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HomeMy WebLinkAboutFederal Aid Project No. F 86-1(13)0 - Rouse Ave at Mendenhall-Tamarack DESIGN DATA MONTXNTA DEPART,\4 ENT OF' TR...A.NSP011 TAT 101\T A.D.T. A. D.T. D. H.V. - pP J, L FEDERAL AID PROJECT F 86 - 11 131 0 f -11 T L o- v TRA I lI' F' IC CONrl"ROL Mi'VICES ROUSE A'V OUE, AT MENDENHALL TAMARACK LETTING DATE BOZE-NIAN - -' OUNTY OF' GALLATfN FEDERAL HIGHWAY F t6-I I j ADMINISTRATION THIS CONTRACT - ------------ -- + + ................. STATE OF MONTANA DEPARTMENT OF-RANSPORTATiON RELATED PROJECTS APPROVED 4 JOH" F,,T.WELL 1. H N IN DIRECTOR OF TRANSPORTATION 2 3' L GrSTEPJ ly N PREC,NST,Li-TI, % �N,3.NEFR U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION ASSOCIATED PROJECT AGREEMENT NUMBERS APPROVED R W 5 1.C. P. E, DIVISION ENGINEER DATE STATE PROJECT NUMBER SHEET NO. MONTANA 8 6 ( 13)0 S-I SUMMARY SIGNING & DELINEATION QUANTITIES ITEM MATERIAL TOTAL UNIT NUMBER SIGNS - SHEET ALUMINUM-REFLECTIVE SHEETING(A) 69 SQ. F SIGNS - SHEET ALUMINUM - REFLECTIVE SHEETING(B) 27.5 SQ. FOOOO T INDEX SQ. FOOT SIGNS - ALUMINUM SHEET INCREMENT SQ. FOOT OVERLAY -SHEET ALUMINUM POUNDS POSTS - STEEL U LINEAR FT. POSTS - METAL U DELINEATOR POLES - TREATED TIMBER - BARN -3° TOP 0 LINEAR FT. POLES - TREATED TIMBER - BARN -4" TOP 0 LINEAR FT. POLES - TREATED TIMBER - BARN -5° TOP 0 LINEAR FT POLES - TREATED TIMBER - BARN -6° TOP 0 LINEAR FT. - LINEAR FT. POLES - TREATED TIMBER - CLASS 4 LINEAR FT. POLES - TREATED TIMBER - CLASS 3 -. 697 POUNDS POSTS - TUBULAR STEEL POUNDS POSTS - STRUCTURAL STEEL LUMP SUM OVERHEAD STRUCTURE- METAL - CANTILEVER LUMP SUM OVERHEAD STRUCTURE- METAL - BRIDGE LUMP SUM OVERHEAD MOUNTING BRACKETS- METAL EACH GUIDE POSTS - HIGHWAY TRAFFIC STRIPING - WHITE I I GAL. (S ) HIGHWAY TRAFFIC STRIPING - YELLOW I GAL. (S) I GAL. (S) WORDS a SYMBOLS - REMOVE DELINEATION EACH DELINEATOR - DESIGN A DELINEATOR - DESIGN B EACH DELINEATOR - DESIGN C EACH - EACH DELINEATOR - DESIGN D _ EACH DELINEATOR - DESIGN E - EACH DELINEATCH - DESIGN F EACH DELINEATOR - DESIGN G EACH DELINEATOR - DESIGN H --- EACH REMOVE SIGNS - GUIDE -- EACH RESET SIGNS - GUIDE LUMP SUM MISCELLANEOUS WORK BARRICADE -TYPE I A LINEAR FT. 19 E ACH REMOVE SIGNS EACH RESET SIGNS 9 GAL. (S) CURB PAINT PREPARED BY TRAFFIC UNIT DRAWN BY ri 1n -y CHECKED BY J6; y STATE PROJECT NUMBER SHEET NC MONTANA F86-1(1 3)0 S J ' ui b b � Sa1O 1 gS O �b z 3^O�d � b 3 os3b °01b bMb-4bSbb ti Spay/�v,l�3d uu o dS III-T 1' a >yb�s41S I � N nb1S u fs r CC o e 9 V 1 wy e g � ao� e '•a ao 11 •F z S'I p a �ONih,'�NS c� lop, S/ o v� c o o C: r �r o o c� u ° G o n In �� a 001 ti Npi1b0""7 y O O o pH1 O r G O O (o 44,,?pw Q o O O C h1SN3;1SN/l r N 1� c, f $ S� �' - �' -AA �s r 1` Cn ( 1 SOa Q O oN3� 1 � , o a b s 1s rt c6 c6' c6 c6 r c6 Cb s c� _ I_ _ _ -z fat J ybbb� 0 D' O aoN 'J O o O o o 1 0 0 0 4 �� ^i1 J�>3yS -J r'R, cE, cti c6 r6 c5 c`6 �6 c6 c6 b o o J -- s 9 o O o o � Q q w o to O o w O S OO O W Y O X x X X X X X S- Z -d.•< — a� uw[ — '-c6 cs �- m�" —' eC w � lL op QK = 0X o,y 9X X W xa a O( � bpiS Lu o n 10 —7 '. _� L m 3 2i c6 fl o c — V) r�' a C — m rn Kl ON � - 2 ) L] aU� rd ' � b W W o sti— ��U 6 u � c o� 7'�} toa- � t- + + + + }Y + + +� + + �+ } - 4- + + 4- + } DRAWN BY: n - r'S T T - CHECKED BY `��.., STATE I PROJECT NUMBER I SHEET NO. MONTAN F86-1(13)0 I S-3 -- __- ,B"WHITE PAINT - - —_ (TYP) 8' (TYP) 4'MIN F L(� NOTE: REMOVE III 24" WHITE THE LOCATION OF THE CROSSWALKS RI-i05 PAINT ARE DEPENDENT ON LOCATION OF NEW SIDEWALKS. OFF D3 REPLACE I.._ _. I - FROM STA 2+47 cl) - - R 7 105 TYPICAL PAVEMENT MARKINGS REPLACE RE�'EACE _' ;- w N ROUSE AVE ",H Li FROM STA2488 alw° M[ REPLACE —� 09-2 NFW RiOM's .17 W / ;EI.I FOR PEDESTRIAN CROSSINGS 09-2b 4 R2 ' z — W~� LU :�F q MOVE sD I I YELLO4CURBPAINT r 53 - - .. LO 20'(30�WHEN APPROACHING A STOP SIGN OR SIGNAL r � � m r� TYPICAL CURB MARKINGS ED'� �L.f IE Om - R.-MOVE �>> , , D r �I I_ ;F I'L A(i H7-Sb R 7 5 t, - .. i' Gc oAda 0J7 L /(7'; y i RI MOVL1,.*/*0, YELLOW PAINT PAVEMEIV T MARKIIVG TYPICAL F 86-103)0 1� ROUSE & MENDENHALL H-LE GALLATIN COUNTY r NO - SIGNING AND E cNEo PAVEMENT MARKINGS LZL— R EvsEo R[viSEO STATE I PROJECT NUMBER SHEET NO. MONTAN F86-I(13)0 S-4 M � � ANTE?0� MASTAHM NEW 'JE+µ -�♦ M3-3 4E�La�;E -- REV10vE. I� MI-5 LI ~ R' 1 U7 00 r in y cr a NEW i�.NS S..a,._BE MO UN'E7 LEJEL OH D3 •R IZCN-.,c'_" A 'HL MA5IARM AS Q -."N. MOUNIINb HAR^,,HARE 15 TO BE - N ROUSE AVE i.'r 'k �.iGNS �_ ,'JGL POLE W - uY �IT 4ERs IN 4 ` D3 OVERHEAD SIGN DETAIL " • I\ pj -•r E o D U = MI-5 3AV 3sno6 N D PAVEMENT MARKINGS FINALR=MOVE UNIT APPLICATION TOTAL YELLOW PAINT 2 3 WHITE PAINT 4 7 CURB MARKING-YELLOW PAINT _ 5 _ 4 WORDS 8' SYMBOLS PAINT - -- -II F86-103)0 ROUSE B TAMARACK GALLATIN COUNTY DE„ RED SIGNING A N D oRnwra inn •._�' „E KED - - PAVEMENT MARKINGS REVISED RE v ilED vi�ED STATE PROJECT NUMBER SHEET NO. MONTANA F 86 - 1 113)0 E-1 ELECTRICAL QUANTITY SUMMARY ITEM N0. MATERIAL TAMARACK - MENDENHALL TOTAL UNIT URBAN URBAN 616 183 000 FOUNDATION - CONCRETE 5. I 4.3 9.4 CU YDS 616 323 110 CONDUIT - STEEL 1" RIGID 60 55 115 LIN FT 616 323 120 CONDUIT - STEEL 2" RIGID 210 220 430 LIN FT 616 783 001 PULL BOX - CONCRETE TYPE 1 2 1 3 EACH 617 033 514 CABLE - COPPER 9AWG14 - 600V 130 130 LIN FT 617 033 614 CABLE---COPPER 12AWC14 - 600V 290 350 640 LIN FT 617 123 108 CONDUCTOR - COPPER AWG8 - 600V 275 75 350 LIN FT 617 123 110 CONDUCTOR - COPPER AWGIO - 600V 100 100 LIN FT " 617 123 310 CONDUCTOR - COPPER AWG10 BARE 140 140 LIN FT 617 303 240 LUMINAIRE ASSEMBLY - 400W S.V. I I EACH 617 333 130 SERVICE ASSEMBLY - 30AMP 1 1 2 EACH 61T 363 010 PHOTO ELECTRIC CONTROL I I I EACH 617 503 110 TRAFFIC SIGNAL 3 COLOR I WAY 12 8 8 4 3 7 EACH 617 503 140 TRAFFIC SIGNAL 3 COLOR 1 WAY 8 8 8 4 3 7 EACH 11 617 553 020 SIGNAL - PEDESTRIAN TYPE 2 B 8 16 EACH _T- 617 605 041 CONTROLLER/TRAF ACTUAT TYPE 4 1 1 2 1 EACH 617 675 200 SIGNAL STANDARD TYPE 1-200 1 1 EACH 617 695 501 SIGNAL STANDARD TYPE 2-A-500-1 3 1 4 EACH 617 695 503 SIGNAL STANDARD TYPE 2-A-500-3 2 2 EACH c 617 715 051 SIGNAL STANDARD TYPE 3-A-500-1 I 1 EACH 617 763 101 DETECTOR LOOP 4 4 EACH 617 763 601 DETECTOR LOOP SHIELDED CABLE 515 515 LIN FT 617 781 000 REMOVAL & SALVAGE I I L SUM 617 903 250 PUSH BUTTON/ PEDESTRIAN 4 4 EACH 609 010 200 CURB & GUTTER - CONC. 169 169 LIN FT DESICNE� INDICATES STATE FURNISHED MATERIAL DRAWN i- --- _ CHECKED: REVISED REVISED 03-OCT-1991 IFS:(04000171369MENTM.TRF;I kaTE PHIAL=T NUMBER SHE ONTANA F E16 - 1 (13)0 E-2 NO. 8 CRIMPED HIGH CARBON STEEL WIRE SPACED AS SHOWN. 6 ONE WAY, 5 THE OTHER WAY. o � � / 1 m 0) C W lo _ O O 0 1 C L 3/8" BRASS J BOLT WITH CONCRETE FOR PULL BOXES SHALL BE CLASS " DD" OR EQUAL I" DIAMETER BEND BRASS SCREWS W 7 _ 2" 2" 2" L .- NEOPRENE GASKET 3 1/2" 1� " D i fIDW�, l -IDL DREINFORCED CAGE NO. 16 GALVANIZED3/4" MESH I .j IN - L DESCRIPTION: 1 1 TYPE I AND TYPE II METAL PULL BOXES SHALL BE 3/8" BRASS HOLD DOWN BOLT 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 BE HOT DIP GALVANIZED. PULL BOX METAL ELECTRICAL BOND, NO. 6 AWG PULL BOX CONCRETE MASTIC. APPLY IN FIELD COPPER OR EQUAL MINIMUM INSIDE DIMENSIONS --CONCRETE LINE 3"-' MINIMUM DIMENSIONS TYPE I TYPE II T f EXCAVATED MATERIAL TYPE I TYPE II SEALING GASKET 6" j AND TAMP SECURE " CONDUIT L = 19- I/4" L = 25- I/4" W = 12 INCHES W = 12 INCHES W = 13- I/4" W = 16- 1/4" 1- NO. 30 FELT PAPER D = 12" D = 12" L = 18 INCHES L = 24 INCHES O SEPARATION c I D L = 14- I/4" I D L = 20- 1/4" CONDUIT BUSHED NIPPLE I I D W = 8- 1/4" I D W = 11- 1/4" i O D = 10 INCHE,, D = 12 INCHES LIQUID TIGHT RIGID CONDUIT HUB CONDUIT IN PLACE C L = 15" C L = 21" 23" AS REQUIRED C W = 9" C W = 12" O FIELD DRILL CONDUIT ENTRANCE HOLE. TREAT DRILLED HOLE WITH GALVACON OR EQUIVALENT BEFORE INSTALLING CONDUIT HUB. ELECTRICAL O DETAIL DRAWING 00 I" CLEAN STONE O DRAINAGE PULL BOX METAL TYPE I & II AWL 111/817 PULL BOX CONCRETE TYPE I & II n -- — — . ,ro 16-SEP-1991 —1 PULL BOX METAL TYPE I & 11 PULL BOX CONCRETE TYPE I & 11 l f0 9000 11 136 9Y£RTY.TRFI l NO SCALE iAi_ =_ ._MBER SHEET MONTANA FTWISTL WATERTIGHT CONNECTORS PHOTO TYPE PHOTO-EELL TYPE � CONTROL INSULATED CLEVIS S-2 ONLY 1201240 VOLT SERVICE INSULATED T STLOCK TYPE CLEVIS PH TO-ELECTRIC CON ROL TYPES 1,6, 1 1 & 16 TYPES 2, 7, 12 & 17 WEATHER HEAD WEATHER HEAD -- �� ENTRANCE FITTING ENTRANCE FITTING / 1201240 VOLT — — SERVICE CONDUIT STRAP 0 METAL POLE 3/4' STAINLESS STEEL BANDING (TYP. 1 IDENTITY DESCRIPTIVE SYMBOL & 30'TREATTEDED T 4 TIME R NO. WIRE SIZES POLE _ 1- I/2" STEEL CONDUIT 3 Of N0.6 AWG PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER 3/4" STAINLESS STEEL 1 ' STEEL CONDUIT g 3 OF N0 14 AWG I-1 RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL BAND MOUNTING ITYP. I . 3 OF STEEL CONDUIT F .6 AWG IO IN THE GROUND OR INSTALLATION IN SUNLIGHT. +F B EACH HOUSING SHALL PROVIDE A SECTION TO FORM f e A WATERTIGHT SEAL AROUND THE CABLE AND A q g e SECTION TO PROVIDE A WATER ',EAL BETWEEN THE TYPES 3, 8, 13 & 18 TWO HOUSINGS AT THE POINT OF LIS Or+NECTION. g EACH KIT SHALL BE SUPPLIED WITH `,UFI LIIN" 6' MIN. 6" MIN. g g SILICONE COMPOUND TO LU'iRI(A1E METAL EAR'S METER BASE -I - TER BASE AND THE RUBBER HOUSINGS FOR EASY ASSEMBI°. 6 L t WHERE INDICATED A COPPER PIN AND A COPPER CABINET RECEPTACLE BOTH OF AT LEAST 907. CONDUCTIVITY �Ih CABINET io SHALL BE CRIMPED TO THE CABLE. THE RECEPTACLE SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN 6 THROUGH THE USE OF A TOPPER BERYLLIUM SPRING CONDUIT & WIRING B t0 MOUNTING PIN. THE PIN SHALL BE OF AT LEAST AND SHALL BE EQUIPPED WITH A DISPOSABLE GO" MIN. 60' MIN. AS REQUIRED 5 MAX. 72" MAX. HALF-HARD MATERIAL AND THE CRIMPING PORTION y b a SHALL BE FULLY ANNEALED WHILE THE REST OF — 1/2 STEEL CONDUIT THE PIN IS MAINTAINED IN ITS ORIGINAL STATE OF I B E NO.6 AWG 1` 6 HARDNESS. THE RECEPTACLE SHALL BE FULLY ea 5 ANNEALED. THE PIN AND RECEPTACLE SHALL LOCK TOGETHER 50 THE CONNECTION WILL DE MAINTAINED 4 4 WHEN A MINIMUM FORCE OF 20 POUNDS TENSION TYPES 4, 9, 14 & 19 IS APPLIED TO THE ATTACHED CABLES. 2' -- 3" MIN. - 3" in. 4� _ �j FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF SPRING LOADED 907. CONDUCTIVITY CONTACTS FOR 4 GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. I ; 4 10 - a _� THE CONTACTS SHALL BE FULLY ANNEALED AND CONDUIT & WIRING 4 ADAPTED TO BE CRIMPED TO THE CABLE. AS REQUIRED 5/B"x 8' COPPERW D 14 4 4 GROUND R D 4 4 1 5/8" X 8' COPPERWELD GROUND ROD IF, 10 10 SERVICE ASSEMBLY DETAIL SERVICE ASSEMBLY DETAIL 10 TYPES 5, 10, 15 & 20 METAL POLE WOOD POLE 8 10 10 10 e y 0 10 e ELECTRICAL L(I 10 DETAIL DRAWING IQ - WATERTIGHT CONNECTORS SERVICE ASSEM LI :AWN J.U.O 7-871 viSED Aif 16-SEP-1991 d0 SCALE IF2:[04000 I11J694iiI TR£I I MONTANA F 86 — 1 (13)0 E-4 4-1/2" D.D. STANDARD j STEEL PIPE I ' 0 NOTE: G SEE SHEET NO, E-3 FOR SERVICE ASSEMBLY DETAIL f 1 -- AP TYPE 1 -2 0 0 LAP # 6 BARS 13'-7" LONG) y; - #6 BARS (2'-7" LONG) lB TYPICAL) (8 TYPICAL) # 4 HOOPS AT f 0 # 4 HOOPS AT 1 , ° I'-0" CENTERS I'-0" CENTERS ARROW TO BE LEFT OR RIGHT, a OR BOTH AS REQUIRED. ANCHOR BOLT ! ANCHOR BOLT 14 TYPICAL ANCHUR BOLT 14 TYPICAL ANCHOR BOLT PUSH PUSH PORCELAIN ENAMELLED SIGN CIRCLE CIRCLE BUTTON 5">< 7-3/4". BLACK LETTERS BUTTON WAIT FOR ON WHITE BACKGROUND. WAIT FOR CLEARANCE T 2-112' CLEARANCE WALK GREEN SECTION A-A SEC 1 ION B-B SIGNAL BACK OF CASTING SHAPED TO SIGNAL FIT CURVATURE OF POST. FOR MOUNTING ON PEDESTRIAN PUSH -- CAST BASE BUTTON POST, CASTING SHALL -_ CONDUIT SHALL PROTRUDE FROM- - BE FORMED TO TOP OF POST. NO.6 AWG BARE GROUND WIRE 1 FOUNDATION AT LEAST 3" HANDHOLE--- OR PIGTAIL EXTENSION SECURED 6 COVER I� UNDER ANCHOR BOLT NUT. z" - � 6" 2" 6. � FOR 'DON'T WALK-WALK' FOR COLOR SIGNAL 1 j - SIGNAL o,I•`�;. ;��� - COPPER GROUNDING STRAP BETWEEN -���' - •-F"'' . PEDESTRIAN PUSH BUTTON i ANCHOR BOLT, CONDUIT & N0. 6 AWE G BARE GROUND WIRE OR PIGTAIL - A A 2 _0 ❑ p 2'-0" EXTENSION. _T 0 v U _�� U V o of i ° 1 # , �} I- 2' - ELECTRICAL ° 1 DETAIL DRAWING A-- TYPE I-120 & I- 100 r 2'-0" 3„ TYPE 1 - 200 SIGNAL STANDARD, TYPE 1 -200 ll FOUNDATION DETAILS & t ATYPICAL OF FOUNDATIONS I PEDESTRIAN PUSH BUTTONS --L - •IL - � - 16-SEP-1991 NO SCALE F2,104000 11 IJ69YfN7Y.T RF1 I Iz,Tn-. 1 ' b,JMBER IECI NO MONTANA F 86 - 1(13)0 E-5 STAINLESS STEEL POLE CLAMP ITYP. ) CABINET — - CLEARANCE TWEEN CONDUIT FITTINGS A CABINET SHALL CONDULET CORRESPO WITH THE LAYOUT OF THE TTOM OF THE CABINET. —_ - 4-1/ ADAPTER THREADED AND WELDED --I - 2' -a" �I I' -5" HUB FOR 3" CONDUIT - 4-I/ O.D. STA DARD - ST EL PIPE NO.6 AWG BARE GROUND WIRE o �' - GASKET REQUIRED CLASS "D" IEEE: CONCRETE OR PIGTAIL EXTENSION SECURED UNDER ANCHOR BOLT NUT. BETWEEN CONCRETE & FOUNDATION HANDHOLE BOTTOM OF CABINET. & COVER 1 CAST IRON BASE DRAIN COPPER GROUNDING STRAP BETWEEN ANCHOR BOLT, 3" MIN. CONDUIT & NO. 6 AWG o - CLASS "D" BARE GROUND WIRE OR CONCRETE n1 PIGTAIL EXTENSION. FOUNDATION " O V POLE MOUNTED CONTROLLER CABINET c'I ASS TE TYPICAL CABINET DIMENSIONS (+) ONCRETE OUNDATION WIDTH = 20" ?, HEIGHT 34" 0 - " 3' -0 — 1' 10" DEPTH = 14" T PE " A" CONTROLLER CA NET TYPE " D" CO TROLLER CABINET MOUNTING AYNVA YFINIORDGHT ER OMANTAINc EARANCE MOUNTING MO TING BETWEEN CABINET AND PEDESTRIAN SIGNALS. 5/8" x B' COPPERWELD -' GROUND ROD TYPICAL CABINET DIMENSIONS ('_) TYPICAL CABINET IMENSIONS (*) WIDTH 20" WIDTH = 3 " HEIGHT = 34" HEIGHT = 5 " DEPTH = 14" DEPTH = 16 ELECTRICAL DETAIL DRAWING PEDESTAL AND POLE MOUNTINGS NED FOR CONTROLLER CABINETS NN J.U.O. 6-8 KED 'ED - -- - I 16-S£P-1991 NO SCALE ZF2:l0 4000 11 136 9YENTl1.TRF1 I STA"E r . ; -[rl SIN[ ']. MONTANa F 86 - 1 (13)0 E-6 ARROWS INDICATE PATTERN TO w FOLLOW FOR LAYING LOOP WIRE u > SAWED SLOT w < �. -- OVERLAY Y PULL BOX PULL Ij BOX A cr ? NUMBER OF TURNS AS z �1 N w w wINDICATED ON PLANS J Q I' -0" MA%. m 3 z o w C= 2 a LIMIT OF RIGID STEEL CONDUIT a SEAL END WITH DUC-SEAL 112" RIGID STEEL CONDUIT TEE TYPE CONDUIT FITTING > "' a � I a 0 LOOP WIRE LAY ELEVATE PULL BOX I" ABOVE SIDEWALK- LEVEL. SLOPE CONCRETE AWAY FROM PULL—] BOX LIP FOR 2' IN ALL DIRECTIONS. / 2. NUMBER OF TURNS AS 1` SAWED SLOT + DIMENSION AS INDICATED - Y / INDICATED ON PLANS ON PLANS X L ULP \/I ----------J n . DIMENSION AS INDICATED ON PLANS - _L w o DIMENSION o r AS = INDICATED OVERLAP DIAGONAL CUTS Si, 1' 0" MAX. ON PLANS THAT SLOT IS FULL DEPTH o w AT TURN POINTS AND CHIP 112" RIGID STEEL CONDUIT TEE TYPE CONDUIT FITTING DIMENSION a SHARP INNER CORNERS LIMIT OF RIGID STEEL CONDUIT AS Q w SEAL END WITH DUC-SEAL -INDICATED n ON PI AN', u n HEAVY LINES SHOW SAW CUTS 1[ TO ACCOMMODATE WIRE LOOP PUL L BOX & CONDUIT LOCATIONS } RECTANGULAR LOOP � OVERLAP olacor,aL curs So ONE HALF THAT SLOT IS FULL DEPTH TOTAL AT TURN POINTS AND CHIP WIDTH SHARP INNER CORNERS NOTES HEAVY LINES SHOW SAW CUTS I'•BEVEL 10 ACCOMMODATE WIRE LOOP 1 THE SLOT SHALL BE BRUSHED OR BLOWN CLEAN OF ALL LOOSE MATERIAL. THE LOOP WIRE SHALL BE CAREFULLY PUSHED INTO THE SLOT WITH A BLUNT STICK TO AVOID DAMAGING IT' S INSULATION. A THERMOSETTING POLYESTER COMPOUND SHALL BE USED FOR SEALING THE SLOT AND ANCHORING THE WIRE QUADRUPOLE LOOP LOOP SECURELY. RESISTANCE OF THE WIRE LOOP TO GROUND SHALL BE CHECKED AFTER THE WIRE IS PLACED IN THE SLOT, BOTH BEFORE AND AFTER THE SLOT IS SEALED. A RESISTANCE OF LESS THAN 10 MEGOHMS INDICATES A FAULTY - 114' SPLICE OR WIRE INSTALLATION WHICH SHALL BE CORRECTED BEFORE THE DETECTOR LOOP WIRE IS SEALED IN PLACE. 2'-0' DIA. - DEPTH OF CUT THE DETECTOR LOOP WIRE SHALL BE NO. 12 XHHW CONDUCTOR, TERMINATED ASPHALT 2" IN A WATERPROOF PULL BOX AT THE SIDE OF THE ROAD AND CONNECTED TO CONCRETE 1-114" J i CONCRETE ENCASEMENT PAD FOR A TWO CONDUCTOR CABLE (SPECIFIED ON THE PLANS) WITH A SOLDERED. ELECTRICAL LOOP DETECTOR PULL BOX WATERPROOF SPLICE FOR THE LEAD-IN RUN. DETAIL DRAWING 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. CROSS SECTION OF LOOP DETECTOR INSTALLATION SAW CUT GJS 1-12-73 LLC -8-281h3 CDPI 10-20-P7 n'L 1 16-SEP_1991 ZFP:C04000111369YEMrV.TRFI I S I A I L PRf;, i- `;11G7;,,FFe ll',HF F T NO TABLE I POLE SHAFT SIGNAL ARM FOUNDATION MOUNTING MOUNTING POINTS MONTANA F 86 O O O O BOLTS OE O O H G U401.' TABLE 2 .1 2 4 3 .4 Y 5 4 6 7 r 8 9 EME16.VEHICLE _ S' I SIGNAL DETECTOR SIGN PANEL SIGNAL SIGNAL LUMINAIRE SIGNALS PED.SIGNAL CONTROLLER CAB. TYPE 111 LOWER SHAFT I5',20'A25'& 30' IBBS O. 17%2" II/z•. IYq,x AONCHOR(OVERALL-76"1 17"50. 19" I"- B NC - ., A325 1/z' I/z' 7 77"TYPE 12) LOWER SHAFT 35'.40'& 45' 19"S0. 19" II/2" 1j'4"x 75"x 6"(OVERALL-81"1 19"SO. 20' 11/q"- 7 NC - 6" A325 I Y4" I Yq" 8 DESIGN AREA 12.0 SO.FT. NIL 8.0 SO.FT. 9.0 SO.F T. 9.0 SO.FT. 3.3 SO.FT. 9.0 SO.FT. 3.0 $0.FT. 4.72 SO.F T. DESIGN WEIGHT 135 LB. NIL 100 LB. 105 LB. 105 LB. 75 LB. 210 L.B. 80 LB. 200 LB. yq" - 10 NC 3" A325 (TYP. 1 NOTES DRAG COEF. (Cd) 2 NIL 1.2 1.2 1.2 0.5 1.2 1.2 1.2 II NC - 21/2" A325 ITYP. STANDARDS SHALL BE DESIGNED IN ACCORDANCE WITH THE 1975 AASHTO STANDARD SPECIFICATIONS O 10" E FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS. LUMINAIRES AND TRAFFIC SIGNALS fAND ANY 1 REMOVABLE CAP /� - AMENDMENTS THE RE TU r, 45'(TYP. ) DESIGN WIND VELOCITY SHALL BE 90 M.P.H. 141/7 -T 2" SCHEDULE 40 A53 PIPE 1 DESIGN AREA - AREA WITH MAXIMUM WIND LOAD (WIND IS PERPENDICULAR TO STANDARD. AS SHOWN). OA(BREAK SHARP EDGES FOR ""--- ---- i TABLE 3 WIRE PROTECTION) DESIGN WEIGHT = DEAD LOAD. 15• 20'& 25' 30' ,35' 40'& 45' /• 0 ALL TYPE (II LOWER SHAFTS SHALL BE DESIGNED FOR A 30' AND A MOUNTING HEIGHT OF 45'. �_ MTG.PTS. *I,'F2 &'A3 A`1,4"2,*3 &*4 '1`1,4"2."A 3,A`4 6 �'S 1 T I ALL TYPE (21 LOWER SHAFTS 1S SHALL BE DESIGNED FOR A = 45' AND A MOUNTING HEIGHT OF 45'. ` 7•' ° e j 1 0c, (TYP ) 2" SCHEDULE 40 A53 PIPE ANCHOR BOLTS SHALL BE A449 OR EQUAL. TOP END SHALL BE GALVANIZED AND THREADED 12"(MIN, I, DaNT `✓ (BREAK SHARP EDGES FOR WALK WELD HOOK TO POLE WIRE PROTECTION) WELDING PROCEDURES. SYMBOLS, BASE METAL SPECIFICATIONS AND GRADES MUST BE CALLED OUT 1 o e 1 SHAFT FOR SUPPORT PRIOR TO FABRICATION OR APPROVAL. OF WIRE CLAMP POLE SHAFTS, ARMS, AND ACCESSORIES SHALL BE GALVANIZED PER ASTM °ESIGNAIION A123. WAL K _ NOTE - PIPE BRACKETS SHALL BE '/( PLATE TOP, 1 !I UPPER SHAFT 15' USED FOR MOUNTING TRAFFIC Yq" PLATE r� BOTTOM AND SIDES ALS 11 1-- !6 100 THE PEDESTRIAN SHAFT UNLESS- I PLATE 7AIRI OTHERWISE SHOWN ON THE PLANS. 1%q" THREADED SCHEDUI E. 40 - PEDESTRIAN LUMINAIRE ARM CONNECTION © CJ A53 PIPE (BREAK SHARP EDGES 2" SCHEDULE 40 A53 PIPE PUSH BUTTON LOWER SHAFT FOR WIRE PROTECTION) IBREAK SHARP EDGES FORWHEN SPECIFIED WIRE PROTECTION) -SIGNAL MAST ARM FILLER T PLATE TOP, 1 MATERIAL MAST ARM BOTTOM AND SIDES 4`3 - •1,4`4 8'FS LUMINAIRE ARM 1 � ___ MIN.11 GAUGE 2 0" MIN. __ 3 -1C" I'/," SCHEDULE qU A53 Pipf. - -_ Ar _________ 6 � ANCHOR BOLT 1 (BREAK SHARP EDGES FOR ==�J 2' BEVEL PROTRUSION A36 PLATE �� _ WIRE PROTECTION) ,. 61/�• 6,/2,. 21/Z., uPPEk SHAFT ( 1 5" To 7%2" �'/ MIN. I I GAUGE FACE OF CURB _- 1 UPPER SHAFI I _ - _ _ 1 11 J-1 Y,' PLATE - FOR *1,*2.*3,*4 & *5 FOR *6 1 5 2 Ll A36 PLATE NOTE - REMOVABLE CAPS SHALL BE COUPLING DETAIL SUPPLIED W"" E"`" `D NOTE -LUMINAIRE ARM AND SIGNAL 11 SIGNAL ARM CONNECTION COUPLING u m EXCEPT FOR W7, *8 &+9, (NCT APPLICABLE TTl'F7.*S ARM ARE IN THE SAME VERTICAL PLANE, ON THE SAME SIDE OF THE POLE. COPPER GROUNDING 13'So. STRAP BETWEEN 1j _ _ ANCHOR BOLT, 11 - CLASS "°" I.m o LOWER SHAFT I� 12.5. - CONCRETE C) _ (� _ _ CONDUIT AND BARE I I FOUNpAiION *12.5 - - - AWG NO.6 GROUND _ HANOMDLE ' 4 _ _ I AND COVER REMOVABLE CAP - �! 2 - - - - _ _ - - - - WIRE 1 '/2' NUT HOLDER _ I I - 35'& 45' m ■ 45"ITYP. ) FOR GROUNDING `I- MOE TINC 8 N0,6 BARS I ••� I U.S. 3 �- _ _ - ' EQUALLY SPACED - - '{. NOTE- A HANDHOLE DETAIL I -� �- -►� * -- # _ - - - - 2.5 •1.5' I AND A NUT HOLDER 3 - - _ DETAIL SHALL BE 1 19 ♦4 m u A36 PLATE REQUIRED. 1 W5 1 1 _L SIGNAL ARM TYPE (I) OR (2) - 2'- 6" ` REMOVABLE COVER PLATE LOWER SHAFT '+ SHALL BE PROVIDED WITH - 1 1 MIN. 7 GAUGE MIN.7 GAUGE EACH POLE SHAFT PLATE •7 IS ELEVATION AT BOTTOM OF TRAF.- I 01F ARkOW TO BE LEFT OR RIGHT, -�►NOTE -COVER PLATE DETAIL 45'ITYP. 1 --./ Q 0 .. - OR BOTH AS REQUIRED. PUSH SIGNAL HEADS (FIELD MOUNTED)SHALL BE REQUIRED. LOWER SHAFT pORCELAM ENAMELLED S'GN,�� BUTTON WAIT FOR5" x 7Yq" BLACK LETTERS 4`8 IS ELEVATION AT BDTTOM OF PED. K OF tt q HOOPS C) WALK )ON WHITE BACKGROUND. SIGNAL HEADS (f IEED MOUNTED) - ,SIGNAL - I4' -r-- SPACED EOUALL,SLOT = ANCHOk BOLT '/." fTYP, ) BACK OF CASTING SHAPED TO . AT ABOUT I0SHAF T TO SHAFT - FIT CURVATURE OF POLE. O CENTERS \J *9 IS ELEVATION AT BOTTOM OFtt 6 BAR fTVP, 1 MOUNTING PLATES DETAIL A36 PLATE CONTROLLER CABINET (BAND MOUNTED) ' OM LONG CLEARANCE FOR COLOR FOR "DON' T WALK-WALK" BASE DETAIL SIGNAL SIGNAL 3" THREADED SCHEDULE 40 A53 PIPE, PROJECTING FROM SHAFT 2", WITH TYPICAL FOUNDATION PEDESTRIAN PUSH BUTTON SIGN REMOVABLE CAP. BREAK SHARP EDGES 7. FOR WIRE PROTECTION. TYPICAL SIGNAL MOUNTINGS ® �T CURB (m I ®ID(CmAU' .. 1 T 1 1 1 1 TERMINAL ELECTRICAL o `QMPAR TIME NT 2A & 3A STANDARDS POLE _ © DETAIL DRAWING SHAFT SIGNAL . TYPE 2A & 3A SIGNAL STANDARDS JOoff 9/84 0 ®¢® ten® 1 ®m® S ' FOUNDATION DETAILS, AND coP1 9/eq IGNAL FACE ELEVATOR TYPICAL ORIENTATION FOR 4 STANDARD PIPE BRACKETS FOR PLUMBIZER ARM TING FOR POLE TYPICAL SIGNAL MOUNTINGS - CDP-�_12/8i� MAST ARM POLE MOUNTING TRAFFIC MAST ARM MOUNTING FOR PEDESTRIAN 1� 1_ 16-SEP-199f MOUNT INC AND PEDESTRIAN SIGNALS MOUNTING SIGNALS ONLY PIPE BRACKET MOUNTED SIGNALS TYPE 2A TYPE 3A F2+104000111369YEN740.tRf;I NO SCALE MONTArJn F 86 - 1 (1310 E� POLE SCHEDULE POLE ITEM NO. TYPE LINE STATION OFFSET TYPE POLE FQUNDATION P.P. B. SIGNAL NO ('i POLE) BASE DIA. X DEPTH MASTARM 1 _ 617 675 200 I-200 N.ROUSE 3+75 38' RT _ANCHOR 2' -0"x4' -_O" 2 617 695 503 2-A N.ROUSE 3+65 24' LT ANCHOR 2 6"x7' 0" 25' _ - - _ 3_ 617 695 501 2-A N. ROUSE_ 4+17 39' LT_ ANCHOR _ 2' -6"x7' -0" 15' 4 617 695 503 2-A N.ROUSE 4+36 24'RT ANCHOR 2' 6"x7' 0" 25' Lo M CONTROLLER W CONDUIT & WIRE SCHEDULLE PHASE DIAGRAM STEEL ND 1 OF9AWC14SIGNAL CABLE 1 2 2" STEEL CONDUIT 1 m _ D 1 OF 12AWG14 SIGNAL CABLE 2 OF AWG NO. 8 2D- c 4 `11 1 OF 9AWG 1 4 SIGNAL CABLE - - - O © 2" STEEL CONDUIT ND ROUSE 2 OF 12AW014 SIGNAL CABLE _ D 2' STEEL CONDUIT 1 OF 12AW614 SIGNAL_ CABLE 2" STEEL CONDUIT SIGNAL INDICATIONS ------- - - 6 -t 2 OF AWG NO. 8 PULL BOX ;tl� 1 OF 12AWG14 SIGNAL CABLE I�� O4 NOTE: EXISTING SIGNAL POLES f O TO BE REMOVED AND SALVAGED 8 I 12" DONT TO THE CITY OF BOZEMAN lO WALK 4 1 /2" (SEE SPECIAL PROVISIONS). 1201240 VOLT O B O S LTRS. J SERVICE © 8' © 8" WALK S-1 fi 120/ 240 VOL T OVERHEAD SERVICE BY 2 q Ol 3 MONTANA POWER CO_ AWG N0. 6 0 METER BASE OO O B kEOUIRED © 5 NOTE: THERE ARE MANY UNDERGROUND UTILITIES ON THIS PROJECT, CONTRACTOR I L IGHINNG ARRESTER SHALL NOTIFY ALL UTILITY COMPANIES i (TYPICAL ) I I I PRIOR TO ANY EXCAVATION. I I 1 } I a I CIRCUIT BREAKER I I 30 AMP, 1 POLE, SINGLE THROW i ram- N. E. M. A. TYPE 3P 1 CABINET I I I I I I I I I I I I BARE AWG NO. 6 1p- GROUND ROD PROJECT NO. F 86 - 1 (13)0 AWG No. a TO TRAFFIC SIGNALS AT SIGNAL CONTROLLER ROUSE & MENDENHALL BOZEMAN _ SERVICE WIRING DIAGRAM GALLATIN COUNTY A rF 16-SfP-1991 .'F2;f 04000 1 J 1769YEMTY.TRF,1 MONTANA F 86 _ T (13)0 E-9 POLE SCHEDULE POLE ITEM N0. TYPE LINE STATION OFFSET TYPE POLE FOUNDATION SIGNAL LUMINAIRE LUMINAIRE LUMINAIRE NO (� POLE I BASE DIA.X DEPTH P.P.B. MASTARM MASTARM HEIGHT TYPE M fiJ r_:3617 617_695 501 2-A _ N. ROUSE 33+52 22' LT ANCHOR 2 --6"X7' 1M 617 695 501 2-A N. R0USE 34+12 36' LT ANCHOR 2' -6"X7' 0', 1 713 O51 3-AROUSE 34+31 22' RT ANCHOR 2' -6X7' 0" I S' 15' 45' HPSy 617 695 501 2-A N. ROUSE 33+66 40 "RT ANCHOR 27-6"X7' -O" I 5' S-2 CIE NOTE: CONTRACTOR WILL COORDINATE ELEVATION OF POLE 120 / 240 VOLT OVERHEAD FOOTING WITH CITY OF BOZEMAN (SEE SPECIAL PROVISIONS) SERVICE BY MONTANA POWER CO. z�-7. i W LOOP DETECTORS PHASE DIAGRAM I -- - DIMENSIONS NUMBER OF TURNS ASSOCIATED TYPE OF LOOP ASSVEH PHASE �; LOOP N0. FEE7> N LOOP LOOP CONNECTIONS 1 TYP 1 HLS11'�y'x1' 1 ,-C'OM+A9:�FH L I 6 x 14 2 RECTANGULAR L I ilvl ] s.R.T. i LI L 2 6 K 14 2 RECTANGULAR L 2 HUI.'_l%iNl L 3 6 , 14 2 RECTANGULAR sE"'Ls TO AMPLIFIER — ¢4 I !— aj O BZx L2 _ (,/ / L 4 6 x 14 2 RECTANGULAR L 3 sERILs - \� I I LUMINAIRE TO "1 REM�40 L 4BY MONTANAPOWER CTo 35' 02 a a 04 CONDUIT & WIRE SCHEDULLE E N. R011 E STEEL CONDUIT SIGNAL INDICATIONS 1" \ I OF LOOP DETECTOR CABLE - -_ er. 7 _�3r- ^` ,ii:`fl l.4y _ 2" STEEL CONDUIT - - ,: 'r✓h - n /r,'l -I fx— x— x- x- D I OF 12AWC14 SIGNAL CABLE 1 OF LOOP DETECTOR CABLE . 8„ To 12 DONT " L3eux I O 8„ 8„ WALK 4 I/2" 3Lq , 2' srEEL CONDUIT 8 8" WALK LTRS. 2 OF AWG NO.B -- I I OF AWG NO. 10 BARE Fil r.,l ;,,ItS 2 OF 12AWG14 SIGNAL CABLE O O O 2 8 REQUIRED I OF LOOP DETECTOR CABLE O 3 -xl © O NOTE THERE ARE MANY UNDERGROUND D = z° STEEL Wcorloulr © O UTILITIES ON THIS PROJECT. CONTRACTOR I OF 12A G14 SIGNAL CABLE SHALL NOTIFY ALL UTILITY COMPANIES aPRIOR TO ANY EXCAVATION. 1 Q: SERVICE WIRING DIAGRAM NEW CONCRETE CURB AND GUTTER (SEE STANDARD DRAWING NO. 6F„ 20SERVICEOLT PHOTO ELECTRIC CONTROL AWG NO.6 STATION L'NEAR FEET (�b o CURB AND GUTTER CUT-OFF CURB REMARKS METER BASE AWG NO. 14 FROM TO LEFT RIGHT LEFT RIGHT 1 CIRCUIT BREAKER LIGHTNING ARRESTER 20 AMP,2 POLE, 33+34 (20'LTI 33+54 120'LTI 20• - - - - --- (TYPICAL) SINGLE THROW 33+19.4 120'RT) 33+69.4 l60'Ri1 BI.S' - INCLUDES 20 RADIUS I 1 }--} � AUTO-OFF-MANUAL 34+I0 156'Ril 34a49,4 (20'RTi 67.5 _ _ INCLUDES 20' RADIUS _ CIRCUIT BREAKER I SWITCH 30 AMP, ) POLE, SINGLE THROW I 20 AMP RELAY 2 POLE,SINGLE THROW - I I --- - - - ---' �—N.E.M.A. TYPE 3R L- - -- -------I CABINET BARE AWG NO.6 AWG NO. a AWG N0. 10 BARE f PROJECT NO. F 86 - 1 (13)0 POLE SUBTOTAL 20 149 BASE :' TOTAL 169 GROUND ROD AWG No. 8 TO -""" TRAFFIC SIGNALS AT SIGNAL CONTROLLER ROUSE & TAMARACK AWG NO�10 INDICATES WATERTIGHT CONNECTORS GROUND LUG IN - BOZEMAN PER ELECTRICAL DRAWING POLE BASE ITYPI ��2 � GALLATIN COUNTY IION SHEET E-3 2"L16-5£P-1991 �POLE _ __ FUSES SMALL BE 6 AMP BASE 3 zrz,[0 4000 11 136 9MENTM.TRF.I