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HomeMy WebLinkAbout05-160 - 167 GENERAL NOTES NOTIFICA TIONS 1TY OF LAKE ELSINORE .NOTE TO CONTRACTORS.- THE EXISTENCE AND LOCATIGIV OF NOTE* THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES THESE LEGEND OF ABBRE14A TIONS ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON FOUR7Y--EIGHT(48)HOURS PRIOR 70 STARTING CONSTRUCTION OR ECAVATIOV.• THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE CITY OF LAKE ELSINORE 1-951-674-3114 CENTERLINE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE GENERAL TELEPHONE 1-800-422-4133 f.C. ELEVATION ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE o T.C. TOP OF CURB ELEVATION EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, ELSINORE VALLEY MUNICIPAL WATER OLS7RlCT 1-951-674-3146 FL FLOWLINE ELEVATION F.S RNISY SURFACE ELEVATION.. PIPE A STRUCTURES WITHIN THE LIMITS OF 1H£P,4UPON THE SOUTHERN CALIFORNIA GAS COMPANY 1-600-427-2200 CONTRACTOR R REQUIRED TO TAKE ALL DUE PRECAUTIONARY F.G. f7NlSII GRADE ELEVATION MEASURES FOR THE PROTECTION OF ALL UTILITIES PIPE OR SOUTHERN CAUFORNIA EDISON COMPANY 1-800-684-8123 fiaw B.C. BEGINNING OF CURVE S77?UCTURE$ WHETHER SHOWN ON THESE PLANS OR NOT ANY E.C. END OF CURVE BE RE AIRED OR DURING THE PERFORMANCE TI THE WORK SHALL MEDIA ONE CABLE TV 1-90D-674-7741 DRAINT AND STORM - PROVEMENT PL.IN P.C.C. POINT T CURVE BE REPAIRED OR REPLACED TO THE ST R AT HIS N OF THE UNDERGROUND SERVICE ALERT(USA) 1-BOD-422-4133 P.C.C. PORRAL CEMENT CONCRETE GOVERNING AGENCY BY THE CONTRACTOR AT HlS EXPENSE. CURW B.V.C. BEGINNING OF VERTICAL CURVE 2 ALL WORK SHALL CONFORM TO CITY CODES;STANDARD ENGINEER NOTICE REFET E.V.0 END OF VERTICAL CURVE SPECIFICATIONS FOR PUBLIC WORKS LATEST EDITION ANDS STANDARD DRAWINGS IT/S THE CON7RACTDR'S RESPONSIBILITY 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND (�) P.I. POINT O�INTERSECTION TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING B.C.R. BEGIN CURB RETURN E.C.R. END OF CURB RETURN TIMES THE COURSE OF CONSTRUCTION,INCLUDING SAFETY OF ALL O.0 ON CURB PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY H.P. HIGH POINT 3 THE CONTRACTOR SHALL N077FY THE CITY PUBLIC WORKS C00177NUGUSYY AND NOT BE LIM17ED 70 NORMAL WORKING 3 LP. LOW PANT WORK.INSPEC70RCAL FORTY-EIGHT 01V HOURS PRIOR 2 BEGINNING ANY HOURS THE TER AND V SINNER DEFEND,INDEMNIFY AND 1 T.G. TOP OF GRATE ELEVATION WORK. CALL FOR INSPECTION AT(714)674-3124,fXT.25, HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND O� BETWEEN THE HOURS OF 9.00 A.M. TO 4.00 P.M.,MONDAY ALL LIABILITY,REAL OR ALLEGED,IN CONNECTION WITH THE THROUGH FRIDAY. PERFORMANCE OF WORK ON THIS PROECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER 4. CONTRACTOR SHALL MAINTAIN 7RAFFTC CONTROL IN OR ENGINEER. I r+ ACCORDANCE WITH ES 7RADURING 7RAFF7C MANUAL AND WATCH 2 ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED __ CANYON HILLS ROAD_ MANUAL AT ALL TIMES OUPoNG CONSTRUCTION AS OR FOUND ON PUBLIC RECORDS ARE INDICATED Of7H THEIR - - IND " Ncwacw ND APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE FAILURE APPROXIMATE LOCA TON AND EXTENT. THE OWNER,BY — -- TO DO SO SHALL REWIRE IMMEDIATE WORK STOPPAGE. I ACCEPTING THESE PLANS OR PROCEEDING WITH THE i ��IMPROVEMENTS HEREON;AGREES TO.ASSUME LIABILITY AND SHE5.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING - LOCAR �ARRANGE FOR THE NECESSARY RELOCATION QU ANY UTILITIES FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR ® RDCON7RACTOP SHALL NOTIfY ALL UTILITY COMPANIES INVOLVED AT r.mLEAST FORTY-BOYT(46)HOURS PRIOR TO B£GNNING S7RUC7URES NOT REPORTED OR INDICATED ON PUBLIC WORK 1-800-422-4133 UNDERGROUND SERVICE ALERT RECORDS OR THOSE CONSTRUCTED AT VARIANCE WITH � - uNTOvREPORTED OR RECORDED LOCATIONS THE CON7RACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 706.lT SHALL BE THE COV7RACTDR'S RESPONSBILITY TO HAVE A PROTECT THE UTILITIES OR STRUCTURES 9101 W AND ANYRESPONSIBLE REPRESENTATIVE AT 7H£JOB SITE AT ALL TIMESOTHERS FOUND AT THE SITE.IT SHALL BE TH£CGJIRACTOR'S �� DURING CONSTRUCTION. RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING STRUCTURES CONCERNED BEFORE STARTING WORK.OF THE PROPOSED WORK AREA,AND RELOCATION AND COST OF 7HWAS D ALL EXISTING UTILITIES SUBDMDER MUST INFORM CITY OF LAKE R THE ENGINEER PREPARING THESE PLANS WILL NOT N VICINITY MAP OF CON£ U CONSTRUCTION SCHEDULE PRIOR RJ 7H£BEGINNING RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES 7D OF CONSTRUCTION. OR USES OF THESE PUNS ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE 8.ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PREPARER OF THESE PLANS I WORK TO BE DONE' PLACE PRIOR TO PAVING THE STREET SECTION;INCLUDING BUT 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE"THE I. COUNTY ROAD IMPROVEMENT STANDARDS AND NOT LIMITED SEWER, WA TER; TELEPHONE,EL£CIR/CITY, GAS USE OF ASBESTOS-CEMENT WATER PIPE OR ANY PRODUCTS SPECIFICATIONS FOR RIVERSIDE COUNTY AS AMENDED AND DRAINAGEE fACIUTIES. CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD BY ORDINANCE NO. 461.9,DATED DULY 2, 1998 9. CONNECTED WAIN SUCH PRODUC73 SPECIRCA77ON HEREON OF � WILL ALL STREET SECTIONS ARE TENTATIVE ADETERMAL SOIL 7ES75 2.RIVERSIDE COUNTY FLOOD CONTROL AND WATER ANY SUCH PRODUCT IS AT 7H£DIRECTION THE WILL IO TAKEN ED.S ROUGH GRADING S DETERMINE THE EXACT .VRISDICTONAL AGENCY. THE CONTRACTOR SHALL ASSUME CONSERVATION OFC)CT STANDARD DRAWINGS,DARED BECKON REQUIRED.SECDOV THICKNESSES SHOWN ARE FOR APRIL 2004.(RCFC) BONDING PURPOSES ONLY. RESPONSIBILITY FOR ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL /+ 7�p /•�77 7� 10. ALL EXISTING UNDERGROUND U77LI77ES AND STRUCTURES MUST OSHA AND EPA GUIDELINES TO MINIMIZE HEALTH HAZARDS Q lr•ONSIIfUti/ION NOIGS• BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. S QUANTITIES SHOW HEREON ARE PROVIDED FOR BONDING THE ENGINEER OF RECORD SHALL BE NO77FED OF ANY . RIVERSIDE COUNTY ROAD NECESSARY REVISIONS TO THE APPROVED PLANS THE REWSIONS PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR - - IMPROVEMENT STANDARDS VERIFYING ALL QUANTITIES PRIOR 70 BIDDING FOR CONSTRUCTION NOTES' &SPECIFICATIONS SHALL BE IN THE FORM OF'AS-LINEN PLANS 7E0 TO CONSTRUCTION. r Z SURFACE IMPROVEMENTS STANDARD{ THE CITY ENGINEER FOR APPROVAL PRIOR TO THEE FINAL _ SYMBOLS ACCEPTANCE OF THE PROECT BY THE CITY ENGINEER. aj -CONSTRUCT TYPE'A-6' CURB&GUTTER------- 200 ------t588 LF—___Z 11. ALL EXISTING MOIVUMENTATIOV DISTURBED OR DESTROYED CONSTRUCT TYPE'D' CURB 6' FACE---------204,205-----80 LF. ----- DURING CONSTRUCTION SHALL BE REPLACED 70 CITY STANDARDS AS APPROVED BY THE CITY ENGNEER. CENTERLINE TIES ARE TO 3 CONSTRUCT A.C.PAVEMENT_________________ ------9266 W.BE FURNISHED TO THE CITY ENGINEER'S SABSFAC770N AT THE 0 COMPLETION OF PROECT BEFORE ACCEPTANCE IS GRANTED. CONSTRUCT ACC SIDEWALK-----------------400,401------8877 SI: ' So-12 AN L7HCROACl/dIENT PERMIT SHALL BE R£01//RED FOR ALL CONSTRUCT LOCAL DEPRESSION--------------- 311 ------2 EA.------ ' � �� CONS77?UC77ON WORK DONE WITH PUBLIC RIGI7S-OF-WAY.BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR/DEVELOPER MUST CONSTRUCT CONCRETE DRIVEWAY APPROACH------ 207 ------i EA.------ _ I Q q �-c— PROVIDE THE CITY ENGINEER W1TH CER77RCATE OF INSURANC& KEY MAP &CONSTRUCT CURB RAMP CASE-A-------------- 403 ------9 EA.------ REQUIRED BONDING FOR PUBLIC IMPROVEMENTS THE ENC ROACIHMENT PERMIT MUST BE PRESENT AT THE✓O9 S17F SCALE., 1-= 100' & -W. --- T-' DURING THE TOTAL TIME FRAME OF PROTECT CONSTRUCTION WITH CONSTRUCT CROSS GUTTER LAYOUT-----------209,209A-----3500 GRIND 2" BELOW FINISH____________________ - APPROVED SET OF IMPROVEMENT PLANS 59' 12'R� RIVERSIDE COUNTY ROAD �/ SURFACE&OVERLAY AC 5707 SF f0' &SPECIFICIMPROVEMEATION�DAROS f0 REMOVE fX1STINC CURB&GUTTER------------- ------1523 LF.---- 5' g' .� STORM DRAW IMPROVEMENTS STANDARD{ QUANTITY SYMBOLS 1�REMOVE EXISTING SIDEWALK------------------ ------7590 SF.---- Ili EXIST. C&G RED SIDfWi1LKC&G Sy 2 ' ' S1 CONSTRUCT CATCH BASIN-------------------- 300 --------2 EA.-------- ------ 2X ���� 52 MODIFY Top PORTION OF EXIST. CURB INLET ----- ---------1 EA.-------- 1�REMOVE EXISTING CROSS GUTTER-------------- ------8 EA SF.---- i ' INTO S70RU DRAIN MANHOLE{7 RCFC(MH251) 14 RELOCATE LaTSTING HANOHOLE---------------- ------1 EA.------ GRIND S.D.PIPE TO FIT S.D. MANHOLE--- ---------100 LF.------- -- ------ 13 EMOTE EXISTING TREES-- ----------------- 8 EA.------ DRAWJNG INDEX GRIND 2'BELOW RNIS H AND REMOVED EXISBNG PIPES AND MANHOLE 15 REZOCA7E EXISTING FIRE HYDRANT------------- 1 EA.------ SURFACE&OVERLAY AC7ROAD ,,COUR-W 4' THK. CONC. SIDEWALK &CONSTRUCT MANHOLE{1----------------RCFC(MH25I)------1 EA.— _— -- PAVEMENT AS REQUIREDTYPE'A-6' CURB &CONSTRUCT 24' RCP(1350-D)---------------- ---------73 LF.-------- =__= 16 RELOCATE EXISTING SIGH-------------------- -- ---2£A.------ SHEET 1 TITLE SHEET W17H KEY MAP RAILROAD CANYONSTD.NO.200AND VICINITY MAP AS REQUIRED 17 RELOCATE EXISTING CA TV VAULT-------------- ------f EA.------ SHEET 2 RAILROAD CANYON ROAD 18 STA. 113+46.21 TO 122+07.95 ADJUST 70 GRADE EXISTING TELEPHONE MANHOLE-- ------1 G1.------ SHEET 3 RAILROAD CANYON ROAD • 19 RELOCATE EXISTING .STREET LIGHTS------------ ------1 EA ------ STA. 123+74.22 TO 127+0&91 53 20 EXISDNG ELECTRICAL RISER 70 REMAIN IN PLACE-- ------1 EA.------ WEET 4 CANYON HILLS ROAD DRIVEWAYS CURB RETURNS I 12' 21 RELOCATE EXISTING WATER RISER-------------- ------1 EA------- SHEET 5 SIGNAL AND STRIPING PLAN EXIST. C&G I5 5' 5' &RELOCATE EXISTING IRRIGATION VALVE----------- ------1 EA.------ 1 ------I EA.------ SHEET 6 SIGNAL AND STRIPING PLAN I 2 —2' 23 SHEET 7 TRAFFIC SIGNAL PLAN 2Xy RELOCATE EXISDNG RECLAIM WATER VALVE------- SHEET 8 7RAFFlC SIGNAL PLAN SAWCUT AND REMOVED REMOVED AND RECONSTRUCT 24 REMOVE EX/STING CURB INLET---------------- ------1 EA.------ EXISDNG PAVING. EXISTING CURB/GU17ER AND 15 REMOVE EXISBNG STORM DRAIN P/PE----------- CANYON HILLS ROAD -----100 LE----- SIDEWALK. 26 SA EXIS77NG PAVEMENT&REMO VE---------- ------150 LF.----- �EXISRNG CURB&GUTTER T/r. CROSS cEC77ON 27 RELOCATE BUS77NG TRAMC SIGNAL------------ ------1£A.- MARK REVISIONS APPROVED BY DATE BENCH MMAJJRKJ L�/V�Y C?77f7CA77ON PREPARED BY- DESIGNER. AS-B[1/LT sun PB�e ELEVATION., 1400.873 DATUM., NAND 29 THESE PLANS HAW BEEN REVIEWED FOR COMPUANCE WITH THE QpOFESS/pY CITY OF LAKE ELSINORE FEET i 7 z s o7 DATE.• 1970 APPROPRIATE CONDIBOVS Of DEVELOPMENT AND/OR CITY AND ��°� T q q�F STUART ENGINEERING Ad SAfIS T ra,¢y 4 RIVERSIDE COUNTY DESIGNATION:E-14-70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE 7525 Mf7ROP0UTAN DRIVE SIE.308 DRAW IMPROVEMENT PLANS FOR.• DESCRIPTION: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON /� WP,p7y3p m SAN DI£GO,CA 92106(619)296-1010 M.R.B. �p /•� 8 ROAD FROM THE 1, 12.0 FEET OF RAILROAD CANYON ROAD AND // 9 i./l /yj� M '7 0$ E.P.3-31-07 * FAX(619)296-9276emoit se®stuortengineering.com pA- CANYON HILLS MARKEIrLAIiE OF' STATE HIGHWAY 71, 122.0 fE£T NORTHWEST OF RAILROAD (��Ae� \ ��/ CANYON ROAD,6.0 FEET SOUTHWEST OF POWER POLE{ ROBERT MO£HUNG,RCE NO. 63056 DATE `��` ?P 6-24-05 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST,A BRASS 9rf oN` 6-2-4-,I P ,108 No.. CDR N0. 2004-2 & 2004-10 FILE p5 I CITY ENGNE£R pp CAS\F DISK SET IN THE TOP OF CONCRETE POST E'-14-70 CITY OF LAKE ELSINORE STUART PEACE, R.C.E.NO.27232 DATE 248-04-03 r AS BUILT t i jDRIWWAY EN7RANCE -I-�- N - - _ } ts i 70P OF N Id -_._' CUR _ + - ;._ -- TOP OF B ^ ^ 8 - , - .� '' � i I- I I i ! I ! ! N O+ 1 .-_,..-.....-.- _.. a —....,.._.._.- r - i 1480— g i __ ---_!—I I I I 1 I I _ —____-- � - — ^� v y^ i i 1490— _ �— Iq — $ — — — I E �I �v - -_ 1490— Ii 1 — >__ .._..�__:._._. �- � � -•�---1 � I i�i�l s i�-�. - i � m� � 1 ! i I + - o Evsi7NG - r glg - N ¢__ _ —1 - - — 1- ^ ^^ - GRADE 0.¢ :--,_ ._. .�._. ��� L- s - `�I - - __ -. -. v _--�-- � - y 39.2Y 4-.82 �"t 82 cS 1 I Sid EXIST GRADE A z TOP OF - - _._i 9 48 - -_ __. *-' -.-t-r I , — _ =1_ �i ` i ; i R _� - I I i i I i —i 8�0 01 �� : gig _ CURB RETURNS— 1— _ _ -�;L SCALE H�iz 1'=20', vFRr. 1"=R'._� i Y I s ( i- �W� � � � _�� ois i L 1 ! _ —1460 - — , r I ro,� o,� mr>�r aiRe � { 1 i I 1470--•- i a ! I s m —1450 — ( i 7 11 + -- f TOP OF CURB - IIIII ... _ ._ .._ .. _i .� i I : I � 1460 I ! , a i Ili - - -i-_- ..... . _ - - - -- - - I � • I � r - I � I I � I i 1 � ._ i f ..;. .... .. � ' '._ t i- RAILROAD CANYON ROAD _ „-.�_�..-!._..,- --- HORI -40 VERT 1 -8 - - - _ 113 114 115 116 117 118 119 120 121 122 12J - 16 7. ._..- 7 4 1 y;�w 21 I NO BEAD N 2d40T49 RADIOSOORB DA LENGTH 45.37 TANGENT REMARKS 8 I 10� .78' 6'TYRE'A-6' --- --- 20 3 N27°53'ST E 150.00' : ..� 2 - - 7 J - 6 d N27°�,�,E -ZS00' 240.00' -25.00' tit h h ``�`� i 16 11 "q' 17 h 11 •v 8 'aJi I 7 d=12140'49' 20500' 4537' 22.7B' 1 c g 18 z h c� 0 8 6=12°40'49' 205.00' 45.31- 22.78' iv zp : 2 x N m W N W a 9 d=12°40'49' 205.00' 45.37' 22.78' ' ad ` ad a$ h a 1 4=12-40'49' 20500' 45.37' 22.78' 114 - -- --�-.115- -- '' -116 b - 117 11B +119 ? A 120 - 121 a 122� 11 N27°53'57'E --- 244.90' --- 1 =24-14'59 14.81' z ^..-__ -•J� _-._ _ t ao E � 1 4=155°45'01' 31.00' 271' 4.65' RAILROAD CANYON ROAD --- - a^W ^o ^ "� N- i W 14 N27°53'ST E --- 1&04' --: �^ 1 dN53°07'48' 0.00' 9. ---2 10 lyl� a 13 - 1 5.00' `/(� 14 an 23 N 1 14 ;mN y N 1 4=180.00,00*E 2.50' 17,85' --- '- 1 -_ -- - - - _ I 1 N27°53'ST E --- 10.41' ---: g :...:-. •.-. ^ 1 4=116-75'04- 2.00' 4.06' zig ,... ;.. :-, -._-., .-... .. , ..:;, 2 N27°53'ST£ 5.00' --- I 14 18 1 1 20 II I ^ IJ W m RIVERSIDE COUNTY ROAD I Z IMPROVEMENT STANDARDS CONSTRUCTION NOTES.• I I N CONS7RUC77ON NOTES' &SPECIRCA77ONS I I �SURFACE IMPROVEMENTS• SURFACE IMPROVEMENTS• STANDARD f SYMBOL I I + Q W ry hk .j ry; 16 RELOCATE EXISTING SIGN 1 CONSTRUCT TYPE'A-6' CURB&GUTTER-6' FACE------ 200 ♦ .� • 2 CONSTRUCT TYPE'D' CURB 6' FACE--------------- 204,205 17 RELOCATE EXISTNG CATV VAULT 3 CONSTRUCT A-C PAVEMENT------------------------ 18 RELOCATE EXSTING TELEPHONE MANHOLE 4561- 4 CONSTRUCT P.C.C.SIDEWALK------------------------ 400,401 19 RELOCATE EXISTING HANDHOLE N 4 R/W ..:::.......... 6 CONSTRUCT CONCRETE DRIVEWAY APPROACH------------ 207 0-RELOCATE EXISTING ELECTRICAL RISEROy- ``gg1� 2 ✓ 7 CONSTRUCT CURB RAMP(CASE A-2)------------------ 2 ® 0-RELOCATE EXISTING WA7ER RISER 6 8 CONSTRUCT CROSS GUT7£R LAYOUT------------------- 209 22 RELOCATE EXISTING IRRIGATION VALVE 9 CONSTRUCT A.C. OVERCAY-------------------------- �.O . 10 REMOVE EXIS77NG CURB&GUTTER------------------- 23 RELOCATE EXISTING RECLAIMED W47ER VALVE PEE�+ DETAL SCALE.. 1 DRI VEWA Y 11 REMOVE EXIS77NG SIDEWALK------------------------- 24 REMOVE EYJS77NG CURB INLET SC 13 REMOVE EXISTING 7REES--------------------------- 25 REMOVE IXlS77NG S70RM DRA#V PIPE 14 RELOC47E EXISTING HANDHOLE----------------------- 27 RELOCATE EXIS7/NG 7RAFFTC SIGNAL MARK REWSIONS APPROVED BY DA7E BENCH MARK CER77RCA77ON PREPARED BY: °E�GNrR: 0 o7E4S/ q� ItJ. CITY OF LAKE ELSINORE ELEVATION.* 1400.873 DATUM.•NAM 19 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE W11H THE QR aY SHEET 2 DA7E• 1970 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND ��`� oi3t Pfq„ Fy STUART ENGINEERING DRAWN: RIVERSIDE COUNTY D£SIGNARON.•E-14-70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE rn e" 7525 METROPOLITAN DRIVE STE.308 IMPROVEMENT PLANS FOR: DESCRIPTION. 2.7 MILES NORTHEAST ALONG RAILROAD CANYON N. =2 m - SAN DIEGO, CA 92108(619)296-1010 M.R.B. 8 ROAD FROM THE INTERSECTION OF RAILROAD CANYON ROAD AND /� ���1._/G E., a-a1-°7 X AX(619)296-9276emaihse®stuartengineering.com STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD ! /'y'" •"a 4 �s * * °^6_ CANYON HILLS MARKETPLACE ', '�'� 1853CANYON 73 E,ROAD, 1.0 FEET NORTHEAST THEAST OF A MARKER POTHAEST OF POKER ST A BRASS ROBERT MOEHUNG,RCE N0. 63056 DA>F �qrF E o�`�P T' ,1°a NO*: CDR NO. 2004-2 & 2004-10 FILE N0. �.w •2 oS 05 �b) DISK SET IN THE 70P OF CONCRETE POST£--14-70 CITY ENGINEER OF cA��F DA7E CITY OF LAKE ELSINORf STUART PEACE,R.C.E.N0.27232 248-04-03 AS BUILT L ` y i I I t f -T t I n N + S v D o m 1450— ^ w^ " $ $ $ g a�gZiM -3 !- _ -1 s 1450 TO!" A� �N'�� -$ .'W _.' i ( - — LEFT CURB _ -L N ^N. Vie° + a h i 3s'CRATE INLET :-_' t— RIM=144563 !_� 1440— } - -i I _ 1 -I _.... i _.� T f .1 j i _ MOD/FY TOW PORTION � j�- t .__ ._ • i, •. _. _,-t_... . o a t. _ _. t_. -� OF EXIST CURB INLET Q - 0 39.27%4=9.82' ` _ INTO SO.MH 11 RCFC(MH 251) m o EXIST.GRADEO� 125+66.23 + a+ttpp + TOP=1441.30 z t N Q --i-{- f -j-j--r "- �^ $ h � w^ N N } � � TOP OF j 1450— + 7 1 '_ <zx CURB.._.;_.. i L:�! —L— E XIST GRADE®� _ — 100 { DOST.36'RCP I PUBLIC - + HGL— — - _�—! — -9 9 PRI VA TE _ 1 - _ jj L�11= �f �21q(13so oIt �� I se.35%4=9.SB' _ f24t00 125t00 -_! _126+00 ____I __1 _. .127t00 _ __t-_I -:-' 1 _- _ 4'RGP o zz 135o D N1E=1434.14 --_ 1 � �_ __..;_.___._.______,_, mo( t j 1 n - W l I_I r. 14JO � 1450— j j 7 W CUR jj _RAILROAD CANYON ROAD 1- PROFILE STORM DRAIN L/NE"C" _SCALE•;HDZ 1._40,..VERT-.1'=8, SCALE HORIZ 1 =2 VERT 1 =4 i CURB RETURNS i j 111- i fi I Ir I _....__,.._ SCALE. HDIZ. 1'=20' V13tT. 1'=4' - F I ' ' I I t k - RIVERSIDE COUNTY ROAD j CONS7RUC7T0N NOTES• &SPEGFf7CAnOSNT�DARDS STANDARD 1 SYMBOLS ,�►� � SURFACE IMPROVEMENTS• sco: 0 1 -CONSTRUCT TYPE'A-6' CURB&GUTTER-6' FACE----200 3 CONSTRUCT A.C. PAVEMENT------------- 0 CURB DATA N0. BEARING £LTA RADIUS LENGTH TANGENT REMARKS CONSfiY1CTP.C.C. S/DEWALK-------------400,401 ----- ' 1 d-90°p0'00' 25.00' 39.27' 25.00' 6'TYPE'A-6' CONSTRUCT LOCAL DEPRESSION------------311 � 2 d=871 53'40' 25.00' 38.35' 24.10' �L RELOCATED AIRS"HYD PER EVMWD IMP.PLANS ° S 3 d-04'01'46' 1859.00' 150.20' 25.22' / 7aCDSIRUCT CURB RAMP CASE-A-----------403 ® 4 d-14°01'46' 205.00' S0.10' 2522' ' 7 1 7 ® v SL�A/N BaCONS7RUCT GROSS GUTTER LAYOUT----------209 5 4=09°55'S6' 20500' 35.54' 17.81' ' 8 •-_... _ 51 - 9aGRIND2' B£LOW FINISH-------------- 2 '� N 21 SLOPE SURFACE&OVERLAY AC 4 _ _ 4 STORM DRAIN DATA REMOVE EXISTING CURB&GUTTER----------- NO.. BEARING ELTA RADIUS LENGTH REMARKS 11 REMOVE EYIS77NG SIDEWALK-- 1 N22°56'S7'E --- 51.94' 24'RCP -- -- �, 14 RELOCATE EXISTTNG HANDHOLE ----------- CV ^ 15 �O 9 3 2 1p 3 15 RELOCATE EXISDNG FIRE HYDRANT---------- Z 6 �' ^atit' 19 11 16 1 5 4 / 16 RELOCATE EXISDNG SIGN-------------- W 125 16 10 11 5 f 19 REMOVE EXISDNG STREET LIGHT -- 126 0-RELOCATE EXISDNG TRAFFIC SIGNAL PER SIGNAL PLANS--- ti 727 RIVERSIDE COUNTY ROAD -- - IMPROVEMENT STANDARDS Q RAILROAD CANYON ROAD a & NDARCAnONs i : STORM DRAIN IMPROVEMENTS STANDARD 1 N y 7 N m M 0 51 CONSTRUCT CATCH BASW--------------300 n W n * ^ o y 52 MODIFY TOP PORDON OF EXIST. CURB INLET ---- m W IN70 STORM DRAIN MANHOLE 11 RCFC(MH-751)- N NCONSTRUCT 24' RCP--------------- . I � PLAN SCALE.- I'=40'HDIZ. MARK REVISIONS APPROVED BY DATE BENCH MARK CER11FlCA77ON PREPARED BY: DESIGNER: °FESS' CITY OF LME ELSINORE RELbC97E STOR/11 O /N G/NEC 1� ELEVATION: 1400.873 DATUM.,NAVD 29 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W17H TIE �R °A'q� A J. SHEET 3 DATE: 1970 APPROPRIA7ECONDITIONSOF DEVELOPMENT AND/OR CITY AND `wy�PRT r Fy STUART ENGINEERING DRAW c/.S. RIVERSIDE COUNTY D£SIGNA7/0N.. E-14-70 STATE LAWS AND HALE BEEN FOUND ACCEPTABLE y 7525 METROPOLITAN DRIVES TE. 308 DAB IMPROVEMENT PLANS FOR: 8 DESCRIPRON: 2.7 MILES NORTHEAST ALONG RAILROAD CANYON c� No.27232 m SAN DIEGO,CA 92108 619 296-1010 M.R.B. ROAD FROM THE INTERSECRON OF RAILROAD CANYON ROAD AND f �y,J_ / - z Exp.3-31-07 a F X(619)296-9276 emcil.•se®Stuartengineermg.com OF TITS STA7E HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD /w"�"•�-O g g �5 * * fj _ CANYON HILLS MARKETPLACE CANYON ROAD,6.0 FEET SOUTHWEST D POWER POLE 1 ROBERT MOEHLING,RCE NO.. 63056 DA7E �T9 p�'P Gc�C� -Z¢-o� ,,�NO.: CDR N0. 2004-2 & 2004-10 FILE NO. 1853732E, 1.0 FEET NORTHEAST'OF A MARKER POST,A BRASS CITy ENGINEER rP OF CpUE° tt 1 DISK SET IN THE TOP OF CONCRETE POST E-14-70 - CITY OF LAKE ELSINDE STUART PEACE, R.CE.NO.27232 DA7E 248-04-03 A BUILT �� i CATCH BASIN/I r _I--•-_` ' RCFC CB100 •_'___.,-. _ _ - .. _._, "--t--t-HI 1--:-__I._..r__; _.._ _' - - - - 's - - - 50 CC cA ION HILLS ROAD , ( I -I —�' ry ul -4 i�p'i t I I ( ^! { } i I �AU6/O 7ERMAlN v i s i 1 t_ --;-. ._--_ I _ _ 7O REMAIN UNDISTURBEDSEE PRI VA C STORM DRAT --- I'-. a PLAN FOR CONTNUATIONN 14�14- �-..._i_ SAWCUT RCP PIPE AND ¢ - ; ' .._..._,_ .-- , 1-+-..•._ -..__, -7- ---- I t REMO EXIST CATC18ASIN � "t-, 1440 AND EXCESS PIPES _ - - 770p OF EXIST 33'RCP - - <-5,-m 030.80X W HGL �, ,"'i a a '� a `v'? 1450 -_ 3. Exlsr. u'RGpi®9.89 CURB / Omo=51.48 L'FS ✓m-9• _ _ _. _ - _ 89 VA P 42.1�R 24 fPVC _-_ ROFILE,' PRIVATE STORM DRAIN f _ I a �3 q o I ¢ 11 .-- e 2 - o ❑ -a SCALE. HORIZ. 1'=10', PERT. 1'=4' 39.42'4=9.86' 71 »o m 42.21 4 o a� - 1450 - 1450 a a � a 1450 - I 0 J7.JI 4 .-_ __.. t.... v W. �._._._ _ t_- -- - _. r. a a 5. -j- ❑ CURB a h W CURB CATCH BASIN ! cO ! I 1 I { SD,CMANHOLE/1-5, PER DWG 300 - 7-.1_' _ - �--;--j•_-t- - �_ IX-CANYON HILLS ROAD.. RCFC(MH.15I L M N M yy j-..- '__.',___j -_!._ _ TOP=MEET EXIST. - 0.5X N a as ^ ^ j ; i PAVEMENT f - - CANYON 1HzoLS�RROAD — — ^ — — t F , I ^ xaiCAUTIO_ :__ ._._._ ,_..,_ _:- _- -- - - - -- - -- EXIST. 16'WATERIRBED _-3 7' 6' --- -_t_ --�--ry----' - --- - TO REMAIN UNDISTURBED _ — — 14 9 ' —•—�—f_ _ - i `— 1440 � f_� 4 0 E EXISTCATC I ' � t AND EXCESS PIPES CURB RETURNS —�--F { a , — —' r BASIN - + SCALE:HORIZ 1 =20, VERT, 1.=4, -- S -- HGL =12.33 _.. .- . /� LaryST.33'RCP 01.00X rm. � 51.48 Km v�i - s O;•�G180X ..�. , 1 -71 t --• -17 .. - -I l___.` ' '__ --Y _r___-- _ ._:--_„.I_' n wit j - - - f { - — - .�._ i �i + I _':_� PROFILE. STORM DRAIN LINE"A W 21.57�24•RLP ...._ f I I f-f { ! I ; -_SCALE.• HORIZ. 1"=20', VERT. 1'=4' 02.55X(1350-D i — — — _ 6 STD CANYON HILLS ROAD - --I l 51 m CAUTION!! s4 � 4+07.4s EX1S]7NG 16'WATER MAIN 4595PE PCR _ o W m v TO REMAIN UNDISTURBED T CAP£ATST.IRR.SERNCE R + 1— (8) 11 4+10.95-7' y¢ a h o r ru ^ /U v i ry �. �7CH BASIN 300 >y N -1--- ----� - - s uo 26 11 7 46 \ PRI✓A7E / 24 _ _ .. h -o -- 6 _ , 47 _ — STORM DRAIN 48—2.'I SL OPE x 12 7 \ -48 - - 4 50 - _ DAYLIGHT J ��S = i - - - - - - - - - - - - - - - 4 ^ 25 RIVERSIDE COUNTY ROAD - CURB DATA IMPROVEMENT STANDARDS 4 + 2f B[:ARING ELTA RADIUS LENGTH TANGENT REMARKS CONSTRUCTION NOTES:• &SPECIFICAAONS 1 6-01'19'29' 1954.00' 45JB' 22.59' 6'TYPE'A-6' SURFACE IMPROVEMENTS* STANDARD j' SYMBOL 48 ' ( 2 d-85°3002 25.00' 37,31' 23.11' �1 -CONSTRUCT TIPf A-6'CURB k CUT7ER-6'FACE---200 I �� 3 d-96°44'26' 25.00' 42.21' 28.13' - I �.--- 1 4 d-89°42'31' 25.00' 39.14' 24.87' a CONSTRUCT P.C.C. SIDEWALK-----------40Q401 5 d=90°23'OB' 2500' 39.44' 25.15' S CONSTRUCT LOCAL DEPRESSION----------311 -- _ I STORM DRAIN DATA 7 CONSTRUCT CURB RAMP CASE-A---------403 FOR STORM M SE - I CON 7INUADON SEE N0. BEARING ELTA RADIUS LENGTH TANGENT REMARKS �CONSTRUCT CROSS GUTTER-----------209 &SPECIf7CAT)ONS ROAD 1�REMOVE IXLSANC CURB&CUTTER-------- GRADING PLAN FOR 1 NOB°21'2T W 2L5T -- CANYON HILLS ® S7 I I I MILE NETPLACE CO O. IMPROVEMENT STANDARDS 11 REMOVE LYISTTNG SIDEWALK----------- CD I I I STORM DRAIN IMPROVEMENTS: STANDARD/ SYMBOL 12 REMOVE EXISDNG CROSS GUTTER ------- \ 51 CONSTRUCT CATCH BASIN-----------(300) � 24 REMOVE EXISTING CURB INLET ------- o-SAWCUT EXIS77NG S.D.PIPE TO FIT S D MANHOLE-- _ 25 REMOVE EXIS7TNG STORM DRAIN PIPE-------- I I 26 REMOVE DUSBNG WATER METER AND METER BOX_ 54 CONSTRUCT MANHOLE/1 L=5----------RCFC(MH251) ❑❑ MARK REVISIONS APPROVED BY DATE BENCH MARK LERAFICAHON PREPARED BY- DESIGNER. EIfVA7T0N: 1400.873 DATUM.'NAVD 29 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE QftOFESSlplq A. CITY OF LAKE ELSINORE5YEET 4 DATE,- 1970 APPROPRIATE CONDl77OYS OF DEVELOPMENT AND/OR CITY AND ����y,JtRT �'q-�c^y STUART ENGINEERING DRAWN: RIVERSIDE COUNTY DESIONA770N.' E-14-70 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE y e` c+ - 7525 METROPOLITAN DRIVE S7E-308 IMPROVEMENT PLANS FOR: 8 DESCRIPTION.- 2.7 MILES NORTHEAST ALONG RAILROAD CANYON No.272,7p m SAN DIEGO, CA 92108(619)296-1010 MR.B. ROAD FROM THE INTERSEC77ON OF RAILROAD CANYON ROAD AND / Exp.3-31-G7 z X(619)296-9276 emoilae®stuortengineering.com STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD .�- os * * 1 °A CANYON HILLS MARKETPLACE OF ' CANYaV ROAD,6.0 FEET SOUTHWEST OF POWER POLE{ ROBERT MOEHUNG,RICE NO. 6V56 �/ DA7E qr , ��aP /1/\,� /-Z 6-24-OS CDR N0. 2004-2 & 2004-10 ��NO 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST,A BRASS CITY ENGINEER P OF CA1-k �'VL(•� �P Boa NO.: 05�I fp DISK SET IN THE TOP OF CONCRETE POST E-14-70 CITY OF LAKE ELSINORE S7UART PEACE, R.C.E.NO..27232 DAIE 248-04-03 AS BUILT WORK TO BE DONE NOTES FURNISH AND INSTALL STRIPING,SIGNING AND PAVEMENT MARKINGS AS SHOWN AND NOTED. 1. STRIPING SHALL BE'CAT-TRACKED"AND APPROVED BY THE CITY ENGINEER PRIOR TO FINAL PLACEMENT CONSTRUCTION NOTES: OF STRIPING AND LOOP DETECTORS. STANDARDSPECIFICATIONS 2. REPAINT EXISTING RED CURBS IN ADDITION TO THOSE AREAS SHOWN ON THIS PLAN. 3. CONTRACTOR SHALL REMOVE ALL CONFLICTING SIGNING ANG STRIPING. SHALL BE REMOVED BY WET SANDBLASTING AND APPLYING SAND SEAL. 1O FURNISH AND INSTALL NEW SIGN. CALIFORNIA DEPARTMENT OF TRANSPORTATION,'MANUAL OF TRAFFIC CONTROLS 4. PAINTED TRAFFIC STRIPES(TRAFFIC LANES)SHALL CONFORM TO SECTIONS O2 INSTALL 10'WIDE CROSSWALK IN THERMOPLASTIC. FOR CONSTRUCTION AND MAINTENANCE WORK ZONES". 84-1'GENERAL',&84-3'PAINTED TRAFFIC STRIPES&PAVEMENT MARKINGS'OF THE CALTRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 03 INSTALL IT WIDE UMIT LINE IN THERMOPLASTIC. STATE OF CALIFORNIA,DEPARTMENT OF TRANSPORTATION,STANDARD SPECIFICATIONS, 5. CONTROL OF ALIGNMENT AND LAYOUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SUBJECT O4 INSTALL'SIGNAL AHEAD'PAVEMENT MARKINGS IN THERMOPLASTIC. TO APPROVAL BY THE ENGINEER. O5 EXISTING SIGN TO REMAIN. `gR^ 6. GLASS BEADS SHALL CONFORM TO STATE SPEC.NO.8010-21C-22 TYPE II. STANDARD DRAWIN VSi..ti/ O6 RELOCATE EXISTING SIGN AS SHOWN. 7. COPIES OF STATE SPECIFICATIONS FOR WATER BORNE TRAFFIC PAINT AND GLASS BEADS MAY BE OBTAINED FROM THE TRANSPORTATION LABORATORY,P.O.BOX 19128,SACRAMENTO,CA.95819-0128, O REMOVE AND SALVAGE EXISTING SIGN. I CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS. TELEPHONE(916)227-7291. O INSTALL TYPE IV(LT)ARROW IN THERMOPLASTIC. CITY OF LAKE ELSINORE STANDARD DRAWINGS. 8. THINNING OF PAINT WILL NOT BE ALLOWED. 9 INSTALL TYPE IV(TIT)ARROW IN THERMOPLASTIC. , 9. THE CONTRACTOR WILL BE REQUIRED TO INSTALL TRAFFIC STRIPES AND PAVEMENT MARKINGS AND INSTALL 10 REMOVE EXISTING STRIPING IN INTERSECTION. RAISED PAVEMENT MARKERS PER CALTRANS STANDARD PLANS. 11 JOIN EXISTING STRIPING. 10 PAVEMENT MARKERS SHALL CONFORM TO SECTION 85'PAVEMENT MARKERS'OF THE STANDARD 12 REMOVE EXISTING STRIPING AND PAVEMENT MARKINGS. SPECIFICATIONS,AND THESE SPECIAL PROVISIONS. 11 PAVEMENT MARKER HEIGHT SHALL BE 0.70-INCH MINIMUM. "LOW PROFILE'TYPE MARKERS WILL LEGEND NOT BE ACCEPTABLE. 12 REFLECTORIZED PAVEMENT MARKERS SHALL BE INSTALLED IN ALL LANE LINES AND CENTER LINE STRIPING. R63 13 ALL SIGNS SHALL BE ALUMINUM WITH 3M HI-INTENSITY-TYPE REFLECTIVE FACE OR EQUIVALENT. NEW SIGN LOCATION p 14 ALL STRIPING AND PAVEMENT MARKER INSTALLATION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. R13 EXISTING SIGN LOCATION 15 THE LOCATION OF ALL TRAFFIC STRIPING AND SIGNING SHOWN ARE ONLY APPROXIMATE AND THE EXACT O CONSTRUCTION NOTE LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER IN CONJUNCTION WITH THE CONTRACTOR. 16 ALL PAVEMENT ARROWS SHALL BE PER CALTRANS STANDARDS. 31 STRIPING DETAIL(PER CALTRANS STANDARDS) SEE SHEET 6 FOR SIGNING AND 17 USE THERMOPLASTIC FOR ALL NEW MARKINGS,LIMIT LINES,CROSSWALKS AND STRIPING. STRIPING MODIFICATIONS IN THIS AREA 18 PAINT ALL RAISED MEDIAN NOSES YELLOW AND INSTALL R7 SIGN&TYPE INMARKER. EXISTING MARKINGS RAILROAD CANYON ROAD 19 EXISITING STRIPES AND MARKINGS SHALL BE RESTORED TO ORIGINAL CONDITION. NEW MARKINGS PL ' R26(S) R26(S) O) 3 OS) 5 _ R26(S) ® (ON ST.LIGHT) (ON 5T UGH O R26(S) 350'TO �LIMIUl- W41 ati A a CURB J G I I tar 39A 10 _ 2 9 — 4 CURB R70 oN 41 o — o D 10— GJ 11 2 '-agETAIL 39Ai C / O R26(S) O 7 E 10 R86(S)O O R81 �'A I 41 — _ (ON ST.LIGHT) `' 9 (ON ST. JR O7 R26(S) E R41 R81(S)Q CANYON HILLS ROAD TYPENMARKER I 8 x (ON SIGNAL I m I 45'-DETAIL O STANDARD) 80-DETAIL 8 O 1 R2(45) RAILROAD CANYON ROAD _ CURB SEE SHEET 6 FOR SIGNING AND STRIPING MODIFICATIONS IN THIS AREA NOTE: THIS PLAN IS ACCURATE FOR 1 SIGNING AND STRIPING ONLY. MARK RENS/ONS APPROVED B DATE BENCH MARK CER77FICA FION - DESIGNER: _ I L Z Q Q£YAIION: 1400.873 DATUM.- NAVD 29 THESE PLANS HALE BEEN RENEWED FOR COMPLIANCE WITH THE PRE / - -- ----- RHO CITY OF LAKE ELSINORE SHa7 5 DATE.' 1970 APPROPRIATE CONDIAONS OF DEVELOPMENT AND/OR CITY AND H' Fy TRAFFIC AND TRANSPORTATION ENGINEERING DRAYM: RIVERSIDE COUNTY DES/GNA BON: VE E-14-70 STATE LAWS AND HA BEEN FOUND ACCEPTABLE ti c RCE SIGNING AND STRIPING PLAN FOR.' DESCRIPTION. 27 MILES NORTHEAST ALONG RAILROAD CANYON � N.3u1P = 9255 Dlu-ory OR LA t=sn,cn.91941 RC � 8 ROAD fROM THE INTERSECRON OF RAILROAD CANYON ROAD AND / (1 Exp.9-30-05 W.589-9151 (ax 9209 STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD (�.��- -.�-�� t F <s * * -;_=� D"���� CANYON HILLS MARKETPLACE CANYON ROAD, 6.0 FEET SOUTHWEST OF POWER POLE IF ROBERT MOEHLING/RCE.6305� DA `�` S 1853732E, 1.0 FEET NORTHEAST OF A MARKER POSF A BRASS GTY fNG/NEER 91�. pR� RICHARD H. CRAFTS R.C.E. 34512 JOB NO: PA3—TRACT J0496 FILE No. Dl5/(SET IN THE TOP OF CONCRETE POST E-14-70 CITY OF LAKE ELSINORE OF OpL1f REGISTRATION Iq�>a-3o-os �+ry 29300 �J D S/1rTT 1, S I L� LEGEND: FRF31 h NEW SIGN LOCATION R13 b EXISTING SIGN LOCATION \\ I g I I - -- CURB O CONSTRUCTION NOTE 1 ®Y 60'-DETAIL O I ® 7tOI 60'-4"SOLID WHITE 31 STRIPING DETAIL(PER CALTRANS STANDARDS) I /6` O R26 8 13 13 C p Al 81 v EXISTING MARKINGS 1- DETAIL T6 P�1�� B 10 10 13' 13' 1 5 R26D � KKC-��•�'��CC.'"�.�- .. NEW MARKINGS 9 - I O O R81 Q 5 4 I R78-1 - - CURB IIII O R1 I 200'-39A _— 38-- 10 E 10 6 1 R41 15' 15' 1 J 9 T 2 3 y R2(50) R26 S \ g I---r--- 9 R81 _ 3aN o - _- , = 12 8 S 7A TYPE 124 m o o y � E 38 9 x 9� 38A— CURB 5 B — � v � E fno0 —' � 5 s o�y BV —1 B 10 ROAD RAILROAD CAN E S EETSFO IG ING NDI YON � 1O R781 O6 "TRUCK ROUTE" �Lp1i� 1� STRIPING MODIFICATIONS IN THIS AREA p6oE..TR "TRUCK ROUTE" '�TLRE4«" CANYON HILLS ROAD W41 O O "300 ft" O 'TRUCK ROUTE" 6 CONSTRUCTION N0109• 38A R18-1 TRUCK REGULATION SIGNS 1O 39 FURNISH AND INSTALL NEW SIGN. C� 9 g 10 � � 2 INSTALL 10'WIDE CROSSWALK IN THERMOPLASTIC. CURB _ 10 O3 INSTALL 12"WIDE LIMIT UNE IN THERMOPLASTIC. =� 4O INSTALL"STOP'PAVEMENT MARKINGS IN THERMOPLASTIC. 14 �y IN,., T� g EQ O5 EXISTING SIGNING AND STRIPING TO REMAIN. Di 70 13 B N CURB 5 O RELOCATE EXISTING SIGN AS SHOWN. --- v W50 1P4 m W71(2-112) ® 0 REMOVE AND SALVAGE EXISTING SIGN. 3 �� so o s. 0 INSTALL TYPE IV(LT)ARROW IN THERMOPLASTIC. 6" 2 --- 0INSTALL TYPE IV(RT)ARROW IN THERMOPLASTIC. REMOVE EXISTING STRIPING AND PAVEMENT MARKINGS. 11 JOIN EXISTING STRIPING. - 12 INSTALL TYPE VI LANE DROP ARROW IN THERMOPLASTIC. I! INSTALL"BIKE LANE"MARKINGS IN THERMOPLASTIC. RAILROADCA / 14 EXTEND LANE STRIPING TO NEW CROSSWALK. NYOI� ROAD � I � EE SHEET 5 FOR SIGNING AND I TRIPING MODIFICATIONS IN THIS AREA CANYON HILLS ROAD NOTE: THIS PLAN IS ACCURATE FOR SIGNING AND STRIPING ONLY. MARK REI4SIONS APPRO BY DAZE BENCH MARK CER77FICA 77ON DESIGNER: ELEVATION: 1400.873 DATUM'NAM 29 THESE PUNS HAVE BEEN REVERED FOR COMPLIANCE WTH THE Q�FESS/ ^ r - - - RHC CITY OF LAKE ELSINORE S''� 6 R - U l t' 2 DATE.* 1970 APPROPRIATE COVDl71CNLS OF DEVELOPMENT AND/OR CITY AND �'v� R• Mtn K C TRAFFIC AND TRANSPORTATION ENGINEERING DRAWN: R1V£RS1DE COUNTY DESIGNATION.•E-14-70 STATE LAWS AND HAVE BEEN FOUND A COT TABLE h 2c I SLGNING AND STRIPING PUN FOR: 8 - DESCRIPAON.•27 MILES NORTHEAST ALONG RAILROAD CANYON A' / c� No.34512 m 9255 DILLON DRME,IA MESA,CA.91941 RC ROAD FROM THE INMRSEC770N OF RAILROAD CANYON ROAD AND �/7 / 8 es K Exp.9-30-05 a tei.589-9151 �J/'rPx Bs_�09 FA j CANYON HILLS MARKETPLACE OF STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD / le "�""""l- 'R' * /��-P 6 22105 r CANYON 1 53732E;O1.0 AD, 6.0 FEET SOUINK-ST OF POKER FEET NORTHEAST OF A MARKER POS r A BRASS CITY EmCIN�EHLINC+, RCE.63 A7E s �OF"CAUFO�?�P RICHARD REpSTRA ON /:o-�05 512 JOB No.: PA3-7RAC7 30496 FILE NO, DISK SET IN THE TOP OF CONCRETE POST E-14-70 CITY OF LAKE ELsNORE owdcs 29300 05,165 a�O �, C r: PHASE 0`r/�ilIYW�/I�Il W0 w✓�/L E (ALL NEW M III CONDUCTORS P CONDUIT SIZE AND RUN ,❑ INSTALL NEW TYPE D LOOP DETECTORS AS SHOWN.ABANDON EXISTING LOOP DETECTORS. GROUP A GROUP f3 AWG SIZE H �2 AT LOCATION OA,ADD 06 PED HEAD.REMOVE EXISTING 07 VEHICLE HEAD.REMOVE AND SALVAGE EXISTING _ 3 ` OR A POLE 5 5 3' 3" 3' 3' .5 5 R96&R96A SIGNS. F 'I` CABLE TIP£ S pRCUIT 1. TRAFFIC SIGNAL AND UGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS 1 4 SECTION 86,AND STANDARD PLANS(DATED JULY 2002).APPLICABLE CITY OF LAKE ELSINORE AND THE SPECIAL ❑3 AT LOCATION DO,RELOCATE 2OWN STANDARD TO LOCATION©,/ITH NEW 25'SMA.FURNISH AND INSTALL Z �. l �k S4P E III I I NEW TYPE 15 STANDARD AS SHOWN AND NOTED. 02P �wI'Y i3, �r 0. 1 CAB POLE-A PROVISIONS FOR TRAFFIC SIGNAL AND HIGHWAY LIGHTING INSTALLATION IN THE CITY OF LAKE ELSINORE. I I I III I O AT LOCATION 0,ADD 03 VEHICLE HEAD. 01 02 03 04 C z C POLE-B 1 i 2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE.THE CONTRACTOR SHALL DETERIMNE THE I III I O J 0 POLE_C EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE.HAND DIG FOUNDATIONS UNTIL CLEAR OF ❑5 AT LOCATION©,ADD 41Y SIGNAL MAST ARM AND 08&03 MAS SIGNAL HEADS AS SHOWN.ADD 08 PED HEAD. rltl�f!E(0)5�I FA D POLE-D 1E""' OBSTRUCTIONS.PHONE UNDERGROUND SERVICE ALERT AT(800)422-4133. I 'I 08FU U POLE-E i 1 1 3. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. © AT LOCATION©,ADD 08 PPB.REMOVE AND SALVAGE EXISTING R96&R96ASIGNS. /1C12 PPaLE_6 1 1 1 1 1 1 i i 1 1 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. III I 7 EXISTING NEMA TS2 TYPE 1 SYSTEM CONTROLLER AND CABINET-TO REMAIN.MODIFY FOR PROPER FUNCTION -- 0 ✓ YI f 1 5. ALL VEHICLE NEW AND EXISTING INDICATIONS SHALL BETYPE 1 L.E.D.12"WITH FULL CIRCLE VISORS. I III OF SIGNAL MODIFICATIONS SHOWN HEREON. R POLE-H I III III I ^ 05 06 07 0R TOTAL CABLES-3 CON 12 CON PULLBOXES SHALL BE NO.6 AND CONDUIT SHALL BE 2'RIGID METAL EXCEPT AS SHOWN.ALL SIGNAL HEADS I !./Ay, ® EXISTING METER-TO REMAIN. 10 SAFETY L7GHTINO 2 2 2 2 2 2 2 2 2 AND HARDWARE SHALL BE METAL.ALL RED,YELLOW,GREEN&PEDESTRIAN(HAND,FLASHING HAND,WALKING I III IIII R`y 5 ❑0 INSTALL EVPE DETECTOR PER DETAIL'C'THIS SHEET. 12 /SNS SIGNS - 2 2 2 2 2 - - 2 PED)INDICATIONS SHALL BE LE.D.. ?/$II�' SIGNAL SERVCE - - - - - - - - - 10 AT LOCATIONS©&EO,REMOVE EXISTING 02 VEHICLE HEAD AND INSTALLS-SECTION HEAD PER DETAIL'D° 6. ALL EXISTING STRIPING AND MARKINGS TO REMAIN SHALL BE REPAINTED FOR A DISTANCE OF 30U FROM BACK I I I THIS SHEET. TOTAL CONDUCTORS 2 4 4 4 4 4 2 2 4 OF CROSSWALK ON ALL APPROACHES. 11 REMOVE AND SALVAGE EXISTING IISNS AND REPLACE WITH REFLECTIVE SNS PER CITY SPECIAL PROVISIONS. 01 1 1 1 1 7. STREET NAME SIGNS SHALL BE REFLECTORIZED,WHITE LETTERS ON BLUE BACKGROUND WITH CITY LOGO AND 02 5 5 "CITY OF LAKE ELSINORE'BELOW STREET NAME.SEE SPECIAL PROVISIONS. /\ I �I 4 O 12 INSTALL BATTERY BACKUP SYSTEM(BBS)IN AN UNPAINTED ALUMINUM CABINET ON SIDE OF CONTROLLER ( tj _ - - CABINET PER SPECIAL PROVISIONS. TYPE B' 03 1 1 4 4 `� - `_ 3 _ _ _ _ _ — — - 1-1/2'C.,INSTALL 2-DLC 04 4 4 4 4 4 AB DLC 05 1 1 6 '_ BC 06 2 4 4 4 4 - - - -�- -�� - . 07 1 1 1 1 1 1 1 -' 0 �- - - 08 1 1 8 8 —� - 0 — — _ _ _ _- — — EXISTING 1-1/2"C.,1-DLC TOTAL DLCS 5 5 7 )0 ]0 12 6 17 7 12 — - _ - INTERCONNECT CABLE 1 1 i 1 7 1 1 _ — — — — _ E✓.R CABLE — — - 08 O= _ AS <<� \ o m ,� 06P o III I I 1 PIS I III III I I� I I ' , ( II I)L\(=N- - -- O� 01&S EVPE AILROAS-- A IV ROA �i � 0, 124 - 'I \I AA nn y'� II 05 (ORNE _ 9 i ( ❑ 2 O 2&5 EVPE i r - II I �s III III I — — — — — — — — — — — — — — — — — — 4oa TO BCR _ _ III 02 r r 1I II III I — G L J'I I' — � I �J I Il,u II III III I oo�\ Ii EXISTING I-1/2'C.,INSTALL 3-DLC \11 I III III o - - I \ 01 III 111 I 9 I 0 02T� 02 OU1 m/2 1y3 ) y 04P 1 O B A -A - _ EXISTING�I�gS4� I --- 03 CONDUIT n'' 4 02P p T O 1-1/2'C.,3DLC I BC 5 \ I� / / L CB g / 71'r /� tj TYPE"E"LOOP.G DIA.(TYP).LOOP WIRE 1 i w SHALL BE TYPE 2.LOOP SEAL COAT SHALL POLE SCHEDULE G I III II I�I �I SXNG I N;6 * BE HOT MELT RUBBERIZED ASPHALT PER STATE I {- EXI LL 1- 2- A B.C.R. STD.865.01 A(5). O 7 POLE LOCATION ,0' �3' STANDARD PEDESTRIAN SEE DETAIL A Q Na LUMINA/RE VEHICLE 57ONAL MOUN77NC SIGNAL PPB SNS REMARKS I (�/ /�Q\ _ _ _ TYPE MASTARM HPSV _ L1 C/ I_D L-C- k----t - -Va LUM. POLE MASTARM MOUN77NG 0 QUAD ARROW A B `8 I ( �A O 'A' `LANE LINE 1 REMOI,EXISTING STANDARD / /11L. /'1 REMOV£EXIST.R96/R966 SIGN � �1�I I� I O 29-5-80 50' 12' 2.50�v SV-2-TA MAS Sp-f-L5 - - - Jm 1/ETa Rd EXIST EXIST ADD 06 PED HEAD I p NO SCALE 12"WIDE X-WALK OR LIMIT LINE REMOVE EXIST. 07 VEHICLE HEAD p �f-T _ Sp -cS 6 W R - 8. NEW STANDARD Yn'f I ® R /yl� '�' © f-A#10 - - - (^ I I I I II I 11 NO SCALE © 19-3-80 25' 15, 25OW SV-1-T 2-MAS SP-l-CS 6 S L Ra&-W COMM 7,6' l6' RELOCATED STANDARD Z I I I I I 3M'OPTICOM'DETECTOR 0 Y �-s(L � �` I m III II I - c OD TYPE iB - f6' T60j/ 5►�1-T - SP-1-LS 4 W R - -g 3 NEW STANDARD I I O I I III I I AB MI ASTRO I O I $ MREQ AC 11 EVS77NG STANDARD OR EQUAL � YA O 29-5-80 50' 12' 25OW SV-2-TA 2-MAS SP-1-CS 4 TV L G'-3-H&P Rd EXIST EXIST REMOVE EXIST.R73(U-TURN) I III III I MAST ARM INSTALL R73-2 I I 1 I I IIII EXIS77NG STANDARD �O I,I III STAINLESS STEEL BASE GA \\ O TYPE 15 - 15' 25OW S►---T - Sp-I-CS 2 N L - EXIST EXIST INSTALL 03 VEHICLE HEAD O EXISTNG STANDARD I� o I 5-SECTION SIGNAL HEAD © 26-4-80 40' 12' 250W SY-f--T 24AAS SP=f-T 2 N L - EXIST EXIST INSTALL 40'MAST ARM I I I I 1 I I E.V.P.E.DETECTOR MOUNTING DETAIL 9Df ��, rE)aS77NfG H. &PED.HEADS i� DETAIL 'V STANDARD - I,#• 04 /'11L. V SP-I-CS e E R - EXIST EXIST 8 PPB 11 III - I / NO SCALE 0 20' 40' 60' 80 100' H TYPE 15 - 75' 250W SV-2-TA - I _ I 0 NG CENTER .Id' DESIGN ALL VEHICLE SIGNAL HEADS SHALL BE 12"L.E.D.WITH BACKPLATES. aOYX cam' I PV A CONT O ER CABINET GRAPHIC SCALE XXX=EXISTING EQUIPMENT MARK RENSIONS APPR09D BY DATE BENCH MARK CERTIFICATION � , _ ___ _..._. ._. RHC CITY OF LAKE ELSINORE sHE� 7 ELEVA770N: 1400.873 DATUM.,NAVD 29 7HESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE W M INN APPROPRIATE COINDIBONS OF DEVELO°MENT AND/OR CITY AND H' R C E FFlC AND TRANSPORTATION QJGINETRING oapwN: AS- (� O DA7E• 1970 - 7RAfFIC SIGNAL PLAN FOR: STALE LAWS AND HAVE BEFFI FOUND ACCEPTABLE � � RIVERSIDE COUNTY DESIGNA77AV:E-14-70 �? Z 9255 9-91 DR u MES/�CA 1941 RC OF DESCRIPTION,, 27 MILES NORTHEAST ALONG RAILROAD CANYON //J N.p. 34s12 tel.589-9151 1u�� -9209 DATE CANYON HILLS MARKETPLACE SFI ROAD FROM THE 1NffRSEC770N OF RAILROAD CANYON ROAD AND ` °L 9- � 6/22/05 B Q o5 �- * FILE N0. STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD 3' R.C.E. 34512 PA3—TRACT 30496 CANYON ROAD,6.0 FEET SOUTHWEST OF POWER POLE 8 Ro$ERT iMOFHLIN6, RLE& 056 DA 9 . Fo REa RICHARD H. CRAFT S IwIREs 0- os '159 N0' 1853732E, 1.0 FEET NORTHEAST OF A MARKER POST,A BRASS CITY ENGINEER OF CAU 29300 DISK SET IN THE TOP OF CONCRE7E POST E-14-70 CITY OF LAKE EZSINORE AS BO I LT A CONDUCTOR SCHEDULE p CONDUIT SIZE AND RUN GENERAL NOTES NOTES DIAGRAM AWG SIZE y POLE OR GROUP CONSTIRUCTQN GROUP A GROUP B OR A 3' 3" 3' 3' 3" 3' 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS CABLE TYPE S CIRCUIT F� E 1 2S 15\,kA SECTION 86,AND STANDARD PLANS(DATED JULY 2D02),APPLICABLE CITY OF LAKE ELSINORE AND TO THE INSTALLAN ECONOLITE TS2,TYPE 2 ASC/2S-2100 CONTROLLER ASSEMBLY,TELEMETRY,EMERGENCY VEHICLE NOT USED 1 SPECIAL PROVISIONS FOR TRAFFIC SIGNAL AND HIGHWAY LIGHTING INSTALLATION IN THE CITY OF LAKE PRE-EMPT AND APPURTENANCES IN TYPE'P'UNPAINTED ALUMINUM CABINET.SET TOP OF FOUNDATION AT 18" 02P C CABLES POLE-A ELSINORE. ABOVE GRADE.INSTALL BATTERY BACKUP SYSTEM(BBS)PER CALTRANS STANDARD IN CABINET ON SIDE OF O 3 p POLE-B 2. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE.THE CONTRACTOR SHALL DETERMINE THE CONTROLLER CABINET PER CITY SPECIAL PROVISIONS. 01 02 03 04 D N POLE-C 1 1 1 EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE.HAND DIG FOUNDATIONS UNTIL CLEAR OF 2 INSTALL 120/240 VOLT TYPE III-CF SERVICE WITH 120 VOLT 50 AMP METERED SIGNAL CIRCUIT AND SEPARATELY D D POLE-D OBSTRUCTIONS.PHONE UNDERGROUND SERVICE ALERT AT(800)422-4133. METERED 120 VOLT 30 AMP LIGHTING CIRCUIT. U n C C POLE-E 3. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. Z E NOT USED NOT USED p l T 4. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. �3 INSTALL 3"CONDUIT WITH PULL ROPE PER SOUTHERN CALIFORNIA EDISON REQUIREMENTS. O R 'S. ALL VEHICLE INDICATIONS SHALL BE LE.D.12",PULLBOXES SHALL BE NO.6 AND CONDUIT SHALL BE 2"RIGID �4 INSTALL 36"X36"R73-2 SIGN AS SHOWN ON PLAN. TOTAL CABLES-3 CON 12 CON METAL EXCEPT AS SHOWN.ALL SIGNAL HEADS AND HARDWARE SHALL BE METAL.ALL RED,YELLOW,GREEN& 05 06 07 08 L10 SAfETY UGHTNG 2 2 2 2 2 - PEDESTRIAN(HAND,FLASHING HAND,WALKING PED)INDICATIONS SHALL BE LE.D.. �5 INSTALL 36X30'R61-20 SIGN AS SHOWN ON PLAN. 12 ISNS SIGNS 2 2 - - - - 6. ALL EXISTING STRIPING AND MARKINGS TO REMAIN SHALL BE REPAINTED FOR A DISTANCE OF 300'FROM BACK ED INSTALL SURFACE MOUNT WEATHERPROOF ALUMINUM NEMA ENCLOSURE ON THE SIDE OF THE CONTROLLER SIGNAL SERVICE - - - - - - OF CROSSWALK ON ALL APPROACHES. CABINET FOR TELEPHONE INTERFACE ACCESS.MINIMUM ENCLOSURE DIMENSIONS SHALL BE 11'Al I X4"WITH 70TAL CONDUC70RS 4 4 2 2 2 - 7. STREET NAME SIGNS SHALL BE REFLECTORIZED,WHITE LETTERS ON BLUE BACKGROUND WITH CITY LOGO AND 3/4"PLYWOOD BACKBOARD. 01 1 1 - - - 1 'CITY OF LAKE ELSINORE'BELOW STREET NAME.SEE SPECIAL PROVISIONS. �7 02 3 REMOVE AND SALVAGE EXISTING STREET LIGHT.REMOVE FOUNDATION BELOW GROUND LEVEL - - - - - 03 - - - - - - �8 FURNISH AND INSTALL R96&R96A SIGNS ON SIGNAL POLE. - 04 05 - 1 06 07 TOTAL DLC'S 4 4 - 1 1 9 E.VP.CABLE 1 2 1 1 1 3 1NTERCONNECT CABLE ` / I INGXAON STALI YSIC ❑5 2'C.,2-DLC T THEHILL$VVVR61-20 © 8 I OANTafi_ OLLER — — 2'C.,3_DLC — — — — _ �\ 2 C..2-DLC 06 I 04 04 04 T i 06 _ — 04 1 — 06 4 I R73-2 1 f 01&06 EVP 3 I 06 -- - - LIMIT UN — \/ 01 O6 9 e 2 _ - d- -=- -c� - -� - _ _ 05 ' 05 a O TO SCE SERVICE 1 02 02&05 EVP R73(M& ED)-SEE DETAIL'Er _ 02 340' O (3"C.,WITH PULL ROPE) 7 I I 2 CA N YON Hl L L�R 0 NE —� 2'C.,2410,2412 02 TO TELEPHONE SERVICE I �1 (ZC.,WITH PULL ROPE) 2 1 6 8 ,I _ 8 02 _ _ 01 _-- 02P 02 — - - - -- -- —_ --- _ 02P - 4 \ 2"C.,246 211C [-SIC O 5 3 B E 2'C.,1cL RAN 2"C.,2-DLO E - A -A , 6 / TC, 4 PttL_R AO CA O'r\ I ,,Tr--L O - - TYPE°E"LOOP.6'CIA.(lYP).LOOP WIRE 3M'OPTICOM'DETECTOR _t-CA NLI O�J�L LA.S AlALL BE TYPE 2.LOOP SEAL COAT SHALL 11 /�� BE HOT MELT RUBBERIZED ASPHALT PER STATE � STD.86-5.01 A(5). O LC SCHEDULE 04 04 B AB-121 ASTRO L) 10, 3, MINI-BRAG X ui — OR EQUAL PLY£LOCAnav STANDARD SEE DETAIL 'A" A _ _ _ _ _ MAST ARM PmIGNAL N I B.C.R. NO. LUMINA/RE VEHICLE SIGNAL MOUNTING PPB R£FLECIIVf REMARKS MASTARM SIGNAL I -A I LANE UNE TYPE HPSV SN.S STAINLESS STEEL BASE SI& LUM. POLE MASTARM MOUNTING 0 QUAD ARROW A B 12"WIDE X-WALK OR LIMIT LINE S O 26-4-80 40' 15' 25OW - - - et se l�ry STA 5• SV-2-TA 2-MAS _ I 9 E.V.P.E.DETECTOR MOUNTING DETAIL MarKetP 7+17 DETAIL °A° DIETAIL 9 © 16-2-80 20' - - SV-3-TA 1-MAS _ _ _ _ _ STA 3 - NO SCALE NO SCALE DETAIL 'C' 7+82 NO SCALE © 26-4-80 40' 15' 25OW SV-1-T 2-MAS SP-1-CS 2 W L k/� tpt%ce�B'il¢ 8.7' 3' _ OTYPE 15 - 15' 25OW - - - 2 E L - 7.7' 3' 0 1A-10' - - - TV-2-T - S.-1-CS - - - _ 1L4' 3' - /�1 A RK _TPL A CE DRl VEWA Y 973c►#)DFM) ALL VEHICLE SIGNAL HEADS SHALL BE 12"L.E.D.WITH BACKPLATES. j DETAIL °Ds 0 20' 40' 60' 80' 109 NO SCALE GRAPHIC SCALE MARK REVISIONS APPROVED BY DATE BENCH MARK CER77RCA77ON DmolQt - A Ul L,T 2 o ELEVATON: 1400.873 DATUM: NA 29 THESE PLANS HAW BM RENENO FOR COMPLIANCE WITH THE eR° /4Y. RHC CITY OF LAKE ELSINORE SRC- 8 DATE. 1970 APPROPRIATE CQVLNn TRAFFIC OF DEVELOPMENT ANDloR CITY AND H'cq'YF_ R C E FIC AND TRANSPORTATION ENGINEERING FA O RIVERSIDE COUNTY DESIGNATON.• E-14-70 STATE LAMS AND HAW BEDV FOUND ACCEPTABLE iA 7RAfF1C SIGNAL PLAN FOR.• 8 DESCR/PPON:2.7 MILES NORTHEAST ALONG RAILROAD CANYON NP,3a512 9255 DILLON DR u L7 cA stsat RC ROAD FROM THE INTERS£CTON OF RAILROAD CANYON ROAD AND B ? OS Exp.9-30-05 W.589-s 1 Px 589-9209 STATE HIGHWAY 71, 122.0 FEET NOR7HW£ST OF RAILROAD �r * �� °A 122105 CANYON HILLS MARKETPLACE OF SHEETS 185CAN32E ROAD, 10 FEET NORTHEAST OF A MARKER POSrA BRASS p TY�� HLING RLE b3� DAIE `'�9,of�ufo�2�r RICHARD H CRAFTS M.R.C.E.�4512 No: PA3—TRACT J0496 FILE-NO. DISK SET IN 7HE TOP OF CONCRETE POST£-14-70 CITY Qc LAKE a9NORE' std 95.1 29300 (� (O b,, ,. L i