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HomeMy WebLinkAboutFederal Aid Project No. F 50-2(16)88 - Main Street & 15th Ave DESIGN DATA MONTANA DEPARTMENT OF HIGHWAYS A..T. _ �, �~1.f4.4, .r..r . �,o • I x.. �.r..( ( ...t. ILn,.,. —lL s, " ' FEDERAL AID PROJECT NO. F 50-2 1161 88 H.V. i] ...... I j _. p r 1 i� TRAFFIC CONTROL DEVICES ,\,4T„off,,�t<<� �,��� ';�� ��°,�,`�:°-(.o � � � 1 TH AVENUE _ .� � .. MAIN STREET & 5 (•.^�I 1.° ..... �\ LETTING GATEcot — ,_. L ZEMAN Ar L- a C[NT GALLATIN COUNTY .[v[ ,[N L � I' J THIS PROJECT �r DERAL,D HIGHWAY ADMINISTRATION �Ie b. ------------- ---------- .. e THIS PROJECT - f ICC lh 111 l r __if •lf� .a r r.• iI r ,:,E r. i LJ1J "` N.,x ' I •^\ w ..f.[at. I.J W r�I�IYrJ WEST Y[..OW,tOxf !.Y'!0 � U r(r0°O J� J t =���LA����❑ 1 F)•�•_':_�_�:_li_ ,.i•���._1n•1•�__ 1 I II II it II li Irk.. 17c'�': �C�❑���❑C]❑ fl �g:_•:_.,_u-� I '�,�;� ...,... L.N,.. IU��� ���^,"'F; ��I. I' �I Fli ii i' ,�e•-•ice -•i; , I � Ti F _('A -1 -. ,..•..., — u •JF-- I I , I �,.• ; 1� i STATE OF MONTANA DEPARTMENT OF HIGHWAYS Jn r � j I I L -—. _ —`•`•.� - i a i _ �a`• -;J APPROVED: OONTAN4 _ATED PROJECTS g "j J. STEPNEN C. GARY J. WICKS � KOLOGI DIRECTOR OF HIGHWAYS a� KOL E , i r it . A/ �C tl f. NONE `------- i�--�. » i j �'--�I BY �, �£s Gasre CHIEF a��a _... - S'�NAL EN i ) PRECONSTRUCTION BUREAU U.S. DEPARTMENT OF TRANSPORTATION I FEDERAL HIGHWAY ADMINISTRATION C:IATED PROJECT APPROVED: LMENT NUMBERS DIVISION ADMINISTRATOR DATE F 50-2(16)88 STATE I PROJECT NUMBER SHEET MONTAN F 50-2 (16) 88 S- I b /00'of 4 Ye How Point II OD I II OD OD ENTRANCE To Mc DONALDS Ye Uow Cub Point �- ' � 75'LT OF C` I �� Ye//ow Curb Point STA 387449 END YELLOW CURB PAINT- 24 While Plastic — -- �8,while Plastic(TYPI _ 12 6 ,L 2 4 While Point-; 13,-6 ,rB � 15, 9' / 4"White Point/TYP) 12-O ITYPI� - _ _ -- (TYP) �_ -- -- . 70 12-0" END PAVEMENT MARKINGS ITYP18' 4 While Plastic STA.84i63 12�-0'� 4��Ye/low Point'7) —_ __ (TYPI 4-- 4"Yenaw FOJn a-�'-8 4"Ye//ow Plastic(/82'/^) I _I 125, 18-0 15. ��-._ STA.84413 18'-O" 1 i -White Plastic BEGIN PAVEMENT �1 H- 80' _ MARKINGS 4 Hr//ow Poinl�, B white Plastic(/00% � '-STA,386057 STA.387f/7 �Z O To Molch£.�ishn9 12'-0 Povemrnt Moreinys _ _ - 4 While Poin7 —_ �2 13-6� 4-white PJint(TYPI 12-0 24 White P/ashc('YP) 4`While P/asli r-2' 52' z'- NOTES THE PROJECT MANAGER SHALL VERIFY LANE WIDTHS AND ADJUST PAVEMENT MARKINGS PAVEMENT MARKING SUMMARY TO MATCH THE EX STI NG MARKINGS. PI.ASTIC PAVEMENT MARKINGS PAINT PLASTIC SHALL BE 400MIL INLAID. FINAL FINAL YELLOW PAINT 3 GA_LJNS 4" WIDTH - YELLOW PLASTIC 401 LN FT. WHITE PAINT 3 GALLONS 24" WIDTH - WHITE PLASTIC 124 LN. FT. WORLS B SYMBOLS-PAINT I GALLON _ 8" WIDTH - WHITE PLASTIC 401 LIN FT. CURB PAINT-YELLOW 2 GALLONS 4" WIDTH - WHITE PLASTIC 86 LN. FT. WORDS 8 SYMBOLS-PLASTIC 38 SD. FT. F 50 - 2 (I 6) 88 MAI N ST 8 15 TH AVE. BOZEMAN D L.IGNLD GALLATIN COUNTY DRAWN CIO 5/85 CHLCKLD R[VI•LD RL V ILLD RLVILLD STATE PROJECT NUMBER SHEET NO MONTANA F 50-2065)88 1 E-1 ELECTRICAL QUANTITY SUMMARY ITEM N0. MATERIAL -L NE -LA TOTAL TOTAL RURAL URBAN RURAL URBAN RURAL URBAN TOTAL UNIT 401050000 CLASS D CONCRETE 5.2 5.2 CU. YDS. 851011001 CONDUIT STEEL I IN. RIGID 260 260 LIN. FT. 851011501 CONDUIT STEEL 1-1/2 IN. RIGID LIN. FT. 851012001 CONDUIT STEEL 2 IN. RIGID 300 300 LIN. FT. 851013001 CONDUIT STEEL 3 IN. RIGID 20 20 LIN. FT. 851101000 CONDUIT PLASTIC I IN. LIN,FT. 851101004 CONDUIT PLASTIC I IN. CONC. ENCASED LIN. FT. 851101500 CONDUIT PLASTIC 1-1/2 IN. LIN. FT. 851102004 CONDUIT PLASTIC 2 IN. CONC. ENCASED LIN.FT 853010001 PULL BOX METAL TYPE I EACH 853200001 PULL BOX CONCRETE TYPE 1 2 2 EACH 853200002 PULL BOX CONCRETE TYPE 2 EACH 871000080 ELECTRICAL INSTALLATION-WEIGH HOUSE EACH 871091409 CABLE COPPER 9AWG 14-600 V MESS LIN. FT. 871091412 CABLE COPPER 12 AWG 14-600V MESS LIN FT. 871100602 CABLE COPPER 2AWG6 -600 V LIN. FT. 871101002 CABLE COPPER 2 AWG 10 -600V LIN. FT. 871 101202 CABLE COPPER 2 AWG 12-600 V LIN. FT, 871101 402 CABLE COPPER 2AWG 14-600 V LIN. FT. 871101403 CABLE COPPER 3 AWG 14-600V LIN. FT. 871101409 CABLE COPPER 9 AWG 14-600V LIN, FT. 871101412 CABLE COPPER 12 AWG 14-600V 475 475 LIN_ FT. 8 7112 0402 CABLE ALUM. ACSR 2 AWG-600 V LIN, FT. 071200200 CONDUCTOR COPPER AWG 2-600 V LIN FT 871206400 CONDUCTOR COPPER AWG 4-600 V LIN. FT_ 871200600 CONDUCTOR COPPER AWG 6 -600V LIN. FT. 8 71 200800 CONDUCTOR COPPER AWG 8 -600V 925 925 LIN. FT. 871201000 CONDUCTOR COPPER AWG 10-600V 125 125 LIN. FT. 871220400 CONDUCTOR ACSR AWG 4-BARE LIN FT. 871600001 FIXTURES FLUORESCENT I TUBE EACH 871600002 FIXTURES FLUORESCENT 2 TUBE EACH 872201120 SIGNAL STANDARD TYPE 1-120 EACH J�C 842202503 SIGNAL STANDARD TYPE 2-A-500-3 2 2 EACH 71C 7�C 842203054 SIGNAL STANDARD TYPE 3-A-500-4 1 I EACH 7K 7'C 842202906 SIGNAL STANDARD TYPE 2-A-900-6 I I EACH J1C 871301051 STANDARD STEEL TYPE 10-A-500-1 EACH 871301052 STANDARD STEEL TYPE 10-A-500-2 EACH 871301053 STANDARD STEEL TYPE 10-A-500-3 EACH 871301054 STANDARD STEEL TYPE 10-A-500-4 EACH 871301141 STANDARD STEEL TYPE 10-A-1400-1 EACH 871301161 STANDARD STEEL TYPE 10-A-1600-1 EACH 871311401 STANDARD ALUMINUM TYPE 10-A-400-1 EACH 871320040 CONTROLLER CABINET PEDESTAL TYPE D I I EACH 871340002 GUY B ANCHOR ASSEMBLY NO. 2 EACH 871340010 OVERHEAD GUY ASSEMBLY EACH 871360040 LIGHTING BRACKET 4 FT. EACH 871360060 LIGHTING BRACKET 6 FT. EACH 871360100 LIGHTING BRACKET 10 FT EACH 871360120 LIGHTING BRACKET 12 FT. EACH 871400400 LUMINAIRE ASSEMBLY - 400 W MERC. VAPOR EACH 871401000 LUMINAIRE ASSEMBLY- 1000 W MERC. VAPOR EACH 871410400 LUMINAIRE ASSEMBLY-400 W SODIUM VAPOR I I EACH 871500010 ELECTRICAL SERVICE ASSEMBLY TYPE A EACH 871500020 ELECTRICAL SERVICE ASSEMBLY TYPE B EACH 871520201 SERVICE B CONTROL ASSEMBLY -20 AMP EACH 871520301 SERVICE B CONTROL ASSEMBLY- 30 AMP I I EACH 8 715 20401 SERVICE B CONTROL ASSEMBLY-40 AMP EACH 871540010 PHOTO-ELECTRIC CONTROL EACH �C 842013140 TRAFFIC SIGNAL 3 COLOR I WAY B-B-B W/BP 4 4 EACH �C >Ic 842013110 TRAFFIC SIGNAL •3 COLOR I WAY 12-8-8 W/BP 5 5 EACH �c 872014125 TRAFFIC SIGNAL 5 COLOR I WAY 12"-8"8"-12"W/BP I I EACH * FURNISHED BY THE DEPARTMENT OF HIGHWAYS, 872020010 PEDESTRIAN SIGNAL TYPE I EACH INSTALLED BY THE CONTRACTOR, 872020020 PEDESTRIAN SIGNAL TYPE 2 4 4 EACH THE CONTRACTOR SHALL OBTAIN THIS EQUIPMENT FROM THE DEPARTMENT OF HIGHWAYS, HELENA, 872090060 ADVANCE FLASHING BEACON EACH 871700250 SIGN FIXTURE ASSEMBLY MERC. VAPOR 250 W. EACH 872110020 CONTROLLER SS TRAFFIC ACTUATED TYPE 2 EACH 872110021 CONTROLLER SS TRAFFIC ACTUATED TYPE 2A EACH 872110030 CONTROLLER SS TRAFFIC ACTUATED TYPE 3 EACH 7Ic 842110041 CONTROLLER SS TRAFFIC ACTUATED TYPE 4A I I EACH J1c 872120261 CONTROLLER PRE-TIMED TYPE 26 EACH 872120271 CONTROLLER PRE-TIMED TYPE 27 EACH 872410010 DETECTOR LOOP 5 5 EACH 872410015 DETECTOR LOOP CABLE 325 325 LIN. FT. Jk 842900250 PUSH BUTTON PEDESTRIAN 2 2 EACH 7k 753100010 CURB 6 GUTTER - CONCRETE 25 25 LIN. FT. 761040000 SIDEWALK-CONCRETE 4" 14 14 SQ. YDS. 872900500 FIRE PRE-EMPTION SYSTEM EACH 872900510 RAILROAD PRE-EMPTION SYSTEM EACH 882000304 POLES TREATED TIMBER CLASS 4 LIN. FT. DRAWN BY AWL II/4/85 CHECKED BY DRAWING NO TE-E-1697 STATE PROJECT NUMBER SHEET NO. MONTANA F 50-2(16)88 1 E-2 -NO. 8 CRIMPED HIGH CARBON STEEL MINIMUM I" FLANGE WIDTH, WIRE SPACED AS SHOWN, 6 ONE WAY - - BRASS SCREWS 5 THE OTHER WAY. �i -4— -4 4' NEOPRENE GASKET 4— + + 7 + C.W lf- i..- f- D r II I_ I _ f W �� f� L \ C.L.— +� CONCRETE FOR PULL BOXES SHALL BE CLASS "DD" OR EQUAL. PULL BOX METAL DESCRIPTION NONCONCRETE PULL BOXES ARE ACCEPTABLE AS DESCRIBED IN TYPE I TYPE II METAL PULL BOXES TYPE I AND TYPE II SHALL BE THE SPECIAL PROVISIONS, DIMENSIONS DIMENSIONS CONSTRUCTED OF CAST IRON WITH A MINIMUM WALL THICKNESS OF 5/16 INCHES. THE COVER SHALL BE W = 12 inches W = 12 inches CHECKERED STEEL, THE BOX AND COVER SHALL BE HOT - L = 18 inches L = 24inches DIP GALVANIZED W L � D = 10 inches D 12 inches 11 � ' MINIMUM INSIDE DIMENSIONS 32 f 2 3/8' BRASS HOLD DOWN BOLT WITH HEXAGONAL BRASS NUTS. BLE LD.L. (� LDW , R� AC�E91 D �.'. BRASS J BOLT WITH I" Np l DIAMETER BEND. REINFORCED CAGE 1 BpXES A N0. 16 GALVANIZED MESPL PUL 3/4" MESHr 1�PE 1 &TAPE� CONCRETE LINE I� 3 ,I PULL BOX CONCRETE r I TYPE I TYPE II BACKFILL TOP 6" WITH MASTIC, APPLY IN FIELD EXCAVATED MATERIAL DIMENSIONS DIMENSIONS CONDUIT BUSHED 6 ELECTRICAL AND TAMP SECURE. NIPPLE BOND,NO.6AWG L = 19-1/4" L = 25-1/4 —�� COPPER OR EQUAL W = 13-1/4" W = 16-1/4° SEALING GASKETy SE R FELT PAPER - - ,]} CONDUIT Y. c;. .�evr'• SEPARATION D 12 �� D' 12 I.D.L. = 13-3/4 LD.L. = 19-3/4 BODY t 'W I.D W = 8-3/4" I.D W. = I I -3/4 yY f4i , LIQUID TIGHT RIGID CONDUIT HUB w;- a ynvc_ CL. = 15-I/4° C.L. = 21" CONDUIT IN PLACE AS CW = 10-1/4" C.W. = 13" REQUIRED FIELD DRILL CONDUIT ENTRANCE HOLE. TREAT DRILLED HOLE WITH GALVACON OR EQUIVALENT BEFORE ELECTRICAL INSTALLING CONDUIT HUB. ri*������". �"i 1 #�i ,h *�%t ?'���`'i�J�i a j DETAIL DRAWING NO. 104 y°NfF1 r h !S"r2f�._*,nF r ? �`"• ^�'3{1 a tf�'- I"CLEAN STONE . �n,� ?r �.a_•.,,• ..` ?� DRAINAGE PULL BOX METAL TYPE I a II PULL BOX CONCRETE TYPE I& II DRAWN BY A. P 3/12/ CHECKED BY: I K C % PULL BOX METAL TYPE I & 11 PULL BOX CONCRETE TYPE I a II NO SCALE STATE I PROJECT NUMBER SHEET NO. MONTANA F 50-2(16)88 E-3 WATERTIGHT CONNECTORS INSJZ C �� WISTLOCK TYPE INSULATED TYPES I,6 8 I I TYPES 2,7, 12 d 16 CONTROLTO TRIC__ CLEVIS 120/240 VOLT 120/240 V LT SERVICE SERVIC ENT FITTNNGCE FIT142"STEEL C 3 OF AWG NO.6 DESCRIPTIVE SYMBOL 30'CLASS 4 IDENTITY NO. dWIRE SIZES METAL SIGNAL STANDARD TREATED TIMBER OLE=� I�" !!TELL CON UIT 3 N0. A 0 I e PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER- RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL e IN THE GROUND OR INSTALLATION IN SUNLIGHT. 10 2 EACH HOUSING SHALL PROVIDE A SECTION TO FORM A WATERTIGHT SEAL AROUND THE CABLE AND A —STAINLESS STEEL BAND a SECTION TO PROVIDE A WATER-SEAL BETWEEN THE MOUNTING o TYPES 3,B,13 d 17 TWO HOUSINGS AT THE POINT OF DISCONNECTION. I"STEEL CONDUIT 3 3 N0, 14 AWO EACH KIT SHALL BE SUPPLIED WITH SUFFICIENT --e e 0 SILICONE COMPOUND TO LUBRICATE METAL PARTS 4 F-- B AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. e—� WHERE INDICATED A COPPER PIN AND A COPPER METER BASE e 5 e RECEPTACLE BOTH OF AT LEAST 90% CONDUCTIVITY METER BASE SHALL BE CRIMPED TO THE CABLE.THE RECEPTACLE 6"Min. (IF REQUIRED) e SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN 11/2"LONG,11/2' STD, PIPE, 6 THROUGH THE USE OF A COPPER BERYLLIUM SPRING --� CABINET WIRE ENTRANCE �— AND SHALL BE EQUIPPED WITH A DISPOSABLE CABINET a e 10 MOUNTING PIN, THE PIN SHALL BE OF AT LEAV 7 HALF-HARD MATERIAL AND THE CRIMPING PORTION SHALL BE FULLY ANNEALED WHILE THE REST OF Z x• e THE PIN IS MAINTAINED IN ITS ORIGINAL STATE OF 5' Min, a 6'Max � I/Z'ST EL CONDUIT 10 8 ` HARDNESS. THE RECEPTACLE SHALL BE FULLY o N BA NO.6 AWG ANNEALED, THE PIN AND RECEPTACLE SHALL LOCK 0 v • TOGETHER SO THE CONNECTION WILL BE MAINTAINED s 9 e WHEN A MINIMUM FORCE OF 20 POUNDS TENSION e TYPES 4,9,14 d IS PULL IS APPLIED TO THE ATTACHED CABLES. O e e - FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF is SPRING LOADED 90%CONDUCTIVITY CONTACTS FOR 0 GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. 3"Min. N 3"Min. lii � N THE CONTACTS SHALL BE FULLY ANNEALED AND - ADAPTED TO BE CRIMPED TO THE CABLE. -TO PULL BOX <-TO LUMINAIRE 12 4 10 e4X8'COPPERWELD y"STEEL CONDUIT �p 5/e"X 8'COPPERWELD GROUND ROD e 2 BARE AWG NO.6 GROUND ROD 10 - 13 4 14 4 ' 4 TYPE 11A" SERVICE POLE TYPE IIB11 SERVICE POLE 15 4 ELECTRICAL 16 10 Io TYPES 5, 10 81 15 DETAIL DRAWING N0. 106 10 10 17 Io 0 WATERTIGHT CONNECTORS to o TYPE°A" & TYPE°B" 18 10 ELECTRICAL SERVICES DRAWN BY : GJS 4-17-73 NO SCALE CHECKED BY: �'_I?C n' I''" ij STATEI PROJECT NUMBER SHEET N0. MONTANA F 50-2(16)88 1 E-4 i CABINET S EL POLE o � CLAMPS 0 CONDULET I 4r2' GASKET REQD.BETWEEN ADAP ER CONCRETE a BOTTOM OF CABINET. THREADED 8 2 8' I=5 WELDED HUB 1 I FOR 3"CONDUIT = o 4iZ" D. PIPE v ': 1 a M • /Il'' "d', i.`� •°• '• .d :j' CONDUIT SHALL BE POSITIONED SO I' li "•I I.. THAT IT PROTRUDES FROM THE HANDHOLE yi:�; . :�,� p PEDESTAL WHERE IT WILL NOT :.:II. - . '" INTERFERE WITH EQUIPMENT IN 6 COVER CAST TYPE "I :: :: 1: ' iV : .' i I."`', THE CABINET DRAIN '.11; ,' .;.. i' 1.. I BASE � :•11 il.11.. . :a� '•e-�.al'.��a' JI. p•'. .i i:l'' I 3" Min. ,�. I; I 4'• " 3"Min. o. !• ". ... a.•"i ,'a. I l l l...'..'•.' N li l'•', .. ,: �.. N CLASS D CONCRETE I:°•' - •. •.I�::I I.... .'. ;J•"I�;�" • '. o :i a• FOUNDATION o ••::: ;I I:.I�;:.;:p..� .:;.. - :•1 I:1;`. '';..: _, •. ..,1:: POLE MOUNTED ----; :: ...-=-- _______- CONTROLLER CABINET 5/8 COPPERWELD >.::.; -' ' :. CLASS "D"CONCRETE e°.:.': A'::;; TYPICAL CABINET DIMENSIONS(t) GROUND ROD FOUNDATION :'' •• '. WIDTH= 20` HEIGHT= 34:: • � � � � DEPTH= 14° 2L O.. 3=0" I-10' Diom. 1/2" STEEL CONDUIT BARE AWG NO. 6 5/8"x 8' COPPERWELD /TYPE "AllCONTROLLER CABNET GROUND ROD TYPE DCONTROLLER CABINET MOUNTING MOUNTING CAL CABINET DIMENSIONS(±) TYPICAL CABINET DIMENSIONSM WIDTH= 20" WIDTH= 30" HEIGHT= 34" HEIGHT= 51 " DEPTH = 14" DEPTH = 16" ELECTRICAL DETAIL DRAWING NO. 109 PEDESTAL AND POLE MOUNTINGS FOR CONTROLLER CABINETS DRAWN BY GJS 4-19-73 CHECKED BY I f , C NO SCALE STATE I PROJECT NUMBER SHEET NO. MONTANA F 50-206188 E-5 ARROWS INDICATE PATTERN TO ` FOLLOW OR LAYING LOOP WIRE W J , J W V� 2 Q W¢ I PULL ; BOX Pull - A. Sowed Slot BOX W PULL BOX N W - W = t- ¢ Vf W = W ILO J NUMBER OF TURNS AS u ¢ INDICATED ON PLANS i a W MAX. w 3 z J O J W V¢ 0 W U 7 Q 0 Tee Type Conduit Fitting Limit of rigid Steel conduit 1/2" Rigid Steel Conduit Seal end with Dut-Se01. LOOP WIRE LAY NUMBER 0 XPLA INDICATEDS I"Bevel PULL BOX & CONDUIT LOCATIONS I DIMENSION AS INDICATED ''-�— ,..-. DIMENSIODICATED �I r::'•: f ON PLANS - 'I I::', OS �^T PULL O -r:�•'`:•,:; ;�- I PULL .. ''�u a �-2'0°Diom. I CONCRETE ENCASEMENT PAD FOR LOOP DETECTOR PULL BOX Sowed Slot DIM EN$SION INDICATED ON PLANS DIMENSION — AS — — — OVERLAP DIAGONAL CUTS SO THAT SLOT INDICATED ON PLANS IS FULL DEPTH AT TURN POINTS OR PULL BOX CHIP SHARP INNER CORNERS. I=0' MAX. /01 THE SLOT SHOULD BE BRUSHED OR BLOWN CLEAN -� OF ALL LOOSE MATERIALS. THE LOOP WIRE SHOULD BE CAREFULLY PUSHED INTO THE SLOT WITH A BLUNT STICK TO AVOID DAMAGING ITS INSULATION. AN ELASTIC SOLID LINES SHOW SAW CUTS TO ACCOMMODATE EPDXY RESIN COMPOUND SHALL BE USED FOR SEALING ROADWAY WIRE LOOP. DASHED LINES INDICATE THE SLOT AND ANCHORING THE WIRE LOOP SECURELY. OVERLAP DIAGONAL CUTS I RESISTANCE OF THE WIRE LOOP TO GROUND SHOULD �_ __L_ J SO THAT SLOT IS FULL UNUSED SAW CUTS, BE CHECKED AFTER THE WIRE IS PLACED IN THE DEPTH AT TURN POINTS OR Limit Of rigid Steel conduit ONE HALF SLOT,BOTH BEFORE AND AFTER THE SLOT IS SEALED. CHIP SHARP INNER CORNERS. Seal end with Duc-Se01. A RESISTANCE OF LESS THAN 10 MEGOHMS INDICATES TOTAL---►{ Tee Type Conduit Fitting A ORRECTANGULAR LOOP BEFAULTY CORRECTEDIC BEFO EITHENROADWAYI LOOP ON ISC SEALEOL WIDTH I/2"Rigid Steel Conduit IN PLACE- THE ROADWAY LOOP WIRE SHALL BE NO.12 XMHW CONDUCTOR, SOLID LINES SHOW SAW CUTS TO TERMINATED IN A WATERPROOF 4"X4"X4" PULL BOX ACCOMMODATE ROADWAY WIRE LOOP. AT THE SIDE OF THE ROAD AND CONNECTED TO A DASHED LINES INDICATE UNUSED 2-CONDUCTOR CABLE ISPECIFIED ON PLANS)WITH A SAW CUTS. SOLDERED,WATERPROOF SPLICE FOR THE LEAD-IN RUN. THE PULL BOX SHALL BE ENCASED IN A 2-'0"DIAMETER QUADRUPOLE LOOP BY 6"DEEP CONCRETE PAD AS DETAILED UNLESS LOCATED IN A CONCRETE SIDEWALK. SEE PLAN SHEET DEPTH OF CUT ASPHALT —31/2" • ELECTRICAL CONCRETE—I I/p' �:. DETAIL DRAWING NO. 110 CROSS SECTION SAW CUT LOOP DETECTOR INSTALLATION DRAWN BY G J S 4-12-73 CHECKED BY NO SCALE TABLE I TABLE 2 14 STATE PROJECT NUMBER SHEET NO. 2' scH. ao PIPE A53 MONTAN F 50-2(16)88 E-6 POLE SHAFT SIGNAL ARM FOUNDATION O (BREAK SHARP EDGES FOR WIRE PROTECTION) 2" SCH. 40 PIPE A53- FILLER MATERIAL (BREAK SHARP EDGES Oa 0 cO OD ANCHOR BOLTS OE O 0O O O O O 15' 20'8 25' 30',35,40' 8 45' FOR WIRE PROTECTION) ARM SHAFT TYPE (I) POLE SHAFT 15,20,25 830' IB"SQ. 17 I/2, I I/2" 13/4'0 x 70"x 6" (OVERALL- 17 so 19" I' -8NO-5" A325 11/2' I I/2' 7 7'-0' 6'-7" MTG. PTS. *1 8 *2 *1, *2 8 *3 *I, *2,*3 a *4 *2 _____ --- --- � TYPE (2) POLE SHAFT 35,40 845� 19'So. 19 I I/2' 13/4'0x 75' x 6"(OVERALL-81") 19"so. 20" II/4 -7NO-6'A325 13/q 13/4 8 7'-6 7'-I" _ + *I,'�38*4 I NOTES TABLE 3 2' " STANDARDS SHALL BE DESIGNED IN ACCORDANCE WITH THE 1975 AASHTO STANDARD SPECIFICATIONS MOUNTING POINTS 61/2 6I/2' zI/2" FOR *I *2 FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,LUMINAIRES AND TRAFFIC SIGNALS AND ANY *1 *2 *3 *4 *5 *'6 *7 *B , , *3 a *4 AMENDMENTS THERETO. SIGNAL SIGN PANEL SIGNAL SIGNAL LUMINAIRE SIGNALS PEO.SIGNAL CONTROLLER CAB. FOR *5 NOTE:REMOVABLE CAPS SHALL BE SUPPLIED DESIGN WIND VELOCITY SHALL BE 90 Ill DESIGN AREA 12.0 FT.2 8.0 FT.2 9.0 FT.2 9.0 FT2 3.3 FT.2 9,0 FT2 3.0 FT.2 4.72 FT.2 W/EA. COUPLING EXCEPT *I a *5. DESIGN AREA = AREA*W/RESPECT TO MAX. WIND LOAD ( WIND IS _LTO STANDARD,AS SHOWN I. DESIGN WT. 135 LB. 100 LB. 105 LB. 105 LB. 75 LB. 210 LB. 80 LB. 200 LB. COUPLING DETAIL DESIGN WEIGHT = DEAD LOAD 5/8'-II NC-21/2" A 325(TYP.) DRAG COFF(Cd) 1.2 1.2 1.2 1,2 0.5 1,2 1.2 1.2 (NOT APPLICABLE TO *6, *7 8 *8) ALL TYPE (1)POLE SHAFTS SHALL BE DESIGNED FOR AO= 30' 8 A MOUNTING HEIGHT OF 45'. ALL TYPE(2)POLE SHAFTS SHALL BE DESIGNED FOR AO = 45' 8 A MOUNTING HEIGHT OF 45'. 45"(TYP.) ANCHOR BOLTS SHALL BE A449 OR EQUAL,TOP END SHALL BE GALVANIZED 8 THREADED 12"MIN. 3/4 -10 NC-3" A325(TYP.) 2"SCH. 40 PIPE A 53 (BREAK SHARP EDGES WELDING PROCEDURES,SYMBOLS,BASE METAL SPECIFICATIONS a GRADES MUST BE 2" SCH. 40 PIPE A 53 FOR WIRE PROTECTION) O CALLED OUT PRIOR TO FABRICATION OR APPROVAL. (BREAK SHARP EDGES 1 O POLES AND ARMS SHALL BE GALVANIZED TO ASTM DESIGNATION: A123. FOR WIRE PROTECTION)� 10 - + 151 NOTE:PIPE BRACKETS SHALL BE ACCESSORIES SHALL BE GALVANIZED TO ASTM DESIGNATION A153. OG (TYP.) REMOVABLE CAP �- J ,*5 USED FOR MOUNTING O 141/ " TRAFFIC AND PEDESTRIAN 2 _ SIGNALS TO THE POLE SHAFT UNLESS OTHERWISE LUMINAIRE ARM /4 I SHOWN ON THE PLANS. DONT L 21/ `\ I I I - -- WELD HOOK TO POLE WALK 1 ASSEMBLY SHAFT WALL TO SUPPORT T 6 O G ) II WIRE CLAMP WALK Q I LUMINAIRE ARM I _ 1/4 R.TOP, BOTTOM O 9 ASSEMBLY LUMINAIRE ARM ) I I AND SIDES I 1/4" R TOP, MIN. II GA. PEDESTRIAN PUSH BUTTON II II 1 1 WHEN SPECIFIED ASSEMBLY SHAFT I � EO _ , I I/4 I I BOTTOM 8 SIDES I I-- 3/4 $ D j i + 3/4 R 1 I POLE SHAFT I" ! NOTE:LUMINAIRE ARM 8 SIGNAL A 36 PLATE I ARM ARE IN THE SAME VERTICAL 3'-10 A 36 PLATE LUMINAIRE ARM CONNECTION PLANE ON THE SAME SIDE 2=0'MI R. ANCHOR BOLT PROTRUSION pJ b O OF THE POLE SHAFT. PROTRUSION 5" 2" BEVEL ty� 5" TO 71/2" 13 S0. I 1 SIGNAL ARM CONNECTION FACE OF CURB I Q m Fr r I� POLE SHAFT 45 2-I0 2 CL. 1111 4 15• ( I HANDHOLE ikl MOUNTING �- I// I/2' NUT HOLDER I e COVER A HEIGHT - FOR GROUNDING I REMOVABLE 12.5' O - 1 COPPER GROUNDING STRAP fa ® 45" (TYP) -� CAP 12 �I I� CLASS "D" BETWEEN ANCHOR BOLT, CONCRETE OL NOTE:A HANDHOLE DETAIL I 18" AND A NUT HOLDER 0'S 3' -�_ + CONDUIT 8 N0.6 AWG I FOUNDATION A36 PLATE DETAIL SHALL BE I -_ 2.5'- L5' BARE GROUNDING WIRE I REMOVABLE POLE CAP *2 *3 �_ I PROVIDED WITH EACH 1� 0 REQUIRED. 8 OF #6 BARS I I POLE SHAFT I TYPE (1)OR(2) EQUALLY SPACED I`j `jam ARROW TO BE LEFT OR RIGHT *4 POLE SHAFT 45" (TYP) \� O PUSH OR BOTH AS REQUIED. PUSH SIGNAL ARM MIN. 7 GA. 3"CL. 5 NOTE:POLE CAP DETAIL 1 3/4„ SHALL BE REQUIRED. I / C w IT p PORCELAIN ENAMELLED SIGN WAIITTFOR MIN. 7 GA. - O G E N 5"x73/4', BLACK LETTERS WALK J /POLE SHAFT SLOT ANCHOR BOLT + 1/4'(TYP) SI AL ON WHITE BACKGROUND. SIGNAL *6 ELEVATION BOTTOM OF SIGNAL 2-6 = / HEADS (FIELD MOUNTED) 19' A 36 PLATE \ /� BACK OF CASTING SHAPED TO MIN. I'-4'LAP SHAFT TO SHAFT FIT CURVATURE OF POLE *7 ELEVATION BOTTOM OF PEDESTRIAN SIGNAL HEADS (FIELD MOUNTED) ,� O OF #4 HOOPS MOUNTING PLATES DETAIL BASE DETAIL F R COL R FOR "DON'T WALK-WALK" SPACED EQUALLY AT SIGNAL SIGNAL *8 ELEVATION BOTTOM OF CONTROLLER 46 BAR(TYP) ABOUT 1'-0" CENTERS CABINET (BAND MOUNTED) O LONG F. PEDESTRIAN PUSH BUTTON SIGN zlii' cL. 3" THREADED SCH.40 A53 PIPE;PROJECTING 1p' TYPICAL SIGNAL MOUNTINGS FROM SHAFT 2" (BREAK SHARP EDGES 45` FOR WIRE PROTECTION) W/REMOVABLE COVER 7' ¶ ®,l �,®mE+ ]■p® a' r- CD CURB TYPICAL FOUNDATION TERMINAL 2 5 COMPARTMENT POLE ELECTRICAL I 1 I r_j SIGNAL SHAFT STANDARD DETAIL DRAWING N0. 112 O o ' om®c� �®mo � olD® I SIGNAL FACE DESIGN CRITERIA FOR STEEL TRAFFIC SIGNAL STANDARDS DROWNED JUO 9/84 ELEVATOR TYPE 2A & 3A STANDARD PIPE BRACKETS CLAMSHELL DRAWN CDP 9/84 MASTARM POLE SHAFT MOUNTING PLUM BIZER POLE SHAFT MOUNTING TYPICAL ORIENTATION FOR MOUNTING TRAFFIC 8 PEDESTRIAN SIGNALS MASTARM PEDESTRIAN SIGNALS ONLY CHECKED 1 MOUNTING PIPE BRACKET MOUNTED SIGNALS REVISED _ STANDARD MASTARM MOUNTING SHALL BE USED WITH THREE SECTION SIGNALS. REVISED ELEVATOR PLUMBIZER MASTARM MOUNTING SHALL BE USED WITH MORE THAN THREE SECTIONS. TYPE 2A TYPE 3A NO SCALE REVISED STATE PROJECT NUMBER SHEET NO. MONTAN F 50-2(16)88 1 E-7 POLE SCHEDULE LIGHTING WIRING DIAGRAM POLE POLE SHAFT MTD. SIGNALS MAST ARM MTD.SIGNALS MAST ARM LENGTH LUMINAIRE FOUNDATION ITEM NO. TYPE LINE STATION OFFSET P.P.B. BASE TYPE No. VEHICLE PEDESTRIAN VEHICLE SIGNAL LUMIN. MTG, HT, DIA.xDEPTH SERVICE WIRING DIAGRAM 842 202 906 2-A-900-6 MAIN ST. 386-44 51' LT. 1 2 2 I 40' ANCHOR 2'6" x 7'6" 3 2 842 202 503 2-A-500-3 " 387+18 44' LT, I I — 25' " 2'6" z 7'0" AWG NO. 8 AWG NO.'10 - AWG N0. 6 3 842 203 054 3-A-500 4 387+15 35' RT. 2 — 30' IS' 45' 2'6° x 7'0" 13 120/240 VOLT t -3i Z 2 ; SERVICE t 4 842 202 503 2-A-500-3 386+49 52' RT. I 1 1 25' " 2'6" x 7'0" BASE OF /BASE OF, PULL BASE OF METER BASE EXISTING POLE POLE No.4 BOX POLE NO.3 =J INDICATES WATERTIGHT CONNECTORS PER ELECTRICAL DETAIL DRAWING NO. 106 LIGHTNING ARRESTORS i lyj 30 AMP S.P, CIRCUIT BREAKER Q NEMA TYPE 3,3R OR 12 CD w Do I I—� CABINET UGo fn M I _ BARE AWG NO.6 TO CONTROLLER TYPE 2 A 900 6 SIGNAL STANDARD r3' TYPE 2-A-500-3 SIGNAL STANDARD AWG NO.8 CONDUIT & WIRE SCHEDULE 30 AMP SERVICE 8 CONTROL ASSEMR�Y I I ° LD-2 i 1 l/1 2" STEEL CONDUIT 8' � 4"z4"x4" PULL BOX zA 2 OF AWG NO. 8 CONDUCTOR I OF 12 AWG NO. 14 CABLE ' LD-I B 0 I" STEEL CONDUIT 120/240 VOLT OVERHEAD SERVICE I OF 2 AWG NO. 14 LOOP DETECTOR CABLE © 2" STEEL CONDUIT 3 �� 8 I OF 12 AWG NO. 14 CABLE 2° STEEL CONDUIT - _ TYPE I PULL BOX _ A 2 OF AWG NO. 8 CONDUCTOR - ---------NG--- �- - --- - -- ------------------------ ---- ----- 0 2 OF 12 AWG NO. 14 CABLE i I OF 2 AWG NO. 14 LOOP DETECTOR CABLE al ; 61' ' 3' STEEL CONDUIT I ___ Q Q� ________ CONDUIT SHALL BE PUSHED UNDER MAIN ST, FROM THE NORTHEAST Q 2 OF AWG NO. 8 CONDUCTOR -- 8"---------- ---- -- --------+-- J--------------------------- ---2 ; j CORNER OF THE INTERSECTION, A NEW WHEELCHAIR RAMP AND E 4 OF 12 AWG NO. 14 CABLE NEW SIDEWALK SHALL BE CONSTRUCTED OVER THE PUSH PIT. 3 OF 2 AWG NO. 14 LOOP DETECTOR CABLE i 2" STEEL CONDUIT 2 OF AWG N0. 8 CONDUCTOR STA, 386*42 THE NEW CURB E, GUTTER/WHEELCHAIR RAMP SHALL BE CONSTRUCTED I OF 12 AWG NO. 14 CABLE i PER STD. DWG. NO. 64. 2" STEEL CONDUIT I MAIN ST. o b � � THE NEW SIDEWALK SHALL BE CONSTRUCTED PER STD. DWG. N0. 65. A 2 OF AWG NO. 8 CONDUCTOR � 8 O I OF 12 AWG NO. 14 CABLE 9 i I OF 2 AWG NO. 14 LOOP DETECTOR CABLE I" STEEL CONDUIT in O i TYPE 4A-SS CONTROLLER SIDEWALK DETAIL 2 OF AWG NO. 8 CONDUCTOR `S' 10 ' TYPE "D" CONTROLLER CABINET PEDESTAL 39' 45' i -------'--------- ---`-- -�-------- SAW CUT --------------------------8_______________________ ___ _ NEW CONCRETE ATTACH NEW CONDUIT 11 - TO EXISTING CONDUIT STUB 13 ; 12 F � - EXISTING SIDEWALK —" 14 TYPE I PULL BOX ------- LD 3 3,� 4"x 4"x 4" PULL BOX R/ - -------------- ------------------------------ _= - e - - — - - w EXISTING LUMINAIRE 4"x4"x4" PULL BOX 3 ^, -- -—TYPE 3-A-500-4 SIGNAL STANDARD SIGNAL INDICATIONS 400 WATT H.P,S.V, LUMINAIRE EXISTING LUMINAIRE TO BE REMOVED LOOP DETECTORS 4 BY THE MONTANA POWER COMPANY LOOP LOOP LOOP LOOP CONNECTIONS LOOP CONNECTIONS DETECTOR DON'T TYPE 2-A-500-3 SIGNAL STANDARD DETECTOR SIZE TURNS AT PULL BOXES AT CONTROLLER AMPLIFIER WALK R 12" R 8.. WALK I/z" R 12" LD-I 6'x 12' 2 SERIES e WALK LETTERS LD-2 6'x 12' 2 SERIES ONE— Y ' Y 8" Y 81, LD-3 6,x 6' 2 G 8" G e ® � ® G 8.. PHASE DIAGRAM LD-4 6,x 8' 3 SERIES ONE— LD-5 6z 8' 3 14 12" O3 O7 II YlaG O 13 ------� 6+ � PROJECT N0. F 50-2(16)88 TRAFFIC SIGNAL MAIN ST. & 15th AVE. If REFERENCE: BOZEMAN a PROJECT NO. U 20300) - EXISTING LIGHTING GALLATIN COUNTY D[[IDN[D 01 02 03 DRAWN AWL 5/22/85 CHECK[D Rcvi[ED AWL 11/4/85 wwu[D SCALE I =20 DRAWING N0, TE-E-1698 - wcvocD