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HomeMy WebLinkAboutNorth 7th Avenue & Oak Street Traffic and Pedestrian Signalization TRAFFIC and PEDESTRIAN S I G N A L I Z AT I O N SPECIFICATIONS r The following publications are hereby incorporated into this contract, with the for the intersection of .yam ...,.. ' ' ....,.,. understanding that any references to the'Department',the "Montana Department of Highways', or any other bureau, unit, or individual of the Montana Department of NORTH 7th AVENUE and OAK STREET .. ,.. •••••• Transportation contained in the specifications shall refer instead to the project Engineer ' ' °°• � supervising the project under authority of the project sponsor. These publications are available at a nominal cost upon request to the Contract Plans Section,Department of for a new Transportation,Helena,Montana,59620 or the Montana Contractor's Association,Helena, Montana 59604. BOZEMAN WAS— MART STORE (1) Book entitled'Standard Specifications for Road and Bridge Construction,'1987 ;;; ...... _. ".t t: •• •••••• Edition, by the Montana Department of Highways and the Montana Highway B 0 Z E M A N M 0 N TA N A Commission. _� ° ••° °°°°° � (2) "Montana Supplemental Specifications,' August 1987 (a loose-leaf set of "•• 7 supplements and amendments to the 1987 Edition of the Standard Specifications for Road and Bridge Construction.) I` (3) "Montana Public Works Standard Specifications'October 1988(3rd Edition)with THIS PROJECT all Addendum included. Traffic Control Plan and Sequence of Operations The Contractor shall schedule construction operations and provide traffic control in a _ manner which will assure the following, (1) Motorists,pedestrians,and construction workers will be assured of adequate safety r... _ �•= and convenience at all times. J II /— _ (2) The progress of the project will be advanced in a manner most beneficial to the � _Y--- public.The Contractor shall cooperate with other involved contractors or parties. (See article 105.07) .a (3) Traffic control will be provided for all construction activities within the clear zone. - THIS PROJECT The clear zone extends 30 feet from the outside edge of the outermost traffic lane. -1�--I � _. --�-,,... ,, (4) Traffic control is to be accomplished in accordance with Section 618 of the Standard Specifications,the Manual on Uniform Traffic Control Devices(MUTCD), �•�� l q��i�.I[J the Standard Drawings,and this traffic control plan. _ _ _ __ _ LJ_ J�_ �s4;li.l!1Q f _ �� (5) Construction signing shall be removed or covered when the facility is returned to •p0 �� �� ��� �• normal use. i 1l7 i 4 LL.;L�L:.Z'_ j � (6) Work zone signing shall be in accordance with any drawings included with this :Liu I UC�CIOau> provision. r--- � I L_ I J (7) The Contractor shall maintain at least one lane of through traffic in each direction on North 7th Avenue at all times, with all four through lanes open whenever possible. The engineer may modify or require additional signing and flagging to the above Traffic us.i1 - _ Control Plan whenever he deems R in the interest of public safety. • THIS PLAN SET INCLUDES: V I!t ti,�zr�z4z5 SHEET NO. DESCRIPTION % S 5e S1 TITLE SHEET ISr' 69Ls�`�o S2 QUANTITY SUMMARIES iL S3 METAL and CONCRETE PULL BOX DETAILS S4 LOOP DETECTOR INSTALLATION DETAILS GOVERNING SPECIFICATIONS FOR THIS PROJECT S5 CONTROLLER CABINET PEDESTAL and ELECTRICAL SERVICE ASSEMBLY DETAILS : ARE THE MONTANA DEPARTMENT OF TRANSPORTATION S6 SPAN WIRE, GUY & ANCHOR, and PEDESTRIAN SIGNAL MOUNTING DETAILS STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE S7 SPAN WIRE, GUY and TRAFFIC SIGNAL MOUNTING DETAILS CONSTRUCTION, 1987 EDITION, SUPPLEMENTS THERETO, S8 INTERSECTION / SIGNAL LAYOUT DETAILS AND THE SUPPLEMENTAL SPECIFICATIONS INCLUDED HEREWITH. c�oNTk/V Designed By- S. Foutch. PE ao s Ic, Drawn By- T. Donaldson, EIT Date: May 1993 Helenae ; _- Checked By: D Widmaver, PE Robert Peccia Associates MT * RPA Approved By: R. Peccia, PE Set Number:_ W ELECTRICAL QUANTITY SUMMARY ONew Concrete Curb and Gutter SEEDING & FERTILIZING ITEM NO. MATERIAL TOTAL UNIT � The item 'New Concrete Curb and Gutter refers to installation of new 16 183 00 FOUNDATION — CONCRETE 1.2 CU. YDS. integral concrete curb and gutter at the location specified in the plans,after Q removal of the old curb and driveway pavement. The new curb and gutter STATION AREA #1 SEEDBED * SEED * FERT. REMARKS 16 323 110 CONDUIT STEEL 1 IN. RIGID LIN. FT.- �- 1 3 114 CONDUIT-9EL 1-1 2 IN. RIGID LIN. FT. shall be constructed in accordance with the Specifications,to match the Z (ACRES) COND. (LB.) (LB.) line,grade and shape of the existing curb line and street pavement. This Q 16 323 120 CONDUIT STEEL 2 IN, RIGID 64 IN. FT._ (ACRES) 61 323 130 _ CONDUIT STEEL 3 IN. RIGID __ LIN, FT._ item shall include furnishing and installing the new curb,and repairing any Q f 61 343 910 CONDUIT PLASTIC 1 IN. LIN. FT. damage that may occur to adjacent pavements. FROM TO 12 0 - 116 343 410 _ CONDUIT PLASTIC 1 IN. CONC. ENCASED LIN. FT. 616 343 914 CONDUIT PLASTIC 1--1�. LIN. FT. 41+35 43+00 0.2 0.2 Y 13 All Soil Areas Disturbed by Constr. 616 343 426 CONDUIT PLASTIC 2 IN CONC. ENCASE[_ LIN. FT, Electrical J 616 7�3 Q 1 _ PULL BOX METAL TYPE 1. EACH Z 616 783 001 __ PULL BOX CONCRETE TYPE 1 2 EACH a.Description of Work Q Q 616 783 002 PULL BOX CONCRETE TYPE 2 1 EACH TOTALS 0.2 0.2 J.4 13 616.791 000 _. PULL BOX CONCRETE TYPE 1_ - REMOVE & RESET EACH The electrical work to be performed on this project consists of installing new 617 073 514 CABLE COPPER 9AWG14 — 600V MESS I LIN. FT. traffic and pedestrian signals at the intersection of North 7th Avenue and W 617 073 614 CABLE COPPER_12AWG14 - 600V MESS LIN. FT. Oak Street in Bozeman,Montana. The signal systems will be supported by IV * SEED AND FERTILIZER QUANTITIES PROVIDED FOR INFORMATION ONLY. 617 033 166 _ CABLE COPPER 2AWG6 - 600V N. FT. wooden poles and span wires as shown on the plans. Z Q COST FOR THESE ITEMS IS TO BE INCLUDED IN THE UNIT PRICE BID FOR SEEDING, 617 033 110 _ CABL_I=COPPER 2AWG10 - 600V LIN. FT. Q M 617 033 112 CABLE COPPER 2AWG12 - 600V UN. FT. The work also includes installation of 1"steel conduit and electrical lines to 617 033 114 _ CABLE_C_OPPER 2AWG14 — 600V IN. FT. I the north of the intersection along the easterly edge of North 7th Avenue, 12 617 033 214 CABLE COPPER 3AWG14 — 600V IN. FT. to provide a means of interconnecting a future signal at Baxter Lane. W MISCELLANEOUS QUANTITIES 617 033 514 - CABLE COPPER 9AWG14 - 600V LIN. FT. 617 033 614 CABLE COPPER_12AWG14 - 600V LIN. FT. One new 30 amp service and control assembly mounted on a 30'wood N 617_33 814 _ CABLE COPPER 16AWG14 - 600V 622 LIN. FT. service pole shall be installed to serve the new signal system. O REMOVE REMOVE NEW 617 90 02 __ EMERGENCY PRE-EMPTION SHIELDED CABLE IN. FT. 617 123 1 CONDUCTOR COPPER AWG 2 - 600V IN. FT. The ContMotor shall furnish all materials unless otherwise noted. M STATION BITUM. CONCR. CONCR. REMARKS 617 123 104 _ CONDUCTOR COPPER AWG 4 - 600V LIN. FT. PAVEMENT CURB & CURB & 617 123 10 CONDUCTOR COPPER AWG 6 - 600V LIN. FT. b.Order of Materials 617 123 108 CONDUCTOR COPPER AWG 8 - 600V 48 LIN. FT. GUTTER GUTTER 617 123 110 CONDUCTOR COPPER AWG 10 - 600V LIN. FT. Upon receipt of the approved list of materials and equipment from the FROM TO 617 123 604 CONDUCTOR ASCR AWG 4 - BARE LIN. FT. engineer,as required by Article 617.03 of the Standard Specifications and (S.Y.) (L.F.) (L.F.) 617 383 001 _ FIXTURES FLUORESCENT 1 TUBE EACH modified by these special provisions,the contractor shall immediately order W _617_383 002 FIXTURES FLUORESCENT 2 TUBE EACH the approved materials. Z 0_ 1+35.5 617 069 904 SIGNAL STANDARD 41+72.8 85 Existing Driveway 50' to 70' RT TYPE 2-A-900-4 EACH e.General Z Q _617 69595 907 SIGNAL STANDARD TYPE 2-A-900-4 EACH _1 - � 617 715 097 _ _ SIGNAL STANDARD TYPE 3-A-9 0-7 EACH Q 41+70.8 41+72.8 30 Segments 45 to 75' RT 617 693 504 _ SIGNALThere shall be consultation between the contractor, the engineer, and U STANDARD TYPE 2—A-500-4 EACH affected utility companies about the work prior t commencement work. < 617 183 051 _ STANDARD STEEL TYPE 10-A-500-1 EACH 41+70.8 41+72.8 3C, Match to Existing 45' to 75' RT 617 183 052 STANDARD STEEL TYPE 10-A-500-2 EACH All construction shall be limited to the extent of the right-of-way. No 0 C/') 611183 03_. STANDARD STEEL TYPE 10-A-500-3 EACH personnel,equipment or construction material shall be permitted off of the U —I >_ 617 183 057 _ STANDARD STEEL TYPE 10-A-500-7 EACH right-of-way where an easement has not been acquired. J Q I- 617 183 056 STANDARD_STEEL TYPE 10=A500- EACH TOTALS 85 30 30 617 731 621 REMOVE & RESET EXISTING POLE EACH Resin core solder shall be used in all electrical soldered connections. w 11J Z 617_781 000 REMOVE & SALVAGE EXISTING POLE EACH Q Q 617 233 040 CONTROLLER CABINET PEDESTAL TYPE D 1 EACH d.Standard Specifications 617_253 002 _ GUY & ANCHOR ASSEMBLY NO3L8. 2 8 EACH 61717 253 O10 �AD GUY AS M EACH Additions,exceptions,or revisions to the Standard Specifications are as 617 273 O60 PAVEMENT MARKING QUANTITIES 617 273 060 : LIGHTING_BRACKET 4 FT. EACH follows. LIGHTING BRACKET 6 FT. EACH 617 273 100 LIGHTING BRACKET 10 FT. EACH (1) Conduit,Rigid Steel,1",2`and 3" STATION 4" YELLOW 8" WHITE 24" WHITE PLASTIC REMARKS 617 273 120 LIGHTING BRACKET 12 FT. EACH 617 303 140 __LUMINAIRE ASSEMBLY e used. -- 400W MERC. VAPOR EACH Rigid steel conduit or intermediate metal conduit may b PLASTIC PLASTIC PLASTIC WORDS & 617 303 195 _ LUMINAIRE ASSEMBLY - 1000W MERC. VAPOR EACH 617 3 3 240 LUMINAIRE ASSEMBLY - 40OW SODIUM VAPOR EACH J STRIPING STRIPING STRIPING SYMBOLS (z) Pull Box,Concrete,Type 7 and Type II 617 303 225 LUMINAIRE ASSEMBLY - 250W SODIUM VAPOR EACH Q � FROM TO (L.F.) (L.F.) (L.F. (S.F.) ELECTRICAL SERVICE ASSEMBLY - 25 AMP EAC I Pull boxes may be concrete or fiberglass construction. Z RV. ASSEMBLY - 20 AMP - REMOVE EACH 0 617 333 120 ELECTRICAL SERVICE ASSEMBLY - 20 AMP EACH (3) Alternate designs for pedestrian signals (including the use of N 41+04.8 41+54.8 100 185 25 71 Oak Street-W. Leg Approach to Intersection 617 333 130 ELECTRICAL SERVICE ASSEMBLY -_30 AMP 1 EACH international symbols)will be considered by the engineer,and may Z 617 333 140 _ ELECTRICAL SERVICE ASSEMBLY - 40 AMP EACH be accepted as long as they meet all standard requirements for 41+71 42+60 605 50 106 North 7th Avenue-N. Leg of Intersection 617 363 010 PHOTO-ELECTRIC CONTROL EACH letter/symbol height,wattage,and visibility. Mounting designs and Q o 617 503 14 —'TRAFFIC SIGNAL 3 COL 1 WAY 6"--8 -8 W B EACH related hardware shall be as recommended by the signal III 617 0 130 TRAFFIC SIGNAL 3 COLOR 1 WAY 12'-12_-12_ BP 8 EACH manufacturer,subject to approval by the engineer prior to ordering W 0 41+71 42+60 505 50 106 North 7th Avenue-S. Leg of Intersection 617 523 125 TRAFFIC SIGNAL 5 COLOR 1 WAY 12 -8 -8 -12 B EACH of materials. 617 553 01Q PEDESTRIAN SIGNAL TYPE 1 EACH 42+74.5 42+74.5 150 25 71 Oak Street-E. Leg Approach to Intersection 617 553 020 PEDESTRIAN SIGNAL TYPE 2 8 EACH 1 (4) Pedestrian signal indications shall be oriented and installed to W » 7 573 0-0_ ._ ADVANCE FLASHING BEACON EAC I accommodate pedestrian traffic across all legs of North 71h Avenue ll 7 403 25D _ SIGN LIGHT MERC. VAPOR 250W EACH I and Oak Street. Pedestrian push button controls shall be oriented 617 603 020 CONTROLLER TRAFFIC ACTUATED TYPE 2 AC I and installed to request a pedestrian phase to cross North 7th 617 603 021 CONTROLLER TRAFFIC ACTUATED TYPE 2A EAC I Avenue only. Pedestrian phases to cross Oak Street will return C TOTALS 100 1445 150 354 617 603 030 CONTROLLER TRAFFIC ACTUATED TYPE 3 EACH automatically without request,as North 7th Avenue traffic regains the a 617 603 031 CONTROLLER TRAFFIC ACTUATED TYPE 3A EACH default through movement. C.) 617 605 041 _ CONTROLLER TRAFFIC ACTUATED_TYPE_4A 1 EACH M Z » Remove Bituminous Pavement 617 605 040 CONTROLLER TRAFFIC ACTUATED TYPE 4 INSTALL 1 EACH (5) Details for mounting and stabilizing signals on the span wire system LL_ ` Construction Limits 617 623 263 _- CONTROLLER PRE-TIMED TYPE 26 EACH shall be as recommended by the signal manufacturer, subject to u Q — The item'Remove Bituminous Pavement"refers to removal and disposal 617 623 271 CONTROLLER PRE TIME TYPE 27 EACH approval by the engineer prior to ordering of materials. All labor, All work,equipment,and materials storage shall be limited to areas within of asphaltic pavement from an existing driveway approach as shown on the 617 763 101 LO RE ANGULAR 4 EACH materials,and other costs related to installing the span wire system ans. The removal shall be accomplished without damage to existing 617 763 510 ETECTOR LOOP UNIT EACH shall be included. the existing right-of-way, as indicated on the plans. No activity will be P P 9 9 0 permitted outside of these limits unless the contractor obtains prior approval asphalt on the street or beyond the right-of-way line.and shall leave a neat 617 763 601 HI L D A _ 1 380 LIN. FT. a from the affected landowners.without obligation to the project sponsor or line and adequate lateral support for the remaining pavements. This item 617 903 250 PUSH BUTTON PEDESTRIAN 4 EACH any other related person or agency shall include removing and properly disposing of the materials to the 617 903 501 _ EMERGENCY PRE—EMPTION SYSTEM_ EACH engineer's satisfaction. 617 903 500 FIRE PRE-EMPTION SYSTEM EACH t o 1 d 617 903 51 RAILROAD PRE-EMPTION EQUIPMENT EACH 4 o Seeding and FeLr1i1qwng 619 010 410 POLES TREA�T_EDD_TIMBER CLASS 4 166 LIN. FT. n r,0 w Remove Concrete Curb and Gutter ANC OD UBLE GALVANIZED STEEL CABLE 430 LIN. FT. o v S i � The Contractor shall seed and fertilize all non-paved areas disturbed by 1 4 STRAND_DOUBL__GALVANIZED STEEL CABLE 430 LIN. FT. mAJ construction,in accordance with Section 610.10 of the Standard Specifi- The item "Remove Concrete Curb and Gutter' refers to removal and o �. cations. Seeding will consist of 6 pounds per acre of Durar Hard Fescue disposal of the concrete curb and concrete laydown curb as shown on the and 6 pounds per acre of Canadian Bluegrass. Required fertilizers will plans. The removal shall be accomplished without damage to adjaewrt -- _ — � s�q1 : Q consist of Nitrogen and P205,each applied at a rate of no less than 30 concrete curbs and adjacent asphalt pavement. Any such damage that d o 4-v pounds per acre and no more than 35 pounds per acre,in the same season may occur will be repaired in accordance with the Specifications and to the as the seeding. engineer's satisfaction by the contractor,at no additional charge. This item shall include removing and properly disposing of the materials to the Sheet C engineer's satisfaction. of� w 05-1 � Q � a NO. 8 CRIMPED HIGH CARBON STEEL Q z WIRE SPACED AS SHOWN. 6 ONE WAY, O 5 THE OTHER WAY. I 0 _J Q Z 0 0 0 0 m o +++ LLJ + C W Q w N O C L m 3/8" BRASS J BOLT WITH CONCRETE FOR PULL BOXES SHALL BE CLASS "DD" OR EQUAL N N 1" DIAMETER BEND W L d czd i T BRASS SCREWS — 2" 2" 2" 2 2" �2' 0 LLJ w Z 3 1/2" rDW-- wNEOPRENE GASKET QF- D I IDL W Go:REINFORCED CAGE . t Lli =J Z NO. 16 GALVANIZED I W Q XO0O 3/4" MESH I". .� LLJ m X L C) J 0 II II m LwA L I I d DESCRIPTION TYPE I AND TYPE II METAL PULL BOXES SHALL BE 3/8" BRASS HOLD DOWN BOLT w CONSTRUCTED OF CAST IRON WITH A MINIMUM WITH HEXAGONAL BRASS NUT. WALL THICKNESS OF 5/16". THE COVER SHALL BE • CHECKERED STEEL. THE BOX AND COVER SHALL PULL BOX CONCRETE BE HOT DIP GALVANIZED. ELECTRICAL BOND, NO.6 AWG MINIMUM DIMENSIONS • CONCRETE LINE MASTIC, APPLY IN FIELD 1 3" COPPER OR EQUAL TYPE I TYPE II ~ PULL BOX METAL BACKFILL TOP 6" WITH L = 19-1/4" L = 25-1/4" EXCAVATED MATERIAL W = 13-1/4" W = 16-1/4" MINIMUM INSIDE DIMENSIONS SEALING GASKET c O 6" AND TAMP SECURE CONDUIT D = 12" D = 12" p� TYPE I TYPE II N0. 30 FELT PAPER 1 D L = 14-1/4" 1 D L = 20-1/4" (n CIO I D W = 8-1/4" 1 D W = 11-1/4" _ `I_) SEPARATION C L = 15" C L = 21" C • W = 12 INCHES W = 12 INCHES CONDUIT BUSHED NIPPLE C W = 9" C W = 12" 4fo � (n p L = 18 INCHES L = 24 INCHES LIQUID TIGHT RIGID CONDUIT HUB CONDUIT IN PLACE � Yo 23" AS REQUIRED O d o A ars i1 D = 10 INCHES D = 12 INCHES FIELD DRILL CONDUIT ENTRANCE HOLE. TREAT DRILLED HOLE WITH > N GALVACON OR EQUIVALENT BEFORE INSTALLING CONDUIT HUB. Q p Ocp u V w t 1" CLEAN STONE ~ '� t O DRAINAGE no o 000 _p a` V c� V C U 0 O O O PULL BOX METAL TYPE I & II PULL BOX CONCRETE TYPE I & II 0 MI A. g cc NO SCALE NO SCALE � � � � • a Sheet S3 of 8 w ICY- U) a Q � 0 ARROJ z TO SAWED SLOT W FOLLOW PATTERN INDICATE FOR LAYING LOOP WIRE c OVERLAY ri G w PULL PULL BOX 7 IV BOX L O a PULL Q m Box +� V W LLJ W NUMBER OF TURNS AS z a N INDICATED ON PLANS m 3 1'-0• MAX. w Z K W 2 9 0 U U ✓A 7 O M 3 LIMIT OF PLASTIC CONDUIT, m w SEAL END 'WTH DUC-SEAL TEE TYPE CONDUIT FITTING. w ¢ 3/4• SCHED. 80 PLASTIC CONDUIT PLACE CLEAN STONE DRAINAGE UNDER } w TEE (1' SQUARE BY 2' DEEP). a o � O LOOP WIRE LAY o ELEVATE PULL BOX 1• ABOVE SIDEWALK J LEVEL, SLOPE CONCRETE AWAY FROM PULL U BOX LIP FOR 2' IN ALL DIRECTIONS. �,1 Z H J SAWED SLOT 2 �T U < z DIMENSION AS INDICATED �•4 _ NUMBER OF TURNS AS Q � .••.D •D A INDICATED ON PLANS O ON PLANS P a U J PULL a w ~ Box D P. a a W Q .� DIMENSION AS INDICATED - W W lJ ON PLANS p 9 # BOX d DIMENSION O _ _ O AS INDICATED OVERLAP DIAGONAL CUTS SO •� 1-0• MAX p TIr ON PLANS THAT SLOT IS FULL DEPTH N J AT TURN POINTS AND CHIP o TEE TYPE CONDUIT FITTING. SHARP INNER CORNERS �' LIMIT OF PLASTIC CONDUIT, 3/4• SCHED. 80 PLASTIC CONDUIT PLACE CLEAN STONE DRAINAGE UNDER Z y, TEE 1 SQUARE BY 2' DEEP). DIMENSION D As 3 • SEAL END WA TH DUC-SEAL ( ) INDICATED o N V5 HEAVY LINES SHOW SAW CUTS ON PLANS U I Q • TO ACCOMMODATE WIRE LOOP PULL BOX & CONDUIT LOCATIONS lU.It Z 0 RECTANGULAR LOOP NO SCALE Z N NO SCALE OVERLAP DIAGONAL CUTS SO Q Y C THAT SLOT IS FULL DEPTH t O TOTALNE LF AT TURN POINTS AND CHIP O NOTES WIDTH SHARP INNER CORNERS W r i*BEVEL Jl-- THE SLOT SHALL BE BRUSHED OR BLOWN CLEAN OF ALL LOOSE MATERIAL. HEAVY LINES SHOW SAW CUTS � • w THE LOOP HARE SHALL BE CAREFULLY PUSHED INTO THE SLOT WITH A BLUNT TO ACCOMMODATE WIRE LOOP Q d STICK TO AVOID DAMAGING IT'S INSULATION. A THERMOSETTING POLYESTER = ••D ••• .D d •• COMPOUND SHALL BE USED FOR SEALING THE SLOT AND ANCHORING THE WIRE 1/4• 8• n ,W •Q � LOOP SECURELY. RESISTANCE OF THE WIRE LOOP TO GROUND SHALL BE CHECKED QUADRUPOLE LOOP c AFTER THE WIRE IS PLACED IN THE SLOT, BOTH BEFORE AND AFTER THE SLOT v IS SEALED. A RESISTANCE OF LESS THAN 10 MEGAOHMS INDICATES A FAULTY DEPTH OF CUT NO SCALE SPLICE OR WIRE INSTALLATION WHICH SHALL BE CORRECTED BEFORE THE a a N Q U DETECTOR LOOP WARE IS SEALED IN PLACE. ASPHALT - 2• a T Z 2' -0• DIA. CONCRETE - 1-1/4• LL ` THE DETECTOR LOOP WIRE SHALL BE NO.12 XHHW CONDUCTOR, TERMINATED IN A WATERPROOF PULL BOX AT THE SIDE OF THE ROAD AND CONNECTED TO I, CONCRETE ENCASEMENT PAD FOR A TWO CONDUCTOR CABLE (SPECIFIED ON THE PLANS) NTH A SOLDERED, WATERPROOF SPLICE FOR THE LEAD-IN RUN. LOOP DETECTOR PULL BOX CROSS SECTION OF � v a NO SCALE THE PULL BOX SHALL BE ENCASED IN A 2'-0• DIAMETER BY 8• DEEP CONCRETE PAD AS DETAILED UNLESS LOCATED IN A CONCRETE SIDEWALK. SEE PLAN SHEET. SAW CUT C 0 • NO SCALE L a 0 ^� N o M f � $ 0 E Q .e x• 9• p`s a d A P Sheet_ Of 8 w ly- Q Q 0 INSULATED CLEVIS Q Z 120/240 VOLT Q SERVICE 12 7 w WEATHER HEAD Z 0 ENTRANCE FITTING Q m I� CONDUIT STRAP OR W 3/4" STAINLESS STEEL 1 �I BANDING (TYP.) 0 30' CLASS 4 TREATED TIMBER m POLE 2'-10" 1•_7" Q ?- CLEARANCE BETWEEN CONDUIT F- J FITTINGS AND CABINET SHALL Lf) m CORRESPOND NTH THE LAYOUT W � r- Of THE BOTTOM OF THE CABINET. 2" STEEL CONDUIT U p W 3 OF NO.6 AWG LL! V) Q W W CLASS "D" z CJ CONCRETE 5 FOUNDATION 6" MIN. Q [C o GASKET REQUIRED METER BASE U -J C) W BETWEEN CONCRETE k 3/4" SCHED. 80 LLB Cr) BOTTOM OF CABINET. p PLASTIC CONDUIT J Q OC LLJ 1 BARE NO.6 AWG LLI ~ J 0 DRAIN CABINET O U EC W J CONDUIT h WIRING z W p 5' MIN. AS REQUIRED O 3" MIN. 6' MAX.o () 1 3/4" SCHED. 80 iv PLASTIC CONDUIT • p 7 BARE NO.6 AWG o Q • Z 17 - 3" Mtn. Fn W -• I-- --� 6 a < i 3'-2" 2'-0" COPPERWELD GROUND ROD w TYPICAL CABINET DIMENSIONS (±) L M w HEDI HT TH =30' 5/8" x 8' COPPERWELD M DEPTH = 17" GROUND ROD SERVICE ASSEMBLY DETAIL U o TYPE "D" CONTROLLER CABINET WOOD POLE Z ` LL- MOUNTING NO SCALE e Q NO SCALE 0 m a` v 3 C �U V o j p O rn 0 �I1. rn V) O M A r= rn 0 Sheet S5 of 8 w 3 BOLT GUY CLAMP OR STRANDVISE TYPE CLAMP O 5/8" EYEBOLT STRAIN INSULATOR 1/4" GUY k LOAD PLATE 1' 3/8" SPAN WIRE 5/8" ANGLE EYEBOLT (GUY) 6 ® 5/8" EYEBOLT (TO PERPENDICULAR SPAN WIRE) z 6^ 5/8" ANGLE EYEBOLT (TO PERPENDICULAR GUY) 6" WIRE MESSENGER RINGS OR I Q .05" x 30" ALUMINUM WRAPPING 3 BOLT GUY CLAMP OR TAPE ON 15" CENTERS C z STRANDVISE TYPE CLAMP C O STRAIN INSULATOR 3'-6' SIGNAL AND DETECTOR WIRESL WEATHER HEAD PIPE MOUNTING ASSEMBLY 3 BOLT GUY CLAMP OR ENTRANCE FITTING PER SIGNAL MFR. �f Z STRANDVISE TYPE CLAMP 1/4" TETHER WIRE I W STRAIN INSULATOR ', 3 BOLT GUY CLAMP OR STRANDVISE TYPE CLAMP ® 0 O �� 2" STEEL CONDUIT (POLE NO. 2) Q m 3 BOLT GUY CLAMP OR 1" STEEL CONDUIT (POLES NO. 1,3,4) C STRANDVISE TYPE CLAMP �� c 3/4" STAINLESS STEEL BAND (TYP.) w OR MOUNTING ASSEMBLY PER SIGNAL MFR. N 34' (MIN.) TREATED TIMBER POLE O M W 15' Min. TYPICAL PEDESTRIAN SIGNAL MOUNTING NO SCALE O CONDUIT STRAP or 3/4" STAINLESS = < STEEL BANDING AT 3' CENTERS (TYP.) z w PIPE BRACKET MOUNTING ASSEMBLY -j OR PER SIGNAL MFR. J z J) < C) Q Q 0 PEDESTRIAN SIGNAL 3/4" STAINLESS STEEL BAND (TYP.) (Y OR PER SIGNAL MFR. 0 0:: Z 'JV' ri'A! w hl" W W O Z q ARROW TO BE LEFT OR RIGHT, IjQ _� W �JUNCTION BOX AND OR BOTH AS REQUIRED. PUSH WCL O 1" STEEL CONDUIT TO BUTTON 0 Z p �PORCELAIN ENAMELLED SIGN,PEDESTRIAN SIGNAL BRACKET 5" x 7 3/4 ", BLACK LETTERSWAIT FO Q z ON WHITE BACKGROUND. WALK,SIGNA a- Q 8' GUY PROTECTOR PEDESTRIAN PUSH BUTTON AND SIGN BACK OF CASTING SHAPED TO L. In7' Min. FIT CURVATURE OF POLE. ^0 FINISHED GRADE FOR COLOR FOR "DON'T WALK-WALK" • 6o°MAX. 3'-6" SIGNAL SIGNAL N PEDESTRIAN PUSH BUTTON SIGN Q 2' Min. W 45 CURB N w 5'-0" 3/4" ANCHOR ROD 7- TERMINAL COMPARTMENT Q y C -- 6' AND MOUNTING ASSEMBLY < PER SIGNAL MFR. O POLE _ ROCK SHAFT W SIGNAL Ld • 10" CONE ANCHOR Ld < N C n NOTES TYPICAL ORIENTATION FOR v TYPICAL SPAN WIRE MOUNTING POLE, GUY AND ANCHOR ASSEMBLY PIPE BRACKET MOUNTED SIGNALS U o ~ GUYS AND ANCHORS SHALL BE INSTALLED WHERE AND AS INDICATED ON THE PLANS. �- Z ~ EYEBOLTS AND ANCHOR RODS SHALL HAVE THIMBLE TYPE EYES. ALL HARDWARE NO SCALE SHALL BE GALVANIZED. NO SCALE i UNLESS OTHERWISE NOTED ON THE PLANS OR SPECIAL PROVISIONS, MATERIALS SHALL CONFORM TO THE FOLLOWING o (1) GUY WIRE AND SPAN WIRE SHALL BE 3/8". 7 STRAND DOUBLE GALVANIZED. a TETHER WIRE SHALL BE 1/4", 7 STRAND DOUBLE GALVANIZED. 3 • c(2) THREE BOLT GUY CLAMPS SHALL BE MEDIUM DUTY TYPE. u IL e 0 (3) GUY PROTECTORS SHALL BE HALF ROUND, 18 GAUGE STEEL (MINIMUM) OR A DURABLEc I o+ YELLOW PLASTIC 8 FEET LONG. oo be ui (4) STRAIN INSULATORS SHALL MEASURE 4-1/8" X 2-7/8" OVERALL AND HAVE A RATED r rn VOLTAGE OF 4.4 KV AND A MECHANICAL STRENGTH OF 12,000 POUNDS. z (5) ANCHOR RODS SHALL BE 3/4" IN DIAMETER AND BE SUPPLIED WITH A WASHER AND NUT. $g CC RODS SHALL BE IN LINE WITH THE STRAIN. a g (6) CONE ANCHORS SHALL BE A 16" DIAMETER STEEL PLATE (MINIMUM) OR A 10" DIAMETER EXPANDING STEEL CONE (MINIMUM). Sheet S6 (7) GUY CLIPS SHALL BE USED TO SECURE ALL CABLE ENDS. of W A 0 B C D a � Q Q � z 4.5' to 5' SAG 0 J Q Z W Z N 0 Q m W N 16' (MIN.) CLEAR 0 m J w.. D Q Z H Q W 0 �� J �3- CD U Q 0 Z LLJ Z U J � � TYPICAL SPAN WIRE SIGNAL INSTALLATION w o Q o a- < (Shown as North Leg of North 7th Ave. — NO SCALE) 0 v� SPAN WIRE J Q SPAN WIRE DIMENSIONS _z r i PIPE ADAPTER / SPAN WIRE N W BETWEEN SIGNAL AND DETECTOR WIRES MOUNTING PER SIGNAL MFR. Z V) LOCATION TOTAL SPAN SPAN LEFT SIGNALS SPAN RIGHT (MAKE ALL SPLICES INSIDE SIGNAL HEAD) Q Y = po (A) (B) (C) (0) • w TRAFFIC SIGNAL WITH BACKPLATE 0 LLI NORTH LEG OF NORTH 7th AVE. 105' 67' 14' 24' O 0- • (Northbound Traffic Signal) 'O r C n � O o SOUTH LEG OF NORTH 7th AVE. 105' 63' 14' 28' U to (Southbound Traffic Signal) LL Z • TETHER CLAMP AND STABILIZER BAR PER SIGNAL MFR. ILL- t WEST LEG OF OAK STREET 9o' 64' 14' 12' (Westbound Traffic Signal) a TETHER WIRE v EAST LEG OF OAK STREET 90' 61' 14' 15' 0 q d, (Eastbound Traffic Signal) 0 rn " `o in TYPICAL TRAFFIC SIGNAL MOUNTING N • NO SCALE Sheet S7 Of W ry 0 i--- v v Nw to Nartn DIAGRAM440' WIRE SERVICE k CONTROL ASSEMBLY C ° � I G 90'I 80, ANC No.6 ---- - 4_1 120/240 I S"ced 30' 44.75' 44 I C) I - Q v O 60' e'vmne Plasm Stryes to too' SCALE (Match Exbti q) 11 ✓1 Ughtning Q� -L PUMP ISLANDS w Amestor IV 3 I F I r 3R Gab'h:E Z ° II I ? SINCLAIR m =o I N I l `o I lY STATION n SCRUBBY'S + /i AnY InV',' ui I ,tR 3 N BreaklK30 AMP .P.I } I W CAR WASH < /// I IR J JD xch IR ---_ -_-- �\ BURI�� + FUELBars- ANC No.8 TAN m� ��w W Ground Rod AWG n dl in I •� Puf BaN 'r�C---==Y} - _--- —'�—R/W ___1 g FUTURE(J OAK(S89V6'40-E) 12.5' 8'White Plastic Stripe to ic n ({'Spacad8elweenNStrp Stripe s to 5 42+15-56 Oak St. to, 12.5' FUTURE CE OAK(S84g6'40'E) g _ 'i Q N. 7lh Axe. 1 MID-SECTION LINE 12.5' I g — PHASE DIAGRAMS U Q 589'O6'10'E K MID-SECTION LINE ---- ------- --------- - _ C _- _ TS�S _ ___—__ 1 -_-- ---_--_ - T tSB9'O6� E5"-SAT7_— U � +'--GAS - - 7---- 41+35.6 R W=50' 1:L 10' ) f a__________ a , / W Q LL1 _ I �P LLJ 0 LLJ Tpe 4A Traffic Activated - — — — — MI BOZEMAN Contrdler Tpe D O Contrdler Pedesw R/W z INN 30 AMP SerNw and Rsmoxe ExMINq I `V 24 White Plastic Slop Bar(TVP.) control Aeee a PaNlnenl (Typea an a JO' Nee Curb and I a Wood Pa. an«-s.. - w • Speclfkotlone I J CHFJRON j Y y STATION N SIGNAL INDICATIONS J a 1 2" O O 0 2 L I White Plastic Words k Symbols(TYP) 1 2" O O© N _ 8 -Its Plastic Slripee to 100 O O Q Y C (Match Existing) < � � .2 I w '� _ o � w < 4:1�' 44.7 Q_ _= Bo' 50' Utility Facilities -- C n CONDUIT & WIRING 0 LEGEND There are many overhead and underground utilities in the area of this project. The construction plans show approximate locations of known A 2-STEEL CONDUIT€2 or No.8 AWG. U M U. utilities,but may not include all facilities. The contractor will be responsible ® -3 of 16 No.14 AWG.-CABLE L.L Z M WaHT-ar-MAY 2'STEEL CONDUIT =for contacting the utility companies and the Bozeman City Engineer prior to z or z Na.t4 AWG.DETECTOR LOOP CABLE LL 44 EXISTING CURB.PA.T MARaNr. any excavation in the affected areas,so that they can locate underground ® 1' S F Q a OY R HEAD SIGNAL SPAN NINE STEEL CONDUIT 2 1 of 2 No.14 AWG.DETECTOR LOOP CABLE N utilities in order to prevent damage to them. The contractor shall take t 1}_� NTURE CURBS whatever additional steps are necessary to avoid damaging existing V STEEL CONDUIT€3 of 16 No. 14 AWC.CABLE ,o 1 of 2 No.14 AWG.DETECTOR LOOP CABLE w facilities. ® a BURIED GAs UNE OVERHEAD WIRING J i of 16 No.14 AWG.CABLE � BURIED WATER A uNE OVERHEAD MIRING€2 of 2 No.14 AWG.CABLE p Q SIGNAL POLE SCHEDULE 2 of 16 No.14 AWG.CABLE L 0 O IL - BURIED TELEPHONE uNE OVERHEAD HIRING rV LOOP DETECTORS SPAN WARE MOUNT t of 2 No.14 AWG.DETECTOR LOOP CABLE LOOP LOOP LOOP LOOP CONNECTIONS LOOP CONNECTIONS DETECTOR NO. TYPE STATION OFFSET LOCATION BURY HEIGHT ABOVE GROUND A OVERHEAD WIRING€1 of 16 No.14 AWG.CABLE .,K euRlEo STORM MAIN DETECTORS SIZE TURNS AT PULLBOX AT CONTROLLER AMPLIFIER DEPTH t of 2 No.14 AWG.DETECTOR LOOP CABLE On LI_ NORTH SOUTH NEST EAST Q C, O 1-STEEL CONDUIT 1 of 2 No.14 AWG.DETECTOR LOOP CABLE Q I'WN ovERHEAD POWw uNE LDl 6'%20' 3 O 34'(Min.)TREATED TIMBER POLE 41+60 18'LT IV WEST of PAVEMENT 6' - 26' - 27' 1 In H- on p N Not SN57A Cr.E'D z' m --- BURIED CONDUIT LD2 6'%20' 3 O 34'(Min.)TREATED TIMBER POLE 41+60 72'RT 10'WEST of BACK of CURB 6' 26' - - 27' Yc u • Nis-}- mnmc 9G14Al rACE WTN BACNPu1E LD3 6'X16' 2 O 34'(Mtn.)TREATED TIMBER POLE 42+63.5 21'LT 5'EAST of BACK of CURB 6' - 28' 27* - ONE - � SERIES p PULL Box t.D4 6'x16' 2 O 3C(Min.)TREATED 11MBER POLE 1 42+72.5 61'RI 5'EAST of BACK of CURB 6' 26' - 27' - PEDESTRIAN SONALS MOUNTED ON WOODEN POLE Sheet S 8 F— ANCHOR of