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HomeMy WebLinkAbout1511-S CONDUCTOR SCHEDULE DETECTOR SCHEDULE 1I —N- 4�- �I II II I POLE SCHEDULE II RUN NO. SENSOR CHANNEL DETECTOR 11 �1 I I I R LUMINAIRE I .I .S.N.S. SIGNAL MOUNTING PED PUSH BTN LOCATION II II II i II � REMARKS i �-- STANDARD MAST ARMS I No. LUM HPSV LEGEND VEHICLE PED PHASE ARROW E B C AWG CIRCUIT 1 2 3 4 PE HEIGHT SI _ k ( TY G 1 1 1-w s l2) I I �' - - -Ir--- - - 414 phase 1 6 3 3 - 3 2 1-E-2 * (2) I I I E — � r I � see below SV-3-TA SP-2-T 2 8 -8 6 - - 26-44-7045 (E) I tE) W 250W (N) S I b MAT MAT & - phase 2 6 - 3 2 1 1-W-1 * (1) � O 30 5 250 O M iE) E) � hose 4 3 3 - - -3 2 1-E-5 * (1) I 1__.rl I II II II I (EI- ( ) (E) ( ) - ( - p e 3 1 1-S-8 (3) w 2 26 701 30 451(E) 15'(E) 250W (N) See O2 below M TSV- -TA SP- T 2 4 E� 8' 3' _ 1 1 1 I I I I I I 19.5 �..J (E) phase 5 3 3 - - 2 1-N-4 * (2) I s 5 I I I I1 - - phase 6 3 3 3 4 1 1-S-3 1 r I * (1) II I C3) 26-4-70 30 45I(E) 15I(E) 250W (N) See (j below M T T SV- TA SP -T 4 816 J "a se 7 3 3 3 3 - 2 1-N- * (1) � I 7 I 1 I II w 3 3 3 I � I) � ' � phase 8 6 3 5 1 2-W-6 (4) II II O4 15(N) 30 - 15'(N ) 150W (N) — -- - SV- -T SP-II-T 6 (N) —� 6 3 phase A overlap 2 2 2 - - 2 2-W-1 (3) I I I � II I I � (N) I I I I � I � phase B overlap 4 2 2 2 2 6 1 2-E-2 (4) ___ I ! I phase 2 ped 4 - - - 2 2 2-E-5 (3) I II I I I Q � -��80 . 30 50 (N) 15 (N) 250W (N) See Q below MAS 2MAS SV���T NII-T 8 (N) � 6 3 I I hase 4 ed 2 2 - - - 2-S-8 (4) I II I I � � � II I I II III phase 6 ped 2 2 2 - - 2 2-S-3 (3) 50' II 50 I O phase 8ped 4 2 2 2 2 8 1 2-N-4 (4) phase 2 ppb 2 - - - 1 2 2-N-7 (3) I I II Q O hose 4 b 2 1 - - - II ` I m -_ QP 9 1 3-S-8 (2) II till II II W phase 6 ppb 2 2 1 1 - 2 3-W-6 (1) I I I II \ O i _ hose 8 ppb 2 1 1 1 10 1 d1 8t d6 0 ticom e = I MAIN 2 EXISTING TO RE b Common 2 1 1 1 1 I I S (E) S P d5 ticom e 1 d2 81 0 I I I I - __ 2 I - I P Spares 6 3 3 3 3 II U (N) - NEW 11 1 63 81+�8 0 ticom a II � ROAD AV , I TOTAL#14 70 36 26 15 24 2 6481�70pticom o I I II (M) = MODIFY TO FIT NEW EQUIPMENT OBase Line 2 Archibald 7200 I 9700 Q #12 I.I.S.N.S. 2 2 2 2 * =CONNECT OUTPUT TO AUXILIARY I I � ( (l I� � Q ROAD AVE #10 Si nal Common 2 1 1 1 1 \ I CONTROLLER INPUT r \ �i I I I O3 Bose Line 8600 ® Archibald 7300 [*�_Z#10 iire 2 2 2 2 2 0 = CONNECT OUTPUT TO EMERGENCY I I I r II I II 4 3 3 3 3 PREEMPTION INPUT LO VEHICLE r #8 Service - - - - - (X)= LOOPS PER CHANNEL p - - - I I II + ,1 hose 1 DLC 2 2 I I / � � (I E.C.R.E.c.R "T � „ I' hose 2 DLC 2 - - - 2 II ` II I I I I ��r 16Y28 UC -6 LC C hase 3 D LC 2 2 2 2 - I I I I I I I I I n-1 o4ou- A phase 4 DLC 2 - - - - U_ / II n ti I- / , �, OFphase 5 DLC 2 - - - t I I I Iii ccGEND DETAIL L phase 6 DLC 2 2 - - - - 2-N-4 I I;,I i / i--1 r--� I) r -, I 7 4 911 I I SN S LE E phase 7 DLC 2 - - - - (XX)= EXISTING CONDUIT TO BE REUSED I I I �__-A -�__� I e POLE LOCATION CODE 4 S phase 8 DLC 3 3 3 3 - / 7� -- I � 1� I �(. • I � r I� R/W T 5 3 r TOTAL DLC 17 9 5 �� _ ------- - - - I — W�� _ 2 pr.telephone 1 _T --_ "" " ^ l III /�/�/ T---I I — OPTICOM 2 - - - 1 I rr� I I _ 1 II _ I e2 ©TMP 390 CONTROLLER /J I // l f�1 7 - CONDUIT SIZES) 1(2 3) (2-2") (2.d') 2.0) 2.5" I SERVICE POLE # 1970752E IN A 'P' CABINET I I `' ,,=�-s r-J �'� I 1 sl�v ` �� -� -- - - _ - - 6 , I c _ _ IPV 00 iIPV 3 - - - - - _ - --�-�,� - 1 �- - 5 - - �-I-D-L.C- IN I'll' CONDU17, IT 0 1, N - 6 - 02 I � I �� I 1 � I I 1 n \ I 1� _- I �- 11 � N co \ \ J N I /1 G - -\ G I 11 N �- 4 �a ` IF I I 1 ------ I ---- ----- ---- ----- ---_-;- ----- ---- ---- - --- � --- - --- --- --- --- --- .� I G I i I r-� N 231' TO CROSSWAL !- _ 10 L I_ —�\ - - - - - — — —�— — =� — - - - - --- - — — _ +1 IV _ I � - 0 -{ - - - — T-- S % I - - - - - . - -- - - -- \ I W 2 W 1 L — - -I // 06 (0 I i � I_J. PV 1- ------- -------- --- I 1 �-- I = T ---- —={ I i f>i I r � I � e4 I D \\ Ci ♦ I I i , I ` \ \\ y� � 1 r I I '" 1 l 3 _W_6 � I I I 14 A� �6 OL\ i _ — -- - -�- 06 a3 0 \ i_ / - -L 1- - - 1- -�- T R /W�._ I 5 , �� i -�o��� I --� ��;; ,, , , BASE LINE ROAD BASE LINE ROAD �� I-I , - _ _ __ , , SEE DETAIL A I Ili � - - 08P 9 4 I - S F_GENERAL NOTE I I I I, I I TNOTES 0 4 CONS CONSTRUCTION � 1 , I _ __ � 1 CONVERT EXISTING "WAL /DONT WALK" PEDESTRI 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER M,II ►- --J - ,� PHASE DIAGRAM ' INTERNATIONAL SYMBOL CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS I ( III II I I 4 INDICATION TO TYPE G INTERN to I THE SPECIAL III NS AND IN A SALVAGE UNUSED EQUIPMENT. DATED JULY 1992, AS SHOWN ON THE PLA I I I SEE DETAIL A� 2 REMOVE AND SALVAGE EXISTING PPB SIGN.FURNISH PROVISIONS. I I I I N,I - II 2-SIS- �� I T CONSTRUCTION.HAND DIG II r �-" ' SUBSTRUCTURES PRIOR 0 I AND INSTALL INTERNATIONAL SYMBOL SIGN WITH 2. LOCATE ALL SUi FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS.COORDINATE POLE AOL � ARROW AS SHOWN IN POLE SCHEDULE. I I _ / -- TY OR SUBSTRUCTURE OWNERS. I I INSTALLATIONS WITH OVERHEAD UTILITY ( C � � I I I 0 02 03 04 3 REMOVE AND SALVAGE EXISTING 26-4-70 POLE PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY AND ALL ATTACHED EQUIPMENT. COMPANIES,48 HRS. PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES I I I ISI \ 1 LUMINAIRE. FURNISH AND SUBSTRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE 4 REMOVE AND SALVAGE EXISTING LU .THE CONTRACTOR SHALL CONDUCT HIS OPERATION IN SUCH A PER RECORDS S ^I I� , I I I \ �, �,y �, AND INSTALL 250W HPS CUT OFF LUMINAIRE P MANNER AS TO PROTECT NOT ONLY THE UTILITIES AND SUBSTRUCTURE J1 r III I I �� L- , SPECIAL PROVISIONS. SHOWN BUT OTHER UTILITIES OR SUBSTRUCTURES THAT ARE NOT SHOWN 1 y � '� II I SOL 5D REMOVE AND SALVAGE EXISTING 3 SECTION 12"VEHICLE ON THESE PLANS. I I I I III II I 1 ) INDICATION.MODIFY MOUNTING HARDWARE AND INSTALL 3. OBTAIN APPROVAL FOR EXACT EQUIPMENT,CROSSWALK AND LIMIT LINE AB 05 06 07 08 5 SECTION 12"VEHICLE INDICATION PER DETAIL MA LOCATIONS PING LAYOUT PRIOR TO FINAL PRIOR TO PLACEMENT. PERFORM R A LAYOUT. z I I I I III i I I I S YOUT I I I Y PER CONTROLLER W 6 MODIFY CONTROLLER ASSEMBL E PT AS NOTED I I 6 FOOT EXCEPT , 6 OOT BY II MODIFICATION NOTES HEREON.FURNISH 5 4. LOOP DETECTORS SHALL BE F I I ASSEMBLY MOD I I I II EXCEPT AS I REVISED CABINET PRINTS AND 2 SETS OF CENTER LOOPS IN THE TRAVELED PORTION OF THE LANE, > I I � II ._ � II I SETS OF RE I clTr DAT SHOWN. II DESCRIPTION OF REVISION E MANUALS FOR EACH TYPE OF NEW ADDED EQUIPMENT. I I I I Q I III III I APPROVED 5. VEHICLE INDICATIONS SHALL BE 12t, PULLBOXES NO.5 AND CONDUIT I II 7 FURNISH AND INSTALL OPTICOM MODEL M522 OPTICAL DETECTOR ON TOP OF VEHICLE INDICATION ON SIGNAL RIGID METAL EXCEPT AS SHOWN. I i)I II I M � CITY OF RANCHO CUCAMONGA MAST ARM WITH VEHICLE PHASES AS SHOWN. 6, ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT (� �I I ► 1 I� I II NE 15 AMP) I I FOR SIGNALS (ONE 50 AMP.) ILLUMINATED SIGNS(ONE I I I� R BREAKERS CTROLIER BY OTHERS, I A F EXISTING ELEI I �8 REMOVAL 0 AND SAFETY LIGHTINGIONE 30 AMP PEO 1200 WATTS OR PORTION < I I I I)I I REMOVE AND SALVAGE EXISTING I I SNS. FURNISH AND THEREOF).COORDINATE SERVICE DETAILS AND SCHEDULING WELL IN I II ( I I I MODIFICATION a INSTALL I ISNS PER POLE SCHEDULE AND SPECIAL ADVANCE OF NEED. M�M I I 36' III II 3s' I I I I Y 1 1 /2 0 IA FF IC SIGNAL PLAN PROVISIONS, ALL MOUNTING HARDWARE AND BRACKETS 7, THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION W EXCEPT CONDULETS IF IN GOOD CONDITION. I III III SHALL BE NEW EXC , GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY ' II = 3 in on original drawing 10 REMOVE AND SALVAGE EXISTING MAST ARM MOUNTED SIGN. TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE = I I Y I I G 9 9 A RCH I BA LD AVE. AT BASE LINE ROAD INTENDED OPERATION. I I II 50' I I Q 52' II II 11 FURNISH AND INSTALL R73-3 SIGN PER DETAIL U ON U SCALE . IIS = 20' STANDARD PLAN ES-6T. ry I II I N 1 I I I Y � IJ_ I I II ► 0 II APPROVED BY: DATE: CONTROLLER ASSEMBLY MODIFICATION NOTES Q I - I I le' I I, II j � I i II�I I � CITY ENGINEER � RC.E No. 2 49 5 3 III 0 II CONTROLLER Rev.H) TO 4. CONNECT ADVANCE THROUGH AND LEFT TURN I I I II 1~ I A� 1. UPGRADE CO I ( I '�I II - III I DESIGN P � R ED BY TMP390CJ WITH INTERNAL 202 MODEM. DETECTOR OUTPUTS TO CONTROLLER'S AUXILIARY I I RECOMMENDED INPUT PER DETECTOR SCHEDULE. I I I I N I J.T.H. CITY OF CHO CUCAMONGA 2. INSTALL REQUIRED INTERFACE/EQUIPMENT I I I I I I I I II FOR CONNECTION TO MASTER AT OTHER 5. RELABEL DETECTOR RACK TO REFLECT CHANGES. �I II COMMUNITY DEVELOPMENT DEPT. 6. ENT(LOAD RELAY ETC.) FOR I I I _ ' ' ' � DETAIL IQ DRAWN A.S.V. TRAFFIC MANAGEMENT SECTION SHEET 4 LOCATION. ADD NECESSARY EQUIPM (L I I I II I _ T L TWO OVERLAPS-SEE PLAN. I I ( ND R HE DIRECTION OF: of 3. INSTALL TWO OPTICOM MODEL M562 PHASE 7. INSTALL TELEPHONE TERMINATION BOX AND EQUIPMENT I I 'l l jl I I I CHECKED �,,,,,. R.0 E. NO 21817 DRAWING NO. SELECTORS IN EXISTING DETECTOR RACK. PER STANDARD PLANS. I I I I i11 I! LI I I I - $ DATE Z- - FILE NO t I i f , f t : i } { ! I 1 ; ! r i . I, ♦ - _.,.__...-1--__._' __-._..}-_�.. _-__1 _. -y_`_A-- _w ..�......_..s-_._-.,.._-.. ___.w-. _...f-.. .x ...,__.-._..--._ ...0 .-f...__: ._..._f .-_a.....,_...... <...... ._. .. ..._...,._._--f..�-._... -. .+._ _.. .. _.- _♦ �. .,-.. < ..._. ..._.. .. .. . ..... - s- .-..... _. _- -.. _.. .., ...-. d -.. ... -. .. ..... - .a .. _..r e -., .. -._._ __ _... .a .. .,-.... -r -............,._.. ..., w.--.. ��-.-. ., .._..w_..._.--+—•' - --Y• -....-. a.._.—e__. - � -.—.d_.,.._�-, .. _•=-..m a.«.f. _._,..f-.—....+_ _...-rt-_._.-M .. _... .a. ., .,. _of t __..e_ _., x i , , t i f I i t GENERAL NOTES SIGNING AND STRIPING 1 All details and dimensions for traffic signs and installation thereof shall conform to the Caltrans Sign Specifleatlons,Traffic Manual,and 1 Maintenance Manual. RegCONSTRUCTION NOTES ,yfatory and warning signs other than parking I I I I signs shall be minimum 30 on local residential roadways and minimum I 36"elsewhere. I 2 New and relocated signs shall be Installed using greennon-perforatedI 1� I I I ' I PAINT OR REPAINTI"WHITE SOLID LINE WITH TYPE "G" ustryf posts and anchor sleeves except as noted.Sign posts shall be i I I I I ' O MARKERS PER CITY STANDARD 133 2' 2'and of sufficient length to extend from the top of the sign(s) to I I Q I I (I between 6"and 8" into the anchor sleeve and provi4e 7 feet of I clearance between finished rode and the bottom o the st grade I O PAINT LEFT/RIGHT TURN ARROW TYPE IV (LaR) PER CALTRANS The anchor sleeve ,shall /4" by I tot Inches above finished grade ' Q I I STANDARD and shall be 2 I/4' X 2 1/4' b 30''lon Post shall De attached to the anchor sleeve utilizing Unlstrut corner bolts or two Unistrut I I I I I I ( SCALE ; 111-401 drive rivets at right angles to each other.Attach signs to post usin the drive rivets or otherClty approved„toghniques.Install R265P 1 O INSTALL RIB-2.1(RT.TURN ONLY) ON GREEN UNI-STRUT POST OR and Neighbgrhoopdchannel posts or ovoiloble I I I I AS NOTED PER CITY STANDARD 4016 treet liq hflln 3 ocedutes � poles. Watch signs on green U or painting of striping and pavement markings and installation of pavement markers shall conform to the Standard _ �— I- I I ® PAINT/ REPAINT DOUBLE YELLOW STRIPE — �' —— --- Specifications for Public Works Construction,1991 Edition with ���� — — 1992 and 1993 supvlements. a. Point and all details and dimensions for traffic stripes and Traffics shall conform Caltrans Standards Specifications, — �__ -- O RELOCATE R35 (TRUCK ROUTE SIGN) AND POST Traffic Manual,Maintenancece Manual and City Standard Drawing I 133 unless otherwise noted.Povement legends shall conform I to City of Rancho Cucamonga's maintenance stencils. - RELOCATE R26S(NO STOPPING ANYTIME SIGN) ON EXIST. ST.LIGHT b. Existing traffic stripes and markings o CO m s that do not conform in – t � g P 9 4 to the pians shall be removed by wet sandblasting. M g 8 2 � 7 PAINT CROSSWALK PER CALTRANS STANDARD WITH 10 N 10 O - _-- �C �-- BETWEEN PARALLEL LINES c. all striping cand maarkingsnand shal'lebe respons responsible forts the —_ -+5 b 750 8, c>J 20 10 - - - - - - - - - - O8 PAINT 4” SOLID WHITE LINE WITH TYPE"G" MARKERS completeness and accuracy thereof to the satisfaction of - - ---- — 1 — I � PER CITY STANDARD 133 the City Engineer- _ _ _ 100 __ O9 d. Spotting shall be completed and approved prior to removal M `n N I 380' — REPAINT 4 wBROKEN WHITE LINE WITH TYPE G MARKERS " u of any existing stripes.Existing stripes and markings shall be '�,r' ?�, 7 � = i ___ - _ PER CITY STANDARD 133 removed prior to painting new ones, but in no case shall any 1T�' 2 � -- I section of street be left without proper striping for more than 24 hours or over weekends or holidays. ,r- / REPAINT00, 4„ YELLOW TWO WAY LEFT TURN . :f '•t `fir RIGHT OFF W� 3 ( EXISTING) 6 6 "� 2 I �r Z , I �i awl , W DESCRIPTION OF REVISION DATE CITY APPROVED Cr . N m I CITY OF RANCHO CUCAMONGA Z ifI2 U. so' 60' SIGNING AND 131 47' 33, 27' STRIPING PLAN FOR I ARCHIBALD AVENUE go' 400 ' r AT BASE LINE ROAD (TRANSITION LENGTH) ( ST 0 R AG E LENGTH ) APPROVED 6Y: DATE: - CITY ENGINEER R.C.E. NO. 24953 DESIGN / RECOMMENDED , A .S.V. PLANS PREPARED BY: CITY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE SHEET A .S.V. RANCHO CUCAMONGA, CA.91730 4 OF 4 CHECKEDR.C.E. NODRAWING NO. _�'” ��a« DATE �z-i�-f 3 FILE NO