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HomeMy WebLinkAboutN 19th Ave - Durston Rd Intersection, Signal, Road I7 THE IDA L INCOI GL ACER f00LE> HILL ( VALLEY DANI S F ATHEAD rl PO RA BLAINE OOSEVEL CHOUTEA ICHLAND ANDERS TETON PHlLIPS IC CON LEWIS I GARFELD N OUL CLLARK CASCADE FERGU p�S DAMSON N. 19TH AVE. DURSTON INTERSECTION & \7,P 5 JUDITH \� BAs IN GRANT MEAG R S ELSHEL CUSTER FALL N ROSEBUD SIGNAL N. 19TH & DURSTON ROAD HEA AN o i CITY �/T .T�` D 1BEAVERHEA - 1i CARTER ■ .I ■ i O1, r'OZEMAN A BIG HORN POWDER \\.// ii 11 iJ iJ l�i(`��ji �LL� y0 ARK N z J PROJECT SITE GALLATIN COUNTY LENGTH 0.00 MILES SURFACING SOURCE — INDEX OF SHEETS CONTRACTOR FURNISHED COVER SHEET. . . . . . . . . . . ... .. ... ....... . . . . . . ... .. . . I REDUCED PRINTS APPROXIMATELY 12 ORIGINAL SCALE /ELECTRICAL PLANS _ R. S E. THREE FORKS\ELGRAOE R. 6 E. ELECTRICAL SUMMARIES AND PULL BOX DETAILS. . .. ... .. . 2 • \ • • f K� DETAIL - DETECTION LOOPS. . . . . . . . . . . .. . . . .. . . . . . . . . . 3 �• • • ■• • �, / � �� DETAIL - SIGNAL STANDARDS, FOUNDATIONS, •j �/ y vtt / ~' =, AND SIGNAL MOUNTINGS. . . . . . . . .. . .. ... . . ... . 4 ■ • ■ Q ' Gr `/ `_' DETAIL - WATERTIGHT CONNECTORS AND ' O • ' LUMINAIRE WIRING DIAGRAM - ... .. ... . . .. . . . . . 5 ' it ■ TRAFFIC SIGNAL PLAN. . . . . . . . . . . . . . . . . . . . .. .. . .. ... .. 6 •♦ o ee* —� SIGNING AND ROADWAY PLANS GALLATIN 35 • • • ■ Bridger N o� Gt n w . ' SUMMARIES, SIGN LOCATIONS AND SPECIFICATIONS. . .... . . . T COUNTY ■ \� • ■ z DETAIL - TYPICAL ROAD SECTIONS. . .. . . . ..... .... . . ... . 8 •■ 36 m ■ INTERSECTION IMPROVEMENT - SUBEXCAVATION, W a • ■a ' • --� o 2 ■ t• PULVERIZING. . .. . . . .. . . . . . . . . .... . . .. .. 9 �a ' 'zo ® ■ ■ • ® CANYON• s® In INTERSECTION IMPROVEMENT - SUBEXCAVAT ION, III■ • • ' ••■~ \ i■ ■ ■ • BA TE LAN \ ■■ ■■ �_� •■ • AND PULVERIZING. . . . . . . . .. . . . . . . . . . . . . . . .. . IO ■ ■ I■ • w • CORNER DETAILS. .. . . . .. . . . .. ... .. ... ..... .. . .. . .. . . II � SIGNING AND STRIPING PLAN. ... ..... ..... ..... . . . . . . . . 12 J m t P R E P A R E D B Y m �` ■ • F ❑ u ■ 2 II sTENG . q�9p ••• MORRISON SCIENTISTS z ' Q .' O SURVEYORS J • ■ CDIn Q 0❑ LE��1\�. PLANNERS S N MAIER CE 1945 I o' Q A � ✓ z • ■ 910 HELENA AVE HELENA , 59604 6147 z OUR AD FAU 1204 0 (4061 442 305050 vi O • ■ ■■ ■ N ♦LJ ULJ U-I ~ •■ / FA oe � �MORRISON � � J ci BAecoc ■ R .• FAR 50 MAIERLE,►ec. � z ■ • o DUALITY ASSURANCE I w o ' ■ ■ + n n FAU 120$� _N > w Q Q Q 9CC�nn PROJECT MANAGER Q TO • FAU 1210 LIVNGSTON ■ • • \� DISCIPLINE HEAD OR OFFICE MANAGER A SSO CIATED PROJECT ■ B O Z E M AN PEER REVIEWER z - A G R E E M E N T N U M B E R S F- PROJECT PRINCIPAL w R/W U N LLj ~ OA NO. OFFICE MANAGER m I.C. - W APPROVAL CD P.E. DATE. - THIS CONTRACT UNIFORM NO. - Z d � O PROJECT Nam. W Z CO W :1 /:12] N K NN Z N0. 8 CRIMPED HIGH CARBON STEEL WIRE SPACED AS SHOWN. 6 ONE WAY, 5 THE OTHER WAY. 0O (V H W 0 ol = zo�zrc w<o x�z� zm % ELECTRICAL QUANTITY SUMMARY + TOTAL o o?} MATERIAL URBAN TOTAL UNIT FOUNDATION - CONCRETE 3.14 3.14 CU. YDS. CONDUIT - STEEL 2 IN. RIGID 81 81 LIN. FT. CONDUIT - STEEL 1 1/2 IN. RIGID 83 83 LIN. FT. CONDUIT - STEEL 1 IN. RIGID LIN. FT. CONDUIT - PLASTIC 1 i 2 IN. - - LIN. FT. CONDUIT - PLASTIC 2 IN. - - LIN. FT. z z PULL BOX - CONCRETE - TYPE 1 1 1 EACH N PULL BOX - CONCRETE - TYPE 2 1 1 EACH 3/8" BRASS J BOLT WITH PROVIDE PULL BOXES CONSTRUCTED OF CLASS "DD" CONCRETE OR FOIJAI 1" DIAMETER BEND ` CONDUCTOR - COPPER - AWG 6 - 600V 99 99 LIN. FT. 9 CONDUCTOR - COPPER - AWG 8 - 600V 824 824 LIN. FT. W CONDUCTOR - COPPER - AWG 10 - 600V 538 538 LIN. FT. v - 2" 2" 2' CABLE - COPPER - 15AWG14 - 600V 701 701 LIN. FT. �' 2 �{ '�2" "ate 2 �J z _ --+ I--1 SIGNAL STANDARD - TYPE 3-A-900-6 EACH II SIGNAL STANDARD - TYPE 3-A-900-5 EACH /2" 1 SIGNAL STANDARD - TYPE 2-A-900-7 1 1 EACH 3 1 "' 1 -1 1-•-�1 SIGNAL STANDARD - TYPE 2-A-900-6 1 1 EACH _ �) SIGNAL STANDARD - TYPE 2-A-900-5 - - EACH ~4 lyti EACH - IDW 11 s CONTROLLER CABINET - PEDESTAL - TYPE P - - D LUMINAIRE ASSEMBLY - 250W SODIUM VAPOR - - EACH I I REINFORCED CAGE I NO. 16 GALVANIZED I` I 3/4" MESH SERVICE AND CONTROL ASSEMBLY- 40AMP - - EACH I � ! PHOTO ELECTRIC CONTROL - - EACH -_ 1 FIT TRAFFIC SIGNAL - 3 COLOR - 1 WAY - 12"-12"-12" 3 3 EACH JII $ PEDESTRIAN SIGNAL - TYPE 2 - - EACH o— 1" v, 1• DETECTOR LOOP - 6x6 14 14 EACH DETECTOR LOOP - 12x6 - - EACH 3/8"BRASS HOLD DOWN BOLT PULL BOX - CONCRETE WITH HEXAGONAL BRASS NUT. MINIMUM DIMENSIONS W s DETECTOR LOOP - SHIELDED CABLE 838 838 LIN. FT. TYPE I TYPE II TYPE III m m PUSH m a BUTTON PEDESTRIAN HAND CONTROL SIGN 4 4 EACH L = 19-1/4" L =25-1/4" L =32-1/2" a k' o w EMERGENCY PRE-EMPTION SYSTEM EACH W = 13-1/4" W = 16-1/4" W =19-1/2" o u a <o m o EMERGENCY PRE-EMPTION SYSTEM - DETECTION CABLE - - LIN. FT. ELECTRICAL BOND. NO.6 AWG D = 12" D = 12" D = 17' COPPER OR EQUAL I D L = 14-1/4" 1 D L =20-1/4" 1 D L = 28" POLES - TREATED TIMBER - CLASS 4 - EACH I D W = 8-1/4" 1 D W = 11-1/4" 1 D W = 15, a{ C L = 15' C L = 21" C L =28-3/4" 6 PR. NO. 19 AWG COMMUNICATIONS CABLE INTERCONNECT - - LIN. FT. 3" C W - 9" C W - 12" C W= 15-3/4" U) BACKFILL TOP 6" (f�F L— I Z Of Q_ � Q Q --- WITH EXCAVATED MATERIAL Z W W 6" AND TAMP SECURE W ZO Q v X NO. 30 FELT P4�-- ME j Q Z U o - SEPARATION w i� CL- N N Z m _ STUB CONDUIT 6" TO 8" I Z m ABOVE BOTTOM OF PULL Hr. J Q Q dJ n - Q 23" N �1 Li y LL Z _. CONUU11 N PLACE (n 3—: W AS REQUIRED U Q U U Q 80 U o F' L 1" CLEAN STONE IiJ Z DRAINAGE Q. 3 a BEDDING (GRAVEL, ETC.) _. PROJECT NO- 0 - -- 26M.007.01 10 PULL BOX CONCRETE TYPE I, II & III SHEET UMBER DRAWING1NUMBER 2 I2 NIT-E 22 z o zz JN�op 0) 'Z�2 < 0 m?p ZUall>JJEK I I C j w�o<: a CD z$Wrc'W^ oC } aJ 2Po o��n a ��, ^�'w ov ��maw � ova I. m000 - 2250 psi POLYESTER FLEX HOSE LEAD IN r ec ` ' PAVEMENT n m G PULL BOX ° ° °o w N p w LOOP DETECTOR w BASE 4,• �+ A P, 4, v ' A _ ELEVATE PULL BOX 1/2- ABOVE SIDEWALK LEVEL. SLOPE CONCRETE AWAY FROM PULL BOX 1 IN ALL DIRECTIONS. w " PAVEMENT K NUMHLR OF IU WI RNS OF RE a' AS CAILFi7 FOR ON THE PIANS. ., G e •,4 e N 4. n CONDUIT DETAIL •v I ' o o ° ° ° 0° o 0 ° o LOOP DETECTOR ° ° o 0 ° ° o 0 0 SCHEDULE 80 PLASTIC CONDUIT DUCT SEAL BOTH ENDS OF THE CONDUIT s BASE 1-1/2� CONDUIT FOR 1 LEAD IN 5 2" CONDUIT FOR 2 OR 3 LEAD INS 2-1/2" CONDUIT FOR 4 LEAD INS o ,ANTS CONDUIT PULL BOX & LOOP DETECTOR LOCATIONS a ° ° PAVEMENT o off; ° HASF C CROSS SECTION OF SAW CUT NOTES w z a (FOR NEW PAVEMENT) EMBED CONDUIT AND LEAD IN HOSE IN SAND AFTER THE DETECTOR LOOP IS IN PLACE F~ 1 BEVEL ' w BACKFILL THE SLOT WITH SAND TO A DEPTH OF 1 INCH ABOVE THE CONDUIT AND LEAD IN HOSE. + W > a� ' QQ �- CHECK RESISTANCE OF THE WIRE LOOP TO GROUND BEFORE AND AFTER THE < (f7 LOOP IS SEALED IN THE SLOT. A RESISTANCE OF LESS THAN 1.00 MEGOHMS � e V � 4 Z Z 7 o INDICATES A FAULTY SPLICE OR WIRE INSTALLATION, AND MUST BE CORRECTED. Z O SAND CONDUIT L g Q _ n USE STRANDED AWG NO. 14 TFFN CONDUCTOR IN 3/8 INCH CONDUIT OR STRANDED ���� J F— L n AWG NO. 12 XHHW CONDUCTOR IN 3/4 INCH CONDUIT FOR THE DETECTOR LOOP WIRE. Q Q W �� TERMINATE THE LOOP WIRE IN A PULL BOX AT THE SIDE OF THE ROAD AND Q F- mi SAW CUT THROUGH •• CONNECT TO DETECTOR LOOP SHIELDED CABLE WITH A SOLDERED, WATERPROOF �Z�R PAVEMENT OR TO °°°oo?`,0 0 0°° PAVEMENT V ¢W v A MAXIMUM DEPTH 0 o SPLICE FOR THE LEAD IN RUN TO THE CONTROLLER. N Ll_J OF ° °°°° °° CONCRETE ENCASEMENT PAD FOR �m ° ° BASE LOOP DETECTOR PULL BOX CROSS SECTION OF SAW CUT Q 0 a RE G (FOR EXISTING PAVEMENT) Z 3 0 n O O O 3/12 7w___F ojaxa�NU°�o TYPICAL SIGNAL MOUNTINGS _ �` � POLE SHAFT SIGNAL ARM FOUNDATION - `� TABLE 1 OA O O Op ANCHOR BOLTS O O © OHO OK OL TYPE (1) LOWER SHAFT 15',20',25'& 30' 18"S0. 17-1/2" 1-1/2" 1 3/4 "x 84"x 6" (OVERALL-907 17"SO. 19" 1"- 8 NC - 5"A325 1-i/2' 1-1/2" 11 12'-0" 11'-7" 3'-0" a_ a i��oop1 TYPE (2) LOWER SHAFT 35',40'& 45' 19"SQ. 19" 1-1/2" 1 3/4 "x 84"x 6" (OVERALL 19"S0. 20" 1-1/4" - 7 NC - 6'A325 1-3/4' 1-3/4" 11 12'-0" 17'-7" 3'-0" I L I W$W o a NOTE— U`.iL F',PL URA(:rc LTS 1-1 4" — 7 NC — 6"A325 1-3/4" 1-3/4" 11 1Y-0" 11'-7" 3'-O" FOR MOUNTING TRIG% s a m a w TYPE (3) LOWER SHAFT 50' 19"S0. 19" 1-1/2' 1 3/4 "x 84"x 6" (OVERALL-90") 19-SO. 20' / L AND PEDESTRIAN SIGH,".__ >n TO THE POLE SHAFT UN,I:,. OTHERWISE SHOWN ON THE PLANS. MOUNTING POINTS STANDARD �2 2 ` ` ` ` ` ` 9 ` PIPE BRACKETS FOR POLE MOUNTING E TABLE 2 4 5 6 7 8 10 MAST ARM LEVATOR PLUMBIZER •1 L •3 MOUNTING TRAFFIC AND PEDESTRIAN SIGNALS MAST ARM MOUNTING SIG NOTES NAL DETECTOR EMERG.VEHIC E SIGN PANEL SIGNAL SIGNAL SIGNAL LUMINAIRE SIGNALS PED.SIGNAL CONTROLLER CAB. DESIGN AREA 12.0 SO.Ff. NIL 8.0 SO.FT, 9.0 SQ.FT. 9.0 SOFT. 9.0 SOFT. 3.3 SQ.FT. 9.0 SO.FT. 3.0 SQ.FT. 4.72 SQ.FT. DESIGN STANDARDS IN ACCORDANCE WITH THE 1994 AASHTO STANDARD SPECIFICATIONS FOR P � STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS (AND ANY DESIGN WEIGHT 135 LB. NIL 100 LB. 105 LB. 105 LB. 105 LB. 75 LB. 210 LB. BO LB. 200 LB. AMENDMENTS THERETO). DRAG COEF.(Cd) 1.2 NIL 1.2 1.2 1.2 1.2 0.5 1.2 1.2 1.2 USE A DESIGN WIND VELOCITY OF 90 M.P.H. TABLE 3 «� DESIGN AREA = AREA WITH MAXIMUM WIND LOAD (WIND IS PERPENDICULAR TO STANDARD, AS SHOWN). 15' 20'& 25' 30',35',40'& 45� 50' DESIGN WEIGHT = DEAD LOAD. MTG.PTS. `1.`t & `3 `1,`2, `3 & ; `1. 2,`3, 4& S `1,'2,`4, $& u N o i 'r` t/4_ 10 INC - 3"A325 (TYP.) DESIGN ALL TYPE (1) LOWER SHAFTS FOR ® = 30' AND A MOUNTING HEIGHT OF 45', z 5/8" - 11 NC - 2-1/2"A325 (TYP.) DESIGN ALL TYPE (2) LOWER SHAFTS FOR (D = 50' AND A MOUNTING HEIGHT OF 45'. m a '^ f d PROVIDE ANCHOR BOLTS CONFORMING TO F1554 OR EQUAL GALVANIZE AND THREAD THE TOP END (12" MIN.). 9 REMOVABLE b 45'(TYP) CALL OUT WELDING PROCEDURES, SYMBOLS, BASE METAL SPECIFICATIONS AND GRADES PRIOR TO N CAP 1 - FABRICATION OR APPROVAL. o d 2" SCHEDULE 40 A53 PIPE GALVANIZE POLE SHAFTS, ARMS, AND ACCESSORIES PER PUSH B IA^, s (BREAK SHARP EDGES FOR ASTM DESIGNATION A123. �7 WHEN SPECI WIRE PROTECTION) 3/4"THREADED SCHEDULE 40 2"SCHEDULE 40 A53 PIPE d ° G (TYP.) 7 SCHEDULI 40 A53 PIPE OR W RF (BREAK RO CT ON)SHARP EDGES (BREAK SHARP EDGES FOR d O BREAK SHARP EDGES FOR WIRE PROTECTION) ''Q o WELD HOOK TO POLE WIRE PROTECTION) SHAFT FOR SUPPORT '2 1" LUMINAIRE ° a OF WIRE CLAMP SIGNAL MAST ARM FILLER 3'-4" Q I MATERIAL MAST ARM o �' r ANCHOR uCC. `i,4,`5& `6 LUMINAIRE ARM 2" BEVEL PROTRUSION N 1/4" PLATE TOP, N UPPER `3 d MIN.11 GAUGE 5"TO 7-1/2" 3/4' PLATE-ate BOTTOM AND SIDES SHAFT FACE OF CURB ��E+ t" PLATE 1-1/2' SCHFDUIL 40 A53 PIPF (BREAK SHARP EDGES FOR I UPPER SHAFT d WIRE PROTECTION) V-1;:, W ® o MIN.11 GAUGE LUMINAIRE ARM CONNECTION 0 m e LOWER SHAFT HANDHOLE FOR *1,`2,`3, 4,.t &`6 FOR 7 + - AND COVER E NOTE-SUPPLY REMOVABLE METAL CAPS COUPLING DETAIL COPPER GROUNDING WITH EACH COUPLING NOTE-LUMINAIRE ARM AND SIGNAL B EXCEPT FOR 8, 9 & "10, (NOT APPLICABLE TO `8, 9 k "10) ARM ARE IN THE SAME STRAP BETWEEN CLASS "D" O 1/4" PLATE TOP, VERTICAL PLANE, ON THE ANCHOR BOLT, CONCRETE O BOTTOM AND SIDES CONDUIT AND BARE FOUNDATION SAME SIDE OF THE POLE. AWG NO.6 GROUND ..o WIRE A36 PLATE O 8 /6 BARS UPPER SHAFT --�' �- "1- c..� EQUALLY SPACED w _m o d ,2 REMOVABLE CAP a'� - 35', 40' 45' _ m a, MOUNTING d g j S HEIGHT za o A36 PLATE 0 SIGNAL ARM CONNECTION - - - - - 13'SQ, 5 `6 d (r7 R SIGNAL ARM LOWETYPE R SHAFT(2) O z MIN. 7 GAUGE MIN.7 GAUGE CpP L-PUSH 15" LOWER SHAFT— - - UUTTON M z FOR S HANUHOLC . ^ 0K OF E 4 HOO S m Y AND COVER ® S GNAL ELEVATION (FIELDAT BMO BOTTOM D) TRAF , SPACED DUALLY P w O 1/2' NUT HOLDER Till'' Z v FOR GROUNDING d AT ABOUT 1'-0' C L1�'. N H -I 6 BAR (TYPJ CENTERS LLJ Z III l,uR t',.RL JF PL�_ "I IS ELEVATION AT BOTTOM OF PED. J 9 A36 PLATE NOTE- PROVIDE A HANDHOLE SIGNAL HEADS (FIELD MOUNTED) LONG 2-1/Y CLEARANCE w j 11' Q DETAIL AND A NUT USE GRADE 60 REINFORCING STEEL O L Z z Z HOLDER DETAIL. `10 R ELEVATION AT BOTTOM OF TYPICAL FOUNDATION U N DATI 0 N a c~n - rJ"! - PROVIDE REMOVEABLE COVER PLATE WITH CONTROLLER CABINET (BAND MOUNTED) AGH POLE SHAFT t PEDESTRIAN PUSH BUTTON SIGN m � zo J �3/4" PLATE 3" THREADED SCHEDULE 40 A53 PIPE, Ir. I J D PROJECTING FROM SHAFT 2", WITH Q LOWER SHAFT r✓ O REMOVABLE CAP, BREAK SHARP EDGES T i. FOR WIRE PROTECTION. Q �Q Q (, O N LTTC— PROVIDE A COVER `�I r-'.i � Q O �'.� CURB �— .1, C � cn PLATE DFTAI` TERMINAL 2A & 3A STANDARDS 5 W COMPARTM co Zp ENT _+ + SHAFT TO SHAFT POLE U O m p SLOT = ANCHOR BOLT + 1/4" (TYP.) \ /Q� SIGNAL SHAFT co � ` z MOUNTING PLATES DETAIL Q A36 PIATL—--- Q� p Q BASE DETAIL — �' uS TYPICAL ORIENTATION FOR w Q PIPE BRACKET MOUNTED SIGNALS TYPE 2A TYPE 3A >- I— � w Z 3 PROJECT NO. a 605.007.01 SHEET NUMBER 0 4 0 DRAWING NUMBER 4/12 N I 0 C`0 0) 1 �­ . �° rc xaaiz_ o i W-350RE WATERTIGHT CONNECTORS WATERTIGHT CONNECTORS o i,9woio IT.<= ?HoWU (SEE SERVICE WIRING DIAGRAM SHEET 6/12) 0 o CJ �nzama�, TYPES 1,6,11 & 16 TYPES 2,7,12 & 17 i��o?$iao NON-FUSED BREAKAWAY FUSED BREAKAWAY om`v OBASE OF TRAFFIC SIGNAL POLE NO. 3 BASE OF TRAFFIC SIGNAL POLE NO. 2 IDENTITY DESCRIPTIVE CABINET G o w SYMBOL & CONTROLLER w 5 U N0. WIRE SIZES LUMINAIRE U a 1 e GROUND LUG IN ^ PROVIDE A PLUG AND RECEPTACLE HOUSED IN POLE BASE (TYP.) y e 2 8 Q/� to WATER-RESISTANT, SYNTHETIC RUBBER CAPABLE OF NO. 10 AWG (TYP.) e TYPES 3,8,13 & 18 BURIAL IN THE GROUND OR INSTALLATION IN g U SUNLIGHT. THE HOUSING, CONSISTING OF 2 3 o SECTIONS, PROVIDES A WATERTIGHT SEAL AROUND e 0 THE CABLE AND A WATERTIGHT SEAL BETWEEN THE 8 m TWO SECTIONS AT THE POINT OF DISCONNECTION. ELECTRICAL NEW TYPE II PULL BOX EXISTING TYPE I 0 w a 4 80 SUPPLY EACH KIT WITH SUFFICIENT SILICONE SERVICE PULL BOX (TYF-' 8 COMPOUND TO LUBRICATE METAL PARTS AND THE zo 20 20 8 RUBBER HOUSINGS FOR EASY ASSEMBLY- • 5 e FUSED BREAKAWAY s� m 5 — WHERE INDICATED, CRIMP A COPPER PIN AND A �5 5 w COPPER RECEPTACLE T THE CABLE. THE w RECEPTACLE IS TO ESTABLISH CONTACT PRESSURE K c 6 s WITH THE PIN THROUGH THE USE OF A COPPER Q BERYLLIUM SPRING AND BE EQUIPPED WITH A TYP.8 AWG DISPOSABLE MOUNTING PIN. THE PIN IS TO BE NO. ( 7 6 Q/j�10 CONSTRUCTED OF AT LEAST HALF-HARD MATERIAL. 15 THE CRIMPING PORTION IS TO BE FULLY ANNEALED 5 s WHILE THE REST OF THE PIN IS MAINTAINED IN ITS g s 10 ORIGINAL BE FULLY OANNEA ED. THETPENRANDPTACLE 5 m TYPES 4,9,14 & 19 IS 6 RECEPTACLE ARE TO LOCK TOGETHER SO THE 9 e 0 CONNECTION IS MAINTAINED WHEN A MINIMUM �� J ; FORCE OF 20 POUNDS TENSION IS APPLIED TO g m THE ATTACHED CABLES. s ; *v 10 e 0 LUMINAIRE s PROVIDE FUSED CONNECTOR KITS CONTAINING A BASE OF TRAFFIC PAIR OF SPRING LOADED 90% CONDUCTIVITY BASE OF TRAFFIC a o k NON-FUSED BREAKAWAY CONTACTS FOR GRIPPING A STANDARD MIDGET ® SIGNAL POLE NO. 4 SIGNAL POLE N0. 1 11 a FERRULE TYPE FUSE. THE CONTACTS MUST BE < FULLY ANNEALED AND ADAPTED TO BE CRIMPED TO 12 b 10 THE CABLE. a 13 10 a a z W c 14 a a TYPES 5,10,15 & 20 C W O w > ~ O o ' Qa W Q 15 10 0 o 0 WATERTIGHT CONNECTOR PER WATERTIGHT CONNECTOR I cr Q Z 0 20 DETAIL ON THIS SHEET. FUSED CONNECTORS SHALL z Z 1 6 0 10 BE MIDGET FERRULE TYPE RATED AT 10 AMPS. Z o O O i O Z a NON-FUSED NON-BREAKAWAY ly 17 0 0 NEW CONDUCTOR. Q Q< N — �}— CC CD 10 18 0 EXISTING CONDUCTOR. Z IN � 0 ° (� m h 10 O POLE NUMBER c z 19 ° 10 Q j Q � v 10 a 20 10 ALL PULL BOXES ARE EXISTING PULL BOXES -� i o UNLESS OTHERWISE NOTED. c� Z EXISTING WATERTIGHT CONNECTORS MAY BE 3 REUSED AT ENGINEERS DISCRETION. 0 i PROJECT NO. 0 i 1 0 SHEET NUMBER j 5 DRAWING NUMBER 5/12 � Z K N u i O SIGNAL INDICATIONS POLE SCHEDULE 0) �"_ EXISTING NEW PEDESTRIAN PUSH BUTTON EXISTING NEW RE-USE - ff POLE EXISTING NEW OFFSET TYPE POLE FOUNDATION FOUNDATION - SIGNAL SIGNAL LUMINAIRE LUMINAIRE LUMINAIRE CONDUIT & WIRE SCHEDULE ~ o z w w a N0. TYPE TYPE LINE STATION (OFFSET BASE DIA. X DEPTH DIA X DEPTH LEFT ARROW RIGHT ARROW MASTARM MASTARM MASTARM HEIGHT TYPE 1 2-A-900-5 2-A-900-7 DURSTON 27+68 47' RT. ANCHOR 2'-6"x7'-6"_ - REPL. SIGN 35' 45' - - - EXISTING 1 of 2" RIGID STEEL CONDUIT 0_ w l 2 3-A-900-6 N A DURSTON 27+62 50' LT. ANCHOR 2'-6"x7'-6" REPL SIGN - 40' - 15' 35' RE-USE D NEW 1 of 15AWG14 SIGNAL CABLE r a o0 3 __2-A-500-3 -A-900- DURSTON +62.8 45.8' ANCHOR 2'-6•xT-0' 3'x12' - REPL SIGN _ 25' 45' - - - NEW 1 of AWC10 CONDUCTOR (GROUND) 4 3-A-900-8 N A DURSTON 26+67 51.4' RT. ANCHOR 3'-0"x9'-O" REPL. SIGN - 50'. - 15' 35' RE-USE LT w x EXISTING 1 of 2" RIGID STEEL CONDUIT O1 a m a w NEW 1 of 15AWG14 SIGNAL CABLE o� O DENOTES AS-BUILT D NEW 2 of AWG8 CONDUCTOR (LIGHTING) o a NEW 1 of AWG10 CONDUCTOR (GROUN ) C EXISTING 1 of 1 1/2" RIGID STEEL CONDUIT NEW 2 of DETECTOR LOOP LEAD IN CABLE REMOVE AND SALVAGE EXISTING SIGNAL POLE. TRUNCATE EXITING FOUNDATION TO 12" BELOW EXISTING 2 of 2" RIGID STEEL CONDUIT Q -- SURROUNDING GROUND AND SET NEW FOUNDATION NEW TYPE I Z D NEW 2 of AWG8 CONDUCTOR (LIGHTING) NEW 1 of AWG10 CONDUCTOR ((GROUND) TO PROPER DEPTH. SET NEW SIGNAL POLE No. 3. PULL B L1J NEW 1 of 15AWG14 SIGNAL CABLE TO STA 264-56:�-�6=tT(+62.8.45.8' LT.) > NEW 1 of DETECTOR LOOP LEAD IN CABLE INSTALL NEW MASTARM AND INSTALL NEW TRAFFIC Q p T` SIGNAL. CUT EXISTING 2" CONDUIT BACK FROM SO OR. EXISTING 2 of 2" RIGID STEEL CONDUIT EXISITING FOUNDATION AND COUPLE TO NEW 2" I NEW 2 of AWG8 CONDUCTOR (LIGHTING) CONDUIT. INSTALL NEW CONDUCTORS- (SEE 3 +� D NEW 1 of AWG10 CONDUCTOR &GROUND) WIRING DIAGRAM THIS SHEET.) NEW 2 of 15AWG14 SIGNAL CA LE _ o m EXISTING � NEW 3 of DETECTOR LOOP LEAD IN CABLE z i � � TYPE 8A CONTROLLER �{ EXISTING 2 of 2" RIGID STEEL CONDUIT y n ? TYPE "D" PEDESTAL L ---- 12 NEW 2 of AWG8 CONDUCTOR (LIGHTING) NEW 1 of AWG10 CONDUCTOR (GROUND) G / LP 2 D NEW 1 of 15AWG14 SIGNAL CABLE ) NEW 2 of DETECTOR LOOP LEAD IN CABLE EXISTING 2 of 2" RIGID STEEL CONDUIT NEW 3 of 15AWG14 SIGNAL CABLE IIr EXISTING SERVICE WIRING DIAGRAM REMOVE AND 35' LT 1 - G D NEW 6 of AD G10TOR L(GRO OOP IN CABLE h - EXISTING SERVICE BY U A MONTAAA POWER CO — \ - EXISTING 1 of 1 1/2" RIGID STEEL CONDUIT )0/240 VOLT _ — — FIELD BEND CONDUITS fib. NEW 3 of AWG6 CONDUCTOR (POWER) SERVICE ---- -- , - - (E&J) W/IN 15' OF r l PHOTO-ELECTRIC ---p EXST. PULLBOX ��- ------ -- EXISTING 1 of 1" RIGID STEEL CONDUIT AWG NO.6 CONTROL I E - D EXISTING 2 of AWG8 CONDUCTOR v l7p EXISTING 1 of AW010 CONDUCTOR METER BASE AWG N0.14 a _ I ( ) 0 SALVAGE & RE-USE T E II PULLBOX. ABANDON IN-PLACE a -- ----------- rT, a CIRCUIT BREAKER I Ip op//--��,���� _ RESET TO STA 26+56. . 34.6' LT. - I--�-1 �\�-ram L2 L1 UPLE EXISTING 2 C NDUIT NEW 5 _ 11 NEW 1 of 1" RIGID STEEL CONDUIT LIGHTNING ARRESTER 25 AMP,2 POLE, 1 D NEW 2 of AWG8 CONDUCTOR (LIGHTING) ��Ti (TYP) SINGLE THROW 2" CONDUIT. (SEE W1RI G SCHEDULE). NEW 1 of AWG10 CONDUCTOR (GROUND) O R - - -- - CIRCUIT BREAKER 1 --- AUTO-OFF-MANUAL "� L4 \ L3 -'- y D NEW 1 of D RIGID STEEL CONDUIT 40 AMP,1 POLE, D - J NEW 1 of DETECTOR LOOP LEAD IN CABLE F NEW 2 of 2" RIGID STEEL CONDUIT SINGLE THROW SWITCH NEW 2 of AWG8 CONDUCTOR (LIGHTING) 8� N.E.M.A. TYPE 3R, 25 AMP RELAY -- NEW 1 of AWG10 CONDUCTOR GROUND CABINET 2 POLE,SINGLE THROW APPROX. 30' EASM. LIMIT .I \\ '�!r — - - NEW 3 of 15AWG14 SIGNAL CABLE ) AWG NO.8 11 O }- / EASM. 0' R/W NEW 5 of DETECTOR LOOP LEAD IN CABLE 'EXST. SDWK. R C ^ �n1 L9 ,J - L NEW o D 15AWG14 SIGNAL CAB U' NEW 1 of BARE AWG N0.6 LEGEND P / / f 2' RIGID STEEL CONDl TO LUMINAIRES NEW 1 of A GROUND ROD CONDUIT - EXISTING AWG N0.10 (GROUND) 7 w AWC NO.6 TO GROUND LUG OF CONDUIT - NEW 10 J/ EACH SIGNAL POLE REMOVE AND SALVAGE EXISTING rc MASTARM, NEW (SEE SHEET 5) 010- TRAFFIC SIGNAL - EXISTING I MASTARM, NEWALL TRAFFIC SIGNAL. (GROUND) {-�TO SIGNAL - TRAFFIC SIGNAL - NEW (NEUTRAL) CONTROLLER 14 yI^\ a ~ (120 VOLTS)— Q SIGNAL POLE /_ \EXISTING CONDUIT EXISTING CONDUIT EXISTING 2 of AWG8 CONDUCTOR I ® CONTROLLER CABINET MOUNTING EXSTING 2 of AWG8 CONDUCTOR/ EXISTING 1 of AWG10 CONDUCTOR EXSTING 1 of AWG10 CONDIICTO f— PEDESTRIAN SIGNAL I LUMINAIRE NOTE: ALL POLE LOCAIIONS ARE APPROXIMAIL. FINAL Q O LOCATIONS WILL BE DETERMINED BY THE PROJEC I Z 1 POLE NUMBER ENGINEER. Q < WF- ELECTRIC SERVICE ALL PULL BOXES ARE EXISTING PULL BOXES UNL F`7` z :D Z J OTHERWISE NOTED. Z O ® TYPE uj 0 PULL BOX TYPICAL LOOP PLACEMENT THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AP... W L B3 TYPE II PULL BOX PREVENTING DAMAGE TO ANY UNDERGROUND Q Z 0 FACILITIES PRIOR TO ANY EXCAVATION. 0 r-< p CURBLINE ABANDON EXISTING DETECTOR I OOPS IN PI ACT fV < PROPOSED SIGNAL PHASING REMOVE ALL CONDUCTORS I m J o a n FOR EACH ABANDONED CONUUII NUNZ Q� Z 6 6 6 N DIRECTION O 0 U t9 ❑6' ❑6' 6' OF TRAWL Z v) [[I ❑NEW LOOP DETECTORS I ram` �Q o, DIMENSIONS N0. OF TURNS TYPE OF ASSOCIATED 15' 10' 10' ~ U in 08 LOOP NO, (FEET) I U N LOOP LOOP PULL BOX LOOP CONNECTIONS PHASE Li N 1 L1 6 x 6 4 SQUARE SERIESTO AMPLIFIER- 04 LL_ a L2 6 x 6 4 SQUARE Q 8 Q, •, CENTER LOOPS IN THE LANE. 0 L3 6 x 6 4 SQUARE CJ chi L4 6 x 6 4 SQUARE 04 _ _ LU F B4 LS 6 x 6 4 SQUARE L6 6 x 6 4 SQUARE SERIES—TO AMPLIFIER- 08 j L7 6 x 6 4 SQUARE - - L8 6 x 6 4 SQUARE 08 Z L9 6 x 6 4 SQUARE a too LID 6 x 6 4 SQUARE SERIES TO AMPLIFIER- FUTURE 1 L11 6 z 6 4 SQUARE L12 6 x 6 4 SQUARE SERIESTO AMPLIFIER- FUTURE o L13 6 x 6 4 SQUARE _ 0 L14 6 x 6 4 SQUARE FUTURE 0 6/12,. 7z5oao aw N�IT O U ¢KUOn�>h 0 0 0 2 O Z 300_OzaO UmN NZ� i W✓1 ��N 9{ 4 w 8 R NN IirT,l m S i > > rc _ Cf) a Z � Q y D o z W 0 Waz wQ w � m z o � cn � oz Q � cnz� � z U0 z � LL 0 o z 0 PROJFCT N0. :R AWP. ._rd_ 7112 owlN0M o €Q w�<<j- I � < 'T C D _ VARIES WITH TAPER - - > a z o 0 0 8. w VARIES VARIES - .<'^ • • - - -WITH TAPER WITH TAPER - 1• , W o x �u�ac haw w K U�d >h BOULEVARD EXISTING BOULEVARD (TYR) - SIDEWALK FOR ROAD WIDENING,PROVIDE 1'MINUS z�l'. - �-3.0'BITUMINOUS ASPHALT 3'BITUMINOUS ASPHALT SURFACE COURSE,COMPACTED AGGREGATE BASE COURSE,6'MIN. DEPTH, SURFACE COURSE,COMPACTED COMPACTED TO 98%OF AASHTO T-99. TO 98%OF MARSHALL- I, N Tr)9A%OF MARShIAI I.. %ISTING SUBBASE COURSE TYP WGo5. a FOR ROAD WIDENING,EXCAVATE EXISTING J F:. +r r.r, L, a N 3?MATERIAL TO 2'DEPTH.IMPORT 6'MINUS MAILIfAL 1(; -i. IMI'Jt 6 MINU_ MAiLRA 0 l'7FPil MPORT 6 MINUS SUBBASE COURSE AT WIDENING,PROVIDE SUBBASE COURSE AI WIDENING,PROVIDE SUBBASE COURSE AT WIDENING,PROVIDE 9 18"MIN.DEPTH AT ROADWAY SECTIONS, 18'MIN. DEPTH AT ROADWAY SECTIONS, 18-MIN.DEPTH AT ROADWAY SECTIONS, COMPACTED TO 98%OF AASHTO 1-99. COMPACTED TO 98%OF AASHTO T-99, COMPACTED TO 98%OF AASHTO T-99. 4 PARTIAL RE-CONSTRUCTION PARTIAL RE-CONSTRUCTION TYPICAL SECTION TYPICAL SECTION DURSTON ROAD 0 DURSTON ROAD O w� 9/12 SCALE: NTS 10/12 SCALE: NTS v 4 STA. 21+14 — 24+20 STA. 29+75 — 30+56 s 000 4 MEDCAPS CONIC ; r/ C. 44' S 24'STD _ 24'STD 1? VARIES WITH TAPER VARIES WITH TAPER _ 22'STD _ 22'STD SIDEWALK WU,i • ~ VARIES WITH TAPER �- 2' �5' -• VARIES WITH TAPER 29 . • T'AIPI+AI T Ir _ BOULEVARD ES ING Iy — (VARIES) SIDEWALv 3'BITUMINOUS ASPHALT Z w E) SURFACE COURSE,COMPACTED Lu z TO 98%OF MARSHALL, w 0 O QQ U PULVERIZE ASPHALT MATERIAL TO FUR ROAD WIUENtNG,tXGAVAIE EXISTING �Q W f (n 0 MATERIAL DEPTH.MIX WITH 1'MINUS c __ I TO 2'DEPTH.IMPORT 6'MINUS M' Z J ,DEPTH -. Z O 0 SUBBASE COURSE AT WIDENING,PROVIDE ticl� t, a. ANra.. ,; _ N TO-MIN.DEPTH AT ROADWAY SECTIONS, VARIES-3'MIN.DEPTH 18'MIN.DEPTH AT ROADWAY SECTIONS, 0 COMPACTED TO 98%OF MSHTO I Q N COMPACTED TO 98%OF AASHTO T-99. T_99 COMPACTED TO 98%OF AASHTO T-99. JOz w0 PULVERIZATION W TYPICAL SECTION U om 02 DURSTON ROAD CUP N9/12 SCALE: NTS NOTES. Q� Q USTA. 23+54 — 26+57 1)NO CURB h GUTTER- 4)STA 24+20 - 26+57(RT) �^ STA. 2 7+8 0 — 2 9+7 5 STA 27+90(LT.)TO CROSS SLOPE VARIES SEE STA. 30+56(LT) $F1EEI 9/12 a 2)NO SOWK Z STA 23+54(LT.)TO a SIA 26+57(LT.) 3)NO MEDIAN OR SDWK(LT.) - STA 27+80 TO SIA 30+56 o - . 0 N I S 8 12 mN Q M -j Zip C O A� m _ STA 26+57 O rc�w�arc mo Z m ut REMOVE & INSTALL NE SDWK. O m m m o>a DISPOSE EXST CURB RAMP (PER G w 2 m TREES AS DIR BY MDT DTL. D SUBEXCAVATE EXISTING MATERIAL TO — vn U) z ENGR 608-30) <<� DEPTH OF 2'. CONSTRUCT ROADWAY m. PAVI TO INCL. 0 x >o c� 75.4 SY STD COB SDWK m w PROPERTY LINE IX-: dF>3r = o w WIDENING AS PER TYPICAL SECTION. o+ STO RIDGE DR. INSTALL 310 LF (THIS CONTRACT)INSTALL 31.7 SY -mow W>K MATCH TAPER CROS SLOPE TO EXST. APP OACH LIGHT POLE 49 7 SY COB SDWK E_ C9 z o K z> fTl BY OTHERS (NEW) (THIS CONTRACT) o C. STD CURB & GUTTER o C.O.B. STD. SIDEWALK `z^' PAVT. SEE DETAIL( 1_�, PAGE 8. 28 a.. .• } � 2 0 6 o F N o+ a i2 INSTALL X LFF •. y .:,- - - 0_ k'ur o m tie m C.O.B STD.EXST. ... —.�- _ — ...- _ —, $=�A3-4-•"+,PrS�. YA$'---: � l'�t • O CURB & GUTTER u Loii -a amay6� w 24" DIA CMP's � 2 ( ) \� GAS r ✓\ 10'.1 TAPER 2 10' LF N BANKS __ \ _LpS -- `- FOR � 56' L_ — — — — — — - ---- - --- -i-' EXISTING EDGF 3 minus WTL 0 ``-- t --' ------ _ — _ _ _ iN I a33N��� OF ROADWAY '� - - - 1 - F' 4' RAISED CONC. MEDIAN sv svE w g . T1O:1 TAPER R€MOVE EXST. - - - - - FOR 1ff' - u R' MAILBO11 '-INSTALL NEW INSTALL 240 LF/ REMOVL & DISPOSE 1 + fi C.O.B. STD. CURB & GUTTER EXST. SDWK, CURB .0. SDWK. CURB RAMP (PER MDT DTL. INSTALL 2L5 SY i� (n DWG(/ 608-30) C.O.B. STD. SIDEWALK LEGEND oZ SUBEXCAVATE EXISTING MATERIAL TO Y PULVERIZE EXISTING ASPHALT. ADD a =c INSTALL 435 SF Z v m BASE COURSE AGGREGATE PER SPEC"s, (87LF)CONC SIDEWALK DEPTH OF 2'. CONSTRUCT ROADWAY c BETW CURB WIDENING AS PER TYPICAL SECTION. FOR PROCESS ASPHALT-AGGREGATE - TYPICAL SECTION, SEE DETAIL MIXTURE AND COMPACT TO 98%OF INSTALL NEW z N AND SDWK 0 O W 0 2 PAGE 8. a/ts MARSHALL. OVERLAY WITH 3" OF CURB RAMPS (PLk U� v SUB-EXCAVATE 2 g BITUMINOUS SURFACE COURSE AND µDT DTL DWG# N COMPACT TO 98%OF MARSHALL. FOR TYPICAL SECTION, SEE DETAIL c PAGE 8. 8/12 cT PULVERIZE. FULL DEPTH EXISTING ASPHALT 2 O m GRAPHIC SCALD; m o 1. ono1 inch EO ft S y � m m � m < o � o 0 2T5 � o Q J Q LL W Z 0 780 4780 � Qz 00 FIN. GRADE 0 � z Z 775 4775 o a a a U 7 N N m 4770 6r^ 2 z x C U _ — V, Z �yw-� �- / W C I i 4765 4765 o _ Q �0 LI > 4760 - 4760 z 3 o.r 4755 P4755 n rn m aa m m� em m xm0.i1 PROJECT T N0. o m w1m j a a m 6 rn SHEET NUMBER R o 6 8'NlN ll,, ID UMBER 23+00 24+00 25+00 26+00 V/1 1 L wjo ^ I PULVERIZE EXISTING ASPHALT. ADD STA 28+25 BEGIN PARTIAL RE-CONSTRUCTION z �'"~ BASE COURSE AGGREGATE PER SPEC's, END PULVERIZATION O o?u n g PROCESS ASPHALT-AGGREGATE O W z ' $ -_# jE MIXTURE AND COMPACT TO 98% OF SUBEXCAVATE EXISTING MATERIAL TO N u�`a -- SIA 26+57 -- MARSHALL. OVERLAY WITH 3" OF DEPTH OF 2'. CONSTRUCT ROADWAY $w<� INSTALL NE SDWK. } CD BITUMINOUS SURFACE COURSE AND WIDENING AS PER TYPICAL SECTION. FOR CURB RAMP (PER + COMPACT TO 98%OF MARSHALL. FOR TYPICAL SECTION, SEE DETAIL�, __ $0 2�o-r MDT DRA D GN TYPICAL SECTION, SEE DETAIL e�. PAGE 8. 8/12 U o 608-30) 112 5- c �75.4 SY STO COB SDWK _ D m m O i` d (THIS CONTRACT)INSTALL 31.7 SY _ SAWCUT EXST. z+ m w U o w a x C.O.B. STD. SIDEWALK .q: _ LP 'INST,,.,L NL v+ :IIwK- DRVWY APPROACH z o a z MATCH EXST GRADE AS D^ u t z$ < - �. CURB RAMPS (PER DIRECTED BY ENGINEER „�,%+ n O1 - .._. ,• !, MDT DTL- DWGN s cn m0 _ 608-25, 608-35) 9' INSTALL 19.8 SY C.O.B. STD. SIDEWAL NOTES: 10:1-1p TAPER n tic EXISTING EDGE _ _ OF ROADWAY 'Q � 16 5:1 1APER 1.) ADJUST EXISIINC SANITARY SLWER MANHOLLS t- �0o a; ■ FOR 33' ■ ip� AND WATER VLV. BOXES TO GRADE PER C.O.B. STD.'s. mo� ? — — — — — — — — — — — 6 TA Jl 2.) CONTRACTOR TO RELOCATE MAILBOX PER U.S. POSTAL - p - SERVICE STD. DETAIL. O �— &ro [FM LE Y STORAGF — 0� N o rn O STA 27+09, 35QRT. o� O } O U1 w REMOVE & DISPOSE f°ymA nm Q z N g MEDIAN, ASPH. STA 27+80 - SAWCUT & PATCH 16 S.Y. BEGIN PULVERIZATION ,ri " ga - __ _ _ _ _ N ASPH. TO FULL DEPTH TAPER � 1I�— � - . 10.1 TAPER \\ CD FOR IV -! _,._...-�L.�• _ ♦ / .+ // EX�SDWK-EA RESET EXST. RESET EXST. e INSTALL 21.5 SY 1 - / MAILBOX MAILBOX LEGEND z a - OR STD SIDF WALK ,. INSTALL 45.1 SY / C.O.B. STD. SIDEWALK WW SOD REPLACEMENT- APPROX AREA- 485 SF SUB-EXCAVAI' �� N NN ►yl I S �1 \INSTALL NEW SDWK. � INS ALL NEW SDWK. CURB RAMPS (PER ��UAB RAMPS (PER MDT DTL DWGN 14 I i-MMIDT� DTL DWGN O 608-35) .�, I 6op-35) GRAPHIC SCALE {f . 1 n PULVERIZE. FULL DEPTH ft EXISTING ASPHALT � of IN F6Ef) m U $�e 1 inch = 20 }L 5 m m d mo Q W J Lp 4780 Z Z 0- 4780 _ _1J z J a J L Z w 8 4775 o Q 4775 Z DOZ a - ' ch J O 4770 Q O 4770 — - Q Q cc X I_V 4765 w 4765 g o m j w D CL 4760 � 4760 z z 4755 PROJECT NO. 4755 N� x W x x X 2605.005 n x w w wm wN SHEET NUMBER o w < nN N,n nn „1p rnn o,� N� N� Nn NO .O Oci �� r� 10 n n n n a n <n <a •�a s DRAWING NUMBER i x 27+00 28+00 29+00 30+00 10 12 i �i 00 rz�za�a NO m-ii- rcia a�� w� a H �wa5 � C=7 igow� � z w-w-- z"z- LLJ w J z } a o 0_ r av�iww Q O arcmaw 0 ono 0 z� _c ...Z' a NEW TYPE PULL BOX--� L11 3 ,. �r z CONSTRUCT EW PEDESTRIAN AMP. (PER MDT DET. D #608- A:(THIS 4 SAY STD COB SDWK a � I L r w G p o CONTRACT) • / ` _ !�, W a N • / -REMOVE & DISPOSE ° ° i• EXST. SDWK, CURB CONSTRUCT NEW • °• �(' •//. / - -- PEDESTRIAN RAMP. (PER •RE-SET SERVICE MDT DET. DWG #608-25) i L _OCATION STA 26+46 �• (35' LT.) •� /i CONSTRUCT NEW EXISTING SERVICE- _ __ ° \ POLE-MOUNTED •� _ \ ,•, PEDESTRIAN RAMP. (PER Z ( ) MDT DET. DWG N608-35) 10 FOR_ _ / \ FIELD BEND CONDUIT -T- I W/IN 15 OF EX. \ REMOVE & DISPOSE O "' \` \, __ I FXST. SDWK, CURB o. _ NEW CURB NEW 1-1" - -\ ` AND GUTTER STEEL CONDUIT I � '• ' 165 1 TAPER .E, _. EXST. 2-2" INSTALL 37 LF _ F-C)R 33' STEEL CONDUIT NEW CURB AND EXST. 1-1" SALVAGE & RESET (REMAIN IN-PLACE) GUTTER STEEL CONDUIT EXISTING TYPE II (ABAN EXISTING EDGE DON IN-PLACE) PULL BOX TO \ --__- OF ROAD---- STA 26+56 (35' LT.) DURSTON ROAD N I J — — — — ---—•/ STEEL CONDUIT -------- Yt __ REMAIN IN-PLACE) _ _ L2 L1 — CONSTRUCTION NOTES: O ® 1. RAMP AND CURB CAN BE POURED MONOLITHICALLY 8' O 2. RAMP WIDTH SHALL BE 4' MINIMUM. 3. SIDEWALK CROSS-SLOPES SHALL NOT EXCEED 2%. 4. BEGIN RAMP SLOPE AT FLOWLINE LIP OF GUTTER. 3 EXST. 2-2'CON ' rc L 4 - I STEEL CONDUIT m m m a (REMAIN IN-PLACE) STA 27+8 CURB RE E END TURN CURB SAWCUT, REMOVE, 8 \- DISPOSE MED. & o ' - _---- - - _ -- -- -------� PAVT., RE-PAVE _ _ 10:tp = STRIPING NOT-. (16 S.Y.) ASPH. TO 27:1 TAPER 1. ALL NEW PAVEMENT MARKINGS SHAII BE HOT EX1ki. FULL-DEPTH I r FOR 4S I{YUf20CARBON THERMOPLASTIC PAVEMENT A4ARK N'; INCLUDING CROSSWAI KS, STOP BARS, ARROWS. I LGENDS AND LANE LINES. EXISTING LANE LIT - - _ SHALL BE OBLITERATED AND REPAINTED WITHIP, �. J \\ /�, _ __• _y=_- PROJECT LIMITS Z u. i 4.. __ NEW CURB AND \ / '- SDWK, EASM- Z W z GUTTER ,. \ -- -- - t7 = EXS REMOVE & DISPOSE W O REMOVE & DISPOSE _ ____ y_ EXST. SDWK, CURB w EXST. SDWK, CURB CONSTRUCT NEW r , / CONSTRUCT NEW I w i / INSTALL 38 LF I PEDESTRIAN RAMPS (PER LEGEND � 7 T.l PEDESTRIAN RAMPS (PER - / .. O J MDT DET. DWG (J608-35) 4 ---C� � �J / // NEW CURB AND MDT DET. DWG #608-35) Z m W INSTALL 4 LF- '� I / EXISTING TRAFFIC SIGNAL CONDUIT - EXISTING J I Q Z tNS lAlI 78 LF NEW CURB AND / O CO''.-iil ,'� Q w n SUPPORT BASE N NEW CURB AND GUI TER FOJ / QN EOGUTTER / ► TRH -�: I,NAI ,rt O U _ V z / TRAFFIC SIGNAL - NEW (J) Z� � I Q O SIGNAL POLE _ Q 1U 0_ V / ® CONTROLLER CABINET MOUNIINC a ' F PEDESTRIAN SI(,NAI Q �D 14 GRAPHIC SCALE wMINAIRE o U10o10 Z - O POLE NUMBER a N z_ IN FEET) ELECTRIC SERVICE L' I i—h= 10 ft. ,I 3 BT a e PROJECT N0. n OBLITERATE ':I,-b' 2605,007.01 0 0 SF-F I-I k.1ME3-4 N O N 1j/12 UIa SIGNAL MASTARM O m o N n a CENTER D3 SIGN PANEL O m z z i z c PAVEMENT MARKING DESCRIPTIONS ON CENTER MASTARM ONLY z?56 5o" 4" YELLOW POSITION 50VER 4" BROKEN ; W J WHITE VARIES _ LEFT TURN LANE 1'O• nl } Q _ EXISTING USE ALL - EXISTING D3 O 4" SOLID z 2SIGN PANELS) O a zN ��o i�oz- QDOUBLE YELLOW D3 ANDR3-5 SIGNS SHALL BE z a z w o o_o z a o MOUNTED LEVEL HORIZONTALLY a N z -SGNA� FOL= ��a33" r I o a N W STA 2+89.20 SOLID 8" WHITE STA 3+04.95 ON THE MASTARM AS SHOWN. CENTERED INLANE WHITE 24" WHITE CENTERED ON LANE MOUNTING HARDWARE IS TO BE _ I 4 INCLUDED IN THE UNIT BID PRICE z¢ 3 c1 Jim 12' 1 1 4' FOR SIGNS. z - o } STA 2+85.1 1 o m m z 0- ® ® © ® A- ESTA 2+52. ND OBLT.1 6. O RT QCENTERED ON LANE 3 LL ROADWAY 24" YELLOW A STA 2+53.2 5. LT STA 2+84,95 END OBLIT. 3 \ A W .. CENTERED ON LANE z rn � o 4" SG. l STA z+sa.4 1 3 LT Q STA 2+50.3 s.7 RT To D3 OVERHEAD SIGN DETAIL a DOUBLE YELLOW END OBLIT. 3 II 41_2' LT, BEGIN VVV ., 8 m 3 +� o 4" WHT EDGE STRIPING rya SDWK DRVWY APPROACH STA 26+23.5 7.4 LT STA 2+55.5 293 LT STA 27+76.50 19.1' LT TO I NEW R4-7 END OBLIT. IS 6.9' RT, BEGINQ ~ HIS CRT � 3 I 8 STA 29+31.60 24.5 IT rn z (THIS CONTRACT) ' z NEW OM-3R PROPERTY LINE BY-$S 5- (A o w w 75.4 SY STD COB DWK > INSTALL 310 LF THIS CONTRACT) LIGHT POLE 49.7 SY COB SDWK ro m OU z w BY OTHERS (NEW) (THIS CONTRACT) C.O.B. STD. CURB & GUTTER 2 STA 27+82.77 5.20 LT U o (A A a .0 _ - O BEGINQ STA 28+16. \ :rryh - _ s. _- _ _ �(•'r i L�CENTEKEu ON LANE STA 29+80 30 Ll ` l n NEW R3-Bc v TYP !. NEW (IYP) •i _ STA 28+33 ` Y OM-3R ci'. .• OM aft 10 1 TAPE. • CENTERED ON LANE _� 1�" STA +7\ - � 29 5.67 T R 9 00 L 0 � _ N ■ _ F_ F+1 9� \` --- STA 23+30�93 ZY--- T-•• h - �-- --- - --� 1( ■ 16.5:1 TAPER - _ END Fy4 rT, A (n NEW, FLEXIBLE SURF. Q ONLY _ FOR 33' `3 MOUNT. DE-LINEATOR 4' RAISED CONC..MEDIAN R3-5 ---- -- - ------------ ------------------- --_!0:1 TA a ------------1-+---------------- YELLOW CURB PAINT - u� 1 ._ - - - - - - - - - - - - - - - - - - N - - - - - - - < - - --- J '`off J Q 7 L8 A DURSTON ROAD O -- --------------- - - - --- - --- -- ---- �- - 200`"tEFr-MRIT BAY!t,IUtAGE - L2 O O O O u i 2�0 LE U N�AYSTOR7CGE+ j - R3-2aT (p a'� MISTING EDGE- O Q L4 L ROADWAY 7 STA 25+0 .7 10.1 TAP AlN0 1 p:t TAPER a j WR3-21 -:• _ - _ �;., \ --FOR - ------------- --- -- ---. 1 R7S• STA INSTALL UT LF \ EXS EASM. STA 28+07 END OF PROJECT I BEGIN4+51.35 10.00 RT C.O. STD. CURB & GUTTER I (f T. SD m m m 33 BEGIN EPDXY STRIPING 4 TA 26+00 STA 25+30 19.7 RT SENT RED ON LANE STA 28+16.8 EXIST. SNOW ROUT Alq - -- - CENTERED ON LANE o u ao I RE-SEE q STA RE-SET 22.5 RT STA 26+20 4" WHT EPDXY STRIPING '0 10 8 STA 27+85.2 6.41 RT STA 30+56.22 0.00 RT QA\ STA 26 0 LANE - NEW R3-Sc I � A i - BEGIN m STA 26+20 Q ENDQ STA 24+35.8 9.3 LT QCENTERED ON LANE OBLIT. EXIST. STD. 6 . STA 26+28.5 7.4 LT CITY OF BOZEMAIN NEW R3-8a >� NEW, FLEXIBLE SURF, SCHOOL CROSSWALK �!. MOUNT. DE-LINEATOR & STOP BAR 114 `r- Q STA 26+52.8 14.00 RT f !I r � Q z 3 END rlj,' III; W < ' NOTES W W ZO Q 1. ALL NEW PAVEMENT MARKINGS ARE HOT INLAID HYDROCARBON-BASED THERMOPLASTIC 2 STA 26+53.35 4.00' LT TO PAVEMENT MARKINGS, INCLUDING CROSSWALKS, STOP BARS, ARROWS, LEGENDS AND LANE 12.79' RT 1 00 : LINES, EXISTING LANE LINES TO BE OBLITERATED AND REPAINTED WITHIN THE PROJECT � Q Q B 7--�-�-26_� 7' q, 1 12, 10, LIMITS AS SHOWN. < _ o I 2. OBLITERATE ALL EXISTING CROSSWALK STRIPING,LANE LINES, AND STOP BARS WITHIN IN INTERSECTION. Z u V) EXTEND EXSI. , 24" DIA CMP's CURB & GUTTER / ! \\\ 'L LEGEND o J 0 s STA 23+29 4.48 LT 2 10' LF N NEW (TYP) - - - - '! ^(n o - ) OM-3R CONDUIT - EXISTING c BEGIN TAPER " minus NAT'L ON BANKS - m b� I Z .9. EXISTING EDGE ?. CONDUIT - NEW 7 Q ` _ NEW T- r OF ROADWAY ___-_25'.1 TAPER FOR 240-_--_-_ 2 OM-3 ~ STA 23+30 9 Z� - -- - TRAFFIC SIGNAL - EXISTING --- \, (n NEW, FLEXIBLE SURF, z --MOUNT. DE-LINEATOR- O z I �� - - - TRAFFIC SIGNAL - NEW c� z O r,1 pS.1 TAPER FOR 195 6 - Q r - - - - - O SIGNAL POLE Q 0 _v _- ---------------- W 00 CV ® ® CONTROLLER CABINET MOUNTING W U-1 80.-1 TAPER FOR 246' o + ID O h� O f-- PEDESTRIAN SIGNAL CDi DURSTON OAD A 3�S.R O z R3-2 �,£ LUMINAIRE a STA 23+67.52 POLE NUMBER STA 21+17.52 0.00 RT END TAPER - ---- ---- --- - O SCALE j GIN 6 -z' ELECTRIC SERVICE 20 10 0 20 no 6 7 -STA 25+0 8.7 7 PROJECT NO. i �' ` W•R3-2 ___ ® TYPE I PULL BOX 2605.007. 1 o R o JS" IB TYPE II PULL BOX SHEET NUMBER io STA 24+51.35 10,00 RT j BEGIN 3 e OBLITERATE MARKINGS 12 x NUMBER O FLEXIBLE SURF. MOUNT DELINEATOR 1 2/1 2