Loading...
HomeMy WebLinkAboutSouth 19th Ave Signal & Widening Improvements - Meadow Creek Subdivision 0 > EDGE OF EXISTING ��� � O EDGE OF E%ISTING J PAVEMENT Alo PAVEMENT USE AS IS V ` NEW EXIST. R3-SB REUSE TO / o R3-5A } Rya STA. 43+57. LT. ` Mn NEW EXIST. W3-3 R3-5B >_ R/w USE AS IS ONLY REMOVE �Z �Q I1N0 I1N0 I1N0 Y R3-5 ONLY R3-8 USE AS IS y USE AS IS �� 1 ONLY R3-5A o OHD3 2 I R/717 ; USE AS I$ STA. 0+66 TO STA. 3+82, LT. STA. 3+82 TO STA. 5+98. LT. I W NEW DESIGN A' (WHITE) NEW,DESIGN A- (WHITE) Es: 19TH AVF QHD3-I DELINEATORS a 158' SPACING DELINEATORS a T2.T' SPACING W m EXIST. 8 4.0' OFFSET FROM EDGE OF a 4.0' OFFSET FROM EDGE OF z R/W PAVEMENT ITYP.I PAVEMENT ITYP.1 O R3-5 j OBLITERATE EXISTING NEW WHITE PAINT I rn • US E AS IS __.- DGE EDGE OF EXISTING �Z THERMOPL AS7IC ARROW WORDS I6 SYMBOLS PAVEMENTNEw P. STA. 3+81.8. 28.2' LT. i V PAVEMENT G NEW 4' WHITE PAINT V STA. 0+6T.8, 29.1' LT. STA. 3+61.8. 16.2' LT. - BEGIN 4' WHITE '""I 4'0 END B" WHITE y I _ Z STA 0-68.2. IT.I' LT. ,J 1 BEGIN 8" WHITE o NEW 8" WHITE PAINT �1. _. IB(1 '7 I _ USE AS IS ` 0 12 0 i _� O o m E%ISTING 24' WHITE ;�� USE AS IS o IBI I + THERMOPLASTIC EXISTING 8" WHITE PAINT 12.0' __________ ____________ OBLITERATE EXISTING 4' USE AS 1S �J a. WHITE PAINT EXISTING 8" YELLOW PANT I - oo.D r SOUTH 19TH AVENUE 12.0' USE AS IS ® A A EXISTING 8' WHITE 12.0 STA. 4+97.2. 7. THERMOPLASTIC ITYP.I BEGIN 8"TCH YELL Ow 1 . EDGE OF EXISTING PAVEMENT 1 PAVEMENT 4.0' _ EDGE OF EXISTING USE AS IS USE AS IS ~ I+ NEW B' YELLOW PAINT �-y w PAVEMENT EXISTING 4' WHITE PANT EXISTING WHITE f USE AS IS I Z H USE AS IS WORDTHERMOPLASTIC SYMBOL YELLOWEXISTIN AI DOLE 24' WHITE PAINT WORDS a 5YM60L5 YELLOW PAINT I J ITYP.1 I --- -- L) - - ---- SOUTH 19TH AVENUE EXIST. USE AS IS ,�.Hlsl _......-- ----- -- R/W OHD3-I STA. 0+69 TO STA. 5+24. FIT. Z R�rsT• NEw DESIGN "A' (WHITE I AlNO DEL NE ATORS a 187' SPACING y EXIST. J1 { &4.0' OFFSET FROM EDGE OF R/w USE AS I$ 1Up PAVEMENT ITYP.I O 3 O R3-5A I IY r USE AS IS AI NO ON6I ONII ONLI R3-5 R2E1AS(60) I EXIST. EXIST. NEW DESIGN '11' IYELLOWI USE AS IS ARryp R/W -J R/W $ DELINEATOR a END OF RADIUS I R3-5B 4.0' OFFSET FROM EDGE OF PAVEMENT ITYP.I I USE AS IS x } EU TERG CURB 6 R3-5 C7 � EXISTING CURB 6 Q _v• baTE GUTTER ]C USE AS IS Ln uj NOTE: 1.SEE THIS SHEET FOR SIGNING & STRIPING NOTES AND TYPICAL DETAILS. CD 2.ALL DIMENSIONS ARE FROM THE EDGE OF PAVEMENT. zLD �z �^ U l!1 Z Q Z W Z Y CD 0 Q G 03 ~ W Z Ln C:> Q Z SIGNING DEFINITIONS w¢ ~ > m Z 1.NEW -SIGNS DESIGNATED 'NEW"SHALL BE FURNISHED - NEW AND ERECTED AT THE LOCATIONS SPECIFIED, SIGNING NOTES: STRIPING NOTES: 2' WHEN REQUIRED L,- oil 2.REUSE-SIGNS DESIGNATED 'REUSE'SHALL BE REMOVED FROM THE EXISTING POST OR POSTS AND REMOUNTED 1.USE INLAID HOT-EXTRUDED HYDROCARBON 20' 8' 8' s' MINIMUM = so' B' s' e' 20' 20' H oN Z ON A NEW POST OR POSTS AT THE LOCATIONS SPECIFIED. 1.SEE SHEET NO.S-8 FOR SIGN DESIGN CALCULATIONS. THERMOPLASTIC FOR ALL NEW PAVEMENTLLJLANE LINE I OQ�CO CD 0 3.REPLACE-SIGNS DESIGNATED 'REPLACE"SHALL BE REMOVED MARKINGS THAT ARE LABELED AS PLASTIC. _ AND REPLACED WITH THE SPECIFIED NEW STANDARD SIGNS, 2.SEE SHEET NO.S-7 FOR SIGN & DELINEATOR SEE SPECIFICATIONS FOR DETAILS. e e Q Z n INCLUDING NEW POST OR POSTS,AT THE EXISTING OR SPECIFIED SUMMARIES. LJ w NEW LOCATIONS. CENTER IN LANE 4.REPLACE SIGN FACE-SIGNS DESIGNATED "REPLACE SIGN FACE' 2.USE EPDXY FOR ALL NEW PAVEMENT STOP BAR SHALL BE REMOVED FROM THE SUPPORTS AND REPLACED WITH 3.SEE MDT DETAILED DRAWING NO.619-00, MARKINGS THAT ARE LABELED AS EPDXY. THE SPECIFIED NEW STANDARD SIGNS USING THE EXISTING SUPPORTS. 619-02 & 619-14 FOR SIGN INSTALLATION DETAILS. _ 5.USE AS IS -SIGNS DESIGNATED "USE AS IS"SHALL BE LEFT IN PLACE. 3.USE PAINT FOR ALL NEW PAVEMENT 6.RESET-SIGNS DESIGNATED "RESET"SHALL BE REMOVED AND RESET 4.REMOVE & SALVAGE ALL SIGNS THAT ARE TO BE MARKINGS THAT ARE LABELED AS PAINT. TYPICAL INTERSECTION MARKING LAYOUT AT THE LOCATIONS SPECIFIED USING THE EXISTING SIGN FACE AND REMOVED BY DELIVERING TO THE MDT SHOPS. AT THE is. NOT TO SCALE _ 4.OBLITERATE EXISTING PAVEMENT MARKINGS 1- 7.REMOVE-SIGNS DESIGNATED "REMOVE'SHALL BE REMOVED.TO INCLUDE AS SHOWN.SEE SPECIFICATIONS FOR DETAILS. THE SIGN OR SIGN ASSEMBLY AND SIGN SUPPORTS. CD C.A.D.: RRH DATE: 9/14/06 REVISIONS: APPROVED BY: DUALITY ASSURANCE: 'Amft, MARVIN & ASSOCIATES) SCALE: 1° = 30' Traffic,Transportation & Civil Engineers FILE: 19TH-S 1.DGN PROJECT N12l 1300 North Transtech Way PH:(406)655-0550 Billings,Montane 59102 FAX:(406)655-4991 SHEET_5-1 OF 8 • V o RNE 3W8D j'a z > 831 � O � v 1 ♦O z REPLACE v ' R2-1 (45) c o STA.DESIGN TO STA.(WHITE) LT. _ NEW DESIGN A' (WHITE) W DELINEATORS a 80.5' SPACING O .A�W EXIST STA.DESIGN TO STA. 9+T3, LT. W- L 4.0' OFFSET FROM EDGE OF NEW DESIGN'A' (WHITE) W i� m 1 R/N PAVEMENT (TYP,I DELINEATORS a 71.0' SPACING CL J v m C 6 4.0' OFFSET FROM EDGE OF W PAVEMENT (TYP.) EXIST, I SOUTH 19TH AVENUE NEW 4' WHITE PANT -- - 1 y P.I. STA. 5+91.8 P.1. STA. 6+58.I, 3.]' LT. STA. 7+60.4 O 15.0' LT. NEW 24' WHITE PANT BEGIN EPDXY eE3021T50 SPACING rr rn H G I STA. 6+39.0, 2.0' LT, a30' AT 50' SPACING SOUTH 19TH AVENUE I b EDGE OF NEW BEGIN 8- YELLOW PAVEMENT -1 NEW 4' WHITE PAINT EDGE OF NEW STA. 9+73.0 - L0 Is.I � (MATCH EXIT.1 PAVEMENT r END PAINT - I - ---1 --I VAR. DEN 4' NH17E O .-- -H BEGIN EPDXY EPDXY I O N J 16.0' IBI I -( r OBLITERATE EXISTING 4" I -1- _c J F REPAINT 4 0• WHITE PANT 1 W v m I REPAINT EXISTING 21" ___________________EXISTING 8" _________ __ YELLOW PAINT (TYP.) YELLOW PANT i1 NEW 8' YELLOW PAINT 12.0'-- II _ t_-- - --___ _ NEW 8' YELLOW EPDXY 12.01 - ______ VAR. 12.0' 'm _____ ______ ______ 12.0' Z _ _ __ _____ -----_---------- z J � a30' AT 50' SPACING � 12.0' __________________ USE AS IS P.I. STA. 5+23.8 F- i8l I 12.0' NEW 24' YEL0*W EPDXY 1 W EXISTING 4' •30' AT 50' SPACING WHITE PANT 19.I AT, OBLITERATE EXISTING Q.0' J V BEGIN 1 WHITE 8' YELLOW PANT F- IB'I NEW 8" WHITE EPDXY 1 (MATCH EXIST,1 ~ EDGE OF EXISTING 4.0' i = CQ I PAVEMENT NEW 4" WHITE PAINT STA, T481.0 OBLITERATE EXISTING 4- 4.0' C I EDGE OF NEW 20.I R7' DBLE. YELLOW PAINT NEN 4' WHITE BEGIN 4' WHITE IW STA. 9+73.0 EDGE OF NEN I U PAVEMENT OBLITERATE EXISTING 4' EPDXY 19 2' RT. PAVEMENT F- EXIST. WHITE PANT BEGIN 8' I Q STA. 5+24 TO 5TA. 7f60. RT. WHITE c R/W NEW DESIGN'A' (WHITE) REMOVE EXIST. DESIGN"A" (NHITE) P.I. STA. T+60.4 P.I. STA. 7f60.1 i DEL wEATOR$a 78.3' SPACING DELINEATORS (7rP.) 8,2' AT. 32.2' RT. 8 4.0' OFFSET FROM EDGE OF END PANT- END PAINT- NEW 4' WHITE EPDXY NEW WHITE PLASTIC �I PAVEMENT )TYP.1 BEGIN EPDXY BEGIN EPDXY MIDI STRIPE 6 15.0' GAP) RO (TYPS)W SYMBOLS EXIST. i♦ R/N I I Ko NEW STA. 7+60 TO STA. 12+74. AT. R3-88 NEw DESIGN'A' (WHITE) .� DELINEATORS a 257' SPACING 6 4.0. OFFSET FROM EDGE OF PAVEMENT ITYP.1 NOTE: EXISTING STRIPING THAT IS TO BE :'"�.°•N"'M +`'- REPAINTED WILL BE PAINTED WITH EPDXY. �d/ANAL'��••: N NOTE: Z } 1.SEE SHEET NO. S-1 FOR SIGNING & STRIPING Mil It R3W5 NOTES AND TYPICAL DETAILS. L I Q u NEW ii Q i ONLY OHD3-3 Q 2.SEE SHEET NO.S-6 FOR STUCKY RD. DETAILS. NORTH NE 0 R3W5 ii Cif ii NEW STA. 13+40.4. 32.0' LT. II 3.ALL DIMENSIONS ARE FROM THE EDGE OF PAVEMENT. N R3-5A � NEWMULTIPLE CHEVRON II Lil 11 ONLY SIGN BARRICADE (SEE DETAIL p C.7�ZitII ON SHT. N0. S-6) v ii M ii - Z Q Z It F- �� >ui w 14 FC I E%KT. ;I D II s 19TH.wE OH03-1 o O O Q + I II L.L it STA. 9+73 TO STA. 20f17, LT. NEW m F- w r- R� ail ttt DEL INE TNEW IORS a 348'GN A (WHITE) SPACNG o R3-6F N O 4 Z r' I r r t -EXIST. 1 4.0' OFFSET FROM EDGE OF > P.C. STA. 12-12.9 _-- �i m _._-__ _...._ __ R/W PAVEMENT ITYP.1 I Y J w Q I EDGE OF NEW 6.0' LT. - _ PAVEMENT NEW 24" YELLOW EPDXY P x� 1 L�J Q _ > :�P,), STA. 12+86.8 x� - W Z Z d SEW AT 50 SPACING I8.3' LT. Cr Q NEW 4" WHITE - EDGE OF NEN I C3 ME 11.6 EPDXY - P.C.C. STA. 12+87.3 --Cz__ NEW 8' WHITE EPDXY NEW WHITE PLASTIC PAVEMENT O Cn W 1.7' RT. ie_ 18.0' A. NEW 4' WHITE. WOYPS)A SYMBOLS OBLITERATE EXISTING 4" I O 3 fV �Z 1. P.L STA. 13+84.4 W 1' EPDXY STA. 15+96.2 la WHITE PAINT 1+-- �W 0 Z z SOUTH 1 9TH AVENUE I o m 0 JkNEW1',1ELL0jWj-ECp70Itia -------- --- ------ ------ _ Q Q____ ________ t NEW 24' _ __ _ _________ _ _ _ ~ W -- --- ---- ___-- 13- WHITE PLASTIC tx.a _ ________ V 1z.o• t..00 s.a +ro STA. 17f80.5, 6.0' LT. o --- --- - ,x+po END 8' WHITE I F- R.-2, o I----- Q -------------- __ _____ ______________ P.C. STA. 12+86.9 _ o F- I Z z.a o STA. 11f15.9 I ! R.•42' ~ J e.a NEW 21' P.T. STA, 14+00.5 NEw 4" DBLE. YELLOW e.a F- EDGE OF NEW WHITE 18.0' Al. DEw 1' WHrtE GBLITERATE EXISTING 4' P.I. STA. 18.00.5 I = EPDXY EPDXY DBLE. YELLOW PAINT 6.0' RT. NEW B' WHITE EPO%r _ EDGE OF NEW PAVEMENT PLASTIC I= F- NEN 4' WHITE PAVEMENT O8L ITERATE EXISTING 4" V Z 1 SOUTH 1 9TH AVENUE EPDXY /' '1 WHITE PAINT NEW 4' DBLE. YELLOW i O 40' I ........... ....:......: EPDXY Q to 1 / / NEW DESIGN"D" (YELLOW) ----- J NEW M117E PLASTIC f DELINEATOR a END OF RADIUS STA. 14f00 TO STA. 19+56. RT. WORDS 8 SYMBOLS f !4.0' OFFSET FROM EDGE OF NEW DESIGN"A' f1'NITEI EXIST, (TYP.1 PAVEMENT ITYP.) EXIST. DELINEATORS a 270' SPACING I C•A•DI BRH Rin P.C. $TA. 12+71.0 L ` /' R/w 6 4.0' OFFSET FROM EDGE OF 29.T' RT. ^ /N ��/• PAVEMENT (TYP.I I DATE: 9/14/06 YY�II1rY 11N�II YY REVISIONS: I� On\1 OIIYI '`NEw $ ! EASEMENT Z j e APPROVED BY: Q NEW DUALITY ASSURANCE: O N R3-5A � 1 n i < � SCREE: 1" 30'� MARVIN & ASSOCIATES U 8 FIE: 1 9TH-52.DGN D NEW Traffic,Transportation & Civil Engineers F- OHD3-3 PROJECT NO.:eoz 05021 Ln 1300 North Transtech Way PH:(406)655-4550 Billings,Montana 59102 FAX:(406)655-4991 SIfET S 2 OF 8 • Z � NORTH m N c o ZJ I STA. 26+57, LT. I W m O E%1ST. STA. 25+50, LT. NEW DESIGN "D' (YELLOW) R/W NEW DESIGN"D" (YELLOW( EXIST. OELINE ATOR, 4.0' OFFSET FROM I W C I DELINEATOR, 4.0' OFFSET FROM R/W EDGE OF PAVEMENT I pp --- - EDGE OF PAVEMENT c ■ g I SOUTH 1 9TH AVENUE OBLITERATE EXISTING 4" WHITE PAINT P.I. STA. 20+16.T + I8.0' LT. P.I. STA. 23+76.9. 11.7' LT. I P.T. STA. 20♦16.T NEW 24' YELL EPDXY Cn •70' AT S0 'SPACING (TYP.1 STA. 20tI7 TO STA, 23+77, LT. END 4" WHITE STA. 25+32.3 I O P.C. STA. 19+62.4 6.0 LT. NEN 4' DBLE. YELLOW NEN 4' NH17E NEw DESIGN 'A' (WHITE( IWTCH EXIST.l BEGIN 4' DBLE. REPAINT EXISTING O o I YELLOW REPAINT USE AS IS H 3.0' Lr, EPDXY (TYP.) EPDXY EDGE OF NEW DELINEATORS a 90.0' SPACING 4' SOLID&DASHED EXISTING 4' I +- ¢ -4 PAVEMENT 6 4.0' OFFSET FROM EDGE OF P.L 9TA, 23+T6.T. 0.3' R7, YELLOW PAINT WITH MITE PAINT c N� VAR, ..,I PAVEMENT (TYP.) END 4' DBLE. YELLOW EDGE OF EXISTING NEW 4' DBLE. YELLOW I^ C (MATCH EXIST.1 2 5 PAVEMENT EPDXY I N aJ m ________ __ ____________________ _ H H Is,I m+(ro x 11 ___VAR. ___ _ 12.0' -- I � 12.0 _ 5'E__________ _______ W R.-4.5' 601 1 �' ■'■A Z __12.0' 12.0' I ` NEN 4" WHITE H H VAR. -- F.- H 2�5' H LLI = I EPDXY P.T STA. 20+16.7 P.I. STA. 23+76,8, 12.3' RT. EDGE OF EXIST ING Z I OBLITERATE EXISTING 4- EDGE OF NEN STA. 20+17 TO STA. 2J+7T, RT. ENO 4' WHITE PAVEMENT I J 6.0 RT. DBIE. YELLOW PAINT NEW 4' WHITE PAVEMENT NEW DESIGN'A' (W ITE) (MATCH EXIST.1 USE AS IS Q I ESTAND 419+62.6,WHITE 18.0' RT. EPDXY OBLITERATE EXISTING 4' DELINEATORS a 90.0' SPACING STA. 20+16.6. 18.0' RT. &4.0' OFFSET FROM EDGE OF REPANT EXISTNG 4' EXISTING 4' BEGN 4' WIN WHITE PANT PAVEMENT (TYP.1 DBLE. YELLOW PANT U H 1 9TH WHITE PANT I = WITH EPDXY AVENUE U I P.C. STA. 19+62.6 -- -- AVE- ~ 6.0. Ai, 2 I Q =U EXIST. NEW DES G STA. 20''D t(YELLOW( U¢ R/w DEL INE EDGE OFT PAVEMENT OFFSET FROMCC 0 --- I DE'L.EEATIOR a END OF LRADIuS q/1y T• I &/.0' OFFSET FROM EDGE OF U a- PAVEMENT I7YP.1 NOTE: LSE AS Is �- EXISTING STRIPING THAT IS TO BE RI-1 (( ll �J REPAINTED WILL BE PAINTED WITH EPDXY. �J�rONAI• rr` In F-- Z L.LJ L.LJ CD NOTE: 1.SEE SHEET NO.S-1 FOR SIGNING & STRIPING ME NOTES AND TYPICAL DETAILS. NORTH z� 2.ALL DIMENSIONS ARE FROM THE EDGE OF PAVEMENT. V)Z ¢ z >wz Y oo¢ �Q m�Z Z 1 0 >� N�o aZ I I _� Lj RXI T _ R/WT 1 I W J > I Z ¢ =OL O I --- _ STA. 29+50. LT. STA. 31+50,.LT. - -- --- 06 O DER DESIGN'D" (YELLOW) NEW DESIGN D" IYELLONI EDCE OF NEN N W �I DELINEATOR. 4.0' OFFSET FROM + I EDGE OF PAVEMENT DEI NEATOR, 4.0' OFFSET FROM SOUTH 1 9TH AVENUE PAVEMENT I O IV c7 N STA. 27+32.3, 0.4' FIT. EDGE OF PAVEMENT I O O W C) N Z ENO REPAINT - BEGIN NEW EDGE OF EXISTING OBLITERATE EXISTING I 4" DBLE. YELLOW PAVEMENT (TYP.1 4' DASHED YELLOW PAINT USE AS 15 P.1. STA. 34+81.4, II.T' Li, I '+' Q CO CO EXISTING 4' PeVEMENTE OF EXISTING BEGIN 4- WHITE LO ¢ Z U) r 3.D' H H WHITE PAINT (MATCH EXIST.1 I MLLj W � setoo xe.00 12.0' P.I. STA. 34+81.6. 0.3' FIT. SO'1 � ¢ so.00 41 v+oo 33- SOUTH 19TH AVENUE 12.0' J7W x 00']5'10'E �+. 601 I]5 to Lu WHITE TOBLIEEPAINT RATE EXISTING 4'�- I I fT _____________________________ ___ _ ---------1 `STA. 27415. RT. EDGE OF EXISTING NEW 4' OBLE. YELLOW P.I. STA. 32+67.9. 12.4' RT.--' f- I W NEW DESIGN'D' (YELLOW( PAVEMENT (TYP.1 USE AS IS EPDXY BEGIN 4' IST. Z 2 I DELINEATOR, 4.0' OFFSET FRdA EXISTING 4' MATCH EXIST.) NEw 4" WHITE ~ J ~ U I EDGE OF PAVEMENT STA. 28+T5, RT. WHITE PAINT EDGE OF NEW NEw DESIGN'0" (YELLOW) PAVEMENT EPDXY F-- STA. 28♦15, R7. DELINEATOR, 4.0' OFFSET FROM P.I. STA. 34.81.6. 24.3' RT. F = Q NEN DESIGN'0" IYELLOWI EDGE OF PAVEMENT I U (n EDGE OF DEL �PA'VEME 4.NT OFFSET FROM I ~ I._ - ....._...._.. _._ EXIST. ---- -.�__-- I � C.A.D.: BRH R/N EXIST. /N T I REVIDATSIONS: 9/1 4/06 STA. 32+68 TO STA. 34+82. RT. NEW z NEW DESIGN'A" I(WHTE) DELINEATORS 0 71.3SPACING R3-8C PAVEMENT(TYP.FROM EDGE OF APPROVED BY. QUALITY ASSURANCE: MARVIN & ASSOCIATES SCALE: 1., = 30' Traffic,Transportation & Civil Engineers FkE:19TH-S3.DGN 1300 North Transtech Way PH:(406)655-4550 PROJECT NO.:BO2-05021 Billings,Montane 59102 FAX:(406)655-4991 SHEET SS 3 OF 8 I 11 STA. 39+58.7, 32.0' LT. u u (L NEW MULTIPLE CHEVRON II NEW SIGN BARRICADE (SEE DETAIL ii R3-5 ON SHT. NO. S-6) o NORTH Z II 11 NEW OHD3-4 NEW " R3-5A Ld ii ONLY NEW 0 ' o R3-5 Q� n NEW II J �i li s 19TH Ave OH03 1 eo �O I; LL. I5 I W STA. 38+42 TO STA. 46+37 I W as 0 1Ex15 T. �r A DEl ENEW EA7'ORSGN •a 26�'SPACNG I d /R/w �� d 4.0' OFFSET FROM EDGE OF -EXIST. I m 1 PAVEMENT (T7P.) FUTURE LUMNAIRE / R/W W c 1 STA 34+81 i0 STA. 38+42 (T7P.1 WE DESIGN A' IBIITEI NEW 24' YELLOW EPDXY OBI ITERATE EXISTING 4' �•+ DELINEATORS a 90.0' SPACING a]0' AT 50' SPACING WHITE PAINT P.C. STA. 38+41.6 ` NEN MHITE PLASTIC I h NEW 4' :MITE WORDS d SYMBOLS STA. 40+06.8. 6.0' LT. EPDXY va VAVE MENTOF ITYP.:ROM EDGE OF NEw 4' OBLE. YELLOW 6.0' LT. PBI.OS A. 38+4I.5 BEGIN 8' UNITE <:• (T7P•) LT O I NEw q' wH rtE EDGE OF NEW EPDXY �L STA. 40+04.8 STA. 40+06.8, 6.0' RT. EOOE OF NEW I + I EPOxr PAVEMENT 4.O' U.C7 CQTSTA. 38+84.9 PAVEMENT SOUTH 1 9 T H AVENUE I o 18.0' LT. BECK 4' OBLE. YELLOW -I I.0' 12.0' R.=225' _ NEN 8' WHITE EPDXY 12.0' STA. 41+94.7 + o _________________ _______-______ NEW 2Y________ _______________ __ ___ �,a _____:_ ---- ------ Q c 601 I 311. $- N411TE PLASTIC 40+ � 41- 12.0' + IR.-2 .,•.. o 0 STA. 35+46.0 -_ STA._37+06_6 12.0'_________________________ __ _________12.0' _ __________________________ ____ _____________________________________ I I P.C. STA. 38+84.4 _____ -- NEW 8" WHITE EPDXY 4.6' RT. STA. 40+16.4, NEw 24' I8.0' RT• NEW 4' WHITE EPDXY 12.0' NEw CURD d rvEw 4• OBL E. YELLOW BEGN 4''WHITE UJ WHITE (9.0' STRIPE d 15.0' GAP) GUTTER EPDXY Z EDGE OF NEW NEW 4' WHITE NEW WHITE PLASTIC ~ P STIC 9 9. W EPDXY WORDS I.SYMBOLS OBLITERATE EXISTNG 4.0' H R.•55' Z J PAVEMENT 4' DASHED YELLOW PANT R.-50' ITrP.I P.C. STA. 38+83.7 = J STA 75+OI,6. 12.5' RT. NE 4' :MITE NEW LUWMAIRE = I BEGIN B" wNITE SOUTH 1 9TH AVENUE OBLITERATE EXISTING 4' 28.6' RT. .. 11 :( EPDXY (Typ,I I= MHITE PAINT V I ._. NEW 6' SIDEWALK Q I STA. 34+82 TO STA. 38+84, FIT. NEW DESIGN'D' I7ELLOWI /' P.T. STA. 40+29.0 c EXIST, NEW DESIGN'A' (WHITE: 30.0' RT. E%15T. I Q C I R/W OELNEATORS a 201' SPACING DELINEATOR a END OF RADIUS d 4.0' OFFSET FROM EDGE OF PAVEMENT FIT P FROM EDGE OF '• R/W PAVEMENT ITYP.1 I j O NEW I R3-5B I � I ON� ONII � H j 9 NEW W 1 NEW R3-6A Ld OH03-4 off Y��•. of SIGNING & PAVEMENT MARKINGS 1n ,:L , J , ON GRAF STREET - BY OTHERSLL Q ONAI In ui Z NOTE: w 1.SEE SHEET NO.S-1 FOR SIGNING & STRIPING CD NOTES AND TYPICAL DETAILS. NORTH 0f REUSE FROM 2.ALL DIMENSIONS ARE FROM THE EDGE OF PAVEMENT OR - STA. 4+17, LT. Z W3-3 THE BACK OF CURB. O Z Cn U Z Q z L il Z Y NEW f�2Q �Q -/'� R3-BF Co F-- w m S o I � O a - STA. 46+37 TO STA. 49+97 I In � S SEXIST. NEW DESIGN'A' IWHITEI / R/N DELINEATORS a 90.0' SPACING Y J m j 1 FUTURE LUMIMARE d 4.0' OFFSET FRpI EDGE OF EXIST. I L�LI Q Z Q .- V ITYP.I PAVEMENT (TYP.1 �R/N I � STA. 44+06.0, 6.0' LT. e SOUTH 19TH AVENUEIB.O NEw 24' YELLOW EPDXY p END 8' WHITE P. STA. 46+37.0 I 0 • a 30' AT 50' SPACING SOUTH 19TH AVENUE USE A5 15 o v'LL, .(';. ,t•„ EXISTING 4' I (� �U Ohm '"� EDGE OF NEW "'I OBLITERATE EXISTING jW1IT1 PAINT +' ? �p I NEw 8' WHITE EPDXY PAVEMENT P.I. STA. I6436.9 EPDX14r• WHITE 4' DASHED YELLOW PAINT OBLITERATE EXISTING 4' P.I, STA. 49496.9 I r- O L�J O Z 6.0' LT. 4.O' WHITE PANT 12.0' LT. EDCE OF EXISTING Ln p=m U M "") --I (MATCH EXIST.I PAVEMENT -____________. _--____ ____________________________________________ 6011 2.0' I� W j P.I. STA. 44426.0 ____________6011______ Q Ip 44.00 6.0' RT. 45+W 18.I EPDXY L ILL W ----- P.I. STA. 49-96.9. E w.a 12.0' S I Q F_ -____________________________________________ 12.0' __________ _ 12.0_ CIl 1 _____ _________________________ _ ____ ________________ ____ w _________________________________ NEW CURB d OBLITERATE EXISTING1'J -I Z GUTTER 12.0� NEW CURB d J W WHITE PAINT GUTTER 12.0' Z NEW 4" WHIT % F- J 9.9 (9 O' STRIPE d IS.O' GAP: 9.91 U O WHITE NEW LUMNARE ~ CD(„) I NEW 6 SIDEWALK EWALK ITYP.1 I Q --- - _._- NEW 6' SIDEWALK _KRE EXIST. R/W R/W 1 DATE( 9/14/06 1 REV60NS: I I I I I APPROVED 8Y: QUALITY ASSURANCE 'A"146, MARVIN & ASSOCIATES SCALE: I" = 30' Traffic,Transportation & Civil Engineers FILE: 19TH-S4,DGN PROJECT NO.:eoz-05021 1300 North Transtach Way PH:(406)655-4550 Billings,Montana 59102 FAX:(406)655-4991 SHEET 5 4 OF 8 Vo NORTH Z o ZJ _ O I I W m O STA. 53+00. L7. STA. 53+84, Li, I W c m EXIST NEW.DESIGN'D' (YELLOW) NEW DESIGN.L fYELLDWI FIX DELINEATOR, �.0' OFFSET FROM DEL NEATOR, 4.0' OFFSET FROM I E T. DGE OF PAVEMENT FUTURE LWWANE RxN I a ll�� EOGE Oi PAVEMENT pp f TYP.1 , -- - - I O CD I SOUTH 19TH AVENUE STA. 53+84 O STA. E6+9B LT. f'EOESGN AA CD DELI E 328' SPACING NO' OFFSET FROM = EDGE OF EDGE OF EXISTING PAVEMENT <TYP.1 U0 PAVEMENT OBLITERATE EXISTING ExISTNG 4" EDGE OF EXISTNG e + y WHITE PANT PAVEMENT SOUTH 1 9TH AVENUE I W V 4" DASHED YELLOW PANT H H NEW 24' YELLOW EPDXY Q Q 1 ____ NEW AT 50' SPACNG 2.0' I I I 12.0' I l2+OG 53+00 !.+(10 !l+00 36+00 S)IU4 !l+00 l9+00 al,z 1 < A A �_ 12.0: ---------- ------------------------------- ------------------------------------------------------------ ------- Z V V ----------------------------------------------------- ------------------------------------------------------------------------ - OBLITERATE EXISTING 4" NEW 4' WHITE EPDXY- 12.0' ME CURB d NEW 4' OBLE. YELLOW I J z 1 WHITE PAINT (9.0' STRIPE d 15.0' GAP) GUTTER EPDXY -- J .9' _ U 9 Q Q NEW 6' SIDEWALK NEW 6' SIDEWALK E%IST. NEw 4' WHITE NEW LUMIMAIRE Rtw 7• R/N EPDXY fTYP,1 I A I m-I 1 I mn I NEW W4-7 •"pNT4y Ln LLJ Z W NOTE: NORTH C) 1.SEE SHEET NO.S-1 FOR SIGNING & STRIPING a NOTES AND TYPICAL DETAILS. Q NEW MULTI STA. 6 MULTIPLL 2E C HHEVVRON 2. LT. SIGN BARRICADE (SEE DETAIL Z ON SHT. NO. S-6) C)C) N 2.ALL DIMENSIONS ARE FROM THE EDGE OF PAVEMENT OR N z THE BACK OF CURB. CC z¢ ?WZ Y �0� ZI I �3Z >I- N"6� <z Y J �La STA. 53+84 TO STA. 66+98, Li. W¢ O!> NEW DESIGN 'A' (WHITE) W Z -C STA. 66+64.2. EXIST. I EX15T. DEL NEA70RS a 328' SPACING BECN 4' DOLE.tELLOW R/N _4C p/lY FUTURE LUMLIANE d 4.0' OFFSET FROM EDGE OF Y (1)¢ =d )TYP.I PAVEMENT (TYP.1 I fi O L9 Lo I ; IV VI z NEW 24' YELLOW EPDXY •{,;!• •f�• •Y:. OBLITERATE EXISTING EXISTING 4" O W O Z + I ," a 30' AT 50' SPACING USE AS IS - .. 4' DASHED YELLOW PAINT WHITE PANT Q m O °' SOUTH 1 9TH AVENUE EXISTING 4' STA. 66+17,1, 12.0' RT. NEW WHITE PLASTIC ¢Z N WHITE PAINT WORDS d SYMBOLS END B" WHITE �- 500.0' OF NEW 4' PAVEMENT W W to EDGE Oi EXISTING OBLITERATE EXISTING P.L STA. 65+89.I, C DBLE. TELLOw EPDXY EDGE OF EXISTING PAVEMENT 2,p' EEW PDXY• DOLE. YELLOW )TYP.1 _LIT YELLOW PAINT END 4" DBLE. YELLO Q 2.0' eo 12.0. 12.0' VAR. eF+ao 8 97+W 12.0' _ ,00 er. et+rp el.00 6e a 6.0' 60.1 12.0' ��STA. 64+21,9 R.=50' ea.m.¢a � _ ___________ _________________ 12.0' 12.0' P.I. STA. 62+24,I, 6.0' RT. ---------- -------- ---- -----_ LLJ (1 Z I /r a VAR, e e R.:50' H USE AS IS 3.0. OBLITERATE EXISTNG 4"J 12.0 P.1. STA. 62+24.2, IB.O' RT. NEW CURB 6 12.0' l EXISTNG 4' EDGE OF EXISTING f" WHITE PANT EPDXB' WHITE L J I BEG 8' MUTE GUTTER NEN 1 WHITE EPDXY 9 9. 9 9• NEW 24 WHITE EPDXY R.-55' WHITE PANT PAVEMENT _ ( TRIP L IS 0' GAP) a 30' AT 50' SPACING NEw DESIGN "D' (YELLOW) C) DELINEATOR 0' OFFSET FROM EDGE N PAVEMENT f7Yp.1 _SOUTH 19TH AVENUE cI NEW 6' SIDEWALK / KRx G I NEW 6' SIDEWALK P.T. STA. 66+97.3, 12.I' RT. / C.A.D, NEW LUMIMAIRE END 4 WHITE EXIST.) 9/14/06 EXIST. NEw 4' WHITE P.C. STA. 65+TS.9 (MATCH EXIST.1 p/w DATE R/W EPDXY )TYP•I 30,0' R7. REVISIONS: ITC, STA. 65+94.5 I IL.O' RT. NEW END 8' )MITE 66+17.1, 23.4' FIT, Q € R3 88 0 $ APPROVED BY: QUALITY ASSURANCE: O O O Y �� MARVIN & ASSOCIATES SCALE: 1` = 30' U ELE: 19TH-S5.DGN NOTE: ¢ Traffic,Transportation & Civil Engineers SIGNING & PAVEMENT MARKINGS J 1300 North Transtech way PH:(406)655-4550 PROJECT ND.:BOZ-05021 ON BLACKWOOD ROAD - BY OTHERS m Billings,Montana 59102 FAX:(406)655-4991 SHEET SS=5 Of 6 w I z LLJ V o z EXIST. � > m R/W 8 Q Z Qz I I I ~ I ' ^ Z EDGE OF NEW i I = z J PAVEMENT 11H0 e NEw 4" WHITE ' 0 XIS W m m EPDXY (n� i i II R/F y II R/WEXIST P.C.L. STA. 0+59.2 EDGE 01 EXISTING �-���---- _._ _ � � Z PAVEMENT WWX STA. 3+57.2, f —_-- -- u END 4' DBLE. YELLOW NE 4' DBLE. YELLOW STA. 2+16.6. 12.0' LT. P.T. STA. 1+23.8. 11,9' RT. --- EPDXY END 8" WHITE END 4" WHITE R.-40' 8 --- 4— NEw 8" WHITE EPDXY I •8' R.-252 OBLITERATE EXIST. --_-_ —_ ..__._.�__ Loc - .4 DBLE. YELLOW PAINT 1 T.� >.� o r— _\\ STUCKY ROAD o 1 Iz.o' 0 1 Z j EDGE OF EXISTING F- 1011 0 o STA. 0+51.8 +� ttt A PAVEMENT 12.0' NEWWHITE 24" v ' ..-,•-••_••_•_ PLASTIC EXIST. STA, 3+57.2, 11.9 LT. ENO 4' WHITE EDGE OF NEW NEW 4" WHITE q 0• EASEMENT PAVEMENT •• ..�.�..�..�.._..�..EPDXY............ R.=49' -- TICIP YIRITf'P[T(STIC •�••�..l� NEW DESIGN"A" lWFIITS / WORDS 8 SYMBOLS r DELINEATORS w 60.7' SPACING P.I. STA. 2+36.6 ITYP.1 '3'•.,:. A 4.0' OFFSET FROM EDGE OF 24.0' LT. F.T. STA. 0+66.4 PAVEMENT (TYP.1 24.0' LT. ♦ 1 "• i w.,�.��'� NEW ♦' '1^I I NEW K EASEMENT 19 R3-SG z $ z x ELI y au AN�f11S Z w REMOVE Z y NOTE: R D3 STUCKY no i Ld O I z 1. SEE SHEET NO.S-1 FOR SIGNING & STRIPING x z Q II NOTES AND TYPICAL DETAILS. 2 2.ALL DIMENSIONS ARE FROM THE EDGE OF PAVEMENT. R/w I ' EXIST. r_ ~ 1 R/w I -.A aS•.4.9 YE •i�S:+ D /ONAL•t�f�'• 0 En N F-- Z L.LJ ME LLJ O Z C-D SLOPE TOP CDZ II'-7" 2"X4" BACKBRACINC _ Z Q+11 Z L'J Z Se •� SIGN FACE m F— !];F Z <H V) O O Z CC GAIN m J r BACK VIEW OF SIGN q" DIA. TREATED TIMBER L.IJ Q Y j SUPPORT BRACKET Z O< BARN POLE ITYP.1 CD Q H d 2'-5 1/2'--�•-- 7'-6" 1'-5 1/1' In W 3 N z z Q CO U Q Z In WI-B WI- WI-8 WI-8 WI-8 I wl-8 NOTEIDETERMINE POLE LENGTHS > IN THE FIELD TO COMPLY Q WITH MOUNTING HEIGHTS AND EMBEDMENT DEPTHS. I" SPACE ITYP.I F— o s C.A.D.: gRH DATE: 9/14/06 REVISIONS: o � APPROVED BY DUALITY ASSURANCE: MULTIPLE CHEVRON SIGN BARRICADE SCALE: 1" = 30• �� MARVIN & ASSOCIATES FILE: 19TH-56.DGN Traffic,Transportation & Civil Engineers PROJECT N0.:6oz-osozl 130o North Transtach Way PH:(406)655-4550 Billings,Montana 59102 FAX:(406)655-4991 SHEET S-6 OF 8 SIGN SUMMARY • STEEL POST V REFL SHTG SIGN PANEL ISO.FT.) TIMBER POLE(LF.) SIGNS _ o (LBS) TYPE if °2 , SIGN PANEL "' �'i° x%" ALUM. r CHANNEL Z m O� 3P ?° y A=20 2° ?P2 OP QQpU,2.P ='•~ 201 W 2J OQ 04 JPJs a°yP zz EMARKS STEELY AIN BANDING c° y aV m pQ c y rA ¢ov y v o b m SOUTH 12T AVENUE itLESS I' SIGN ATTACHMENT � I HOLES ® 6" CTRS. � co -0+54, LT, 19TH R3-5B 2-6x3-0 IV - MOUN ONE IST. SI NAL MAST ARM 7.50 i " " Z R3-5A 2-6x3-0 IV - MOUN ONE IST. SI NAL MST ARM 7.50 II 11 4+93, LT. 19TH R3-8 REMOVE 1 II II 5+98, LT. 19TH R3-8D 4-Ox2-6 IV - 10-0 a of"• 12-6 5-0 3-0 10.00 14 BACKBRACING REQUIRED i II II o u II W u 9+22, LT. 19TH R2-I(45) 2-Ox2-6 IV - 10-0 4PB'"• 12-4 5-0 3-0 5.00 14 I REPLACE AT SAME STA. 9+73, RT. 19TH R3-8B 2-6x2-6 IV - 10-0 ! D1A• 12-5 5-0:: 3-0 6.25 14 SHAFT OR MAST ARM I li n II o+ n =T1 BAND-IT PRODUCTS OR Z Z] ■ EQUAL m 12+81. LT. 19TH R3-5 2-6x3-0 IV - MOU T ON IGNAL ST AR 7.50 ��I ou lk c OHD3-3 4-6x1-0 IV IV MOU T ON IGNAL ST AR 4.50 OHD3-3=STUCKY RD �' NOTE II - Z 13+78. RT. 19TH R3-5A 2-6x3-0 IV - MOU T ON IGNAL ST AR 7,50 i' MINIMUM OF 2- �� �� OHD3-3 4-6x1-0 IV IV MOU T ON IGNAL ST AR 4.50 OHD3-3=STUCKY RD I BRACKETS PER SIGN, a II c 13+90. LT. 19TH R3-5 2-6x3-0 IV - MOU T ON IGNAL ST AR 7.50 IT--TI o m U R3-5A 2-6x3-0 IV - MOU T ON IGNAL ST AR 7.50 I I II II OHD3-I 4-6x1-0 IV IV MID T ON IGNAL ST AR 4.50 OH03-1=S 19TH AVE - 18+00. LT. 19TH R3-BF 2-6x2-6 IV - 10-0 4 B'"' 12-5 5-0 3-0 6.25 14 1 1 CH x3'q" ALUM. II 34+82, RT. 19TH R3-8C 2-6x2-6 IV - 10-0 "P 0 12-5 5-0 3-0 6.25 14 i CHANNEL Il o 11 AA II it I I I BAND-IT PRODUCTS OR VV EQUAL 8+81, LT, 19TH R3-5 2-6x3-0 IV - MOU T ON SIGNAL ST AR 7.50 OHD3-4 3-6x1-0 IV IV MOU T ON IGNAL AST AR 3.50 OHD3-4=GRAF ST - SIGN PANEL 0+06, RT. 19TH R3-58 ?-6x3-0 IV - MOU T ON IGNAL ST AR 7.50 R3-6A 2-6x3-0 IV - MOU T ON IGNAL ST AR 7.50 OH03-4 3-6x1-0 IV IV MOU T ON IGNAL ST AR 3.50 OHD3-4=GRAF ST CH NEL ALUM. CHANNEL 40+OB. LT. 19TH R3-5 2-6x3-0 IV - MOU T ON IGNAL ST AR 7,50 R3-5A 2-6x3-0 IV - MOU T ON IGNAL ST AR 7.50 OHD3-1 4-6x1-0 IV IV MOU T ON IGNALNAST AR 4.50 OHD3-1=S 19TH AVE SIDE VIEW 3� FRONT VIEW 44+26, LT. 19TH R3-8F 2-6x2-6 IV - 10-0 � p1A• '2 5 5-0 3-0 6.25 14 43+57, LT. 19TH W3-3 2-6x3-0 MOU T ON IGNAL ACON IDLE I REUSE FROM STA. 4+17, LT. [� SECTION VIEW 59+41, RT. 19TH W4-7 3-Ox3-0 IV - 7-0 9.00 MOUNT 0 NEW LU INAIRE OLE 62+24, RT. 19TH R3-8B 2-6x2-6 IV - 2-0 a. II-0 7-0 3-0 6.25 57.5 cN1Tr'1q' TYPICAL SIGN MOUNTING BRACKET - TYPE "C" �:ROB,• '.�'= NOT TO SCALE STUCKY RO D 0+51 LT. STUC 2-D3 R I-1 REMOVE 1 I--- 2+37, LT. STUC R3-BG 2-6x2-6 IV - 8-0 o�^• 12-11 5-0 3-0 6.25 14 Z W ME ^" STAINLESS W STEEL BANDING CD O IZ CL SIGN PANEL � Z CD Z N NZ Q (Y L'J Z 00 � Z N 5/,6" HEX HEAD BOLT SHAFT, MAST ARM OR POST �O ¢ o a W Q Z w LD REFL. SHTG. "I" = ENGINEER GRADE TOTALS 1VO169.00 98 5T.5 4 FIBER WASHER LLJ o 41 r REFL. SHTG. "IV" = HIGH INTENSITY Ln W � IV ail O W O Z Q Z N LLJ W SQUARE TUBE SUPPORT BAND IT PRODUCTS OR = EQUAL ~ OrI TUBE WEIGHT WALL DELINEATOR SUMMARY SIZE THICKNESS NOTES: _ 1. SPACING - PLACE 3" FROM --I DESIGN 'A" 49 2" 2.42 0. IDS END OF SIGN. MAX. SPACING 0 Ibs/ft (12 GAUGE)I BETWEEN SUPPORTS=12". --jI DESIGN 'B' 2.77 0. 105 2. ALL METAL USED IN THE FABRICATION Ln 21,4 Ibs/ft (12 GAUGE I OF THIS TYPE OF MOUNTING BRACKET SHALL F-1 DESIGN 'C' BE OF STAINLESS STEEL OR CADMIUM PLATED 3 0. 105" HI-CARD STEEL TO HI DESIGN 'D' 18 2112 Ibs)ft (122 GAUGE I PRE ENTO UNDUE CORROSION STEEL. OR VAND ESTREAKING. C.A.D.: RRH DATE: 9/14/06 III DESIGN 'E' I SQUARE TUBE REVISIONS: H DESIGN "F" ANCHOR < DESIGN "G" TUBE WEIGHT WALL DESIGN "H' SIZE THICKNESS TYPICAL SIGN MOUNTING BRACKET - TYPE "D" APPROVED BY: x DESIGN 'J' 2112 Ibs.ea. 0. 135° NOT To SCALE DUALITY ASSURANCE FLEX.DEL. 22.98 3� Ibs ea, 0. 188" For estimating purposes only. AMA Traffic, at ASSOCIATES SCANOT TO SCALE Traffic,Transportation & Civil Engineers Ft[FIEE: 1 9TH-S7,DGN 1300 North Transtech Way PH.(406)655-4550 PROJECI NO.mz-05021 Billings,Montana 59102 FAX:(406)655-4991 SHEET SS_7 OF e Vo Z ' z Zo � ` W W O W m ZW � y Z J W � m SIGN DESIGN CALCULATIONS SIGN DESIGN CALCULATIONS SIGN DESIGN CALCULATIONS ,AMft,MARVIN & ASSOCIATES PROJ.NO. MARVIN & ASSOCIATES PROD.NO. _ ��MARVIN & ASSOCIATES PROJ.NO. Cal, Traffic,Transportation & Civil, PROJ.TITLE MEADOW CREEK SUB. Treflic,Trensportnfian& Civi/Engincors PROD.TITLE- MEADOW CREEK SUB. lnl Transportation & Civil Engineers PROD.TITLE MEADOW CREEK SUB. 2" 4 s 19 TH AVE z 2 12" 6.. e., 12" B' STUCKY RD 6" - `„ 2,. 8' z B,. :CG RAF sT 2 2" z. 2" SINGLE FACED OVERHEAD D3 SINGLE FACED OVERHEAD D3 SINGLE FACED OVERHEAD D3 2 SIGNS REQUIRED 2 SIGNS REQUIRED LINE 1 LINE 2 LINE 3 LINE 4 SPEC'S LINE 1 LINE 2 LINE 3 LINE 4 SPEC'S LINE 1 LINE 2 LINE 3 LINE 4 SPEC'S LETTER LETTER LETTER LETTER SIGN NO. LETTER LETTER LETTER LETfE0. SIGN NO. LETTER LETTER LETTER LETTER SIGN NO, LEGEND WIDTH HEIGHT LEGEND WIDTH HEIGHT LEGEND WIDTH MfIGHT LEGEND WIDTH HEIGHT OHD3-I IEGEND IEGENO LEGEND IEGEND IEGEND LEGEND LEGEND LEGEND `O N T.,A, WIDTH HEIGHT WIDTH NEIGFR WIDTH HEIGHT WIDTH NEIGIrt OHDJ-3 WIDTH HEIGHT WIDTH HEIGHT WIDTH HEIGHT WIDTH HFIGM OHO 3-4 � ��•"' 'STA. STA 13.81 STA. - RO E S 2,53 6.00 LT. S 4.58 8.00 G 4.88 8.00 c'r 6.00 PANEL MAT'L T A.20 B.00 PANEL MAT'L vTR R 4.58 S.00 PANEL MAT'L W- 1 3. 12 8.00 SHT. ALUM. U 4.88 8.00 SHT. ALUM. A S.45 8.OO SHT. ALUM. ":':::, 9 3.38 8.00 WIDTH C 4.58 8.00 WIDTH F 3.00 8.00 WIDTH %�AONAL� • A.00 4 '6 K A.30 8.00 ^ -6 6.00 J'-6 T 4.20 8.00 HEIGHT Y A.25 8.00 HEIGHT S 3.43 6.00 HEIGHT H 3.38 8.00 1 -0 6.00 1'-0_ T 2.25 6.00 1.-0, Ln 6.00 AREA R 3.66 6.00 AREA AREA A 3.49 6.00 A.50 so n. D 2.53 6.00 4.50 SO.Fr. },50 so,rt. Z V 3.67 6.00 MARGIN LLJ E 2.25 6.00 MARGIN MARGIN LLJBORDER BORDER BORDER 0.5" 0.5" 0.5" CD CORNER R CORNER R CORNER R 1. 1.B" 1.5" EGEND ❑ REFLI LEGEND REEL.IV ❑ REFLI ❑LEGEND REFLI z COLOR REEL.N REFL.IVCD C-D WHITE COLOR COLOR z WHITE WHITE N N BACK R UND BACKGROUND Z ¢ Z ❑ BACKGROUND ui z O flE 1.1 ❑ REFLI ❑ RE FL.I Q CO REFLoaL.N P EL.IV ¢ ~ E �. GREEN ColaR LOR GREEN Cc) �'Z GREEN CD V TOTAL 'TOTAL WE 0TAL TOTAL LETTER SERIES TOTAL 3B.98 TOTAL TOTAL TOTAL LETTER SERIES 42.OZ TOTAL TOTAL TOTAL TOTAL LETTER SERIES � J TEMP. TEMP. TEMP. TEMP, SERIES "B" TEMP. TEMP. TEMP. TEMP. SERIES "B" TEMP. 29'S9 TEMP. TEMP. TEMP. SERIES "B" Y U LEFT LEFT LEFT FT ARROW SIZE LEFT LEFT LE FF LEFT ARROW SIZE LEFT LEFT LEFT LEFT ARROW SIZE J EDGE 5•99 EDGE EDGE EDGE N/A EDGE 7.51 EDGE EDGE EDGE N/A EDGE 6.21 EDGE EDGE EDGE 1_1.1¢ Z N/A UJ Z z U RIGHT 5 99 RIGHT RIGHT RIGHT DfsIGNED:KRH RIGHT RIGHT RIGHT RIGHT DENGNED:KRH RIGHT RIGHT RIGHT RIGHT DESIGNED:KRH ('¢ N EDGE EDGE EDGE EDGE DATE:7/18/06 EDGE 7.51 EDGE EDGE EDGE DATE:7/1 B/06 EDGE 6.20 EDGE EDGE EDGE DATE.8/14106 C }- W SIGN SIGN SIGN SIGN CHECKED: SIGN SIGN SIGN SIGN CHECKED-. V)LLJ WIDTH 5 4.0O WIDTH WIDTH WIDTH DAR. W1OTH 5 4.00 WIDTH WIDTH WIDTH DATE: WIDTH 4 2.O0 WIDTH WIDTH WIDTH DATE ijrN CD LLJ CD 0 - - L o=oO v ¢ z ww m CD Ln C.A.D.: KRH DATE: 9/14/06 REVISIONS: APPROVED BY:- DUALITY ASSURANCE: A&MR, MARVIN & ASSOCIATES SCALE:NOT TO SCALE Traffic,Transportation & Civil Engineers FILE: 19TH-S8.DGN 1300 North Transtech Way PH:(406)655-4560 PROJECT NO.:BOZ-05021 Billings,Montana 59102 FAX:(406)655-499F SHEET SS B OF 8 SYMBOL LEGEND NEW INDICATIONS TO BE LED'S - LU EOU IVALENT TO DIALIGHT OR CITY 5" Bookplate (TYP.l j ■PB PULL BOX APPROVED EQUAL Z LOOPS CONTROLLER CABINET Lij�- SIGNAL POLE,BASE& MAST ARMS 12• O LED R /� i > I NB-U,NB-L2 wales o,e.,,,ll elweeNl 12' LED LED O LEO LED R a p awwwla p ZVI � � `^ o cha...l a , p aw...1 a 5 -I>7► VEHICLE SIGNAL INDICATION IZ- v 1ED v I SO-7RI.SB-TR2 O owwwl4 o aw..Na PEDESTRIAN SIGNAL INDICATOR 12' LED i LED 1 m LED Y USE AS IS I Z Z NEW LUMINAIRE ON SIGNAL STD, 12' 12" 12' r•. LED G LED G 21 22 EXIST' I ]J O cn�wwa o aw"�.la cn l] sEnlEs 2 SIGNAL POLE NUMBER LED 23 24 I WR-LI,WB-L2 sotf5 O aw�w.la O a.m..la O O !! /EXIST. WB-71,WB-72 .-a O—..1• 2 O awwwl• 6 O2 VEHICLE IND.REFERENCE NO. 2" 2 25 26 I = V RAY = yyMl,WB R2 � o ■� z1 PEDESTRIAN IND.REFERENCE NO. USE AS IS 27 2B EDGE OF EXIST, i 0 lha,n 1 O ceanmll z OOOOO USE AS IS USE AS IS I PAVEMENT 0 EDGE OF EXIST.•I p ch.." o a•...1a ---- NEW CONDUIT& WIRE Z 4 rJ 6 ] PAVEMENT ! c I p a....l a p awr.wl a �- EMERGENCY PREEMPTION DETECTOR ® 1� 11 �� 1 9 �5 I 0.-14 `� p awwwl4 7 00 W o PVB_-yL pED.PUSH BUTTON (LEFT OR RIGHT ARROW) NEW I I Sf�L1,5Ba.2 �a�s oa�etival? ao,agw.N, W c m OIALIGHT 430-6370-001 OR CITY APPROVED EOUAL GREEN / YELLOW I E PEDESTRIAN Buses cn....la .� N&M NB-T2 O cn....le 4 O ch m a 8 Z .c. ■ SIGNAL INDICATIONS INDICATIONS I NBfli,48-R2 s—a N O awmwll AaYgn SIGNAL & PEDESTRIAN INDICATIONS SERIE9 —C Z EB-Ll,EB-L2 sEmes EB-Po,Ee-R2 _ - - LOOP AMPLIFIERS N 9E6 Ea 1—I I—I I Z C 1 A i DETECTOR WIRING SCHEMATIC H E W D INO CMROLLER NOTES: LOOP B 1.ANY DAMAGE TO THE EXISTING ,� .✓O LOOPS OR LOOP LEADS DURING THE _ INSTALLATION OF THE NEW LOOPS USE AS IS p I C ~•` AND LOOP LEADS WILL BE THE 6'x1O'LOOP r--------'-"-"--"'---'--- ----- e --I 1 --I � pEXIST.CONCRETE - -, DETECTORS yly TYPE 3 PULL BOX -------- (TYP-)l r-+'-r- CONTRACTORS RESPONSIBILITY TO ' L_r-=1 - REPLACE THEM AT THE CONTRACTORS EXIST.CONCRETE I '--L_I'_1 i EXPENSE. TYPE 1 PULL BOX i ' EXIST.SIGNAL CONTROLLER CURB & GUTTER L__ L_ _ 1 1 C 1 TYPE "P"CABINET & I_L 1G`:�' G Kll M EXIST.CONCRETE I I k i CONCRETE PEDESTAL •� / 2.SEE SHEET NO. E-2 FOR UTILITY 1 WITH CONC.PAD `QFA e•A eyA� ( TYPE 2 PULL BOX ' m 1 s�y1 1 6'x10'LOOPS CENTERED IN LANE LOCATIONS. , _ --"--"--�--- ' (UNLESS NOTED OTHERWISE) O // (1 ELEC. __ _ O I__ __`__ _____________ 1 a,`` li 1 l= O SERVICE T ' L iJ LI L EXIST. O I 28 L_! ' O TYPICAL LOOP LOCATIONS o RAv l O EWALK < -EXIST.CONCRETE EXIST. EXIST, SID "-_- - 1 15 TYPE 2 PULL BOX RW CONDUIT RUN DESIGNATIONS PPS�R mI O O O O EDGE OF EXIST. ' a PAVEMENT „i EXISTING CURB & NEW I 0 GUTTER NUMBER (T1'EXISTING + PPB-LL 22 ' ( �`•ONT4N'I, PEDESTRIAN INDICATION�,,, ' VEHICLE SIGNAL s--- I i i"- r--- USE AS IS 2 , 14 n -- p9.i•RoeE R •:•? 1 INDICATION (TYP.) 11-__ ; iWB-R7�___ 6'x10'LOOP KAGY BLVD. 697E •�- EXISTING 1 1 ® •m PEDESTRIAN INDICATION ' $� 1 J I wB-r12 DETECTORS (TYP.) ��• _ (TYP.) 13 I`i- I ' VEHICLE 1NB-TI YVB EB-L2 r = EB-L1 r- i IND.NUM. (TYP.) o I rr- - I 1/ - oOL1 WB-LKAGY BLVD. EB-T2 2 EXISTING ® Z VEHICLE SIGNAL -- _- W EXISTING CURB & USE AS IS r INDICATION O6 I EXIST.6'x1O'LOOP :2 DETECTORS (TYP.) LLJ GUTTER 6'x1O'LOOP eB-R2' I E8-R1,' �- 1 DETECTORS (TYP.) —� - __i____L _ _4; ' CD a� O 23 PPB L � EDGE OF EXIST. �- � - ---"'-"—'----- t1 SERVICE ASSEMBLY PAVEMENT EXISTE "C" /� .__.-..-.. `a11 1 11 10 O _PPB_ (7 O EXIST. O il, RW - _.-____-._-___-_._. ___________ In Z m EXIST.CONCRETE CONDUIT SCHEDULE TYPE 2 PULL BOX EXIST EXIST. >9 Z r� .CONCRETE Q < r-•a TYPE 2 PULL BOX RW NUMBER OF AWG CONDUCTORS & WIRES I 1 I r 1 I C[]?� w Run N. IPed PB) (Beacom (P.E.C.I (Loop Lead) ICP nowoorll' Pogwelrl 1G�end) Ilntercom O ' I 1 ' 1 r O In O O Inslallelion Deaig. Condaila Sire Malarial Method 12C e14 7.014 6c♦14 3c♦14 3c 414 3c Y14 2.#12 2_A6 2-t0 LCk.tad 6pr�lg -- _ _ ___ W m ♦lo 2'S 1 r UTILITY NOTE: 1 i l i I THE CONTRACTOR IS RESPONSIBLE FOR J Z A "3 2 12" Ri id Trench •.. 2 1 I 9 •4 '4 '4 '•1 , •1 •1 z = 1 e I LOCATING ALL UTILITIES PRIOR TO EXCAVATION. W¢ w a i i r-f , ' CONTACT THE UTILITY LOCATION SERVICE AT W > Z B •I 1 T2" Rigid Trench •+3 r ' EXIST.CONCRETE Z Q ¢v I- J I__4 1 r 1�g0-424-5555 TO LOCATE UNDERGROUND UTILITIES. (' 1 ' I 1 TYPE 1 PULL BOX = t^ C +2 2" Rigid Push •1 "1 •1 '•1 •1 •1 •2 ' I I I r U In W V D `2 2 12" Rigid Push '2 •2 •2 ""5 •1 L— L__I qq ' NEW 6'x1O'LOOP E •1 2" Rigid Trench •2 Z ' DETECTORS (TYP.) O W O =a F •2 2" Rigid Trench •t •1 •1 +3 DO NOT DISTURB z +z r (SEE DETAIL SHT.) PHASE DIAGRAM Z CO F- G 2" Ri Id Trench •1 •1 •t EXIST.6'x10'LOOP pyllI LLJ'1 Rigid •1 DETECTORS & LOOP �Il ONLY ,� =Q Ln Ln H •1 2" Rigid Trench •1 "1 '1 +7 LEADS (TYP.) o - 2 J •1 2' Rigid Trench '1 '1 •1 •1 •1 1xi PPE � PPB� K •1 2- Rigid Trench •1 •1 •1 '1 •1 '1 i + i4 ABANDON EXIST.112" �,. PPB o PVC CONDUIT IN PLACE L •1 1 12" Rigid Trench ••1 FUTURE M •t 112' Rigid Trench .1 .t 4 REMOVE & DISPOSE +1 "2 F- OF EXIST.WIRING f— N •1 112, PVC Trench Future I -- F-- O *1 112' PVC Trench "'1 PPB 1'" O -EXISTING -USE AS IS • -EXISTING -REMOVE & DISPOSE •• -INSTALL NEW CABLE t N ' EDGE OF NEW 0 1 9 2 0 3 ¢ 4 PAVEMENT ♦ EXIST. ! PPB �� DATED 9/114/06 TRAFFIC SIGNAL & LUMINAIRE POLE SCHEDULE RW EXIST. - w f RW REVISIONS Pole Station Pols Signal Signal Head Emergency Lumin. Ped. Top of Pole Foundation Lumin, � I _ OHeet Mast Dletence From Preem t Masl Push Mount Notea i I CT t- FUTURE No. 19th Ave TYPa Length Pole on Mast Did— Length Button Base Elay. Dle. Depth Hei ht Z W 10 -0+55.7 51.8'LT ""3A »*55' "•5a.5'-"•42.5'•••3D.5' - **15' •*y EXISTING Ye35' > y I I --�� ON w N EDGE OF EXIST. I ¢ STA.z+1za APPROVED BY: 2 0+55.0 49.2'LT **3A •*55' "54.5=•az.5'-••30.5' *•15' ••2 EXISTING •*35' PAVEMENT 28.5'LT. PPB PPB -- —►PPB QUALITY ASSURANCE: O3 0+58.5 55.3'RT **2A **55' **64.5'-**42.5' - I•*2 EXISTING ". = REMOVE & SALVAGE F- EXIST.CONCRETE ® -0+54.7 60.3'RT "•2A 1 *•55' 1154.5'-••42.5-•30.5' **2 EXISTING + TYPE 1 PULL BOX 0 5 0 6 0 7 0 8 O5 4+16.9 30.5'LT SIGNAL ti N REMOVE N N N RELOCATE TO MARVIN & ASSOCIATES SCALE: I zD BEACON BASE STA.43+56.8,33.6'LT. Ix H FILE: 19TH-E I.OGN Traffic,Transportation & Civil Engineers PROJECT NO.:g02-05021 -SEE DETAIL SHEETS **- EXISTING -USE AS IS ** -NEW SIGNAL INDICATION 0 Y 1300 North Transtech Way PH:(406)655-4550 Billings,Montana 59102 FAX:(406)655-0991 SHEET E-II OF 18 I EXIST. = z m R/W _ C X EXIST. Z x O, R/W • < cr IQ ✓ V o w w 00 o � � _ z ; n EDGE OF EXIST. Q) = C) w PAVEMENT o r---- r---- J EDGE OF EXIST. Q z t EXISTING BUILDING PAVEMENT I EXIST. SIGNAL ) i EXISTING CONTROLLER CONDUIT (TYP. W m I 1 _______ CABINET & EXISTING CONTROLLER BASE -------------------, I 1 W I � I -------- ! ----'----r h -------------- --;- r i ----- ---- - r I I 1 1 I ♦ r Z f� EXIST. R/W EXIST. W m I ' EXIST. SIGNAL PULL BOX (TYP. ) R/W ---------------------------------------------- - - - EXIST. SIDEWALK AA F- ----------------------- -------- ------------------- - ---------------------------------------- C V`I I EDGE OF EXIST. t I PAVEMENT r } I I ' EX. CLASS 51 DIP WATER MAIN `'' ' I NX _-_ --_ --�;--------;EXIST. CURB & __----- - ------ EXISTING 18" RCP ',GUTTER STORM DRAIN , EXISTING LOOP ! I I I I DETECTORS (TYP. l I -----'- -------- ' t I I Cn ---------------- KAGY BLVD. i---------------I--i--- + KAGY BLVD. 1 ---------I 1�......... r NrrAi 6,! . --------I D EXIST. SIGNAL ry V) m STANDARD I ' ! I ; I III I (TYP. ) Z I III D EX. WATER VALVE 12" CLf SS 51 DIP WATER MAIN W 0 u � ------------------- - ---- ---------- ------------------------------------------------------------- I I I I� EXISTING 18" RCP z d 1 1 STORM DRAIN CD c, EXIST. 24" WATER - z J MAIN c� ! I EXIST. SIGNAL EDGE OF EXIST. m��- y Z o CD �< " SERVICE PAVEMENT CD -------------- NEW LOOP i., - - t I DETECTORS ;. - s-- --- Y Z a EXIST. CURB & (TYP. ) IJ ; r - - __ - J_________________________ _________-________________________ __________-_______________ _ W Q z � w_ 7 GUTTER EXIST. I I �� z Q 'a F LD R/W I c�N w ?m r , EXIST. JJJ N m r r A. t R/W O W C>Cn CO ---- EXISTING I ; "'-7 3 z SIGNAL STANDARD w w o POLE BASE (TYP. ) I '� I 1 1 1 ----_T- -i _ EXIST. FIRE HYDRANT --' ----- -- , II _ _ PWR PWR — — — -I I PWR — •J EXIST. , I _� ( F- _ -, R/W ! NCI rz ' ' G' I CD X C.A.D.: KRH go F0I I I I 1 , EDGE OF EXIST. 00 w j `""�"' DATE: eitaiae PAVEMENT c0 = LEGEND REVISIONS: w �w GAS F-r- O> G as } —GAS GAS MAIN � EXIST. -—TEL— — UNDERGROUND TELEPHONE LINE APPROVED BY: Q UTILITY NOTE: JI R/W — PWR OVERHEAD POWER LINES DUALITY ASSURANCE: THE CONTRACTOR IS RESPONSIBLE FOR Ir o'L cr- PWR— — UNDERGROUND POWER LINES- LOCATING ALL UTILITIES PRIOR TO EXCAVATION. a " I - CONTACT THE UTILITY LOCATION SERVICE AT C'PS 1 1-800-424-5555 TO LOCATE UNDERGROUND UTILITIES. �EL — — — — — — — — TEL — — — — ` SCAIE GAS I 1 x EDGE of NEW �� MARVIN & ASSOCIATE FILE: 19TH-E2.UGN ti 1 PAVEMENT Traffic,Transportation & Civil Engineer / PROJECT NO.:Bo2-05021 4D 1300 North Transtech Way PH:(406)655-055 3 Billings,Montana 59102 FAX:(406)655-499 SHEET E�2 OF 18 I " I SYMBOL LEGEND RED & GREEN INDICATIONS TO DE LED'S - II " EQUIVALENT TO DIALIGHT OR CITY 5" BackDlate (TYP. I i 1N 1 APPROVED EOUAL I II10 " + DETECTORS ■PB PULL BOX r 1 I 1 CONTROLLER CABINET II 1 O 0— SIGNAL POLE,BASE& MAST ARMS u " r i III LyT o a."een awna.n • --♦11-- VEHICLE SIGNAL INDICATION LED R I I r r o­2 o arw.naa yP x411 Z I D a,,...1 a ' D a.nmx a 5 Z_ PEDESTRIAN SIGNAL INDICATOR 12' I W I r O n.e,...l. o I}gada• as a,GAN. y �« _ NEW LUMINAIRE ON SIGNAL STD. EXIST. X 'I x O O cn,"..I} � O aren,»Ia � I to /± O ae 1 a 0 d.saa.r a 2 SIGNAL POLE NUMBER LED G ' II 1 j I `v O2 VEHICLE IND.REFERENCE NO, EDGE OF NEW ii � ii z Rw 0000 BELIE. D awnax, D ar.n.lt Z }t PEDESTRIAN IND.REFERENCE NO. 'I 2 3 4 PAVEMENT �� � '- I I VIDEO DETECTOR p cnenn.lx � O ae...1a � c ---- NEW CONDUIT& WIRE O©O® r = POLE NO.P p ",Wa o a...la o EMERGENCY PREEMPTION DETECTOR O Ix I 1 1 o cha"..,. 3 0 lar.a,w• 7 u PPB=_L PED.PUSH BUTTON (LEFT OR RIGHT ARROWI I O EDGE OF NEW p,�eMl, p aswlt W as ^m SIGNAL INDICATIONS PAVEMENT FUTURE CURB & ''ird " " '� ae,M.IJ 0larw•ela W SIGNAL INDICATIONS CUTTER `� -0 Oameta p rAw".a w ■ a a.a.,.t. p—lxl. FUTURE CURB & H NOTES: I o GUTTER b 1. LUMINAIRES WILL BE X LOOP AMPLIFIERS .ZZ 205 1210 250w H.P.S. FULL-CUTOFF 1 _ TYPE III (FLAT GLASS) ,a f 235 (COOPER OVH25SWW30 OR EQUAL) " i LOOP DETECTOR WIRING SCHEMATIC " " f FUTURE VIDEO DETECTOR 11 11 i t I I (CONTRACTOR SUPPLIED & 35 2. LIGHTING CONDUCTORS WILL " ii DELIVERED TO CITY SHOPS) �� II 11 I1ry O F BE INSTALLED IN ONE CONDUITi I IIII 1 x INSTALL VIDEO DETECTOR CABLE s 0 V V 35 640 OF MULTIPLE CONDUIT RUNS. „ II Illo i IN MAST ARM AND TERMINATE _ r PEAK PM HOUR 10 YEAR DESIGN VOLUMES x I i IIII II I 1 x -� �p 3 3. SEE SHEET NO. E-4 FOR UTILITY " NEW CONCRETE # L ; LOCATIONS. NEW CONCRETE i I I i TYPE 2 PULL BOX / B TYPE 1 PULL BOX DO NOT EXTEND SLOPE $ ii ii TYPE 2 SLOPE FLATTENING 1` K C e� 4.SEE SHEET NO. E-9 FOR LUMINAIRE FLATTENING BEYOND EXIST. (SEE DETAIL SHEET) A\ / O ; WIRING DIAGRAM. RIGHT-OF-WAY 1 EMST EDGE OF EXISTING O CONTROLLER / PAVEMENT TYPE 1SLOPE FLATTENING i:' , 1 3 ELEC. (SEE DETAIL SHEET) ------- -------'r G SERVICE _ ' VEHICLE SIGNAL - --- O INDICATION (TYP.) O + ' _ 1 FUTURE SIGNAL 0 � `.��-__- • STUCKY ROAD STANDARD & __________________________________________ NTA,,,, 1 r•INDICATIONS ; `` , �o •� 3+00 ' IND.VEHICLE ' BIDIRECTIONAL_ _ .. -- ......__..._. 2+00 1 N AL CONDUIT RUN DESIGNATIONS -_--- -_- _.. 1+00 � 9 � (TYP.) EMERGENCY � RGENCV aavTa o - ----- - - __ ,-•;]. 0 10 , X PREEMPT _.., -...., .... a a .... , _ � ' �I���� � DETECTOR %s o.:::•E•2`•� (OPTICOM) -c 2-NEW CONCRETE Jt _______________ z TYPE 3 PULL BOXES ITVP.) FUTURE ROADWAY - ---- ---- ------ NEW (STACKED) z FUTURE SIGNAL ---- ---------------------------- _ I NAL 5 ' N SIGNAL_ _ " (MOUNTED 0 V- _ ---- `` INDICATIONS MAST ARM) Z 1 - (TYP.) --------- ----------------- ---------- - --- - --------------------- -----------_--_--_------ -------- ___ ------------- ------------ ��___________________________________ NEW SIGNAL CONTROLLER '� --------- -------------------- - O O NOTE EXIST. ------------------ -------FIXTURE 5__SID_E WALK TYPE "P"CABINET & ----- _ _ " �„ '_ O EASEMENT EDGE OF NEW ---- -- - - - CONCRETE PEDESTAL ` PAVEMENT NEw WITH CONC.PAD ---- - i `� MAINTAIN A MIN.OF 2.0'COVER ON EASEMENT (SEE DETAIL SHT.) CL NEW CONDUITS CROSSING THE O ROADWAY DITCHES NEW DUAL TYPE "C" •" ""'; `�', O4 ]i ' I 2 O U ao S-� SERVICE ASSEMBLY "• , - Z � 1 (SEE DETAIL SHEETS) O ` -- -----aa_ N- �WZ '� z NEW + " ; �� TYPE 2 SLOPE FLATTENING p¢ < EASEMENT ;1 (SEE DETAIL SHEET) N a NEW CONCRETE CD Z TYPE 3 PULL BOX I O i i NEW CONCRETE TYPE 2 PULL BOX UTILITY NOTE: w z i THE CONTRACTOR IS RESPONSIBLE FOR Y J �2 CONDUIT SCHEDULE TYPE 1 SLOPE FLATTENING + O�LY LOCATING ALL UTILITIES PRIOR TO EXCAVATION. W¢ a 1, CONTACT THE UTILITY LOCATION SERVICE AT W Z Z >v NUMBER a AM CON 01FIS s —ES I I ¢ (SEE DETAIL SHEET) 1 I ,, 1�oo�2as555 7o LOCATE UNDERGROUND UTILITIES. �C.7 LL Pe" ne.er 3 2 1 2 1. Iwnenml Ie...enl IPE.ea aeee E.emianl1 lo.ernwd Ieeenm n.sl' vb.n $ i 1 I �� U - =LL nnlleLLn Pa"erl Pmrerl rover Sgnl Green �'ISouRMI en r I I (n W Q n.eq. Cendub Six Mnedel InMetnad c.It h Jte 5c IN JM M 11e 1,JM Jc IM }c J I} }p_Ja }_Jp Ncketsd Couin Gnu°' 1 I , N A 3 2 V2' PVC Trench m a 1 ' j I I CD W O _ B 2 2' PVC Pwn 1 J1 i PHASE DIAGRAM p Z m C 3 2 12• PVC T,a h 3 2 1 1 1 1 2LLj w D 2 2 V2� PVC Peah 2 1 1 I 1 2 4 i > Un E 2 2' PVC T„nch I 1 11 F 1 2' PVC T-0 I , 1 1 EDGE OF 11 Rk = c 1 z' PVC nancn t 1 I 1 I I NEW H- n 1 1 n- PVC n 1ancn 1 1 t i i 1 PAVEMENT NOT ` f NOT T 1 2• PVC Trencn USED Ic 1 11a' PVC T.a-h 1 1 I 1 FUTURE CURB & i i USED i L 1 112" PVC Trench 1 t GUTTER r� it FUTURE EDGE OF NEW rl CURB & PAVEMENT 11 11 GUTTER I 0 1 0 2 0 3 0 4 + C.A.D.: [RH "TRAFFIC SIGNAL & LUMINAIRE POLE SCHEDULE a�' I EXIST. DAZE: 9/Iq/06 Station Si nel S goal Em MEE,r, Pd. 11 W 1 i RW REVISIONS: D 'iD ennnn"y Foundation Mo nt NOT NOT NOT Pola Pole Top of Pole r 1 1 1 on OHaet Mast Distance Frat Preempt Mast Push Mount Notea I 1 Z " USED USED No. 9tMStuck Type eeee Elev. Length Pole on Mast Detect Lan th Buttons Dis. Depth Hoi ht �1 W " USED 10 13+77.9 51.1'RT 2A 50, **49.5'-37.5'-25.5' 47.5' By Engineer 3'0" 12'0" - It > " APPROVED BY: 11 Q 11 x O2 13+90.1 53.5'LT 2A 55' 54.5'-42.5' 52.5' By Engineer 3'0" 13'0" - OUAUTY ASSURANCE: 2 O3 12+60.9 56.0'LT 3A 55' 54.5'-42.5'-••30.5' - 15' By Engineer 3'0" 13'0" 40' �� F-- O4 13+99.1 44.2'RT 10 A 15' B Engineer 0 5 0 6 0 T 0 6 "' "' ^' Y 9� 2'6" 6'0" 40' ' N 0+82.0 27.0'RT 10-A 15' B En Ineer = MARVIN & ASSOCIATES , SCALE: I" zo' Y 9� 2'6" 6'0" 40' " F- 11 DGN 1 1 I I u Traffic Transportation & Civil Engineers FILE: 19TH-E3. PROJECT p NO. eozosozl -SEE DETAIL SHEETS * -FUTURE SIGNAL INDICATION N 1 1 1300 North Trensfech Way PH:(406)655-0i50 „ „ Billings,Montana 59102 FAX:(406)655-4991 SHEET E-3 OF_18 ; ; i ' ! , I EXIST. C/) C JJ ' i > EXIST. _ R/W O Z 1 , Cn O I Z oX i LLJ EDGE OF NEW _ J = PAVEMENT � w ; I D x > I ,m O W cn Q TI I W m FUTURE CURB & GUTTER I D EDGE OF NEW W X ii PAVEMENT Z w N Z _ I X FUTURE CURB & Z TEL — - TEL I— — — TEL - — TEL — F GUTTER W m 1 I I I NEW SIGNAL I \ STANDARD w w / (TYP. ) " FUTURE CURB & / 0 EXIST. GUTTER NEW LUMINAIRE rEL �� �: `,L rrri R/W (TYP. ) TEL �/� .' / 1 EXIST, FIRE HYDRANT - , . -------------------- ---------------------------------------------------------------------------- ------------ ------------------------------------ ---- - FUTURE SIGNAL I O ---- J STANDARD & zE x _-`------------------------------ INDICATIONS ; I - -------------------------------------- 2 - NEW 24" STUCKY ROAD I m WSW RCP +oo NEW SIGNAL I r _'e. 4� ------------F------------------ � d Q CONDUIT (TYP. ) ----- --------------- N s I FUTURE ROADWAY �-- i X Z NEW CONTROLLER CABINET & CONCRETE ' w PEDESTAL WITH CONC. ; O PAD1 X tY m d -------------- -------------------------- _ GAS j r G q S EXIST. 24" �; I ------------------------------------------------ ' WATER - ' --- --- ------- - --- ------- — ._. - - \-- - MAIN - "- ----------------------------- --- - -------- — — * z � EXIST. -__-- ---- — EASEMENT EDGE NEW w z 3 v� z _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. --------- - CL FUTURE 5' SIDEWALK f -------------------------------------------------------------------------- — — — — G GA - AS �; AS,ti' Y'Q j J NEW SIGNAL & ` \ i : i ¢ a LIGHTING SERVICE a }� I. I x vLnw �'. ,'.I I NEW SIGNAL STANDARD C:)L I CD NEW POLE BASE (TYP. ) CD�CO x EASEMENT `.•� �� 1111 I W w ~ I • `., < 10, •`'. i 1 I I I II • I 1 NEW SIGNAL — PULL BOX (TYP. ) _ I I 0- CL d I I r i i I m r EXIST. p R/W in FUTURE CURB & GUTTER I I I I C.A.D.: g>� DATE: 9/14/06 = ; ; x LEGEND REVISIONS: EXIST. I pl ; I —GAS GAS MAIN R/W „ EDGE OF NEW ——TEL— — UNDERGROUND TELEPHONE LINE UTILITY NOTE: THE CONTRACTOR IS RESPONSIBLE FOR W PAVEMENT — PWR OVERHEAD POWER LINES APPROVED SU _ I DUALITY ASSURANCE LOCATING ALL UTILITIES PRIOR TO EXCAVATION. EDGE OF NEW a 3 ; W I m CONTACT THE UTILITY LOCATION SERVICE AT PAVEMENT O > 1-800-424-5555 TO LOCATE UNDERGROUND UTILITIES. I r FUTURE CURB & cn Q I I x GUTTER �� MARVIN & ASSOCIATES SCALE: = to' FILE: 19TH-E4,DGN ' Traffic,Transportation & Civil Engineers, PROJECT NO.,eoz-05021 1300 North Transtech Way PH:(406)655-0550 SHEET E4—Of 18 Billings,Montana 59102 FAX.-(406)655-4991 I 1 I II II RED & GREEN INDICATIONS TO BE LED'S DETECTORS CONTROLLER CABINET SYMBOL LEGEND EQUIVALENT TO DIALIGHT OR CITY 5" BockDlote ITYP.1 i II APPROVED EQUAL II i �— o ■PB PULL BOX t2wnN,x SIGNAL POLE, & MAST ARMS a" a O 5 L12" LLJ OOl O ED R z Np?" ' m -)� VEHICLE SIGNAL INDICATION I I 1 O PEDESTRIAN SIGNAL INDICATOR 12" Z I I scales INCAN. Y I I LLJ I I I N8-71 O Csnel] O pwmM2 �, - NEW LUMINAIRE ON SIGNAL STD. > I I T o .aa O u."".la 12" I I -` 2 SIGNAL POLE NUMBER LED G " Q " O ra,w.,w. 4 O cn.n^.le J 11 'I EDGE OF o Z V VEHICLE IND.REFERENCE NO. " = 1 1 NEW y O OOO 'i ,1 VIDEO DETECTOR aEWES O Ow,ne11 ql O Z 1 F-- I PAVEMENT POLE N0.2 o raw,max o a.^^.2 21 PEDESTRIAN IND.REFERENCE NO. 2 3 4 EDGE OF NEW 'i o oe„e.0 O cn.nwa OOOO PAVEMENT i •_ ,, i N --- NEW CONDUIT& WIRE O rae,,.a♦ `� O lawnna. W = I m �D EMERGENCY PREEMPTION DETECTOR O O C,emw11 O r-3 0 I'• 1 1 PED.PUSH BUTTON (LEFT OR RIGHT ARROW) SIGNAL INDICATIONS i + FUTURECURB & clan,.la oo CD ' GUTTER a",.,.10 4 o 8 c ■ SIGNAL INDICATIONS `� ;, D I• z ,.. I I I I Aulgn II NOTE: " FUTURE CURB & " EXIST. LOOP AMPLIFIERS 2Bo 965 1. LUMINAIRES WILL BE GUTTER Z J 250w H.P.S. FULL—CUTOFF LOOP DETECTOR WIRING SCHEMATIC TYPE III (FLAT GLASS) i i i FUTURE VIDEO DETECTOR W m 180 (COOPER OVH25SWW30 OR EQUAL) RiwT' (CONTRACTOR SUPPLIED a _- DELIVERED TO CITY SHOPS) O II I' F 10 �- 2. LIGHTING CONDUCTORS WILL i i INSTALL VIDEO DETECTOR CABLE p p V V ✓� AA I IN MAST ARM AND TERMINATE BE INSTALLED IN ONE CONDUIT 10 515 -------1— OF MULTIPLE CONDUIT RUNS. " O PEAK PM HOUR 10 YEAR DESIGN VOLUMES B 3. SEE SHEET NO. E-6 FOR UTILITY LOCATIONS. TYPE 2 SLOPE FLATTENING ' (SEE DETAIL SHEET) --- --A"IF'z 2 II / O I 4.SEE SHEET NO. E-7 & E-8 FOR " •;O of CONTROLLER�-�` ` 1 1 D G�`y i L LIGHTING DETAILS. „ NEW CONCRETE �`` ADDITIONAL O 1 �,�____ __ TYPE 2 PULL BOX J ___y�H r, :I. 5.SEE SHEET NO. E-10 FOR LUMINAIRE A C t SERVICE WIRING DIAGRAM. NEW CONCRETE SERVICE i O4 Cs TYPE 1 PULL BOX -----------------------^ FUTURE SIGNAL ; ., `oCN1gh" STANDARD & ; CONDUIT RUN DESIGNATIONS ;�'',�;••BEWT - - -- - - - - ,—SIGNAL INDICATIONS - ------------------ NEW LIGHTING ; I (TYP.) VEHICLE ' '------------------------------------------------------------ - -' poeE NEW CURB & e ' BIDIRECTIONAL 5 GRAF STREET currER CONDUIT (TYP.) 7 SIGNAL - INDICATION EMERGENCY E GE CY O E�`;, 23+00 0 (TYP.) ' ,,�,�,,,,,."' _- + __ --_ 24i 00 25+ ; 6+00 ; DETECTOR (OPTICOM) STA.39+94.8,57.5'RT. O ' ITYP•) FUTURE ROADWAY N = 1 0 NEW CONCRETE ~ GUWTERRB & `i/ O 2-NEW CONCRETE F TYPE 1 PULL BOX ; NEW VIDEO DETECTOR Z TYPE 3 PULL BOXES (FUTURE RED.POLE S ' (MOUNTED ON SIGNAL W (STACKED) -c ' I LOCATION) ' l � , e. I MAST ARM) W -- - — FUTURE SIGNAL VEHICLE '" ------------------------------------------------- NEW LUMINAIRE - O INDICATIONS I ------------------------------- O --- INU.NUM. -- ITYP.) �'��• (TYP.) ----- ' ,`` ITYP.) --------------- — -- FUTURE 5.0' SIDEWALK : O 3 ------- ----------- --- I '✓ CD — ------------------ ` 1 EXIST NEW SIGNAL CONTROLLER ++ O i; C/'I Z EASEMENT TYPE "P"CABINET & CONCRETE PEDESTAL L�J Z LL Z WITH CONC.PAD a , ; I� ¢ a (SEE DETAIL SHT.) " r'; Co 3 Z a NEW DUAL TYPE C" _ _ _____ ___ __ __ SERVICE ASSEMBLY S_2 g TYPE 2 SLOPE FLATTENING UTILITY NOTE: c1'I O o4 a (SEE DETAIL SHEETS) ' (SEE DETAIL SHEET) THE CONTRACTOR IS RESPONSIBLE FOR d5 Z CONDUIT SCHEDULE nv aaEs of �w UH°unuas A woes I LOCATING ALL UTILITIES PRIOR TO EXCAVATION. w J I I , CONTACT THE UTILITY LOCATION SERVICE AT Y J O anWl a I Z'A ,oPu-"ml Is.��l IV EaI a""o L.el '°per°"� pl'r1iei IO""'"'IiO m. srls000Ml °�,,, ' x NEW CONCRETE 1�00+324-5555 TO LOCATE UNDERGROUND UTILITIES. W Q TYPE 2 PULL BOX (,¢ LL A 3 b 2 n• we rr,r,"n a 3, � a 8 2 2• PVC Trench 1 ,•,1 2 I ONLY ;; 3�'N c 3 217' PVC Trenm 3 2 , 1 , , NEW CONCRETE O W O TYPE 3 PULL BOX i 3 I D 2 2 n• we Pueh 2 1 , ' ' ' 2 ;i ; PHASE DIAGRAM p Z fSl E 2 2' wC Trenm i ' ' ' '' 'O I ; W � F I 2' PVC lranch 1 W D 1 2• we month , , , EXIST. Q O i up I i I R/W H 1 I M• wG Trencn 1 1 i 1 1 a2• wC Trencn 1 1 , ; Z K 1 2• wC Trench 1 , NTURE I 1 FUTURE CURB & NOT , NOT L I 11?• we Hooch FUTURE GUTTER M tiz Pvc r.encn ' USED USED 1 , 45.0' )) ' N 1 112• we ueocn 1 NEW CURB & -- GUTTER I �' I � LLJ D 1 I V1' wC Trmch 1 ' P 1 1 V1• wt Trencn I ' 0 1 1Y2• we nencn 1 1 EXIST. Z �,11 O o •i,•pi•i•�' 6 3 0 4 R/W I � I i `FUTURE 0 I 0 2 *TRAFFIC SIGNAL & LUMINAIRE POLE SCHEDULE LUMINAIRE C.A.D. gRH Station Signal Signal Head Emergency Lumin. Ped. Top of Polo Foundation Lumin. I = I DALE 9/14/06 Pole on Offset Pole Meat Distance From Pmnmpt Mast Push Mount Notes EDGE OF No. 19t",.f Type Base EIe Die. Depth I I " REVISIONS: Length Pole on Mast Detect Length Buttons Hoi ht Ol NEW " PAVEMENT 1O 40+06.0 51.8'RT 2A 50' ee49.5'-37.5'-25.5' 47.5' - - By Engineer TO" 12'0" - i ' NOT NOT NOT - t� USED O 40+07.8 43.0'LT 3A 55' 54.5'-42.5' 52.5' 15' - By Engineer 3'0" 14'0' 40' I = 'I�'-��STA.42+32.8 USED USED NEW CONCRETE APPROVED BY: 0 38+80.9 44.0'LT 3A 45' 44.5'-32.5'-**20.5' 15' By Engineer 2'g^ 9'0' 40' I ~ TYPE 1 PULL BOX 11 OUALIiY ASSURANCE ® 44+02.8 33.5'�LT G ^' ^' "' - By Engineer 2'0" 4'0" '" + V) i ' 0 5 0 6 0 7 BEACON OB O22+97.4 30.0' 10-A 15 - By Engineer 2'6" 610" 40' I a 1 ' © 23+97.4 30.0'RT 10-A ^• "• 15 - By Engineer 2'6" 6'0" 40' I 1" STA.44+46.81 9.0'LT.� y SCALE: I" 20' NEW 6'x6'LOOP '/` MARVIN & ASSOCIATE 0 24+97.4 30.O'LT 10-A ^• 15, - By Engineer 2'6" 6'0" 40' SI; f TEE 19TH-ES.00N aI I DETECTOR N T ;,� STA.44+46.8 Traffic,Transportation & Civil Engineer --,- -------++ NEW CONCRETE PROJECT ND. Boz-o5021 '' TYPE 1 PULL BOX 1300 North Transtech Way PH:(406)655-455 " Billings,Montana 59102 FAX:(406)655-499 SHEET E=5 pE 18 -SEE DETAIL SHEETS **-FUTURE SIGNAL INDICATION "II I� I LL] 1I1 EXIST. R/W Z ;I; EXIST. V o L1J ; ; m R/W Q i EDGE OF NEW PAVEMENT O-) EDGE OF NEW Z PAVEMENT N FUTURE CURB & ; = I NEW SIGNAL W O STANDARD GUTTER (TYP. ) I FUTURE CURB & m m GUTTER N I I I „ „ (.D I c < VV { , + j o EXIST. NEW LIGHTING NEW LUMINAIRE % % _ \` R/W CONDUIT (TYP, ) (TYP. ) a Cr ♦ ; -——————————— ------ ——————— EXIST. 24" z FUTURE SIGNAL WATER �� ' STANDARD & MAIN INDICATIONS _- m -_ --------------------------- - ------------------------------------ i — ------------------------------------------------------------------- ' a ' ..W:• — — — — W — — — — W — W NEW SIGNAL �I CONDUIT (TYP. ) - + - -- - - 25+00 ____-----`-_---- --- + I ; FUTURE ROADWAY Z LIJ GRAF STREET w I r- > I O NEW CONTROLLER NEW 12" STORM I cr_ CABINET & CONCRETE DRAIN PEDESTAL WITH CONC. — F PAD i o- a- a- i Z w O CD w V)Z Q i _W Z------- ------ O p Q Z NEW CURB & CD °6 GUTTER � N � a W FUTURE 5' SIDEWALK �� I { ME ---------------- Cry� _ ------------------------ -- CL � :i CDOw0 — EASEMENT NEW SIGNAL & ; iVINW SIGNAL STANDARD w 1il o LIGHTING SERVICE LE BASE (TYP. ) jCD NEW EASEMENTNEW SIGNAL- ----------------- PULL BOX (TYP. ) na S� o a I I I ' C.A.D.: KRH EX IST NEW CURB & I DATE: 9/14r06 GUTTER I T. R/W LEGEND REVISIONS ——TEL— — UNDERGROUND TELEPHONE LINE m EDGE GPAVEMOF NEW PWR OVERHEAD POWER LINES APPROVED BY: UTILITY NOTE: EXIST. THE CONTRACTOR IS RESPONSIBLE FOR R/W I ^LLJ ,r DUALITY ASSURANCE: LOCATING ALL UTILITIES PRIOR TO EXCAVATION. CONTACT THE UTILITY LOCATION SERVICE AT I Ir , 1-800-424-5555 TO LOCATE UNDERGROUND UTILITIES. � � I L.iJ � FUTURE CURB & SCALE 1" _ �o' GUTTER 'A"AL MARVIN & ASSOCIATES', CDQ FILE 19TH-E6.OGN Traffic,Transportation & Civil Engineers PROJECT NO.:eoz-05021 I i i i 1300 North 7ranstech Way PH:(406)655-0550 Billings,Montana 59102 FAX:(406)6554991 SHUT E 6 OF 18 ***POLE SCHEDULE r " • ` II a ,I POLE OFFSET TYPE POLE FOUNDATION LUMINAIRE LUMINAIRE LUMINAIRE 0 NORTN Z ° NO. TYPE LINE STATION POLE) BASE DIA.X DEPTH MASTARM HEIGHT TYPE 0 8 ANGLE 19TH AVE. 40+21.0 44.9'RT. BREAKAWAY 2'-8"x7'-W 15, 40' •250W HPSV g 41+81.0 44.9'RT. i LL1 i 10 43+41.0 44.9'RT. 11 45+01.0 44.9'RT. F_ Z 12 46+61.0 44.9 RT. ,1 � o 13 48+21.0 44.9'RT. �f LL III W 11 14 49+81.0 44.9'RT. ii I d N 15 51+41.0 42.9'RT. rt O 16 63+01.0 42.9'RT. „%r : /w. 17 54+61.0 42.9'RT. �_ --� __ _ _ __ _ Z ,y 18 58+21.0 42.9'RL =z=- _ -_gyp'==ra- -- -----�--- --n-- ---R, ------------------------------------ ------- -- ------ =' { 19 57+81.0 42.9'RT. T f .t+r,--------------------------------------------- 20 69+41.0 42.9'RT. 1 PAVE E NEW Z 2t 61+01.0 42.9'RT. i '"�"E"' SOUTH 19TH AVENUE I o = 22 62+61.0 42.9'RT. I I m W v EHrE 23 64+21.0 42.9'RT. ' FUTURE LUMINAIRE NT 24 65+75.9 42.9'RT. (TYP.) 66+16.9 86.5'FIT �9i00 I 8 '0iW ' ,,•00 �:�w _ 26 -- r - 26 ANGLE 19TH AVE. 66+87.6 34.1'RT. BREAKAWAY 2'8"x7'8' 16' 40' "250W HPSV I NEW LUMINAIRE I w POLE NUMBER AS SHOWN ON PLAN SHEETS SOUTH 19TH AVENUE NEW LIGHTINGRYP.) I mmou " - LUMINAIRE DISTRIBUTION IS FULL-CUTOFF TYPE III(FLAT GLASS) $ CONDUIT (TYP.) NEWurrEx axes I r V I I z SEE DETAIL SHEETS FOR POLE DETAILS -'"--'----- __ `�.::.. 1I :f w - r 7- ...........� . . -I J=NEW rsIAEwALX C) ma *PULL BOX SCHEDULE B A RW I� t OFFSET TYPE LINE STATION � BOX) I w CONC.-TYPE 1 19TH AVE. 57+88.0 42.9'RT. NEW DUAL TYPE "C" CONC.-TYPE I 19TH AVE. 65+82.7 42.9 RT. ISERVICE ASSEMBLY CONC.-TYPE I 19TH AVE. 66+59.0 44.9'RT. (SEE DETAIL SHEETS) I I aN1ti-, °�. IILL � t PULL BOX NUMBER AS SHOWN ON PLAN L - SEE DETAIL SHEETS FOR PULL BOX DETAILS LLJ F- Z 2 L.LJ CD UTILITY NOTE: THE CONTRACTOR IS RESPONSIBLE FOR NOTES: NORTN CL CL LOCATING ALL UTILITIES PRIOR TO EXCAVATION. 1.SEE THIS SHEET FOR POLE & PULL BOX SCHEDULES m CONTACT THE UTILITY LOCATION SERVICE AT 1-800-424-5555 TO LOCATE UNDERGROUND UTILITIES. AND SHEET NO. E-10 FOR LUMINAIRE WIRING DIAGRAM. Z O Z 2. SEE SHEET NO. E-5 FOR NEW SIGNAL DETAILS. o o a j m3� Wz I I N�Zp <a i I xz I I Y� I- IFAY EXIST. I L!J Q Z H rA-__ru-___---____rn_____n-_____rtE�__-_m_____R,_____ __ _,1. _ _ _.r,_--_-'Sal_---rer____¢�_____rn__ __>E�_____rEE_--__,ly_____,rl_____m_____hl____-m____-m-- --rn___. -T I p V N W ]J I -- ' o 0 O I I PAVEMENT NEW EDGE OF NEW EDGE OF ID067WG I + O W O N Q PAVEMENT PAVEMENT I LaJ W SOUTH 19TH AVENUE �P)RE LUMINAIRE I a a ' ' Q N"'IY E ':W y _ r_ 19FW I 50,W I � 11».10' NEW LUMINAIRE SOUTH 19TH AVENUE I UJ UJ (TYP.) NEW LIGHTING I J = w 10 N"EW CURB a 11 12 CONDUIT (TYP.) 13 N A 14 Z -- - U J �--V ---------- ------------ ---------- - -------- ----- -- ---------- -- --- ---------- IQ-- NEW eSIDEWALK N NEW e'SIDEWAlK r. D LRH - QEXIST. I Dh1E 9/14/06 Rw I REVISIONS: A RW AA A I 1 A A I APPROVED Y; CONDUIT & WIRE DUALITY ASSURANCE: SCHEDULE Q INSTALL NEW 1 12"SCH,80 PVC CONDUIT(TRENCH) A 2 NEW OF AWG NO.8 CONDUCTOR (LIGHTING) 1 NEW OF GREEN JACKETED AWG NO.10 CONDUCTOR (GROUND) �� MARVIN & ASSOCIATE 'FILE: I" = 30 Q INSTALL NEW 112'SCH.80 PVC CONDUIT(TRENCH) FIEF 19TH-ET.DGN 2 NEW OF AWG NO.8 CONDUCTOR (LIGHTING) Traffic,Transportation & Civil Engineer B 1NEW OF GREEN JACKETED AWG N0.10 CONDUCTOR (GROUND) 1300 North 7renstech Way PH:(406)655-4550 PROJECT -7ORo,Fz-05021 3 AWG NO.14 CABLE(P.E.C.) Billings,Montana 59102 FAX:(406)655-4991 SHEET EE=T ( I8 • Vo UTILITY NOTE: THE CONTRACTOR IS RESPONSIBLE FOR NORTH LOCATING ALL UTILITIES PRIOR TO EXCAVATION. c CONTACT THE UTILITY LOCATION SERVICE AT 1-800-A24-5555 TO LOCATE UNDERGROUND UTILITIES. z Z � g N i I W m EXIST EXB1T. Rw Z ... •r[L-----r[t_____1[L_____ ____1EL-- _�tt_____1lL___ -,[,-- -rlt---- ----lu-----En--itL—__--Tt+---_—TEL—r,---aL--- m ,u 1[t----- rz I O [.T N 1 r: -- I m a EDGE OF EXISTING FUTURE LUMINAIRE J EOGE OF EXISTING Ln I PAVERFNT (TVP) PAVEMENT I Q W m I r I lT+ N 009� 52aW !!ao! S.a00 !la00 ss.oD 00 lBa00 l9a00 I SOUTH 19TH AVENUE e ❑ 8512 ; C e AA I SOUTH 19TH AVENUE NEW CONCRETE VY W I TYPE 1 PULL BOX I Z LU I 15 NEw ��s (NEWP) LUMINAIRE 17 NEW LIGHTING 18 S NEw tunes 20 J -- 16 GUrIER O CONDUIT (IYP.) O GUTTER O = U I ------------ ---------- ------- --- ----------- --------- — --------- ------- ------------ ------------- -------- FCC —— ——— ' L EXIST. B REXw I RW I A A A A A I I 1r, A NEW SINGLE TYPE "C SERVICE ASSEMBLY (SEE DETAIL SHEETS) Y_arONAt In F-- Z w CONDUIT & WIRE SCHEDULE CD Cr INSTALL NEW 1 V2"SCH.80 PVC CONDUIT(TRENCH) CL Q 2 NEW OF AWG NO.8 CONDUCTOR (LIGHTING) NOTES: 1 NEW OF GREEN JACKETED AWG NO.10 CONDUCTOR (GROUND) INSTALL NEW 112'SCH.80 PVC CONDUIT(TRENCH) 1.SEE SHEET NO. E-7 FOR POLE & PULL BOX SCHEDULES N�RTN Z 0 0 Q 2 NEW OF AWG NO.8 CONDUCTOR (LIGHTING) AND SHEET NO. E-11 FOR LUMINAIRE WIRING DIAGRAM. Z B N 1 NEW OF GREEN JACKETED AWG NO.10 CONDUCTOR IGROUND) Z Q 3 AWG NO.14 CABLE(P.E.C.) Q Q Q j CO wZ I 8 = Z ¢ � I d c/1 d5 O� a x ERwsr. EXIST N . O _,L.-- - - -,[�r ,Lt ---rE•-----Tn-----`lL-----TEL-----SEL TEL m -- --. _. ------'EL-----Tu---i— ttL 1tL-----TEL-----TEL- LO ---TEL----- ----- 3 [n W -- .tom.. Op m LLJ CD + I (_:' LE) EDGE OF EXIS[1NG PAVE NT EXISTING w FUTURE LUMINAIRE Q W PAVEMENT (TYP.) �:- Q ~ I lOi00 I l,a00 11a00 !]a00 l.a00 !la00 !laBO 8 97,00 I S 0;0]b!'W BBa00 � b.00' !0J.}1 I SOUTH 19TH AVENUE A 2Ei SOUTH 19TH AVENUE z I NEW LUMINAIRE NEW LIGHTING Oa A = J I 21 (TYP.) 22 CONDUIT (TVP.) 23 NEW CURBS PAVEEDGEMENT NEW PAAVEEM N7��TING NEW CURB• OElTTER GUTTER O FU- lw----_- — — --------- ----- ----------- — ————————— _—————— ------------- --- �r �D _ Q EXIST.w, DATE: 9/14/06 EXIST. + T NEW CONCRETE A TYPE 1 PULL BOX REY6gNS q p A A I NEW CONCRETE TYPE 1 PULL BOX 25 Q APPROVED BY:- 0 s QUALITY ASSURANCE: 0 O 1 = 30' ® � �� MARVIN & ASSOCIATES SCALE: 19TH-ES.DGN UTraffic,Transportation & Civil Engineers Q 1300 North Transtech Way PH:(406)655-4550 PROJECT NO.:BOz-05021 mBillings,Montana 59102 FAX(406)655-4991 SHEET E=8 OF 18 Vo ZF 1201240 VOLT SERVICE 120/240 VOLT v SERVICE o AWC N0.2 r -- — AWG NO.2 r —— ——— CIRCUIT BREAKER 100 AMP,2 POLE, °' CIRCUIT BREAKER SERVICE RATED�{ SINGLE THROW m —— — 100 AMP,2 POLE, 200 AMP METER I -c SINGLE THROW MAIN PHOTO-ELECTRIC • I Z ,.. BARE AWG NO.6 }"1 I CONTROL - MOUNTED y ON POLE IN . 4 oa fA GROUND ROD--- I I� BARE AWG N0.6 3 AWC NO. 14 CABLE _ Z a 1 SERVICE RATED -- — N LIGHTNING ARRESTOR 200 AMP METER CIRCUIT BREAKER z } MAIN GROUND ROD—'- I 30 AMP,2 POLE, o W v m CIRCUIT BREAKER I I I SINGLE THROW 60 AMP,1 POLE LIGHTNING ARRESTOR SINGLE THROW I (TYPICAL) ! I AUTO-OFF-MANUAL I I I SWITCH AWG N0.6 I N.E.M.A. TYPE 3R--►I I A A — — — I CABINET I 30 AMP RELAY V V 2 POLE,SINGLE THROW AWG N0,6 I (120 VOLTS)—(NEUTRAL 1— I ————— TO SIGNAL AWG N0.6 (GROUND)— CONTROLLER AWC N0.8 TO GROUND LUG OF AWC NO. 10 GROUND TO LUMINAIRES AWG N0.10 EACH SIGNAL POLE S- 1 SIG SERVICE WIRING DIAGRAM S- I LUM SERVICE WIRING DIAGRAM *f RMA97E r r V7E ONAI,t�r` 2 3 2 Ln z i w i PULL BOX j w [TYP.) CD BASE ITVP.1 GROUND LUG (TYP.) CD E AWGNO.10 2 Z INSIDE POLES (TYP.) CDp— Z I I N 5 ?wz l AWG NO.10 GROUND (TYP.) pm 0 I✓ Ty Z Q � 'I AWG NO.8(TYP.) AWG NO.10 GROUND RYP.) ti (n o2$CD Y J o AWG N0.8(TYP.) I w Q 0 w Z ¢ ? I CD 3 V)w O LIJ O _._._. -_._.23�........ _._._._._._ . y20. 15 5 Q j 5 5 Q PULL BOX AWG NO.10 GROUND (TYP.1 I I ITVP I p) yl I I AWG N0.8 frvP.l i PHOTO-ELECTRIC 18 j CONTROL -INDICATES NEW WATERTIGHT CONNECTOR, 2 4 SEE DETAIL DRAWING ON SHEET E-12 S-1 2 I 1 PROVIDE WATERTIGHT CONNECTORS IN PULL !-_._._. ._._-_- C.A.D,: KRH BOXES REQUIR DATE: 9/1 4/06 WHEN SPLICING OF CONDUCTORS IS ED. .14 CABLE 3 AWG N0 REVISIONS: SUPPLY FUSED CONNECTORS THAT ARE MIDGET _ FERRULE TYPE RATED AT 6 AMPS FOR 250 WATT LUMINAIRES. APPROVED BY: WIRING DIAGRAM QUALITY ASSURANCE: NOT TO SCALE SCALE: As SHOWN MARVIN & ASSOCIATES FILE: 19TH-E9.DGN Traffic,Transportation & Civil Engineers PROJECT NO.:Boz-ofiozl 1300 North Transtech Way PH:(406)655-4550 Billings,Montana 59102 FAX:(406)655-4991 SHEET EE 9 OF I9 0 V Z 120/240 VOLT SERVICE 120/240 VOLT SERVICE v AWG NO.2 AWG NO.2 r -- --- CIRCUIT BREAKER c z I 100 AMP,2 POLE, _ CIRCUIT BREAKER SERVICE RATED SINGLE THROW c W —— - 100 AMP,2 POLE, 200 AMP METER SINGLE THROW MAIN I h I PHOTOELECTRIC N ^ CONTROL - MOUNTED BARE AWG N0. ON POLE NO. 8 6 I c}"-- I I I- ——— — 3 AWG NO. 14 CABLE GROUND ROD�- I _ Z I= SERVICE RATED BARE AWG N0.6 _ —— — y 200 AMP METER F_ CIRCUIT BREAKER v� LIGHTNING ARRESTOR I } MAIN GROUND ROD�- I 30 AMP,2 POLE, CIRCUIT BREAKER I SINGLE THROW 60 AMP,) POLE I I LIGHTNING ARRESTOR Z SINGLE THROW I I (TYPICAL 1 I }"'} AUTO-OFF-MANUAL S C � AWG NO.6' I I W v m N.E.M.A. TYPE 3R--+I CABINET I 30 AMP RELAY 2 POLE,SINGLE THROW �I AWG NO.6 A!'► (120 VOLTS)— TO SIGNAL V V AWG NO.6 1NLUTRAL I— CONTROLLER AWG NO.8 IGRGUNUI __ TO GROUND LUG OF AWG NO.10 GROUND TO LUMINAIRES � AwC NO. 10 EACH SIGNAL POLE S-2 SIG SERVICE WIRING DIAGRAM S-2 LUM SERVICE WIRING DIAGRAM ' 13 2 18 -INDICATES NEW WATERTIGHT CONNECTOR, ;p:`ao SEE DETAIL DRAWING ON SHEET E-12 911E 2�c j PROVIDE WATERTIGHT CONNECTORS IN PULL PULL BOX j BOXES WHEN SPLICING OF CONDUCTORS IS TYP.) REQUIRED. POLE BASE (TYP.) GROUND LUG (TYP.) In SUPPLY FUSED CONNECTORS THAT ARE MIDGET Z 2 -'---------"-' 3"- -------"-"- 1 ! FERRULE TYPE RATED AT 6 AMPS FOR 250 WATT W AWG NO.10 2 3 I LUMINAIRES, INSIDE POLES (TYP.) E W I � O I ! � 5 I ! AWG NO.10 GROUND (TYP.) V j AWG NO.R(TYP,) Z CD NO.10 GROUND (TYP.1� ' CD �Z AWG NO,a(TYP.) — Z Q 1 ! ?W z C)Q m—H- m 6 2 -'-1 :mD Z < CD N C a . 2 5 5 6 5 2 p 1 g 10 11 12 "(TYPP.) LY¢ 2 _._._-_-_-_._._-_-_-_._._._ ----23j. -._-_ _-_-_- _._-23' _- YU_-_._._-_-_. 2 8 W Z ¢ z 1 r. .-._-_ - j AWG NO.10 C,In L�J 3 PULL BOX 3 3 3 3 3 INSIDE POLES (TYP.I N j ! (TYP. 9 3_._._._. .3- - _-3- -_ _ ._ 3 _._._._ O W OAWG N0.10 GROUND (TYP.)� I I IBOXPULL - -------- - - --- -' - -r" - -- mAWG NO.e(TVP.) i jI j - - - - - j \`AWG NO.10 GROUND (TVP.) GRPOLE BASE (TYP.) PHOTO-ELECTRIC AWG NO.8(TYP.) Q CONTROL 3 g I S-2 I 3 I CTi I j I I 3 AWG NO.14 CABLE O I N I TO POLE NO. C.A.D,: ggH DATE: 9/14/06 REVISIONS: APPROVED BY: WIRING DIAGRAM OUALITY ASSURANCE: NOT TO SCALE �� MARVIN & ASSOCIATES) SCALE: AS SHOWN Traffic,Transportation & Civil Engineers FILE: 19TH-EIO.DGN PROJECT NO.:BO2-05021 1300 North MontTranana 91 Way PH:t406)(406)65-4991 SHEET EE 10OF IB Billings,Montana 59T02 FAX:(4a5)655-0991 Vo Z ° N 0 1201240 VOLT v SERVICE ` W AWG NO.2 F_ —— ————I CIRCUIT BREAKER 100 AMP,2 POLE, SERVICE RATED SINGLE THROW 200 AMP METER ,.. ■ MAIN I PHOTO-ELECTRIC I I CONTROL - MOUNTED ON POLE N0. 19 I— --- — 3 AWG NO. 14 CABLE BARE AWG NO.6 -- -- — CIRCUIT BREAKER 18 -INDICATES NEW WATERTIGHT CONNECTOR, GROUND ROD—r I I 30 AMP,2 POLE. SEE DETAIL DRAWING ON SHEET E-12 W u m SINGLE THROW LIGHTNING ARRESTOR ° I AUTO PROVIDE WATERTIGHT CONNECTORS IN PULL (TYPICAL 1 I }--} I SWITCH BOXES WHEN SPLICING OF CONDUCTORS IS REQUIRED. N.E.M. A.CAB TYPE 3R I C 30 AMP RELAY SUPPLY FUSED CONNECTORS THAT ARE MIDGET 2 POLE,SINGLE THROW FERRULE TYPE RATED AT 6 AMPS FOR 250 WATT - AWG NO.6 I LUMINAIRES. I I AWG No.8 AWG NO.10 GROUND TO LUMINAIRES S-3 LUM SERVICE WIRING DIAGRAM X '!O `9• 6 '�SrONA�.tab In Z Lil W CD PHOTO-ELECTRIC CONTROL Z� �Z_ — Z Q Lil Z PULL Box p p Q 15 16 17 18 19 RVP 20 21 22 ;AWGNO. 24 26 °�° z Ln LS I �� a L._-_._---_ AWG NO.10 Y 5 8 9 3 3 S 2 INSIDE POLES (TYP.) Q 4 _ ._-_._._ _ _-_--._ ._._._ _._._-_- W Z -------------- 9-3_ ._ -._ S 3. _-_-_--.-._._._9 3-' ._-_--._._-_-_ 3.3 ._._._.-._._ 520 _.-.-._._._._.- 3._ ----------- - 3 ---------- -3-- ._ ._._._._.-._ 3._ _ 2 W Z Z Z U�w 3 I GROUND (TYP.) POLE BASE (TYP.IAWG NO.10 GROUND (TYP.) GROUND LUG (ivP.l A . .) I CD LLJ CD AWG NO.6(TYP.) ) ! AWG NO.10 GROUND (TYP.) I Z 3 AWG NO.14 CABLE I W Lil AWG NO.8 ITYP.) Q I s m S-3 CD VT C.A.D.: KRH DATE: 9/14/06 REVISIONS: WIRING DIAGRAM NOT TO SCALE APPROVED BY: QUALITY ASSURANCE: SCALE: AS SHOWN �� MARVIN & ASSOCIATE EILE:_L9TH-EFI.DGN Traffic,Transportation & Civil Engineer PROJECT NO.:Boz-osozl 1300 North Transtech Way PH:(406)655-4550 Billings,Montana 59102 FAX:(406)655 1991 SHEET E=1 I OF 18 TYPES I,6, 1 1 & 16 TYPES 2,7, 12 & 17 6" x 6" PRESSURE TREATED WOOD POST 3m IN LENGTH. 0 NON-FUSED BREAKAWAY FUSED BREAKAWAY Z m IDENTITY DESCRIPTIVE o SYMBOL & 4 O NO. SERVICE RATED WIRE SIZES AMP METER N.E.M.A. TYPE 3R MAIN N 'o e CABINET 1 o - � W 2 � 2" CONDUIT BODY W O PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER- - 2" RIGID STEEL CONDUIT 8 RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL 2" RIGID STEEL CONDUIT 5' MIN. o' 3 1O IN THE GROUND OR INSTALLATION IN SUNLIGHT. WIRING AS REOUIRED 6' MAX. ,y e EACH HOUSING SHALL PROVIDE A SECTION TO FORM NN 8 A WATERTIGHT SEAL AROUND THE CABLE AND A V 4 e e SECTION TO PROVIDE A WATER-SEAL BETWEEN THE CONDUIT & WIRING— — 3'i" SCHED. BO TYPES 3,8, 13 & 18 TWO HOUSINGS AT THE POINT OF DISCONNECTION. A$ REOUIRED PLASTIC CONDUIT _ Z 8 I BARE N0.6 AWG N 3 8 EACH KIT SHALL BE SUPPLIED WITH SUFFICIENT 5 SILICONE COMPOUND TO LUBRICATE METAL PARTS re 6 W 0 AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. o 6 0 WHERE INDICATED A COPPER PIN AND A COPPER RECEPTACLE BOTH OF AT LEAST 90% CONDUCTIVITY 120/240 VOLT 3" Min. 7 6 I FUSED BREAKAWAY SHALL BE CRIMPED TO THE CABLE. THE RECEPTACLE UNDERGROUND AA SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN 3, SERVICE C e V U THROUGH THE USE OF A COPPER BERYLLIUM SPRING 8 6 I AND SHALL BE EGUIPPED WITH A DISPOSABLE 6'Min. MOUNTING PIN. THE PIN SHALL BE OF AT LEAST -J%" x 8' 6 HALF-HARD MATERIAL AND THE CRIMPING PORTION / COPPERWELD 9 6 6 SHALL BE FULLY ANNEALED WHILE THE REST OF GROUND ROD 6 THE PIN IS MAINTAINED IN ITS ORIGINAL STATE OF 10 6 HARDNESS. THE RECEPTACLE SHALL BE FULLY — ANNEALED. THE PIN AND RECEPTACLE SHALL LOCK TOGETHER SO THE CONNECTION WILL BE MAINTAINED 11 a WHEN A MINIMUM FORCE OF 20 POUNDS TENSION TYPES 4,9, 14 & 19 IS APPLIED TO THE ATTACHED CABLES. 12 e FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF SIDE FRONT SPRING LOADED 90% CONDUCTIVITY CONTACTS FOR 4 GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. 13 4 1O 0 THE CONTACTS SHALL BE FULLY ANNEALED AND 4 ADAPTED TO BE CRIMPED TO THE CABLE. S-1 & S—Z NON-FUSED BREAKAWAY 14 4 4 DUAL TYPE "C" ELECTRICAL SERVICE DETAIL •: E 4 NOT TO SCALE 15 4 r�NAI E 16 p 0 Ln 17 Q Z 1p TYPES 5, 10, 15, 20, 21 & 24 TYPE 22 & 23 G" x 6" PRESSURE TREATED Ld 18 ,,�I.{/MV Ip WOOD POST 10' IN LENGTH. LLJ 10 0 9 CD o 19 10 m m CL z to 0 0 0 o Z 20 NON-FUSED NON-BREAKAWAY NON-FUSED NON-BREAKAWAY SERVICE RATED CD CD "� 200 AMP METER N.E.M.A. TYPE 3R N Z cr a 21 MAIN CABINET ] Z ¢ w w LiJ Z o e a pM¢ w 22 2" CONDUIT BODY Z o u 1 2" RIGID STEEL CONDUIT N o6 CD of> 23 6' MAX, WIRING RIGID AASSTEEL ]C REOUIRED d N J W Q In Z 24 a ° WATERTIGHT CONNECTORS Y4" SCHED' 80 CONDUIT & WIRING �-g �m PLASTIC CONDUIT AS REOUIRED Ln L1J w ­ NOT TO SCALE I BARE N0.6 AWG CD W O Z w =D CO 0 w Q Z as W W Q LD 3" Mtn. ~ PHOTO-ELECTRIC CONTROL 120/240 VOLT = w TO BE INSTALLED WITH A UNDERGROUND Ld MIN. OF 2" STANDOFF SERVICE 3' CT 3 FROM POLE 6'Min. 8 " x 8' _ TWISTLOCK TYPE O COPPERWELD PHOTO-ELECTRIC GROUND ROD CD CONTROL c/T CONDUIT OUTLET BODY C.A.D.: HRH DATE: 9/14/06 FIELD DRILL AND REVISIONS: TAP HOLE IN POLE FOR 1112" PIPE SIGNAL OR FRONT SIDE LUMINA PE POLE APPROVED BY. S-3 OUALITY ASSURANCE: SINGLE TYPE "Crt ELECTRICAL SERVICE DETAIL NOT TO SCALE MARVIN & ASSOCIATES' SCALE: As SHOWN INSTALLATION DETAIL FOR �A FILE: 19TH-EI2.DGN PHOTO—ELECTRIC CONTROL Traffic,Transportation & Civilfngineers PROJECT ND.:BOZ-05021 1300 North Transtech Way PH:(406)655-4550 SHEET E_12 DE IB NOT TO SCALE Billings,Montana 59102 FAX:(406)655-4991 POLE SHAFT SIGNAL ARM FOUNDATION TYPICAL SIGNAL MOUNTINGS TABLE I O O O O A O O O O O O O O O � ® n ® V CD o B C D ANCHOR BOLTS E F G M N a a> TYPE l I) LOWER SHAFT 15'.20',25',30' 18" SO, 171/y" 1'/z" I Y4"x 84"x 6" (OVERALL-90") 17" So. 19" 1"- 8 UNC - 5" A325 I'/z" 1'/z" 8 B'0" 7'6" 2'6" r TYPE (2) LOWER SHAFT 35'.40',45- 19" SO. 19" 1'/z" I�"x 84"x 6" (OVERALL-90") 19" SO. 20" 0/" - 7 UNC - 6' A325 IY" I-." 8 1.1. 1'6" 2'6" TYPE (2) LOWER SHAFT 50' 19" 50. 19" 1'/2" 1Y4"x 84"x 6" (OVERALL-90"1 19' SO. 20' 1'/4' - 7 UNC - 6" A325 IY4" Ij;" 12 12'0" 11'6" 3'0" l /I LJ c TYPE (3) LOWER SHAFT 55',60' 20" SO, 20' 1�" 2"x 84"x 6" (OVERALL-90") IT' so. 20" 1'/z' - 6 UNC - 6" A325 2" 2" 13 13'0" 12'6" 3'0" O c T O 1 ® ® ® SIGNAL CE c MASSTANDARM PIPE BRACKETS FOR POLE MOUNTING ELEVATOR PLUMB IZ ER AMSHELL ARD POLE MOUNT( W MOUNTING TRAFFIC AND PEDESTRIAN SIGNALS MAST ARM MOUNTING EDESTRIAN SIGNALS ONLY O MOUNTING POINTS TABLE 2 *I 2 *3 *4 *5 *6 *7 *8 *9 *10 NOTES SIGNAL ARM SLIP JOINT ■ EMERG.VEHICLE SIGNAL SIGN PANEL SIGNAL SIGNAL SIGNAL LUMINAIRE SIGNALS PED.SIGNAL CONTROLLER CAB. END SECTION WITH BASE SECTION WITH ifl DETECTOR DESIGN STANDARDS IN ACCORDANCE WITH THE 1994 AASHTO STANDARD SPECIFICATIONS FOR Y4" HOLE FOR 5/s" FIELD DRILLED HOLE NOTE-USE PIPE BRACKETS TO MOUNT w STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS (AND ANY BOLT FOR 5/q BOLT TRAFFIC AND PEDESTRIAN SIGNALS ' DESIGN AREA 12.0 SO.FT. NIL B.0 SO.FT. 9.0 SO.FT. 9.0 SO.FT.9.0 SO.FT.3.3 SO.FT, 9.0 SO.FT. 3.0 SO.FT. 4.72 SO.FT. AMENDMENTS THERETO), - TO THE POLE SHAFT UNLESS Z DESIGN WEIGHT 135 LB. NIL 100 LB. 105 I.B. SE A DESIGN WIND VELOCITY OF 90 MPH. B. 105 LB. 105 LB. 75 LB. 210 LB. 80 LB. 200 LB. OTHERWISE SHOWN ON THE PLANS. N J DESIGN AREA - AREA WITH MAXIMUM WIND LOAD (WIND IS PERPENDICULAR TO STANDARD, AS SHOWN). 5/°"THRU o DRAG COEF.(Co) 1.2 NIL 1.2 1.2 1.2 1.2 0.5 1.2 1.2 1.2 B0 DESIGN WEIGHT = DEAD LOAD. FIELD ASSEMBLED B LT m TO ACHEIVE A SNUG DESIGN ALL TYPE (1) LOWER SHAFTS FOR A 30' AND A MOUNTING HEIGHT OF 45'. TIGHT JOINT (MIN. BASE SECTION END SECTION OVERLAP NOT LESS SPAN OA DESIGN ALL TYPE (21 LOWER SHAFTS FOR A 50' AND A MOUNTING HEIGHT OF 45'. THAN AP2. FT 1. LENGTH LENGTH TABLE 3 DESIGN ALL TYPE (3) LOWER SHAFTS FOR A c 60' AND A MOUNTING HEIGHT OF 45'. 55' 2.60' 45.00' 1 5' 20' & 25' 1 30',35 .40 & 45 S0', 55' & 60' PROVIDE ANCHOR BOLTS CONFORMING TO ASTM F 1554 OR EQUAL. GALVANIZE AND THREAD THE TOP END (12" MIN.1. 60' 1: 60' S0.01' A MTG.PTS. *I,*2 &*3 *1,*2.W 3 &*4 1 *1,*2.*3.*4 &*5 *1,*2.*3.*4,*5 & *6 CALL OUT WELDING PROCEDURES, SYMBOLS, BASE METAL SPECIFICATIONS AND GRADES PRIOR TO FABRICATION OR APPROVAL. 10 UNC - 3" A325 (TYP.I GALVANIZE POLE SHAFTS, ARMS, AND ACCESSORIES PER ASTM A123. GALVANIZE HARDWARE PER ASTM A153. MATCH SIDEWALK -7-- ELEVATION IN O BEVEL) 2" BEVEL - i EXPANSION AREAS WITHOUT 10" - + 15' REMOVABLE J IN SIDEWALK CAP � *7 CURB&GUTTER 141/z 2" SCHEDULE 40 A53 PIPE THREADED AO SCHEDULE SIDEWALK FOU\ =IIFOU 21 " 1 (BREAK SHARP EDGES FOR A53 PPE (BREAK SHARP EDGES 2" SCHEDULE 40 A53 PIPE NDATION WIRE PROTECTION( FOR WIRE PROTECTION) (BREAK SHARP EDGES FOR WIRE PROTECTION) II UNC - 212, A325 (TYP.) *2 1 FOUNDATION BEVEL DETAIL T" t SIGNAL MAST ARM FIL LUMINAIRELER MAST ARM 9V2" 1- 7" i WELD HOOK TO POLE * �L *1.*4,*5 &*6 MATERIAL LUMINAIRE ARM ' SHAFT FOR SUPPORT 45°(TYP.) 3 _ MIN. II GAUGE m e I OF WIRE CLAMP ---- --- __ - L I/4" I I%{ SCHEDULE 40 A53 PIPE - _ T -_ I A- � * I T I I - - '/�" PLATE TOP, (BREAK SHARP EDGES FOR "0�! ,�41' PLATE BOTTOM AND SIDES O WIRE PROTECTION) I 6i/z" 61/Z, 21/Z UPPER SHAFT y'll 2 MIN.11 GAUGE 1 `�••,•• I~ 1" TRIAN PLATE PUDSHSBUT ON c ^S _ (TYP.) 2" SCHEDULE 40 A53 PIPE FOR *1,*2,*3.*4.*5 &*6 FOR *7 WHEN SPECIFIED -�gg.� 36971 (BREAK SHARP EDGES FOR LUMINAIRE ARM CONNECTION WIRE PROTECTION) COUPLING DETAIL NOTE-SUPPLY REMOVABLE METAL „ CAPS WITH EACH COUPLING ON AL t EXCEPT FOR*B. *9 &*10. (NOT APPLICABLE TO*8.*9 &*10) NOTE-LUMINAIRE ARM AND SIGNAL ARM ARE N THE SE UPPER VERTICAL)PLANE, ON THE 2'0" MIN. SHAFT SAME SIDE OF THE POLE. 3'4" 1--- ANCHOR BOLT Z 2" BEVEL PROTRUSION LAJ 12'6' O 5" To 71/a" m !1 2'6" *2 12 FACE OF CURB W m 0 i REMOVABLE CAP 12 SEE SIGNAL 4" x 6'/z" SCHEDULE FOR CDHANDHOLE SHE GHTG AND COVER 6" 3'O 2'0" 3 ( I I 6" d O @ 0 ' I I LOWER SHAFT 3 *5 *6 I Z COPPER GROUNDING O yI PLATE TOP. SIGNAL ARM STRAP BETWEEN I -CLASS "DO"44- W Z A36 PLATE O I I BOTTOM AND SIDES MIN.7 GAUGE ANCHLOWER SHAFT CONDOU 7 BAND BARE it I FOUNDATION OCONCRETE ¢ a O I MIN.7 GAUGE AWG N0.6 GROUND I ' Z UPPER SHAFT I I *8 IS ELEVATION AT BOTTOM OF TRAF. WIRE I N.6 CD p SIGNAL HEADS (FIELD MOUNTED) Q Yi" PLATE 5° cJ Y J z *9 IS ELEVATION AT BOTTOM OF PED. 6 W¢ Z A36 PLATE SIGNAL A R M CONNECTION SIGNAL HEADS IF EL MOUNTED) MIN. 3" f� -� 0 s *10 IS ELEVATION AT BOTTOM OF g OF d6 REBAR CD N CD CONTROLLER CABINET (BAND MOUNTED( OM LONG (TYP.) Q W Q 13"I S0. EQUALLY SPACED Q Z m -, 3" THREADED SCHEDULE 40 A53 PIPE. 10*0" I¢W * D ARROW TO BE LEFT OR RIGHT, BPPUSH PROJECTING FROM SHAFT 2 WITH N OTE( LOWER SHAFT OR BOTH AS REQUIRED. FOR REMOVABLE CAP, BREAK SHARP EDGES T�0^ ANCHOR BOLTS SHALL BE Q FOR WIRE PROTECTION. INSTALLED VERTICAL IN 15" 4' x 6'/2" 5" x 7Y." ALUMINUM ® 4'0" FOUNDATION. _ m x 45°(TYP. 1 HANDHOLE SIGN, BLACK LETTERS ''/z" NUT HOLDER I AND COVER ON WHITE BACKGROUND. �� 2 A � 3 A S T A N D A R D S 2 6" m FOR GROUNDING BACK OF CASTING SHAPED TO FIT CURVATURE OF POLE. O NOTE-A HANDHOLE DETAIL a m A36 PLATE AND A NUT HOLDER i IB.. A"Y'pP O DETAIL ARE REOU IRED. PROVIDE A REMOVABLE N COVER PLATE WITH I 1 PEDESTRIAN PUSH BUTTON SIGN REBAR F HOOPS SPACED EACH POLE SHAFT. �'- , EQUALLY AT ABOUT PLATE I OD #6 REBAR I'O" CENTERS C $RH NOTE-COVER PLATE DETAIL CURB O LONG (TYP.) 2'/z" CLEARANCE C. DATE: 9/14/06 IS REQUIRED. -LOWER SHAFT 45(2 YSIONS(45`(TYP.) TERMINAL USE GRADE 60 REINFORCING STEELCOMPARTMENT--SHAFT TO SHAFT _ 0 TYPICAL FOUNDATION POLESLOT = ANCHOR BOLT r " (TYP.) � $HAFT APPROVED BY. MOUNTING PLATES DETAIL - SIGNAL TYPE 2A TYPE 3A OUAEITYASSURANCB A36 PLATE BASE DETAIL TYPICAL ORIENTATION FOR SCREE As SHOWN �� MARVIN & ASSOCIATES FIEF( 19TH-E17.DGN PIPE BRACKET MOUNTED SIGNALS Traffic,Transportation & Civil Engineers PROJECT NO.:Boz-05021 1300 North Transtech Way PH:(406)655-4550 SHEET E 13 OF 1 B Billings,Montana 59102 FAX:(406)655-4991 • Vo _} N0. 8 CRIMPED HIGH CARBON STEEL z � WIRE SPACED AS SHOWN. 6 ONE WAY, _5 THE OTHER WAY. ANCHOR BOLT PATTERN an (VERIFY BEFORE PLACING ANCHOR BOLTS) 4 0'/z" o o c +++ 261/2" + D W w +++++ 4- TYPE��" TYPE "P" CABINET TYPE "M" W m CABINET W B Eu 1A C L 13 NOTE: NOTE) BRASS J BOLT WITH PROVIDE PULL BOXES CONSTRUCTED OF CLASS "OD" CONCRETE OR EOUAL LOCATE CONDUITS NEAR THE CENTER OF THE LOCATE CONDUITS NEAR THE CENTER OF THE J I" DIAMETER BEND PEDESTAL - BETWEEN 6" AND 10" FROM PEDESTAL - BETWEEN 4" AND B" FROM c J THE FRONT OF THE CABINET. THE FRONT OF THE CABINET, W f m r2 W -{ 2 L2 EXTEND CONDUIT 2" TO 4" ABOVE THE EXTEND CONDUIT 2" TO 4" ABOVE THE CONCRETE PEDESTAL. CONCRETE PEDESTAL. _ 3v2° rDW 2" VV IOL DREINFORCED CAGENO. 16 GALVANIZEDYi'. MESHSS HOLD DOWN BOLTo WITH HEXAGONAL BRASS NUT ELECTRICAL BOND. NO.6 AWG A C COPPER OR EQUAL PULL BOX - CONCRETE 3"� CONCRETE SIDEWALK OR ASPHALT MINIMUM DIMENSIONS . _ .•. rr.'II n.'IIIr 'II'. }III'II ' 'II' ,,, CLASS D'. CONCRETE TYPE 1 TYPE 2 TYPE 3 u n u lul II n' FOUNDATION `ONTq'ry% n II v u Inl n COMPLETELY SEAL THE BASE un II uv d;••"••••'•••,9 • n II a nn n nun II _ L = 19" L - 25" L = 33" :n II a Ilu n OF THE CABINET BY PLACING no u n �::ROBFR7 rr II n.II II II SILICONE SEALANT BETWEEN W 13" W = 16" W 20" 2 O UJI 'I " "" " °' THE CONCRETE PEDESTAL "" °v 'I �'," SCHEDULE 80 9-CJ �rr II a nu n � Ilu u n 0 12" D = 12" 0 = 12" rr v n u nu II AND THE BOTTOM OF THE II(I'll vu PLASTIC CONDUIT ?�'n n n nu II nu II n. D L = 14" 1 D L = 20" 1 D L = 28" STUB CONDUIT 4" TO 6" n v n.nn CABINET II II u n 1 BARE AWG NO. 6 •„'tip""'•EF- D W 8" 1 D W = II" I D W = 15" ABOVE BOTTOM OF PULL BOX DRAIN "T==� II nu .��=T q'0" on II Nal 23" II n n n u n C L = 15" C L - 21" C L = 29" Q ' u u � u nu v u'II C W = 9" C W = 12" C W = 16" CONDUIT IN PLACE v u'nu / v v II AS REOUIRED n nn v -L N q^ n II v f— u,nn u'u 3" MIN. Z NOTE: WHEN REPLACING AN EXISTING O o v u n u n l l L.J PULL BOX, ADJUST CONDUIT00 " "'I CONCRETE PAD r`r II II II II II O II II II °II II v Li.l STUB HEIGHT ACCORDINGLY. O 1" CLEAN STONE O DRAINAGE NO HIGHER ------------_, tl \ _-- tl ---_ CL- THAN 2" INSIDE '�� x 8' ° COPPERWELD BOTTOM OF PULL BOX - v v GROUND ROD v v Z PULL BOX INSTALLED IN A SIDEWALK OR ASPHALT C)UZ J _I J B D >WZ a8w CD Q x ELECTRICAL BOND. NO.6 AWG m ~ M COPPER OR EQUAL CONTROLLER CABINET MOUNTING N Z i- STUB CONDUIT 4" TO 6" CD Jn ABOVE BOTTOM OF PULL BOX mi o 3 12 CONCRETE PEDESTAL DIMENSIONS w Q Z (L a LLJ /2. A B C D E F w Z O . TYPE N 2' 10" 3TYPE 3'2'1'T„ 2'0.. 2,0„ 3,0T" 2'O.. 2'O,. 3.0�� CD w O 0.- 12" CONCRE CONCRETE PAD Q CO o TYPE P 4'0" 4'4" 2'4" 2'9" 2'0" 3'0" W Lil 23" Rl" TYPICAL CABINET DIMENSIONS do CONDUIT IN PLACE AS REOUIRED ~ WIDTH HE1C1/I DEPTH � TYPE V 2'6" 4'2" 1'5" TYPE P 3'8" 4'6" 2'2" CD _ CLEAN STONE DRAINAGE NO HIGHER THAN 2" INSIDE BOTTOM OF PULL BOX C.A.D.: SRH PULL BOX INSTALLED IN DIRT DATE: 9r14X06 REVISIONS: TYPE "P" CONTROLLER CABINET & BASE DETAIL NOT TO SCALE APPROVED BY: QUALITY ASSURANCE: TYPE 1, 2 & 3 CONCRETE PULL BOX DETAIL NOT TO SCALE .A"AkMARVIN & ASSOCIATE SCALE: AS SHOWN Traffic,Transportation & Civil Engineers FIE: 19114-EILDGN PROJECT NO.:BOZ-05021 1300 North Transtech Way PH:(406)655-4550 Billings,Montana 59102 FAX:(406)655-4991 SHEET EE 14OF 18 Vo Z SCHEDULE 80 TEE `N AND CPVC ADAPTER BUSHING PAVEMENT c 2.25 ksi POLYESTER Z FLEX HOSE LEAD IN o PULL BOX W m O W m ° ° ° ° ° ° ° ° ° ° ° ° ° o ° ° ° ZW DETECTOR LOOP BASE _ Zr W � m DIMENSION AS INDICATED C AA ON PLANS V V I.D. POLYPROPYLENE CONDUIT OR 3'4" POLYVINYL CHLORIDE CONDUIT ELEVATE PULL BOX I/z" ABOVE SIDEWALK LEVEL. SLOPE CONCRETE AWAY FROM PULL BOX IN ALL DIRECTIONS. PAVEMENT DIMENSION AS INDICATED p D. V 4 •....N'......... ON PLANS Q,• ;,�o..... 4, ° o ° Q NUMBER OF TURNS OF WIRE 0 0 0 ° 0 ° 0 0 ° o =w` AS CALLED FOR ON THE PLANS. o 0 0 0 0 0 0 o DETECTOR LOOP ° 0 0 ° o ° ° roNn�t 0 0 0 0 0 0 0 0 0 0 CONDUIT DETAIL DUCT SEAL BOTH ENDS OF THE CONDUIT SCHEDULE 80 PLASTIC CONDUIT to BASE 11/2" CONDUIT FOR I LEAD IN H 2" CONDUIT FOR 2 OR 3 LEAD INS Z PULL BOX & DETECTOR LOOP LOCATIONS 21/2' CONDUIT FOR 4 LEAD INS w CD 2" MIN. CL SAND CONDUIT Z O� —Z NZQ �n >WZ =' ° ° 0 ° ° o° 0000 NEW PAVEMENT Q °° ° °o .0 0 ° NOTES m z o 0 0 0 0° N06p a 3" MAX. ° ° BASE USE STRANDED AWG NO. 14 THHN OR TFFN CONDUCTOR IN 3/e" CONDUIT OR STRANDED m o AWG NO. 12 XHHN CONDUCTOR IN Y4" CONDUIT FOR THE DETECTOR LOOP WIRE. W Q 91 TERMINATE THE LOOP WIRE IN A PULL BOX AT THE SIDE OF THE ROAD WITH A LLJ Z Z 0: CROSS SECTION (FOR NEW PAVEMENT ) Of L Q o MINIMUM LOOP TAIL LENGTH INSIDE THE PULL BOX OF 4'. ENSURE A MINIMUM U— u OF 1' OF THE LOOP TAIL IS ENCASED IN THE 2250 psi POLYESTER FLEX HOSE, AND N W w A MINIMUM OF 3' OF INSULATED CONDUCTOR IS NEATLY COILED IN THE BOTTOM 30 W CD wo OF THE PULL BOX FOR EACH LOOP. Q Z to WW 1" MIN. EMBED CONDUIT AND LEAD IN HOSE IN SAND. AFTER THE DETECTOR LOOP IS IN PLANT MIX —.{WBASE T PLACE, BACKFILL THE SLOT WITH SAND TO A DEPTH OF I" ABOVE THE CONDUIT S AND LEAD IN HOSE. � O'+ CUT THROUGH MDT PERSONNEL WILL VERIFY THE FOLLOWING LOOP CHARACTERISTICS PRIOR TO PAVEMENT OR TO ACCEPTANCE: _ A MAXIMUM DEPTH EXISTING PAVEMENT 1. RESISTANCE OF THE LOOP TO GROUND - A RESISTANCE OF LESS THANOF ZD 8" 100 MEGOHMS INDICATES A FAULTY LOOP. CD 2. INDUCTANCE OF THE LOOP - AN INDUCTANCE OF LESS THAN 100 MICROHENRIES INDICATES A FAULTY LOOP. 3. LOOP RESISTANCE - A RESISTANCE OF MORE THAN 5 OHMS INDICATES A FAULTY C.A.D. [RH CROSS SECTION (FOR EXISTING PAVEMENT ) LOOP. DATE: 9/14/06 REVISIONS: REPAIR FAULTY LOOPS AT NO COST TO THE STATE. APPROVED BY: DUALITY ASSURANCE: J"Plik MARVIN A ASSOCIATES SCALE: AS SHOWN Traffic,Transportation & Civil Engineers FILE:_19TH-EI5_OGN PROJECT NO.:BO2-05021 1300 North Transtach Way PH:(406)655-0550 Billings,Montana 59102 FAX(406)655-4991 SHEET E-15 OF 18 8" YELLOW TRAFFIC SIGNAL WITH 8" LONG o OPEN BOTTOM TUNNEL VISOR, 5" BORDER m BACKPLATE & 91 WATT 120 VOLT CLEAR TRAFFIC SIGNAL LAMP. (TYP. 1 o N SAP `�n a # 6 BARS (3'-7" LONG) 1.0' EDGE OF EXIST. (8 TYPICAL o PAVEMENT 10.0' z v # 4 HOOPS AT EDGE OF i � ° ) ° I'-0" CENTERS � o SIGN PANEL SEE SIGNING PLANS ANCHOR BOLT / W m O (4 TYPICAL ANCHOR BOLT m CIRCLE W - NO.6 AWG BARE GROUND WIRE ° LL OR PIGTAIL EXTENSION SECURED 2-1/2" CLEARANCE UNDER ANCHOR BOLT NUT. v+ 0 =a._�ia ciE+� COPPER GROUNDING STRAP BETWEEN ANCHOR BOLT, CONDUIT & NO. 6 AWG CONDUIT SHALL PROTRUDE FROM W m II II ° T R P R R BA RE GROUND WIRE OR II FOUNDATION AT LEAST 3" 5.0' --—TYPE 1-200 SIGNAL STANDARD ° ii ii ii'u ° EXTENSION. MIN. WITH CAST TYPE BASE AND ANCHOR BOLTS. (TYP. ) JI °iL 2" II° IIII. c 44 VV 41/2 0.D. i� --- STANDARD ° 0 II uII 2'-0" STEEL PIPE - A v i In i_ ii A n n 0 n = P II11•'y V I'/2" SCH. 80 PVC CONDUIT TO CONTROLLER —2' 0"—� 3„ CONCRETE FOUNDATION (TYP. ) -vt SEE DETAIL THIS SHEET i1y gn ,r; TYPE 1-200 SIGNAL STD. FOUNDATION DETAIL ADVANCED SIGNAL WARNING BEACON DETAIL NOT TO SCALE H- NOT TO SCALE Z W W O COMPACED BACKFILL PLACED 2-1 IN 6" MINIMUM LIFTS - O CDO COMPACTED TO 95V DENSITY - — Z u EXISTING FINISH FLUSH WITH SURROUNDING SURFACES cn Z Q w GROUND W Z m •::(IIII Co�Z za IIII ,IIII CD a� IIII•.".'IIII 30 MIN. EXCAVATION 24" Ljj Y J BACKFILL WITH EXCAVATED — ' 'IIII I LIJ Z Z z N MATERIAL (COMPACTED) IIII, •.•IIII I I U Q v VARIABLE 4,0' MIN. IIII. IIII 2.0' MIN. 2.0' MIN, 3 N N p IIII_ 1 3 MAX. ELEV. p=)m a CONDUIT PAVEMENT I DIFF. = 0.5' Q Lj W 0 CONDUIT TRENCH DETAIL COMPACTED III/2" MINUS > SLOPE 2%—� ROAD MIX COMPACTED 1'/2" MINUS Q 10%) I t 1 ROAD MIX NOT TO SCALE BASE COURSE v o.'\ y,. F_ ASPHALT PATCH ___ ter_ _________ _____ NEW POLE �EXISTING GRADE EXISTING GRADE FOUNDATION NEW POLE , FOUNDATION O n C.A.D. [RH Ulffl TYPE 1 POLE INSTALLATION SLOPE FLATTENING DETAIL TYPE 2 POLE INSTALLATION SLOPE FLATTENING DETAIL DATE' 9/14/06 REVISIONS: NOT TO SCALE NOT TO SCALE FLOWABLE FILL CONDUIT APPROVED BY) NOTE — COLD MIXED ASPHALT MAY BE USED FOR A TEMPORARY PATCH QUALITY ASSURANCE( IF HOT MIX ASPHALT IS NOT AVAILABLE. USE FOUR INCHES OF HOT ASPHALT FOR THE PERMANENT PATCH. CUT EXISTING ASPHALT 1" BEYOND TRENCH AND APPLY A TACK COAT PRIOR TO INSTALLING THE PERMANENT PATCH. �� MARVIN & ASSOCIATES SCALE) AS SHOWN Traffic,Transportation & Civil Engineers FILE: 19TH416.DGN FLOWABLE FILL FOR TRENCHES PROJECT NO.)BD2-05021 1300 North Transtech Way PH.(406)655-4550 NOT TO SCALE Billings,Montana 59102 FAX:(406)655-4991 SHEET E 16 OF 18 MAST ARM LENGTH �+ SEE POLE SCHEDULE �+ MATCH SIDEWALK 2" BEVEL - ELEVATION (NO BEVEL) AREAS WITHOUT SIDEWALK y EXPANSION JOINT 2" MAX. Vl j CURB & GUTTER % = 1 =1111 Z z i SIDEWALK FOUNDATION N i W -- m W FOUNDATION BEVEL DETAIL USE GRADE 60 REINFORCING STEEL Z o Nl i �pP i A #6 BARS (T'-I" LONG) � i v (8 TYPICAL 1 0 ` z x#4 HOOPS AT o 1'-0" CENTERS W m / ANCHOR BOLT ° 1 / (4 TYPICAL) ° ANCHOR BOLT CIRCLE i 2-I/2" CLEARANCE VV / %% GROUNDING LUG SECTION A-A / N0. 6 AWC BARE GROUND WIRE CONDUIT SHALL PROTRUDE FROM / OR PIGTAIL EXTENSION FOUNDATION AT LEAST 3" / I i 2" _ 3„ I I I .I I•.°, '•v II �II ° II I•II COPPER GROUNDING STRAP BETWEEN it 'ei5ii v % II li n ANCHOR BOLT,% CONDUIT & NO. 6 AWG o ii l ii ° II'ii BARE GROUND WIRE OR PIGTAIL n °iI II 2'-0" II A A a EXTENSION. i/ FOR MOUNTING HEIGHT °II ii II N ii ii'iII L SEE POLE SCHEDULE � ipaoi �= II �l 697E e•'r'` i � NAt % N a Z LLJ / AS REOUIRED f 2' 6 �1 3 O / FOR MAST ARM (Y / LENGTH i TYPICAL FOUNDATIONS z o� - za o >w Z o 0 0¢ � CO o I BREAKAWAY BOLT z i COUPLING (ONE C a OF FOUR) LY Q LU LAJ Z Z I _ � LD Q z m z IV � 4"x 6" REINFORCED 3O W 0 HAND HOLE & COVER COw I 10 -O BREAKAWAY BOLT I COUPLING W LLJ it C7) n BOLT COVERS ° O I ,° v BOLT COVER I: <' ' C.A.D.: HRH DATE: 9/14/06 i , • REVISIONS: 9/26/06 BOLT COUPLING :i (BREAKAWAY TYPE) APPROVED BY: DUALITY ASSURANCE: BASE FOR LUMINAIRE STANDARDS LUMINAIRE POLE �� MARVIN & ASSOCIATES' SCALE: AS SHOWN Traffic,Transportation & Civil Engineers FILE: 19TH-EIT,DGN 1300 North Transtech Way PH:(406)655-4550 PROJECT NO.:BOZ-05021 Billings,Montana 59102 FAX:(406)655-4991 SHEET EE17T DE 18 2" DIAMETER ACCESS HOLE • g" *2'- 3" - I-Y4" A325 BOLTS USE GRADE 60 REINFORCING STEEL z m 6 A #6 BARS (5'-1" LONG) N MAST ARM LENGTH 1 7/B" �" o: •, lB TYPICAL 1 � v SEE POLE SCHEDULE _ o ° ° #4 HOOPS AT � a , 1'-0" CENTERSBpi" 7" ° ANCHOR BOLT I/4 PLATE (4 TYPICAL ° ANCHOR BOLT CIRCLE W O -Yi" PLATE Z W I" PLATE 2-I/2" CLEARANCE — SINGLE MEMBER TYPE w MASTARM (TYPICAL) SECTION A-A LUMINAIRE ARM CONNECTION GROUNDING LUG = Z Z r W v m 4' THROUGH 1 2' LUMINAIRE ARMS N0. AWL BARE GROUND WIRE FOUNDATION AT LEAST 3" I OR PI CONDUIT SHALL PROTRUDE FROM PIGTAIL EXTENSION I 2" 6" VVi :Hit[1' COPPER GROUNDING STRAP BETWEEN I' •';�<<+t °. li n rr ANCHOR BOLT, CONDUIT & NO. 6 AWG p ' II BARE GROUND WIRE OR PIGTAIL ' A °ii ii A 2'-0" EXTENSION. '� II II I I II ;;II N II 11'll 2" DIAMETER ACCESS HOLE o o ° II �1 Ic (41 Y4" - 10 NC - 2" A325 BOLTS II it io II " A ° # ° v Z ° w w FOR MOUNTING HEIGHT ut ° SEE POLE SCHEDULE ° 0 ° I I B v Q II--- 2'-6„ -7y- '`�•,NT a pq•, 6" I/I' TOP. *:`to BOTTOM & SIDE PLATE 971`/=`' I' PLATE TYPICAL OF ALL FOUNDATIONS °°'°NA�•`'�''` �— I" PLATE Ln MAST ARM CONN. DATA H ARM A B Z W 1 5' 4�i/z., 61/2,. 20' & 25' 5)/4" 7Y4" W O LUMINAIRE ARM CONNECTION J BREAKAWAY BOLT 4"x 6" REINFORCED Z CD HAND HOLE & COVER COUPLING (ONE Z 15' THROUGH 25' LUMINAIRE ARMS OF FOUR) W z a CAST ALUMINUM C) FRANGIBLE TRANSFORMER 3::Z F BASE WITH ACCESS DOOR Ln CD BEVEL - SEE DETAIL Y J ¢ I'-6" EJ THIS SHEET BREAKAWAY BOLT L'iJ Z Z 2 f1f BOLT COUPLING O ME.;u.'ll'.. n. .��� fig ° �r, •u•n'. .u:.•, UVTW -� ° °. n' ° O W O ;I'll II °' II II II, I II ° Cn=Dm °II j°' 6" TO BE FORMED i�i°'" 1: v'. < Z W W w AT THE TOP TO �I Il _= _= A 2'-3" DIAMETER o NOTE-SEE FOUNDATION DETAIL FOR v 2 TOP OF FOUNDATION DETAILS. ° o,' ° F- 4 A HANDHOLE DETAIL AND A 1/2" NUT ° HOLDER DETAIL (FOR GROUNDING) ° '.° ° BOLT COVER = ° a SHALL BE REOUIRED. Z O MATCH SIDEWALK EL Ln ELEVATION (NO BEVEL I AREAS VWITHOUT ANCHOR TRANSFORMER BOLT COUPLING TYPE 10-A POLE SIDEWALK (BREAKAWAY TYPE) (BREAKAWAY TYPE) C.A.D.: KRH JONTNSION _ _ 2' MAX. DATE; 9/14/06 CURB & GUTTER REVISIONS— =���� BASE TYPES FOR LUMINAIRE STANDARDS APPROVED BY: SIDEWALK FOUNDATION QUALITY ASSURANCE: SCALE: As SHOWN FOUNDATION BEVEL DETAIL AAMAL MARVIN & ASSOCIATES' PILE: 191N-E18.DGN Traffic,Transportation & Civil Engineers PROJECT NO.:Boz-osozl 1300 North Transtech Way PH:(406)655-4550 Billings,Montana 59102 FAX:(406)655-4991 SHEET E 1 B OP 18-