'LY CUR L 1 I I TOP QF EX, N'LY CURB(PROTECT) CT) 5'-6"CURB:T0� ..-__ W +--- W �� h �^� i W 1306 � 1335 2.9e% TOP OF EX. 'LY MEDIAN CURB (PRO7r'ECT) TOP OF EX. STY MEDIAN CURB ;I (W 1 1302 (PROTECT) 331 1 T 1307 Z TOP OF S'LY CURBm " o m m h o N 16 R ^pry p 1 - 1334 a0 I I 1303 = m o N a "N p 2.64% 4B% 969, 2 1330 `M� 2 56% 2. 1. h a^ p p N M 3.00%... 2.80% 2. 2% m co po: N , "n 3.04% 3.00% 3.2% +~ Np v� poi N "7% 2. 2 304% 2. B% ^..2% R 64% 88% 1303 m m n o oL,121 2.7 �2.9 m . n�. naM ? 2.90% 2.60% 2 2.56% 272% n 2.84Y2.96%1308 2.24% J n .. �2 48% 2.20% 2 84% _. i 1304 L _ PROFILE SCALES HORIZVERT..•. 1• 88' 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 TION`2 3 THE CITY OF LAKE EL SJNORE EX. T&OHC z2 N 4A7°7050"E RINGIDELTA RADIUS 2E2.6B'NGTH TANGENT TOTAL 2 EX. UDG. TELEPHONE 2© N 48°37'59"E - 598.36' - TOTAL 0 0 o z _ PROTECT IN PLACE oi ---------------- - - PR. SLOPE ESM'T za N 49°05'03"E 253.92' TOTAL ---- EX. frGS Q N 48°37'59"E - 334.6V - -� EX. 4'PCC WALK ---- ,. PROTECT/N PLACE -� --� + 2® 29°06'59" 1266.62' 643.6T 328.94' TOTAL EX. SCE POWER POLE EX. 6"EVMWD RW - w. w y +`•b' i i - PROTECT IN PLACE PROTECT IN PLACE I 2 62°3T07 1300.00' 1420.73' 790.68' TOTAL EX SCE POWER POLE EX 36"SD EX UDG. ELECTRICAL l - W 2 w a W PROTECT IN PLACE PROTECT IN PLACE h w w PR. RIW PROTECT IN PLACE STREET CONSTRUCTION NOTES: N SCE POWER of > > 10 CONSTRUCT VERIFIED5"AC OVER 6"AB. STRUCTURAL SECTION PROTECT/N PLACE LE - TO BE DURING GRADING AND WITH APPROVAL OJECT SOILS THE CITY ENGINEER. LLJ rn - `` rTHE LAMB'S FREE IvETHDDIST 21 CONSTRUCT 8"TYPE 8"INTEGRAL CURB&GUTTER ` -EX SIDEWALK :p* EX STREET LIGHT .._., EX TELEPHONE PLACE \\�I r PER CITY of LAKE ELSINORE STD. PLAN NO. 201. (n 2 2 2z z !n^•-^ - ( - - PROTEC -� Y,✓LLOYVS;-llP Dl'LA}CG ELSINDRE 21 CONSTRUCT CURB TRANSITION FROM 6"TO 8"PER W PROTECT IN PLACE ^ d — ) �- PROTECT I-EX SCE PO DETAIL ON SHEET 70. ao JOIN EX. EP 39. 4y--------------- _ " �'�''rh T N'PLACE 23 CONSTRUCT 4"PCC SIDEWALK(WIDTH=4)PER CITY EX. 6 CURB&GUTTER _ OF LAKE N -2 PROTECT IN PLACE p PROTECT IN PLACE TYR POWER POLE -- RAILROAD— - � \ 25 CONSTRUCT L LLOCAL DEPRESSION 1 FOR CATCH BASIN PER -- --- - �- '- _ ' MODIFIED COUNTY OF RIVERSIDEOF RIVERSIDE STD. PLAN + - a�h 42+44.45 �-- NO. 311, CASE"C"AND PER DETAIL ON SHEET 71. GO - - 24 2 PR. 18"SD N k`"'h ST. BC EX. MEDIAN CURB -- _ _ ^' .45 \ 27 ADJUST TELEPHONE MANHOLE TO GRADE^ 2 2 PROTECT IN PLACE - EX. EVMWD 2"LRR METER"' IN EX. _ -- Z N, ��— '\ PROTECT IN scECPowER POLE EMWD RECYCLED WATER —_ _— — — — -- - 4s ROTT N PLACE >\� CONSTRUCTION NOTES: "� - •„+;-__ 5� .. Bi RELOCATE EXISTING LOCATOR WIRE BOX PER EMWD STD. 4 96 O , --. --- - -- - -'I' _-- -,� - - —z ST. PCC EX. TRAFFIC SIGN- PR. 3 V-DITCH ,- -o i^ _ _ DWG. B-656. TO BE RELOCATED PER RG PLAN m o m - ""-" o - - -- ` _ B2 RELOCATE EXISTING CATHODIC TEST STATION PER EMWD PER SHEET 31 'n Cn m� o PLIGHT LINE - 26 ��'� - ----I� _�^ " w �- -" -- - - --- - _ -PR. 3'V-DITC � ^ STD. DWG. 6-662. Q ———-.—— PR. R/W ER_RG PLAN \ ®—ADJUST EXISTING LOCATOR WIRE BOX TO GRADE. �+ TRAFFIC SIGNAL PULL BOX --EX. 54"EMWD RW -� { 1 C/,� �T v ,n '�z w PROTECT IN PLACE -�"- - \ oq'o� �`. SWy z�? No m TO BE RELOCATED EX 30"EMWD BRINE TR9A"j - EVMWD a N rn^o o•-o °-m m - m ^ p PER SHEET 36 TD C S/G - \ p + —————————__PRQTfcr N PLACE BE Nq� CONSTRUCTION NOTES: L W o u oW o PU �. a w�3� ,.�� p c-v3 `•\�.i,_a_ ,n>I_ __ -._N�i - �E'49HE GATED L 110 "ir, �36 "a'� 71 RELOCATE EXISTING METER PER EVMWD STD. DWG. W-11. '0i m y W w o v~¢i w 2 a �+w--- m PR. SLOPE ESMT � - . " \ o s ` h p<<b WEST1rlN RIVERSIDE COUNTY � REGIONAL CONSERVATION AUTHORITY o�2��e�� � aa• M V e° Pr CHARI_ES 7Vl MATTER 7 LEGEND(LIMITS AS SHOWN) 6fy� • 5° 20 5.5"AC OVER 6"AB 0 20 40 80 120 160 ;o 23 0 4"PCC SIDEWALK NOTE:SEE SHEET 22-27 FOR PAVEMENT REHABILITATION 7 SCALE: 1" = 40' MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: CITY OF LAKE ELSINORE SHEEP 3� THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ®HUNSA KER & ASSOCIATES OFES5/ DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STALE 5 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE eR o R v I N E , I N C 4a pON cq�< DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5,NORTH AMERICAN DATUM 1983, PLANNING ENGINEERING • SURVEYING �� ,+ AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" n Q 11«.9Myl..•IMm,CA9M76•PN:9{915131010•FX(N"9)583,07" h m CHECKED BY: OF 01/1e STREET WIDENING PLAN o UNDER THE SUPERVISION OF: °- N0.49118 m RECOMMENDED BY: AND"BILL",BOTH AS PUBLISHED ON CSRN DATA SHEETS,BEING & PAVEMENT REHABILITATION PLAN OF 3 6 K EXP.09-30-18 A N7600'34"W(EPOCH 2O11.00) RAILROAD CANYON ROAD SHEETS BRAD FAGRELL, RCE N 43920 DATE ,P fllL.E �• CITY ENGINEER �_ - (, sr a/vl` ar SCALE: AS SHOWN CITY OF LAKE ELSINORE FOFCAL1FaP (FROM STA. 38+00.00 TO STA. 48+00.00) FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE: STREET MOVEMENTS \% ��1 �3 PLOTTED BY: Sean Swanson DATE: Aug. 29. 2018 10:40:00 AM FILE: F:\1020\Engineering\OA-Project\Imp-Street\SHT15.dwg i - TOP OF EX. N'LY CLrRB (PROTECT) s-s"ca R8 ro 8 CURB TRANS _ TOP OF N'LY CURB TOP OF EX. N'LY MEDIAN CUR " n .6 + L-n-, (PROTECT 2209,• 1.76 . -2:24% �TOP OF EX. NL MEDIAN CURB -3409 ROTECT) -36 N ^h + n 52 W JJs% _tL 2% W 1324 P --� 1333 W c= TOP OF EX. SLY MEDIAN CURB J4B9 - ^ „ 1337 " -- W (PROTECT) TOP OF EX S2Y MEQ/AN LU 1316 (q I CURB (PROTECT) 1337 0 - ,I i o 1333 G+o 1321 LO TOP OF S'LY CUR � W �� o� o� 1317 y V N + + h U m m ,), + p + h I_ Ip I� U' m J +N +^ + +M +^ +M No h Nh � ^ MNti 8 m m Z 8� m + mw. a. ,my.� ,gym ,� + N�- ono 0 Np� 1 ru}� --- 1336 U ^ ^ ^ ^ -1.36% 1.32$ 0.92% 0.88% 0.84$ 0.44% -0.68% -0.16$ -0. d% ^ I`^'.. "„N� . i �"+, - ~ ^ 1.72% 1.56% -0.84$ -0.92% -i.16$ "1 "^ v© + a"1v m V 1332 _ _.. . -. J.sa$ 19s% -2J6$ 240' "' 6 " "^ N o 1321 1,92% 1.Js$ "i 2 _ ..__.. . A6. _ 1317 + c� 1324 �~ "3 '� j J4o% _sJ2% Joe% 1320 i 1316 I PROFILE SCALES HORIZ: 1"=40' 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 CURVE&LINE DATA BEARING/DELTA RADIUS LENGTH TANGENT 0 29°06'59" 1266.62' 643.67' 328.94, TOTAL ox X. OHE&OHC 0 62'37'01" 1JO0.00' 1420.73' 790.68' TOTAL W m EX. DOG. TELEPHONE JJ°4J'28" 1256.50' 739.58' 380.85, PROTECT IN PLACE 50+74.81 C RAILROAD CANYON ROAD= a�'o 0 0 o_m o_o �, __ 29 S 79°48'48"E - 9B.62' - 10+00 CHURCH R040 �" ¢a-Ng w '� m - --__ Q 11°41'15" 1342.25' 273.80, 137.38' zzz2 a�M �W eg N \\ H51U CHU 7S�NG - - ' 3© S 68°74'04" E 250.01' TOTAL 7HE lE'S PF?EE N1E7HOD1S7 I � PR. SLOPE ESM'T co� o H 4Wy i v EX. 6"EUMWD RW Q S 68°45'00"E - 250.00' - TOTAL FELLOWSHIP OF LAKE EI_SfNDRE � � PROTECT EX. SCE�N PLACE OWER LE �+4� � k�a Wow � PROTECT IN PLACE �� S 69°12'JO"E - 250.01' - TOTAL Z _ __ - cl,� W o,a. s. EX. UDG. ELECTRICAL - _ J EX TELEPHONE MH PR, R m� PROTECT IN PLACE STREET CONSTRUCTION NOTES: --------- -- - PROTECT IN PLACE 2 __ - " _ _ PROTECT IN PLACE SCE POWER LE CONSTRUCT " B. STRUCTURAL SECTION TO BE --' - L BOX I BY PROJECTSOILS ENGINEER DURING GRADING AND wcSW 2 - _ � v ' - _ — '-- -y- — - -- - WITH EAPPRVAL OF THE CITY ENGINEER, PP 416382BE 30 SO LINE - - "' _ p PERTED L �-nx ry Qs �.. 11 CONSTRUCT 8"TYPE B"INTEGRAL CURB&GUTTER PER CITY PROTECT IN PLACE - _ - -- y, - 0 W W OF LAKE ELSINORE STD. PLAN N0. 201. -- '- ., a •'' E DAYLIGHT LINE TO BE RE EX SCE POWER POLE - `-EX. 6" CURB&GUTTER EX. SIDEWALK p p -`[-- — - _ h - n-•- PR. TOP o 4 Q- ry 22 CONSTRUCT CURB TRANSITION FROM 6"TO 8"PER DETAIL ON SHE _.- PROTECT IN PLACE - -_-_�'-.. PROTECT IN PLACE PROTECT IN PLACE EX. STREET LIGHT 1C �• N- _ _ 4=,� -. _ "� �` SHEET 10. PROTECT IN PLACE(TYP.)_ �,- - y,� ^x��, 13 CONSTRUCT 4"PCC SIDEWALK(WIDTH=4)PER CITY OF 52 , h �. LAKE ELSINORE STD. NO. 210. CONSTRUCT LOCAL DEPRESSION FOR CATCH BASIN PER 4 — __ -� --��__ o ' 'N �55�n 2 T� 4 W4 ` ^ �MODIFIED COUNTY 0 RIVERSIDEOF RIVERSIDE STD. PLAN CANYON EX. 6"CURB&GUTTER _._. - - NO. 311, CASE C"AND PER DETAIL ON SHEET 11. �� / PROTECT IN PLACE �� JOIN EX EP p EX MEDIAN CURB `^- '.*_ v - - } 28 ADJUST TELEPHONE MANHOLE TO GRADE AND CONSTRUCT 50 _ 50+99.97 2 PROTECT IN PLACE 'H -EX. SIDEWALK _y _ _ ,]._-. _ v) �_ _- 56- - - \ ~ FALSE CURB MANHOLE COVER PER DETAIL ON SHEEP 10. = EX. MEDIAN CURB PROTECT IN PLACE s _ ST ¢P� �... �'"' --_ _- _. _1___.__ -.-� _,,,`.�— %�M h N _ X. EPl ` _ '/;'�. RAC BROAD >`_,�_ _ . I„ "" N Rpq� �^ i 28 ADJUST EXISTING SCE PULL BOX TO GRADE. PROTECT IN PLACE _ y --- �. - - r•..( 19 CONSTRUCT SIDEWALK AROUND POWER POLE(PARKWAY OBSTRUCTION Z ,-•t i� 3'"' �c _ _ ----p _ y� .. 5 j •T vJ PER CITY OF LAKE ELSINORE STD. PLAN NO. 213. /C � JOIN E - 1 ry 1C 30 ADJUST EXISTING GAS VALVE TO GRADE EX 54"EMWD Rw \ sr+ Ec 1C �—EMWD RECYCLED WATER / - - DAYLIGHT LINE _ \ � - ;, PROTECT/N PLACE g a; (� i CID EX. JO"EMWD BRINE PR. R/W i„ < ��� CONSTRUCTION NOTES: EX TRAFFC SIGN --" PROTECT IN PLACE y - - i TO BE ADJUSTED TO GRAD 3 ti - - 61 RELOCATE EXISTING LOCATOR WIRE BOX PER EMWD CD p 3✓ ,.�''� PER SHEET 7 EX. TRAFFIC SIGNAL _ o "�.� fi- -_ a tJ STD. DWG. 9-656. PROTECT IN PLACE P. m nn - �`` -,'_, (TY ) 20 'n _ PR. 3'V DITCH EX. TRAFFIC LIGHT POLE PE pLqI.I 'I'- - y 0 @ RELOCATE EXISTING CATHODIC TEST STATION PER EMWD - - PROTECT IN PLACE EX EMWD AIR/VAC '�,Nj N R m r PR. J'V DITCH ASSEMBLIES v v "1 � y N w m X STD. DWG. B-662. LL 00XTRAFF- PER RC PLAN _ PROTECT IN PLACE ��h �l`.J�.U�X f:', ti ti o ""'•-�.�,_ ~ TO BEICRELONCATEDAL ULL BOX -'---- N FIC LOOp1E _ PER SHEET J6 ------ 'may W o cS y W W eu .Itw RE 36 - u o PR. SLOPE ESM'T - '4Sti4 u�h y�' EX. SD INLET STRUCTUU�E :-_10 BE NE� EX.TE INLET STRUCTURE OHARLES tvl,!`JlA77FF? PROTECT IN PUCE r� D P� A PROTECT IN PLACE y a W \ 5o,I x "VCCC i o OQ LEGEND(LIMITS AS SHOWN) 20 5.5"AC OVER 6"AB 23 0 4"PCC SIDEWALK 0 20 40 80 120 160 5 NOTE'SEE SHEET 22-27 FOR PAVEMENT REHABILITATION ' U SCALE: t"= 40' z MARK REVISIONS APPR. DATE THETHESE PLANS APPROPRIAEVE BEEN CONDITIO SIOFEDEVELOPMENTIANCE AND/ORITH PREPARED BY: SEAL BASDRAWN BY: GF/SS 01/18IBASOSFOFBEARRINCFORTHISSURVEYTHECALIFORNASTATE CITY OF LAKE ELSINORE SHEET 6 3� ®HUNSAKER & ASSOCIATES oFESS, THE CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE eR o I R V I N E t N C vo o�N cq�< DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMER/CAN DATUM 1983, PUNNING ENGINEERING • SURVEYING :�,� ,�', AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN 3 6 IrAM CAMIll•PN:(%9)583-1010"FI(:(949)5834759 �+ m� CHECKED BY: OF 01/18 "R 4 NO.49118 m AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN OF m 4 6 (S UNDER THE SUPERVISION OF: w RECOMMENDED BY: N7s°00'J4"W(EPOCH 2011.00) $1{�7S o ¢ E%P.o9-30-iB a RAILROAD CANYON ROAD CITY ENGINEER RCE 43920 DATE s,, a SCALE: AS SHOWN FILE No. CITY ENGINEER ��� -�� G�� 'rFOFCA�,Foaa (FROM STREETSTA. 480 .00 TO MENTS00.00) \ 1�� „ CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE: r ; PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:40:08 AM FILE: F:\1020\Engineering\OA-Project\Imp-Street\SHT16.dwg I m i - }^ N^7 �.�U.. 4l o O U N I- O U m m OBI m m TOP OF NTY CURB m U U a e h h +O + h ti h V c� m m o U 'n c3 U N ti ti V O + ........ ^7.. h �....... O q N } OL121 - +Um m m U h U O U O +} h V O + } ^ ...h�" + h V N V5 rv ^ ^� ._ 1316 2889 - "5 ._ anm n m + + + + + h "5 I� ,.�a �^ ,oM° -2m n OwNo `°o o - � � 0.76% 0.6$% 072068% 0.80% 1.12% 0.92-238% M M 1312 LIJ _ i -1.48% =7.44% 1.24% .- _ 1 04% �_ ". i i 0.96% -0.80% -0.44% 0 28%. 0 2$% 0.30 0.76% 0.88% 0 64% 1.20% 1 % W vJ W NlL MEDIAN CURB (PROTECT W i 1321 W TOP OF EX. - LU Cn - -- 1317 1317 l _ - - o I o �; . �, 0 1313 1321 TOP OF EX. STY MED14N CURB (PROTECT) W 1317 _ 1 Z 317 m m U 1313 _. G.-.M 9 O.,o h h �.m N U o U m IL1942' m i. U.. m m- OT'U 4v `n'_ } +~ (o O ry �o`o . 1320.. ..--.....-. q.....:..... ........_ . ....�i _�.�...._:..+b.r.....^I_ o m _ -._.__:. ..._._..._ ,.___.._.- . _..__ _._. TOP OF .5�� CURB'___._ O�.._..^ti_._...©r-. +^. y.�- h,n..__-O ,a.ro_. __. . �..__._. _.....M._._o ._.. ,?.. ^..... � m U o� o1318 rnory31.24%-2.92% rymN o N RN � + ^ , N1316 '332$ h m 4 o N ^ +^ 12", + +o +O M N a m O rn - 80% 1.9252Z - " o o- M r. % 1314 2B0% 2.329 1312 -1.40% -1.48% -1.f2% -1.08% -0.90% -0.48 - 6%.'-0.04% 0.2%.. 0.68% 1.169 1.20% i.0o9 r. 6% 1.28% ' PROFILE SCALES I � HORIZ: 1"=40' VER T.: 1" 8' -._. 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 CURVE&LINE DATA BEARING/DELTA RADIUS LENGTH TANGENT 3t S 68°74'04" E - 250.01' - TOTAL 3© S 68°45'00"E - 250.00' - TOTAL Q S 69°72'30"E - 250.01' - TOTAL 34 S 68°45'00"E - 698.52' - rLSINORE VAII rY © 19°13'45" 1260.00' 422.87' 21344' TOTAL CAU r 3s 30°27'05" 1300.00' 690.92' 35383' TOTAL EX OHE&OHC NlU1�llC1PAi WAT�'� D157RJC7 O HSIU-CHU TS NG 2 7 EX UDG. TELEPHONE Q 3027'05" 1341.50' 712.98' 365.12' TOTAL o =�3 PROTECT IN PLACE STREET CONSTRUCTION NOTES: - -__-- N 4�'N^- EX r GAS _ PR. SLOPE ESM'T �� o^ 20 CONSTRUCT 5.5"AC OVER 6"AB. STRUCTURAL SECTION TO BE -z;m�------------ ------ o�' o v T IN P n-. ____ _ _-- -- VERIFIED BY PROJECT SOILS ENGINEER DURING GRADING AND EX. SO BOX ---_--_-- -3.._WW -----_- ---_--- --_.w+^ +o.--_------ TRAFFIC SIGNAL PULL BOX �^o PROTECT IN PLACE o rn EX. 6"EVMWD RW - v•-' - o o D WITH APPROVAL OF THE CITY ENGINEER. CD + ^�k PROTECT IN PLACE " TO BE RELOCATED om o EX. SCE POWER POLE m ,I.RW ",,;� CONSTRUCT 8"TYPE B"INTEGRAL CURB&GUTTER PER CITY PER SHEET 36 W ' PROTECT IN PLACE N EX. UDG. ELECTRICAL EX SCE POWER POLE n OF LAKE ELSINORE STD. PLAN N0. 201. f� EX. SCE POWER POLE PP 14163831E EX. TRAFFIC SIGN o PROTECT IN PLACE PR. R/W k EX. SCE POWER POLE PROTECT IN PLACE = 23 CONSTRUCT 4"PCC SIDEWALK(WIDTH=4)PER CITY OF PROTECT IN PLACE TO BE RELOCATED o a EX SCE POWER POLE '� - 23 LAKE ELSINORE Sm. NO. 210. W EX. FLASHING BEACO PER SHEET 32 w PROTECT IN PLACE DAYLIGHT LINE PROTECT IN PLACE PP f�4163834E P' W 2 -PP 14163830E - 2 TO BE RELOCATED �- PR. TOP 2 2 PP 14163833E 2 - 24 RECONSTRUCT MEDIAN CATCH BASIN&LOCAL DEPRESSION PER PER HEET 36 2 2 h PP#4163832E 2- _ ----_ --- ?- -- a_-- _ _ Z DETAIL ON SHEET 4. IFI (� -Y-.. ... . .... .. ..„ ... .- .-. :._ .. _ LOCAL DEPRESSION FOR STOC PLAN I PER MOD - � m �CASET 25 ED --. --. --- -- .�� � � "'AND PER DETAIL ON SHEET 11 W _ _ _ _ -_• _ �_ + 26 ADJUST EX. TELEPHONE MANHOLE TO GRADE AND CONSTRUCT �n -�� _7 EX�8"SD T4 2 2 o 18"SO 66+07.95 _3_ O FALSE CURB MANHOLE COVER PER DETAIL ON SHEET 10, a 3 59 2 60 o h JOIN EX. EP PROTECT IN PLACE_. �+'"'� -EX. STREET LIGHT 2 2 66+1.Z 3s ___ - O CONSTRUCT SIDEWALK AROUND POWER POLE PARKWAY OBSTRUCTION . 16'� _ PROTECT IN PLACE g - N 61 62 34 63 ;*1 -fid PROTECT IN PLACE(TYP. 65 - 6 STT C BCC_ --- PER CITY'OF LAKE ELSINORE STD. PLAN N0. 213. r_ i-£ EX 1 W=12 J -� -- - 35 INSTALL 5'HIGH CHAIN LINK FENCE PER CITY OF LAKE ELSINORE O - T- RAILROAD __.._.. - --~ `C_- --- - --- - _ STD PLAN ++o 3 2 RAILROAD N CANYON N `�~DIAN CURB ROAD 3 �•- m EMWD NRECYCLED WATER ^� PR. 18"SD PR. 18"SD 34 2 2 "?-H JOIN EX EP PR TFCT IN PLACE m - - - - - _�- - - -� �- - _ CONSTRUCTION NOTES: °" v - _ �ADJUST EXISTING LOCATOR WIRE BOX TO GRADE. m EVMWD - - Ex. 54"EMWO RW 7--fi -fi-- --7- T-- PR. 3'V-DITCH - EX. EMWD RW IO ASSEMBLY - - -- - - EX. SCE GUY POLE 1n / - PROTECT IN PLACE DAYLIGHT LINE PR. 3'V-DITCH PER RG PLAN TO BE RELOCATED BY EMWD -- --�-- - 3 PROTECT IN PLACE -' 73 RELOCATE EXISTING 4"BLOW-OFF ASSEMBLY PER EVMWD STD. - -= EX. EMWD RW CTS _-- -EX. 30"EMWD BRINE PER RG PLAN PR. RIf - PP 4463517E �. TO BE RELOCATED BY EMWD PROTECT IN PLACE o DWG. W-19. Q _�. EX. TRAFFIC SIGN C o_- ---------------------- o��� o TO BE RELOCATED o X + z o+'� oo"s i• PER SHEET 32 " W h v EX. Sp HEADWALL +m N ��°' PROTECT IN PLACE - _ CHAR s PA MA77r� PR. SLOPE ESM'T � _ �l LEGEND(LIMITS AS SHOWN) 20=5.5"AC OVER 6"AB 0 20 40 80 120 160 NOTE:SEE SHEET 22-27 FOR PAVEMENT REHABILITATION 23 0 4"PCC SIDEWALK SCALE: 1"_ �0' THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: CITY OF LAKE ELSINORE SHEET q MARK REVISIONS APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR HUNSAKER & ASSOCIATES QRafEss,a DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE 17 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ® 1 .1 IN EE 11 1 N E 1 N C so" c,. DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, PUNNG • ENGINRING • SURVEYING tip 9��'f' AS DETERMINED LOCALLY BY THE UNE BETWEEN CSRN COBS"ECFS" STREET WIDENING PLAN Th-Hutgv"Irvin•,CA9%18•PH:(%9)58}1010•P%:(%91583-0759 y4 �m m CHECKED BY: OF 01/18 AND"BILL", BOTH AS PUBUSHED ON CSRN DATA SHEETS,BEING & PAVEMENT REHABILITATION PLAN OF 3 6 UNDER THE SUPERVISION OF: N0.a-30e m RECOMMENDED BY: N760034"W(EPOCH 2O11.00) SHEETS L�L.tA1R / owe IXP.09-30-18 RAILROAD CANYON ROAD BRAD FAGRELL, RCE N 43920 DATE •-� �!G � m;T c1Yl` dP SCALE: AS SHOWN (FROM STA. 58+00.00 TO STA. 68+00.00) FILE J a ��1 a CITY ENGINEER fOF CAUFo l eo CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE: STREET IMROVEMENTS �3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:40:16 AM FILE: F:\1020\Engineering\OA-Project\Imp_Street\SHT17.dwg 1350 + +o '�� 16% 5 5.08% 1 m h o^ 4s2r 1346 m om ^ .gym 4.76% IOF LY CURB.:... + M 4.88X: -.56% 5.36X I TOP N m o U o 4 soX ± M ^ 5s% ^06%.._ 4:6oX __... 1351 I 5.40X:_._5 o~ o 8S' 5 % 76X ~ m N N~ ^ ^44 O T 4. 1347 I : m o ^U � 0 I� I LLI '; m �� �ry N M 5. 5 TECH LIJ W ^N N 5.24% PR U O m O U ^ +..^ N X IB ^o N h 4 32%.. MEDIA G U] m ��. oIU- � +� ^+M o+� `M" �ro ^� n M 72% 4.12X J N'LY W 1351 M 4.a0 U M I - - W b N b V1 h b b ^ .� M M j.eaX ^ 3.04% 3.00 To C u) M I 1318 ^ z.aa% IJ 1. 2% �_+F 1347 � _L B ^� 8 1314 MEDIAN CUR (MOTE 1352 W P �F E, 5 L16 Y m o + 5.00% 5'40% W 1348 x. M - m O U N h 0 ^^ ^"i M 1O + as2° 2 i �• _ h j0l"�+ h~ •r� ^ai '. `� 4.44X : T I ' Z -1 1319 U ( _ ''I c28 43s% i }I- rRBmo� +1315 4 Y CU M4.36XTOP 0 + M % ...om�. . ., .SfiX 436. --J•-- .. _.... --- _ ._._. ..... __. __. ..__... ... _... jN ._ 476%1319 - 19, _h. m� +~ N ^N 6% 4p1%^ ^ 4X432°1315 m � m % 4.4m U + oN ^� .60 I ° 3.44% ^ 4.00% i 3.60% 9� $ 3.20 M M 2 76% PROFILE SCALES M M 22 8% I M 20% M 2 I i 12% I 1320 2 _ 132T 1649 I I HORIZ: i"- 40' 1. i VERT.: 1"--8' 131E -i-- - _. ... _.__._...-___.I_ ..--- ------- - --- -- _....__.._ 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 STREET CONSTRUCTION NOTES: L J CONSTRUCT 5.5"AC OVER 5"AB, STRUCTURAL SECTION TO BE VERIFIED BY PROJECT SOILS ENGINEER DURING GRADING AND WITH APPROVAL OF THE C17Y ENGINEER. / 21 CONSTRUCT 8"TYPE B"INTEGRAL CURB&GUTTER PER CITY OF LAKE ELSINORE / STD. PLAN NO. 201. / 23 CONSTRUCT 4"PCC SIDEWALK(WIDTH= 4)PER CITY OF LAKE ELSINORE STD. NO. 210. CONSTRUCT LOCAL DEPRESSION FOR CATCH BASIN PER MODIFIED COUNTY OF RIVERSIDE / STD. PLAN NO. JI 1, CASE C"AND PER DETAIL ON SHEET II. - / ADJUST EX. TELEPH PER DETAIL N SHEET LE TO GRADE AND CONSTRUCT FALSE CURB MANHOLE 10 CONSTRUCT SIDEWALK AROUND POWER POLE(PARKWAY OBSTRUCTION)PER CTTY OF LAKE ELSINORE STD. PLAN NO. 213. rI SINORE VALLEY 30 ADJUST EXISTING GAS VALVE TO GRADE. \ _ U MUNICIPAL WATER DISTRICT OHT N pH c J/ - 35 INSTNO.ALL &I GH CHAIN LINK FENCE PER CITY OF LAKE ELSINORE STD PLAN B. PR. SLOPE ESM'T _ _ _ --------------- -o " EMWD RECYCLED WATER CONSTRUCTION NOTES: ___ EX UDG. TELEPHONE EX. SCE POWER POLE _- v ___ --- PROTECT IN PLACE E)__RELOCATE EXISTING LOCATOR WIRE BOX PER EMWD STD. DWG. B-656. \ -- PROTECT IN PLACE o _ _------ 2 W C4 : oo a RELOCATE EXISTING CATHODIC STD. DWG. B-662. PP 14163836E �- - o�'� wv ABANDON EX. Z 62 DIC TEST STATION PER EMWD \ ` ^m� - EXR. p 18"STORM DRAIN-C CURVE&LINE DATA �O \ `• � 2 N�� Wg PROTECTINWPLACE „E ING/DEL ^M d U^ BEAR TA RADIUS LENGTH TANGENT \ ` \ - PROTECT IN PLACE / M m PROTECT IN PLACE Yw�1 m^ ^�' Q 19°13'45" 1260.00' 422.8T 273.44' TOTAL EX. SCE POWER POLE - PR. R W EX. UDG. ELECTRICAL EX. SCE POWER POLE t' mm I� 36 30°2TOS" 1300.00' 690.92' 353.83' TOTAL DAYLIGHT LINE 2$ EX SCE POWER POLE PROECT IN PLACE kow 0 89 ` \ .^; - _ PP 14163837E PR. TOP PROTECT IN PLACE PP 14163842E '4i-a PR. 18'SD 2 W 0 30°27'05" 1341.50' 712.98' 365.12' TOTAL 2-PP 14299390E 2 z ® 11°J2'00" 1225.00' 246.59' 123.71' 70 v'o n v - _... _._ _.. _ _... __ ---- -- ----- ----- 3 N 79°12'44"E = 300.27' - r` / y -.... TOTAL --� �- _. uJ ® N 80°4T55"E 411.22' TO \ ^ diw h _77 �_ M M -._�3_ TJO �C �F 39�C �F �F �E�XF30"SDI 4 21 (W/� Q N 82°26'49"E 295.50' Q� '9�- IN EX. EP EX. STREET LIGHr - PROTECT IN PLACE 42 N 80°4755"E - 115.84' - TOTAL EX. SCE GUY POLE 72 N PROTECT IN PLACE(TYR) PROTECT IN PLACE i�:N 'n - __ - -- ---- - N 80°4T55"E - 111.22' - TOTAL 74 75 40 75. PP 14163838E �" - __ o, 'n - -1 _ �_ '- RAILROAD " v e N v N _ N 73+04.El ._ CANYON EX. MEDIAN CURB @ ---ROAD -... _ + 2 2 S7 �EC rJOIN EX. EP PROTECT/N PLACE PR. 18" SD � ti �^ LU PR. 3'V-DITCH '� - - - D(LIMITS AS f\n �.o'h a• PER RG PLAN fi fi-- _-fi - _ _ r - N/ II fi fi ;< ,� - = 20 5.5"AC OVER 6"AB S l o DAYLIGHT LINE EX. SCE POWER POLE om LEGEND PR.-R W ¢b S BE RELOCATED BY ;� U 23 4"PCC SIDEWALK w SCE FORCES ^ -- - ~ ' _- Q m -'-'- \ -.."_PP 14725957E FR. SCE ESMT o w a- ��'g I.\ o a - 6ag+� CHARLES M MATTER _---- .r _. �v1 EX. SD INLET STRUCTURE PR07CT IN PLACE i ----- - PR. SLOPE ESM'T 6 0 20 40 80 120 160 _ za NOTE.•SEE SHEET 22-27 FOR PAVEMENT REHABILITATION SCALE: 1" = 40' THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 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 C4UFORNIA STATE CITY OF LAKE ELSINORE SHEET 18 ®H U N S A I R E , S S I C I AT E S gOFE95/0 PLANE COORDINATE SYSTEM,ZONE 5,NORTH AMERICAN DATUM 1983, CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R v I N E I N C r„oe°JN I DESIGNED BY: F Ot/1B. ��a +r Fy AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN `o PUNNING • ENGINEERING • SURVEYING v, CHECKED BY: OF 0 18 36 Thee HugIm-Imm U92619•FH:L949)599-1010"FX:(949)5a5 759 ti4 �,m - AND"BILL",BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN OF o a UNDER THE SUPERVISION OF: NO.49119 RECOMMENDED BY: N76°00'34"W(EPOCH 2011.00) SHEETS Lc+�Y�•� z EXP.09-30-18 A RAILROAD CANYON ROAD =- BRAD FAGRELL, RCE . 43920 DATE �- ei/�� N�'T aIYI� �r SCALE: AS SHOWN (FROM STA. 68+00.00 TO STA. 77+00.00) FILE No. ory CITY ENGINEER FavcA lFp4 STREET IMROVEMENTS CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE: ¢3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:40:25 AM FILE: F:\1020\Engineering\OA-Project\Imp_Street\SHT18.dwg — TOP OFCT) NY CURB (PRATE j m m + 1370 CURB N + N m g~ '� ' � � i OF LK }o 1366 I - - --- I T Top - 4.96% a.21r 1362 16 54 o m 5:2a� ptECt) - ...j- j- 1356 ^~o n 4%I 509% URB `P '. # - - t _ F'^a 6% A,88 as °tY �pEpIAN C 1371 - �- 1352 W 4.s F EX N' - I 5 TOP 0 ( # 1367 1348 - - - -- I W UU)j PROTECT) I MEDIAN CURB (pR 1371 I ( j 1353 o TOP OF EX SLY EX SLY CUR T CT) 1367 TOPOF (PR 1349 W - ! CURB m I L�-- g'LY m � ti 1370 —T p OF �� *h +p ± = TO -- 1353 U m h 1366 I 1349 Q w Q A.za� 5 _ _. _ _ _ _ 5_,6� .... 1362 ............ -..... ......._.. ...._._... _-_. —`_-__-_ --_... 15_1 J! 1352sz� 5,oaq 1348 I PROFILE SCALES HORIZ: 1"—40' 77+00 78+00 79+00 80+00 STREET CONSTRUCTION NOTES: ` o--CONSTRUCT 5.5"AC OVER 6"AB. STRUCTURAL SECTION TO BE VERIFIED BY PROJECT PR. SLOPE ESM'T SOILS ENGINEER DURING GRADING AND WITH APPROVAL OF THE CITY ENGINEER. CAUTION: ELSINORE VALLEY 21 CONSTRUCT 8"TYPE B"INTEGRAL CURB&GUTTER PER CITY OF LAKE ELSINORE EX. OHE&OHC >�11UNJCIPAL 1NA rER J15TR1CT STD. PLAN NO. 201. PROTECTI CONSTRUCT CURB TRANSITION FROM 6"To 8"PER DETAIL ON SHEET 10. EX. UDG. TELEPHONE _ —————— 23 CONSTRUCT 4"PCC SIDEWALK(WIDTH= 4)PER CITY OF LAKE ELSINORE STD. NO. 210. PROTECT IN PLACE —— —— y 27 ADJUST TELEPHONE MANHOLE TO GRADE. IX2 ADJUST EXISTING CABLE TV BOX TO GRADE INSTALL CITY IMPROVEMENT PROJECT CONSTUCTION SIGN PER CITY LAKE ELSINORE STD NO. 600. EX. 6"EVMWO RW a w _. cui u,i i - m PROTECT IN PLACE o 00 -EX. UDG. ELECTRICAL W a �� - __ CURVE&LINE DATA PROTECT IN PLACEi - +�" -PR. RIW az aoo� BEARING/DELTA RADIUS LENGTH ]TANOENT N 80°4755"E - 411.22' TOTAL _mvm DAYLIGHT LINE PR. TOP - -,��a o - a2 N 80°4755"E - 115.84' TOTAL m N 80°4755"E - 111.22' TOTAL n — p -- --- —_- ® 08°0726" 2049.00' 290.53' _ - -- — - -- 15109'0 1" 2000 00' 528 84' SIDEWALK //{ - --- LPROTECT IN PLACE/ -!-'""- 08°07'27" 1950.00' 276.50, 2� J 2 EX. 6"CURB&GUTTER N �- m - '�-.E HVN'-u? 44 JOIN EX EP PROTECT IN PLACE V 43 twi, N W _. _ Y o - - RAILROAD CANYON EX EX 6"CURB&GUTTER 77+15.84 w+� p u, Jow Ex. EP ----=_ LEGEND(LIMITS AS SHOWN) �+ I I+ry o 2 _ PROTECT IN PLACE ROAD ST. ¢BC - _ 2 EX SDEWALK o, ®�5.5"AC OVER 6"AB 42 �,.._ _ µ - ^ - �P�ROTECT IN PLACEIli - - — — - PCC SIDEWALK _ 23 4" pg m ---PR. 3'V-DITCH" m - DAYLIGHT LINE PER RG PLAN. 1 — PR. R/W EX. 54"EMWD RW LINE co, PROTECT IN PLACE — ^'+ EX. 30"EMWD BRINE LINE __ ——— +02o CPO a p ——PROTECZ IN PLACE -—— R 1u o w m - �PR. SLOPE ESM'T W U CHARLES &I MA7ER 0 20 40 80 120 160 sa NOTE SEE SHEET 22-27 FOR PAVEMENT REHABILITATION ' SCALE: 1" = 40' MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: CITY OF LAKE ELSINORE SHEET 1 9 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ®HUNSAKER & ASSOCIATES o1'Ess/ DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE eR R v I N E I N C E�a�a cq�< DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, PLANNING a ENGINEERING a SURVEYING ��° ,�`�� AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN a Q y'� CHECKED BY: DF Ol 18 Th,ae Hughes•Irvine,G9ggtg•PH:19/91 5 8 3-1 010•Fg:(949)9g30]59 _4 m a / AND"BILL",BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN of Q /1,�•�a UNDER THE SUPERVISION OF: No.astte '^ AND BY: N76°00'34"W(EPOCH 2O11.00) SHEETS "'II a K E%P,o9-3o-t8 A RAILROAD CANYON ROAD BRAD FAGRELL, RCE Q. 43920 DATE c1/G I� �'r atvl� �P SCALE: AS SHOWN FILE No. CITY ENGINEER e o� (FROM STA. 77+00.00 TO STA. 80+00.00) CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE aFaA�tF DATE: STREET IMROVEMENTS �%' I9i Ha K3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:40:30 AM FILE: F:\1020\Engineering\OA_Project\Imp_Street\SHT19.dwg �E CONTRACTOR SHALL VERI LOCATION AND ELEVATION PRIOR TL START OF ANY CONSTRUCTION. I LOCAT/ONfELEVARON PE POTHOLE INFORMATION. I fi 6 Z' 1280 ,�. N� 1300 I p, - 1 < �s - a9 'F�.. 1300 . __ - 1300 — - --- -. --- --- 1 — ,0-5 ✓ 'moo f ELS32J 5.0 0 ¢ f 1270 6� �0 12901EL S �, zJ EXIST. JQ" 1290 RCP. o 1Z S-aa1 - - --- - _ i i 90 N �ry ! R�• REMOVE INTERFERING PORTIONS OF EXISTING PIPE AND JOT d AT:CATCH BASIN INLET WALLS — U 1280 �. ! - ^b ___.._.. .__1280 ... _ 1280 , ' U ' - - — ry 7--- . 1280 �. - — o.INST 37.09 L.F.�. �.. �.•�ti ,y'� - :.o. +.. L. . ____ _ -_.._ I!.._ 1 "R.C.P: (2000-D) { •�INST 31.95 L.F.'- 1 R.C.P. (2000-D) i STA. 11+59.00 STA. 19+93.00 i - STA. 32+57,Q0 j STA. 4D+18.55 CATCH BASIN f/] `CATCH BASIN f/3 i PROFILE SCALES i H BASIN CATCH BASIN 16 L CATCH BA HORIZ 1+00 2+00 1+00 2+00 1+00 2+00 1+00 2+00 l PR. R/W—� f l PR. R/W I ,� --- SCAL I CONTRACTOR Ohl.. .� `-----..._ E P' '.. PROTECT FI♦?fR T/C 0 f"7 _..._._._.___.-- 40, t TELECO®NICATI.N 1 iAld)'L ,v"1 t1 LINE t2�*k m c. CANYON7O I PR. R/W� d � t 1 JUNCTION STRUCTURE I A=90°00'00"B=18"C=2.50'D=36" ' E=1.44'F=1.57'G=1.3T'L=2.88' a' AYaOAQ �ff - EL R=1303.26 EL S=1303.24 Iy O 46 — -, �c PR. R/W� 0 1j3..T _.. ---- PR. R/W - 42 ST STA. 32+5Z00 �t Q T _--- ' INLET -- L,` - -- 40 PR. R7,u �40 00 CONTRACTOR CAUPTN, C.B.41�=7.B8' -40 PRO ECT /" o N TELECOMMUNICATION ! LINE REMOVE INTERFERING PORTIONS ��^^''••�� OF EXISTING PIPE AND JOIN V AT CATCH BASIN INLET WALLS W "?am c L ROA CANYON ROAD Z i4 v n�W ouh v ppp PR. R/W 5 oo� O O�iI f STA. 11+59.00 z 0 z 1 PR. R/W >Q W W STA. 19+93.00 CATCH BASIN yl ? CATCH BASIN //3 ¢ww I BEARING/DELTA RADIUS LENGTH TANGENT OC) STA. 32+57.00 STA. 40+18.55 AQ N 73°04'33" W 30.60 STORM DRAIN CONSTRUCTION NOTES: CATCH BASIN J5 CATCH BASIN ys N 4o°zs zs" w s.n' 40 INSTALL 18"R.C.P. (D-LOAD PER PROFILE)&BEDDING PER RCFC& WCD STD. NO. M815 © N 712622" W 39.36' rs>a� 42 CONSTRUCT CATCH BASIN N0. 1 PER RCFC&WCD STD. CB 100(L PER PLAN)) WITH CATCH BASIN MARKER o N 4B°37'59"E 34.45' `v NO DUMPING, DRAINS TO LAKE"BY DAS MANUFACL 3"x5-1/4"DURACAST STdRM DRAIN MARKER �— CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC& WCD STD. NO. JS227 0 20 40 80 120 160 a 45 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STD. N0. M803 9 5� SCALE: 1"= 40' z MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING CITY OF LAKE ELSINORE SHEET 20 3 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR HUNSAKER & ASSOCIATES OFEBSI DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE �' CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE eR o zo i R V i N E i N C �°DUN cR�t DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5,NORTH AMERICAN DATUM 1983, PLANNING • ENGINEERING • SURVEYING �� 4y Py AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS' STREET WIDENING PLAN Th—Huglw•Irvine,G92618•PH:(4/9)SB3-1010•FX:PN9RVEYING S+`" (n�% CHECKED BY: DF 01/18 4 NO.49118 m AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN of 36 �6.I$ UNDER THE SUPERVISION OF: RECOMMENDED BY: N76°00'34"W(EPOCH 2O11.00) SHEETS K E%P.a9-30-18 A RAILROAD CANYON ROAD BRAD FAGRENGINEER RCE o. 43920 DATE --- �� °l(6o '"9r�`aFf�,� oar SCALE: A5 SHOWN FROM GRAPE ST. TO CANYON HILLS ROAD FILE No. CITY ENGINEER ��r <-. CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE cnl1F DATE: STORM DRAIN IMROVEMENTS `� PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:40:35 AM FILE: F:\1020\Engineering\OA_Project\Im P_Storm Drain\SHT20.dwg :CONTRACTOR SHALL VERIFY LOCATION START OF { AND ELEVATION PRIOR TO I I ANY CONSTRUCTION. I ;LOCATION/ELEVATION PER POTHOLE INFORMATION. REMOVE EXIST. ,.�9.__-. ,{I �.�9 S=002 1, O a 1. o - c INLET o >o ,N o _REMOVE EXIST. INLET I ' T INLET 5=0.02 i $ 1310 a�t 1340 _ RNOVE INTERFERING PORTIONS 1340 AOF EXISNG CATCHTI 01f1)B4SIN PIPE WALLS , RCP (S 0 J8' -- _INST 2.5t L.r. ) 1300 kk 18"R.C.P. 200O-D g5 5 o E 'o� ,� ®s-0:o2 1330 �` r 1330 13IO0 �0.05 °J COLLAR E o I y00g6 l �I�O 4 3 cC 4 1320 2 1320 1290 _ m W — -- �.�._ _ Z__ 1II _ 1290 I.±INST 21.31 LE � +: + o �� —. _ �,. INST 4.65 LF ! INST 00 LF. I 24_IINR.C.P (2000-� I} -- 8'" R.C.P. (2000-0) 18"R.C.P. (2000-D) IT R.C. (2000-D) -. STA. 62+25.00 STA" 76+21.79 STA. 76+50.00 # S STA. 61+50.00 BASIN 17 I CATCH BASIN #10 CATCH BASIN 11A PROFILE SCALES CATCH BASIN#9 CATCH BASIN #12 CATCH BASIN 1118 CONDARY OVERFLOW INLET HORIZ.: 1"=40' ICATCH _ VERT: 1 8' 1+00 2+00 1+00 2+00 1+00 2+00 pp a SCP�E'. o a PR. R/W� la N 2.'�° 7 W i �� + m V h h 1 REMOVE INTERFERING PORTIONS I t' CON PR RAW \`�� PR. R/W OF EXISTING PIPE AND JOIN CONTRACTOR CAUTION. TRACTOR CAUTION: _ > AT CATCH BASIN INLET WALLS PROTECT FIBER OPTIC] PR R� PROTECT FIBER OPTIC � TELECOMMUNICATION �� /,OI - TE��COMMUNICATION -- --- _ -- RAILROAD RAILROAD _ _ RAIL C7AD ST. STA. 62+25.00 L-21'V=6.19' V Q INLET a "i; 7` 43 42 C IN SL STA. 6 V�5. 7 42 43 o N G A-75°00 STRUCTURE U C-4.43'D=72 �e / �'^ ROAD - C.B. �'9 cf' 40 L-21'V-5.34' Ya. CANYON fop ROAD JUNCTION STRUCTURE (,iA( YO,,,% RC.jAD ! I µJUNCTION STRUCTURE `�'A"• D'`� R"✓A�-"` E=2.5T F=3.0T G-2.55'L=354' Q a un A=66°50'24"B 18"C=3.03'D-36" EL R=1300.84 EL 5=1300.86 I� E=2.21'F-158 G=1.31'L=3.13' D EL R-1338.t 9 EL S=1338.16 ---- --::_--- (x W"�„ Q O - _��W --- 0 41 `* PR. R/W a PR. /W .'., PR. RAW 40 40o it 11 W PR. R/W N e n h + tz m Q m STA. 61+50.00 =N m CATCH BASIN #12 cv 15 �cv�' SECONDARY OVERFLOW INLET STA. 62+25.00 STA. 76+21.79 1 STA. 76+50.00 CATCH BASIN 17 CATCH BASIN #10 CATCH BASIN #9 CATCH BASIN#11A CATCH BASIN#11B STORM DRAIN CURVE&LINE DATA STORM DRAIN CONSTRUCTION NOTES: BEARING/DELTA RADIUS LENGTH TANGENT 40 INSTALL Mr R.C.P. (D-LOAD PER PROFILE)&BEDDING PER RCFC& WCD STD. N0. A1815 Q N 87°38'19"E 24.58' `• 41 INSTALL 24"R.C.P. (D-LOAD PER PROFILE)&BEDDING PER RCFC((&WCD STD.))N0. M815 Q N 80°4755"E 768' L PER PLAN ER CONSTRUCT DUMPING, DRAINSSSTO LAKE"BYRDASFMANUFA� 3"xSCB� DDURACAST STOlFM DRAIN TH TCHMAR BASIN MARKER Q N 80°47'55"E 8.00, G 22.65' 43 REMOVE EXISTING RISER INLET AND INTERFERING PORTIONS OF PIPE AND JOIN N 53°45'00" W O-- CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC& WCD STD. NO. JS227 ^ l� CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STD. N0, M803 0 20 40 80 120 160 SCALE: 1" 40' Cd 2 Fl`M,Mp Dap h Pdv,ce MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: CITY OF LAKE ELSINORE SHEET 2 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR H U N SA KE R & ASSOCIATES OFE85/ DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ® eR o 1 R v 1 N E I N C �a000uN 0 DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5,NORTH AMERICAN DATUM 1983, PUNNING • ENGINEERING • %URVEYING AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLANThmHu#UNDER -lMmTHE S PERMA92618 IO 19/9)983-1010•FX:(9.19)383d]59 4 m CHECKED Br: OF 01/18 AND"BILL",BOTH AS PUBLISHED ON CSRN DATA SHEETS,BEING & PAVEMENT REHABILITATION PLAN OF S3 6 z UNDER THE SUPERVISION OF: No.as11a RECOMMENDED BY: N76°00'34"W(EPOCH 2Oi 1.00) � EXP.09-30-18 a CITY ENGINEER RCE 43920 DATE c s9T a v` aP SCALE: AS SHOWN RAILROAD CANYON ROAD FROM GRAPE ST. TO CANYON HILLS ROAD FILE No. CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE �OpanUFp0. DATE: I STORM DRAIN IMROVEMENTS �3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:40:38 AM FILE: F:\1020\Engineering\OA-Project\Im p_Storm Drain\SHT21.dwg 9 9 16 Ug ±Rig CITY OF LAKE ELSINORE tm Lo cl PR. R/ - _ -[PR. SLOPE ESM'T un 91 EX. 8 C&G `L-�_~-••�......5 \ II Ij MEDIANN PUCE µ o f�— IN -+—�•- — --�''—_ 9 `� \ 1 �1 r •vim 11 QOM� PR, SAWCUT LINE PR.AC PAVEMENT ✓�• //! /., 91 E�8EG1\N I // ��\\\ 'UTTER URB DDRO71-lY BOONJr->yIllRDOCK,—— PROrITK LLC ` \\ �\ �f j }�- ,_,sr ,�:x•.w \' O QJ 73 gg STREET CONSTRUCTION NOTES: p ADJUST EXISTING TELEPHONE MANHOLE TO GRADE. X EMWD RECYCLED WATER CONSTRUCTION NOTES: y ?0 \ ^� � �� \ �x I Gj /� j �s �-ADJUST EXISTING VALVE BOX TO GRADE. 9 EVMWD CONSTRUCTION NOTES: "ALkIART R / EA17Y COMPANY U 5+11.24 RAILROAD CANYON RD. ,P1441, ADJUST EXISTING VALVE TO GRADE. \ =GRAPE STREET CS' O q x !-_——-- LEGEND(LIMITS AS SHOWN) s. `'e PAVEMENT REHABILITATION CONSTRUCTION NOTES: ?-N,�H sg 91 0 COLD MILL AND OVERLAY(2"MIN.) COLD MILL EXISTING PAVEMENT(2"MIN.)&INSTALL GLASPAVE MATTING OR 92 ,.®•i REMOVE AND REPLACE 5.5"AC OVER 6-AB APPROVED EQUAL WITH(2"MIN.)AC OVERLAY;SEE DETAIL ON SHEET 10. 92 REMOVE&REPLACE EXISTING 5.5"AC OVER 6"AB CITY OF q}tE ELSINORE ELSINORE VAI EY ELSINORE VALLEY MUNICIPAL WATER DISTRICT—————————————�PR. SLOPE ESM'T MUl JUPAL WATER DISTRICT ——————————————————————————————— ----------------------------- THE STATE OF CALIFORNIA m f PR. R/W 0 -- -- -- -- -- -- -- -- -- - -- -- -- - -- -- -_�--�'�� CA m Q h PR. SAWCUT LINE *,.� ,. O W - ^ PR.AC PAVEMENT ,.� r, O W * 1 1 N N - m 2 m 4 5 Q 'EX MEDIAN r7 _ . 7 1 PROTECT IN PLACE - N N ,(TYP. 9 ———— — — —— .. .t_:�.='_ 1�c �. .%' 1L t ^� ~PR.AC PAVEMENT` N PR. SAWCUT LINE -A W � J PR. R/W v� c ———_ _ WESTERN RIVERSIDE COUNTY a — REGIONAL CONSERVATION AU7HOR1 TY _ z V a In Ad— REALTY COMPANY 0 20 40 80 120 160 CA2F ————__ a -- SCALE: 1"= 40' THE E PLANS HAVE BEEN D FOR ANCE BASI OF MARK REVISIONS APPR. DATE THESAPPROPRIATE CONDITIONS FEDEVELLOPMENTIAND/ORTH PREPARED BY: SEAL DRAWN BY! GF/SS 01/18 THE ASISOFBBEARINGFORTHISSURVEYTHECALIFORNIASTATE CITY OF LAKE ELSINORE SHEET 22 ®HUNSAKER & ASSOCIATES OFEss1 N CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE eP I R V I N E I N C cq�< DESIGNED BY; SS 01/18 PLANE COORDINATE SYSTEM, ZONE 5, NORTH AMERICAN DATUM 1983, PUNNING • ENGINEERING • SURVEYING �,� 9 i�Tl+ AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS'ECFS" STREET WIDENING PLAN 3 6 � n TI—H 6N°°,CA92616•PH:19I9)963-i°70•F%:(%9)SM3 V59 y4 ," CHECKED--3S='_"--_ DF 01/18 "a1°'' z - ,_ AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS,BEING q mil$ No.4911e ^m & PAVEMENT REHABILITATION PLAN of o UNDER THE SUPERVISION OF: w RECOMMENDED�Y: = N76°0034"W(EPOCH 2O11.00) SHEETS K IXP.09-30-1e A - BRAD CITY ENGINEER RCE . 43920 DATE �_� ] c�/G/�� m7T alY ?P SCALE: AS SHOWN RAILROAD CANYON ROAD FILE No. 3� CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE faFCAu\FOP DATE: (FROM STA 5+11.24 TO STA. 28+00.00) dI k PAVEMENT REHABILITATION PLAN 1 ` PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:40:42 AM FILE: F:\1020\Engineering\OA-Project\Imp-Street\SHT22.dwg m ELSINORE VALLEY MUNICIPAL WATER DJSTRICT 9 z m�_ ——' CID lb iPR. SLOPE ESM'T PR. 8" CURB = I 0 P �- ^�\ •_-- m h PR. R W &GUTTER MCOIN, PLACE �m PR AC PAVEMENT — -�/ I PROMO?_ --35 - _ n .•�, PR. SAWCUT LINE f— +4 -�,�.--�•�3 ��/�v-:r5, o. 3.H^ a �1F_>f1Gll3 \- S9{yC17 "���r• a'- -���- .-�:r1'JN c- �n _ - - " 7 LINE — — UpE "WC r _ �- � `PR.AC PAVEMENT-, -PR 8•.CURB &GUTTER PR. R/W t w STREET CONSTRUCTION NOTES: \ _ / 27 ADJUST EXISTING TELEPHONE MANHOLE TO GRADE. WESTER]N RIVERSIDE COUNTY -,�\-PR. SLOPE ESM'T EVMWD CONSTRUCTION NOTES:74 REGIONAL CONSERVATION AUTHORITY \\ ADJUST EXISTING VALVE TO GRADE. \\ PAVEMENT REHABILITATION CONSTRUCTION NOTES: LEGEND COLD AS SHOWN) 91 0 D MILL AND OVERLAY(2"MIN.) 91 COLD MILL EXISTING PAVEMENT(2"MIN.)&INSTALL GLASPAVE MATTING OR THE C17Y OF LAKE ELSINORE APPROVED EQUAL WITH(2"MIN.)AC OVERLAY;SEE DETAIL ON SHEET 10. 92 0 REMOVE AND REPLACE 5.5"AC OVER 6 AB 92 REMOVE&REPLACE EXISTING 5.5"AC OVER 6"AB ———————— — . SLOPE ESM'T —————— PR — ——— ———————————————— W EX. 8"CURB&GUTTER h ///'''PR. RIW ` ' PROTECT IN PLACE THE LAN16'S >:R>E METHODIST Q PR, SAWCUT LINE FELLO -------- v.�,- �- �NSHIP OF L*y E-ELSINORE W J�^l�nl.^�^_ 8'r ^v _V * EX. ME I/�N_.. lLJ vv v jyf.)w �n v ul ROTECT IN.PMLACE _«o 7 2 co -- � a PR. SAWCUT LWE LU � l� � o L PR Rlw 7 U PR. 8"CURB \ ——— PR. SLOPE ESM'T WESTERN RIVERSIDE COUNTY REGIONAL CONSERVATION AUTHORITY e� , cb \` AY CHARLES Nl MATTER if 0 20 40 80 120 160 Ca 2 FlA WoftV Don nAQ,mCB SCALE: 1" = 40' z i MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: CITY OF LAKE ELSINORE SHEET 23 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ® H U N SA KE R & ASSOCIATES OFESS/ DRAWN BY; GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE oeaow c ak9� DESIGNED BY: SS PLANE COORDINATE SYSTEM,ZONE 5,NORTH AMERICAN DATUM 1983, I R V I N E I N C �v.oo Ry`Fi Ot/18 AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS"PLANNING • ENGINEERING • SURVEYING H 4r CHECKED BY: OF 01 10 STREET WIDENING PLAN Th-H•sh.•IMm,CA92616•PH:19{9156Y1010•FX:(%9)563-59 _p m m / AND"BILL`,BOTH AS PUBLISHED ON CSRN DATA SHEENS, BEING 3 6 UNDER THE SUPERVISION OF: " r1o. —118- m RECOMMENDED BY: N76"00'34"W(EPOCH 2O11,00) & PAVEMENT REHABILITATION PLAN OF SHEETS m 9 DATE 5 EXP.09-30-18 RAILROAD CANYON ROAD =- CITY ENGINEER RAD FAGRELL, RCE 43920 DATE �� GGy� 9G /P s9r c/vIv aar 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 foFanLlFo DATE: PAVEMENT REHABILITATION PLAN \06'05 `xa PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:40:52 AM FILE: F:\1020\Engineering\OA_Project\Imp—Street\SHT23.dwg CHURCH PR. SLOPE- ----------J _- J--------- -RDAD PR. 6"CURB --�-- -- -- __ &GUTTER PR. R/W r 50+74.80 RAILROAD CANYON RD. ----- �' +00.00 - / PR RIW _ - EX. 6"CURB &GUTTER� �� ,..f-r,-' r-r,-l' -' _r) � r � 5 � ri r i/ i )< IAIN C /r/J P�� �. P p r C£ N Pu�-pR01E� _.. - —� APR.AC PAVEMENT` A r SAWCUT LINE vim` --- / / �� Z Qj CA /� PR. R/W PR. B"CURB - `C }O /,,/, /y%/. �' &GUTTER 4- m - ----------------�PR. SLOPE ESM'T cn __--- — u EVMWD CONSTRUCTION NOTES: to ADJUST EXISTING VALVE To GRADE LEGEND(LIMITS AS SHOWN) PAVEMENT REHABILITATION CONSTRUCTION NOTES: s1 COLD MILL AND OVERLAY(2"MIN.) 91 COLD MILL EXISTING PAVEMENT(2"MIN.)&INSTALL GLASPAVE MATTING OR 92 APPROVED EQUAL WITH(2"MIN.)AC OVERLAY REMOVE AND REPLACE 5.5"AC OVER 6 ABO 92 REMOVE&REPLACE EXISTING 5.5`AC OVER 6"AB L ————————————— --- ------ ----- ---- � D 5� � ��••�� W q2 \J PR — —_ m _� - -- -- -- - -- - -- - - --- -- R/W &GUTTER CURB Q - PR.AC PAVEMENT - PR. SAWCUT LINE - W rT- J r �IjX A�EDLA r' r as — - % GD r �rgr (TYP.)g_ - - 60) PRO TECTW PLA ��." -// / (TY ) 67'� -. r. P-`- 5 RAILROAD FEX bMw r�VA­L3E ��_�g(-TI�P:)' CAN YON + ,i2 T ! TO BE ADJUSTED TO GRADE �_! ;, ' ! ^ �JJ�IJ f / J-j �j �EDIAN I CA �_. -. —_._.—,.————— j dY EMWD;——— . / �/�j/i 7 i r' / 7 7/ i /PROTECT IN PLACES _. - PR.AC PAVEMENT —_ ——. t_.-. v / _ _ �L=.�L..�('!fie'i %11- - / _.. :� =�. �.� _ ITI G _ _ - PR. SAWCUT LIN€ EX. EMWD RW BO ASSEMBLY PR, 8"CURB m TO BE RELOCATED BY EMWD &GUTTER PR. R/W m U � - - - - ------------------- --- cn ------------ N OQ oarsrn U 0 20 40 80 120 160 C6a2 FJ v 9 0 0 y wmq ovn n'tlw1c9 SCALE: 1"= 40' zT MARK REVISIONS APPR. DATE THETHESAPP APPROPRIATE CONDITIONSE PLANS HAVE BEEN IOFEDEVELOPMENTIANDE WITH PREPARED BY: SEAL BASIS OF BEARING: CITY OF LAKE ELSINORE SHE 2C� 3n CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ®HUNSAKER ASSOCIATES QgOFESS/0 DRAWN BY: GF/SS 01/18 THE BASIS OFBEARING FOR THIS SURVEY THE CALIFORNIA STATE ? I R V I N E I N C �4aooJN cp (F DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5,NORTH AMER1rW DATUM 7963, PUNNING a ENGINEERING a SURVEYING ti t AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN Throe HuSIm-IMn G9f616-PH:(949)5831010•FX(9")559-0759 y`" �� CHECKED BY: OF 01 18 oQ UNDER THE SUPERVISION OF: 4 No.49n8 '"m / AND`BILL`, BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING 3 6 z q.6-Ig RECOMMENDED BY: & PAVEMENT REHABILITATION PLAN OF SHEETS oz K EXP.09-30-18 A N76°DD'34"W(EPOCH 2O11.00) BRAD FAGRELL, RCE Q. 43920 DATE _ u FILE No. RAILROAD CANYON ROAD CITY ENGINEER �� q�(s��p T+r clv - aP SCALE: AS SHOWN CITY OF LAKE ELSINORE eaFaA�Icoe (FROM STA. 48+00.00 TO STA. 68+00.00) 1 FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE: PAVEMENT REHABILITATION PLAN �3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:40:59 AM FILE: F:\1020\Engineering\OA-Project\Inn p_Street\SHT24.dwg 9 h ySo PR. SLOPE ESM'T�- -----_----� O WU 0 Cb M �U PAI _ PR. R1W PR. 8" CURB -1 `V Y!(qp l � 'EAIENT -' r��, \` i s i h. ^ > •--. -_ _- -:. _�_--1 C) -77 RAILROAD _ -- ROAD Ex 'W Om _ N PR.AC PAVEMENT -------- L �� T Iry?�IgCE O - PR.SAWCUT LINE - ---�_. _ O PR. R/W -- PR. 8"CURB ---'�-'�--_� &GUTTER STREET CONSTRUCTION NOTES: I — — ——- PR. SLOPE ESM'T _—--- V PR. SLOPE ESM'T 2731 ADJUST EXISTING TELEPHONE MANHOLE TO GRADE. ADJUST EXISTING STORY DRAIN MANHOLE TO GRADE. 32 ADJUST EXISTING ELECTRICAL PULL BOX TO GRADE. EVMWD CONSTRUCTION NOTES: 74 ADJusT ExisnNc VALVE TO GRADE LEGEND(LIMIT AS SHOWN) 75 ADJUST EXISTING SEWER MANHOLE 70 GRADE p PAVEMENT REHABILITATION CONSTRUCTION NOTES: 91 COLD MILL AND OVERLAY(2"MIN.) ' l 91 COLD MILL EXISTING PAVEMENT(2"MIN.)&INSTALL GLASPAVE MATTING OR 92 REMOVE AND REPLACE 5.5"AC OVER 6 AB ------------ - I/ I APPROVED EQUAL WITH(2"MIN.)AC OVERLAY,;SEE DETAIL ON SHEET 10. �? I 92 REMOVE&REPLACE EXISTING 5.5"AC OVER 6"AB N �\ I TASSEL'o� WAY ' 85+90.36 RAILROAD CANYON WAY - �PR. SLOPE ESMT ----- Da --------- -EX CG m EX. 8"C&G - -- ,,! t\,, �- ULT. R/W PRO T CT&N PLACE PROTECT IN PLACE __ _---_ --- - v-- ULT. R/W Uj z ° - - - -- -- ------ - -- --- _ _ -- -- - - - _ _- m 7 . 7 7 9 -�r� � -�7 1.l 7r 7 �� 1 - �� U7 -'--+- -1 .E �ii (\/'IILIIOAD EX. MEDIAN % /: _A,-1/'�pT _�_�___ ® - --� ®®-~-® --®� ®- Ill PRO CT.IN P C - i 9�_ PROTECT IN PLACE ✓' AIV YO V / ,/ /,e'/ /�f:i" - /// - -- - - /i% EX MEDIAN J / / /� / PR07ECTAIN PLACE �� m - //(nP.) ROTECT IN PLAC<'-'- � \ (�l rf f //� / - 7 D /. ,• - %/ % i;i/" �i ;.�!/,i %%///j i"ii '//; /j/,7 � f /, , j! (TVF) w O Ill -- EX -- -- -- PROTECT IN PLACE A ULT. R/W PROX.TECTBIN PLACE 5 V pR. SLOPE ESM'T — a �oaa��oo a 0 0 0 0 0 0 20 40 ao ,zo ,so cai z r,n xau+e oq,In aavlce SCALE: 1•• = 40' z MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: CITY OF LAKE ELSINORE SHEET 25 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ®H U N SAKE R & ASSOCIATES aFESSI DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE Ba a+5 PLANE COORDINATE SYSTEM,ZONE 5,NORTH AMERICAN DATUM 1983, I R V 1 N E I N C Fa aUN c. ( DESIGNED BY: SS 01/18 PUNNING ENGINEERING • SURVEYING ti� 4y P2 AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS' STREET WIDENING PLAN Thrte Hughr•Irvine,U92618•PH:(949)590-1011'R:19 491 5 69-07 59 y4 me CHECKED BY: DF 01/18 ca UNDER THE SUPERVISION OF: No.49ue n AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEETS,BEING & PAVEMENT REHABILITATION PLAN OF z IXP.09-30-1e a RECOMMENDED BY: N76°00'34"W(EPOCH 2O11.00) RAILROAD CANYON ROAD SHEETS 36 BRAD FAGRENGINEER RCE 43920 DATE 9G/� mle o1V1` o��P SCALE: AS SHOWN z� Cln ENGINEER ��-� ���✓✓ FILE No. a< (FROM STA. 68+00.00 TO STA. 92+00.00) �q1 Cln OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE oFaA�1F DATE: PAVEMENT REHABILITATION PLAN A p3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:41:05 AM FILE: F:\1020\Engineering\OA-Project\Imp_Street\SHT25.dwg 0 U Qj -_ -_.............................. _ EX B°C&G ULT. R ? 7 _ PROTECT IN PLACE ,- �, o ►V --_ (n'P.)s � ..r�' r �� �®-s� J � ems' 1oi�_ ��/% � IF 9 ® MEDIAN PIA�'�j�j� 0 N y= ucr. R/w -- m EX CURB a PROTECT IN PLACE $o W a o � :F STREET CONSTRUCTION NOTES: G (FP—ADJUST EXISTING TELEPHONE MANHOLE TO GRADE. W ®—ADJUST EXISTING GAS VALVE TO GRADE. m 31 ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE. EVMWD CONSTRUCTION NOTES: 74 ADJUST EXISTING VALVE TO GRADE LEGEND(LIMITS AS SHOWN) 75 ADJUST EXISTING SEWER MANHOLE TO GRADE. 91 7_� COLD MILL AND OVERLAY(2"MIN.) PAVEMENT REHABILITATION CONSTRUCTION NOTES sz REMOVE AND REPLACE 5.5"AC OVER 6 AB 1 91 COLD M1LL EXISTING PAVEMENT(2"MIN.)&INSTALL GLASPAVE MATTING OR APPROVED EQUAL WITH(2"MIN.)AC OVERLAY,'SEE DETAIL ON SHEET 10. 92 REMOVE&REPLACE EXISTING 5.5"AC OVER 6"AS 11 D A m 40 k, g it I ` • PROTECT&N PLACE 1 _� O r`^V� ULT. RA 707+54.19 RAILROAD CANYON RD. _.�= MEDIAN O - , MIDGE - � EX PLACE ``__ m =23+51.60 WESTRIDGE WAY - ROTECT.IN ` - m _^ 9O,�E0blAl - ~ _ .---� - - �— m 16 10 i9J - ��`" �� �EX. 6"C&G -��,._` '(TYP.)9 i _ _ _ - .�\� �� PROTECT IN PLACE (PROTECT IN PLACE 7 \� ~ �X. EI"EC`AULLBO � ( J -- 9 �. ' ULT R/W TYP: EX. CURB PROTECT IN PLACE_-_ '-� � \_-�- - - c� EX 8"CURB _ —__- g �:.�.-.^ PROTECT IN PLACE CQ ZO M W �z w Q; m 160 50 0 20 40 80 120 oao �a= Poo ax Call]FJ WaMp Days h PtAVC• U SCALE: 1" = 40' MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING: 3� THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR ®HUNSAKER 6t ASSOCIATES OFE55� DRAWN BY: GF/SS 01/18 THE BASIS OF BEARING FOR THIS SURVEY THECALIFORNIASTATE CITY OF LAKE ELSINORE SHEET 26 W CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE eR o R V I N E I N C co ouN cq�< DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 19B3, �' PUNNING • ENGINEERING • SURVEYING :� ��F2 AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN �e Theta Hu&s•hvi%CA 93619-PH:(919)SB3-0010•FX(419)583-0139 m `° � �' CHECKED BY: DF 01 18 - z / AND"BILL",BOTH AS PUBLISHED ON CSRN DATA SHEETS,BEING & PAVEMENT REHABILITATION PLAN of 6 o m UNDER THE SUPERVISION OF: N0.4911e m RECOMMENDED BY: N76"00'34"W(EPOCH 2O11.00) SHEm rL EXP.09-30-19 p RAILROAD CANYON ROAD CI RCE 43920 DATE TY ENGINEER �_ �( q/GIf TY OF LAKE ELSINORE CF s9r o'YI`F Q�P SCALE: AS SHOWN FILE No. (FROM STA. 92+00.00 TO STA. 116+00.00) CI FREIDOUN GRAYLEE, RCE No. 49118 DATE FCAL, � DATE: PAVEMENT REHABILITATION PLAN Li Q¢3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:41:12 AM FILE: F:\1020\Engineering\OA-Project\Imp_Street\SHT26.dwg U Q�W +O 4Y N N�o w S'C&G ULT w LIJPRO - __ TECT IN PLACE ------ —�_ Lu STA. 124+76.00 2 �(TYP.) CANYON DR s ,�. \ 7vLL \ � 1-� � \� \� END REMOVE&R 17 1 18 1 1 ii 12 _ 2 �'1-122 - �� `\ti- � � �.� ' �.EX. MEDIA'. \--PROTECT IN PUCE � 25 RAILROAD \CANYONR0�4Q, :, �EX. 8"C&G R/W o PROTECT IN PUCE CANYON HILLS ROAD o� P� 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.) 75 ADJUST EXISTING SEWER MANHOLE TO GRADE 92 0 REMOVE AND REPLACE 5.5"AC OVER 6 AB PAVEMENT REHABILITATION CONSTRUCTION NOTES: 91 COLD MILL EXIS77NG PAVEMENT(2"MIN.)&INSTALL GLASPAVE MATTING OR APPROVED EQUAL WITH(2"MIN.)AC OVERLAY SEE DETAIL ON SHEET 10. REMOVE&REPLACE EXIS77NG 5.5"AC OVER 6"AB 00 �� 1 SOP�,F, 0 20 40 Bo 120 160 z car s wxuup oan nravice SCALE: 1" = 40' z BASIS OF MARK REVISIONS APPR. DATE THETHESE PLANS HAVE BEEN APPROPRIATE CONDITIONSIOFED FOR DEVELOPMENTIANCE AND/ORITH PREPARED BY: SEAL DRAWN BY: GF/SS 01/15 TTHEBASISOB ERRING FOR THIS SURVEY THE CALIFORNIA STATE CITY OF LAKE ELSINORE SHEET 27 HUNSAKER 6c ASSOCIATES OFEssi CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE I R V I N E I N [ a„oQoow cp�c DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, ® PLANNING • ENGINEERING SURVEYING ��° qy�y AS DETERM1NED LOCALLY BY THE LINE BETWEEN CSRN CORS'ECFS" STREET WIDENING PLAN Thi..H IrvineING -8•EN ENGINEERING •F%:19URVEYI yLL �°'- CHECKED BY: DF 01/18 36 x 'R • NO.49119 m n AND'BILL', BOTH AS PUBLISHED ON CSRN DATA SHEETS,BEING & PAVEMENT REHABILITATION PLAN OF Q_[,r$ UNDER THE SUPERVISION OF " RECOMMENDED BY: N76'00'34"W(EPOCH 2O11.00) SHEETS n m II A ExP.09-'0-18 b RAILROAD CANYON ROAD BRAD FAGRELL, RCE o. 43920 DATE - ?W�p sfgT clvl` r SCALE: AS SHOWN FILE No. CITY ENGINEER «� �.+ FROM STA. 116+00.00 TO STA. 124+76.00 CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE FOFcn�1F° DATE PAVEMENT REHABILITATION PLAN \�0 1�a � B3 PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:41:17 AM FILE: F:\1020\Engineering\OA_Project\Im p_Street\SHT27.dwg ❑rY OF LAKE S-ItM ^/ 82 X- r -82 —FLOW �� 81 °- 0 A c1 gy aeorrcM u.c 1 \ 82 4t�,Aa�r IV 00RaJ71Y RoaNE-MgpOa( 80 'cC0- 8S w �' !O \ ' _\. WAUd4Rr R¢AL7Y OOAYANY� \ �FCO�"F , 85 i 81 / i FFL.OWSW OF LAKE LIMITS OF WORK —FLOW — --— ——— ———--—————— e7 '1�.° _ j - OµpplEs M MATTER \ - ryp 8(14 \ 80 / 85 k p _ ~__-—� — _ ENGINEER'S NOTES AND LEGEND 2n] _ .82 — LOW-- r \., \ IV W �— EROSION CONTROL NOTES: FLOW- INDICATES DIRECTION OF FLOW 8J�1 81 BO INSTALL SILT FENCE AT DAYLIGHT PER DETAIL ON SHEET 29 AND CASOA BMP SE-1 INDICATES STABILIZED CONSTRUCTION `' 81 O 81 INSTALL AREA DRAIN GRAVELBAG PER DETAIL ON SHEET 29 AND CASOA 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 \\ INSTALL STABLIZED CONSTRUCTION PER 00 —INSTALL STRAW WATTLE VELOCITY REDUERS ENTRANCE QDETAIL ONS� STRAW WATTLE ET 29 AND CASQA BMP SE-9 \ \ - �� (� ® CONCRETE WASTE MANAGEMENT \ �5� a 0 40 80 160 240 320 0-1 SCALE: 1" =80' 5� THE 0 E PLANS HAVE BEEN D FOR ANCE IS MARK REVISIONS APPR. DATE THESAPPROPRIATE CONDITIONSIOFEDEVELLOPMENTIAND/ORTH PREPARED BY: SEAL DRAWN BY: GF/SS 01/18 T�awSOFts OB EARINGFORTHISSURVEYTHECALIFORNIASTATE CITY OF LAKE ELSINORE SHEET 28 CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ® HUNSAKER & ASSOCIATES Qgo.Ess)a I R V I N E 1 N C �o oUN c,p, DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, FUNNING ENGINEERING • SURVEYING ��° ,��`� AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS'ECFS' STREET WIDENING PLAN , Th—Hu Irving CA93619•PH:(%9)59.5-1010•E%:(949)51 759 h m- CHECKED BY: DF 01/18 • No.4a1ie m AND"BILL", BOTH AS PUBLISHED ON CSRN DATA SHEET$ BEING & PAVEMENT REHABILITATION PLAN of z UNDER THE SUPERVISION OF: n RECOMMENDED BY: N76°0034'W(EPOCH 2011,00) SHEETS c FXP.09-JO-iB A - BRAD FAGRELL, RCE 43920 DATE e�1G /p s; aP SCALE: AS SHOWN RAILROAD CANYON ROAD FILE No. CITY ENGINEER /� rFoa DIVA` oe (FROM STA. 8+00.00 TO STA. 59+00.00) CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE on Lle DATE: EROSION CONTROL PLAN \CA PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:41:22 AM FILE: F:\1020\Engineering\OA_Projeat\lmp_Street\SHT28.dwg 80 I E� I � e -------------- r-l 84 SiA.ROAD� YON RD. L RAILROAD ' 85 ��'LpW END EROSION CONTRO rnN r TYP• '�' ��� ———- WLOW- ao /-f ,-F nW 85� TYP LOW fi LOW- — �� -T- CRUSHED AGGREGATE GREATER THAN 3•BUT SMALLER THAN 6- CORRUGATED STEEL PANELS - Q(ARlFg M �� — ORRU-ATED STEEL PANELS FILTER FABRIC OD _ i F A A B SECTION A•A - - J 10'MIN.AS REQUIRED TO N.T.S. ACCOMODATE ANTICIPATED TRAFFIC - -_----- AND SITE CONDITIONS. 12"MIN. UNLESS OTHERWISE CRUSHED AGGREGATE GREATER ENGMEER'S NOTES AND LEGEND 24'MIN. SPECIFIED BY S01 ELENN6TNEER THAN J"BUT SMALLER THAN 6° - B —cORIGINAL GRADE O 40 so 160 zao 320 EROSION CONTROL NOTES: FLOW 50'MIN. 80 INSTALL SILT FENCE AT DAYLIGHT PER DETAIL HE INSTALL AREA DRAIN GRAVELBAG PER DETAIL HEREON AND CASOA BMP 5E-10 HEREON AND CASOA BMP SE-1 INDICATES STABILIZED CONSTRUCTION INDICATES DIRECTION OF FLOW OR FOUR TIMES THE CIRCUMFERENCE OF THE LARGEST SCALE: 1" = 80' CONSTRUCTION VEHICLE TIRE, WHICHEVER IS GREATER FILTER FABRIC 81 �� 82 INSTALL SCREENED CATCH BASIN INLET PER DETAIL HEREON AND CASOA BMP SE-10 ENTRANCE AS SHOWN HEREON, PLAN SECTION B•B 83 INSTALL CONCRETE WASTE MANAGEMENT PER DETAIL HEREON AND CASOA BMP WM-8 SILT FENCE STABILIZED CONSTRUCTION N.T.S. 84 INSTALL STABLIZED CONSTRUCTION ENTRANCE PER CASOA BMP TC-i 85 INSTALL STRAW WATTLE VELOCITY REDUCERS DETAIL HEREON AND CASQA BMP SE-9 STRAW WATTLE ENTRANCE (BMP TC-1) ® CONCRETE WASTE.MANAGEMENT NOT TO SCALE - -- LIMITS OF WORK 100' MAX (SEE NOTES 2 AND ) 8' MIN' STRAW WATTLE TYP HEAVY DUTY SPACING FOR VEHICLE ACCESS PER SECTION BELOW 6 A Y REINFORCING DIRECTION OF DouBLE snrcH Storm Drain Inlet Protection SE-10 Concrete Waste Management WM-8 w=759 of PepOP'c HEM ___- p STREET FLOW ROADBED WIDTH �E 0 0 DRAW CORD _ __---- _ —�_ wq F\ •�00� a — �a�mI°I I o W X ��(LP - - 'I my �sANureA_ \��PERD LE TYPr--- --- 20"-30' S'WATER _ --- W a ETAIL B 8' MIN 31-40 7 FLOW - r�r.M- ,,Y❑v 41'-50' 9' -- ' O v.aeAc TOP OF CURB 51'-60' 10.5' a POLYPROPYLENE - 'D FILTER FABRIC �nn�.e1P J STREET STRAW WATTLE DETAIL HARDWOOD STAKES a as maie°"n1'tlp:nm9 -, �' o _ 85 DETAIL (BMP SE-9) '-TON A _�' any' SILT FENCE DETAIL (BMP SE-1 ',IT-u S.A, NOTES:`A-°``vl"° =_AN v NOT TO SCALE R-11 witn eetl'ir,ent r=1 Tr-C I. STRAW WATTLES TO BE SECURED WITH STAKES AT EACH END AND FOUR FOOT ON CENTER. �wAG�A)r" 2. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR STREETS WITH GRADES ECONOMY SILT FENCE OR EQUAL -nte.e°vole, OF LESS THAT 1OA' U.BE SPACED PER TABLE BELOW �Ow,l ce V 17- J. SPACE 57RAW WATTLE 150'APART IF ONLY ONE SIDE OF ROADBED IS EXCAVATED AT A LIME �tn,�._un�Ia�. 24" SPACING OF ROWS OF STRAW WATTLES SLOPE OF STREET UNPAVED STREET G a iOx MAX. 2 pO1J5 101 "n0°r_wc na zsx TO Bx 75' � C" ssa to Bx 50' Semm°ni -NT Epmi 5.91E TO 4"[ i P� w°tlmes clotr - -wcp5'a2Fc pp 0 ke N •i J h �,, J.9[OF LESS 100' �l e� 0 MUMIn � lnet i�t R F.L. 00 mo0 / - ,wo rat�EQJ - `-inU"�THIN., � PHC'TECT ON 'hAsc oOOO Oi TU SCA.f 74IOOJ F ME A L c I,N 1 C fiE 0. l "•L 'AdCVL�NALL � BE INS Al`� t N NOTE. I � TYPICAL GRAVELBAG PLACEMENT FOR ALL AREA DRAINS. ALL AREA DRAINS SHALL HAVE GRAVELBAGS 1 BAG HIGH • DURING HOUSE CONSTRUCTION SURROUNDING INLET. �nuw oro = TrP 0 8 AREA DRAIN GRAVELBAG DETAIL (BMP SE-10) 82 SCREENED CATCH BASIN INLET (BM OJ P SE— 83CONCRETE WASTE MANAGEMENT (BMP WM-8) NOT TO SCALE T9 NOT TO SCALE NOT TO SCALE STRAW WATTLES TYPICAL STREET CROSS SECTION NOT TO SCALE , U 2 p �h MARK REVISIONS APPR. DATE THE APPROPRIATECONDITIONS PLANS HAVE BEEN IOF DEVELOPMENTD FOR IANCE AND/ORITH PREPARED BY: SEAL DRAWN BY: GFJss 01/ie THE CITY OF LAKE ELSINORE SHEET 29 3^ - CITY AND STATE LAWS.AND HAVE BEEN FOUND ACCEPTABLE ® HUNSAKER & ASSOCIATES RROFE$$/0 I R V I N E I N C �Ta000N Gq-e DESIGNED BY: Ss 01/18 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, PUNNING • ENGINEERING • SURVEYING y y AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFS" STREET WIDENING PLAN Th_H. 110M CA 92616•PH:(949)583 1010-FX:(949)562-0759 m 4 m i CHECKED BY: DF 01/18 _ AND"BILL BOTH AS PUBLISHED ON CSRN DATA SHEETS, BEING & PAVEMENT REHABILITATION PLAN OF 36 UNDER THE SUPERVISION OF: 1 No.A9r0a m RECOMMENDED BY: N76°00'J4"W(EPOCH 2011,00) SHEETS -E20 DATE C EXP.09-30 RAILROAD CANYON ROADCITY BRAD ENGINEER RCE N 43920 DATE _ �� m SCALE: AS SHOWN CITY OF LAKEELSINORE �� - 9 G(� ''FQFICA�,ea"aP (FROM STA. 59+00.00 TO STA. 80+00.00) FILE He• o; FREIDOUN GRAYLEE, RCE No. 49118 DATE DATE: EROSION CONTROL PLAN � ' PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:41:34 AM FILE: F:\1020\Engineering\DA-Project\Imp-Street\SHT29.dwg SIGN LEGEND: <Z> OSPEED RpgDEX.S/ EX.R3-4 1 1 O MAST LIMITCgNyo' ___-- --- ---- ----- u <> ED 5O Rgl�DpgD 26 EX.RAISED MEDIAN 36"X36" NRN RIGHT n 'NB'PM OMt-3 R3-7(R) R4-7 R2-1(30) E -� --- -- PM'AHEAD" E W3-3 R2-1(50) _ WI-2(R) W1-2(L) W3-3 18"X18" 36'X36" 24X30" 3O"X36" R33 52 E "15 PM _ UM�NE Q - 36"X36" 36"X36" 36"X36" - _ PM"SIGNAL" R4-7 E R3-4 E FT ARKIN TOPPIN ROCK NEXT EX.RAISED MEDIAN 26 ONLY ANY ANY SLIDE p.5 MILES v - R61-36(CA)(MOD) TIME TIME AREA W7-3aP 12 D / w _/� _ _ _ - - _ _ _ _ /\ 12 R26(CA) R26(S)(CA) R26(S)(CA) E �' / *sr - 12"X18" 12"X18" 25 EX.RAISED MEDIAN 36"X36" TYPE N(L PM 25 EX RATS D MEDIAN E R26(S)(CA) 90'38 /' �' "' _ ,- RS W1-2(R) E W7-3op 50'(C TB 1. / �, - ,/ E R2-1(50) �J W7-3aP W3-31S N LY V R4-7 E / IS WI-2(R) OM1-3 30"X36) TYPE IV 12 E R26(S)(CA) PROP.C/ 5� PM E N(L) RS Wt-2(R) EX.RAISED MEDIAN 26 �77�j�OA \ IS WI-2(R) ,� ,r PM E IV(L) 25 EX, RAISED MEDIAN L1 Omi 3 E �!. EX. S/W ��Fy "KEEP"PM TX /' EX. C/G O�O` 'CLEAR'PM 29 !`. •� "FWY"PM .IM, /T6(G)50 /// R3--7(R O ' E 12 Jv _ 9 � i R26(CA; 'ONLY PM 22 TYPE III PM R4-7; OMI E \ N ti+� +�° SIGNING AND SZEIPING GENERAL NOTES•R61-36(CA)(MOD) E Z - TX ,1 1, 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 AND/OR _ XX 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 TYPE IIPM THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATION, WORKS INSPECTOR. EXCEPT AS NOTED OTHERWISE IN THE FOLLOWING SPECIAL PROVISIONS OR CITY STANDARDS. TYPE III PM 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 �� _ 9B'_ 15' _ _tam r T6(C)50' ,g �ti \ NOTED ON APPROVED PLANS. BTHE TWO YELLOW OTH DOUBLE YELLOW ESOFSTRIPING A DOUBLE AND TWO-WAY YELLOW LEFT TURN STRIPING IS SPECIFICATION APPLIES TO TURNLANE TMP• 115' TSIC- TYP. P FE 1 �QQ 3.THERMOPLASTIC FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE, YELLOW, OR THROUGH DIRECTION38 125' AND APPROVED BY THE CITY ENGINEER OR 10, BLACK AS REQUIRED, CONFORMING TO CALIFORNIATATE SPECIFICATIONS AND SHALL BE REVIEWED FOR BLACK STRIPING, REFLECTIVE GLASS BEADS SHALL BE UNIFORMLY INCORPORATED _ LANE OF TRAVEL LIMITLINE O OR DESIGNEE NEE PRIOR TO APPLICATION. 8,EXCEPT TYP.CONCURRENTLY WITH THE APPLICATION OF THE MARKINGS/STRIPING.THE GLASS BEADS SHALL BE. OR CROSS- EMBEDDED IN THE THERMOPLASTIC BEING APPLIED TO A DEPTH OF AT LEAST ONE-HALF THEIR A WALK (C)T6 125' 4.ALL STENCILS USED FOR PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS-APPROVED DIAMETERS. LANE UGH 2'C STUB OUT TX STENCILING STANDARDS. C&G 9.ANY STRIPING OR PAVEMENT MARKINGS NOT SHOWN ON THE APPROVED PLAN, BUT DEEMED II I A 9 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 �. XX 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-51) O ALIGNMENT. MINOR VARIATIONS MAY BE WAIVED BY THE CITY ENGINEER OR DESIGNEE IN THE FIELD. 10. NEWLY APPLIED STRIPING AND PAVEMENT MARKINGS SHALL BE PROTECTED FROM DAMAGE BY PM E IV(L) PUBLIC TRAFFIC OR OTHER CAUSES UNTIL THE THERMOPLASTIC IS THOROUGHLY SET.ANY NEWLY SIGNING AND STR/P/NG 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, E EXISTING SIGN TO REMAIN. SHALL BE REAPPLIED BY THE CONTRACTOR. NOT TO SCALE IS 35 R2-1 INSTALL SIGN AND POST. 11. EXISTING TRAFFIC STRIPING AND PAVEMENT MARKINGS THAT DO NOT CONFORM TO THE APPROVED E INSTALL FIVE((( )) PLAN SHALL BE REMOVED BY WET SANDBLASTING. BLACKOUT OR GRINDING OF EXISTING TRAFFIC RL RELOCATE EXISTING SIGN AND POST. R2fi(CA) / IAI S ON TOP OF RAISED MEDIAN NOSE. STRIPING OR PAVEMENT MARKINGS WILL NOT BE ALLOWED. EXISTING TYPE H YELLOW RETROREFlECTNE MARKER 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 pM INSTALL BITUMINOUS TYPE HOT-MELT ADHESIVE SUITABLE FOR BONDING CERAMIC AND PLASTIC MARKERS TO MINIMUM ADVANCED DETECTOR THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CA-MUTCD STANDARDS. CEMENT,ASPHALTIC CONCRETE,AND CHIP-SEALED ROAD SURFACES. SETBACK FROM LIMIT LINE (MCK Y103 CA sUPPIEPEE 72•T Q Q INSTALL THERMOPLASTIC 12"SOLID WHITE LIMIT OR CROSSWALK UNE PER CA-MLIT'CD STANDARDS. 13.PAVEMENT MARKERS SHALL BE PLACED D A (PING ON ESTABLISHED BY THE APPLICABLE CALTRANS SETBACK SPEED J STRIPING DETAIL NOTED ON THE APPROVED STRIPING PLAN. 6'DIA.- 1'TRIANGLE 100� 28 - / ® REMOVE CONFLICTING STRIPING OR MARKINGS BY WET SANDBLASTING. 14'EXISTING PAVEMENT MARKERS THAT DO NOT CONFORM TO THE APPROVED PLANS SHALL BE 185' 35 INSTALL THERMOPLASTIC 6"SOLID WHITE LANE LINE STRIPE.C=INSTALL TYPE C RED-CLEAR RETROREFLECTIVE MARKERS 0 25'SPACING REMOVED BY THE CONTRACTOR PRIOR TO ANY CAT-TRACKING OR OTHER WORK RELATED TO THE _ ___ _ 28o' 40 . G=INSTALL TYPE G CLEAR RETROREFLECTIVE MARKERS 0 25'SPACING. TRAFFIC STRIPING. - 2836, 46 ® INSTALL THERMOPLASTIC 8'SOLID WHITE LANE LINE STRIPE. 346 50 15. REFLECTIVE BLUE PAVEMENT MARKERS FOR FIRE HYDRANT LOCATIONS SHALL BE INSTALLED PER w5 55 / O INSTALL THERMOPLASTIC 6'WWHITELANE LINE SKIP STRIPE PER CALTRANS STD.PLANS A20A DETAIL 9. CITY STANDARDS 422A, 4228,AND 422C. 475' 50 / / g / 12 INSTALL THERMOPLASTIC 6"WHITE LANE LINE DETECTOR SAWCUT DETAIL SKIP STRIPE PER CALTRANS STD. PLANS A20A DETAIL 12. NOT TO SCALE / 22 INSTALL THERMOPLASTIC 6'DOUBLE YELLOW CENTERLINE STRIPE PER CALTRANS STD.PLANS A20A DETAIL 22 16. ALL SIGNS SHALL USE 3M DIAMOND GRADE III REFLECTIVE SHEETING (ASTM TYPE XI). INSTALL THERMOPLASTIC LEFT EDGE STRIPE ADJACENT TO MEDIAN PER STD.PLANS A20B DETAIL 25. 17. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. APPROVEDeY: _ COUNTYOF RIVERSIDE ���,, /� Dame:1-110, 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 400B. oIR---of PanranoN �'��".`� SAWCUT&PLACEMENT INSTALL THERMOPLASTIC 6'WHITE RIGHT EDGE LINE STRIPE PER CALTRANS STD.PLANS A208 DETAIL 27B. ceoRc>EaratN'rtc_e4z",.ae DETAIL 'MOW FCV. : "S'D DATE REV.V • ^� / 4 19. ALL SIGNS TO BE MOUNTED ON 2-INCH TELESPAR POSTS OR ON EXISTING STREET LIGHTS PER _ - - -- ---I, COO/ 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 N0.1201 AND 409. c® INSTALL THERMOPLASTIC 8'WHITE CHANNEUZING LANE ONE STRIPE PER CALTRAN S STD.PLANS A20D DETAIL 38. - - -- -- - ---- ® INSTALL THERMOPLASTIC 8'WHITE CHANNELIZING LANE LINE STRIPE PER CALTRANS SD.PLANS A20D DETAIL JBA 20.SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE MAINTENANCE _ • 39 INSTALL THERMOPLASTIC 6"WHITE BIKE LANE STRIPE PER CALTRANS STD.PLANS A200 DETAIL 39. YARD. SCALE: 1 40' 39 INSTALL THERMOPLASTIC 6'WHITE BIKE LANE INTERSECTION STRIPE PER CALTIRMS STD,PLANS A20D DETAIL 39A " = O EXISTING SIGNALIZED INTERSECTION Know all t'sbe ore y 20 0 20 40 60 O INSTALL NEW LOOP DETECTOR PER RIVERSIDE COUNTY STD, PLAN 1201 Call before you dig, MARK REVISIONS APPR. DATE THESE PLAS HAVE BEENSREVIEWED OF FOR COMPLIANOPMENT CE WITH THE CITY AND TJW ENGINEERING, INC. SEAL BASIS OF BEARING . STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE Traffic Engineering& Qp0PF5$,,, DRAWN BY: NC 04/24/18 THE BASIS OFBEARING FOR THIS SURVEY THE CALIFORNIA STATE PLANE CITY OF LAKE ELSINORE SHEET 30 Transportation Planning Consultants o COORDINA TE SYSTEM,ZONE 5,NORTHAMERICAN DA TUM 1983,AS `p`� � Fy DESIGNED BY: JS 04/24/18 6 Venture,Suite 225,Irvine,CA 92618 /", c. DETERMWEDLOCALLYBY THELINE BETWEEN CSRN CORS"ECFS"ANTI SIGNING AND STRIPING PLAN t(949)878-3509 f:(949)878.3593 .; T CHECKED BY: TJW oE/27n8 BILL BOTHAS PUBLISHED ONCSRNDATA SHEETS,BEING N76`00'34"W wwwAiwenglneering.com * W.69W467 * RECOMMENDED BY: (EPOCH2O11,00) RAILROAD CANYON ROAD OF S36 BRAD FAGRENGINELL,ER RCE No. 20 DATE SCALE: 1^=40 (FROM STA. 06+00 TO STA. 16+00) FILE No. HEETE CITY ENGINEER �i /i / / CIV1_ / �X q ''e Fap - - CITY OF LAKE ELSINORE ihoMAS JOsePF w-,EA- R.C.-.No..69461 ` � /� "Ln`'c� DATE: 04/24/18 xp.6 S 20 1 PLOTTED BY:John Stallworth DATE:Aug.24,2018 01:40:08 PM FILE:CAUsems John\Downloads\HAI18008 Railroad Canyon SS D.dwg W1-2(L)IS W13-1(35) X.S/W EX.C/G R81(CA) W! 12 IRS R8IB(CA) ROP.S/W g� RE R2-4(CA)(30) PROP.C/G ,-- _-__N W1-2L 25 EX. RASED MEDIAN 12 / -------- _ W13_935) ----1-'— 119 20 21 22 _ - - - - _ 27 I ----�— — _ 23 _ 24 — 26 ----- --------- _____ 12 PROP.C/ EX.RAISED MEDIAN 25 EX.RAISED MEDIAN 26 / 12 W1-2(L)IS PROP.C/G RAILROAD CANYON ROAD 1 E SIGNING AND STRIPING GENERAL NOTES. R5-11 1. SEE SHEEP 30 FOR GENERAL NOTES. \ ``\ 12 EX. S/W EX:C/G OM-311 RS -- - 25 EX. RAISED MEDIAN EX.RAISED MEDIAN 25 � PROP.S/W 12 PROP.C/O 31 _ 33 _ - _ � \ 34 2 S 36 12 W1-2(R) IRS W13-1(45) PROP.C/ -- - -M - - - - -----W1-2(R)IS SIGNING AND STRIPING CONSTRUCTION NOTES: EX.RAISED MEDIAN 26 '-—-_____ -____ -- 12 E EXISTING SIGN TO REMAIN. IS INSTAL SIGN AND POST. M INSTAL FIVE(5)TYPE H YELLOW RETROREFLECTNE MARKERS ON TOP OF RAISED MEDIAN NOSE. RAILROAD CANYON ROAD ® RELOCATE EXISTING SIGN AND POST. ® REMOVE AND SALVAGE EXISTING SIGN AND POST TO CITY YARD. PM INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CA-MUTCD STANDARDS. Q INSTALL THERMOPLASTIC 12"SOLD WHITE LIMN OR CROSSWALK LINE PER CA-MUTCD STANDARDS. ® REMOVE CONFLICTING STRIPING OR MARKINGS By WET SANDBLASTING. OINSTALL THERMOPLASTIC 6"SOLD WHITE LANE UNE STRIPE C=INSTAL TYPE C RED-CLEAR RETROREFLECTNE MARKERS 0 25'SPACING. G=INSTALL TYPE G CLEAR RETROREFLECTNE 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. O INSTALL THERMOPLASTIC 6"DOUBLE YELLOW CENTERUNE STRIPE PER CALTRANS STD.PLANS A20A DETAIL 22 INSTAL THERMOPUSDC 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. AUIHORIhD ®7 INSwN_THERMOPLASTIC 6"WHITE RIGHT EDGE UNE STRIPE PER CALTRANS SID.PLANS A20B DETAIL 27B. END [31fl5 3 O VEHIIXf$ 29 INSTAL THERMOPLASTIC 6"DOUBLE YELLOW MEDIAN STRIPE PER CALTRANS STD.PLANS A208 DETAIL 29. R3-4 \�^\I\\I BIKE LANE R81B(CA) 36"X36" I-I R81(CA) 8•X5" W13-1(35) AHEAD �Ey 38 INSTAL THERMOPLASTIC 8"WHITE CHANNELIZING LANE LINE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 38. 8' 12"X8" 18"X1 R2-4(CA) R5-11 3 INSTALL THERMOPLASTIC B"WHITE CHANNELIZING LANE LINE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 38A Wi-2(R) W1-2(L) 24"X30" OM-3R 39 INSTALL THERMOPLASTIC 6"WHITE BIKE LANE STRIPE PER CALTRANS SR1.PLANS A200 DETAIL 39. 0 36"X36" 36"X36" 12"X36" g INSTALL THERMOPLASTIC 6'WHITE BIKE LANE INTERSECTION STRIPE PER CALTRANS SwD.PLANS A20D DETAIL 39A OS EXISTING SIGNALIZED INTERSECTION 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: CITY OF LAKE ELSINORE SHEET 31 Transportation Planning C APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND DRAWN BY: NC 04/24/18 THE BASIS OFBEARING FOR THIS SURVEY THE CALIFORNIA STATE PLANE STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE Traffic EngineeringnC 8onsultants tpp:Essrph4( Q�c �. DESIGNED BY: JS 04/24/18 COORDINATE SYSTEM ZONES,NORTHAMERICANOATUM 1983,AS 6 Venture,Suite 225,Irvine,CA 92618 h JO '�y yC CHECKED BY' TJW 08/z7ng DETERMINED LOCALLYBY THE LINEBETWEEN CSRN CORS"ECFS"AND SIGNING AND STRIPING PLAN 36 t:(949)878-3509 f:(949)878-3593 I!� s m "BILL"BOTH AS PUBLISHED ON CSRN DATA SHEETS,BEING N76°00134"W w Ajwengineering.com No,69467 a RECOMMENDED BY. (EPOCH2O11.00) RAILROAD CANYON ROAD OF SHEETS IA ` �P 6 /300 * (FROM STA. 16+00 TO STA. 40+00) FILE No FAGRELL,RCE N .43920 DATE ^ SCALE: t"=40' CITY ENGINEER J �-( \� 1n� CITY OF LAKE ELSINORE irONnsLJ05ePr w�ta- -.No.s94s7 cxP s 30 L- DATE: N124/19 PLOTTED BY:John Stallworth DATE.Aug.24,2018 01:42:10 PM FILE:CAUsers\John\Downloads\HAI18008 Railroad Canyon SS D.dwg SIGN LEGEND: R ED0 E �W 11 D VEHIgFSD 4 X1 3 5 RAILROAD CANYON ROAD® ® CHURCHMPH MPH EX. RAISED MEDIAN 26 ROAD R2-1(50) ONLY W13-1(45) W13-1(35) 50'(G)TB 75, '2' 16, 30"X36" W1-7 OM7-3 R4-7 OM2-2V R3-4 19 48"X24' 24"X30" 6"X12" 36"X36" R5-11 18"X18" 18"X18" —--—-____ 36'X36' EX.S/W - _ T6(C)50' -NU-TURN ARROW W3-3 IS ,_" - - - - - - - 38 100' TX PM U-TURN ARROW 12 29 12 57 EX.RAISED MEDIAN 25 / u E 134-7 S W1-2(R) W1-2(L) - \ 36"X36" 36"X36' / w = R4-7 E TYPE II PM 400'38 TX y W1-2(R IS / / / / - / - ___ PM E IV(L) TYPE IIPATI6 W1-7 E / OM1-36 12 / - 50'(G T6 'AHEAD'P • / SIGNAL SEE P SHEEP 36 FOR SIGNAL PUW PROP.C/G \' \ " W3-3IS 12 \ �-�• / / /-'//' EX.RAISED MEDIAN 25 PROPP..C/G R2-7(50) E / 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. /' 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. �/ PM INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CA-MUTCD STANDARDS. Y / a INSTALL THERMOPLASTIC 12"SOLD WHITE uMR OR CROSSWALK UNE PER CA-MUTCD STANDARDS. INSTALL NEW PUSHING BEACON XX REMOVE CONFLICTING STRIPING OR MARKINGS BY WET SANDBLASTING. $ SEE SHEET 36 FOR DETAILS TB INSTALL THERMOPLASTIC 6'SOLD WHITE LANE LINE STRIPE.C=INSTALL TYPE C RED-CLEAR RETROREFLECTIVE MARKERS 0 25'SPACING. REMOVE FLASHING BEACON G-INSTALL TYPE G CLEAR RETROREFLECTIVE MARKERS 0 25'SPACING. O INSTALL THERMOPLASTIC 8'SOUD WHITE LANE LINE STRIPE. 12 INSTALL THERMOPLASTIC 6"WHITE LANE LINE SKIP STRIPE PER CALTRANS STD. PLANS A20A DETAIL 12. 2p 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. 28 INSTALL LEFT EDGE RPM'S ADJACENT TO MEDIAN GUTTER PER STD.PLANS A209 DETAIL 26. ®7 INSTALL THERMOPLASTIC 6'WHITE RIGHT EDGE LINE STRIPE PER CALTRANS STD.PLANS A20B DETAIL 27B. PM is PROP.°/° S w3-3— RA/L/Qpgp CANYON ROAD 29 INSTALL THERMOPLASTIC 6'DOUBLE YELLOW MEDIAN STRIPE PER CALTRANS STD.PLANS A208 DETAIL 29. PROP.S/W ___ __— PM SIGNAL' 12 —EX.R7'tY--—- — —__ 38 INSTALL THERMOPLASTIC 8'WHITE CHANNEI.IZING LANE LINE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 38. ® INSTALL THERMOPLASTIC 8'WHITE CHANNEUZING LANE LINE STRIPE PER CALTRANS STD.PLANS A200 DETAIL 38A. REMOVE FLASHING BEACON 3g INSTALL THERMOPLASTIC 6'WHITE BIKE LANE STRIPE PER CALTRANS STD.PUNS A20D DETAIL 39. INSTALL NEW FLASHING BEACON SEE SHEET 36 FOR DETAILS INSTALL THERMOPLASTIC 6'MITE BIKE LANE INTERSECTION STRIPE PER CALTRANS STD. PLANS A20D DETAIL 39A. _ __...._ 54`= - - 56 - —-- -- __ IS W13Z1L�45) W1_2(L O$ EXISTING SIGNALIZED INTERSECTION c _ — 57 - _ IRS W73-1�45) w — - - _ —58 - N ^ PROP.C/G 59 - n 12 PROP.S/W M W3-3IS 12 PROP.C/G - _ 63 _ - EX. RAISED MEDIAN 25 - __ _ _ a - � 64 - R2-1(50)RL 12 -M PROP.C/G� O� 41 lv e m- SCALE: 1" = 40' Know what's below. Call before you dig. 20 0 20 40 60 MARK REVISIONS APPR. DATE THESEAPPR PLANS HAVE BEEN CONDITIONS OF DEVELOPMENT COMPLIANCE WITH THE TJW ENGINEERING, INC. SEAL DRAWN BY. NC 0412an8 BASIS OF BEARING Traffic Engineering8 THE BASIS OFBEARING FOR THIS SURVEY THE CALIFORNIA STATE PLANE CITY OF LAKE ELSINORE SHEET 32 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE eFOEESS,dM14 Transportation Planning Consultants Quo DESIGNED BY. JS oa22ang COORDINATE SYSTEM,ZONE 5,NORTHAMERICAN DATUM 7983,AS 6 Venture,Suite 225,Irvine,CA 92618 5� �osE�y* �\ DETERMINED LOCALLYBY THELINEBETWEEN CSRN CORS"ECFS"AND SIGNING AND STRIPING PLAN 36 1'.(949)878-3509 f(949)878-3593 �? 1 CHECKED BY: TJW 0827n8 "BILL",BOTHAS PUBLISHED ONCSRNDATA SHEETS,BEING N76'00'34"W "/•gyp WJJw.tiwenglneering,com No.8A67 'I RECOMMENDED BY: (EPOCH2O11.00) RAILROAD CANYON ROAD OF SHEETS b O * Exp.V3020 - FROM STA. 40+00 TO STA. 66+00 FILE No. BRAD FAGEER RCE No. 920 DATE s CIV I� ( . . ),:/ SCALE. r=a0' • CITY ENGINEER 4 \� CITY OF L iI-OMAS J05�Pr VV-r.A H C. %,, e8as1 Lx.P 6 0 DATE 04/24/18 20 O /F OF LAL FdQ AKE ELSINORE : PLOTTED BY:John StalMrorth DATE:Aug.24,2018 01:42:50 PM FILE:CAUsersUohn\Downloads\HAI18008 Railroad Canyon SS D.dwg PROP. C/G PROP.S/W -—- - R2-1(50) E 12 6 RAILROAD CANYON ROAD EX. RAISED MEDIAN 25 \ � ` PROP,C/G _ PROP.S/W R3-4 __— - R5-11 E 68 74 69 73 71 a 72 - _ - _ � - u - � _ —--__ —EX.-R-/W- ---� 12 PROP. C/G ------ ------------------------ SIGN LEGEND: EX. RAISED MEDIAN 26 PROP, C/G BEgN AUTHORIZED SPEED PofiIT 11�N lWllE Rs 11 E /T? S VEHICLES LIMIT O nBD DAILY 5 0 R3-4 IKE R4-4 36'X36" R5-11 R8-3a R81(CA) R2-1(50) 30"X30" 12"X8" 30"X36' TASSEL WA Y PM TYPE N(R) W3-3 fi PM U-TURN ARROW 36"X36" 14' ip•h 24' NO U TURN/ R81 CA) IE R3- R) PM'LANE" R73-2(CA) R73-3(CA) EX.S/W EX. RAISED MEDIAN 25 PM U-TURN ARROW J8 25 0' ARROW 36'X36" 36'X36" EX..C/G 50'(G TS TB(C)50' PM E IV(R) 39 PM TYPE N 12 __—-- --—-€X'-R{l'�-—--—--—-- -- �b 38 00' (R) W3-31S --F ----- ------- -- _ IS R3-7(R) 12 R4-7 m TX I E OM1-3 ",w - - ._ _ R4-7 TX u — 1 4_ = E OMi- 86 IM 0 475'TO - - - --+-- n IM S 22 88 Ar w — — _ _ _ R4-7 _ rr R73-21S IRS - - - - - _ -- R8-3c -—- SIGNAL PM W3-3 E R81(CA) E EX. 5/W TYPE N(L)PM ip TYPE IV(L)PM 260'38 50'(C TB R88A�C4�RCA IS X 50'(G T6 , rS� 'BIKE' 39 R81(CA) E 12 . •A++�•P RAILROAD CANYON ROAD "(`'PM ARROW PM EX RAISED MEDIAN 25 ADJUST VIDEO DETECTION ZONES TO SIGNING AND STRIPING CONSTRUCTION NOTES• MATCH STRIPING LANE CONFIGURATION. E EXISTING SIGN TO REMAIN. ADJUSTMENT SHALL BE PERFORMED BY QUALIFIED TECHNICI,N. IS INSTALL.SIGN AND POST. IM INSTALL FIVE(5)TYPE H YELLOW RETROREFLECTIVE MARKERS ON TOP OF RAISED MEDIAN NOSE. TES• ® RELOCATE EXISTING SIGN AND POST. SIGNING AND STRIPING GENERAL NO ® 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. 0 INSTALL THERMOPLASTIC 12'SOLID WHITE UNIT OR CROSSWALK UNE PER CA-MUTCD STANDARDS, XX REMOVE CONFLICTING STRIPING OR MARKINGS BY WET SANDBLASTING. OINSTALL THERMOPLASTIC 6'SOLID WHITE LANE UNE STRIPE.C=INSTALL TYPE C RED-CLEAR RETROREFLECTIVE 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 UNE UNE SKIP STRIPE PER CALTRANS STD.PLANS A20A DETAIL 12. O INSTALL THERMOPLASTIC 6"DOUBLE YELLOW CENTERLINE STRIPE PER CALTRANS STD.PLANS A20A DETAIL 22 O INSTALL THERMOPLASTIC LEFT EDGE STRIPE ADJACENT TO MEDIAN PER STD.PLANS A20B DETAIL 25. 26 INSTAL LEFT EDGE RPM'S ADJACENT TO MEDIAN GLITTER PER STD.PUNS A20B DETAIL 26. ®7 INSTALL THERMOPLASTIC 6"WHITE RIGHT EDGE LINE STRIPE PER CALTRANS STD.PLANS A20B DETAIL 27B. ® INSTALL THERMOPLASTIC 6"DOUBLE YELLOW MEDIAN STRIPE PER CALTRANS STD.PLANS A20B DETAIL 29. O INSTALL THERMOPLASTIC 8"WHITE CHANNEUZING LANE UNE STRIPE PER CALTRANS STD.PUNS A20D DETAIL 38. � INSTALL THERMOPLASTIC 8"WHITE CHANNEUZING UNE UNE STRIPE PER CALTRANS STD.PUNS A20D DETAIL 38A • 39 INSTALL THERMOPLASTIC 6"WHITE BIKE LANE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 39. INSTALL THERMOPLASTIC 6"WHDE BIKE LANE INTERSECTION STRIPE PER CAI-TRANS STD.PLANS A20D DETAIL 39A. Know what's brew. OS Call before you dig EXISTING SIGNALIZED INTERSECTION . OINSTALL NEW LOOP DETECTOR PER RIVERSIDE COUNTY STD.PLAN 1201 (SEE SHEET 30) 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 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE Traffic Engineering& ppDIESSIp DRAWN BY: NC 04/24/18 THE BASIS OFBFARING FOR THIS SURVEY THE CALIFORNIA STATE PLANE CITY OF LAKE ELSIN( Transportation Planning Consultants Pao 44,E DESIGNED BY: JS O4Y14/18 COORDINATESYSTEM,ZONE 5,NORTHAMERICANDA TUlf 1983,AS 6 Venture,Suite 225,Irvine,CA 92618 h mp//$ �c DETERMINED LOCALLY BY THE UNEBETWEEN CSRN CORS"ECFS"AND t:(94www.lj engin(94g.conn3593 b� m CHECKED BY: TJW 08/27/18 BILL",BOTHAS PUBLISHED ON CSRN DATA SHEETS,BEING N76'00'34"W SIGNING AND STRIPING I / www.tjwengineeri0g.com No 69467 n RECOMMENDED BY: (EPOCH2O11.00) RAILROAD CANYON BRAD FAGRELL,RCE o 43920 DATE * ETA'6/3020 + CITY ENGINEER CIVIC SCALE: r=40' (FROM STA. 66+00 TO STA. 9 CITY OF LAKE ELSINORE / /�-Ytip- G/ (,� �qre of UA�.,,gP --- - - IhOMAS JOStPF W-FA R.C:-.No.69467 xp.fi 30 2U DATE: 04/24/18 PLOTTED BY:John Stallworth DATE:Aug.24,2018 01:43:22 PM FILE:CAUsen:Wohn0ownload SIGN LEGEND: PM'AHFAD' E W3-3 PM*SIGNAL" 39 BEGIN <a> RIGHT EX.C/G Rm I LANE MUST VEHI(�ES Ex. S/W nEms 50 ENDS TURNRICHr p�(y U`4751j" N _ R4-4 R2-1(50) R4-7 a RB-3a R7-9 R3-7(R) OM1-3 R5-11 R3-4 30"X36" 24'X30" 30'X30" 12"X18" 36"X36" 36'X36" �' ` 12 W3-3 W4-2(R) W9-1 18'X18" I ` = 39 RA/LRp 36"X36" 36X36" 36"X36' - _ � / _ AD CgNypN_ - _ Ill IS 39 � ~` pqD EX. RAISED MEDIAN 25 _ z 12 W3-3 IS -_ ` - - E R8-30 IRS W4-2(R) _ E R4-7 E R3-4 96 EX.C/G EX. 12 EX. RAISED MEDIAN 25 '- t2 _ R2-1(50) E EX, RAISED MEDIAN 26 __ - - - -�W3-3 E "SIGNAL"PM 'AHEAD'PM R3-4 R5-11 1S 12 — TYP. 1 IM 29 R3-4IS 39 R5-11 SIGNING AND STRIPING GENERAL NOTES.- IM 1. SEE SHEET 30 FOR GENERAL NOTES, SIGNING AND STRIPING CONSTRUCTION NOTES.• E EXISTING SIGN TO REMAIN. IS INSTALL SIGN AND POST. IM INSTALL FIVE(5)TYPE H YELLOW REfROREFLECTIVE MARKERS ON TOP OF RAISED MEDIAN NOSE. RL RELOCATE EXISTING SIGN AND POST. ® REMOVE AND SALVAGE EXISTING SIGN AND POST TO CITY YARD. PM INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CA-MLJTCD STANDARDS. 7 INSTALL THERMOPLASNC 12"SOUD WHITE UMIT OR CROSSWALK LINE PER CA-MLITCD STANDARDS. REMOVE CONFLICTING STRIPING OR MARKINGS BY WET SANDBLASTING. INSTALL THERMOPLASTIC I SOUD WHITE A T6 G NSTALL TYPE G CLEAR REfROREFLECTNEEMARKERRS T0E25'SPACING E C RED-CLEAR REIROREFl.ECIIVE MARKERS 0 25'SPACING. 39 oko O INSTALL THERMOPLASTIC 8"SOUD WHITE LANE UNE STRIPE. 12 4/��L 12 INSTALL THERMOPLASTIC 6"WHITE LANE LINE SKIP STRIPE PER CALTRANS STO.PLANS A20A DETAIL 12. " / O INSTALL THERMOPLASTIC 6'DOUBLE YELLOW CENTERUNE STRIPE PER CALTRANS STD.PLANS A20A DETAIL 22 INSTALL THERMOPLASTIC LEFT EDGE STRIPE ADJACENT TO MEDIAN PER STD. PLANS A20B DETAIL 25. EX.S/W �26 INSTALL LEFT EDGE RPM'S ADJACENT TO MEDIAN GUTTER PER STD.PLANS A20B DETAIL 26. EX. C/G INSTALL THERMOPLASTIC 6'WHITE RIGHT EDGE UNE STRIPE PER CALTRANS STD.PLANS A209 DETAIL 27B. \ \ 2g INSTALL THERMOPLASTIC 6"DOUBLE YELLOW MEDIAN STRIPE PER CALTRANS STD.PLANS A20B DETAIL 29. ® INSTALL THERMOPLASTIC 8'WHITE CHANNEUZING UNE LINE STRIPE PER CALTPoWS STD.PLANS A20D DETAIL 38. EX.RAISED MEDIAN 25 RSIII IS RBI(CA) ® INSTALL THERMOPLASTIC 8'WHITE CHANNEUZING LANE UNE STRIPE PER CALTRANS STD.PLANS A200 DETAIL 38A \ P 'BIKE"" W£ST/�/OGE WA y 39 INSTALL THERMOPLASTIC 6"WHITE BIKE LANE STRIPE PER CALTRANS STD.PLANS A20D DETAIL 39. 39 \ H T6(G c19 ppARROW 12, 12' 1?' 71, I INSTALL THERMOPLASTIC 6'WHITE BIKE UNE INTERSECTION STRIPE PER CALTRANS STD.PLANS A20D DETAIL 39A. w \ y PM TYPE IV(R) O EXISTING LISTING 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'IANE"\ \ - \ PM TYPE IV(L) 38 330' PM TYPE IV(L) ARROW ISR4-4 PM IGNAL' ``\ 38 300' PM TYPE II EX. S/W E W3-3 39 12 10' E R3-7(R) 39 12 EX.C/G PM AHEAD" E R2-1(50 EX,C G ^ \ R4-7 TX EX,S/W � `o \ E OM1-3 TYPE IV(L P \- IM ` 10 —UNIT C�E S IIA — 8 - Y 300 38 \ 134-7 -F— "- 39 R7-9 EO TX OM1-3 E - 50'(C T6 TYPE IV(L PM � L0„ ADJUST VIDEO DETECTION ZONES TO R7-9 E MATCH STRIPING LANE CONFIGURATION. "BIKE" -- _ _____ 0 • ADJUSTMENT SHALL BE PERFORMED BY UNE PM -- - QUALIFIED TECHNICIAN. ARROW R81(CA)IS —--—--— -—- -- --—--—_- W3-3 IS EX, RAISED MEDIAN 25 50'(G T6 39 EX.RAISED MEDIAN 26 PM TYPE IV(L) 12 Know what's below. SCALE: 1° = 40' Call before you dig. 20 0 20 40 60 MARK REVISIONS APPR. DATE APPROPRIATE AVE BEENSEVIEWE FOR COTAND OR CWITH THE TJW ENGINEERING. INC. SEAL BASIS OF BEARING STATEPRIATE LAWS DHAVEBEEOFDEVELOPMENT EVELOOUND MENTALE Traffic Engineering& pµcrESsip, DRAWN BY: NC 04/24/18 THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE PLANE CITY OF LAKE ELSINORE SHEET 34 Transportation Planning Consultants o aq� i F DESIGNED BY: JS O4/24/18 COORDINATE SYSTEM,ZONES,NORTHAMERICAN DATUM 1983,A5 6 Venture,Suite 225,Irvine,CA 92618 , lyy ys DETERMINED LOCALLYBY THE LINE BETWEENCSRNCORS"ECFS"AND SIGNING AND STRIPING PLAN OF 36 t(949)878-3509 f',(949)878-3593 g cy" .m CHECKED BY: TJW 08/27/18 "BILL",BOTHASPUBLISHED ON CSRNDATA SHEETS,BEING N76'00'34"W /,/8 1wiw.tjwengineering.com No.69467 n RECOMMENDED BY: (EPOCH2O11.00) RAILROAD CANYON ROAD SHEETS O O * EXp.6/Dn BRAD E INo. 920 DATE �, SCALE: 1°=40' CITY ENGINEER (FROM STA. 91+00 TO STA. 114+00) FILE No. � "9r- c).� � qr DIVI� �,Q CITY OF LAKE ELSINORE IhOMAS JOscpb W,IA: R.C.-.N. 69467 X 30 0 For ca_'Q� DATE: 0024/18 \�� - -- o.sJOz PLOTTED BY:John Stallworth DATE:Aug.24,2018 01:43:54 PM FILE:CAUsers\JohnlDownloadslHA118008 Railroad Canyon SS O.dwg 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. FIRM] INSTALL FIVE(5)TYPE H YELLOW RETROREFLECTNE 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. [TX INSTALL THERMOPLASTIC 12'SOLID WHITE LIMIT OR CROSSWALK LINE PER CA-MUTCD STANDARDS. ® REMOVE CONFLICTING STRIPING OR MARKINGS BY WET SANDBLASTING. 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 RETROREFLECTNE 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. O INSTALL THERMOPLASTIC 6'DOUBLE YELLOW CENIERUNE 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 A208 DETAIL 26. ®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. O INSTALL THERMOPLASTIC 8'WHITE CHANNELIZING LANE LINE STRIPE PER CALTRANS SID. 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. INSTALL THERMOPLASTIC 6'WHITE BIKE LANE INTERSECTION STRIPE PER CALTRANS STD.PLANS A20D DETAIL 39A. OS EXISTING SIGNALIZED INTERSECTION OINSTALL NEW LOOP DETECTOR PER RIVERSIDE COUNTY STD.PLAN 1201 (SEE SHEET 30) •BIKE• 'BIKE' 13' 13' 8' 13' 13' 'LANE'PM R 1_I PM"LANE' ARROW R8-3c ARROW R3-5R E EX. Q 38 250 E R81(CA) 39 R4-7 E 'BIKE' -- - 39 R26(CA) E TYPE NR PM TYPE N(R) IS I IS W4-1(R) OM1-3 "LANE*PM t'� PM TYPE N(R) _ () EX.S/W ARROW M' PM TYPE M EX, S/W TYPE V1 PM - 39. IS R3-7(R) 12 39 EX.C/G E BUS PLAQUE 50'(G T6 TYPE VI PM EX. C/ -------- - - - TX E R61-36(CA MOD N IM R3-4 if '— 12 - - R4-7 - 124 - ' OMi-3 E 'o TYPE N(L)PM ;O O 40 - - - - - - 0 TX N 0 Tx N - g ^' TX - - - -—-- -- -- 50'(C)T6 W74(CA) —--—- —-- - P 'SIGNAL• - -- --—--—-- W3-3 S PM"AHEAD' IS R4-4 3-7(R) E - --—-- 12 - 430'38 TRAFFlC" TYPE N(L)PM 270'3B Win( EX.C/G 39 12 39 R14-1 E fX. RAISED MEDIAN 25 39 PETRAFF"R P TYPE N(R)P EX.5/W R6-1(R) E TYPE N(R)PM RAILROAD CANYON ROAD 'BIK1ANEE TYPE N(L)PM TYPE OW PM � I i 8'11' 12' 20' 10' 12' 1 5 CANYON HILLS ROAD SIGN LEGEND: RIGHT LANE THRU BEGIN [RMIN FS a ST rRAFFIcTRUCKTAIE STEP IKELANE ONLY�� ® TURNURIGHT ROUTE R® MERGE ROUTETn �s R1-1 ONLY R8-3o R81(CA) R26(CA) R3-4 R14-1 54'X1B' LEFT R14-1 12"X18" 36"X36' R3-5 R 30"X30" 12"X8' R4-7 OM1-3 R61-36(CA)(MOD) 36X36' R3-7(R) 24'X18' 24'X18• R4-4 ( ) 24'X30" 18'X18" 36"X36" 30'X36" W4-1(R) W74(CA) 36"X36" 48"X48' �) 0 '3 Know what's below. SCALE: 1" = 40' 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 DRAWN BY NG= _04/24/18 CITY OF LAKE E LS I N O R E SHEET 3 5 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE Traffic Engineering 8 t,orescr04fi _ _ _ THE BASIS OFBEARING FOR THIS SURVEY THE CALIFORNIA STATE PLANE Transportation Planning Consultants Q �F DESIGNED BY: JS 04/24/18 COORDINATESYSTEM,ZONES,NORTHAMERICAN DATUM 1983,AS 6 Venturt(949)878-3509f(949) 78 92618 .;`° �g5� ly �� CHECKED BY DETERMINED LOCALLY BY THE LINEBETWEEN CSRNCORS ECFS"AND SIGNING AND STRIPING PLAN 36 t(949 8-3eogioee ng com3593 e Ay s9n8/ RECOMMeNDEO BY 7JW OB/27n8 IEPoCHTO AS UBLISHED ON CSRNDATA SHEETS,BEINGN76-00'34"W OF Laps/ 20 RAILROAD CANYON ROAD SHEETS BRAD FAGRENGINELL,ER RCE No. 3920 DATE �> CIVIC SCALE: r=40• (FROM STA. 114+00 TO STA. 125+00) FILE No. CITY ENGINEER / �,�/ IA sqf V` o`v CITY OF LAKE ELSINORE - C �p�• DATE 0424/18 -- _ '�OMAS J05�F W»EA' R.C.-.N0.69467 E p.6/30/20 - PLOTTED BY:John Stallworth DATE:Aug.24,2018 01:44:23 PM FILE.QWsers\John\Downloads\HAI18OO8 Railroad Canyon SS D,dwg POLE AND EQUIPMENT SCHEDULE- SIGN LEGEND: CONSTRUCTION NOTES- CONDUCTOR SCHEDULE STANDARDS VEH.SIGNAL MTG. PED.SIG. P.P.B. POLE ROC. H.P.S.V. ❑1 EXISTING ECONOUTE TS2 TYPE ASC/25-2100 CONTROLLER HOUSED IN AWG SIZE CONDUIT RUN NUMBER o AN ALUMINUM TYPE"P" CABINET TO REMAIN. INSTALL VIDEO DETECTION (N (E) (-; (E) (E) (E) REPRO REFLECTIVE STREET OR POLE OR CIRCUIT SIGNAL LUMIN. NAME SIGN(RSNS) COMMENTS RACK, HARDWARE, SOFTWARE,AND ALL REQUIRED EQUIPMENT INTO CABLE TYPE 0 0 CABINET PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR SHALL ,- c.+ a TYPE HEIGHT MA MA MAST ARM POLE MTG. 0 QUAD A B LUMINATtE 15TS 30' - 15' - SV-2-iB - I (E) 250W - - 0 R3-4 ONLY F51 MODIFY CONTROLLER TO ACHIEVE INTENDED OPERATION PER PLAN. 01 3 3 3 3 3 3 E R9-3a ❑2 EXISTING TYPE III-BF 120V/240V 100 AMP METER SERVICE EQUIPMENT 02 3 3 3 3 3 3 F (E) Y. 1-A 10' - - - TV-2-T S!=-I-r (E) - - - R3-Bu ENCLOSURE W/PHOTOELECTRIC UNIT TO REMAIN. EXISTING BREAKERS 04 3 3 3 - - 3 F (E) 3 26-4-129 30' 40' 15' 2-MAS SV-2-13 INCLUDE: a - (E) 250W Church Rd - (1) 100A(MAIN) 05 - 3 ., (E) '.4 19-4-129 30' 25' 15' MAS SV-3-TB - (E) 250W Railroad Canyon Rd - (1) 50A(METERED SIGNALS) #14 06 - - 3 3 3 3 F (E) ,5, 26-4-129 30' 45' 15' 2-MAS SV-1-T SF- (1) 40A(UNMETERED LIGHTING) 06P - - 2 2 2 2 4 SV-1-T17' (E) 25OW Church Rd (1) 15A(METERED IISNS) 06 PPB - - - - 2 2 _ _ (E) _ _ 3❑ INSTALL 12" LED FLASHING BEACON WITH SIGNAL INDICATION, STANDARD PPB COMMON 1 1 1 1 1 1 (E) '6- PPB POST 4'-7" - - - - - VISOR, 5"X 5"BACKPLATE, AND ALL HARDWARE TO MAKE FLASHING BEACON (N) 7' 18-2-100 30' 30' - 2-MAT - - 10' _ _ =12 FLASHING BVIM'W3-3 SYSTEM OPERABLE ON SIGNAL MAST ARM. SPARES 3 3 3 3 3 3(N) 8i 18-2-100 30' 30' - 2-MAT - 6' - - F=12 R16FIING BFAM'.111T-3 Rol ® FURNISH AND INSTALL MAST ARM MOUNTED SIGN PER CALTRANS STANDARD TOTAL 13 16 21 15 17 20 a' PLAN ES-7N, DETAIL U. SIGNAL COMMON t t 1 1 1 1❑=EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER;POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES (N)=NEW(E)=EXISTING(RL)=RELOCATE(RS)=REMOVE AND SALVAGE ❑5 FURNISH AND INSTALL ITERIS VANTAGE EDGE 2 VIDEO DETECTION SYSTEM WITH RZ4 CAMERAS ON SIGNAL MAST ARM PER COUNTY OF RIVERSIDE #10 LUMINAIRE 2 2 2 2 2 2 - EXISTING PHASE DIAGRAM N C STANDARD 1204 AND MANUFACTURER'S SPECIFICATIONS. INSTALL RACK FLASHER 2 2 4 - - - - EX. DETAIL 'A MOUNTED HARDWARE IN CABINET AS REQUIRED. CAMERA SHALL BE PROGRAMMED BY THE VIDEO DETECTION CAMERA REPRESENTATIVE. INSTALL TOTAL 5 5 7 3 3 ITERIS EDGECONNECT MODULES FOR FUTURE CONNECTIVITY. 02 - - 01 02 03 04 BE 6 IX. 2"C W/ (2)#10 LIGHTING, (2)#10 FLASHING BEACON, 1 DLC W E ❑ O #6 GROUND. (TYPE„Ell 06 71 1 O RED - I ❑7 IX. 2"C W/ (2)#6 SIGNAL SERVICE. TOTAL 1 1 2 - - - 2 .f//�y ' © EX. 3"C W/ (2)#6 SIGNAL AND SERVICE CONDUCTORS TO SERVICE POINT EVP CABLE 1 2 2 1 1 1 3 YELLOW 12' 16, PP#4463579E. CONTRACTOR SHALL CONTACT SCE PRIOR TO MAKING $ 15 MODIFICATIONS TO SIGNAL VIDEO DETECTION CABLE(POWER+COAX) 1 2 2 1 1 1 3 12" 05 06 07 08 UADRANT DETAIL 417E CONDUIT SIZE 3" 3" 3" 2" ZS"25"2-3" ® ABANDON,IF APPUED TO CONDUIT,REMOVE CONDUCTORS. O GREEN* -OoF-► PEDESTRIAN EQUESTRIAN lYP• O X FILL 10 15,17 19 14 16 12 PUSH BUTT N LOCATION ® BREAK EXISTING CONDUIT.INSTALL PULLBOX. (TOP VIEW) rj 04 17'HIGH MOUNT INSTALL NEW CONDUIT INTO EXISTING PULLBOX. (E)=EXISTING; (N)=NEW = DENOTES NEW CABLE O GREEN* O 11 7 1 ® CONNECT NEW CONDUIT TO EXISTING CONDUIT. NOTE: CONTRACTOR SHALL MOP, BRUSH,AND BLOW EXISTING 4 _ CONDUITS PRIOR TO THE INSTALLATION OF CABLE. EX. RAISED MEDIAN EX. 9T HIGH MOUNT O 7 ® EQUIPMENT OR MATERIAL TO BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. *GREEN INDICATIONS EX-S/W 50 3 2 2"C:(N)(1)DLC, ARE SIMULTANEOUS RD EX.C/_ _ - - - - — - _ (2)#10 FLASHER EX.S/W 2•C:(1)KC RAILROAD CAN YON— _ �,,, �6 05'�R< 6 _—_—- --- - CIO (2)#10 FLASHER PULLEDISIBOX N EX. R90 �'- 2"C:(1)DLC, EX.R9-3c I' 6 _ _ __- - (2)#10 FLASHER 8 PP#4463579E _ - " u 2"C:(2)#10 FLASHER m � -- _ EX.OVERHEAD I `� i^n LINES(SEE EX.EVP 2 _ -- DETAIL'B') I _ }} EX. R3-8U 6J2L _ 7 52 51 �. 119u_ _ _ -_ o -- 4z11� - 212L EX. EVP / 212E E(.EVP 5 �2` F-- �W3-3 / N 5 EX. R3-4 - - �7 6 3 rc � cl 21 �!04 .04 EX. DETAIL'A' 04 I N \ 02' r X., qp •— - - �- #6 ® X.R9-3a O PROP.C/G - - �� �, PROP.C/G X. R9-3a - J �\ _ - - 2'G:FL) TRAFFIC SIGNAL GENERAL NOTES-/ Vi3_3o-� \ (2)#10 PUSHER EX. RAISED MEDIAN 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 2"C:(1)DLC, 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 \(2)110 FLASHER RIVERSIDE TRANSPORTATION DEPARTMENT REQUIREMENTS,THE CITY OF LAKE ELSINORE PLATE PER CALTRANS SIGN SPECIFICATIONS R10-3. CONTRACTOR SHALL PROVIDE APS PUSH , SONS FOR THIS PROJECT. >' ,> BUTTON CONFIGURATOR DEVICE IN CONTROLLER CABINET. REQUIREMENTS AND THE SPECIAL PROVISIONS %Y✓�.� / S 2"C:(2)#10 FLASHER 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE 11• ALL NEW CONDUIT SHALL BE 3"PVC UNLESS SHOWN OTHERWISE. RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT HIGH VOLTAGE LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES 72. CONTRACTOR SHALL PLACE CONDUIT BY JACKING OR DRILLING UNLESS APPROVED BY CITY LINES OR INTERFERE WITH THEIR SERVICE.THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR/ ENGINEER OR HIS REPRESENTATIVE. o:OR REPLACEMENT OF ANY UNDERGROUND FACILITIES DAMAGED BY HIS OPERATION. PHONE UNDERGROUND SERVICE ALERT 811 MINIMUM 48 HOURS IN ADVANCE. w 13. ALL TRAFFIC SIGNAL DETECTION, SIGNING, PAVEMENT MARKINGS,AND STRIPING FOR ALL DIRECTIONS A" O 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES AND SHALL BE COMPLETED PRIOR TO TRAFFIC SIGNAL ACTNATION.COMMUNICATION UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. IT CURB/BERM M FLOW LINE - 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 UTILfTY COMPANIES INVOLVED INCLUDING SCE. CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE PP INTENDED OPERATION. as. $ 4. THE CONTRACTOR SHALL POTHOLE PROPOSED TRAFFIC SIGNAL POLE LOCATIONS FOR UNDERGROUND / 15. ALL WIRING AND EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR / ;PATH OF iRNfL Cl Q ® � UTILITY CONFLICTS PRIOR TO ORDERING POLES. PHASE IDENTIFICATION. � CURB 5. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. 16. UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED, P B.C.R. I 93 6. ALL RED,YELLOW,AND GREEN SIGNAL INDICATIONS,AND PEDESTRIAN INDICATIONS SHALL BE LIGHT 17. SEE CALTRANS STD. PLAN ES-tA AND ES-18 FOR SYMBOL AND ABBREVIATION LEGEND. "g" 010 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 NOTE: FOR"k AND'8'DIMENSIONS,sIf FOIE SCHEDULE PLAN VIEW VISORS,AND BACKPLATES. DETECTION. DETECTION ZONES FOR VIDEO DETECTION SYSTEM ARE SHOWN AS A GUIDELINE ONLY OR AS DIRECTED BY ENGINEER • AND ARE NOT A PHYSICAL INSTALLATION. ('TYPICAL SIGNAL POLE PLACEMENT,UNLESS SHOWN ON PLANS) 0 7. THE LOCATION OF SIGNAL POLES, CABINETS,AND OTHER EQUIPMENT SHOWN ON THE PLAN IS SIGNAL STANDARD PLACEMENT DIMENSIONS DETAIL 18' APPROXIMATE.THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER OR 19. ALL SALVAGED EQUIPMENT NOT REUSED PER PLAN SHALL BE DELNERED TO THE CITY OF LAKE AND EQUIPMENT LOCATIONS OVERHEAD ELECTRICAL CLEARANCE FROM C�G ° ENGINEER'S REPRESENTATIVE. ELSINORE CITY YARD UNLESS OTHERWISE DIRECTED BY THE ENGINEER IN THE FIELD. SCALE: 1" = 20' Know all t's belowbefore POLE 7 TO EXISTING LINES _ q'-I FG 8. STREET NAME SIGNS SHALL BE EDGE-UT LED IISNS 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•$•) 10' IISNS SHALL HAVE WHITE LETTERS ON BLUE BACKGROUND WITH CITY LOGO AND "CITY OF LAKE CAMERA,AND OTHER SPECIAL EQUIPMENT MANUFACTURER'S REPRESENTATIVES AT THE SITE DURING 30 ELEVATION VIEW ELSINORE" BELOW STREET NAME. INITIAL TRAFFIC SIGNAL TURN-ON/ACTIVATION. 10 0 10 20 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TJW ENGINEERING,INC., SEAL BASIS OF BEARING: CITY OF LAKE ELSINORE SHEET 36 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND aQOF=65�Q DRAWN BY: Js 0412411E THE BASIS OFBEARING FOR THISSURVEYTHECALIFORNIASTATE PLANE Traffic Engineering& STATE LAWS AND HAVE BEEN FOUND ACCEPTABLEa DESIGNED BY is 04/24/18 COORDINATE SYSTEM,ZONES,NORTH AMERICANDATUM 1983,AS Transportation Planning Consultants QF° 9�F. 6 Venture,Suite 225,Irvine,CA 92618 �:� �7Py�,ycT CHECKED BY' TJW 08I27ne DETERMINED LOCALLYBY THE LINE BETWEEN CSRN CORS'ECFS"AND TRAFFIC SIGNAL MODIFICATION PLAN 36 t:(949)878-3509 f:(949)878-3593 r, ' "BILL",BOTHASPUBLISHED ON CSRN DATA SHEETS,BEING N76'00'34"W (D wwwAIwengineering.com a No 69407 n RECOMMENDED BY. (EPOCH2O11.00) OF -h-18 * Exp am,2o * RAILROAD CANYON ROAD FILE NoSHEETS BRADFAINELL,ER RCE 0,43920 DATE —.. 4/IG SCALE: ,"=4D' AT CHURCH ROAD CITY ENGINEER G \ . CITY OF LAKE ELSINORE n-ouAS JOSEPh W,EA- R.c._.No.59467 vP.6/30/20 DATE: 04/24118 1-T INU PRELIMINARY Not For Construction EXISTING 4163817E 10 RM:I-AG SPAN GUY 3/8'-200'ABOVE�Y7(V RM:1-AG SPAN—3/8'-200' - IN:,-AG SPAN GUY 9/32'-20D'MORE THAN 22.5KV ATFACH 0 AT ' G9SNB II IN:1-AG SPAN GUY 9/32'-20V ATTACH 0 31' f EXIST NG 4163815E THE CITY OF LAKE EXISTING so' Oa.C2 1 4435662E RM:I-AG SPAN GUY 9/32•- 2 MORE THAN 22.5Kv / w' Cl..c2 d 1-AG SPAN GUY 9/32-_ RM:1-AG SPAN WY 9/327-2DO'MORE THAN 225KV IN.I-AG SPAN TUv 9/3Y-20P MORE THAN 225KV ATTACH 6 4)5' xr nSAWPcut`;r � � / RM:1-AG SPAN GUY 9/32"-20D' IN 1-AG SPAN GUY 9/32"-2oV ATTACH a 34.5 vaTa n W PUG -�^s IN:1-AG SPAN DU 9/32'-200'MORE THAN 22.5KV,ATTACH 0 40' /i IN:1-AG SPAN GUY 9/32 -200'ATTACH 0 31V Z / E E POLE EXISTING 4163813E � 1 — �� A, RM:�As sPw tur 9/3z'-ma MORE mew 2y 4 W.I-AG SPAN WY 9/3Y-207 I PR R W I-AG SPAN My 9/3Y-W MORE THAN"Y AITACN _ ELSWORE VALLEY IN 1 AG SPAN-{AY III-200'ATTACH 6 X - /i' •?,I: wwcwAL WATM DISTRCT _ POLE /i G� 4163818E 12 �T„ �• 6: G093 Ga �Y( ry9L'9 W Y-P01 DOWN GAYS 4 W000 0'M TREAT / 50'MORE THAN 22.5KV ATTACH 0 32'(5) 'll�1i'AG GOWN WY 9 32'- �� I-AG DOWN GUY 9/32--56 LESS THAN 22.5KV ATTACH 0 31'(8) 1-AG ANCHOR ROD I'%To'3-EYE W/PLATE W/9'LEAD(S) IhIIII w RM 4163818E ' pass C4 11 ., RM:1-POLE 40'CLASS 4 WOOD FULL TREAT 1s• axe pP,Pa //�T �-- RM:1-AG DOWN GUY 9/32'-50'MORE THAN 22.5KV I. EX: 436 (? 6 PALE l-_ RM 1-AG DOWN GUY 9/32"-50'LESS THAN 22.SKV T�Da7E WAS REPLAP� 1J3116' RM I-AG SIDEWALK GUY I NFYA1 Sl:li FpE ANCHpp 10 _ '- PART DF DET POLf WUTiK EEEggg . --{ -=_ y...P>a ,. - �-- RM;,-AG ANCHOR ROD,'X,D'3-EYE W/PUTE PRELIMINARY ` K CROEpRTNNE _ - _ _ - _ ��i i Not For Construction Np R ,r - P 4c68c2 8 F e 35 9 xa,� RM:1-POLE JS'CLASS 2 HOOD FULL TREAT �� -- RM:1-AG DOWN GUY 9/32"-50'MORE THAN 22.5KV 2 RM RM:1-AG DOWN GUY 9/32'-sD'LESS THAN 22.5Kv 45' - Class C2 -���-4>,7�3t24E RM:t-AG SIDEWALK GUY TNIs pwN,wpRovm As m Cav,TwN 5 WESTERN RIVERSLiE COUNTY RM:1-AG ANCHOR ROD 1'%10'3-EYE W/PLATE AID TYPE Of EIECIRC SU61RUCfURE3 RM:t-POLE 45'CLASS 2 WOOD NLL 7REAT _ 4O pass C1 REGIONAL CONSERVATION AUTHORITY RM:1-AG DOWN GUY 9/32'-50'MORE 7HAN 225TtV-_ RM:1-POLE 40'CUSS,WOOD NLL TREAD Ate: RM:1-AG DOWN GUY 9/32'-50'LESS THAN 22.5KV RM:1-AG DOWN GUY-7/36'-50`MptE THAN 225KV RM:1-AG SIDEWALK GUY RMs--1—AG DOWN GJY 7/16'-50'LESS THAN 22.5KV . RM:1-AS ANCHOR ROD 1'X 10'3-EYE W/PLATE RM:1-AG ANCHOR ROD 1'X 10'3-EYE W/PLATE POLE 4163816E T+aNa, IAA T1 35' pass CJ 9 POLE IN:1-POLE 35'CUSS 3 WOOD FULL TREAT D.9/Rs. De daPeh s9"°°^ Doe Eul'907 1 POLE 4709316E 6 4673124 N:I-AG DOWN GUY 3/8'-50'MORE THAN 22.5KV ATTACH 0 28'(S) 3 40 Cl..C3 40 Goss Cl IN:1-AG DOWN WY 3/8'-50'LESS THAN 22.5KV ATTACH 6 27'(S) IN:1-POLE 4D'CLASS 3 WOOD FULL TREAT N:1-POLE a0'CUSS 1 WOOD FULL TREAT IN:,-AG ANCHOR ROD I'X 10'3-EYE W/PLATE W/9'LEAD(S) Rw. IN:1-AG DOWN GUY 31W-50'MORE THAN 22.5KV ATTACH 0 31' S AG 00NN GUY 3/8'-50'MORE THAN 22.5KV ATTACH 0 27'(S) O IN:1-AG DOWN GUY 3/8'-50'LESS THAN 22.5KV ATTACH 0 24'(S) o zD AD ea IZD is IN:I-AC DOWN GUY 3/B'-50'LESS THAN 22.5KV ATTACH 0 30'(S) IN:1-AG ANCHOR ROD 1'X 10'3-EYE W/PLATE W/9'LEAD(S) CHANGES IN THESE PLANS WILL REQUIRE IN:1-AG ANCHOR R00 1"%1D'3-EYE W/PUIE W/9'LEAD(5) AN ADDITIONAL 3 TO 4 WEEKS AND .I' w. CUSTOMER WILL BE CHARGED IN ADVANCE FOR REQUESTED CHANCES, oxa.w.,o nr/ob A MAYAWfTIA, ee-x..—AR NA 11 N nA.o k]RI,F910 � m W9-Sttr56ro r.nc Ak TV—D.MA%INE� 15957b 2{25n6 H A13" I3I5100-RELOCATE FACIUIIES G R—RDG:'1— SE 33KV RIV 967 AA5 'T ELSINQ'RE :-4 QA 'R'A 54titee3-t ''� RELOCATION STREET IMPROVEMENTS RAILROAD CYN RD E/O GRAPE ST-TASSEL WY CANYON LAKE,CA 925M SAGA. AYy F �Nswa.m cane,,,,a Ed—camPaAy Pu s BRAT 2 1017940 _O.Oi I PREPAREOSY \—N HUNSAKER I ASSOCIATES RAILROAD CANYON ROAD _ d SCE POWER POLE o '"'•"�'•'"" m°'Nn`B"""'°""°°"' LOCATION EXHIBIT v00 `j�a D00 SHEET t OF2 WuuO DI III,Ad.— p�mrEo Rr:ca TE:,wa.Ta,zDTe De.3e:zs AN n- - E.-\In2mE"9,„e„"A\�Pl. ;.���E.� MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BY: SEAL BASIS OF BEARING:THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE HUNSAKER & ASSOCIATES OFE55/ /S5 01/16 Q DRAWN BY: GF THE BASIS OF BEARING FOR THIS SURVEY THE CALIFORNIA STATE CITY I I OF LAKE ELSINORE SHEEi36A ® p I R V I N E pd I N C e4�VpN GR (A^ DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE 5, NORTH AMERICAN DATUM 1983, PLANNING a ENGINEERING a SURVEYING ti y AS DETERMINED LOCALLY BY THE.LINE BETWEEN CSRN CORS`ECFS' STREET WIDENING PLAN Thme Hu m•Irvine,CA92618•PH:1949155}7p10-M(949)SE3-0759 hLL �= CHECKED BY. OF 01/18 3 6 A UNDER THE SUPERVISION OF: a No.4911e m m AND"BILL`, BOTH AS PUBLISHED ON CSRN DATA SHEE(S,BEING m RECOMMENDED BY: & PAVEMENT REHABILITATION PLAN OF SHEETS C EXP.09-30-18 z N76'00'34`W(EPOCH 2011.00) BRAD FAGRE RCE 43920 DATE �� 9/G//� r SCALE: AS SHOWN RAILROAD CANYON ROAD CITY ENGINEER sr a/v IL a` FlLE No. CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RICE No. 49118 DATE e0RCAOf DATE: FROM GRAPE ST. TO CANYON HILLS ROAD 1 e �� Q- SCE POWER POLE LOCATION EXHIBIT PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:41:46 AM FILE: F:\1020\Engineering\OA_Project\Imp_Street\SHT36A.dwg-3 �pro PFTLLOW hE OFR>iE E MffiTH00 TSENO EXISTING 4163827E 13 :1� RM COL 2-12 1-(4 AL 3-1/C 6DOV IN DUCT- PRELIMINARY Construction Not For � RAILROAD J �< a� " \ 7 CgNY < <� a � /� k; Of ,�- — CHIJKH 'dry \ `��/ I •; h' o. SIN r;J. icvoxrn �l I b 'l i = ElswoaE VALLEYM _ MAINUPAL WATER DISTRCT EXISTING 4299390E LL4" AM:1-AG SPAN WY 3/8'-200'ABOVE 22RV 14 - - \ + RM 1 AG SPAN GUY 9 2' ?00' w,nrzc tiv PIACE - IN.1-AG SPAN GUY 9/32'-200 MORE THAN 225(CWd Oi4� - _ IN.1-AG SPAN GUY 9%2 r/2 -�AHACR'Oj T mr CNAW.ES M MATT1f� �.. 4. �n ROAD ao AA Will � _ CANYON .i PRELIMINARY Not For Construction Txe;PUN wPRwm As ro lcunpN --"'y���- - _r IS) RM:1-AC GOWN WY 9/32'-50'LE55 THAN 225KV q AND TYPE OF EzcttMc surulxucluREs - _ 1� tES�TIIAN 225KV ATTACH 0 36'(S) RM:1-AG SIDEWAU(GllY ' p.wwe' IN:1-AG ANCHOR ROD 1"%10'1-EYE W/PUIE W/9'LED(S) A� RM:1-AG ANCHOR ROO 1'%10'3-EYE W/PUTE Aae� TIMNmv. FAR ON9./R(v. OevMPpde 9i9naWn pub OrI9Iml A Rn. 88—M1D]p1AR 58]91A N wRo[»I 249-635 roNN—,MA—+FLAN Rev. lses>3p zbsn6 _�x/AM6 RELacAIE FAaunEs Rev. ROCNRIOGE 12NV ASf I RIV 86>AS FLAHORE :.-A4 C:A CHANGES AN ADD DDITIONAL 3 TO 4 WEEIG AND RE "'�54A-1883-1 '1° ' fIwTMN1 � jl, CUSTOMER WILL BE CHARGED IN ADVANCE RELOCATION STREET IMPROVEMENTS FOR REQUESTED CHANGES. RAMROD CYN RD E/O CRAPE ST-TASSEL WY tow ma w..oaya/m CANYON LAKE,CA 92530 e/e/le I��mn F MYAVNiN Y Iw®o PAx I R� e[SwVMee xa Ohs t—calun.ma CO-cP pay 3 „ 3 1014940_0.01 1v^I PREPAREOBY ®HN NVIAKER&ASSOCI"ATES RAILROAD CANYON ROAD s SCE POWER POLE ' A "�^u•""M^��+�^N LOCATION EXHIBIT s SHEETI OF2 14,2015 t0:u5:51 AM FiIE:E:\IO]O\En9ineenn9\O,>_P.olecf\E+h Cenvoi\SCE Y 9 Cdl 2 FJI VAJM1p Ovye h Advlce C-`s T/ 3 t MARK REVISIONS APPR. DATE THESAPPROPRI HAVE BEEN REVIEWED FOR PREPARED BY: SEAL DRAWN BY: GF/SS 01/1g BASIS �SOFOFBEARIN6FORTHISSURVEI THECALIFORNASTATE CITY OF LAKE ELSINORE SHEET36B HUNSAKER & ASSOCIATES DFESSTTHE CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE ® eR ° I R v I N E I N c �o od1+ cq�< DESIGNED BY: SS 01/18 PLANE COORDINATE SYSTEM,ZONE$NORTH AMERICAN DATUM 198J, PLANNING a ENGINEERING a SURVEYING tie° s� � AS DETERMINED LOCALLY BY THE LINE BETWEEN CSRN CORS"ECFs• STREET WIDENING PLAN n -rhme H*m-IMM CA92618•PH:(949)5WO10•IM(949)5830259 y4 me CHECKED BY: OF 01/18 AND"BILL",BOTH AS PUBLISHED ON CSRN DATA SHEETS,BEING 36 a _6,� UNDER THE SUPERVISION OF: w NO.4911E RECOMMENDED BY: N760034'W(EPOCH 2O11.00) & PAVEMENT REHABILITATION PLAN OF SHEETS o a EKP.09-30-18 a RAILROAD CANYON ROAD BRAD FAGRELL, RC No. 43920 DATE N p SCALE: AS SHOWN �p CITY ENGINEER C,..�_ �Ft� /G//� 'vrF alvl. � FROM GRAPE ST. TO CANYON HILLS ROAD FILE No. CITY OF LAKE ELSINORE FREIDOUN GRAYLEE, RCE No. 49118 DATE °ICALIF DATE: o SCE POWER POLE LOCATION EXHIBIT AW A0 z 9, PLOTTED BY: Sean Swanson DATE: Aug. 29, 2018 10:41:56 AM FILE: F:\1020\Engineering\OA_Project\Imp_Street\SHT36B.dwg