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HomeMy WebLinkAboutLegends at Bridger Creek 2 Traffic Signal Plans for Griffin Dr. and Rouse Ave. 01 LEGENDS AT BRIDGER CREEK II TRAFFIC SIGNAL PLANS FOR RECORD GRIFFIN DR. AND ROUSE AVE . DRAWINGS BOZEMAN , MONTANA _____�r_______: ------- ----- SHEET INDEX ---------- ------- SHEET NO. DESCRIPTION ---——------— OLT fALLS --A 1 COVER SHEET-INDEX ILEWSTOW 2 GENERAL NOTES, KEY MAP MILES dT 3 TYPICAL SECTIONS - ------ ONTANA DEPARTMENT 4 CONSTRUCTION SUMMARY SHEET -JNXN OF TRANSPORTATION 5 UTILITY ADJUSTMENTS EMA" 1:41-1.04 J., 6 REMOVE MEDIAN DETAIL 7 CURB LAYOUT 01f 8 CURB LAYOUT �oz 9 CURB LAYOUT U 00q'C04 P41 V- 10 GRADING PLAN Ir B'%'ER DR S1 EXISTING STRIPING PLAN M3 N CO. S2 PROPOSED STRIPING PLAN S3 STRIPING DETAIL GRIFFIN DR. E MFFIN DR,-'-- AND ROUSE AVE. S4 SIGNING PLAN Edge-field, LLC El ELECTRICAL QUANTITY SHEET -N E2 ELECTRICAL DETAIL E3 ELECTRICAL DETAIL rV41 Prepared by E4 ELECTRICAL DETAIL BRYANT ST TA E5 ELECTRICAL DETAIL E N G I N E E R I N G EGAIM E6 SIGNAL PLAN AND CONDUIT LAYOUT L McChesney Professional Bldg 140UWE 601 Nikles Dr,Suite 2 0" "C' E N G I N E E R I N GW� Bozeman,MT 5971 S Phone:(406)586-8834 Fax: (406)586-1730 SfZS Sheet No VICINITY MAP Prof. No. 42S510.102 May 2007 1 of 10.,.7E. ." Copyright 0 2007 HKM Engineering Inc_ AN Rights Reserve A. o ay o o m C. C. EXISTING TOPOGRAPHY EXISTING UTILITIES NEW UTILITIES NEW TOPOGRAPHY ` m CP 13 HOR12 CONTROL POINT STORM DRAIN INLET SANITARY SEWER LINE ,.,)r� —SIN $AN W TRAFFIC POLE NEW PAVED APRON ` O 0 R/W MON. BOX O MANHOLE STM STM STORM SEWER LINE FLOWiLINE DITCH Y z SIGNAL CONTROL BOX - • N. y SEC. CORNER (ENO.) (0CAS METER NG NG STREET SIGN NATURAL CAS TINE y� 2S-_W ELECTRICAL PEAL BOx a y B6 1/4 CORNER (CALL.) FIRE HYDRANT W WATER LINE z Aat • isp PROPERTY PIN ® VALVE CATV BURIED CABLE TELEVISION �� VIDEO DETECTION CAMERA o 3 • in LOT 7 OWNERSHIP INFORMATION POWER POLE (OVERHEAD) TEL TEL BURIED TELEPHONE LINE w--� OPTICON DETECTOR oWi o ySF ■ y.� c5 -- R/W OR PROPERTY LINE E-- GUY WIRE FO FO FIBER OPTIC TEL LINE ( J LUMINAIRE o EASEMENT LINE O GUY POLE OHP OVERHEAD POWER LINE m RECORD PEDESTRIAN SIGNAL HEAD a CURB h GUTTER OLE PWR PWR-. BURIED POWER UNE STREET SIGN-� • ® POWEL04TR PPB PEDESTRIAN PUSH BUTTON PPEDES7AL DRAWINGS MAIL BOX „i TRAFFIC POLE CONVENTIONAL SIGNAL HEAD g — ® (�J MONITOR WELL ® CONVENTIONAL SIGNAL HEAD WITH PROTECTED TURN SIGNAL CONTROL BOX 0 W Q TREES • ELECTRICAL PULL BOX c U Z W SHRUB TELEPHONE PEDESTAL » Q HEDGE CONTROL DIAGRAM a w z a 0 FLOWLINE OUCH p �_ o / CONTOUR Of o W Z +� W Q x WIRE FENCE BEARING SOURCE J = Q Y CHAIN LINK FENCE THIS PROJECT WAS SURVEYED UTILIZING THE GLOBAL POSITIONING SYSTEM (CPS) / �k N ALL COORDINATES ARE ENGLISH STATE PLANE NAD 83-1999. 'p o 0 Z v O WOOp/RAIL FENCE } o_ W In LL 0 0 0 cc LEVEL DATUM SOURCE LU O THIS PROJECT WAS SURVEYED UTILIZING THE GLOBAL POSITIONING SYSTEM (GPS). P-8 6 LEVEL DATUM SOURCE IS NAVE) 88 COMME I 1L DR 0 0 L4806 BRIDGER U-1 L COMBINATION SCALE FACTOR -j N w LY M 06 ALL SURVEY AND STAKING WALL REQUIRE THE USE OF A COMBINATION SCALE FACTOR (CSF) 0 99943024 Of 0 Q F- STA 114+68.91 ALL DIMENSIONS ON THE PLANS ARE GRID DIMENSIONS AND MUST BE DM(IED BY THE CSF TO ARRIVE AT GROUND DIMENSIONS H Of Z /V In z HILLSIDE END STPP86-1(130)0 U- 1217 K4806 BASIS OF PLAN QUANTITIES - GRIFFIN DR (QUANTITIES FOR ESTIMATING PURPOSES ONLY) MM J4806 COMP. AGGRLGAIE WEKNT- 3700 LOS PIR Cu&C YARD �1L17 CP/P.WIEWT Or PL wx 91 SUI6, 3e55 F PER CU61C YARD HASPIAITYMATE FZMENT- 60;OF PL WX art.SURF. Nl'ptATEO LYI - 1,41 OF Pl.Wx RUT. SURF. 4 STUMNQIS MATERIµ- e5 lM PER GµLON H480�" DUST Pµ S.hvE - lo.e LBS PER GALLON SKEW DIAGRAM 4v vv \J ACGR[GATF TREATI(NT DUST PµllAhvt - 0.5 GAL.PER 50. YARD N ACC TAD( - OD5 GAL PER SO ♦MD(uoOIUTEO) RR fR. TAOx 0025 L?5 GAL.PER$0. YARD(LeALUTED) Aai _ n �igi sSEAL . 25 GAL.PER 50. YARD CABER. R5 rfR 50 YARp CONTROL ABSTRACT F ROADWAY POINT N OR Y E OR X POINT GENERAL NOTES NAME/NUMBER COORDINATE COORDINATE ELEVATION LOCATION AND DESCRIPTION �1, A#5 rebar,30'long with a standard MDT aluminum Cap marked H4805,2006.set nosh win the ground 7. HABOF 531,890.745 1,577,314.289 4,727.39 in a grassy area just east of Ostam un's Mini Warehouse,On the west sda of R011so Avenue.a0 It west 9 of the west edge of pavement.14.5 fl.north of northodge of pavement,for the entrance into m - I'llan'9 Mmi Warehouse.32.2 ft Snuth southeast di pTe'Waslarn Glass Inc.'sign on ma west sole a I ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MONTANA of Rouse Avenuu,12 fl.west of the ROW lim,or the burrow diliii,set a looter post and an MDT witness losl C DEPARTMENT OF TRANSPORIATION 'STANDARD SPECIFICATIONS FOR ROAD AND sticker nee r t I0,N34°ft 32.5 ft.from cap. G 21, BRIDGE CONSTRUCTION, 2006 EDITION" AND "MDT DETAILED DRAWINGS. � � A#5 robot,30'long Wllh a stardahl MDT aluminum alp marked J4865,2005,set flush with the glwnd I ENGLISH EDITION,- EFFECTIVE FEBRUARY 2005 Alto,, "2,300.014 1,577,353.708 4.723.84 on the west side of Rouse Avenue,t200 ft,north of the'Filling Station",16.5 ft,west of the west edge y m 2 UTILITIES SHOWN ON THE PLANS WERE LOCATED AS MARKED BY THE of pavNment,68 ft_northeast of a powar polls end northeast of the"Auto Body Experlerans shop,set a t6,2 F-^� RESPECTIVE UTILITY OWNERS AND SURFACE FEATURES THE CONTRACTOR metal with an MDT witness t slicker 3 ft.north of Ca a 6,2 Icp o SHALL CONTACT THE UTILITY COMPANIES AND VERIFY THE LOCATIONS OF ALL A#5 rebar,30'long with a standard MDT aluminum rap marked K4805,2005,set flush with the ground •w v LINES AND SERVICES BEFORE EXCAVATION. FIELD VERIFY LOCATIONS AND K4805 532,TTO 055 1,577,739.77E 4, I8 71, on the northwesterly sKle of Rouse Avenue,north of Bridget Drive,east of the East Gallatin River crossing, OC Y m ELEVATIONS OF EXISTING UTILITIES POTENTIALLY IN CONFLICT WITH THE WORK 0.30 ft.north of an asphalt path,34 ft.northeast of the northeast Confer of the bridge over the East Gallatin L=EmNOTIFYTHE ENGINEER IN WRITING OF ANY DISCREPANCIES BETWEEN FIELD River,42 ft.south of a wen le,set a metal t with an MDT witness 1 sticker 3 ft.nortli of ca V N 0VERIFIED INFORMATION AND THE INFORMATION SHOWN ON THE PLANS. THE A#5 rebar,30"long with a standard MDT aluminum cap marked L4805.2005,set flush will,ground at the O' LONE CALLPHONE NUMBER 15: 1-800-424-5555 'F¢!m ll u L41%Ib 633,527.103 1,570,861.011 4,72L66 rrrthrzst kxxmx of Birdie and BrirlgOr Drive,south kd tlr:Maxim TekhrxTkgy building,19 ft asl of a 3 COORDINATES GIVEN FOR NEW CURB & GUTTER ARE AT THE TOP BACK OF sidewalk,77.51E northeasterly of a stop sign,placed an MDT witness post sticker on a speed limit sign CURB UNLESS OTHERWISE NOTED Past.N481W.38 A from the cap. A#5 rebar,30"long with a slanoard MDT aluminum rap marked M4805,2005,set Rush with the ground Sheer No M4805 533,423.781 1,580,050.059 4.733.73 near the southeast corner of the intersektbn of House Avenue(Bnklgai Drive)and Story Mill Hand 26 R w rxxDiwesl Uf a greenlTuuse sign,31 11.svulheasl of a slW sign,25 It east of a sanitary sewer manhole. 1 35 ft.lotltt,of trio ed a ol varrlent set a metal si with an MDT wrtrKiBs st sticker 3 R south of ca . of 10 Copyright 0 2007 HKM Engineering Inc., All Rights Reserved. o o a o TYPICAL SECTION NO. 1 0 < a . .a � ° Z U E GRIFFIN ST CURB AND GUTTER SECTION m i .ate N<¢O 1Sr OO 0 3 S zo U m m 0 VARES ANY. WA r O AND /Aa 11 VARIES TRAWL LANE RECORD VARIES g = N I.D BERM '- W F EXISTING GRADE DRAWINGS W PATCH EXISTING PAVEMENT FINISHED GRADE � � Z Z W A\ o W Z o O CONSTRUCTION SLOPE a O UIr 030'PLANT MIX BIT. SURF. o )� q J Z Z 6'DRAINAGE COURSE AI m Q Q Q 1.00' IT MINUS CR AGGREGATE COURSE Q 0 4'CONCRETE SIDEWALK 3 w 0.y N Z MOSS ROPE_ -22 No W m W (� J 6 z u .L' 0 a` TYPICAL SECTION NO. 2 E GRIFFIN ST DITCH SECTION * a� O 0 � o VARIES AGG. IREA7 AND TACK VARIES TRAVEL LANE VARIES I v 1-11' tll F EXISTING GRADE _ MATCH EXISTING PAVEMENT FINISHED GRADE 0 o N a o W Nm.J CONSTRUCTION SLOPE w w >.Of/oo 030'PLANT MIX BIT. SURF d m Z c A:\ S♦ I _ d Y m 0cZ E r 1.00' IT MINUS CR, AGGREGATE COURSE Z �op oL A W f b m a LL OM SiOPE- -29 1 Sheet No 3 of 10 Copyright 0 2007 HKM Enginee,inct Inc., All Righ15 Reserved o < o a o SURFACING om 0 feet tons AGGRECATE BITUMINOUS MATERIAL AGG. TREAT. i a • 'n STATION tons tons tons gallons tons gallons s GROSS NET + - FOR HYDRATED REMARKS m a LIE GR 0 COVER TRAFFIC CR. AGG. CEMENT T SEAL TACK DUST AGG, TACK FROM TO CONE* TYPE II GRAVEL COURSE PG 64 28 CRS-2P SS-1 PALLIATIVE SS-1 0 84+TO.49 85+29.39 58.90 Sw CORNER 4 22 0.2 1 1 85+58.49 86406. 18 47.69 1 NW CORNER 3 18 0.2 I 1 • yyN�1' '" 83+56.05 86.416.34 262.29 SE CORNER 41 144 2.5 5 10 m a a 85483.46 86+21.77 38.31 1 NE CORNER 9 37 0.5 1 2 ~ z m<$o SEAL AND COVER 85 12 a ; SUBTOTAL 57 BS 221 ! 3.4 41• 12 !! 8 as 14 o i = • r Is FOR INFORMATION ONLY - INCLUDED N COST OF GRADE D COMMERCIAL PMBS RECORD41•FOR INFORMATION ONLY - BASED ON ONE APPLICATION m m DRAWINGS a SIDEWALK CURB • LU square yords linear feet scluare feet W = W feet STATION CONCRETE VALLEY W U) Q STATION CURB AND GUTTER GUTTER REMARKS • Z LUJ CONCRETE SIDEWALK b C) Q REMOVE REMARKS FROM TO LEFT RIGHT REMOVE LEFT RIGHT F5 Q � SIDEWALK TRUNCATED WIDTH 4" 6" DOMES 84+69.78 87+97.49 75 SW CORNER o 0 C ? w FROM TO LEFT RIGHT LEFT RIGHT LEFT RIGHT 85+64.53 86+06.77 63 NW CORNER a 84+69.7B 87+97 49 50.4 2.6 5.0 SW CORNER 84+48.88 85+27.65 94 SE CORNER in 85+64.53 86+ 6.77 36.6 2.4 5.0 NW CORNER 86+00.95 86+21.76 s3 NE CORNER n m Z Z Q 84+48.8B 85+27 65 53.3 2.5 5.0 SE CORNER cl f- O_ 86+00.95 86+21 76 2.8 5.0 NE CORNER Q L1J P D SUBTOTAL 87.0 91.5 10.3 SUBTOTAL 138 147 : Q O ? Z TOTAL 178.5 10.3 �. TOTAL 285 o W CoLL • INCLUDES CURB RAMPS Z r 00 U z BITUMINOUS PAVEMENT REMOVAL ADDITIONAL GRADING UTILITY ADJUSTMENTS d square Cubic yarCIS tolls EACH • yards STATION INCL. IN GRADING STATION ADD. ADD. REMARKS utlLlir ADJUST BIT. REMARKS EMB. E1MNB. EMN• STATION OFFSET REMARKS REMOVAL UTILITY PAVEMENT EXC. IN FROM TO REMOVAL FROM TO PLACE PLACE U PLACE tt SERVICE 84+15.56 85+07.89 289 SW CORNER 84+15.56 85+03.20 20 37 SW CORNER - BEHIND SIDEWALK 86+07.39 38.06' RT 1 LUMNAIRE 85+58.49 86+34.03 74 NW CORNER 85+62.20 86+28.53 10 19 NW CORNER - BEHIND SIDEWALK VARIES VARIES 3 LUMNAIRE ELECTRICAL SERVIC! 83+56.05 86418.34 33 SE CORNER 84+26.44 85+32.41 70 130 SE CORNER - BEHIND SIDEWALK 85+83.46 86421.77 22 NE CORNER 85+90.97 86+31.50 30 56 NE CORNER - BEHIND SIDEWALK TOTAL 410 SUBTOTAL 1130 242 TOTAL 4 tt EXCAVATION QUANTITIES-MATERIAL UNSUITABLE FOR ROADWAY EMBANKMENTS. 4(MATERIAL FOR MISC. GRADING BEHIND SIDEWALKS. LUMINAIRES TO BE CONNECTED TO NEW ELECTRICAL SERVICE PAVEMENT MARKINGS o TRAFFIC CONTROL SIGNS s ITEM UNIT INTERIM FINAL TOTAL REMOVE RESET NEW AP INTERIM APPLPCA70N REMOVE CONCRETE ISLAND STATION OFFSET SIGNS SIGNS SIGNS REMARKS STRIPNG - 8" WHITE EPDXY lSQ101 Gal 5 5 Ilneor feet SO. EACH EACH EACH Im STRIPING - 24" WHITE EPDXY (SOLID) Gal 4 4 yards 85+27 42'LT 1 REMOVE EXISTING RI-I STRIPING - 4' WHITE EPDXY ISOLIOI Gal 9 9 STATION MEDIAN 84+60 62'LI 1 REMOVE EXISTING RI-2 m STRIPING - 4' YELLOW EPDXY (SOLID) Gal 13 13 CONCRETE REMOVE REWYE REMARKS 85+93 45'RT t REMOVE EXISTING RI-t CURB U' oN ao MEDIAN STRIPING - 24' YELLOW EPDXY ISOLOI Gal 4 4 MEDIAN �+06 33'FIT 1 REMOVE EXISTING CIM2-2V Z ygn�� STRIPING - WHITE PLASTIC Feet FROM TO TYPE A CURB CONCRETE 84+36 24'RT t REMOVE EXISTING OM2-2v - m 3� � STRIPING - WHITE PLASTIC Feet 84+84 85+30 195 MEDIAN - INCL. RADII 86+41 38 FIT 1 REMOVE EXISTING SIGN W OHnep� CURB MARKINGS - YELLOW EPDXY Gal 5 5 84FII 2l'FIT 1 RESET Ex MST D I 4 2 84+84 85+30 166 MEDIAN CONCRETE W >,Ofmm 85+09 9CNAL MASTARY 1 INSTALL NEW D3-I Z TEMPORARY PAVEMENT MARKINGS 41! Mile 0.4 TOTAL 195 166 85+11 "AL MASTARM 2 NST ALL NEW D3-I _ W 85426 90M YASTARM 2 INSTALL NEW D3-1 L�LZ m c., WORDS AND SYMBOLS WHITE PANT Call 86+18 SIGNAL WASTARY 1 INSTALL NEW 03-1 WORDS AND SYMBOLS YELLOW PAINT Got Z uo oM A Wfmmau WORDS AND SYMBOLS WHITE EPDXY Gal 4 4 SUBTOTAL 6 1 6 WORDS AND SYMBOLS YELLOW EPDXY COIor TOTAL 13 Sheet No IKiR TEMPORARY PAVEMENT MARKINGS WILL BE PAID SEPARATELY. AS LISTED ON THE BID FORM. i INCLUDES 26.00 SOFT ALUMINUM SHEETING INCR(IIII w of tU Copyright 0 2007 HKM Engineering Inc. All Rights Rene d �D 0 • a o s � j • RECORD CONNECT EXISTING LUM/NAIRE TO PULL QOX VIA CONDUIT, CONTRACTOR TO DRAWINGS / ® Y Z P CHIP OUT A ORTION OF THE LUM/NAIRE FOUNDA TION TO INS TA L NEW CONDUI T m j TO BASE OF EXISTING LUMINAIRE. p� �� ./ 3ao CONTRACTOR TO COORDINA TE WI TH g Q I REMOVE EXISTING UNDERGROUND ��x , N g _w' ,o NORTHWESTERN ENERGY TO DISCONNECT ELECTRICAL CONDUCTOR /J/0 // SERVICE PRIOR TO REMOVAL. oCt �" /r •/ (SEE SIGNAL PLAN) ow aw—cw— 'TO °" REMOVE EXISTING LUM/NAIRE ro TO To To- • "" — "' AND OVERHEAD SERVICE. wcc a rn Q Q��` CONTRACTOR TO COORDINA TE z z w LLj E GRIFFIN DRIVE � Q � WITH NORTHWESTERN ENERGY o w z 2 0`° TO DISCONNECT SERVICE o cn Ix I " PRIOR TO REMOVAL. & w Z o z CIOa 7Et c7 Ea �; S \7E I '1 Et • 0 0 _M z t i t I o z LL Bois aw ow ow qw i TEL iE TEL o w 7 LL ® (A' aw ow — z� '/ ark \ \ W 0 z NEW OVERHEAD e ' AN ' ELECTRICAL SERVICE ` I '� �✓ �� E GRIFFIN DRI VE 0,�x REMOVE EXISTING ELECTRICAL WIRES, ABANDON CONDUIT, AND DISCONNECT ————— FROM EXISTING ELECTRICAL SERVICE I d CONTRACTOR TO COORDINATE WITH NORTHWESTERN ENERGY TO DISCONNECT SERVICE PRIOR TO REMOVAL. g I I (CONTRACTOR TO VERIF INY) as CONNECT EXISTING LUM/NAIRE TO PULL BOX VIA CONDUIT. CONTRACTOR TO �I O COORDINATE WITH NORTHWESTERN Is ' , 20 o 20 .o ENERGY TO DISCONNECT SERVICE _ scale 'M' PRIOR TO REMOVAL. !I , \ NOTES: 'm (SEE SIGNAL PLAN) I o N M UTILITIES SHOWN ON THE PLANS WERE LOCATED AS MARKED BY THE RESPECTIVE UTILITY OWNERS AND SURFACE FEATURES. THE CONTRACTOR cy e SHALL CONTACT THE UTILITY COMPANIES AND VERIFY THE LOCATIONS OF ALL W a��^�— W ro f li LINES AND SERVICES BEFORE EXCAVATION. FIELD VERIFY LOCATIONS AND z9dW.w I a ELEVATIONS OF EXISTING UTILITIES POTENTIALLY IN CONFLICT WITH THE WORK. e iii NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BETWEEN FIELD z Q§ 0 t I l VERIFIED INFORMATION AND THE INFORMATION SHOWN ON THE PLANS. THE / ONE CALL PHONE NUMBER IS: 1-800-424-5555. rSheet No CONTRACTOR SHALL COORDINATE WITH NORTHWESTERN ENERGY FOR ALL 5 I I a ELECTRICAL UTILITY ADJUSTMENTS. � . Of to Copw;ghl 0 2007 HKN Engineerinq Inc.. All Rights Reserved. 0 0 < o ^ a o / \ o 0 f i i o CD Jl- O 0 3 mZ56o 68 E GRIFFIN DRl l/F DO NOT DAMAGE EXISTING m — ASPHALT PAVEMENT BENEATH ISLAND REMOVE 11 SOYD ASPHALT SAW CUT NEW EOP REMOVE 166 SOYD OF EXISTING CONCRETE I < Y ui �� J AND BASE COURSE W W 1 I� 1 11 c V z H W Ir Fa— 0 D 1 \ ` W z REMOVE 1 SOYD FRO -_ d o l 0 0 z Q 1 ASPHAL T REMOVAL QUANTITY Ir Z W z toQ Q W 0� O N > z_ z LL m W ��la\\ r\ \ REMOVE 195 LF OF aUJ LL EXISTING EOP� \\ EXISTING MEDIAN CURB W If c7 0 i 0 `1 k ► 1 !J I/ REMOVE 289 SOYD ASPHALT 1 I II 1 1 11 v to 0 10 20 1 ,Cole legit J / __ ------ -- ---I —I�r--T--f I i aka, SAW CUT NEW EDP i owv i o I.- or p2��^ ON.�m / m o> fRECORD `NY T d._EoV Z N O.DRAWINGS �o �faomau Sheet No 0o 6 III, of to All Copy,ighl 0 2007 HKM Engineerinq Inc., All Rights R.5.,-A. � o0 aq o o m RECORD { o ?•pT5£T FOR SAWCUI 3 DRAWINGS $ a NEW EOP Y Z 's.0 a I _ ��.• •�S o C N� 2 0.6% --- , %- :�� RA1P 1 \ O- EX157iNG£Qo R 422 0' ^ �• O •\• I r\ / / II • AOD2 Y 45 SOFT \ \ \ \ / > uj Of AIE 90ENULK 12�I �S,d \ I� `� w Q RAMP \ I 1 / / • Z w ly w Z ~ S a 0 Ix L_J PC? 85+Of.83 - 96.96'L I TBC£LEV= 4720.21 N. 53251I.8201 C. 1577402.1819 / / / • U) N V Z Ex157INC RIW UPI 84+9900 - 6105'LT. / / N Z O z 78C ELEV- 4720.94 NEW EOP / / o w m LL N.- 532493.6322 / // / o 0 rx E: 1577431.9475 / �n w PTI 84+70.18 - 42.03'11. / J 18C fLEV= 472i.60 N: 5324576oi4 l ? E 1577433.1066 1 1 1 n Q� -J • EJOS17NG EOP 5 �) Q an tU U 10 20 Z' d`�_� 6 scole feel O O�! SEE MDT DETAILED DRAWINGS 608-25 and 608-30 POINT TABLE I POINT # ST A/OFFSET NORTHING EAST ING ELEVATION DESCRIPTION m U� ON MM 1 84+74. 821167. 90' LT 532523. 4029 1577325. 70 10 47 19. 36* POT z CURB CURVE TABLE 2 84+8 1. 381153. 06' LT 532522. 9240 1577342. 4838 47 19. 46* PC rc "te r wit - CURVE LENGTH RADIUS DELTA ANGLE TANGENT LENGTH 3 851'03. 49197. 69' LT 532516. 79021577403. 1263 4719. 834 PT wm°'m8o z cyc�e 4 84+70. 33140. 05' LT 532456. 7802 1577434. 9303 4721. 23* POT m C 1 74. 65 4 1. 00 104- 19' 25" 64. 76 c=E 5 84+ 15. 56137. 31' LT 532404. 45271577411. 299E 4722. 12* POT or,�o; NOTE: ALL DISTANCES ARE 1N FEET. wfSma' * MA TCH EXIS TING PA VEMEN T ELEVA TION NOTE: ALL ELEVATIONS ARE TO TOP BACK OF CURB. Sheet No ALL DISTANCES AND ELEVATIONS ARE IN FEET. 7 of l0 Cop Y•Vhl 0 2007 NKM Engineering Inc., All Rights Reserved. • 0 i RECORD - DRAWINGS ' V OFFSET FOR SA*CUI 1 � \ U c - -- c Ex1snNG EQp �.S !-7s G� . r-T . �. `6 0• RA,1 RMP� m -f' 1`�' £laSDNG£OP WP 2 �. 7 4. �. j 0/\ c W p1; 487 / NEW FOP C GRADE BREAK K 5 ° PCI 84+48.88 - 22.50'RT. P0T1 85+31.10 - 6538*RT R 221.0' 04; 6 IOC FILE- 472073 IOC ElfV= 4719.39 N. 532409 1081 N: 532454.6959 2( NEW E0P E. 1577479.8023 E.' 1577554.3677 i PI2 85+24.76 - 53.28*RT .5 UPI 84+81.86 - 27.19"RT 78C ELEV- 4719.56 n IBC ELEV- 4720.27 N: 532455,2560 EA7S17NG FENCE 4 N: 532433.9299 E• 1577542.6M7 1 Ex15 nNC FENCE E 9 157749 2230 MfP2 85+19 31 - 46,40'RT. 1BC EL£V- 4719.68 PCC2 85.12.39 - 40.89'RT N.• 53245l6453 EXISTING RVR' T8C£LEV- 4719.80 E• 1577534 1438 N: SM452.0330 E: 1577525 9851 EXISTAXG R1W \N� 10 0 10 10 scole feel SEE MDT DETAILED DRAWINGS 608-25 and 608-30 POINT T ABL E POINT A ST A/OFFSET NORTHING EAST ING ELEVATION DESCRIPTION CURB CURVE TABLE 1 83-156. 04/15. 34' RT 532328. 3633 1577436. 1086 4722. 12• POT CURVE LENGTH RADIUS DELTA ANGLE TANGENT LENGTH 2 84+48. 88/20. 50' RT 532409. 0304 1577478. 0276 4720. 36 POT C 1 64. 92 98. 00 37' 57' 12" 63. 74 3 85+32. 97/62. 36' RT 532456. 6936 1577554. 4635 47 19. 02 PC 4 85+64. 17/98. 80' RT 532459. 2854 1577600. 4144 4719. 11 MP C2 17, l7 36. 00 27' 20' 00" l7. 0 ! 5 86+06. 361127. 02' RT 532471. 3395 1577644. 83 17 4718. 92 PT NOTE: ALL DISTANCES ARE IN FEET. 6 86+ 17. 75/132. 55' RT 1532475. 3344 1577655, 152OF 47 18. 88• POT ' MATCH EXISTING PAVEMENT ELEVATION NOTE: ALL ELEVATIONS ARE TO TOP BACK OF CURB. ALL DISTANCES AND ELEVATIONS ARE IN FEET. Copyright 0 2007 HKY lnpineerinp Inc. All Rights Reserved o v c o a o EXISDNC FENCE o c EXISTWC COP < g POTI 86+06.44 - ,J..,'LT. �� RECORD TBC ELEV- ,720?8 N.' 5J?57719,7 DRAWINGS x Z E. 157751I.,617J.PT2 86+0J.18 - , 92'LT. TBC ELEV= 4720.62 EXISTING R/W N. 53?57SO936 _ c� E 1577506 9,80 MP2 85+82.55 - 5255'L J. ,o JBC ELEV- I720.39 N- 53256JO363 -- E: 15774M 7958 PCC1 85+6&05 - 70.n'L T o m TBC ELEV= 4720.16 NEW FOP v N. 532560.87J4 v E: 1577465.4130 MPI 65+65.37 - 75.55'LT b4 EA750NG fopPCJ 86+?L 77 - 89.58'RT. o TBC ELEV= ,720.10 N., £LCv- ,7/88J o N: 532543 5111 • E. 15 775 77 91,8 15 E. 7 , o E. 77459.159.?675 N �FP TBC ELEV97 471896 74'RT PC! 85+6255 - 80.95'LT q TBC ELEV- 4720.02 �! , Y uj N- 532562 3026 'VF• N. 532518.7498 < w E, 1577453 MI /jk LS 2 E: 1577572,3579 w Q Q PT3 85+92.76 - 6566'RT • U Z w ABC ELCV- 471909 4 N: 53?,99.669, EXISTING R/w C, ��� / O O E: 1577589.1047 a C) O O CY x15TING FENCE pm+ V O � ! 1/ r c w Z 3 Gip' 1 Z i A. _ f�1��/ /\ � I j 1•5.0'1 121 1 � m Q Q s ry u \v i/( yo C(lD N i �\\ 1 RAMP Q W cl I f-� 1 J.2•a • 0 O U Z_ j y� // O' a - S•.I' 0'\ 12:1 r Z m LL C 1 �� ;� b A l A RAID -lb- LLJ w LL OFFSET FOR $ARCVr o, -. \\ (�? �T o EX/5101C EOP \ f y I NEW COP Cx15rwC top .Y v �- O Ax .S 0.. ^ vE2 OFFSET FOR SA•CaT ^1 N" OF NEW 45 SOFT ar -_ w srnfwux RIMN DRI VF- E G 10 0 10 20 t scot* SEE MDT DETAILED DRAWINGS 608-25 and 608-30I POINT TABLE I CURB CURVE TABLE POINT # STA/OFFSET NORTHING EAST LNG ELEVATION DESCRIPTION c 1 85460. 97/79. 96' LT 532560. 3127 1577452. 9 109 47 19. 65• POT z o` ^^z.��n�^ CURVE LENGTH RADIUS DELTA ANGLE TANGENT LENGTH 2 86f06. 18/4 1. 46' L T 532576. 0484 15775 12. 8431 4720. 28• POT C 1 12. 39 402. 00 1' 45' 55" 12. 39 3 86f34. 03/37. 94' LT 532596. 36 /9 1577534. 1090 4720. 76 • POT W n 10 ;o�8;p C2 47. 36 53. 00 5 1' 1 1' 50" 45. 80 4 86f21. 77/27. 58' RT 532544. 7960 1577576. 7960 47 18. 46 • POT z cm owe:!, C3 52. 70 28. 00 I07' 49' S6" 45. 26 5 85f90. 66/66. 21' RT 532497. 8120 1577588. 3623 47 18. 72 PC �=E 6 86f09. 43/9 1. 28' RT 532495. 7 i93 /5776 !8. 5574147 18. 83• PT z u�°�o x NOTE: ALL DISTANCES ARE IN FEET. w�$maLL • MATCH EXISTING PAVEMENT ELEVATION NOTE: ALL ELEVATIONS ARE TO TOP BACK OF CURB. Sheet No ALL DISTANCES AND ELEVATIONS ARE IN FEET n 01 0 CopYWhl 0 2007 MKM EAQiheiwiIq Inc, AN Rlphls Res -d o • < o ap o o m n c < `o • N m $ = O J � 8 a Z U moo C ; N o EXISTING R/W a Z EXISTING R/W Y RECORD 0 ,. DRAWINGS g Y ui C) - wQ Q CT' r T.—�'—�' 00 QUO • z w E GRIFFIN DRIVE ��k 0 w z o a 3 a GRADING AREA U' O Ix, o 00 GRADING AREA 20 .2 0: z z zz i�_ I • op � z 1 z m LL W LL �v ix N w 0 J O GRADING AREA E GRIFFIN DRIVE APPROXIMA TE % -1 CONSTRUCTION LIMITS (TYP) GRADING AREA 0 EXISTING R/W �J`' �� Q NOTES: 7- GRADE AREA FROM 1.0' OFFSET O� FROM EDGE OF PROPOSED SIDEWALK TO EXISTING PROPERTY LINES. EXISTING R/W SLOPES MAY VARY. MINIMUM SLOPE IS 3:1 FOR ALL GRADING OPERATIONS. ch _ N _ m O GRADE AREA FROM 1.0' OFFSET FROM EDGE OF PROPS ED SIDEWALK '0 g� TO EXISTING GROUND. SLOPES MAY VARY. MINIMUM SLOPES 3:1 FOR ° 1m� ALL GRADING OPERATIONS. w J N. w r0fm- z gmcga O GRADE AREA FROM 1.0' OFFSET - tY•.. _ FROM EDGE OF PROPS ED SIDEWALK �z: 20 0 20 eu ' OFFSET FROM EXISTING FENCE. w score reel TO 1.0 fmm°au s SLOPES MAY VARY, MINIMUM SLOPE IS 3:1 FOR ALL GRADING OPERATIONS. Sheet No 10 ex of 10 Copyright 0 2007 RKM Engineering inc.. All Rights Reserved. O V ` o ay o Q m RECORD � a • .A DRAWINGS Yo U U WYt m U \ p 3 Sozo BEL7N SEAL AND C010" • o M z STA.- 84 o 35 333'L T m �^ Y • 30 0 30 60 g _ r� score feet SCAL AND COKR 6177 SO 1DS a • u Z J W S U Q 0- fn b wz _ZO d a C7 O M o z mQ UQ a 111 z_ p • O0 Hz z (D � LL W X LL �1t N U` W Fr W 0 III : J BEGIN SEAL AND COWR 1 J CND SEAL AND COVER SU: 87+94 z° .R 0 L L� r � • 85+ +00 84+ N SE A B7f +0 "00 i �01 o� a 4 2 f• L_ a I m C ON nN z n�rn oon O U) W W >�020o 0 - $YEm z c�Z U 0 O X O� L q W f�LDau Sheet No S1 01 S. Copyright O 2007 HKM Engineering Inc.. All Rights Reserved a RECORD NOTES: ALL PAVEMENT MARKINGS SHALL FOLLOW THE DRAWINGS MUTCD AND THE MONTANA DEPARTMENT OF j TRANSPORTATION STANDARDS AS OUTLINED IN THE TRAFFIC ENGINEERING MANUAL, PART III—SIGNS/PAVEMENT MARKINGS AND FHWA STANDARD HIGHWAY SIGNS. < 4"SNGL[ MHITE BEGIN c USE EPDXY PAVEMENT MARKINGS FOR ALL MATCH TO EXISTING NEW PAVEMENT MARKINGS. srA: 84+zo 32T'cr 8 SINGLE MHITE BEGIN - N MATCH TO EXISTING STA: 84+28 327'L T c °a 4" pp�BLE f£(LOW BEGIN � MA iCN TO fX15 RNG STA 84+35 333'1.i c^ 4 4"SINGLE MHITE BEGIN c MATCH TO EXISTING 2 STA 84444 338'L 1 O� > /r` 7 wor£EPDXY(rYP) 20 0 20 40 4 P scole feet s B'CROSSWALK tel l£ 4"SINGLE MH111 END S IA: 85+05 71'1T TO STA.• 85+08 77 LT STA: 85+65 73'LT 8"SINGLE MHIIE END 8"CROSSWALK MOTE STA: 85+24 77'LT B'aaosswuK M►Ilr£ 5TA: 85+02 62'L T TO 5TA: 85+88 46'U TO •� STA: 85469 64•LT 4'DOUBLE YELLOW END STA: 86+01 35'RI 5 TOP BAR We TE 4 8"CROSSWALK IIHTf STA: 85+36 75'L T 8"CROSSWALK 1wIT£ STA: 84+98 56'IT TO STA: 85+97 43'LT TO STA 85+03 33'RT 4"SINGLE MHITE END 5TA 86+09 30'RT - 8*CROSSWALK MM7E 5TA: 85+50 76�LT 4"SINGLE WW1 TE BEGIN STA- 84+90 48'LI TO STA: 86+04 40'LT n STA: 84+94 29'RT 8'SINGLE M417E BEGIN 4'SINGLE NHIIE END ; \ STA: 86+06 23'L 1 51A: 64 4 87 23'1,T 1 1 S T SINGLE NHI BEGIN I I A: 66+08 1t LI 9 4 DOUBLE YELLOW END ! 4'DOULB£ YELLOW BEGIN < STOP BAR M41TE STOP BAR OH17E o Sfk 84488 9'LT STA: 86+09 I'RT 4 8'SINGLE M►MTE ENO 8'SINGLE 1011IF END STA: 84+66 3'RT i STA: 86+55 22'LT L 8-SINGLE IN41If, END BEGIN TAPER 4'SINGLE MH17E END STA: 86+58 10 LT STA: 86+78 2'RT STA: 84+87 15'RT BEGIN TAPER STA.: 87+56 9'L T LLOW CURB PAINT(TYP) S 00(SEE STRIPING DETAKS) 84+00 N ROU 97 MA aio�'IF BEG1+1 g3+� Da ifBRIOCFR e 1 5TA. 60+76 20'11 T __ 4"DOUBLE YELLOW TAPER BEGIN ` �0 Am" TO£X15TING ��.L � -� STA: 80+76 2 It 2*00 8"CROSSWALK TIE R L STA: 85+22 46 T TO I 1 4"SINGLE MHI TC END STA: 85+95 44'RT 4"SNCL[ MHI IE BEGIN STA: 87+90 22'L r R STA: 86+12 19'RI t 1�,PE 8"CROSSWALK MH//E END TAPER ty: 5TA 85+28 55 RT TO 5TA: 87+93 7'LT STA: 85+90 52'RI } S'p 4"DOUBLE YE1,iOw END 4"DOUBLE YELLOW BEGIN STA: 87495 1 RT STOP BAR *MTE Z 4"SINGLE M41TE END B'SINGLE 11 STA: 85+64 57'RT p 5TA: 86402 25'Rr / �3 STA, 83+56 C BEGIN 4'DOUBLE YELLOW END / END TAPER SrA: 86+40 127'RT BE 83+36 1/"L T BEGIN TAPER 51A: 82+47 2'RT 4' SINGLE M+M 1E BEGIN 7' YELLOW LN£5 AT JO DEGREES FROM C£NTERLIN£ MATCH TO EXISTING AND SPACED AT 15'NTfRVALS CENTER TO CENTER STA: 80+77 14'RI Copyright 0 2007 HKM Engineering Inc. All Rights Reserved O v o a o m Tm RECORD I� a G DRAWINGS P $ _ 24" YELLOW � • N, N m ><V4 1!I s 0 O l • Ni�O a ; s�'o • o yiT�� V m 4 4 0 30' 4" SOLID I • YELLOW -- V 8LU = Y LLI P ' WQ • U Q J UJ V) I a d'UJI z00 fQ g° a p �' a mQ ZQ cl QW I- a PAINTED MEDIAN DETAIL I • w m to Z NO SCALE N O _ O U. N J � f 2 U .Z O 4 DIRECTION OF TRAVEL NOTL: THE LOCATION OF THE CROSSWALK LINES ARE DEPENDENT ON LOCATION OF THE SIDEWALKS. YELLOW CURB PAINT 10 2:1 101 EXTEND CROSSWALKS TO CURB 20' < BUT DO NOT OVERLAP. I-0 a >a 8" WHITE EPDXY .0 �a (TYP) Z ` o =o 9 20' (30' WHEN APPROACHING 8' (TYP) A STOP SIGN OR SIGNAL ) p J m w 4' MINIMUM m Q U ON roM l� w U 77mw y��oo Z Z N m m-a g 2' WHITE EPDXY 0 tZ O C ZU.0 NOX U G i 10 w w faomaLL TYPICAL CURB MARKINGS NO SCALE TYPICAL PAVEMENT MARKINGS Sheet No FOR PEDESTRIAN CROSSINGS �� NO SCALE of S4 Copt+ighl 0 2007 HKY Enginee.;n0 Inc. All Righls Rese d o • o ay � 01 T >` o In RECORD `m .S AIN AlN INO DRAWINGS USE AS IS USE AS /S Y �� STA: 87+49 46' LT - -- Y o z STA: 85+45 135' L7 J EXISTING SIGN fXIS TING SIGN =w� N. y a1 WIP m Z USE As is a �Ygo STA: 85+60 163'LT NO o 3 0 �Z;6: EXISTING R7-1 pwK • Ally V - ({� o ,6' NOR1H USE As /s ,� MONTANA USE AS Is TANA STA: 87+56 34' RT STA: I 184'L T , 0 w EXISTING A43-1 - N - EXIST/NG Rl-1 a • INSTALL EXISTING 03-1 (2) NEW 03-NOTE)2) 23 2 86 EXISTING MI-4 g — (ONE SICK) n NI ODcr Li e�� USE AS IS s W Q STA: 87+21 28' RT Q W USE AS IS ml-In EXISTING OM-3(R) N Z STA: 84+97 218' L T W� ce U W =O EXISTNG R2-1 (35) 00 2 / ® 40 0 40 80 o Z STA REA4086+59 38' RT stole feet 0 0 a EXISTING SIGN �I m Q Z Q Gwyn to f P inl Q � Z � a = to N 0 INSTALL 6 co Z 7 E GRIFFIN of NEW DJ-ILL C (SEE NOTES) W 0] u- \\ \ C9 I� USE AS IS J USE AS IS STA: 86+46 100' RT n STA: 84+16 301' LT ; �y �MM EXISTING MI-4 c W EXISTING M6-4 TO 6' FROM fOP A�+� 8 C Ogi77v i EXISTING R3-7 II V USE AS IS I REMOVE STA: S I S 187'L T MM Z STA: 86+06 33' RT a W O EXISTING OM2-2V • TO 6'FROM EOP rn EXISTING M3-1 V J EXISTING Ml-4 et In USE AS IS 4 / co co INSTALL STA: 86+20 143' RT A NEW 03-f (1) � EXISTING R2-1 (35) } (SEE NOTES) REMOVE r A (ONE SIGN) STA: 84+60 62' LT 8 EXISTING RI-2 031+ a � REMOVE c STA: 85+9J 45' RT INSTALL I EXISTING Rl-I NEW D3-1 80 N13JI89 3 (SEE NOTES) tew bo,�aeg USE AS IS STA 84+12 45' L T � RESET EXISTING WII-I c EXIST/NC Wl6-I 8T6 STA: EXIS 24' I O RESET EXISTING Ml-4 TO STA: 84+14 26' RT REMOVE STA: 84+36 24' RT REMOVE _ EXISTING OM2-2V NOTES: STA: 85+27 42' LT EXISTING RI-1 = ALL SIGNS DESIGNATED TO BE INSTALLED OR EXISTING DJ-1 (2) D RESET 1MLL BE INSTALLED ACCORDING TO m USE AS IS MONTANA DEPARTMENT OF TRANSPORTATION m STA: 83+69 21' RT SPECIFICATIONS AND DETAILED DRAWINGS AND 1z, 0w ag $ EXISTING W11-I THE MUTCD. THE MINIMUM MOUNTING HEIGHT m2•,W^ vNt EXISTING WI6-1 SHALL BE 7'. ti STREET NAME SIGNS SHALL BE INSTALLED >,020- ACCORDING TO MONTANA DEPARTMENT OF 1 o c+� TRANSPORTATION STANDARDS AS OUTLINED IN "O" THE TRAFFIC ENGINEERING MANUAL-PART III r=E c ��oo �i. $hoet No. S4 of 54 Copyright 0 2007 HKM Engineering Inc, All Rights Rese wd ELECTRICAL QUANTITY SUMMARY `a o 0 o ro RECORD m ITEM NO. MATERIAL 2-LANE 4-LANE TOTAL TOTAL TOTAL SFCU UN DRAWINGS $ RURAL URBAN RURAL URBAN RURAL URBAN 291-1 5 1 Z - FOUNDATION -CONCRETE 14 CU. Y Z afEa CONDUIT - PVC 2" DIAMETER 689 FT Z < 0 m< a NYg` o � o yid= CONDUIT - PVC 3" DIAMETER 30 FT 0 a CABLE - 3CS OPTICOM 179 FT s a OPTICOM 722 DETECTORS 2 EACH Nuj F- CONDUCTOR -#6 AWG 95 FT w = Q vz � w CONDUCTOR - 12/C #14 AWG 989 FT o w z o 00 z m CONDUCTOR -#10 AWG GROUND 1641 FT a o Q o i z m Q CY CONDUCTOR -COPPER COAXIAL 50 OHM 25 LF Q w < o 6 op Ixz PULL BOX-CONCRETE TYPE II 3 EACH w m 0 LL o w w PULL BOX-CONCRETE TYPE III 2 EACH J w O N PHOTO ELECTRIC CONTROL 1 EACH Z 0 LUMINAIRE ASSEMBLY-200 W SV 3 EACH STANDARD STEEL TYPE 3-A-500-4 1 EACH STANDARD STEEL TYPE 3-A-900-9 1 EACH STANDARD STEEL TYPE 3-A-900-8 1 EACH STANDARD STEEL TYPE 2-A-900-9 1 EACH PUSH BUTTON/PEDESTRIAN 4 EACH b* 1 SIG-PEDESTRIAN TYPE 2 8 EACH SIGNAL - TRAFFIC 3 COLOR 12-12-12 9 EACH SIGNAL- TRAFFIC 4 COLOR 12-12-12-12 2 EACH [Z. CONTROLLER - CABINET PEDESTAL TYPE P 1 EACH °N o a a �N0'2CONTROLLER/TRAFFIC-ACTUATOR TYPE 8-A 1 EACH >'020in ycmy c�o0 SERVICE ASSEMBLY - 60A 1 EACH �z E..fox V foD to flLL YAGIANTENNA 1 EACH 01 Sheet No VIDEO DETECTION CAMERA 3 EACH El of E6 Copy.;ghl 0 2007 NKM Engine inq Inc, An Righls Rew—I O i < o a o POLE SHAFT SIGNAL ARM FOUNDATION TYPICAL SIGNAL MOUNTINGS m TABLE IO O O O O O O 0 0 0 0 0 0 Lb A B C D ANCHOR BOLTS E P G H J K L Y N o o o TYPE (1) LOWER SHAFT 15',20'.25%30' 18.50, 17 1/2 1/2 1 3/4% Bt i 6" (OVERALL-90) 17"so. 19- 1-- 8 UNC - 5• A325 1 1/2- 1 1/2-&1212'0' 7'6" 2'6- �_ 2 5 TYPE (2) LOWER SHIAFI 35'.40'.45' 19•so, 19' I/2 1 3/4".84%6" (OVERALL-90-) 19'So. 20" 1 1/4• - 7 UNC - 6-A325 1 3/4" 1 3/4• 7'6" 2'6" �nip J TYPE (2) LOWER SI41FT 50' 19-so, 19' V2 1 3/4% 84•. 6" (OVERALL-90) 19"SO. 20" 1 1/4' - 7 UNC - 6"A325 1 3/4- 1 3/4- IIV SO" I %I 1Im (I� Y 0 7YPE (3) LOWER SHAFT 55'.60' 20.50. 20" 3/4 2". 84• 6•(OVERALL-90-) 19"SO- 20" 1 1/2" - 6 UNC - 6-A325 2- 2" •14'6" 3'0- 1J FOUNDATION DIMENSIONS FOR THIS PROJECI ONLY I NOTE - USE PIPE BRACKETS TO MOUNT • TRAFFIC AND PEDESTRIAN SIGNALS V • o 0 1 o TO THE POLE SHAFT UNLESS m Q MOUNTING POINTS STANDARD OTHERWISE S40WN ON THE PLANS. mod E o MAST ARM POPE BRACKETS FOR POLE MOUNTING ELEVATOR PLUUBIZER S� RC DETECTORETECTOR TABLE 2 •2 UN •} t 5 '6 7 e •9 10 MOUNTING TRAFFIC AND PEDESTRIAN 504ALS MAST ARM MOUNTING EtiDHICLE SIGNAL SIGN PANEL SIGNAL SIGNAL SIGNAL LLII•NAIRE SIGNALS PEO.SIGNAL CONTROLLER CAB- - o i i y DESIGN AREA 120 SO.rr, NIL 8.0 SOFT. 9.0 SO.FT. 9.0 SO.". 9.0 so FT. 3.3 SOFT. 9.0 SO.Ft. 3.0 SO.FT, 4.72 SOFT NOTES Im- SIGNAL ARM SLIP JOINT o DESIGN WEIGHT 135 LB. NIL 100 I.B. 105 LB. 105 LB. 105 LB. 75 LB. 210 LB. 80 LB. 200 LB. OESIGN STANDARDS IN ACCORUANCE WITH THE 1994 AASHTO STANDARD SPECIFICATIONS FOR a STRUCTURAL SUPPORTS FOR HIGHWAY SKINS. LUMINAIRES AND TRAFFIC SIGNALS (AND ANY NO SECTION WITH BASE SECTION WITH a. DRAG COEF.(Co) 1.2 NIL 1.2 1.2 1.2 1.2 0.5 1.2 1.2 1.2 AMENDMENTS THERETO). HOLE FORBOLT i0R0ORIEO HOLE o USE A DESIGN WIND VELOCITY OF 90 MPH. • O DESIGN AREA - AREA WITH MAXIMUM WIND LOAD(WIND IS PERPENDICULAR TO STANDARD,AS SHOWN). TABLE 3 DESIGN WEIGHT . DEAD LOAD. _ �-rHRu p 15' 20' & 25- 30'.35',40' k 45' 50'. 55, h 60, DESIGN ALL TYPE (1) LOWER SHAFTS FOR A 30'AND A MOUNTING HEIGHT Of 45 FIELD ASSEMBLED MOLT 8 DESIGN ALL TYPE (2) LOWER SHAFTS FOR A 50' AND A MOUNIND HEIGHT Of 45'. TO ACHENE A SNUG. YTC.PTS. 1.*2 6 "3 1,�. 3 a •4 1,•2. 3.•4 • •5 *1,*2. i."5• •6 TIGHT JOINT (MINSEr Y W DESIGN ALL TYPE (3) LOWER SHAFTS FOR A 60' AND A MOUNTING HEIGHT OF 45'. OVERLAP NO LESS SPAN < EL � 3/4"- 10 UNC - 3" A325(rYP.) THAN 2.5 F7). LENGTH W Q PRONDE ANCHOR BOLTS CONFORMING TO ASTM F1554 OR EOLAAL. GALVANIZE AND THREAD THE TOP END(12"MN-). 55' 12.60, A5.00' Q 5/8-- 11 UNCt - w Z -' W 10 - + FABRICATION WELD NG PROCEDURES.RES.SYMBOLS. BASE METAL SPECWICAICNS ANO GRADES PRIOR TO 60, 2.60' SD.00' • Q j REyOVA�E GALVANIZE POLE SHIFTS. ARMS.AND ACCESSORIES PER W [AP IS' PEDESTRIAN o 'W�.TLL Z Q 41(TYP,) ASIY Al2S. GALVANIZE HARDWARE PER ASTY A153. •7 PUSH BUTTON V O C, 2"SCHEDULE 40 A53 PIPE WHEN SPECIFIED a J 0 1/4 , (BREAK SHARP EDGES FOR Z WIRE PROTECTION) 3/4"THREADED SCHEDULE 40 \\ cl Z V Q A53 PIPE (BREAK S ARP EDGES2"SCHEOILE 40 A53 RPEFOR WIRE PROTECTION) (BREAK SHARP EDGES FOR N Q Q'WIRE PROTECTION) , 2( ) DULE 40 A53 PIPE 2 1• 2'0"MAN. � Q WSHARP EDGES FOR S[rNAL DUST AF•H FILLER LUMIMAIRE MASTT ARM 3 a 6 OJZWELD HOOK TO POLEOTECTION) �LL MATERW _ ANCHOR BOLTSNWT FOR SUPPORT LUMINAIRE ARMOF WIRE CLAMP • •, ,• " r • Z LL1 1/1" - 7 BEVEI ANCH /SON m W YIN 11 GAUGE W EL__ FACE a CURB 5' ro 7 ,/2' o01/4-RATE TOP, PER 1 1/2' SCHEDULE 4o A53 v •7 - d W3/4 RATE BOIroY AND SIDESAFT (BREAK SHARP EDGES FOR I 2, J WIRE PROTECTION) # 6 1/2" 6 1/2• UPPER y1AFi N 1"PLATE 2" 2 1/2" MN 11 GAUGE 1 2'0" 6- FOR 41,42•«3, 4,'5 & 46 FOR 47 3 LUMINAIRE ARM CONNECTION e z m 4" ^ 61/2 NOTE-SUPPLY REMOVABLE METAL COUPLING DETAIL WWOHDLE CAPS WITH EACH_COUPLING COPPER GROUNDING o AND COVER EKCEPI FOR •8, 9 R •10. NOTE- LUINN4APRE ARM AND SIGNAL 0 O _ (N01 APPLICABLE TO •8. R "10) ARM ARE IN THE SAMF STRAP BETWEEN CLASS b0- • -L VERTICAL PI/WE, ON THE ANCHOR BOLT, CONCRETE OL m 0 ` SAFE SIDE OF THE POI F. I AWG CONDUIT O.6 GROUND FOUNDATION O �-LOWER SHAFT WIRE 12.6• O 1/4"RATE TOP. •1 2'6" 12' AM RATE O I BOTTOM AND SIDES REMOVABLE CAP ,2 T2• 6- UPP[R SHIAFt ]5'.40'k t5' }- 3/4'PLATE O I� YHEIGHT r Ilr 6- 3'0- L �y �' _ B of /6 REBAR (TV.) O AM�� •3 •t 2 6 2 1 6 nY LONG(TV.) N SIGNAL ARM CONNECTION '5 6 CODA LY SPACED SIGNAL ARM LONER RAFT-� MIN.7 GAUGE I•N.7 GAUGE * a` 13"50 aNal Tyay; CAP a I � VAitlW ! u ARROW TO BE LEFT OR RIGHT. "8 IS ELEVATION AT 9DT70M OF TRAP OF - 15" LOVER SHAFT IA"IW OR BOTH AS REQUIRED. SIGNAL HEADS (FIELD MOUNTED) REBAR HOOPS SPACED 4"a 6 1/2 5" . 7 3/4•ALUMINUM 1 • 4 EOUALLY AT ABOUT w W IS•(IYP-) _ - AND IlD(I DO,S3 SIGN. BLACK LETTERS 1/2 NUT HOLDER -1 ANO HOVER SIGN. . BLACK K LETTOl1ND. •9 IS ELEVATION AT BOTTOM!)<PED. 1'0• CENTERS SIGNAL HEADS (FIELD MOUNTED) 19.0 fOR GROUNDING _ I IpER065 BACK Of CASTING SHAPED TO YIN 2 1/2 CLEARANCE �� FAT CURVATURE Of POLE. P.N161T7U� 10 S ELEVATION AT 90now OF L7SF GRADE 60 REINFORCING STEEL a i A36 RATE NOTE -A HANDHOLE DETAIL _T CONTRROLLER CABINET (BAND MOUNTED) AND A NUT •4ULDE TYPICAL FOUNDATION PROVIDE A REMOVABLE DETAIL ARE REOLRRED 1B- PEDESTRIAN PUSH BUTTON SIGN COVER PLATE WITH 1 3" THREADED SCHEDULE 40 A53 PIPE. I IO'D' I U EACH POLE SI/Afl PROJECTING FROM SHIAFT 2'. WITH m REMOVABLE CAP. BREAK SHLARP EDGES 7•D• 3/4• RAZE FOR WIRE PROTECTION. W C NOTE-COVER RATE DETAIL ( 1 O 4'0" 2 M IS REOUIREO. LOWER SHAFT CURB 2A & 3A STANDARDS 2+6• Z mLDnao 4S•(TYP,) Q © TERMINAL .L Q'Q U'1 0,tD 40 COMPARTMENT SHAFT TO SHAFT - w mo�`Po POLE zcoc�a SLOT "CHOP BOLT « 1/4" (TYP.) � SHIAFT MOUNTING PLATES DETAIL 0 SIGN �u=�o x AM RATE -1 RECORD Z � oL wf$mau BASE DETAIL DRAWINGS TYPICAL ORIENTATION FOR TYPE 2A TYPE 3A SR1ecT No PIPE BRACKET MOUNTED SIGNALS E2 of E6 Copyright 0 2007 HKM Enginewrnq Inc, All R;ghts Reser d, 01 WATERTIGHT CONNECTORS a o 1201240 VOLT Y m SERVICE o n n � ` o TYPES 1.6.11 & 16` TYPES 2.7,12 & 17 RECORD AWG NO.2 CIRCUIT BREAKER • s TOO AMP,2 POLE, m • SINGLE THROW 0 DRAWINGS CIRCUIT BREAKER Y z NON-FUSED BREAKAWAY FUSED BREAKAWAY 100 AMP,2 POLE. L, SINGLE THROW • n v IDENTITY DESCRIPTIVE m 0 -1 j SYMBOL & F9 Z J a e 14 NO. WIRE SIZES SERVICE RATED m` 200 AMP METER 1 ; 6-o PHOTO-ELECTRIC �� o 1 ° MAIN CONTROL ���� AWG NO. 14 v •, rn BARE AWG N0.6CIRC -g EAKER 4 a f�- 20 AMP,2IT RPOLE.. o • GROUND ROD TYPES 3.8,13 & 18 SINGLE THROW — 0 wANFaTtcxr CONNECTOR NorEs: LIGHTNING ARRESTORa LLI AUTO OFF-MANUAL < W , 6 ° PROVIDE A PLUG AND RECEPTACLE HOUSED IN WATER- CIRCUIT BREAKER SWITCH W 0 RESISTANT- SYNTHf TIC RUBBER CAPABI E OF BURK 60 AMP, 1 POLE FY Q J W IN THE GROUND OR INSTALLATION IN SUNLIGHT SINGLE THROW • L) Z Q (� Q FUSEDSED BREAKAWAY THE HouvNc, coNslsn"c OF 2 SECTIONS. PRovIDEs 20 AMP RELAY � � H � A WATERTIGHT SEAL AROUND THE CABLE AND A v W Z 0 O AWG N0.6 2 POLE,SINGLE THROW v 8 WATERTIGHT SEAL BETWEEN THE TWO SECTIONS AT THE POINT OF DISCONNECTION. SUPPLY EACH KIT WITH c p 2 J SUFFICIENT SILCONE COMPOUND TO LUBRICATE METAL N.E.M.A. TYPE 3R AWG N0. 10 aI Q z y PAWS AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY CABINET s Z U Z a m Q Q WHERE RNDICATEO. CRIMP A COPPER PIN AN i0 LUMINAIRES D A COPPER rnI Q E 10 RECEPTACLE TO THE CABLE. THE RECEPTACLE IS TO _ Ill O ESTABLISH CONTACT PRESSURE WITH THE PIN THROUGH TO GROUND LUG OF N N W THE USE OF A COPPER BERYLLIUM SPRING AND BE EACH SIGNAL POLE G O -� Z 11 + TYPES 4.9.14 & 19 (CUPPED WITH A DISPOSABLE MOUNTING FIN THE PIN • z FY1 W IS TO BE CONSTRUCTED OF AT LEAST HALT-HARD AWG N0.6 T120 vOL7S1- rro W + ATAtERML. THE CRwP..G PORTION IS TO BE FULLY TO SIGNAL - 12 —Q/L?� 0 (NEUTRAL I CONTROLLER o W CBI ANNEALED WH4f THE REST OF THE PIN 1$ MAINTAINED IGROUNDI N J ` m IN ITS ORIGINAL STATE LE HARDNESS. THE RECEPTACLE 13 �h�✓".��1Q 0 I$ TO BE FUMY ANNEALED. THE PIN AND RECEPTACLE Y ARE TO LOCK TOGETHER 50 THE COHNFCTION IS 4 NON-FUSED BREAKAWAY MAINTAINED WHEN A MINIMUM FORCE O 70 POUNDS = 14 L TENS" IS APPLIED TO THE ATTACHED CABLES. SIG / L U M SERVICE WIRING DIAGRAM v + PROVIDE FUSCO CONNECTOR KITS CONIAINING A PAIR 15 � OF SPRING LOADED WM CONDUCTIVITY CONTACTS FOR GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. „` IO THE CONTACTS MUST BE FULLY ANNEALED AND 16 �-IL- ADAPTED TO BE CRIMPED 70 THE CABLE 17 18 �_ � TYPES 5.10.15 & 20 -I CY"� I 0 19 m 0 20 t NON-FUSED NON-BREAKAWAY 3� u * N�W o, A C r_,a n n yq�t�f F--T ZO y ANCHOR BOLT PATTERN CLASS ro'CONCRETE (tENert BEFORE RAOKG ANCHOR BOLTS) ° FOUNDATION CONCRETE PEDESTAL DIMENSIONS COMPLETELY SEAL THE BASE ° +D t/2 SILICONE THE CABINET BY PLACING SRICONE SEALANT BETWEEN THE CONCRETE PEDESTAL ° % 1/2' A B C D E F W ° AND THE BOTTOM OF THE • `PLAST CONDUIT 8 B TYPE Y 2.101 3'2' V 7' 2'0' 2'0' 3'0' DRAIN v CABINET 4 0 1 BARE AWG NO. 6 TYPE P 4'O' 4'4' 2'4' 2'9' 2'0' p O' 1� O TYPE "P" CABINET TYPE "M" T T m �D ,t CABINET ° L4. • L (� oN ao TYPICAL CABINET DIMENSIONS ° 3 �" Z 0 2 h,0 B B M-�IL17 CDNCW E PAD ! 0 7 Ohps� c v v Fi:OLIO NOTE: NOTE: WIDTH HECHT DEPTH LL • w IL 1 LOCATE CONOU17S NEAR THE CENTER OF THE LOCATE CONDUITS NEAR THE CENTER Of THE TYPE Y 2'6' 4'2' I'S' l w r�f G PEDESTAL -- BETWEEN 6'ANO 10 FROM PEDESTAL - BETWEEN +'AND B' FROM TYPE P 3'6' 4'6' 7'7' ° - ><' . 6' 2 1NE FRONT OF THE CABINET. THE FRONT OF THE CABINET. COPPERWLLO _ N Y E m EXTEND CONDUIT 2" TO 4'ABOVE THE EXTEND CONDUIT 2' TO 4'ABOVE THE ° v ° GROUND ROD 0 t Z•C CONCRETE PEDESTAL. CONCRETE PEDESTAL. r Z y r M. L q II I w F�MO L"L D IF Sheol No CONTROLLER CABINET MOUNTING E3 OI E6 Copyright 0 2007 HKM Engme4YVIq Inc.. All Rights Reswwo o o a o RECORD T p m NO. 8 CRIMPED HIGH CARBON STEEL < < WIRE SPACED AS SHOWN. 6 ONE WAY, s 5 THE OTHER WAY, m DRAWINGS T � o • +++ — x z +++++ + ` " m z- YY Z , ga:sr m<$o 1 PIPE OR VIDEO CAMREA� MAr 1 6 NUFACTURER SUPPLIED \� VIDEO DETECTION CAMER APPROX. o '0' EXTENSION ARM 4 FEET U m C L AB-3006-L ATSTRO BRACKET - CLAMP KIT I • PIPE-7 - OR VIDEO CA RA MANUFACTURER SUPPLIED BRACKET ° 3/8' BRASS J BOLT WITH PROVIDE PULL BOXES CONSTRUCTED OF CLASS 'OD' CONCRETE OR EQUAL a I' DIAMETER BEND � • �- SIGNAL STANDARD MASTARM o �I r` W -1 "1 r' T Y w 1/2 "IDIW 2• - ' wNOTE - LATERAL POSITION OF VIDEO U ZU)IDLIGNAL &D ARM TRO BE DETERMINEDEBY �REINFORCED CAGE W Z W O PERSONNEL FROM THE MOT _oEIECTRICAL DIVISION. a1 JNO. 16 GALVANIZED I 0 O 3/4' MESH FURNISH ALL MOUNTING HARDWARE Q Z AS PART OF UNIT BID PRICE FOR �' Z U RASS HOLD DOWN BOLT EACH VIDEO DETECTOR. d CO WITH HEXAGONAL BRASS NUT _ Q N co U z • C3O J � o WED WU- VIDEO CAMERA MOUNTING DETAIL w PULL BOX - CONCRETE N w � MINIMUM DIMENSIONS 0 TYPE I TYPE 2 TYPE 3 L 19' l = 25' L - 33' � W 13• W 16- W = 20' D 12- D = 12" D 12' 1 0 L = 14" 1 D L 20' 1 0 L = 28' 1 D W 8' I D W = I I" 1 0 W = IS' C L 15- C L - 21• C L - 29' YAGI ANTENNA C W 9' C W 12" C W 16' NOTE: WHEN REPLACING AN EXISTING PULL BOX, ADJUST CONDUIT 36" x 1• O.D. TUBE. U-BOL T STUB HEIGHT ACCORDINGLY. EXTRUDED ALUMINUM WITH TUBE SEAL FOAM AND CAPPED ON BOTTOM T(' (50 OHMI COAXIAL CABLE ELECTRICAL BOND. NO.6 AWG STUB CONDUIT 4' TO 6' COPPER OR EQUAL _—ELECTRICAL BOND.BOND. N0.6 AWC MAST ARM ABOVE BOTTOM OF PULL BO% COPPER OR EQUAL z JF �3 12 3 CONCRETE SIDEWALK OR ASPHALT 12' CONCRETE PAD CABLE GRIP (PROVIDE • 2 ARM BAND AND J•MOOK IF REOUIRED) • -U BUCKLE STUB CONDUIT 4• TO 6' SKY BRACKET OR D ABOVE BOTTOM OF PULL BOX EQUIVALENT U-BOLT to 23"' Q O )3' ARM BAND AND OU CONDUIT IN PLACE O CONDUIT IN PLACE BUCKLE Fzw '0 w nopM AS REOUIRED AS REQUIRED uMrcp� SIGNAL POLE •7n LUMINAIRE EXTENSION Y• DIAMETER HOLE. BREAK py)o2No SHARP EDGES, MSTALL RUBBER a,' (� ROUTE GABLE TO (j.J O CONTROLLER CARNET GASKET AND SEAL MITH �`tl2oo 00 00 WATERPROOF SEALANT• •e.Iv LIEF FOR O O THIS C BLE US NG PROVIDE STRAIN EA STAINLESS c Y E° O I" CLEAN STONE Z C„ O 1' CLEAN STONE STEEL WIRE MESH GRIP. ups or A DRAINAGE NO HIGHER DRAINAGE NO HIGHER 22fQ.CO IL ll THAN 2' INSIDE THAN 2" INSIDE INTERCONNECT ANTENNA MOUNTING BOTTOM OF PULL BOX BOTTOM OF PULL BOX PULL BOX INSTALLED IN DIRT PULL BOX INSi ALLED IN A SIDEWALK OR ASPHALT TYPE 3-A SIGNAL POLE Sheet No PULL BOX CONCRETE TYPE 1. 2 & 3 E4 o1 E6 Copyright 0 2007 HKM Endineerinp Inc• Au Riphle Resr ve0 0 S < o a 0 T O m G RECORD ms = Y J � DRAWINGS • � N. N 1, m = i WiSt (, as<o EXISTING 1_UMINAIRE INSULATED CLEVIS l20/240 VOL] • o °_� I 17 SERVICE m 2 17 $ TWISTLOCK TYPE WEATHER HEAD o I I PHOTOELECTRIC _ ENTRANCE FITTING PB I • I I I I CONTROL TYPE 2 I I 30' CLASS 4 0 PULL BOX I I TREATED TIMBER 0 I I POLE 'a W W w PB 2 � Q JW TYPE 2 I Y STEEL CONDUIT • U Z Q in_ PULL BOX I 3 OF NO. 14 AWG STAND-OFF BRACKETS OUIRED O W 17 -- 1 ? I METER BASE. CONDUIT. - W Z O I (REFER TO THE NORTHWESTERN 0 c ' 17 2 U' MAX. ENERGY NEW SERVICE GUIDE) al Q 0 U Z fx Z WATERTIGHT I N a) Q Fr Q CONNECTORS ITYPI 1 I Q Q J Z POLE BASE I 1 2" RIGID STEEL CONDUIT • z to W LL (TYP 1 I I 3' MAX. 3 OF NO.2 AWG n W LL WATERTIGHT CONNECTORS 2" RIGID o W 0 FOR PB 4 WILL BE APPROVED I n J I BY ENGINEER PRIOR TO I n INSTALLATION 10 AWG CONDUCTOR (TYP PB 4 I 1 � 0 SERVICE RATED i TYPE 3 I I 200 AMP DUAL -- PULL BOX (21 I PB 3 1 N.E.M.A. TYPE u METER MAIN TYPE 2 CABINET T u PULL BOX _ 2" CONDUIT BODY ELECTRICAL 2 SERVICE ___—_ —_______ 2* RIGID STEEL CCINDDIT [��______ _________ __ —_ _—— 5' MIN. WIRING AS REOUIRED 6 MAX. i , I / GROUND LUG IN �/ I CONDUIT s WIRING - 3/4' SCHEO. 80 POLE BASE (TYP) / \ AS REOUIRED I BAREPLASTIC CONDUIT / 1 \ SPACING AS / 1 i 17 NECESSARY TO SUPPORT METER 4 ` — MAIN AND CABINET \ ] Min. 1 0 0f EXISTING LUMINAIRE 5/8' z 8 # COPPERWELD S 17 GROUND ROD 17 Im SIDE FRONT oN �g ='m. T Vi SERVICE ASSEMBLY DETAIL �U)m W a`F�� WOOD POLE w ,6m WATERTIGHT CONNECTORS LINE DIAGRAM zC! Y W Eo EZHo.. Z up Otm W faomau Sheet No E5 of E6 Copyriphl 0 2007 HKM Enpineerin0 Inc. All R:phls Reserved 01 EXISTING R/W CONDUIT & WIRE SCHEDULE NO a OQ TE, ALL CONDUIT 6 TO BE SCKDULE !0 PVC &ALL Y k MATCONDUC70R CABLE RUNS ARE TO BE CONTINUOUS FROM CONTROLLER TO POI E o m EXISTING R/W 01 1 1, - 2 INCH PVC CONDUIT 111 - 12/C al4 AVG SIGNAL CABLE • SOFT DIG SIGNAL POLE- t2) .10 AWG (ILLUMINATION) _ Dto fll - a10 AWG GROUND J FOUNDATION TO AVOID f I) - VIDEO COAXIAL CABLE $ d z GAS LINE / 111 - OPTICOM CABLE Y Z J// U 2 INCH PVC CONDUIT • - rt �, 12/C i14 AVG SIGNAL CABLE 8D f21 - i10 AVG (ILLUMINATION) (1) - a10 AVG GROUND c • ma$Q (1) - VIDEO COAXIAL CABLE o O O yid 111 - 2 INCH PVC CONDUIT p ((�_` 12/C alq AVG SIGNAL CABLE m �f3w i' '� �Q" D (2) - a10 AVG (ILLUMINATION) [v� 1 - a10 AWG GROUND p. E GRIFFIN DRIVE �/ ® ��> 0 (f11) - VIDEO COAXIAL CABLE o i ill - 2 INCH PVC CONDUIT 12/C ila AVG SIGNAL CABLE ~ YAGI ANTENNA ` ,' , '( � °D 11) - ilo AWG GROUND 8 = p Y (D O (1) - OPTICOM CABLE < W Q / ® s W J Q PBI TYPE 2 PULL BOX I, I 11) - 2 INCH PVC CONDUIT IY Z H w STA- 84 t 8b.j4 _ ' IG PB2 TYPE 2 PULL BOX (1) - 12/C a14 AWG SIGNAL CABLE • U Q � Cn �� / , D 121 - a10 AWG (ILLUMINATION( o, H Z p OFF31 f: 8.5.9/ L T- (1) - Is 0 AWG clTour10 p p f0: N: 532493.4082 I, � �I� / ��'����x�'� (11 - VIDEO COAXIAL CABLE a 0 0 U 0 E-• 577405.2022 I © /� ��� 121 - z INCH PVC CONDUIT m Z Z Q (2) - 12/C 414 AVG SIGNAL CABLE Q NEW OVERHEAD / /`� 07 / ' D 121 - i10 AVG TILL UMINAT IDNI w Q Q 111 - a10 AG GROUND TRPCAL SERVICE ,�11 ® �% It /G 121 - VIDEO COAXIAL CABLE LS Q p J z i (1) - 2 INCH PVC CONDUIT ti E GRIFFIN DRIVE w co Q �LL (1) - 12/C 014 AVG SIGNAL CABLE � 1 - NI (ILLUMINATION) o W Z 0EXISTING R/W i �' I! (2 O AVG D (1) - i1 0 A w G GROUND H (1) - VIDEO COAXIAL CABLE PB4 2 TYPE 3 PULL I �n�_I (1) - OPTICOM CABLE Z BOXES STACKED 111 - 2 MICH PVC CONDUIT O D (31 - US AVG (SIGNAL CONTROLLER( CL 1121 - 1010 AW G (ILLUMINATION) • ' P TYPE 2 PULL BOX ll l - a10 AVG caouNo 6 ' (2) - ] INCH PVC CONDUIT (4) - 12/C 814 AVG SIGNAL CABLE r_ / D W. AVG (SIGNAL CONTROLLER( 131 - VIDEO COAXIAL CABLE N _ (2) - OPTICOM CABLE RECORDDUIT O D 111 - YAGI ANTENNAOCOAXIAL CABLE a° DRAWINGS �-EXISTING R/W fll - 2 INCH PVC CONDUIT # ate` D (2) - a10 AVG (ILLUMINATIONI (II - UIO AVG GROUND < < a o �0 20 0 20 40 (1) - 2 INCH PVC CONDUIT %Colt, Teal D (z) _ a10 AVG 0 AVG LROUNDNATIONI _ ♦< SIGNAL INDICATION SIGNAL PHASE DIAGRAM NOTE NOTE: AA Condit if to IN: Scneouw eo PVC. NI multi-conou<la COON Nnf as l0 R 17 LEO „-((0 R W i1D SEE SHEET 5 FOR EXISTING UTILITIES be continuous from Conkrolwr to Pole. y r .c..f(uu• y W N(."Sict.+ v y lz- m c 12- LED WL(D f-,°LID 2"Lt° z 3 a ' �,__----... POLE SCHEDULE gg POLE OFFSET TYPE POLE FOUNDATION FOUNDATION PEDESTRIAN PUSH BUTTON SIGNAL LUMINAIRE LUMINAIRE LUMINAIRE lz •�'"°o/ I 1 + NOT USED NO TYPE STATION (ciPOLE) BASE DIA. X DEPTH* TOP ELEVATION LEFT ARROW RIGHT ARROW MAST ARM MAST ARM HEIGHT TYPE I�n m 3-A-500-4 85+83.03 60.53 ft L ANCHOR 2'6" X 9'6" 4720.44 -- 1-- -- -- 30.00 It 15.00 ft 40.00 it 200 WATT t3-A-900-9 86+10.19 47.63 Il R ANCHOR NO" X 14'6" 4719.16 1 55.00 It 15.00 ft 40.00 It 200 WATT c'D c-a, 7 8 -- -- �y W..3-A-900-8 85+07.48 45.80 ft R ANCHOR 3'0" % 15' 4719.88 1 50.00 it 15.00 (t 40.00 1t 200 WATT zE c-- -- Or O0- [RN2-A-900-9 8a+87.86 66.26 ft L ANCHOR 3'0' x 15' 472L16 -- -- 1 55.00 fl -- -- -- u 0 NOT USFD NOT USED __ __ __ __ __ __ 8 REOVRED LED Q 2-A-500-1 N 85+40.94 131.73 ft L -- -- -- -- -- -- 15,00 ft 40.00 ft 250 WATT of I ( ^• --•r.f © 2-A-500-1 p 84+37.93 49.13 It L -- -- -- -- -- -- -- -- -- -- -- -- 15.00 ft 40.00 It 250 WATT Shoe( No *FOUNDATION DEPTHS ARE GREATER THAN TYPICAL FOUNDATION DEPTHS (E2) BASED ON SITE CONDITIONS �� //EXISTING LLIMINAIRE * Permissive Left Turn Copyright 0 2007 HKM Engineering Inc., AN Rights Resery of EBed.