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HomeMy WebLinkAboutCollege St & 19th Ave Traffic Signal and Intersection Improvements a W a_ W � V � O U 0 °b co COLLEGE STREET & 19th AVENUE TRAFFIC SIGNAL a h � Z � � � N IMPROVEMENTS a AND INTERSECTION Q 0 a Q N PREPARED FOR: THE CITY OF BOZEMAN PREPARED BY: 'AMRMARVIN & ASSOCIATES Cot Traffic, Transportation & Civil Engineers Fi> SHEET- INDEX OZ 0 1. COVER SHEET, AREA MAP & SHEET INDEX w 3- Q 2. RIGHT-OF-WAY & UTILITY PLAN Q 3. STREET RECONSTRUCTION PLAN o Q w 4. INTERSECTION & DRAINAGE DETAIL 0w Q z 5. 19th AVENUE TYPICAL SECTIONS F-- � f H gi[D6. COLLEGE STREET TYPICAL SECTIONS w � w w urston Rd. cr Z w w ❑�0� 7. STREET, SIDEWALK & DRAINAGE DETAILS w Ob V) 0 t 1000 8. 19th AVENUE CROSS SECTIONS 1 OO 3L®C J ®® LU ®M n 8 9. 19th AVENUE CROSS SECTIONS w z W. In St. LAU 10. COLLEGE STREET CROSS SECTIONS o v, OO �� -- mmm®mmm 11. COLLEGE STREET CROSS SECTIONS � mmm LU E:lm M 12. SIGN SUMMARY Q D a mmm mm B o mmm me ®� EI 13. SIGNING & PAVEMENT MARKINGS W. Col ge 5t. 0 14. SIGNING & STRIPING DETAIL f ❑C m m 15. TRAFFIC SIGNAL PLAN m LpLa Im m THIS PROJECT �� 16. WIRING SCHEMATIC "AS CONSTRUCTED" State! r 17. ELECTRICAL SERVICE DETAIL — — MARCH, 1996 PROJECT NO. i -- Unlversi ADDITIONAL INFORMATION FROM CONSTRUCTION 18. SIGNAL STANDARD DETAIL � + survey By: G.E. RECORDS DENOTED A6 SUCH:(` 19. PEDESTRIAN STANDARD DETAIL RRM Kogy Blvd. Design BY.• ------ z 20. LIGHT STANDARD DETAIL Drawn By: KRH .lucky Rd. ,' 21. CONTROLLER PEDESTAL & PULL BOX DETAIL Check By: RRM Date: 4/25/95 22. LOOPS & SIGN MOUNTING DETAIL REV151ONS: 23. TRAFFIC CONTROL PLAN AS-BUILT 3/22/96 AREA MAP het of Total 1 23 co-i f-n.ux W EXISTING D R/W y LUy i> Z gn I W .c STA. 10+00.0 COLLEGE ST. - Lli oINNNN Q STA. 10+00.0 19th AVE. > CONC. CULVERT 60' ALF COLLEGE STREET 0 O O AT BASE +-+ + +O O I °' '' C O U) I N o CANAL R/W I N BACK a FUTURE In CANAL R/W + /1 m N FIND ALUM CAP BACK B GUTTER (TYP.) '� ggR IDGE & CONC CULVERT 60' WIDE AT BASE / CURBEXISTING - - FND Y.P. - RETAINING WALL - SWART �. - C END Y.P.C. - R/W \ - -L� ~' Co iCO Q 14 %14 STEEL LID HIGH WATER MARK cla O Co s FARMERS CANAL W FARMERS CANAL HIGH WATER MARK i y - - - - - / - --- -- - ------ -- -----------------------------------_----------- - - Z N STEEL LID - - - OHP OHP OHP pl(p OHp OHP U 2' GAS 2" GAS 2' GAS 2" GAS 2' GAS GAS 2' GAS rr _ _ -+y EXISTING R/W I I ~ C EDGE EXIST. OF PAVEMENT MAILBOX 4' W 4" M 1 . 14 W-__ I I 14' W I Pk Nn, Q C _ 0 �I 36" RCP I STA. 9+5 I.T, 43.2 AT.(COLLEGE) II BEGIN NEW CURB TURN a ((BACK OF CURB) Q _ STA. 9+11.7. 43.2' RT. (COLLEGE) EDGE T. OF BEGIN NEW CURB .GUTTER NEW CONC. CURB! ^24' CAN, IBACK OF CURB) I�I GUTTER (TYP.1 PAVEMENT I r OHP H OHP GHP OHP OHP OHP OHP 24' RCP �_ - - --- B.M. - 1- -EXTEND EXIST. 36' RCP /1 NEW 36' RCP I,/F.E.T.S. CONSTRUCTION 36, CMP LIMITS (TYP. I EDGE OF NEW n BACK OF FUTURE PAVEMENT J I NEN 24" '•r.•N TA�1 CURB & GUTTER (TYP. ) TEL TEL TEL TEL - - - 18" F E.1.S EXISTING CONCRETE SIDEWALK 24' CIP ' ' • x NEW 36' RCP% •+� - r"N II REBAR W/F.E.T.S. NEW 24' RCP v/ EXISTING X W T INC F.E.T.S. r IIEXISTING r i STA.9+20.6 R/W r BEGIN 30'CONST.PERMIT STA. 9+ .6 23.0' LT.(19th) 31 STA.9+40.5 END NEW CURB TURN END 30'CONST.PERMIT (BACK OF CURB) Z UTILITY RELOCATIONS (BY OTHERS) LU STA.10+30.6 BEGIN 50'CONST.PERMIT CONSTRUCTION LIMITS: COLLEGE STREET LLJ z LU I I EXISTING STA.10+55.6 1 R/W 11+0�END 50'CONST.PERMIT & BEGIN 20'CONST.PERMIT /TOF OF CUT STA. 4+85.2. 32.2' RT. POWER POLE MOVE 36' RT. z 0 J Z CUT SECTION ! STA. 6+q5.3. 32.6' RT. POWER POLE MOVE 36=f++r 40' RT. � W 0_, � z I I CANAL R/W STA. 7+89.4, 32.4' RT. POWER POLE MOVE 36' R+-40' FIT, Q / TOE OF FILL - - _ STA. 9+41.6, 30.T' RT. POWER POLE -•• �REMOVED _ Q - �-•- STA. 9+41.2•I 74.1' RT. POWER POLE MOVE 6' Rf. 10' RT. - L z J' STA. 10+60. 53' RT. NEW POWER POLE C PAVEME T GRADE AREA BETWEEN EDGE OF NEW � PAVEMENT AND EXIST NG IRRIGATION CANAL STA. I1+22.5, 28.3' RT. POWER POLE REMOVEDU 0 0 STA. 13+31.3, 27.2' RT. POWER POLE MOVE�T+ I V RT. Cl5 �x REMOVE- O EDGE LANDSCAPE + W ABANDONED CONC. + O c EDGE LANDSCAPE O SPILLWAY STA.10+85.6 COLLEGE STREET + _ - LLJ END 20'CONST.PERMIT In „ O+ BACK OF FUTURE LW F- A PPROACH c N CURB&GUTTER (TYP.) / 0 FOUND SECTION CORNER SCALE I" = 2U z Q +. TEL :TEL _ _ STING L TEL V) >> _ - EXISTING LU -g- - - -�� AS - GAS 2' GAS z" GAS LEGEND J Z L� -OHP 2 GAS P 2" GAS 2" GAS . 1. -b = O O O O O O O O O O i m ROCKER 44 =FOUND SECTION CORNER O (n - 14' W I q• W I I 14' W 14" A 14' W EDGE EXIST. T. OF I I PK NAIL SURVEY CONTROL POINT PAVEMENT LL Cr PK NAIL MAILBOX ■ •POWER POLE LL _ - - - - - - - - - II } Q 14 131I 24cc ' CMP w/ EDGE OF NEW = II 24' CONC NEW ASPHALT APPROACH- I /SOUTH END EXISTING pAVEIENT / THIS CONTRACT pQ =WATER VALVE Y BURIED R/W ITS NEW CONC CURB• I EXISTING EXISTING FIRE HYDRANT GUTTER (TYP.) .0 R/W r OHP F� 1 OHP OHP - ' - - - - ® =STORM DRAINAGE MANHOLE OHP OHP L OHP CE1 24' RCP 1 L I EXISTING CONCRETE SIDEWALK 1•SAW�- =SANITARY SEINER MANHOLE E TIN CO RET SID AL -- ' 7E ___ _ ` v =SIGN POST .... ____________________________ _al�Uk _____II_! --I BY OTHERS WALK - CURB■GUTTER (TYP.) CONIFER TREE -�1 BACK OF FUTURE PRONE T NEW 6.0' SIDEWALK r _ __ rn- -----=�--C----------�-� I OI„ REBAR ` i i i n i CONSTRUCTION Q =TELEPHONE RISER G.E. • NEW 6.0' w10E SIDEWALK STA. 11+49.I• 31.2' RT. d III I $uNa 1.0' BEGIN TRANSITION T I I I NEW RNV LIMITS (TYP.) Y BY: STA. 10+4T.B, 33.2' RT.ICO.LEGEI NEW 6.0' HIDE SIDEWALK , II 24" � ,. END NEW CURB TURN NEW RNV I 1 1 RRM - r (BACK Of CURB( ® =ELEC TRANSFORMER BOX Design BY: NEW POWER POLE w/ I II II I =FENCELINE Drawn By: KRH NEW 24' RCP W/ OVERHEAD POWER DROP RELOCATED FENCE STA.13+80.0 ' I I '1 I =OVERHEAD POWER F.E.T.S. STA.10+60.7 TO SIGNAL POLE II " -" RRM RNV E%.fLW RAN_Ex'RW i i I 1 UNDERGROUND POWEP Check By: BEGIN ACQUISITION „AS CONSTRUCTED" END ACQUISITION , ,,, ,1 , _ 11 11 I NEW APPROACH TO - --- =UNDERGROUND TELEIII�vI '�Int Date: 4/25/95 57A. 9+q1.9, 23.0' AT.119tn1 MARCH, 1996 I WI 11 I 16U FANCY HOUSING PROJECT- -14•W =WATER LINE BEGIN NEW LURE TURN I 1I 11 BY OTHERS REVISIONS: IBACK OF CURB) i ii 11 i •FL DITCH AS 3/22/96 EXISTING ADDITIONAL INFORMATION FROM CONSTRUCTION -rWAW SANITARY sF�EF: 11 1 R/W 9+00 I I I I I I Sheet Ol Total RECORDS DENOTED AS SUCH:(l.^y^V^'/ I W 1 I W 1 -rwW •NATURAL GAS LINE AI I 1 EDGE OF NEW I I 1 Co 19 II NW 2 23 PAVEMENT (TYP.) m CONTROL POINT Lu UTILITY ADJUSTMENTS (THIS CONTRACT) STA. I4+21.11 DO NOT DISTURB Q N. 5474.2746 _ W COLLEGE STREET E. 4941.6194 PK NAIL STA. 10+55.8, 2.1' RT. SECTION CORNER (COLLEGE ST. ) V 9 > STA. 6+40.8, 28.1' LT. WATER VALVE O U C STA. 9+36.7, 9.9' LT. WATER VALVE NEW BENCH MARK N O3 G STA. 9+87.5, 6.9' FIT. SAN. SEWER MH. STA. 10+44.8, 30. 1' RT. WATER VALVE FRO I'IRON PIPE` S+A. 9+00-^o ,-ti--�--- - H G Zr) W Q /SECTION LINE STA. 10+55.8, 2. 1' RT rrr rT Q C STA. 10+60.0, 8.8' LT. WATER VALVE Z (� I I I/ SECTION CORNER BRASS CAP (COLLEGE ST. ) STA. 14+09.7, 11.4' LT. WATER VALVE LU r 0 m > ! STA. 12+90.0, MATCH EXIST. RELOCATE EXISTING FENCE a S 19th AVENUE Q I i I ! EDGE OF PAVEMENT, L END TRANSITION, 18.3' RT. & COLLEGE STREET p STA. 5+93.1, 13.4' LT. SAN. SEWER MH. m END OVERLAY _ eLDc '^ I STA. 10+96.4, 47.9' RT. TO ` I� N STA. 10+28.6, 24.1' LT. WATER VALVE W Qi 13+00 STA. 13+74.7, 46.7' RT. /Zj ! � v OVERLAY TRANSITION AREA GRAVEL Iln! SEE DETAILS ON SHEET 7 RELOCATE FIRE HYDRANT 10.0' GRAVEL APPROACH TRANSITION AREA - "PPaoecBO% 1 SCALE I" = 50'by Of ! �v �j S. 19th AVENUE Q SEE DETAILS ON SHEET 7 ¢I I EDGE OF NEW MARK (TO BE RE ) S ! PAVEMENT STA. 9+55.9, 54.6' RT. TO STA. 9+52.0, 59.0' RT. O MOOT BENCH M HE SOUTHWEST cxs I I (SEE DETAIL ON SHEET NO. 41 CORNER LEGE ST. & 19th Y I 12+00 4847.78 �Q RND%'REeAa Q Lu ,, P 10.0' GRAVEL APPROACH TRANSITION AREA - La Z SEE DETAILS ON SHEET 7 - b > - 1' STA. 1 1+34.0. 23.0' RT. P.C. STA. 13+54.9, 22.6' RT. Q _ BEGIN TRANSITION 25' RADIUS STA. 10+00.0 COLLEGE ST. PrW I ^ 10.0' GRAVEL APPROACH TRANSITION AREA - r STA. 10+00.0 19th AVE. p I\OANAL ar" SEE DETAILS ON SHEET 7 O N. 5053.1637 Z I 10.0' OVERLAY TRANSITION AREA - N I II STA. 10+60.0, 23.0' RT. f191h1 10.0' OVERLAY TRANSITION AREA - E. 4939.B432 END RADIUS SEE DETAILS ON SHEET 7 SEE DETAILS ON SHEET T (n REBAR QI I I �' Rr• 11+00 la O O O O O 00 00 coxc.cuvERT co'WIDE 00 O g 1 O O O O O P.T. STA. 14+29.9. 19.5' RT. O H � I O + + Q u O + + AT BASE '+ GRAVEL + + ± a M - - 25' RADIUS Ln t0 , [- APmoacX GD uuW ur - Eoc[uxosurE CONTROL POINT ,•••, TA..,, ARAxoaXEo coxc.STA. 10+68.2, 14.8' LT. (COLLEGE)- EDGE LANDSCAPE STA. IS+14.58 RN TWO.P.C. 'P.c.\I eR.CE a sNMT coxc cUL VERI 60•.eE.T a"s[ � O N \11 \ a srauA. MATCH EDGE OF EXIST. PAVEMENT sPN"L' •��!•;••""'•'•••.1 ' vPROAa N. 5052.9001 NIGX WATER WARL--- / AP V GRAVEL APPROAC- FARMERS CANAL / RrW E. 5454.4219 pOBERi R. OVERLAY TRANSITION AREA - FARMERS CANAL X WATER_ / TEL Q SEE DETAILS ON SHEET 7 ----o•��o.----------- -------- -......-------- -------- zJ CAS- - ----- iz _ EL __._ arW ' As }_c.s _ z�C4s_ __ 2 } rxD nax Pvc CONTROL POINT - -- EDGE ERKi, Di PAVEIENT/' - WleoR - - - IA W R N - - - i, "- t ar�NERr �A.W ,A SECTION LINE STA. 3+91.60 " ' I� " S89'S8 30 E �� W RrN P[NA4' WlRO --- EDGC g T. f- 89_58 I5 E _ P.E�x P N. 5053.4300 -------- 14 -- --- - -- E. 4331.4417 a PR wAw __ ��SECTION LINE_ _ Tc•Ra�I 1souTR __ _ - Y _ _ _ auaFo - OVERLAY TRANSITION AREA - - EDGE EX21.Of II _ SEE DETAILS ON SHEET 7 STA. 4+43.8, MATCH EXIST. }'•Cr OXr POAWP wP_�--_�_=�P EXIST wc cacRE*E soEWux EXIST, EDGE OF PAVEMENT, • _ BEGIN TRANSITION, 15.2' RT. & I N W NCH MARK W RERAR RLeAR xE. __ =====i)1. __ # R.=25' EDGE OF NEW BE RESET AT THIS SE I I Ili H I =� (TYP. ) STA. IS+18.0, MATCH EXIST. BEGIN OVERLAY LOCATION PRIOR TO I ) I u N I EDGE OF PAVEMENT, PAVEMENT T za ACA STA. I I+49.1, 31.2' RT."r" u R I TEL TEL IR BEGIN TRANSITION 18" RCP CULVERTS - END TRANSITION, 15.8' RT. & (n ------ EXISTING CONCRETE SO WA R EDGE OF NEW u R PAVEMENT i ° I I BY OTHERS END OVERLAY z }A'CAP x x x RE AR ~ I, P1._ I 9+00 STA. 10+47.8, 33.2' RT. (COLLEGE) i1 u1 NEW ASPHALT APPROACH - THIS CONTRACT W I_ STA. 7+47.1, 43.2' RT. �e'C I REMOVE EXIST. i D R I EXTEND EXIST. 24" CMP 1 END NEW CURB TURN SIDEWALK 11 I MATCH NEW ROADWAY TYPICAL SECTION W/ NEW 24"x6' CSP W/ F.E.T.S. & END TRANSITION (BACK OF CURB) I ° ° Z TRASH GUARD STA. 9+11.7, 43.2' T. (COLLEGE) I I ni NEW APPROACH TO W O Q STA. 9+q1.9, 23.0' RT. ( 19th) BEGIN NEW CURB & GUTTER W NEW 6.0' SIDEWALK MSU FAMILY HOUSING PROJECT - CL MODIFY EXIST. DITCH ALIGNMENT COLLEGE STREET ! BEGIN NEW CURB TURN (BACK OF CURB) BY OTHERS W � AS REQUIRED TO INSTALL NEW PIPE � (BACK OF CURB) EXTENSION & F.E.T.S. STA. 9+51.7, 43.2' RT. ( COLLEGE) Q z BEGIN NEW CURB TURN EDGE OF NEW Q (BACK OF CURB) R PAVEMENT - 0 U STA. 9+31.6, 23.0' LT. ( 19th) 8+00 STA. 7+63.5. 48.0' RT. H MATCH MSU APP. CURB U END NEW CURB TURN Ii R.=25' (BACK OF CURB) (TYP. STA. 7+38.5, 48.0' RT. LEGEND LLI w III MATCH MSU APP. CURB "A O1 I a NEW APPROACH TO W W III p�p =FOUND SECTION CORNER WIN I N 11 - - MSU FAMILY HOUSING PROJECT - -�' W F- Z BY OTHERS m Z SURVEY CONTROL POINT O Ii1 2-24" RCP CULVERTS - U U 1 8 Z ft BY OTHERS ■ =POWER POLE w W - W J j W THIS CONTRACT I 7+00 NEW ASPHALT APPROACH A. MATCH NEW ROADWAY TYPICAL SECTION pd =WATER VALVE w Q EDGE OF NEW k REBAR _J Z PAVEMENT o �. YS =EXISTING FIRE HYDRANT J CJ LLI u W,R O LV STA. 6+32.5, 23.0' LT. j �- A. 6+32.5. 23.0' RT. ® =STORM DRAINAGE MANHOLE END TRANSITION E I END TRANSITION U t I I'T NOTES: 9'SAN SANITARY SEWER MANHOLI LL 5 I I I 1. SEE SHEET NO.4 FOR INTERSECTION I, SIGN POST 6+00 & DRAINAGE DETAILS. j 2. SEE SIGNING SHEETS NO.13 & 14 FOR =CONIFER TREE SECTION LINE U EXISTING SIGN RELOCATIONS & REMOVAL. � 2 24" RCP CULVERTS 3.SEE SHEET NO.7 FOR NEW SIDEWALK & DRAINAGE O =TELEPHONE RISER Q) 1 BY OTHERS DETAIL. A, N ® ELEC TRANSFORMER BOX I I 11 R.-25' STA. 5+17.5, 43.3' RT. =FENCELINE (TYP' ) MATCH MSU APP. CURB OVERHEAD POWER UNDERGROUND POWER OVERLAY TRANSITION AREA - I I 111 - '- "= NEW APPROACH TO -�TEL=- =UNDERGROUND TELEPHONE LINE= _c SEE DETAILS ON SHEET 7 I ii !fl--_S+OO_ MSU FAMILY HOUSING PROJECT - "AS CONSTRUCTED" PROJECT NO. I I BY OTHERS w x WATER LINE i MARCH, 1996 - ---- =jDITCH STA. 4+76.5, MATCH EXIST. ii1 STA. 4+92.5, 39.8' RT. Surve g G.E. EDGE OF PAVEMENT, I H MATCH MSU APP. CURB ADDITIONAL INFORMATION FROM CONSTRUCTION a•sox =SANITARY SEWER Y y: BEGIN TRANSITION, 14.8' LT. & I tuns =NATURAL GAS LINE Design 8, RRM BEGIN OVERLAY NEW ASPHALT APPROACH - THIS CONTRACT RECORDS DENOTED AS SUCH:<��...~l 9 KRH i MATCH NEW ROADWAY TYPICAL SECTION Drawn By: Check By: RRM STA, 4+76.5, MATCH EXIST. Date: 4/25/95 EDGE OF PAVEMENT, Is BEGIN TRANSITION, 14.9' RT. & CONTRACTOR'S NOTE: REVISIONS: CONTROL POINT BEGIN OVERLAY THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES & MSU AS-BUILT 3/22/96 STA. 4+11.20 TO LOCATE UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. Sheet# of Total N. 4464.3TO8 E. 4937.3630 co-IeP1.DCN 2 3 NOTES: h I I I. CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO MONTANA L. i PUBLIC WORKS STANDARD SPECIFICATgNS 11966) AS MODIFIED BY THE qU CITY OF BOZEMAN (1994). N () ONP 2. CONTRACTOR SHALL NOTIFY ANY AFFECTED WATER USERS 24 HOURS PRIOR CONNECTED GAS°RP - - - TO ANY MAIN SHUT-DOWNS. EXTENDED W 3. WATER VALVES SHALL BE OPERATED BY CITY OF BOZEMAN WATER O) N fXTV'EXIST. 36" RCP e6NNE&f TO I I . DEPARTMENT PERSONNEL QNLY. CONNECTED E"' C I NEW 36" x 18' RCP EXIST. 36" RCP I T/C=4845.42 \ \I I I C-BI414EE�T0 EXISTING FIRE Q LL! p a 0.30% (INCL. F.E.T.S. ) INV.=4840.55 ELEV.= FL.=4845.92 4845.52 C 12+00 HYD. LATERAL PIPE w/ Ln T/C=4B45.25 -- NOTES: I _ IRON B N & I-22.5' DUCTILE V > I.0' - - I. RIP RAP AT PIPE ENDS SHALL BE F.X'REBAR / IRON BENDS �j FL.=4844.75 - --- EASTN°WATER CLASS I RANDOM RIP RAP t.0' DEEP. O 2. SEPARATION FABRIC SHALL BE PLACED I 10 / VALVE 4___ _ _________ - __ _-__ --- UNDER ALL RIP RAP. ` N °b STA. 9+30.4, 55.5' RT. ;SE "� w 3. RIPSLOPE BEYOND F.E M114. O& DITCH UP ( W I I EDGE OF NEW N Cli FCELTESEI& TRASH GUARD , BREAK 1 \I I I PAVEMENT Q BOTTOM. / �NO. T BLOCKING INV.=4840.6 A N Z EE E I SLOPE 1 W OZEMAN STD. m STA. 9+38.1, 62.7' LT.(19th) EE SUO� 'r- 4846.10 Y Q I - - Cl F.E.T.S. & TRASH GUARD S 1 --- a�- -- Cl. R INV.=4840.80 , OPE T I NEW 6" CLASS 51 DUCTILE h p 5�� M ELEV._ - I 1 IRON LATERAL PIPE Z ro N F` STA. 9+00.0��`. GRADE 4846.25 ELEV.= I -� �, I STA. 11+34.0, 23.0' RT. / `` � DITCH BTM. BREAK M 4846.T8 - BEGIN TRANSITION 1 R.-SET r / Ci ELEV.=4840.7 ,���� R r EYISTNG FNE T/C=4846.68STA. 9+36.3, 69.Y LT.(19th) FL.=4846.I8 5VVALLYE TO eE RELOCATE° EXIST. FIRE HYD. & QCF.E.T.S. & TRASH GUARD `. SM ao REMOVED rn EXIST. VALVE AT ` 1v �EMBYE I M STA. 9+52.0, Q INV.=4840.65 M 0 +. -�EXIST. I ' > TEL A .._.._._ / N I I y 18" C� I COAL R/1, REMOVED MATCH - \ i I J AS PERRCITY OF h) 3�46" Yr=CM EXIST. EXIST. I FTE.T9+16.9, 37.8' LT. (19th) STA. 10+60.0, 23.0' RT. (19th) I I BOZEMAN STD. DWG. C ELEV. - I� NO. 02718-4 y INV.=4841.53 i I END 45.0' RADIUS 30.0 L.F. OF 36" RCP I MATCH NEW OVERLAY ELEV. I I ) a I.177 (INCL. F.E.T.S. ) I I EXISTING WATER MAIN I Q x REGO VALVE. LOCATED 600' SOUTH OF INTERSECTION. I uKTNc STA.T. 3, AS 2' LT. t19th1 L 30.0 L.F. OF 24" RCP Q I �' An 11+00 I IV'Rrr F.E.T.S. & TRASH GUARD I o 1.77% f INCL. F.E.T.S.) o g I IT I INV.=4841.0 II I I lu a 1. 24" RCP / RELOCATED FIRE HYDRANT DETAIL 0 1.80% (INCL. F.E.T.S. ) STA. 9+17.7. 40.7' LT. (19th) I • SCALE: 1"=10' DRAINAGE PIPE DETAIL I F.E.T.S. & TRASH GUARD SCALE: 1"=10' INV.=4841.33 ( I % I� GRADED UNIFORMLY 6itABE AREA BETWEEN EDGE OF NEW °RAVEL ( PAVEMENT AND EXISTING IRRIGATION CANAL 0 0 00 APPR°ACR Q C \ _ O + _-_ + woof M + / 0 rn nn i P_ RETANNO WALL m SwALM EA. 1T E°Nc EULVERT w•rWE AT eAfE 1i / I + rDR f NTA , -- - -'a- - - - - � REMOVED �cAO„ NEw WATER NARY _ i STA. 10+68.2. 14.B' LT. (COLLEGE) ,o at•..•••""••41 •. STA. 10+00.0 COLLEGE ST. - MATCH EDGE OF EXIST. PAVEMENT / R STA. 10+00. 0 AVE. 'P•�Mh ABANDSPILLONED CONC. BEGIN 45.0' RADIUS TEL "APPAI TEL ROBERT R.1 MATCH NEW OVERLAY ELEV. =ei MA'VIN 3 - _---------------------------------- _ -, / /� uvrtwcN '_' 3e9iE R.W -------- - - - - - - - - a. : as 2•EAS �r•GAS 2°GAs •OAS z•cAS 0 O NAu°Y STA. 9+42.5, 25.5' LT. (19th) -- ---- � ■ CENTERLINE OF HC. RAMP o IA•■ „•. WAAwY „•. '�'■ - COLLEGE STREET BACK OF CURB 1 PLNAA 11 1211 - I 'WPLUCE6- 13 �E. PIAIG END OF Sou THEM) ; 14 BARED STA. I I+q 9.1, 31.2' RT. W J SE•RC9� I I NEW CONC. SIDEW LK w/ EXIST. 24" CMfM I I BEGIN TRANSITION HANDICAP RAMP ( YP.) w/ CONC. & I STA. IO+36.9, 35.7' RT. STA. 9+62.6, 45.i' RT. (COLLEGE) I I LLJ ABANDON IN _ (COLLEGE) PLACE CENTERLINE OF HC. RAMP a P CENTERLINE OF HC. RAMP a BACK OF CURB NEW DRAINAGE DITCH W W BACK OF CURB 0 Q w av aw • CHIP 01P - Z aF• °rr aw ow W G NEW CONC. CURB & CL sr •• �•"""" EDGE OF NEW GUTTER (TYP. I •-•--••-••_.._.._.._.._.._.._.._.._.._.._. LLJ PAVEMENT rE _ -__ _ -��_- = TEL L TEL E%KING CONCRETE SEErALY TEL _ Q - 6' - - -x - - - - �- - - - - -�x STA. 9+11.7. 43.2' RT. ( COLLEGE) I " •'REeM, EDGE OF NEW STA. T+47.I, 43.2' RT. BEGIN NEW CURB & GUTTER 0 STA. 10+4 T.8, 33.2' FIT. (COLLEGE) REMOVED r\REeM PAVEMENT '" ~ Q •e.N +,• ____ _ _ END NEW CURB TURN (BACK OF CURB) �gyF EXIST. V END TRANSITION (BACK OF CURB) R.=14.0' �" REMOVED q T/C=4846.20 SIDEWALK NEW 6.0' WIDE W T/C=4845.25 FL.=4845.70 (n MATCH NEW WALK TO -REAIBVE EXIS T. = CONC. SIDEWALK FL.=4845.TS EXIST. SIDEWALK (TYP. ) h Q.e SIDEWALK 6' A'S ~ Cr SEE RELOCATED FIRE HYDRANT W W TEL TEL - _ TEL 5 ELEV.= 5.1 O• RELOCATED FENCE Ui I- EY6TNO CONCRETE SIDEWALK - - - O 6, 4846.85 To I ELEV.=4846.9 DETAIL - THIS SHEET � z_ MATCH GRADED ~ UNIFORMILY•GRABE AREA BETWEEN NEW SIDEWALK AND N z NEW 6.0' WIDE CONC. SIDEWALK R.=20.0' I PROPERTY LINE To MATCH NEW SIDEWALK ELEV. W O STA. 9+48.7, 23.9' RT. 419th) Ur J CENTERLINE OF HE. RAMP a BACK OF CURB SEE DRAINAGE PIPE I 9+00 W DETAIL - THIS SHEET I i STA. 9+41.9. 23.0' RT.(19th) Ov Ln BEGIN NEW CURB TURN (BACK OF CURB) V LLI STA. 9+51.7, 43.2' RT. ( COLLEGE) I I I I T/C=4846.75 Z (- BEGIN NEW CURB TURN FL.=4846.25 LLz (BACK OF CURB) Q _ T/C=4845.42 I STA. 9+16.9, 38.2' RT. NOTE: < FL.=4845.92 F.E.T.S. & TRASH GUARD SEE SHEET NO.7 FOR NEW SIDEWALK & DRAINAGE DETAIL. STA. 9+31.6, 23.0' LT. ( 19th) I INV.=4842.9 END NEW CURB TURN w (BACK OF CURB) I 4 76.0 L.F. OF 24" RCP T/C=4846.68 I I I o I.80% (INCL. F.E.T.S. ) FL.=4846.IB "AS CONSTRUCTED" MARCH, 1996 EDGE OF NEW I ADDITIONAL INFORMATION FROM CONSTRUCTION PROJECT NO. PAVEMENT I- EDGE OF NEW PAVEMENT 0 RECORDS DENOTED AS SUCH: Survey By: G.E. R.. Design BY.• RRM CONTRACTOR'S NOTE: Drawn By: KRH Rrr THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES & MSU Check By., RRM 8+00 TO LOCATE UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. 4/25/95 I � I I Date: REVISIONS: AS-BUILT 3/22/96 II I I Sheeta of Total CO-H-P2.00N 4 21 N m a� W .% CN TYPICAL SECTION NO. 1 a W (19th AVENUE) O c o, 5.0' 12.0' 6.0' 6.0' 12.0' 5.0' TYPICAL SECTION NO. 1 a SHLD. TRAFFIC LANE LEFT TURN LEFT TURN TRAFFIC LANE SHLD. m coLANE LANE STA. 4+76.5 TO STA. 6+32.5 TRANS. EXIST. TO TYP. NO. 1 o STA. 6+32.5 TO STA. 9+31.6 LT. C to 2.0' VAR. 33.5' STA. 6+32.5 TO STA. 9+41.9 RT. C I± 24.9' 24.9' ' ti TACK TACK a C 23.0' 23.0' Q C 0 EDGE OF EXISTING EDGE OF EXISTING i PAVEMENT PAVEMENT a VARIABLE VARIABLE Q r\ EXISTING STREET SECTION EXISTING STREET SECTION N 1.0' 1.0' -------- -- -- ---- --- ----------------------- EXISTING /GRADE EXISTING PAVEMENT FOE ISTING PAVEMENT - "'---_ __---"" CUT LINE T LINE ------------- -- -_-- 10: - PLANT MIX BITUMINOUS 0.42'- PLANT MIX BITUMINOUS SURFACE 3; 1 OVERLAY (UNLESS NOTED OTHERWISE 0.42'- PLANT MIX BITUMINOUS SURFACE SEPARARTION FABRIC SEPARARTION FABRIC 2.00' - 11/2" MINUS CRUSHED BASE COURSE GRAVEL ON CROSS SECTIONS) 2.00' - 1/2" MINUS CRUSHED BASE COURSE CROWN - 0.02 FT./FT. CROWN - VARIABLE CROWN - VARIABLE CROWN 0.02 FT./FT. CROWN VARIABLE NOTE: i SEE CROSS SECTIONS FOR ADDITIONAL DETAILS & VARIABLE DISTANCES. H Z W W z Lu > O TYPICAL SECTION NO. 2 ; 2 w U) (19th AVENUE) o52 Q U VARIABLE 66 UU (1.0' MIN. ) F- c } SHLD. EL LU W 12.0' 6.0' 6.0' 12.0' 5.0' LU 1-- TYPICAL SECTION NO. 2 CC Z TRAFFIC LANE LEFT TURN LEFT TURN TRAFFIC LANE SHLD. F- - W LO EDGE OF EXISTING LANE LANE STA. 10+60.0 TO STA. 11+34.0 of z PAVEMENT VARIABLE STA. 11+34.0 TO STA. 12+90.0 TRANS. TYP. NO. 2 TO EXIST. LLI J W 1.0' (19.0' MIN. ) 23.0' 3.0' EXISTING STREET SECTION TACK -i Q TACK EDGE OF EXISTING O - PAVEMENT U Y VARIABLE U 0) EXISTING STREET SECTION L MATCH EXISTING 1.0' Q GRADE 0r ------------------- --- - ----------------------- ~ 0. IS'- PLANT MIX BITUMINOUS EXISTING PAVEMENT EXISTING Q, m OVERLAY CUT LINE GRADE � 0.42'- PLANT MIX BITUMINOUS SURFACE SEPARARTION FABRIC 2.00'- 11/2" MINUS CRUSHED BASE COURSE GRAVEL - ' PROJECT NO. CROWN - VARIABLE CROWN - VARIABLE 0 Survey By: G.E. CROWN - 0.02 FT./FT. Design By. RRM "AS CONSTRUCTED" Dawn By. KRH MARCH, 1996 Check By: RRM ADDITIONAL INFORMATION FROM CONSTRUCTION Date: 4/25/95 RECORDS DENOTED AS SUCH: REVISIONS: AS-BUILT 3/22/96 SheetG. o/ Total rn-is-rs.oc" 23 TYPICAL SECTION NO. 3 tnQ) W .c (COLLEGE STREET) Q W Lo v I � VARIABLE 12.0' TRAFFIC LANE H �b z (5.0' MIN. ) 12.0' 12.0' 12.0' S.0' SHLD. 9•B' 2.2' LEFT TURN LANE TRAFFIC LANE RIGHT TURN LANE SHLD. TYPICAL SECTION NO. 3 Q .o STA. 4+43.8 TO STA. 7+47. I TRANS. EXIST. TO TYP. NO. 3 ro STA. 7+47. 1 TO STA. 9+11.7 o m 4 EDGE OF EXISTING 45. 1' VARIABLE 2.0 ? ti cls! PAVEMENT TACK VARIABLE w a> 14.8' MIN. 1 43.2' Q G EXISTING STREET SECTION TACK EDGE OF EXISTING Q VARIABLE PAVEMENT c MATCH EXISTING EXISTING STREET SECTION EXISTING h NEW CROWN 1•0• GRADE GRADE POINT \ F ---- ----------- ---------------------- ---------- - ---- -------- -----:77 4 ---- --- --- 0. 15'- PLANT MIX BITUMINOUS -------- - EXISTING PAVEMENT OVERLAY CUT LINE ADJUST OVERLAY 0.42'- PLANT MIX BITUMINOUS SURFACE I 10: 1 DEPTH - THIS AREA SEPARATION FABRIC 2.00'- 11/2" MINUS CRUSHED BASE COURSE GRAVEL SEE CROSS SECTIONS FOR ELEVATIONS. CROWN - VARIABLE CROWN - VARIABLE CROWN - 0.02 FT./FT. ,00NrA�� Yt• ROURT R. 12.0' 12.0' 5.0' TRAFFIC LANE RIGHT TURN LANE SHLD. 2.0' NEW CONC. CURB & GUTTER 1.0. 0 F- 41.2' Z W TACK LU z EDGE OF EXISTING w O VARIABLE PAVEMENT U, ] /� NOTE: VARIBLE SLOPE - � O V TYPICAL SECTION N O. `7 EXISTING STREET SECTION SEE SHEET NO. 4 FOR SEE SHEET NO. 4 FOR Z cr W I.0' CURB & GUTTER ELEV. ADDITIONAL DETAILS LU d IN DRAINAGE PIPE AREA > _ ------- ---- Q _J (COLLEGE STREET) ---------- __ -- -- --- ---------------- L Z Q 0. 15'- PLANT MIX BITUMINOUS O OVERLAY EXISTING PAVEMENT _ () CUT LINE U FL 0.5' - CRUSHED GRAVEL BASE 0*6 � 0.42' - PLANT MIX BITUMINOUS SURFACE ~ cr SEPARATION FABRIC LLj W U.1 2.00'- 11/2" MINUS CRUSHED BASE COURSE GRAVEL crZ LU W F- - W 06 cr STA. 9+11.7 RT. TO STA. 9+51.7 RT _j cn VARIABLE 12.0' TRAFFIC LANE J Z W l5.0' MIN. ) 12.0' 12.0' 5.0' J SHLD. 9.8' 2.2' LEFT TURN LANE TRAFFIC LANE SHLD. O LU U W EDGE OF EXISTING U- PAVEMENT VARIABLE J LL LL O 1,O' (14.8' MIN. I 31.2' VARIABLE 5.0' NEW 6.0' 2.0' Q U EXISTING STREET SECTION TACK SIDEWALK cr TACK EDGE OF EXISTING ; VARIABLE PAVEMENT SLOPE= ; ai ai a) EXISTING STREET SECTION /�'/I' z RELOCATED Z GRADE MATCH EXISTING NEW CROWN 1.0 X FENCE ---- ---- POINT NpR 6. 1 TYPICAL SECTION NO. 4 --------- - ------------ --------- -- - -- -------[-------_---- -------- - -- ----------- --- STA. 10+68.2 LT. TO STA. 15+18.0 LT. AR. EXISTING STA. 10+47.8 RT. TO STA. 11+49. 1 RT. 0. 15'- PLANT MIX BITUMINOUS EXISTING PAVEMENT SIDEWALK -NEW 4" CONC. SIDEWALK STA. 11+49. 1 RT. TO STA. 15+18.0 RT. TRANS. TYP. NO. 4 TO EXIST. FDrewnBy: O. OVERLAY CUT LINE SEE CROSS SECTIONS fOR ELEVATIONS. 0.25'-CRUSHED GRAVEL BASE ADJUST OVERLAY E.EXISTING DEPTH - THIS AREA SEPARATION FABRIC 0.42' - PLANT MIX BITUMINOUS SURFACE "AS CONSTRUCTED" RMGRADE 2.00' - II/2" MINUS CRUSHED BASE COURSE GRAVEL NOTE: MARCH, 1996 RH SEE CROSS SECTIONS FOR check By. RRM ADDITIONAL DETAILS FROM ADDITIONAL INFORMATION FROM CONSTRUCTION q/25/95 CROWN - VARIABLE CROWN - VARIABLE CROWN - 0.02 FT./FT. RECORDS DENOTED AS SUCH: STA. I1+49. I TO STA. 15+18. 0 UNLESS NOTED OTHERWISE REVISIONS: AS-BUILT 3/22/96 Total 6 1 23 20.0' - OVERLAY TRANSITION G) UNLESS NOTED OTHERWISE ON PLANS tA QI SEE PLAN SHEETS FOR W ,C 0.15' OVER BEGIN &SEND OVERLAY O) A STATI 0.15' A Q W O' ------- ------ -- ---- --- ----------------------- I 7' - '' 0 c> EXISTING GRADE NG - GRADE REMOVE EXISTING SURFACING Q O C 04 Lo ghWinal Reber Concrete Wall For Sidewalk Protection I 4"Sidewalk �" I N4 Rebar Q 12" p Q OVERLAY TRANSITION AREA DETAIL Concrete Wall Z N NOT TO SCALE __ -_ 18"RCP ' /rain Ditch / / _------_--_- Approximately 1 C.Y.Concrete Total 6" 1 0.0' / C O 0.15, OVERLAY h MATCH EXISTING A SECTION A-A GRADE Q --------- --- ------- ---------- -- -------------- PLAN VIEW EXISTING 4' MINUS CRUSHED EXISTING GRADE rURFACE COURSE GRADE DETAIL — RETROFIT SIDEWALK AT MSU CULVERT Station 12+75 (RT) College Street NOT TO SCALE GRAVEL APPROACH TRANSITION AREA DETAIL p NOT TO SCALE ,o"O0N7'AAy p "4 •ROBERIR.,, ' VIA VIN O+ +p O = N COLLEGE STREET m NEW ASPHALT APPROACH I - ���f�p' '',�^`l•1'.••;•', THIS CONTRACT I !II 12 _ _ ____ ---- _--__- -- - -_-_---- CUT BOTH ENDS OF NEW STA.13+50.0,33.8'RT. 14 13 STA. I I+q9.1 8"CMP TO MATCH FINISHED 31.2' RT. NEW DRAINAGE GRADE SLOPE END DRAINAGE DITCH I I MATCH APPROACH AT EXIST. STA.10+47.8,32.7'RT. I STA.11+00.0,35.0'RT. DITCH EDGE OF SIDEWALK R/W BEGIN DRAINAGE DITCH AT I DRAINAGE DITCH NEW 6.0'WIDE SIDEWALK I (/� FLOWLINE OF CURB &?tp GER HORIZ.P.I. EDGE OF NEW SIDEWALK - PROFILE LINE I- 10+47.8,40.1'RT. PAVEMENT 5.0' THIS CONTRACT EXISTING Z STA. 10+ N NEW SIDEWALK I I EWALK 33.2' FIT INV.=4844.10 NEW - •o - - - V) W ._.._.._.._.._.._.. R/W I I �p�S- I Lu Q VAR. I.0' ITYP. ) ___J_____, Lu - . ------- +--- x Z) O W- - - - - -- - II �------------------- Q - - - - -' - Ir I X -—- —x- C Z- -- --- ------- r-Irr_X-- ---rr--r- -� NEW 6.0' SIDEWALK W NEW I Ili In I ELEV.=4844.90 BY OTHERS > W 1.0' ITYP. ) R/W STA.12+70.0 STA.13+80.0,38.7'RT. I ul I" (PER MSU PLAN) Q - 0 16.0 L.F.OF 8"CMP END NEW SIDEWALK Q I i X RELOCATED FENCE ul Ir (PEV.=4845.15 STA.10+98.4,47.9'RT. Q 1.25% ELEV.=4845.2 (MATCH MSU APP.) I x I I r I Z Z_ BEGIN FENCE RELOCATION INV.= i ii IN (PER MSU PLAN> a= INV.= 4843.10 I n STA.13+74.9,46.7'FIT. I a NEW MSU APPROACH Q I 4843.90 END FENCE RELOCATION al r BY OTHERS m NOTES: a l I x I U 0 I8" RCP w/ "I I" W EXISTING FENCE 1.NEW SIDEWALK SHALL HAVE A "I '" NEW 6.0' SDEWALK F.E.T.S. - BY I s I I n I cr CROSS SLOPE OF V4"PER 1' OTHERS NEW 6.0' SDEWALK I al Ix I BY OTHERS 66 TOWARD STREET. BY OTHERS I s I I x I W W 2.ALL NEW SIDEWALK SHALL HAVE W F" v A MIN.OF 3"-314"CRUSHED SURFACE RETROFIT SIDEWALK - c Z J BASE COURSE. SEE DETAIL THIS SHEET _ Q 3.SEE SHEET NO.11 FOR ADDITIONAL DETAILS. W LL•1 J W Q 65 0 r a _J Z J o O (� W n o ¢¢ u U W += o 92 LL F- 4848 -- + N w 4848 W V) •c7 EXISTING CENTERLINE SIDEWALK & Q cr STREET RADE PLUS 0.15' Q +� .r m W OVERLAY PROFILE LINE y II m w II --- W as c, 4846 ------- d O •. 4846 0 Q) Q -0.46% N W W Y � 'C -- o_.._.._. +0.67% -0.72% ._.�.._.._. NEW 8"CMP -------- _.. 4844 4844 • ?o DRAINAGE 41CH bq o II PROFILE L b?C7 FDesign8Y.--- 0. a W � AZ_ m w E. 10+00 11+00 12+00 + 13+00 II 14+00 M II y w w Drawn By: KRH In w Check By: RRM W "AS CONSTRUCTED" Date: 4/25/95 MARCH, 1996 REVISIONS: NEW SIDEWALK & DRAINAGE DETAIL ADDITIONAL INFORMATION FROM CONSTRUCTION AS-BUILT 3/22/96 SCALES:1" 20'HORIZ. RECORDS DENOTED AS SUCH: Sheet# o/ Total 1" 2 VERT. co-'e-ve.ocx 7 23 N Ili m W .c W b - V W Q U ~ a > > N y r Q 4860 ,O 4860 < r x r ; J W n EXISTING • ¢ w ; r J i EXISTING = N ad O m x FIN I$ D a CRADE w i- cx.: SECTION---__ I r x o w GRADE o w x SECT N ¢ o c� r J w FINIS ED Ni p r o "' LINE ; 4 r SURF E �i LINE ; N w h a ----- -- -------- n _ x SURF CE N W z �} -- --- 4850 4850 r ` n UBGRADE EXCAVATION ..q.;..\.........-..-....... ..... .................... . INE (TYP. ............. ...... .............. T H. . ....'.. I m 4840 4640 SUBCR DE EXCAVA ION I NEW 2 ~ Q) W 4" RCP N LINE TYP.) O ASAREOU RID T01 MATC tl 'I ° STA. 9+16.9• 3 .2' RT. NEW PIPE VERT Q <a ■ STA. 9+16.9• 3T.8 LT. z c INV.=48 I.53 H INV.= 842.9 r O e ix ' N L 60 50 40 30 20 10 0 10 20 30 40 50 60 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 Q STA,6+00 STA.9+00 N ON AA, d r ; APPRO CENTERL NE J w MA VIM GRADE OF MSU APPROACH a =j0t 3ti97 4860 4860 J W o w EXISTING "' ; r v Z t� rn o EXISTING s _ x ,0 0 GRADE is o INISHED U "� w GRADE o w ¢ w ; It m c� _ w - w SECTION ; x ¢ r- URF ACE LINE I w FINIS ED wi o SECTION ________ _ ——— —— _ x SURF CE M x LINE 4 T--- — _ V N w r 4850 I _ 4850 _ __-_____ --_ _ _ 0.02'/' TO MATCH ---- - I _ UBGRADE E AVATION \ INE (TYP. ) 1 -__"- -i-_"-' 0.0 '/' 0 0.02'/' O L NEGR� P E�CAVAT N (n kj 4840 - 4840 ~ Z 0 so w V m O LL w. t0 ~ O C N C ' ) i <yKy1 i N i > Z LU 60 50 40 30 20 10 0 10 20 30 40 50 60 70 60 50 40 30 20 N 10 0 10 20 30 40 50 60 70 Z = O W C > U STA.5+00 STA.8+00 Q — W z Z � rn O vi off w x cr w LU u LU Z W U D w w > (D W > d APPRO CENTERLI E LU Q r r ; w a W GRADE OF MSU AP OACH J Z Q J w • 4860 in 4860o EXISTING "' v FINISHED = I r X J Z EXISTING x in w GRADE vi w SURFACE ;� SECTION I ; J w o GRADE N w _ x _ LINE _ FINISHED ri 0ram- I U ________ ___ M Z I N SURFACE N w LL 4850 " - ----- -- -------- --- — — —— — —— — 4850 0.02 / TO MATCH 0.02 /' TO MATH S BGRADE EXCAVATIONF- L NE (TYP. ) SUBGR DE EXCAVA ION ' L NET ION o O LINE 1 YP. I fr '� Q) 4840 4840 o a, O C N O S N H C 60 50 40 30 20 10 0 10 20 30 40 50 60 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 PROJECT NO. STA.4+84 STA.7+00 Survey By: Design Sy.- RRM "AS CONSTRUCTED" 1" 10' HORIZ. Drawn By: KRH MARCH, 1996 SCALES I" = 10' VERT. Check By: RRM ADDITIONAL INFORMATION FROM CONSTRUCTION Date: 4/25/95 RECORDS DENOTED AS SUCH:(1 REVISIONS: AS-BUILT 3/22/96 Sheat of Total N Q' a� LU04 .0 ~ 04 Q W � V � 0 � 4850 N h C EXISTING I SECTION Q � C GRADE LINE 4840 -- ----- - - adco 4 Z o o� W � 4830 0 i V O Q C NIys� `S O y1 C 0 20 10 0 10 20 30 40 50 60 70 STA.12+92 Q r\ N 4 a .r-^ 0 aNTA A, FINISHED a r x ; '4 .......... .1 ¢ w SURFACE RORrRI R.i 4850 EXISTING I •V .` 2 GRADE SECTION ------- ----- I LINE 4840 I - - I 01. SUB RADE EXCAVATION W L IN 1 4830 : _ o i F, � Z LLJ 30 20 10 0 10 20 30 40 50 60 70 � 0 O STA.12+00 LLjCL ; U Q — W L Z U) 0 66 LU O F_ Cr LU LU U LU Cr Z L1J W N Z > � K W F ISHED r _ (� J LU 4850 S RFACE o: w o c� LU Q > r JZ Q EXISTING o J Ur GRADE ti w I ION LINE _ - --- U) L 4840 I U 0 SUB RADE EXCA ATION ,,--r��� LL Q LINE < o I Cr s 4830 ¢ Q o H •..IiJ6 30 20 10 0 IO 20 30 40 50 60 TO rDes,,, OJECT NO. STA.11+00 ey By: G.E. "AS CONSTRUCTED" By., RRM MARCH, 1996 SCALES: 1 10' HORIZ. wn By: K R H ADDITIONAL INFORMATION FROM CONSTRUCTION I" 10' VERT. Check By: RRM RECORDS DENOTED AS SUCH:L= Date: 4/25/95 l` REVISIONS: AS-BUILT 3/22/96 Sheet# of Total co-re-v:.:�.� 9 3 N °' <v Lu .c QC, W C, Lo w p> a x SECTION F ; N LINE SECTION ¢ Z x (� vj 4850 LINE EXISTING FINI EDV w ~x s 4850 EXISTING FI ISHED\ ~ GRADE SUR ACE 06�' a ; GRADE SU FACE \ Pwc0 wo a EL V.=4840.4 ------ N c IM TCHJ ___ � - QI----- ---- ----- H 9 0.02 ro -------- ---- o SUBG ADE EXCAV TION LINEG ADE EXCAV TION N LINE ELEV.=4 40.7 Ci EXIST. ¢� < 4830 SIDEWALK Q C 4830 EX T. SIDEWALK 1 Q C O h 50 40 30 20 10 0 10 20 30 40 50 60 70 80 50 40 30 20 10 0 10 20 30 40 50 60 70 80 Q) Q STA.6+00 STA.9+00 N w LEV.=4841.6 < > a I a N SECTION s SECTION ; LINE Z v_+ LINE ¢ Z ~' x ; .1 / w / 4850 ; w w ; 4850 EXISTING FINISHED 1. w - o u GRADE NG W FINISHE N ; GRADE S RFACE o `O ti ~ SURFAC -�------ -------- ----- - ----- -- c w N ------ - -- ---- M 0.0 / ~TO MA CH - ' - -- SUBGRA E EXCAVAT ON " LINE � SUBGRA E EXC AVATI N o � LINE °c ELEV.=4 340.6 o i- EXIST. 483071 < 4830 SIDEWALK Fii DEWALK z LU O 50 40 30 20 10 0 10 20 30 40 50 60 70 80 50 40 30 20 10 0 10 20 30 40 50 60 TO 80 Z CC (, LU 0_ Lu STA.5+00 STA.8+00 > a - L Z () O U) � �z O o2S w (f) U cr LU w ~ ~ x Z W — W 06 H > ELEV.=4 41.5 LU J SECTION d SECTION F r w Q LINE w N LINE ¢ F J Z W 4650 4850 x J ( s EXISTING -w FI ISHED w ; ; EXISTING FINISHED O b x ; 0 — W GRADE - x GRADE SURFACE ao e+ c� () Ll D: m a - SU FACE F ¢ n w - - -- ----- ---- ——— r ----- 4840 LL 0.02 / QCC U SUBGI tADE EXCAVATION I EXIST. SUBG ADE EXCAVATION - _ ELEV.=4840.5 di SIDEWALK w LINE LINE E IST. v 4830 < 4830 1 ; 1 S DEWALK •� aj ) w - W ti c/J ti 40 30 20 10 0 10 20 30 40 50 60 70 80 50 40 30 20 10 0 10 20 30 40 50 60 70 80 7sy.- RRM STA.4+75 STA.7+00"AS CONSTRUCTED" SCALES: 1" = 10' HORIZ. MARCH, 1996 1" = 10' VERT. Check By: RRM Dare: 4/25/95 ADDITIONAL INFORMATION FROM CONSTRUCTION REVISIONS: RECORDS DENOTED AS SUCH: AS-BUILT 3/22/96 Sheet# o/ To 10 23 a� W a Z W � W V uo O V / N SECTION L 0. EXIST. N C ,Yr a SIDEWALK G FINISHED a w rc 4850 SURFACE Z ELEV.=4 45.25 CO • RELOCATE N w n x FENCE -- cis :0 -------------- - ----- EXISTING wO 4840 GRADE 0.0 m ; Q h SUBGRAD EXCAVATI N ;rw Z cCp O =a _ N LINE ELE .=4844.21 `` ~ W. exN 4830 cct z, Q C O a 50 40 30 20 10 0 10 20 30 40 50 60 47 STA.13+00 Q r\ N SEC TION N INE EXIST. IIY/ FINISHED r r SIDEWALK ,s SECTION,,,,,,,,.I4n911/1 w FINISHED SURFACE ELEV.=4 45.70SURFACEu 4850 - 4850 'r x FENCEI— RELOC D SUBGRADE XCAVATION—wn LINE I 4EXISTI GRDENG 0.02'/' m ; EXISTING 4840 LL GRADEw EXIST. 4840 SUB RADE EXCA ATION i O �• w� SIDEWALK LINE EL V.=4844.E rc r zo w w for 4830 [n ; 4630 � v W z w O LU > 50 40 30 20 10 0 10 20 30 40 50 60 50 40 30 20 10 0 10 20 30 40 50 Z X U W d W STA.12+00 STA.14+40 > V) a - � o °' P: O 02S w 1n U ww W F" W ir Z W SE TION � r w NEW 6. SIDEWALK - 0Zf I LINE a EXIST. if • ; SIDEWALK ; a BY OTH RS W (n FINISHED �' °: SURFACE - z LINE SECT ON FINISHED ; APPROX. CENTERLINE W Q 4850 w n ELEV.=4 .16 SURFACE i ; GRADE OF MSU APPROACH J Z W \ 0 4850 w u ------ - ------ ----- --- - - 6ej w U W ---- -- -------- ——— ——— —EX w -- --- J -------- - =__ _V EXISTING 0.03'/' m ; EXISTING -----___ 4840 GRADE w GRADE a EXIST. LL O 4640 ZlIULWALK < SU GRADE EXC NATION wa SUBGRAD EXCAVATIO °D Q U LINE zo LINE w� ELE .=45.32 wrw w Or ti r U t 4830 4830 ; O Q) O 4 1� Co 50 40 30 20 10 0 10 20 30 40 50 60 50 40 30 20 10 0 10 20 30 40 50 7By.* KRH STA.11+00 STA.14+00 "AS CONSTRUCTED"MARCH, 1996 SCALESt I" = 10' HORI2. I" = 10' VERT. Check By: RRM ADDITIONAL INFORMATION FROM CONSTRUCTION Dare: 4/25/95 RECORDS DENOTED AS SUCH: REVISIONS: AS-BUILT 3/22/96 he o t of Total co-is-:..ow 11 23 m SIGN DESIGN CALCULATIONS Lu •c ImmMAVIN & ASSOCIATES PROr.NO. a c 7ret Transportation& Civil Engineers PRD.1.TIRE COLLEGE FT.a S.19M AVE.INTERSECTION W Lo SIGN SUMMARY V ' O V � REFL SHTG TYPE �tv 4 O�h Eve O h�2 N to p2S 02 �P 20 v 2J 20 �P2 <v O� JQv2�sTP ~2� pQJ REMARKS 4.OG•. 6.00' Oo �� �OPO �? QP�4 OUOJ vVty `�P a j tO h J2 J24. z.oo'=Sf6TH Cu� AVE It 2.0- �f O 4+70, RT. COLL W3-1 REMOVE 2 00 144 5+50, RT. COLL GS-3 RESET 6-0 EXIST 5-0 RESET FROM STA. 6+41 6+40, RT. COLL R3-8 REMOVE Z 8+13, RT. COLL R3-5L 2-6x3-0 B - MOUNT ON MAST ARM 8+13, RT. COLL R3-5 2-6x3-0 B - MOUNT ON MAST ARM a C 8+13, RT. COLL R3-5R 2-6x3-0 B - MOUNT ON MAST ARM UNE 1 LINE 2 LINE 3 LINE 4 SPEC'S 9+38, RT. COLL R1-1 REMOVE LEGEND LETTER LEGENDLEGEND I LETTER LETTER FEND LETTER slw�o. C 9+61, LT. COLL GS-I 5-Ox1-0 B B MOUNT ON MAST ARM WIDTH HEIGHT WIDTH HEIGHT vaDTH HaGHr MOTH HEIGHT G S161 a 10+51 9+61, LT. COLL R3-6R 2-6x3-0 B MOUNT ON MAST ARM 5 3.38 8.00 COLLEGE c0 9+61, RT. COLL R3-5L 2-6x3-0 B - MOUNT ON MAST ARM 8.00 PANELMAT'L 10+51, RT. COLL R3-5L 2-6x3-0 B - MOUNT ON MAST ARM 1 4.12 0.00 s"LETAG" 9 4.ze a.oo �DTH 10+51, RT. COLL R3-5 2-6x3-0 B - MOUNT ON MAST ARM T 3.15 6.00 s' o• Q 10+51, RT. COLL R3-5R 2-6x3-0 B - MOUNT ON MAST ARM H 2.53 6.00 HE'GIIT 10+51, RT. COLL GS-1 5-Ox1-0 B B MOUNT ON MAST ARM 4.65 0' A 4.65 8.00 �` 10+67, LT. COLL RI-I REMOVE V 4.69 8.00 5.0 SQ.PT. 11+52, RT. COLL R2-1 E 3.0o e.00 MARGIN R7-1 RESET 6-0 EXIST 7-0 RESET AT SAME STA. BORDER 11+53, LT. COLL R3-8o 3-Ox2-6 A - 6-0 IA. 5-0 0.51 13+03, RT. COLL R7-1 RESET 6-0 EXIST 7-0 RESET FROM STA. 12+87 CORNER 1s• 14+52, RT. COLL R7-1 RESET 6-0 EXIST 7-0 RESET FROM STA. 14+73 LE EN REFL'A' 15+55, LT COLL W3-1 REMOVE ■ RFFL B• N� WHITE 1"Qrs TA ACKGROUAND ' ❑ RLFL RDBERT R't'; ■ w •e• t MA`IN i yq GREEN /♦YT GRFF" 3By�.'.i�.EY,'fT./,[B:•. 2- 4+62, RT. 19th W3-1 REMOVE TOTAL 45.00 row TOTAL W. TOTAL FTESE0.1E5 ?U3 T TA TEMP.TAL TEMP, TEMP, SERIES B 6+40, RT. 19th R3-8a 3-Ox2-6 A - 6-0 2.5 IA. 5-0 DG EFT T 50 LEFT IEPT LEFT ARROW s'zE EDGE EDGE EDE EWE 7+56, LT. 19th R3-2 2-Ox2-0 A - EDGE 7•50 EDGE eDGGe RIGHT w� R3-2 2-Ox2-0 A - 6-0 2• 1A• 5-0 SIG" 60.00 SIGN SIGN SIGN CH[CIOD- WIDTM WIDTH WIDTH WIDTH IMtt 8+20, LT. 19th NT-I N7-IP RESET 6-0 EXIST 5-0 RESET AT SAME STA. 8+68, RT. 19th R3-80 3-Ox2-6 A r 6-0 2PIA. 5-0 8+72, LT. 19th R2-1 RESET 6-0 EXIST 5-0 RESET AT SAME STA. SIGN DESIGN CALCULATIONS LuZ 9+30, LT. 19th R3-5L 2-6x3-0 B MOUNT ON MAST ARM MOUNT ON MAST ARM AMwMARVIN & ASSOCIATES PROJ.NO. W 9+30, LT. 19th R3-GR 2-6x3-0 B Traffic,Transportation& Civil Engineers PRO.I.TIRE COLLEGE fT.a S.I"AVE.INiERSECRON > 9+30. LT. 19th CS-2 5-Ox1-O B B MOUNT ON MAST ARM W O 9+62, RT. 19th R 1-I REMOVE Z Cr 10+29, RT. 19th R3-5L 2-60-0 B - JMOUNT ON MAST ARM 10+29, RT. 19th R3-6R 2-6x3-0 B - IMOUNT ON MAST ARM Q — 10+29, LT. 19th GS-2 5-Ox1-O 8 B MOUNT ON MAST ARM 10+48, LT 19th RI-I REMOVE 2.DDO. COLLEGE ST , 0 Cr 11+35, LT. 19th R3-8o 3-Ox2-6 A - 6-0 2 IA 5-0 z.00 _ _ -- ~ 11+80, RT. 19th R2-1 RESET 6-0 EXIST 5-0 RESET AT SAME STA. Od N 13+62, LT 19th W3-1 REMOVE w w (n Lu cc: Z Z LINE II I LINE 2 LINE 3 I LINE 4 SPEC'S LETTER LETTER LFRER TEETER SIGN NO. W LEGEND LEGEND LEGEL LEGEND GS-t W WIDTH HEIGHT WIDTH HEIGHT WB)TH HEIGHT WIDTH HEIGHT nw J v.ss a lo.. W Q C 4.58 8.00 COLLEGE J Z 0 5.12 6.00 PANE MAT'L J L 4.20 6.00 SHEET ALLIM. O L 4.20 6.00 VADrH U E 4.20 8.00 r o• U G .88 8. 0 HEIGHT 4 0 I D LL E 3.00 8.00 LL 8.00 AREA Q S 4.58 8.00 5a W.n. Cr T 3.00 8.00 MARGIN CS BORDER 0.5' .•' CORNER R LEGEND ❑REFL ■ REfL.R' CIXOR WH. PROJECT NO. A K ROUND ❑ REEL'A" ■ RFFI.'B" caLDR Survey By: G.E. GREEN 7DTuV7.1 TOTAL TOTAL TOTAL LETTER SEWS S "AS CONSTRUCTED" Design By.• RRM TEMP. TEMP, TIEW. TEMP. SERIES B MARCH, 1996 Drown By: KRH LEFT LEFT LEFT EDGE ED E EDGE EWE ARROW SIZE RRM ADDITIONAL INFORMATION FROM CONSTRUCTIONCheck By:RIGHT RIGHT RIGHT RIGHT S'GNED', �'`��JELxE EDGE EDGE EWE RECORDS DENOTED AS SUCH:(�� Date: 4/25/95 SIGN 60.00 SIGN sIGEE SIGN cHLCEED. REVISIONS: WIDTH VADTH W o7H VnDTN AS-BUILT 3/22/96 Sheet# of Total ME-PIB.9LR 12 23 a� W .c REMOVE W3-I WHEN REQUIRED Q W ad3HV w 20' 8' MINIMUM = 60' ' 20' V dO1S Z LANE LINE \ Q CENTER IN LANE C C EXISTING MARKINGS E STOP BAR m IT I N Co 4 12.0' 12.0' ,o R/WTI kR/W TYPICAL PAVEMENT MARKINGS - ro l / 24' YELLOW PAINT - AT STA. 12+90.0 N °� CANAL R/w 30DEG. a25' SPACE TYPICAL WORDS & SYMBOLS LAYOUT Z EDGE of I NOT TO SCALE � ti 13+00 TYPICAL PAVEMENT MARKINGS Cu PAVE. I AT STA. 12+00.2 4' WHITE - j EDGE OF PAVE. PLASTIC 4' DBLE. YELLOW 4" SMITE ry PLASTIC PLASTIC �� L„ I I VAR. VAR. 12.p� 6.9' 12.0' EDGE I m PAVE.OF C 3.5' - O 4' SMITE EDGE OF I PLASTIC PAVE. E 4' DBLE. YELLOW 12+00 PLASTIICCE PLASTIC Q n USE AS IS R1-1 Z� STA. 11+35 I SEE SHEET NO. I4 FOR dOlS NEW STA. II+53 R3-8a ATNO NEW INTERSECTION DETAILS. R3-8 36"x30" R3-8a COLLEGE STREET w REMOVE 36"x30" � Z w > STA. 10+00.0 COLLEGE ST. I1+00 0 0 0 O O 0 O Q 0 STA. 10+00.0 19th AVE. O 0 O o O REMOVE O o 0 0 oxe cL o o o a M v IInn W3-1 a c In t+0 I N N •rvno�c" O O - - Q .......... STA. 6+2J.9 N CANAL R/W I - STA. 13+74.4 •srrIIL1 V T A S C ' STA. 6+79.4 + STA. 14+07.7 ~ _ ..+G�••••••.� , _-_-_�--___ ------ - - -4 l ' CANAL R/W 4AAVCL (n `` 'IlA . uaao.crl .Rr)r`g14 __ ___ ----------- ------- _I_ ___-_ _�_-\ ____ __ _ _ _ Q ,(r 5 1 let NEW SILVER FLEX. DELINEATORS --- -- -- e 75' SPACING REMOVE ~ STA. 13+54.7 i R/W VY3_I RESET AT III II I STA. 14+29.7 t �z (A O STA. 13+03 R/w i ii ii i +;gz0 ~ RESET AT R7-1 EDGE OF PAVE.I II n � " z Oy r NOTE NEW �g�o i It ii i STA. 14+52 W EDGE OF PAVE. Im�z I I III W MOUNT NEW SIGNS R3-SL III III R7-I EDGE OF PAVE. O R/W ON POLE WI 30"x36'• 9+00 1 EDGE OF PAVE. MAST ARM W � Cf) 5.2' VAR �,N m; a 45'" 33' & 21' R3W5 VAR. ii ii NEW APPROACH TO 2 O r I EDGE OF PAVE. 30"x36" STA. 8+68 5.0' MIN. MSLI FAMILY HOUSING PROJECT - 5.I' Z � Z EXSTING MARKINGS 4' MITE 4' MATE - CL PLASTIC RESET AT NEW PLASTIC BY OTHERS W Y R3-BO EXISTING MARKINGS _c b 4' MATE 4' MATE O NEW I.7' (TYP. 1 4' WHITE C Q STA. 5+50.0 5' R3-5R PLASTIC PLASTIC 2 36"X30" --- -- - PLASTIC _ _ N CS-3 r ONLY E-- - Q E 4' DBLE. YELLOW ---- ---- - E o 24' YELLOW PANT- 30"x36" 1 24' YELLOW PAINT - 26i I PLASTIC I 4' DBLE. YELLOW �r 9.2' 30 DEG. a 50' SPACE c VAR. 4" DBLE. YELLOW _ 30 DEG. a 50' SPACE I �/R/W PLASTIC 4' DBLE. YELLOW 1 +-' Q 26r1 PLASTIC 2611 - PLASTIC 261 4" MATE PLASTIC c 4' DBLE. YELLOW 8+00 4' M1ITE ? U Z 9.8, I TYPICAL PAVEMENT MARKINGS 3.2' ry PLASTIC R/W STA. 7+88.5 PLASTIC 1" AHITE p'� LLJ W 4" MUTE 26r l 711 VAR. AT STA, 12+33.8 PLASTIC cc PLASTIC 3.8' Co G Cr LLI 26.5' PLASTICS W W EDGE OF PAVE. W ♦- EDGE OF PAVE. 5.0' D= Z d EDGE OF PAYE. TYPICAL PAVEMENT MARKINGS _3--" ''----'- (- TYPICAL PAVEMENT MARKINGS EDGE OF PAVE. AT STA. 7+47.1 STA. 7+13.5 EDGE OF PAVE. 06 AT STA. 4+43.8 TYPICAL PAVEMENT MARKINGS ' WORDS!SYMBOLS SHALL W 66 AT STA. 5+80.7 NEW 7+56rog PAVE TYPICAL PAVEMENT MARKINGS (3 C7 BE PLASTIC (TYP.1 EDGE OF J R3-2 7+00 4" WHITE AT STA. 15+18.0 J Z Z 24"x24" PLASTIC STA. 6-52.5. 6.0' RT. STA. 6+40 8' YELLOW _J UI z BEGIN 8" MATE PLASTIC NEW STA. 7+63.6 PLASTIC 4' DBLE. YELLOW STA. 7+56 STRIPE R3-BO 18.0' RT. Q PLASTIC NEW I 36"x30" 8' WHITE o R.•39.0' U (� R3-2 CIrL'i PLASTIC a• PAVEMENT MARKINGS Ifle 24"x24" STA. 7+51.0 AT THIS MSU APPROACH _U 1 37.3' RT. LL 24' YELLOW PAINT - 4' DBLE. YELLOW 8' YELLOW v ___-__ Q 30 DEG. a 25' SPACE E PLASTIC PLASTIC '•o TYPICAL PAVEMENT MARKINGS 5.0' 12.0' 12.0' 12.0' 5.0' I R.•39.0' AT STA. 6+32.5 STA. T+38.4 I 18.0' RT. 8' YELLOW NOTE: EDGE OF - ' I 6+00 _ ' 3.5 yAR 4' MII7E PLASTIC SEE SHEET 12 FOR r; SIGN SUMMARY. PAVE. EDGE OF I VAR• PLASTIC OO 4' MATE E 4' MUTE AVE. 12.0' I6.9' 12'0• PAVE.OF i PLASTIC PLASTIC ~ LZ 4' DBLE. YELLOW I I EDGE OF 1 ti 4" DBLE. YELLOW PLASTIC PAVE. EDGE OF PLASTIC STA. S+42.5 PAVE. TYPICAL PAVEMENT MARKINGS I 4' WHITE AT STA. 4+76.5 4• WHITE /" WHITE PLASTIC PLASTIC PLASTIC ___ PROJECT NO. 4' MATE I STA. 5+42.5 TYPICAL PAVEMENT MARKINGS rrAS CONSTRUCTED" PLASTIC , _ s+oo AT STA. 5+66.3 MARCH, 1996 Survey By: G.E. EDGE OF 1 , R.P. STA. 5+19.0. E PAVE. Dogs:=c=c=��o=�== TAPER PROJECTION LINES- 1 j j R.-I 6 II ADDITIONAL INFORMATION FROM CONSTRUCTION Design By.• RRM BEGIN TAPER a STA. 4+76.5 I I RECORDS DENOTED AS SUCH: ` J Drawn By: KRH STA. 4+81.5- 1 rot, r EDGE OF PAVE. END 4' DBLE. YELLOW 1 Check By: RRM PLASTIC I' TAPER PROJECTION LINE- SCALE: 1" = 50' Date: 4/25/95 12.0' r BEGIN TAPER a STA. 4+76.5 REMOVE W3-1 REVISIONS: STOP AS-BUILT 3/22/96 STA. 4+76.5 - E EXISTING MARKINGS AHEAD h f BEGIN 4" DBLE. YELLOW PLASTIC -I,-s-N 13 1 23 GUIDE SIGN LEGEND STA. 12+00.2 CANAL R/W Lu c 3.5' LT. �R/W WHEN REQUIRED � 20' '8' MINIMUM = 60' 20' ~ GS-1 lJJ I I 12+00 LANE LINE19TH AVES D 4" V Wj WHITE PLASTIC V CENTER IN LANE 0 NEW 1'-0" x 5'-0" Z �- 8" & 6" SERIES "B" LETTERS j R/W STOP BAR Q COLLEGE ST uM�irO RESET AT NEW ,' o" X .-0.- GS c rn _ 35 SAME s35) TYPICAL WORDS & SYMBOLS LAYOUT n 8" SERIES "B" LETTERS N I NOT TO SCALE vj Z ` N z O STA. `NOTESHEET SEEE NO. 12 FOR SIGN STA. 11+34.0 ' �11+34.0 NEW DESIGN DETAILS. R3-51- ~ a� 4" WHITE PLASTIC I 130"x36" Q STA. 1 1+14.0 ONLY C STA. I 1+34.0 NE a 8" WHITE PLASTIC [E R3W6R I I I 30"x36" Q REMOVE RI-1 a o 0 1 1 +00 dOlS NEW USE AS IS GS-2 SNOW ROUTE & COLLEGE ST O O <� O R2 I (35) I I I O O + + FITw f � + I P.C. ISTA. I 0+60.0 O REMOVE CV r- 00 y M P.T. STA. 10+59.5 l lgt ) + RI-I - (19th) NE CANAL R/W� - - - p,C. STA. 9+32.3 GSWI - R• (COLLEGE) 50,0, 0.0 N7 - - - NEW 1�` R• 5 � �..._�Y GRAVEL R3-6R i JROBERT R APPROACH 30"X36" � 4.0' ^ R/W GRAVEL o• M6$7IE tC R/W 4" DOUBLE YELLOW o (TYP. l APPROACH `r - - PLASTIC - - - - o - GRAVEL \ O\ APPROACH > NEW 4" WHITE PLASTIC �c R3-5L ITYp ) P.T. STA. 10+68.2 P. I. STA. 12+33.8 4" WHITE PLASTIC n 30"x36" a (COLLEGE) 1:7' LT. VAR. STA. 10+20.0 8" WHITE I VAR. (19th) PLASTC 2.2' 9.8' (TYP. ) 2.2 9.8' STA. 1 1+28.8 STA. 9+55.0 s P. 1. STA. 11+48.8 7;1 Z 1 P. 1. STA. 8+13.0 12.0' a 12.0' 14.2' RT. - W STA. 10+00.0 COLL 26: 1 2.2 RT. STA. 10+00.0 19th AVE. 26; 1 2 STA, 7+6T. 1 W -7 12.0' TA. 10+33.0 P.T. STA. 10+47.8 12.0' 6 - W > J STA. 8+33.0 �� 24" WHITE (COLLEGE) (COLLEGE) I - P. I. STA. 7+47. 1 PLASTIC (TYP. ) 11.7' RT. 12.0' STA. 9+51. I 5.0' Z STA. 9+49.0 22.6' RT. W W 27.4' LT. (19th) 4" WHITE PLASTIC 5.0' (19th) Q - � 8" WHITE PLASTIC � o STA. 9+37 9 _ - - - - - - - r Z (D P.C. STA. 9+51.7 0 4" DOUBLE YELLOW O 8" WHITE PLASTIC (COLLEGE) ^� z_ PLASTIC R/W � F-- 4" WHITE PLASTIC o o NEW U WORDS & SYMBOLS SHALL y I �� 30"x36" P. I. STA. 1 I+q9,0 tgzzo ;m RESET AT BE PLASTIC (TYP. ) + _ REMOVE " 2 SAME STA. W W � RI-I - - / NEW R7-1 (25) & Lu Im Z Z� R3-5 �t PI9thSTA. 9+31.6 30"x36" U) 06 W 06 J CD R/W COLLEGE STREET NEW 1S 303��0� 9+00 ?� 30wx36" J z Z GS-z STOP ° z U NEW REMOVE to V) R3-6R RI-1 U 30"06' NEw GS 1 Q NEW Ago C R3-51- IM _4&_ 30"x36" Q) �; y ai o ? RESET AT 8" WHITEIPLASTIC ~ ~ SAME STA. R2-1 (45) ilwn O33dS 4" DOUBLE YELLOW PLASTIC I PROJECT NO. R/W 0 A� o o SCALE: 1" = 20' survey By: G.E. o 0 0 0 vi C' �' ui Design By., RRM RESET AT "AS CONSTRUCTED" Drawn By: KRH 1R SAME STA. s31N z ix3H lOM00 a3uli Check By: RRM N7-1 AVaHdH r 8+00 MARCH, 1996 N7-IP iaoor Date: 4/25/95 4" WHITE PLASTIC ADDITIONAL INFORMATION FROM CONSTRUCTION REVISIONS: 4" WHITE PLASTIC RECORDS DENOTED AS SUCH: \ ASVSloLT 3/22/96 R/W ---I Sheet# of Total -19-MDGN �4 , Q) II II SYMBOL LEGEND D 5- Bool,plotO TYP. 12' SYMBOL LAI 0 PB PULL BOX SINGLE UNIT Loop CLAM SHELL 11111— SIGNAL POLE,BASE& MAST ARMS MOUNT ......... DI&O E LO -+ib- VEHICLE SIGNAL INDICATION 12, R 12- 12- O c.r.,I U R ......... --------- P -.-:---� -: ;—Xg—; I.... !,-- PEDESTRIAN SIGNAL INDICATOR 12' y 1,2. Y I2* 12 11 1 1 ....... .0 B NEW LUMIN IRE ON SIGNAL SM. SIGNAL POLE NUMBER 2- G 2 2" 12. 0 MO VEHICLE IND REFERENCE NO. J Z. P-1 L ........ �E (D PEDESTRIAN IND.REFERENCE NO. 12"y <3>% ........ A H ;.:i.: ca NEW CONDUIT& WIRE L F E P Ohm H�L O -=.D- EMERGENCY PREEMPTION DETECTOR (2>00<9> 0 PEDESTRIAN L:i_: N.......... ... SIGNAL INDICATIONS INDICATIONS R/W 0 SIGNAL & PEDESTRIAN INDICATIONS LOOP DETECTOR WIRING SCHEMATIC II II Conduit Run Designations CONDUIT SCHEDULE -.A or ­G c—.o CANAL R/W - .. I(-ire P-) I-Z, o-.1 R/W 13.01, — - -.- ux- IN IN U A 3 2' Rigid 2 2 2 1 4 1 F-92� 2.6' Rigid 1 T------ 6 2 2 2 2 1 4 C 2 r Rod 1 1 1 2 1 L------- ------- D 2 2' Rigid I 1 1 2 1 CN E 2 r Rigid I I 1 I F 2 r Rigid I 1 1 6 2 G 2 2' To& I I 1 3 I Wx10'Loops Centered In Lane(TYP.) I I I H I I.&- 111& 1 1 1 1- 1 Rigid 1 1 J I r Rigid I I I 1 2 TYPICAL LOOP LOCATIONS Future Sigrid Pole K 1 1.61 Rigid 1 1 Location I PEAK PM HOUR 10 YEAR DESIGN VOLUMES L I r Rigid 1 1 Future Signal Pole SCALE: 1" 20' ­6 M 1 1. Rigid Location New A. • N I 1.V R.,d 0. 0 1 Rigid 1 Pull B New Type 11 A,Id Pull Box P I r 1 1 V" Future Curb& Gutter(Typical) CANAL R/W 0 D.1goat- v. ER R Pole N-be,CTYPI" 4, (Typical' V14 Signal Pol.(Typical) - ------ -- E/W -------------- -- 2 New P -Number(Typ) cut 23 -lieders-tria-n-Fn-dicatTan 2 New Type 11 R/W Pull Box 0 COLLEGE STREET <D t t D 10'L 6'. ..p Detectors(Typ WB--T2: ) fill U) 10+00.0 .Bi Al z ... . 7S� C LLEG 0 ElEt�, E. I E SOT-02 STA. 0.0 LU Most Am for Bidirectional 191h AVE. ....... ....... Visit.Ind. LU -...:.. - E Leatil Control Signs` Preempt I'm ency No.Cryp)--C7 LU >.......I..................... Clore 0 Detectors classic, ==P.- -------- Future Z :ES-RI --------------- ------------------ Sig"I LU z ........ Head(Tyr) V hicle > 2 Signal Ind.(ryp) --—————— ———— ———— ————————————————————————— 9 r GD 10 t Now Now Type 11 13 Pull Box New Luminaire ---------------------- ---f7a Ir— New Type'S' L) < rw,� -6 LU 250 Wan HPS No, Type I P,11 Flux 25 Power Service 0 z u - Mounted On Signal .... .............. ....... U) Type III Semi-c WIN Pedestrian 3 66 cc(Typical) Pull so, . ... ... ...........- ------16A-- (D Indication (Ty 1.1) LJLJ UJ Pole#3 LU Future Cr Nal PP13 el 4 :4 U L iwk—1 'Now Typia 11 7�� i'i T 06 Pull Box LL R/W New 51 m[Controller ................................ ................................. LU LL Minot I Type P ..................--------................................................ 6 (D -J PedestrianIndication And Conc.Pedestal < LU < no,,Pole Pit tr Future Me 8 -J z & Pushbutton Pushbutton ------ -J 7 2 (D Pedestal0 uo �3 U) ............................................................................ NEMA MOVEMENT IDENTIFICATION NOTES: PHASING DIAGRAM -8 PHASE NEIVIA CONTROLLER R R/W LL <LL 1 IN 1.Work on this project generally consists of Installation of traffic signal hardware,conduits,wiring,loops,and all Items necessary for a complete d operable signal system. I I I I Q) 2.Signal contractor shall schedule and coordinate his work with all I I I I TRAFFIC SIGNAL & LUMINAIRE POLE SCHEDULE Q) C J n other contractors or subcontractors working on other phases of Station Signal Signal He Emergency Lumin. Top Foundation Lumin.this protect. Pole P Preempt of Pole on Offead Meet Distance Head 1.2 mom Mount Notes 3.All underground utilities shall be located and marked prior to No. Coll." Length Pole on Meet Detect Length Be-Elev. Dia, Depth Haight -M beginning any excavation on this project. By Engineer 9'0" 35' 9+61 33'LT 15(y **r>O'-38'-26' 44' 15, TO" 4�The Contractor is responsible for picking up City supplied materials at the City storage area and transporting 10+45 29'LT 45' Wain. them to the site for installation LLJ 5.The Contractor will be responsible for installing poles and all 10+51 1 53'RT 45' 45'-33'-**21' 39' 15' By Engineer 2'6" 7'6" 35' other signal hardware whether supplied by the City or not z 9+56 70'RT 45' **45'-33'-21' 15' By Engineer 2'6- 1 7'6- 35' Survey By.* G. E. LLJ I > New ype 1 5 8+13 52'RT 45' Signs @ 46'-M2l' 15, By Engineer 2'6" 7'6' 35' Design By.. RRM < Pull Box 4� 6 *8+00 32'11T - 15' By Engineer 2'0" 4'6" 35' Drawn By: RRM "AS CONSTRUCTED" 10+38 48'RT - - By Engineer 116- 1'6- - PPB Pedestal Check By: RRM MARCH, 1996 I I0) Date: 4/25/95 ADDITIONAL INFORMATION FROM CONSTRUCTION T-- 9+56 551RT - BY Engineer 2'0" TO" - PPB Sit Ped.Head Only REVISIONS: RECORDS DENOTED AS SUCH:(� 19th Ave.Station Tenon For Future Head AS-BUILT 3/22/96 STREET& UTILITY LOCATIONS Sheet# 91' Tola, cc 19 P 7,0" 15 1 23 LOOP DETECTORS Lu FL2dlre f 7 � y� rn 7 r 1 � RIGID CONDUITS C -•' V ... .................... .. B ' r --- 3 .. PULL BOX i i JJ� i Future /T//� N o o h 1 1 1 I --- .-.- NOT TO SCALE mP') ��,�'� 40 3 6 E❑ 2-2"RIGID CONDUITS ' L--- L--- :...... �1 NEMA MOVEMENT IDENTIFICATION p PHASING DIAGRAM -8 PHASE NEMA CONTROLLER Q BIDIRECTIONAL 22 ~ k EMERGENCY PREEMPTION POLE DETECTOR (OPTICOM) POLE # 2 09 TERMNAL (TYP.) 23 41 t; POLE # 1 STRIP (TYP.) / I Q c R R EC 2-2"RIGID CONDUITS v`pj 3 / PEDESTRIAN PUSH Y�- O COLLEGE STREET BUTTON (TYP.I / PEDESTRIAN SIGNAL /h C14 21 INDICATION (TYP.) O O \ � 250. H.P.S. PEDESTRIAN SIGNAL O TYPE III SEMI-CUTOFF INDICATION NUMBER OW.) (TYP.) i------r--r-T------I Wam i i WB-T2 SIGNAL MAST c 2 �P 1-2"RIGID CONDUITS I i ARM (TYP.) /'VEHICLE SIGNAL Gm / � INDICATION NUMBER (TYP.) i WB L1-� �i W LOOP DETECTORS �/ '------J '------J ------I i------I VEHICLE SIGNAL LOOP DETECTORS EB� O 2 i EB-L1 i INDICATION (TYP.) ` a e,-'/ 1---_4___-__J i DESIGUNATION(TYP.) Og a ❑ / B 2-2.5"RIGID CONDUITS a' ES-T2 i j ; EB-T1 I I J ------1�---/------� M 1-1"RIGID CONDOR J l � 1 I I I I EB-R2 i j 'i EB R1 ,_ y ____J 2s MONTANA POWER POLE # 7 OVERHEAD F- �` 5 SERVICE WIRES Z LLJ tPOLE 5 w POLE # H I 2-2"RIGID CONDUITS LU I ❑A 3-2"RIGID CONDUITS LU O 1L\\ I .4 24 Z CC CL GID CONDUIT 9 I I J >2 U 1-1.5"RIGID CONDUIT CONTROLLER CABINET r Z Q --- ago � P D �2 POLE # 3 LOOP NEMA L) W �� AMPLIFIER VEHICLE (Z) C)N 10 CH-1 MOVEMENTS �Cr low ❑L 1-2"RIGID CONDUIT 0 0 p 250. CH-2 #1 Lu W W J a 1 1.5"RIGID CONDOR A NEW TYPE "B" CH-4 #3 F'Z POWER SERVICE CH-5 #4 �� z POLE _ MOUNTED ON P CH-6 #5 W #3 J /1 I CH-7 • #6 W Q > � CH-8 • #7 Z � J POLE # 4 '-- '--- % ' --r RIGID pQ— CONDUIT POWER I) LL WIRING COLOR CODE - PHASE AND FUNCTION -';� Q SYMBOLS CONDUCTORS 12,NO.14 AWG 12,NO,M AWG 12,NO.N AWG 12c NO.14 AWO ]c NO.M AWG )c NO.%AWG ]c NO 14 AWG )c NO.14 AWE I r NO. COLOR TRACE IND.NO.0/MO FUNL.IND.NO. LMOVE FUNC. IND.N0.O/MOVF FUNC. IND.NO.//MOVE FUNC. IND.NO 01MOVE FUNC.IND.NO.0,MOVE FUNC. IND.NO. /MOVE FUNC. IND.NO /MW FUNC. I I 1 I O (11 w 1 BUCK NONE SPARE SPARE SPARE SPARE 21 C DN1K 22 L DWLK N A DWII( X C DWIK I Z I 2 WADE NONE 1,2,3 M NEU. 5A BB NEU. 718 M NEU. 10,11,12 02 NEU. T1 L NEU. 22 C NEU. 24 A NEU, 26 C NEU. L-- L--U _ PED.PUSH K 3 RED NOW 1,2A M RED 616 N RED 7A AS RED 101L12 r2 RED SPARE SPARE SPARE SPARE BUTTON LOOP DETECTORS r A GREEN NOW 1,2A M GRIN 6.8 BS GRIN 7,0 M GRN 10,11,13 C1! ORN SPARE WLK 23 A WLK X C WLK SPARE JVLK � FIN 1 1-1.5"RIGID CONDOR - N•�• 5 ORANGE NONE 1.2,3 M YEL 5B N YEL )A M YEL 10,11,12 V! YEL SPARE OWLK 23 A DVJII( 2fi C DWLK SPARE 111 _ B BLUE NOW SPARE SPARE SPARE IS11,12 02 21 C MK 22 C WLK 24 A WLK 2e C Iv] . . PROJECT N) WHITE BLACK SPARE NEU. 4 S7 NEU. 0 A-BB NEU. SPARE NEU. SPARE NEU. 23 A NEU. 25 C NEU. SPARE LIGHTS B RED BLACK SPARE RED 4 S1 RED S A-BB RED SPARE RE B GREEN BLACK SPARE GRIN 4 N GAN B A-54 GRN SPARE GRN Lu F❑ 2-2"RIGID CONDUITS t0 ORANGE BLACK SPARE YEL 4 B1 YEL B A-SB YEL SPARE YEL \ PED.MOVE. Survey By: G.E. 11 BLUE BLACK SPARE WLK 4 B1 14-YEL 0 A+SS YELL SPARE / Design By.. RRM 12 BLACK WHITE SPARE DWLK 4 •1 G B A+SS GRN SPARE Q EMERGENCY Drawn ey KRH E.-W. QI Y NO 14 PED.PUSH BUTTON ® be NO.U POLE TERM.TO VEH.IND, ® ]c NO..POLE TERM.TO VEH.IND. } "AS CONSTRUCTED" PREEMPT RRM Check By: MARCH, 1996 Dare: 4/25/95 p 3c NO 14 OPTICOM ® 2 NON LIGHTS 0% ADDITIONAL INFORMATION FROM CONSTRUCTION REVISIONS: RECORDS DENOTED AS SUCH: AS-BUILT 3/22/96 ® 2c NO,12 LOOP LEAD 1L 3 N0.8 AWG POWEP ' POLE Yf 6 _ h t O1 Total GROUND ROD BOX Q�62 [, 6c NO 14 PEDESTRIAN SIGNALS Q t NO.N)BARE COPPER GROUND a 1-i"RIGID CONDUIT CP I!-PF.D4u W .c TWISTLOCK TYPE Q W O) PHOTO-ELECTRIC > Lo LUMINAIRE MAST CONTROL V ARM O V 0 C I m 1 � O 4 0 Z TYPES I,6, 1 1 & 16 TYPES 2.7, 12 & 17 1 ci I NON-FUSED BREAKAWAY FUSED BREAKAWAY Q c 3 OF NO.14 AWG O IDENTITY DESCRIPTIVE ¢I I � SYMBOL & NO. WIRE SIZES i Q I 9 i �4 I "TAIN 2 —{1/L�— PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER- oINSULATED CLEVIS120/240 VOLT RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL SERVICE 3 -V� IN THE GROUND OR INSTALLATION IN SUNLIGHT.EACH HOUSING SHALL PROVIDE A SECTION TO FORM SIGNAL MARMWEATHER HEAD A WATERTIGHT SEAL AROUND THE CABLE AND A ENTRANCE FITTING 4 SECTION TO PROVIDE A WATER-SEAL BETWEEN THETYPES 3,8, 13 & I8 TWO HOUSINGS AT THE POINT OF DISCONNECTION. 2" RIGID CONDUIT 'EACH KIT SHALL BE SUPPLIED WITH SUFFICIENT 3 OF NO.6 AWG nOTA^;'�. 5 9 — SILICONE COMPOUND TO LUBRICATE METAL PARTS POLE , ;.•••••••.,•y ' 0 AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. 6 3 OF NO.14 AWG _ ;.• RVAfVIN 6 0 WHERE INDICATED A COPPER PIN AND A COPPER " 3637E r RECEPTACLE BOTH OF AT LEAST 90X CONDUCTIVITY n 10 SHALL BE CRIMPED TO THE CABLE. THE RECEPTACLE �� N.E.M.A. I .t 7 Q/L?— FUSED BREAKAWAY TYPE 3R SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN i CABINET 6 THROUGH THE USE A COPPER BERYLLIUM SPRING _ 8 5 /}'•'� I AND SHALL BE EQUIPPED WITH A DISPOSABLE ' MOUNTING PIN. THE PIN SHALL BE OF AT LEAST 1 HALF-HARD MATERIAL AND THE CRIMPING PORTION i j AUTOMAT IC 9 5 5 SHALL BE FULLY ANNEALED WHILE THE REST OF 1J METER BASE THE PIN IS MAINTAINED IN ITS ORIGINAL STATE OF HARDNESS. THE RECEPTACLE SHALL BE FULLY 10' MIN. 10 ANNEALED. THE PIN AND RECEPTACLE SHALL LOCK 5' MIN. i 3 OF NO. 6 AWG POWER Z TOGETHER SO THE CONNECTION WILL BE MAINTAINED & I OF NO. 6 GROUND & 4 WHEN A MINIMUM FORCE OF 20 POUNDS TENSION 6' MAX. i 1 BARE NO. 10 AWG GROUND 11 W a ,-, �, TYPES 4,9, 14 & 19 IS APPLIED TO THE ATTACHED CABLES. i W 12 �.V �- B FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF W O J SPRING LOADED 90X CONDUCTIVITY CONTACTS FOR 2' MIN. III III Q 4 GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. J l 5" Min. LU 13 4 10 0 THE CONTACTS SHALL BE FULLY ANNEALED AND > LLJ ADAPTED TO BE CRIMPED TO THE CABLE. I GROUND ROD BOX Q — Q 4 4 NON-FUSED BREAKAWAY TO CONTROLLER II Z 14 I I p LLI 4 J —5/8"X 8' U 15 4 4 �4" SCHED. 80 J COPPERWELD V PVC CONDUIT w/ GROUND ROD o2S W m I BARE N0. 6 AWG (n 16 cr LLJ W 0: Z 17 0 _ J TYPES 5, 10, 15 & 20 CITYPE "B" ELECTRICAL SERVICE DETAIL w v 8 _�/C�� 0 0 NOT TO SCALE W JQ 19 o m J C7 W 10 0 OU (n J 20 10 W ' NON-FUSED NON-BREAKAWAY Izo/zoo VOLT �J SERVICE PHOTO-ELECTRIC E AWG NO.6 CONTROL ILL. o METER BASE AWG NO.14 r CIRCUIT BREAKER Q) O LIGHTNING ARRESTER I 30 AMP.2 POLE. Q_ �-z L WATERTIGHT CONNECTORS SINGLE THROW CIRCUIT BR NOT TO SCALE 30 AMP, POLE,R I } AUTO-OWITCHANUAL SINGLE THROW 30 AMP RELAY PROJECT NO. N.E.M.A. TYPE 3R 2 POLE,SINGLE THROW CABINET I "AS CONSTRUCTED" AWG NO.6 Survey By: RRM BARE AWG NO.6 V f---- MARCH, 1996 Design By: RRM GROUND ROD - :TO LUMINAIRES ADDITIONAL INFORMATION FROM CONSTRUCTION Drawn Sy: KRH RECORDS DENOTED AS SUCH Check By: RRM AWG NO.6 TO SIGNAL AWG NO.10 GROUND 4/25/95 CONTROLLER Date: REVISIONS: AS-BUILT 3/22/96 TYPE "B" SERVICE WIRING DIAGRAM I Sheet# of Total NOT TO SCALE 23 coi 9-Pi O t�.i. m Lu .c POLE SHAFT SIGNAL ARM FOUNDATION TYPICAL SIGNAL MOUNTINGS Q TABLE IO O t ANCHOR BOLTS tV9'S0. 20* O O O O O O O ®ao nooTYPE (1) LOWER SHAFT 15',20',25'& 30' 18°SO. 1Y4"x 70"x 6"(OVERALL-76") 1" 8 NC - 5' A325 1/," 1/z• 7 7'-0" 6'-7" 2 -6' ©TYPE (2) LOWER SHAFT 35'.40'&q5' 19"S0. i�'4"z 75"x 6"IOVERALL-81"I 1�/4 7 NC - 6" A325 1�'i" I�'4" B 7'-6" 7'-I" Y-6°TYPE (2) LOWER SHAFT 50' 19"SO. 1Y'4"x 75"x 6"(OVERALL-81") V/4"- 7 NO - 6" A325 1%" 13'4" B 9'-0" B'-7' 3'-0" NOTE-PIPE BRACKETS SHALL BE USED FOR MOUNTING TRAFFIC O AND PEDESTRIAN SIGNALS O � TO THE POLE SHAFT UNLESS OTHERWISE SHOWN ON THE ad PLANS, y MOUNTING POINTS o ®o®C O®a0 oo®c SIGNAL FACE ARD Z C o TABLE 2 • 2 4 • 4r 4r r r r 4 MASTSTANDARM PIPE BRACKETS FOR POLE MOUNTING ELEVATOR PLUMBIZER CLAMSHELL POLE MOUNTING N SIGNAL EMERG.VEHICLE SIGN PANEL SIGNAL SIGNAL SIGN PANEL LUMINAIRE SIGNALS PED.S GNAL CONTROLLER CAB. MOUNTING TRAFFIC AND PEDESTRIAN SIGNALS MAST ARM MOUNTING PEDESTRIAN SIGNALS ONLY ` ~ DETECTOR DESIGN AREA 12.0 SOFT. NIL B.0 SO.FT. 9.0 SO.FT. 9.0 SO.FT.8.0 SO.FT.3.3 SO.FT. 9.0 SO.FT. 3.0 SO.FT. 4.72 SO.FT. (`0 DESIGN WEIGHT 135 LB. NIL 100 LB. 105 LB. 105 LB. 100 LB. 75 LB. 210 LB. 80 LB. 200 I.B. NOTES ~ Q) DRAG COEF.(CC) 1.2 NIL 1.2 1.2 1.2 1.2 0.5 1.2 1.2 1.2 Q STANDARDS SHALL BE DESIGNED IN ACCORDANCE WITH THE 1975 AASHTO STANDARD SPECIFICATIONS O C FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS (AND ANY TABLE 3 p AMENDMENTS THERETO). 15' 20'& 25' 30',35',40'& 45' 50' DESIGN WIND VELOCITY SHALL BE 90 M.P.H. * * * & & W IM * * r & * * * W * * QI DESIGN AREA = AREA WITH MAXIMUM WIND LOAD (WIND IS PERPENDICULAR TO STANDARD, AS SHOWN). MTG.PTS. 1, 2 & 3 I, 2. 3 & 4 I, 2. 3. 4 & 5 I, 2, 4, 5 & 6 DESIGN WEIGHT = DEAD LOAD. ^ Q ALL TYPE (1) LONER SHAFTS SHALL BE DESIGNED FOR = 30' AND A MDUNTING HEIGHT OF 45'. ALL TYPE (2) LOWER SHAFTS SHALL BE DESIGNED FOR A = 50' AND A MOUNTING HEIGHT OF 45'. 10 NO - 3" A325 (TYP.) ANCHOR BOLTS SHALL BE A449 OR EQUAL. TOP END SHALL BE GALVANIZED AND THREADED 12"(MIN.I. It NO - 21/2 A325 (TYP.) WELDING PROCEDURES, SYMBOLS, BASE METAL SPECIFICATIONS AND GRADES MUST BE CALLED OUT T- PRIOR TO FABRICATION OR APPROVAL. 10„ _ { POLE SHAFTS, ARMS, AND ACCESSORIES SHALL BE GALVANIZED REMOVABLE PER ASTM DESIGNATION A123. 45«(TYP.) 2' SCHEDULE 40 A53 PIPE _ L VA. WIRE SHARP EDGES FOR _ f *7- 15 PUSH BUTTON WIRE PROTECTION) WHEN SPECIFIED O '�pNTAN%, j'4" THREADED SCHEDULE 40 \ ;°•�':•" "''«,,4 ` 7° t_T� 1 2" SCHEDULE 40 A53 PIPE A53 PIPE (BREAK SHARP EDGES 2" SCHEDULE 40 A53 PIPE ++ O ITYP'1 IBRE AK SHARP EDGES FOR FOR WIRE PROTECTION( (BREAK SHARP EDGES FOR EXTEND CONDUIT 5" 9yZ"1- WIRE PROTECTION) R I WELD HOOK TO POLE WIRE PROTECTION) ABOVE BASE OF SHAFT I SHAFT FOR SUPPORT E2 1« I OF WIRE CLAMP LUMINAIRE 2'- 0" MIN. 1/4 i SIGNAL MAST ARM NpTERRAL MAST ARM 3'-I0^ i" GROUT LUMINAIRE ARM ANCHOR BOLT 4" PLATE TOP, I I UPPER W3 •1,*4,•5 &*6 2" BEVEL PROTRUSION 4" PLATE BOTTOM AND SIDES I I SHAFT ccy- MIN.11 GAUGE 5" TO 71/z" _ I FACE OF CURB I'/," SCHEDULE 40 A53 PIPE + *7 _ 'U t" PLATE (BREAK SHARP EDGES FOR --y I I WIRE PROTECTION) 2" 61/z" 6'/2" 21/=" UPPER SHAFT $I LUMINAIRE ARM CONNECTION*A36 I MIN.II GAUGE 2'- 0" I 4" 2 I I II LOWER SHAFT FOR *1,*2.*3,*4,*5 &*6 FOR *7 O - -ll I NOTE-REMOVABLE CAPS SHALL BE COUPLING DETAIL ~ I H- I/4" PLATE TOP, SUPPLIED WITH EACH COUPLING COPPER GROUNDING Z BOTTOM AND SIDES EXCEPT FOR•8, W9 &*10. (NOT APPLICABLE TO WB,&9 &W10) NOTE-LUMINAIRE ARM AND SIGNAL STRAP BETWEEN CLASS "D" WARM ARE IN THE SAKE ANCHOR BOLT,VERTICAL PLANE, ON THE CONDUIT AND BARE FOUNDATON O WSAME SIDE OF THE POLE. AWG NO.6 GROUNDWIRE 4-ANCHOR BOLTSW O I I I 12.5, O I SIZE AS REO'D. ::) 0 B N0.6 BARS Lu Q O q11 2.5' ♦2 12' _ EOU ALLY SPACED W cfl-c J REMOVABLE CAP 12' > G LANE USE CONTROL 35'& 45' 5" W 5« -_ SIGN - MOUNT LEVEL MOUNTING 3" Q Q STREET NAME SIGN - HEIGHT 0.5' I 3� -- MOUNT LEVEL Y O �I Q SIGNAL ARM CONNECTION 3• TYPE "C *< z.s'tI.s ��-� °' U cr MOUNTING BRACKETS - SEE DETAIL SHEET 5 TYPE "D" 6* I W Q MOUNTING BRACKETS - Q SIGNAL ARM SEE DETAIL SHEET -7 MIN. 7 GAUGE TYPE (I) OR (2) W W Z LOWER SHAFT lAP W I- Q ARROW TO BE LEFT OR RIGHT, MIN.7 GAUGE M x Z UPPER I OR BOTH AS REQUIRED. - :_ WB IS ELEVATION AT BOTTOM OF TRAF. O OF tt 4 HOOPS PLATE PUSH PORCELAIN ENAMELLED SIGN, PUSH SIGNAL HEADS (FIELD MOUNTEDt ,° SPACED EQUALLY 00 BUTTON 5" x 7)14", BLACK LETTERS BUTTON ° AT ABOUT I'- 0" T WAIT FOR ON WHITE BACKGROUND. WAIT FOR CENTERS W J J T GREEN BACK OF CASTING SHAPED TO WALK W9 IS ELEVATION AT BOTTOM OF PIED. tt 6 BAR (TYP.) U a� A36 PLATE ,SIGNAL, FIT CURVATURE OF POLE. SIGNAL. SIGNAL HEADS (FIELD MOUNTED) 19, O LONG -2'/z" CLEARANCE J Z Z _ MIN. //K��O W10 IS ELEVATION AT BOTTOM OF USE GRADE 60 REINFORCING STEEL O (D V 13"50, CONTROLLER CABINET (BAND MOUNTED( TYPICAL FOUNDATION U v' V) FOR COLOR FOR "DON' T WALK-WALK" U SIGNAL SIGNAL 3" THREADED SCHEDULE 40 A53 PIPE, to' LLLOWER SHAFT PROJECTING FROM SHAFT 2", WITH LL HANDHOLE REMOVABLE CAP. BREAK SHARPEDGES T� Q AND COVER FOR WIRE PROTECTION. 45«(TYP.) y=" NUT HOLDER PEDESTRIAN PUSH BUTTON SIGNFOR GROUNDING 2 5' Q) 2A & 3A STANDARDS pNOTE-A HANDHOLE DETAIL A36 PLATE AND A NUT HOLDER I 18" DETAIL SHALL BE REMOVABLE COVER PLATE REQUIRED. SHALL BE PROVIDED WITH EACH POLE SHAFT A5 CURB- Y'4" PLATE I tol TERMINAL PROJECT NO. NOTE-COVER PLATE DETAIL I COMPARTMENT u SHALL BE REQUIRED. LOWER SHAFT q5«(TYP.) / Q O AS CONSTRUCTED" Survey By: RRM p POLE MARCH, 1996 I O FIRM SIGNAL -- SHAFT ADDITIONAL INFORMATION FROM CONSTRUCTION rawn Design By: :: KRH SHAFT TO SHAFT SLOT = ANCHOR BOLT ♦ '/4" (TYP.) �� RECORDS DENOTED AS SUCH: Check B FIRM MOUNTING PLATES DETAIL TYPE 2A TYPE 3A A36 PLATE Date: 4/25/95 TYPICAL ORIENTATION FOR REVISIONS: BASE DETAIL AS-BUILT 3/22/96 PIPE BRACKET MOUNTED SIGNALS Shegett# of Total cou-rn.o�« 10 1 23 i LU •� W Lo V0 ' U � N N c_ ao i/ DONT � o m WALK a O PEDESTRIAN SIGNAL C Nt �j INDICATION ro N AS PER PLAN SHEETS TERMINAL WALK (TYP. ) COMPARTMENT ` ~ Ci TERMINAL 4-1/2" SLIPFITTER COMPARTMENT / TERMINAL _ Q I� Q) COMPARTME 4-1/2" SLIPFITTER PEDESTRIAN 2 ' 4-1/2" SLIPFITTER PUSH BUTTON Q TERMINAL C COMPARTMENT 4-I/2" SLIPFITTER ° q _ L PEDESTRIAN PEDESTRIAN bb DONT PUSH BUTTON PUSH BUTTON Q WALK 2-1 El WALK STEEL"PPE,STA 4'- ^ -1/2" 0.D. 'n IN LENGTH 4-1/2" 0.D. ANDARD c STANDARD S EL PIPE STEEL PIPE M o CLASS "D' " x'' CONCRETE ��' °°` I'16" FOUNDATION .•,n, ,. 4-1/2/2" .D. 4-1/2" 0.D. STAN D STANDARD •o ST PIPE STEEL PIPE TYPE 1-100 TYPE 1-120 L--I -6" i� TYPE 1-80 U) I-_ USE GRADE 60 REINFORCING STEEL Z W P W J M LA #6 BARS -7" LONG) A SAP #6 BARS (2'-7" LONG) ��^^ IB TYPIC 1 (B TYPICAL I ? O TYPE 1-14 0 TYPE 1—16 0 ° #4 HO S AT ° #4 HOOPS AT ARROW TO BE LEFT OR RIX Z Ir LU 1'-0" CENTERS .1 \ 1'-O" CENTERS OR BOTH AS REQUIRED. LLIOL > O mot ' �— \ ° Q ANCHO BOLT °' ANCHOR BOLT \ � PUSH H � Z PORCELAIN ENAMELLED SIG f4 TYPI L1 A HOR BOLT (4 TYPICAL) ANCHOR BOLT BUTTON 5"x 7-3/4 BLACK LETT +.+ O cc CLE .; CIRCLE WAIT FOR ON WHITE BACKGROUND. OR Is — Q WALK N 2-I/2" :LE ANCE 2-1/2' CLEARANCE � U Q SIGNAL o2S W Z 0 o BACK OF CASTING SHAPEDo (/) FIT CURVATURE OF POST.N A- SECTION B—B MOUNTING ON PEDESTRIAN W W CAST BASE BUTTON POST, CASTING SW O BE FORMED TO TOP OF POZ CONDUIT SHALL PROTRUDE FROM NO.6 AWG BARE GROUND WIRE FOUNDATION AT LEAST 3" Z HANDHOLE OR PIGTAIL EXTENSION SECURED W 6 Q & COVER ^ UNDER ANCHOR BOLT NUT. 2" 6" 2" 6" FOR 'DON'T WALK-WALK' SIGNAL w J < SIGNAL LU Q II'll J Z '^ " =•o PEDESTRIAN PUSH BUTTON W .II ou•_!)G ne COPPER GROUNDING STRAP BETWEEN O ANCHOR BOLT, CONDUIT & NO. 6 AWC ii I o ii ' ii ii V Q BARE GROUND WIRE OR PIGTAIL �, 'il II A 2'-0" p II. Irn 2'-0' EXTENSION. - A .v 'I'I /"\ i. B < li II I' °. B V W •.4' " ��°'�.. a #" i LL cr u li' o n it # t w 1�—2' O"—___{ ° 3" o 3„ TYPE 1-12 0 & 1-10 0 PROJECT NO. Survey TYPE I-160 & I-140 "AS CONSTRUCTED"MARCH, 1996 Design Bv.• RRM ADDITIONTYPICAL O F FOUNDATIONS 1 RECORDSADENOTED INFORMATION SOSUCHOM CONS Drawn By: K RH Check By: RRM Date: 4/25/95 REVISIONS: AS-BUILT 3/22/96 Sheet# of Total _ �192 a� LU _ g � W rn V ' C � MAST ARM LENGTH USE GRADE 60 REINFORCING STEEL N C y G� Q C SEE POLE SCHEDULE LAP ti ► 7t 6 BARS (4'-1" LONG) c O m (B TYPICAL) 4 n r•'� �k 9 K 4 HOOPS AT C 1'-0" CENTERS Z ANCHOR BOLT ° J U SINGLE MEMBER TYPE (4 TYPICAL) a v ANCHOR BOLT CIRCLE if �i ♦` MASTARM (TYPICAL) j 2-1/2" CLEARANCE Q C SECTION A—A ° GROUNDING LUG v N0. 6 AWC BARE GROUND WIRE CONDUIT SHALL PROTRUDE FROM 1� OR PIGTAIL EXTENSION FOUNDATION AT LEAST 3" 2" 3" n n I 'I .(i�lia' COPPER GROUNDING STRAP BETWEEN ii ANCHOR BOLT, CONDUIT & NO. 6 AWG BARE GROUND WIRE OR PIGTAIL i i ii 2 -0 • ii "ii ° A EXTENSION. < A ,* �— ° �0t4 TANS' i FOR MOUNTING HEIGHT # ° v I�• SEE POLE SCHEDULE ° v I LL C I�2'-0'— L 3" In TYPICAL OF ALL FOUNDATIONS w w w > 0 > �_ F— Q LU BREAKAWAY BOLT L Z In 4"x 6" REINFORCED COUPLING (ONE +J C) HAND HOLE &COVER OF FOUR) Q U CAST ALUMINU � Q FRANGIBLE T NSFORMER C Q BASE WITH CCESS DOOR IW � z Cr z Q (n 2'I 2 BEV BREAKAWAY BOLT I w COUPLING � 025 •:n.'u ...u... fig,' . .v.. .° �T. r.a.Ii:u'. .n: ii AlLU a °•u ° 6" TO BE FORMED ° v' U J v ,�JI II IL AT THE TOP TO •c JI II ILA U A 2'-3" DIAMETER -_ U LL . v NOTE-TOP OF CONCRETE FOUNDATION SHALL v o LL ° BE FLUSH WITH THE GROUND LINE. ° n. 0 < A HANDHOLE DETAIL AND A 1/2" NUT HOLDER DETAIL (FOR GROUNDING) '.° v BOLT COVER tli v v SHALL BE REQUIRED. - - ANCHOR TRANSFORMER BOLT COUPLING TYPE 10—A POLE (BREAKAWAY TYPE) (BREAKAWAY TYPE) FDestgnBy. NO, RR BASE TYPES FOR LUMINAIRE STANDARDS By: RRM M"AS CONSTRUCTED" H MARCH, 1996 Check By: RRM ADDITIONAL INFORMATION FROM CONSTRUCTION Date: 4/25/95 RECORDS DENOTED AS SUCH: V..�.v.�..��1 REVISIONS: AS-BUILT 3/22/96 Sheet# of Total coi9-n2— 20 23 a, Lu CN a W � O U No. 8 CRIMPED HIGH CARBON STEEL m WIRE SPACED AS SHOWN. 6 ONE*�__C Q 5 THE OTHER WAY. y ? N o ti VENT FAN WITH Q THERMO. SWITCH NAT TOP OF CABINET C W��LOCK FLASH SWITCH AND POLICE PUSH BUTTON IN INSET DOOR.PUSHBUTTON CONTROL DEVICE Q SHALL PRETIME ALL YELLOW 11 PERIODS. THE YELLOW PERIOD INSET DOOR SHALL BE CAPABLE OF A 4'-0" SETTING OF I-10 SECONDS. PAINT CABINET ALUMINUM CONCRETE FOR PULL BOXES SHALL BE CLASS "DD" OR EQUAL ^LOCK r F—HANDLE VENTS WITH c FILTER 2 -4" CLEARANCE BETWEEN CONDUIT 3/8" BRASS J BOLT WITH n... FITTINGS AND CABINET SHALL 1' DIAMETER BEND ,.••oNTAN,,•, j CORRESPOND WITH THE LAYOUT �t•,.•••••••.,,y �! CONDUIT BUSHING W (•/Jl (TYp, ) OF THE BOTTOM OF THE CABINET. 2" 2" 2" L "? ROBERr���ttt. 2" BEVEL FF (TYP.) _ r rr't1 .uuu '11' n tu1 3 1/2' rr t1 u u1t 11 ' n nn CLASS ��D" 2„ CONCRETE iiDiiii FOUNDATION L 1pW I• IDL •'� .rr 1r 11 1111 t1 WATERTIGHT 1t tt11 (MT. DEPT. OF GASKET REQUIRED �� '�" TRANS. SPECS. ) D I' ,I I• I � „ 11 11 Ills 11 v � 1t1t REINFORCED CAGE 'rr it 11 rill 1 BETWEEN CONCRETE & ii iiii 1/2�� SCHED. 80 I• NO. 16 GALVANIZED f •I N if it BOTTOM OF CABINET. ii iiii PLASTIC CONDUIT r 3/4" MESH I BARE NO.6 AWG •� MIN .�i�-�� v ii iiii �_� ANCHOR BOLT 2'-0.. a tut G AIN n. -- 11 lilt ' (TYP. ) r1 �� 1111 SLOPE=1/2"/FT• 11 11 �•I F-1• �I f�1" H IIII=_III =11_IIII=11=_IIII =III�IIII IIII�II u�--Jul-mull = _:..o. _ � � �� =m=_ II =_ _ =_uu III—_ 't 1 3/8" BRASS HOLD DOWN BOLT W V iiii v GROUND L INE I. 11 11 tt nn 4" THICK it it v WITH HEXAGONAL BRASS NUT. c CONC. PAD • CONC. PAD u.n 3" MIN. G 11 11 11 LLl CONDUIT SIZE & v ii iiii ii ii LL1 > NO. AS REO'D. t t 1 t 11 iv i i GROUND ROD O �x (TYP.) o ti iiii 11 11 V BOX Z M W 11' 11 11 V i i i i LLl CL Q J n r Q J d -____- PULL BOX CONCRETE L Z �Q v ELECTRICAL BOND, NO.6 AWG MINIMUM DIMENSIONS rn LL1w v v v COPPER OR EQUAL ~ �3 TYPE I TYPE II 00 w IL BACKFILL TOP 6" WITH L = 19-1/4" L 25-1/4" 0 x EXCAVATED MATERIAL W = 13-1/4" 16-1/4" 4'-4" �- 2'-9" ---+� 6" W AND TAMP SECURE D = 12• D = 12" w � m o L D L = 14-1/4" D L = 20-I/4' � Z w Co NO. 30 FELT PAPER J IDW = 8-I/4" IDW = 11-I/4" � — FRONT ELEVATION SIDE ELEVATION 00 0 SEPARATION C L = 15" C L = 21" J J C W = 9" C W = 12" LLJ O J CONDUIT IN PLACE (D J cc D TYPICAL CABINET DIMENSIONS (t) 5/8" x 8' COPPERWELD 23• O AS REQUIRED Lu J Z z GROUND ROD w/ CLAMP •J Ur O WIDTH = 44" O — HEIGHT = SEE DETAIL ABOVE U U DEPTH = 26" O U DD C0 E I" CLEAN STONE LL O DRAINAGE Q cj \ QI Q) TYPE "P" CONTROLLER CABINET & BASE DETAIL a ti Nr1 ICI SCAl ! — -- TYPE I & II CONCRETE PULL BOX DETAIL NOT TO SCALE ri ROJECT NO. Survey By: RRM "AS CONSTRUCTED" Oealgn By.. RRM Drawn By: KRH MARCH, 1996 Check By: RRM ADDITIONAL INFORMATION FROM CONSTRUCTION Dete: 4/25/95 RECORDS DENOTED AS SUCH: REVISIONS: AS-BUILT 3/22/96 Sheet 21q cols-rn.oc" 23 Fcu-) ,. CURB & GUUTER COVER 90 DEG. SCH. 40 SCHtTiE_ PVC ELBOW PV SAWED SLOT PAVEMENTo _Y4PULL BOX CH. 40 PVC .,'p' a••,' ' O PULL BOX '^Z PREFORMED SILICONE FILLED LOOa AS MANUFACTURED ,_ "NEVER-FAIL LOOPS, INC."0 z Y ti i PVC (EYPS�H. 40 ''/x" -�'i" PVC SCHEDULE as O Ql 0 40 CONDUIT TWIST WIRE 2 TURNS W Q II 90 DEG. SCH. 40 PER FOOT IN CONDUIT TEE TYPE CONDUIT FITTING. Z O 90 DEG. SCH. 40 l_ DIMENSIONS AS SHOWN ON PLANS PVC ELBOW PVC ELBOW PLACE CLEAN STONE DRAINAGE UNDER TEE (I' SQUARE BY 2' DEEP). ' Ci NOTE: J ALL JOINTS TO BE SOLVENT WELDED. TYPICAL LOOP LEAD-IN W/CURB & GUTTER TO PULL BOX DETAIL Q C PREFORMED LOOP DETAIL NOT TO SCALE o NOT i 0 SCALE ¢I Q r\ N -- PAVEMENT AS PER PLANS LOOP LEAD COVER TRAFFIC BASE / PVC "`•""P1TAy"'• SCHEDULE 40 CONDUIT PULL BOX - - TWIST WIRE 2 TURNS PER FOOT IN CONDUIT 3-TURNS IF r, ' ,o i r a12 AWG WIRE TEE TYPE CONDUIT FITTING. { PLACE CLEAN STONE DRAINAGE UNDER At TEE (I' SQUARE BY 2' DEEP). ""'.. 6'x10'PREFORMED LOOP WIRING DETAIL NOT TO SCALE TYPICAL LOOP LEAD-IN WITHOUT CURB & GUTTER TO PULL BOX DETAIL NOT TO SCALE LU _I NOTE+ W THE MAX. DEPTH FROM THE FINISHED SURFACE W > W TO THE BOTTOM OF THE LOOP CONDUIT TO BE 6". Z Cr Q SIGN PANEL "+ XY4' ALUM. D_ ul I" MIN. NEW PAVEMENT OVERLAY CHANNEL W q, 7" AINLESS i Q 2 Z BANDING I L Z ' SIGN ATTACHMENT y _Li STAINLESS 4" SAND � HOLES a 6" CTRS. TEE BANDING mBACKFILL EXIST. PAVEMENT i II uLOOP CONDUIT �xSIGN PANEL W WOEXIST. BASE COURSE ' " '� Cn II WW WWAFT OR MAST ARM ii ii Z Z PREFORMED LOOP INSTALLATION IN (D __EXISTING PAVEMENT vV/NEW OVERLAY DETAIL � ;,-?; BANDIT PRODUCTS OR 11•_ II EQUAL " HEX HEAD BOLT SHAFT, MAST ARM OR POSTWNOT TO 4__lI ALE NOTE+ Z MINIMUM OF 2-BRACKETS PER SIGN. II II FIBER WASHER Op CL Y4" %�j" ALUM. '1 I INOTE: CHANNEL ' ITHE MAX. DEPTH FROM THE FINISHED SURFACE ' O "AS CONSTRUCTED" Q OJTO THE BOTTOM OF THE LOOP CONDUIT " " MARCH, 1996Ir TO BE 6". PRODUCTS OR i i i I" MIN, NEW PAVEMENT EQUAL �I " ADDITIONAL INFORMATION FROM CONSTRUCTION Qi Q) RECORDS DENOTED AS SUCH: O .J � in SIGN PANEL BAND-IT PRODUCTS OR I` c ~ EQUAL SAND BACKFILL CHANNEL ALUM. 1. SPACING - PLACE 3" FROM LOOP CONDUIT -- --- END DWOF SIGN. MAX. SPACINGBET fPR07JECT NO. NEW BASE COURSE SIDE VIEW ' FRONT VIEW 2. ALL METAL USED IN THE FABRICATION OF THIS TYPE OF MOUNTING BRACKET SHALL RRMBE OF STAINLESS STEEL OR CADMIUM PLATED yHI-CARBON STEEL, OR GALVANIZED STEEL TO esign By.. RRM PREVENT UNDUE CORROSION AND STREAKING. PREFORMED LOOP INSTALLATION IN SECTION VIEW Drown By: KRH NEW PAVEMENT Check By: RRM Date: 4/25/95 NOT TO SCALE TYPICAL SIGN MOUNTING BRACKET - TYPE "C" TYPICAL SIGN MOUNTING BRACKET - TYPE "D., REVISIONS: NOT TO SCALE AS-BUILT 3/22/96 NOT TO SCALE Sheet6 Total cols-"s.oc" 22 23 UUUUWLWWu&A-3Special Guide Sign Keyoo Recommended Project Phase Sequence LU�� A-1Men 1 A-1 � 1 BBH B UF10UP DETDURW 1 PHASE®�®®®®��❑®❑ 19th AVE 19th AVE L O V ti CLOSED 1 A.•1 4 R mmlTml�m®� o$H❑ f SOUTH OF A�'t CLOSED A� Maior Install Coliege Install 1Wh Remaining Street C ®m®B��L�- COLLEGE AT�6Y gctjviry Conduit Crossing Culvert Crossing Construction C pl � SITi ARG SIGNING�7'� (_ d M ymmm WLLJ® �' DETOUR USE WILSON A-5 1st Priority 1st Priority Grading 8 Base 0 m d N m❑OO�0a Install Loops Push 8 Trench Conduits Q o Install Loops Pole Bases C q' 19TH AVE East Side Of & Conduit m O W.College ks Z Q m❑mm CLOSED A-Z NO TNRLI A-6 Concurrent Intersection South Side Of Utility AdjusCurbs& tments W. ~ o-. Work Intersection ��©�® m AT GARFIELD TRAFFIC O Pavement Widening A-1 Juh '�-' -- 2nd Priority Overly & Markings U mm �A-2 A-3 ry 2nd Priority YQ � J Montanan®i.�Y>Llmm� Excavtion & Base Signing & Signals 5 I� C ExcaWion & Base S j Course So.Side College Course South Side 4 C USE 11TH AVE A� C Ui Ltno n d. State is r �� ----------- Time Contract Time Max.= 5 Days ContractTlftte Q Limitations Traffic Control' Sign Number Untversl G A-2 A-Y D A-4 A-5 Plan Designation - ra City of Bozeman 8 City of Bozettsan • - Traffic MUTCD -- TCP tom - Control Standards Aft* tom Standards w Standardf ♦g yo �A-4 ■m♦o 8 A-5 Traffic Control Plan Produced by The Contractor n g Construction Guide Signs Shall be Submitted to the Butte District Traffic Engineer, Associated with TCP "A" Alternate: Montana Department of Transportation for Approval Phase 2 - Traffic Control Plan "A" (Alternate @ Site '6" Black Letters on Reflective Orange All Sign Installations Shall Conform to M.U.T.C.D. O 'Detour Signs T and Montana Department of Transportation Standards > At Other Critical Be Used Junctions ' Q As Necessary City of Bozeman Standard Construction Traffic Control Layouts Shall Apply to All Phases and Work Items Which Signs To Be On Portable Are Not Specifically Addressed Hereon � ' ^lu Mounts Or On Conspicuous light poles a ���® 03SOTJ F--,N LV LOCI ACC�Si TGrtrC ONIy C W OLocal MSU Z O z A-1 Campus Z Cr Q®® LU dOlS Street Q - Q Z College Street O JO Hcr a`6 fn Z /P '! L U F- U � ® �- U Work Area INSTALL AT: 111 06 7L m ® c S.19th AVE. & GARFIELD ST. w Q Q S.19th AVE. & LINCOLN RD. .-1 Z 1Ir m m Other Intersections as Required .J oO d U � KAGY BLVD. LL _ V Use Existing Maintain Stop Signs X Local Access (Typical)inn ® y 4� "AS CONSTRUCTED" W. Garfield B MARCH, 1996 PROJECT NO. ADDITIONAL INFORMATION FROM CONSTRUCTION Surve G.E. ( P RECORDS DENOTED AS SUCH: Y By: Design BY.• RRM TO a !� ` Wx Drown By: RRM RRM an" Typical MSU Local Street Check By: 4/25/95 Access Signing REVISIONS: AS-BUILT 3/22/96 A-6 During Construction Sheet# of Total CO-19-23-k 23 23