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TOWN of HYDE PARK :;;~ , COUNTY of LAMO][LLE > Commonwealth of 15 & VT 100 - MINOR ARTER][AL§ MASSACHUSETTS VT I 0 2 LOCATED

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TOWN of HYDE PARK :;;~ , COUNTY of LAMO][LLE > Commonwealth of 15 & VT 100 - MINOR ARTER][AL§ MASSACHUSETTS VT I 0 2 LOCATED District 6, 8 CERTIFICATE OF HIGHWA Y MILEAGE YEAR ENDING FEBRUARY 10, 2014 Fill out form, make (111(/ file copy with tlte Town Clerk, ml(/ mail ORIGINAL, before Februmy 20, 2014 to: Vermont Agency of Transportation, Division of Policy, P/{{1111i11g (111(/ Intermodal Development, One National Life Drive, Montpelier, VT 05633. We, tile members of tile legislative body of HYDE PARK in LAMOILLE County on tm oath state that tile mileage of lligllways, according to Vermont Stat11tes Annotated, Title 19, Section 305, added I 985, is as follows: PART I - CHANGES _TOTALS - Please.fill in mu/ calculate totals. Town Previous Added Subtracted Scenic Highways Mileage Mileage Mileage Total Highways .......................... , ......................•r • • • • • • • • • • • • • • • • • • • • • • • · r......................... r..................... .. r•••••••••••••••••••• Class J o.ooo o.ooo I o Class 2 13.820 0.01 \ ~ ·~? 0.000 49.63 L/C} . ~~ 0.000 Class 3 __L State Highway 9.492 0.110 q , l..01.. 0.000 Total 72.942 Q. 11-0 t- 3 . 01<?"2... 0.000 * Class I l ane 0.000 D 0.000 * Class 4 8.06 ~.o~ * l egal Trail 1.96 .Cf~ * Unidentified 0.00 D Corridor * Mileage for Class 1 l ane, Class 4, l egal Trail, and Unidentified Corridor classifications are NOT included in Iola!. PART II - INFORMA TION AND DESCRIPTION OF CHANGES SHOWN ABOVE. I. NEW HIGHWAYS: Please attach Se/ectmen 's "Certificate of Completion {{IU/ Opening ". 2. DISCONTINUED: Please attach SIGNED copy ofproceedings (minutes ofmeetin g). 3. RECLASSIFIED/REMEASURED: Please attach SIGNED copy ofproceedings (111in11tes of meeting). Construction of Roundabout: +0.096 miles VT-15 +o.o·i<i miies VT-iOO +0.01 miles C2 TH-5 4. SCENIC HIGHWAYS: Please attach a copy of order designating/discontinuing Scenic High ways. 1 Selectme11/ Aldermen! Trustees Signat11res: Signed copy will be ret11rued to;:.c.;;.c:e~ -- DATE: APPROVED: ~~~~~~~~~'----~-ICC~~~~~~~ Cd 5/u/Cj Construction of Roundabout: +0.096 mi VT-15 ROUTE 15 W--- VT- 15 +0.01 4 mi VT-100 +0.01 mi CL2 TH-5 1- (/) I u er ::i I u Mileage Certificate Change 2014 N HYDE PARK Mapping Unit A Division of Policy and Planning 0 Miles 0.025 Vermont Agency ofTransportation --April 4, 2014 _ j{T-=-\5__ ----­ 4~ le [) .--l 'l?wndc..bl.\.+ Reo=o\Jed ~ - o. 0 Z..(p_ we <c\ oL r"'-" ·dc.',-q j :- J -Q.£62. _____ _ ---=-O ·Yk_eos+ _o{_ f ounci~+ __) _ ____ --------- .f-O.O<j_(o - -- - ---- - ----- -- ---- - - --------- I IO VT- 100 -- ------- -- - ( -o OL'- - --- -- ------ ___ _5 __ ' \.fl__ __ - - --- - ~ -- ·- ----- ------ t-Q.014-- ---- -~A...... c .....k ~le.c.......__ ..~ .. ~- +-_o~o~J..,~o~_r.~"-l_,_Lo'="-""-'" r.d ] +- O . D l\ D . ---·-·1--------------1 _ _ ______+ 0 I 0 z. 0 o-fCc_c,_.-.. p _ __j_ __ ---- () T tt -S ------------- + o. 1 (~6c\ed ~ r o.oz. t~ b c1•, 1t +o.o~_ I (),02_ s boun~{ f ----- ------------------------~ ----------------------------- -------------------·---·---------------< -- --- --··--- ------- ·- - -- - -- - - - - -- ------------ ·------ - ----------------·--·------ - ·- ·-·- -- ---·---·----·-------·---- ----------- ---- - -------------------- - ------ ----i STATE OF VERMONT INDEX OF SHEETS SEE SHEET 2 AGEN((~Y OF TRAN§PORTA TION I 11 STANDARDS SEE SHEET 2 I State of NEW HAMPSHIRE PROPOSED ROUNDABOUT ....,_ TOWN OF HYDE PARK :;;~ ,_ COUNTY OF LAMO][LLE > Commonwealth of 15 & VT 100 - MINOR ARTER][AL§ MASSACHUSETTS VT I 0 2 LOCATED . IN THE TOWN OF HYDE PARK AT THE INTERSECTION OF VT ROUTE 15 !MM 1.6251 AND VT ROUTE 100 !MM 0.000>. ~"'""'--~-~~!iiiiiiiiiiiiliiiiiiiiiill STARTING AT VT ROUTE l!i MM 1.75 ANO ENDING AT MM 1.94. SC/oLE f• 1111. BllUMINOUS CONCRETE PAVEMENT WORK TO BE PERFORMED· UNDER THIS PROJECT INCLUDES CONSTRUCTION OF A NEW ROUNDABOUT, MINOR REALIGNMENT SUPERPAVE MIXTURE DESIGN CRITERIA OF THE APPROACHES, INCLUDING NEW LANDSCAPING, STREET LIGHTING, ANO DRAINAGE. LENGTH OF PROJECT1 DESIGN LANE/LIFE ESALS 120 YEARSI I 5.762,000 VT ROUTE 15 = 1269 FT • 0.2'1 w.1LES DESIGN NUMBER OF GYRATIONS I 75 VT ROUTE 100 = 414 FT = 0.00 MILES T.H. 5 = 250 FT = 0.05 MILES TRAFFIC DATA VT ROUTE IS WESTBOUND VT ROUTE 100 VT ROUTE 'dOO 2010 AAOT = 6,900 2010 AADT = 4,900 STA. 44+14.33 2010 OHV = 990 2010 DHV = 550 2030 AOT = 10,600 2030 ADT = 6,000 END APPROACH 2030 OHV • 1200 2030 OHV = 670 VT ROUTE 100 STA. 4·2 + 76.83 2030 %T = 11.9 2030 %T = 13.3 2030 %0 = S2 2030 %0 = S7 END PROJECT VT ROUTE 15 EASTBOUND TH 5 (CHURCH ST .1 -·- HES 030-2(23) 2010 AAOT = 6,600 2010 AAOT = 1.500 0 BEGIN APPROACH 2010 DHV : 710 2010 OHV = 190 2030 ADT = 8,300 2030 ADT = 1.900 2030 DHV = 930 2030 DHV = 240 2030 %T : 14.6 2030 )(T = 12.2 2030 %0 = S3 2030 %0 = SI FUNCTIONAL CLASS: MINOR ARTERIAL J_ 2010 - 2030 ESAL'S ISW OSEI= 5, 762,000 <4,3S2,000> 2010 - 2050 ESAL'S ISW USEl = IS,030,000 CI0,551,000> 2010 - 2030 ESAL'S IOON = 2,974,000 2010 - 2050 ESAL 'S IOON = 7,622,000 2010 - 2030 ESAL'S THS = S70,000 2010 - 2050 ESAL ' S TH5 = 1,543,000 VT ROUTE 15 Sil'A. 92+52.27 CENTER OF ROUNDAl~OUT POSTED SPEED = 40 MPH BEGIN PROJECT · VT ROUTE 15 STA. 96+37.69 = DESIGN SPEED = 2S MPH VT ROUTE 15 HES 030-2(23) VT ROUTE 100 STA. 4'3+00.00 (MM 0.00) & STA. 91+14.n END APPROACH TH 5 STA. 63 + 59.48 BEGIN APPROACH VT ROUTE 15 STA.102+46.30 END PROJECT HES 030-2(23) BEGIN APPROACH \ QAP LEVEL 2 ' '-' ' CONVENTIONAL SYMBOLS ._.. ___ ___ _ THESE PLANS ARE SUBJECT TO SUCH ENCINEERltlG COUNTY LINE CHANCES AS MAY BE REQUIRED BY THE FEDERAL HIGHWAY TOWN LINE ADMINISTRATION OR THE DIRECTOR OF PROGRAM LIMITS OF ACCESS -0--0--0-0-0- DEVELOPMENT. CONSlRUCTIO!i IS TO BE CARRIED ON IN ACCORDANCE POINT OF ACCESS --------· x \I' WITH THESE PLANS ANO THE STANDARD SP_ECIFICATIONS FENCE LINE x--x--x--x­ --~-"' . '''', FOR CONSTRUCTION DATED 2006, AS APPROVED BY THE STONE WALL co ox.cox:;.:~ ) ' ' FEDERAL HIGHWAY ADMINISTRATION ON JUNE IS, 2006 TH 5 CHURCJIJ ST. ·< ... .. FOR USE ON THIS PROJECT, INCLUDING ALL SUBSEQUENT TRAVELED WAY ' ....... .. ll..._..Q_ 0 Q Q 0 REVISIONS AND SUCH REVISED SPECIFICATIONS AND CUl . ~O RM. STA. 61 + 63.50 ' ' END APPROACH ' ' SPECIAL PROVISIONS AS ARE INCORPORATED IN THESE RAILROAD 11•1111•a11•1m•1m1111mnn ...... .............. PLANS, SURVEY LINE BEGIN . PROJE1CT CULVERT ---------- HES 030-2(23) POWER POLE $ DATE 11-30. JO TELEPHONI:'. POLE <l> TREES SURVEYED BY : VTRANS 18 ¥ TH 5 CHURCl~c......=..ST._.... __ VT ROUTE 15 STA. '!03+83.80 SCHULTZ CONTROL OF ACCESS --111--111--111- SURVEYED DATE 1 01/2006 STA. 61+10.0fi' END APPROACH PROPERTY LIN[ " --------1----------------1 BEGIN APPRtlACH -~,] PROJECT NAME 1 HYDE PARK R.o.w. TAKING LINE ---- ~ ~ --- DATUM ,• SLOPE RIGHTS ,• PROJECT NUMBER 1 HES 030-21231 TOP OF CUT VERTICAL NAVO 66 cl: 3"6 0 f " SHEET OF 100 SHEETS TOE OF SLOPE HORIZONTAL NAO 63 !CONUSl " SCALE r · 30'-0 \ 1 " \ .. .. •. .. 'ii Allgnmenl: VT Roule 15 Curve #1 Dala: Curve #4 Data: Int~ .!i<!!:!!!!.!!9 ~ Radius: 944.00' Radius: 2300.00' i.• . B 91+11.97 764511.6063 1609654.1451 A: 12' 59' 51.43" RT. t.: a· 07' 12.12" LT. De: 6" 04' 10.09" De: 2· 29' 28.04" 93+39.37 764521 .9554 1609881.3107 Length : 214.15' Length: 325.96' 94+46.91 764526.8493 1609988.7347 Tangent: 107.54' Tangent: 163.25' 95+53.52 764507.4572 1610094.5070 Curve #2 Data: Curve #5 Data: 96+37.69 764492.2779 1610177.WOS IPF E= 1610303. 76 Radius: 1450.00' Radius: 2500.00' 10' 32' 22.11" RT. 5' 42' 44.20" RT. 764471 .8161 1610221 .2546 N= 764882. I 0 ii: t.: 764415.3731 1610342.5005 De: 3' 57' 05.16" De: 2' 17' 30.59" 764337.7048 1610451.3767 IPF Length: 266.73' Length: 249.25' Tangent: 133.74' Tangen I: 124.73' E= 1610277. 44 .. · 764266. 7096 1610550.8985 . CALC. PT. N=76475B.99 E=1610226.04 764214.9211 1610623.4963 N=7647B7. 19 :• ....••.. ' Curve llJ Data: Curve #fJ Data: 764154.3399 1610698.0064 15. 34' Radius: 1400.00' Radius: 65.00' N7 I 0 27' I 0 "Vt LI: 7' 17' 21 .72" RT. ii: 180' 00' 00.00" LT. 764065.659 1610784.7297 De: 4• 05' 33.20" Length: 204.20' Length: 178.11' Tangent: 89.18' Curve #7 Data: Radius: 165.00' :: ~ Northln Eastin t.: 180' 00' 00.00" LT. ~ 40+00 . 00 764492.2779 1610177.3005 Pl 42+28.35 Lenglh: 204.20' 764554.2356 1610197.2593 VTHD BND E=1610289.96 764709.6249 1610247.3158 N= 764750. 13 764870.5267 1610274.9222 764932.7892 1610285.6047 VTHD BND E=161Dl99.B7 N=764670.48 YTHD BND E= 1610260.3 764136.2136 1610129.3304 N=764655.61 764139.0695 1610129.5295 764263.4937 1610138. 19S9 VTHD BND 764386.4370 1610159.2116 E=1610252.27 N=764554,92 764492.2779 1610177.3005 11· . n- 1''. ;lj: ~ •1! 1li Pl 62+52. '1 Pl 96+37.69 ··:: POB CALC. PT. • ' .. 40+00.00 E= 1609899.90 -:._· .. .;.· N=764460.20 POE 63+59.48 VTHO BND E=1610181.06 N=764319.78 :. ~ ~ ::_: . • 1·r ··. l-1l :1-t. j· B- lt il . ~-'. " \ ~ rili: PROJECT NAME: HYDE PARK PROJECT NUMBER: HES 030-2(23) I if ' ,_____ I PLOT DATE: i'i ~ 0 40 80 FILE NAME: t0Bbl26frm.dgn OB-DEC-20!0 PROJECT LEADER: JLS DRAWN BY: MBL L! DESIGNED BY:. MBL CHECKED BY: JAD q. POB SCALE IN FEET !h l ;o+oo. oo ALIGNMENT DATA SHEET SHEET:· 14·.
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