Loading...
HomeMy WebLinkAbout03-53_03-53 ; I CONDUCTOR SCHEDULE li lij jqql' II I POLE SCHEDULE 1 1 i Y� I g� CONDUIT RUN II i� '� 1 , ',,I POLE IMAST ARM LENGTH H.P.S.V. I VEHICLE SIGNAL MOUNTING PED SIGNAL PPB S.N.S. POLE PLACEME 9 I I N0. TYPE HEIGHT SIGNAL LUMINAIRE LUMINAIRE MAST ARM POLE MOUNTING b QU ARROW A B REMARKS CABLE TYPE POLE ( I I'. i 1 2 3 4 5 6 7 8 t, t " I I ( I I I I f I AO 24-4-80 30' 35' 15' 250 W. 2-MAS SV-1-T SP-1-T 8 4 LEFT Canyon Estates Dr. 2.5' 5' A 1 1-A 10' - - - TV-2-T SP-1-T 2 1 RIGHT 2.5' 5' , VEH-PED B 1 1 CL Ii II I 1 \ C 19-4-80 30' 20' 15' 250 W. 2-MAS SV-1-T SP-1-T 2 1 LEFT 2.5' S' 12 CSC C 1 1 1 1 X \ O Summerhill Dr. I - p 1 1 1 1 1 1 1 1 Q I I I f I v� 1-A 10' - - TV-2-T SP-1-T 4 2 RIGHT 2.5' 4.8' % I k I __ o SV-1-T ' 02 INDICATOR TO BE MOUNTED F- I A , I EO 26-4-80 30' 45' 15' 250 W. 2-MAS SP-1-T 4 2 LEFT Can on Estates Dr. 2.5' 3.T 1 PPB E 1 i 1 1 O 1 I I ¢ $V-1—r Y 1T ABOVE GRADE. 3 CSC W I OF 1-A 10' - - - TV-2-T SP-1-T 6 3 RIGHT F 1 1 1 1 1 1 Z I ao I > 2.5' 4' I $ G 1 1 1 1 1 1 - 0 I a w O 19-4-80 30' 20' 15' 250 W. 2-MAS SV-1-T SP-1-T 6 3 LEFT Summerhill Dr. 2.5' 10.3' € H 1 1 Z I I' I I - y—� !�H 15' 20' - DELETE - SV-1-T SP-1-T 8 4 RIGHT 25• 7• '/6 INDICATOR T° BE MOUNTED 1 1 Q I I; l Q ARM ATAG SV-1-T" 17'ABOVE GRADE. I m TOTAL 1 3 2 4 3 9 3 1 1 U I x3 — — DD O TYPE 9B 20' 2.5' I I AWG CIRCUIT , , `----'--�_ EXACT POLE LOCATION TO BE DETERMINED BY THE ENGINEER IN THE FIELD [ MAST-ARM MOUNTING II , I #10 LIGHTING 2 2 2 2 2 CLAMP FOR EVPETAIL DETECTOR ( I I I � �J8 FLASHING BEACON 21 POLE PLACEMENT O 2 01 1 II 02 3 3 3 3 ; I 04 3 3 3 1 3 DLC 05 1 1 1 1 1 I o I 22'I A 22' 1 /' QUADRANT I TYPE B 06 3 3 I 6' 11 16' i PEDESTRIAN (TOSP\B ;N LOCATION 08 3 3 i; II TOTAL DLC 3 3 7 14 7 4 4 v I _1^�� )I 1 1 + 1 1',"I; I PHASE DIAGRAM 138 OPTICOM DETECTOR 1 1 BCR 2 2 4 1 1 {4 rr 11 I I 1 GROUP A GROUP B 3 3 3 2-3 2-3 3 3 3 1 ? I ; I �I NTS CONDUIT SIZE (in) I i 1 1 R CONSTRUCTION NOTES: i 1 l 1 N NOT �j INSTALL AN ECONOUTE TS2,ACS/2S-2100 SYSTEM CONTROLLER I i ; p I it G - USED ASSEMBLY, COMPLETE WITH DETECTION FOR 8 PHASES, COORDINATION 12r 4(1�L) , I I o— b TELEMETRY, DETECTION SENSORS,AND AUXILIARY EQUIPMENT, EMERGENCY 1 Ij F7+ -_-r =I=1- 4==-=-+-j I 1 1 01 02 03 04 VEHICLE PRE-EMPT AND APPURTENANCES IN TYPE "P" UNPAINTED I I II ALUMINUM CABINET. SET TOP OF FOUNDATION AT 18"ABOVE GRADE. 1 b41 ��L R A INSTALL MYERS BCSOPM-UPS EXTERNAL CABINET WITH A PBM-ITS01250 POWER I IA I I i BACKUPS SYSTEM AND FOUR BOAS BATTERIES. F I Q '� © N o— b NOT INSTALL 120/240 VOLT TYPE III-CF SERVICE WITH 120 VOLT 50 AMP METERED SIGNAL 6 - G - USED CIRCUIT, 120 VOLT 15 AMP FLASHING BEACON AND SEPARATELY METERED 120 VOLT I v 30 AMP LIGHTING CIRCUIT. 1 - '�,a ��3 05 06 07 08 I O / I a INSTALL USING 90' BACKET ON 2 $$ 03 INSTALL 2"C - 2 #10 (LUMINAIRE), 2 #8 (FLASHING BEACON) / s /� I � ®B 7 48 � ® �` 7 VERTICAL SHAFT MOUNT AT 20' B ®INSTALL 2"C - 2#6 _— 06P/�/' 08 i ' 6 � H ---_OVE GRADE SUMMERHILL DR. m ❑5 INSTALL 3"C WITH PULLROPE PER SCE REQUIREMENTS ( i ( I R34 //V ,Z / I _ - - 06 i I _ —'__- STg1C I ©INSTALL SIGN (AS SHOWN) / 1 02 " i.l( -- ----- ?C t �i � 05 ���_ � -Z pLC• ZX8 C Q7 INSTALL EVP DETECTOR PER DETAILS "A" -III_- ����_ 06 i \ � � R/W (FLASHING g INSTALL SURFACE MOUNT WEATHERPROOF ALUMINUM NEMA ENCLOSURE ON �� -- — _ �'MIO RUN\ ICON) 8 THE SIDE OF THE CONTROLLER CABINET FOR TELEPHONE INTERCONNECT ACCESS. i l/ R73-2 6 / ' MINIMUM ENCLOSURE DIMENSIONS SHALL BE 11"X11"X4 WITH 3/4" / �x'swa`� 7 ti PLYWOOD BACKBOARD. .N�y %%'` i / ��, - -------- ----- \� ❑9 REMOVE AND SALVAGE EXISTING STREET LIGHT. / swe� / = f - --- ____-- 05 -- - - CONTROLLER DET. ' g - -------------- - _ G x �,'� 0201 R73-Z "R34 � 02 = - Q__ 2 ` \ �\ \` `� INSTALL 1.5"C - 2#8 (FLASHING BEACON) --ter y _J 1 ���. 6 \ \ 4g Tp ` `� \ 02P \ 04 1`04 %�02 \ �\ Cqp ? � INSTALL PULLBOXES AT 200' %/ INTERVALS. 2-085167 INSTALL 2"WITH 3/8" PULLROPE \. �s "<a l .\ PER VERIZON REQUIREMENTS. 14'I 1 I I CALL MS. LITA HERNANDEZ AT(909)925-6212 10' I I-_J FOR SERVICE SCHEDULING. GENERAL NOTES 1 TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 2002). ( I m 1 I j SCE SERVICE POINT 2 LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE.THE CONTRACTOR SHALL DETERMINE THE .� I ( • 1 ��'� EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE, HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS, PHONE UNDERGROUND SERVICE ALERT AT(800) 227-2600. I1 22' 3 CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 1 I' 20' 20' TELEPHONE SERVICE POINT (T-526A) ' �� � �, I 4 OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT I \ �x 5 ALL VEHICLE INDICATIONS SHALL BE 12", PULLBOXES SHALL BE N0. 5 AND CONDUIT SHALL BE 2"RIGID METAL EXCEPT AS SHOWN.ALL SIGNAL HEADS AND HARDWARE SHALL BE METAL.ALL SIGNAL AND PIED INDICATIONS SHALL BE LED. 6 STREET NAME SIGNS SHALL BE DIAMOND GRADE VIP REFLECTIVE SHEETING,WHITE LETTERS ON BLUE BACKGROUND -0 I 1 20 10 0 20 40 60 WITH CITY LOGO AND "CITY OF LAKE ELSINORE" BELOW STREET NAME. " i1 I I SCALE 1"=20' \ 1-08(8) I I 1 it I PRIVATE ENGINEERING NOTE PREPARED UNDER THE DIRECTION OF: IN TILE CRY OFLAU ELSEiORE, Underground Service Alert ROFEss, (� CANIYENGINEERINGGROUP,INC. COONTYUFRIPARCEL4,PA29235E OF awu e \J PARCEL 4,PM 29215 I �° a f L CIVIL ENGINEERING - PLANNING - SURVEYING TENTATIVE PM 10832 Call: TOLL FREE _�coU x naA mars nNT N ACCOMNCE Nn fE G LY hr KEE T.L701 i� O ro "' W°00VA£�NSPo»y.RY R>R N E a REGISTERED CIVIL ENGINEER N0. G0896 TRAFFIC SIGNAL PLAN 12/31/04 2020 IOWA AVENUE, SUITE 102, P.O. BOX 52050, RIVERSIDE, CA 92507 — 8�0 �M01^0N4° TME rA,:uL 0° 'P1°1p"OF 1NE PAO1E0t• EXPIRATION° DATE: �� TEL (909) 683 - 5234 FAX (909) 683 - 5301 Aa r ro MRY WNIMIgISLYY'E 111Y1FD rou0xru ' at THESE PLAN HAVE BEEN RENEWED FOR COMPLIANCE H SUMMERHILL DRIVE OF 2 SHEETS 22�-2soo w wo wUPcrox A�ro s, aNL THE APPROPRIATE LAWS. AND P OF DEVELOPMENT AND/OR CANYON ESTATES DRIVE I>6�• �'wmn + M�NAEss fAoy�+�+' 1l pfe CRY AND SPATE LAMS,AND PERMIT CAN BE ISSUED. rwo Au uMNm.Nk ox AUEOED,w wwwccrnU Nn1 n¢PtlsaxNlwl f p� �Ao CALE: BENCH MARK: FILE NO. TWO WORKING DAYS BEFORE YOU DIG E01 'Y '"01^"501 NUN AEY� Y ,�, o„h ,Q (flj� � 7.Z*"eS 1"-20 omcrco LN onArw afam m Rl-`aym O'D_wl RCE/26603 DATE: W.O. FOR F.B. JULY 2003 1098-002 KIPP II or4o s15n.'M• rrr TI2.91o3 I $ 0 _ _ _ - � l � I ti \ %�\ %� CONSTRUCTION NOTES: \ INSTALL 8" SOLID WHITE DETAIL 38 THERMOPLASTIC INSTALL 12" CROSSWALK (THERMOPLASTIC) 3 INSTALL 4"/4" DOUBLE YELLOW (DETAIL 22) (THERMOPLASTIC) ♦ `�\ \ `� \ i% �\ 4 INSTALL "SIGNAL" "AHEAD" PAVEMENT MARKING (THERMOPLASTIC) C 4�ii 5 INSTALL TYPE IV LEFT ARROW PAVEMENT MARKING (THERMOPLASTIC) s, J �i R REMOVE EXISTING STRIPES/PAVEMENT MARKINGS a 'Rip � zip,/, RS REMOVE AND SALVAGE EXISTING SIGN & POST NOTES a ��y /' / 1. ALL STRIPING, MARKINGS AND LEGENDS SHALL BE THERMOPLASTIC INSTALL W41 (367 & POLE 2. CONSTRACTOR IS REPONSIBLE TO RESTORE ANY STRIPING, MARKING, AND LEGEND DAMAGED BY SIGNAL CONSTRUCTION. 3. ALL SIGNS TO BE INSTALLED PER CITY STANDARD PLANS NO. 200. �� / ~�- I INSTALL R26& POLE + e?5 ii� / 4. EXACT SIGN LOCATION TO BE DETERMINED IN THE FIELD. NSTALL R26 & POLE ����, \\ �B• �� Qom• WI (SPECIAL) CANYON ESTATES `-\` • \ \ \\ I - --------------±-__�_ _— s �w4j Caen& z �•\\ 10+00.00 CANYON STATES DR. „:r ___ ___ Po/f E C INSTALL R26wj zz INSTALL R26& POLE `\A, S 1�*� / _— _ — '�\� 6('TO) Zz- i� 4 PO 1 l Q Post ii ���e INSTALL R26(s) & POLE / it /I h// \ \ h Vr� , ;i; . o z % .3?\ \\\ C p /i `�, s '� , • 00 �, ♦� ` \�\ INSTALL W41 (36' & POLE s 4 / / �% / ( 40 20 0 40 80 120 h �1%/ l � INSTALL W41 (36-) & POLE SCALE 1•=40' I AFTER THE BRIDGE SPAN PRIVATE ENGINEERING NOTE PREPARED UNDER THE DIRECTION OF: N'THE CITY MMF,STA EOFCAE' CANTY ENGINEERING GROUP,INC. �uNTY OF PARCEL a,PM 29235 2 LIFORMA Underground Service Alert eaor6sslgw TENTATIVE PM 30632 CIVIL ENGINEERING — PLANNING — SURVEYING ®Call: TOLL FREE mNsmucaoN mNminan nwr w cooxo ca.m mow x :t KEE T.aol i 60898 ..mryrm mrmmwnw"axlcnas.mNsmuanoN mNRlLral wu1 a T REGISTERED CIVIL ENGINEER N0. TEL IOWA909)AVENUE, SUITE 102. P.O. BOX 52050, RIVERSIDE,09 92507 I 1 — 800 IaEmwm ro ASAxIE sac,wo muncrt xcsrors�slm rax.Im sic No.meoe m EXPIRATION DATE: 12/31/04 pgTE; 1 aruw Tc coin a nc vwoiEa TEL (909) 683 — 5234 FAX (909) 683 — 5301 1 wcwoHc iiT.x a NL r4nsaNs Axo raoPEmr:>�ur n.s pEaIIxEKD+r �Z�1 A THESE PRO HAVE BEEN RENEWED FOR VE COMPLIANCE WRN OF_SHEETS swl ec�ro,wPEx m�wuaslx,wo Nor aE EYerta ro NaaVL SIGNING AND STRIPING PLAN 227—2600 .ax we Nd 6.w o mNs msnon coNm nm run m ass ro �i uya CITY AND STATE LAWS,M D PERMrt CAN BE DEVELOPMENT DDr� auuro,wmrwx,wo Han ofswn rxoressoN.A IuwcTs ONY wn +r a SCALE: BENCH MARK: FILE NO. MIa ILL WHLIIY,IIFK at MIEaL.W CONMECIKIM WTI TIE PFIeiMOMNCE f OF CAL` 1"=4D' TWO WORKING DAYS BEFORE YOU DIG �ortssnNl1 uNrm `" 501 rux Ia�aloNs '"^" ^� ����� fh'� �'��-0 ATE: W.O. FOR F.B. aswrKn�, oxlrw�, acc.m m RayM6rVO'Donnell RCE#26603 JULY 2003 1098-002 KIPP t $$ O