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HomeMy WebLinkAboutFederal Aid Project No. HSIP 1201(11) -S 19th & Koch _ Traffic Signal Devices DESIGN DATA "t T� MONTANA DEPARTMENT OF TRANSPORTATION GI ACIEfl loft[ HILL VALlt1 OAn \S 03 A D.T.= 15,280 r nRC AO 20 a Z 1 BLAINE o0sc vtt - - -- - - 2023 A D.T.= 30,400 AA D H.V.= 3040 C"outEA K.a.rp ET0e1 T.= 0,9 h"0fA5 VSIKI IPS C0M LEWIS GARFIEL❑ RAASON FEDERAL AID PROJECT NO. HSIP 1201(11) kNph a No r[R b RO kN ESAL'S = W WA ARK ad' 4 SCIA ASCAut J"°"" TRAFFIC CONTROL DEVICES GROWTH RATE = 35% W O V BASIN ��' t °I/I �E AC " S i\S"f El ROSEBUD 2 CRAM 11f AT CUSTCA rAll _ _-- - SIGNAL - 19TH & KOCH - BOZEMAN COMBINATION DATE - �° �a « .4 5 � K � `'• COMDINATION SCALE FACTOR NA 4 CARTER BEAVEAIL POWDER B GALLATIN COUNTY • �� AA• BIG1bi1N RIVER THIS PROJECT x� a LENGTH N/A kilometers SCALES VERTICAL: 1: N/A HORIZONTAL: 1: N/A CROSS SECTION -HORIZONTAL & VERTICAL: 1: N/A REDUCED PRINTS ONE-HALF ORIGINAL SCALE Q ALL SCALES ARE APPROXIMATE lg�,�� CL 0 '. O 3 (r L.. 2 p �U-1202 two g (•.a I.,: � ,� , M.�'wIi �1 tirl �� ��= ` 1 G...,I• � 6 ro FA.;I I... ttax n - � I - -' �s �� •C a,t1 I rr.w'e.,.r. 'l� � CSTON n,�n `,i I... 1u• A 'T� Iy ''i '_� r5 1 'a.aG b{ LMJ � ;� I.. a• .o,e, T �t � Ik „I� Irky .� \ro ,I o"ll h4•,i I„ `� ,.+,,"o g u».s�� 4, -��I 'r - �'• ..,A. >• r r r Q THIS CONTRACT qp- R. P. 3. 2 7 T Si T! b C 12• 1 T 7 T TO LIVINGSTONmet: 2 ,I. I 0 u e 1 « 191 b I TO WEST YELLOWSTONE K' . r U-121a .. cs.a _ • ° 1O „M' fe•...A 1�. s' u•t 21 •I L_ M O N T A N A N Na r 94, D EPARTM ENT OF THAN SPO RTATiO N i R E L A T E D P R D J E C T S •W M\ - .•In • APPROVED A� I Vti i c a.e oVTJ J.oAtAN�"anTARh T s z _ �� T ' STATE "RAERSITYZ JIM L .H DUM1E E �' R 1VILLIAMS th DIRECTOR MN-T TID 105o9PE MT-STPU-CM 1201(12) 05 1 14 - V�` -r., ww•a 13 • r V 16 m '� I: I 4 a w tl V - �.c*i,� w u •1 TRAFFIC AND SAFETY AO CM-STPU 1201191 fffJOAAI Eg6` V � f CALLA I'IN q , � -= U S DEPARTMENT OF TRANSPORTATION COUNTY - U•1212 I A FEDERAL HIGHWAY ADMINISTRATION - S E 7'tGs'u 40. A S S O C IA T E D PR O JE CT s' r o• � g, I �� s__ � a,s F y 'prry3 A G R EEM EN T N IJM BER S y�l V� r ts•� d\� < _ Y �a T APPROVED hN, w.Po wun B07� MAN,:r z� �• =-•i R/VJ & I.C. ` 1 I V AO P E STPHS 12991151 1 DIVISION ADMINISTRATOR DATE CONTROL NO 4713 = STATE PROJECT NUMBER SHEET NO. MONTANA HSIP 120101) _2 TABLE OF CONTENTS NOTES �~ SHEET NO. PLANS a°a TITLE SHEET I 0 UT IL IT I E S TABLE OF CONTENTS 2 CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1-800-424-5555) OR OTHER NOTIFICATION SYSTEM FOR THE MARKING AND LOCATION OF NOTES 2 ALL LINES AND SERVICES BEFORE EXCAVATING. CONTROL TRAVERSE DIAGRAM 3 a 2 q 2 S IGN ING PLANS o - SUMMARY S- 1 LOCATION & SPECIFICATIONS S-2 PLAN SHEET S-3 0 ELECTRICAL PLANS Q SUMMARY E- 1 O DETAILS E- 1 - E-6 PLAN SHEET E- 7 Q [ram GQ I O N _ O O Q WQ� 00'0 3 �NN ti\N 1 STATE PROJECT NUMBER SHEET NO. CONTROL TRAVERSE DIAGRAM MONTANAl HSIP 1201(11) 3 SCALE = 1 : 1 000 a� oa QQ 0 �o Q � � a o W LiJ Q o Lu U Lu (� W Ln W LLJ (n LLJ � O H- to U LLJ W = > m Y U J m U O Q AZ-A A2-B 19TH AVENUE e2- X ° 2 Q - [r� Q CONTROL TRAVERSE ABSTRACT POINT NORTHING EASTING STATION GROUND LOCATION DESCRIPTION NUMBER ELEVATION ELEVATION NW CORNER OF OLIVE ST. & SOUTH 19TH AVE., SET IN ASPHALT c h 2-A 5912.1175 596.0586 1466. 192 1.52 m WEST OF WATER VALVE, I.83 m SOUTH & 3.05 m EAST OF FIRE HYDRANT b N 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-A" AND "1996" SW CORNER DICKERSON ST. & SOUTH 19TH AVE.. SET IN ASPHALT IN SOUTH 19TH AVE.. O 2-B 5451.0072 602.8554 1473.111 0.61 m EAST OF EDGE OF ASPHALT, 2.13 m SOUTH & 4.57 m EAST OF BARB WIRE FENCE CORNER 0 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-B" AND "1496" Z 0. SE CORNER OF BAB COCK ST. & SOUTH 19TH AVE., IN ASPHALT, 2.74m SOUTH OF SOUTH EDGE 0 0 C 2-W 6022.9394 611.9279 1465.039 ASPHALT OF KOCH ST. AND 2.44m EAST OF EAST EDGE OF ASPHALT OF S 19TH AVE.. 2.74m SW c pip OF POWER POLE. 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-111" AND "1996" N O' NE CORNER OF KOCH ST. & SOUTH 19TH AVE.. 0.94 m EAST OF EAST EDGE OF ASPHALT OF 0 0+`+'2 2-X 5694.2303 613.2136 1469. 121 SOUTH 19TH AVE_, 5.03 m NORTH OF NORTH CURB OF KOCH ST. ^�N, 1 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-X" AND "1996" . � i STATE I PROJECT NUMBER SHEET NO MONTANA HSIP 1201 (111 S-I SUMMARY SIGNING & DELINEATION OUANT TIES W O - oa <Q MATER IAL TOTAL UN IT SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING([) SO. METERS SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING([[[/IV) +.4� 1_ SO. METERS SIGNS-ALUMINUM SHEET INCREMENT SHEETING (1) SO. METERS SIGNS-ALUMINUM SHEET INCREMENT SHEETING (III/IV) SO. METERS ? OVERLAY-SHEET ALUMINUM SO. METERS ¢o tiQ O U POSTS-STEEL "U" KILOGRAMS POLES-TREATED TIMBER-BARN-IOOmm TOP DIA. METERS POLES-TREATED TIMBER-BARN-130mm TOP DIA. METERS POLES-TREATED TIMBER-CLASS 4 METERS POLES-TREATED TIMBER-CLASS 3 METERS POSTS-TUBULAR STEEL (ROUND) KILOGRAMS POSTS-TUBULAR STEEL (SQUARE PERFORATED) KILOGRAMS POSTS-STRUCTURAL STEEL KILOGRAMS OVERHEAD STRUCTURE-METAL-CANTILEVER EACH OVERHEAD STRUCTURE-METAL-BRIDGE EACH HIGHWAY TRAFFIC STRIPING-WHITE LITERS HIGHWAY TRAFFIC STRIPING-YELLOW LITERS WORDS & SYMBOLS LITERS io Ln DELINEATOR-DESIGN A EACH DELINEATOR-DESIGN B EACH DELINEATOR-DESIGN C EACH N N DELINEATOR-DESIGN D EACH DELINEATOR-DESIGN E EACH DELINEATOR-DESIGN F EACH o g DELINEATOR-DESIGN G EACH DELINEATOR-DESIGN H EACH a REMOVE SIGNS 6 EACH REMOVE SIGNS-GUIDE EACH z�W RESET SIGNS EACH Y wiz RESET SIGNS-GUIDE EACH 2 U b � 0 o FRANGIBLE SIGN POST BREAKAWAY DEVICE- EACH FRANGIBLE SIGN POST BREAKAWAY DEVICE- EACH b V1 Q +�4]Q 'o' 2 N^: i SQUARE TUBULAR SLIPBASE BREAKAWAY DEVICE-76 mm EACH i STATE PROJECT NUMBER SHEET NO. S ION L 0 C A T ION AND SPEC IF ICAT IONS I MONTANA HSIP1201 (11 ) S-2 REF METERS /�-: /"fo" METERS SIGN PANEL (m2) TIMBER POL STEEL POST(Kg) iGN. Ulu ti SHTG (M`T ERS) �\vQ� FQcz A10 a @ 0 C9 v y y v Z' k O Q F F- O /� /� h Q �<v �v 4�<v REMARKS a x Q a �o I9+8I RT WII-2 REMOVE 20+70 RT WII-2o REMOVE 20+72. 3 LT OHD3 135Ox30O IV IV MOUN ON MA T RM 0. 41 - OHD3=W KOCH ST a o 20+72. 3 z RT OHD3 1500x3OO IV IV MOUN ON MA T RM 0. 45 OHD3=S 19TH AVE o " 20+77 LT RI-1 REMOVE 20+93 (2 ) D3 D3=S 19TH AVE RT RI- I REMOVE I D3=W KOCH ST 20+95. 6 LT OHD3 1500x300 IV IV MOUN ON MASTARM 0. 45 OHD3=S 19TH AVE 20+99. 0 20+99 RT OHD3 1350x3OO IV IV MOUN ON MAST RM 0. 41 OHD3=W KOCH ST LT WII-2a REMOVE 21+90 LT WII-2 REMOVE I T 0 T A L S j:72-IV FFF SIGNAL MASTARM CENTER D3 SIGN PANEL ON CENTER OF MASTARM. O q O _ VARIES .3 N N o g mlGi F- NOTE - f a MOUNT D3 STREET NAME SIGNS LEVEL w -°Q Q HORIZONTALLY ON THE MASTARM AS SHOWN. INCLUDE MOUNTING HARDWARE IN THE UNIT BID PRICE FOR SIGNS tn O - SIGNAL POLE 4 i w ~ w w z L Ln W V � NitIt" C U 9 o o ROADWAY " sa ooQ s D3 OVERHEAD SIGN DETAIL omV N N " ;5 I STATE PROJECT NUMBER SHEET NO- MONTANA HSIP 1201(11) S-3 REMOVE WII-2 i O 4 w Q Q • NEW o W OHD3 Ir 21 +20 ' • Q • I w KOCH sT REMOVE I • a I a , a = • I WII-2o I I p V c I1 NEW I ' ' ' I REMOVE OHD3 c/:) (2) D3 l R1-1 2 1 +0 0 B-2 cn KOCH STREET NOTE: ALL PAVEMENT MARKINGS ARE EXISTING. C/� �� , c/) NEW OHD3 Co S REMOVE RI- I I ; : : • I D 20+60 pp 0 > Is HOW M • " ' ' I- REMOVE . a • NEW I ; : : I W11-2a OHD3 ' I a b I • p `J`T�((,��, 1 H S I P 1201 ( 1 1 ) O I � • p • 19TH AVE & KOCH ST-BOZEMAN a "bQa GALLATIN COUNTY 0 o p 3 DESIGNED S I G N I N G N N DRAWN PRA MAR-0 cmv2 CNN - CHECKED JTA 2&JUN-05 REMOVE 1-2 REVISED REVISED SCALE = I:250 REVISED Item Units Cost per unit Quantity Mobilization Lump Sum $7,688.97 1 Miscelanious work Units $1.00 5099.7 Traffic Control -CB jUnits $0.731 615 STATE PROJECT NUMBER SHEET NO MONTANA HSIP 120101) E-1 a¢ Wo ELECTRICAL QUANTITY SUMMARY No. ITEM NO. MATERIAL TOTAL UNIT ti � 616 010 Ob0 FOUNDATION-CONCRETE m,0°- CUBIC METERS 0 616 241 000 CONDUIT-PLASTIC 41 mm 7 jp'. METERS TERMINAL 616 253 000 CONOWT-PLASTIC 53 mm 1,• &6R METERS COMPARTMENT 616 263 000 CONDUIT-PLASTIC 63 mm tifz METERS lid 115mm SLIPFITTER 616 180 000 PULL BOX-CONCRETE TYPE 1 2 EACH Q 616 490 000 PULL BOX-CONCRETE TYPE 2 2 EACH Q Q _ USE GRADE 400 REINFORCING STEEL 2 Q 616 500 000 PULL BOX-CONCRETE TYPE 3 EACH U --PEDESTRIAN 1,PP 617 000 240 CABLE-COPPER 2 AWG 14-600 V Af..'x' B.Ou METERS PUSH BUTTON �yF — 19.Imm DIA. REBAR (787mm LONG) p (B TYPICAL) O ° 617 000 340 CABLE-COPPER 3 AWG 14-600 V 1 2Z6 METERS - E 12.7mm DIA. REBAR HOOPS AT 617 001 240 CABLE-COPPER 9 AWG 14-600 V -S -m-- METERS 305mm CENTERS 617 001 240 CABLE-COPPER 12 AWG 14-600 V - G3• METERS N ANCHOR BOLT +" S7 - 1ISmm O.D. C=� STANDARD (4 TYPICAL) ANCHOR BOLT 617 001 640 CABLE-COPPER 16 AWG 14-600 V Mf 64"+ METERS 6 STEEL PIPE CIRCLE 617 006 010 CABLE-COPPER COAXIAL-VIDEO _ 11 f "I METERS 64mm CLEARANCE 617 006 050 CABLE-COPPER COAX 50 OHM 10 mm 'Ts .Q0- METERS SECTION B—B f� 617 010 060 CONDUCTOR-COPPER AWG 6-600 V Q 4*0-1 METERS O 617 010 100 CONDUCTOR-COPPER AWG 10-600 V aao- METERS PROTRUDE CONDUIT FROM FOUNDATION 76mm MAXIMUM 617 130 250 LUMINAIRE ASSEMBLY-25OW SV 2 EACH TYPE 1-100 51mm 152mm no fill I40 100 SIGNAL STANDARD TYPE I-100 1 EACH •I' 617 155 530 SIGNAL STANDARD TYPE 2-A-500-3 I EACH FIT IR- 611 155 S40 SIGNAL STANDARD TYPE 2-A-500-4 1 EACH E O_ B • "II I I • p E 61 IjOmm vEi a of �'- 617 165 970 SIGNAL STANDARD TYPE 3-A-900-7 2 EACH 617 192 000 PUSH BUTTON/PEDESTRIAN _ 5 EACH - Q617 231 330 SIGNAL-TRAFFIC 3 COLOR-1 WAY 30-30-30 12 EACH 617 280 020 SIGNAL-PEDESTRIAN 8 EACH --610mm--►{ L 76mm '- 617 405 800 CONTROLLER/TRAFF IC-ACTUATED TYPE BA 1 EACH 617 410 A00 CONTROLLER-CABINET PEDESTAL TYPE P 1 EACH TYPE 1—12 0 & 1-100 617 500 090 DETECTOR - VIDEO 2 EACH 611 610 600 SERVICE ASSEMBLY-60 AMP 1 EACH CAST BASE , 617 900 030 YAGIANTENNA I EACH NO.6 AWG BARE GROUND WIRE HANDHOLE OR PIGTAIL EXTENSION SECURED 6 COVER UNDER ANCHOR BOLT NUT. II II. II II• COPPER GROUNDING STRAP BETWEEN II II II 11 ANCHOR BOLT, CONDUIT &NO. 6 AWG BARE GROUND WIRE OR PIGTAIL CIE - INDICATES STATE FURNISHED MATERIAL II II EXTENSION, ELECTRICAL N DETAIL DRAWING o b � QUANTITY SUMMARY 1 -qsa co Q sa o q 1n 3 DESIGNED TYPE 1 SIGNAL STANDARD c N N DRAWN AWL 1-MAR-0 C�aZ CHECKED AND FOUNDATION DETAIL V n.W' REVISED AWL 2-)OV-05 REVISED AWL 1-AUG-0 NO SCALE REVISED AWL 10-JUL-07 STATE I ROJECT NUMBER SHEET NO. ANCHOR BOLT PATTERN MONTANA HSIP 1201(11) F-2 (VERIFY BEFORE PLACING ANCHOR BOLTS) NO. 8 CRIMPED HIGH CARBON STEEL WIRE SPACED AS SHOWN. 6 ONE WAY, 1030 mm 5 THE OTHER WAY. I 1 ` T y ` z E Wo o TYPE "P" CABINET T(w+ C W zt T TT 0 NOTE' LOCATE CONDUITS NEAR THE CENTER OF THE C L PEDESTAL - BETWEEN I52mm AND 254mm FROM THE FRONT OF THE CABINET. 10 mm BRASS J BOLT WITH PROVIDE PULL BOXES CONSTRUCTED OF CLASS "DO" CONCRETE OR EQUAL EXTEND CONDUIT SOmm TO IOOmm ABOVE THE 25 mm DIAMETER BEND CONCRETE PEDESTAL. W L -{ (-51 -{ 51 ��-}-y F 51 qo I I I I I 1� q ?U 89 I' 1 51j 1 J— IOW— I IDL- 1 REINFORCED CAGE I' 140. 16 GALVANIZED f 1 _IrI 19 mm MESH �. _-1 F--ZS 10 mm BRASS HOLD DOWN BOLT 25 uIJ WITH HEXAGONAL BRASS NUT I(JI 0 � A OO C - ELECTRICAL BOND. NO.6 AWG O COPPER OR EQUAL �1 PULL BOX - CONCRETE 75� CONCRETE SIDEWALK OR ASPHALT IM N NUM' DIMENSIONS 11L 1 11 CLASS "D" CONCRETE TYPE 1 TYPE 2 TYPE 3 II II III II III II II FOUNDATION o COMPLETELY SEAL THE BASE q II II II 1111 II OF THE CABINET BY PLACING II II°II 11 L = 489 mm L = 641 mm L = 830 mm 11 II II fill 11 II II II II SILICONE SEALANT BETWEEN uJ II II I111 I v Il I1 W = 337 mm W 413 mm W = 500 mm Q p1�p 11 II II Ilil II THE CONCRETE PEDESTAL v 2I mm SCHEDULE 80 u i 11 II II II II II AND THE BOTTOM OF THE fill 11 oll PLASTIC'CONDUIT D = 362 mm 1 = 514 mm D = 710 mm - STUB CONDUIT IOOmm TO I52mm CABINET II II 11 ID L = 362 mm D L 514 mm ID L = 710 mm p DRAIN ° II II II '� IJ II }�' I BARE AWG N0. 6 ID W = 210 mm ID W = 286 mm ID W = 380 mm ABOVE BOTTOM OF PULL BOX II sill 200 mm II II / 1 / C L = 381 mm C L = 533 mm C L 730 mm 585 Q II 1111 �i ° '`� "��� C W = 229 mm C W = 300 mm C W = 400 mm CONDUIT IN PLACE Q I II )III II II AS REQUIRED E II Illl 100 mm II II ° 75 mm MIN. v u nII II II NOTE: WHEN REPLACING AN EXISTING o II II II CONCRETE PAD- II II \ PULL BOX, ADJUST CONDUIT CO LL II n ° II 11 Q STUB HEIGHT ACCORDINGLY. Il II11 II 11 O cp 25 mm CLEAN STONE �I �� �� HIGHER THAN 50 mDRAINAGE m INSIDE v -_- 16 mm x 2438 mm COPPERWELD BOTTOM OF PULL BOX ° GROUND ROD PULL BOX INSTALLED IN A SIDEWALK OR ASPHALT ELECTRICAL BOND. NO.6 AWG O B r COPPER OR EQUAL 751 300 CONTROLLER CABINET MOUNTING I 300 ,• •• • �-CLASS "D" CONCRETE PAD CONCRETE PEDESTAL DIMENSIONS ALL DIMENSIONS ARE MILLIMETERS STUB CONDUIT 100mm To (mm) UNLESS OTHERWISE NOTED DIMENSION (mm) I52mm ABOVE BOTTOM I A I B I C I D I E I F I 585 O O OF PULL BOX c TYPE P 1220 1320 711 838 610 914 CONDUIT N PLACE ELECTRICAL o AS REQUIRED DETAIL DRAWING o Z) e TYPICAL CABINET DIMENSIONS zo O a y PEDESTAL MOUNTINGS FOR -m¢ DIMENSION (mm) ± oQ,3 W/DTH HEIGHT DEPTH 0 25 mm CLEAN STONE ' ' TYPE ' P ' CONTROLLER CABINE - ) c� RAINAGE NO HIGHER N TYPE P 1118 1372 661 THAN 50 mm INSIDE b N N BOTTOM OF PULL BOX �`° I PULL Box INSTALLED IN DIRT PULL BOX CONCRETE TYPE 1 , 2 & 3 NO SCALE STATE PROJECT NUMBER SHEET NO. TABLE I POLE SHAFT SIGNAL ARM FOUNDATION III��� 1 TYPICAL SIGNAL MOUNTINGS111 MONTANA HSIP 120101) E-3 O OB OC OD ANCHOR BOLTS (mml EO FO O Q O O Q O O 4Y ® ® ® ` TYPE 111 LOWER SHAFT 4,Sm,6m,7.Sm,9m 457mm 50. 445mm 38mm 44.4x2134x152.0 (OVERALL-2286.Omm) 432mm S0. 483mm 25.4mm DIA.-8 UNC-127mm LONG A325 38mm 38mm 8 2439mm 22B6mm 762mm O TYPE (2) LOWER SHAFT 10.5m.12m,13.5m 483mm SO. 483mm 38mm 44.4x2134x152.O (OVERALL-2286.Omm) 483mm SO. 500mm 31.4mm DIA.-7 UNC-152.Omm LONG A325 45mm 45mm B 2439mm 22B6mm 762mm TYPE (2) LOWER SHAFT 15m 483m SO. 483mm 38mm 44.4x2134x152.0 (OVERALL-2286.Omm) 483mm SO. 508mm 31.4mm DIA.-7 UNC-152.Omm LONG A325 45mm 45mm 12 365Bmm 3506mm 914mm ` /1 W o TYPE (3) LOWER SHAFT 16.7m, 18.3m 508mm SO. 508mm 44.5mm 50.8x2134x152.0 (OVERALL-2286.Omm) 483mm SO. 508mmi 37.8mm DIA.-6 UNC-152.Omm LONG A325 50.Bmm 50.Bmm 13 3963mm 3810mm 914mm LLLJJI NOTE-USE PIPE BRACKETS TO MOUNT OTOAFFIC THE POD SHAFTRIAN UNLESS SIGNALS aMOUNTING POINTS C ® ® ® OTHERWISE SHOWN ON THE PLANS. TABLE 2 2 * * STANDARD x i 3 4 5 6 7 8 9 10 MAST ARM PIPE BRACKETS FOR POLE MOUNTING ELEVATOR PLUMBI2 ER EMERG.VEHICLE i SIGNAL DETECTOR SIGN PANEL SIGNAL SIGNAL SIGNAL LUMINAIRE SIGNALS PEO.SIGNAL CONTROLLER CAB. MOUNTING TRAFFIC AND PEDESTRIAN SIGNALS MAST ARM MOUNTING o O DESIGN AREA 1.116 S0.m NIL .744 SO.. .1337 SO.m .837 SO.m ,837 SO.m ,307 SO.m ,837 SO.m .279 SO.m .439 SO.m NOTES SIGNAL ARM SLIP JOINT DESIGN WEIGHT 61.3 kg NIL 45.4 kg 47.7 kg 47.7 kg 47.7 kg 34.1 kg 95.3 kg 36.3 kg 90.6 kg DESIGN STANDARDS IN ACCORDANCE WITH THE 1994 AASHTO STANDARD SPECIFICATIONS FOR END SECTION BASE SECTION WITH DRAG COEF.ICtlI 1.2 NIL I,2 1.2 t.2 1,2 0.5 1.2 1.2 1.2 STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS (AND ANY WITH 19mm HOLE FIELD DRILLED HOLE AMENDMENTS THERETO)- FOR 15.9mm BOLT FOR 15.9mm BOLT USE A DESIGN WIND VELOCITY OF 145 km/hr. TABLE 3 O DESIGN AREA = AREA WITH MAXIMUM WIND LOAD (WIND IS PERPENDICULAR TO STANDARD. AS SHOWN)- DESIGN WEIGHT = DEAD LOAD- 15.9mm 4.Sm 6m & 7.Sm 9m, 10.Sm, 12m & 13.Sm 15m, 16.7m & 18.3m iHRu ` DESIGN ALL TYPE (II LOWER SHAFTS FOR = 9m AND A MOUNTING HEIGHT OF 13_7m. FIELD ASSEMBLED BOLT MTG.PTS. *I,*2 &*3 *I,*2,*3 &*4 *1,*2,*3,*4 &*5 *1,*2,*3.*4,*5 &*6 DESIGN ALL TYPE (2) LOWER SHAFTS FOR A = ISm AND A MOUNTING HEIGHT OF 13-7m. TO ACHIEVE A $14U6 TIGHT J01NT (MIN. A$E SECTION ENO SECTION OVERLAP NOT LESS SPAN 2 U DESIGN ALL TYPE (3) LOWER SHAFTS FOR A = 18.3m AND A MOUNTING HEIGHT OF 13.7.. THAN 762mm 1. LENGTH LENGTH 19mm DIA.-10 UNC-76.2mm LONG PROVIDE ANCHOR BOLTS CONFORMING TO ASTM F1554 OR EQUAL. GALVANIZE AND THREAD THE TOP END (305mm MIN.1. 16.7m 3.84m 13.72m A325 (TYP." 15.9mm DIA.-II UNC-63.5mm LONG A325 (TYP. I CALL OUT WELDING PROCEDURES, SYMBOLS, BASE METAL SPECIFICATIONS AND GRADES PRIOR TO 18.3m 3.84m 15.24m FABRICATION OR APPROVAL. 254mm- - -4 - GALVANIZE POLE SHAFTS. ARMS, AND ACCESSORIES PER 4.5m PEDESTRIAN REMOVABLE ASTM A123. GALVANIZE HARDWARE PER ASTM A153. *7 PUSH BUTTON 45=(TYP. ) WHEN SPECIFIED 36Bmm 51mm SCHEDULE 40 A53 PIPE _ 57mm I (BREAK SHARP EDGES FOR A53 P PEREADED PROTECTION) LE 40 EDGES n� WIRE PROTECTION) SO.Bmm SCHEDULE 40 A53 PIPE v FOR WIRE PROTECTION) (BREAK SHARP EDGES FOR �\ O WIRE PROTECTION( � 1 I7&mn o e *2 LUMINAIRE ,_ 610mm MIN.- • + - I/ ©(TYP.1--� Slmm SCHEDULE 40 A53 PIPE SIGNAL MAST ARM 25mm -_ 1016mm 241mm L 178mm FILLER MAST ARM _ (BREAK SHARP EDGES FOR MATERIAL ANCHOR BOLT WELD HOOK TO POLE WIRE PROTECTION( * *I,*q,*5 &*6 LUMINAIRE ARM I PROTRUSION o o I SHAFT FOR SUPPORT 3 --_- _ MIN. I GAUGE Slmm BEVEL 127mm TO 191mm T} OF WIRE CLAMP 13.Imm) FACE OF CURB L O `32mm I 40mm SCHEDULE 40 A53 PIPE *7 - - �-6mm PLATE TOP, UPPER (BREAK SHARP EDGES FOR I UPPER SHAFT 1 19mm PLATE A - BOTTOM AND SIDES I SHAFT WIRE PROTECTION( Slmm I 165mm 1 165mm 61mm pp pp pp +1 y r+ MIN.(I GAUGE I 610mm I 1 52mm 25mm PLATE (3.Imml 76mm-Ff TFOR *1,*2,*3,*4,*5 &*6 FOR *7 -L_ LUMINAIRE ARM CONNECTION ° o NOTE-SUPPLY REMOVABLE METAL COUPLING DETAIL ANDH x 165mm CAPS WITH EACH COUPLING COPPER GROUNDING AND COVE EXCEPT FOR*8. *9 &*10. (NOT APPLICABLE TO*8.*9 &*10) NOTE LUMINAIRE ARM AND SIGNAL STRAP BETWEEN CLASS ANCHOR BOLT. TE O - AND COVER ARM AM W PLANE. SON CONDUIT AND BARE FOUNDATION O � I VERTICAL PLANE, ON THE --I_ SAME SIDE OF THE POLE. I AWG NO.6 GROUND WIRE 0� O _ 0 LOWER SHAFT 3.8m O •l 762mm * 3.6m Q 6mm PLATE TOP, 2 A36M PLATE I BOTTOM AND SIDESREMOVABLE CAP 3.Gm 10.7m.12.2m & 13.Tm - 152mm UPPER SHAFT-� I O 19mm PLATE I r MOUNTING 76mm t O 152mm If HEIGHT , 914 mm 762mm 8 OF 19.Imm OIA.- I 5+ *3 +!q +457mm REBAR A36M PLATE OM LONG (TYP.1 *6 EQUALLY SPACED SIGNAL ARM CONNECTION LOWER SHAFT SIGNAL ARM MIN.7 GAUGE 330mm SO. MIN.7 GAUGE (q,6mm) 1 ARROW T❑ BE LEFT OR RIGHT. ® �' (4.6mm) LAP o C OR BOTH AS REQUIRED. �� Ob� 127 mm x 197 mm ALUMINUM *8 IS ELEVATION AT BOTTOM OF TRAF, OK OF 12.7mm DIA. 381mm LOWER SHAFT SIGN, BLACK LETTERS e M� SIGNAL HEADS (FIELD MOUNTED) REBAR HOOPS SPACED ON WHITE BACKGROUND. I EQUALLY AT ABOUT 102mm x 165mm BACK OF CASTING SHAPED TO 300mm CENTERS • 1( 45�(TYP. 1 HANDHOLE *9 IS ELEVATION AT BOTTOM I PEO. •' FIT CURVATURE OF POLE. O 13mm NUT HOLDER AND COVER SIGNAL HEADS (FIELD MOUNTED) S.Bm _ 64mm CLEARANCE FOR GROUNDING I MIN. *10 IS ELEVATION AT BOTTOM OF USE GRADE 400 REINFORCING STEEL Y A - A36M PLATE NOTE-A HANDHOLE DETAIL I CONTROLLER CABINET (BAND MOUNTED) T Y P IC A L F O U N D A T ION AND I NUT HOLDER 457mm PEDESTRIAN PUSH BUTTON SIGN PROVIDE A REMOVABLE DETAIL ARE REQUIRED. COVER PLATE WITH , 76mm INTERNALLY THREADED SCHEDULE 40 I 3.Om EACH POLE SHAFT. - 1 A53 PIPE PROJECTING 50.8mm FROM SHAFT 19mm PLATE CURB (BREAK SHARP EDGES FOR WIRE PROTECTION) 2.2m _ NOTE-COVER PLATE DETAIL I I O TERMINAL A ELECTRICAL 1\ 15 REQUIRED. LOWER SHAFT O COMPARTMENT-� 2A & 3A STANDARDS DETAIL DRAWING '� IU 45°(TYP.I Q N POLE � SHAFT TO SHAFT SHAFT �¢ SLOT = ANCHOR BOLT + 6mm TYP. , SIGNAL - ' TYPE 2A & 3A SIGNAL STANDARDS, - MOUNTING PLATES DETAIL �p�� FOUNDATION DETAILS. AND A36M PLATE TYPICAL SIGNAL MOUNTINGS tiNN2. T�A7e1c TYPICAL ORIENTATION FOR CDG BASE DETAIL PIPE BRACKET MOUNTED SIGNALS TYPE 2A TYPE 3A acEcrRTGAL NO SCALE REVISED 26-MAY-2007 STATE PROJECT NUMBER SHEET NO. MONTANA HSIP 1201(11) F•4 �o FLASHING BEACONS SEE PROJECT MT-STPU-CM 120] ( 12 ) CONTROLLER AT PULL BOX O �a 19TH & COLLEGE x 4 i 3 AWG NO. 14 SIGNAL CABLE 'O FOR FLASHING BEACONS \ VIDEO DETECTION CAMERA i 40 mm PIPE 305 mm AB-3006-L ASTRO BRACKET CLAMP KIT 40 mm PIPE-T NOTE - LOCATE THE CAMERA APPROXIMATELY CONTROLLER AT OR VIDEO CAMERA MANUFACTURER ONE METER FROM THE END OF THE 2q 3 AWG NO. 14 SIGNAL CABLE SUPPLIED BRACKET SIGNAL MAST ARM. �� FOR EMERGENCY PREEMPTION 19TH & KOCH FURNISH ALL MOUNTING HARDWARE AS PART OF UNIT BID PRICE FOR 3 AWG NO. 14 SIGNAL CABLE EACH VIDEO DETECTOR. TERMINAL BLOCK FOR EMERGENCY PREEMPTION 2 AWG NO. 14 SIGNAL CABLE— PUSH BUTTON \� FOR EMERGENCY PREEMPTION IN FIRE STATION SIGNAL STANDARD MASTARM 0 VIDEO CAMERA MOUNTING DETAIL PUSH BUTTON ACTIVATES EMERGENCY PREEMPTION AT 19TH & COLLEGE AND 0 19TH & KOCH TRAFFIC SIGNALS. THE FLASHING BEACONS AT THE FIRE 1- STATION ARE CONTROLLED BY THE 19TH & KOCH SIGNAL CONTROLLER. n PUSH BUTTON YAGI ANTENNA p IN FIRE STATION l� Q 914mm x 28mm O.D. TUBE, U-BOLT EXTRUDED ALUMINUM WITH TUBE SEAL FOAM AND CAPPED ON BOTTOM -10mm (50 OHM) CONDUIT AS REQUIRED COAXIAL CABLE 2 AWG NO. 14 SIGNAL CABLE MAST ARM 42" --_— MINIMUM I I I 1 CABLE GRIP (PROVIDE ARM BAND AND J-HOOK IF REQUIRED) BUCKLE SKY BRACKET OR I II EQUIVALENT I I 1 >U-BOLT ARM BAND AND BUCKLE 1 SIGNAL POLE I I LUMINAIRE EXTENSION I I 19mm DIAMETER HOLE, BREAK SHARP EDGES, INSTALL RUBBER ELECTRICAL N ROUTE CABLE TO I I GASKET AND SEAL WITH No CONTROLLER CABINET WATERPROOF SEALANT. DETAIL DRAWING o PROVIDE STRAIN RELIEF FOR - THE CABLE USING A STAINLESS z FIRE STATION FLASHING BEACONS STEEL WIRE MESH GRIP. VIDEO CAMERA MOUNTING No AND EMERGENCY PREEMPTION INTERCONNECT ANTENNA MOUNTING a3 TYPE 3-A SIGNAL POLE ANTENNA MOUNTING NN NO SCALE STATE I PROJECT NUMBER SHEET NO. MONTANA HSIP 1201(11) E-5 WATERTIGHT CONNECTORS i TYPES 1,6, 1 1 & 16 TYPES 2,7, 12 & 17 aQ ti 0 NON-FUSED BREAKAWAY FUSED BREAKAWAY 150mm x 15Omm PRESSURE TREATED IDENTITY DESCRIPTIVE WOOD POST 3m IN LENGTH. SYMBOL & NO. WIRE SIZES a x ti I 9 fl 4 O SERVICE RATED a Io 2 200 AMP METER �_ EQUIPMENT— � Q O PROVIDE A PLUG AND RECEPTACLE HOUSED IN WATER- CABINET MAIN s RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL 3 10 6 IN THE GROUND OR INSTALLATION IN SUNLIGHT. THE HOUSING, CONSISTING OF 2 SECTIONS, PROVIDES 53 mm CONDUIT BODY 4 � A WATERTIGHT SEAL AROUND THE CABLE AND A 53 mm RIGID STEEL CONDUIT — WATERTIGHT SEAL BETWEEN THE TWO SECTIONS AT 53 mm RIGID STEEL CONDUIT 1524 mm MIN. 6 TYPES 3,8, 13 & 18 THE POINT OF DISCONNECTION. SUPPLY EACH KIT WITH WIRING AS REOUIRED 1829 mm MAX. ncl �i e SUFFICIENT SILICONE COMPOUND TO LUBRICATE METAL 5 0 PARTS AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. CONDUIT & WIRING — 21 mm SCHEDULE BO �1 ` � m AS REQUIRED PLASTIC CONDUIT 6 -= ( 6 WHERE INDICATED, CRIMP A COPPER PIN AND A COPPER I BARE AWG NO.6 �— RECEPTACLE TO THE CABLE. THE RECEPTACLE IS TO ESTABLISH CONTACT PRESSURE WITH THE PIN THROUGH 7 6 Q// ° FUSED BREAKAWAY THE USE OF A COPPER BERYLLIUM SPRING AND BE EQUIPPED WITH A DISPOSABLE MOUNTING PIN. THE PIN 6 I° IS TO BE CONSTRUCTED OF AT LEAST HALF-HARD MATERIAL. THE CRIMPING PORTION IS TO BE FULLY 120/240 VOLT TS mm MIN. B TO TRAFFIC SIGNAL UNDERGROUND ANNEALED WHILE THE REST OF THE PIN IS MAINTAINED AND STREET LIGHTING SERVICE - �jJ 9 IN ITS ORIGINAL STATE OF HARDNESS. THE RECEPTACLE 914 mm M 6 IS TO BE FULLY ANNEALED. THE PIN AND RECEPTACLE 1.83m Q 6 ARE TO LOCK TOGETHER SO THE CONNECTION IS Min. 10 MAINTAINED WHEN A MINIMUM FORCE OF 89 NEWTONS 16 mm x 2438 mm [� 6 TENSION IS APPLIED TO THE ATTACHED CABLES. COPPERWELD Q — TYPES 4,9, 14 & 19 PROVIDE FUSED CONNECTOR KITS CONTAINING A PAIR GROUND RODS OF SPRING LOADED 907. CONDUCTIVITY CONTACTS FOR 2 0 GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. THE CONTACTS MUST BE FULLY ANNEALED AND 4 m ADAPTED TO BE CRIMPED TO THE CABLE. 13 Io 0 SIDE FRONT NON-FUSED BREAKAWAY 14 4 4 15 16 C o UNDERGROUND SERVICE ASSEMBLY DETAIL 17 10 I 10 TYPES 5, 10, 15 & 20 IB w 10 19 i0 ' m c 0 ELECTRICAL b 20 I° ° DETAIL DRAWING a o NON-FUSED NON-BREAKAWAY o a Q , M�GQ, WATERTIGHT CONNECTORS A 0 °N SERVICE ASSEMBLY brnw2 IMETIL ��N ECOL\S77IL\r CRUD McralcAL NO SCALE STATE PROJECT NUMBER SHEET NO. MONTANA HSIP 120101) =6 SERVICE WIRING DIAGRAM Wo i o� 120/240 VOLT � i Q SERVICE 4 "� ti¢ oz w z z AWG No.2 > o > o -I w < vi a Li x x V < < ? z CIRCUIT BREAKER - � - 100 AMP,2 POLE, j x SINGLE THROW J r 0 0 0 0 0 SERVICE RATED- MAIN I �'TROL ON POLE NO. 4 PHOTO-ELECTRIC a OO CON AWG N0. 10 200 AMP METER a �"'f I INSIDE POLE O N0. 14 7 DARE AWG N0.6 — 1 � 1 CIRCUIT BREAK-E4 GROUND RODS-� " 60 AMP,2 POLE, 7 -CONNECT GROUND WIRE TO SINGLE THROW GROUNDING LUG IN POLE BASE LLIGHTNING ARRESTOR c 1 _ AUTO-OFF-MANUAL CIRCUIT BREAKER SWITCH 60 AMP, I POLE PULL BOX (TYPICAL) 10 SINGLE THROW \ 10 60 AMP RELAY 20 AWG N0.6 4 POLE,SINGLE THROW 1 � I O N.E.M.A. TYPE 313 J AWG NO.6 1 O OCABINET _ Q O TO LUMINAIRES AWG NO. 6 T TO GROUND LUG OF SERVICE INDICATES WATERTIGHT CONNECTORS, EACH SIGNAL POLE SEE DETAIL DRAWING ON SHEET N0. E 5 I a TO LUMINAIRES FURNISH MIDGET FERRULE TYPE FUSES T O GROUND LUG OF RATED AT 6 AMPS FOR 250 WATT LUMINAIRES S EACH SIGNAL POLE AWG NO.6J n20 VOLTSI AWG NO. 10 _ (NEUTRAL)- TO SIGNAL I (GROUND)- CONTROLLER AWG NO. 10 (GROUND) I SEE PROJECT NO. MT-STPU-CM 1201 (12) 10 FOR ADDITIONAL LIGHTING PLANS FOR Q SOUTH 19TH AVENUE. 10 1 10 0 10 j20 7 5 TWISTLOCK TYPE O PHOTO-ELECTRIC CONTROL CONDUIT OUTLET BODY w w FIELD DRILL AND zo w z o z w I TAP HOLE IN POLE N < N < 0 IS m w wm PIPE TRAFFIC SIGNAL POLE NO. 4 x Of x z ~ ' z m z m O O O O o INSTALLATION DETAIL FOR DETAIL FOR ~ ~ PROJECT NO. HS IP 1201 ( 1 1 ) o PHOTO-ELECTRIC CONTROL IV, Icn m �kn TRAFFIC SIGNAL pN0N, DESIGNED LIGHTING WIRING DIAGRAM 19TH AVENUE & KOCH STRE be 2 DRAWN AWL 2-N OV-05 BOZEMAN N N CHECKED ^m 1 REVISED AWL 21-AUG-06 GALLATIN COUNTY REVISED REVISED NO SCALE STATE PROJECT NUMBER SHEET NO. CONDUIT & WIRING SCHEDULE POLE SCHEDULE MONTANA HSIP 120101) E-7 2 OF 53 mm PLASTIC CONDUIT POLE OFFSET TYPE POLE FOUNDATION PEDESTRIAN PUSH BUTTOh SIGNAL LUMINAIRE LUMINAIRE LUMINAIRE N OR Y E OR X I OF 3 AWG NO. 14 SIGNAL CABLE (PREEMPTION) NO ITEM NO. TYPE LINE STATION ( POLE) BASE DIA.X DEPTH LEFT ARROW RIGHT ARROW MASTARM MASTARM HEIGHT TYPE COORDINATE COORDINATE I OF 3 AWG NO. 14 SIGNAL CABLE (FLASHER) 1 617 155 540 2-A-500-4 19TH AVE. 20+95.8 15.3 m LT. ANCHOR 762 mm X 2440 mm 1 9.0 m 5694.93 592.98 2 OF 9 AWG NO. 14 SIGNAL CABLE 2 617 165 970 3-A-900-7 19TH AVE. 20+95.8 15.3 m RT. ANCHOR 762 mm X 2440 mm 1 13.5 m 4.5 m 12.2 m 250 WATT 5695.51 623.63 W g A I OF EMERGENCY PREEMPTION CABLE 3 617 155 530 2-A-500-3 19TH AVE. 20+74.4 18. I m RT. ANCHOR 762 mm X 2440 mm 7.5 m 5673.97 626.64 Q I OF VIDEO COAXIAL CABLE 4 617 140 100 1-100 I9TH AVE. 20+67.4 I3.5 m RT. BREAKAWAY 610 mm X 915 mm I S666.95 622. 19 w o 2 OF AWG NO. 6 CONDUCTOR (LIGHTING) 1 5 617 165 970 1 3-A-900-7 19TH AVE. 1 20+72.4 115.4 m LT,l ANCHOR 762 mm X 2440 mm 1 13.5 m 4.5 m 12.2 m 250 WATT 1 5671.51 1 593.23 i 1 OF AWG NO. 10 CONDUCTOR (GROUND) LJJ Z¢ 2 OF 53 mm PLASTIC CONDUIT PHASE DIAGRAM o I OF 12 AWG NO. 14 SIGNAL CABLE 2 1 +2 0 I z 1 OF 16 AWG NO. 14 SIGNAL CABLE LLJ �B 1 OF VIDEO COAXIAL CABLE 2 OF AWG NO. 6 CONDUCTOR (L IGHT ING) Q 3 OF AWG NO. 6 CONDUCTOR (SIGNAL) � Of I11 = 1 OF AWG N0. 10 CONDUCTOR (GROUND) � 4, 1 OF 63 mm PLASTIC CONDUIT Ql TYPE 722 DETECTOR �I \ Q I OF 16 AWG NO. 14 SIGNAL CABLE I �`t-• -- - - - -► Q o © 4 OF AWG NO. 6 CONDUCTOR (LIGHTING) I PPB PIPE )I YAGI ANTENNA i 3 OF AWG NO. 6 CONDUCTOR (SIGNAL) O � 2 OF AWG NO. 10 CONDUCTOR (GROUND) 0 2 0 4 OF 53 mm PLASTIC CONDUIT 0 I OF V DEO CO OF 12 AWG OIAL4CABLEL CABLE 2 1 +0 0 O /bPB - P TYPE PTYPE APCONTROLLER OF AWG NO. 10 CONDUCTOR (GROUND) ; A 1 OF 53 mm PLASTIC CONDUIT TYPE 2 PULL BOX TYPE 3 PULL BOX (TWO BOXES STACKED) PPB PPE; I OF 16 AWG NO. 14 SIGNAL CABLE ___ Ham______ - - --- r \ Q 0 I OF EMERGENCY PREEMPTION CABLE I PPBL PPBR 2 OF AWG N0. 6 CONDUCTOR (LIGHTING) 1 p 1 OF AWG N0. 10 CONDUCTOR (GROUND) I 0 4 OF 53 mm PLASTIC CONDUIT VIDEO CAMERA I' Op I OF 3 AWG NO. 14 SIGNAL CABLE (PREEMPTION) KOCH STREET, ; m 6 a 6 I OF 3 AWG N0. I4 SIGNAL CABLE (FLASHER) 2 OF 9 AWG NO. 14 SIGNAL CABLE 0 I OF 12 AWG NO. 14 SIGNAL CABLE i CONDUIT & WIRING DIAGRAM 2 OF 16 AWG NO. 14 SIGNAL CABLE PPBR 1 TYPE 722 DETECTOR 2 OF EMERGENCY PREEMPTION CABLE I VIDEO CAMERA P �j 2 OF VIDEO COAXIAL CABLE zI 60 AMP SERVICE AS7EARAN PPBR TYPE 3 PULL BOX (TWO BOXES STACKED) 3 OF AWG N0. 6 CONDUCTOR (SIGNAL) � ` / FIRE HYDRANT H p I OF 53 mm PLASTIC CONDUIT TYPE 2 I OF 9 AWG N0. 14 SIGNAL CABLE \ PPB ;// ii D ---____---- F_ �% PPB AJ I OF EMERGENCY PREEMPTION CABLE FIRE /1 3 Q 1 OF VIDEO COAXIAL CABLE MAINTAIN 1.0 m MINIMUO MAINTAIN 1.0 m MINIMUM CLEARANCE I I OF AWG NO. 10 CONDUCTOR (GROUND) BETWEEN CONDUIT AND I O I L� BETWEEN CONDUIT AND FIRE HYDRANT I I I OF 53 mm PLASTIC CONDUIT PHOCONTROL 1 OF 3 AWG NO. 14 SIGNAL CABLE (P.E.C. ) I I I A I OF 16 AWG N0. 14 SIGNAL CABLE 0 j 1 i/� 2 OF AWG NO. 6 CONDUCTOR (LIGHTING) } I vc\ A 1 OF AWG NO. 10 CONDUCTOR (GROUND) I I I I I I I I 1 OF 53 mm PLASTIC CONDUIT I OF 3 AWG NO. 14 SIGNAL CABLE (P.E.C. ) IL 3 OF AWG NO. 6 CONDUCTOR (SIGNAL) 4 OF AWG NO. 6 CONDUCTOR (LIGHTING) 2 OF AWG NO. 10 CONDUCTOR (GROUND) a / I OF 41 mm PLASTIC CONDUIT 1 I QK '10 I OF 10 mm COAXIAL CABLE � � I \� © SEE PROJECT NO. STPU-MT-CM 1201 (12) FOR I i P Pltf R NEW STREET LIGHTING CONDUIT AND WIRING 2 0+4 0 1 R OF 41 mm PLASTIC CONDUIT 1 ® I OF .3 AWG NO. 14 SIGNAL CABLE (PREEMPTION) 1 I SIGNAL INDICATIONS OF 3 AWG NO. 14 SIGNAL CABLE (FLASHER) 0 1 OF 41 mm PLASTIC CONDUIT OF 2 AWG NO. 14 SIGNAL CABLE (PREEMPTION) SEE PROJECT NO. MT-STPU-CM 120] (12) FOR NEW I PROJECT N0. HSIP 1201 ( 11 c STREET LIGHTING ON 19THV AVENUE. 1 N I OF 53 mm PLASTIC CONDUIT 1 ® 300 mm LED p AT I OF 9 AWG NO. 14 SIGNAL CABLE 1 g I OF AWG NO. 10 CONDUCTOR (GROUND) CONNECT FLASHING BEACONS IN FRONT OF FIRE I I Y 300 mm TRAFFIC SIGNAL STATION TO SIGNAL CONTROLLER AT 19TH & KOCH. 1 9 a FLASHING BEACONS ARE PART OF PROJECT NO. ) 1 Cj 300 mm LED 19TH AVENUE & KOCH STREET MootITYPE I PULL BOX LED DESIGNED MT-STPU-CM 1201 (12). BOZEMAN DRAWN AWL ,1-MAR-0 , I 8 REQUIREDCHECKED 1 1REVISED AWL 2-NOV-0S 1 12 REQUIRED GALLATIN COUNTY 1 FIRE STATION REVISED AWL 21-AUG-0 $ SCALE = 1-250 � REVISED AWL 10-JUL-07 2 5 7! ELECTRICAL QUANTITY SUMMARY STATE PROJECT NUMBER SHEET NO MONTANA MT-STPU-CM 1201(12 E-1 ITEM NO. MATERIAL 2-LANE TOTAL TOTAL TOTAL UNIT OU150E PROJ. LIMITS URBAN OUTSIDE PROJ. LIMIT URBAN 616 010 000 FOUNDATION - CONCRETE 36.T"- 36r? 3&:} CU. MET.?o,j i 2 616 241 000 CONDUIT - PLASTIC 41 mm '4360- 436-0 4-360 METER 0 616 253 000 CONDUIT - PLASTIC 53 mm 95' -85 -85' METER o a 616 263 000 CONDUIT - PLASTIC 63 mm 1.45, 445 M45 METER F�=.• H ¢x 616 278 ODD CONDUIT - PLASTIC 78 mm 10 •10 1-0 METER iF•��� x~ 0 616 480 000 PULL BOX - CONCRETE TYPE 1 6 6 6 EACH w 616 490 000 PULL BOX - CONCRETE TYPE 2 -3 •3- 3" EACH ti 616 500 000 PULL BOX - CONCRETE TYPE 3 4 4 4 EACH 617 000 340 CABLE - COPPER 3 AWG 14 - 600V 336-- 535 335 METER ' 617 000 740 CABLE - CDNPER T AWC 14 - 660V 60 so 50 METER qo fill 000 940 CABLE � COPPER 9 AWG 14 - 600V �480 A" 4130 METER N,}f. ti 0 U 617 006 010 CABLE - COPPER COAXIAL - VIDEO 365 -us 389 METER 3D&L 3 617 006 050 CABLE - COPPER COAX 50 OHM IOmm -25- 25 25 METER J6 Lu 617 010 060 CONDUCTOR - COPPER AWG 6 - 600V 64A 0 6440 64A0 METER 617 010 080 CONDUCTOR - COPPER AWG 8 - 600V 227-0 22TO 2270 METER t p 9617 010 100 CONDUCTOR - COPPER AWG 10 - 600V 6865 '6865 6865• METER b,�. ,�'�.gip-" ASPHALT PATCH 9 617 100 560 STANDARD - STEEL TYPE IO-A-500-6 45 45 45 EACH 25 mm .i �. /+I [--25 mm 617 100 570 STANDARD - STEEL TYPE 10-A-500-7 18 18 18 EACH - _ /f ]j I - / - O �Vi[!•::Ir 60��:.a 617 130 250 WMINAIRE ASSEMBLY - 250W SV 66 66 66 EACH _ �, I 6I7 140 120 SIGNAL STANDARD TYPE 1-120 4 4 4 EACH I�I I ICI O L i)-.�'i T 1 � 617 155 990 SIGNAL STANDARD TYPE 2-A-900-B I I 1 EACH 617 165 980 SIGNAL STANDARD TYPE 3-A-900-8 1 1 1 EACH FLOWABLE FILL CONDUIT n n 617 192 ODD PUSH BUTTONS / PEDESTRIAN e 8 8 EACH NOTE — COLD MIXED ASPHALT MAY BE USED FOR A TEMPORARY PATCH LJ IF HOT MIX ASPHALT IS NOT AVAILABLE. USE 100 mm OF 617 231 330 SIGNAL - TRAFFIC 3 COLOR - I WAY 30-30-30 I 1 1 EACH HOT ASPHALT FOR THE PERMANENT PATCH. CUT EXISTING 617 280 200 SIGNAL - PEDESTRIAN RETROFIT 8 8- EACH ASPHALT 25 mm BEYOND TRENCH AND APPLY A TACK COAT pp^� PRIOR TO INSTALLING THE PERMANENT PATCH. vU 617 300 230 ADVANCE FLASHING BEACON 1 1 I EACH � PLOWABLE FILL FOR TRENCHES 617 410 400 CONTROLLER - CABINET PEDESTAL TYPE P ( 1 I EACH d 617 500 090 DETECTOR - VIDEO 4 4 4 EACH 617 516 1SO EMERGENCY PRE-EMPTION DETECTOR SYSTEM 1 I I EACH 617 600 000 SERVICE ASSEMBLY - MODIFY 1 I 1 EACH 617 610 600 SERVICE ASSEMBLY - 60 AMP 1 I I EACH ju `m 617 800 150 REMOVE & SALVAGE 1 W m I I 1WMP SUM H � n 611 800 200 REMOVE & RESET MISC. ITEMS 0-73 D.73 0.73 LUMP SUM o U k aLL 617 801 030 REMOVE & RESET EXISTING POLE 3 3 3 EACH a � 617 900 030 YAW ANTENNA I I 1 EACH 66 Y z 619 410 010 OVERHEAD STR/METAL - CANT ILEVER/LUMINAIRE I I I EACH ai ELECTRICAL N DETAIL DRAWING 0 Q � - a v �a 1OD Ejol DESIGNEDELECTRICAL QUANTITY SUMMARY DRAWN CHECKED REVISED REVISED CIE - INDICATES STATE FURNISHED MATERIAL REVISED STATE PROJECT NUMBER I SHEET NO. WATERTIGHT CONNECTORS MONTANA MT-STPU-CM 1201(1z F-2 N0. B CRIMPED HIGH CARBON STEEL WIRE SPACED AS SHOWN. 6 ONE WAY, TYPES I,6, I 1 & 16 TYPES 2, 7, 12 & 17 5 THE OTHER WAY. ¢` NON-FUSED BREAKAWAY + FUSED BREAKAWAY — C W o° �< IDENTITY DESCRIPTIVE �¢ 1 o ti SYMBOL & �o N0. WIRE SIZES e C L--I 10 mm BRASS J BOLT WITH PROVIDE PULL BOXES CONSTRUCTED OF CLASS "DD" CONCRETE OR EQUAL 2 ���1} 25 mm DIAMETER BEND o W L- �51 5t 51 51 SI K o 3 10 PROVIDE A PLUG AND RECEPTACLE HOUSED IN WATER- -51 2 Q e RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL V 4 8 IN THE GROUND OR INSTALLATION IN SUNLIGHT. B9r ,•1 $1, THE HOUSING. CONSISTING OF 2 SECTIONS, PROVIDES 8 A WATERTIGHT SEAL AROUND THE CABLE AND A ' IDL5WATERTIGHT SEAL BETWEEN THE TWO. SECTIONS AT O ITYPES 3,8, 13 & 18 D CAGE THE POINT OF DISCONNECTION. SUPPLY EACH KIT WITHNOINF6R GEALVANZEDSUFFICIENT SILICONE COMPOUND TO LUBRICATE METAL6ePARTS AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. 19 mm MESH O f--25 WHERE INDICATED. CRIMP A COPPER PIN AND A COPPER II 10 mm BRASS HOLD DOWN BOLT I- 6 10 0 --i �•�`25 �— RECEPTACLE TO THE CABLE. THE RECEPTACLE IS TO WITH HEXAGONAL BRASS NUT ESTABLISH CONTACT PRESSURE WITH THE PIN THROUGH 6 FUSED BREAKAWAY THE USE OF A COPPER BERYLLIUM SPRING AND BE 8 6 EQUIPPED WITH A DISPOSABLE MOUNTING PIN. THE PIN ELECTRICAL BOND. N0.6 AWC 6 IS TO BE CONSTRUCTED OF AT LEAST HALF-HARD COPPER OR EQUAL 9 6 MATERIAL. THE CRIMPING PORTION IS TO BE FULLY PULL BOX - CONCRIFTE �5 I CONCRETE SIDEWALK OR ASPHALT p�� 6 ANNEALED WHILE THE REST OF THE PIN IS MAINTAINED MIlVIMUM DIlI4ENSIONS I CJ 6 IN ITS ORIGINAL STATE OF HARONESS. THE RECEPTACLE _ n 10 6 IS TO BE FULLY ANNEALED. THE PIN AND RECEPTACLE TYPE 1 TYPE 2 TYPE 3 - - 6 ARE TO LOCK TOGETHER SO THE CONNECTION IS MAINTAINED WHEN A MINIMUM FORCE OF 89 NEWTONS L ; 489 mm L = 641 mm L = 830 mm W = 337 mm W = 413 mm W = 500 mm 0 ^ �p Il A A TENSION IS APPLIED TO THE ATTACHED CABLES- D 300 mm D _ 300 mm D = 300 mm `c) v PROVIDE FUSED CONNECTOR KITS CONTAINING A PAIR ID L = 362 mm ID L = 514 mm ID L = 710 mm - STUB CONDUIT IOOmm TO 152mm TYPES 4, 9, I4 & 19 Ls�? 12 �/�la OF SPRING LOADED 90% CONDUCTIVITY CONTACTS FOR ID W = 210 mm ID W = 286 mm ID W = 380 mm ABOVE BOTTOM OF PULL BOX 4 C L 381 mm C L : 533 mm C L = 730 mm 585 00 GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. CONDUIT IN PLACE 13 4 C W= mm = 00 mm�/���O e THE CONTACTS MUST BE FULLY ANNEALED AND C W 229 mm C W = 300 ADAPTED TO BE CRIMPED TO THE CABLE. AS REQUIRED A 0 14 —� . NOTE: WHEN REPLACING AN EXISTING 0 a NON-FUSED BREAKAWAY PULL BOX, ADJUST CONDUIT 60 IS STUB HEIGHT ACCORDINGLY. { q 25 mm CLEAN STONE 10 DRAINAGE NO HIGHER Q e - 16 THAN 100 mm INSIDE U w oa BOTTOM OF PULL BOX oU =k 17 ��- PULL BOX INSTALLED IN A SIDEWALK OR ASPHALT ELECTRICAL BOND. N0.6 AWG I COPPER OR EQUAL aco 111 I— v 18 1q TYPE 21, 22 & 23 z 1°o TYPES 5, 10. 15 & 20 cc: 19 10 0 2 1 0 m - 300 &Z)025 - LASS "D" CONCRETE PAD 10 _20 1° e 0 152mm STUB OABOVE BOTNDUIT OTOMmm TO co 585OF PULL BOX ALL DIMENSIONS ARE MILLIMETERS 21NON-FUSED NON-BREAKAWAY NON-FUSED NON-BREAKAWAY (mm) UNLESS OTHERWISE NOTED CONDUIT IN PLACE Ip AS REQUIRED 22 10 1p ELECTRICAL 6 6 DETAIL DRAWING 23 00 CID ucDRAINAGE NO HIGHERGHOENR Lnw14 a S.A°' WATER TIGHT CONNECTORS v p,3 DESIGNED THAN 100 mm INSIDE ° DRAWN BOTTOM OF PULL BOX PULL BOX CONCRETE TYPE 1, 2 3 bON CHECKED PULL BOX INSTALLED IN DIRT t'qj I REVISED REVISED REVISED PULL BOX CONCRETE TYPE 1 , 2 & 3 NO SCALE STATE I PROJECT NUMBER I SHEET NO. • MONTANA MT-STPU-CM 1201(1 E-3 �o ti oa 0 150mm x 150mm PRESSURE TREATED WOOD POST 3m IN LENGTH. 150mm x ISOmm PRESSURE TREATED WOOD POST 3m IN LENGTH. 1 SERVICE RATED v 0 go MAN CABINET AMP METER ti Q SERVICE RATED N.CABINET A. TYPE 3R N.E.M.A. TYPE 3R fl • 200 AMP METER CABINET MAIN 53mm CONDUIT BODY 53mm CONDUIT BODY 53mm RIGID STEEL CONDUIT 1524mm MIN. 53mm RIGID STEEL CONDUIT 53mm RIGID STEEL CONDUIT 1829mm MAX. WIRING AS REQUIRED 53mm RIGID STEEL CONDUIT 1524mm MIN. WIRING AS REQUIRED 1829mm MAX. 21mm SCHED. BO CONDUIT & WIRING no n PLASTIC CONDUIT & WIRING 21mm SCHED. 80 I BA CONDUIT AS REQUIRED 6 AS REQUIRED PLASTIC DUIT 1 BARENOCN 6AWG 7-77" T 120/240 VOLT � 76mm Min. UNDERGROUND 120/240 VOLT 76mm Min. SERVICE 914mm nc) UNDERGROUND SERVICE I.83m 9 1 4mm Min. J�f 1.83m 16mm x 2438mm Min. COPPERWELD 16mm x 2438mm L GROUND ROD COPPERWELD GROUND ROD V FRONT SIDE SIDE FRONT Lu 0 6 =k U) �l ti Q.e z c ti a 9 �� 3o S — 1 UNDERGROUND SERVICE ASSEMBLY DETAIL S — 2 UNDERGROUND SERVICE ASSEMBLY DETAIL t z sm ELECTRICAL b N DETAIL DRAWING o 3 H n000� pool' UREVISED UNDERGROUND SERVICE ASSEMBLY u iyj I NO SCALE STATE PROJECT NUMBER SHEET NO. TABLE I POLE SHAFT SIGNAL ARM FOUNDATION TYPICAL SIGNAL MOUNTINGS MONTANA MT-STPU CM 1201 (1Z' 4 O O O O ANCHOR BOLTS (mm) OE O Oc O O O O O 0 ® ® d ® b ® d TYPE 111 LOWER SHAFT 4.5m,6m,7-Sm,9m 457mm SO. 445mm 38mm 44.4x2134x152.0 (OVERALL-2286.0mm) 432mm SO. 483mm 25.4mm DIA.-8 UNC-127mm LONG A325 38mm 38mm 8 2439mm 2286mm 762mm TYPE f2) LOWER SHAFT 10.Sm,12m,13.Sm 483mm S0. 483mm 38mm 44.4x2134x152.0 (OVERALL-2286.0mm) 483mm SO. 508mm 31.4mm DIA--7 UNC-152-Omm LONG A325 45mm 45mm 8 2439mm 2286mm 762mm TYPE (2) LOWER SHAFT 15m 483mm SO. 483mm 38mm 44.4x2134x152.0 (OVERALL-2286.Omm) 483mm SO. 508mm 31.4m DIA,-7 UNC-152.Omm LONG A325 45mm 45mm 12 3658mm 3506mm 914mm W O TYPE 11, LOWER SHAFT 16.7m. 18.3m 508mm SO, 508mm 44.5- 50.8x2134x 152.0 (OVERALL-2286.OmmI 483mm SO. 508mm 37.Bmm DIA.-6 UNC-152-Omm LONG A325 50.Bmm 50.Bmm 13 3963mm 3BIOmm 914mm Lf NOTE -USE ti Q I I E PIPE TO MOUNT 04 MOUNTING POINTS I TRAFFIC AND PEDESTRIAN SIGNALS I ® ® g TO THE POLE SHAFT UNLESS 8 oII ® O OTHERWISE SHOWN ON THE PLANS. TABLE 2 W 1 °2 3 4 STANDARD EMERG.VEHICLE • 5 W 6 x 7 W 8 °9 WIO MAST ARM PIPE BRACKETS FOR POLE MOUNTING ELEVATOR PLUMBIZER Z a SIGNAL DETECTOR SIGN PANEL SIGNAL SIGNAL SIGNAL LUMINAIRE SIGNALS PED.SIGNAL CONTROLLER CAB. MOUNTING TRAFFIC AND PEDESTRIAN SIGNALS MAST ARM MOUNTING O O DESIGN AREA I,I'll50,m NIL .144 SO.m .837 SO,m .837 So.m •837 SO.m .307 SO.m .837 SO,m .279 SO.m .439 SO.m NOTES SIGNAL ARM SLIP JOINT DESIGN WEIGHT 61.3 kg NIL 45.4 kg 47.7 kg 47.7 kg 47.7 kp 34.1 kg 95.3 kg 36.3 kg 90.8 kg DESIGN STANDARDS IN ACCORDANCE WITH THE 1994 AASHTO STANDARD SPECIFICATIONS FOR END SECTION BASE SECTION WITH- DRAG COEF. ICd) 1.2 NIL 1.2 1.2 1.2 1.2 0.5 1.2 1.2 1-2 STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS (AND ANY WITH !9mm HOLE FIELD DRILLED HOLE / AMENDMENTS THERETO). FOR 15.9mm BOLT FOR 15.9mm BOLT USE A DESIGN WIND VELOCITY OF 145 km/hr, I . TABLE 3 WITH MAXIMUM WIND LOAD (WIND IS PERPENDICULAR TO STANDARD, AS SHOWN). A DESIGN AREA = AREA _ 4.Sm 6m & 7.5m 9m, 10.5m, 12m & 13.5m 15m, 16.7m & IB.3m DESIGN WEIGHT - DEAD LOAD. 1S.9mm DESIGN ALL TYPE (I) LOWER SHAFTS FOR x 9m AND A MOUNTING HEIGHT OF 13.7m. FIELD ASSEMBLED THRU O MTG.PTS. *1,W2 &°3 °I,W2*3 &°4 WI,A"2;T3,W4 &W5 W1,*2;K3.W4,W5 &W6 DESIGN ALL TYPE (2) LOWER SHAFTS FOR A = ISm AND A MOUNTING HEIGHT OF 13.7m. t0 ACHEIVE A SNUG BOLT TIGHT JOINT (MIN- BASE SECTION END SECTION 2 U DESIGN ALL TYPE 131 LOWER SHAFTS FOR A 18.3m AND A MOUNTING HEIGHT OF 13.7m. OVERLAP NOT LESS SPAN LENGTH LENGTH DIA.-10 UNC-76.2mm LONG THAN 762mm1. A325 (TYP. ) PROVIDE ANCHOR BOLTS CONFORMING TO ASTM F1554 OR EQUAL. GALVANIZE AND THREAD THE TOP END 1305mm MIN.1. 16.7m 3.84m 13.72m 15.9mm DIA.-II UNC-63.5mm LONG A325 (TYP. ! CALL OUT WELDING PROCEDURES, SYMBOLS, BASE METAL SPECIFICATIONS AND GRADES PRIOR TO IB.3m 3.84m 15.24m FABRICATION OR APPROVAL. 254mm - } GALVANIZE POLE SHAFTS, ARMS, AND ACCESSORIES PER REMOVABLE 4.Sm PEDESTRIAN ASTM A123. GALVANIZE HARDWARE PER ASTM A153. *7 PUSH BUTTON �j I __ .� , 45�(TYP. 1 -- GS �3CIAlpm. I RE SCHEDULE 40 A53 PIPE -\ WHEN SPECIFIED RGj I (BREAK SHARP EDGES FOR --- y' l9mm THREADED SCHEDULE 40 57mm WIRE PROTECTION) A53 PIPE (BREAK SHARP EDGES 50.8mm SCHEDULE 40 A53 PIPE FOR WIRE PROTECTION)' (BREAK SHARP EDGES FOR WIRE PROTECTION) �p 1701W111 ° o - 51mm SCHEDULE 40 A53 PIPE 2 25mm 610mm MIN. 11 C1 _ OG (TYP. 1 SIGNAL MAST ARM FILLER LUMINAIRE 241mm 178mm - (BREAK SHARP EDGES FOR MAST ARM 1016mm O lIl. WELD HOOK TOPOLE WIRE PROTECTION( MATERIAL1SHAFT FOR SUPPORT *3 AI,V14,W5 &°6 LUMINAIRE ARM 51mm BEVELANCHOR BOLT OF WIRE CLAMP _ MIN. 11 GAUGE PROTRUSION 13.Imm) 127mm TO191mm32m _ _ __ FACE OF CURB- - 6mm PLATE TOP, 4BRE0mm SCHEDULE 40 A53 PIPE _t at•7 nnn 19mm PLATE BOTTOM AND SIDES UPPER (BREAK SHARP EDGES FOR u I SHAFT WIRE PROTECTION( 51 m1n 165mm 165mm 64mm UPPER SHAFT MIN.11 GAUGE I 610mm 152mm - 25mm PLATE 13.Imml 76mm FOR *1,*2,*3,*4,*5 &*6 FOR 7 -4 LUMINAIRE ARM CONNECTION d o I�- NOTE-SUPPLY REMOVABLE METAL COUPLING DETAIL 1ANDH02m. x 165mm CAPS WITH EACH COUPLING COPPER GROUNDING/ HANDHOLE EXCEPT FOR W8. W9 &W 10. (NOT APPLICABLE TO°KB,°9 &*Io) NOTE-LUMINAIRE ARM AND SIGNAL STRAP BETWEEN CLASS "DD" (�f OAND COVER ARM ARE IN THE SAME ANCHOR BOLT, E - VERTICAL PLANE, ON THE CONCRETE OL I ( f SAME SIDE OF THE POLE. I CONDUIT AND BARE FOUNDATION O B 0 I WIRE NO.6 GROUND �W�j � LOWER SHAFT 3.Bm AO x1 762m UPPER SHAFT I �-6- PLATE TOP, m *2 3.6m 1 19mm PLATE A36M PLATE O I I BOTTOM AND SIDE SREMOVABLE CAP 3.Ism 10.7m, 12.2m & 13.7m 152mm -•~Il MOUNTING 76mm JO I 152,m� 914mm HEIGHT A36M PLATE ` ~{ *3 I_ 762mm 8 OF 19.Imm DIA J 4 W W J ±457mm RO A S LONG (TYP.I O Hw-_ 330mm SO. SIGNAL A R M CONNECTION 6 EOUALLY SPACED °i '^ _ LOWER SHAFT CJ W �c ® :'�7 MIN.7SIGNAL ARMGAUGE MIN.. GAUGE (4.Bmm 1 O i `k ° ARROW TO BE LEFT OR RIGHT. ealturt (4.6mm1 T,P 4,y OR BOTH AS REOUIRED- L. 38Imm '•'� 8 IS ELEVATION AT BOTTOM OF TRAF. O OK OF 12.Tmm DIA. Q o 127 mm x 197 mm ALUMINUM ! O6 \I 2 u / LOWER SHAFT SIGN, BLACK LETTERS \- SIGNAL HEADS (FIELD MOUNTED( EQUALLY AT ABOUT ■ 45`ITYP. ) ON WHITE BACKGROUND. �� REBAR HOOPS SPACED z c I IO2mmHANDH x 165mm BACK OF CASTING SHAPED TO 1 , EQUAL CENTERS FIT CURVATURE OF POLE. *9 IS ELEVATION AT BOTTOM OF PED. �1� 13mm NUT HOLDER-� AND COVER SIGNAL HEADS IF IELD MOUNTED( S.B. FOR GROUNDING MIN. Q a I - O • 64mm CLEARANCE A n - A36M PLATE o� *10 IS ELEVATION AT BOTTOM OF USE GRADE 400 REINFORCING STEEL NOTE-A HANDHOLE DETAIL PROVIDE A REMOVABLE CONTROLLER CABINET (BAND MOUNTED( TYPICAL FOUNDATION COVER PLATE WITH DETAIL ARE ROEOEIRED. 457mm PEDESTRIAN PUSH BUTTON SIGN e EACH POLE SHAFT. - 76mm INTERNALLY THREADED SCHEDULE 40 1 3.Om e� 1 l9mm PLATE 1 A53 PIPE PROJECTING 50.8mm FROM SHAFT c= NOTE-COVER PLATE DETAIL (BREAK SHARP EDGES FOR WIRE PROTECTION) 12,IS REQUIRED. LOWER SHAFT O CURBTERMINAL ELECTRICAL COMPARTMENT 2A & 3A STANDARDS 76m DETAIL DRAWING b N 45'(TYP.1 Ox `O O SHAFT TO SHAFT POLE ~ SHAFT - B a MOUNTING PLATES DETAIL SIGNAL -� TYPE 2A & 3A SIGNAL STAND Ai no C 4 SLOT = ANCHOR BOLT + Bmm (TYP. ! ,,- 3 DESIGNED \ /O T ��� DRAWN A36M PLATE FOUNDATION DETAILS, AND O N N z CHECKED TYPICAL ORIENTATION FOR TYPICAL SIGNAL MOUNTINGS REVISED BASE DETAIL REVISED PIPE BRACKET MOUNTED SIGNALS TYPE 2A TYPE 3A REVISED NO SCALE STATE I PROJECT NUMBER I SHEET NO. MONTANA MT-STPU-CM 1201(12 E-5 a° o:Q a ti 2 O kn C R —la i~ ARROW TO BE LEFT OR RIGHT, �pi s a a OR BOTH AS REQUIRED. TERMINAL wrv7 srarc COMPARTMENT IISmm SLIPFITTER 127 mm x 197 mm ALUMINUM ® o SIGN, BLACK LETTERS orvT rna ON WHITE BACKGROUND. T.moss ............ rusry u PEDESTRIAN BACK OF CASTING SHAPED TO PUSH BUTTON FIT CURVATURE OF POST. FOR MOUNTING ON PEDESTRIAN PUSH 2BUTTON POST, FORM CASTINGO TO FIT TOP OF POST. Q) - 115mm 0.D. STANDARD STEEL PIPE PEDESTRIAN PUSH BUTTON VIDEO DETECTION CAMERA 40 mm PIPE 305 mm no AB-3006-L ASTRID BRACKET • CLAMP KIT 40 mm PIPE-T NOTE - LOCATE THE VIDEO CAMERA OR VIDEO CAMERA MANUFACTURER — APPROXIMATELY ONE METER FROM TYPE 1-120 SUPPLIED BRACKET THE END OF THE MAST ARM. USE GRADE 400 REINFORCING STEEL FURNISH ALL MOUNTING HARDWARE fL, tAP AS PART OF UNIT BID PRICE FOR Inn n' 19.Imm DIA. REBAR (767mm LONG) EACH VIDEO DETECTOR. LJ `pb r IS TYPICAL I 12.imm DIA. REBAR HOOPS AT nn� • 305mm CENTERS U ANCHOR BOLT aCl 1 SIGNAL STANDARD MASTARM 4 TYPICAL) ANCHOR BOLT n^ CIRCLE u^^(/ 64mm CLEARANCE SECTION A-A VIDEO CAMERA MOUNTING DETAIL CAST BASE PROTRUDE CONDUIT FROM NO.6 AWG BARE GROUND WIRE FOUNDATION AT LEAST 76mm HANDHOLE OR PIGTAIL EXTENSION SECURED & COVER UNDER ANCHOR BOLT NUT. 51mmI 152mm LU � � oq II II, II III fQ 0{� O�ti. COPPER GROUNDING STRAP BETWEEN Q ANCHOR BOLT, CONDUIT & NO. 6 AWG Eo' F o 610mm BARE GROUND WIRE OR PIGTAIL = il— E EQ" iQ - II II EXTENSION. B Na Q �I� �� , II 11II h c Z e Y W • 1--61Omm 76mm N �g TYPE I-120 & I-100 "m ELECTRICAL N TYPICAL OF FOUNDATIONS DETAIL DRAWING N O O � TYPE I SIGNAL STANDARDS, ;, as FOUNDATION DETAILS & ch'3 DESIGNED PEDESTRIAN PUSH BUTTONS c N - DRAWN aNN CHECKED VIDEO CAMERA MOUNTING DETAIL REVISED REVISED NO SCALE REVISED STATE PROJECT NUMBER I SHEET NO, ANCHOR BOLT PATTERN YAGI ANTENNA I MONTANA MT-STPU-CM 1201 (1 (VERIFY BEFORE PLACING ANCHOR BOLTS) 1030 mm • 673 mm Q e 914mm x 28mm 0.D. TUBE. U-BOLT �o ~ E EXTRUDED ALUMINUM WITH oaa~ E TUBE SEAL FOAM AND o TYPE "P" CABINET E TYPE "M" CAPPED ON BOTTOM lomm ISo OHM) i a P CABINET COAXIAL CABLE x O 0 MAST ARM NOTE.' NOTE LOCATE CONDUITS NEAR THE CENTER OF THE LOCATE CONDUITS NEAR THE CENTER OF THE PEDESTAL - BETWEEN 152mm AND 254mm FROM PEDESTAL - BETWEEN IOOmm AND 200mm FROM THE FRONT OF THE CABINET. THE FRONT OF THE CABINET. I EXTEND CONDUIT 50mm TO IOOmm ABOVE THE EXTEND CONDUIT 50mm TO IOOmm ABOVE THE 1 CONCRETE PEDESTAL. CONCRETE PEDESTAL. I I CABLE GRIP (PROVIDE qO ARM BAND AND ` I J-HOOK IF REOUIRED) i ¢ BUCKLE 1 SKY BRACKET OR EOUIVALENT i U-BOLT �T ARM BAND AND I I BUCKLE cjJ SIGNAL POLE I I LUMINAIRE EXTENSION I I I9mm DIAMETER HOLE, BREAK SHARP EDGES, INSTALL RUBBER ROUTE CABLE TO GASKET AND SEAL WITH nn CONTROLLER CABINET PROVIDE WATERPROOF ARELIEF FOR ��fn1 THE CABLE USING A STAINLESS �V STEEL WIRE MESH GRIP. A C a INTERCONNECT ANTENNA MOUNTING TYPE 3 - A SIGNAL POLE CLASS "D" CONCRETE !I' ii II II II II 1111 11 II FOUNDATION �f Il II v II II II II COMPLETELY SEAL THE BASE II II II III'f1n 1 II II II II II II OF THE CABINET BY PLACING flll°fl It u w I! II II II II II v SILICONE SEALANT BETWEEN ^�pp If v II II II II II THE CONCRETE PEDESTAL I111 II v II 21 mm SCHEDULE BO CABINET OV 'll II II II II 11 AND THE BOTTOM OF THE "11 U v11 PLASTIC CONDUIT DRAIN U I PHOTO-ELECTRIC CONTROL ° 11 II II 1200 mm II I JJ'dd/J BARE AWG N0. 6 II II II 1 MIN.TO BE OFINSTALLED STAINDOFF TH A ° It III v v v II II FROM POLE Il II II v II II E I II II 100 mm 16If v T-76 mm MIN. TWISTLOCK TYPE O v II II II II If PHOTO-ELECTRIC 0 II II II CONCRETE PAO- II II CONTROL �n v I II II II II w I I II II vCOND v v 11 111 11.11 L �.______ __ II 1�\_ BODY UIT OUTLET c Yh `\v ° \--- 16 mm x 2438 mm FIELD DRILL AND Q c e COPPERWELD L) o v v v. GROUND ROD TAP HOLE IN POLE 0 i; �` v FOR 13 mm PIPE U) c ti SIGNAL OR LUMINAIRE POLE zy LT Q CONTROLLER CABINET MOUNTING INSTALLATION DETAIL FOR CONCRETE PEDESTAL DIlMENSIONS PHOTO- ELECTRIC CONTROL €� DIMENSION (mm) 2° A 1 8 1 C I D E F TYPE U 864 965 1 483 1 610 610 914 c TYPE P 1220113201 711 1 838 610 914 ELECTRICAL b U DETAIL DRAWING O J h Ng TYPICAL CABINET DIMENSIONS PEDESTAL MOUNTINGS F O R M Q 110 DIMENSION (mm) t TYPE "M" AND TYPE "P' pNo DESIGNED WIDTH HEIGHT DEPTH CONTROLLER CABINETS 'cm„ DRAWN YAGI ANTENNA b N N z CHECKED TYPE M 762 1285 432 iiheo 1 REVISED TYPE P 1118 1372 661 REVISED REVISED PHOTO ELECTRIC CONTROL NO SCALE STATE PROJECT NUMBER SHEET NO. MONTANA MT-STPU-CM 1201(12 E-7 �o a i¢ / 200 mm D YELLOW SIGNAL HEAD, o N / HOOD & BACKPLATE (TYP) a x Z� n-A � 0 i o _ T-BAR BACKBRACING WII-8 -T-HEAD BOLTS TO FIT T-BAR BACKBRACING (TYPI (SEE SIGNING PLANS) AB-0105-A-L ASTRO SIGN BRACKET ol AB-0262 ASTRO BRACKET MALE CLAMP 37.5 mm 0 x 50 mm TENON FOR FLASHER SUPPORT 2 'AB-3006-L ASTRO BRACKET Q q CLAMP KIT 37.5 mm PIPE-T 2 Q (2 REQUIRED FOR SIGN p U SUPPORT - 3 REQUIRED FOR ALTERNATE VIEW A-Al SIGNAL STANDARD MASTARM 37.5 mm 0 TEE FOR FLASHER SUPPORT 37.5 mm 0 X 150 mm NIPPLE-ASTRO BRACKET NO. 5E-0436-N (FOR SIGN SUPPORT) 0 37.5 mm 0 PIPE (TYP) v 300 mm(TYP) 0 uV / nn� �J 0 —4 LJ VIEW A-A C� T-BAR BACKBRACING ASTRO BRAC. MALE CLAMP�- T-BOLT U) m w Q a � L 37.5 mm x 50 mm TENON U' SIGN FACE WELDED TO TEE O U) a Q c �t Z Q ALTERNATE 2 3 N VIEW A-A --F---TF AB-3006-LASTRO BRACKET ?` 37.5 mm 0 x 75 mm NIPPLE FOR FLASHER SUPPORT ELECTRICAL DETAIL DRAWING ry ADVANCE OVERHEAD ��a FLASHING BEACON p p V 3 DESIGNED DETAILS 'e�„Z DRAWN u N 2CHECKED u n�o REVISED REVISED NO SCALE REVISED STATE I PROJECT NUMBER I SHEET NO. MONTANA MT-STPU-CM 1201(12 F--8 USE GRADE 400 REINFORCING STEEL MAST ARM LENGTH SAP ( SEE POLE SCHEDULE 19.1 mm DIA. REBAR (1245 mm LONG) i x *O lB TYPICAL) W O f a 9- 12.7 mm DIA. REBAR HOOPS AT 305 mm CENTERS pN ( �- i¢ ANCHOR BOLT , !A �T Slmm DIAMETER ACCESS HOLE (4 TYPICAL) �J ANCHOR BOLT CIRCLE x \ 131 19mm DIA.-IO NC-44.4mm LONG � ° v ,—SINGLEMASTA M (TYPICAL)RTYPE ` 203"2m A325 BOLTS O L 64 mm CLEARANCE \ SECTION A-A 22mm l l 25mm 1 5 1 mm GROUNDING LUG o� o 76mm 222mm 178mm 127mm NO. 6 AWG BARE GROUND WIRE PROTRUDE CONDUIT FROM FOUNDATION o OR PIGTAIL EXTENSION AT LEAST 76 mm Q 2 O i 6mm PLATE 2 O 51 mm —I 76mm U 19mm PLATE � FIT, 25mm PLATE �^ COPPER GROUNDING STRAP BETWEEN o II ,!W II II ANCHOR BOLT, CONDUIT N0. 6 AWG = u 11 fill ° LUMINAIRE ARM CONNECTION ¢ II BARE GROUND WIRE OR PIGTAIL - ° 610mm II II a EXTENSION. A p I I -11.LL II 11.11 1 1 . 2m THROUGH 3. 6m LUMINAIRE ARMS n U ` .0 A11 II v I- N E I I II M ¢ tt ti FOR MOUNTING HEIGHT lS Cl v Oa _ SEE POLE SCHEDULE A ¢ ° _ In1(n1�n °. 76mm n TYPICAL OF ALL FOUNDATIONS 1 BREAKAWAY BOLT COUPLING (ONE 102mmx 152mm REINFORCED OF FOUR) HAND HOLE 6 COVER CAST ALUMINUM FRANGIBLE TRANSFORMER BASE WITH ACCESS DOOR W m � I Q c h 51 mm BEVEL U mo� BREAKAWAY 457 � 610 MIN, co -� p� �� COUPLING I 1 Q o a 4 A II II a 11 'e II II° 11 0 TTT a 11 11 °II L II II 11 jj ° II•II II 11 A II �T� �---- a II II,II II°_ 11,q II f� ''�� "'J 16' 152 mm TO BE FORMED L Z c •=� AT THE TOP TO �'� U' v ° ~ - =`y A 6B6 mm DIAMETER =� I' 3'ry 4 v _ v NOTE-MAKE THE TOP OF THE CONCRETE FOUNDATION - O I FLUSH WITH THE GROUND LINE. ¢ ° a PROVIDE A HANDHOLE DETAIL AND A 13mm NUT BOLT COVER HOLDER DETAIL (FOR GROUNDING) . e 2 0 ANCHOR TRANSFORMER BOLT COUPLING ELECTRICAL v (BREAKAWAY TYPE) (BREAKAWAY TYPE) TYPE 10-A POLE DETAIL DRAWING O � ZZ I BASE TYPES FOR LUMINAIRE STANDARDS �n�Q TYPE 10-A LUMINAIRE STANDAf DESIGNED DRAWN POLE BASES & FOUNDATION tlNN CHECKED DETAILS ll m I REVISED REVISED REVISED NO SCALE STATE I PROJECT NUMBER I SHEET NO. OVERHEAD CANTILEVER STRUCTURE KITH LUMINAIRE I MONTANA MT-STPU-CM 1201(12 E_9 6.0. w -REMOVABLE CAP C O SIGNAL TENON 9 AI PE a i / !BREAK SHARP EDGES FOR a MAST ARM— WIRE PROTECTION! O WELD HUOK TO POLE SHAFT FOR SUPPORT OF WIRE CLAMP DN50 X 3.9 (ASTM A 53) 1 r6m l (BREAK SHARP EDGES FOR WIRE PROTECTION) _ N•93 m TENON DETAIL i LUMINAIRE ARM CONNECTION I I O U I MAST ARIA POLE SHAFT REMOVEABLE CAP �1 ON50 X 3.9 (ASTM A 531 s NOTES 1 HAHOHOLE (BREAK SHARP EDGES O MOUNT ALL SIGNS LEVEL HORIZONTALLY ON THE MASTARM - AND COVER FOR WIRE PROTECTION) AS SHOWN AND CENTERED OVER THE APPROPRIATE DRIVING LANES _ I\I1 SEE SIGNING PLANS FOR SIGN IfI1h\1 AS SHOWN. nnn INCLUDE MOUNTING HARDWARE IN THE UNIT BID PRICE FOR SIGNS. 12.2m__ -- MOUNTING —5 DEG LJ HEIGHT DESIGN AND FURNISH ALL MOUNTING BRACKETS AND OVERHEAD CANTILEVER ARM CONNECTION nn�n STRUCTURE-SIGNAL FOR PLACEMENT OF SIGN AT STATION 19.64.9 RT, I L^^Jnn PROVIDE SHOP DRAWINGS ACCORDING TO STANDARD SPECIFICATIONS. �V DESIGN AND INSPECT STRUCTURE IN ACCORDANCE WITH THE CURRENT AASHTO I POLE SHAFT SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,LUMINAIRES COVER o0 AND TRAFFIC SIGNALS,INCLUDING THE FATIGUE REQUIREMENTS IN SECTION 11 I- &covER 12 mm NUT HOLDER AND ANY AMENDMENTS THERETO. I FOR GROUNDING IA —� 4 w DESIGN WIND VELOCITY 145 km/h. I � NOTE: A HANDHOLE DETAIL 450 mm DESIGN AREA - AREA W/RESPECT TO MAX.WIND LOAD( WIND IS PERPENDICULAR i 5.T m YIN- AND A NUT HOLDER w DETAIL ARE REOUIREO TO STRUCTURE,AS SHOWN.) � DESIGN WEIGHT - DEAD LOAD 35 mm PLATE (n m 45• (TYP) Lu SUPPLY ANCHOR BOLTS A449 OR EQUAL,GALVANIZE TOP END i Q w � AND THREAD 300 mm MIN. w � �; oo I — iLL WELDING PROCEDURES,SYMBOLS,BASE METAL SPECIFICATIONS & GRADES Q c MUST BE CALLED OUT PRIOR TO FABRICATION OR APPROVAL- i A 36 PLATE \ / of o EDGE OF ROAD GALVANIZE POLES AND ARMS TO ASTM DESIGNATION �A123. z ! HAYDIIOL E SLOT= ANCHOR BOLT! 6 mm (TYP, 112 GALVANIZE ACCESSORIES TO ASTM DESIGNATION A153. I AND COVER Q u 600 mm MIN 1 ANCHOR BOLT 1-1 3'- MDAOWAY I 50 mm PROTRmSTON BASE DETAIL RAS1E0 YE01AM \llE1'EL 190 �m /50 mm 1.9 m 3_3 m 3.6 m _ I.53 m ELECTRICAL jqo -t SHOULDER DRIVING LANE DRIVING LANE SHOULDERDETAIL DRAWING CURB &GUT7fNf0(/NOATION DESIGN BY CONTRACTOR OVERHEAD CANTILEVER STRUCTURE 19 + 64.9 RT ON SO. 19TH AVE, WITH AD FLABNAIRE & DesICNED _ �1 ADVANCE OVERHEAD FLASHING BEACONS DRAWN LOOKING NORTH)CHECKED REVISED 1 REVISED NO SCALE REVISED REMOVE & RESET EXIST. STATE PROJECT NUMBER I SHEET NO, POLE SCHEDULE SIGNAL STANDARD & EXIST. RESET EXIST. SIGNAL NOTES: SIGNAL INDICATIONS. STANDARD & SIGNAL I. SEE SHEET NO. E-I I FOR I MONTANA MT-STPU-CM 1201 (12 E-10 REMOVE EXIST. INDICATIONS ADDITIONAL TRAFFIC SIGNAL POLE ITEM N0. TYPE LINE STATION OFFSET TYPE POLE FOUNDATION PEDESTRIAN PUSk�TTO SIGNAL LUMINAIRE LUMINAIRE LUMINAIRE PED. PUSH BUTTONS. DETAILS. N0. (i POLE) BASE DIA,X DEPTH LEFT ARROW IGHT ARRO MASTARM MASTARM HEIGHT 1YPE RESET EXIST. PEDESTRIAN 4 617 155 980 2-A-900-8 SO, 19TH 3*82.6 15.B. LT ANCHOR 914 mm X 3658 mm 15.0 m INDICATIONS TO NEW TYPE 1-120 2. SEE SHEET NO. E-14 FOR 5 fill IAO 120 -120 SO. 19TH 3*86.S 18.3m Li BREAKAWAY 610 mm X 914 mm 1 1 -- PEDESTRIAN POLE \ NEW TYPE 1-120 PEDESTRIAN SERVICE & LUMINAIRE 6 fill 140 120 1-120 S0. 19TH 3+85.3 I.7m Ri BREAKAWAY 610 mm X 914 mm I 1 \ POLE. RESET PED. INDICATIONS WIRING DETAILS. 7 fill 801 030 it EXISTING $0. 191H 7*88.4 4.Bm RT ANCHOR 914 m X 3963 mm 16.7 m 4-3 m 10.7 m 250 WATT FROM EXIST. SIGNAL POLE ��- 8 fill 001 030 X EXISTING $0. 19TH 4121.5 20.5m Li ANCHOR 914 mm X 3963 m 16.7 m \ (RETROFIT PED. INDICATIONS IONS 3. LOCATE ANY UNDERGROUND 9 617 140 120 1-120 SO. 19TH 4+23.3 17.9m LT BREAXAWAY 610 mm X 914 mm I 1 - TO FIT NEW SLIPFITTER) & FACILITIES PRIOR TO ANY a IO fill 165 98013-A-900-8 SO. I9fH 4+27.7 15.6m RT ANCHDA 914 mm X 3658 mm 15.0 m 9.5 m 10.7 m 250 WATT v G NEW PED. PUSH BUTTONS a ` EXCAVATION AND PROTECT ¢ 11 fill 140 120 1-120 SO. 19TH 1 4*23.8 118.7m RTI BREAKAWAY 1 610 mm X 914 mm I 1 -- 1 FROM DAMAGE. RESET EXISTING SIGNAL STANDARD AT THE SAME CORNER EXIS i. I I REMOVE & SALVAGE a R/W ° \ I EXISTING CONC. TYPE 2 x ti NEW TYPE 1-120 PEDESTRIAN I) - - = \ POLE. RESET REMOVE & SALVAGE EXIST. ,) rl , PULL BOX E. PED. INDICATIONS SIGNAL STANDARD. RESET i) ,` `,I�t ` \ 2 - NEW TYPE 3 � FROM EXIST. SIGNAL POLE �) / I ____ YYY EXIST. SIGNAL INDICATIONS \\ CONC. PULL BOXES (RETROFIT PED. INDICATIONS TO NEW SIGNAL STANDARD. (i y i0 FIT NEW SLIPFITTERI & RESET EXIST. PEDESTRIAN --J I R/Wi _ __ (STACKED) NEW PED. PUSH BUTTONS INDICATIONS TO NEW TYPE 1-120 �� M I / PEDESTRIAN POLE L1J ' NEW LIGHTING CONDUIT / •) I _ _ SEE LIGHTING PLANS FOR DETAILS NEW SIGNAL STARDARD WITH / �� ) I REMOVE & SALVAGE ABANDON EXIST, CONDUITS I�� RESET SIGNAL INDICATIONS r� 1) / r EXISTING CONC. TYPE 2 )) IN PLACE & DISPOSE OF CONDUIT AND WIRE SCHEDULE PULL BOX EXIST. WIRING ITYP. 1 1J- _ ' )) �1N0 �1N0 �1N0 13 OF 78 mm PLASTIC CONDUIT 2 O NEW LIGHTING CONDUIT / t )) REMOVE & SALVAGE B OF 9 AWG NO. 14 SIGNAL CABLE SEE LIGHTING PLANS 11 EXISTING CONC_ TYPE 1 Q 2 OF EMERGENCY PREEMPTION CABLE 2 U FOR DETAILS - ABANDON EXIST. CONDUITS �� PULL BOX 4 OF VIDEO COAXIAL CABLE .'� E IN PLACE I No OF " I -, O 3 OF AWG N0. 6 CONDUCTOR (SIGNALS( EX S T. WIRING (TYP. 1 II 2 OF 63 mm PLASTIC CONDUIT I I I 11 I 3 OF 9 AWG NO, 14 SIGNAL CABLE NEW NEW TYPE 2 �� I 1) B I OF EMERGENCY PREEMPTION CABLE 1 CONC. PULL )1 _ _ _ 1; B I OF VIDEO COAXIAL CABLE R/W BOX 11 I I O EXIST. 3 OF AWG NO. 6 CONDUCTOR (SIGNALS) R/W 4 OF AWG NO. 8 CONDUCTOR (LIGHTING) IrR XISi. • - Y119 ST M ---- I OF AWG NO. 10 CONDUCTOR (GROUND) /W I I STM --- STb( ST-- -- STM- - - - -- -_ - . - - - -_ ^ - 2 OF 53 AWG PLASTIC CONDUIT MxC Q 2 OF 9 AWG N0 OF . 14 SIGNAL CABLE EM - t:C ' FO -- F _ - --- TO '- IEL - TEL- - - - - iEl - - I OF VIDE COAXIAL CABLE PREEMPTION CABLE - -- - TO - rC� _ - ;�-y - _ - _ _' 4Ff _ -rEfti - - - - IEL--- - - 3 OF AWG NO. 6 CONDUCTOR (SIGNALS 11 WBL __ • IEL=----- 'EL- -DEL=-,-- ---- vJ r ---1---1_-_-_- ------------------_- OF AWC N 8CONDUCTOR (LIGHTING --- �' e I OF AWG NO. 10 CONDUCTOR (GROUND( --------------------------- f ------------ ------ � / .� 2 OF 63 mm PLASTIC CONDUIT _ 9 I SIGNAL CABLE O (ti r _ _____ _____ _ ___ ______ QD 2 OF VIDEO COAXIAL CABLE A B C R l N ) '-NEW LIGHTING J� �•� �I I OF AWG N0. 10 CONDUC�OR (GROUND( L� I FOR DETIAILS 1 I � I(~� J O• 19TH AVE . 1 OF 63 WG PLASTIC CONDUIT SEE LIGHTING PLANS- o OF 9 AWG NO. 14 SIGNAL CABLE I OF VIDEO COAXIAL CABLE I I 2 OF AWG N0. 8 CONDUCTOR (LIGHTING( 3 O ABANDON EXIST. F- t NEW LUMINAIRE 1 OF AWG NO. 10 CONDUCTOR (GROUND) a DETECTOR LOOPS I t r T l O I OF AWG PL 1 SIGNAL CABLE 1jyp, I 1- I ' I TYP. 1 4 Q I OF 1 mm PLASTIC CONDUIT _ _ I OF AWG NO. 10 CONDUCTOR (GROUNDI fit -'- I OF 53 mm PLASTIC CONDUIT _ ._-__-________-_--------------------------------__ _____ I OF 9 AWG NO. 14 SIGNAL CABLE Iy1 �1 ' __ __ ___ _ .._ I OF VIDEO COAXIAL CABLE (p1^� f l - REMOVE & SALVAGE ' f___--"�"--"""""" I OF AWG NO. 10 CONDUCTOR (GROUND) v0 LE S U o 19TH AVE . 1 L_I - I - I EXISTING CONC. TYPE I 1 ( I OF 63 mm PLASTIC CONDUIT PULL BOX -�- I ._ - - -- - - Q I OF EMERGENCY PREE PNAL IONCCABLE NEW LUMINAIRE I ��l4 - - W --� yy - I-- w i W --- - W - - w - - W - NEW LIGHTING CONDUIT ITYP. 1 I OF VIDEO COAXIAL CABLE ITYP, ) w SEE LIGHTING PLANS FOR DETAILS I OF 3 AWG NO. 14 SIGNAL CABLE (P.E.C.I, ----- --- -- ----- T ---- 2 OF AWC NO. B CONDUCTOR (LIGHTING) LFtS 1 AS- _- -€AS -_--C 5----�-GAS - �_ � -iEL-_ - -T - c I OF AWG N0. 10 CONDUCTOR (GROUND( JI TES' ______________________________ _ 3 OF AWG NO. 6 CONDUCTOR (SGNALS( 14 OF AWC NO. 8 CONDUC I TOR IL GHTINGI 45--GAS-----GAS- ---GAS-GAS-----GAS- I OF AWC N0. 10 CONDUCTOR (GROUND) I F 3 AWG N0. 4 SIGNAL CABLE ---- - ------------------���-- ---------= I O PLASTIC DU I I ` - 5� _ I • . -' F 63 mm PL AS C CONDUIT if ,7 -- ---------------------------------------__ I OF 9 AWG NO. 14 SIGNAL CABLE -_ a s D t OF V DEO COAX ALECABLE N CABLE ------------------ ' + �' �'- rL 2 OF AWG NO. 8 CONDUCTOR (LIGHTING) uJ 1 OF AWG NO. 10 CONDUCTOR (GROUND) ~a EXIST, � 1 O NEW SIGNAL STARDARD WITH U W od q/W REMOVE & RESET EXIST. 6 __ - �"' _ RESET SIGNAL INDICAIDNS EXIST. _ SIGNAL STANDARD, EXIST. I I C ( _ - �� �� r) 1 1 - - - RXW I OF 41 mm PLASTIC CONDUIT cf)�i x _ T SIGNAL INDICATIONS, LUMINAIRE S T M ✓ 1 c I I ).) --_ © I OF I Omm COAXIAL CABLE vy nLL & PHOTO EXIST. CONTROL. l_-� • _ Q o REMOVE EXIST. I I 1 I I_ I i� REMOVE &TSALVAGE --ST!,{ -_- _ PED. PUSH BUTTONS. _ - _ �• I 1) WTIDETECTOR - EXISTING CONC- TYPE 3 -STM STM W -- aj o RESET EXIST. PEDESTRIAN I �� TO BE REMOVED PULL BOX- NEW INDICATIONS TO NEW TYPE 1-12 •1,• aF C 11 BY OTHERS K R/W z c PEDESTRIAN POLE O ,) I ') REMOVE & SALVAGE EXIST. ONLY ONLY ONLY 0r NEW 1�1 SIGNAL STANDARD. RESET Q c R/w I I EXIST. SIGNAL INDICATIONS 2 - NEW TYPE 3 TO NEW SIGNAL STANDARD. CONC. PULL BOXES ~ RESET EXIST. PEDESTRIAN (STACKED) 3 n REMOVE & SALVAGE REMOVE & SALVAGE EXIST. I ((� EXISTING CONC. TYPEE 2 2 UNDERGROUND SERVICE ))I INDICATIONS TO NEW TYPE I-12 PULL BOX ASSEMBLY ',i PEDESTRIAN POLE A �9 t� ABANDON EXIST. CONDUIT z^ NEW LIGHTING CONDUIT I IN PLACE,& DISPOSE OF NEW TYPE P SEE LIGHTING PLANS I EXIST. WIRING (TYP. 1 �/ PEDESTAL Tm FOR DETAILS \ ABANDON EXIST. CONDUITS ° - �`NEW TYPE I-120 PEDESTRIAN IN PLACE & DISPOSE OF I REMOVE & SALVAGE POLE. RESET PED. INDICATIONS c ^ `I 4l_/ EXIST. WIRING (TYP. 1 \ EXISTING CONIC. TYPE ? ;!.��/ PROJECT N0. MT-STPU-CM 1201 ( 1 2 N ) c 1. 111 Y FROM EXIST. SIGNAL POLE �� E TROFIT Q.r TOEF IT NEWPSL IPF TTER)INDICATIONS `\\` T - I / i / NEW YAGI c NEW PED. PUSH BUTTONS (I-I L\ ���=+ NEW TYPE 2 � / ANTENNA TRAFF IC S IGNAL CONC. PULL a ��-yy-� �mC �,�v, BOX EXIST. W �EXIS T. c � REMOVE & RESET EXIST. TYPE BA q/W R/W / CONTROLLER CABINET (INSTALL SOUTH 19TH AVENUE & O�3 DESIGNED >/� CABINET DOOR TOWARD SIDEWALK Y O eNN DRAWN RESET EXIST. SIGNAL `, ,I KAGY BLVD. ch 2 STANDARD & SIGNAL I S- `'NN CHECKED INDICATIONS, LUMINAIRE NEW TYPE 2 POWETYRESETIPEOPENOSCATONS BOZEMAN �j REVISED & EXIST. PHOTO ELEC NEW UNDERGROUND SERVICE CONC. PULL FROM EXIST. SIGNAL POLE CONTROL 60 AMP SIGNAL SERVICE ASSEMBLY BOX (RETROFIT PED. INDICATIONS G A L L A T IN COUNTY REVISED & 20 AMP LUMINAIRE SERVICE ASSEMBLY TO FIT NEW SLIPFITTER) & REVISED (SEE DETAIL SHTS. ) NEW PED. PUSH BUTTONS SCALE = 1:250 2.5 7.5 10 STATE I PROJECT NUMBER SHEET NO. QMONTANA MT-STPU-CM 1201(12 E-11 �o VIDEO DETECTORS i¢ LOOP NO. DIMENSIONS NUMBER OF TURNS VEH.00PHASE LOOP CONNECTIONS (METERS) IN LOOP AT PULL BOX AT CONTROLLER of aVD-I VIDEO TO PROCESSOR— 0 8 ti VD-2 VIDEO TO PROCESSOR— I'T 2 & 5 '1 �1N0 �1N0 �1N0 VD-3 VIDEO TO PROCESSOR— 0 4 & 5 VD-4 VIDEO TO PROCESSOR— A 1 & 6 VD-3 8 � o o o .� F--� -�- PPB-R � 1 q �` --— - -—— ———__-- --- --- --- o -- - J ' PPB-L - - --- � 11 d � I . a NEW VIDEO CAMERA m N£W MODEL 722 S O° 1 9 T H AVE . a I SIGNAL INDICATIONS MOUNTED ON SIGNAL 1 0 d DETECTOR MAST ARM ITYP. 1 O o = R 300 mm LED LED I I1�1 O I IG LED 300 mm LED ® 300 mm LED ===J== == `= 300 mm Y 300 mm O 300 mm v _ LED mm G 300 mm LED G 300 mm LED VD 2 O VD-4 LED 300 mm Y&G ® 300 mm Y&G 0 I I REUSE LED LED n I NEW VIDEO CAMERA REUSE & LJ \ I MOUNTED ON SIGNAL Q2 Q3 Q4 QS REUSE REUSE RETROFIT ap MAST ARM (TYP. ) � PPBPPB LL_ 1 __ —"d�-- -------- ©�lY� 0� 8 EXISTING C AVE . _ -------------- J O° 1 9 T H !l V L r PP R - REMOVE©® REMOVE C� -- -- ----------- ---------__- 5 0'= -------------- T --------���- ------ r ® ® 7 ©� ---------------- ° NE W ------------------ ,I I, 1t W W w� ONLY ONLY ONLY o� 00 U) 65 H y' Zo PHASE DIAGRAM >� 0 0 I 02 03 0 4 PPB �~ 30 PPB ————♦PPB cn I NOT I ` ♦� USED �� t z� NOTES >_ - � - m 1. SEE SHEET NO. E- 14 FOR CD ri SERVICE & LUMINAIRE PROJECT NO. MT-STPU-CM 1201 ( 12 ) cli WIRING DETAILS. Q 0 5 0 6 0 T 0 e PPB � Z) 2. LOCATE ANY UNDERGROUND -— ? TRAFFIC SIGNAL FACILITIES PRIOR TO ANY NOT I ( SOUTH 19TH AVENUE & EXCAVATION AND PROTECT T► USEDqjj I �� rg�,s DESIGNED FROM DAMAGE. I y KAGY BLVD. DRAWN PPB ----* PPB CHECKED PPB B O Z E M A N REVISED GALL- AT IN COUNTY 0 5 10 REVISED SCALE = I:250 � REVISED P PHASE DIAGRAM 03,04,07,AND 08 OPERATE SEQUENTIALLY. STATE ROJECT NUMBER SHEET NO. CONNECT WESTBOUND THROUGH SIGNALS TO OVERLAP A. I MONTANA MT-STPU-CM 1201 (12 E-12 a OVERLAP A OPERATES WITH 03,04,AND 07. ,a tom_ PP13.' " - ,�"PPB ,�_ CONNECT EASTBOUND THROUGH SIGNALS TO OVERLAP B. CONDUIT & WIRING SCHEDULE OVERLAP B OPERATES WITH 04,07,ANO 06. EXIST, 63 mm PLASTIC CONDUIT 111 I• EXIST. 2 OF 7 AWG NO. 14 SIGNAL CABLE 14- �- EXIST, I OF 12 AWG N0, 14 SIGNAL CABLE ��-. pu---u. (�, EXIST. I OF EMERGENCY PREEMPTION CABLE -� AA EXIST. 5 OF DETECTOR LOOP CABLE w o ��I I•n_ f f l PPS 4 �PPB 0 7 L 0 B ` { EXIST. 63 F PLASTIC CONDUIT m I TT I T Ir EXIST. 2 OF AWG N0. 6 CONDUCTOR (LIGHTING) Q. 0 1 0 2 a 0 3 EXIST. 2 OF AWG NO. B CONDUCTOR (L IGHTINGI a i m I TYPE 8A CONTROLLER Ex1ST. 2 OF AWG No. 10 coNDucroR (caourlol -TYPE P PEDESTAL EXIST. 63 mm PLASTIC CONDUIT WG GNAL LE 1I�1, I T II EXKT. I OF 12A AWG NNO.114SSIGNAL.CABLE AR Ex I OF AWG NO. IS CONDUCTOR (LIGHTING) N--- u I EXIST. 2 OF AWG NO. B CONDUCTOR (LIGHTING) �+ � ' I I (EXIST, 63EXIST. 2 OF AWG NO.mm PLASTICICONDUDUCTOR (GROUND( EXIST, I OF COMMUNICATION CABLE IT TYPE 2 PULL BOX 1 1 LL \Q , I EXIST_ 4 OF DETECTOR LOOP CABLE m� I �2 �4 ! 18 \\\ � EXIST. 3 OF 63 mm PLASTIC CONDUIT 0 5 0 6a TYPE 3 PULL BOX I / ^ \/� I m EXIST, 2 OF 7 AWG NO. 14 SIGNAL CABLE VI EXIST, 6 OF 12 AWG NO. 14 SIGNAL CABLE 2 O O K / /C Vim\. \\ EXIST. 2 OF EMERGENCY PREEMPTION CABLE ti SIGNAL INDICATIONS L7 I \ O 7 \ ©EXIST. 2 OF AWG NO. 6 CONDUCTOR ILIGHTINGI IST. 2 OF AWG NO. 8 CONDUCTOR S 300 mm R 300 mm LED 300 mm LED ------ \ _�(/I _ --_- - V G �7 EXIST, 2 OF AWG NO. 10 CONDUCTOR((GROUND] RED LED R OL a O 16j ___-_ TYPE 3 PULL �X:ST. I OF 63 mm PLASTIC CONDUIT YELLOW Y 300 mm Y 00°Amm ---J�- - m ------_-_-_-300 mm [,A, r L XST, 2 OF COMMUNICATION CABLE �� O XIST. 10 OF DETECTOR LOOP CABLE 300 mm 300 mm LED - r� 5 _- TYPE 2 PULL BOX EXIST. 6 OF 53 mm STEEL CONDUIT GREEN LED G 300 mm LED G OL A kI © O ® Q II EXIST. 5 OF 7 AWG NO. 14 SIGNAL CABLE .1 A ISA 01 mm Y & G �q EXIST. 8 OF 12 AWG N0. 14 SIGNAL CABLE ©®O *OW USE AS I$ I�y 0l 1 LIO A EXIST. 2 OF COMMUNICATION CABLE 21 I I I 1 O O O O 12 USE AS IS -MODEL 722 DETECTOR I EXIST, 19 OF DETECTOR LOOP CABLE 13 I4 16 0 OS O I EXIST. 4 OF EMERGENCY PREEMPTION CABLE R 300 mm LED I L I I L 12 EXIST, 3 OF AWG NO. 6 CONDUCTOR (SIGNAL) 300 06° m LED 300 mm LED 02 3 / EXIST, 4 OF AWG NO. 10 CONDUCTOR IGROUNDI Y mm R m R MAIN STREET 02 300 mm O 1 EXIST. 530. STEEL CONDUIT O 300 mm LED O O 300 mm I L13 L14 G 02 06 EXIST, 1 OF 7 AWG N0. 14 SIGNAL CABLE �f 300 mm Y & G . 060 mm LED © 300 mm LED m O /��I EXIST. I OF AWG No. 10 CONDUCTOR (GROUND) 03 JOO mm Y & G 300 G -/ I ZN L15 16 EXIST. 530Fm STEEL 1 AWG NOCONDUIT IGNAL CABLE USE AS is 00 Y & G 4 O _ _ / EXIST. I OF 12 AWG N0. 14 SIGNAL CABLE O USE AS IS USE AS IS 1 1 O L 17 LIB EXIST. 2 OF AWG NO. 8 CONDUCTOR (L IGHTING) L32 L31 MODEL 722 DETECTOR I EXIST- I OF AWG NO. 10 CONDUCTOR (GROUND) f� NOTE I Qn(� j •I 1, m ©EXIST. 53 mm STEEL CONDUIT. 14 (� EXIST. I OF 12 AWG N0. 14 SIGNAL CABLE �] STATE SUPPLIED SIGNAL L30 L29 I EXIST. I OF AWG NO. 10 CONDUCTOR (GROUND) INDICATION NO. I INSTALL 12 Q j © EXIST, 53 mm STEEL CONDUIT LED BY CITY FORCES EXIST. 1 OF 12 AWG NO. 14 SIGNAL CABLE 8 EXISTING `i L28 �L27 18 17 16 15 II EXIST. I OF EMERGENCY PREEMPTION CABLE -- 13 I EXIST. I OF AWG NO. 10 CONDUCTOR (GROUND) O _______-----------__-- I �i------.________"__--- Q EXIST. 41 mm PLASTIC CONDUIT _-___-__-----_---_---- _ \ EXIST. 4 OF DETECTOR LOOP CABLE _ Q EXIST, 41 mm PLASTIC CONDUIT TYPE 2 PULL BOXY K - - --�___--14 _-__-__________________ L EXIST. 5 OF DETECTOR LOOP CABLE - _ \ EXIST, 53 mm STEEL CONDUIT EXISTING LOOP DETECTORS E O EXIST, I OF 7 AWG NO. 14 SIGNAL CABLE LOOP NO. DIMENSIONS NUMBER OF TURNS LOOP CONNECTIONS ASSOCIATED TYPE 3 PULL BOX f !� EXIST. I OF 12 AWG NO. 14 SIGNAL CABLE (METERS) IN LOOP AT PULL BOX AT CONTROLLER VEH. PHASE O I / IO �7 / EXIST. I OF EMERGENCY PREEMPTION CABLE L 1 1,8 X 3.0 4 („ I 1.O m // D TYPE 3 PULL BOX EXIST. 2 OF AWG NO. 8 CONDUCTOR (L IGHTING) L 2 1,8 X 3.0 4 SERIES TO AMPL IF IER- 0 6 v 1 EXIST, I OF AWG N0. 10 CONDUCTOR (GROUND) L 3 I.BX3.0 4 U) ` a L 4 I.8 X 3.0 q SERIES ( -+ QV EXIST, 41 mm PLASTIC CONDUIT F.a h l 5 I.8 X 3.0 4 S RI ES SERIES TO AMPL IF IER- 0 6 1 2 2 2 EXIST, 2 OF AWG NO. 6 CONDUCTOR (L IGHTING) I V EXIST, I OF AWG NO. 10 CONDUCTOR (GROUND) Q W e L 6 l e X 3_0 4 I -TYPE 2 PULL 80X Ua oo L I. X3.0 4 p� L 8 1.8X3.0 4 SERIES TO AMPLIFIER- 0 1 1 1 EXIST, 53 mm PLASTIC CONDUIT 2" L 9 I.8 X3.0 4 1 I ® EXIST, 2 OF AWC NO. 6 CONDUCTOR ILIGHTINGI Q� Q L 10 I.B X 3.0 4 SERI 5 TO AMPLIFIER- 0 7 ° 1 1 EXIST. 3 OF AWG NO. 6 CONDUCTOR (SIGNAL( o L 11 1.8 X 3,0 4 SERIES I EXIST, 2 OF AWG NO. B CONDUCTOR ILIGHTING) a L 12 1.8 X 3.0 4 O EXIT, 2 OF AWG NO. 10 CONDUCTOR (GROUND ! L 13 I.8X3.0 a SERIES TO AMPLIFIER- 0 7 ( N Z L 14 I_8 X 3.0 4 SERIES Z 1 L 15 1.8 X 3.0 4 I LLl I SERIES �� L 1 6 I,B X 3.0 A i � Q L 17 I,8 X3.0 4 SERIES SERIES TO AMPLIFIER- 0 3 �� 3n L IS I.6X3.0 _ 4 I I - L SERIES TO AMPL IF IER- 0 2 1 2 1 L 20 1.8 X3.0 4 L 21 1.8 X 3.0 4 SERIES 1 L 22 I.8 X 3.0 4 SERIES TO AMPLIFIER- 0 2 1 0) `e E L 23 I.8 X 3.0 4 SERIES 1 I o, L 24 I.8 X 3.0 4 ^ 1 I L 25 8X3.0 4 SERIES TO AMPLIFIER- 0 5 L 26 8 X 3.0 4 m L 27 I_B X 3.D 4 SERIES L 26 I.Bx3.D 4 PROJECT N0. MT-STPU-CM 1201 ( 12 ) o ti L 29 1.BX3.0 q SERIES TO AMPLIFIER- 0 7 EXISTING POLE SCHEDULE L 30 I.8 3.0 •1 R� Q L 3) I,B x 3.u 4 SERIES L 32 t.B X 3.0 qPOLE OFFSET TYPE POLE FOUNDATION PEDESTRIAN PUSH 8UTT0 SIGNAL LUMINAIRE LUMINAIRE LUMINAIRE L 33 1.8X3.0 r, SERIES TO AMPLIFIER- 0 8 NO ITEM N0. TYPE LINE STATION (rL POLE) BASE DIA.X DEPTH !- -! MASTARM MASTARM HE TYPE TRAFFIC SIGNAL (^ L 34 I.B X 3.0 4 SERIES 1 61 7 1 40 100 1•100 MAIN ST. 53404.6 16.0 m L T BREAKAWAY 610 mm X 915 mm LEFT 1 RROW RIGHT ARRp SOUTH 1 9 T H AVENUE & aima4 c DESIGNED 2 617 155 900 2-A-900 0 53+09.B 18.4 m L T ANCHOR 15 mm X 3965 m 18.3 m MAIN STREET p N 3 6t7 ISS 900 2-A-900-0 53+51,7 2.0 m LT ANCHOR 15 mm X 3965 m I DRAWN 1 18.3 m b N m o 2 4 617 - 100 1-100 53+51.5 15.6 m Ri BREAKAWAY 610 mm X 915 mm 1 B O Z E MA N N CHECKED 5 617 155 900 N 2-A-900 0 53+43.7 19.5 m RT ANCHOR 15 mm X 3965 m I 18.3 m u ip 1 REVISED 6 61T 165 900 3-6-900.0 53+04.3 11.8 m RT ANCNOR t5 mm X 3965 m I I 1B.3 m 4.5 m 13.7 m 400 WATT G A L L A T IN COUNTY REVISED 23 617 t40 100 t-100 53+13.6 7. 1 m LT OREAKAWAY 610 mm X 915 mm I 0 5 0 REVISED SCALE = I:250 5 7.5 STATE PROJECT NUMBER SHEET NO, POLE SCHEDULE I MONTANA MT-STPU-CM 1201 (1 E-13 POLE OFFSET TYPE POLE FOUNDATION LUMINAIRE LUMINAIRE * LUMINAIRE NO. ITEM N0. TYPE LINE STATION ('i POLE) BASE DIA.X DEPTH MASTARM HEIGHT TYPE 1 617 100 560 10-A-500-6 SO. 19TH 3+05.5 12.8m LT BREAKAWAY 610mmxl372mm 4.5m 12.2m 250W HPSV 0 2 617 100 560 10-A-500-6 50. 19TH 3+42.0 17,4m RT BREAKAWAY 610mmxl372mm 4.5m 12.2m 25OW HPSV a 3 617 100 560 10-A-500-6 SO. 19TH 3+78.5 13.2m LT BREAKAWAY 610mmx1372mm 4.5m 12.2m 250W HPSV w o 4 SEE SHEET NO. E-10 & E-11 o 5 SEE SHEET NO, E-10 & E-I I i Q 6 SEE SHEET NO. E-10 & E-II i 7 SEE SHEET NO. E-10 & E-II 0 8 SEE SHEET NO. E-10 & E-II 9 SEE SHEET NO. E-10 & E-11 10 SEE SHEET NO. E-10 & E-II II SEE SHEET NO. E-10 & E-11 12 617 100 560 10-A 00-6 SO. 19TH 4+58. 1 I .8m LT BREAKAWAY 1610mmxl372mm 1 4.Sm 12.2m 25OW HPSV 13 4+94.2 12.8m RT POLE SCHEDULE 1 + m L T is POLE OFFSET TYPE POLE FOUNDATION PEDESTRIAN PUSH UT TO SIGNAL LUMINAIRE LUMINAIRE LUMINAIRE + 4 ITEM NO. TYPE LINE STATION �- 1 16 + N0. IrL POLE 1 BASE DIA.X DEPTH EFT ARROW RIGHT ARRO MASTARM MASTARM HEIGHT TYPE 2 QI 17 bl 61 410 010 STRUCTURE SO. 19TH 19-64.9 15.Om RT ANCHOR 1 .5 m 6.0 m 12.2 m 25OW HPSV Q O I! 16 O U 19 20 617 100 560 10-A-500-6 7+33.9 12,Bm LT 4.5m r THE COST OF THE CONCRETE FOUNDATION FOR THE OVERHEAD SIGN STRUCTURE IS INCLUDED IN THE BID ITEM FOR THE STRUCTURE. SEE SPECIAL PROVISIONS. 21 617 100 570 10-A-500-7 7+65, 7 14,3m RT G.Om 22 617 100 570 10-A- 00-7 + 6.Om 17 100 560 10-A- 00-6 3+0 33.8m T 4.5m 24 17 100 560 I -A- - 8+ 1.6 12.Sm LT 4.5m 25 17 100 SeQ 1 0-A- + 4 m 17 - - - R+ Q 617 100 57 I -A- -7 + .Om 17 100 SGQ 1 -A- + 4 5m ^1' 29 617 IDD S70I -A- -7 + �y v 1 7 - - - 4 O31 617 100 570 1 Q-A-500-7 10+18,7 14.3m RT �n12 ki 1 _ - - 10+49.9 12,Sm LT u�l - p - 14 m RT PULL BOX SCHEDULE -3 4 617 100 SGO I - - - 1 + 11 7 J QQ s7n IO-A-5DD-711+43.2 19 m RT 11+74 4 12.Bm LT 4.Sin PULL OFFSET a37 G 17 1 QQ 56D 1 - - - 12+00.8 29.5m LT 4 BOX ITEM NO. TYPE LINE STATION & BOX) 7 - - - 1 + 4 17 Gm RT G.Ofn NO. nnn3q 617 100 5&D I Q-A-5QQ- 1 + 6,7 12.Bm LT 4.5m 1 616 480 000 CONC. - TYPE I SO. 19TH 11+88.5 12,Om LT LJ 4Q e17 lop sen1 -A-50 - 12+37.2 28.3m RT 2 616 480 000 CONC. - TYPE I SO. 19TH 11+88.5 14.3m RT (c� 7 - - + 7 14,3fn RT G,Om 3 616 480 000 CONC. - TYPE I SO. 19TH 12+53.9 14.3m RT 42 17 100 SGQ 10-A-IDn-r12+96.7 12.Bm LT 1 4 4 616 480 000 CONC. - TYPE I SO. 19TH 17+43.3 13.4m RT 43 G17 100 57D- I - - - 13+26.7 14.3m RT 8m LT_ _ 5 616 480 000 CONC. - TYPE I SO. 19TH 18+51.3 13.4m RT 4544 17 1 +56, 12.4. m I 4 6 616 480 000 CONC. - TYPE I SO_ 19TH 19+66.3 12.Bm RT 46 7 7 14+I I m L T 6.olp - 47 r,17 100 S7Q I -A- +4 48 617 100 1,70 -A-100-7 +7 7 14.3m T m 49 7 0- - + 50 -7 15436.7 14.3m T 6.om 2❑- PULL BOX NUMBER AS SHOWN ON PLAN SHEETS 51 rj7 I DO s7o 1 - + 52 G 17 IDD 57D1 Q-A- -7 IG+70.2 14, 1O_Lj G.Om 53 E17 1 -A- .Q - + 4 m F- 55 + U W56 + 0 4x 57 8+20.2 12-Sm RT v1 ag 50 16 18+50-QT Q c 59 7 1 +133,1, 12.7m RT a1 r 60 A17 IQQ 5,60 JQ-A-5,00-6 T BEA&MAY~ z h 61 SEE THIS SHEET >IT 62 r17 100 In. i9TH lq+97-2 .-Sin LT BSEA&AA&Y mx137 a 63 + 1 I RT 64 5>1+ 12,8M L T } 65 1 1 21461.6 66 21+93.9 12,Sin LT 2 67 + 68 + 69 + T + PROJECT N0. MT-STPU-CM 1201 ( 12 ) ~ +1&G 12. m fjT BREAKAWAY G]Ommxl372mmM5m12- W HPSV N N � Q ROADWAY LIGHTING 'n,oq& SOUTH 19TH AVENUE U'poo DESIGNED LUMINAIRE DISTRIBUTION IS FULL CUTOFF DRAWN TYPE III (FLAT GLASS) BOZEMAN CHECKED GALLATIN COUNTY REVISED REVISED NO SCALE REVISED STATE PROJECT NUMBER SHEET NO. /^\ MONTANA MT-STPU-CM 1201 f12 F-14 AWG N0. 8 (TYP. ) Q5 (G� AWG N0. 10 GROUND ITYP, POLE BASE (TYP. ) \ -GROUND LUG (TYP. I I I AWG NO. 8 (TYP.) 1 1 I- AWG N0. 10 GROUND ITYP.) 120_ 20 — — _ _ _._ _ — — 22,1_.—__ 7 ¢Q AWG N0. 10 2 2 — _ - —. ._ — _ .__ _ _ _ _ _ — —.— _ — _ — 2 INSIDE POLES _ z (TYP. ) 5 0 Q. AWG N0. B (TYP, ) - i~ 1 3 AWG NO. 10 GROUND I TYP. 1 I 12 I q 16 I g 20 23 j 4 O — — — — —I I AWG NO. B (TYP. ) EXIST PHOTO NELECTRIC �'2 CONTROL —AWG NO. 10 GROUND (TYP.) 0 1 7 I ¢C) I I I I O U kT AWO NO. B (TYP. 1 3 1 5 1 7 1 9 2 1 ` II''`` I I 2 2yI 2022 I I 71 5 _ 2 AWG N0. 10 GROUND I AWG NO. B fTYP. 1-- I I AWG N0. 10 GROUND (TYP. ) AWG N0. . I I AWG NO. IO GROUND I PUII BOX (TYP. 1 -AWG NO. 8 (TYP. ) I I ITYP. ) i O 3 AWG NO.14 CABLE 1 1 AWG NO. 8 (TYP_ 1 O AWG NO. 10 GROUND (TYP. ) I 1 AWG N0. 10 GROUND (TYP. ) _,-AWG NO. 8 (TYP.� 10 I AWC NO. 8 (TYP. 1 19 a I - INDICATES NEW WATERTIGHT CONNECTOR, SEE DETAIL DRAWING ON SHEET E-2 SUPPLY CONTORS THAT ARE CIRCUIT A CIRCUIT B 2 2 FERRULEFUSED TYPE RATEDCAT G AMPS FOR MIDGET 250 WATT LUMINAIRES. S- 1 120/240 VOLT SERVICE AWG NO.2 _ �— CIRCUIT BREAKER 100 AMP,2 POLE, 01 h SINGLE THROW LU v Y F.� h Q W _ SERVICE RATED U> 200 AMP METER PHOTO-ELECTRIC MAIN j CONTROL - r 3 AWG N0.14 CABLE t BARE AWG N0.6 CIRCUIT BREAKER ti GROUND RODS 40 AMP.2 POLE. OC / SINGLE THROW LIGHTNING ARRESTOR ./ AUTO-OF AL $o CIRCUIT BREAKER---- ^� OFF-MANUAL v, 60 AMP,I POLE 'c SINGLE THROW 40 AMP RELAY Z. AWG N0.6 _ - 4 POLE,SINGLE THROW 2 M N.E.M.A. TYPE 3R CABINET AWG NO.8 TO LUMINAIRES r, (CIRCUIT B) PROJECT NO. MT-STPU-CM 1201 ( 12 ) 9 N N —AWG NO.8 J AWG NO. z 6 TO LUMINAIRES ROADWAY LIGHTING J h (CIRCUIT AI AWG 40.10 GROUND v U N j DESIGNED Ilia voLrv— SOUTH 19TH AVENUE DRAWN (NEUTRAL,— To SIGNAL ICRUUNDI— CONTROLLER B O Z E MA N m N` CHECKED REVISED S-1 SERVICE WIRING DIAGRAM GALLATIN COUNTY REVISED REVISED NO SCALE STATE I PROJECT NUMBER SHEET NO MONTANA MT-STPU-CM 1201(12 E-15 S-2 CIRCUIT A CIRCUIT B - T 37 AWG NO. 6 (TYP. ) I oW AWG NO. 10 GROUND (TYP. I I j x x Ia� oz~ 3 AWG NO. 14 CABLE I o I PULL BOX (TYP. ) AWO POLE BASE (TYP. ) AWG N0. 10 GROUND (TYP. ) NO. 10 GROUND (TYP. 1 GROUND LUG ITYP. ) — — 1 — 'AWG N0. 6 (TYP. 1 — — — — AWG N0. 6 (TYP. )1 J 221 7I kA_ @ 7 AWG NO. 10 IC f0 IN IIPE IPOLES ITY� C:) 24 26 28 30 32 34 36 I 39 42 44 46 48 50 PHOTO ELECTRIC, _ J I -AWG NO. 10 GROUND (TYP. ) CONTROL AWG NO. 6 (TYP. I 25 27 29 31 33 W35 j 38 41 43 45 47 49 51 Zo zo 7 I @ ^n I G IS V� AWG NO. 10 GROUND (TYP. ) I AWG NO. 10 GROUND (TYP. 1 �p AWG NO. 6 (TYP, ) -AWG NO. 6 (TYP.) ll�J 1 I rok —4pq O 7 le - INDICATES NEW WATERTIGHT CONNECTOR. SEE DETAIL DRAWING ON SHEET E-2 SUPPLY FUSED CONNECTORS THAT ARE MIDGET FERRULE TYPE RATED AT 6 AMPS FOR 250 WATT LUMINAIRES. V 120/240 VOLT SERVICE AWG NO.2 CIRCUIT BREAKER LU 100 AMP,2 POLE. I.- SERVICE RATED SINGLE THROW Q w 200 AMP WTER U a v MA1N PHOTO-ELECTRIC O CONTROL cn y} yr Q °o 3 AWG NO.14 CABLE C BARE AWG NO.6 CIRCUIT BREAKER N j ROD�� SINGLE AMP,2 POLE, GROUND SINGLE THROW Q m LIGHTNING ARRESTOR— (TYPICAL I AUTO-OFF-MANUAL SWITCH N.E.M.A. TYPE 3R ` C.ARINFT Al tf f 60 AMP RELAY 4 POLE,SINGLE THROW m AWG N0.6 AWG N0.6 PROJECT NO. MT-STPU-CM 1201 ( 12 ) l2f�N TO LUMINAIRES (CIRCUIT B) o AWG NO.6 ROADWAY LIGHTING �' TO LUMINAIRES SOUTH 1 9TH AVENUE -" DESIGNED AWG NO.10 GROUND (CIRCUIT A I BOZEMAN c N DRAWN - 2 CHECKED S-2 SERVICE WIRING DIAGRAM GALLATIN COUNTY REVISED REVISED NO SCALE REVISED STATE PROJECT NUMBER I SHEET NO. MONTANA MT-STPU-CM 1201(12 E-16 W o ati as 4 4 h 2 a� i~ 7� O NOTE: SEE PROJECT NO. HSIP 1201 ( 11 ) FOR SERVICE WIRING DIAGRAM & LIGHTING WIRING DIAGRAM = DETAILS. Q � zQ AWG NO. 10 GROUND (TYP- ) POLE BASE ITYP. 1 GROUND LUG (TYP- ) AWG NO. 6 (TYP. ) `AWG N0. 10 GROUND ITYP. 1 AWG N0. 6 (TYP. ) r - - - e. -'- - -' - -- - -- - a - - � I i 1 - - — - - - — - - AWG NO. 10 T ' INSIDE POLES (TYP. ) ----� —_—I 52 54 56 58 60 62 64 66 68 70 72 �1 53 55 57 59 63 65 67 69 71 73 a _ 0 .0 —1 r---T T7 — - — — — — — ---- --- — — --- 6 — --� j i • �---- —'- - - — — — -- r n^ AWG N0. 10 GROUND (TYP. ) �uU AWG NO- 6 (TYP. ) 6 1f1 I NEW SIGNAL PULL BOX TYP. 1 AWG N0. 10 GROUND (TYP. ) AWG NO. 6 (TYP. ) �J I 7 — J r LLI U oa U �k 18 � is - INDICATES NEW WATERTIGHT CONNECTOR, Q SEE DETAIL DRAWING ON SHEET E-2 o SUPPLY FUSED CONNECTORS THAT ARE MIDGET z FERRULE TYPE RATED AT 6 AMPS FOR >ti 250 WATT LUMINAIRES. Q 2 b N PROJECT NO. MT-STPU-CM 1201 ( 12 ) ROADWAY LIGHTING vmQa vorn3 DESIGNED SOUTH 19TH AVENUE O`02 DRAWN BOZEMAN n'N CHECKED '•^qj' REVISED GALLATIN COUNTY REVISED REVISED NO SCALE STATE I PROJECT NUMBER SHEET NO. I MONTANA MT-STPU-CM 1201 02 E-17 NOTE* M Q o LOCATE ANY UNDERGROUND r AWM­Z R/W cc FACILITIES PRIOR TO ANY 1 � Z I I EXCAVATION AND PROTECT a I o ERXI T, ( FROM DAMAGE. R/W _ zo I OO n Y O (I Z R/W 0 1 EXIST. y o Op © Ld W o II 4: -als.-2 0- IA NEW A A ,� R/W TGI(� A O I 1 y R/ T. O EXIST. R/w I I IA ®1 - STM - - - - -_ S - h - - _ _ ep_ Gws - - - - TT - - - J -_--- le -: � F6 F�L� _ �fr LO _ _TEL__--- 1C___=_n-fi� �'_�,34 ---- r-a�� -_ --- ------ �--- -- T�j� -- _ - - - -.. -- -- SOUTH 19TH AVENUE 16 1 Ln O 9 12 14 _ __ __ _ _ Of—______----_ ` LLJ 2 STM STM - STM -S M r =O^ _=====xcc====ca= ___�---------�--- 15 17 J I I I I ( - - - 13 N W ®� TEl _TEL - - - SOUTH 19TH AVENUE m — - w — — — — — W — - _N_w, _ — — — — E�w�= --_rE� FAR - O PWR[ - - �- - - - - - - - - TEL - - - T ___='____ =_ ---- PWR -/� 10 - - - E 7 TEL�y 6 _ — — — W �5 W T --------TEL----------------'------------ wSr PWR g - W ` / 11 - -- - - - GAS_-_____-__ GAS -- - ---------- --- ----- --�` ' " `� a IJ Rxlsr------------- ------ -,.r -�? n ' SFA _ - _ - -S 18 X�S-T.- - - �^c, +�+1 - - - - - -_ - ��STM -�v TRiw T. - - STM (}-STMI�-- - STM p M I I I I I " - - STM - - - - STM " I - - - II - - - - STM - - 3 R/W R/W A A n. 1 'n ' n SEE SHEET NO. E- 10 & E— 1 1��"REW A I A CONDUIT IRE a III ,,-EXIST. FOR INTERSECTION DETAILS , T 3 O 0 41 mm PLASTIC CONDUIT R/W Z I �, 2 OF AWG NO. B CONDUCTOR (LIGHTING) O f�fl S-I J I I OF AWG NO. 10 CONDUCTOR (GROUND) NOTE:NE UNDERGROUND UNDERGROUND SERVICE 00 EXIST. SERVICE S-1 CIRCUIT & WIRING 0 60 AMP SIGNAL SERVICE & EXIST.- R/W 41 mm PLASTIC CONDUIT SCHEMATIC IS DETAILED ON z 20 AMP LUMINAIRE SERVICE R/W } OF AWG NO. 6 ASSEMBLY (SEE DETAIL SHTS. 1 Q 1 OF AWG NO. 10 CONDUCTOR (000NDUCTTORf ROUINDI SHEET E-14. Y Of ' w o V V f� M +I T V• ^— co �g- o Z U EXIST. / \1 — — — R/W (B--- SAN ` — SAN — — — — AN u I I Y—A) �— STM — — — — — STM — — — — — ST�— — — — STM — — —— R/w i $• I I B I B 1 8 EXIST. /W T B O EXIST. ` A �� p \ r^� 1 p FO a + — yr —�— — __ ---- — —�rE __ `_ > � — FaFLj►-- — —�y.F. ' rp - M — 'r_ — _=L T=�C���----- — — ----- -- t — --i Yb a� _ f - ��Qf�_____ __ --- --��--_---_-______----�.-____� _ - o$ -- JJ_»--lf r - --F --hJ— N — — — —SAN— — — SAN Y °" --_—_-=—=-=sRN=—=—=—_-_- scw`= r===--sari-=--------ems-- — — -SA 1 — `m -sApr= II J 30 YSOUTH 19TH AVENUE ao LL ¢ 20 LA ' TM I I � I 11 26 2s -_-____�____________= _ v� asti O "---- -------------------------------- ___ I --- -- ----------------------------=�_-_=-- r==� fdA 21 22 Q _ 27 29 LJJ N N 1 O _ _ ____________________________•____________- Z SOUTH 19TH AVENUE 19 _ _ - s I ae - - TEL EL - - - - - T \ --------------------------=-=---- - - - ----„-------, --------- --=___------ J - - - TEL - - - - - L -O- - - TEL - - - ----- - I 1 1=O______________- °=' - - - - - - - - - W - - - - -.�W - -,.- - - - -- _ ___ ___________ "`_ W== #i-=== 3° =p= =W= m u =,yr----ly-� ---- - ---- -- _------ ----- ------------ ------ - M--- — ST — TM _ i-~ST —r`� -� It _- 1L - - - - -L�---- --� Q Q ���-��- {d—'=ITI 1'� . S � ��I / — —� 8 --___� R/WT. g I EXIST. 2c R/W —1.1 1 I; `. '� / 8 R/W B. ^m A EF.157. r _ in I °''/ / FO - - - - - FO - - - - - FO - - - -V' FO - - - " R/W fl' = I PROJECT NO. MT-STPU-CM 1201 ( 12 ) NEW A I t 1 / 0 o R/W l 25 �l I / TEL — - - - - TEL — — — — ROADWAY LIGHTING Lu SOUTH 19TH AVENUE 3V DESIGNED r { ¢1 1 S`� B O Z E MA N DRAWN Zpy2 EXIST.pN0 GALLATIN CO UNTY N CHECKED O R/W REVISED Tom` J I f4 SCALE = 1:500 0 5 REVISED STATE I PROJECT NUMBER I SHEET NO. LLI W MONTANA MT-STPU-CM 1201 (12 E-18 N - ~ I� Q NOTE (n .-R/W LOCATE ANY UNDERGROUND — — FACILITIES PRIOR TO ANY o EXCAVATION AND PROTECT SDI R;W� A/W ^; w —FROM DAMAGE. MODIFY ExIsrlNc \ 1 ILA NOTE UNDERGROUND SERVICE ° o SERVICE S-2 CIRCUIT & WIRING 30 AMP SERVICE ASSEMBLY- •� y ¢ SCHEMATIC IS DETAILED ON C' 'W REMOVE 8 SALVAGE SHEET E-15.o / • - -:�-; ( p v�i 1 NEW CONC. 37 EXISTING LUMINAIRE D TYPE I PULL BOXlz it I I 8 e 6 C B _ '<' �' I 8 8 B g EXIST, B EXIST. p R/W _- _ -H� R/W O �� ------------- -- - ------- ---------------- -- frTt��-- -T ---- - -- -^u --_-=S a,H- x-_ '=axa---- - ,4'i•,- - - =r S,q{�e.- r_c±=T _ - - - --0 s���==- -====-=----=-==-cc_ca===ca_c_c=c_co=o-a�a o-_ecaoa_:-ucecco==e_cccoc-:o --== _i=====_____--_ __ =====coc_ _ - 4 32 3 I 36 39 b � p 3y{ 42 qq SOUTH )9TH AVENUE 46 Q V) -O- - SAAI - N - - - - `_-0----- _----__ _ :AEI - - - SAO-� - - SAN - - - - SAN SP.N - AN - - SIu�L-= _ - i S! -� v1 _ _ _ 1 ~ __ CIA REMOVE 8 SALVAGE ------------ C O -"--"--'-------� EXISTING PULL BOX � zLL � � W 2 K z SOUTH 19TH AVENUE 33 35 z � 1 _ � O � e 38 N I --- � 45 ~� s 41 43 •-� J q l _ ___ --__«_____ �_-_-_ - ___--_ ________________ J =cN _=0 - - - - ___- r=� vl�----_ ___ __-=__ ___=°____-_,+_:'_ _= i,--_-_--W-- S J_ --- ------- ---- ---------_------- ------------------a--- ------- -- -- ---------------- --------------- ---- --- ------ -- T - - EXIST- _ - - - - I� ' ; +• ,,� 7© _ -_-- EXIST. B ,/W B NEW 0 g „ 8 ; R/W PGt I R/W PWR NEWCONC. _0 - - FO - FO --El- - - - FO - - FO - - _ _ _ FO _ _ _ n , i \-OTYPE TV I PULL BOX NEWNEW I I 8 I ¢�r H 1y IN 0 � CONDUIT & WIRE TYPECI PULL BOX ( 111 /• q O SCHEDULE I V) f�fl NDUIT A 41 mm PLAST2 OF I AWG ONO. 6 CONDUCTOR (LIGHTING) 1 OF AWG NO. IO CONDUCTOR (GROUND) I I --I •�i d_ jV Y Ld 41 mm PLASTIC CONDUIT 2 OF AWG NO. 6 CONDUCTOR (LIGHTING) R/W 0_ ji �I EXIST. A OF AWG NO. 10 CONDUCTOR (GROUND) v' I Q I R/W n I OF 3 AWG N0. 14 CABLE (P.E.C. 1 Cn,I nJ 41 mm PLASTIC CONDUIT LJ 4 OF AWG NO. 6 CONDUCTOR (LIGHTINGI p H A I OF AWG NO. 10 CONDUCTOR (GROUND) W I OF 3 AWG N0. 14 CABLE (P.E.C. I �L W r- (b u!/ 41 mm PIA OFC 3C AWG Of NO. 14 CABLE (PRE EMPT) I ( In ^ ^ Ld CO I EXIST. it W I I R/W Ln R/W EXIST. I o I ( a oI U EXIST. 8 8 I I O IT NI 8 B NEW 8 I w y qq N - -_-- - � R/W O Qc �e + _-_==�L� - - - - F - - - - - F - - - - - - F - - - - .y� EXIST. O U W o a _^tirr�- - - rs Try - _- F 0 - - -F-0 Tt{ - - - - f-0 Tit- * _ - _� W R/W U' P WR ` = V4 = 'f=- a o SOUTH 1 9TH AVENUE 48 50 I� I 4 W—=cA5== 1' - GAS - - - - CAS - - - GAS - - - 1 - �- --� df c V>I - - SAN_- - - SAN - - SAN - - - SAN - - - - SAN - - - - - SAN - - - SAN T - e� , - - - - SAN - - - - SAN - - - - - SAN - - aAN - - - - - AN - - - S F_ 52 54 SOUTH 19TH AVENUE 56.. (n Q z 0 \@49 51 I ---- w _ _ I — 53 55 J 8 ---------------- -- z h s 4.2 e = - W ---- -- (D- w - - - w- w 1- 1 - - 'N - - w ` t =-w- 1 �H I w _ ------ - -------- J a U �- it<dd - STM - STM - STM - STM STM = ----- ----- - s J - _-----_--w --- -----,Y-- — — _-- w — a —a EXIS m B Nl RxW T• B AB �• rr \�`{ R/W T. NEW E E L� I \ \ \ \I R/W c f NEw \\l PROJECT N0. MT-STPU-CM 1201 ( 12 ) R/W NEW C - - - - - - - - - - W I W I y �- 4 TYPE I py PULL BOX s I R/W I F I I I R/W EXIST. ROADWAY LIGHTING LL, I 'P NJ� 3 DESIGNED EXIST. SOUTH 19TH AVENUE NOTE R/W I w I f �cw'6 CHECKED SEE MDT PROJECT CM-STPU 1201 (9 ) Il DRAWN w TI A/W BOZEMAN m REVISED FOR SIGNAL & LIGHTING FOR COLLEGE J "� .l ; I GALLATIN COUNTY STREET AND 19TH AVE. -�%yR� I REVISED � REVISED 1 rn 0 SCALE = 1:500 _ .� 5 15 H STATE I PROJECT NUMBER I SHEET NO, Ld® LIJ MONTANA MT-STPU-CM 1201021 E-19 EXIST, p- ® R/W I H CO 1- (7) O n - wl N I u N I ~ I O EXIST. O I Y1 R/W zz Z ¢ Z-� EXIST, O I EXIST. z I Q. R/W 1 I R/W Wo W B li e 1` I ao O R/W EW NEW T. B J NEW ILT-Z— I/W I I I I i NEW I"---f EXIST, -_ EXIST. i"----'-i -_-- W I 0 _ 1• R/W __ _.i i_ _ _R/W R/W _ -_R/W I + / — — J _ __ __ __ ____ _ _ _ _ _____ _______co __ ___________________ - - - - - w - - - w - - - - - _ ___________________L_-__J____-. _1__J.____-_ ___ _ � J '� - ----- ----- --__�_ - _------------------------ w-- --- - - w - - - - w - w - - 1 w - - - - - r�-1 11 -r�4"` TIw a SeN -� - W - - - - - 64 ~i1 N —— — —— SAN — — — _ ------------- --- ---I a SOUTH 19TH AVENUE 60 --_____'___===:�r•---- , _I 6- --=FF_°___='- "OD" -'==="==°== ------------------------------- K - --- -_-- --- -- ---- ______ __________====pO=___''-- ------------__- '�oa=======_ - Et' 1�+.n-ram- I —'_- - - - U5 W ------------ --=------------ s ---------- - - o ____ f - - - - - - - - o W e 57 - g 59 a 61 - --- �� T3k-- --- -------- -- - ---- ---- ------ - ------- - - ----- J Z _ 5 Fd-----_---- =S�hA--- �- _ - HI- ---�Jr--� l m - - 63---- -- .I-� `i 2 _ g I SOUTH 19TH AVENUE =5 d______ ____ =41M_____ _ S d - ___ ___________ _---___ — — — —__ _ S� — T — Tdk -` W U - - t i I y� W EXIST. 4 n - - EXIST. ® R/W R/W EXIST. E - - R/W i :i I��� REW g E REW H 1F�M NEW R/W STATION NEW PULL BOX FOR a ji' V. PROJECT N0. HSIP 1201(11) I W NEW CONC. to 14 NEW CONC. W F TYPE I P!!L!. BOX ` 1 TYPE I PULL BOX z L=S � NOTE: EXIST.-,,,,,,, H- �J Ln CONDUIT & WIRE R/Ww I O Z SCHEDULE SEE PROJECT N0. NOTE HSIP 1201 (11 ) FOR � �I EXIST.-� o NEW SIGNAL, PRE-EMPT H- Ex15r. EXIST. 41 mm PLASTIC CONDUIT � R/W R/W N R/W LOCATE ANY UNDERGROUND AB 2 OF AWG No. 6 CONDUCTOR (LIGHTING) & LIGHTING DETAILS AT I w FACILITIES PRIOR TO ANY I OF AWG NO. 10 CONDUCTOR (GROUND) SO. 19TH AVE. & = Y EXCAVATION AND PROTECT 41 mm PLASTIC CONDUIT KOCH STREET. o L' FROM DAMAGE. I OF 3 AWG NO. 14 CABLE (PRE EMPT) Y a o A41 mm PLASTIC CONDUIT , I OF 3 AWG NO. 14 CABLE (PRE EMPTI I OF 3 AWG NO. 14 CABLE (FLASHER) �1 w T 1 SEE SHEET NO. E- 2 N M N N FOR INTERSECTION In EXIST. Lu W EXIST. EXIST. U DETAILS \ Z R/W R/W c li R/W O EXIST. F O R/W (/T RESET EXISTING DO REMOVE EXISTING CONDUCTORS ~ LUMINAIRE POLE Q 6 ABANDON E%)STING CONDUIT In g B> & MAST ARM TO In W B g SOUTHEAST CORNER w m O LJ O. L]\11� EX15T. NEW 1 CO I EX -__J HEW I RIW R/W E%1Si. o 1 U)�' $k N __ _ _ _ ic_:________________ GLL _______ _-__-- ______ _______ — fr w T-{p - - w - 72 a o a - - w�- - - - -� w - - 68 W �- - - - - 4-- I 70 SOUTH 19TH AVENUE �.Y 66 SOUTH 19TH AVENUE _ _ _ _ aC _-___�_______—_--— — = F =_ —TFLE ___ — 7 -- - Q — �1 �E� s -- 7 Z 67 O I J -- --- --- ---- - ---- ---------- - - - - - - -STM--=5 _ --=`siM--- - - 9M et---:---------SFd._--- t -- �- - - - - - - TM - STM e - 5�d__ --rY- f 5 S M -- --- c - STM - _ EXIST Q . F E%)sT. 4 4 7 R/W ` � EXIST. m 1 g 8 I II R/W yi Wls g PROJECT NO. MT-STPU-CM 1201 ( 12 ) o N I B W J I E X IS T. W R/W EXIST W n ( iEXIST. R/W T ROADWAY LIGHTING R/W W z N ncaSIA� R/W Y SOUTH 19TH AVENUE DESIGNED In lit 0 B O Z E MA N 'c ,r 2 DRAWN W I C.> aNry CHECKED > ¢ GALLATIN COUNTY m ( REVISED CDO I I REVISED SCALE I:500 REVISED 5 I DESIGN DATA - MONTANA DEPARTMENT OF TRANSPORTATION LETTENG 2007 AD.T = 16 510 t n+cd Ir �LACIEP IaKt HILL 1 �VAL LEI O.k S f .t14♦0 O`4rU tlOtEvla - DESIGN 2027 A.D,T.= 32 850 •a nA / - --- — D.H,V.= 3290 C•Ou,1 ty K••1.u0 T. 60 km/h U-1210 IDEAS 1 IEIa' •�.,�t Ea FEDERAL AID PROJECT NO. CM-STPU 1201(9) V = 70 km/h U-1201 4t0 RO kN ESAL'S = t Wi x[1 ilap 5 CEACU t OAASOh I < p, SO-A : St uoA CSCNIE $� q 3. l l GROWTH RATE = 3.5 2 2 • T A4,.0 o "N AOSt9U0 ♦Ap GRADE, GRAVEL, STORM DRAINAGE AND PLANT MIX SURFACING A 9 EI Sr•[ll GAWI NE AI Ai p� S 19TH & COLLEGE - BZMN p Cq pf' LETTING DATE - - L, / .♦ CARTER I COMBINATION SCALE FACTOR NA PG HORN R GALLATIN COUNTY AA , RIVER RIVER THIS PROJECT IJ!�Q` LENGTH 0.3 kilometers SCALES VERTICAL. 1:50 SURFACING SOURCES - d HORIZONTAL: 1:500 CROSS SECTION —HORIZONTAL & VERTICAL: 1 :100 CONTRACTOR FURNISHED z Z �z o REDUCED PRINTS ONE-HALF ORIGINAL SCALE �x g ALL SCALES ARE APPROXIMATE Z uS J r LL� SOt58. T u Q N p T 2 S. TO FOUR CORNERS LL Z. n'o I ♦• 'rwnso,r AA nitu[afa� 'L m F CIO NON CRCf�I �.I f. ',II{' ,Yo Ni .),•D AM — .J u $TAN Sl♦NN. Imo.!-f •LI.—`p~� S`'A s., �j � i Z D'rcn Larra U-IjOI .Inr•a sr f To 1-90 JCT P-50 U', 16 OD1201 u•s20s s.♦,• U•12 C00120LU x T A�. }♦ 0 - r'L A N 5 `R E P A R U 0 BEC. fGNN. . t - •� y a THOMAS,DEAN & HOSKINS,INC. I RA 1200 25TH STREET SOUTH It'a ( J` ur• F N Thomas, Dean & Hoskins, Inc GREAT FALLS,MT 59405 — PHONE (406)761-3010 zo w I , C 16 T q ELECTRICAL ro-♦ .. --- s,.M MARVIN & ASSOCIATES o U'� , 'rr• ••t • HRISTOPHEA K. 1300 NORTH TRANSTECH WAY po s• '^ WARD P.O.BOX 80765 - BILUNGS.NIT S9103 o No.12613PE PHONE (406)6S"550 ''7 n ,0 :c 107 T0�90 DATE / t✓ gOFF rAE EN SO \.T,��`: R E L A T E D P R O J E C T S END. UNN71.53 \i ` a e E ti ,h •K 11N !f I q.♦ �� ti.. k D EPA RTM ENN 0 T 0 FTRA N S PO RTAT10 N 1• �.. MT-STPU-CM 12011121 w W RECEIVED Iz N HSIP 1201(111 ' 09 o' m - z3 z� � N O BY T. 2 S. pi:- gNSUITANT DESSGN E I FR DATE p _ O -'- mM'•'^ U.S.DEPAR ENT OF TRANSPORTATION — N mw •N v FEDERAL HIGHWAY ADMINISTRATION u 314 ASSOCIATED PROJECT i,«i A G R E E M E N T N U M B E R S An 7.nm THIS CONTRACT NW Z'� APPROVED 2\.. z R.P. 3.66 20 3.46 OM-STPU 120119) ON U-1201 R hV & I.C.IC I p E CM�TPU 1201(91 DIVISION ADMINISTRATOR DATE tl n N CONTROL NO.4918 STATE PROJECT NUMBER SHEET NO MONTANA CM-STPU 1201 (9) 2 TABLE OF CONTENTS W �cc ROAD PLANS SHEET NO. SHEET NO. ax x a x TITLE SHEET 1 DETAILS 17-28 TABLE OF CONTENTS 2 WATER MAIN ADJUSTMENT DETAIL 19 NOTES 3 WATER MAIN AND SANITARY SEWER BEDDING DETAIL 19 TRENCH PLUG DETAIL 19 _ LINEAR & LEVEL DATA 4 CONCRETE CURB TRANSITION 19 O �I STORM DRAIN MISC. DETAILS ZO �" CENTERLINE COORDINATE TABLE 4 STORM DRAIN DETAILS 21-23 WATER MAIN DETAIL 24 CONTROL TRAVERSE DIAGRAM 5 WATER MAIN DETAIL 25 �• MEDIAN DETAILS 26 Z TYPICAL SECTIONS 6- 1 1 INTERSECTION DETAILS 27-28 z z STEP POOL DETAILS 28 g0� SUMMARIES 12- 16 Z;� PLAN & PROFILE 29-31 wLL SURFACING 12 o H ADDITIONAL SURFACING 12 R SOUTH 19TH AVE. p9 REMOVE CULVERTS 13 v FADDITIONAL GRADING 13 COLLEGE ST. 30,31 CURB 13 SIDEWALK 13 ��-- MEDIAN CONCRETE CURB 13 GRADING 13 SIGNING PLANS SUBEXCAVATION 13 WATERLINE 14 SUMMARIES S- 1 S- 3 APAVEMENT MARKINGS 15 WATER VALVE BOXES 15 D E T A IL S S- 4 ADJUST WATER SERVICE LINE 15 ADJUST WATER MAIN 15 PLAN SHEETS S-5 - S- 6 FINISH GRADE CONTROL 15 CURB STOP & BOX 15 ELECTRICAL PLANS TOPSOIL & SEEDING 15 MANHOLES IN PLACE 15 SUMMARY E- 1 FIRE HYDRANTS 15 SANITARY SEWER 15 DETAILS E-2 -E- 1 1 STORM DRAIN 16 REMOVE IRRIGATION STRUCTURE 16 PLAN SHEETS E- 1 2 - E- 1 3 MAILBOXES 16 MONUMENT BOXES 16 FENCING 16 CROSS SECTIONS MISCELLANEOUS ITEMS 16 DETAILS 17-28 MA INL INE 1 - 15 W. COLLEGE ST. 16-39 SUBEXCAVATION DETAILS 17 c CURB RAMP DETAIL 17 N MONUMENT BOX DETAIL 17 a BOULEVARD APPROACH 17 MITER BEND DETAIL 18 ♦ ul 3¢4• TRASH GUARD 18 v o w 3 SANITARY SEWER REPLACEMENT 18 N v1 C\ O a o .NN• ii r\.yi 1 STATE I PROJECT NUMBER SHEET NO. MONTANA CM-STPU 1201(9) 3 NOTES BASIS OF PLAN QUANTITIES WATER NOTES (QUANTITIES FOR ESTIMATING PURPOSES ONLY) PROPOSED WATER MAIN ALIGNMENT REQUIRES PIPE DEFLECTION. DEFLECT PIPE IN ACCORDANCE WITH PIPE MANUFACTURERS SPECIFICATIONS AND MONTANA a COMP. AGGREGATE WEIGHT = 2200 kilograms per cubic meter UNDERGROUND UTILITIES PUBLIC WORKS STANDARD SPECIFICATIONS TO MAINTAIN PROPOSED ALIGNMENT. o y COMP. WEIGHT OF PL. MIX BIT. SURF. = 2287 kilograms per cublc meter PROVIDE ADDITIONAL JOINTS IF NEEDED. i a ASPHALT CEMENT - GRADE S 19mm AGG. = 5.4 7. OF PL. MIX BIT. SURF. NOTIFY THE OWNER OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION TO DETERMINE EXACT LOCATIONS AND DEPTHS. MAINTAIN A MINIMUM OF 2.0 METERS OF COVER BETWEEN THE TOP OF THE NEW a ASPHALT CEMENT - GRADE S 12.5mm AGG. = 5.8 X OF PL. MIX BIT. SURF. WATER MAIN AND THE NEW FINISHED STREET GRADE. INSTALL INSULATION IN ASPHALT CEMENT - GRADE D = 6.0 X OF PL. MIX BIT. SURF. CONTACT ONE CALL FOR CONFIRMATION OF ALL LINES AND SERVICES BEFORE EXCAVATION WATER LINE TRENCH WHERE COVER REQUIREMENT CAN NOT BE MET. HYDRATED LIME - 1.A % OF PL. MIX BIT. SURF. BEGINS. THE PHONE NUMBER FOR ONE CALL IS 1-000-424-5555. ALL PIPE STATIONING IS BASED ON THE STREET ALIGNMENT STATIONING. BITUMINOUS MATERIAL = 1.02 kilograms per liter ALL PIPE LENGTHS ARE ESTIMATED BASED ON THE CENTERLINE ALIGNMENT TACK (APPLIED TO PL. MIX SURFACES) = 0.12 liters per square meter (UNDILUTED) GRADE ADJUSTMENTS OF THE PIPE. TACK (ALL OTHER SURFACES) = 0.23 liters per square meter (UNDILUTED) THE GRADES OF NEW CURB AND SIDEWALK MAY BE ADJUSTED IN CERTAIN LOCATIONS AS WHERE CUTTING THE EXISTING ABANDONED WATER PIPE IS NECESSARY SEAL = 1.8 liters per square meter DIRECTED BY THE ENGINEER TO MATCH EXISTING FEATURES. FOR NEW CONSTRUCTION, PLUG BOTH ENDS OF ABANDONED PIPE. COVER 14.0 kilograms per square meter FOG SEAL = 0.20 liters per square meter (UNDILUTED) RADIUS zt Q ALL RADII ARE CALLED OUT TO THE BACK OF CURB. 2 ¢ Q U CLEARING AND GRUBBING HAUL CLEAR AND GRUB TO CONSTRUCTION LIMITS. INCLUDE THE COST OF CLEARING INCLUDE HAUL COSTS IN THE UNIT PRICE BID FOR STREET EXCAVATION. DISPOSE UNUSED AND GRUBBING IN THE UNIT PRICE BID FOR STREET EXCAVATION. EXCAVATION MATERIAL AT A CONTRACTOR FURNISHED SITE. z APPROACHES. MAILBOXES Z z WHERE INDICATED IN THE PLANS REMOVE MAILBOXES AND REPLACE. SALVAGE MAILBOXES 4 C PROVIDE THE FOLLOWING SURFACING: TO THE OWNER. PROVIDE TEMPORARY MAILBOXES. INCLUDE THE COST OF REMOVAL, O z o CONSTRUCT APPROACHES TO THE WIDTH SHOWN IN THE PLANS. SALVAGE, AND TEMPORARY MAILBOXES IN THE COST OF OTHER ITEMS. O O S ASPHALT APPROACHES (PRIVATE) 2 PLANT MIX BITUMINOUS SURF. DEPTH = 90mm CRUSHED AGGREGATE COURSE DEPTH I50mm SAW-CUTTING z CONCRETE APPROACHES (PRIVATE) w LL v P.C.C.P, DEPTH = ISOmm THE CONTRACTOR MAY BE DIRECTED BY THE ENGINEER TO SAW CUT EXISTING PAVEMENT, CRUSHED AGGREGATE COURSE DEPTH = 150mm N w PUBLIC APPROACHES SIDEWALKS, ENTRANCE WALKS, OR CONCRETE SLABS AT THE CONSTRUCTION LIMITS. NO Q¢ SEPARATE PAYMENT WILL BE MADE FOR SAW CUTTING, ABSORB COST IN UNIT BID PRICE 0(p PLANT MIX BITUMINOUS SURF. DEPTH = 120mm OF RELATED ITEMS. O CRUSHED AGGREGATE COURSE DEPTH = 520mm x H tee. WATER VALVE OPERATION ONLY CITY OF BOZEMAN FORCES MAY OPERATE CITY OF BOZEMAN WATER VALVES. MONUMENTS AND MARKERS c, TEMPORARY EROSION AND SEDIMENT CONTROL FURNISH AND INSTALL ALL MONUMENT BOXES. STATE FORCES TO STAKE THE LOCATION 4� REFER TO SECTION 20B OF THE MDT DETAILED DRAWINGS FOR EROSION AND SEDIMENT AND SET THE PUNCH MARK IN THE MONUMENTS. NOTIFY PROJECT MANAGER BEFORE A CONTROL BEST MANAGEMENT PRACTICES. DISTURBING EXISTING MONUMENTS. ADA RAMPS PROVIDE AT SOILS INFORMATION RAMPS INADA TTHERAMPUNIT PRICELBID ESTRIAN FDOfl CURB &RGUTTER ANDNSIDEDWALLKAYMENT FOR THE THE SOILS INFORMATION ON THE PLAN AND PROFILE SHEETS IS A BRIEF SUMMARY OF THE SOILS CLASSES. TO OBTAIN THE COMPLETE SOILS INFORMATION CONTACT THE WATERING MDT GEOTECHNICAL SECTION AT (406) 444-6281. WATER FROM THE CITY OF BOZEMAN'S MUNICIPAL SYSTEM MAY ONLY BE OBTAINED FROM THE WETLAND S METERED SERVICE LOCATED AT THE CITY SHOP COMPLEX. REIMBURSE THE CITY WATER DEPARTMENT FOR THE COST OF THE WATER USED AT A RATE DETERMINED BY THE WATER ONLY WETLANDS WITHIN THE PROJECT LIMITS HAVE BEEN DELINEATED, DEPARTMENT. SKEW DIAGRAM WETLANDS MAY EXIST BEYOND THE PROJECT LIMITS AND ANY ACTION AFFECTING SUCH WETLANDS IS THE RESPONSIBILITY OF THE CONTRACTOR. DELINEATED WETLAND AREAS SKEW SKEW LEFT RIGHT IMPACTED WETLANDS WETLAND DELINEATION square meters g 0. WETLAND STATION DELINEATED IMPACTED REMARKS ID# AREA AREA FROM TO - j ROADWAY W-2A 50+40-92 51+05.34 118 88 LT.FARMERS CANAL PROPOSED STOffMI DRAIN PIPE c n VV-2B 51+14.05 51+69,80 102 101 1 LT FARMERS CANAL PROPOSED STORM DRAIN PIPE o N W-2C 51+81 35 52+29.32 86 86 LT.FARMERS CANAL PROPOSED STORM DRAIN PIPE J W-2D 52+4855 53+26.93 143 143 LT FARMERS CANAL PROPOSED STORM DRAIN PIPE f W-2E 16+42-35 17+13,96 132 132 RT FARMERS CANAL PROPOSED STORM DRAIN PIPE "a S W-2F 17+51 11 17+87.00 65 65 RT FARMERS CANAL,PROPOSED STORM DRAIN PIPE o W-1E 52+07 68 52+02.91 29 - RT EAST CATRON CREEK.NO IMPACT a W-1F 52+01.39 51+97.53 32 30 RT EAST CATRON CREEK NEW CULVERT o 3 W-IG 51+97 67 52+25.81 54 17 L7 FAST CATRON CREEK,NEW CULVERT$REGRADE N In W-1 H 52+24-34 52+26.83 51 LT.EAST CATRON CREEK,NO IMPACT SUBTOTAL 813 662 SKEW SKEW L'� o TOTAL(hectares) 0.08 0.07 1 RIGHT LEFT STATE PROJECT NUMBER SHEET NO. MONTANA CM STPU 1201(9> 4 LINEAR AND LEVEL DATA W O a� eQ LENGTH OF ROADWAY 4 LANE URBAN 336.00 m Q. LENGTH OF BRIDGE 4 LANE URBAN 0.00 m �Q 2~ TOTAL LENGTH OF CM-STPU 1201(9) 4 LANE URBAN 336.00 m BEARING SOURCE Q q WESTERLY LINE OF SEC.12 T.2 S.,R.5 E.AS SHOWN ON o U COS 2583, BEING N 00 0 46'21"W Z LEVEL DATUM SOURCE z Z BENCH MARK = 4805.10 CITY DATUM ON TOP OF NW CONSTRUCTION BOLT OF THE X z 0 3 FIRE HYDRANT (STAMPED "332")ON THE SW CORNER OF MAIN ST.& SOUTH 19TH AVENUE. BENCHMARK HAS BEEN DISTURBED. wa ESTABLISH VERTICAL CONTROL FROM CONTROL POINTS - SEE CONTROL TRAVERSE ABSTRACT a vS w 0 0 CENTERLINE COORDINATE TABLE A STATION DESCRIPTION N OR Y E OR X REMARKS COORDINATE COORDINATE 0+00..00 POT 3.599.4553 626.8609 S. 19TH AVE 6+82.05 POT 4,281.4637 619.4134 15+49.54 PC 5, 148.9220 611.7697 - 15+67.33 PI 5. 166.7114 611.6130 15+85.12 PT 5, 184.4951 612.0891 16+47.12 PC 5.246.4703 613.7482 16+67.52 PI 5,266.8701 614.2944 16+87,92 PT 5.287.2753 614.0078 24+32.40 POT 6,031.6772 603.5531 49+80.00 POT 5,214.8321 245.5853 W. COLLEGE ST. 50+58.87 PC 5.215.9349 324.4503 51+00.63 PI 5 216.5188 366.2063 51+42.36 PRC 5,214.3145 407.9082 51+84.78 PI JZIZ.07 2 450-2722 52+27.18 PT 5.212.7133 492.6905 53+62.48 POT 5 214.74B4 627.9773 54+28.92 PC 5.215.7810 694.4081 54+64.69 PI 5,216-3370 730.1787 55+00.44 PRC 5.219.4477 765.8182 55+36.00 P1 5.222. 400 880361..2471 PT 5 23055+71 53 078 56+10.09 POT 5. 905.3561 e r. o � N N Q O �roa 0 vov J �No �N N STATE PROJECT NUMBER SHEET NO CONTROL TRAVERSE DIAGRAM MONTANA CM-STPU 1201(9) 5 SCALE = 1 : 3000 CONTROL TRAVERSE ABSTRACT Q i POINT NORTHING FASTING STATION GROUND LOCATION DESCRIPTION ¢� NUMBER ELEVATION ELEVATION _~ WEST SIDE SOUTH 19TH AVE., 21.95 m SOUTH OF SOUTH CURB ON MAIN 0 o I-A 6091.4825 591.8699 1463.985 STREET, ON BACK OF SIDEWALK, 3.96 m SOUTH OF FIRE HYDRANT 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "I-A" AND "1996" iNW CORNER OF OLIVE ST. & SOUTH 19TH AVE., SET IN ASPHALT 2-A 5912.1175 596.0588 1466. 192 1.52 m WEST OF WATER VALVE, 1.83 m SOUTH & 3.05 m EAST OF FIRE HYDRANT 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-A" AND "1996" SW CORNER DICKERSON ST. & SOUTH 19TH AVE., SET IN ASPHALT IN SOUTH 19TH AVE., 2-B 5451.0072 602.8554 1473.111 0.61 m EAST OF EDGE OF ASPHALT, 2. 13 m SOUTH & 4.57 m EAST OF BARB WIRE FENCE CORNER 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-8" AND "1996" SET IN TURF ON WEST SIDE OF SOUTH 19TH AVE. DIRECTLY ACROSS 2 2-C 4990.7470 606.3941 1479.628 FROM CENTERLINE OF BRANIGAN CT, 2.13 m WEST OF EDGE OF ASPHALT CO 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-C" AND "1996" i ¢ SW CORNER LINCOLN ST. & SOUTH 19TH AVE., 10.36 m WEST OF WEST EDGE ASPHALT OF SOUTH U 2-D 4410.8683 GO1.6811 1487.814 19TH AVE., 1.52 m SOUTH OF SOUTH EDGE ASPHALT ON APPROACH, 3.05 m EAST & 0.91 m NORTH OF POWER POLE. 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-D" AND "1996" WEST SIDE SOUTH 19TH AVE., 31.39m SOUTH OF CENTERLINE KAGY BLVD.. 11.89m WEST OF WEST 3-A 3971.1925 605.9517 1494.002 (EDGE OF ASPHALT ON SOUTH 19TH AVE., 1.22 m EAST & 1.22 m NORTH OF TELEPHONE RISER. 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "3-A" AND "1996" Li SE CORNER OF BABCOCK ST, & SOUTH 19TH AVE., IN ASPHALT, 2.74m SOUTH OF SOUTH EDGE 0 Z 2-W 6022.9394 611.9279 1465.039 ASPHALT OF KOCH ST. AND 2.44m EAST OF EAST EDGE OF ASPHALT OF S 19TH AVE., 2.74m SW vi Q OF POWER POLE. 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-W" AND "1996" Y G NE CORNER OF KOCH ST. & SOUTH 19TH AVE., 0.94 m EAST OF EAST EDGE OF ASPHALT OF w z o 2-X 5694.2303 613.2136 1469. 121 SOUTH 19TH AVE., 5.03 m NORTH OF NORTH CURB OF KOCH ST. 00 c 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-X" AND "1996" J SE CORNER OF COLLEGE ST. & SOUTH 19TH AVE.. 2.13 m EAST OF EAST EDGE OF ASPHALT OF ^ 2-Y 5202.0005 620. 1250 1477.238 SOUTH 19TH AVE., 7.62 m SOUTH OF SOUTH EDGE OF ASPHALT OF COLLEGE ST., 0.30 m SE OF w o CORNER OF SIDEWALK 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-Y" AND "1996" SE CORNER OF GARFIELD ST. & SOUTH 19TH AVE., 10.06 m EAST OF EAST EDGE OF ASPHALT OF 2-Z 4812.2976 629.7667 1482.505 SOUTH 19TH AVE., 4.27 m SOUTH OF SOUTH CURB OF GARFIELD ST. o 16 mm REBAR WITH 50 mm ALUM. CAP MARKED "2-2" AND "1996" 0 H qq I 5194.1634 370.9325 1476.698 SET 50 mm ALUM. CAP 0.3 m NORTH OF SIDEWALK, BURIED 50 mm t T� �6. L SET 50 mm ALUM. CAP 0.6 m NORTH OF LIGHTPOLE 2 5207.3811 629.3803 1476.302 3RD POLE WEST OF CHAMBERLAIN DRIVE A 3 _ A 2 - D 2 _ � 2 -- Z' - SOUTH ' 19TH AVENUE v� w CD w \ J O l U o N o O ,v1 w� so - v�1q �NNZ t,n�.oi I STATE PROJECT NUMBER SHEET NO. MONTANA CM-STPU 1201(9) 0 TYPICAL SECTION NO. 1 14+51.00 BEGIN PROJECT S. 1 9TH AVE. 14+51.00 TO 15+75.00 I-2%) x 15+75.00 TO 15+90.00 (TRANS. TO -1%) �o R ti 4 11.28 m 11.28 m <x '' cc a 7.53 m AGG. TREAT. . . 3 I.73 m AGG. TREAT. Q 03 m I53 T .A4 m ..x i 1 7.53 m FOG SEAL. SEAL & COVER I.73 m FOG SEAL. SEAL & COVER I 3.44 m 3.00 m AGG. TREAT, y0.5 m o SDWK. BUFFER � � 1.53 m 3.6 m 3.3 m 1.2 m 4.2 m 3.3 m 3.6 m 1.53 m BUFFER PATH BIKE LANE TRAVEL LANE TRAVEL LANE f MEDIAN I LT TURN LANE TRAVEL LANE TRAVEL LANE BIKE LANE \ VWIABIE� I I JII PROFILE GRADE! t FINISHED GRADE I FILL HEIGHT AT CUT DEPTH AT SLOPE STAKE SLOPE STAKE Q Q C) ti Q p U 100 mm CON C. SIDEWALK 60 mm PL. MIX BIT. SURF. 60 mm CR. GRAVEL BASE 1L20 mm PL. MIX BIT_ SURF, m . 200 mm CR. AGG. CRSE. 150 m CR. AGG. CRSE I.57. CROSS SLOPE U CROSS SLOPE 1.5% Z SURFACING SECTION DESIGN BASED ON Z z _ THE TOP 0.6 METERS OF SUBGRADE HAVING AN R-VALUE OF 50 o O o CONSTRUCT CUT AND FILL QUANTITIES _' SLOPESROS SECTIONS 1 PATH QUANTITIES AS S FLAT PRACTICAL AGGREGATE BITUMINOUS MATERIAL of � J (SEE C UNIT TREATAGG. wLL� UNIT PLANT CR. AGG. ASPHALT FOG UNIT UNIT AGG. p W F c COVER MIX COURSE CEMENT SEAL SEAL . AGGREGATE PLANT CR_ AGG. TREAT. rn MIX COURSE �c¢7 AREA square meters 2.311 4.440 square meters PER STATION 1926 1926 1926 p cubic meters PER STATION 231.I 444.0 tons PER STATION 28.54 3.54 ,AREA square meters 0.180 0.450 square meters PER STATION 300 F=- tons PER STATION 528.5 liters PER STATION 385 cubic meters PER STATION IB_0 45.0 tons PER STATION FILL SLOPES BACK SLOPES square meters PER STATION 1926 Tons PER STATION 41.17 liters PER STATION � 0 � 3 m 6: I E I.S m 5�I 3 - 6 m q: 1 1 1.5 - 3 m 14:I 6 - 9 m 3�I 3 - 1.5 m 3:I OVER 9 m 2i 4.5 6 m 2 I OVER 6 m 1.5s 1 A TYPICAL SECTION NO. IS+90.00 TO 16+40.00 1-I%1 S. 1 9TH AVE. 16+40.00 TO 16+55.00 1TRANS_ TO -2%) 16+55.00 TO 17+07.00 (-2%1 17+82.00 TO 17+87.00 17+87.00 END PROJECT TRANS. TO 1.53 m BUFFER LT 11.28 m 11.28 m I I.73 m AGG. TREAT. 7.53 m AGG. TREAT, 0.3 m 1.53 m 11.73 m FOG SEAL SEAL S COVER SDWK. 7.53 m FOG SEAL. SEAL & LOVER '1 1.53 m 3.6 m 3.3 m 4.2 m 1.53 m 0.5 m I.2 m 3.3 m 3.b m 1.53 m SDWK. BIKE LANE TRAVEL LANE TRAVEL LANE LT TURN LANE MEDIAN TRAVEL LANE TRAVEL LANE BIKE LANE \ �� VAR/A8L£ I PROFILE RO SLED GRADE- I FILL HEIGHT AT CUT DEPTH AT_--) 1 SLOPE STAKE SLOPE STAKE VARIABLE. 100 mm CONC. SIDEWALK 60 mm CR. GRAVEL BASE 120 mm PL. MIX BIT. SURF. LL 100 mm CONC. SIDEWALK 200 mm CR. AGG. CRSE. 60 mm CR. GRAVEL BASE 1.5� CROSS SLOPE CROSS SLOPE 1.5% N O j CONSTRUCT CUT AND FILL SURFACING SECTION DESIGN BASED ON (SEE CROSS SECTIONS) SLOPES AS FLAT PRACTICAL THE TOP 0.6 METERS OF SUBGRADE O O v) HAVING AN R-VALUE OF 50 W & m C vo 3 r N b ch 2 CM FOR QUANTITIES SEE TYPICAL NO. 1 STATE I PROJECT NUMBER SHEET NO. MONTANA CM-STPU 1201(9) 7 TYPICAL SECTION NO. 3 50+58 BEGIN CONN. ON PTW U-1210 50+58.87 TO 50+88.37 TRANS. TO TYP. NO. 4 W. COLLEGE STREET 55+71.53 END CONN. ON PTW U-1210 �Q a� o a 7.1 m 5.05 m a a 5.73 m AGG. TREAT. 4.45 m AGG. TREAT. ¢2 ti 4 4.90 m FOG SEAL. SEAL & COVER 4.45 m FOG SEAL. SEAL & COVER 0 5 m 0 1.24 m 3.66 m 3.66 m 1.24 m ' SHLD TRAVEL LANE TRAVEL LANE SHLD PROFILE GRADE= FILL HEIGHT AT / FINISHED GRADE SLOPE STAKE VARIAB Lf y:1± �AR1AgLf• Q CUT DEPTH AT p SLOPE STAKE Q U 2.2 m 120 mm PL. MIX BIT. SURF. 200 mm CR. AGG. CRSE. CROSS SLOPE _ -2% CROSS SLOPE U Z Nzo OUANTIT IES SURFACING SECTION DESIGN BASED ON 00 !CONSTRUCT CUT AND FILL _2 m SLOPES AS FLAT AS PRACTICAL THE TOP 0.6 METERS OF SUBGRADE .�JG (SEE CROSS SECTIONS) AGGREGATE BITUMINOUS MATERIAL AGG. HAVING AN R-VALUE OF 50 z�za UNIT UNIT PLANT CR AGG TREAT. u c . . SEAL ASPHALT w COVER MIX COURSE CEMENT SEAL a F Q¢ AREA square meters 1. 172 2.275 square meters PER STATION 935 935 IOIB 0o cubic meters PER STATION 117.2 227.5 tons PER STATION 14.47 1.72 F tons PER STATION 268.0 liters PER STATION 187 FILL SLOPES BACK SLOPES square meters PER STATION 935 0 - 3 m 6:I 0 I.S m S:1 1.S - 3 m 4:1 6 - 9m 3el 34.Sm 3:1 A 9 m 2.1 4.6 - 6 m 2:1 OVER 6 m 1.5,1 TYPICAL SECTION NO. 4 A50+88-37 W. COLLEGE STREET 8.5 m 6.45 m 1,13 m AGG. TREAT. 5.85 m AGG. TREAT. -I 6.30 m FOG SEAL. SEAL A COVER 5-85 m FOG SEAL, SEAL &COVER 0.5 m 2.4 m 3.3 m I,2 m 3.3 m SHLO TRAVEL LANE MEDIAN TRAVEL LANE SHLD \ PROFILE GRADE= FILL HEIGHT AT FINISHED GRADE SLOPE STAKE VARtABL f �' VARIAgLF t ra - CUT DEPTH AT SLOPE STAKE 2.2 m 120 mm PL. MIX BIT. SURF. 200 mm CR. AGG. CRSE. CROSS SLOPE = -2X t CROSS SLOPE _ -27. N OUANTITIES 41 CONSTRUCT CUT AND FILL SURFACING SECTION DESIGN BASED ON Q SLOPES AS FLAT AS PRACTICAL THE TOP 0.6 METERS OF SUBGRADE (SEE CROSS SECTIONS) AGGREGATE BITUMINOUS MATERIAL A�,G. HAVING AN R-VALUE OF 50 2Q. UNIT COVER PLANT CR. AGG. UNIT ASPHALT SEAL FOG TREAT. Moo, MI% COURSE CEMENT S AL AREA square metersI.508 2.835 square meters PER STATION 1215 1215 1298 cubic meters PER STATION150.8 283.5tons PER STATION 18.62 2.23 tons PER STATION 344.9 liters PER STATION243 sauare meters PER STATION 1215 STATE I PROJECT NUMBER SHEET NO MONTANA CM-STPU 1201(9) P TYPICAL SECTION NO. 5 50+88.37 TO 51+23.68 W. COLLEGE STREET 51+23.68 TO 51+81.18 TRANS. TO TYP. NO. 6 �o CQ ti O 4 6.45 m G.45 m cc 4.80 m AGG. TREAT. 4.80 m AGG. TREAT. x 3.0 m a p 4.80 m FOG SEAL, SEAL & COVER 4.80 m FOG SEAL. SEAL & COVER ,0.5 m _ 2.4 m 3.3 m 1.2 m 3.3 m 2.4 m SHLD TRAVEL LANE MEDIAN TRAVEL LANE SHLD FILL HEIGHT AT PROFILE GRADE= SLOPE STAKE F IN ISHEO GRADE /�FILL SLOPE HEIGHT AT uAa� �s Q . a o U} 120 mm PL. MIX BIT. SURF. 200 mm CR. AGG. CRSE. I.S7. CROSS SLOPE _ -2X _ _ CROSS SLOPE _ -2% U Z vi Q Z Z 00o +kCONSTRUCT CUT AND FILL QUANTITIES _ m SLOPES AS FLAT AS PRACTICAL - SURFACING SECTION DESIGN BASED ON BITUMINOUS MATERIAL dS vi )SEE CROSS SECTIONS) AGGREGATE THE TOP 0.6 METERS OF SUBGRADEAGG. HAVING AN R-VALUE OF 50 w LL UNIT UNIT p o COVER PLANT CR. AGG. ASPHALT SEAL FOG TREAT. MIX COURSE CEMENT SEAL �w AREA square meters I. 152 2.506 square meters PER STATION 960 960 960 0 cubic meters PER STATION 152.2 250.8 tons PER STATION 14-23 1.76 H tons PER STATION 263.5 Niters PER STATION 192 E FILL SLOPES BACK SLOPES square meters PER STATION 960 0 - 3 m 6: I 0 - I.5 m 51 1 3 - 6 m A.1 1.5 - 3 m 4:I - 6 - 9 m 3: 3 - 4.5 m 3:1 _ OVER 9 m 2: 1 4.5 - 6 m 2:1 OVER 6 m 1.5.i A TYPICAL SECTION NO. 6 W. COLLEGE STREET 51+81-18 TO 52+27.18 TRANS. TO TYP. NO. 7 i 8.75 m 8.75 m 4.80 m AGG. TREAT. 4-80 m AGG. TREAT. 7.20 m 4.90 m FOG SEAL. SEAL & COVER 4.00 m FOG SEAL. SEAL &COVER 0.5 m 2.4 m 3.3 m 5.B m 3.3 m 2.4 m SHLD TRAVEL LANE MEDIAN TRAVEL LANE SHLD FILL HEIGHT AT - - - PROFILE GRADE= SLOPE STAKE FINISHED GRADE FILL HEIGHT AT N ARIX&Ea. SLOPE STAKE FI 2. mm PL. MIX BIT. SURF. 200 mm CR. AGG. CRSE. I.58 CROSS SLOPE _ -27 CROSS SLOPE _ -2X 77 'O r. N o QUANTITIES CONSTRUCT CUT AND FILL SLOPES AS FLAT AS PRACTICAL SURFACING SECTION DESIGN BASED ON (SEE CROSS SECTIONS) AGGREGATE BITUMINOUS MATERIAL THE TOP 0.6 METERS OF SUBGRADE b to 3y UNITAG AGG. HAVING AN R-VALUE OF 50 ASPHALT FOG (A0 COVER PLANT CCOURSE UNIT CEMENT SEAL SEAL TREAT. v0m3 iE CV AREA square meters 1. 152 3.428 square meters PER STATION 560 960 960 N CubIc meters PER STATION 115.2 342.8 tons PER STATION 14.23 1.76 1 tons PER STATION 263.5 liters PER STATION 192 "�' sauore meters PER STATION 960 STATE I PROJECT NUMBER SHEET NO. MONTANA CM-STPU 1201(9) 9 TYPICAL SECTION NO. 7 52+27.10 TO 52+80.51 (-2'/.1 52+80.51 TO 52+87.IB (TRANS. TO -1.57.) W. COLLEGE STREET 52+B7.IB TO 53+27.I8 ITRANS. TO 1.S/. LT) 53+27.IB TO 53+36.10 11.5% LT Q 53+36.10 FNn CONN. ti Wo B.75 WI 12.48 m k a a 4.00 m AGG. TREAT. 13.13 m AGG. TREAT. 0.3 in 1.53 m 2.50 m 3.65 m a o SDWK. 4.80 m FOG SEAL, SEAL & COVER T' 13.13 m FOG SEAL, SEAL & COVER -1 0.5 m 2.4 m 3.3 m 1.2 m 4.6 m 3.3 m 1.53 m 3.6 m 1.0 m SHLD TRAVEL LANE MEDIAN LT TURN LANE TRAVEL LANE BIKE LANE RT TURN LANE SHLD �CIT PROF ILE GRADE= FINISHED GRADEFILL HEIGHT AT SLOPE STAKE DEPTH AT VA SLOPE SLOPE STAKE F2O a C3 qxU 100 mm CONC. SIDEWALK 60 mm CR. GRAVEL BASE PL. MIX BIT. SURF. 200 mm CR. AGG. CRSE. I_ I.5% CROSS SLOPE CROSS SLOPE r U z *CONSTRUCT CUT AND FILL aS 4 SLOPES AS FLAT AS PRACTICAL Y F (SEE CROSS SECTIONSI O U A N T IT IE S 0 z o SURFACING SECTION DESIGN BASED ON 00E 1 AGGREGATE BITUMINOUS MATERIAL THAVNGHE PAN R VALUES OFF50UBGRADE 0 Ui- AGG. aLL� UNIT PLANT CR. AGG. UNIT ASPHALT FOG TREAT. w v COVER SEAL o F MIX COURSE CEMENT SEAL Q AREA square meters 2. 152 4.174 square meters PER STATION 1793 1793 1793 cubic meters PER STATION 215.2 4 17.4 tons PER STATION 26.58 3.29 = tons PER STATION 492.2 Ilters PER STATION 359 H 6 FILL SLOPES FB.,ACK SLOPES square meters PER STATION 1793 5 m 5:I 3 m 1 4: 6 - 9 m 3:1 3 - 4.5 m 3:1 OVER 9 m 21 I 4.5 - 6 m 2:I OVER 6 m 1 I.511 TYPICAL SECTION NO. 8 A53+58_60 BEGIN CONN, W. COLLEGE STREET 53+50.68 TO 54+28.92 11.46 m 1.118 m _ 12.13 m AGG. TREAT. 3.93 m AGG. TREAT. 1.53 m 3.00 2.3 m SDWK. 0.5 m 1.53 m t.53 m SDWK. 1... 12.13 m FOG SEAL. SEAL 6 COVER 3.93 m FOG SEAL. SEAL &COVER 1.53 m 3.6 m 3.3 m _ 4.6 m 1.2 m 3.3 m 1.53 m \ Vl.SIIABIf SHLD RT TURN LANE TRAVEL LANE LT TURN LANE MEDIAN TRAVEL LANE BIKE LANE 1` PROFILE GRADE- 5.1 S CUT DEPTH AT SLOPE STAKE FILL HEIGHT AT FINISHED GRADE - SLOPE STAKE -- 100 mm CONC. SIDEWALK 60 mm CR. GRAVEL BASE • 100 mm CONC. SIDEWALK 120 mm PL. MIX BIT. SURF. 60 mm CR. GRAVEL BASE 20O mm CR. AGG. CRSE. I.SR CROSS SLOPE = 1.52. 1.58 N v QUANTITIES SURFACING SECTION DESIGN BASED ON THE TOP 0.6 METERS OF SUBGRADE AGGREGATE BITUMINOUS MATERIAL AGG. HAVING AN R-VALUE OF 50 4 ' UNIT PLANT CR. AGG. UNIT ASPHALT FOG TREAT. QD COVER MIX COURSE CEMENT SEAL SEAL ac AREA square meters 1.927 3.800 square meters PER STATION 1606 1606 1606 u m 2 cubic meters PER STATION 192.7 380.0 tons PER STATION 23.80 2.95 N N tans PER STATION 440.7 liters PER STATION 321 square meters PER STATIONI 1606 STATE PROJECT NUMBER SHEET NO. MONTANA CM-STPU 1201(9) 10 TYPICAL SECTION NO. 9 54+28.92 TO 54+74.92 TRANS. TO TYP. NO. 10 W. COLLEGE STREET R a ti a 2 o 1 I.48 m 7.88 m 10.80 m AOG. TREAT- 1 1.53 m 3.00 m 0.3 m Q __ 7.28 m AGG. TREAT. 0.5 m 1.63 m 1.53 m '" SDWK. o SDWK, W �_ t0.88 m FOG SEAL. SEAL 5 COVER 1.28 m FOG SEAL. SEAL & COyER I.53 m 3.6 m _ 3.3 m 5.8 m 3.3 m I.53 m I VAII�gLE S HLD RT TURN LANE TRAVEL LANE T.W.L.T.L. TRAVEL LANE BIKE LANE FILL HEIGHT AT I PROFILE GRADE= 5'1 L+ CUT DEPTH AT SLOPE STAKE FINISHED GRADE SLOPE STAKE VAft1ASLE 100 mm CO NC. SIDEWALK 60 mm CR. GRAVEL BASE D 100 mm CONC. SIDEWALK7 120 mm PL. MIX BIT. SURF. 60 mm CR. GRAVEL BASE 200 mm CR. AGO. CRSE. 1.5k CROSS SLOPE = I.5% 15% U Z Z Z W SDWK. ENDS AT 54+70.21 Y Q 0 Z QUANTITIES � o o SURFACING SECTION DESIGN BASED ON zj, AGGREGATE BITUMINOUS MATERIAL THE TOP 0.6 METERS of suacRAOE z I HAVING AN R-VALUE OF 50 a za UNIT ova UNIT COVER PUNT AGO. ASPHALT SEAL FOG TREAT. ui w CEMENT SEAL �� AREA square meters 2.179 3.B36 square meters PER STATION 1816 1816 1816 0 cubic meters PER STATION 217.9 383.6 tons PER STATION 26-91 3.33 F tons PER STATION 496.3 liters PER STATION 363 FILL SLOPES BACK SLOPES Isouare meters PER STATIONI 1816 0 - 3 m 6: 1 0 - 1.5 m S:I 3 - 6 m 4: 1 1.5 - 3 m 4:1 m 31 1 OVER 9 m 2t I OVER 6 m t.Ss 1 TYPICAL A SECTION NO. 10 54+74.92 TO 55+38.42 TRANS- TO TYP. NO. 11 W. COLLEGE STREET 154+80.44 1.5% LT) 155+20.44 -1.5% CROWN) lam', (55+27.It -2% CROWN) L 7.88 m 7.88 m 7.28 4t AGG. TREAT, 1.20 m AGO. TREAT. 1.53 m 3.DO m 0.3 m 0.5 m SDWK. Me 7.28 m FMSEAL. SEAL & COVER 7.28 m FOG SEAL, SEAL 8 COVER 1.S3 m 3.3 m 5.8 m 3.3 m 1.53 m SHLD TRAVEL LANE T.W.L.T.L. TRAVEL LANE BIKE LANE V 131 FILL HEIGHT AT PROFILE GRADE= SLOPE STAKE _ FINISHED GRADE CUT DEPTH AT V Att1A13LE SLOPE STAKE 1 100 mm CONC. SIDEWALK 60 mm CR. GRAVEL BASE 120 mm PL, MIX BIT. SURF, 200 mm CR. AGO. CRSE. CROSS SLOPE 1.5% 4t SDWK. ENDS AT 55+06.76 b n Q QUANTITIES SURFACING SECTION DESIGN BASED ON AGGREGATE BITUMINOUS MATERIAL THE TOP 0.6 METERS OF SUBGRADE ' AGG. HAVING AN R-VALUE OF 50 ro Co x�4 UNIT PLANT CR. AGO. UNIT ASPHALT SEAL FOG TREAT. COVER CEMENT SEAL v 60 3 MIX COURSE N N AREA square meters I.747 3.116 square meters PER STATION 1456 1456 1456 p N 2 cubic meters PER STATION 174.7 311.6 tons PER STATION 21.57 2.67 tons PER STATION 399.5 liters PER STATION 291 1i A C1 .square meters PER STATION 1456 STATE I PROJECT NUMBER SHEET NO. MONTANA CM-STPU 1201(9) 11 TYPICAL SECTION NO. 11 55+38.42 TO 55+55.00 W. COLLEGE STREET W r, CQ L ti o a S.34 m S.34 m i¢ 4.74 m AGG. TREAT. 4.14 m AGG. TREAT. 2 0.5 m, 4 74 m FOG SEAL. SEAL S COVER 4.74 m FOG SEAL. SEAL 6 COVER O.S m 0 1.53 m 3.66 m 3.66 m 1.53 m \\ SHLD TRAVEL LANE TRAVEL LANE SHLD RiABtf� PROFILE GRADE= FILL HEIGHT AT FINISHED GRADE SLOPE STAKE CUT DEPTH AT VggT4 SLOPE STAKE BLF• O 2u 120 mm PL. MIX BIT. SURF. 200 mm CR. AGG. CRSE. CROSS SLOPE _ •2% t CROSS SLOPE _ -2% C.1 Z Z Z seQ M z o OUANTITIES SURFACING SECTION DESIGN BASED ON O O o !CONSTRUCT CUT AND FILL = THE TOP 0.6 METERS OF SUBGRADE SLOPES AS FLAT AS PRACTICAL m (SEE CROSS SECTIONS) AGGREGATE BITUMINOUS MATERIAL HAVING AN R-VALUE OF 50 J Z J_ UNIT UNIT AGG. Q LL o ASPHALT FOG PLANT CR. AGG. TREAT. o�� COVER MIX COURSE CEMENT SEAL SEAL AREA square meters 1. 138 2. 100 square meters PER STATION 548 948 948 cubic meters PER STATION 113.8 210.0 tons PER STATION 14.06 I.74 tons PER STATION 260.3 liters PER STATION 190 FILL SLOPES BACK SLOPES square meters PER STATIONI 948 9 3 m 61 1 0 I.S m 5:1 1 6 m 41 1 1.5 - 3 m 411 6 - 9 m m 3s 1 OVER 9 m 2:1 4.5 - 6 m 2!1 OVER 6 m I I.SII TYPICAL SECTION NO. 12 A55+55.00 TO 55+71.53 TRANS. TO TY P. 3 W. COLLEGE STREET 7.39 m 5.34 m 6.02 m AGG. TREAT. 4.74 m ACC. TREAT. S.19 m FOG SEAL. SEAL & COVER 4.74 m FOG SEAL. SEAL & COVER 0.5 m 1.53 m 3.66 m 3.66 m 1.53 m SHLD TRAVEL LANE TRAVEL LANE SHLD PROFILE GRADE= FILL HEIGHT AT \\ \ I FINISHED GRADE ( SLOPE STAKE VA R1ABtE 114RU E CUT AT SLOPE STTAKE 2.2 m t". mm FL. MIX BIT. SURF. 200 mm CR. AGG. CRSE. i CROSS SLOPE a -2% CROSS SLOPE _ -27 n, N OUANT IT IE S CONSTRUCT CUT AND FILL SURFACING SECTION DESIGN BASED ON Qi SLOPES AS FLAT AS PRACTICAL - THE TOP 0.6 METERS OF SUBGRADE (SEE CROSS SECTIONS) AGGREGATE BITUMINOUS MATERIAL AGG. HAVING AN R-VALUE OF 50 D m UNIT PLANT CR. AGG. UNIT ASPHALT FOG TREAT. O¢sa COVER MIX COURSE CEMENT SEAL SEAL O Or.3 �N N AREA square meters 1.243 2.393 square meters PER STATION 994 994 1077 N N cubic meters PER STATION 124.3 239.3 tons PER STATION 15.35 1.02 tons PER STA110N 284.3 liters PER STATION 199 Ll�¢i square motors PER STATION 994 STATE I PROJECT NUMBER SHEET NO- SU M M All I Y I MONTANA CM-STPU 1201(9) 12 �Q SURFACING oa meters tons AGGREGATE BITUMINOUS MATERIAL square iQ STATION mquo;e tons cubic meters tons liters meters FOR HYDRATED LAN REMARKS MIX PLANT MIX CRUSHED ASPHALT FOG AGG. - LIME COVER BIT. SURF, BIT. SURF, TRAFFIC SEAL GROSS NET + TYPE II GRADE S COMM. GRAVEL AGG_ CEMENT CRS-2P SEAL TREAT. ° FROM TO 19 mm PG 64- 8 COURSE PG 64-28 SS-I 14+9t 00 I6+00. Iz 149.12 149.12 2 8T2 788 662 42.6 5.3 574 2 872 1 TYP. No. 1 16+00. 12 17497.00 106.86 186.88 3 S99 988 830 53.3 6.6 719 3 $99 TYP. NO. 2 = p Q p ZE h Q 2 U p ADDITIONAL SLIRFACING 7 633 1 2 202 59 1 945 119.0 14.2 1 S26 8 597 U TOTAL 336.00 336.00 56 1-4 104 3--9.79 59 463 3 -437 214:9 26.1 2-819 15-068 Z Y F-- o C,Z o 0 Z Q E6 W LL V p�_ N w Q 2 0 7 O I- F ///�/I\ � ADDITIONAL SURFACING (INCLUDED IN SURFACING FRAME) meters tons AGGREGATE BITUMINOUS MATERIAL square STATION motors motors tons cubic meters tans litersFOR meters A _ HYDRATED TEO LAN MIX I CRUSHED ASPHALT FOG AGG.X GROSS NET + LIME COVER BIT, SURF. BIT.IT. SURF, SEAL REMARKS TYPE II GRADE S COMM. AGG. CEMENT SEAL TREAT. FROM TO 19 PG 64_ 8 COURSE PG 64-28 CRS-2P SS-1 15+94.65 16+35.9S INTERSECTION 1 S22 143 104 T.7 1.0 104 522 1 RADII AND MEDIAN $2439.09 PUBLIC APPROACH 357 98 71 5.3 0.7 71 357 S. 20TH AVE, PRIVATE APPROACHES t1I 102 1 74 1 5.S 496 14+51.00 IS+93.86 q142. 142.86 PATH 59 64 429 -- 50658.87 50+88.37 29.50 29.50 W. COLLEGE ST. 1 317 90 7S 4.9 0.6 63 342 TRANS. TYP. NO. 3 TO TYP. NO. 4 50+88.37 51+23.68 35.31 35.31 W. COLLEGE ST. 339 93 69 5.0 0.6 68 339 TYP, No. 5 51+23.66 51+91.i8 57.50 57.50 W. COLLEGE ST. 552 152 ITI g,2 I.o Il0 552 TRANS. TYP. Np. 5 TO TYP. N0. 6 51+81.IB 52r27.18 46.00. 46.00 W. COLLECE ST. 633 174 ITS 9.4 1 1.2 127 633 TRANS. TYP. NO. 6 TO TYP. NO. 7 52+27.18 53+36.10 108492 108.92 W. COLLEGE ST. 1 953 S36 4SS 29.0 1 3.6 391 1 953 TYP, NO. 7 S3+58.68 54+28.92 70.24 70.24 W. COLLEGE ST. 1 128 310 267 16.7 2.1 225 1 128 TYP. N0. e 54+28.92 S4+74.92 46.00 46.00 W. COLLEGE ST. 753 206 160 11.2 1.4 150 7S3 TRANS. TYP. NO. 9 TO TYP. NO. 10 54+74.92 SS+38.42 63.SO 63.50 W. COLLEGE ST. 763 209 166 11.3 1.4 153 763 TRANS. TYP. NO. 10 TO TYP. NO. II SS+38.42 S5+5S.00 16.S8 16.58 W. COLLEGE ST. 1 157 43 35 2.3 0.3 32 IS7 TYP. NO, 11 SS+SS.00 55+71.53 16.53 16.53 W. COLLEGE ST. 1 159 46 39 2.5 0.3 32 173 TRANS. TYP. NO. 12 TO TYP. NO. 3 O ^ SUBTOTAL `�� '\� '\� '\� '�� il-f 3 .2-202- 39 1.945- 119-0 14.2 1 526 597- N j j b m 3� �no q rna vN„Nt. �N N 'ci�41 i STATE I PROJECT NUMBER SHEET NO. SUMMARY IMONTANA CM-STPU 1201(9) 13 GRADING SUBEXCAVATION * CURB wcubic meters cubic meters square meters square meters meters Q� STATION SPECIAL STATION CONCRETE CONCRETE wo STATION STREET EXCESS REMARKS SUB- BORROW GEOTEXTILE REMARKS CURB AND GUTTER VALLEY GUTTER REMARKS EXCAVATION EXCAVATION EMB.+ EXCAVATION NEAT _ a a FROM TO LINE FROM TO LEFT RIGHT LEFT RIGHT = 14+51 50+58.87 55+71,53 6310 6350 COLLEGE STREET °0 12523 4449 14+51 15+82.12 158.B INCL. 12 m & 25 m RADII 17+87 _ 14+51 17+87 5310 5617 j 19TH 14+51 15+90.48 182.3 INCL. 12 m & 65 m RADII 16+39.76 17+87 187.9 INCL. 12 m & 65 m RADII 14+60 16+32.12 4090 19TH 16+46.56 17+87 167.5 INCL. 12 m & 25 m RADII 17+00 17+87 2067 19TH TOTAL 12523 # 0074 # 4449 50+58.87 53+20.64 262.2 50+58.87 52+70 3800 COLLEGE STREET 50+88-37 51+66.29 92.6 INCL. 4.6 m RADIUS + EXTENSION #FOR INFORMATION ONLY 53+10 53+36.10 585 COLLEGE STREET _ 51+66.29 51+85.42 21.7 t" I,z,_,!,a 1.. 54+10 55+71.53 2568 COLLEGESTREET 51+85.42 52+14.74 76.9 INCL. 6.I, 30 & 7.5 m RADII. EXTENSIONS 52+52.59 53+03.11 74.3 INCL 20 m & 7.5 m RADII, EXTENSIONS_ 2 <O TOTAL *&2G 11967-- -A&tO I+Q 53+73.64 55+55 I81.2 2 �v 'SEE DETAIL SHEET !"` ;� ��� I}ig7l�f fY.x �' 53+93.62 55+71.53 178.1 "STABILIZATION GEOTEXTILE i 14+70 1 8.6 APPROACH RT 15+44 4.6 1 APPROACH RT Z ADDITIONAL GRADING* 54+65 23.8 APPROACH RT rri z cubic meters N z o STATION INCLUDED IN ROADWAY SUBTOTAL 771.7 827.I 21.7 a o o REMARKS TOTAL 21.,.7 11 STREET EXCESS ..- o� EXCAVATIONEXCAVATION E MB' + L'.���•• Y U" �.' ^ FROM TO w'i a 51+18 15 PRIVATE APP LT 51+75 40 PRIVATE APP LT 52+39.09 320 SOUTH 2OTH AVENUE p 54+65 65 PRIVATE APP RT H 54+65 30 PRIVATE APP LT MEDIAN CONCRETE CURB 55+33 10 PRIVATE APP LT meters Cubic square 50+58.87 55+71.53 7015 2137 COLLEGE STREET STATION MEDIAN meters meters CONCRETE CONCRETE REMARKS 14+70 25 PRIVATE APP RT CURB AND CURB CRUSHED CONCRETE I5+44 20 PRIVATE APP RT GUTTER AGGREGATE FROM TO TYPE A COURSE 75 mm 16+76 5 PRIVATE APP RT - 16+96 10 PRIVATE APP LT 17+41 10 PRIVATE APP LT 14+51.00 15+ . 287.5 25 129. A17+78 10 PRIVATE APP RT 16+35.95 17+8282.60 60 297.2 39 202.3 14+51 17+87 255 TOPSOIL 1+ 20%) 50+67.92 53+28.18 424. 08 455.5 _ 50+87.87 53+36.10 340 TOPSOIL (+ 207.) 53+67.92 54+28.92 124.8 II 55.5 53+58.68 55+71.53 150 TOPSOIL 1+ 20%) TOTAL A-IAD:d l -1.63 -8-4'0:'4 52+22 10 5' STEP POOLS SEE DETAIL - - TOTAL 7F INCLUDED IN MAINLINE GRADING OUANTITIES SIDEWALK REMOVE CULVERTS square meters meters meters STATION CONCRETE SIDEWALK REMOVE REMOVE SIDEWALK TRUNCATED mm REMARKS WIDTH STATION CULVERT REMARKS 100mm 150mm DOMES PVVCC PIPE REMOVE mm x m FROM TO LEFT RIGHT LEFT RIGHT LEFT RIGHT CULVERT 14+51 15+8212 218.3 482 2.7 7.2 153 _ 14+51 15+9386 132 14+70 1 28.5 610 x 28.5 RCP _ APPROACH 1 1.3 m RT 14+70 52-1 APRON 14+70 28.5 610 x 28.5 RCP APPROACH 12.8 m RT 15+44 52.1 APRON 15+45 28.6 610 x 28.6 RCP APPROACH 11.8 m RT 15+98 45.2 2.7 RAMP IS+45 28.6 610 x 28.6 RCP APPROACH 13.4 m RT 15+95 24. 1 610 x 24.1 RCP MAINLINE 16+ 17+87 194.6 94.4 8 1.53 1 i6+46..56 6 17+87 189.3 1 101.9 1.8 1.53 15+96 7.2 914 x 7.2 RCP PATH 22.4 m LT 1 15+96 8.6 610 x 8.6 RCP PATH 17.3 m LT 52+27.18 20.2 1L.3 0.9 'RAMP20TH Q 16+38 32.7 1651 x 1016 x 32.1 RCPA MAINLINE (SKEW 21' LT)r� 52+52.59 53+03.11 131.7 14.9 1 0.9 3.6 INCL RAMP 20TH N 17+33 36.5 IB03 x 1194 x 36.5 RCPA APPROACH 10.2 m RT 53+73.64 54+70.21 134.3 58.4 1 5.4 1.53 INCL.APRON j 50+74 16.7 457 x IG.7 CMP MAINLINE (SKEW 18' RT) 53+93.62 55+06.76 394.3 96.2 13.2 3.00 INCL APRON 54+65 1,80 APPROACH SIDEWALK RT U 51+76 11.6 1029 x I I l8 x 1 1.6 RCPA APPROACH 15.5 m LT 54+65 42.8 12.8 1-20 APPROACH SIDEWALK LT 4 51+99 28.3 610 x 28.3 CMP MAINLINE SIPHON �a0 Q 52+39 19.1 1829 x 1118 x 19.1 RCPA APPROACH 16.5 m LT 3 53+24 27.5 914 x 27.5 RCP MAINLINE SUBTOTAL 699.1 626.4 241.0 347.5 10.8 42.6 54+28 24.0 203 x 24.0 CMP MAINLINE TOTAL +3255- 688:5 �(7.8, -42:6 -- `I `SIDEWALK IRRIGATION SLEEVES az-TOTAL STATE PROJECT NUMBER SHEET NO S UMMARY MONTANA CM-STPU 1201(9) W O W O O� ¢2 0 WATER LINE �o meters kg each cubic meters each square WATER SERVICE meters STATION DUCTILE IRON PIPE CONNECT WITH DUCTILE IRON FITTINGS GATE VALVE CURB STOP TRENCH BEDDING TO REMARKS CORPORATION STOP CL.51 AND BOX EXCAVATION EXISTINGINSULATION FROM TO 19 mm 50 mm 150 mm 250 mm 350 mm DESCRIPTION kg. 150 mm 250 mm 350 m WATERm 19 mm 50 mm MAIN 51+55,03 56+10.05 357 1108 255 51+55.00 51+74.00 24 a 51+55.d3 1 1 �O 51+58.03 350 mm•45"BEND 73 5.71 LT 51+59.27+60.44 18 350 mm-45' BEND 73 5.77 LT 2.90 LT 1 Z97 LT 51+60.84 18 1 2.99 LT Z 52+35.79 9 350 mm X 150 mm TEE 83 20 4 1 4.81 LT ,6 z 53+19.00 53+98.00 Y F 53+27.43 97 �zo 1 4.95LT 00 +38=19 4 350 mm X 250 mm TEE 103 10 2 ? 4.96 LT 53+59.38 o a mm X 350 mm TEE 127 1 v w 53a84,00 4.99 LT 1 4.99 LT 0 ~ 53+67.87 360 mm X 150 mm TEE 83 4.99 LT 54+35.51 13 1 5.02 LT 54+70. 11 3 1 4.21 LT � 54a70.63 03 5 350 mm X 150 mm TEE 83 1 54+96.00 55+1000 11 9.13 LT 55405.81 3S0 mm•45" BEND 73 14 2.17 LT %+09.08 I 350 mm-45° BEND 73 1A 4 9B LT 55+10.05 1 4.92 LT SUBTOTAL 13 36 14 4 357 771 1 4 1 2 �� 7 135 1 COST SHARE-755E STATE 25%CITY 52+35.95 53+38.18 1 13.83 LT 53+38.19 b 1 12 3 13.95 LT 53+69.16 53+59.38 9 1 23 6 3.94 LT 53+67.67 12 53+6753 5 1 17.0 LT SUBTOTAL 12 5 9 2 1 1 , FUNDING CITY TOTAL 1-3 36 26 9 36.6 1 771 1 3 1 5 1 2- 7 1 1 -135 BASED ON WEIGHTS PUBLISHED IN AWWA C-153 FOR MECHANICAL JOINT FITTINGS-FOR INFORMATION ONLY 0 i aj..'tr•I �_ Item Units Cost per unit Quantity Mobilization Lump Sum $7,688.97 1 Miscelanious work Units $1.00 28225.04 Traffic Control - CB Units $0.73 406532 Public Relations Lump Sum $25,000.00 1 b H Temp Erosion Control Lump Sum $5,000.00 1 MPDES Permit Fees Units Retaining Wall M2 $1.00 675 -mQ $222.42 86.5 to 3 3M Wide Asphalt Bike aMi! Path (53+60-54+60) RT d College St. M2 $36.00 337.1 STATE PROJECT NUMBER SHEET NO SUMMARY MONTANA CM-STPU 1201(9) 15 PAVEMENT MARKINGS ADJUST WATER SERVICE LINE WATER .VALVE BOXES EACH EACH ¢o ITEM UNIT INTERIM FINAL TOTAL STATION REMARKS STATION ADJUST REMOVE REMARKS a¢ APPL(CATION.APPL(CATION ADJUST 0 4 PAINT EPDXY _ * LEFT RIGHT LEFT RIGHT } 51+22.9 1 12.2 LT 14+52.5 1 12.6 PIT WHITE PAINT L --Ml- 3.41--,iA WORDS & SYMBOLS - WHITE PAINT L +571 I'5't a YELLOW PAINT L 4z- 42 _ WORDS &SYMBOLS - YELLOW PAINT L .Ih-- .S-1 _ 50+66.4 1 2.7 LT WHITE EPDXY L 2-2-7 --7 55+31.4 t 4.4 LT YELLOW EPDXY L 2t' M +1 - WORDS & SYMBOLS - YELLOW EPDXY LI I^7- 4 - - - 200mm WHITE PLASTIC M 2-45 Q4-5 I B 6 SUBTOTAL 2 I 2 O 600mm WHITE PLASTIC M 54 5-7 TOTAL 1 TOTAL 3 q WORDS & SYMBOLS - WHITE PLASTIC M' tO5.-'4' +-0 COST SHARE - 75% STATE, 25% CITY D U COST SHARE - 75% STATE, 257 CITY YELLOW CURB EPDXY L 4B•2- 492 Y TEMPORARY PAVEMENT MARKINGS KM at2 APPLICATIONS ADJUST WATER MAIN FIRE HYDRANTS _ Li z EACH EACH u Q Z¢ RFIREE INSTALL REMARKS �zo STATION ADJUSr REMARKS STATION HYDRANT HYDRANT w M FINISH GRADE CONTROL LEFT RIGHT LEFT RIGHT .aUjzg course 14+94-B 1 13.7 RT LLo kilometers - � 14+94.8 ( 16.3 RT Q¢- STATION FINISH REMARKS 50+66 .1- 203 mm 10.5 LT 15+0 7,s I 13.7 RT < GRADE 56+70.B 1 i 699RRT linear feet = FROM TO CONTROL - 5T+71.2 1 10.76 RT 14+51 17+67 0.66 SPECa,L BORROW-M,4INLINE 4 LANES 53+66.2 1 17.1 LT 14+51 17+87 0.68 SUBGRADE-MAINLINE 4 LANES 53+73.1 1 1 1.4 LT 14+51 17+87 0.68 BASE C URSE-MAINLINE 4 LANES SUBTOTAL 1 1 3 1 i 1 3 50+56.87 52+27.18 0.26 SPECIAL BORROW-CONN.TO PTW 2TO 4 LN TOTAL 14 4 50+58.87 52+27-16 0.26 SUBGRADE-CONN.TO PTW 2 TO 4 LANES TOTAL -d�;�; E COST SHARE - 75Z STATE, 25% CITY 50+58.87 52+27.18 0.26 BASE COURSE-CONN.TOPTW2TO4LN COST SHARE - 75'Z STATE, 257 CITY CITY FURNISHED - SEE SPECIAL PROVISIONS 52+27.18 53+36.10 0.22 SPECIAL BORROW-CONN.TO PTW 4 LANES A 52+27.18 53+36.10 0-22 SUBGRADE-CONN.TO PTW 4 LAN-ES 52+27.18 53+36.10 0.22 BASE COURSE-CONN.TO PTW 4 LANES 53+58.68 54+28.92 0.14 SPECIAL BORROW-CONN.TO PTW 4 LANES_ MANHOLES IN PLACE CURB STOP & B O X 53+58.68 54+28 92 0.14 SUBGRADE-CONN.TO PTW 4 LANES _ EACH EACH 53+58.68 54+28.92 0 14 BASE COURSE-CONN.1*0 PTW 4 LANES 54+28.92 55+71.53 0.21 SPECIAL BORROW-CONN.TOPTW2TO4LN STATION ADJUST REMOVE REMARKS STATION ADJUST RESET REMARKS 54+28.92 55+71.53 0.21 SUBGRADE-CONN.TO PTW 2 TO 4 LANES MANHOLE MANHOLE 54+28.92 55+71.53 0.21 BASE COURSE-CONN.TOPTW2TO4LN LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT TOTAL 4.53 14+96.3 ( SANITARY SEWER 51+22.7 I I6.B LT 16418.1 1 SANITARY SEWER 17+41.5 1 SANITARY SEWER SUBTOTAL 1 SUBTOTAL 2 1 TOTAL 1 TOTAL 2 1 COST SHARE - 75% STATE, 25% CITY COST SHARE - 757 STATE, 25% CITY Ica SANITARY SEWER 02 TOPSOIL & SEEDING meters EACH cubic meters LUMPSUM PVC SANITARY q V cubic hectares _ STATION PIPE MANHOLE CONNECT TO BEDDING' TRENCH BYPASS REMARKS meters "a _ EXISTING EXCAVATION PUMPING '' STATION SOR35 TYPE( PIPE ry N TOPSOIL SEED FERTILIZER CONDITION REMARKS FROM TO 200mm 1200mm N j SALVAGING SEEDBED MULCH 16+14 16+15 1 1 1 5 FROM TO & PLACING NO. I NO. 2 NO. 3 NO. I NO. 2 16+15 16+35 20 1 9 10 _ �. v _ 14+51 17+87 214 0.2 0.2 0.2 19TH 16+15 1 1 0.5 5.7 LT 'a O 50+56,B7 53+36. 10 285 0.3 0.3 0.3 1 COLLEGE ST - - 70 N�r 53+58.6s 55+71.53 124 b.1 b.1 0.1 1 COLLEGE ST 2 N N TOTAL £23' 0t6-, 6.-Fy 0:S- 1 TOTAL 21 1 1 2 ��� '�. 0.5 \ 1 la A 4) 5 p u Q �lr ri>t Z `FOR INFORMATION ONLY 9 � ��+ COST SHARE-75%STATE,25%CITY STATE I PROJECT NUMBER SHEET NO. SUMMARY MONTANA CM-STPU 1201(9) 16 STORM DRAIN meters cubic meters W o each meters STATION RCP IRRIGATION RCPA - ti IRRIGATION TRENCH CONNECT COMB. MH MANHOLE COMB. CLASS 3 REMOVE BEDDING REMOVE TO FIELD INLET TEE MH CURB INLET SLOTTED REMARKS CURB INLET TY3 MH 1200 mm X DRAIN W° CLASS 3 CLASS 2 CULVERT MATERIAL EXCAVATION MANHOLE EXISTING TYPE 1 TYPE 3 TRASH ° 920 mm SPECIAL Ty IV DI GUARD Q Q FROM TO 300 mm 450 mm 600 mm 1500 mm x 570 mm PIPE LEFT RIGHT LEFT RIGHT 1200 mm 1200 mm ISoo mm DESIGN 1200 mm 1500 mm LEFT RIGHT 300 mm ti U- 14+SI 15+10 59.0 22 115 - - ° 15+10 - 22.0 15 1 15+10 15+70 60.0 23 160 -- - -- 15+70 22.0 IS 15+10 15+90 20.0 8 60 15+90 23.0 SS 15+90 16+31.37 41.5 16 135 - 16+31.67 17+87 a 157.5 435 1680 1 7+70 27.o a 10 1 I I - x C O 50+56. 17 53+55.39 299.S 827 2555 I - O G, SI+99 1.5 10 1 I 51+93 18.0 S 52+53 8.0 53+24 39.0 1 18 25 1 I 53+48.07 - - - -- I U z S21.0942.5 25 55 - viz 54+04 1 26' SKEW RT Y F 54+04 54+25 23.5 10 - -0 - z gz o 54+25 1 4 54+25 54+29 14.5 5 _ _- -J 54629 1 - - z a 5029 54+63.50 34.5 15 54+6 50 S.S 3 20 I 1 w- 54+63 30.0 Ui IS I 1 o 54+62.9 I F 54+46.8 10.7 RT 71.g 54+63,3 31.2 457 mm RCP RT 54472.2 18.0. 457 mm RCP RT SUBTOTAL 3 2 1 5 4 TOTAL 2-30,0 I-a 44--5 457:-0 42:5 74 .139-7 �� 2 ( 3 9 FOR INFORMATION ONLY -^4" 4,7 _ rc -� - - u INCL. 4 - 22,5' BENDS ,�R•R, �� (, ������ } - i i NOTE: WITH NEENAH R-3067 OR EQUAL WITH 450 mm X 900 mm GRATE NA REMOVE IRRIGATION STRUCTURE FENCING EACH meters each meters STATION REMOVE REMARKS STATION CHAIN FARM FENCE IRRIGATION LINK TEMP. FARM FENCE PANEL DEADMAN - TYPE FARM GATE REMARKS STRUCTURE FENCE TYPE F2W- TYPE F3M TYPE FROM TO 1.2 m FENCE 813WW 990WW F6M FSW SINGLE DOUBLE TYPE G2 TYPE G3 1 3 51+15 1 WOOD BRIDGE LTIRETA1NiNG WALLS Li 14+51 1 +93.54 150.5 LT 51+49 1 RETAINING WALLS LT 14+51 14+64.94 14.0 52+24 1 (IRRIGATION STRUCTURE LT 14+73.50 15+40 66L RT 52+63 1 WOOD BRIDGE LT/RETAINING WALLS LT 15+49.54 54+59 13R2 RT 54+71 55+10.35 40.7 _RT TOTAL 4 - RT TOTAL 2M4 15.0-5 -804-.6 1 ,�� -3- 2 a CQ m MAILBOXES W C) EACH MONUMENT BOXES MISCELLANEOUS ITEMS new STATION REMOVE MAILBOX MAILBOX MAILBOX REMARKS EACH square meters cubic meters LUMPSUM W u CLUSTER p� 4s STATION GEOTEXTILE 0 STATION SETREMOVE REMARKS PERM.EROS.CNTRL. RANDOM RIPRAP REMARKS 16+93 1 MISC. o 16+91,6 1 HIGH SURV. ITEMS 1E m LEFT LEFT CENTER RIGHT FROM TO CL,1 CL 2 a , 117+35 1 LEFT CLASS C O 17+40_g 1 103.2m LEFT-S 20TH AVE 16+20.35 1 SECTION CORNER 11, 12.13.14 Co 3 Q 52+18.29 52+24.39 45 18 1 STEP POOLBERMS Lj o 3 51+22 1 LEFT 52+39. 10 I _ SOUTH 2OTH AVENUE & NORTH R/W LINE 17+20.3 1 CONC.SIGN BASE 16.5 m RT. N 53+66 1 LEFT SUBTOTAL li 7i 1 TOTAL 4 2 TOTAL t TOTAL 45 T 1 fR FOR INFORMATION ONLY - r�.r STATE I PROJECT NUMBER SHEET NO. DETAIL MONTANA CM-STPU 1201(9) 17 0.B 3� � tY i~ NATIVE GRAVEL 0 SUBEXCAVATION DETAIL CONDITION A 1.5 m TRANSITION TO LAYDOWN CURB USE WHERE DEPTH TO NATIVE GRAVEL STRATUM ("d" - SEE CROSS SECTIONS) IS 1.2 m OR LESS Lill I a 2 p 2 0.83 m cl CONTRACTION JOINT EXPANSION JOINTS COMPLETELY AROUND SIDEWALK SECTION STABIE1 d.• z GEOTE TILE) of CONTRACTION JOINT z GEOTEXTILE 0 n z Z - - YF EXPANSION JOINTS =0o NATIVE GRAVEL AT CURB RETURNS SUBEXCAVATION DETA BACK OF CURB oFe CONDITION B VARIES a¢ USE WHERE DEPTH TO NATIVE GRAVEL STRATUM 1.53 m TYP. ("d" - SEE CROSS SECTIONS) EXCEEDS 1.2 m 4- 50 TO 63 DIAMETER BRASS CAP WITH ROUNDED TOP, SET FROM REFERENCE POINTS. STATE FORCES TO MARK MONUMENT POINT IN CAP PLAN VIEW AFTER INSTALLATION. STREET PAVEMENT—` 11 — —3 mm TO 6 mm BELOW PAVEMENT 1.53 m VARIES RAMPS. FLARES & LANDING AREAS SIDEWALK DRIVEWAY APRON �1 150 mm CONC. (28 MPo) REINFORCED 150 mm TO 225 mm, BUT A STATION & OFFSET OF WITH 0.7 k /m' FIBERMESH OR NO DEEPER THAN 13 mm i CURB RAMP CALLOUT i 9 , SLOPE VARIES 1.5% SLOPE STREET 152.4 x 152.4 x W5.26 mm WWF ABOVE BOTTOM OF BOX. f-- SURFACE FULL HEIGHT '� �i �� - r CURB TOP BACK OF LAYDOWN CURB w 0� O` ELEV. + 155 mm o Q mr (J ( �� 90 mm PL MIX 1 qj (\ (� n (�„ (�( 0 Cl C —J 150 mm CONCRETE CURB & GRAVEL BASE 150 mm CR AGG CRSE Av 63 mm INLAND FOUNDRY CO. 150 mm CR AGG CRSEGUTTER MIN.— PATTERN N0. 1034OR APPROVED EOUAL. ,� I LEAVE GRAVEL EXPOSED SECTION VIEW FLARED SIDE �� 100 mm CONC. SIDEWALK 90MINmm FOR DRAINAGE. �•I I 1L. /yo ------ CL "D" CONCRETE TRUNCATED DOMES POURED IN PLACE OR PRECAST BOULEVARD APPROACH AND SOLIDLY PLACED. 0.75 m LAYDOWN CURB I _ BACK OF CURB NON REINFORCED 150 mm MIN.. 1.5 m --- ROUND OR SOUARE WITH 13 mm FLARED SIDE CHAMFERED CORNERS OR REINFORCED PRECAST 100 mm SQUARE WITH 13 mm FULL HEIGHT CURB CHAMFERED CORNERS AND 4 NO.6 REBARS. NOTE: ALL DIMENSIONS mm UNLESS OTHERWISE NOTED. e CURB RAMP DETAIL MONUMENT BOX DETAIL N SUBEXCAVATION DETAILS CURB RAMP DETAIL MONUMENT BOX DETAIL BOULEVARD APPROACH Ritll"�' NO SCALE STATE PROJECT NUMBER SHEET NC, DETAIL I MONTANA CM STPU 1201(9) '18 ALL GUARDS TO HAVE (1 ) CROSS BAR, /r 9.5 TYP. ALL INTERSECTIONS 1500 AND LARGER TO HAVE (2) BARS EOUALLY SPACED ROUND G V X PIPE SIZE H o U 1 - 300 64 !/ 1 ------ - 375 76 z 450-600 102 II 22.5' !! I / 675-900 127 / / I 1050-1350 153 I I, 1 1500-I800 178 I 1950-2250 203 I I 1 U 1 I ------ HOLE DIA PIPE SIZE REQUIRED BOLT DIA. BAR SIZE I shoo I 300-600 19.0 15.9 15.9 HINGED CONNECTIONS 675-1200 22.2 19.0 19.0 4 z l- -- _- - - - {- - --- 1350-2250 28.6 25.4 25.4 z z PLAN VIEW BOLT LENGTH = PIPE WALL THICKNESS + 64 a cm ' :5� MITER BEND DETAIL ASTM A-3I STEEL BAR a3 J^ PRIME & FINISH PAINT WITH Z _ ---__-_ SILVER ZINC-BASED PAINT a oW- I �o I 0 1 I ��► I 0 ---------------------- (� 4 H A ELEVATION VIEW FRONT VIEW TRASH GUARD FOR FLARED END SECTION SANITARY SEWER REPLACEMENT S 19TH AVENUE 1478 z -t RIM : 1,476.53 E e 1477 _. f I EXISTING GRADE 1476 t -'- -- - I I I —s FINISHED GRADE 1475 } 2Q0 mm xl 1.6 m' 20 owl c 20.0 m: 49E % E PV SANITARY. — - 1474 S ER PIPE 2 1473 ro�Q W� i --hW-o� X h �W.3o.to kN TRASH GUARD �0. ,. �^ 3 n voui3 —I -+ ! I— ! `'o4'c'u�: �v =''v`� QW I - I.39az W MITER BEND DETAI �c21472 u+v � - 3= SANITARY SEWER �I� `�uic=_ in REPLACEMENT '\ r � ALL DIMENSIONS ARE M1L L!METERS 1 IIL NO SCALE �^i� _- (mm) UNLESS OTHERWISE NOTED. STATE PROJECT NUMBER SHEET NO. DETAIL MONTNA CM-STPU 1201(9) 19 1200 mm x 50 mm THICK POLYSTYRENE RIGID BOARD INSULATION 150 mm ABOVE WATER MAIN WHERE COVER IS LESS THAN 2.0 m w (I.5 m MIN. COVER WITH INSULATION) a m MIN. TH(SINGLE LENG OF PIPE. NO JOINTS) q5' DUCTILE IRON BENDS. DUCTILE IRON PIPE mm EXISTING GROUND MJ WITH 19 TIE RODS o SIZE TO MATCH EXIST. 3.0 m MIN. IN EVERY OTHER AVAILABLE ----- ----------------------- 1-1 SUBGRADE a BOLT HOLE. _ i M31 GR.60 BARS WITH _ °a o BITUMINOUS COATING I-I _III TRENCH WIDTH = 0.D. OF PIPE + 915 m > • In ° El 1200 mm x 50 mm THICK POLYSTYRENE I STD. TRENCH Q� -III RIGID BOARD INSULATION _I I BACKF ILL 150 mm ABOVE WATER MAIN WHERE TRENCH m I-I COVSRmIS PLUG MN WITHINSULATION). COVER WITH INSULATION) I I MIN. =III MATERIAL- COMPACTED BEDDING MATERIAL ? PVC PIPE: OAGGREGAT ti Ld CONCRETE THRUST BLOCK �IIII NON2RGRADA�ONE(STAND RDE III o u BEARING AREA PER TABLESpi DUCTILEF IRON IPIPE01.01.2) NEW STORM DRAIN RCP PIPE = I-I CR. BASE CRSE GRADE 5A II 1.2 m WIDE x 5.4 m LONG � _ ED x 50 mm THICK POLYSTYRENE w BOTTOM RIGID BOARD INSULATION - MIN. 0.3 m BOTH ENDS -) I I > _I I OF TRENCH OF PIPE SECTION BEAR 150 mm BELOW WATER MAIN • 15d u I- ON BEDDING MATERIAL z Z III I II . . ' . .°_ °_'I I 1200 w T BEDDING ua WATER MAIN OVER STORM DRAIN 1=I . , • ° • I- SIDE VIEW mZo i J STD. TRENCH SUBGRADE z a I-I • • ` I- BACKF ILL o TRENCH TRENCH WALL WALL Q NEW STORM DRAIN RCP PIPE I-I ` • ° ' I- 0� 1.2 m WIDE x 5.4 m LONG _I I PLUG = is 50 mm THICK POLYSTYRENE LIMIT ~ RIGID BOARD INSULATION - DUCTILE ITO MAOTCH (PE EXIST. = PLUG 150 mm ABOVE WATER MAIN LIMIT *1---MIN" 90 900 !4-7 III III III III III - a 100zGR.60 BARS AS CUSION9 mm SLAYYERHED AWTH ENGINEERSSHED GRAVEL AAPPROVY BE AL.`, ITUMINOUS COATING WATER MAIN AND SANITARY SEWSIn 45 DUCTILE IRON BENDS. BEDDING DETAIL l MJ WITH 19 mm TIE RODS IN EVERY OTHER AVAILABLE BOTTOM OF TRENCH CONCRETE THRUST BLOCK 3.0 m MIN. BOLT HOLE. 1. INSTALL TRENCH PLUGS 100 m ON CENTER - SEE SPECIAL PROVISIONS. PLUG LIMIT BEARING AREA PER TABLE 2. COMPACT SIDE FILL IN 155 mm LAYERS TO DENSITY SPECIFIED FOR 0 m MIN. ADJACENT EMBANKMENT. SEE SECTION 203.03.3 OF THE STANDARD SECTION VIEW 6. 1 SINGLE LENGTH OF PIP NO JOINTS) SPECIFICATIONS FOR THE DENSITY REQUIREMENTS. NOTE: CONSTRUCT AT 100 m ON CENTER ON WATER MAIN UNDER STORM DRAIN STORM DRAIN TRUNK LINES AND ON WATER MAINS. SEE SPECIAL PROVISIONS. NOTE: NOTE: TRENCH PLUG DETAIL ROMAC "DUCTILE LUGS" OR APPROVED EQUAL MAY BE USED TO FACILITATE ENCASE NEW DIPIPE WITH 2-PLY TIE ROD INSTALLATION. MEGALUG OR UNI-FLANGE JOINT RESTRAINTS MAY POLYETHYLENE PIPE WRAPPING BE SUBSTITUTED FOR TIE RODS. PER AWWA C105. DIMENSIONS FOR THRUST BLOCKING e FITTING TEES & PLUGS 90' BEND 45' BEND & WYES REDUCERS & CURB INLET o A SIZES 22 1/2' BEND q o q o mm A B A B A B A B ±1080 TRANSITION GUTTER PAN G O APPROX. 6 : 1 TO MATCH 100 0.5 m 0.4 m 0.5 m 0.5 m 0.5 m 0.3 m 0.5 m 0.2 m FRONT OF INLET 1 o v o m 150 0.6 m 0.6 m 0.7 m 0.7 m 0.6 m 0.5 m 0.5 m 0.3 m " 200 0.8 m 0.B m 1.0 m 0.9 m 0.7 m 0.6 m 0.5 m 0.5 m a ALL DIMENSIONS IN mm 250 1.0 m I.0 m 1,2 m 1.2 m 0.9 m 0.8 m 0.7 m 0.6 m o n UNLESS OTHERWISE NOTED c 6 oq 300 1.2 m 1.2 m 1.4 m 1.4 m 1. 1 m 1.0 m 0.8 m 0.7 m , 350 1.6 m 2 m 2.0 m 1.5 m 1.4 m 1.0 m 1.0 m 0.7 m /y P WATER MAIN ADJUSTMENT NOTE: BEDDING DETAIL Tco om il THIS AND 9ABLE kgS BASED AS01L N 1030 PRESSU kPa RE PRESSURE BACK OF CONCRETE CURB & GUTTER TRENCH PLUG DETAIL v-3 �No CONC. CURB TRANSITION WATER MAIN ADJUSTMENT DETAILS CONCRETE CURB TRANSITION NO SCALE NOT TO SCALE STATE PROJECT NUMBER SHEET NO, I DETAIL MONTANA CM-STPU 1201(9) 20 wI m J c� 1 370 TH TYPE R NEENAH R-3246-A DITCH FLOWLINE ELEV. I u" WI w a• <LL SEE CROSS-SECTIONS ix �-�I mo DIAG ONAL REVERSIBLE wo Z GRATE OR EQUAL - - INLET CASTING �¢ V OI NEENAH R-3238 ct 16 mm DIA. SMOOTH ROD OR EQUAL a a _ _ I o (THREAD EACH END) h - - ---- / Q CURB FLOWLINE o CUT OFF CURB HOOD AS NECESSARY FOR ADJUSTMENT a o E 0 ' ( �_ > COMBINATION i MAN HOLE AND CURB o 762 STORM DRAIN mm DI OPENING INLET ROOF SLAB ' LATERAL ♦ E • E 0 1200 mm ITYPE 3 MH . m of 0.75% MIN. GR. 2 p ¢ p i ti ¢ 2 a I E m SEDIMENT CATCH o BASIN N 750 R.C.P. CLASS 2 w 0.75% MIN. i WALL "B" (AASHTO Jo m FLOWLINE 0 ' - • M 170M) wZI z ELEVATIONI - " ° • • ° •_ tam 370 v" Z aw coo 152.4 x 152.4 x MW18.71 WIRE MESH "old' Z¢ I SEDIMENT CATCH a STANDARD UNLESS OTHERWISE ww o .-z o STORM DRAIN JJJ I BASIN NOTED ON PLANS - - =o S LATERAL • FLOOR SLAB CURB FLOWLINE COMBINATION MANHOLE ALL CONCRETE IS CLASS "DD" NOTE: I AND CURB INLET ROOF SLAB �J^ • a • • ' OR APPROVED EQUAL k4 ' oZ Q z " AI • F FIELD INL E T STANDARD UNLESS OTHERWISE 150 I F v NOTED ON THE PLANS. o" COMBINATION MANHOLE AND CURB INLET SPECIAL DESIGN MANHOLE DETAIL cr wI MANHOLE RING & COVER lI u w w. YU z w�I 370 NEENAH R-3246 A ww r�A CONCRETE u ,,.���� WITH TYPE R �oI ADJUSTING RINGS �I DIAGONAL REVERSIBLE SEAL ALL JOINTS!' I GRATE OR EQUAL l ° TYPE 3 MANHOLE A` G1 CURBj"_l_ jr(THREAD mm DIA. � a ROOF SLAB A _- OTH ROD EACH END) I p� 458 CONCRETE PIPE EXTENSION WITH 1 I FLAT TOP o ( ( Z NOTE: ^ > I I a USE ECCENTRIC TOP • ° T62 915 I I I PRECAST TEE MANHOLE WHERE ADEQUATE SECTION WITH I I HEIGHT IS AVAILABLE. • ,• > , • > i 1 I I ----------� 1.200 m RISER I L-- 150 ITYP, ) > > I 1 mo MANHOLE STEPS #13 BARS AT I 150 MIR. )305 O. 1 I n SPACEDCEQUALLY 1 w rn i • I S� / w •• \ � FLOWLINE I! I " I �/ a 0 ELEVATION > f:. . I i ^ PRECAST TEE SECTION O •- . > WITH 1.200 m RISER 300 mm > a n > 300 mm w , RCP IRR I RCP IRR I A I 1 A MANHOLE OFFSET > , FLOW " I CALLOUT FROM a • • s , , > > , - > > > a I i ROADWAY CENTERLINE i i A A i •°• • • i 1. i ---------------------- > • •' R o ^ 1 52.4 x 152.4 x inHi A MW18.71 WIRE MESH I SECTION A-A ti NOTE: 1200 mm X 1500 mm TEE MANHOLE DETAIL 4 ORL APPROVED EEQUALDDa STORM DRAIN tl O N! MISC. DETAILS CURB INLET �NNZ Qj I ALL DIMENSIONS IN mm NO SCALE UNLESS OTHERWISE NOTED STATE PROJECT NUMBER SHEET NO. STORM DRAIN DETAIL MONTANA CM-STPU 1201(9) 21 ��i�I I Ili PWR L(7 W I� CO 2 2 m ~Q l i V1 n 11 II L R~ !! Ir" 11 N 1 PI =16+67. 52 o� I liE w inl1 1 1 4 =2" 20' 17" (LT) T =20. 41 m of — ° O r ti L =40.81 m Z� o u I'I x E =0.21 m Go ++ �o m tc;r I 1 1 --� s 19 . I,, d _ - � ZEP \ - r ------------------------------------------^ -------------_________________________^'----- -- WRR 1!_C�,II�I`(•1��_= 19" i.-~-�`=-=_�W trA 2 oImo.-I (S 1 ti) - -- - »-----_ -- -_—�- � cas Et �as —5 — — — — — — — — SAN —SAN — — — — — SAN- a - - — -- __P T3+4T ( jr�l I ate — — — — — SAN SAN —S[L�_---_-__ --59N=-=-=- ,-=SbN= _ _ _ _ °____ - I SOUTH 19TH AVENUE p^ qg' 17" W - ------_--- -- ---------- - - -- -- ---- --_ __- ----- ----- --------- -- _ I __ ---- - STAk — STM --- -----SfiM SYM ---,FfT'M — ---^- . ' -5, -- __ __ \ N �' 30' 1 7" W �OT' I E =___c° ------ =-- ---------=- - ---- --- ---- - --- --- ---- ---- - - __--- N in 71• 1 _ __-_. _ Jif3". _ _.-__ -� _--__ -� I I _ _ M _S�lal tjl uSa — f� W •1* N W — — — _-®— ?J - = ------SUM-- -- ---- ----------------------------��---•r------ z - ------- --- ---------- ` ------------- - 1 r ------------ I I NZO ----1--J-------- _-.------- +_-{..-- -_-f \ W W 1-- L W W __w--__ In O r of NQ_ coo a �� �F a c a m 7 a 111, ^n I 1� m ocr ai a o as E I cc Ln Ln es E E - E 1 1' I'IIi 11i 11 I rIxIrm E = I � - N - 1 ,I rr 11 I lil K F E ~ r o ~ o ~ o 0 1 „ 1111 I 'III I -o W W - N r.]-O' 'o Z J O O J J J 1 11" `� II I I M Ifl O N N d N d N d _ � 11 I I 1 .-N • N Y N Y N - } OI ( Q1-_N t�O N Q\ N OO H ' - W W O'W X O•W X N W X O W W X X J E J E J E J Ili n,; uI I I �rvl- E o OJ rnJ ? E E -9E E ? E E -? EI t�n„ ul E oa oZE oZE o E o o E o 0 E o o f I 1111 nll -NVlO tim „o [f] -O ti m r`O m m m O OI m I I„ I rl 1 1 I r'r!In m I+l O +w + O +J O +xO +0 +wO +O +�O +0 + P4M�1 1„ 111 ++++0 - tn U O rn N Ln U O m N rfl U O If1 N In U r7 1 11 I 1 1 l0 l0 l0 10 lfl n d ti 7 0 I u 1 1: fl l V2 A 1 � 1479 RIM = 1,478, 10� ! 1479 RIM _ 1476.95 o RIM = 1477.25- 1478 1478 o � 4 O 1477 1 _ 1477 _, -1.444. z' a 1476 1476 a o w -- - O ^ W 1475 `% '�` o W 1475 T b /.g/. _ 450 mmx59.6 m + �- 1 RCP IRR. GL. 3 � - I _�.. o _' •' �FL = 1474.04 1474 1474 450 mm tow �— I - �- - — - x20.0 m 5 RCP IRR. 450 mm x 4 m 1473 1473 - - 450 mm x 60.0 m RCP IRR.I CL+ 3 CL. 3 RCP IRR: Cl,. 31 s (' - --- E L- I- 1 -- zE 1472 �QQO�W5�.o m1472 147 / ! Nop 1 �� °'°a { _ � '- — _ _ ! — - -0:s3,z 147 / — 1 17 n 4 m }I - iri to 1 - I o v r v v - - �' o, 1 1500 mm x 140:5 RCP_IRR. CL 2 _ - a-i' vi o 3 t--+ —I v v 3- a v�3 I „, .ci ' 1470 7 N O 1470_ _ _ 1. I u.Is I I I II .1.a 1� n..>a r. ra -� _ _ _ _ _t._.-.._ W a a.: - I CrnN2 =ln2W r �- I 1 - - �—I• � - o� � - - - - :••�',�� -i � I' j-• '- f --j-- - -1---�!�__ i I 1 r".�» '`� Fines 1 I STATE I ROJECT NUMBER SHEET NO- ADJUST WATER SERVICE LINE STORM DRAIN DETAIL IMONTANA CM-STPU 1201(9) 22 51+22.9 12.2 LT I LLJ ? i w o LC) .71 Ln ' > ::I ADJUST WATER MAIN iff a 50+66 PI =51+84. 78 wo = A =3° 53' 15" (LT) `¢ R = I, 250 m — til an d ! - ao T =42. 42 m �l L -84. 81 m !I E =0. 72 m + 2 1 I o II In 131 �-J.. r- -___ ♦ /�/ CL 1 W- STM -STM - S -STM �—-;.STM -STM 7L- rsTw1P ------- -��-►R---- "� ------- -- o as - - - -i - - -- =--n 5=�- , _ ;=-GAS - - --- GAS - - �rf - I GA� - - - GAS/- _ GAS 1 - GAS - - - GAS j `\- J V = _ - _6 5= _ ¢ r _- " - �__ _ - --- -� 47- - W - ---- ..� / _ _ i"� T W a _ _=_ ____ E =__ - ram- _ fr — COLLEGE STREET _ __------ -- _ E E ®11- ---- - - I. z FO — — — FO — — — — — FO — — — — — FO — — — —— FO -_-- 10 - � i `t~0 --� LF-====Ek = 30 , Z — fib — -_ =_=f- ---------- ----- --------------'=_--- — a ----------'- t� �— m¢ ! - - - - - _ - F - - - -- F - - —_ F�- - t! P1YR - - - - FO - - - - FO - - - - 0 0 0 - -- - TEL--- - TEL--- - --- FO - +LL- � --- -TEl--��3F +EL a Q a , o P i =5 1+00. 6T O Ln f ,it W1S r 1 I = ac ¢ ow_ m =3" 49' 37" (RT') + w ui wLU E rr LU IWi� it W ¢Q F R =1. 250 m v E �CL ¢ E a E v I u I I I" E _� J p T =41. 76 :n E Jc E o E a a E II't ri ynii W �I I I ~ ,004 L =83. 4,9 m �o z E Fo E m ¢ 0 11 �'n > 11 Jo o O I I o owv E =0. 70 m N n Jm� ¢ x o_^ o x a �'^ II II �1S r' I I c`In li 2 �o m c E co ¢ - '- E¢ uix "'max "'wx E Nx `�"wx E H Nx I,,,N a _ E m p1 I I ll u m ( I Ln E I- E E ° ?E w —E m z E o z `°E /1 II - I I o f Ino= mo mm E mm E of In rn E vm�a v E II i luu - 1 I E n-0 In +O +O 00 +=00 If 1 Z O C.¢O r'I W U W M N 1 '' V) I I I+l N�'-3 N W N N C.u O �Iy - A I 1 1 4l II III.. 11 I I 1479 1479 1478 1478 _ I 1477 RIM = 1476.39 RIM = 1476.33 1477 I -RIFT 1475.92 MY = I476.05 --flN<SRED GRADE 1476 a - 1476 1475 v EXISTING GRADE I z 3 Z 1475 o 1474 I - - x z z Z Fc '= r475.25—'I 1474 1473 0 � - EN �� # - °a o d �, ° J E c a Eo 'k u 1473 to rf m /rg o.m m w- -- - In N.n " o o + oN q 3S G w n w M n c f500 mm x 7!.O m wv E o n. RCP IRR. CL. 2 n E v Li1472 24.0 m 1500 mm k N- M� - 1500_-, x_ ,� �33 m RAP ERR. CL. 2 +N� - ' - - - - - - - -- r- RCP IRR. CL. 2 Q - _ 1500 mm x 64 m RCP IRR. CL. 2 1472 1500 mm x 7.5 m RCP IRR. CL. 2 147 1 i o I Ii to 41 o-b�NNI'- I !W2 1470 ,�u�n�No In �Az� 1470 Io �p 1469 I - � CO COn,2z N� STATE I PROJECT NUMBER SHEET NO. MONTANA CM STPU 1201(9) 23 STORM DRAIN DETAIL _ 1111 I u, li I L-0 1„I Ln w 1,Ln Ln Iyy Q. g PI=54+64.I69 N o �„� . I I =4' 01' 52" (LT) v o < :i I N R =I, 00 m v v 4 I Ln 'o al I :i: a, T =35. 77I m o � I:J I vi :;: l � L =7 1.5 2 m + 1 n F- l! Ilil N E =0. 64Im `I' � " I v U 1 uI nn cl- I-C, --_ 111 I ,Ili Hcr J u III U N a CL -EL --_- TEL - - �- Q - i-I- 1_ - -- TEL - L _ I \I - ---_- C �_ - , TEL - ---- A- �- �`L ���; ,IJykAr= PWR — GAS - - rWk - 2 q GIs ------- �- ___�- - ASS{"- r - - GAS - -GAS r -i- - - - - - z q AS - sTM--�' -daa�= -- _ J - - - - W W w W T W - - - - - W - - W ==W=- _ W= LL W JJ— ww r �TW — w —+f- N 89' 05' 07" E — -EOTW 53+47. E�PE — — -----pp--_-_- - _ -7E — f -- — — — - — - - s - I _ _ _ - - GA F9_ --- - - rr-- - `7%Ss1 GASH - - - - GAS - '�jr��1S - - - GAS - GAS - Z --- 4 ---riy-�T:%! -+ - - PWR - z z - a ---- PWRc�'A � --". 1 OR P I J -5-5+3 R4J® - - - PWR �- 00 F� tR R _ — _ — rY1$� �T —PytRpyaR IJ1 �• — — — — PWR — A =4" 04' 25' (RT) w 1 P 'u : 1 R =1, 000 m n J° I cat �i 1- in I I,___ J ora III -'-fi , YI1S I �E ga L =71. 10 m Nw I j Y rOE r- caio E =0.63 m w a� 2 0 I f I i r I I J o J J J W ? H a H d d F\ J Zom rz ¢w JxzJ wE�-^ ¢ II Lir� 1 F- 1X -1 Z J Z I- inJ X Z a: m 1-m ID in N- -o N R o w N- U Ego E wm a x x �n�o nx� a ,n III ii „ I ml- o o0 0 oz -z o o in I rl h u r I I W 0 0 . E .U -Q m W 0 Q X F W I l YV1S N J \¢o a n2 vJ IIIr II a I -� '-* -j mEw �.w MEw 'n�? `�L.Ec~i-� NEw -z v N ¢v m �n E> N> nE> „', rn> Ew NE> w, o0- NmW= +� +,-� +� �om +.7a in w �moZ +r- m0 W v oLu~ v0 v111 W v W Pr•W vo>- v W oo vI Ld Q W z 3 � U fit,v[C r)cr in�O cr ul U F vl Ir lO V �tl v cr Ln LL 1478 - r 1478 FL = 1475.913 FL = '1475.89 1477 o � m £X/sT o GRADE FINISHED GRADE 1477 vi f1 1475.71 FL = 1476.45 � v _ ln n . / 1l. 1476 `cr a —FL = 1476. 11 1476 Q.T J w 1475 _3 Osg� ��� ,,, 59 1475 fzi n I I I 1 306' mm X 23.5 m s Spp 0.966% 300 mm X 0.0 m 1474 1474 f RCP aft CL. 3 RCP /RR. CL. 3 - -- - - - - -- -- 300 mm X 34.5 m 1 --1-- i. RCP IRR.; CL. 3 I --- - _I f I { 1 30 mm;X 14.5 m ¢ 1473 147 3 i- L I k _1_._- �y ! I_ ._� 1 RC IRR. C4. a — f l 'j1— I--. —) — �.__ ( E NLnE' i - I --- I 1 - - I r - •-- - .v a "�- _- --+iI - - -__ , -;�•. I - }`___�I_�__.�� _;W � W.• Q3E N I 147 21472 z.+ i.Z l 1471L1 r' � - L -_.147 1 _ 1 _ 1 I i 1 � 1470- - - -t — - L �,n n/n _ a a M N ° -1 _ L I I_ _ _is . 1470 L,j1 o f Wr.v W�i�r 'o rv� 'q _ 1 _ aon7 ,— f t -- =- — — x�vzp_' I I I /469 t I 1 1 ow1^^ ' I tt a I I I ' 2 v,W 32� 1468 N '=2; 2222 1468 - I 2 Rk Ti I_ - STATE PROJECT NUMBER SHEET NO WATER MAIN DETAIL IMONTANA CM-STPU 1201(9) 2-4 2 Z - �¢ LEI a� O 4 > V Q a 2 a¢ S O~ ~ ao O (V IN Zt o - 4 = - W. COLLEGE ST. g F= Z Z t*J Y� N Z o m00 1 o J 3 J ,y< Lu w W o m o W W E El �� <� z z E z E� a O >z z w W O m F m F> F> F O F a O O Z z H> VI�WO J• J• JW JWJ�E v~i�� JF- -¢X W W ti V'l pul tiN mN m �_ W O W J Z I O l Q Q t Q f X m X O J W¢J m 0 W 0 0 w m Q vi EOaopa ,ri E �i E �iUJ w� ni E -w v ECi c�oi-in rri E ;- a a E w Ex -�;o E OOF- - mo 00 NO v3 m3 �n0 m m w J .�n uw Ep¢z .�n .�n -J r-O a�- mp ui raw E� in ri mr� o E m _•J .v�Eau EN �n z X,o + in in E E M tia nn E Z E - _v +3Z�0,-O +3 +; + + +3 +~ +�OZ ZN= +3 W omt: W -W -O -O -W O N WIn OIn~ NI/J I �nZOrn3dw inz inz vi u� vi u� 'viz vim vlZ-�0-3 �h.Z 1479 1478 - - - -- 1478 1477 I i EXISTING GRADE W 1477 En - - - - - - _ at 1476 ~ FINISHED GRADE m e 1476 Ln E p O l475 N; v' E o EXISTING 356 mm WArER MAIN 1475 EXISTING 356 mm WATER MAJN 1474 -- - - 1474 INSTALL 24 m<' 0 - ! J473 - - l473 I �• ' 50;mm THICK I w � ,r � < x a � h -—I _ I + - _ l INSULATION. — p _ I E NEW 350 mm X !4� m - — 1472 ' i DEFLECT AT JOINTS DUCTILE IRON prP CLASS S I O--m �--- -� 1472 6 14 7r- a - e 14' � ABANDON EXISTING'MAIN Me, PLACE I 1470 1. E223, -- - - ---I - - 1 _� -� _ ,4--i- -� i- i -!--fib - - -� -I - -�- �- - - -- .. I I }---h -�- i - --� ---- -fit -- 1i 1470 STATE I PROJECT NUMBER SHEET NO. WATER MAIN DETAIL MONTANA CM-STPU 1201(9) 25 w > 910 a 0 zQ , T - _0 — w e- w L— —I We1L — W — W — . — w w w W. COLLEGE ST. z - ,Q _ Z z Y F N Z o - =0o I .6 J 0 W - W W W W -- ` z Q LJ - W - W W W Ln W W ~ ~ W ~ Ln W W O Q- J J E J > > > > > -E J J J E E J J E J J CI 0 J ¢s ¢ a E c.lv E op ¢ ¢ E z E cep ¢ E uo a z z ¢p 20 > �> ZZ zz > > �¢ zz > - zz W w >zz O H J FO W - F-O W F- F F-O JQ: F--O W H H> HO W H F-m Fm F W Ill~ JN E dN W I JM E aN�w F"' JF JN �� J�EaW N.W JF J W J- EaNM W JL- J. J. JF N�W O ¢ Q ¢ ¢ O ¢ Vl ¢ N u] ¢ lIl 0� w d X W m 0_X W v 0� m -S of d X W O N - D-X W M 1� En N X W W '�` U •C� X O w X O 0 U X X Q: •0 X O W -0 ^Q v U - T 0� W J T W J 0� Ql Ot 0� -E- O N W J 0. m W J Z M Z W N Z W W N Z �''�N ti Z W Vl w N O w cE - E vEDl 00�' cED'Oo~ rnE QE QE -� vE-pp� - E �w vE�00~ mE NE vE vEo~ m- E E E ��-ao E p E E E E ac�¢o E E ��¢o E E E E�¢ozw - 3- M m 0� X- M m Ifl ¢ v0 -O -O J M,O H J m0 ul3 v0 1- IDO m0 OO 00� Jm0 .vl .vl .u'l EwO EO .'�u'IEWU Eo .vi .vi w J .uiEwv Eo .� ui E":p Eo ui .ul .vl vl c� EO¢Z N M m N m M E d W E ul ' 0.m E J W E V) D1 M V M w M w J r-M E J W E Vl 2- .fl E O M E-�W E O- N M of M O M W E N M M Hz .fly V-Z lD lD lD¢ m Z LD M E ti F z ti O O Z 0 -` +3 +3 +30Uz O= ♦ +30UZi0= +3 +3 +3 +~ +30UZ N= +3 + +300ZN= +3 +3 +3 +3 Z.D=ON MW M W M WN7Ot F MLJ lflOO F- MW M W M W M MW� 7O� ~ MW V al V WLn 7OV - V W .(]W mW 111 W OLn~JX m z U]z M Z N O U N 3 i V1 Z M o U M 3 M Z Ln Z m Z n Z Vl Z-O U-3 'n Z 0- V1 z-O U-3 VI Z Ln Z V1 z U Z p M 3 D_w 1479 1479 i NOR170NTAL ' 1478 - I478 W W n~ EXISTING GRADE' 1477 ti _.. W 1477 Fi x o. e t z 1476 a E FINISHED GRADE 0 n 1476 >< - - o - - , _ F o g EXISTING 356 ma, EXISTING 356 mm WATER MAIN 1475 N o WATER M41N � � � a 1475 w - N Vl + p M N 1474 I; E N I t ( 1474 ~ 0) f ~ ul �- 1473 I EMI �_ I �I rNsrALc fa:,,,� o r I ! I 1473 iu - .;m t , i NEW 350 mM X 211 m 3 N 50- mm THICK v �- z W E4r INSULATION f_ L v 3�. ¢ I _ DUCi 'LE IRON PIPE. z E •I' '"_ - - - I _.,r - ; - -- - -- - -ni z - EI _ a ss 51 I I 1 1472 E is 97 a OFJ ` _ I �� of� ; tt - —1 --j--�- 1472 N O c <D - z r 50 mm HIC + nll. I � - - - I _ o a y c,. - /NSOLA KIN I ) "'T— i' - -i OEFGECT AT JOINTS ; i I� r } 147 1 0 1471 + � — QwQ I i I _ ¢a DEFLECT AT JOINTS vocV3 PROVIDE mjMINIMUY1470 I I _ I I I /470 AND NEW STO M DpAIf :ABANDON EXISTING UA/N� IN PLACECLEARANCE R SANITARr SEWER i , 14 1469 - 69 STATE PROJECT NUMBER SHEET NO DETAIL MONTANA CM STPU 1201(9) 26 o C� o°a 0 �o a 2 Z UO Cb 4 14+5 1.00 2,55 LT 16f 2. LT 35.95 17+43.00 1.55 LT 0 17f82.60 .00 m R g: 1 TAPER=____._ --- - -' 0 14+5t .45m R z 1.65 LT /5►93.96 __-_=- ---- - ----- 17+82.03 2. 10 LT ------------=--======c--- _ _-_----'---_ ____----- -_ - ZZ S. 19TH AVE. 0.45m R 17+75.00 6.63 RT 1.50 RT 7.65m R oo6 1.05m R i of m o zLL� u o� 0 Ln LLf LLr V 51+23.68 51+81. 18 41J67.92 54+28.92 ------- ------------- 0. --------- F+ 2.75 RT 1.85 LT 0.45m R Z COLLEGE ST J m u- r 600 mm / r 0.9 m o 75 mm CL "D" CONCRETE / i MERg& 0(11TER 160 mm / NORMAL CATCH" 7 5 m TRANS. CURB CONC. 'CURB RAISED m r CURB & GUTTER BASE 27 ET & 6Ij ER MEDIAN ROTATE CURB SLOP // ° ' o FLA GUTTER PAN ELEV. = BASE OF CURB / r FINISHED GRADE SLOPE 27• RT. ° r ° / p / GUTTER PAN---FLAT— AN—_— 4 e ° i _FLAT_ / f D i GUTTER PAN / — —= --- — 47. — — 52+27.5 195 mm R. AGG. CRSE. / / ------ `—_ ------- / STANOAjtb CURB SHAPE / MEDIAN CAP MED I CROSS DRA IN."DETA i�__ -_1---------- - /, B K OF CURB / NO SCALE i N MEDIAN CUM & GUTTER DETAIL iMEDIAN CURET & GUTTER TRAN Xf ION a j , NO SCALE NO SCALE K1 a MEDIAN DETAILS �N N 'N NI C u_rb -- Cod G � �'c: /"� , d iwn T _ SCALE = 1 : 500 NOTE: ALL DIMENSIONS TO BACK OF CURB STATE PROJECT NUMBER SHEET NO DETAIL MONTANA CM-STPU 1201(9) 27 11 „ 11 WO I ' O Y 11 16+88.90 46.49 LT 65.0 m R 15+82. 12 ii ;; ;; i; I 1 I 3 28 LT 25.0 In R I5+97. !0 ;; ;; i i I 16+29. 12 " 24.29 LT It ', I ' 22.72 LT 15189.58 15195.29 / 15+97. 17 ¢ 25.70 LT 24.21 LT i; 22.79 LT " 16+30.62 16+39.76 ¢ p 12.0 m R 1 23.36 L T 23.28 L T 12.0 m R /5+95.39 16+00.78 21.99 LT 1 21.4 1 LT 15190.57 / it 11 11 1 \ 16.25 LT15+9 ------- - --------------------------- / 19.40 LT 21.89 LT 1 \\ 16+39.76 ¢ --- 12.81 LT N z ------------------------ .---- --- ♦ \ z¢ 15+96.56 16+29.06 ♦ i m z o - = 15.94 LT 4 LT ♦ . \\ i o ------- �f vi --- 16+24.82 _-- -' l5+91.22 15.27 LT -- -_ -------- --------- ai o 14.72 LT 15+9/.83 16.55 LT v ¢ 13.28 LT /6+33.55 ¢Q 13.0/ LT o SOUTH 19TH AVE tee► I I I I 15+93.96 15+93.96 13.78 RT Z11.80 RT /6+33.55 A --------^----------------------------- ----- 14.94 RT ---------------------------- ------------ I----z-r---------T-r------^---- --^------- 15+97 40 ----- 1 i i ---- 1`` /3.48 RT 164JJ.40 ------------- °--------_T ----------- ----- y------------.----�-•------------- �? ♦ -T---- '-- ♦♦ 16+00.94 15.03 RT K3 17�ao Rr I I \,A L / 1 , ----ir----��----------------------------------- 16+29.80 ,, \ 1� " 15+93.96 \ /7.95 RT 18.47 RT / \16+39.36 ' ' 16.78 RT �} is / ---------- \ `1♦ 16+02.39 /3.94 RT \ \ 20. 13 RT 15t90.48 15+97. 11 \ \\ ;; w 23.28 RT 1 \ w I 16+39.72 1.9 83 RT 1 '1 rc „ 1 I 12.0 m R 25.23 RT 16+0 1.03 1 \ ;; " ( I6+30.78 12.0 In R 25.61 RT 16+46.56 136.28 RT p /6+29.26 25.0 m R L) 11 i i 25.67 RT 16+27.73 1 I +1� ;; 25.74 RT 4' /5+42.55 1 I 46.42 RT 65.0 m R I 1, 11 11 INTERSECTION DETAIL I I mo a�Mo�3 caN2 NOTE: SCALE = 1 : 250 b Wli ALL DIMENSIONS TO BACK OF CURB iin'+ w STATE PROJECT NUMBER SHEET N0. DETAIL -- -- Q MONTANA CM STPU 1201(9) 28 521/4.74 52t30.27 ~0 52t46.95 38.75 LT 29. 14 LT `14 30.Om R ;52t31.78 X: 28. 18 LT 52t30.25 F 52f 7.96 af ' i I8.80 Lr 18.07 LT 21.45 LT a 52+29.03 1 1 52f33.46 m: 52t47.95 a GRADE TO MATCH 16.43 LT 1 I i, 19.08 LT 1 oN � UT ET �� EXISTING GROUND 1 1 /8.41 LT _ - - ( 1 ' 18.00 LT i ( l 52+64. 74 ¢ .49 VARIES /9+09 LT I I ;, 1 1 56+43 88 1.2 B 1 SEE PLAN 7.5m R I I , 52f44.7452t52.5 - /20.Om RT 9 - _ I 5 6F 2../ VIEW L,� I i 19.22 LT I I 16.25 LT C ASs/I - 52f44.78 7.5m R R PP CLASS 1 1 " 17.90 LT `I -- 8 CL ss I RIPRAP 1 52133.35 , ________ RO CLASS II E 52f27. 18 - �, t 52f49. 18 ----------- RU TUR /4.90 LT 17.79 LT RIPRAP o PERMANENT EROSION I 14.90 LT CONTROL GEOTEXTILE, 52130.25 52f3/.32 52f45.62 HIGH SURVIVABILITY 14.90 LT-------' 13.85 LT 13.49 LT a CLASS C - --------------------- ------- p�' - - - •1 CLASS 11 ROCK - --�--- -�----- 52t29.58 52+45.30/2.52 LT 14.49 LT As I IPR P N NE DROP STRUCTURES - -- - ---row z WATT-- - COLLEGE STREET opo A o 0 u Z vi w STA. 52+24 LT CLASS 1 REMOVE IRRIGATIO RIPRAP o sT UeTdRE-- PERMANENT EROSION CONTROL GEOTEXTILE, INTERSECTION DETAIL HIGH SURVIVABILITY CLASS C SCALE = 1 : 250 CLASS I RIPRAP CHANNEL 01.42 / 54f68.34 17. - l7. 0 LT 17.00 LT 17.00 LT --( 17, 14 LT 54f60. 15 ;4 ¢ l50 mm CONC. SURFACE 16.50 LT E;:�= APP. GRADE f 100 mm fn ------- 1 1::��2.4 m RAMP PLAN VIEW 54f59.79 - --------------------- 12. 12 LT 54f70.21 `I 54#61.00 11.47 LT 12.03 LT 54f69.00 11.40 LT COLLEGE STREET 54 f 60.95 54168.90 12.41 RT 12.4 1 RT 54 f 7 0.83 54f59. 17 12.41 RT - 12.4/ RT ------ -- ------ ��-\ ii I 2.4 m RAMP 2.61 m 1.83 m 3.05 m � yi � 1474.59 1474.21 1474.39 54f59.20 i ' S4f70.80 1474.0 1474.23 920 mm x 570 mm RCPA 16.40 RT „ ' 16.4/ RT NOTE 0 1474.03 CONCRETE CUTOFF 54f60.97 54f69.03 ALL DIMENSIONS TO BACK OF CURB o ^ WALL 16.37 RT I ii i I 16.37 RT a m C B 54f59 46 ( - _"--� 540.47 0Rr 4 0 24.30 RT Z24 INTERSECTION DETAI` 0 o Q o 54f6 1.21 >N 24.30 RT 24.30 RT tom:. C,oiN 2 :m ' PROFILE VIEW STEP POOL DETAILS INTERSECTION DETAIL STEP POOL DETAILS NO SCALE SCALE = 1 : 250 WATER REMOVE MAILBOX STATE I PROJECT NUMBER I SHEET NO ADJUST VALVE BOX WTIDETECTOR - REMOVED BY OTHERS 16+93 LT 17+93 LT I MONTANA CM STPU 1201( 9) 29 14+52.5 12.8 RT 15+38 4 m LT 16+58 1 m RT u I ui I MONUMENT BOXES NEW MAILBOX REMOVE SIGN BASE UTILITY CROSSINGS 16+20.35 RT 16+91.6 13. 1 m LT 17+20.3 16.5 m RT INSTALL FIRE HYDRANT CURB RAMP „ „ „ 17+40.9 103.3 m LT S „15+97 OH POWER LINE & OH FIBER OPTIC 14+94.8 RT INCL. TRUNCATED DOMES 00' ���� ' LINE 6.40 m CLEAR Ln 15+87.8 RT zx 16+01 UG POWER LINE DEPTH UNKNOWN I5+95.58 15.27 m LT 16+08 UG FIBER OPTIC LINE DEPTH UNKNOWN REMOVE FIRE HYDRANT I5+99.79 19.40 m LT W i,,r I CURB OPENINGS RIGHT c 16+24 356 mm WATER LINE 2.32 m DEEP 14+94.8 RT 16+29.82 16.55 m LT ;; ;;;� ii CURB OPENINGS LEFT 14+70 7.3 m a 16+33.55 13.01 m LT n I no 1 PI =16+67.52 oa 16+27 51 mm HIGH PRESSURE 16+06. 1 RT I5+97.40 3.48 m RT " v~i jO " 16+96 7.3 m 15+44 7.3 m ai NAT GAS LINE 0.74 m DEEP 16+01.24 7.95 m RT ;; ;;u II 4 =2' 20' 17" (LT) 17+41 7.3 m 16+76 7.3 m a 1 6+32 UG POWER LINE 1 6+29.80 18.47 m RT ;; o �;" R =1, 000 m 1 7+78 9.6 m i DEPTH UNKNOWN 16+33.55 14.94 m RT n nrr of „ T =20. 41 m a, o SANITARY SEWER SANITARY SEWER SANITARY SEWER " o ° Z�- L =4 0. S m REMOVE MANHOLE ADJUST MANHOLE NEW MANHOLE ;; ;;j; ' v m IL&I16+18. I 5.9 LT 14+96.3 4.0 LT 16+15 5.7 LT rrrr `' CIDw 17+41.5 8.0 LT ;.„ 0I - DO NOT " S u DISTURB a TREES Lul ------ _ �-_� --.- ----- - r__________________________._________==== f-=---------------_•- lb+f5: I 1(S. 19TH1 = I-- -- - -- `- -- -- P T 53+47. 39 (COLLEGE) SAN -- --- -=- _ -' ='-==__=___ __== _= _=- =='' �n SOUTH 19TH AVENUE ----- ------------ -=-=-----=='- -- --- - --------- --- - -- ----- ------ ---- -- -- -- N 0' 48' 17' W - - - -- ----- ---- -- N �° 30' 1 7' W s N 1' 32' I' �' -=== _=='==_==`=`--=-==-===-==="=_°=°==== ° ''-° °=r=-=='=_=°'--==-"°==-=-_____._==_=_s .,.�JN LI) ,..� - _- ______________-Ilk,-------------_____ dF=====____ c -- CANA =4�M_-------------=-'FARM ! f JY' ERS CANAL 'n - -------- ------------- i�- m- - - :-- DO NOT DISTURB _ ��.-� \ ;, M� �'d,o PARKING DO NOT v n -i \ \'„ ii° it / DISTURB TREES z a NOT o DISTURB r� - - _\a _•1,�i�i 1 W-2E DO NOT =v DISTURB ~� TREE �� u n ;1 Delineated Area = 132 m' DISTURB LIGHTS W-2F o - z o coo + + \ ;," I „I I Impacted Area = 132 m vi wTREES coo '-' 1-F �u J I Delineated Area = 65 ml w E E Impacted Area = 65 m2 STA. 14+51 as as P1 = 15+67. 33 a N a 1 1" I 10 STA, 17+87. 00 II END CM-STPU 1201 (9 ) _ BEGIN CM-STPU 1201 (g ) = ZZ ZZ Z o =2° oz' 18" RT) 11 �~ STA. 390+95. 7 (ENG. ) u R = 1, 000 m u j J! ;;jj X� Xa STA. 401 +97. 8 (ENG° ) ON S- 243 (3 ) �Q T = 17. 79 m Ew 1 ; �„ ;11 1 EZ Ezw ON S-243 (5 ) o f Eo E Eo o L =35. 58 m m o m o r; r,-ao +ORS +oo� +oo� +o� +Q� +o� " + nab - rn-w E =0. 16 m ,r,-w rn-w " 'ir "II .n.°c�w rmVw `--¢ �� n� - °¢ -mac -w� - " -u!: fi)l -Er¢ A I 14+70 I 15f44 16t76 l6f96 PRIVATE J7IA L IPRNATE APP. RT. I ` PRIVATE APP. RT. N _ �_ PRIVATE APP. RT. PRIVATE APP. LT. PRIVATE APP. LT. PRIVATE APP. RT. 1481 ! a 4- 148 1 -� NEW 1.53 m CONCRETE SIDEWALK LT' w I NEW 1.5J m CONCRETE SIDEWALK LT 'e NEW CONCRETE CURB &_GUTTER LT I 14 BO 'n , NEW CONCRETE CURB, GUTTER LT '� __ + v. I- --- •- r INCL. I - 65:0 m R& I - l2.0 m R 1480 INCL. 1 - 25.0 m R & I 12.0 m R o o o Cc -46 7 y 1479 W - ---I I 1479 4�, 1478 I so - - - - - 1478 L. _ _ 1 _. �. -- - - - 1- e soli 1477 - - r I - -- L- - - W CONC. CUkB & GUTTER NEO/AN A5 - - � 1 I 1477 1476 _ �` _ 1 - !.34 RT I 1476 `J - - - i-- - -+-- AP-HALT 1475 ' 1 I I _ -- - - qr-;-�-�--- I47 5 --- - , 51 4 O r 14l60;TO l6t32. 2- I _ I s�i �v`A -,- i - 5UBExCnvd7 ro AiV � �r xt e£xr* va> N 1474 14 7 4 -(Sir CROS S CTa NS 1 1S£E CROSS SECTVNS� - f $ECTroN�'1- - ! _ -_ _ - � -1-- - �- I I- - � - � 1 I^ , p _ _ �I.- --i -, 1 1 I I 1473 r I N N R R & T R Rr �- _ 1I I 1 I M00R & A - 65.0m go-- -_ 1.53 m CONCRETE SIDEWALK RT 1472 NEW .0 m ASPNALT ATM I + NEW CO CRETE'CURB &'GUTTER RT �472 1 I 1 INCL. ',12.b.m.R & 1 25.0 m.. 1- 17f00 TO 17f87�SEEXCROSS�SECTIONS09 �OT£RT/i--�- -I- j i } 147 1 147 1 I i�l_ WATER REMOVE FIRE HYDRANT REMOVE IRRIGATION STRUCTURE ADJUST VALVE BOX CURB RAMPS STATE PROJECT NUMBER SHEET NO. 51+70.8 RT 51+15 LT WOOD BRIDGE INCL. TRUNCATED DOMES 50+66.4 2.7 LT 51+49 LT RETAINING WALLS 52+32 63 15.67 m LT MONTANA CM STPU 1201(9) 30 INSTALL FIRE HYDRANT 52+24 LT IRRIGATION STRUCTURE 52+45 06 15.67 m LT 51+71_ IB RT ADJUST CURB BOX 52+63 LT WOOD BRIDGE CURB OPENINGS LEFT 5 1+2 2. 7 1 6.8 LT - 51+1B 7.2 m Ln Lf) N 11M w o MONUMENT BOX Lf) W- G Ln REMOVE MAILBOX 52+39, 10 LT Delineated Areaea51 m `a PI=5 1+84. 78 Impacted Area = - m' o z wo 51+22 LT Nw o A =3' 53' 15" (LT) =Q Cz W o R =1, 250 m o o nw m :� T =42. 42 m , + W-2B xw a' W-2A N � � W-2D r> v Delineated Area = 102 m E =04721mm + D lin glad A e c 54 m' F* ppcted Are = 17 m' 8a Delineated Area = 119 m' Impacted Area = 101 m' Delineated Area = 143 mt Impacted Area 83 m DO NOT In Impacted Area = 143 m= CD DISTURB SIGN F 2 Q1 . :, (/ o -=='_-_ ,_—_-_=____=____=`-_= =_'_ _=- ii - IE�£91'�SI• $5�=� ' ' ``\ - ' ===e.OI -- -- --- ----- ---_- mpacted Area j 86 m�--- ---------- ---- 5--------------- -- - -- - - ----=T COLLEGE STREET N 89' 08' 17" E z ---_--- z a / 0zo pt� 0 wLLo P1 =51+00. 63 o a =3' 49' 37" (RT) + a Delineated Area = 32 m� a m R =I, 250 m N z , Impacted Area = 30 m' 01 E Co E E a T =4 1. 76 m E o ar a W-I E E UTILITY CROSSINGS r o - L =B 3. 49 m aO t a z D Heated Area = 29 m' m 51+89 OH POWER LINE 7.75 m CLR, 4 WIRES o< STA. 50+58. 87 -J z E =0. 70 m -J `n pacted Area = - m' -_� 52+69 OH POWER LINE 7.25 m CLR, 4 WIRES z'wo BEGIN CONN. xa_IA x� � x� ON PTW U- 1 2 10 EZvn Ew EZ "� Ea �m N a v E> E-w Ew E,n E?w rnma ,� O �o > a,E> NEa m > +N d w +f-M r-m a 0 m O O In m¢O I OmON Otnw +Na +O� t OW +Nd� V1-Er D ul fr l0 Ix �10 7 ,a m fr K A1 I 57418 5/-ITS 52439.09 E 148 1 PRIVATE APP, LT. N PRAIATE AMP, LT, ? SOUTH 2OTH AVE. LT...r I I r.28 in B-© NEW f.53 m CONCRETE SIDEWALK'LT NEW CONCRETE 6 CUR & GUTTER EXTENSION ER LT NEW CONCRETE CUR$ & GUTTER LT 1481 INCL. 1 4. INCL. 1 - T.5 m R & I 20 m R f EXT. 1480 n - - 03 New CONCRETE LT v _ 1480 T 1479 m NEW CONCRETE CURB & GUTTER LT X ` j - - - — - r-- •-- o INCL- I - 6. 1 m R f EXTENSION, 1_ _ - I _ I . --l- _}— L_�- _ 14 7 9 o p ; I - 30.O m R b f - T.5 m R f EXTENSION I (-''- I 7-- i 1478 - - - 14 78 a 'n W NEW CONC. CURB & GUTTER MEDIAN 1477 t - a7 j h 40m VC - — -f - - - - - -r $2+66 y 1477 6.8'4 RT 1476 - ASPHALT 1---i- — - — — --- - - - -r. - - �_� — 1476 1475 50i58 ¢7�0 �2f70 - I• - - - A r 1475 I - �— - SU LAX AT-11ANII AND GEOI T.A :I: 1474 - (S c OSS sECrIoNs) —� - r- -- — -{ -��--' o �; - L- - - c II ii i I t 1' - j - o 1 I -I-.��� o 0 52+%0 TO 53f00• •� 'SILTY 'AND1 SUBEXCAVArION 1474 N (SEE—CROSS s£crroNsf - -- -: 'A-r=eH}l l -L 147 o¢� _ i -- I ,- _ i "'�-:_-_i-- �- -�-- i - - ' �— ---i I - ` I '• -�" I __ _ - I I ' _ I _�_. - -- I'T 1 4-, vov 3 -- - z - ��I AI I 1472 /4 7 - �— _ WATER CURB OPENINGS LEFT STATE I PROJECT NUMBER SHEET NO. ADJUST VALVE BOX 54+65 7.9 m MONTANA CM-STPU 1201(9) 31 �I 1 REMOVE MAILBOX r 55+31.4 4.4 LT 55+33 7.9 m 53+66 LT 1 u� CURB OPENINGS RIGHT (`0 z --1 u 1 0 11 Ln I, a 1 it t Ln 54+65 7.9 m Ln u� REMOVE FIRE HYDRANT U) 53+73. 1 LT W O Ln 11 11' INSTALL FIRE HYDRANT P1 =54+64. 69 0 w o 53+66. 19 LT o a =4° 05' 52" (LT) o 1 a it R =1,000 m v + N o~ to om T =35. 77 In ooLn '0 m L =71.52 m n F II N N II + E =0. 64 m r o I u If it L)-- � 'I un a U d �J of 1„ ` . ,—DO NOT DISTURB TREES+ Z - r ` r�__ _—c== __ - $I�t xrssa; o-r.T —_-------- _--_-_-cam s =n- ti _ PQI_� }6�=95��(S. 19T = 1 fE' s ----- ==a�OT 5 + . E ^ COLLEGE Sl E� E— T - N 89° 05' 07° E on -=N 89' 08' 17" E -- '=' =a`1"=:�= -°- -r -=_""-' =- _ _ " z _L_ ` -�� _=-- -r�'-- --- -------------- 1-- - ,- PI =55+36.00 a 4 L --- �� - ^� --- u 1 =4' 04' 25" (RT) z oz '�`�` R =I,000 m cn T =35. 56 m + z J t " rll I I — I „ ) E =0.63 m cn UTIL ITY CROSS INGS w UTILITY CROSSINGS J 53+30 OH POWER LINE 7.77 m CLR 54+56 UG POWER LINE DEPTH UNKNOWN 53+42 203 mm SANITARY SEWER LINE 54+63 610 mm STORM DRAIN LINE z 2.90 m DEEP DEPTH UNKNOWN 53+59 356 mm WATER LINE DEPTH 53 STA. 53+36. 10 II I I I STA. 53+58. 68 55+43 UG FIBER OPTIC AND COAX LINE STA. 55+7 1 . cL r�� „I W1S �� a 2.32 m DEEP END CONN, 1i I BEGIN CONN. � 53+61 UG POWER LINE DEPTH UNKNOWN DEPTH UNKNOWN END CONN° 55+63 UG TELEPHONE LINE DEPTH UNKNO 11 54+06 OH POWER LINE 56+29 OH POWER LINE B.66 m CLR ON P T W U- 1210 EW I „ u' o I Ew v E> I I I iinl I: I to E> +vim vow - N Q cr I I , j j 11 'I 11 1fl N� AI ` It I 55t33PRIVATE APP. LT. PRyAT E APP. LT. E..� 1481 _ 148 1 * NEW CONCRETE CURB & GUTTER LT { 1489 1 1 NEW 1.53 m CONCRETE SIDEWALK LT ! 1480 1479 N i N 1479 Qv — rn Ia to * I l I O n + I NEW CONC. ,CURB &GUTTER MEDIAN_ I I C 1478 147$ " '� a 41 c on I I I I I I ran t" '5411'14 LQ - j 3.03 LT 1477 _ 50m vc _ _ r_-1 __ 1— E 1477 ASPHALT 1 !' I t0.643;�, 1476 1476 +0. I. cRAv£c o ,4557 I o93i o I I r f0 t0 o 1475 I e I Q o _i o _ - - 1475 _ —_. y. _ . — - - -> I - - o a v - I I L TV BAN �— 1- 1474I _L Q I ! - 1474 o — I �q ---�-� - +—T- 93+0 TO 5 1 g } ' c�' 1 N ( I �- N o 511BE CAVATQN , z a 153f58.g8 J�Q l� e,- -1- v J - --- -�- i I 54fi IO TO #lum/.53 I -- --1--- ---t- - - - ---f- L II I 1 SU6EXCAYAT/ON AN G OFEkFILE- a SEE CROSS SEC�JONST -! —, -ISUB£XC¢Vh IBNr- .-- .�_.__-- _ 1473 I I �rsEE c,�os s raoNs� (SEE cRoss s�crr$Ns> _ I - _ 1473 _ UIO_�tD�zt.3•._to _ I _ L_ �—� �a UBEXCAVA] ON AND GEOTEX-T I - -- -- I NEW CdNCA E`CUAB & GLITTE eon (SEE C S 5E�TIONS) I _ I—I 1,-f _ _ �. - r WEW-13.00-m!CONCRETE SIDEWALK-RP - - - i i I in I �'_ 1_ 1472 STATE I PROJECT NUMBER SHEET NO MONTANA CM-STPU 1201 (9) 5-1 SUMMARY SIGNING & DELINEATION OUANT TES ¢a ti W O oa MATERIAL TOTAL UNIT F I N A LS �o SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING(I) -O.9ft L SO. METERS DATE SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING(III/IV) �a�5 SO. METERS SIGNS-ALUMINUM SHEET INCREMENT SHEETING (1) SO. METERS SIGNS-ALUMINUM SHEET INCREMENT SHEETING (III/IV) SO. METERS a OVERLAY-SHEET ALUMINUM SO. METERS xp z� o� a POSTS-STEEL "U" KILOGRAMS POLES-TREATED TIMBER-BARN-IOOmm TOP DIA. METERS U POLES-TREATED TIMBER-BARN-130mm TOP DIA. METERS Z u Z 0 0 o POLES-TREATED TIMBER-CLASS 4 METERS =2 11 .Z;16 G POLES-TREATED 'TIMBER-CLASS 3 METERS w` POSTS-TUBULAR STEEL (ROUND) KILOGRAMS ate... w POSTS-TUBULAR STEEL (SOUARE PERFORATED) 3: 1.f KILOGRAMS 2CD POSTS-STRUCTURAL STEEL KILOGRAMS mod+ OVERHEAD STRUCTURE-METAL-CANTILEVER - REMOVE I EACH OVERHEAD STRUCTURE-METAL-BRIDGE EACH HIGHWAY TRAFFIC STRIPING-WHITE LITERS A HIGHWAY TRAFFIC STRIPING-YELLOW LITERS WORDS & SYMBOLS LITERS DELINEATOR - FLEXIBLE SURFACE MOUNT - YELLOW 6 EACH DELINEATOR-DESIGN A EACH DELINEATOR-DESIGN B EACH DELINEATOR-DESIGN C• EACH DELINEATOR-DESIGN D EACH DELINEATOR-DESIGN E EACH DELINEATOR-DESIGN F EACH DELINEATOR-DESIGN G EACH DELINEATOR-DESIGN H EACH REMOVE SIGNS 44 EACH CIA REMOVE SIGNS-GUIDE EACH iaW RESET SIGNS EACH to RESET SIGNS-GUIDE EACH �U b Q FRANGIBLE SIGN POST BREAKAWAY DEVICE- EACH FRANGIBLE SIGN POST BREAKAWAY DEVICE- EACH Eo- SOUARE TUBULAR SLIPBASE BREAKAWAY DEVICE-76 mm EACH STATE PROJECT NUMBER SHEET NO. S I G N LOCATION AND SPECIFICATIONS MONTANA CM STPU 1201(9) Z ti� F SHFL METERS Q METERS SIGN PANEL (ml) TIMBER POL STEEL POST(Kg) IGIv UID O' a• F TY °4. �� a� ti (MET7,, o •� �, � ti % � J J i. J � •F Q' < Q ee Z a<" � �J� �,� Q� 2 ¢°c= e QRo �i Q� Q� `� �40 �G v� '-�' �J �o 0C� v REMARKS SOUTH 19TH 0 14+ 2 64mm S0. RT R3-8d 12OOx75O IV 0,6 TUBE lT I 2, 85 2. 1 0. 9 0. 90 35.5 OI = MOUNT ON LIGHTPOLE 14+60 TY LT POST REMOVE 1 14+12 64mm RT R I-I 750x750 IV IV 0.6 0. TUB 3. 30 2. 1 0. 9 0. 48 25.8 A I 2O = MOUNT ON SIGNAL MAST ARM 14+77 CI Y- USE VISITORINFO IT CITY-2 REUSE 2. I I C ITY-Za MUSEUM OF THE ROCKI S a n REUSE ti 4 0 15+II RT R3-8C REMOVE 15+31 - LT N7-IP REUSE 0 2. 1 I SCHNEE' S BOOT & SHOES z +50 4mm RT R I-I 75Ox750 IV IV 0.6 0. T E 3. 30 2. I 0. 9 0. 48 Z Q I +67 O 25.8 i SINGLE SQUARE TUBE REQUIRED. z I MOUNTED IN HEAVY DUTY STUB. RT R3-8d 1200x750 IV 2. I 0. 90 I SEE SPECIAL PROVISIONS. o 2 11 s 15+ R2-1 (45) 900x 1200 1V b4mm 1. 08 1 LT CITY-1 0.6 SO. TUBE 3. 30 2. I 0.9 39.5 )[ 1 SNOW ROUTE TELESCOPED SOUARE TUBES w LL o (TELE) (57 on & 64 mm) WITH SLIP w I +85 BASE BREAKAWAY REQUIRED. o LT ER3.17 75Ox600 IV 0 2, 1 0.45 MOUNTED IN HEAVY DUTY STUB. 15+9� SEE SPECIAL PROVISIONS. LT 10,H. 1650000 IV IV 0 0. 50 I +92 -6(R1 I W COLLEGE ST LT (0.H. 1 REMOVE 1 1 +9Z T (0.H, ) 75Ox900 IV 0.68 03 _v 6+ �O T (0.H. 1350000 IV IV 0 0.41 I A S 19TH AVE SQUARE TUBE SUPPORT T (0.H. ) 750x9OO IV O 0.66 TUgE WALL 16+I I - I SIZE WEIGHT THICKNESS RT (0.H. REMOVE I 51mm k /6m 112'GA El i6+I RT (0.H. ) 75Ox900 IV O 0.68 57mm k'im t 12 GAGE) 64mm 4.67 2.7mm I +18 - O k /m 112 GAGE1 T (0.H. ) 750x9OO IV 2 0,68 I SQUARE TUBE + R3-6R ANCHOR LT (O.H. I REMOVE _ I SI WEIGHT THICKN SS 16+31 _ 64mm k8 ea. 3.4 O k0'ea 4.B LT (O.H. ) 1350000 IV IV 0.4I I S 19TH AVE 76mm I +42 - g purposes os For est imating RT A H. ) 75Ox900 IV 0. 68 1 p es only, 16+42 RT-6-R RT H. I REMOVE m �a� I + 2 0 z a RT (0.H. 1 165Ox300 IV IV 0 1 0.50 W COLLEGE ST t�w 16+4 I 6 mm� I ,LUiz:: RT R3-17 750x600 IV 0.6 S0, TUBE 3. 15 2. 1 0.9 0.45 25. 1 A Q:U b Q I + 6 R2-1 (35) 900x12 0 IV mn . 1. 08 - R 0.6 TUBE 11ELE1 3. 30 2. I 0. 9 39.5 I + 1 SNOW ROUTE O m U RT R3 8d 1200x750 IV 1 w a� 2. I 0. 90 o 16+9 3 RT R3- J REMOVE bNN I7+ 1 REMOVE II+12 EMP Y RT POST REMOVE STATE PROJECT NUMBER SHEET NO S I G N L O C A T 10 N AND SPECIFICATIONS MONTANA CM-STPU 1201(9) S-3 REFL METERS METERS SIGN PANEL (M2) TIMBER ERS)POL STEEL POST(K9) IGN UIO J� ti SHTG p-/\ 4„- (MET � ° ,` Q <v �' �' @ o� yQ QQ h� O V� QO O tiQ• 2 V2 O��.'Z -2�,�` �`'cv�<v� Ala 4. Q" Cc � OJ J\' J�� �'cv' _e Q O�O�� �..J�' hJ v� hJ�2`y�. hJ�22yJT� tcOJ�04v PJ eJ��_� �2'p v ^00 Q.h0�2 2��b t�h0 `?J`' J OQ�k.�<v�k,�v�4 �� REMARKS Q� I (+18 _ REMOVE 0 1 I+Su LT R3-8d 12OOx75O IV � 2. 1 0.90 OI = MOUNT ON LIGHTPOLE COLLEGE ST 20 = MOUNT ON SIGNAL MAST ARM 51+86 64mm So. RT R3-8c 12OOx75O IV 0.6 T li 2.85 2. 1 0.9 0. 90 35.5 zq 52+32 -3(2) x I 64mm 0.4 (I) S 20 H AVE ?� T D-3( ) 1050x250 IV 0.6 SO TUBE 3.80 2. 1 0.9 .5 (I) 28.2 I W COLLEGE ST RI-1 750x750 IV IV 0.48 2+33 64mm - RT R3-17 750x6OO IV 0.6 SO TUBE 3. 15 2. 1 0. 9 0. 45 25. 1 52+62 W I I-1 I SINGLE SQUARE TUBE REQUIRED. LT U MOUNTED IN HEAVY DUTY STUB. Z a 52+88 (W51 -LI REMOVE RE MOV OVERHEAD - Y RT R3-5A REM REMQYE 3 1 I CANTILEVER STRUCTURESEE SPECIAL PROVISIONS. _ � R3-5R �J� TELESCOPED SQUARE TUBES ly �S'uA� - "" '66 (57 1 & 64 mm) WITH SLIP 0,9 g ^< .,` 1;,< nc a BASE BREAKAWAY REQUIRED. 2+ - b mm _ MOUNTED IN HEAVY DUTY STUB. o� RT CITY-2a REUSE 0.6 SO T 3. 30 2. I 0. 9 25 8 1 MUSEUM OARROW F THE ROOKIES + - 1 600x750 IV ^^ 0.45 SEE SPECIAL PROVISIONS. ~ T CITY-I R 0.6 V 2. 1 1 _ SNOW ROUTE ids 3+0 6 mm ILT R3.17 75Ox600 IV 0. 6 SO TUBE 3. 15 2. 1 0.9 0. 45 25. 1 SQUARE TUBE 53+91 SUPPORT L LT R7-I REMOVE s WEIGHT THICKNESS 5 +94 - x IV 6 mm 0.45 RT CITY-I REUSE 0.6 T 3.30 2. I 0.9 25.B I SNOW ROUTE 51mm 0m (12"CAGE) A57mm 4.13 Z 7mm +00GATTI , 64mm kalm 4'67 (12 GAGE I l RT R3 17 750x600 IV 0.6 SO TUBE 3. 15 2. I 0.9 0.45 25. I SQUARE TUBE +1 1- RT W16-1 REMOVE ) iU ANCHOR 4+ 4 SIZ WEIGHT THICKN SS RT 137-1 REMOVE 1 64mm B-ea 3.4 4+36 3- C i2OOx750 IV O 0.90 T CITY-1 REUSE I SNOW ROUTE kg k0'ea 2 1 4.B 4+12 64mm RT R I-I 750x750 IV IV 0.6 T 3.30 2. 1 0.9 0.413 25.8 I _ For estimating purposes only. I-T q� 1' 1f 10•c .µgo �� I . � 6 DELINEATOR LEGEND 54+74 H DESIGN "A' RT R7-I REMOVE -U DESIGN "13' 54+ 8 LT R7-1 REMOVE 1 F DESIGN "C' 5 + I IHI DESIGN "D' ��� + q R7-1 REMOVE �W 99� RT R7-1 REMOVE 1 DESIGN "E' cz, Y +42 H DESIGN "F' u LULU X T R7-1 REMOVE i < DESIGN "G' teats 6 o� °i' .o �.• !�_ O DESIGN "H. �C7 FLU- 76 ioo�(sa S�IM N 7 �n 11) � DESIGN "J' E � T 0 T A L S 17.85(IV) 407. 6 44 1 FLEX. WHT. ,10 FLEX. YEL. 6 CN\� D N N 2 ii ti 4i I STATE PROJECT NUMBER I SHEET NO. MONTANA CM-STPU 1201 (9) j-q ao ct C¢ ti oa a 2 x¢ a� 2 7� O Q 2O Q O F- Q O V U Z U]Q • Z Z Y F 0 Z o 0�o Z Q o0 wLL p F_ N W 0 7 O 2 o� S 19 AVE D-3 SIGNS MOUNTED / A BACK TO BACK ON POST. 200 mm WHITE PLASTIC W K CH ST I�I TYPICAL BIKE LANE MARKINGS z.2 mn S T p NOTE I — NO SCALE — THE LOCATION OF THE CROSSWALK LINES II ARE DEPENDENT ON LOCATION OF THE � SIDEWALKS. EXTEND CROSSWALKS TO CURB. I.: SIGN PANEL DIRECTION OF TRAVEL 600 mm WHITE PLASTIC IS m OF DOUBLE DOTE+ 100 OF YELLOW EPDXY WITH 100 mm SPACE ABSORB THE COST FOR MOUNTING D-3 TYPICAL PAVEMENT MARKINGS IN OTHER BID ITEMS OF �mt, THE CONTRACT. ^�♦ -� FOR PEDESTRIAN CROSSINGS000 - i 3 SQUARE TUBE .--SIGN POST 1. 8 m 1. 8 m 1. 8 m 1. 8 m 150 mm WHITE EPDXY FRONT RT. SIDE CURB & CM- STPU 1201 ( 9 ) GUTTER NOTE: S. 19TH & COLLEGE - BZMN ma TYPICAL APPLY PLASTIC WORDS AND SYMBOLS GAL L AT IN COUNTY ao- 3 D-3 SIGN MOUNTING UNLESS OTHERWISE SPECIFIED. SIGNING AND a.• BACK TO BACK bNN' ON SQUARE TUBE SIGN POST PAVEMENT MARKINGS ti�m � STATE I PROJECT NUMBER I SHEET NO. MONTANA CM-STPU 1201(9) S-5 N7-1 N7-SIP CITY-3 REUSE NEW %lam CITY-2o a s NEW ^ R3-5L R3-6R REPLACE D-PLACE. l REUSE REPLACEREMOVE .. ` z m D-3(O.H. ) ,\ _ ■ D 00° 34 21 R3-ed =LLL , REPLACE ONLY S = N. C. REMOVE R3-9K NEW REMOVE STA. 1 4 +5 1 , 0 0 >z�a ��� R2 1 (45> CITY I REMOVE NEW i REPLACE REUSE NEW w > BEGIN CM- STPU 1201 ( 9 ) � ,� o D NWT a fr 1 y„' ;�� z° R3-SL _ �o EMPTY POST II REPLACE o ; / I �r i 15+82. 12 i �� i , `\\J l ; ` , 17+37.00 _' _ _ _ _ _ _ _ _ _ L7_ 19_60 �T , 3-6 aREMOV ' i 6.00 LT - --- ---- ---�-r=---- ------- ----1- ---- i REMOVE i i - - - 17+37.00 -'- - i \ '"F 2. 70 LT ---- ------ ------- - -- -=' -F -_ _ _ - ----ri _ 16+32.35 --------e---mac==a=c - ti OQ - - - - - - - .- - - - - - - - - - - - - I5.68 LT 13.24 LT - 3.0 r1_ 14 0 T 19TH A V -+r' 15+99.24i14.22 RT 16132-35 - - - - - - -z = -------------c---n-- - -------- ::_____== -= 15. 16 T --- ---- --___ __ _ _________"__ ---1�_-__., =��___= R ==pp==per^�Y_=a -T-ji , ,H jZ6 . �-�' STOP O \ ill" rr 7 9.60 RT `\`, \\ --EMPTY POST " 0-3(0.H. ) REMOVE z¢ 1 14+52.00 •. ♦ R3-SL '�I 'V"'ii '< REPLACE m n 6.00 RT $TAP R3-Btl REPLACE " _j h ,�� (+ .1 td R3-17 O� �mm STA. 1 7 +8 7. 00 0r - ♦ RI-I NEW J„u ull'.• NEW ,6a R3-8C REPLACE " u" rl m r Q Q R3-8d � RI I REMOVE "'� "OIIY 6B1�II1 '�,I I � � ^ ? o W 3 m �I`^�Z END C M- STPU 1 2 0 1 ( 9 ) 0 NEW REPLACE D-3(0 H. I[2R3-5R R3-SA `AlNO• AlNO i my R3-9J YELLOW FLEXIBLE SURFACE MOUNT DELINEATOR D = 0 0' 3 4' 2 1 REPLACE REMOVE CITY-I R2-1(35) REMOVE - S = N. C, 1 R3-5L REUSE REPLACE SEE SPECIAL PROVISIONS. REPLACE a REPLACE ==== -YELLOW CURB EPDXY NOTE: , c] 1.53 •__ USE EPDXY FOR ALL PAVEMENT MARKINGS EXCEPT AS NOTED BELOW: l 150 mm WHITE EPDXY USE INLAID, HOT-EXTRUDED HYDROCARBON THERMOPLASTIC FOR -----_ YELLOW CURB EPDXY A 3'6 - ALL STOP BARS, CROSSWALKS AND WORDS & SYMBOLS 1.53 I50 mm WHITE EPDXY '-100 mm WHITE EPDXY URBAN SKIP 3.6 3.45 .--_-_"_ USE YELLOW CURB EPDXY ON ALL NEW CURBING 200 mm WHITE EPDXY 0.9 �� YELLOW CURB EPDXY 3.3 1.65 z 200 mm WHITE EPDXY 2.7 2. 7 : 200 mm WHITE EPDXY 1.65 3.3 YELLOW CURB EPDXY 200 mm WHITE EPDXY . 3.45 ' 3.6 -- - 100 mm WHITE EPDXY URBAN SKIP 1.53 150 mm WHITE EPDXY 3.6 ======:; -YELLOW CURB EPDXY ^- 150 mm WHITE EPDXY 1.53 ========_YELLOW CURB EPDXY iW33W c W V W�u= ORU CM- STPU 1201 ( 9 Q S. 19TH & COLLEGE- BZMN b GALLAT IN COUNTY ca i aQ'o3 SIGNING AND PAVEMENT MARKINGS ��!m O I STATE PROJECT NUMBER SHEET NO Ln f dOlS I I MONTANA CM-STPU 1201(9) S-6 N r1 =s 3931100 11 of W COLLEGE sr a� wf .` k D-3 (21 600jmm WHITE PLASTIC REMOVE �] J D-3 (21 Q� I RI-1 o ; I IS m - DOUBLE 100 mm YELLOW DS = N.C. S0" RE,,PffLACE = o I jEPDXY WITH 100 mm SPACE 2 Q -T C N 1 o~ DOUBLE 1 OOmm 51+8 1. 18 -' " n " 200 mm WHITE PLASTIC o i1 5 1 f23.68 1 „ 1, YELLOW EPDXY 3.90 LT 6.20 LT t Q I - - - - _ _ ___ _____ _ ____ T.-.-.-_--- •T-..-.- -..-. .-.-.--�.-.-.11L.-.-.r.-.-.-. 50+58.86 50+88.37 50+88.37 YELLOW CURB EPDXY 11 " ° L------- ------------- S T A. 5 0+5 8. 87 J.40 LT 0.60 LT 3.90 LT n I ------- ------------- ' 1 ' 52+14.85 BEGIN CONNECTION ----------------�____: �• •_ _6.2o Lr - ' - 52152.55 ` ---------- -==-- - - --------- _=_ _-- --=ae== ------ - 6.20 LT - ---------- ---- ------ ------ 150 mm WHITE EPDXY -_-- _ - °___ _ --- 50+58.87 --- --------- - ------ ------------------ 0. l0 LT ' ' 18 o 50+58.87 50+88.37 5Of88.35 51+23.6 -__'_________= 2.90 RT - -► 200 mm WHITE EPDXY,' 0. /0 RT50+58.78 0.60 AT 3.90 RT 3,90 RT =_____ - 7.150 mm WHITE EPDXY--,-- --- I50 mm WHITE EPDXY 51+81. !8 _ ____ 3.40 RT 6.20 RT - -...- -_.. -.-. -•- -•-•-•-•-- .-.-.1 - - - -'-'- - -' ----...-.-.-.-.-.-.-. -'- - - - - -•- - - - PRIVATE SIGN 52133. 18 D 1 '23'50" z BY OTHERS 52+27. 18 6. 19 RT Z PRIVATE SIGN S = N.C. R3-8c 52r33. 18 z z BY OTHERS �-L NEW o 11.33 RT = ><< 'f' �� 7.7 3 RT m �n Nzo m 0 � �� z1_ R3-17 m z� o PRIVATE SIGN NEW - III o w¢ BY OTHERS v R3-5(L) 0.H. "w- R3-5A 0.H. K CITY-2 o NOTE: REMOVE) 0 H z1. REUSE A YELLOW FLEXIBLE SURFACE MOUNT DELINEATOR SEE SPECIAL PROVISIONS. REMOVE OVERHEAD CANTILEVER SIGN STRUCTURE AT 52+88 RT Q I A Ln L I`- V D = 1 '4 4'4 7' Ln j (� S N.C. 33-8c PRIVATE SIGN _ PRIVATE SIGN NEW R7-1 BY OTHERS \ I BY OTHERS REMOVE o�r� \ PRIVATE SIGN z sa-t I ° ;;;� w M'I d �i \ I AS IS R2-1 (35) CITY-I NEW17 I" 1O I� "I I CITY-I R7 I \ I 55+47.42 R7-1 R7-1 REUSE 1 ii un " I I 150 mm WHITE EPDXY REUSE 54 L46.92 REMOVE I 3.40 LT AS IS 1 AS IS REPLACE I Q 54+74.92 \ I I n wl ' 200 mm I 1 -- o~ " " ii I WHITE EPDXY 54+28.92 ♦�0 2.90 LT 2.90 RT \ I R7-1 o�r� 1 0 - W_ LI 1 11lI1N0 w II IIII I I I 9.80 LT fN of \ REMOVE zap+ zj a 7 (� jg I 111 1 m I R3-8c > PRIVATE SIGN z \ I 1 n I" 4 inl �i I I R7 I 54+22.92 g o BY OTHERS 54174.92 REMOVE 6.20 LT 2.90 LT 54+98.92 \ z I 1 I o 54174.92 l.94 RT \ 1 1 1 150 mm - - - - - z c 54+22.92 �� / \ I 55f38.42 / 55171.53 1 / �� 6.20 LT 54+98.92 WHITE / ' \ -, -•-,2.90 LT -, -,y j T-�rl I 3.56 LT / 3.40 LT - -- ------, 53+32.69 194 LT - --- ---4 - - -_ ==O°== ______ -T+= - - L -J -15.42 LT 50 mm WHITE EP 1 STA. 55+7 1 . 53 '-_-- 53+03. /1 53+65.27 �- - _ t ti m END CONNECTION YELLOW _ 6.20 LT 14.06 LT + _r +- ? 100 mm YELLOW EPDXY 'b'a CURB =:_c_ _______________ - 30' -- - ---___--_ c= 100 mm SPACE Lw EPDXY - ------ _ ---------- = _ ---____ ___=-- ---- - 55+71.53 mm LOW EPDXY ______- - --------- ----- _ o O 100 YELLOW 53+63.55 YELLOW 150 mm WHITE EPDXY _ _ _ ___� --__= -�. �� 0.00 LT �� I50 mm WHITE EPDXY 14.43 RT CURB EPDX)_�__ `-- _ ===c-_'=_==_- = ____= _ sr----ram-- -- r -/� - - J-'- - - - - n 53+28.56 -- - - - -- - -�- _�_ o�ru �14.67 RT - _ T - --- - - ----' 'r-�i l _V- � 55f44.9 55+71.53 / c _____==='______= - _ _ --r 53f43.�� 4f .�2 1 1-. 1;rz R7'1 t�tz 3.40 RT ® z_ i - - -f Im��o REMOVE ��0 0.00 LT Imp z / _ -6.20 RT 6.20 RT -r - I II +� CM- STPU 1201 N 200 mm WHITE EPDXY ^ 54+22.92 I1 I 55+47.4 \� I r 9 6.20 LT I o I I I " / :, II STOP REMOVE 3.40 RT R7-1 m I I ,� i ly 6.274.92 AS IS C 1 - 3m r lI - y--- 6.20 RT S. 1 9TH & COLLEGE - BZMN R7-1 1 / R PL D = 1 '44'47" �41q 150 mm ���}Ky I "ii� ii I I CITY R2-I (25) R3-17 i REMOVE �I / REPLACE S = N.G. GALLAT IN COUNTY �o o� 3 WHITE EPDXY I I' i' ii;; ;; I I I REUSE REPLACE NEW I1 // 100 mm YELLOW EPDXY -T u� 100 mm YELLOW EPDXY - 100 mm SPACE 00 mm SPACE 100 mm W EPDXY SIGNING A N D ,- PRIVATE SIGN PAVEMENT 100 mm YELLOW EPDXY PAVEMENT MARK INGS �NN� WI I-I orx wl6-I om� REMOVE < > BY OTHERS 600 mm YELLOW EPDXY m 7.5 m ELECTRICAL QUANTITY SUMMARY STATE PROJECT NUMBER SHEET NO, MONTANA CM-STPU 1201(9) E-1 ITEM N0. MATERIAL 2-LANE TOTAL TOTAL TOTAL UNIT RURAL URBAN RURAL URBAN 616 010 000 FOUNDATION - CONCRETE 16.6 16.6 16.6 CU- MET. 616 241 000 CONDUIT - PLASTIC 41 mm -490 •A90 490 METER "jf „51 616 253 000 CONDUIT - PLASTIC 53 no I 14 14 METER ¢a w o 616 263 000 CONDUIT - PLASTIC 63 mm -F74 1.7-1 •h-T-t METER oa a i 61B 278 COO CONDUIT - PLAS71C 78 rtun -h6 16_ 26 METER �t a Q zo 616 490 000 PULL BOX CONCRETE TYPE 2 ^2 2 2 EACH �O 616 500 000 PULL BOX - CONCRETE TYPE 3 A- 4. -4_ EACH 617 000 340 CABLE - COPPER 3 AWG 14 600Y 9D -90-- -90- METER , 617 000 740 CABLE - COPPER 7 AWG I4 600Y 100- LDO_ 1100_. METER 617 000 940 CABLE - COPPER 9 AWG 14 - 600V .245 245 24& MITER - - Q 617 001 640 CABLE - COPPER 16 AWG 14 - 600V -125- 125. I-R5 METER 2 O 2 617 006 010 CABLE - COPPER COAXIAL - VIDEO 400 AOD 48FY METER '-- - U 617 006 050 CABLE - COPPER COAX 50 OHM IOmM :31) _3G 30• METER 1± - 617 010 060 CONDUCTOR - COPPER AWG 6 - 600V 100- Ib0- 1.00 METER - 617 010 080 CONDUCTOR - COPPER AWG 8 - 600V .720 710 1790 METER OG� 617 010 100 CONDUCTOR - COPPER AWG 10 - 600V 850 1850 I•fl5(j- METER v 617 100 560 STANDARD- STEEL TYPE 10-A-500-6 13 r3 t3-_ i EACH ASPHALT PATCH �;! l 617 100 570 STANDARD - STEEL TYPE 10-A-500-7 1 1 I EACH 25 M. 25 mm 617 130 25o LUMINAIRE ASSEMBLY • 250W SV 16 16 16 EACH ! O , •U' d `' 617 140 120 SIGNAL STANDARD TYPE 1.120 2 2 2 EACH ,\ 617 155 900 SIGNAL STANDARD TYPE 2-A-900-0 2 2 2 EACH I 617 165 900 SIGNAL STANDARD TYPE 3-A-900-0 2 2 2 1 EACH 617 192 000 PUSH BUTTON PEDESTRIAN 8 B 8 EACH FLOWABLE FILL CONDUIT nn� G17 231 330 SIGNAL TRAFFIC 3 COLOR - I WAY 30-30-30 8 8 a EACH NOTE — COLD MIXED ASPHALT MAY BE USED FOR A TEMPORARY PATCH u 617 251 330 SIGNAL TRAFFIC 5 COLOR - I WAY 30-30-30-30 6 6 6 EACH IF HOT MIX ASPHALT IS NOT AVAILABLE. USE 100 mm OF 0o HOT ASPHALT FOR THE PERMANENT PATCH: CUT EXISTING Q 617 280 020 SIGNAL - PEDESTRIAN TYPE 2 a a e EACH ASPHALT 25 mm BEYOND TRENCH AND APPLY A TACK COAT PRIOR TO INSTALLING THE PERMANENT PATCH. 0 617 410 4o0 CONTROLLER - CABINET PEDESTAL TYPE P I I I EACH FLOWABLE FILL FOR TRENCHES �J 617 SOO 090 DETECTOR - VIDEO 4 4 4 EACH 617 515 150 EMERGENCY PRE-EMPTION DETECTOR SYSTEM I 1 I EACH 617 610 600 SERVICE ASSEMBLY - 60 AMP I I I EACH 617 800 100 REMOVE & SALVAGE I 1 I LUMP SUM U) 617 800 200 REMOVE 8 RESET MISC. ITEMS 0.27 0.27 0.27 LUMP SUM w " Q'=o, 61 7 900 030 YAGI ANTENNA I I I EACH U w= o U 2 U)V 4 4 a = 21 n Z � >ti 2e I �Cf im m ELECTRICAL a DETAIL DRAWING N b 4 rz b e1 �C p �p ELECTRICAL QUANTITY SUMMARY 3 DESIGNED c 1 2 DRAWN O N CHECKED y �I REVISED - INDICATES STATE FURNISHED MATERIAL REVISED REVISED STATE PROJECT NUMBER SHEET NO. WATERTIGHT CONNECTORS NO. 8 CRIMPED HIGH CARBON STEEL I MONTANA CM-STPU 1201(9) -2 WIRE SPACED AS SHOWN. 6 ONE WAY,— ' TYPES 1, 6, I I & 16 TYPES 2, 7, 12 & 17 5 THE OTHER WAY. ' o W O - O' a� NON-FUSED BREAKAWAY FUSED BREAKAWAY �'� + C W oa DENTITY DESCRIPTIVE o SYMBOL & o NO, WIRE SIZES I 6 C L 10 mm BRASS J BOLT WITH PROVIDE PULL BOXES CONSTRUCTED OF CLASS "DD" CONCRETE OR EOUAL 2 B�/v 10 25 mm DIAMETER BEND s_ W L a o 3 6 o PROVIDE A PLUG AND RECEPTACLE HOUSED IN WATER- 51 SI 51 S1 I so 51 a e RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL sl 4 6 IN THE GROUND OR INSTALLATION IN SUNLIGHT. 89 �. •_' _ •' 51 _ THE HOUSING, CONSISTING OF 2 SECTIONS, PROVIDES L -• a� A WATERTIGHT SEAL AROUND THE CABLE AND A IDW_ I' IDLlilt' 5 gyp.nWATERTIGHTSEAL BETWEEN THE TWO SECTIONS AT DTYPES 3,8, 13 & 18 THE POINT OF DISCONNECTION. SUPPLY EACH KIT WITH REINFORCED CAGE SUFFICIENT SILICONE COMPOUND TO LUBRICATE METAL NO. I6 GALVANIZED 6 6 —< e PARTS AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. r } 19 mm MESH m WHERE INDICATED. CRIMP A COPPER PIN AND A COPPER 10 mm BRASS HOLD DOWN BOLT I I WITH HEXAGONAL BRASS NUT �I•F-25 Z - B RECEPTACLE TO THE CABLE. THE RECEPTACLE IS TO 25 ESTABLISH CONTACT PRESSURE WITH THE PIN THROUGH 6 8 FUSED BREAKAWAY THE USE OF A COPPER BERYLLIUM SPRING AND BE O 6 10 EQUIPPED WITH A DISPOSABLE MOUNTING PIN. THE PIN ELECTRICAL BOND. NO.6 AWG 6 IS TO BE CONSTRUCTED OF AT LEAST HALF-HARD COPPER OR EQUAL 9 —� 6 MATERIAL. THE CRIMPING PORTION IS TO BE FULLY PULL BOX - CONCR.ETE T5 CONCRETE SIDEWALK OR ASPHALT In1�n�n 6 ANNEALED WHILE THE REST OF THE PIN IS MAINTAINED MIlVIMIJM DIIVIENSIONS �J 6 IN ITS ORIGINAL STATE OF HARDNESS. THE RECEPTACLE no 10 6 6 IS TO BE FULLY ANNEALED. THE PIN AND RECEPTACLE TYPE 1 TYPE 2 TYPE 3 ARE TO LOCK TOGETHER SO THE CONNECTION IS MAINTAINED WHEN A MINIMUM FORCE OF 89 NEWTONS L - 489 mm L = 641 mm L z 830 mm - - II g TENSION IS APPLIED TO THE ATTACHED CABLES. W a 337 mm W = 413 mm W = 500 mm Q D a 300 mm D = 300 mm D = 300 mm 0o PROVIDE FUSED CONNECTOR KITS CONTAINING A PAIR ID L = 362 mm ID I. = 514 mm ID L - 710 mm STUB CONDUIT IOOmm TO 152mm TYPES 4, 9, 14 & I9 0 W 210 mm I D W = 2 a 6 mm D W - 380 mm ABOVE BOTTOM OF PULL BOX 12 OF SPRING LOADED 90% CONDUCTIVITY CONTACTS FOR = = GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. C L 381 mm C L 533 mm C L = 730 mm 585C W 229 mm C W = 300 mm C W = 400 mm Q CONDUIT IN PLACE 13 10 THE CONTACTS MUST BE FULLY ANNEALED AND q � �— ADAPTED TO BE CRIMPED TO THE CABLE. AS REQUIRED �4 NOTE: WHEN REPLACING AN EXISTING I4 4_g II-- PULL BOX, ADJUST CONDUIT Q NON-FUSED BREAKAWAY STUB HEIGHT ACCORDINGLY. 4 4 00 CID 5 4 __ Q _ _ 0 25 mm CLEAN STONE DRAINAGE NO HIGHER uj qe lO L THAN 100 mm INSIDE 16 71 BOTTOM OF PULL BOX —ELECTRICAL BOND. N0.6 awc PULL BOX INSTALLED IN A SIDEWALK OR ASPHALT 0 713-,_" IT I� COPPER OR EQUAL U) cti -Z 10 I 7 S-{ �+--30 o I 0 18 ° TYPE 21, 22 & 23 z o TYPES 5, 10, 15 & 20 or, ° 19 ° 0 Q2,2 B m 300 CLASS "D" CONCRETE PAD 10 - - 20 1° _ m m I STUB CONDUIT IOOmm TO 10 0 0 152mm ABOVE BOTTOM a s 585— QQ OF PULL BOX ALL DIMENSIONS ARE MILLIMETERS. 21 u e NON-FUSED NON-BREAKAWAY NON-FUSED NON-BREAKAWAY W QQ (mm) UNLESS OTHERWISE NOTED 2 cpCONDUIT IN PLACE mm 10 10 AS REQUIRED N 22 ELECTRICAL � 23 6 Qo cp DETAIL DRAWING sa _ 25 mm CLEAN STONE WATER TIGHT CONNECTORS no DRAINAGE NO HIGHER v'ow3 DESIGNED THAN BOTTOMOOFmPULLSIDE B X DRAWN PULL BOX CONCRETE TYPE 1, 2 a 3 c 19NN CHECKED PULL BOX INSTALLED IN DIRT 13 ram.6 ( REVISED REVISED PULL BOX CONCRETE TYPE 1 , 2 & 3 REVISED NO SCALE YAGIANTENNA STATE PROJECT NUMBER SHEET NO. III MONTANA CM-STPU 1201(9) E-3 1 - 914mm x 28mm O.D. TUBE.-.","","" �U-BOLT i a U DED TUBE SEAL A LUMINUM WITH FOAM AND CAPPED ON BOTTOM I Omm (50 OHM) oc w o CABLE GRIP (PROVIDE c N COAXIAL CABLE J-HOOK IF REQUIRED) a Q ti ARM BAND AND BUCKLE 0 SKY BRACKET OR I (I EQUIVALENT r. . U-BOLT ARM BAND AND I I 150mm x I50mm PRESSURE TREATED BUCKLE WOOD POST 3m IN LENGTH. - MAST ARM 1 II I x p II ti QQ - _ _ J I 19mm DIAMETER HOLE, BREAK Zt SHARP EDGES, INSTALL RUBBER LJ [] O -TIJ GASKET AND SEAL WITH �--, —SERVICE RATED I WATERPROOF SEALANT. CABINET TYPE 3R Q Q MOOD AMP METER ___ 11 1 PROVIDE STRAIN RELIEF FOR II THE CABLE USING A STAINLESS l STEEL WIRE MESH GRIP. 1 53mm CONDUIT BODY - 1 ROUTE CABLE TO 53mm RIGID STEEL CONDUIT I CONTROLLER CABINET 53mm RIGID STEEL CONDUIT J 1524mm MIN. SIGNAL POLE I I 1 WIRING AS REQUIRED 1829mm MAX. I • Q O CONDUIT & WIRING —21mm SCHED. 80 AS REQUIRED PLASTIC CONDUIT I BARE NO.6 AWG INTERCONNECT ANTENNA MOUNTING —r TYPE 2 - A SIGNAL POLE 0 120/240 VOLT 76mm Min. �j UNDERGROUND 914mm SERVICE 0o To B� NSTALLEDCWIT A 1.83m MIN. OF 53 mm STANDOFF Min. FROM POLE�\ p� 16mm x 2438mm _ COPPERWELD GROUND ROD TWISTLOCK TYPE —► O PHOTO-ELECTRIC CONTROL CONDUIT OUTLET BODY U)Lu m Hm � SIDE FRONT T PLHOLELN POLE Q w FOR 13 mm PIPE U — SIGNAL OR O LUMINAIRE POLE U) C LL Q o t C z � ir Q= S - 1 UNDERGROUND SERVICE ASSEMBLY DETAIL INSTALLATION DETAIL FOR ~ 3 t PHOTO- ELECTRIC CONTROL `e F i� ELECTRICAL j� DETAIL DRAWING o UNDERGROUND SERVICE ASSEMBLY DESIGNED YAGIANTENNA oAi Z DRAWN N N CHECKED 1 REVISED PHOTO ELECTRIC CONTROL REVISED NO SCALE REVISED STATE PROJECT NUMBER SHEET NO. ANCHOR BOLT PATTERN I MONTANA CM-STPU 1201(9) 4 (VERIFY BEFORE PLACING ANCHOR BOLTS) 1030 mm --673 _1 W O O4 o TYPE "P" CABINET E TYPE "M" 2 Q CABINET Q� M 2~ O NOTE: NOTE: LOCATE CONDUITS NEAR THE CENTER OF THE LOCATE CONDUITS NEAR THE CENTER OF THE PEDESTAL - BETWEEN 152mm AND 254mm FROM PEDESTAL - BETWEEN IOOmm AND 200mm FROM THE FRONT OF THE CABINET. THE FRONT OF THE CABINET. EXTEND CONDUIT 50mm TO IOOmm ABOVE THE EXTEND CONDUIT 50mm TO IOOmm ABOVE THE CONCRETE PEDESTAL. CONCRETE PEDESTAL. 2 p Q O Z Q O U 7 o A Cit I! fill I — � n CLASS "D" CONCRETE ll tl v II (III 11 II noll II II illl 11 (III II 11�. FOUNDATION COMPLETELY SEAL THE BASE ll . II II II11 II SILICONEF THE CSEA AN INET BY BETWEEN PLACINGit II�II II 1! II II II II II o II II II II —21 mm SCHEDULE BO w THE CONCRETE PEDESTAL v II ° It II II II II AND THE BOTTOM OF THE I111.II ,11 PLASTIC CONDUIT 00 71 It It 1111 11 CABINET (III II I1. 1 BARE AWG N U 6 DRAIN �� v II II II �� 1200 mm IJ II II 11II v II IN II v II II TT E II II II 100 mm II II L76 mm MIN. E v II (III II II o II II II CONCRETE PAD II II v I (III II II v LL 11111 v 11 II It 11 It w 16 mm x 2438 mm COPPERWELD GROUND ROD O� X U) ug B .� �— o zy c CONTROLLER CABINET MOUNTING m� CONCRETE PEDESTAL DIMENSIONS € DIMENSION (mmJ o A 1 B 1 C I D I E F TYPE M 864 1 965 483 1 610 1 6,10 914 ELECTRICAL r` TYPE P 1220 1320 711 638 510 914 N � DETAIL DRAWING Qi VI N TYPICAL CABINET DIMENSIONS a0. PEDESTAL MOUNTINGS FOR !Q 3 DESIGNED DIMENSION (mm) ± �\N TYPE "M" AND TYPE "P" DRAWN WIDTH HEIGHT DEPTH bNN2 CHECKED TYPE M 762 12135 432 CONTROLLER CABINETS L'n ni REVISED TYPE P 1 1 I 1372 661 REVISED REVISED NO SCALE POLE SHAFT SIGNAL ARM FOUNDATION TYPICAL SIGNAL MOUNTINGS STATE PROJECT NUMBER SHEET NO. TABLE I MONTANA CM-STPU 1201(9) E-5 O O O O O O O � a B C D ANCHOR BOLTS (mm) E F O H O O L O O ® ® ® T TYPE III LOWER SHAFT 1 4.5m,6m,7.5m,9m 457mm SO. 445mm 38mm 44.4x2134x152.0 (OVERALL-2286.Omm) 432mm SO. 483mm 25.4mm DIA.-B UNC-127mm LONG A325 38mm 38mm 8 2439mm 2286mm 762mm TYPE (2) LOWER SHAFT 10.5m,12m,13.5m 483mm SO. 483mm 38mm 44.4x2134x152.0 (OVERALL-2286.0mm) 483mm SO. 508mm 1 31.4mm DIA.-7 UNC-152.0mm LONG A325 45mm 45mm 8 2439mm 2286mm 762mm ' t I TYPE (2) LOWER SHAFT 15m 483mm SO, 483mm 38mm 44.4x2134x152.0 (OVERALL-2266.Omm) 483mm SO. SOB.. 31.4mm DIA.-7 UNC-152.Omm LONG A325 45mm 45mm 12 365Bmm 3506mm 914mm ) z 2 TYPE 131 LOWER SHAFT 16.7m, 18.3m SOBmm 50, 508mm 44.Smm 50.Bx2134x152.0 (OVERALL-2286.Omm) 483mm 50. SOB mm 37.Bmm DIA.-6 UNC•152.Omm LONG A325 50.Bmm 50.Bmm 13 3963mm 3810mm 914mm I It w o NOTE USE PIPE BRACKETS TO MOUNT ?ti TRAFFIC AND PEDESTRIAN SIGNALS TO THE POLE SHAFT UNLESS W o MOUNTING POINTS O ® ® ® OTHERWISE SHOWN ON THE PLANS. �0 TABLE 2 2 . * STANDARD = I 3 4 5 6 7 8 9 10 MAST ARM PIPE BRACKETS FOR POLE MOUNTING ELEVATOR PLUMBIZER z Q EMERG.VEHICLE i SIGNAL DETECTOR SIGN PANEL SIGNAL SIGNAL SIGNAL LUMINAIRE SIGNALS PED.SIGNAL CONTROLLER CAB. MOUNTING TRAFFIC AND PEDESTRIAN SIGNALS MAST ARM MOUNTING o DESIGN AREA I.116 SO.m NIL .744 SO.m ,837 SO.m ,837 S0.m .837 SO.m .307 SO.m .837 S0.m .279 50.m .439 S0.m NOTES SIGNAL ARM SLIP JOINT DESIGN WEIGHT 61.3 kg NIL 45.4 kg 47.7 kg 47.7 kg 47.7 kg 34.1 kg 95.3 kg 36.3 kg 90.8 kg DESIGN STANDARDS IN ACCORDANCE WITH THE 1994 AASHTO STANDARD SPECIFICATIONS FOR END SECTION BASE SECTION WITH DRAG COEF.7-IF 1.2 NIL 1.2 1.2 1.2 1.2 0.5 1.2 1.2 1.2 STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS IAND ANY WITH 1 9mmmHOLE F FIELD 15.DRILLED BOLT AMENDMENTS THERETO). USE A DESIGN WIND VELOCITY OF 145 km/hr. ODESIGN AREA = AREA WITH MAXIMUM WIND LOAD (WIND IS PERPENDICULAR TO STANDARD, AS SHOWN). 1 TABLE 3 DESIGN WEIGHT = DEAD LOAD. 15.9mm 4.5m 6m & 7.5m 9m, 10.5m, 12m & 13.5m 15m, 16.7m & 18.3m THRU D DESIGN ALL TYPE (1) LOWER SHAFTS FOR = 9m AND A MOUNTING HEIGHT OF 13.7m_ FIELD ASSEMBLED BOLT MT G.PTS. *I,*2 &*3 *1,*2.*3 &*4 *1,*2,*3,*4 &*5 *I,*2,*3,*4,*5 &*6 DESIGN ALL TYPE (2) LOWER SHAFTS FOR A = ISm AND A MOUNTING HEIGHT OF 13.7m. f0 ACHEIYE A SNUG I'" JOINT (MIN. BASE SECTION ENO SECTION OVERLAP NOT LESS SPANDESIGN ALL TYPE (3) LOWER SHAFTS FOR A = 18.3m AND A MOUNTING HEIGHT OF 13.7m. LENGTH LENGTH THAN 762mm1.19mm DIA.-10 UNC-76.2mm LONG PROVIDE ANCHOR BOLTS CONFORMING TO ASTM F1554 OR EQUAL. GALVANIZE AND THREAD THE TOP END (305mm MIN.1. 16.7m 3.84m 13.72m A325 (TYP. ) 15.9mm DIA.-II UNC-63.5mm LONG A325 (TYP_) CALL OUT WELDING PROCEDURES, SYMBOLS, BASE METAL SPECIFICATIONS AND GRADES PRIOR TO FABRICATION OR APPROVAL. IB.3m 3.84m 15.24m 254mm - GALVANIZE POLE SHAFTS, ARMS. AND ACCESSORIES PER 4.5m PEDESTRIAN REMOVABLE ASTM A123. GALVANIZE HARDWARE PER ASTM A153, *7 45'ITYP.1 PUSH BUTTON Slmm SCHEDULE 40 A53 PIPE `\ WHEN SPECIFIED 36Bmm � _ � 5L 7mm 1 (BREAK SHARP EDGES FOR 53 THREADED SCHEDULE 40 WIRE PROTECTION( ` A53 PIPE (BREAK SHARP EDGES 50_8mm SCHEDULE 40 A53 PIPE O FOR WIRE PROTECTION) WIRE PROTECTION) EDGES FOR • \� *2 610mm MIN. 178mnro 4 51mm SCHEDULE 40 A53 PIPE 25mm LUMINAIRE OG (TYP) SIGNAL MAST ARM FILLER 1016mm 241mm 178mm - (BREAK SHARP EDGES FOR MATERIAL MAST ARM O I 1 WELD HOOK TO POLE WIRE PROTECTION) * * * * • LUMINAIRE ARM 51mm BEVEL J ANCHOR BOLT SHAFT FOR SUPPORT 3 _ - ♦ - I, 4, 5 & 6 -- - _ - MIN. II GAUGE I PROTRUSION OF WIRE CLAMP (3.Imm) FACE OF CURB 127mm TO 191mm 32mm I 40mm SCHEDULE 40 A53 PIPE + � 4`7- � _1 1_ 6mm PLATE TOP, UPPER (BREAK SHARP EDGES FOR ❑n❑ 19mm PLATE-� -I BOTTOM AND SIDES I SHAFT WIRE PROTECTION( SII 165mm I' 165mm 66mm UPPER SHAFT u t MIN.II GAUGE 610mm 152mm PLATE (3.Imm) 76. FOR *1,*2,*3,*4,*5 06 FOR *7 _ LUMINAIRE ARM CONNECTION*-- A36M NOTE-SUPPLY REMOVABLE METAL COUPLING DETAIL �IL 102mm x 165mm CAPS WITH EACH COUPLING COPPER GROUNDIN G- r` HANDHOLE EXCEPT FOR*B. *9 &*10. (NOT APPLICABLE TO*B,*9 &*10) NOTE-LUMINAIRE ARM AND SIGNAL STRAP BETWEEN -CLASS "DD' 00 O AND COVER ARM ARE IN THE SAME ANCHOR CONDUIT BOLT, BARE ONCRETE FOUNDATION O p E _ VERTICAL PLANE, ON THE 1 -} SAME SIDE OF THE POLE. I AWG NO.6 GROUND NJfI O WIRE LOWER SHAFT 3.Bm O I *I UPPER SHAFT 6mm PLATE TOP, 162mm *2 3.6m 152mm 19mm PLA E O I BOTTOM AND SIDESREMOVABLE CAP 3.6m 10.7m,12.2m & 13.7m MOUNTING 76mm HEIGHT O 152mm 914mm T- fi� A36M PLATE- I � "I 8 OF 19.Imm DIA. O I -� * 762mm 71-`_ a • _y 5' 3 *4 * +457mm ROARONG ITYP.l (n 5 *6 EQUALLY SPACED Lu c S� 330mm SO. SIGNAL ARM CONNECTION SIGNAL ARM LOWER SHAFT Q w IN.7 GAUGE Z8 ®n nom MIN.7 GAUGE ((4.Gmm) ARROW TO BE LEFT OR RIGHT,V o 0 4 A m (4.6mm I Ibc U)�' =LL OR BOTH AS REQUIRED. U)°a 381mm 127 mm x 197 mm ALUMINUM *8 IS ELEVATION AT BOTTOM OF TRAFOF 12.7mm DIA. Q o SIGN, BLACK LETTERS SIGNAL HEA05 IF IELD MOUNTED)LOWER SHAFT REBAR HOOPS SPACED ON WHITE BACKGROUND.aj ov 45'ITYP.) � EQUALLY AT ABOUT 102mm x 165mm 300mm CENTERS ti BACK OF CASTING SHAPED TO z HANDHOLE FIT CURVATURE OF POLE. *9 IS ELEVATION AT BOTTOM OF PEQ. ti -- 13mm NUT HOLDER AND COVER O SIGNAL HEADS (FIELD MOUNTED( S.Bm 64mm CLEARANCE �. FOR GROUNDING I MIN. Q w M1 • A36M PLATE USE GRADE 400 REINFORCING STEEL 30 *10 IS ELEVATION AT BOTTOM NOTE-A HANDHOLE DETAIL CONTROLLER CABINET (BAND MOUNTED) PROVIDE A REMOVABLE AND A NUT HOLDER TYPICAL FOUNDATION COVER PLATE WITH DETAIL ARE REQUIRED. 457mm PEDESTRIAN PUSH BUTTON SIGN lz q EACH POLE SHAFT. 76mm INTERNALLY THREADED SCHEDULE 40 I 3.Om o` A53 PIPE PROJECTING 50.8mm FROM SHAFT - 19mm PLATE z a NOTE-COVER PLATE DETAIL I CURB-� (BREAK SHARP EDGES FOR WIRE PROTECTION) 2.2m �m IS REOUIRED. LOWER SHAFT ) O TERMINAL .76m 1.2m ELECTRICAL COMPARTMENT 2A & 3 A STANDARDS - a N 45°ITYP. DETAIL DRAWING N SHAFT TO SHAFT - POLE Qi � SHAFT a v) MOUNTING PLATES DETAIL )_�e SIGNAL _ TYPE 2A & 3A SIGNAL STANDARDS, b 3 SLOT = ANCHOR BOLT + 6mm (TYP. 1 1 'b Q / 1 age] DESIGNED FOUNDATION DETAILS, AND DRAWN A36M PLATE TYPICAL SIGNAL MOUNTINGS bN� CHECKED BASE DETAIL TYPICAL ORIENTATION FOR REVISED REVISED PIPE BRACKET MOUNTED SIGNALS TYPE 2A TYPE 3A NO SCALE REVISED STATE PROJECT NUMBER SHEET NO MONTANA CM-STPU 1201(9) �•6 wo aw rcti oa a x x a ARROW TO BE LEFT OR RIGHT, ©R+• _ x o TERMINAL OR BOTH AS REOUIRED. V� COMPARTMENT IISmm SL IPFIT TER W.- - 127 mm x 197 mm ALUMINUM ® w n SIGN, BLACK LETTERS `•<'�� ON WHITE BACKGROUND. Toss PEDESTRIAN BACK OF CASTING SHAPED TO PUSH BUTTON FIT CURVATURE OF POST, FOR MOUNTING ON PEDESTRIAN PUSH 2 BUTTON POST, FORM CASTING p TO FIT TOP OF POST. Q p I� 2 U 'Z 1 15mm 0.D. STANDARD STEEL PIPE PEDESTRIAN PUSH BUTTON VIDEO DETECTION CAMERA ———� 1 E - 40 mm PIPE 305 mm n - AB-3006-L ASTRO BRACKET �fI CLAMP KIT 40 mm PIPE-T NOTE - LOCATE THE VIDEO CAMERA V OR VIDEO CAMERA MANUFACTURER APPROXIMATELY ONE METER FROM TYPE 1-120 SUPPLIED BRACKET THE END OF THE MAST ARM. USE GRADE 400 REINFORCING STEEL I' FURNISH ALL MOUNTING HARDWARE u 0 AS PART OF UNIT BID PRICE FOR` f�J 19.Imm DIA. REBAR (787mm LONG) EACH VIDEO DETECTOR. np<^ (B TYPICAL I DIA. n11 12.7mm REBAR HOOPS AT rJ • 305mm CENTERS ANCHOR BOLT 00 (4 TYPIGAL)) ANCHOR BOLT SIGNAL STANDARD MASTARM CIRCLE lJU 64mm CLEARANCE SECTION A-A VIDEO CAMERA MOUNTING DETAIL CAST BASE PROTRUDE CONDUIT FROM �—NO.6 AWG BARE GROUND WIRE FOUNDATION AT LEAST 76mm HANDHOLE OR PIGTAIL EXTENSION SECURED & COVER UNDER ANCHOR BOLT NUT. 51mm 152mm I U) II q II II' III it it Lu.c n� II 6� 'sir COPPER GROUNDING STRAP BETWEEN Q�c �� II • II Al It ANCHOR BOLT, CONDUIT & N0. 6 AWG ti6 II 11 II U c + II II II II , BARE GROUND WIRE OR PIGTAIL A II•- 1111 ', A 610mm 0 3- I) 11 EXTENSION. E ti¢ E � a LL d 1141— 11 11 II ao == 11 V cc m - < 1-+ 6IOmm 76mm TYPE I-120 & I-100 zm b ELECTRICAL N TYPICAL OF FOUNDATIONS DETAIL DRAWING qj o o � H a TYPE I SIGNAL STANDARDS, FOUNDATION DETAILS & v cn, DESIGNED PEDESTRIAN PUSH BUTTONS 2 DRAWN N o� CHECKED ^m 1 VIDEO CAMERA MOUNTING DETAIL REVISED REVISED REVISED NO SCALE STATE PROJECT NUMBER SHEET NO. MONTANA CM-STPU 1201(9) E-7 USE GRADE 400 REINFORCING STEEL MAST ARM LENGTH LAp 'I 19.I mm OIA. REBAR (1245 mm LONG) SEE POLE SCHEDULE 0 A (B TYPICAL o a ° 12.7 mm DIA. REBAR HOOPS AT 305 mm CENTERS h a a= - S1mm DIAMETER ACCESS HOLE ¢z ANCHOR BOLT 2 (4 TYPICAL) o ANCHOR BOLT CIRCLE i ti. s SINGLE MEMBER TYPE 203mm (3) A325 BOLTS NC-44.4mm LONG O MASTARM (TYPICAL) 152 64 mm CLEARANCE 22mm 25mm 51mm GROUNDING LUG SECTION A-A To 0 T6mm! 222mm 178mm 127mm NO. 6 AWG BARE GROUND WIRE PROTRUDE CONDUIT FROM FOUNDATION o Q I OR PIGTAIL EXTENSION AT LEAST 76 mm 6mm PLATE x p C Slmm 76mm 19mm PLATE 2 C.t Z' II •II II ° �+--'- 25mm PLATE COPPER GROUNDING STRAP BETWEEN a .° II •.�NI o. 1 III ANCHOR BOLT, CONDUIT & ND. 6 AWc LUMINAIRE ARM CONNECTION a I�ii BARE GROUND WIRE OR PIGTAIL x ° 610mm -- II A EXTENSION. m A - A 2�)77 °ii Ili) E EE II , 11•u 1 . 2m THROUGH 3. Gm LUMINAIRE ARMS �p JI IL _ « 1J �1 ( -A A M1 1 ° o FOR MOUNTING HEIGHT SEE POLE SCHEDULE I��I �61Omm 76mm n I� TYPICAL OF ALL FOUNDATIONS OD lu= 1 0 BREAKAWAY BOLT— COUPLING (ONE 102mmx 152mm REINFORCED OF FOUR) HAND HOLE &COVER CAST ALUMINUM FRANGIBLE TRANSFORMER 'BASE WITH ACCESS DOOR W m I 51 mm BEVEL fin\ U w o BREAKAWAY BOLT--,,, I \ 457 mm 610 mm MINA Q COUPLING ( \I1I Qo ° II II vll ° 'll•IIV II ° III) °II II. II II II II II II II ' --- 6-6o II II .II " II° 1 ,•�jj 152 mm TO BE FORMED 11 <I J AT THE TOP TO Il ` A 686 mm DIAMETER pN ° ° v NOTE-MAKE THE TOP OF THE CONCRETE FOUNDATION 1 - e FLUSH WITH THE GROUND LINE. fff,, I •, PROVIDE A HANDHOLE DETAIL AND A 13mm NUT BOLT COVER HOLDER DETAIL (FOR GROUNDING) . m� ti ANCHOR TRANSFORMER BOLT COUPLING ELECTRICAL ti N (BREAKAWAY TYPE) (BREAKAWAY TYPE) TYPE 10—A POLE DETAIL DRAWING � o o � N A~f b ¢4 I BASE TYPES FOR LUMINAIRE STANDARDS TYPE 10-A LUMINAIRE STANDARDS, � Yoo-3 DESIGNED POLE BASES & NDATION FOUDRAWN DETAILS CHECKED G op REVISED REVISED REVISED NO SCALE POLE SCHEDULE STATE PROJECT NUMBER SHF-ET NO, ° MONTANA CM-STPU 1201(9> F=8 POLE OFFSET TYPE POLE FOUNDATION PEDESTRIAN PUSH BUTTO SIGNAL LUMINAIRE LUMINAIRE LUMINAIRE 1 NEW 41mm PVC CONDUIT *No TYPE LINE STATION -�- -r- & I - 3 AWG N0. 14 CABLE N0. IE POLE) BASE DIA.X DEPTH LEFT ARROW IGHT ARROW MASTARM MASTARM HEIGHT TYPE FOR PRE-EMPT FROM FIRE STATION B 00 3•A•900-0 COLLEGE 53-29.0 19.?m LT ANCHOR 914 mm X 3963 mm 1 1 I8.3 m 4.5 m 12.2 m 250 WATT � 1 ROJECT NO. STPU 1201(12) 9 20 1-120 COLLEGE S3+25.4 19.Im RT BREAKAWAY 610 Imo X S14 mm I10 00 2-A-900-0 COLLEGE 53+29.5 2.7m RT ANCHOR 914 mm X 3963 mm 18,7 m 1 NOTES: 11 70 10-A-S00.7 19TH AVE. t5*66.7 14.3m LT BREAKAWAY 610 mm X 1372 mm 6.0 m 12.2 m 250 WATT I. S�ESHEET NO. E-10FOR 12 00 2-A-900-0 COLLEGE 53+65.4 14.]m flT ANCHOR 919 mm X 3963 mm 1 IB.3 m \\ ADDITIONAL TRAFFIC SIGNAL w o I] ,0 10-A-500-6 COLLEGE 53+70.0 14.Om RT BREAKAWAY 610 mm X 1772 Mn 1,5 m 12.1 m 250 WATT 14 zi 617 165 900 7•A-900-0 COLLEGE 53i65.4 5.7m LT ANCHOR 914 mm X 3963 mm IB.3 m 4.5 m 12.7 m 250 WATT \� NEW TYPE 2 DETAILS. 15 617 140 120 I-120 COLLEGE 534fi6.3 18.4m LT BREAKAWAY 610 mm X 914 mm I I ' CONC. PULL 2. INSTALL MAST ARM SIGNAL o a 1 I I „ I I \\ INDICATIONS ON POLE N0. 10 & 12 a= NEW R/w ;� �• " I �. \\ WITH ASTRO BRACKETS. TENONS i a A IN PLACE & DISPOSE OF BANDON EXIST. CONDUITS 1 �1 1 FOUTURETLOCAT ARM ONLOBEINDIC USED AT DNS. o EXIST. R/w I " i i ° I 1 EXIST. WIRING (TYP. 1 �� `� 1 \ 3. SEE SHEET NO. E I FOR CD SERVICE���� \\ SERVICE & LUMINAIRE i L y REMOVE & SALVAGE U) I I I �,`� WIRING DETAILS. EXISTING CONC. PULL 11 ,, .� • 1 , 4. LOCATE ANY UNDERGROUND BOX (TYP. 1 �� 1 . FACILITIES PRIOR TO ANY NEW R/W \ � EXCAVATION AND PROTECT NEW TYPE 2 ' I " I ( FROM DAMAGE. �1N0 �1N ' CONC. PULL ABANDON EXIST. CONDUITS 1 „ '� �� „ I � �`. BOX /� IN PLACE & DISPOSE Of 1t " 11 II 1 EXIST. R/W '' EXIST. WIRING (TYP.') OI REMOVE & SALVAGE N I i� " ' REMOVE & SALVAGE EXIST. EXISTING CONIC. PULL CONDUIT AND WIRE SCHEDULE EXIST I ® J '1 SIGNAL STANDARD, SIGNAL Box (rrP.l INDICATIONS & PEDESTRIAN J OF TB mm PLASTIC CONDUIT R/W O ' 111 INDICATIONS �A2 OF 16 AWG NO. 14 SIGNAL CABLE NEW R/W 1 OF 9 AWG N0. 14 SIGNAL CABLE O- �� EXSIT. R/W u / �- REMOVE b SALVAGE EXIST. i \ 2 OF EMERGENCY PREEMPTION CABLE I SIGNAL STANDARD, SIGNAL I OF VIDEO COAXIAL CABLE T INDICATIONS & PEDESTRIAN _1 OF 3 AWG N0. 14 SIGNAL CABLE (PRE-EMPT) 3 OF AWG NO. 6 CONDUCTOR (SIGNALS) NEW LUMINAIRE Iv-N INOICATIDNS - 2 OF 63 mm PLASTIC CONDUIT (TYP. ) -- I OF 16 AWG N0. 14 SIGNAL CABLE -- --- 1 � �. - O A 7 OF 9 AWG N0. 14 SIGNAL CABLE ---------- 1- ----_-_-_-__-_-_---_--__--_-- :�IT I OF EMERGENCY PREEMPTION CABLE ___..____--OF VIDEO COA%IAL CABLE -' � r�n 2 OF AWG N0. 8 CONDUCTOR (LIGHTING; OF AWG N0. 10 CONDUCTOR )GROUND) OF 63 mm PLASTIC CONDUIT --__: _J s (�- I OF 16 AWG NO. 14 SIGNAL CABLE _ -_ - - o 1nI I OF VIDEO COAXIAL CABLE --- __:_-_- _--- - r 1 o NEW LIGHTING CONDUII CJ © 2 OF AWG NO. B CONDUCTOR (LIGHTING) E_ 0 1 1 SEE LIGHTING PLANS roll 1 OF AWG NO. 10 CONDUCTOR (GROUND) NEW LIGHTING CONDUIT I p I s NEW LUMINAIRE FOR DETAILS u OF 63 mm PLASTIC CONDUIT SEE LIGHTING PLANS (TYP. ) 0 AD 2 OF 9 AWG N0. 14 SIGNAL CABLE FOR DETAILS -_,-- J C O E E E G E S I R E �_ t I OF VIDEO COAXIAL CABLE -- -------- ------- ---- _a - I OF 3 AWG N0, 14 SICNpL CABLE (PRE-EMPT) --' ---------'--"- - _____ p -.__-_____ -___ 2 OF AWG N0. 10 CONDUCTOR (LIGHTINGI -_- __ ------ --- f I OF AWG NO. 10 CONDUCTOR )GROUND) ° _ _ _____ .L 00 I OF 53 mm PLASTIC CONDUIT � 0� � � �r ` r __. _ _____ . ----___ _-____._--_________-_______________________ - Q1 OF 9 AWG NO. 14 SIGNAL CABLE t J I -c r 1 OF VIDEO COAXIAL CABLE �l 2 OF AWG NO. 10 CONDUCTOR (LIGHTING) LJ� 1 OF AWG NO. 10 CONDUCTOR (GROUND) OF 41 mm PLASTIC CONDUIT ` ,� 1 «` III����)))ljjj - - ---- - - F I OF 9 AWG N0. 14 SIGNAL CABLE �"' 1 1 _ ------ I AWG NO 10 CONDUCTOR (GROUND) o � I, -- ^, OF 63 mm PLASTIC CONDUIT ____ ``' ------------------------ G OF 16 AWC N0. 14 SIGNAL CABLE 1 f OF EMERGENCY PREEMPTION CABLE _ ___ _- �i 1 OF VIDEO COAXIAL CABLE '-� ---- ��- 1 OF 3 AWG . 14 SIGNAL CABLE NO E.C. EXIST. R/W 1 OF AWG NO. 10 CONDUCTOR (GROUND) I OF 41 mm PLASTIC CONDUIT / 1 REMOVE & SALVAGE ABANDON EXIST. CONDUITS IN PLACE 771 OF IOmm COAXIAL CABLE c EXIST. TYPE 1-80 & DISPOSE OF EXIST. WIRING ITYP.1 NEW R/W q I �' PEE). STD. u3 1 1 REMOVE & SALVAGE 1 OF 41 mm PLASTIC CONDUIT U w` o a 1 OF 3 AWG N0. 14 CABLE (PHOTO ELEC. CONTROL) EXIST. R/W ,/ EXISTING .) PULL =i� A2 OF AWG N0. B CONDUCTOR (LIGHTINGI _ BOX (TYP.) 2 OF AWG N0. 10 CONDUCTOR (LIGHTINGI ABANDON EXIST. CONDUITS IN PLACE REMOVE & SALVAGE - ,- (n a� 3 OF AWG NO. 6 CONDUCTOR (SIGNALS) & DISPOSE OF EXIST. WIRING (TYP. EXISTING CONC. PULL Q o I OF AWG No. 10 CONDUCTOR (GROUND) BOX (TYP. ) 9 I 11 L U' 11 I I ' � I REMOVE & SALVAGE EXIST. 1 1 OF 53 mm PLASTIC CONDUIT pp SIGNAL STANDARD, SIGNAL K I OF 9 AWG NO. 14 SIGNAL CABLE 1 ' " / U\' 1 a K 1 OF EMERGENCY PREEMPTION CABLE I I I " i 11 J INDICATIONS, PEDESTRIAN \ z c I OF VIDEO COAXIAL CABLE I j i I I (� I INDICATIONS b SERVICE 1 I` 1 OF AWG NO. 10 CONDUCTOR (GROUND) I1 tt /• REMOVE & RESET EXIST. TYPE BA Q I OF 41 mm PLASTIC CONDUIT CONTROLLER CABINET (INSTALL 2 OF AWG N0. B CONDUCTOR (LIGHTING) - - ' It It tt 1 1 1 I OF AWG No. 10 CONDUCTOR (GROUND) `-I I ( 11 CABINET DOOR TOWARD SIDEWALK _ " t, tt NlY ONLY 11 I I UPDATE CONTROLLER & CONFLICT 1 �91 I OF 41 mm PLASTIC CONDUIT - / ` 11 1 t 11 1 ( MONITOR 2 OF AWG N0. 10 CONDUCTOR (LIGHTING) II 1 I 1 I OF AWG NO. 10 CONDUCTOR (GROUND) / MOVE & SALVAGE EXIST. TYPE -10 LLJ I 1 1•''•''` `�+� PED. STD. & PED. I 1 i t' " I c y / INDICATION I I 11 I I I I I I .�� NEW YAGI / R/W T• �' /' ANTENNA I- - C. 1 WTI DETECTOR 1 I .I Q UNDERGROUND SERVICE �1 TO BE REMOVED I I 11 I, 11 60 AMP SIGNAL SERVICE ASSEMBLY I ,,`� BY OTHERS I I :' (SEE DETAIL SHTS. )& LUMINAIRE SERVICE ASSEMBLY PROJECT NO. CM- STPU 1 2 01 ( 9 ) ��' • I .` REMOVE & SALVAGE EXIST. SIGNAL STANDARD & SIGNAL t I I NEW LUMINAIRE& CONDUIT , C \I INDICATIONS I I 11 I I {t I PROJECT NO. a 1 I �� STPU IzolI121 ,' 1 ' TRAFFIC SIGNAL 24 _-_ _ I 1 6� I tl " :1 1 (TYP'' SOUTH 1 9TH AVENUE & p g N 3 DESIGNED �\t 1 I t 1 t t I I I 1 1 - 2 - NEW TYPE 3 r 1 " " 'I '1 1 I / / r� NEW TYPE P COLLEGE STREET 'e 2 DRAWN I I I I " 'I i i L L-L PEDESTAL B 0 Z E M A N CONC. PULL B0XE5 II II o N N. CHECKED I TACKED) o EXIST. R/W----'Or I It 1I 11 II u 1I I1 ,1 I STA. 5FIT. 3 fi\41_ REVISED i i �� I I 1 I 1 I 2 - NEW TYPE 3 22.9m RT. G A L L A T I N COUNTY „ O I :i REVISEDt) 11 'I I NEW R/W CONC. PULL BOXES REVISED 1 1 " (STACKED) J 0 5 10 V / SCALE = 11250 L� 2.5 7.5 STATE PROJECT NUMBER SHEET NO. MONTANA CM-STPU 1201(9) E-9 SIGNAL INDICATIONS o L300 ED mm ® 300 mm LED R 300 mm LED LED LED Y 300 mm Y 300 mm Y 300 mm ,Q 300 mm LED © 300 mm LED . 300 mm LED I1 a i N ® 300 mm Y&G 300 mm Y&G i OOP©O LED LED 8 REOUIRED 00 SO. 19TH AVE . o0 NEW 41mm PVC CONDUIT I I' & I - 7 AWG N0. 14 CABLE FOR PRE-EMPT FROM FIRE STATION f l PROJECT N0. STPU 1201 l 121 11 11 11 1 I VD-3 11 11 1 Q Q I 11 O // 11 11 `\ \ •\ \ VIDEO DETECTORS 11,�'I 1 ✓ DIMENSIONS NUMBER OF TURNS LOOP CONNECTIONS ASSOCIATED LOOP NO. (METERS) IN LOOP AT PULL BOX AT CONTROLLER VEH. PHASE 1 VD-1 VIDEO `� � VIOEO TO PROCESSOR— 9 2 & 5 VD-2 PPB-R �\I TO PROCESSOR— O 4 & 7 - PPB-L 1 - r VD-3 VIDEO — TO PROCESSOR— 0 1 & 6 • - --- m VD-4 VIDEO TO PROCESSOR— 0 3 & 8 mNEW VIDEO 0 O O COLLEGE C T o MOUNTED ON SIIGGNAL I I z -------MAST ARM-----I --- J o n --------------- ---- t; , ) NEW MODEL 721 �J v DETECTOR a Jr - - O ----- -------------------=-=--- ----------------------------- nnn = NEW VIDEO CAMERA COLLEGE S T o LJ � MOUNTED ON SIGNAL MAST ARM ITYP. I m - - ------ p -� I � 2 a -------- VD- _ IL I a PPBPPB �L_ PPB-R 0 1 VD-I O U `x� I Nil•• N 11 11 11 (n Q o W K -6 NOTES 1 1 1. INSTALL MAST ARM SIGNAL �w PHASE DIAGRAM z - INDICATIONS ON POLE NO. 10 & 12 ww WITH ASTRO BRACKETS. TENONS Z' a ON MAST ARM WILL BE USED FOR 0 1 0 2 PPB 0 3 0 4 FUTURE LOCATION OF INDICATIONS. S O o 1 9 T H AVE . t PPB -----♦PPB I 2. SEE SHEET N0, E— 1 1 FOR SERVICE & LUMINAIRE �'Y� ♦ `L �_ 2� WIRING DETAILS. + __ m PPB 1/ 3. LOCATE ANY UNDERGROUND PROJECT NO. CM- STPU 1201 (9 ) o FACILITIES PRIOR TO ANY 05 0 6 PPB 07 08 o EXCAVATION AND PROTECT' FROM DAMAGE. TRAFFIC SIGNAL i =♦ 0zi4 tom' --,7 SOUTH 19TH AVENUE & Y O 3 DESIGNED + cc\y7, DRAWN ♦ PPB ----♦PPB COLLEGE STREET qNN CHECKED PPB BOZEMAN ^� I REVISED GALLATIN COUNTY REVISED 0 5 10 REVISED SCALE = 11250 I .—J 2.5 5 7,5 STATE PROJECT NUMBER SHEET NO. MONTANA CM-STPU 1201(9) 10 a g ¢Q ti W O O Q. 2 2 R ac 2 F' 4 O C 2 q �O 2 Q Ov 2 POLE SCHEDULE POLE ITEM NO. TYPE LINE STATION OFFSET TYPE POLE FOUNDATION LUMINAIRE LUMINAIRE LUMINAIRE NO. k POLE) BASE DIA.X DEPTH MASTARM HEIGHT TYPE 1 617 100 560. 10-A-500-6 COLLEGE 50+83.7 7.9m LT BREAKAWAY 610mmx1372mm 4.5m 12.2m 250W HPSV 0 2 1 1 1 51+24. 1 9.4m LT 3 51+57.3 11.5m LT 4 51+93. 1 12.9m LT 5 52+23.9 13.4m LT 6 52+59.0 113.4m LT 7 617 100 560 10-A-500-6 COLLEGE 52+94.0 113.4m LTI BREAKAWAY 610mmx1372mm 4.5m I -2m 25OW HPSV 8 SEE SHEET NO. E-e 9 SEE SHEET NO. E-8 10 ISEE SHEET NO. E-8 a li SEE SHEET NO. E-8 12 SEE SHEET NO. E-8 13 SEE SHEET NO. E-8 �j 14 SEE SHEET N0. E-8 15 SEE SHEET NO. E-8 (99 16 617 100 560 10-A-500-6 COLLEGE 54101.0 14.7m L1 BREAKAWAY 61Ommx1372mm 4.5m 12.2m 25OW HPSV p 17 4+3 1 T.4m LT 18 54+74.5 12. Im LT o� 19 55+14.6 9.7m LT 1 1 -A- - COLLEGE + 4.2 8. m L AKAWAY I mmxl mm 4. m ic. m c W H �V * LUMINAIRE DISTRIBUTION IS FULL CUTOFF TYPE III (FLAT GLASS) H c Q ° U W O U) dLL Q G dS C" Z � >ti Q 3N `e F zm G PROJECT NO. CM-STPU 1201 (9 ) b � N J ROADWAY LIGHTING z�1Q- SOUTH 19TH AVENUE & o$m3 DESIGNED COLLEGE STREET 'eNp 2 DRAWN BOZEMAN O Oi N CHECKED tot j REVISED GALLAT IN COUNTY REVISED REVISED NO AL STATE PROJECT NUMBER SHEET NO. MONTANA CM-STPU 1201(9) E-11 NEW AWG NO. 10 GROUND (TYP, ) POLE BASE (TYPfGROUND LUG (TYP. ) NEW AWG NO. B (TYP. ) — 0 AWG NO. 10 "I INSIDE POLES T(TYP.) — j 14 T 2 3 4 5 6 7 I EW AWG NO. 10 GROUND (TYP. ) NEW AWG NO. 10 (TYP. ) 122 I 20 s r��"g 19 20 NEW AWG N0. 10 GROUND (TYP. f I ? NEW AWG N0. 8 (TYP. 1 I NEW AWG NO. 10 GROUND (TYP. ) Q NEW AWG NO. 10 (TYP. I oLj � I I ip 13 11 20 2o _ u O T — — PHOTO E 2 — —.�0 — 2O �20 CONTROL LECTRIC 12 PULL BOX (TYP. ) 1 pp NEW AWG NO. 10 GROUND (TYP• I-\ �J 3 AWG NO.14 CABLE INDICATES NEW WATERTIGHT CONNECTOR, j I SEE DETAIL DRAWING ON SHEET E-2 NEW AWG NO. B (TYP. ) j SUPPLY FUSED CONNECTORS THAT ARE MIDGET I 0o FERRULE TYPE RATED AT 6 AMPS FOR p 250 WATT LUMINAIRES. 1�NEW AWG N0. 10 (TYP. ) I p j I 120/240 VOLT CIRCUIT A CIRCUIT B SERVICE AWG NO.2 S— I CIRCUIT BREAKER 100 AMP,2 POLE, m SINGLE THROW Q W ue SERVICE RATED L) o c 200 AMP METER 0 FS 3k MAIN PHOTO-ELECTRIC I1_ 1 CONTROL U) IIL CIRCUIT BREAKER Q o 30 A/4".2 POLE, --3 AWG NO-14 CABLE SINGLE THROW BARE AWC N0.6 _ z y FI AWG N0.6 CIRCUIT BREAKER j ti GROUND ROD—— '1' 20 AMP,2 POLE, 2 SINGLE THROW LIGHTNING ARRESTOR ti 3 N AUTO-OFF-MANUAL ^ CIRCUIT BREAKER SWITCH 60 AMP,I POLE SINGLE THROW 20 AMP RELAY ~m AWC N0.6 2 POLE.SNGLE THROW ^F 2 N N.E.M.A. TYPE 3R CABINET AWG NO.10 TO LUMINAIRES 30 AMP RELAY (c1RculTe) PROJECT N0, CM-STPU 1201 (9 ) p \I 2 POLE,SMGLE THROW AWG NO.B Qy AWG N0.6 C TO LUMINAIRES ROADWAY LIGHTING (CIRCUIT A) b ma AWG NO.10 ceouNO--- SOUTH 1 9TH AVENUE & v o j 3 DESIGNED I120 VOLTS) TOSIGNAL COLLEGE STREET �(� - INEIITRAL I C� I DRAWN IcaouNOl CONTROLLER N N CHECKED REVISED S- I SERVICE WIRING DIAGRAM BOZEMAN REVISED GALLATIN COUNTY REVISED NO SCALE Ln STATE PROJECT NUMBER SHFET NO. W ;;n I I MONTANA CM-STPU 1201(9) 12 W iirr i I I lilt I CD NOTE SERVICE S- I CIRCUIT & WIRING RXwT. XT SCHEMATIC IS DETAILED ON �J r„ I� II R/W SHEET E- I I. ::1� T I 1 �- Z7� , LIJ rr a J iito 1 Ir o < w o O NEW LUMINAIRE & CONDUIT 2 a PROJECT NO. STPU 1201112) EXIST. ,;rr I EXIST, ITYP. I R/IN �' EXIST. �R/W "r a NEW R/W EXIST. o ---_-----_— _._..—_---------------- R/W -- f\�}\''�'I1 R/W . -•�'1YP'�T i-.TTZT T-. r~rT_-.-.T r.�r.�-..-r. r�r1------------------- � - - ' -••-�.�'.�. 1 - ------------- ------------ --- - -- ---- ----- - __-_-�_ __ __-__--_�_-- --� I •- •- - _- J,31 •- REMOVE & SALVAGE I r ----" _� EXISTING LUMINAIRE _- ¢ a SOUTH 19TH AVENUE � Q _ AVENUE O U ei _ _ _ •.. ____, ____, ___________________�5�===------iv�...e.a�� ____ - ��.y..]•---- --- — _--__--_ -•. -..., ram. ..........1- a.v�v+ �. v����.v av�a.r-ti i�r .a — — — —� ------ ....................... ........ ......... ; I. NEwX1 T. \ uncm. EXIST, EXIST �J EXIST. R/W R/W nii u ' R/W ` CS REMOVE & SALVAGE \ NEW R/W R/W EXISTING PULL BOX \0, rni ;�1 R/W \\� NEW LUMINAIRE & CONDUIT \ PROJECT N0. STPU 1201(121 (TYP. 1 ABANDON EXIST. CONDUIT IN PLACE ���� I NEW 4lmm PVC CONDUIT nc) & DISPOSE OF EXIST. WIRING 1 lirr r, & 1 - 3 AWG NO. 14 CABLE e ` FOR PRE-EMPT FROM FIRE STATION LIJ L'j ;;I EXIST. PROJECT N0. STPU 1201(12) O NOTE' UNDERGROUND SERVICE I r °; � r i R/W 60 AMP SIGNAL SERVICE ASSEMBLY & n LOCATE ANY UNDERGROUND LUMINAIRE SERVICE ET VICASSEMBLY EXIST. I '; V1 ;;I NEW SEE DETAIL FACILITIES PRIOR TO ANY R/W 1 ;;;; Lu ;;1 �R/w EXCAVATION AND PROTECT NE FROM DAMAGE. SEE SHEET NO. E-8 & E- 9 R/W w � a FOR INTERSECTION DETAILS of CONDUIT & WIRE Ln Ln w '/,� �. > R/W 0o SCHEDULE > Q .NEW a ii ii ii 41 mm PLASTIC CONDUIT = R/W a nu n � � 2 OF AWG N0. B CONDUCTOR (L IGHTINGI EXIST.—,! " ,iii It I 1 OF AWG N0. 10 CONDUCTOR (GROUNDI N (\, R/W a i u it j EXIST. 41 mm PLASTIC CONDUIT ' R/W A,, 2 OF AWG N0. 10 CONDUCTOR (LIGHTING) I OF AWG N0. 10 CONDUCTOR (GROUND) v z z- Ala. ., I u un n nn Ir 14 V EXISTT . 8 V/zz EXIST. R/W EXIST. P 15 8 I O R/w R/W II f I \ r1 w u-) , =- ----- - --- - - I cc: 3N _ ___________________________________-___ COLLEGE STREET I9 113 = -E/ ---- - - -- - - I 10 COLLEGE STREET // a € A A.: 11 ='m EXIST /w R/W R/W . . EXIST. PROJECT NO. CM- STPU 1201 ( 9 )e, REMOVE & SALVAGE EXISTING PULL BOX EXIST Ml j ABANDON EXIST ROADWAY LIGHTING C I & O SPOSE OFEX ST.CONDUIT W PLACE I SOUTH 1 9 T H AVENUE & 0�a� 01. DESIGNED fl� COLLEGE STREET ,roDRAWN nONZ CHECKED SEE SHEET NO. E- 8 & E- 9 BOZEMAN m, REVISED ALLA IN COUNTY FOR INTERSECTION DETAILS REVISED 0 10 20 SCALE = I:500 =— --REVISED 5 IS V LO STATE PROJECT NUMBER SHEET NO. Ln Lc) L(7 Ln I MONTANA CM-STPU 1201(9) E-13 N Q oa j L �a Z~ B g e a 'o EXIST. LEWL EXIST. R%MTV 00 R/W - R/W 00 FL —rn -Ln ------- ------------- — ____ --------�r--�I OCOLLEGE STREET 17 18 19 ZO COLLEG STREET Q N U LJ -- z --------------------------- -- --------=---- =r;:__ _- ------ --- — ---- --- ------------- -� EXIST. c� Exlst.----- ® — 1 ;; I EXIST. R/W -E R/W NEW v �� I R/W 177 An� CONDUIT & WIRE SCHEDULE O 41 mm PLASTIC CONDUIT 2 OF AWG N0. 10 CONDUCTOR (LIGHTING) NOTE w NOTE: I OF AWG NO. 10 CONDUCTOR (GROUND) LOCATE ANY UNDERGROUND FACILITIES PRIOR TO ANY SERVICE S- 1 CIRCUIT & WIRING EXCAVATION AND PROTECT SCHEMATIC IS DETAILED ON SHEET E-11. FROM DAMAGE. a uj OD aW ou U) �t z ' �m PROJECT NO. CM-STPU 1201 (9 > b A , N O Q ROADWAY I IGHTING SOUTH 19TH AVENUE & aom� DESIGNED COLLEGE STREET cam',`,' DRAWN BOZEMAN N N CHECKED REVISED GALLATIN COUNTY REVISED 0 10 20 REVISED SCALE = 1:500 � 5 15