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HomeMy WebLinkAbout15.D.1. Letter of Support for removal of Scott St/CSAH 69 Traffic Control Signal r I ;f I IS: O. /~ CITY OF SHAKO PEE Memorandum TO: Mayor & City Council Mark McNeill, City Administrator FROM: Bruce Loney, Public Works Director SUBJECT: Authorize Letter of Support for Removal of Scott Street and CSAH 69 Traffic Control Signal for Scott County DATE: February 3,2004 INTRODUCTION: Attached is a signal justification report, as prepared for Scott County by Short-Elliott- Hendrickson, Inc., for the signal modification at CSAH 69 and Fuller Street and for the removal of the signal at CSAH 69 and Scott Street. The County is requesting a letter of support from the City agreeing to the removal of the Scott Street signal upon the modification of the Fuller Street signal. BACKGROUND: Attached to this memo is a Capital Improvement Program (CIP) project sheet for extension of Fuller Street, from 1 st A venue to Levee Drive, a project associated with the HRA development ofNorthridge Court. Included in this project is the modification of a traffic control signal at CSAH 69 and Fuller Street. In this CIP project, staff did include $50,000.00 of Capital Improvement Funds for our cost for the signal modification. Attached to this memorandum is a signal justification report from Scott County with a preliminary estimate of $99,180.00 for the signal and roadway improvements, in which 50% would be paid by Scott County and 50% by the City of Shakopee. Additionally, the City of Shakopee would be responsible for 100% of any emergency vehicle preemption modifications costs and the electrical operating costs would still be the responsibility of the City of Shakopee, as it currently is. Attached also is a revised estimate cost from January 22,2004 in which Shakopee's share is estimated at $51,518.00. Also included in the signal justification report from Scott County is a signal removal analysis for the signal at Scott Street and CSAH 69. With the relocation of St. Francis Hospital, the Shakopee Area Catholic School, the major fire station in Shakopee being relocated to Vierling Drive, and the construction of T.H. 169, the need for a signal at Scott Street and CSAH 69 is not warranted. If the signal system at Fuller Street and CSAH 69 is modified, the Senior High Rise at Levee Drive and Northridge Court will have a signal system for vehicles leaving and entering this area. The purpose of this agenda item is for City Council to authorize staff to prepare a letter of support for the removal of this signal system at Scott Street and CSAH 69. This letter is needed as part of the signal justification report for the Minnesota Department of Transportation. ALTERNATIVES: 1. Approve a motion authorizing the preparation of a letter of support to Scott County for the removal of the traffic control signal system at Scott Street and CSAH 69, upon the modification of the signal at Fuller Street and CSAH 69. 2. Do not authorize a letter of support for the removal of the signal system at Scott Street and CSAH 69. 3. Table for additional information. RECOMMENDATION: Staff recommends Alternative No.1, as the modification of the signal system at CSAH 69 and Fuller Street will meet the traffic needs in the area north of 1 st A venue and lessens the need for the signal system at CSAH 69 and Scott Street. Also with the reduction of traffic, relocation of the hospital, Shakopee Area Catholic School and the main fire station in this area, the need for a traffic signal at this location is not warranted. ACTION REQUESTED: Approve a motion authorizing the preparation of a letter of support to Scott County for the removal of the traffic control signal system at Scott Street and CSAH 69, upon modification ofthe signal at Fuller Street and CSAH 69. ~f:1f Bruce Loney Public Works Dir tor BUpmp SIGNALSYSTEM CIP Projects 2004 . 2009+ Project Manager Project Type: Project Title: Total Project Cost: Bruce Lone Street Reconstruction Fuller St. from 1st Ave, to Levee Dr. $150000 A, Ex enditure Items: 2004 2005 2006 2007 2008 2009 Land & ROW Construction 120,000 Improvements Engineering! Admi n. 30,000 Total 150 000 . . . . . B. Fundin Source: General Fund Capital Improvement Funds 50,000 Tax Increment Fund Park Reserve Fund Grants (specify) Donations (specify) 100,000 ((HRA) State Aid Assessments Sanitary Sewer Fund-Base Sanitary Sewer Fund-Flow Sanitary Sewer Fund-Trunk " Storm Drainage Fund-Base I Storm Drainage Fund-Trunk " Tax Levy (Xl Total 150 000 . . . . . Description: Fuller Street construction from 1 st Avenue to Levee Drive, including traffic signal modifications. Justification: To provide a connection to Levee Drive and Municipal Parking Lot which will better serve the downtown area and as part of a development on the City parcel north of 1 st Avenue and east of Fuller Street. Other Comments: This project may involve the removal of the traffic signal at Scott Sf. and 1st Avenue. May receive Scott County funding. OperatinQ Costs: ~~- ~ -- Iiiii Iiiii - .... - - - - - - - - - - - " Scott County HIGHWAY DEPARTMENT SIGNAL JUSTIFICATION REPORT FOR CSAH 69 & Fuller Street (Modification) AND CSAH 69 & Scott Street (Removal) City of Shakopee Scott County S.P. - - --- and! or S.A.P.70-669-001 and!or S.P. _-_ (if Mn/DOT Funds) . Program: Funding Category: Letting Date: Work Identification: Traffic Signal 1 hereby certify that this report was prepared by me or under my direct supervision, andtbat I am a duly Registered Professional Engineer under tbe laws of the State of Minnesota. Stb I Registration No. Date I concur with your determination tbat a traffic signal is justified at this location based on the Signal Justification Data. APPROVED: Metro-Assistant Division Engineer-State Aid Date (if Mn/DOT funds:) APPROVED: Metro-Assistant Division Engineer- Traffic Date APPROVED: Director, Mn/DOT Office of Traffic Engineering Date TRAFFIC SIGNAL JUSTIFICATION January 2004 City of Shakopee Project Description The proposed signal is located in the City of Shakopee in Scott County, as shown in Figure 1. County State Aid Highway (CSAH) 69 is currently a 4-lane urban design roadway in the area of Fuller Street, with an auxiliary left turn lane provided for the WBL movement. CSAH 69 is classified as an A-Minor Arterial roadway. The posted speed limit on CSAH 69 through this area is 30 MPH. Fuller Street to the south of the project location is a 30 MPH 2-lane urban roadway, on-street parking and sufficient width as to operate as a two-lane approach. Fuller Street serves as a primary access point onto CSAH 69 for traffic leaving downtown Shakopee. Fuller Street to the north of the project is presently being constructed, creating the need for a signal revision in order to accommodate a fourth approach leg. The north leg will also be a 30 MPH 2-lane urban roadway, but will not provide on-street parking. The intersection is currently controlled by a four-phase traffic signal including a protected left turn phase for the westbound left-turn movement. The present signal was installed during the reconstruction ofCSAH 69 (then USTH 169) in 1993. Most components of the existing signal will be left in place, with additional equipment added to accommodate the north leg presently being constructed. Figure 2 shows the present intersection geometrics. The developer constructing the northerly extension of Fuller Street will modify the existing medians in order to accommodate a new northbound left turn lane and a new crosswalk. Figure 3 illustrates the proposed intersection geometrics. The proposed traffic signal modifications will eliminate the protected left turn phase; therefore the new system will operate as a four-phase fully actuated signal. The signal work will maintain the current Emergency Vehicle Preemption System, with additional components to accommodate the new north leg. Also included in this project is the removal of the existing traffic signal at CSAH 69 and Scott Street, two blocks west of the Fuller Street signal. Traffic levels at this intersection are far below the 60% level required for signal retention as described in the 2003 edition of the Minnesota Manual on Uniform Traffic Control Devices. As required by the MMUTCD, the removal will follow the procedure outlined in the User Guide for the Removal of Not Needed Traffic Signals (FHW A 1980). The Signal Removal Analysis Worksheet from this publication is included in this report. Cost, Fundin2, and Maintenance The engineer's estimate for this signal project and associated roadway improvements is $99,180. The proposed signal cost participation is as follows: 50% Scott County and 50% City of Shakopee (although state aid funds are anticipated for this project). Emergency vehicle preemption (EVP) modification costs shall be the responsibility of the City of Shakopee. Electrical operating costs will continue to be the responsibility of the City of Shakopee. Reconstruction of the concrete medians on the east and west legs shall be the responsibility of the private contractor building the northerly extension of Fuller Street. These improvements shall be conducted under pennit from the County. Schedule.awL:Proiect Manager Project manager: Brian K. Sorenson, P .E. Scott County Transportation Engineer 600 Country Trail East Jordan,MN 55352 Telephone number: (952) 496-8346 Estimated letting date: March 2004 Design Criteria and Exceptions No design exceptions to Mn/DOT or AASHTO Standards are required. Justification for Modification/Retention of Signal at Fuller Street Justification of this signal system was studied with respect to the warrants outlined in the Minnesota Manual on Uniform Traffic Control Devices (MMUTCD) for the intersection of a 2+ approach lane roadway (in one direction) with a 2+ approach lane roadway, using the 30 MPH speed limit for CSAH 69. Approach counts to this intersection were taken in November 2003. The traffic volume data obtained is included in the supporting materials of this report. The inplace traffic signal was installed prior to the opening of the USTH 169 Bypass and subsequent tumback ofCSAH 69 to Scott County. The opening of the USTH 169 Bypass in 1995 resulted in a marked decrease in traffic on CSAH 69. Per the November 2003 approach counts, a new signal system would not be considered justified at this location if it were currently unsignalized. However, the traffic volumes are not sufficiently low (below 60% of warrant values) to justify automatic removal of the inplace signal. The volumes observed were between 60% and 80% of warrant values, and therefore the signal may be considered for removal based on an engineering study per the MMUTCD. Due to the current and forecast growth in the area, Scott County does not consider removal of the signal to be prudent at this time. Furthermore, there is no evidence that the inplace signal is causing undue delay or safety problems. With the signal remaining inplace, modifications must be made to accommodate the construction of the north approach in 2004 in order for the signal to continue to operate safely. Justification for Modification/Retention of Sh~nal at Fuller Street Also included in this project is the removal of the inplace signal system at CSAH 69 and Scott Street. This signal was installed to facilitate egress from the area north of CSAH 69 when traffic volumes on CSAH 69 (then USTH 169) were much higher. Traffic levels have dropped considerably with the opening of the Shakopee Bypass (new USTH 169), making this signal unnecessary. Furthermore, the area to the north will soon have access to the signal at Fuller Street with the construction ofthe northerly extension of Fuller Street. The City of Shakopee supports the removal of the Scott Street signal system, as traffic volumes are sufficiently low that the signal causes unnecessary delay. Additionally, a high incidence of red-light violation was observed when studying this intersection. MMUTCD states in section 4B.2 that "A signalized intersection that does not meet 60 percent of the volume requirements of Warrant 1 and meets no other warrant should be considered not warranted and should be removed from operation." Peak hour counts were taken at this intersection to verify the need for removal. 60% signal warrants were not met for the peak hour periods; therefore it is reasonably assumed that 60% warrants are not met outside the peak periods. Additional analysis was conducted as required by the User Guide for the Removal of Not Needed Traffic Signals (FHW A 1980), which also supported the removal of the signal. Therefore, Scott County considers removal of the traffic signal at CSAH 69 and Scott Street to be warranted and justified. Upon removal of the signal, the intersection will be controlled by stop signs for the Scott Street approaches. Supporting Materials . 48-Hour Approach Counts - CSAH 69 at Fuller Street (3 Sheets) . Warrant 1 Analysis Worksheets - CSAH 69 at Fuller Street (3 Sheets) . Warrants 2 and 3 Chart - CSAH 69 at Fuller Street (1 Sheet) . Peak Hour Turning Movement Counts - CSAH 69 at Scott Street (3 Sheets) . Signal Removal Analysis Worksheet - CSAH 69 at Scott Street (2 Sheets) JIg-' '1 PA . ..-' .~~~- ~ ~~ ~212N ~-=- ~....., ~ t~ f ~ . 8~ L.. s:::: 212 ~ fa. ct:l <I> ()~ cott Coun 101 unks 3ke I I ---y--ti) 0 I a:: >- ~fu a:: ii3 14 I ffi - ~ Sr.W. I 0 I ST. W. ~ . 130TH za:: -10 (;) 130lh 81. w. -- 1. CREEKSIDE LN. 2 NORiH SHANNON DR. w OAK C IR. "' 3. SOUlH SHANNON DR. z :J 230AKRD ROSEWOOD 24 z ~ 20 CIR. ~ I- STONE- WILD BROOKE CT. ROSE CT. CUoARvIEW -J2.J _ ,......... . CSAH 69 I FULLER ST. FIGURE 1 ~~ ) ~'-~~~~::"'~ & CSAH 69 I SCOTT ST. rs;. ~,~ ": \/ . ''''.7- .:,. Project Location .. ;., ~.cott SIGNAL ~~,~~h.Dlirl)'t~4-f~(.~,1~, JUSTIFICATION REPORT ... . . , , , , :J~I 3'" ...., c. r- r- \ (i\ \ ~ t/) , -\ ;0 ~ ("i\ \\l\ \-1. (\ \. ~ I ; \ i , CSAH 69 I FULLER ST. FIGURE 2 ~~ ~~~~.. 'L~' ..... SIGNAL EXISTING INTERSECTION lScott .- ," ~'Io;! .~~. ~..~ ,~.i': ,':{-.. JUSTIFICATION REPORT GEOMETRICS - ~. -.w.... ....- ..... ~. ..~.' E!~;t"1:iI[~~~lifllrif~~1 ~ ~ 15' ..... '\2': - - 13' 8' 19' 12' ~ CSAH 69/ FULLER ST. FIGURE 3 "'/1' ,,~"". " , .. ~."" ~ .,' ,.,' ... SIGNAL PROPOSED INTERSECTION . Scott JUSTIFICATION REPORT GEOMETRICS .~l'bliit~~:llf/J:i~~~:';"'!~lf Scott County Public Works Page 1 600 Country Trail East Jordan, MN 55372 CSAH 69 EB Approach to Fuller Street (952) 496-8053 Special Count 2003-69EBtoFuller "'-Start--- .....-.Mon ----... -rue...... .. ---Wed-----.-TfiU--..--Fif------------ Avera-ge----------sar--Sun---.--.------- Week ___Time __......!?.:!'l.2."::Q...-----.----....-----------.------- Q~____._______._.___________t'_verage 1~00 ~ AM * * 14 8 14 12 * * 12 ij 01:00 * * 10 11 19 13 * * 130 02:00 * * 7 9 12 9 * * 91 03:00 * * 18 22 25 22 * * 22 rn 04:00 * * 64 48 51 54 * * 54 Eilll 05:00 * * 222 216 185 208 * *208 r,p%R;J.'~J.~m ~.~ : : iijif!r i:;"l!"" W~i ~1!!L~ : ::i:ij~fli!l 09:00 * * 291 256 280 276 * * 2i61'f.#;i:!t~1\filf\!iWm 10:00 * * 263 235 256 251 * * 251 lfm:~mH".0.'ffi:] 11:00 * * 267 293 284 * * 284 v1if;r,f.1r1t11~!\'WJiQl 12:00 PM * * 318 268 262 * * 262 01 :00 * * 259 253 * 256 * * . 256 fThTI&f::;;j~liil'i11 02:00 * * 279 269 * 274 * * 274 ~~ ~~~~~ : '" ,;,lJ~i ::';! i-.:i,~~~;i;;,::yW~~~,:: : i':~~ji;11!i~;~~~,i!i : : ",':; !;-'I~~~I:~:::~~1 05:00 * 256 273 295* . . 275 * * 275 ~~~ 06:00 * 203 224 215 * 214 * * 214Ii1lt;,i.~ 07:00 * 111136 100 * 116 * * 116~ 08:00 * 111 100 110 * 107 * * 107 ~g 09:00 * 82 89 85 *85 * * 85~ 10:00 * 59 67 64 * 63 * * 63 !TII 11:00 * 32 34 34 * 33 . * * 33 ~. -- Total 0 1418 5061 4848 2731 4862----0-0---- 4862 --~:;~y--~~~~-----29.~%-104.1% --~9.7% 56.2% 100.0% ------------..------------ --..:~;;k_...__~.~~______29.~~_~4.1~___ 99.7% 56.2% 100.0%. _____O.O:.o___~~O~~_____...____ _ _ AM Peak 07:00 07:00 07:00 07:00 07:00 --------. Volum~_____...___.______.~1Q....__. 616 583 603 ______________..___._______._________ 603 __ PM Peak 16:00 16:00 16:00 12:00 16:00 16:00 .. ------- .......y9~_'!l~___..._________.._____jQL___ 319 302 ___ 200 ___. 309 ._._______.______.._______..._._.___....___-..J~__ ---- --- - Total 0 1418 5061 4848 2731 4862 0 0 4862 --- - ------- ADT Not Calculated Scott County Public Works Page 1 600 Country Trail East Jordan, MN 55372 CSAH 69 WB Approach to Fuller Street (952) 496-8053 Special Count 2003-69WBtoFuller ---sfa-rt---'-- Mon ----.l'iJe---Wed --'--Thu .---.-Fii-------------p:verage-------.----- -'-Sat--'- -- Sun--..-----.-- -- Week ----- ... .....-- _h. ---- --- Time 17-Nov-O -- --.----- .______~____.__.__._____...____________.___.____..._.........._ Avera.9~.........__._.__.._.____._...____ 12:00 ~ AM . . 43 25 49 39 . . 39 J\ 01:00 . * 24 30 28 27 . . 27 ill 02:00 . . 17 16 17 17 . . 17Q 03:00 . * 14 15 12 14 * . 14 9 04:00 * . 19 18 24 20 . . 20 n 05:00 * * 63 74 76 71 * . 71 EillfJ 06:00 * * 146 126 134 135 . . 135 07:00 * : ii'>" ,j:f~~~~:;j:"f;!,:!j;!j?~~'i 281 252 . . 252 08:00 * 249 253 . . 253 09:00 . * 224'. 239 223 229 * . 229 ~':i,?0i'~j;I8j 10:00 * . 241 228 231 . * 231 Wt1ffi;;i;;'~::ml "'272' ,:;::~~~:!,W;lli1{f;\.f{::::fui:1 . * 269 240 . .......... "' . . 11:00 :\: ;:<;:!'.~"- ,;" .::" ':'H! 12:00 PM . * 332 315 309 . * 309 01:00 * * 280 302 291 * . 291 02:00 * 334 436 366 * 379 * * 379 03:00 . 521 500 539 . 520 . . * 'j:j__.:'~:~~!: :':l:~,,:: ~~: ::::j";!~j,:~::: . ....................... * """""642"" * * 04:00 ..... ... .. ". ........ .: :,"i.:.:::.:,.:".. ";! . ....... ........... 05:00 . 568 .' 594 609 . 590 . . 590 06:00 . 354 336 322 . 337 * . 337 07:00 . 240 255 17.9 . 225 . . 225 h'W%1!'~ 08:00 . 156 161 141 * 153 . . 153 ~l 09:00 * 139 159 150 * 149 . . 149 P:::!t%1!L1 10:00 * 84 85 89 . 86 * * 861IJ)kl1 11:00 . 52 67 '65 * 61 . . 61 [:2l 3113 5430 5169 1903 --.---- 5302---'-- ....---6------------.---0--....... ..----- 5302 ..-------. Total 0 ~------- ...H.___.__.__......__._______._____..._...._..___....._.._ ,...-. ..........-...-.-.------.-------.-..--.-.-..-.... % Avg. 0.0% 58.7% 102.4% 97.5% 35.9% 100.0% WkDay % Avg. 0.0% 58.7% 102.4% 97.5% 35.9% 100.0% 0.0% 0.0% Week AM Pear-...----------.-- 08:00 08:00 - 11 :00 --.------..-.---1.1 :00 -- ... .------------.----.---.---- .... ..---.....---11:00---.----.-.-------.- Volume 269 240 306 272 272 PM Peak ...------"16:00--16:00 16:00 12:00-.--.------16':00---- .-.----.--.-..------. _m.. - - . .-.-.----- 16:00"-'- --.------.---- . Volume 665 645 616 280 642 642 ----Totar------6---..-3113-------5430-5169-19of----.--------..5302--......------- ... --hOd "-0 .- -' --.------5302"------------------- ADT Not Calculated Scott County Public Works Page 1 600 Country Trail East Jordan, MN 55372 Fuller Street NB Approach to CSAH 69 (952) 496-8053 Special Count 2003-fullernbto69 --Start ---- --Mon---........TUEi.---...-Wer--- Thu-----.-.Frr--. -.. .---. ... .....Average-.--.------Sat---Sun--- Week Time 17-Nov-O . . '. Day Average ---:;2:00--....---.--.----.--.. ...... .....-.- ... .......-...-.--...-.-. .___._.___._._._....__.._________.__.___._.______.m ~ AM · . 3 1 3 2 .. 2 ~ 01 :00 · · 3 7 4 5 . .. 5 II 02:00 · · 1 2 4 2 .. 2 i 03:00 · · 0 2 4 2 .. 2 D 04:00 . · 3 4 4 4 .. 4 m 05:00 · · 19 19 17 18 .. 18 ~ 06:00 · · 25 46 37 36 .. 36 1i!~1\1f,\~~~,:fj 07:00 · · 57 61 78 65 .. 65 ~~rr\@J!~I;jmili!'~f.;lhj 08:00 · · 53 47 59 53 .. 53 ~~ 09:00 · · 43 56 64 54 .. 541\-$'?1E\!%l9ii:t::'iJlj . ~~~~ : : I. ;;j'.;i. 79 72 ..:.;~... :: J:iJ(,l,mm ,;,'i~J~~~:::=;:j 12:00 PM · · 78 74 70 .. 70 01:00 · · 68 74. 71 .. 71 Bj&t~,#,\\[*;:j,j~fli,tlli! 02:00 . 75 67 66. 69 * * 69 J1i:wtilt"%1tBWW!l!Wi:!llM ~~~~~ : .,:::::;".l$l:U:': .::l~:/:: ::1~~, ::?'..,:;:l~;:: :: J~:~'i::/;,!:i:~:,~~;=::~:~:~ 05:00 * 80 68 76 * 75 *. . 75 ~~'!ii~w.~!J!j;:J 06:00 * 69 55 72. 65 * * 65 ~~ 07:00 * 39 46 48 * 44 * * 44~~' 08:00 * 36 33 28 * 32 · * 32 ~~~ 09:00 · 20 14 27 * 20 · *20tfl*"il . 10:00 * 10 6 12 * 9 . * 9 ~ 11 :00 * 3 5 10 * 6 * * 6 ffil -Tota'---O 507 960~161--484 1038 0 0 ----- 1038 ---.----........-....-... ----..__.._._...._--_.._--_.~...._-_._---_....-..._--~.-----.-------.......------ ~k~:Y 0.0% 48.8% 92.5% 106.1% 46.6% 100.0% o/~:~k 0.0% 48.8% 92.5% 106.1% 46.6% 100.0% 0.0% 0.0% AM Peak-...--.-.m-..-.--.---------H:oo-----n :oo---Tfoo----------:rf:oo----------.-.-..------~ 1 :00 - Volume 67 89 81 79 79 -prJ'Pear-' ...--------16:00 -----'16;Q(j'--' --1"5:00.--..12:00--.-------16:0'0---- .------- 16:00---- Volume 95 98 108 57 95 95 .... --- t alai- -----0--------501"'--- -960---"1101 .- -.484----.---.-------- 1038 ----.----------0------0-------- 1038------.--..- ADT Not Calculated SCOTT COUNTY SIGNAL WARRANTS 600/0 Retention Warrants LOeA TION: CSAH 69 & Fuller Street DATE PREPARED: November 2003 PREPARED BY: Joe Gustafson MAJOR APP 1 C.S.A.H. 69 EASTBOUND November 2003 MAJORAPP 2 C.S.A.H. 69 WESTBOUND November 2003 MINOR APP 3 Fuller Street NORTHBOUND November 2003 MINOR APP 4 Fuller Street SOUTHBOUND Opening 2004 WARRANTS WARRANTS MET FOR MET FOR WARRANT MET MAJOR APP'S HIGHER MINOR SAME HOUR MAJOR APPROACH 360 540 MINOR APPROACH 120 60 2-Way WARRANT 1.1 Higher Volume WARRANT 1.1 WARRANT 1.1 Warrant 1 a Analysis Total A B Minor Approach A B A B 6:00-7:00 AM 599 1 I 1 36 0 I 0 I 1-- ~--.-- ---- ...-.---- f--- --. -~... 7:00-8:00 AM 855 1 I 1 65 o I 1 I X . -----..,,--.- -~._-_.._------ -~-,-_._--- 8:00-9:00 AM 649 1 I 1 53 010 I .. -~-- -----.-.--'"- 1----..------- --.-.-..--..-,,--- 9:00-10:00 AM 505 1 I 0 54 010 I --. --. -- . .-.-..-..-- -~-------_. --..".-.-..----- 1 0:00-11 :00 AM 482 . 1 I 0 72 o I 1 I -" -------.-. --------- f----------..-- --"...-.---- 11 :00 AM -12:00 PM 556 1 I 1 79 0 I 1 I X -. ~_._---- ------_.----_. --..-.---. 12:00-1:00 PM 571 __ 1 I 1 70 0 I 1 I X ._-_...~._---' -'-'---"- .----.-.--. ---------- 1 :00-2:00 PM 547 1 I 1 71 o I 1 I X ---- . - ---_._~-_. ..----..--.---.......------ --........-.-.-- 2:00-3:00 PM 653 1 I 1 69 o I 1 I X ---- .~_."----~-_. .--,----------_. -.-....-..-- 3:00-4:00 PM 796 1 I 1 90 0 I 1 I X _._~.- .-. - ---.-"..----.--. --~---_.'-_._-,-'"._---- ---..- .._..... --,-------- 4:00-5:00 PM 951 1 I 1 95 0 I 1 I X --- --.----.--- _...._--~_..._.._._~- 5:00-6:00 PM 865 1 I 1 75 0 I 1 I X .---...-----. _.~..._- ..---- ~._-_..- . --~...._--_.__._--- -'---' 6:00-7:00 PM 551 1 I 1 65 0 I 1 I X ..._._~.- --.--.------. --- -_._...~......._.......~..__. -...---.......--. 7:00-8:00 PM --:rl-~ 44 0 I 0 I ------ .--.- --..-.-.-...-.... .....----- ..._-_.._....~.~.".._-~,_...__...__.. 8:00-9:00 PM 32 0 I 0 I ----..-------..-..-...... -.-----234 ---- I 0- I 0 _. -~--_._._.__.._.._---_.- ---..-.-....-....----.-....-...-- 9:00-10:00 PM 20 0 I 0 I *Right Turns not reduced WARRANT 1.1, Condition A, WAS I WAS NOT MET Q OF 8 REQUIRED HOURS WARRANT 1.1, Condition B, WAS I WAS NOT MET ~ OF 8 REQUIRED HOURS 69-FullerWarrants 1/16/2004 SCOTT COUNTY SIGNAL WARRANTS 800/0 Retention Warrants LOCATION: CSAH 69 & Fuller Street DATE PREPARED: November 2003 PREPARED BY: Joe Gustafson MAJOR APP 1 C.S.A.H. 69 EASTBOUND November 2003 MAJOR APP 2 C.S.A.H. 69 WESTBOUND November 2003 MINOR APP 3 Fuller Street NORTHBOUND November 2003 MINOR APP 4 Fuller Street SOUTHBOUND Opening 2004 WARRANTS WARRANTS MET FOR MET FOR WARRANT MET MAJOR APP'S HIGHER MINOR SAME HOUR MAJOR APPROACH 480 720 MINOR APPROACH 160 80 2-Way WARRANT 1.1 Higher Volume WARRANT 1.1 WARRANT 1.1 , Warrant 1 a Analysis Total A B Minor Approach I A B A B I 6:00-7:00 AM 599 1 / 0 36 0 / 0 / ------.---.-.-- -,,~"''''-'''''-_._-'-'---' . _._.,______._. _,'_.'" "__.___..___._ _n. -_.._...._. 7:00-8:00 AM 855 1 / 1 65 0 / 0 / -------------. -.----- 8:00-9:00 AM 649 1 / 0 53 0 / 0 / --------...---.-- ---..-.....---.--...----.....--........ . _._.__.___...._ ..n.______ ... ..__._....___. ._-_._...-...........__......._-'~... --.------ 9:00-10:00 AM 505 1 / 0 54 0 / 0 / ---------..------ .-.-.--.-..---....-.--...-.-..... ...............--.............-.--. ------. 10:00-11 :00 AM 482 1 / 0 72 0 / 0 / ------- --.----.----..---..... ...--.......-.-.--.--- ----- 11 :00 AM -12:00 PM 556 1 / 0 79 0 / 0 / ~----_. . ---- 12:00-1 :00 PM 571 1 / 0 70 0 / 0 / ____..._..__.....__.__... .... ..._..n... .--.-----.-...-.---. --' -.-. . 1 :00-2:00 PM 547 ..- 1 / 0 71 0 / 0 --- / -------.---.---...-.. -----.--..--....... . .....--.-...-......... ....-.---....... _.._.._____.__.__........_n_.__....... ----.-.----- 2:00-3:00 PM 653 1 / 0 69 0 / 0 / -.-.--.-----..-.---.-....---.....-. .-.--.--.-.-.------.-. .... .... .-.-.- ... ......--.--.---.-.......... ...-.....--.-.- .------ 3:00-4:00 PM 796 1 / 1 90 0 / 1 / X ---.----.-....-----.--.....-.. ...----...---...-.------..-.--.--...... ..- ..............-.....----..-.....-.....---.- .-.....----..--------.-..-........ ..... - ----- 4:00-5:00 PM 951 1 / 1 95 0 / 1 / X --.....--...---.---.-..---.--...... .-.-.-......-....--..--------....- . .'-' -..-......-..-.-...-.... . ....-..-.-.- .-.--..-.'--'--'-"-'--"--'--"-"- ....-... . .._.._._.._.__..__...._~._.._---- ------- 5:00-6:00 PM 865 1 / 1 75 0 / 0 / --.........--..-.--.-..-- -- -.------.....-. '-'''~' ....-....-..-...--.----.-.-.-.--.-..-...- - ... ....-..-. ....-..........- .---.....-...-. .....--.--..-..-....---.-. --...-----.---. 6:00-7:00 PM 551 1 / 0 65 0 / 0 / ..------.--...-----.-..-..--.---.- -- ...-.---.-.---------.--...-..... ... i... ... ..-. . ..-. .---...-.--..-.,- ..._._.._.. '._"___'''_'__ 'n""'" -.-..--.----.. 7:00-8:00 PM 341 0 / 0 44 0/0 / _~_.______.___._..__......----n. _. .__ . ------.- - ....~...._._-_.. . . .......--... .. '.. ....-..--...-.- .-. --. .--.- ........-...------.---..-.. -.--.---..-.--..--.--. 8:00-9:00 PM 260 0 / 0 32 0/0 / -..--.---.-.---------.-...--...- .. ...-.-.-. -. .--.....----..-.-..-..-...-.. ....- ... ..... .. .....-_.. ... ..' .....-................... ...... - ..---. .--.,.--..-- -....---.----.---.- 9:00-10:00 PM 234 0 / 0 20 i 0 / 0 / *Right Turns not reduced WARRANT 1.1, Condition A, WAS / WAS NOT MET Q OF 8 REQUIRED HOURS WARRANT 1.1, Condition B, WAS / WAS NOT MET ~ OF 8 REQUIRED HOURS 69-FullerWarrants 1/16/2004 SCOTT COUNTY SIGNAL WARRANTS 1000/0 Warrant Values LoeA TION: CSAH 69 & Fuller Street DATE PREPARED: November 2003 PREPARED BY: Joe Gustafson MAJOR APP 1 C.S.A.H. 69 EASTBOUND November 2003 MAJOR APP 2 C.S.A.H.69 WESTBOUND November 2003 MINOR APP 3 Fuller Street NORTHBOUND November 2003 MINOR APP 4 Fuller Street SOUTHBOUND Opening 2004 WARRANTS WARRANTS MET FOR MET FOR WARRANT MET MAJOR APP'S HIGHER MINOR SAME HOUR MAJOR APPROACH 600 900 MINOR APPROACH 200 100 2-Way WARRANT 1.1 Higher Volume WARRANT 1.1 WARRANT 1.1 Warrant 1 a Analysis Total A B Minor Approach I A B A B 6:00-7:00 AM 599 0 I 0 36 0 I 0 I --".-------- .......- - ~_.. ._"._..~._... - .._..__.,.....__..._~. ---"-_. _...~' ._-------- ..~ .." .- 7:00-8:00 AM 855 1 I 0 65 0 I 0 I --------.-----........... ~". ... _....~..._ .. ..__..._....___ .~_.n_ .... - - 8:00-9:00 AM 649 1 I 0 53 0 I 0 I -..---------... -..,-.......... -------_. 9:00-10:00 AM 505 0 I 0 54 0 I 0 I --- ..----.-.-.------.-......... ---..--.----- .-........ . 10:00-11 :00 AM 482 0 I 0 72 0 I 0 I ---_._---_..-._------~-,..__...._- .. 11:00 AM -12:00 PM 556 0 I 0 79 0 I 0 I -_.._--~-_._-_._._...,.._._._- _.. .... ..n..".. ._u____..._....... .. 12:00-1 :00 PM 571 0 I 0 70 0 I 0 I ._____.____.__._....__ _..m"'~__'_ ...._ ..--. . .-...-- 1 :00-2:00 PM 547 010 71 0 I 0 I ---_._..._..__._.~ ......-.-...-,.. .-.. '-"--'- .. . . ....-.-................. ..... I.... .... ... --. ..........-..---.-.....----..-.... .._~-_.._--- "._-- .....-......_-_. -- 2:00-3:00 PM 653 1 I 0 69 0 I 0 I __..._.____...._____.n.__.._..._........_..._..... -....... ------ 3:00-4:00 PM 796 1 I 0 90 0 I 0 I -..-.-.--..*.--.--...............-....... ..-- ~ -.... . ---'--'.'-... .. ..~-- - ._._._---~-- ...-----. 4:00-5:00 PM 951 1 I 1 95 0 / 0 I -....-----..-...-.---..- ....--......... .'- '. .-.... . ........-..-............... ---..' ..--.--.--..---...... .-------- 5:00-6:00 PM 865 1 I 0 75 0 / 0 I ....... .....----.-..---..-..-.....-..... .... . -"-".-.-.-..-. . ........_~.-.- .... ." .....--.....--...... _._.~--,.._--_.._-_.._- 6:00-7:00 PM 551 0 I 0 65 0 I 0 I ~.. --..... -.-....-.--.......----.........---.-.. _... . .-......... '--"-""'-' I.. ...... .....--...-....... ................. ..-.... .-. ..........-........ - ...... ,... ... ....-.---.-.......-..--.---... .---..--'.-..'--"-"'--- 7:00-8:00 PM 341 0 I 0 44 0 I 0 I ..-...-.. ..-.-..-.-.-..................- ........... .... . . .. ...... -". .. .. ...." ~... .n_ ........ .. _.___... . -....-..... ...-.-.-...-..-...... .... .--------.-...-..-.-- 8:00-9:00 PM 260 0 I 0 32 010 I _._n~""'_' ...._ '_~.'__."'_" .-.._.........~ .. - ..... . ..........-... .... . .... -....... ........ ..........-.... . . ....._...._.. ... m.. ... 1..........-.... .-...........-........-.-.-. --,...........------- 9:00-10:00 PM 234 0 I 0 20 0 I 0 I *Right Turns not reduced WARRANT 1.1, Condition A, WAS / WAS NOT MET Q OF 8 REQUIRED HOURS WARRANT 1.1, Condition B, WAS I WAS NOT MET Q OF 8 REQUIRED HOURS 69-FullerWarrants 1/16/2004 Scott County Public Works 600 County Trail East Joe Gustafson Jordan, MN 55352 File Name : 69&scott Graduate Engineer (952) 496-8346 Site Code : 00000069 (952) 496-8053 Start Date : 01/15/2004 JGustafson@co.scott.mn.us Page No : 1 --Scott Street--'--- - --r---- -- --- ----CSAH 6~~~PS prin~~ift~i1 Scott Street I From North i From East From South _Start T~ '-~Ir:h~ 1~~~~r~~~T1~~L[R~~_~~~JL~ftr~~-JJ~~--if~ft pe~ App. Int. Total Total ___.__Fac~oI__~~__fQ:L.1:Q..L1~QJ___._..j--J.9-L-J~QLJAI.J:_Q __._ ~ ._1.0 1~9 1.0 145 179 07:00 0 0 0 0 0 ! 0 22 3 0 25 7 1 1 0 07:15 0 0 0 0 0' 0 27 4 0 31 9 0 1 0 136 177 07:30 0 1 0 0 1 I 1 23 4 0 28 9 0 0 0 124 162 ______ 07:45 _____g......._Q__..___Q._ .. . _9._. ..._~L._.9___~9__._.}... ....... 2_____~2 _~____L_.L_l>_ --. 115 157 Total 0 1 0 0 1 I 1 101 14 0 116 31 3 4 0 520 675 08:00 0 0 0 0 0 I 0 26 6 0 17 0 0 0 1t 1 81 0 0 82 121 08:15 0 0 0 0 0 I 1 32 2 0 35 3 1 0 0 4 1 60 0 0 61 100 08:30 0 0 0 0 0 0 32 2 0 34 3 1 1 0 5 2 81 1 0 84 123 .-- _...--g~~f~--..-g-..----g--_.- -%- - g---....g+---~-.-T~~--1}--.~--1~: 1 ~-t_-.--}--~---2~ -~ 63 1 0 66 106 285 2 0 293 450 ... BREAK ..* 15:00 1 0 0 0 1 i 3 79 6 0 88 8 2 2 0 ]' 55 0 0 56 157 15:15 0 0 1 0 1 ! 2 78 3 0 83 2 0 3 0 5 3 50 0 0 53 142 ...- ----~l:---..-l-.. ......~ .---.1-.... .....g------.. .il-.--l---~i--. -~t--l---i~' 7 0 2 0 9 1 56 1 0 58 164 5 0 1 1 7 0 48 0 1 49 178 .--22--- 2 8 1 .- 33 - 5 209 1 1 216 641 ~~ ~ ~l ~l t)-t..ll-Ui--i ~-t~. J- 0 0 0 '~ 0 49 0 0 4~ 170 0 1 0 0 65 1 0 66 215 0 9 0 1 53 0 0 54 . 219 1 4 0 0 46 0 0 46 204 1 14 0 28 1 213 1 0 215 808 17:00 5 o 0 0 5\ 1 114 3 0 'ID 7 1 0 0 ~~. 0 55 0 0 55 186 17:15 0 1 0 0 1 I 1 115 15 0 131 5 0 3 0 8 0 52 0 0 52 192 17:30 1 o 1 0 2 0 96 11 0 107 1 1 3 0 5 2 36 0 2 40 154 17:45 0 ~_._._}__g_n.~_j__ -'}--1~~--.-'-.3~---- .-g---t~~ +---~---~----~-..---2~ -}-1~~~ 0 48 157 .---.--.10ta,--- --S..... 2 195 689 Grand 8 5 6 0 191 20 152 114 2 1660 100 11 33 1 145 26 140 6 3 1439 3263 Total I 4 4 Apprch % 42.1 26.3 31.6 0.0 I 1.2 91.8 6.9 0.1 69.0 7.6 22.8 0.7 1.8 97.6 0.4 0.2 Total % 0.2 0.2 0.2 0.0 0.6 0.6 46.7 3.5 0.1 50.9 3.1 0.3 1.0 0.0 4.4 0.8 43.0 0.2 0.1 44.1 Scott County Public Works 600 County Trail East Jordan, MN 55352 File Name : 69&scott (952) 496-8346 Site Code : 00000069 Start Date : 01/15/2004 Page No :2 I S~:T~:':-T;~~-~~:~~~~~:Ap~:~J~~edAPP. Rig App. Int. a _' ~_~I__~~_-~1- Tot~1 ___.!!tL_.~__.___u_..~__ Total __&l_~=:J____.~I- Total ht Total Total Peak Hour From 07:00 to 11:45 -- Peak 1 of 1 Intersectio 07.00 I I n . i I Volume 0 1 0 0 1 1 101 14 0 116 31 3 4 0 38 10 509 1 0 520 675 Percent o 0 100. 0.0 0.0 0.9 87.1 12.1 0.0 81.6 7.9 10.5 0.0 1.9 97.9 0.2 0.0 - 0 Volume 0 1 0 0 1 1 101 14 0 116 31 3 4 0 38 10 509 1 0 520 675 Volume 0 0 0 0 o! 0 22 3 0 251 7 1 1 0 9 2 143 0 0 145 179 Peak I 0.943 Factor 107:45 High Int. 07:30 07:15 07:00 Volume 0 1 0 0 1 I 0 29 3 0 32 9 0 1 0 10 2 143 0 0 145 Peak 0.250 I 0.906 0.950 0.897 Factor I coli treet I I Out In Total I ~~~~2: I j Ri~ht Thru Left Peds I .J I L~ I .... i I I I ..__ "'U" ......___._.._....._..... .......__. .u...... u. ._. ....._.-1 -..--..-.-.--..".. ..------.-.".-----.----- iijf~! I~I=... ... t_~ l ~o ~l:! r 'Uj...J I -~ ~s. North 0 ... 1012 ~~ C1> 10J I Ilt).c;.......~ ._:7 ~ . ",,,Nil u- 2~ ~-Ilt)i.. . ,_ 1~~-;;~gg:T~~~g~~~.--1 =5' en I. ,I i~l.c r" C1> () ! I.Q)'-"r l\Jnsl}if!l!~_._._.__.u_u J .r- ~ :b ~u-)1 ! \ j~ ... '5iOI I!" ..\ ~ .:r l~~ Ol~: ~ ;Ol~ J.... .....11~ ,..~. . .....-.... "0 ..._." _.._... ~.. . r.------...-------......-.--..-..- I I I I I i ; ; ... ! ; .-, I . ~ i I ! ' I . -~ll-fl.-rI~!:1:l'l~!9!1!T!'.~.dL I .. 4 3 31 0: I ,.. . . ....,----..-- ......-..--... -......1"'---. j" ._. . .J ::'_.:~~! ' -:=~~:: :='~='~~j Out In Total Scolt Street Scott County Public Works 600 County Trail East Jordan, MN 55352 File Name : 69&scott (952) 496-8346 Site Code : 00000069 Start Date : 01/15/2004 Page No :3 '---~--------fi------- .-- --------~-~-~ _. ~~~~ ~~~~~ ___._ __ _ ~~~HE~;t _ __ ._J~~~ ~~~~~ _..__~._, .__J:~:~VY~~L __. _ Start Time R~ Th: L~IPedJ];L~rrh';'~~_ .'1[T~~~ [~1 ~~ LR~J,-,,:JlettJP~.I~d T~:::;j Peak Hour From 12:00 to 17:45 - Peak 1 of 1 Intersectio 16:15 I ~4116 I n I Volume 6 1 0 0 7 8 530 24 2 2 14 0 32 1 219 1 0 2211 824 Percent 85.7 14.3 0.0 0.0 1.4 94.0 4.3 0.4 50.0 6.3 43.8 0.0 0.5 99.1 0.5 0.0 Volume 6 1 0 0 7 8 530 24 2 564 16 2 14 0 32 1 219 1 0 221 824 Volume 0 1 0 0 1 2 145 5 0 1521 3 0 9 0 12 1 53 0 0 54 ! 219 Peak 10.941 Factor High Int. 17:00 16:30 16:30 16:15 Volume 5 0 0 0 5 2 145 5 0 152 3 0 9 0 12 0 65 1 0 66 Peak 0.350 0.928 0.667 0.8371 Factor -Scott Street i Out In Total I-.-.--J en 1-"-') i .__.-11 ._]..1 ._..-111 I , , [=~i:=iJ~~'=-~:fJ~~:~~[=]==OJ I i I RighI Thru Left Peds I I "J , L~ I ... I I ! I ! I ; ..-.-.--.-. . ..-.--. .~.....*"...-_._._...__..._. -....---.....-....... ,... El ,.- ... )')[1 11 -'I- .... .. i cv..... ~ I L'~~I'II~I~ ~;: I'~ ~.-- North ~ n I N E"'~ .-~~ IP i'~~ I~~ I~~.;~~~g~~~~g:g~.~~! r ' ..'.~::I:t U) ... I ~ r!;;'1 I ..... ~ U : .\2>..'..] -[fiil I ...0: ... ;:l>.l\) 1l,JI)~hift.~.d.. ._.. . _ .._. I .... l~ r"'''l 6U')J ! 0 f/) 1"'1 i-i .J _.~ !~ "0 '...0 CD ... kclii) i..J g.i~" l<<.>j- -.-.--....-.... ... . ..~. .... .. . ...--....... ....... ," .......m.._........ ............-..... . ...... .....--- ... . .. . ~ I . .... ~~j~lIh~2 LRig~~rP.~}r .26: 32 . 58 OUt ... in Total Scott Street .; SIGNAL REMOVAL ANAL YSIS WORKSHEET' I. INTERSECTION INVENTORY Intersection: ," " . . CSAH ".9 Oc+ .sCDt:r.: S'r(~~t City:.: :.' . ~ ~ ~()l?-( -t.. ., . . . . .' MajorSt.: ::. ("'.5ilt\. '9 ." ( F~.rs}' ''''Ie.) . , lanes! Approach:' 7- . ADT: .<1200 Scott. S+r ~Q;1' . I '2. . 110oe~ Side St.: . lanes! A.pp'roach: . ADT: . Major 'Street Speed: 30 f'\tl" . . Side-Street Sight Distance: : '. 6("- tt/" ""~ )! OOf.)... 11\ bo)'" J:"~~'IIt).1 . . II.. PRELIMINARY 'SCREENING . . .. '. 1'.' Minimum Required Sight Distance (from table .2,Page '16) 300 ~. NO YE'S' . . ~ Is Intersection'Sight Distance. less Than Minimum? ....... ....... ...... ... ........... ..~. .... ... - 2. Do Special Site Conditions Make Signal Removal Institutionally Infeasable? .......... L - . Comments: 3. Does Existing (or future) Traffic Satisfy Signal Installation. Warrants? - ...................... .-L' - " . . . . 4. Did Any Special Reasons Justify Signal Installation? "'" Are These Reasons Still Valid? ...~ . ..1L ................ ......... ...... ...... ........... ................. ... - Comments: T ~f.fi'(. /.(.vt \, . ( Ai)t) t:\tt'(hUfJ . f:,.OIW'\ f\e."'''. 'l.Soo 0 "^ or k }h... (,)fIl";~. . ot '""'t"f\-\ tM\ b..jy.*UI In ,,,q&.) to bt.\nw \0.000. A,)~;~:"I\4~~ " i\u.r~ ek~,,'+ar~ sc.\.i1o\ f.(.ctl> \~ uJot,h.1t ht~"f(e. De...e1~ 1''>\(1\; M' \1\ ~p "SAI-\ ''I ",;11 Stio,. ht.tc.. ~(,.,t~s. ~ ~. G\;fP~'f'll- (\(,,~b'f s;~^.., cot....... -b ~ co"d...,h"" DF tA t'\t.~ r-o...l~" \:"". IF ANY OF TH~ ABOVE. o'UESTIONS ARE ANSWERED "YES. ..,DEFER SIGNAL REMOVAL; OTHERWISE,PROCEED WITH DETAilED ANA1.. YSIS, 39 SIGNAL REMOV Ai.. ANALYSIS ':WORKSHEET . '111. DETAILED.'ANAL YSIS: TWO-WAY STOP CONtROL 1. ACCIDENT IMPACTS' Total Major Higher Volume Side . . . Street Volume Street ApprOach Accident Expene~ce Minimum I I I [ Check If . . Required ~ '. . )2:.0.. MinJmum .. '. . (Table 3)' Satlsfietl Total Accidents " q f(jfCII}.J Q) 1st "'''.~ .;~/'" (.~. . CJ .. . ,.' ~ 2nd ~t;{.; . 5p,;. -z.~ 0 . f 3rd ,~.,.. 1~ .' (,,\ CJ Period'Co...ei~. From n To -\"z.'01. . S 4th. 151 "3/~ . . 31.. D. . . ~ 5th ,to... 1..,-.. tla (.,..,,'r 0 . Average Annual I, D'/' r. . ~ 'Jf#'" ~.~ " Accident Frequency ''i~c.r ~. ~ J ~~ ~ .~ ~ 7th Gr,t 111'l" f'I"~o(,,~. '0 .' ~ 8th' 311' (p,,... No td",,,lr" . 0 Fr?m Accident Nomograph (Figure 3): Vo.... M."",'. 0... How. M..t"", R"'!'i....."t) - [Q] "'........ Ch",,.,, . .1 0 s' '~ . '" . . Annual Accide". Frequency _ t-. ~O '" 2. TRAFFIC FLOW RELATED. IMP AGTS Change Per Vehicle' Daily Change 320 A' aI Ch . . x .- nnu ange (From Delay WorksheeO . . (From Delay WorksheeO . Idling Delay ... .1 Total Delay . .. I . _ Total Stopa . .. I ~xc~ss FUel ~ I 3. JURISDICTION - RELATED COST IMPACTS . . ftJll 'lAtre,,+' <~t J...... ;~ c. "",;I.. ble, Annual Signal Operation Costs . Costs Of Signal Removal'x CRF*-. Annual Costs . '11-.4 ,..t,....o,,~l c~t ';.1 ~i-:~~frd ....~ . . . '. '$1000 (;~Jio<I~.,,~~~~). MtI'".di be Electrical . Remove Hardware . x O.14~' l:>:.l ~ fro"~ C*.... (\(",.~'/. 5;~",,1 ""v...(I;.... '.~:. '1\D\- ",' sl~n:.tl~."~ Mai1tenance' . lostaUStop Signs' x 0.142' ,... ..s. '. ,,~~ . . .' ..' 't", \-or';" n.,lj ~l,)1I...1 r(t"'lI'l4l; . \::'\1(" Timing AnriuaJ Stop Sign MaintenanCe . ;t it \J(.(l 'tV"\.e. M~'t. eW/lGhl;,../ t-. I I . , I I kf..1Jt j l ;"e\4~~' \JL. """..IJ st.ll~"'Pf8M- Total Total.. tk fu-o.....l. b(("~}G l~ ;~.fi.e r~H .* (CRF - Capital Recovery Factor For '15 Years At 12:1" Interest). th:...S -\'l> Ib Ji,;".. l-~ tr...~I:n~ 1::>_b1:~. Annual Operation Costs -'Annual. RemovarC~sts- Annual Cost Savings From Si~aJ Removal: '. , :N/~ I' . 4. .ANTlCIPATED STRENGTH OF OPPOSITION/SUPPORT FOR SIGNAL REMOVAL: C~mments: . "l"ht. L~ ,J. ~ko~t.;. ~""'1' ort~ t\t. ;tf'\OlI"l.' A t\U.Arb~ '.s;~Mo\ ~+ 1='...\\4r S1r..(~, ~oo f~ to hi": -tt..~.... biH-v <.a."",~ p.&cJu.+r\c.<'\ f't-HvtlS tA^/l \.".",~..t~" r.l' yY\U'\< . ~e. l :e....I:yW "',HSI Ju,. bo+I-, s',)t~ at UJ\H c,q fo.. tn'It.-",,\\t> ..ai~'" ~ IdL tl'. 5. FINAL DECISION: Retain Signal 0 Recommend Removal ~ Comments: n:.} .5"~""\ I!. \I~'ltlt., ,",0 IOI\~I'" ~~.t;~,J, "lit! pr~".llti ^O J:><t(I'l~\"\e.. ~.I1{t':t. 4'0 1 I I I I I I I i I I I I I I I I I I ! , ~:;.~, ,1AIA >':: ..,.,,~ " .. ~ " ~ ~ ' I I I I I I I I I I I I I I I I I I I I ~ SC.o.LE 1. - 30{)' SHEET NO SIGNAL JUSTIFICA TIDN DR.o.~ BY: DEG D 150 300 OF 1 SHAKOPBE ~-- I 1 SH.o.KOPEE ENGINEERING DEPARTMENT ~- 0 ..... Estimated Quantities and Costs "- ~ N CSAH 69 at Fuller Street 00 "- Scott County, Minnesota N 0 Prepared byJMG (SEH) on 12/17/03 0 (Revised by JMG on 1/22104) Estimated Estimated Estimated Estimated ~ Estimated Es1imated Estimated County County City City :::;; tt:! Item Number Item Unit Quantity Unit Cost Total Cost Quantity Costs Quantity Costs t:i 0 2102.502 $7,500 0 $0 co Pavement Marking Removal Linear Foot 1500 $5 $7,500 1500 .. 2104.601 Haul Salvaged Material Lump Sum 1 $2,000 $2,000 0.5 $1.000 0.5 $1,000 ..... -..J 2564.531 Sign Panels Type C Square Foot 39 $30 $1,170 16 $480 23 $690 ~ 2564.531 Sign Panels Type 0 Square Foot 60 $30 $1,800 30 $900 30 $900 2564.552 Hazard Marker X4-2 Each 3 $150 $450 3 $450 0 $0 ~ 2564.602 Pavement Message (Left Arrow) - Epoxy Each 8 $150 $1,200 4 $600 4 $600 co a1 2564.602 Pavement Message (Right Arrow)-Epoxy Each 2 $150 $300 1 $150 1 $150 N ~ 2564.603 4" Solid Line White - Epoxy Linear Foot 1,100 $1 $1,100 400 $400 700 $700 co C1.l 2564.603 4" Broken Line White - Epoxy Linear Foot 260 $1 $260 260 $260 0 $0 00 2564.603 4" Double Solid Line Yellow - Epoxy Linear Foot 1,250 $2 $2,500 650 $1,300 600 $1,200 ~ C1.l 2564.603 12' Solid Line White-Epoxy Linear Foot 565 $4 $2,260 283 $1,132 282 $1,128 a1 2564.603 24" Solid Line Yellow - Epoxy Linear Foot 100 $5 $500 70 $350 30 $150 2565.601 Salvage Signal System Lump Sum 1 $5,000 $5,000 0.5 $2,500 0.5 $2,500 2565.616 Revise Signal System System 1 $85,000 $85,000 0.5 $42,500 0.5 $42,500 Total Estimated Construction Costs $111,040 $59,522 $51,518 CI.l C'.l :2 0 r} 'g ~ 1;-:4 ~ "0 0 :J' 0 ~ >< g .... ~ C'.l "" 0 0 '" <1l ~. II' "" ~ CN - 1- e ::f ~ " f ~ \f\ ,.. .~ VI (' Z "1:l \ :r 0 $ .... ~. . - ~. .... _M.. tI .. VI ~ r CD t""" ... Q 0 ..... ~ ~- C'.l b' ~ :::;; ~ ..... 0 ~ ~ ~ .J. + r " -0 f] " 0 PI :J' a !!!. '{t >< 0 * :;;J 3 '" '" f "" ~ - - "" \"l ~ "'<' Ii' (\ .. 6' 0 <f' - I -r- ~ j11 0(' -t-" ~ Q "#" PI"" ~ VI '" (Co P f ",- \.II '" - .- \ r ~ @ 0 0 ..... 01/28/2004 WED 09:17 F~ 9524968365 SCOTT COUNTY PUBLIC WORK @002 . . Revise Signal System CSAH 69 at Fuller Street Scott County, Minnesota Prepared by JMG (SEH) on 12/17/03 Estimated Estimated Estimated Item Quantity Unit Cost Total Cost Temporary Ped Signal/Button Mounting 1 $500 $500 Remove Foundation 2 $500 $1,000 PA90 Foundation 2 $1,200 $2,400 PA90 Transformer Base 1 $2,500 $2,500 Salvage and Install P90-A-25 Pole 1 $2,000 $2,000 Remove Pedestal Pole and Base 1 $300 $300 Type PA90-A-35 1 $9,000 $9,000 45' Mast Arm 1 $3,500 $3,500 Remove 35' Mast Arm 1 $1,500 $1,500 Salvage and Install Signal Faces 7 $200 $1 ,400 Salvage and Install Pedestrian Indications 4 $100 $400 EVP System Modifications 1 $1,500 $1,500 Miscellaneous Salvaging and Removals 1 $1,500 $1,500 3 Section Signal Faces 5 $600 $3,000 . One Section Pedestrian Indicatfons 4 $300 $1,200 Pedestrian Push Buttons and Signs 4 $100 $400 Type lOB Bracketing 8 $250 $2,000 6 x 6 Sawcut Loop Detectors 16 $500 $8,000 Remove Handhole 1 $200 $200 PVC Handhole (metal cover) 4 $700 $2,800 Revise Handhole 2 $1,000 $2,000 3 Inch Rigid Steel Conduit 75' $12 $900 4 Inch Rigid Steel Conduit 225' $20 $4,500 Salvage and Instal/ 2Jc#14, 6 Pr.#19 Cables 1 $1,000 $1,000 Remove Cables and Conductors 1 $1,000 $1,000 12Jc#12 Cable 1000' $2 $2,000 3/c#12 Cable 1600' $1 $1,600 3/C#20 Cable 700' $1 $700 21c#14 Cable 700' $1 $700 Paint Signal System 1 $5,000 $5,000 LED Red Signals 7 $100 $700 LED Yellow Signals 7 $150 $1,050 LED Green and Pedestrian Signals 11 $200 $2.200 Miscellaneous Signal Revision Work 1 $1,000 $1,000 Miscellaneous Controller Cabinet Work 1 $1,000 $1,000 Mobilization 5% $3,550 $3,550 Sub Total $74,000 Miscellaneous 15% $11,000 $11,000 Total Estimated Revised Signal Cost $85,000