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HomeMy WebLinkAboutHighland Boulevard & East Main St Intersection Improvements EASTAD &HIGHLAND BOVLEV R MAIN STREET INTERSECTION IMPROVEMENTS BOZEMAN , MONTANA PROJECT INDEX TO SHEETS SURVEY CONTROL SHEET DESCRIP77ON BENCHMARK (BM-1) m— MARKED COVER SHEET YELLOW PLASTIC CAP TRAFFIC SIGNING AND STRIPING PLAN N 524591.94 GRADING PLAN 82.44 PREPARED FOR : E V. = 4803.ELEV. = 4803.84 TRAFFIC SIGNAL PLAN BOZEMAN DEACONESS HEALTH SERVICES CONTROL POINT (CP-1) EXISITNG STREET AND UTILITY LOCATIONS C/0 PC ENGINEERING, LLC W/ GUARD STAKES & FLAGGED LATH 6 ELECTRICAL SERVICE DETAILS N 524700.20 E 1580408.05 7 SIGNAL STANDARD DETAILS 3991 VALLEY COMMONS DRIVE, SUITE 200 ELEV. = 4804.54 8 LIGHT STANDARD DETAIL BOZEMAN, MT 59718 CONTROL POINT (CP-2) E9 PULLBOX & SIGN MOUNTING DETAIL MARKED W/ GUARD STAKES & FLAGGED LATH N 524654.56 E 1580514.80 ELEV. = 4803.05 < e �PREPARED BY : EACH < J 3 SITE I ENGINEERING, INC. < FRIDA 90 A (onsulting Engineers and Land Surveyors m DAVI 2 BILLINGS ■ BOZEMAN z < E LAM E ST z t 0 r� e7 m E MEND E HA N E. M MIN ST. t0 0 E BABCXX ST F E BABCOCK ST F f. Ala rn rn HST. U N :E.T4VE T "' . OLIVE ST g 3 m 1p UTILITY COMPANIES U m U Zy GOVERNING AGENCIES E. cu nss ST � � �FF ,�ONTAH,, CITY OF BOZEMAN _ qa °'FEHco FILCTRIC & NATURAL GAS CABLE TV < 14' NORTHWESTERN ENERGY BRESNAN COMMUNICATIONS WATER/SANITARY DIVISION STREETS DIVISION HTq�Rp, � 129 QUINN CREEK ROAD 511 W. MENDENHALL = BOZEMAN, MONTANA 59715 BOZEMAN, MONTANA 59715 MEL CODER (406) 582-4637 SCOTT RIIS (406) 539-1946 SIGN & SIGNAL DEPARTMENT v ti CITY SHOPS COMPLEX N 814 N. BOZEMAN AVE SUNSE HILLS < jy BOZEMAN, MONTANA 59715 CEM TERY TELEPHONE MONTANA ONE CALL SYSTEM (406) 582-3200 QWEST COMMUNICATIONS 1-800-424-5555 251 EDELWEISS DRIVE ELLIS STREET BOZEMAN, MONTANA 59718 JOSH HOMES (406) 585-2355 ENGINEERING DIVISION —. CAD, ATV DATE: ALFRED STIFF BUILDING REM 2/5/07 REVISIONS: 3/2/07 20 EAST OLIVE STREET AS8. 1/8/08 BOZEMAN, MONTANA 59715 (406) 582-2280 APPROVED BY: DMR MONTANA DEPT. OF TRANSPORTATION QUALITY ASSURANCE 907 N.BOZEMAN, MONTANA A 59715 VICINITY MAP ROB BUKVICH (406) 556-4700 Ste; 1"=30' NOT TO SCALE ALE:HIGHLAND_BASE "CONFORMS TO CONSTRUCTION RECORDS" PROJECT NO.:8oz_o6o52 NOVEMBER 2007 SHEET'Of 9 SIGNING DEFINITIONS \ \ I. NEW-SONS DESIGNATED MEYf SHALL BE FURNISHED o NEW AND ERECTED AT THE LOCATIONS SPECIFIED. 2. REUSE-SIGNS DESIGNATED'REUSE'SHALL BE REMOVED S \ FROM THE EXISTING POST OR POSTS AND REMOUNTED S ON A NEW POST OR POSTS AT THE LOCATIONS SPECIFIED. 3. REPLACE-SIGNS DESIGNATED'REPLACE'SHALL BE REMOVED AND REPLACED WITH THE SPECIFIED NEW STANDARD SIGNS J cn INCLUDING NEW POST OR POSTS,AT THE EXISTING OR SPECIFIED NEW LOCATIONS. 4. REPLACE SIGN REMOVED FACE-SONS O 'REPLACE SIGN FACE' \ o SHALL BE REMOVED FROM THE SUPPORTS AND REPUTED WITH / THE SPECIFIED NEW STANDARD SIGNS USING THE EXISTING SUPPORTS. 5. USE AS IS-SIGNS DESIGNATED'USE AS IV SHALL BE LEFT IN PLACE. '~�' IN, B. RESET-9GN MI5 DESGNATED'RESEY SHALL BE REMOVED AND RESET AT THE LOCATIONS SPECIFIED USING THE EXISTING SIGN FACE D SUPPORT, 7. REMOVE- DESIGNATED'REMOVE'SHALL BE REMOVED,TO INCLUDE SIGN THE SON OR SIGN ASSEMBLY AND SIGN SUPPORTS. m ND / Z STRIPING NOTES / �099 t, \ sa 1.ALL NEW PAVEMENT MARKINGS SHALL BE INLAID THERMOPLASTIC 26° 3` J,U`7 rr / c = 2.OBLITERATE EXISTING PAVEMENT MARKINGS AS SHOWN OR CHIP SEAL EXISTING ASPHALT. / , � \ 'Pj`�'4 J.ALL NEW SIGNS 91M1 BE INSTALLED IN ACCORDANCE N1TH THE MANUAL NE ON UNIFORM TRAFFIC INS ALN1R0.DECORS NCE W),2003 EDITION. 4.ALL REMOVED SIGNS THAT ARE NOT REUSED SHALL BE SALVAGED TO THE CITY OF BOZEMAN. 41101 V v 8' - UNLESS NOTED OTHERWISE WHEN REQUIRED14X2 0' 8'8' 8' MINIMUM = 60' 8' 8' 8' 20' 20' '�J p �o Um Lite f \ 4F{A \ \ G :ONTgHq IF REWIRED CENTER IN LANE F\ STOP BAR q�JS, �*p' B• DANIELLE M CROSSWALK as'rf'�^.tip\ Jz��oa \ `.� ♦ 'SS,� L' sf+sF, p�J Ra�s9PE 'S / "- r'PJc^k• C/`r TYPICAL INTERSECTION MARKING LAYOUT \ sJ?�Htbf�i _ _ e �Jp ;�p \'� 5 �� J��+ NOT TO SCALE S o09, / a, ♦ ♦ \ / & sti J�- ��ws s�°1 � Pyp rm*Jssss sz, S W +�9J� a \ O LI 4Q' i >' '0 oN N G \ sti?�. Z V W fro?P� + / // Ja J� ad° r H U z 'I•Sr9JJ`OA''J Q Z S J \ O b J W F-- Tn CO � N �, a z Q O J Q NO \ U) z A \ —(/1 Q Z Z Q z Q O OU W z ,•�t rN .�,�4• o � a fV C7 yIl hti ' / P / k'bo / 7J•i. V)Z 0 SC CEO I ♦♦ OJl m1.1 W Q p Z N i Ftisl�/ •6. �� s m �E 9 / / ` Ji•ri Je f r J e 9S < ON 0 ♦ d ?�'Q'" J1 6' ♦A. sf VCAD. ATY i Js100_0 DATE: 2/5/07 �� gENSBIONS: 3/2/07 1/8/08 NOTE' ,\ -EXISTING UNDERGROUND INSTALLATIONS h PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO APPRQVED BY; DMR ♦ // / I S THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, A+W NN�� 1c ♦♦ �S / I SEWER. TELEPHONE @ TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REWIRES CONTRACTOR TO W�ASSURMCE. ` ♦ U` / / J / I \ \ CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. \w -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, 1 �♦ i i ♦ ♦♦`�/ i/ / / \ 2DO3, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004. UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSBLE CHARGE OF A \ ; 1•><JO' LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. SCALE 1�� = .30� REE;HIGHLAND-BASE "CONFORMS TO CONSTRUCTION RECORDS" PROJECT NO. BD2 oez3 NOVEMBER 2007 SHEET 2 Or 9 \ `RwE2901K a:N°«F NEW OONCRE,E cM \ \ \ \ IN SEE NEW S�µ PIX . IMP a to SURVEY CONTROL \• V BENCHMARK (BM-1) YELLOW PLASTIC CAP N 524591.94 I \•\ sr Ex5.,_AL PaE E 1580382.44 WELOCAm EEIXL124N., 'EE'a"`Purl \ o ELEV. = 4803.84 I \•. \ w >et« 1 El-fig;j \ \ \ 1^N Aiwa-M-F4Ev. CONTROL POINT (CP-1) I RENOE MARKED W/ GUARD STAKES & FLAGGED LATH \„ Wi EwSnND t. IN N 524700.20 n E.,r S ooNN m E 1580408.05 .DAIST E-N9 N.NNo E ro L 0" �� '�\� 0 ELEV. = 4804.54 A I No NDRE NAN 1r a ffit RE W '- SEE DETAIL "A" NEW CR E(NO E52- 3 k Nu0 CONTROL POINT (CP-2) R°"nn"`"1N0Sp"YeEw �`�"'�°� 23N _ ■ lAQ.EIER ADJI111MENT. MARKED W/ GUARD STAKES & FLAGGED LATH w�sr eTE oiia"P ® n =P N 524654.56 €�'xW9= ; ''a - b E 1580514.80 - „yg:,o • ' - _ ELEV. = 4803.05 ° U Iry /' ' .Wryi AND 4E110NF EwS1M0 \ \ / \\ V V Va EX5TNNeAaElea'UP O a \ F / Y RELOCATE EX. INLET Q� GRADING POINT TABLE \_ • j v - > POINT NUMBER NORTHING EASTING ELEVATION DESC \�• & EXTEND E X. 12" PIPE i 4m 52016+71 1580364.30 480/.44 TE PC EX. TC=4804.25 // 01 4W2 S."5 6°: 9:s /w;o T SDI C �NTa C� MqT 04 4Doo EX. RIM=4803.75 e / .a3 5zs6bOl 1�3923s /01:1 .CSD 4 C 45l 4804.44 NEW TC=4804.16 0 / 4oas 524570.37 .e1 IeoJ.47 Tc Pc I t \\�" 40a seo39o524547,22 1580m,16 1.76 TC Pc \a DANIELLE M 1 4007 5245D5.95 t5e0359.x Ie04.31 TC PC \ 14798PE NEW RIM=4803.6 6 / IODB 521121 67 15p0322 30 {e0316 EIP PpC >� REAGPE ]N.B.P ° ,> M09 524366.15 156o30B.96 M03.b TC SDI ry MATCH EX. INVERT ELEV. i, W '• .p / 4011 5242M.61 15bb5.e5 4604.e0 TC TAPER 48� 4001 / / 'w ffiT 4 4W2 1 524059.62 1550312.26 4e07.10 Tc PC 4,js 4804.16 4013 524063.56 t560266.86 M07,60 m PC - J Og /g� 40115 524rm 97-4 F24063.62 11560J79� 4e04.14 EC X 4507.84 Tc REMOVE EXISTING - - - - �- W(Y / 4016 521592.15 15"3.76 4g03.91 EC CURB & GUTTER I 4019 52/564 5T 1550355,22 M 3.77 EC B M-\ M20 5245e0.65 15603e6.o5 4503.71 EC A M M23 524526.79 5BOx9.79 4504,47 EA RE, TE EA.IMP M24 524522969 156035e.92 Ma.27 EA E� VEX rfi-. q 4D16 EX aY.4�66303 !`-- M25 524176.28 1580325.39 4e04.41 EA PC 4803.91 EX«V._�4p6pWp 3.p, 4026 524471.93 560Jx.J9 Mast EA PC -� I MEW NYi•.9 � 2eun2- 0ftSEER b2e ]aW126 55 i E031W.41 �19e E�Pa 4802 EX. 12' STORM / 48 0 4803.7D - 4o3o 5213b.99 ,5wml.56 4eo3.55 EA PC D 15 DRAIN @ 1 0.1% N._&M" .26R 507E M]1 5212M-53 1560300 e5 --- EA TAPER 4804.1 4 I "J - �i Mosi 52 o2s.a 1558OM7.e 4eo,.s5 EA TAPER M 4'S �4t: 8c - EXISTING MAIN. 2k I I 0 b r 4035 524065.42 156029.76 4607.70 EA F 4019 __ 2 4036 52M65.42 15e0296.76 Mo7.7o TC NC F 4803.77 LU M I N A I R E ADJ 1,Ew1,N,D NAWAGE TO. y "�'60d°° w" s2b77.46 :,� M,:56 E� w /1 // - "EgS091E ( 1E51�2'k p 2151 ,^ TAART7 Iq 4039 5247465 1560306,9 M0755 TC NC w RELOCATED - r \ r �Y J AOMsra1D WN05-RE N - - I wJ9 s21H6 20 1560J126o 4601.ze EA LUMINAIRE POLE 4U2O°71 23'R 1 V MA"AEFAD MI9E"r -- .0M 524 2+21 156D323B Ma.D6 EA MEC "'$ 4a1 521142s1 1560JI7.12 4604.00 TC EC \' 4a2 52-19.23 1560303.90 4ea.12 EA V) /' �'•/3Q.� 4043 52441B 26. 15e0314.01 4603.92 EA EC O z20x W 1a4 5244-01 1580318.01 M03.80 TC EC '^ 4064 4003 CF 6 1 I 4a5 524369.64 t5eo294.oe 003.60 EA Z V/ 4803.83 �« 7 1 40M 524M5.47 5 3.63 M0140 EA EC I-W RELOCATE EX. INLET - 4803.41 � 4017 524346.00 158029200 M0364 EA INSTALL NEW 12" PIPE I 464e 524x4.99 156Db,.9e 003 EA EC Q EX. TC 4803.7D (19D i 20° '.,C_.6D..I. 4W 52434T74 15b3E16.62 M03.35 TC EC LE,I uj 4049 52434174 151KING.59 M03.43 TC EC `c EX. RIM=4803.20 151 2 52431.96 1560b,.M 4m3m EA EC N5 5242IL26 15B0J06.N MD5-56 Tc EC /^ = Q /053 524217.26 I58029,.63 MOS.50 EA V/ EX. I N V.=4800.80 - 4004 4054 524217.37 ISW301 g4 m5.3D EA EC ( : 4055 524220.56 1580"70 405.,5 TC EC Q O J Z NEW TC=4803.41 4803 4 ; I 10% 524200.79 15e0292.53 4e05.60 EA w Q Z g I C57 5242DI.39 1560302.51 4905.60 EA EC `//�N uj < Z J NEW RIM=4802.91 �' 4005 Am 524t96.60 56Db7 54 M05 55 Te Ec Ey PVT I N V��3.2 7 % 4803.4 S�«.°"iDx""� ` I 8 I _ � AAgg IOSB 524069 1560307.z7 M07.50 EA f0 ) yy S 4060 524rqff 15110297.29 4907.7o EA V) 40 3 /2 � 40g1 s24M,�9 ,56pJH.66 Ma,], ,E (n J � 1 40e2 524493,B6 15e0J51.eJ Ieo4.]e Tc Z <v p^� 48 3.63 E. I 27R)22. w z p p I O' R p l M63 524s73.44 tSB03e].41 480363 EA /y Z Z Q /. GO O ,g I 406a SN577.b ISe0374.19 Ie03.63 EA l.L (] Q eA / � j 1p x.rC_yq_17 1065 52MM.e0 15e0521.97 Ie0].2S EC ¢0 W (Y Q� \_ I I I 4066 52M69.9S 1580514.6t Ie03.11 EC ` Q N 0 _ WO p J w m VARIES SEE PLAN V)Z / NEW LONpiE,E DRIWNAY(M.) 1+j O Of� / 2 4023 1 I I NEW 5'ASPHALT EX.ASPHALT m I-N 1 PAVEMENT Z m 4804.47 / / I I 1 NEW CURB& PAVEMENT p I I GUTTER (CHIP SEAL ALL p(ypDl•/ G D ; ' I NEW PAVEMENT) Q Z Q5/ 2�1 R // i �IE rC_MOe.oD _0 A KNOW EX ` 5nN0 = _.- /-�•�^Q) i 6'OF 1-1/2'MINUS 11'OF B'MINUS SCALE 1" = 30' BASE COURSE SUB-BASE COURSE ISEX. TC=4 �I I TYPICAL ROAD WIDENING SECTION NOT TO SCALE ATV DATE: S/07 Ct✓ p^O �� A 1 5 oµwEcMuEr AND R2°Dwma°uo"c N N o /�o�o / V �c AWCUT AND RE IV - I I $ O,EMISM`W ER CONFORMS TO CONSTRUCTION RECORDS IB. 1/8�8s/o� ,b NOTE: NOVEMBER 2007 PAVEMENT AT 2. OF EXISTING GUT RN.-I i �' a1_ E-607]6 APPROVED BY: DM R -EXISTING UNDERGROUND INSTALLATIONS @ PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO IV IMmCE. 4'b NEW AccES-UTY RANP WIN THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, NRg 0 Ex. C_46D767 - �r 111UNCATED 00YE PANELS(TYP.) SEWER, TELEPHONE&TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REWIRES CONTRACTOR TO 2n T 4607 eD CALL ALL UTIUTY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. b o N7Ne+x BOO * ALL IMPROVEMENTS SHALL BE PERFORMER IN ACCORDANCE WITH DMONTANAARCH PUBLIC WORKS STANDARD SPECIFICATIONS STM EDIT ON,MARCH, I 2003,AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004. AS SHOWN CLJ 2TISS ST. SCALE DETAIL A -UNLESS OTHERWISE SPECIFIER.ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A HIGHLAND-BASE � LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION Fly: LAYOUT AND STAKING TECHNIQUES AS ARE REWIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. SCALE 1" = 10' � I I _ � PROJECT NO.:BDz oBD52 SHEET 3 OF 9 LED'S TOM - d5- CONDUIT SCHEDULE SYMBOL LEGEND EQUIVALENT EQUIVALENT TO M1:230 TO Mc2AIN 12'SYMBOL MSP 1 ■PB PULL 80% 230-6]OR MSP 12 -6]OR SINGLE UNIT NUMBER OF AWG CONDUCTORS 6 WIRES 30 CLAM$HELL MOUNT DETECTORS CONTROLLER CABINET Run No.of (Psa Re) (Optima) Luep L ) (LIOt4) trd)« L tS aw,a (Vim NEW SIGNAL POLE,BASE 8 MAST ARMS D�Nq. CandulH 4x• Motrtd III 12C 014 7c#14 5e fits X/14 X�14 2e/12 2-/10 Pow ,�b DETECTOR 2 R r R ,r R - r 2 2 w O • EXISTING SIGNAL POLE,BASE 8 MAST ARMS LLD e p cro,wla p cn•^^.1a 0 A 2 2" Rigid Exist. ••t ••1 � o ws1 we_r n.^ u �� NEW VEHICLE SIGNAL INDICATION 12' Sy 12 12' Y . , p cro"".1a 5 EXISTING VEHICLE SIGNAL INDICATION INCAN. p "1USE AS ISPEDESTRIAN SIGNAL INDICATOR 12 LE G 12' G 22 23 0 cro^M1: p cro"rol: 0 LED O cro""M' B 2 2" Rigid Exist. ^1 ••, �N NEW LUMINAIRE ON SIGNAL STD. O ss�1s O cro^ro14 p cn.M.la 5 .:.1 .., ..., USE AS IS NEW 12' - _ - _ __ O cro^n.0 p cro^^a. J T SIGNAL POLE NUMBER REUSE C 1 2' Rigid Exist 1 O VEHICLE IND.REFERENCE NO. O O O O 14 21 24 O cha .l, D i 2" Rlgltl Exist. •1 •1 •, Z OO O O I ro^^�Dual Ao* O tro^^.I: L7' ro^e.1: g E 2 2' Rigid Ezlsi. ••1PEDESTRIAN IND.REFERENCE NO. 7 12 13 Flee,Optic USE AS IS NEW CONDUITa WIRE REUSE 10p cro^^.I4 '� ro"^.l. 7 •••' ••' O O O O F 1 2" Rlgltl Exist. :•1 ;•1 ••1 m O EXISTING CONDUIT 8 WIRE 2 B 9 VIDfO DETECTg1 ••7 � �1> EMERGENCY PREEMPTION DETECTOR PEDESTRIAN O tronrola V Fw Ca 1 2" Rlgltl Abandon "1 '•1 •., C . INDICATIONS O cro"""a 4 H 2 2' Rlgltl Exist. •, •1 •1 ., ... O trom.1. y J 1 2" Rigid Abandon "I ••, .., (� 4s SIGNAL INDICATIONS K , 2" Rigid Exist. •, ., •, •c ' L 1 11i2" PVC Abandon ••, 3 SIGNAL& PEDESTRIAN INDICATIONS DETECTOR WIRING SCHEMATIC M 1 2" Rigid - \ N 1 2^ Rlgltl Trench •••1 •"1 •••, W m lJ \ O 1 2" Rigid Trench ...1 ...7 ..•, P + 11'2" PVC Trench •••1 I \ O 1 2- Rigid Push ..., ...1 ..., ...1 EXISTING CABLE OR CONDUCTOR-USE AS IS C A A *"REMOVE EXISTING CABLE OR CONDUCTOR tv Y REMOVE 8 SALVAGE EX. NEW CABLE OR CONDUCTOR f 15Z4200 TYpE NG EX SIGNAL INDICATIONS. \ 3B0{OB?0 0 PULL BOX PED INDICATION,AND PED. PUSHOS REMOVE EXIST.SIGNAL FOUNDATION NOT TO SCALE 3 \ - NEW VIDEO DETECTOR(MOUNTED ON SIGNAL \ MAST ARM) :wia 10 o•oxo(rm.>l O \\ REMOVE EXISTING SIGNAL wr e�(rn7 I CABLE h ABANDON CONDUIT 00 N Tq N9 VD-1 NEW SIGNAL STANDARD, 4 4 Se J INSTALL E%.SIGNAL INDICATIONS, DANIELLE M EXISTING PED.INDICATIONS,INSTALL ONE EX. \ Q VEHICLE SIGNAL EXISTING AND ONE NEW PED.PUSH BUTTONS o REAGOR INDICATION O3® TYPE 2 �x -�"Fe"�` °'°"'°""' NOT TO SCALE C 14�9siIF Tom. \\\ PULL BOX 4O J -jI C sai \ \ / laov lY O -4157. I� �` F 2INCON 'l.".•a w. yno w.nK.i _ •(r.r.) J NUMBER \ snyG/LMIh'.ala- \ O pfOESnPil,4 REMOVE k SALVAGE EX. CONCRETE TYPE I PULL \ N T BOX,EXTEND EX.CONDUIT ti0 Q�/ 4 ' o•o�o I 1 /,� TO NEW PULL BOX ( .J trn1 /f EXISTING 1'PVC JW.44 5+00 MAIN\N 524630.16 94 CONDU 6 IT r/ \ 10+00 HIGHLAND / 'm Il 1 Yp CONDUCTORS TORS REM 2-N E 1580452.23 ! llJ \ C / x ^ wmE �.rn nu 1a owuxv(rn.7 1 REMOVE EXISTING SIGNAL � � - •oas(rnl LIJ T USE AS IS EXIST. ,'PVC CABLE h ABANDON CONDU///yyy O We•? NOTES: O .t CONDUIT-REMOVE EXIST. INTERCEPT E%ISTNG / S-, 2-NO.6 CONDUCTORS @INSTALL LUMINAIRE POWER -\ / 2-NEW NO.6 CONDUCTORS CONDUIT @ INSTALL 4 'WQ• INDICATES NEW WATERTIGHT CONNECTOR, (� NEW RISER AND NEW \ ,` f/ O- /�� !� -i `�a6- SEE DETAIL DRAWING O TYPE 1 PULL BOXAIS Cam'DE'IF-, 1, REMOVE h RESET EX.LUMINAIRE, _O O•(p� VEHICLE CTOjNs PROVIDE NEW WATERTIGHT CONNECTORS IN PULL ?� SIGNAL INDICATIONS,PED.INDICATION --_ Q` INDICATION ( BOOXES WHEN SPLICING OF CONDUCTORS IS REQUIRED �( �\A k PED.PUSH BUTTON FROM EX. TYPE 1 NUMBER •J N u - - W V) STA 4+72.35 TO STA 4+51.90 f.; :n. I PULL BOX (TIP.) \ `\ SUPPLY FUSED CONNECTORS THAT ARE MIDGET FERRULE F� -M N Z�W INSTALL ONE NEW PED PUSH BUTTON 0� ps` pp EXISTING TYPE RATED AT 6 AMPS FOR 250 WATT LUMINAIRES. O Z U REMOVE EX.LUMIN.FOUNDATION NEW TYPE I " .' ( e Q PULL BOX 1 ��R TYPE 2 (SEE DETAIL SHT.) ? -.. �B� O e PULL BOX EX.PEDESTRIAN INOICATIpH(TYP.) W c / _ WIRING DIAGRAM CONDUIT RUN DESIGNATIONS \N \/C� ( / / PEDESTRIAN INDICATION NUMBER(tYPJ I/�,-/r_��xx\w Z 2 �(./ _ ( I/ a Q PEDESTRIAN INDICATION NUMBER(TYP.) �� �O J Q d REMOVE EXISTING SIGNAL F - CABLE h ABANDON CONDUIT \ W W Z J = O Q REMOVE a SALVAGE EX. _}$/ 2 Z ec V) CONCRETE TYPE I PULL �_ / ®O \ G(!) C.0 BOX,EXTEND EX. \ 0 W Z N TO NEW PULL BOX CONDUIT "CONFORMS TO CONSTRUCTION RECORDS" <O o M Q W W S-1 EXISTING SIGNAL CONTROLLE\ UNOVEMBER 2007 W Q EXISTING SIGNAL TYPE"P'CABINET h POWER SERVICE CONCRETE PEDESTAL LLI J w L m H / `�'O• EXISTING UNDERGROUND POWER \ 01 4{/2 �'3 y/4 O of:2 LLJ ABANDON EXISTING USE AS 15 EXIST 1'PVC m N LOOP DETECTORS CONDUIT-REMOVE EXIST 2-NO.6 CONDUCTORS k INSTALL NOT I` 0 Z ED 2-NEW NO.6 CONDUCTORS USED \�� Z O Q J / 05 06 07 08 0 NOT NOT USED � USED I � C.AD. ATV 2/5/07 RNS EXISTING PHASING DIAGRAM-8 PHASE NEMA CONTROLLER REVISIONS: 3/2/07 / SCALE 1" = 20' ASB. 1/8/08 ( / *TRAFFIC SIGNAL & LUMINAIRE POLE SCHEDULE / Pole Station Offset POI° M�flast Signal Head mergene um n. Pad. Top of Pole FOUndOtIon um1n. APPROVED BY: DMR NOTE: _ Distance From Preempt MostLength EDtt Mount Notes No. E.MaInSt. TYP° Length Detect Len th Buttons Bose Elev. Dia. Depth Height QOA11iY A$SURANOE: -EXISTING UNDERg20UN0 INSTALLATIONS h PRIVATE UTUTES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO 1-EXIST.THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, O 4+51.9 76.0'RT. 10-A 15 1-NEW By Engineer 2'0" 4'6^ 35' REMOVE AND RESET NE SEWER,TELEPHONE$TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. � O2 5+43.4 61.4'RT. 2A 50' 49.5'-39.5'-27.5' _ 2-EXIST Existing _ _ _ EXISTING USE AS IS -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 5TH EDITION,MARCH, 1-EXIST. AS SHOWN T / 2003.AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS.DATED MARCH,2004 O 5+46.3 58.3'LT. 2A 25' 24.5'-12.5' -NEW By Engineer 2`6" 6i�" i NEW SIGNAL STANDARD Sw -UNLESS SURVEYOR LICENSED SPECIFIED,SINT ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A ® 4+88.5 49.6'LT. 2A 50' 49.5'-37.5'-25.5' Existing EXISTING USE AS IS FlEE:HIGHLAND-BASE LAND SURVEYOR LICENSED IN THE STA1F OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION PROJECT NO..BOZ_06052 LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. ( •-SEE DETAIL SHEETS SHEET 4 OF 9 w EXISTING STORM eXlSr/NC V DRAIN MANHOLE w S & \ FFRF /��--o��CF�gRO FXis Y�RgNT 4/ 1 4k \qc/y NEW SIGNAL STANDARDco o W �, O Eve \w \ COND&/T (Tr p) Z o c W � m REMOVE EX. SIGNAL \\: PEDISTAOL-_ \ VY 3 STANDARD & BASE c' EXISTING SIGNAL gCC�ss /T �EX. LIGHT k/S \� STANDARD (TYP.) Y POLES \ T EXISTING SIGNAL RgMp oNTA S' & �� CONDUIT (TYP.) \ OU4F�gRD NEW PULLBOX (TYP.) �� * DRE 9OREM *\ 3 RELOCATE EX. INLET � � y sSRM DRq� . Z� EXISTING LOOP -EX. PULLBOX (TYP ) / � --,,,,--DETECTORS (TYP.) EX. STORM DRAIN MANHOLE /GNT \ —NEW ACCESSIBILITY RAMP W/ TRUNCATED DOME PANELS EX. STORM DRAIN MANHOLE i P4 S w EX. SIGN /V w �REMOVE & RESET EX. LUMINAIRE & REMOVE V) EX. BASE V)1n N / Z�w z CIED EX. PULLBOX Q w 5 0 NLETR�LoCATE EX. ., j Li u EX. SIGNAL CONTROLLER W 1n o QO a Ld I a- z F i ���� ��_ 0 �EX. SIGNAL \\\ Z z ¢ z POLE Fk Gq e� UNOF j U LLI w , SERVICEX. SISAL F\ S 0-1 (/NF RORO�� J w o m / 0 � u D p i)(n z EX. FIRE HYDRANTS DFRCR\ Owf m X-w z N 1n EX. SIGN Fkr Sq _ �ltiF\ p Z m x — w C.A.Q. ATV 5 EX. WATER VALVE \ �\ REVISIONS: 3/z/07 NOTE: \ / T= -EXISTING UNDERGROUND INSTALLATIONS a PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO APPROVED BY. DMR / \ THE ENGINEER.THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. SERVICE LINES(WATER,POWER,GAS,STORM, SS APPROV ASSURANCE SEWER,TELEPHONE h TELEVISION)MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THE PLANS.STATE LAW REQUIRES CONTRACTOR TO ///--- RK CALL ALL UTILITY COMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS. / -ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS STH EDITION,MARCH, 2DO3, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS,DATED MARCH,2004. EX. TRANSFORMER -UNLESS OTHERWISE SPECIFIED,ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THE RESPONSIBLE CHARGE OF A SCALE: 1"-10 LAND SURVEYOR LICENSED IN THE STATE OF MONTANA AND BY A PARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION / LAYOUT AND STAKING TECHNIQUES AS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED. ALE:HIGHLAND-BASE SCALE 1" = 10' "CONFORMS TO CONSTRUCTION RECORDS" PROJECT NO.:BOZ_06052 SHEET 5 of 9 NOVEMBER 2007 V o WATERTIGHT CONNECTORS Z c� o z = � TYPES 1,6,11 & 16 TYPES 2,7,12 & 17 W m O W = m NON—FUSED BREAKAWAY FUSED BREAKAWAY Z o, IDENTITY DESCRIPTIVE Z � 3 SYMBOL & W tl N0. WIRE SIZES � VV /b10 -- PROVIDE APLUG AND RECEPTACLE HOUSED IN WATER— RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL a 10 IN THE GROUND OR INSTALLATION IN SUNLIGHT. THE HOUSING, CONSISTING OF 2 SECTIONS, PROVIDES a A WATERTIGHT SEAL AROUND THE CABLE AND A OF 4WATERTIGHT SEAL BETWEEN THE TWO SECTIONS AT8TYPES 3,8,13 & 18 THE POINT OF DISCONNECTION. SUPPLY EACH KIT WITH ELLE SUFFICIENT SILICONE COMPOUND TO LUBRICATE METAL 0 PARTS AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. 0 WHERE INDICATED, CRIMP A COPPER PIN AND A COPPER RECEPTACLE TO THE CABLE. THE RECEPTACLE IS TO ESTABLISH CONTACT PRESSURE WITH THE PIN THROUGH FUSED BREAKAWAY THE USE OF A COPPER BERYLLIUM SPRING AND BE EQUIPPED WITH A DISPOSABLE MOUNTING PIN. THE PIN 6 IS TO BE CONSTRUCTED OF AT LEAST HALF—HARD 6 10 MATERIAL. THE CRIMPING PORTION IS TO BE FULLY 6 ANNEALED WHILE THE REST OF THE PIN IS MAINTAINED y 6 IN ITS ORIGINAL STATE OF HARDNESS. THE RECEPTACLE 6 IS TO BE FULLY ANNEALED. THE PIN AND RECEPTACLE F- 6 ARE TO LOCK TOGETHER SO THE CONNECTION IS W 6 MAINTAINED WHEN A MINIMUM FORCE OF 20 POUNDS a TENSION IS APPLIED TO THE ATTACHED CABLES. V) PROVIDE FUSED CONNECTOR KITS CONTAINING A PAIR TYPES 4,9,14 & 19 Z z w OF SPRING LOADED 90% CONDUCTIVITY CONTACTS FOR GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. Q Z 5 12 0 THE CONTACTS MUST BE FULLY ANNEALED AND W Ed 4 m ADAPTED TO BE CRIMPED TO THE CABLE. N> Q w 10 0 Q O Q cl 13 4 WCLCL wZ w 4 NON-FUSED BREAKAWAY 14 :- ��(n w q LLJ N 4 Z Z Q J 1 � 4.. ;O O N U 4 J w-0 am 1 fi 10 10 �(�Q W m LLI N 17 Z 10 10 TYPES 5,10,15 & 20 J 18 10 2 10 B 19 10 10 m - 11 ------ 2 10 0 0 ATV zo 1° NON-FUSED NON-BREAKAWAY DATE: 2/5/07 REVISIONS: 3/2/07 ASEI. 1/8/08 APPROVED BY: DMR OUkn ASSURANCE: SCkE: AS SHOWN FlEE: DETAILS "CONFORMS TO CONSTRUCTION RECORDS" PROJECT NO.:BaZ o6o52 NOVEMBER 2007 SHEET 6 0E 9 POLE SHAFT SIGNAL ARM FOUNDATION TYc�PICAL SIGNAL MOUNTINGS TABLE 1 / / / ( ) / / O h ® i • O © O ANCHOR ears ® O OO O O O O O TYPE 1 LOWER SHAFT 15',20',25',30' 18" S0. 17 1 2"1 1 2' 1 3 4"x 84"x 6' OVERALL-90" 17" SQ. 19' 1"- 8 UNC - 5" A325 1 1 2' 1 1 2" 8 8'0' 7'6" 2'6" V o TYPE (2) LOWER SHAFT 35',40',45' 19" SQ. 19" 1 1/2" 1 3/4"x 84"x 6" (OVERALL-90") 19" SQ. 20" 1 1/4" - 7 UNC - 6" A325 1 3/4" 1 3/4" 8 8'0" 7'6" 2'6" ��111 � Z m TYPE (2) LOWER SHAFT 50, 19" SQ. 19- 1 1/2" 1 3/4"x 84% 6" (OVERALL-90") 19' S0. 20" 1 1/4" - 7 UNC - 6- A325 1 3/4" 1 3/4" 12 12'0" 11'6" 3'0" U TYPE (3) LOWER SHAFT 55',60' r 20" SQ. 20' 1 3/4" 2% 84% 6" (OVERALL-90") 19" SQ. 20" 1 1/2" - 6 UNC - 6" A325 2" 2- 13 13'0- 12'6- SO" \ N - # I � c MOUNTING POINTS u ® I STANDARD TABLE 2 •1 DETECT SIGN PANEL SIGNAL SIG .V ' 3 4 ` 5 ` 6 ` 7 ° 8 ` 9 '10 MAST ARM PIPE BRACKETS FOR POLE MOUNTING ELEVATOR PLUMBIZER o SIGNAL EM ICLE SIGNAL SIGNAL LUMINAIRE SIGNALS PED.SIGNAL CONTROLLER CAB. MOUNTING TRAFFIC AND PEDESTRIAN SIGNALS MAST ARM MOUNTING N DETECTOR H DESIGN AREA 12.0 SOFT. NIL 8.0 SQ.FT. 9.0 SO.FT. 9.0 SO.FT. 9.0 SQ.FT. 3.3 SQ.FT. 9.0 SO.FT. 3.0 SQ.FT. 4,72 SOFT. NOTES NOTE-USE PIPE BRACKETS TO MOUNT m 0 SIGNAL ARM SUP JOINT TRAFFIC AND PEDESTRIAN SIGNALS W m DESIGN WEIGHT 135 LB. NIL 100 LB. 105 LB, 105 LB. 105 LB. 75 LB. 210 LB. 80 LB. 200 LB. DESIGN STANDARDS IN ACCORDANCE NTH THE 1994 AASHTO STANDARD SPECIFICATIONS FOR TO THE POLE SHAFT UNLESS o+ STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS (AND ANY FEND SECTION �N1 TH BASE SECTION WITH OTHERWISE SHOWN ON THE PLANS. DRAG COEF.(Cd) 1.2 NIL 1.2 1.2 1.2 1.2 0.5 1.2 1.2 1.2 AMENDMENTS THERETO). "" HOLE FOR jfi" FIELD DRILLED HOLE USE A DESIGN WIND VELOCITY OF 90 MPH. BOLT FOR 3j" BOLT oo p O DESIGN AREA = AREA WITH MAXIMUM WIND LOAD (WIND IS PERPENDICULAR TO STANDARD, AS SHOWN). _ Z TABLE 3 DESIGN WEIGHT = DEAD LOAD. %'THRU 15' 20' & 25' 30',35',40- & 45 50'. 55' & 60' DESIGN ALL TYPE (1) LOWER SHAFTS FOR A = 30' AND A MOUNTING HEIGHT OF 45'. FIELD ASSEMBLED BOLT c DESIGN ALL TYPE (2) LOWER SHAFTS FOR = 50' AND A MOUNTING HEIGHT OF 45'. TO ACHEIVE A SNUG W v m . BASE SECTION END SECTION YTGPTS `1,`2 & `3 `1,`2,`3& 4 '1,'2,°3,4 & °5 °12,`3,4 TIGHT JOINT MIN ,`5 & `6 DESIGN ALL TYPE (3) LOWER SHAFTS FOR A = 60' AND A MOUNTING HEIGHT OF 45'. OVERLAP NO LESS SPAN ' THAN 2.5 FT). LENGTH LENGTH PROVIDE ANCHOR BOLTS CONFORMING TO ASTM F1554 OR EQUAL. GALVANIZE AND THREAD THE TOP END (12" MIN.). 1 55' 1 12.60' 45.00' CALL OUT WELDING PROCEDURES, SYMBOLS, BASE METAL SPECIFICATIONS AND GRADES PRIOR TO 60' 12.60' S0.00' FABRICATION OR APPROVAL. V V GALVANIZE POLE SHAFTS, ARMS, AND ACCESSORIES PER ASTM A123. GALVANIZE HARDWARE PER ASTM A153. 3/4"- 10 UNC - 3- A325(TYP.) 5/8"- 11 UNC- 2 1/2" A325(TYP.) 10" - + REMOVABLE CAP _ 45'(TYP.) •7 15 PEDESTRIAN NTA PUSH BUTTON N,y �14 1/2- 2" SCHEDULE 40 A53 PIPE WHEN SPECIFIED (BREAK SHARP EDGES FOR --- DANIELLE M REAGOR WIRE PROTECTION) 3/4" THREADED SCHEDULE 40 14799PE O A53 PIPE (BREAK SHARP EDGES SCHEDULE 40 A53 PIPE FOR HAR (BE PROTECTION) (BREAK SHARP EDGES FOR HIRE PROTECTION) ++ OG (TYP) 2" SCHEDULE 40 A53 PIPE `2 1- 2'0' MIN. 1- BREAK SHARP EDGES FOR LUMINAIRE 9 1/2 7" WELD HOOK TO POLE ( SIGNAL MAST ARM � FILLER 3-4- SHAFT FOR SUPPORT `IRE PROTECTION) MAST ARM o $ MATERIAL ANCHOR BOLT OF WIRE CLAMP '3 '1 4,`5&`6 LUMINAIRE ARM 2" BEVEL r MIN. 11 GAUGE �PROTRUSION 1 1/4^ 5' TO 7 1/2- 1/4"PLATE TOP, UPPER 1 1/2- SCHEDULE 40 A53 PIPE -� - •7 FACE OF CURB 3/4" PLATE BOTTOM AND SIDES SHAFT (BREAK SHARP EDGES FOR WIRE PROTECTION) 6 1/2• 6 1/2" UPPER SHAFT 1" PLATE 2" MIN.11 GAUGE 2'0" 6" LUMINAIRE ARM CONNECTION ° m FOR '1,`2,*3,'4,t do '6 FOR2'7 3 4" x 6 1/2" NOTE-SUPPLY REMOVABLE METAL COUPLING DETAIL HANDHOLE CAPS WITH EACH COUPLING COPPER GROUNDING ~ O _ AND COVER EXCEPT FOR `8, `9 & `10. (NOT APPLICABLE TO*E,*'D&*10) NOTE-LUMINAIRE ARM AND SIGNAL STRAP BETWEEN Lli ARM ARE IN THE SAME CLASS "DD" E!_I VERTICAL PLANE, ON THE ANCHOR BOLT, CONCRETE ( CONDUIT AND BARE Om SAME SIDE OF THE POLE. FOUNDATION F LOWER SHAFT WIRE N0.6 GROUND 12 6" O LO N 1/4" PLATE TOP, '1 2'6" 12' Z LLl A36 PLATE O I BOTTOM AND SIDES REMOVABLE CAP °2 12' 6" Q Z U UPPER SHAFOf T 35',40' & 45' Ll.l� 3/4" PLATE OJ MOUNTING 3- : W J 1 6- �3,0 _I HEIGHT N 5' 'I 8 OF #( REBAR �- (�I Z w A36 PLATE 3 '4 2'6"31'6- WALLY SPACED O LLJ Q H m SIGNAL ARM CONNECTION •5 SIGNAL ARM LOWER SHAFT a= Z a 0 13" SQ. MIN 7 GAUGE MIN.7 GAUGE N 0 ARROW TO BE LEFT OR RIGHT, a•CNP Z Z ZQ H a g OR BOTH AS REQUIRED. P011D:f 5" x 7 3/4" ALUMINUM `8 IS ELEVATION AT BOTTOM OF TRAF. O OF #4 Q O O N J SIGN, BLACK LETTERS REBAR HOOPS SPACED LU O 15" LOWER SHAFT ON WHITE BACKGROUND. �� SIGNAL HEADS (FIELD MOUNTED) : EQUALLY O ABOUT J W O m �4' x 6 1/2" BACK OF CASTING SHAPED TO m Y 45'(TYP.) HANDHOLE 1'0- CENTERS Z (n 1/2"NUT HOLDER AND COVER FIT CURVATURE OF POLE. `9 IS ELEVATION AT BOTTOM OF PED. _ Q SIGNAL HEADS FIELD MOUNTED MIN. 2 1/2" CLEARANCE 0 W FOR GROUNDING O ( ) 19 0" O `10 IS ELEVATION AT BOTTOM OF USE GRADE 60 REINFORCING STEEL NO a e A36 PLATE NOTE-A HANDHOLE DETAIL CONTROLLER CABINET(BAND MOUNTED) TYPICAL FOUNDATION o Z DO AND A NUT HOLDER PROVIDE A REMOVABLE DETAIL ARE REQUIRED. 18" PEDESTRIAN PUSH BUTTON SIGN Z COVER PLATE WITH 1 3" THREADED SCHEDULE 40 A53 PIPE, 10'0" EACH POLE SHAFT. PROJECTING FROM SHAFT 2", WITH REMOVABLE CAP. BREAK SHARP EDGES 7'0" 3/4- PLATE O CURB FOR WIRE PROTECTION. 0 NOTE-COVER PLATE DETAIL I D TERMINAL 4'0" IS REQUIRED. LOWER SHAFT COMPARTMENT 2 A & 3 A STANDARDS 2�- / POLE ATV SHAFT TO SHAFT - O SHAFT DATE: 2/5/07 SIGNAL REVISIONS: 3/2/07 MOUNTING PLATES DETAIL SLOT- ANCHOR BOLT + 1/4" (TYP.) ASB. 1/8/08 A36 PLATE BASE DETAIL TYPICAL ORIENTATION FOR APPROVED BY: OMR PIPE BRACKET MOUNTED SIGNALS TYPE 2A TYPE 3A ouuRv nssuRaNOE SCPLE: AS SHOWN FILE: DETAILS "CONFORMS TO CONSTRUCTION RECORDS" PROJECT NO.:g0Z 06052 NOVEMBER 2007 SHEET 7 OF 9 • V o Zm . N USE GRADE 60 REINFORCING STEEL MAST ARM LENGTH v A PP SEE POLE SCHEDULE 6 BARS(4'-1"LONG)TYPICAL) xp 4 HOOPS AT1'-O" CENTERS m 0 ANCHOR BOLT 2" DIAMETER ACCESS HOLE(4 TYPICAL) NCHOR BOLT CIRCLE (3) Yl" - 10 NC - 1-3/4" LONG ZSINGLE MEMBER TYPE 8" A325 BOLTSMASTARM(TYPICAL) 6"E I c 1" ~ SECTION A—A rs 7/6 2 z —GROUNDING LUG 0 0 W v m 3" 8 3/4" 7" 5" I� NO. 6 AWG BARE GROUND WIRE4AA CONDUIT FROM FOUNDATION 0 OR PIGTAIL EXTENSION 2" BUT NOT MORE THAN 3' /4" PLATE 2" 3" � V V 3/4" PLATE � c 1" PLATE COPPER GROUNDING STRAP BETWEEN ANCHOR BOLT, CONDUIT&NO. 6 AWG LUMINAIRE ARM CONNECTIONBARE GROUND WIRE OR PIGTAIL 20"EXTENSION. 4 THROUGH 12 LUMINAIRE ARMS joNTAN. I O i f NIELLE REAGOR FOR MOUNTING HEIGHT j4799PE a SEE POLE SCHEDULE 4 ►-- 2'-0" TYPICAL OF ALL FOUNDATIONS w w CE BREAKAWAY BOLT V) COUPLING (ONE 4 z 6" REINFORCED N OF FOUR) HAND HOLE& COVER Z W Q Z S CAST AL INUM w� FRANGI E TRANSFORMER W BASE TH ACCESS DOOR N J_ 2 Q Q Q -i Q ~ W p 2" BEVEL BREAKAWAY BOLT 1'-6" 2'MIN. w W Z p COUPLING _ Q Li Z .a ' o. Z 0 Q H L 6" TO BE FORMED ° Q O U W AT THE TOP TO ° w U W O ~ S A 2'-3"DIAMETER J wpm CD a a ° J ° NOTE-MAKE THE TOP OF THE CONCRETE FOUNDATION VJ Q a, ° FLUSH WITH THE GROUND LINE. O m ° m w W o PROVIDE A HANDHOLE DETAIL AND A 13mm NUT N ° LT COVER HOLDER DETAIL (FOR GROUNDING) Z 07 Q J ANCHOR TRANSFORMER OLT COUPLING = (BREAKAWAY TYPE) (BREAKAWAY TYPE) TYPE 10—A POLE _ BASE TYPES FOR LUMINAIRE STANDARDS I C.AD. ATV DATE: 2/5/07 REVISIONS: 3/2/07 ASB. 1/8/08 APPROVED BY: DMR QUAM ASSURANCE: SXE: AS SHOWN FILE: DETAILS "CONFORMS TO CONSTRUCTION RECORDS" PROJECT NO.:BoZ_o6o52 NOVEMBER 2007 SHEET 8 OF 9 3/4" STAINLESS STEEL BANDING V o SIGN PANEL Z > i N NO. 8 CRIMPED HIGH CARBON STEEL WIRE SPACED AS SHOWN. 6 ONE WAY, o 5 THE OTHER WAY. Z 5/16• HEX HEAD BOLT o SHAFT, MAST ARM OR POST m +-Y' C IN o, �-+++c FIBER WASHER o, H +++++ c Z . 3 CL W m 3/8" BRASS J BOLT WITH PROVIDE PULL BOXES CONSTRUCTED OF CLASS "DD" CONCRETE OR EQUAL BAND-IIT EPRADUCTS 1' DIAMETER BEND -77 A A L - NOTES: V V Fir— 1 1. SPACING - PLACE 3" FROM END OF SIGNAL MAX. SPACING BETWEEN SUPPORTS = 12". 3 2' .1 pW— I ' DL 2. ALL METAL USED IN THE FABRICATION OF THIS TYPE OF MOUNTING BRACKET SHALL BE OF STAINLESS U STEEL OF CADMIUM PLATED HI-CARBON STEEL, OR I' I REINFORCED CAGE J GALVANIZED STEEL TO PREVENT UNDUE CORROSION AND �ON Tghq I' NO. 16 GALVANIZED I STREAKING. F 3/4' MESH DRE%L RM 1 14799PE 3/8" BRASS HOLD DOWN BOLT " TYPICAL SIGN MOUNTING BRACKET — TYPE "D" ` 1 WITH HEXAGONAL BRASS NUT 1 NOT TO SCALE AL Pi[7m BOX - Q)®PaQ.'&8E'II'S bma4mmam MA71 anc)NO ELECTRICAL BOND. NO.6 AWG COPPER OR EQUAL TYPE 7 TYPE 2 TYPE 8 3• I CONCRETE SIDEWALK OR ASPHALT L 19" L = 25" L = 33" W = 13' W = 16" W = 20" D = 12" D = 12" D = 12" I D L = 14" 1 D L = 20" 1 D L = 28" SIGN PANEL—,",, P1 3/4" x 3/4" ALUM. CHANNEL I D W - 8" IDW = 11" IDW = 15" C L = 15" C L = 21" C L = 29" O ~ 3/4" STAINLESS LyJ C W = 9" C W = 12" C W = 16'. STEEL BANDING STUB CONDUIT 4" TO 6" I i SIGN ATTACHMENT LLl n I I HOLES O 6• CTRS. � ABOVE BOTTOM OF PULL BOX � � II � 23" O i 1 i 11 (n NOTE: WHEN REPLACING AN EXISTING CONDUIT IN PLACE " PULL BOX, ADJUST CONDUIT AS REQUIRED I Z Li J STUB HEIGHT ACCORDINGLY. Q z 0a I � II II 5 O I I LLJ d' - �r-Tr - :2 L Q O I 11__I I V// Z Z _ O 1" CLEAN STONE i I�_I BAND-IT PRODUCTS SHAFT OR MAST ARM Q Q Q Q Z DRAINAGE NO HIGHER i OR EQUAL L11 THAN 2" INSIDE i -- D-= Z 0 BOTTOM OF PULL BOX g PULL BOX INSTALLED IN A SIDEWALK OR ASPHALT 1 W Z Z 1 -- �Zz a I I NOTE: 11 I I O p MINIMUM OF 2- i i BRACKETS PER SIGN. I I u >1—Q N ELECTRICAL BOND. NO.6 AWG " " iAi—1 L)o m p COPPER OR EQUAL i i 110 STUB CONDUIT 4" TO 6" 3/4" x 3/4' ALUM. :::)(n Z m ABOVE BOTTOM OF PULL BOX R CHANNEL ii ii O of J I I II II W W 4J J 12" d 3• BAN OR 0 EQUAL 0 Z m FRONT VIEW z— J 12" CONCRETE PAD - - SIGN PANEL = SIDE VIEW 23" �� 3/4' x 3/4" ALUM. �J CONDUIT IN PLACE AD��CHANNEL CAD, ATV AS REQUIRED DATE: 2/5/07 REVISIONS: 3/2/07 ASB. 1/8/08 DO 0 E� 00 CID _ PRMD BY: MR O 1" CLEAN STONE O Ukft IlS$UROICE: DRAINAGE NO HIGHER SECTION VIEW THAN 2" INSIDE BOTTOM OF PULL BOX TYPICAL SIGN MOUNTING BRACKET — TYPE "C" PULL BOX INSTALLED IN DIRT SC4E: As SHOWN NOT TO SCALE ALE: DETAILS "CONFORMS TO CONSTRUCTION RECORDS" PRQIECT NO.:eoZ oeoss NOVEMBER 2007 SHEET 9 OF e