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<br />MINNES®TA DEPARTMENT OF TRANSPORTATION
<br />CONSTRUCT I ON PLAN FOR GRADING, BITUMINOUS AND CONCRETE PAVING, RETAINING WALLS, NOISE WALL, LIGHTING, SIGNALS, TMS, ADA IMPROVEMENTS & BRIDGES_ 71001, 71016, 71017, 71018, 71019, 71020
<br />LOCATED ON TH 169 FROM MISSISSIPPI RIVER TO 0.35 MILES NORTH OF 197TH AVENUE
<br />DESIGN DESIGNATION LOCATED ON TH 101 FROM 0.22 MILES SOUTH OF MISSISSIPPI RIVER TO MISSISSIPPI_ RIVER
<br />TH 101 LOCATED ON TH 10 0.42 MILES WEST OF TH I69 TO 0.39 MILES EAST OF TH 169
<br />Design ESALS =11,zo3,000 FROM - - -- -- -- -
<br />------ R 26 W
<br />Apt (Current Year) 2024 -
<br />62,650
<br />ART (Future Year) 2042 =
<br />85,020
<br />DHV (Design Hr V D =
<br />N/A
<br />D (Drect'onalDist, ) =
<br />50/50%
<br />T (Heavy Commercial) -
<br />5.2
<br />Functional Class f cat on
<br />PRINCIPAL ARTERIAL
<br />No. of Traffic Lanes =
<br />6
<br />No. of Parking Lanes =
<br />N/A
<br />Sho Id Width =
<br />a'__
<br />Ton D ign =
<br />. to.
<br />R-VALUE = X
<br />=
<br />Design Speed 65
<br />MPH
<br />Based on STOPPING Sight Distance
<br />Height of eye_ 35 _ Height
<br />of object 2.0:..
<br />DESIGN DESIGNATION%
<br />TH 169
<br />Design ESALS =
<br />12129 000
<br />Apt (Current Year) 2024 =
<br />53,070 N+
<br />ART (Future Year) 2044_ =
<br />68,990
<br />DHV (Design Hr Roll
<br />N/A _
<br />D (D, ,ti,n,lD tr) - 50/50% "AFSURN
<br />HIGH P❑SURE
<br />T (Heavy Commercial) - 60 % GAS L]NE
<br />Functional Classification
<br />PRINCIPAL ARTERIAL
<br />No. of Traffic Lanes
<br />4 6
<br />No.of Park ng Lanes
<br />N/A
<br />Snoulder Width =
<br />4 - 10'
<br />Ton Design =
<br />10
<br />R-VALUE X
<br />Design Speed 55
<br />MPH
<br />Based on STOPPING Sight Distance
<br />Height of eye_3.5 Height
<br />of object 2.0'__
<br />DESIGN DESIGNATION
<br />TH 10
<br />Design ESALS =
<br />5,512,000
<br />ART (Current Year) 2024 =
<br />37,520
<br />Apt (Future Year) _2044_ =
<br />51,610_
<br />DHV (Design Hr Vol)
<br />N/A
<br />D (Dr eatonalD st r)
<br />50/50%
<br />T (Heavy Commercial)
<br />4.1.
<br />Functional Class f cat on
<br />PRINCIPAL ARTERIAL
<br />-- - ----
<br />No.of Tratf c Lanes
<br />4
<br />Na.of On, Lanes =
<br />_ N/A
<br />Shoulder Width -
<br />10'
<br />Ton Design -
<br />--_10_-
<br />R-VALUE X
<br />Design Speed60
<br />z
<br />MPH w
<br />Based on STOPPING Sight Distance
<br />n
<br />Height of eye_35'_ Height
<br />of object 2.0'__
<br />INDEX MAP SCALE 1250 FT
<br />PLAN REVISIONS
<br />DATE SHEET NOR APPROVER
<br />1/10/2022 1, 12, 1278 TRS
<br />TH 169 NB STA 47T+30.00
<br />PROPOSED BRIDGE
<br />NO. T1018
<br />PROPOSED BRIDGE
<br />NO. RIG19
<br />E]LCn
<br />K 'jr '°\ J
<br />]RIVE18"
<br />i POP. 229T4J
<br />E L N
<br />nnnn
<br />PROPOSED BRIDGE
<br />SHERBURNE NO. T1017
<br />COUNTY / I)�1
<br />o > I u, HOW a� E
<br />D
<br />EAD !Cr
<br />L EEa❑❑❑w
<br />E�DE°�aa
<br />Ps
<br />P o✓
<br />TH 10 WB STA 117+09 83 ,
<br />EXISTING BRIDGE
<br />No. 71001
<br />EXISTING BRIDGE NO. 71002-\
<br />PROPOSED BRIDGE NO. 71020
<br />END EXCEPTION
<br />TH 169 NB STA 302LI35.57
<br />BEGIN EXCEPTION-\
<br />TH 101 NB STA 295+16.87
<br />®TSEG® WRI GMT to
<br />POP. Io571 COUNTY
<br />BEGIN SP B608-34
<br />TH 101 NB STA 284+04.57
<br />TH ]01 NB STA 300+01 00 =
<br />TH 169 NB STA 300+00. 00
<br />STATE PROJ. NO. SP 8608 34 (TH 101)
<br />A - - - --- - WARNING:
<br />GROSS LENGTH__ 2710.42 FEET 0.513 MILES HIGH PRESSURE PIPEL INEfS)
<br />BRIDGES -LENGTH 865.64 FEET 0.164 MILES NORTHERN NATURAL GAS
<br />EXCEPTIONS -LENGTH 718.70 FEET 0.156_MILES
<br />NET LENGTH FEET 0.377_MILES
<br />REF. POINT.-045+00,982 TO REF. POINT--046+QGh95
<br />STATION EQUATIONS
<br />LENGTH IS BASED ON TH 101 NB / TH 169 NB ALIGNMENTS.
<br />" STATE PROJ. NO. _SP 7106-87 (TH 169) TH lee sB EOUATT ONs:
<br />" - ------------- STA 419+21 .20 BK STA 919+54. 07 AH
<br />GROSS LENGTH_- 16615-01_FEET 3.147 MILES STA 44Ot33.01 BK - STA 440+59.11 AH
<br />BRIDGES -LENGTH_ 366.77 FEET 0.069 MILES STA 525+23.94 BK = STA 525+10.47 AH
<br />EXCEPTIONS -LENGTH FEET MILES
<br />NET LENGTH.- 16615.01 FEET 3.147-MILES TH 10 EB EQUATIONS:
<br />G.
<br />Ir REF. POINT.. 158t DO.198 TO REF. POINT-161t00.345 STA 116+24.83 BK = STA 116+50. 01 AH
<br />Z STA 133+61.93 BK = STA 133+11.62 AH
<br />LENGTH IS BASED ON TH 169 NB ALIGNMENT.
<br />STA 153+29.58 BK = STA 153+41.62 AH
<br />STATE PROD. NO. SP T102 142 (TH 10)
<br />3❑t j95---------- TH 101 SB EQUATIONS:
<br />oN �% GROSS LENGTH-. 2463.62 FEET 0.467 MILES STA 392+65.10 BK = STA 392+13.95 AH
<br />DO
<br />p BRIDGES LENGTH -- FEET --. MILES
<br />(a EXCEPTIONS -LENGTH -- FEET --.-MILES STATE PROJ.NO. CHARGE IDENTIFIER
<br />NET LENGTH___ 2463.62 FEET 0.467 _MILES
<br />A"K^ REF. POINT_213t00.830 TO REF. POINT_ 214+00,297 8608-34
<br />JaE A uE LENGTH ]S BASED ON TH 10 WB ALIGNMENT. 7106-87
<br />z" Qo s 7102-142
<br />a STATE PROJ. N0. SP 7101 67 (TH 10)
<br />° E N W.
<br />m rrA , " 710.1_-_67
<br />A GROSS LENGTH__ 1522.98 FEET 0.288 MILES
<br />EXISTING RED BRIDGE BRIDGES -LENGTH __ FEET _ ____MILES
<br />NO. 71522 EXCEPTIONS -LENGTH _ FEET ..MILES
<br />NET LENGTH1522 96 FEET 0.288_MILES
<br />v REF. POINT214+00.297TO REF POINT..211+00,585
<br />a.LENGTH IS BASED ON TH 10 WB ALIGNMENT.
<br />_� °>,n m
<br />BICYCLE DESIGN (TRAILS)
<br />° I�I DESIGN DESIGNATION
<br />z PROPOSED BRIDGE Design Speed-_--_-_20--_--_--MPH
<br />N0. 7ID16 Rased on STOPPING Sight Distance
<br />z+
<br />T \EI N Height of eye_ 4.5:_ Height of oblect 0.0'_.
<br />" \\
<br />EXISTING BRIDGE
<br />NO. 86006
<br />STING BRIDGE
<br />66005
<br />EXISTING RAILROAD
<br />(BNSF) BRIDGE NO. 9480
<br />TH 169 NB STA 311+14.99
<br />BEGIN SP 71D6-87
<br />END SP 8608-34
<br />PROJECT LOCATION
<br />COUNTY: SHERBURNE / WRIGHT
<br />TH 10 WB STA 141+73.45
<br />3
<br />END SP 7102-142
<br />DISTRICT:
<br />BEGIN SP 7101-67
<br />END SP 7101-67
<br />TH 10 WB STA 156+96.43
<br />EUNDER eMY
<br />ASU PM SAT ED
<br />OR DI RECT
<br />ENGINEER UNDER THE
<br />PRINT NAME_
<br />PERVISI ON ANDFIEL THAI IS
<br />DULY LICENSEDRPROFESSIONAL
<br />LAWS OF THE STATE OF MINNESOTA.
<br />LICENSE
<br />DATE:
<br />SIGNATURE
<br />FED. PROD. NO. -STATE FUNDS
<br />GOVERNING SPECIFICATIONS
<br />THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION
<br />"STANDARD SPECIFICATIONS FOR CONSTRUCTION SHALL GOVERN.
<br />INDEX
<br />SHEET NO. DESCRIPTION
<br />1 TITLE SHEET
<br />2 - 5 GENERAL LAYOUT
<br />6 - 14 ESTIMATED QUANTITIES
<br />15 - 35 QUANTITY TABULATIONS
<br />36 - 43 EARTHWORK TABULATIONS
<br />44 - 45 CONSTRUCTION NOTES & STANDARD PLATES
<br />46 - 71 INPLACE TOPOGRAPHY & UTILITIES PLAN
<br />72 - 113 TYPICAL SECTIONS
<br />114 - 160B, 161 - 218 STANDARD PLANS
<br />219 - 243 ALIGNMENT PLAN & TABULATIONS
<br />244 - 269 REMOVAL PLANS
<br />27D - 295 CONSTRUCTION PLAN
<br />296 - 336 INTERSECTION DETAILS
<br />339 - 354 PEDESTRIAN RAMP DETAILS
<br />355 - 376 TRAFFIC BARRIER & FENCING PLAN
<br />377 - 379 CONCRETE PAVING JOINT PLAN
<br />38D - A17 PROFILES
<br />418 - 443 SUPERELEVATION PLAN
<br />AAA - 516 RETAINING WALL AND MOMENT SLAB PLAN
<br />517 - 518 NOISE WALL PLAN
<br />519 - 534B, 535 - 542B,
<br />543 - 549B, 550 - 557B APPROACH PANEL DETAILS
<br />558
<br />559 - 572 SANITARY SEWER PLAN
<br />573 - 585 WATER MAIN PLAN
<br />586 - 672 DRAINAGE PLAN
<br />673 - 677 CONTOUR PLAN
<br />678 - EBB DRAINAGE DETAILS
<br />689 - 692 SWPPP
<br />693 - 718 EROSION CONTROL & TURF ESTABLISHMENT
<br />719 - 828 TEMPORARY CONSTRUCTION PLAN
<br />829 - ID78 CONSTRUCTION STAGING & TRAFFIC CONTROL
<br />1D79 - 1177 SIGNING PLAN
<br />1178 - 1218 PAVEMENT MARKING PLAN
<br />1219 - 1277 LIGHTING PLAN
<br />1278 - 1334 TRAFFIC CONTROL SIGNAL SYSTEM
<br />1335 - 1385 TMS CONSTRUCTION PLAN
<br />X1 - X9 CROSS SECTIONS MATCH LINE LAYOUT
<br />X5 - X185 CROSS SECTIONS
<br />SHEETS 214-218, 235-243, 479, & 493 HAVE BEEN DELETED
<br />THIS PLAN CONTAINS.1564 SHEETS
<br />I HEREBY CERTIFY THAT HIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT
<br />A .ERVISI ON AND THAT A DULY u D D"a"OONAL END]NEER UNDER THE
<br />LAWS OF THE STATE OF MINNESOTA.
<br />PRINT NAME:REREKSCHMIDT__�_ ____ LICENSE 42715
<br />DATE_ _1/3/_2022 _ SIGNATURE. Derek Schmidt
<br />DESIGN SOUAD_-.A.PLOWMAN, _D,SOSA,E.SCHNTTKER, K. PETERSON, I. PANEK.______
<br />- NELSON- DST ROWSKI, d.SCHELKOPH
<br />Justin Femrite Ps1,,"nzza,a°QQu,,,PZ G,`
<br />RECOMMENDED FOR APPROVAL __-.--------- 20-____--
<br />ELk-RIVER -CITY ENGINEER -
<br />Julie Groetsch
<br />H YH Y
<br />OFFICE OF LAND MANAGEMENT APPROVAL__.- _-__.20_-__-_
<br />FOR DIRECTOR, LAND MANAGEMENT
<br />NAD g tally s gned by Tom Styrbicki
<br />APPROVED..-.--_ 20 Tom Styrbicki Date 2022010511.210]_ 0600
<br />-STATE DESIGN ENGINEER
<br />SP 8608-34 (TH 101 = 187) SP 7102-142 (TH 10 = 003)
<br />SP 7106-87 (TH 169 = 018) SP 7101-67 (TH 10 = 003) SHEET NO. 1 OF 1385 SHEETS
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