Loading...
HomeMy WebLinkAboutTR 31920-1 SIP Traffic Signal Imp Malaga & Diamond ci STREET IMPROVEMENT PLANS LEGEND OF ABBREVIATIONS AND SYMBOLS N FOR T. j/ C. TOP OF CURB H HEIGHT S U M M E R LY PHASE 1 C G.B. FCOWLINE AK DWY DRIVEWAY '0 EXIST.CONTOUR GRADE BREAKN.T.S. NOT TO SCALE ��l0-___ PROP'CONTOUR V� R.G. ROUGH GRADE C.B. IGHT OF WAY TRACTF.B. FINISH SURFACE .B. CATCH BASIN A.C. ASPHALTIC CONCRETE 2% SHEET FLOW RATE LAKEShORE DR1VF "�V R01D TRACT NO. 31920_1 INV. INVERT OF PIPE A.B. AGGREGATE BASE GRADED SWALE CENTERLINE CITY /��y Y.C. VERTICAL CURVE C.F. CURB FACE ��.' SWALL HIGH POINT VI 1 1 OF LAKE ELSINORE B.V.C. BEGIN VERTICAL CURVE CSP CORRUGATED STEEL PIPE ` SCALE £ COUNTY ®F RIVERSIDE E.V.C. END VERTICAL UM CURVE CONC. CONCRETE N+� B.C. BEGIN CURVE C.Y. CUBIC YARDS 10. FIRE HYIMWT 1�_ STREET LIGHT STATE OF CALFOp ,A E.C. END CURVE ELEV/EL. ELEVATION o WATER METER Ac. MIN P.R. OINT OF REVERSE CURVE UM MAX. MINIMUM CATCH >,v POINT OF CATCH BASIN&LOCAL DEPRESSION _ P.R.C.G EXISTING EDGE OF PAVEMENT � am ST. - - AL POINT OF INTERSECTION R.C.P. REINFORCED CONC.PIPE LAKE ELSNOFE r EP. EDGE OF PAVEMENT TYR TYPICAL CONSTRUCT AC OVER AB -. 'rf STADUIuI LP. LOW POINT -' EXISTING SPOT ELEVATIONH.P. HIGH POINT SO STORM ORAN —-- B.C.R ^.�. OW DOMESTIC WATER REMOVE AC PAVEMENT AND BASE LEMON STREET .., . . CURB RETURN PROJECT \; _ ,.t�` .. ' � °- �- \ Ec.Ir. END CURB RETURN 55 saNITARr SEWER i ! CF M.O.V.C. MIDDLE OF VERTICAL.CURVE RW RECLAIMED WATER TRAFFIC SIGNAL CONDUIT SrrE ,`..- : dp O.C. ON CURB CENTERLINE C PIN PORRON BLVD. BOULEVARD VICINITY MAP t Aro - W WITH RD. READ _RD.AVE. AVENUE NOT TO SLUE i ) ti-`� L LENGTH SL STREET J.S. JUNCTION STRUCTURE DR. DRIVE M.H. MANHOLE R/W RIGHT-OF-WAY GENERAL NOTES E PHA 2 ,% f 1. NOTE TO CONTRACTORS:THE EXISTENCE AND LOC47I0N OF ANY UNDERGROUND , ,c-- ��--i �...w 1 ' f g SHEET INDEX UTILITY PIPES OR STRUCTURES 90M ON THESE PLANS WERE OBTAINED BY A ,` SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CRY OF l�� 4 � \ _ }_,- , ",���` SHEET STREET PLAN DESCRIPTION LAKE ELSE DOES NOT CONSIBUTE A REPRESENTATION AS TO THE �`, ACCURACY OR COMPLETENESS OF THE LOCATION,NOR THE EXISTENCE OR /� (7 - f� -t" 1 TILE SRE:T NON-EXISTENCE OF AM UNDERGROUND U71M PIPE OR STRUCTURES WINN Saw THE LIMITS OF THE PROJECT THE CONTRACTOR S REQUIRED TO TAK 2 DIMIOPID 02 AND ApLAGA REND COI.PLAN E ALL j i '� i� 1' �, DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UMITES,PIPES �/ OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY fir, SHEET SIGNING AND STRIPING DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR �. r �, REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE _ " .� _ �C r i '� a{- Viz` �r� r�r` 3 SIGNING AND STRIPING PLANTS CONTRACTOR AT HIS EXPENSEy,� era' �FI't•�' / `r0 4,5 TRAFFIC SOW PANS 2. ALL WORK SHALL CONFORM 70 CITY CODES AND SIANAARO DRAMN(S,STANDARD , `._ r SPECIFICATIONS FOR PUBLIC WORKS(LATEST EDITION),AND STANDARD DRAWING OF THE COUNTY OFRIVERSIDE AND CITY OF LAKE ELSINORE, IT 6 THE CONTRACTOR'S RESPONSIBILITY 70 BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES. - '{ .•' �� J. THE CONTRACTOR SHAll NOTIFY THE CITY ENGINEERS INSPECTOR 48 HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(951)674-3124 EXT.247 I ���rrn.,,� ;, '' � �� ~ '� q, BETWEEN THE HOURS OF 9:00 AM. TO 4:00 P.M.MON04Y THROUGH FRIDAY. 1� PHASE 2 4. CONTRACTOR SHALL MAINTAIN TRAFFIC COVIROi.NV ACCORDANCE WITH CAtT1UNS TRAFFIC MANUAL AND war.c.H. MANUAL ar al TIMES Du1r1Nc coFLsrnucTON AS PHASE 2 APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAIL URE TO DO 50 SHALL REQUIRE 1MMEOATE WORK STOPPAGE I 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A RESPONSIBLE �-"`- REPRESENTATIVE AT THE JOB SITE AT ALL TIES DURING CONSTRUCTION - 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE / NECESSARY RELOC47ION OF ANY UTIUTI£S. CONTRACTOR SHALL NOTIFY ALL UTILITY 1 . Hw COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE r, -'-:� - - CONTRACTOR 511411.ALSO CONTACT UNDERGROUND SERVICE ALERT(O.SA)AT 1-800-227-2600 AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. 7THE CONTRACTOR SHALT.BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED ENGINEER NOTICE 400'INDEX MAP 0 200' 400' 800' 1600' GRAPHIC SCALE WORK AREA AND RELOCATION AND COST OF ALL EXISTING UTILITIES SUBOMDER MUST INFORM CITY OF LAKE ELSIIORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGNNING CONTRACTOR AGREES THAT HE SH4 L ASSUME SOLE AND SCALE: 1"=400' OF CONSTRUCTION, COMPLETE RE90WOlLITY FOR JOB SITE CONDOM DURING THE COURSE OF CONSTRUCWK INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING REQUIREMENT SHALL APPLY CON77NLIOLMY AND NOT BE LIMITED TO NORMAL LEGEND THE STREET SECTION,INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE WORKING HOURS. THE CONTRACTOR SHALL DEFEND.INDEMNIFY AND HOLD ELECWJIY,GAS,AND DRAINAGE FACILITIES THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR 9. ALL STREET SECTIONS ARE 1DVTATIVE ADDITIONAL SUIT TESTS WILL BE TAKEN AFTER ALLEGED.IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT STREET IMPROVEMENT SHEETS n = ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. SHOWN ARE FOR BONDING PURPOSES ONLY 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ALL UNDERGROUND UTILITIES OR STRWWRES,REPORTED OR FOUND ON ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SMALL BE PUBLIC RECORDS,ARE Y ACCEPTING WTM THEIR APPROXIMATE Of?PR LOCATION AND EXTENT, THE OWNER,BY ACCE7'TING THESE PLANS OR PROCEEDING WITH THE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD ME IN THE FORM OF AS-BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR ENGINEER WWMLESS FOR ANY Q4M4GE5 RESULTING FROM THE EXISTENCE OF TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGNEER. UNDERGROUND UILTIEB OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS,OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR 11. ALL EXISTING MONUMENTA77ON DISTURBED OR DESTROYED DURING CONSIRUC71ON RECORDED LOCATION. THE CONTRACTOR LS REQUIRED TO TAKE DUE SH AU BE REPLACED TO CRY STANDARDS AS APPROVED BY THE CITY ENGINEER. PRECAUTIONARY MEASURES TO PROTECT THE UTLITES OR STRUCTURES, CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF SHOWN AND ANY OTHERS FOUND AT THE SITE IT SHALL BE THE CONTRACTOR'S THE PROJECT BEFORE ACCEPTANCE IS GRANTED. RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 12. AN ENCR04CHUM PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR WITHIN PUBLIC RIGHTS-OF-WAY. BEFORE ISSUANCE OF SAID PERMIT THE LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER W17H A CERTIFICATE OF CHANCES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY INSURANCE REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT THE PREPARER Of THESE PLANS. MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE Of ASBESTOS-CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PROJECTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE JURSOCTIO4IL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR SOIL ENGINEER= OWNER ALL CONSTRUCTION,CONNECTION AND REWYAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL OSHA&EPA GUIDELINES TO MINIMIZE HEALTH 03SOLW'ORKS, INC. McMILUN SUMMERLY,LLC HAZARDS. EARTH SCIENCES GROUP P.O.BOX 8104 QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. C� CA AVENUEMCHER 26 SAN DECO.CA 92186-5104 36-010 1252 CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR (714)688-5600 T(619)F(619)336- TO BIDDING FOR CONSTRUCTION. 3010 `( mwww.3soilwor*&com a-1 REVISIONS: PREPARED UNDER SUPERVISION OF: ARm By 9 CORPORATE PARK, SUITE 100 CITY OF LAKEELSWORE - pgaFESSf M WILECFN MIKAMI DIAMOND DRIVE AND MALAGA ROAD TRAFRC SIGNAL IRVINE, CA 92606 SHEEP CORPORATION ti ro SCDTT M.WLSON DATE W T: 949-679-0090 ST�ILP MEME�(T PLANS 1 �+ DIAL TOLL TREE h R(E NO.49884 E)F. 9-30-16 i. TITLE SI-IFFY of s 1-800-227-2600 wo.Lassa: THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE SCALE; AS N01ED BEWCHMARK: N AT IEIA 1Mb OAY5 * E�O 04/70�18 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND RIVER90E�NCFIMARK N0.BM E-3-70.ELEV.1279.829. BRASS TRAFFIC SIL1f�&INSTALLATM PLAN� S _ gsora rou qc ,rr9 c,vn �� THE LLA AND PERMIT CAN BE ISSUED. DISC IN CONCRETE POST 72'NORTH OF"Y MTERSECTON OF MALAGA ROAD AT DIAMOND DRIVE SHEETS ucacnawn snMa uvrt w wmew,+x rNsow* DESIGNED BY: WMC DRAWN BY: WRAC B ChU4 ��l-'r�i DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE CHECKED BY: SMW PROJECT MANAGER: SCOTT M.WLSON R.C.E, lolo EXP.3-3G16 CITY ENGINEER 8l0-/tS OF MISSION TRAILW.O. FOR: F.B. FILE NO. DIAMOND DRIVE �> 14 lil I + % I1 fljll I I o_ I I Ii (j I t I I I I i I I I I I - r III I �� - I,I a - T i Ir - ETlSTPIC B`CURB tA N+ I I �' r RIW ------------------ ------ ------------ ---------- -} -- �'-LXWM a CURB an II 8r' ------------ -N7Z2'JYW-----— 3.=_--_ -- - - -- ---��-� -- - -` ----56-- 2V�eW--------89--------------86 ------- --------- ST w n ExlsnN - - --- — — - - - PROTECT E "- - --------------------- - ------ a --------S5--------�<EXt57�WG -2 I- --------055----------- E705---- UI------- -------------- ----- ---- CE I N 1 Cl \ 1 EX.R/W - - - - - - - � R as + I 8Uig it ~ I i + �] 6- 33 43( I 1 I I I i I I I I ,) STA 97+82.75 CONSTRUCTM NOTM I - END TR9IYSTTN7N "'� EXITS CURB TO 0" I (j I j M PVC t�3 —CONSTRUCT ACCESS RAW PER RIVERSIDE COUNTY STD.NO 403 I I L171 I I STA)I 92+75.00 8EGIN TRANSRION EXISTING CURB PROTECT IN PLACE G a t I GRAPHIC SCALE l I MALAGA ROAD ,� ° I p. ,�. �. DIAMOND DRIVE NOTE: -71 FOR SIGNING AND STRIPPING ( IN FEET) SEE SHEET NO.5 t tuoh- 40' tt. REVISIONS: PREPARED UNDER SUPERVISION OF: PREPARED BY: CITY OF LAKE ELSINOWE b CURVE TABLE 9 CORPORATE PARK, SUITE 100 CURVE LENGTH RADIUS DELTA TANGEM Q 1 -- WILSON M►KAMI DIAMOND DFdVE AND MAL.AGA ROAD TRAFFIC Ta'IdNAI. R 54.98 3US DELTA 35.00 � LS'!©/$' IRVINE, CA 92606 SHEET 4�1 M Fib CORPORATION o� SCOTT M.NIISON DATE T: 949-679-0090 STAEET MPROVEIdENT PLANS 2 9." 54.98 35.00 WO0.00J" 35.00 h RCE NO.49884 EXP. 9-30-16 MALAGA ROAD OF 59.46 33.00 IW34.20" 40.78 No.49884 THESE PLANS HAVE BEEN REVIEMED FOR COMPLIANCE WITH THE SCALE: AS NOTED BENCHMARK: 51.08 34.12 85'46'2CY 31.69 E.a.Waolm * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/Oft CITY AND RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS F��A. �.��� To�A. �-��.� 5 ,!` cwa �P STA WS, 0 PERMIT CAN BE ISSUED. DISC IN CCtlCRETE POST 72'NORTH OF*r INTERSECTION OF SHEETS DESIGNm BY: WMC DRAWN BY: WMC 9 W' CN.T fl/tY/.� DATE: CORYDQN STREET AND MISSION TRAIL. 27'EAST OF THE CENTERLINE CHECKED BY: SMW PROJECT MANAGER: SCOTT M.WILSON R.C.E. Ido EXP.3^3!•!6 CITY ENGINEER /D�/5 MISSION �' W.Q. FOR: F.B. nLE NO. MATCH LINE STA. 103+00 W EX. R26(CA) i SEE BELOW LEFT I I EX. R26(CA) (( I I I I I 1 I EX. R/W ( I I i MALAGA ROAD r ( E�R1-1 2 7 EX. R99(CA) 1•J 1 ^I I EX. R26(CA) EX. R26(S) _ Z I I i I EX. 'NO DUMPING F- - - - - - - - - EX. R26(CA) ALLOWED"SIGN EX. R1-1 C I G EX.R3-7(R ! I Z N• - - - - - - _ _ _ Fat.R6-1 i Q 71 e I I 0 J N Ex. R6-i(R) VAR. 13' 13'1 14• 14'�15' I 0 I = ® ---- EX. R3-7 - - TA: 98+20 - X. R 1 I I ~ d W -_- t2• - - - - - - - N-{SXTRISI E P NG I EX. W1 4(LT), EX. R/W Q co I _fj W13-1P(35) W MATCH LINE I 13' 1a' 13'I13 1 ' u' 15 is — (j,) S� o i PROP C8G N - - R26(S) STA. 103+00 s I ', I Ex. I R81 CA SEE ABOVE RIGHT 1 EX. R26(CA) EX. R1-i, ° R28(CA) � � I EX. W31A� p(. R41 EX. R26(CA) EX. R/W 3 EX. R26(CA) 2 R2-1(35) - - - Ri-1 950, EX. R/W R26 CA) 2 (500 R41 - - -� - - R28(CA) - - - - ]��X. - ( - - - - W3-3 I - - - W3-1 - - - - ---- - ro 4 � R3-7 - �4 N R61(CA) R4 R7a 7, I 5 - - - - - - - - - - - - FT - - - -- --- )JJ p J N - 1 R6-1 R X R - - - - - - - - _ 1 _ _ - - - - - - - - Z 8 EX. R2-1 35) -.--82 --._ 83 .--- TYPE -F1(CA} TYPEX. N-1(CAj, 0 2 — sz-- —� N W i a T — — — — — O m n -� 1 in % in EX.R2-1(35) V ,1 N W3-3( IQi ] _ iv �, EX. W74(Ln -iv --�- - --- _ _—.-- _ -- -- -- - ---- —_--u - - - . - - - - - i I' -----.- _._ _ - ----------- °a __-_.�._._ _------- -- -- -._ --- ---- --��------------- ---- I TYPE N-I(CA I = b -_-ao __.-- _... -- ---- ----- - -- --- -- -- -----m--- -- - W - - - w -- `� R6-1{ITT. -..- --.-.� - - -EX_R26 CA - - - - - - - - X. W73A�A) EX. R26(CA) EX. R26A(CA) R1-1 EX. 0 W3 EX. R2-1(35) EX. R/W �, '- _ R EX. R81 �I. fly ! EX. R26A(35), MALAGA ROAD R28A(CA)(MOD.S , � R1-1 CONSTRUCTION NOTES THIS SHEET EX. R/W I I O INS L THERMOPLASTIC PAVEMENT LEGEND INDICATED PER CALTRANS STD. PLAN A 13,1 0'13,13• O PAINT 4' BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A20A, DETAIL 9. W 1 ' MATCH LINE O PAINT 8" BROKEN WHITE LANE LINE PER CALTRANS STD. PLAN A20C, DETAIN 37. > I STA. 95+50 ® PAINT 8' WHITE LANE LINE PER CALTRANS STD. PLAN A201), DETAIL 38. 5 PAINT THERMOPLASTIC 4" SOLID WHITE LEAD IN SECTION (50 FEET IN LENGTH UNLESS I o• 60' SEE BELOW LEFT SHOWN OTHERWISE). PAINT 4" SOLID DOUBLE YELLOW MEDIAN ISLAND LINE PER CALTRANS STD. PLAN A20A, DETAIL 22. SIGNING AND STRIPING GENERAL NOTES z EX. R/W W PAINT 6" SOLID WHITE BIKE LANE LINE PER CALTRANS STD. PLAN A200, DETAIN 39. 1. ALL TRAFFIC LINES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. ® I ' I ( I 0 INSTALL SIGN OF TYPE INDICATED ON POST OR ON ST. LIGHT STANDARD WHERE 2. ALL LINES AND MARKINGS SHALL CONFORM TO CALTRANS STANDARD PLANS AND I ( I INDICATED PER CITY OF LAKE ELSINORE STANDARD DRAWING NO. 406B. SPECIFICATIONS (LATEST EDITION). I I I 13. 13' 1 13' 13• 1 W3-3 ® REMOVE EXISTING PAVEMENT MARKING OR STRIPING BY SANDBLASTING AND REMOVE 3. REMOVAL OF ALL CONFLICTING LINES AND MARKINGS SHALL BE BY WET ( 6 RAISED PAVEMENT MARKERS, IF ANY. SANDBLASTING AND INCLUDES REMOVAL OF RAISED PAVEMENT MARKERS. Q I ® REMOVE SIGN OF TYPE INDICATED. 4. ALL ARROW MARKINGS SHALL BE TYPE IV(L OR R) UNLESS OTHERWISE NOTED. ® IA 5. ALL LANE STRIPING AT INTERSECTION APPROACHES WITHOUT CROSSWALKS SHALL END 10 FEET FROM THE EXTENSION OF THE INTERSECTING CURB LINE. ( 1 6. ALL LANE LINES AT INTERSECTION APPROACHES AND DEPARTURES SHALL BEGIN AND END WITH 50 FEET OF 4-INCH SOLID WHITE LINE. EX R/W 7. LANE WIDTHS SHALL BE MEASURED BETWEEN CENTER LINES OF EACH ADJACENT EX. R/W SINGLE OR'.DOUBLE STRIPE OR TOP OF CURB AS APPROPRIATE. �t 13' 13' 1 'j13' 13' B. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. �+ N `o I j I I c I I 4 i n ! i I s I GRAPHIC SCALE A MATCH LINE m 4w w *� * N..,R001847a s, STA. 95+50 SEE ABOVE RIGHT 11-h 400• fL •R REVISIONS: P U S N PREPARED BY: CITY OF LAKE ELSWORB VA Consulting,Inc. pFgFESSlpy4 MOHAMMAD R.HEAT DATE( m VA GUMM-P AII10m.wanalim JOHN LA�NG HONES—TRACT NO.=20—PHASE 1 RCE N0.45776 EXP. 12-37-i6 i ,��p �FOR @ rorM0M 46 DISCOVERY,SUITE 250 (949)474-1400 TI_ a APPROVED BY: IRNNE,CA 92618 (949)261-8482 FAX THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSBLE FOR THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE MALAGA ROAD AND DMX*V DRWE OF ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN * No.45na + APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE:AS NOTED BENCHMARK: TF HEREON.IN THE EVENT OF DISCREPANCIES ARISING AFTER CITY sr �,g Q THE D PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV. 1279.829. BRASS FROM STA.75+00 TO STA 88+00 �} APPROVAL OR DURING CONSTRUCTION,THE PRIVATE ENGINEER vT �- o�' �c/ t/ DISC IN CONCRETE POST 72'NORTH OF'Y INTERSECTION OF SHEETS °o O � o O 0 SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE DESIGNED BY: SN DRAWN BY: SN f�'CA�W / DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE CENTERLINE o �2 'NbdnpOvjet` SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. CHECKED 8Y: KRR PROJECT MANAGER: KEIPH R. RUTHERFURD KEN RUKAVI ENGINEER RCE 42866 DATE OF MISSION TRAIL. W.O. FOR: F.B. FILE N0. CITY 0 CONDUCTOR SCHEDULE BARRIER CONSTRUCTION NOTES FURNSH AND INSTALL NEMAAW_G RUNS PHASE DIAGRAM 6 R/W O OMNI IeX CONTROL SOFTWARE, EVPM ANDINBATTTERYOBACKUP SYSTEMM NLYT CYPE 3321E WITH C OR TYPE CIRCUIT 4 5 6 7 8 0 I I I CABINET AND ONE SPARE OMNIX. POLE q EX. R/W I O FURNISH AND INSTALL 120/240V DUAL METER TYPE III-CF SERVICE EQUIPMENT POLE B - - - - y W .,E-3. I I I ENCLOSURE WITH TYPE V PEC PER CALTRANS STANDARD PLANS AND CITY OF LAKE g POLE C 1 1 1 1 1 1 1 1 - - - 1 n mz 03 m4 2" C o ELSINORE SPECIAL PROVISIONS REQUIREMENTS. TIDE V PHOTOELECTRIC CONTROL POLE D - 1 1 1 - - - 1 6 PR#20 S.I.C. a I I EX. R/W CONTACTOR AND TEST SNATCH ASSEMBLY SHALL BE INSTALLED IN THE SERVICE E-�► I b3 I CABINET. PHOTOELECTRIC CONTROL CONTACTORS SHALL BE 60 AMP CONTACTOR FOR 12 POLE E - - - - - 1 I 0� E I2` C, 2 DLC N x I I LUMINAIRES, AND 30 AMP CONTACTOR FOR STREET NAME SIGNS. p�G - - _ - - _ _ 1 1 DETAIL AA„ W I I I I Q FURNISH AND INSTALL GTT OPTICOM DETECTOR MODEL 721 AND GTT MODEL 138 POLE H - - _ - - _ 1 t MAST ARM MOUNTING CLAMP FOR F 1 � � m7 DETECTOR CABLE. INSTALL PER DETAIL "A". TOTAL CABLES 3 1 2 3 4 i Z 3 8 OPTICAL DETECTOR LL O INSTALL 3" PVC SCHED. 40 CONDUIT WITH PULL ROPE PER SERVING UTILITES 12 1 2 3 Z. 1 2 3 8 •A�noaaeMo4al �= Q 2 REQUIREMENTS. LLS.N.S. 2 2 2 - 2 2 - #12 ex va I 1 I BeI O INSTALL SIGN PANEL INDICATED ON SIGNAL MAST ARM PER STANDARD PLAN ES-7N, nmw DETAIL"U". TOTAL 2 2 2 2 - 2 2 - tt�"- 160' #10 LUMINAIRES 2 2 2 2 - 2 2 - �* >n�louox ckvrIox I- mi IS) INSTALL 2" PVC SCHED. 80 CONDUIT WITH 6 PR#20 S.I.C. TO#6 PULLBOX ADJACENT TOTAL 2 1 2 1 2 2 1 - 2 2 - wme et ("� I TO CONTROLLER CABINET ON THE N/W CORNER OF DIAMOND DRIVE AND MISSION TRAIL 01 DETECTORS - - - - - - - a>Mr wLLi°awx v I I ( i, �I I I (2628' c TO c). TERMINATE S.I.C. IN CONTROLLER CABINET AS DIRECTED BY ENGINEER. 02 DETECTORS - - - - 1 2 2 2 2 — 2 I PROP C&G 03 DETECTORS - - - - - - - - Q REPULL EXISTING PULL ROPE IN EXISTING A CONDUIT AND INSTALL 6 PR 20 S.I.C. TO ao � PULLBOX ADJACENT TO CONTROLLER CABINET ON THE N/E CORNER OF MALAGA nwawl # DLC 04 DETECTORS - 2 2 2 - - - 2 • I I I EX. R/W R78-Z(CA) ROAD AND MISSION TRAIL(1475' c TO c). TERMINATE S.I.C. IN CONTROLLER CABINET 05 DETECTORS - - - - - - - - -- ® AS DIRECTED BY ENGINEER. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY I ( I o� EQUIPMENT FOR COMMUNICATION. EX. R/W1 13' 14' 13' 13' 10'I 4 14' SAT' VAR. I 11 06 DETECTORS - - - 2 - - - 2 _ ron:rarawr%r�Ws�TWramryrr e 1 SCE DUAL METER 07 DETECTORS - - - - - - - - - - - 08 DETECTORS - - - - - - 2 2 mi, r+mT�mm eelor�mmc PEDESTAL ADDRESS: 0 FURNISH AND INSTALL 2" PVC SCHED. 80 CONDUIT WITH CONDUCTORS AS SHOWN. TOTAL OLC - 2 2 4 2 2 4 8 M _ i I 595 DIAMOND DR BELDEN 6281 WA%MI.CABLE 1 1 2 2 - 1 1 4 I EX R (CA) LS3 & TC7 , FURNISH AND INSTALL VIDEO CAMERA ON SIGNAL MAST ARM PER DETAIL CAMERA MOUNTING DETAIL THIS SHEET. FURNISH AND INSTALL VIDEO DETECTION PROCESSOR NDEO DETECTION POO CASE 1 1 2 2 - 1 1 4 VIDEO DETECTION ZONE DETAIL L 2" C. I ( U Ho (J iueH AND EXTENSION MODULUS IN CABINET IN ACCORDANCE WITH MANUFACTURER LPTICOM DETECTOR CASE MODEL 038 1 1 2 2 - 1 1 4 SIGNAL MASTARM MOUNTING 6 PR#20 I �' REQUIREMENTS INCLUDING CABLING FROM CAMERA LOCATIONS TO CONTROLLER CABINET S.I.C. ,4[4A� AND ALL APPURTENANCES NECESSARY TO PROVIDE 111E INTENDED OPERATION PER #8 BfIO MFE 1 1 1 1 1 2 ��M�UNG E C 4 2 SPECIAL PROVISIONS AND AS APPROVED BY THE ENGINEER. 6-PAIR`20 MTERCNIFCT CABLE - - - - - - - 1 - p''��' P LL ROPE 2/10 INAIRES. g' EX. R1-1 IN L 6 2012 1 S I 8 2#6 (SIGNAL) "I M 8 10 INSTALL EDGE-LIT LED IISNS ON SIGNAL MAST ARM. SEE SHEET 25A-2 FOR DETAIL. CONDUIT SIZE 3"(E 3"(E 3"(E 4" 3"(E 3"(E 3"(E 2-4 •, ��0, EX. SNS # S.I.C. -> O CONDUIT FILL PERCENTAGE 6% 23% 35% 26% 10% 23% 32% 25% I'TR1A EX. R26(CA) I t0 tO 1 F A. I _ ® E 8 11 INSTALL 2" PVC SCHED. 80 CONDUIT YWTH 6 PR#20 S.I.C. TO#6 PULLBOX ADJACENT ALL CONDUIT AND WIRING ARE NEW UNLESS NOTED OTHERWISE. is O TO CONTROLLER CABINET ON THE N/E CORNER OF DIAMOND DRIVE AND VILLAGE (N)-EXISTING _ �' PARKWAY(865' a TO c). TERMINATE S.I.G. IN CONTROLLER CABINET AS DIRECTED BY CABLE TV 3 G EX. 2"C Wf PULL ROPE, ENGINEER. INSTALL 6 PR 20 S.I.C. N� E &I.YCLE VCC-0 DE78CIDN ZOtME ; __ # EX. 2"C W/PULL ROPE, CONTRACTOR TO ' INSTALL 6 PR#20 S.I.C. E%. R/w LooPDETEcroRSAyrcuTDElAyI COORDINATE EX. ST. 0 4 O Ex. R1-1 EX Rfw MALA A ROAD 7 �m H - - �- LIGHT REMOVAL WITH SCE p EX. R26(CA) 2" C. 2 DLC - - - - - - - - - - - - - - - - i5 i2 R26(CA) EX. R81(CA) t0 02 - 7 02+05 EX. R A) 08 I 9 R73-2 1 0 - 30' TO U 10 9 I iv - -- --"-- =WALK 14'X22' o n EX. R4-7 08 3 03+08 _ — — EX. R4-7a N iv EX. TYPE N) 5 R73- I 8J7L CONTROLLER DETECTOR INPUT(TYP.)�J6U EX. TYPE N-1(CA) � _-_-_- 03 07 3I5L - b 315U - - - I- - - - -( 7J5U-�o �J5L - -- 2 13 a R73-3 5 EX. R4-7 EX. EP 446UZ230' TO 417U ' 9 1 EX. TYPE N-1(CA)ALK 04+07 3 EX. R6-2 R 06+070.L.A. ( T) • 04 — -- e — - 6 416U a 417U N 10 f 6o 417 03 R73-2 I w -- eo 01+06 3 5 - _ _ _ _ _ 06+07 9 EX. C&G --0 ----- -- Imo' EX. C&G EX. R26A(CA) EX. R1-1 GENERAL TRAFFIC SIGNAL AND LIGHTING NOTES 2" C. 2 DLC EX. R/W a EX. R w-- O - -_-�-- A EX. R2-1(35) -"""---•.__ 1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE 10. ALL NEW CONDUIT SHALL BE 2" PVC UNLESS OTHERWISE SHOWN. \ / EX. R26A(CA) REQUIREMENTS OF THE CALIFORNIA DEPT. OF TRANSPORTATION, STANDARD i PLANS AND STANDARD SPECIFICATIONS(LATEST EDTION), THE MANUAL ON 11. CONTRACTOR SHALL PLACE CONDUIT BY JACKING OR DRILLING UNLESS - UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) (LATEST EDITION), AND OTHERWISE APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. 5 THE SPECIAL PROVISIONS FOR THIS PROJECT. 12, ALL TRAFFIC SIGNAL DETECTION, SIGNING, PAVEMENT MARKINGS, AND © 10 10 Q _ POLE SCHEDULE 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE STRIPING SHALL BE COMPLETED PRIOR TO TRAFFIC SIGNAL ACTIVATION. EX. R4-713 M I LED EXTENT OF AVAILABLE RECOREDS AND KNOWLEDGE. THE CONTRACTOR, Ex. R81(CA) TYPE N 1(CA) iy N I STANDARD I,I•SNS SIGNAL MOUNTING PPB U) REMARKS HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF 13. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. I EX. R42(RT) I I I NO. TYP HEIGHT G.MA UM.M. NN LEC�TD VEHICLE PED. PHASE QUADRAN A B UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH IT SHALL BE THE CONTRACTOR'S RESPOSIBILITY TO PROVIDE THE CORRECT EX. R/W EX. Rt-1 6-4-1 IG 45' i5' 166W LED iLEa Dr MAS MAS SY-1-T ED 2 W 13' 3' SIGNAL MAST ARM F= 20' FACILITIES OR INTERFERE WITH THEIR SERVICE. THE CONTRACTOR SHALL CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. II BEAR THE TOTAL EXPENSE OF REPAIR OR REPLACEMENT OF ANY Q 1-A IV - - - - - - -2-T p-1-C 4 N 14' 3' UNDERGROUND FACILITIES DAMAGED BY HIS OPERATION. PHONE 14. ALL HARING AND EQUIPMENT SHALL BE MARKED(TAGGED) WITHIN THE I I 6-4-100 30 45' 15 16OW LED ago MAS MAS V-1-T P-1-C 4 N 13' 3' SIGNAL MAST ARRIFF767 2 UNDERGROUND SERVICE ALERT(USA) A MINIMUM 48 HOURS IN ADVANCE. CONTROLLER CABINET FOR PHASE IDENTIFICATION. Uj v'> I) 1-A 10' - - - - - - TV-2-T p-1-C 6 E 13' 1 ` I I i Ex.R/W 6-4-100 30 45 15' 16OW LED iamond Dr MAS MAS SV-1-T -- 6 E 13' 3' SIGNAL MAST ARM F= 20 i 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL 15. UNDERGROUND SIGNAL LJGHT CONDUCTORS SHALL NOT BE SPLICED. / I �" 1-A 10' - - - - - - N-2-T -1-C 8 S UTILITY COMPANIES AND UNDERGROUND SERVICE ALERT A MINIMUM OF 48 �y. HOURS PRIOR TO START OF CONSTRUCTION. IT SHAH BE THE 16. SEE CALTRANS STD. PLAN ES-1A AND ES-1B FOR SYMBOL ABBREVIATION L.L. 8' 13' 14' �4' 10' 1 14' 13' 6 I 2 DLC 9-5-10 30 50' 15 160W LED Malaga MAS MAS SV-1-T __ 8 S 12' 3' SIGNAL MAST ARM F= t5 0` RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF LEGEND. a 40' 40' I 1-A CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. NOTE: ALL EQUIPMENT NEW o 17. ALL SALVAGED EQUIPMENT NOT REUSED SHALL BE DELIVERED TO THE CITY 60' 60' POLE LOCATION PER CALTRANS STANDARD PLAN ES-4C. 4. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY OF LAKE ELSINORE CORPORATION YARD. '' a' THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. 0 I ( I I I I 18. VIDEO DETECTION CAMERAS SHALL BE MOUNTED ON SIGNAL MAST ARMS Z I 2" C. 5. ALL NEW RED, YELLOW, AND GREEN SIGNAL INDICATIONS, PED INDICATIONS, WITH SIX-FOOT EXTENSION POLES WITH ASTRO BRACKETS. FINAL LOCATION ^ ! 6 PR#20 Lri AND I.I.S.N.S. SHALL BE LIGHT EMITTING DIODE (LED). SIGNAL LENSES SHALL SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. V I SLC, BE 12" WITH METAL HOUSING, VISORS, AND LOUVERED BACKPLATES. 19. SIGNAL INTERCONNECT PULLBOX SPACING SHALL BE 500' APART MAXIMUM. o 6. THE LOCATION OF SIGNAL POLES SHOWN ON THE PLAN IS APPROXIMATE. I pplfESS/q THE EXACT LOCATION SHALL BE DETERMINED IN THE FIELD BY THE 2D.ALL PULL BOXES WITH THEE OR MORE CONDUITS SHALL BE NO. 6 WITH ENGINEER. FIBERLYTE LID OR APPROVED EQUAL �IX' R/W O 'RWt H 0 7. STREET NAME SIGNS SHALL BE EDGE-LIT IISNS, WHITE LETTERS ON BLUE - 3 2 LC >'* GRAPHIC SCALE s BACKGROUND WITH CITY LOGO AND "CITY OF LAKE ELSINORE" BELOW STREET I cv 11 NAME. sr v 2V W '.1w +W Wn o EX. R/W,__,A 1 s , 8. PEDISTRIAN SIGNAL FACES SHALL BE TYPE "A" PEDESTRIAN COUNTDOWN N r AL 5 HEAD WITH LED UNIFORM INCANDESCENT LOOK COUNTDOWN MODULE. IN ter) o 9. PEDESTRIAN PUSH BUTTONS SHALL BE 2" DIA. (MIN.) ADA COMPLIANT, a i Immh= zo' n VIBRATORY/AUDIBLE, TYPE "B" BUTTONS WITH INTERNATIONAL SYMBOL SIGN . PR UN SUPS PREPARED BY: ELSWOFE PLATE PER CALTRANS SIGN SPECIFICATIONS R62D. ACCESSIBLE PEDESTRIAN W O 0 W W O 0 REVISIONS: • • 'F �� �5 VA Consulting,Inc. STY LAKE SIGNAL(MPS) SYSTEM SHALL BE INSTALLED PER CALIFORNIA MUTCD �z� ° h' � `L�I MOHA MAD R.HEIAT DATE VAJL% >rN�s•puaN�s•:wevstraos '10FN L. Q F'I�ES-iAACT NQ•31920-PFIAS'E SECTIONS 4E.09, 4E.10, 4E.11 AND 4E.12 THE PRIVATE ENGINEER SIGNING THESE PLANS IS ti� DR �, RCE NU.45776 EXP. 12-31-16 oRESPONSIBLE FOR ASSURING THE ACCURACY AND c+o i APPROVED BY: DISCOVERY, �250 (949)261-8482 FEL 4 a ��'n•� IRNNE,CA 92618 (949)261-8482 FAX 1lIFV-i-IC Swvya..p IMLLNIMN rLlV\FW m ACCEPTABILITY OF THE DESIGN HEREON. IN THE '"•� "' THESE PLANS HAVE BEEN REVIEWED FOR COMPUANCE WITH THE OF „ EVENT OF DISCREPANCIES ARISING AFTER CITY ,t 45776 * APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE: AS NOTED BENCHMARK: .- APPROVAL OR DURING CONSTRUCTION, THE PRIVATE Jj P THE STp L AND PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO.BM E-3-70.ELEV.1279.829. BRASS MAL.ACSA ROAD AT MMOND DRIVE 5 •o ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING •9j�, � $� J� DISC IN CONCRETE POST 72'NORTH OF"T'INTERSECTION OF d AN ACCEPTABLE SOLUTION AND REVISING THE PLANS DESIGNED BY: SN DRAWN BY: SN CFCA�O L DATE: CORYDON STREET AND MISSION TRAIL 27'EAST OF THE C NTERUNE SWHEEMTS KEN RUKAVINA RCE 42866 ATE OF MISSION TRAIL, FOR APPROVAL BY THE CITY. CHECKED BY: K182 FNROJECT MANAC•ER KEITH R.RUTHERFURD TY W.O. FOR: F.B. FILE N0. 1 EDGE-LIT STREET NAME SIGN i AS R£QVIRSO . ,i L � Nissin Trail 1 o - r �' • ' Hidden Trail Main Legend Font:Hwy E 8"UC/6"LC White "CITY OF"Font:Trajan Pro 2"UC White "LAKE ELSINORE"Font:Mason(modified)4"UC White Background Color:3M 1175 Blue x. DETA■ V CITY OF LAKE ELSINORE EDGE—LIT STREET NAME SIGN m M N O Q P 3 V O I ESS/py,. N.M=647o* GRAPHIC SCALE 0 r x yyy w en o IN FM f�,, 1 inch 20' It REVISIONS: PR g �� 5 PREPARED BY: VA C011s kind IIIC. CITY OF LAKE ELSINORE qp/ M IAD R.HEAT DATE VV •>�•ANN�• �f L-�1NQ HOMES''iRACT NO.31o20-PHASE 1 0 ti¢Y'pJ ' ", RCE NO.45776 UP. 12-31-16 I h i 46 DISC044RY•SUITE 250 (949)474-1400 TEL �y���^ ��p� ���• p� ♦ �p yap ^ APPROVED BY: �'• IRNNE.CA 92618 (949)261-8482 FAX I RAFFgC q QNAL WS1 ALLA i M\r L M FOR a0 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE OF 45 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND SCALE: AS NOTED BENCHMARK: Sj. P THE ATE�tAW�S,AND PERMIT CAN BE ISSUED. RIVERSIDE BENCHMARK NO,BM E-3-70.ELEV.1279.829. BRASS MALAGA ROAD AT DIAMOND DFM 5 .o q d �� S,-7-f(Ii DISC IN CONCRETE POST 72�NORTH OF'T"INTERSECTION OF SHEETS DESIGNED BY: SN DRAWN BY: SN OFCAI� DATE: CORYDON STREET AND MISSION TRAM.. 27'EAST OF THE CENTERLINE CHECKED BY: KRR PROJECT MANAGER: KEITH R.RUTHERFURD KETN RUKAVINRA RCE 142866 DATE OF MISSION TRAIL W.O. FOR: F.B. FILE NO.