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HomeMy WebLinkAboutTR 31920-1 Off-Site SIP Phase 1 Summerly Mission-Lemon-Olive OFF-SITE STREET IMPROVEMENT PLANS LEGEND OF ABBREVIAMONS AND SYMBOLS FOR T.C. TOP OF CURB H HEIGHT mo EXIST.CONTOUR 2 S U M M E R LY PHASE 1 F.L. GRADE FAEV DWY.AI. DRIVEWAY -100_._ PROP CONTOUR G.B. GRADE BREAK N.T.S. NOT TO SCALE R.G. ROUGH GRADE C.B. CATCH EOSIN — RIGHT OF WAY LAKESHORE DRI SON ROPD TRACT NO. 31920-1 F.S. FINISH SURFACE A.C. ASPHALTIC CONCRETE u SHEET FLOW RATE INV. INVERT OF PIPE A.B. AGGREGATE BASE GRADED SWALE o / V.C. VERTICAL CURVE C.F. CURB FACE CENTERLINE CITY OF LAKE ELSINORE - - SWALE HIGH POINT G00� B.V.C. BEGIN VERTICAL CURVE CSP CORRUGATED STEEL PIPE E.V.C. END VERTICAL CURVE CON FLOWUNEC. CONCRETE A FIRE HYDRANT CA COUNTY OF RIVERSIDE STATE OF CALIFORNIA B.C. BEGIN CURVE G.Y. CUBIC YARDS -'%--� STREET LIGHT EC. END CURVE ELEV./EL. ELEVATION o WATER METER E.G. EXISTING GROUND MIN. MINIMUM 9r P.CC POINT OF COMPOUND CURVEMAX. CATCH EOSIN,!LOCAL DEPRESSION c3 MAXIMUM P.R.C. POINT OF REVERSE CURVE P FORCED CONC.PIPE ---"�- - "' EXISTING EDGE OF PAVEMENT PROJECT P.I. POINT OF INTERSECTION S TYR TYPICAL EP. EDGE OF PAVEMENT L.P. LOW POINT CONSTRUCT AC OVER All � IXSTNG SPOT ELEVATION H.P. HIGH POINT SO STORM DRAIN LEMON STREET B.C.R. BEGIN CURB RETURN DW DOMESTIC WATER �fi^,;/ REMOVE AC PAVEMENT AND EASE EC.R. END CURB RETURN SS SANITARY SEWER M.O.V.C. MIDDLE OF VERTICAL CURVE RW RECLAIMED WATER -____--- TRAFFIC SIGNAL CONDUIT O.C. ON CURB CENTERLINE pTIy PORTION BLVD. BOULEVARD RD. ROAD WIDTH VICINITY MAP BUNDY CANYON W LENGTH AVE. BEET NOT TO SCALE DR. DRIVE CT0V M.H. MANHHOLE GENERAL NOTES J.S. JUN0Lfl STRUCTURE R/W RIGHT-OF-WRY 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOCATION OF ANY UNDERGROUND SHEET INDEX UTILITY PIPES OR STRICTURES SHOWN ON THESE PLANS WERE OBTAINED BY A Qp qn SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF \ LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE \ SHEET STREET PLAN DESCRIPTION ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY,PIPE OR STRUCTURES WITHIN Gj_„8 THE UMRS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL \ 1 TITLE SHEET\ DUE PRECAUTIONARY MEASURES FOR THE PROTECTION R ALL UTILITIES,PIPES \ 2 CONSTRUCTION NOTES AND DETAILS OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR \� 3 MISSION TRAIL STA 34+83.76 TO STA 41+26.61 REPLACED TO THE SATISFACTION R THE GOVERNING AGENCY BY THE M�SION � _ CITY F r CONTRACTOR AT HIS EXPENSE - - - 4 MISSION(RAIL STA 63+76.56 TO STA. 6J+8765 — - - - - - - - _ 5 URUIY PLAN 2. ALL WORK SHALL CONFORM TO CITY CODES AND STANDARD DRAWINGS,STANDARD - - - - - - - - - —— or wpry> - - - - 4 SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWINGS ¢ arror I SHEET SIGNING AND STRIPING R THE COUNTY OF RNERSIDE IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE WI.DOMAR FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. I I I 16 SIGNING AND STRIPING PLAN MISSION TR AT LEMON ST 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS INSPECTOR 48 HOURS T 7 TRAFFIC SIGNAL PLAN MISSION TR AT LEMON ST PRIOR 7-0BEGINNING ANY WORK, CALL FORMPEC71ON AT(951)677-7751 8 TRAFFIC SIGNAL PLAN MISSION TR AT OLIVE ST BETWEEN THE HOURS OF 9:00 AM. TO 4:00 P.M.MONDAY THROUGH THURSO4Y.4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH MANUAL AT ALL TIMES DURING CONSIRUC71ON AS APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 10 HAVE A RESPONSIBLE REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE L NECESSARY RELOCATION R ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. 7HE GRAPHIC SCALE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(U.S.A.)AT 400' 0 200' 400' 800' 1600' 1-WO-227-26W AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. 7 THE CONTRACTOR SHALL B RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA,AND RELOCATION AND COST R ALL EX6TNG UTILITIES SUBDIWDER MUST INDEX MAP INFORM CITY OF LAKE ELSINORE AND CITY OF WILDOMAR OF CONSTRUCTION SCHEDULE ENGINEER NOTICE•PRIOR TO THE BEGINNING OF CONSTRUCTION. 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PUCE PRIOR TO PAVING 1. CONTPAC70R AGREES THAT HE SHALL ASSUME SOLE AND SCALE: 1 n=400' THE STREET SECTION,INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF ELECTRICITY,GAS,AND DRAINAGE FACILITIES. CONSTRUCTION, CSPERSONS AND PROPERTY REQUIREMENT SHALL APPLYON77N000Y NOT BELIMDTO NORMAL LECQEND CITY OF WILDOMAR GENERAL NOTES 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER WORKING HOURS. THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR SHOWN ARE FOR BONDING PURPOSES ONLY. ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT Q =STREET IMPROVEMENT SHEETS CONTRACTOR TO APPLY TO THE CITY OF WILDOMAR PUBLIC WORKS 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN ELEVATIONS VERIFIED PRIOR 70 CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE OWNER R ENGINEER. PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE, NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL THE FORM OF As-sue PEWS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR 2. ALL UNDERGROUND UTILITIES OR STRUCTURES,REPORTED OR FOUND ON CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF IN N THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND CONSTRUCTION AC77VMES FOR THIS PROJECT.ADDITIONAL STUDIES TO EXTENT, THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE AND/OR PERMITS MAY BE REQUIRED. 11. ALL EXISTING MONUMENTATON DISTURBED OR DESTROYED DURING CONSTRUCTIONIMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF SHALL BE REPLACED TO CENTERLINE TIES ARE IT FURNISHED TO THE CET)'ENGINEER UPON COMPLETION OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON THE PROPOSED WORK AREA,AND RELOCATION COSTS OF ALL PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR EXISTING UTILITIES. PERMITTEE MUST INFORM THE CITY OF WILDOMAR THE PROJECT BEFORE ACCEPTANCE IS GRANTED. RECORDED LOCATION. THE CONTRACTOR IS REQUIRED TO TAKE WE OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES,BEFORE ISSUANCE OF SAID PERMIT, THE BEGINNING OF CONSTRUCTION. PHONE: (951)677-7751 FOR PERMIT WITHIN PUBLIC RIGHTS-OF-WAY SHOWN AND ANY OTHERS FOUND THE SITE. SHALL BE THE CONTRACTOR'S .U., P.U., P.P., OR VOLUNTARY RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL U UTILITIES OR STRUCTURES CASES(C ) CONTRACTOR/DEVELOPER MUST PROVIDE THE CRY ENGINEER WITH A CERTRC4TE OF CONCERNED BEFORE STARTING WORK. J.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE INSURANCE,REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCR04CHMENT PERMIT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT MUST BE PRESENT AT THE JOB SI7E WRING THE TOTAL TIME FRAME OF PROJECT 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE CONSTRUCTION W17H APPROVED SET R IMPROVEMENT PLANS. LIABLE FOR UNAUTHORIZED CHANGES TO R USES OF THESE PLANS. ALL NO.461 AND SUBSEQUENT AMENDMENTS. CHANGES TO THESE PLANS MUST B IN WRITING AND MUST BE APPROVED BY 4. ITS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR 13. STREET LIGHT STANDARDS FOR ARTERIAL STREET SHALL CONFORM TO RIVERSIDE THE PREPARER R THESE PLANS. DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, COUNTY STANDARDS No. 1001&FOR RESIDENTIAL STREETS SHALL CONFORM TO REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS RIVERSIDE COUNTY STANDARD No. 1000. 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. AND 17S SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE CONTRACTORS SHALL BE RESPONSIBLE FOR WIL VERIFYING ALL QUANTITIES PRIOR ACCEPTANCE BY THE CITY T TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND CITY OF WILDOMAR R/W ONLY TO BIDDING FOR CONSTRUCTION. IS FOR THE AREA WITHIN ACCEPTANCE OF THE PROJECT BY THE CITY OF WILOOMAR. CITY O IP I0-0123 g \ SOIL ENGINEER: OWNER DIAL TOLL FREE SOILWORKS,INC. McMILLIN SUMMERLY,LLC GRAPHIC SCALE CITY OF WILDOMAR 1-800-227-2600 EARTH SCIENCES GROUP P.O.BOX 8104 a u xc .w ew 'w .'.!Ip A7 Ltwsr Two wrs PUBLIC BOOR D RTMENT 3130 AIRWAY AVENUE SAN DIEGO,CA 92186-5104 3 eEsoRe you qc (�� COSTA MESA,CA 92626 T(6i9)794-1252 s wErtr a �cu+assv, ACCEPTED BY: DATE:-�Y I PH:714-668-5600 F(619)336-3010 (IN Tel'I www.soilworksinc.com A/00 QV a/12//1 1 Inch- 40' tL WAT%SEWER APPROVED BY REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CRY OF LAKE ELS14ORE ELSINOORE VALLEY MUNICIPAL WATER DISTRICT 3ROFESSlOy� 3 PETERS CANYON, SUITE 110 o W.► /O-ZO",t/ w/LJ3[7N MIKAMI IRVINE, CA 92606 Y"T�CT�' "1 SHETf SCOTT M.WILSON DATE CORPORATION QRF-$RE STREET IMPROVEMENT PLANS IN g GENERAL MANAGER DATE: RCE NO.49884 EXP, 9-3D-12 T: 949-679-0090 TITLE SHEET OF No.49884 THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE BENCHMARK: a * E.P.aviaonx * SCALE: AS NOTED DEPARTMENT APPROVALS APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV.1279.829. BRASS 8 -SCIRIPTION8 �fql! 01V1L �P THE STATE LAWS,AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF'T"INTERSECTION OF MISSION TRAIL/LEMON ST./OLIVE ST. shum OF CP�AA DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE S DESI(lED BY: KAM DRAWN BY: KAM - OY yl OF MISSION TRAIL N ENGINEERING WATER SUPERINTENDENT WASTE WATER SUPT. CHECKED BY: OC PROJECT MANAGER: SCOTT M.WLSON N SEUMALO R.C.E 56915 CITY ENGINEER W.O. FOR: F.B. FILE NO. ESTIMATE OF STREET PL AN CONSTRUCTION NOTES QUANTITIES (" CITY OF CITY OF 01 CONSTRUCT kr AC OVER 6'AB PER CITY OF LAKE ELSINORE STD. 1004(MINIMUM PAVEMENT SECTION) LAKEEL9M0FE WLDOMIAR FINAL PAVEMENT STRUCTURAL SECTION WILL BE BASED ON FIELD SOIL TESTS DURING CONSTRUCTION. 4,400 10,230 S.F. MISSION TRAIL 71=9.5 AS APPROVED BY AGENCY EXISTING PAVEMENT NEW PAVEMENT O2 CONSTRUCT TYPE A-8 CURB AND GUTTER PER RIVERSIDE COUNTY SID.NO 201. - 410 L.F. m CURBAND GOITER 3 S4W CUT IX/SDNG PAVEMENT PER DETAIL ON SHEET 2. 670 885 L.F. CITY OF WILDOMAR:VARIES VARIES 0 REMOVE EXISDNG A.C./A.B.PAVEMENT Z015 IZ330 S.F. NEAREST TRAVEL LANE�1, PER PLAN OR¢ SEE PLAN VARIABLE DEPTH COLD MIN. O CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD.NO.209 - 840 S.F. EXISTING EDGE PLANE AND OVERLAY OF PAVEMENT O CONSTRUCT ACCESS RAMP(CASE-A-)PER RIVERSIDE COUNTY STD.NO 403 - 4 EA. O7 NOT USED L.F. 0.10'MIN ® ROOM EXISTING CURB&GUTTER - 51 L.F. LEAVE EXIST 14SE O9 CONSTRUCT 6'ASPIAT CONCRETE BERM PER RIVERSIDE COUNTY SID.212 - 306 LF. (UPON APPROVAL OF INSPECTOR) f0 CONSTRUCT 6'ASPHALT CONCRETE BERM PER RIVERSIDE COUNTY STD.212 645 L.F. SAWCUT AND JOIN DETAIL " wzmwr GUTTER mvmm PER Rmrm COUNTY sm.NO 311,CASE 9t - a EA. "'s. 12 NOT USED S.F. 13 CONSTRUCT TYPE'0-1'CURB FOR EXISTING PAVEMENT PER RIVERSIDE COUNTY SID.NO.203 - 20 LF. 14 NOT USED S.F. CITY OF LAKE ELSINORE CITY OF WILDOMAR 10, 15 CONSTRUCT VALLEY GUTTER PER.RIVERSIDE COUNTY STD. NO.209 AND DETAIL ON SHEET 2 - 28 LF. R/W 7" 5' S' i' 6W R/W UTTI.m CONSTRUCTION!NOTES EXIST, (STA 35+86.24 TO 39+98.24) � LEVEL LINE 1 R/W 55 PAVEMENT FEE 3/8"LIP(TYP) 20 ADJUST EXISTING VALVE TO GRADE PER EVWMD SID.W-27 - i E.A. IX (STA 34+83.76 TO 35+88.24) 21 REMOVE EXISTNG GRATE INLET E.A. (STA 35+88.24 TO 41+49.26) •...G, 4 EA. 39' 23' i 22 AOJNIST EXISW(RATE INLET TO GRADE - 1 T i TE BASE 95%RELATIVE COMPACTION VARIES VARIES I `O� ( ) 23 CONSTRUCT 0RCP&BEDDING PER RCFC&WCD STD.NO.M815 - 23 L.F. 2' 2.8'1 TO 9' 30' AIRES 0'TO 10 8'TO 21' `' ,? .� '!MM.,` ? 1 EXIST.PAVEMENT EXIST.PAVEMENT' i Y "��'o� 0 24 NOT USED - - E.A. 3 1.5%TO 3.D% 0 1 1 .6%TO 2.9% — - 2% NATIVE(95%REL. DENSITY) 25 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD.N0.300 - 77 L.F. 1 A --------_. _.._. 1., 56I5'AC76° \-8'TYPE'A-8'CURB® VALLEY GUTTER 26 CONNECT PROPOSED STORM DRAIN TO EXISTING GRATE INLET 4 E.A. 1 PAVEIIEM SECTON PER COUNTY SSM#201 N.T.S. CONTRACTOR TO FIELD VERIFY VERTICAL AND HORIZONTAL POSITION PRIOR TO 10 �' B. TI=9.5;R30 CONSTRUCTION AND NOTIFY CIVIL ENGINEER WITH ANY DISCREPANCIES. RCOUNTY OF RNERsSIDE SM. 212 27 CONSTRUCT Ir RCP&BEDDING PER RCFC&WCD STD.NO.U815 - 20 EA. MISSION TRAIL 28 CONSTRUCT 24'RCP&BEDDING PER RCFC&WCD STD.NO.U815 - 60 E.A. (STA 34+83.76 TO STA 41+49.26) N.I..S LAKE EL61NOFE URBAN ARTERIAL B_9 MINIMUM SECTION 5"AC/6"AB o REVISIONS: PREPAR UNDER SUPERVISION OF: PREPARED BY: CRY OF LAKE ELSINORE N C PT QPOTESS/O j`. � �/� WILIIN MIKAM! 3 PETERS CANYON, SUITE 110 SUMMERLY-TRACT NO.31920-1 fn wl !; IRVINE, CA 92606 SHEET tio� 70 SCOTT M.WILSON DATE ? CORPORATION OFF-SITE STREET IMPROVEMENT PLANS \ �� RCE N0.49684 EXP. 9-30-12 �'� T: 949-679-0090 2 3 CITY OF WILDOMAR _ CONSTRUCTION NOTES OF DEPARTMENT OF PUBLIC WORKS 6 No.ae88a THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE NTH THE SCALE: AS NOTED BENCHMARK: g Ezp.%/M/12 f APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.REV.1279.829. BRASS DETAILS AND SECTIONS 8 DESCRIPTION THE STATE LAWS,AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF'T'INTERSECTION OF CCEPTED BY: DATE: !'�° O CAVE DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE SHEENS cazFaWm*VDQ"nAd. DESIGNED BY: KAM DRAWN BY: KAM GV .IIL I OF MISSION TRAIL. y CHECKED BY: CC PROJECT MANAGER: SCOTT M.WILSON KEN A SEUMALO R.C.E 56915 CITY ENGINEER W.O. FOR: F.B. I FILE NO. m L=100.00'ON BERM DISTANCE FROM VARIES I.^�R° 81 8Z R 8 $ m L=318.25'ON BERM z"�•jog a $ u $^�4 " DISTANCE FROM q VARIES 1280- min �? � �3 � � *o N ±� oN �t 8I� -1280 (--) -0.300X -0.380% r> '_ r.'... n N m r^. +8 0 9 `3'i, 8-�+ 0.1X _ -0.394$ -0.760% ' S3°.,3 +`"�n 8-� -------- -------- -1.16% - g`�N �1 EXISTING GROUND AT BERM - __ 1.020X -0.84X ^N o+ ^ 1275- -------------- -0.74X. -1275 _ PROPOSED W'LY TOP OF BERM -'-----__-- -1.44X L=68.37 O.C. A14 A14 A14 614 8 %-4 B+Ngl 1280- ^ ^ 8 pp + is N ^ = 15ox _ i^�^ "N N n O R 8�, -1280- ^N^ ^ 1•- -1280 - ^ .81 N1 o �N g", NN n �h + +N µ n 1275- - - - - - -1275- -1275 EXISTING GRWND 30,00'WEST OF SURFACE AT SAWCUT F +ao +8i^. -1280 1280- O ^ON ^ tC. ^^ O�1 R L=94.68'ON BERM - 1275- 1275 DISTANCE FROM T VARIES. L=56.26 O.C..._. -- L=56.26..O.C.. L=68.37 O.C. EXISTING GROUND SURFACE AT SAWCUT - -1275 A14 414 d/4 d/4 A14 /4 A14 d/4 W L=210.77'ON CURB Q,2 ^• ps c ISE DISTANCE FROM VARIES y -1280- ^^ ^ S_ -1280 1280- 12sD ^ - +$� 8^ ���,� eN N �= _L0.250X) -0.235X ^N^ 8 �(j�•Op 8^ 8 �' � 2 $Z. a q NE 3.06X N ^pp NMo 2 ^ 1275- 975 - .- - - �_ PROPOSED E'LY roP of cuRB -1275- -1275 R PROFILE MISSION TRAIL LEMON STREET HORIZ. 1" = 40' VERT. 1" = 4' 34 35 36 37 38 39 40 41 42 10 Tt -._.-- 1277.88 FS - - - -.- - - 387 ��( ) �' .69 FS 127753 IS m 10 DRIVES f0 m 1278.65 FS 1278.56 FS �-- z o 10 R/W TOP E EXIST. ^ EXIST, o* 0 E� /TO R `...�__ w'e`"� � 12 .62 'N�^y gi N --- ----- o--- - -__ ---- s�� _t_ig 127E • ... CL iNffRSECTK)N - E---- - T u - 3 3�+ .67 MISSI N TRAILS WN LINE o; 3 -$ 8 4 �,. 7•-EX. CRO LINE 1277.40 TC 1 0.235% ^ ^ 127.68 TC F -y - 1278.0 BW 1276.73 FL 7 F ti 8 �$+oo- - _ 3OD T 4' :;CITY OF AKE ELSI I - - 42 Oo -0 LE614N -- - - - I- + - - - 1ILDOMAR - - - - N ' 1,27,q 7A A 8 � 1 03.44'O7"W 9 2 8 L=2f0.7T _ _ 7830 SEE UTILITY PLAN ON �a _. ..... ... v V CT IN PU � 1 RIM / . �o BEGIN 36+22.45 Cf C2 S - C 50o 9 - - - " FlR �5 °127 36 BW �� SHEET 5 CB�1 6 Ed +g R [z„ --�-"-"--^•-- " PROTECT IN PUCE 1 N + N RT 10+73.72R• - 1 g 1278.74 TC 36+29.46 BCR 16.00'RT 1279.24 TC t1 36.00'Rr 1279.35 TC 1 DETAIL B 1278.62 TC 13_I 10+80.00 I f0+87.72 11 SEE RIGHT MISSION TRAIL _ 11 CB/3 I ^+ BEGIN 8"C&G 1280.29 C I CONSTRUC�TM(� NOS EN Cg $ 10+9Zoo 1279.62 ) 1 CONSTRUCT 3.Ki-AC OVER 6"AB PER CITY OF LAKE ELSINORE 11 04.72 1280'LT 3' 21 6' I 1280.29 TO 6' T 3' I I 1279.74 FS 3' 21' STD. 1004(MINIMUM PAVEMENT SECTION).FINAL PAVEMENT STRUCTURAL 16.00'RT � 6' 18' 3' 4, ' SECTION WILL BE WED ON FIELD SOIL TESTS DURING CONSIRIIC710N. 1280.43 TC 4' EX 6°AC BERM 4' F�, ^��+ N N ��' N �-' N e O PROTECT IN PLACE L-'�' r. �' r. ^ '' ^ ^ ^ ^ MISSION TRAIL TI=9.5 AS APPROVED BY AGENCY. ".� V 'a ^ y "� orn Le4�� a "+ n n� „' `�`R 11 xi,o ^� �`cY� a�^_ �„�^ °� N� 8 g 8 RN O-CONSTRUCT TIDE A-8 CURB AND CUTTER PER RIVERSIDE COUNTY 510.NO 201 EX 6"AC BERM N ism �+ `c'S N o c�i, u�' `�o ^ $`c'S + ''� + R'0 + ^� + $'^' + oo 3 SAW CUT EXISTING PAVEMENT PER DETAIL ON SHEET 2. PROTECT IN PLACE `�°o^ + F°. + ^(; + `� '� '� ^ o N N o'L�^^ o i^^^ °o N ^ o �REMOVEEXISDNCA.C./A.B. PAVEMEM. I I �^^ rp'iVNN �o1VNN co � n NN �4`!NN c+piVNN���� �^., CU�RN O�VNN aR+V�n NN M..-.-.- n�.-....- .N..� M'bD.-.- ^�.-....- n1.-.-.- by.-.. .-.- OYV^N O��^ (D-CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STD.NO.209 ^^ CONSTRUCT ACCESS -`9�--CONSTRUCT 8"ASPHALT CONCRETE BERM PER RIVERSIDE COUNTY SAD.2ER RIVERSIDE COUNTY STU.NO 1 f0 CONSTRUCT 6"ASPHALT CONCRETE BERM PER MWRSIDE COUNTY SID.212 ° 0.5 ,5' 11 CONSTRUCT GUTTER DEPRESSION PER RNER51DE COUNTY STD.NO 311,CASE"B" 0.5' 0.5' , CURVE TABLE GRAPHIC SCALE -- DETAIL "B" CURVE LENGTH RADIUS DELTA TANGEM f 1 40' 0 20' 40' 80' 180' '1 j `' f0+8Z72 SCALE.• 1"=20' - Ci 56.26 35.00 9706'03" 36.31 +22.45`. 37+86.07 10+80.00 C2) 1 68.371 45.001 8702'52" 42.74 IN FEET > LOCAL DEPRESSION IYI LOCAL DEPRESSION 1F3 LEGEND 1 inch = 40' cL t:OCAL DEPRESSION 4F4 LOCAL DEPRESSION 1k2 A / /I M _--- CONSTRUCT AC OVER AB REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED er: CITY OF LAKE ELSINORE o a 3 PETERS CANYON, SUITE 110 N ® REMOVE EXISTING AC PAVEMEM/CONCRETE AND BASE ppOFESS/0 W/L H O N M I KA M I SUMMERLY-TRACT NO.31920-1 1L I1 yaDAT CORPORATION IRMNE, CA 92606 SHEET scoTr M.vntsoN DATE OFF-SRE STREET IMPROVEMENT PLANS a CITY OF WILDOMAR �_ RCE NO.49884 EXP. 9-30-12 T. 949-679-0090 3 NTH THE SCALE: AS NOTED BENCHMARK: MISSION TRAIL OF DEPARTMENT OF PUBLIC WORKS NO.49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WI p a * E%°.N/M/12 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS mom sTA. 34+83.76 To sTA. 41+26.61 8 01V1L\f ��' THE STATE LAWS,AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"T°INTERSECTION OF SHEETS ACCEPTED BY: DATE: ca Fuvppn�y,n =e DESIGNED BY: KAM DRAWN BY: KAM CAL Q a =yIi DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE Gi CHECKED BY: CC PROJECT MANAGER: SCOTT I WILSON KEN A.SEUMALO R.C.E. 56915 CITY ENGINEER OF MISSION IRATE. W.O. FOR: E.B. FILE NO. L=30.33' =52..��0.60' Mg _ . o_ -1270 ^4R, f.'! tr] o -1265 ti ON O° UM N ��^ W L=50.6'O.C. A14 A14 A14 A14 a -1270 Tb��� of N h'NLp ^ N 4I J0_34- -1265 o � N v N -1260 OLIVE STREET PROFILE HORIZ. 1" = 40' 10 VERT. 1" = 4' U TRANSITION GUTTER EPRfSS10N 5 1 FROM EX 0.08'T FULL 0.13' THROUGH 0/4 < T10N NOTE EXIST GRAVEL (1264.02 FG) OF r 10-CONSTRUCT&AC OVER 6'AB PER CITY OF LAKE ELSINORE STD.NO. 100A ACCESS ROAD 15' C1� c�NO� t` �� 1266.03 FS (MINIMUM PAVEMENT SECTION).FINAL PAVEMENT STRUCTURAL SECTION WILL BE (1263.65 FG) IX EDGE OF / EKE ELF 1266.03_ 84SED ON FIELD SOIL TESTS DURING CONSIRUCTKIN. PAVEMFM .1 _ MISSION TRAIL T1-9.5 AS APPROVED BY AGENCY BEGIN 8°CURB& �F(G� pP Gy �\ (1265.95 tP) CONSTRUCT TYPE A-8 CURB AND GUTTER PER RIVERSIDE COUNTY STD.NO 201 WOM ' `� 1266.62 TC 3a-S0 CUT EXIS71NG PAVEMENT PER DETAIL ON SHEET 2. (1265.4 / g5+ A E" \1265.95 FL REMOVE EXISTING A.C./A.B.PAVEMENT.EX EDGE OF BEGIN 8'C&G X� OVERHEAD /l -CONSTRUCT ACCESS RAMP(CASE'A')PER RIVERSIDE COUNTY STD.NO 403 PAVEMEM -- 26J+876.94' 5 ECR ov LINE 7YP. �-- f 26.94'RT CR a ( ) / c, a 13 CONSTRUCT TYPE"D-1'CURB F IXLSTING PAVEMENT PER RIVERSIDE COUNTY STD.N0.203 o w N N N 1266.0 FG �/ yy 1266.62 T6 1 1 0 = '2s / ,� - 15 CONSTRUCT VALLEY GUTTER PER RIVERSIDE COUNTY STD.NO 209 AND DETAIL ON SHEET 2 CL INTERSECTION 1.`�m� h°j 126602 TC ..^ SION L N EX EDGE OF o h w oN w N �1 =10+00.00 OLIVE ST � � � hh. 26 / N PAVEMENT ti 1,14F 1 ,1 1265 48 EG77, MISSION Y� 63+00 i- 3 \ �7 _ � + 2 'DETAIL. 265.49 G �- 1265.48 EG ' UTTER ��I C1 .>. 6 RIGHTGIN 8"C&G �1 / � ,' ..= 0.��) _ _ � � BEGIN 8"CURB ONLYEND 8"CURB&G / N8+6.56 �- �, A '"�S4W 265.33 fl . i 11266.07 FS .� I CONSTRUCT AC OVER AB 9 7 6 BCR/ � � 1 / ND C&G �- EX EDGE OF - I I "�h V A CI I 1265.46E / �, 1265.91 TC 1266.09 TO-, �. n L1 - PAVEMENT I 1265.5 FG - - r� �F" 1266.00 TE-.!._ ��v1 �-' W 1265.38 FS) ��a F(1265.24 FS) I ® REMOVE EXISTING AC PAVEMM/CONCRETE AND BASE N01'52'&rIV RFtlOVE PORTION % 15 ,iN�o�o�'�- I �d - �n h \ - - �'°4y c N -� N N,�, ,\ - END 6"CURB OF IX GUARD RAIL Ez CRESCENT ST _ +m 170� '✓avaN o \ ". I w ur 1255.93 TO w`-S � Q CURVE TABLE EP) CURVE LENGTH TANGENT TRANSIDONG FROM IX og INTERSECTION THROUGH 30.33 35.00 4938'51" 16.19 10+55.41 OLIVE p " - =10+00.0 CRESCT ST 20.60 10.00 118*00*17" 1664o -Kv + 1 Ilk 126.1� J 35.00 82'5011' 30.882 J9 REMOVE IX 2 12647 . �GUARD RAIL FG (1265. 10 EG) ®®: 1265.10 EG ra 1265.11 FL 1265.17 FL (126.91 END 8"CURB&GUTTER 4a Z s^' `� 0.5%) 1 14 � LINE TABLE a BEGIN REMOVAL OF GUARDRAIL LINE LENGTH BLARING -(1265.07 EG) 3 I o ( ---�-� tl 2.73 N0740'07W ,p 1265.74 FC` IkE&� IX AC BER ,_._� <2 27.73 N8750'46'W j _ `\ P,.12(i5.fi7 LL na PROTECT IN PUCE // - I - GRAPHIC SCALE DETAIL " 40' 0 20' 40' 80, 160' SCALE 1'=10' 0 ( IN FEET ) REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CITY OF LAKE ELSINORE No � n � 3 PETERS CANYON, SUITE 110 1 inch = 40' ft. Q------- WILSON IKAMI M �' !Q-Z4-!/ lw IRVINE, CA 92606 �1MMERLY-TRACT NO.31920-1 SHEET y w`1t r►7/0 SCOTT M.WILSON DATE CORPORATION OFF-SITE STREET IMPROVEMENT PLANS s CITY OF WILDOMAR y RCE NO.49884 EXP. 9-30-12 T: 949-679-0090 4 DEPARTMENT OF PUBLIC WORKS �s No.49884 SHAVE BEEN REVIEWED FOR COMPIJANCE X1 SCALE: AS NOTED BENCHMARK: MISSION TRAIL OF OF DEVELOPMENT AND RIVERSIDE BENCHMARK N0.BM E-3-70.ELEV.i279.829. BRASS 8 'o O O �u' o O ./�. \( \�' THE STATE LAWS,AND D. DISC IN CONCRETE POST 72'NORTH OF"T'INTERSECTION OF FROM sTA. 62+76.56 TO STA. 63+87.65 SHEETS o ACCEPTED BY: DATE: Cygy yp Dloh � DESIGNED BY: KAM DRAVAd BY: KAM DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE y CHECKED BY: CC PROJECT MANAGER: SCOTT M.WILSON K ALO R.C.E.#56915 CI MISSION TRAIL. W.O. FOR: F.B. FILE N0. Z � I E7057MG STORM IMP ROYa E - - - - I� - MISSION TRAIL W I \ill I OF - - WILDOMAR- _ - I- ¢C&TG 25 - EX�SO DQW WATER INPIAC� 1273.49 INV 22 69.60 IMM I- ,,_,_,_.T NJ'S2'59"W 28 _-------c7 Y0 10+39.85 EC 25 1 N71'OB32 E i WG t338 8N i 127864 TC 26 -10+28.07 BC - w ZO64 ' INV 17 31 I'� JOIN EXISTING26 (1272.70 INV) 127318 MV a 1277 45 TG) 22 7 RIM , -I_—_ /� (1269.06 INv) — — 2 26(1273.00 IW) EX�MAANHOLE__ - e FIRE HYDRANT FH I �" I PR07ECT IN PLACE/ PROTECT IN PUCE --L-[ 23 28 N61'12'5GE\, I I; 4:6!42 S=0.062 IX g I �II j C2 WATER VALVE I 1279.72 TC 25 PROTECT IN PUCE ! ;I I 11272.72 INV 25 1273.82 INV a - CONSTRUCTM NOTES W=21.0' II I i,. d I 20 ADJUST EXISTING VALVE TO GRADE PER EVWMO STD. W-27 REmo Dow GRATE INLET DZIING GAS VAL 21 �@- V EXISTING!RATE MIST TO GRADE lO II PROTECT IN.PUCFI 23 CONSTRUCT 30'RCP&BEDDING PER RCFC&WCD SID.NO M815 24 CONNECT PROPOSED STORM DRAIN TO EXISTING STORM DRAIN WITH CONCRETE COLLAR 2I CONTRACTOR TO FIELD VERIFY VERTICAL AND HORIZONTAL POSITION PRIOR TO Lu III I CONSTRUCTION AND N077FY CML ENGINEER WITH ANY DISCREPANCIES. J� 25 CONSTRUCT CATCH BASIN PER RIVERSIDE COUNTY STD.NO.300 26 CONNECT PROPOSED STORM DRAIN 70 EXISTING PIPE INLET TYPE GCP I CONTRACTOR TO FIELD VERIFY VERTICAL AND HORIZONTAL P0917ON PRIOR TO _ I CONSTRUCTION AND NOTIFY CML ENGINEER WIM ANY DISCREPANCIES 27 28CONSTRUCT 18'RCP&BEDDING PER RCFC&WCD STD.NO.M815 CONSTRUCT 24-RCP&BEDDING PER RCFC&WCO SID.NO M815 _ CURVE TABLE —� CURVE LENGM I RADIUS DELTA TMGEM CI._._.. 11.781 22.501 3P00'00'1 6.03 a —L� a a N GRAPHIC SCALE 20' 0 10' 20' 40' 80, N ( IN FEET ) 1 inch = 20' Yt a a REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: A CITY OF LAKE ELSINORE N�Essl 3 PETERS CANYON, SUITE 110 _ WILSON MIKAMI IRVINE, CA 92606 SUMMERLY—TRACT NO.31920-1 �ry{Et7 ti�o�V W II/s SCOTT M.WILSON DATE CORPORATION OFF-�S'���pRO�NT PLANS c RCE N0.49884 EXP. 9-30-12 UTILITY PLAN OF lw T: 949-679-0090 wj a CITY OF WILDOMAR « No.49884 aRORIA AVE BEEN RENEWED FOR COMPDANCE Wl DEPARTMENT OF PUBLIC WORKS a Exp,O9/]0/12 * S OF DEVELOPMENT AND SCALE: AS NOTED BENCHMARK: RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS 8 DESCRIPTION 'l,Y S,AND D. DISC IN CONCRETE POST 72'NORTH OF'Y INTERSECTION OFACCEPTED BY: DATE: mzwWOM 0 nhv DESIGNED BY: KAM DRAWN BY: KAM IT C\U DATE; CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINESHEETSCHECKED BY: CC PROJECT MANAGER: SCOTT M.W9LSON O R.C.E 56915 q OF MISSION TRAIL 1 W.O. FOR: F.B. FILE NO. SIGN LEGEND: CONSTRUCTION NOTES (THIS SHEET) SIGNING AND STRIPING GENERAL NOTES O1 PAINT 4" DASHED WHITE STRIPE PER CALTRANS STD. PLANS, PLAN NO. A20A, DETAIL 12. 1. ALL LINES AND MARKINGS SHALL CONFORM TO THE CALIFORNIA MANUAL ON TRAFFIC CONTROL DEVICES (CA MUTCD) AND B. THE CONTRACTOR SHALL APPLY PAVEMENT MARKINGS INCLUDING O2 PAINT 4"/4" DOUBLE YELLOW STRIPE PER CALTRANS STD. PLANS, PLAN NO. A20A, DETAIL 22. CALTRANS STANDARD PLANS AND SPECIFICATIONS (LATEST CROSSWALKS, LIMIT LINES, STOP BARS, AND DETAIL 40 LINES < > EDITION). USING THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES O3 PAINT MEDIAN ISLAND PER CALTRANS STD. PLAN NO. A20B, DETAIL 29. SHALL BE PAINTED IN TWO COATS. 2. LANE WIDTHS SHALL BE MEASURED BETWEEN CENTER LINES OF O4 PAINT 8" SOLID WHITE STRIPE PER CALTRANS STD. PLANS, PLAN N0. A20D, DETAIL 38. EACH ADJACENT SINGLE OR DOUBLE STRIPE OR TOP OF CURB, 9• THE CONTRACTOR SHALL FURNISH AND INSTALL RAISED w3-3 AS APPROPRIATE. PAVEMENT MARKERS (RPMS) WITHIN SEVEN WORKING DAYS OF OS INSTALL 12" SOLID WHITE STRIPE THERMOPLASTIC PER CALTRANS STD. PLAN NO. A24E. ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT 3. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, AREA SHALL BE REPLACED IN KIND OR REMOVED IN © PAINT 4" SOLID WHITE STRIPE WITH TYPE G RPM ADJACENT TO EACH END OF STRIPE AND ONE AT MID-SPAN (800) 227-2600. AND ALL CONCERNED UTILITY COMPANIES AT ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE (NO DETAIL). LEAST TWO WORKING DAYS IN ADVANCE OF EXCAVATION. ENGINEER. O7 APPLY THERMOPLASTIC ARROW MARKING (TYPE IV(L OR R)) PER PER CALTRANS STD. PLAN NO. A24A. 4. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL 10. THE CONTRACTOR SHALL INSTALL STANDARD SIZE PANEL ON 2" BE REFLECTORIZED AND IN STANDARD SIZES. ALL STRIPING AND SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE O8 APPLY THERMOPLASTIC "SIGNAL AHEAD" LEGEND PER CALTRANS STD. PLAN A24D. MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS ANCHOR AND SLEEVE, FASTENED WITH 3/8" RIVETS WITH DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH STAINLESS STEEL WASHERS, UNLESS OTHERWISE NOTED. THE O FURNISH AND INSTALL SIGN AS NOTED. CALTRANS STANDARD PLANS. ALL SIGNS SHALL HAVE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE PRISMATIC REFLECTIVE SHEETING CONFORMING TO ASTM TYPE III, FIELD BY THE ENGINEER. 10 REMOVE EXISTING ROADSIDE SIGN AND/OR POST AS SHOWN. IV, OR XI. 11. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH 11 PAINT 4" DASHED WHITE STRIPE PER CALTRANS STD. PLANS, PLAN NO. A20D, DETAIL 40. 5. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, THE PLANS AND AS DIRECTED BY THE ENGINEER. PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS IN 12 PAINT 4" SOLID WHITE STRIPE PER CALTRANS STD. PLANS, PLAN NO. A20B, DETAIL 27B. ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE 12. THE CONTRACTOR SHALL LAYOUT(CAT-TRACK) THE PROPOSED ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE SIGNING, STRIPING, AND MARKINGS IN ACCORDANCE WITH THE rR-1 REMOVE ALL R.P.M.s, REMOVE PAINTED STRIPES AND PAVEMENT MARKINGS BY SANDBLASTING, AND REMOVE REMOVED BY SANDBLASTING OR GRINDING A RECTANGULAR PLANS WITHIN THREE DAYS OF FINAL PAVING. CONTACT THE THERMOPLASTIC BY GRINDING AS DIRECTED BY ENGINEER. SYMBOLS AND LEGENDS SHALL BE REMOVED IN A AREA COVERING THE WHOLE MARKING. CITY OF WILDOMAR, PUBLIC WORKS AT(951) 677-7751 TO BLOCK PATTERN AND ALL PAVEMENT MARKING REMOVAL AREAS SHALL BE TRATED WITH AN APPROVED OBTAIN APPROVAL OF LAYOUT PRIOR TO ACTUAL INSTALLATION. PAVEMETN SEALER. 6. ALL CROSSWALKS SHALL HAVE 10 FEET BETWEEN THE 12-INCH WHITE OR YELLOW STRIPES. 13. THE CONTRACTOR SHALL COORDINATE ALL SIGNING AND STRIPING WORKS THROUGH ENGINEER PRIOR TO OPENING NEW 7. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3-INCH PAINTED ROADWAYS AND/OR EXISTING ROADWAYS TO NEW SIGNING AND BLACK LINE SEPARATING THE YELLOW STRIPES. STRIPING IN ACCORDANCE WITH THE PLANS. 14. THE CONTRACTOR SHALL INSTALL BLUE REFLECTIVE PAVEMENT MARKERS ACROSS FROM ALL FIRE HYDRANTS PER CA MUTCD. 15. THE W3-3 SIGNS SHALL HAVE TWO ORANGE FLAGS INSTALLED c7 WHEN THE TRAFFIC SIGNAL IS TURNED ON, THE ORANGE FLAGS Z SHALL BE LEFT IN PLACE FOR A MINIMUM OF 60 DAYS. a W3-310 EXIST 250' TO EXIST. (n, 175' TO 75' 6 TO REMIAN X-WALK W2-4(L) w a X-WALK _ _ _ _ — — W16-8 z_ EXIST AT CORYDON Ex. R/w 9 W3-3 — —EX. EP —( R3-7 — — _ — — 710'12 — — 1 — $_ _ — — — \IT-_ EX. EP 75, 6 R EP ,. 110' 4 W3-3 N REVERSE CRY OF- = - _ - - - 5 CUR. N _ _ - - 180� TRANSITION B 50:1 — �t , 180 TRANS. 050:1 50 11 3 -__ _ --- 360"fRbNSITfOf�50'.'f +ice--_ LAKE ELSINORE ___ _ - _ n ITY 8 — - - M0WFi_ A 5 1 R 3 iA - - __._------ ro " 2 R 7 1 PROP. C&G ' 3 C0 m — — W3-3 9 a+ _ "' — — — MISSION TRAIL XIST. ST I V).. 1 TO CORYDON 75' 6 R3-7 4 75' N EXIST. R 10 Ri-1 W2-4(R) 7 Z W16-8 _ S I 25G' TO r X-WALK m 2 100 O I Z Cn I I I � I i SCALE: 1" = 40' QROFESS/q GRAPHIC SCALE PLL 40' 0 m, w w 1w ACCEPTANCE BY THE CITY OF WILDOMAR IS ONLY FOR IMPROVEMENTS IN `�7hZI I 1 11 THE CITY OF WILDOMAR RIGHT-OF-WAY. Na 1R001647 CITY OF WILDOMAR E�.a/3o/1z ( IN FEET) PUBLIC WORKS DEPARTMENT �9� 9FF 10 �P T inch= 40' fL CAL N fe1�� ACCEPTED BY: ed (1jV 11/21/Il 51E: PREPARED U PE VLSI W OF PREPARED BY: VA COI1SUItlIIg,Inc. REVISIONS: _ CITY OF LAKE ELSINORE E / MARC S. LETT A VA. ENGH0M•PLeWERS•SURMORS SIGNING AND STRIPING PLAN FOR SHEET ti RCE NO.7348E EXP. 12-31-12 . y _ 6400 OAK CANYON,SUITE 150 (949)474-1400 TEL APPROVED BY: cON`su�MG IRMNE,CA 92618 (949)261-8482 FAX MISSION TRAIL -� Na C 7M THESE PLANS HAVE BEEN RENEWED FOR COMPUANCE WITH THE OF p Exp.12/31/12 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE: AS NOTED BENCHMARK: 9 CIVIL �P THE STA LAWS,AND PERMIT CAN BE ISSUED. AT LEMON STREET 8 OF CAL a s sa 2 SHEETS _ 002 iW'A�OOWPhAO�vice DESIGNED BY: MSV/KRR DRAVM BY: MSV/KRR DATE: k KEN A SEUMALO RCE 156915 DATE W.O. FOR: F.B. FILE NO. CHECKED BY: KRR PROJECT MANAGER: KEITH R.RUTHERFURD IN ENGINEER �& DETECTOR SCHEDULE A TRAFFIC SIGNAL GENERAL NOTES — PHASE DIAGRAM CONDUCTOR SCHEDULE r 1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS 11. CONTRACTOR SHALL PLACE CONDUIT BY JACKING OR DRILLING UNLESS OF THE CALIFORNIA DEPT. OF TRANSPORTATION, STANDARD PLANS AND OTHERWISE APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. RUNS SENSOR CHANNEL DETECTOR NO. OZONES/LOOF OPERATION STANDARD SPECIFICATIONS (LATEST EDITION), AND THE CALIFORNIA MANUAL ON NOT USED NOT USED OR CIRCUIT AAIAAIAA6A 1 1-N-01 1 NORMAL UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) (LATEST EDITION). 12. ALL TRAFFIC SIGNAL DETECTION, SIGNING, PAVEMENT MARKINGS, AND STRIPING CABLE TYPE #1 -_.... SHALL BE COMPLETED PRIOR TO TRAFFIC SIGNAL ACTIVATION. POLE A - - - - - - 1 - 1 2 1-S-02 1 EXTEND }} 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE !8 POLE B - - - - - _ _ #2 1 - - - b EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOWEVER, 13. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT 01 02 03 04 POLE C - - - - _ _ _ 2 - - - B ,.- IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT 3 POLE D #3 1 - - - PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. - - - - 1 - 1 - 1 - 1 �; f— 12 POLE E - - - - - - - 1 2 1-N-06 1 EXTEND I, THEIR SERVICE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF REPAIR NOT USED NOT USED _ ioi OR REPLACEMENT OF ANY UNDERGROUND FACILITIES DAMAGED BY HIS 14. ALL WIRING AND EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE POLE F _ - - - - _ - #4 1 - - OPERATION. PHONE UNDERGROUND SERVICE ALERT(USA) A MINIMUM 48 HOURS CONTROLLER CABINET FOR PHASE IDENTIFICATION. •, POLE G - i - - 1 2 1-E-08 1 NORMAL i IN ADVANCE, 1 2-N-01 - NORMAL 15. UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. TOTAL CABLES 3 - - - - 1 2 2 #5 2 2-S-02 1 EXTEND RSNS SIGN 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL 05 06 07 08 12 i 2 3 1 1 2 5 #6 1 _ _- UTILITY PLACEMENT DETAIL HOURS COMPANIES PRIOR TO START UNDERGROUND TISERVICE SHALERT ALL BE MINIMUM THE RESPOF 481LITY 16 SEE CALTRANS STD. PLAN ES-1A AND ES-18 FOR SYMBOL ABBREVIATION LUMINAIRES 2 2 2 - - 2 #10 TOTAL 2 2 2 - - 2 - - - ,_ OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE #7 2 2-N-06 1 EXTEND A B VARIOUS UTILITY COMPANIES INVOLVED. 17. ALL SALVAGED EQUIPMENT NOT REUSED SHALL BE DELIVERED TO THE CITY OF 12 PAIR 19 INTERCONNECT - 1 1 1 1 1 LAKE ELSINORE CORPORATION YARD. - - - - - - - #8 1 - - - 6'-0" 8'-0" 4. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE 2 - - - Sign Sign CONTRACTOR UNLESS OTHERWISE SPECIFIED. 18. A VIDEO DETECTION SYSTEM SHALL BE INSTALLED. THE SYSTEM SHALL INCLUDE DLC - - - THE FOLLOWING: ITERIS EDGE 2 CAMERA PROCESSORS, ITERIS R-Z4 AWDR #9 1 15'-0" 7'-10" 8'-10" 5. ALL NEW RED, YELLOW, AND GREEN SIGNAL INDICATIONS AND PED INDICATIONS COLOR CAMERAS, A 19" ITERIS DRAWER RACK MOUNT MONITOR OR APPROVED 2 3-5-02 2 NORMAL TOTAL DLC - - 1 - 20'-0" T-10" 8'-10" #10 SHALL BE LIGHT EMITTING DIODE (LED). SIGNAL LENSES SHALL BE CLEAR 12" EQUAL TO FIT IN CONTROLLER CABINET, BELDEN 8281 VIDEO COAXIAL CABLE - - - - - - - WITH METAL HOUSING, VISORS, AND BACKPLATES. (NO SPLICES), SIX-FOOT EXTENSION POLES WITH ASTRO BRACKETS FOR VIDEO VANTAGE VIDEO DETECTION COAX CABLE 1 2 3 - - - 3 2 - - - 25'-0" 9'-2" 10'-2" DETECTION CAMERAS MOUNTED ON SIGNAL MAST ARMS, AND 16/3 SJO CAMERA VANTAGE WOEO DETECTION POWER CABLE 1 2 3 - - - 3 1 - - - 6. THE LOCATION OF SIGNAL POLES SHOWN ON THE PLAN IS APPROXIMATE. THE POWER CABLE FROM CABINET TO CAMERA, ALONG WITH BRACKETS AND ALL OPIICOM DETECTOR CABLE MODEL 38 1 2 3 3 2 3-N-06 2 NORMAL #11 ' °30'-0" 9'-6" 10-6 EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. OTHER COMPONENTS AND MATERIALS NECESSARY TO PROVIDE A FULLY 8 BOND WIRE 1 1 1 1 1 1 - 1 - - _ 35'-0" 10'-6" 11'-6" FUNCTIONING VIDEO DETECTION SYSTEM PER MANUFACTURER RECOMMENDATIONS. #12 2 _ - - 7. STREET NAME SIGNS SHALL BE DIAMOND GRADE VIP REFLECTIVE SHEETING, VIDEO DETECTION SYSTEM SHALL BE OPERATIONAL AND AN ITERIS TECHNICIAN WHITE LETTERS ON BLUE BACKGROUND WITH CITY LOGO AND "CITY OF LAKE SHALL BE PRESENT AT TURN-ON. CONDUIT SIZE 3" 3" 3" 3" 3" 3" -4' #13 1 - - - ELSINORE" BELOW STREET NAME. 2 4-S-02 1 DELAY 19. ALL PULL BOXES WITH THREE OR MORE CONDUITS SHALL BE NO. 6 WITH - - - 8. PEDESTRIAN SIGNAL FACES SHALL BE TYPE "A" PEDESTRIAN HEAD WITH LED FIBRELYTE LID OR APPROVED EQUAL. #14 2 - UNIFORM INCANDESCENT LOOK COUNTDOWN MODULE. #15 1 _ _ _ 9. PEDESTRIAN PUSH BUTTONS SHALL BE TYPE "B" ADA BUTTONS WITH INTERNATIONAL SYMBOL SIGN PLATE PER CALTRANS SIGN SPECIFICATIONS R62D. #16 2 - - 10. ALL NEW CONDUIT SHALL 8E 3" PVC UNLESS OTHERWISE SHOWN. 0_ •� 10 38' I 29' F — -R/W — w 10 0 R/W - - 06 — EXIST TOP OF CUrr —— — — (T) T) EXIST _.- W2-4(LL A m — — — 8 R9-3a _..... _._. _...... R14-.1... _ — T) — ;,. MISSION TRAIL E _ E 6 1 0g 08 ,\ W3-3 INSTALLED PER SHEET 6 S RVICE POINT 3 9 TROLLER DETECTOR $ � 2-N-06(14) -_-... - PP#435799 08 70. 7 5T TI INF N1 ) 34R9-3a 806 ¢.�. ZC; - - - - - CON JOR 1-N-06{6).__. v 2-N'm?(9) INPUT - BCR NOTE: J_ � ------�'�3 mltms I _— ¢ "B" SHALL BE 3'-0" CITY—OF z� N y R73-3 (CA)'J�� O� 1-� �i�11--- _-- -- O I UNLESS OTHERWISE NOTED. \ Q LA _ _ - ---- I—B -Q 33 _ - _ _ -- --C-1�TpF w-------- N 3-5-°2(1g) 4 -- PRQP• &G * POLE LOCATION DETAIL ���V.3,�45 TO \�-�������Q� R3-18 5 2 , NOT TO SCALE 1-5-02(2)E V L3451' LINE ---- p 3-5-02(18) 02 3�� 10 R9 3a 6 T 4 N — — — SIGN LEGEND: 2-S-02(10) —_.... _ �n ni 4-S-02(26) - - L�, 01 �.>.O 2' C. 12 PR#19 IC TO THE ® l� 02P 2" C. # 3 • 12 PAI TERCONNECT ----- —.. _. .— -'..—_-_. " TRAIL AN RADIUS WITH 3 2 R #19 IN CON - -/�, ---- --- _ L (T) - �-� 2#6 SIGNAL, PS -.,......... 2" C. 12PR �C. __-�-_-�__�_- R3-7-t�L'157•�NG /C g/ I .' • 6 1#8 TRACE 2" C. 12 R ig IC 12 PAIR #19 INTERCONNECT Rg 3a 0 6 2#10 LUMINAI — — �"�•. #19 IC TO THE # __ _ 1#8 TRACE / CONTROLL R AT _ _ — — — A 7 R W r+o U 1uRn MISSION T AIL AND — — — — — �.R/W 4 - 1 R73-3(CA) CORYDON'WITH 3' RADIUS SWEEPS © A _ 6 B / R3-4 CONSTRUCTION NOTES \ \ 5 1 E-08 ) i .. O O1 FURNISH AND INSTALL NEMA TS2 TYPE 2 CONTROLLER ASSEMBLY(ECONOUTE • i�, 1 06 ASC/2-2100 SYSTEM CONTROLLER), EVP, ITERIS VANTAGE EDGE2 VIDEO l I! -Z- DETECTION EQUIPMENT, DIMENSION BATTERY BACKUP SYSTEM IN A NEMA CABINET \ I T SCALE: 1 = 20 SIDE MOUNTED ON THE OUTSIDE OF THE CONTROLLER CABINET, AND ALL - APPURTENANCES TO PROVIDE THE SIGNAL OPERATION AS SHOWN ON THE PLAN - I Rg_3a R3-18 IN TYPE "P" ALUMINUM CABINET. TOP OF CONTROLLER CABINET FOUNDATION TO BE 18" ABOVE GRADE. + I POLE SCHEDULE O2 FURNISH AND INSTALL 120/240V DUAL METER TYPE III-CF SERVICE EQUIPMENT I STANDARD RSNS SIGNAL MOUNTING PPB LOCATIONo ENCLOSURE WITH TYPE V PEC PER CALTRANS STANDARD PLANS AND CITY OF O 20', CD 44' N0. YPE HEIGHT SIG.M.A. UM.MA LUMINAIRE LEGEND VEHICLE PIED. PHASE QUADRANT A B REMARKS LAKE ELSINORE REQUIREMENTS. TYPE V PHOTOELECTRIC CONTROL CONTACTOR O AND TEST SWITCH ASSEMBLY SHALL BE INSTALLED IN THE SERVICE CABINET. Z 1 15T5 30' - 15 50W HPSV - - - SV-1-T - - - 2' 10' SERVICE SHALL CONTAIN 120V 50 AMP METERED SIGNAL CIRCUIT AND 120V 30 0 PPB POST 3' 10" - - - - - - - - 2 W 20' 3' AMP LIGHTING CIRCUIT. SERVICE CABINET SHALL BE A MINIMUM 15 FEET AWAY IA PPB 3 POST 1 1C 0' - - - - - - - - 2 W 16' 3' FROM THE CONTROLLER CABINET AND A MINIMUM 10 FEET AWAY FROM ALL V) 1-A - - - - - - TV-2-T SP-1-T - - 14' ' UTILITY POLES. MA TARM 5 I �. 24-4-10 30' 35' 15' 50W HPS -Lemon MAS MAS SV-2-T - - $P6Y 5 SIGNAL MAST ARM F= 18' O3 FURNISH AND INSTALL OPTICOM DETECTOR MODEL 721 AND 3M MODEL 138 I I 17-3-100 15'0 50W HPSVMission Trail- MA - SV-2-T - - - PM 18' DETECTOR CABLE. INSTALL PER DETAIL "A". I 17-3-100 30' 20' 15' 5OW HPSV Lemon MAS - 5-1-T SP-1-T F - - 22' 3' O4 NOTE: ALL EQUIPMENT NEW AROTATE LUMINAIRE MAST ARM 90' 0POLE LOCATION PER CALTRANS STANDARD PLAN ES-4C. INSTALL 3" CONDUIT WITH PULL ROBE PER SERVING UTILITY'S REQUIREMENTS. DETAIL »An (SCE TO INSTALL RISER) •SINGLE FACED RSNS ROFESS7�1,� 0 O5 INSTALL SIGN PANEL INDICATED ON SIGNAL MAST ARM PER STANDARD PLAN MAST ARM MOUNTING I �"QPLLAyYT`C' s ES-7N, DETAIL "U". CLAMP FOR GRAPHIC SCALE ACCEPTANCE BY THE CITY OF'MLDOMAR IS ONLY FOR IMPROVEMENTS IN OPTICAL DETECTOR w6 k TROO1647 THE CITY OF WILDOMAR RIGHT-OF-WAY. O FURNISH AND INSTALL 2" CONDUIT WITH CONDUCTORS AS SHOWN. o 102V '0 p0 E>Ip.9/30/12 CITY OF WILDOMAR 7O CONSTRUCT 8" AC DIKE PER COUNTY OF RIVERSIDE STD. 212. �9�.7RAFF1� `P PUBLIC WORKS DEPARTMENT _ ( IN FEET ) OF CALX Og FURNISH AND INSTALL SIGNS AS NOTED ON SIGNAL STANDARD PER CALTRANS 1 inch- 20' 1t. STD. PLAN NO. RS4, ADDRESS ACCEPTED BY: 9O FURNISH AND INSTALL VIDEO CAMERA ON SIGNAL MAST ARM PER GENERAL NOTE A�JO6 Q� {2/R2�!/ 33535 M SERVICEission Trail DATE: 18. FURNISH AND INSTALL VIDEO DETECTION PROCESSOR AND EXTENSION REVISIONS: PREPARED RM PREPARED BY: VA COI1SUltlri Inc. CRY OF LAKE ELSINORE MODULES (ITERIS VANTAGE EDGE2) IN CABINET IN ACCORDANCE WITH A U E PE 10 F: l Z _ gf ' MANUFACTURER REQUIREMENTS INCLUDING CABLING FROM CAMERA LOCATIONS TO Q(iOFESS/ MARC S.uu LETT DATE a ENGINEERS•PLANNERS•SURVEYORS TggFF� NgL INSTALLATION PLAN FOR SHEET s CONTROLLER CABINET AND ALL APPURTENANCES NECESSARY TO PROVIDE THE �e`�° F RCE N5'73486 EXP. 12-31-12 INTENDED OPERATION AS APPROVED BY THE ENGINEER. _ VA, 6400 OAK CANYON,SUITE 150 (949)474-1400 TEL 7 �' APPROVED BY: CONSULTING IRVINE,CA 92618 (949)281-8482 FAX No.C 73486 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE MISSION TRAIL AT LEMON STREET of 10 FURNISH AND INSTALL NO. 5 PULLBOX WITH LID MARKED "EDISON". a * ESP I,/,,A, APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE: AS NOTED BENCHMARK: 8 #r �9 CIVIL `°- THE STALE LAWS,AND PERMIT CAN BE ISSUED. tF pF CALM SHEETS ' ca2RAWaoDvanACha DESIGNED BY: MSV/KRR DRAWN BY: MSV/KRRA. DATE: a CHECKED BY: KRR PROJECT MANAGER: KEITH R.RUTHERFURD TY ENGINEER LO RCE#56915 DATE W.O. FOR: F.B. FILE NO. y BARRIER CONSTRUCTION NOTES CONDUCTOR SCHEDULE Q FURNISH AND INSTALL NEMA TS2 TYPE 2 CONTROLLER ASSEMBLY(ECONOUTE ASC/2-2100 SYSTEM 14 CONSTRUCT 8" AC DIKE PER COUNTY OF RIVERSIDE STD. 212. PAINT DIKE WHITE. 22 RE-PAINT(FRESHEN) ALL STRIPING A.W.G. RUNS PHASE DIAGRAM CONTROLLER), EVP, ITERIS VANTAGE EDGE2 VIDEO DETECTION EQUIPMENT, DIMENSION BATTERY WITHIN 200 OF INTERSECTION. OR CIRCUIT 2 3 4 5 6 BACKUP SYSTEM IN A NEMA CABINET SIDE MOUNTED ON THE OUTSIDE OF THE CONTROLLER CABINET, 15 INSTALL THERMOPLASTIC 8" SOLID WHITE STRIPE PER CALTRANS STD. PLANS, PLAN NO. CABLE TYPE AND ALL APPURTENANCES TO PROVIDE THE SIGNAL OPERATION AS SHOWN ON THE PLAN IN TYPE "P" A20D, DETAIL 38. 23 FURNISH AND INSTALL N0. 5 PULLBOX POLE A - - - - 1 1 1 1 m / ALUMINUM CABINET. TOP OF CONTROLLER CABINET FOUNDATION TO BE 18" ABOVE GRADE. NTH LID MARKED "EDISON". m POLE B _ _ _ - - - !C/�\`�1 Y1I/ 16 INSTALL THERMOPLASTIC ARROW MARKING TYPE IV(L) PER CALTRANS STD. PLAN NO. g POLE C - 1 - 1 - 1 - - - 1 E-� O2 FURNISH AND INSTALL 120/240V DUAL METER TYPE III-CF SERVICE EQUIPMENT ENCLOSURE WITH A42A. TYPE V PEC PER CALTRANS STANDARD PLANS AND CITY OF LAKE ELSINORE REQUIREMENTS. TYPE V 3 95 POLE D - - - 1 - - - 1 01 02 03 04 PHOTOELECTRIC CONTROL CONTACTOR AND TEST SWITCH ASSEMBLY SHALL BE INSTALLED IN THE 17 INSTALL THERMOPLASTIC ARROW MARKING TYPE IV(R) PER CALTRANS STD. PLAN NO. 12 POLE E - - - - - - SERVICE CABINET. SERVICE SHALL CONTAIN 120V 50 AMP METERED SIGNAL CIRCUIT AND 120V 30 A42A. POLE F _ _ NOT USED NOT USED NOT USED AMP LIGHTING CIRCUIT. SERVICE CABINET SHALL BE A MINIMUM 15 FEET AWAY FROM THE O CONTROLLER CABINET AND A MINIMUM 10 FEET AWAY FROM ALL UTILITY POLES. 18 INSTALL THERMOPLASTIC ARROW MARKING TYPE VII(L)PER CALTRANS STD. PLAN NO. SIGNING AND STRIPING TOTAL CABLES 3 - - - - 1 2 �- O FURNISH AND INSTALL OPTICOM DETECTOR MODEL 721 AND 3M MODEL 138 DETECTOR CABLE. A42A. GENERAL NOTES: 12 1 1 2 1 2 6 INSTALL PER DETAIL "A". IS RELOCATE EXISTING STOP SIGN AND POST. SEE SHEETS #10 4 LUMINAIRES 2 2 2 2 2 - 05 06 O INSTALL 3" CONDUIT WITH PULL ROPE PER SERVING UTILITY'S REQUIREMENTS. (SCE TO INSTALL RISER) 20 FURNISH AND INSTALL VIDEO CAMERA ON SIGNAL MAST ARM PER GENERAL NOTE 18. TOTAL 2 2 1 2 1 2 1 2 - FURNISH AND INSTALL VIDEO DETECTION PROCESSOR AND EXTENSION MODULES (ITERIS - OS INSTALL SIGN PANEL INDICATED ON SIGNAL MAST ARM PER STANDARD PLAN ES-7N, DETAIL "U". VANTAGE EDGE2) IN CABINET IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS INCLUDING FROM CAMERA LOCATIONS TO CONTROLLER AND ALL ET DETECTOR SCHEDULE © FURNISH AND INSTALL 2" CONDUIT WITH CONDUCTORS AS SHOWN. APPURTENANCESNNECESSARY TO PROVIDE THE INTENDED OPERATIONNAS APPROVED BY / DLC THE ENGINEER. SENSOR CHANNEL DETECTOR N0. OF OPERATION O INSTALL 12" SOLID WHITE THERMOPLASTIC STRIPE PER CALTRANS STD. PLAN NO. A24E. _ _ _ _ _ _ ZONES OOPS 21 PAINT 4" SOLID WHITE STRIPE WITH TYPE G RPM ADJACENT TOTAL VANTAGE VIDEO DETECC➢ONLPDI'ER CABLE i 1 2 - 1 4 #1 1 1-N-01 1 NORMAL ® INSTALL SOLID DOUBLE YELLOW CENTERLINE PER CALTRANS STD. PLAN N0. A24D, DETAIL 22. TO EACH END OF STRIPE AND ONE AT MID-SPAN (NO DETAIL). OQ A) 2 1-S-02 1 EXTEND INSTALL 2 ORANGE 2'IV VANTAGE VIDEO DETECBON COAX CII&E 1 1 d3" J3- 3- 4 1 9O APPLY THERMOPLASTIC "SIGNAL AHEAD" LEGEND PER CALTRANS STD. PLAN NO. A24D. FLAGS TO WRAN SIGNS / OPTICCM DETECTOR CABLE MODEL 39 1 1 4 #2 2 _ _ - FOR 60 DAYS AFTER 8 BOND WIRE 1 1 - 10 APPLY THERMOPLASTIC "STOP" LEGEND PER CALTRANS STD. PLAN NO. A24D. #3 1 - - - SIGNAL TURN Oyi CONDUIT SIZE 3" 3" -4 2 1-N-06 1 EXTEND 11 FURNISH AND INSTALL SIGN AS NOTED. #4 1 12 FURNISH AND INSTALL SIGNS AS NOTED ON SIGNAL STANDARD PER CALTRANS STD. PLAN NO. RS4. 2 1-E-04 1 NORMAL O A` / 1 2-N-01 1 NORMAL `V ❑ �`��`O O 9 / � \0 / #5 13 REMOVE AND SALVAGE EXISTING SIGN OF TYPE NOTED. 2 2-S-02 t EXTEND I SERVICEIPOINT / #6 1 3-S-02 2 NORMAL R REMOVE PAINTED PAVEMENT LEGEND BY SANDBLASTING pp#437J092E rn 4 2 1-W-03 1 NORMAL AND REMOVE THERMOPLASTIC BY GRINDING I 1 3-N-06 2 NORMAL AS DIRECTED BY ENGINEER. 1 W-03(72j /R/W - #7 2 2-N-06 1 EXTEND � 2' � 14 20' -- q 8 1 - - - 4 o D 23 21 75' # 2 2-E-04 1 DELAY 23 _l (T (/ owl') 01 INSTALL 2"C, 12 PAI + 3'N� 22 (1� 22 / #19INTERCO T TO HOD AILS O z A B (T ; R -3O 3,N VRAX'( _ / o 6'-0" 8'-0" C i 02 l \0 1 B Sign Sign 7 N 2g0 MASTA M 15' 0" 7' 10" 8'-10" TRAM I 1 2 04 3 20 7 N 01(g� ! / INSTALL 2"C, 12 PAIR / 04 t2 R9-3O 04 16 2� N 22 #19 INTERCONENCT 20' 0" 7'-10' 8'-10" A A 20 14 0 75 21 / ,v, DETAIL"B" 9'-2" 10'-2" R �. RSNS SIGN 30'-0" 9'-6" 10'-6" R/W _ l 20 3 01+06 3 �' t? 5 R3-4 „ -�3-1 5 3 0 \ 4 DETAIL "A" PLACEMENT DETAIL 35-0" 10'-6" 11'-6" .- - ' 75'21 A-0 "_,_•-' -�- 02 12R9-3O /,ice MAST ARM MOUNTING --- 22 o N ayER DEZECSOi.. I_ _7 1 I R 20 i,. 0 4 23 L INTERCO FAIT CLAMP FOR (R Rt-1/13 2 OPTICAL DETECTOR CotA 02 - - 1 - - '/� 12 R9-3O 7 D3-1 6 2#10 L�IMINAIIR0,LQ0) DETAIL"B" R 1#8 TR _250-Tp LIMIT LINE -- 6�0��- _ 3-5_ 01 � E O "- 03 3 20 6 1#8 TRACE SIGNAL �'"z�.____' =2,- SIGN LEGEND: 345' TO LIMIT LINE 3-S-0201) 5 18 SCALE.1 =20 02P 0 0 1#8 TRACE ' TYP.} „,.._� � 75'(21 _ F. 11+00 12 O RED 0 22 4 ., -- - ---- -- 12" O YELLOW 0 ►�- ----------- O_ 8 1 R 7 t0 0 ►�`--IN`1ERCONNEQT -CRESCENT ST 1-5-02(2) � ---'---- GUARDRAIL A °.,_ R9-3a R3-4 c.� 9 y ►-�' PER SHEET 7 EX. 25'� 12" G� �.►�" Ii-E-04(8) - O GREEN 2-S-02(10)® Zy _ ._ SIMULTANEOUS INTERCONNEC _..��'" W3-3 11 ' - [� PER-SHE INSTALL 2 ORANGE FLAGS TO W3-3 12" O GREEN SIGNS FOR 60 DAYS AFTER SIGNAL TURN ON STI`� 84 ' I RR DETAIL "B" < > TRAFFIC SIGNAL GENERAL NOTES oo 12' R3-16 w3-3 1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE 12. ALL TRAFFIC SIGNAL DETECTION, SIGNING, PAVEMENT MARKINGS, AND STRIPING SHALL BE '1 -f- CALIFORNIA DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS COMPLETED PRIOR TO TRAFFIC SIGNAL ACTIVATION. V/�/ �t 25' (LATEST EDITION), AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) (LATEST EDITION). 13. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE - 20 3 THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR POLE SCHEDULE 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF THE INTENDED OPERATION. ' STANDARD RSNS SIGNAL MOUNTING PPB LOCATION° AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO LUMINAIRE REMARKS ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT 14. ALL WIRING AND EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET JI I U NO. TYPE HEIGHT SIG.M.A. UM.M.A LEGEND VEHICLE PED. PHASE QUADRAN A B MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. THE CONTRACTOR SHALL FOR PHASE IDENTIFICATION. O w A 6-3-100 18.5' 15' - - Mission Trail - MAS SV-1-T - 2 W 12' 3' - BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY UNDERGROUND FACILITIES O 1 T - 15 50W HPSV - - - SV-2-T -- - - 3' - B DAMAGED BY HIS OPERATION. PHONE UNDERGROUND SERVICE ALERT (USA) A MINIMUM 48 15. UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. O 4-4-10 3V 35' 15' 25OW HPSVOlive MAS MAS SV-2-T - - - SEE PLAN 3' SIGNAL MAST ARM F= 20' s HOURS IN ADVANCE. TOP OF CURB a 16. SEE CALTRANS STD. PLAN ES-1A AND ES-1B FOR SYMBOL ABBREVIATION LEGEND. A A m 7-3-100 0' 0' 150 5OWHPSVMissOli Trail - MAS SV-2-T - - - -SEE PLAN 3' SINGLE FA R. .N. . 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY117-3-100 0' 15' SOW HPSV Olive - MAS -SV-1- -- - - 10' - COMPANIES AND UNDERGROUND SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO START 17. ALL SALVAGED EQUIPMENT NOT REUSED SHALL BE DELIVERED TO THE CITY OF LAKE I 15TS 30' - 15' 25OW HPSV - - - SV-2-T - 2 W -3' 3' - s OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ELSINORE CORPORATION YARD. I NOTE: ALL EQUIPMENT NEW ROTATE LUMINAIRE MAST ARM 90°C.C.W. °POLE LOCATION PER CALTRANS STANDARD PLAN ES-3C. ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. 18. A VIDEO DETECTION SYSTEM SHALL BE INSTALLED. THE SYSTEM SHALL INCLUDE THE - 4. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR FOLLOWING: ITERIS EDGE 2 CAMERA PROCESSORS, ITERIS R-Z4 AWDR COLOR CAMERAS, A O UNLESS OTHERWISE SPECIFIED. 19" ITERIS DRAWER RACK MOUNT MONITOR OR APPROVED EQUAL TO FIT IN CONTROLLER Q g a. a 5. ALL NEW RED, YELLOW, AND GREEN SIGNAL INDICATIONS AND RED INDICATIONS SHALL BE CABINET, BELDEN 8281 VIDEO COAXIAL CABLE (NO SPLICES), SIX-FOOT EXTENSION POLES WITH ASTRID BRACKETS FOR VIDEO DETECTION CAMERAS MOUNTED ON SIGNAL MAST ARMS, BCR - - - NOTE: QR�EL a LIGHT EMITTING DIODE (LED). SIGNAL LENSES SHALL BE CLEAR 12" WITH METAL HOUSING, AND 16/3 SJO CAMERA POWER CABLE FROM CABINET TO CAMERA, ALONG WITH BRACKETS Q "B" SHALL BE 3'-0" <3Y�eL�Te,�, VISORS, AND BACKPLATES. AND ALL OTHER COMPONENTS AND MATERIALS NECESSARY TO PROVIDE A FULLY I UNLESS OTHERWISE NOTED. GRAPHIC SCALE FUNCTIONING VIDEO DETECTION SYSTEM PER MANUFACTURER RECOMMENDATIONS. VIDEO O M`'J Na iROD1647 ,�•, ACCEPTANCE BY THE CITY OF VALDOMAR IS ONLY FOR IMPROVEMENTS IN 6. THE LOCATION OF SIGNAL POLES SHOWN ON THE PLAN IS APPROXIMATE. THE EXACT DETECTION SYSTEM SHALL BE OPERATIONAL AND AN ITERIS TECHNICIAN SHALL BE PRESENT �--B M' o W ao' 4W eo' E�y /14 THE CITY OF W DOMAR RIGHT-OF-WAY. LOCATION SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. AT TURN-ON. �E 7RAFF1�2 CITY OF WILDOMAR 7. STREET NAME SIGNS SHALL BE DIAMOND GRADE VIP REFLECTIVE SHEETING, WHITE LETTERS 19. ALL PULL BOXES WITH THREE OR MORE CONDUITS SHALL BE N0. 6 WITH FIBRELYTE LID OR POLE LOCATION DETAIL (IN FE T> CALL PUBLIC WORKS DEPARTMENT. ON BLUE BACKGROUND WITH CITY LOGO AND "CITY OF LAKE ELSINORE" BELOW STREET APPROVED EQUAL. I.imh= zD, ec 8 8. PEDESTRIAN SIGNAL FACES SHALL BE TYPE"A" PEDESTRIAN HEAD NTH LED UNIFORM NOT TO SCALE SERVICE ADDRESS Apr� AccEarEO Bv: INCANDESCENT LOOK COUNTDOWN MODULE. %✓Q� V / °Z/ 1 33045 Mission Trail DATE: b REVISIONS: PREPARED ER SUPERVISE OF• PREPARED BY: CITY OF LAKE ELSflJORE § 9. PEDESTRIAN PUSH.BUTTONS SHALL BE TYPE "B" ADA BUTTONS WITH INTERNATIONAL D 4 �� VA Consulting,Inc. SYMBOL SIGN PLATE PER CALTRANS SIGN SPECIFICATIONS R620. Q(tOFESS! MARC S.VIOLETT ATE ENOuleees•ruNNeRs•soeveroes o ° TRAFFIC SIGNAL INSTALLATION PLAN FOR SHEET' g f RCE NO.73486 EXP. 12-31-12 6400 OAK CANYON,SUITE 111 (949)414-1400 TEL 8 g 70. ALL NEW CONDUIT SHALL BE 3" PVC UNLESS OTHERWISE SHOWN. APPROVED BY: coNsvr.•rnvc Na.C 73186 THESE PLANS HAVE BEEN REVIEWED FOR COMPUANCE WITH THE IRVINE,CA 92618 (949)261-8482 FAX MISSION TRAIL AT OLIVE STREET of g 11. CONTRACTOR SHALL PLACE CONDUIT BY JACKING OR DRILLING UNLESS OTHERWISE g Exp.12/311. APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE: AS NOTED BENCHMARK: APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. Ji �P THE S2 LAWS,AND PER IT CAN BE ISSUED. 8 " m Il �ff_i 0 0 �� ICAiY ct • wt�s.A SHEETS C 2Rrd'MMSi DOWhA*W DESIGNED BY: MSVARR DRAWN BY: MSV/KRR DATE: y' KEN A.SEUMALO RCE/56915 DATE W,O. FOR: F.B. FILE NO. CHECKED BY: KRR PROJECT MANAGER: KEITH R.RUTHERFURD CITY ENGINEER