public notice - nae.usace.army.mil

1

696

30 DAY NOTICE

The District Engineer has received a permit application from the applicant below to conduct work in waters of the United States as described below. The Corps is soliciting comments on both the project itself and the range of issues to be addressed in the environmental documentation.

APPLICANT: MAINE DEPT. OF TRANSPORTATION, 16 STATE HOUSE STATION, AUGUSTA, MAINE 04333

ACTIVITY: Place temporary and permanent fill below the ordinary high water mark of the Pleasant River and in adjacent freshwater wetlands at Milo, Maine in order to replace the existing deteriorated Pleasant Street bridge. On the northeastern side of the crossing, the roadway will be realigned to make Pleasant Street to Lakeview Road a through movement. The project will result in approximately 3,260 s.f. of permanent and 2,340 s.f. of temporary stream bed impact, and 1,545 s.f. of permanent and 1,565 s.f. of temporary wetland impact. A temporary work trestle will be constructed to provide access to the center-river bridge pier. Traffic will be maintained on the existing bridge until the replacement is completed whereupon the existing bridge will be demolished.

WATERWAY AND LOCATION OF THE PROPOSED WORK: Pleasant Street crossing of the Pleasant River at Milo, Maine. The project is located at latitude 45.266550°N; and longitude –68.970610°W, on the USGS MILO NORTH, ME quadrangle sheet.

AUTHORITY Permits are required pursuant to: __ _Section 10 of the Rivers and Harbors Act of 1899 __X_ Section 404 of the Clean Water Act _____Section 103 of the Marine Protection, Research and Sanctuaries Act).

The decision whether to issue a permit will be based on an evaluation of the probable impact of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which may reasonably accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered, including the cumulative effects thereof; among those are: conservation, economics, aesthetics, general environmental concerns, wetlands, cultural value, fish and wildlife values, flood hazards, flood plain value, land use, navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food production and, in general, the needs and welfare of the people.

Maine Project Office 442 Civic Center Drive, Suite 350 Augusta, Maine 04330

PUBLIC NOTICE Date: JUNE 23, 2020 Comment Period Ends: JULY 23, 2020 File Number: NAE-2020-01150 In Reply Refer To: Jay L. Clement Or by e-mail: [email protected] Number: NAE-2020-01150

m US Army Corps of Engineers ra,

New Enqland District

2

The Corps of Engineers is soliciting comments from the public; federal, state, and local agencies and officials; Indian Tribes; and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps of Engineers to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects, and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act. Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity.

Where the activity involves the discharge of dredged or fill material into waters of the United States the evaluation of the impact of the activity in the public interest will also include application of the guidelines promulgated by the Administrator, U.S Environmental Protection Agency, under authority of Section 404(b) of the Clean Water Act.

ESSENTIAL FISH HABITAT (EFH): The Magnuson-Stevens Fishery Conservation and Management Act, as amended by the Sustainable Fisheries Act of 1996 (Public Law 104-267), requires all federal agencies to consult with the National Marine Fisheries Service on all actions, or proposed actions, permitted, funded, or undertaken by the agency, that may adversely affect Essential Fish Habitat (“EFH”).

In water construction at the site will impact Essential Fish Habitat (“EFH”) for Atlantic salmon. This habitat consists of stream bed composed of cobbles and boulders interspersed with smaller stones, sand, silt and gravel. The Federal Highway Administration (FHWA) has consulted with the National Marine Fisheries Service. Although FHWA has taken the lead in this consultation, the District Engineer has made the preliminary determination that the site-specific adverse effect will not be substantial. Any consultation with the National Marine Fisheries Service regarding EFH conservation recommendations will be concluded prior to the final decision on this project.

SECTION 106 COORDINATION: FHWA has consulted with the Maine Historic Preservation Commission and Maine’s Indian Tribes pursuant to Section 106 of the National Historic Preservation Act of 1966 as amended. Although FHWA has taken the lead in this consultation, the District Engineer has determined that the proposed work is not likely to affect properties listed in, or eligible for listing in, the National Register of Historic Places. FHWA and the Corps will continue review and consultation to fulfil requirements under the Historic Preservation Act as part of the permit review process.

ENDANGERED SPECIES ACT CONSULTATION: FHWA has consulted with the US Fish & Wildlife Service pursuant to Section 7 of the Endangered Species Act regarding the presence of Atlantic salmon and Atlantic salmon critical habitat, Canada lynx, and Northern Long-Eared Bats. Although FHWA has taken the lead in this consultation, the District Engineer is hereby requesting that the appropriate Federal Agency also provide comments to the Corps regarding the presence of and potential impacts to listed species or critical habitat.

OTHER APPROVALS: The applicant has supplied the Maine Department of Environmental Protection with a permit application for the work described in this public notice and is requesting that the Department either grant or waive Water Quality Certification in accordance with Section 401 of the Clean Water Act. Comments regarding the applicant's Permit/Water Quality Certification request may be submitted in writing to: Nick Livesay, Director, Bureau of Land Resources, Department of Environmental Protection, 17 State House Station, Augusta, ME, 04333-0017 or by email to: [email protected]

3

In order to properly evaluate the proposal, we are seeking public comment. Anyone wishing to comment is encouraged to do so. Comments should be submitted in writing by the above date. If you have any questions, please contact Jay Clement at 207-623-8367, ext. 1 at our Augusta, Maine Project Office.

Any person may request, in writing, within the comment period specified in this notice, that a public hearing be held to consider the application. Requests for a public hearing shall specifically state the reasons for holding a public hearing. The Corps holds public hearings for the purpose of obtaining public comments when that is the best means for understanding a wide variety of concerns from a diverse segment of the public.

The initial determinations made herein will be reviewed in light of facts submitted in response to this notice. All comments will be considered a matter of public record. Copies of letters of objection will be forwarded to the applicant who will normally be requested to contact objectors directly in an effort to reach an understanding.

For more information on the New England District Corps of Engineers programs, visit our website at http://www.nae.usace.army.mil.

THIS NOTICE IS NOT AN AUTHORIZATION TO DO ANY WORK.

Frank J. Del Giudice Chief, Permits and Enforcement Branch Regulatory Division

If you would prefer not to continue receiving Public Notices, please contact Ms. Tina Chaisson at (978) 318-8058 or e-mail her at [email protected]. You may also check here ( ) and return this portion of the Public Notice to: Bettina Chaisson, Regulatory Division, U.S. Army Corps of Engineers, 696 Virginia Road, Concord, MA 01742-2751.

NAME: ADDRESS:

http://www.nae.usace.army.mil/

mailto:[email protected]

ú

úúúú

ú

Park St

Hovey Rd

Elm St

Lake

view

Rd

Plea

sant

St

Medford Rd

Pleasant River Rd

Reardo

n Rd

High St

Ramsdell Ridge Rd

Gerrish Rd

W Main St

Riverside St

Clem

ent Farm R

d

Prospect St

Deer Run Dr

Summ

er St

Gould St

Albert St

Dusty Ln

Birch St

Penquis Dr

Water St

Kimball St

Mai

n St

Ceda

r Ln

Knowles Ave

Cove St

Sunrise Ridge Rd

Stoddard St

Pine St

Spring

StBelmont S

t

Alton S

t

Morrill St

Com

eau

Ln

Oak St

Stur

teva

nt L

n

Elmwoo

d Park

Diamond

Matc

h Rd

68°57'0"W

68°57'0"W

68°57'30"W

68°57'30"W

68°58'0"W

68°58'0"W

68°58'30"W

68°58'30"W

68°59'0"W

68°59'0"W

68°59'30"W

68°59'30"W

45°17'0"N 45°17'0"N

45°16'30"N 45°16'30"N

45°16'0"N 45°16'0"N

45°15'30"N 45°15'30"N

45°15'0"N 45°15'0"N

0 670 1,340 2,010 2,680335Feet µMDOT WIN 22627.00

Milo- Pleasant River Bridge #3244bridge improvements

Project Location

-68.9706145.26655

STATE OF MAINE DEPARTMENT OF TRANSPORTATION

022627,00

P l easant S treet MILO P I SCA T AQU IS COUN T Y

PLANS

ACOE IMPACT PLAN INDEX

MILO - WIN 22627 .00 - BRIDGE REPLACEMENT

PLEASANT RIVER BRIDGE #3244 OVER PLEASANT RIVER

IMPACT SHEET 2

6/8/2020

IMPACT SHEET 1

0 t,1

"' ~ a::: t.1 en

II ~~ 0 ;l i~ en ~ "'z 0 t,1

::l ~ 0 z -

7j >---'

(1)

OJ [/J

7j OJ ........ ~ Ul rt-n ► Ul ,-:J rt-

"tl r ~ t""' D m > c rt-........ Z Ul en - n

0 c z ,-:J

>-<::

~ ........ L" 0 -(J)

::c m m

0 "Tl ......... -I

"' z C s: OJ m ::0

\ IMPACT SHEET 1 , .. '

\ ··~

'"' TEMP RUS IMPACTS (cofferdams/de-watered area) =1700± S.F. \ ,

\ ·v /RO\:OFFER\O~TIONS ~- -~-~\ \ ~ ' i \

+

18+00 19+00

Proposed Bridge Location

APPROX TEMP WORK TRESTLE

25 0 25 50

"'"--..- I I Scale of Feet

t PERM RUS

~ .. ~ \ TEMP RUS IMPACTS (cofferdam) =340± 5i \ TEMP RUS IMPACTS (Temp piles) =300± S.F. \\ \ (30 p;les each to, wo,k tcestle, ex;,t. b,ldge demo)

~ '\ \ 8:

PERM RUS IMPACTS (riprap) =1770± S.F.

O.H.W.

3260+ S.F. ¼ ~ '\ '

TOTAL TEMP. RUS IMPAC~, 2340+ S.F.

\

~

l f \

\. \

MO,

a "' "' Rl :-.J a a

'1:1 t""'

► z U)

(D

µ) [JJ

"TI µ) >---, ~ Cf). c-+ n ► Cf). >-3 c-+

► ~ D m c ~ >---,

Cf).

n 0 c z >-3 >-<

>---,

r-, 0

(f) :c m

3 ro ~ z C :s:: CD m ::0

IMPACT SHEET 2 PERM PEM (fill/riprap) =1065± SF -TEMP PEM (cofferdams/de-watered area) =915± S F '.'<"-'~, APPROX COFFERDAM

LOCATION

z >

Existing 36" x 5 CMP 36" x 76 Type III culvert ~

I OHW

-------Cll c,\.-\.-

CLL~- c

·'.__----~2~7~+~0~0~~=::-_J.----7 Lakeview Roa~ ~ To Schoodic Lake

--

PERM PEM (fill/riprap) =480± S F

TEMP PEM (cofferdams/de-watered area) =650± S F

PLAN

25 0 25 50 ~--• : :

Scale of Feet

m TOTAL PERM. PEM (fill/riprap) =1545± S.F.

~ = TOTAL TEMP. PEM (cofferdams/de-watered area) =1565± S.F.

0 C"-1 0 C"-1 ....... CX)

;::o (L) -0

0

!I: 0

..c V? .:2 > 0

0

(L)

E 0 C: ~ (L) CJ)

:::::,

w c..::> 0 a:: CD

C: O'> -q (L)

::: I-

I ~

0 0 / <C 1-(/) ::;;; / w c..::> 0 a:: CD / 0 0 -::: E 0 C:

-~ .....

STATE OF MAINE

SPECIFICATIONS DEPARTMENT OF TRANSPORTATION Design: Load and Resistance Factor Design per AASHTO LRFD Bridge Design Specifications, Eighth Edition 2017.

DESIGN LOADING

Live Load _________________________________ .HL - 93 Modified for Strength I

TRAFFIC DATA Current (2020) AADT _______________________________________________ 990 Future (2040) AADT _______________________________________________ 1190 DHV - % of AADT ____________________________________________________ 11% Design Hour Volume________________________________________________ 131 Heavy Trucks(% of AADT) ____________________________________________ 8% Heavy Trucks (% of DHV) _____________________________________________ 8% Directional Distribution (% of DHV) __________________________________ 55% 18 kip Equivalent P 2.0 _______________________________________________ 32 18 kip Equivalent P 2.5 _______________________________________________ 31 Design Speed (mph) __________________________________________________ -35

HYDROLOGIC DATA Drainage Area _________________________________________________ 332 sq mi Design Discharge (Q50) _______________________________________ 29,240 cfs Check Discharge (Ql00) ________________________________________ 33,175 cfs Headwater Elevation (Ql.l) ______________________________________ .275.07 ft Headwater Elevation (Ql0) ______________________________________ 283.09 ft Headwater Elevation (Q25) ______________________________________ 283.84 ft Headwater Elevation (Q50) _____________________________________ 285.05 ft Headwater Elevation (Ql0_Q} ____________________________________ 285.93 ft Discharge Velocity (Ql.l} _________________________________________ 3_31 fps Discharge Velocity (Ql0) __________________________________________ 3_70 fps Discharge Velocity (Q25) _________________________________________ 3.92 fps Discharge Velocity (Q50} _________________________________________ 3_64 fps Discharge Velocity (Ql00} ________________________________________ 3.64 fps

MATERIALS

Concrete: Transition Barriers & Curbs __________________________________ .Class "LP" Seals _________________________________________________________ Class "S" All Other _____________________________________________________ Class "A"

Reinforcing Steel: Plain Reinforcing Steel_ __________________ ASTM A 615 / A 615M, Grade 60 Stainless Reinforcing Steel_ _______________________ ASTM A 955, Grade 75 Glass Fiber Reinforced Polymer (GFRP) _______ CSA S807-10, ACI 440-lr-15

Structural Steel: All Material (except as noted)_ ______ ASTM A 709, Grade SOW (Unpainted) High Strength Bolts ____________________ ASTM F 3125, Grade A 325, Type 3

BASIC DESIGN STRESSES

Concrete: Class "LP~ ___________________________________________ f 'c = 5,000 psi Class "S" _____________________________________________ f 'c = 3,000 psi Class "A" _____________________________________________ f 'c = 4,000 psi

Reinforcing Bars: Plain Steel _________________________________________ f y = 60,000 psi Stainless Steel_ ______________________________________ f y = 75,000 psi Glass Fiber Reinforced Polymer:

#5 Bar __________________________________ f fu = 100,000 psi #6 Bar __________________________________ f fu = 100,000 psi #7 Bar ___________________________________ f fu = 95,000 psi Minimum Elastic Modulus _______________ E f = 6,150,000 psi

Structural Steel: ASTM 709, Grade SOW __________________________________ f y = 50,000 psi ASTM F 3125, Grade A325, Type 3 _______________________ fµ = 120,000 psi

MILO PISCATAQUIS COUNTY

PLEASANT RIVER BRIDGE OVER

PLEASANT RIVER PLEASANT STREET

FEDERAL AID PROJECT NO. STP-2262(700) PROJECT LENGTH 0.327 mi.

BRIDGE NO. 3244

Plan Impacts Complete January 8, 2020

LIST OF DRAWINGS

Title Sheet _____________________________________________________________ 1 General Notes. _________________________________________________________ 2 General Plans. _______________________________________________________ 3-5 Profiles _____________________________________________________________ 6-10 Typical Sections ____________________________________________________ Jl-12 Cross Sections. _____________________________________________________ 13-54

UTILITIES

Time Warner Cable Central Maine Power Company Fairpoint Communications

MAINTENANCE OF TRAFFIC

Maintain two way traffic on the existing bridge.

Pleasant River Bridge #3244 in Milo carrying Pleasant Street over Pleasant River, PROJECT LOCATION located .08 miles east of Lakeview Road.

Lat./Long. 45°16'0" N 68°58'14" W

PROGRAM AREA Bridge

OUTLINE OF WORK Replacement of Pleasant River Bridge #3244 in Milo with associated approach work.

0 0 . r(\]

co (\] (\]

0

z ...... :s:

z 0 -~ ~

~ 0 z~ ~~ ~~ 0~ ~o ~ E-i E-i z en ~

z 0 ....

:::E ~ ~ ~ 0

~

~ Cl

Cl ~

~ p...

~

E-4 Q.) =

~ ..c 0

- u 0 "' (l.) __J • ;::

.g~e~ 0 ·c:: ca 5 :z ~ (D -<C _J :::r::

z ....

~ >"I z 0 .... <Zl <Zl .... ;;;: ~ 0 u

~ >"I >"I z .... C!)

~ >'-< >"I .... :i:: u

Lu

!;,: CJ

:z 0

Ct:: I- i'.= LLJ :z LLJ

~ ~ a= vi "' ~ t- L.i..J 0::: 0

::::i!: ~ 0::: ~ u ~ I- 85 t- I- ~ I-

D:::: ~ :z: s ~ a::: ~ c..:> --:, (_') (./") --:, I- --:, OOU1:Z:0:Z:O 0::: 0:::: L..i.J C> a::: 0 0::: 0....0....C'.IUO....UO....

~ c., Q

E-i ,-...,

0:: ~ co ~

0 0:: ::c: ~

~ > U) ~ ,-...,

::E 0:: ~ E-< ~ z E-i <C -ifJ. E-i ~ .....:l 0...

SHEET NUMBER

1 OF

0 N 0 N ..... CJ() ..... ~ .. a., -0

0

.. a., E 0 C: L a., en =i

L...J (..'.) 0 iE CD .. C: 0 .iii

·s; c5

C: cr,

"C . en a., -0 z 0 L a., C: a.,

(..'.) I

N 0 0

~ 1-(/J ~ / . a., E 0 C: a.,

LL.

GENERAL CONSTRUCTION NOTES I. All utility facilities shall be adjusted by the respective utilities unless otherwise noted.

2. For easements, construction limits and right of way lines, refer to Right of Way Maps.

3. Place a 24 in. wide strip of Temporary Erosion Control Blanket on the sides/opes along the top of riprap and behind the wingwalls.

4. Unless otherwise noted. all embankment material placed below EL. XXX.XX and beyond the abutment backfill limits shown on the "Abutment Details" sheet shall be Granular Borrow meeting the requirements of Standard Specifications Subsection 703.19, Material for Underwater Backfill.

5. The clearing limits as shown on the Plans are approximate. The exact limits will be established in the field by the Resident. Single trees and stump removal shall be considered clearing.

6. Clearing limits shall be 10 ft. beyond and parallel to the construction slope lines or as shown on the plans unless otherwise authorized by the Resident.

7. Loam shall be placed to a nominal depth of 2 in. on all new or reconstructed sides/opes or as directed by the resident.

8. A MASH Compliant guardrail end treatment shall be installed concurrently with the placement of each section of end beam guardrail.

9. Extended Use Erosion Control Blankets, seeded gutters, riprap downspouts. and other gutters lined with Stone Ditch Protection shall be constructed after paving and shoulder work is completed, where it is apparent that runoff will cause continual erosion. Payment will be made under the appropriate Contract Items .

JO. Protective Coating for Concrete Surfaces shall be applied to the following areas:

All exposed surfaces of concrete curbs. Fascias down to the drip notch, All exposed surfaces of Concrete Transition Barriers, Top of abutment backwalls and to one foot below the top of backwalls on the back side, wingwalls top face and roadway face to one foot below roadway grade.

II. Erosion Control Mix may be substituted in those areas normally receiving loam and seed as directed by the resident. Placement shall be in accordance with Standard Specifications Section 619, Mulch. Payment will be made under Item Number 619.14, Erosion Control Mix.

12. Project information referred to below may be accessed at the following MaineDOT web address: http://www.maine.gov/mdot/contractors/.

13. The existing bridge plans may be accessed at the MaineDOT web address. The plans are reproductions of the original drawings as prepared for the construction of the bridge. It is very unlikely that the plans will show any construction field changes or any alterations which may have been made to the bridge during its lifespan.

14. The hydro/ogic report of the bridge site may be accessed at the MaineDOT web address. The hydrologic report is based on the designer's interpretation of the information obtained for the subject site. No assurance is given that the information or the conclusions of the report will be representative of actual conditions at the time of construction.

15. The project geotechnical report titled: Geotechnical Design Report for the Replacement of Pleasant River Bridge over Pleasant River Soils Report. dated XX, 2019 may be accessed at the MaineDOT web address.

16. Geotechnical information furnished or referred to in this Plan set is for the use of the Bidders and the Contractor. No assurance is given that the information or interpretations will be representative of actual subsurface conditions at the construction site. MaineDOT will not be responsible for the Bidder's or Contractor's interpretations or conclusions drawn from the geotechnical information. The boring logs contained in the plan set present factual and interpretive subsurface information collected at discrete locations. Data provided may not be representative of the subsurface conditions between boring locations.

17. The existing bridge shall be removed by and become the property of the Contractor. The steel portions of the existing bridge are coated with a lead-based paint system. The Contractor is responsible for the containment, proper management and disposal of all lead-contaminated hazardous waste generated by the process of demolishing the bridge. The Contractor is responsible for implementing appropriate OSHA mandated personal protection standards related to this process. Once the existing bridge is removed, the Contractor is solely responsible for the care, custody and control of the components of the existing bridge and any hazardous waste generated as a result of the storage. recycling or disposal of the bridge components, including lead-coated steel. The Contractor shall recycle or reuse the steel in accordance with the Maine Department of Environmental Protection's "Maine Hazardous Waste Management Regulations: Chapter 850. A copy of this regulation is available at MaineDOT's offices on Child Street in Augusta. Payment for all labor, materials, equipment and other costs required to remove and dispose of the existing bridge will be considered incidental to the bridge removal Pay Item.

18. The Contractor shall submit a Bridge Demolition Plan to the Resident at least 10 business days prior to the start of demolition work. This plan shall outline the methods and equipment to be used to remove and dispose of all materials included in the existing bridge. No work related to the removal of the bridge shall be undertaken by the Contractor until the MaineDOT has reviewed the Bridge Demolition Plan for appropriateness and completeness. Payment for all work necessary for developing, submitting and finalizing the Demolition Plan will be considered incidental to the bridge removal pay item.

19. Quantities included for pay items measured and paid for by Lump Sum are estimated quantities and are provided by MaineDOT for informational purposes only. Lump Sum pay items will be paid for at the Contract Bid amount. with no addition or reduction in payment to the contractor if the actual final quantities are different from MaineDOT provided estimated quantities. except as follows:

a. If a Lump Sum pay item is eliminated, the requirements of Standard Specifications Section 109.2, Elimination of Items will take precedence.

b. If other Contract Documents specifically allow a change in payment for Lump Sum pay item, those requirements will be followed.

c. If a design change results in changes to estimated quantities for Lump Sum pay items, price and adjustments will be made in accordance with Standard Specifications Section 109.7, Equitable Adjustments to Compensation and Time.

20. No existing drainage shall be abandoned, removed or plugged without prior approval of the Resident.

21. Gravel entrances shall be constructed with 14 in. Aggregate Subbase Course Gravel.

22. A 3 ft. Paved lip shall be placed at all unpaved entrances unless otherwise noted on the plans or directed by the resident.

23. Remove and reset, and remove and dispose of signs shall be performed in accordance with section 645 - Highway Signing and as directed by the Resident. Payment will be incidental to related Contract Items.

:§ I w 0 I >- .,c I <( 0 e I

I = ~ ,_ ..,

I CD ·a I

" I

"O I

"' I .. "' ~ w -\1 "' C I z ·"" I <( 00 I

" "' - "O I 0 - I

"' a. " .. w 0 ;:

"' w w w ~ > \1 " w >- "' z w ' <( 0 0

" ' w z " -; '-' u 0 iii w

"' w I a. 0 u

~ c.,

N "' 2 2 0 0

.,c ."Q.

e e = = --'::' '2 .., .., ·a ·a

" " "O "O

"' "' --'::' "' -"' "' C C

·"" -"" 00 00

"' "' "O "O --N "' 0 0 w w ~ ~

" " >- >-w w 0 0 ' ,;, N

z z '-' '-' iii iii w w 0 0

>-E-< z ;:::J 0 u [fJ. -Cl ;:::J

- 0:::: 0 0:::: ~ <C i:o > E-< -0:::: 0:::: <C ~ u > E-< ~ - z 0.. 0:::: <C

[fJ. E-< <C z ~ <C .....:l [fJ. 0.. ~ .....:l 0..

0 .....:l

!!' N "' "' 0 0

"O "O > > "' "' .:. .:.

I I I I I I I I I I I I

~ N

(fl en z z Q Q en en > > w w

"' "'

Cl) z ::5 0.. w C) Cl 0:: al

0 0 ...: zN _u,

;:~

"' "' 0 "O

z ;:

~ 0 z w C) Cl 0:: al

st "' 0

"O

"' "' 0 "O "O

> > ~ "' :" .:. ..

-.. .. :,; "' st C C C 0

.Q .Q = ·"' ·"' <.>

"O > > ~ :" :" ;, --(fl w

"' ., '-' :;:

(fl en z z I

Q Q u en en 0 > > ~ w w w

"' "' c;:

U) w E--4 0 z ....:I < ~ w z w c..,

SHEET NUMBER

2 OF

~ 0

..c: (/)

.""2 > 0

0

ci, E 0 C: L Cl) en =i

L...J (..'.) 0 iE CD

C: O'> -0 ...: a

I C: 0 a: 0 CD

I ..., a a :;;;; 1-(/) :a; / L...J (..'.) 0 a:: CD /

.. Cl)

E 0 C: Cl) -~

LL.

I \

Remove and Reset Mailbox

(

I

' , 16'=>-I:- e,\.\.

0- l ;':"'' Ut/1/ly '-._ ' 001 -

1~ccc:--------"-'::.--------

.

(Y ST:A . 40 <+

FIELD CURVE Ei:RANCE PI - TA #3

D - 402+47 80 =1900 .

t:,. = 5 0 59'09.4" R = 9 35'05.3" Lt

30.00' . L = 31.20' T = 17.18' E = 4.57'

FIELD ENT CURVE DA RANCE PI - TA #1 D -:::_ 400+36.43 t:,. :: 28038'52.4" R : 5058'42.3" Rt

200.00' · L = 24.36' T = 12.19' E = 0.37'

FIELD CURVE EiATRANCE PI - TA #2 D -:::_1 400+96.21 PC t:,. - : ai:59'09.4" - STA. 400+6

6.2

R - 9 52'46.7" Rt V L

- 30.00' · PT = S = 47.06' TA. 401+1

T = 29

3

E = . 94 • ,...,. co•<!-~ -------~OC -_3: ~~------~1.1.-----c1.1.

, ,,,,.,,,, ' _u.,_... -----Cl.I. C / ,,,,, ___ ,.......c1.1. 0 _.9-1:- 1>1 •

-- - -

0

~

ALDERS~ --_ MOS1L -- ----

\

c., .... (',,J r,,; <( ID ._ ._

Z c I ~ ~ I ~ "cij I ·- .Q' I -:,QJl~cnl 0-ol-oQJI a::: 11111 lllll"'O I CL .. I

11'1 i:;3 N l'l)

0 3l:: O 0

Cl) z ::5 0.. w C) Cl 0:: al

a::: L.a.J L.a.J ~ l.&J

~ =:::I> < 5 <C iw1-~ (fl z Wca::WW.----Ni'l) W ~ '? 6 '? '? (/) (/) ., \@

2wN1'<1zz(l)C/lc(

-:i c.,y:zz005z:r:

3 1

'/ '" -~"-'~ ----- ............. ~-/ -----:::---- _,.--/ 1,. --

r W-Beam --:1 ;;z I \_ " ~ "' e.c.s ~ ' - -:::..-- ---~ \.---u;,-way S ,cuordrall - I . , _ s-' - . • .,oo •o

p ,ce (T-,p.) __ , ----:~=~f->-,;'._~v:7"'-

, --- -------. p_1..l)t-<'

. ------- ~~-- _ _-..,,-:;1~S ,.,...--_.,l,S

."' <I'. - \.~S·

I.;: --------N •~<'\-\~ --~ iii~QQiZjiiiiiiQU ~ W I ~ (fl > > - ~ 0 0 u O w w w > > ~

- - - - - Jf---1....J....:r.l.'.c:,:J;"'E"' ~ili~ilit~~ rv--rl~

R ·DELINEATOR

emoveand__-=MOS~er;e~-

OINT 3B - - - - / / PLEASANT - - ' '-""< - CURVE DA,STREET - -

-- -- --- :;__ -= >-E-<

\\

\.) 0-

60"19'29"

..

~,,,..----::::~~~:· ::::~::::::.-~:= ~ \ ~•'\ \

..,1s

p1ea%ant strft

l)t-1c;:11'\t-l'-'o?-

Remove Existi Guardrail (T nq yp.)

,. · \. _,, S .'< • • <'l>-S<'\''

~ \.,A'I- ~ s'f!::. - - - -- _ __:;..--:; .:::,,,---~,::;;-- --,:::. \.~S· , JOit.ff 37

-~- ,,,,.. ~ C ,c.s. -· ' Pro• ' ST

--\,,

\

r--~e1move Utility

o e -(By Others) ~ p LAWN

p~~t°rS:d Utility Y Others)

\ etc------,-;"-'_.,, \ Po/.,os( ed Utility LY H Rowooos

\..- _ -7<!'~ ~ e By Ofher '"'"°~ ,,,,.,.yenuN '-'""' ,,s<¢ s! 36' X /5' ,os Re~d$7 •'· Remo,,e Ex" t· C.P. Opt. I

;~~e,porsed U/Hlly Pole (g/'r}{hers! Z Loom a.:: 'If Pavement. By Ofhersl eed (Typ.J

,,.c·~\ \ ~ta. 14•00.00 Pl \ - Sta. 402•81.89 ea~ant Street <i. Field Entra nee

Remove Utility Pole (By Others)

PLAN

25 50

Scale of Feet

"'""'-'. PI = 14 A #3 '-"-<-\. D - + 6 9,01

"""'-~ t:,. :: 50 58'05 9" - 2005 . .....__ R - 7'05.8" ~TL Y L :: 960.00' . T -:::_ 351.05'

- 177.51' E = 16.27'

ALOE

z ;:::J 0 u [fJ.

0 .....:1

i-J < 0:: µ:I

z ~ c.,

SHEET NUMBER

3 OF

0 C'-1 0 C'-1 ..... CJ() ..... ~ .. a., ~

0 0

ci, E 0 C: L a., en =i

L...J (..'.) 0 iE CD .. C: 0

"(ii ·s; c5

C: O'I

-.::, . C'-1 0

I C: 0

a.. 0 CD

I

"Sl-0 0

:;;;; IC/1 :a; / L...J (..'.) 0 a:: CD / . a., E 0 C: a.,

LL

PC - STA. 400+66

PT = STA. 401+

TL

MIXED GROWTH i

229,92

tee/ Approa

16+oo Rait(n,q fTyp.!

I I -

l>I .. -- -462'±

PLASTIC Proposed Utllity Pol e fBy_ OthersJ

0 LI')

I\) .. -

DELINE ATOR

Remove and__Mos.ft..~et~ JOINT 1L39

-- - - --- - ---- - ·-- - PLEASANT STREET _,.. CURVE DATA #3 PI = 14+69.01._, D - 5°58'05.9" Ly ALDER

....,__,_,_~ ~ l!,. = 20°57'05.8" ~T R = 960.00' L = 351.05' T - 177.51' E = 16.27'

-------PLEASANT STREET CURVE DATA #3 PI = 14+69.01 D - 5°58'05.9" l!. = 20°57'05.8" Rt. R = 960.00' L = 351.05'

fiernp,e; /.UiNty E P:£Jleitfll.fithersJ

-LI') LI') . N st + ID .... j:: V)

II

I \

/

\

\

17'-z-5• )

I I

PLEASANT RIVER ROAD CURVE DATA #1 PI = 200+99. 78 D - 4°46'28.7" l!,. = 7°38'30.1" Lt. R = 1200.00" L = 160.05' T - 80.14' E = 2.67'

)

/

\ \ \

317.45'

,,. ( (

\

18+00

132'± 172'-6"

19+00

--- .......

L/')

st

+60

+34± +75± +77± N 55°46'29.57" E

I > ~

I\) ..., -'t\ - \.. ~ C")

~~ I I\

M a '£,

\ "" ~

TEMPORARY CONSTRUCTION LIMITS 526± S.F. __ _

0 TEMPORARYCTlNSTRUffioN LIMITS (

ot- -~ 'Ir

Pleasant Street

Heavy Riprap (Typ.J

TEMPORARY CONSTRUCTION LIMITS 558.!.....§..F_. ______ _

-578'± - TEMPORARY CONSTRUCTION LIMITS

"'<) /' L '.p - -~

\ -$-BB-MPR-102 -j~' 1',c,_ ,·,:;,.

~<!\ ~

<;, -'-\l--------=:----~r 0.10,± AC.

- -J~T 40 - MAJ/f~-fiist:!_ng \v,,. \._ __. Guardrail (Typ'i ) ,\

/ \L'Remove Utility \ ,' // Pole (By Others) . ~~~\\

"' 2" Loom and Seed (Typ.J \.

' )i

0 ,.... "

I

I \

______ j __ _

Remove Existing Bri~

Remove Existing Substructures to 2'-0" below stream bed

I \ \j \ Remove Utility

Pole (By OthersJ,

Remove Existing Pavement, \ , \r\ Sta. 2/•23.49 Pleasant Street ff.

M

;'/ ) \ ,/'\ \ ~\'. '"' PLAN \ ~ Sta. 204• 31.26 Pleasant River Rood

J 25

PLAN

25 0 25

Scale of Feet

\ \ \

0 25

- - et

50

50

\ \

\ \

89'50'05.

21+00

\ \

/

I r t


.... N . L/') .... + st 0 N

j:: V)

II

I-'-, a. 1/r "- _,s;; .

""s V ~

Proposed Utility (By Other-s),

M , M

~ gj ~

l'Q p :;g ~ p

z z ~ c..? ...... ~ "-'

"' !!' :§ N I "' "' "' w 0 I 0 0 0 >-

·"' I ·"' "' "' <( I -~ > 0 e I e 0 "' ~ ~ = = = ..

~ --'::' '2 >- "' I -"' -"' CD ·o I ·a ·a

" I

" " "' I "' u

"' I "' "' .. .. .. "' ~ '::' "' w ~ ~

\1 "' "' "' C I C C z I -"" <( ·;;; I

·;;; ~

" "' I "' "' - u u u 0 .. I .. .. "' a. " N "' .. w 0 0

0 ;: w w

"' w w ~ ~ ~ > " " w

\1 " w >- >-~ >- 'f w w

z w Cl 0 (fl <( Cl Cl ' ,;, z

" ' w N Q z " z z -; (.'.) u " " en

iii iii iii > 0 w

"' w I w w w a. Cl u Cl 0 "'

L

' 0

N

"' 0 "' > "' .:.

I I I I I I

N

en z Q en > w

"'

Cl) z ::5 0.. w C) Cl 0:: al

0 0 ...:

z~ -N ~N

z ~

~ 0 z w C) Cl 0:: al

~

~ 0

"' st "' "' 0 0 "' "'

"' "' 0 "' "' > > ~ "' :" .:.

.. .. "' st C C

-~ ,Q

·"' ·;;; > :" :" .. .. "'

., (fl en z z Q Q en en > > w w

"' "'

.....:I < 0::: ~ z ~ c.,

..

-"' C 0 = <.>

"' '" ;,

(fl w (.'.)

:;: I u 0 ~

w c;:

\ \

/ .....:1 ,,~ 1~-~; ___ , /

/ 0' ELECTRIC W/METER

SHEET NUMBER

MOSTL y HARDW~NTB 4 OF

0 C'-1 0 C'-1 ..... CJ() ..... ~ .. a., ~

0 0

.. a., E 0 C: L a., en =i

L...J (..'.) 0 iE CD .. C: 0

"(ii ·s; c5

C: 0, 'O I'<') 0

I C: 0 a: 0 CD

I U") 0 0

:;;;; IC/1 :a; / L...J (..'.) 0 a:: CD / . a., E 0 C: a.,

LL.

'-

Proposed Utility Pole (By Others)

Remove Utility Pole-~ (By Others)

I ~t~' j ::} _,

< (j

lfl }2, f;J1/ j

o/ 2 ed Utility Pole

hers) >-\' e Utility Pole i\ ;;; hers)

.L.

I --

I

-,.J

nd Re ign

\

Remove and Reset Sign

\ \

,.,..

I I I

\ \

Sta. 23•50.47 Pleasant Street/Lakeview Road <f. = Sta. 106•63.6! Medford Road

fl JI ) I El I

----

-------

I 32' X 15" C. Op.t I

6 - MatQ_f}ltExisting Gravel Shoulder (Typ.J

move and Reset Sign b

"I,_() \>)·

Proposed Utility Pole-~~---"'--------~ (By Others)

~ (/J Remove and ~ Reset Sign t1

MEDFORD ROAD CURVE DATA #2 PI = 105+28.96 D - 15°54'55.8" 11 = 38°24'53.0" Rt. R = 360.00' L - 241.37' T - 125.42' E - 21.22'

MEDFORD ROAD CURVE DATA #1 PI = 102+57.46 D - 0 'm'41'~22>.'6" 11 = 0ffl9r9'®.6l.'8RRt. R = 10000.00' L - 142.87' T - 71.43' E - 0.26'

Riprap Downspout

-......... -.........

r,

PLAN

25 0 25

Scale of Feet

50

I

\

~ I

----

+2'7

+25 M M

+43.9± +50

/ 912 'l)tility POlfBLOPE

rs) / Reset From

Sta. 24•5Oz Rt.

DRAINAGE OUTLET STA. 25+95± RT.

0 0\ 0\ 1/1

+ \0 N

~ (/)

II

ti:

I DRAINAGE OUTLET STA. 26+63± LT. Proposed Utility Pole

(By Others)

TEMP ;.J'.' "d coNsrRucn TEMPORARY coNsT. LIMITS

CLLN_ - - - 1°N - l!Mrrs - -----..... LOP Etl,SE.---fl.o ~ ----=-- L----CLL----cu -


314± S,F. , ~CLL- -cl 198..,_0'± 0.05± AC. ------.....____c ~ ....._-....:H"':l"':-'":--...

+70 27+00 9°37'38.60" w --

---- -----

+so

+I +58 ---st 0 M

r ----

2B+oo

--S.F. 107.2•+

,-f

" " ,-f

+ " N

~ (/)

II

u a.

Proposed ;ility Po1~· 01 5 (By Others)


Match Existing Gravel Shoulder (Typ.J

LAKEVIEW ROAD CURVE DATA #5 PI = 28+03.86 D - 7~40..cB.'3" 11 = 13°33'11.2" Rt. R = 725.00' L = 171.50' T - 86.15' E = 5.10'

:§ I w 0 I >-<( ·"' I 0 e I

I = ~ ,.. ..,

I CD ·a I

" I .,, I

"' I .. "' ~ w -\1 "' C I z I <( ·;;;

I

" "' I - u 0 - I

"' a. " .. w 0 ;:

"' w w w ~ > \1 " w >- "' z w ' <( 0 0

" ' w z " -; '-' u 0 iii w

"' w I a. 0 u

~ c.,

N "' 2 2 0 0

·"' .'2,

e e = = --'::' '2 .., .., ·a ·a

" " .,, u

"' "' --'::' "' -"' "' C C

-"" ·;;; ~ "' "' u u --N "' 0 0 w w ~ ~

" " >- >-w w 0 0 ' ,;, N

z z '-' '-' iii iii w w 0 0

>-E-< z ;:::J 0 u [fJ. -Cl ;:::J

- 0:::: 0 0:::: ~ <C i:o > E-< -0:::: 0:::: <C ~ u > E-< ~ - z 0.. 0:::: <C

[fJ. E-< <C z ~ <C .....:l [fJ. 0.. ~ .....:l 0..

0 .....:l

!!' N "' "' 0 0 .,, .,, > > "' "' .:. .:.

I I I I I I

~ N

(fl en z z Q Q en en > ;;: w w "' "'

Cl) z ::5 0.. w C) Cl 0:: al

0 0 ...: zN _u,

;:~

"' "' 0 .,,

z ;:

~ 0 z w C) Cl 0:: al

..,. "' 0 .,,

"' "' 0 .,, .,, > > ~ "' :" .:. ..

-.. .. "' "'

..,. C C C 0 -~ .2 =

·"' <.> ·;;; .,,

> ~ :" :" ;, --(fl w

"' ., '-' :;:

(fl en z z I

Q Q u en en 0 > ;;: ~ w w w

"' "' c;:

z < ....:I ~

....:I < 0::: ~ z ~ c.,

SHEET NUMBER

5 OF

I

■

I I

0 "Tl

f ~ Ji ~

~ ~

0,

Cl

0,

--o -

m

~ :::, ~-I\) 0,

l) r--ri-, )::,.

a]~ C) <: '7 -, ....... r-- V)

I\) ri-, :---1 0, ::ti

ri-, ri-, -,

0, Cl

U) :::c: m m

Filename: ... \BRIDGE\MST A\006_Profile_01.dgn Division: BRIDGE Username: David.Shaw Date:1/8/2020

~ ~ ~ I\)

~ ~ ij ~ ~ ~ 8 ~ ~ ~ Cl:) • EL. 290. 72 Cl:)

• 8

I I I I

8

E4. ~89~83

n, I "" l ~

I:::-•

I' ' · '" ' '' I I I I I I I I I • ' 1 1 1 I I I I I I I I I I I I I I I I 1~1 1

5· · I ' . I ;;:-

G ~ lO

' ..,_ ::,- Cl)

I" · '""~ I I I I I I I ~ ~" I I I I I I I I I I I I I I I I I I I I I I I I ' . i;IYl I I I I I ~ ~ l ~

l<Cl I Co I .., g I ~ I I ~

' ' ,_·

tt--1 ' I/ t · 00::> C:,'"· - -~(O c,; :=st I ~

.. ,u. !, cl , i il' !'> ~ ~ "I (I ~ I

1/ '

,.

'

I

G) I

" I EU. 385l94 I I I EL ~85.~4. I I I I I I I I I I I I I I I I I I I I I I I t~ ',d ,,l,, • ' I I ,l,J j Jr JJ.l,,.bJ I I "' g, ' EL-1•4· '' ruv., e85_r:,, ·

5 ,. ~ ~ C: Q

.... -- tr :t! ct ~ (1)-- --"- Cb Cl ;Ji rt, .., ~~ 9

. , , . am, '!:, o' ,,, q ,,. , o,0"- OD' -,.~Cl c,,-.,,;:: "-' -...-.Q - ' ' C: '<:: •

' ~ ,. ~ • T

~

£!- ~83-~Q ,il i ~ g ~ , l l ~ .!. ~-,~ ::;- ci':::: . " l\l" (lJ- • I C)

- ' 1----...... -... Cl E' 1 J I Q Cl) CD -. ' , . ,s,.o, > o, I • o

8 Ef-.

183. 9 1, I I t i, ~ ::, II I I OQ-..CD

' I 1 . 11:rcp I a

::::: • 8

i\l • 8

.· I I I I I I I 8-+-' ~Cl)::, ~

. EL-1•2., , , , ~-: tb rt,.I I :-i • Ell . ;;!82.3! · / -rl / I ICil ~ ~ ::, o, . CD~ ~ ~- Cl ·1 1'1)- ::,- = ·· ~' "'' I --!,l ....;. I

I·, "'1ic:!icli o·q

: ' ~-~" " /if I lh ~ o, , · m~~10 . f- I • ""( _> - I Cl) er, ;;- 'T' EL 1?8/ G6 (fir It.co I :'i'J '-"-_ .• :;: CD : l

1

• -. riJ ,r 11! • ,, 0 • •

E4. 2)81 J38 ! ~1111

E!- 181.$2 ' > .

Ell .381 t 5 1 \ 11 :::::

f 6 ' ·. 11

0

PVI = p, A. ll·/5.0 (i) +··•_ ... ·0 1 "11~.; H I~ I I , · : ' - , L4

'::. l Ell. - , 7, · .08 · . · , " " , Ell . 380.9! . ·. 8 Ni L,:i I E"r- 7)28/ tn3 .. • . \0-lJil _ll) ' ' ' ■ ,. L!, . ·. ,

1 '"""IJ ("'i;; I O I

I • ~ ~ ' ,. --(t>C

E4. 2)81 J03~

,: J · • @

-L ..

~: D~-~ I I I I I I I I I I I I I I I I~ . · l~c

- I E'/... 1 8I.CJ2 n, ll -· I . ll

' E '1 .18/. 00 Cl~ · ... r. Co 8 f- •• • • .. , .., \0 -- .· 0 Q 0) .... · .. · , Cl.

0, ' Cl)

!=) .J ~ 0, -1

: Ell . 380-6! Cl · :i~ I I I I I I I I I I I I I I I I I I I I 11 I I I I I I I I I I I EL. 181.51 TT_,_ i V l~r , ,. '

J I . . ,,: , EU. 380.14 ·'j-+ 1 'EL 181• ·4 ·.: • •. 0 [I> ·_

' .. _,11 / .o ., '

I ' Ell . ~79, 41 I·' 9 .· u I I ll ._ .., ...,.

0 I\) i....... ~

Qq 'E¥-.182.4! I f a

'' I

1 ,;.IUl I I I I IPi/171 =ISTAI /2•~-!O0 / I . .

~ I I .i:,

, EU. 378.9' I I t \. , '7"' lt-+--t-+--+-+--+-+-+--+-+-+--1-+-+-+--+-+-+-t-+--t-+--+-+--+-+-+--+-+--+--1

£ !, I', ... Ell . ~ 79, 01 , , l+-'-'H +-+--+-+--+-+-+--+-+-+--1-+-+-+--+-+-+-1-+-+-+--+-+--+-+-+--+-+-+--1--I

£I-, li4.i'1 I I I I I I I I I I I I I I I I I I . ,

i l

,I

~ ~t r~~'.r,1 I I I I I I I I I I I I I I I I I I , I I I " •• , , , , , , , , , , , , , , , , , , , . , , , , , , , , , , '

' '

'_U_l_ltL1Uf:i StaJ 11•do.bd P,le~darif $t~eer © + TTTI-lt~ ff~ = 1s1ia. 14q2181fBf f i~l<1j 1tn1r~n9e r,. 8

,,. ,,,,,J " -~· El-, 186.S, ..

,,. ,,,J . " ' ; " = 11-+-+--+-+-+--+-+-+--1-+-+-+--+-+-+-1-+-+-+--+-+--+-+-+--+-+--+--1

EL ,87. ~ " ' " . t

i ' ~;_rr:r '. : : : l.,rH I I I I I I I I I I I I I I I I I I I I I I I I I I I

I l I I I I I I \t fi\ I I I I I I I I I I I I I I I I I I I I I I I I I I I ~

L I

I I

I

l I] ~ o, Cl

~ ~ ~ ~ o, Cl o, Cl ~ ~ ~ 8 ~ ~ ~

PROJ. MANAGER SPROJMANAGERS BY DATE

DESIGN·DET AILED I 1desig_ner1$ I $detailer1S pro jdate1 CHECKED-REVIEWED ----- ----- ----- SIGNATURE

~ IMILO

PLESANT RIVER BRIDGE PLEASANT RIVER

PISCATAQUIS COUNTY DESIGN2·DET AILED2 ldesigner 21 $detailer21 pro jdate2 DESIGN3·DET AILED3 I ldesigner 31 I $detailer 31 ~pro jdote3

C REVISIONS 1 ______ Srevdate1$ P.E. NUMBER s:: REVISIONS 2 ------ Srevdote2 CJ m ;:a PROFILE 1 REVISIONS 3 lrev'.s'.on3S DATE

REVISIONS 4 Srev1s1on4S

FIELD CHANGES I 1fieldchang_e$ 1Sfielddale$


WIN BRIDGE NO. 3244 WIN 22627.00 BRIDGE PLANS

l/)

~ Cb

~ ~ Cb ....

■

I I

0 "Tl

~ ~ .., ~-;--,-

tll..-~

Filename: ... \BRIDGE\MST A\007 _Prafile_02.dgn Division: BRIDGE Username: David.Shaw Date:1/8/2020

~ ~ 0 ~ ~ ~

I\)

~ ~ ~ ~ I\) I\) 8 l,i l,i l,i ~ I.O ~ 0 oi 0 u,

Qi I EL. 280.11 I I I I I I I 8 EL !2~a.~3. I I I I I I I I I I I I I I I I I I I I I I I I °' iw-7n,,-+-.---.--r-r-+-T~---r-11--r-,..........-..-+-..,......,...~--1---.-~--.--1-' ' I ,[HI I I I I I I I I I I I I I I I I I I I I I I I I I I I I)

EL. J79(51

E'L. !289.IJ2

EL. J79(5$

£Le90r EL. ~19lss

I -, .. .g •

I ~ pf I' I ~ I l/) . --~ 'f

~ I §. -. (! ~ ll

[ · 1 " I l D : ~ ~ I •. i< Ii! ~ -_ i- ,x bi .\ -•r - ~

I l l b I

;--r--r-- ·-. :.-J 8 r-, ~ I u I -io ·1

"!>'. h - i

I I . ' • E'L. !2Q0.69, ft'Vtt f. $T.f\. V5f 7o.do

l,:.L t=\1- ~ 2 ~Q.6~ I ''.c•_ I VV I - ' /

/ 1 I I I I I 1lr'l'I I I I I I I I I 111111111111111 ~ l~L ~:1. 111111111111111111111111111 1~, " , , , , , , , , , , -

l J -~

I

111111111111111 I I I I I .. <;) I :::p :.

1 EL. <l79 0 ~ - a ~ ~ E'L. !2Ql.~32_ . 0 · '- ~ I I I I I I I I I I I I I I I I I I I I I

I l ~ _ _ _ I_· _tr u l ' 1 · J" ·1 ° 1 · _1,o_ , 0 • _, u_ ·lo_· _,,o_ ·l' -~1-_t <1j',

,J ' . N'-~·or. -D .. -o! . ·-a ) -· ·ol/ t EL. ,0775, , 11· -~N 1 I -_ .. -_.. . ' 1-, 1

1 =-i , ·- I'-- 'Y%2f"7 / 1/ VY '' ' ' " -E'L. !2Q2. !33, -I ,1-~ - i/ v 'T'--c_'7r7"d-b I - - T i

' ' .. '' . I o l I n,r"_J J I ~ , vl . I ~ ·. 1.) 1? ~---J l)Di tll ~ -v , V , , 101•

<:,

-u, • 8

Oi • 8

I l J 111111 1 1 ,, ~~• N ~ ~~ ~ EL. Z735 II I , n% ,.. ~ ~ )>.

8 E'L. !2Q3 .~-1 .:g _ ~' :~ a ·'ef ~~1 I I I 11 I I I I I ~ :::± ,,;( \\ , I :_jJ I\) .'--. Cl - O Cb ,& ~ f' ·y I I'-...

I J !W:iYA I / - ~ ~ t'{ EL. ,l69. 71 'ti ~ ~- 1 , N-:11

I • I '-..., I / r-. E'L. !2Q3.671 ::o ,, ,, '

I -. ~ I ~ ~

I I ~ g~ f:1 EL. 269. 7' \ ~ '8 ~l ~ 7 io (Ii }-._1 £'L. J2Q3.0 ; \ i=:;-- ~ J's::: -+I I I I I I I I :

i § 1 ~ ~ -;.. ..... _. l/) r--. ~ c:~ , .._ '" I I @ ~ N ('

EL. Z70.18 I ,._ t\:1 q} E'L. !2Q4. l7 I ~ -+-II I I I I I I I I I I I I I I I I I I I I

I J I i'--.:1

1111111111111' ~ EL. ;j10.2 I ~ 1£'L.J2Sl4.~, : 111 j◄ ~J+t\4+-H 11111111111111 ~

I a ~ o I

I\) '--. I

I

lu, '-" I I 111 ~ r-- r--.

cii • 8

~ EL. J 70l.2° rr, ~

0 0 l) V) ::0 ~

E'L. 12~4-rl, I I - I I I i

I ' ' ' 1, I\) ~ I I i ""' ' "" , • '. ~ ~""" "~ : e: : RR:l~~M>;J.:-1>' ,,, .. , . " " / YA ,. "' i " - . . . ~ : a~ ...,., --i

- ~'-- ' - --' ' ' " ' ' ., ,. ' ' " ' ' 1"-..1-... ' ' ., I_ _ I_ Lo l- ! I I 1 : : , - I -+--+ f +---tk-'1-m I ---!--+ f\ t--+-+t I +-I rE"I I - " ,--+-=!---,-+ •

I) --, ~ ~- u, Cb ,' ~ V)

tll ~ rr, :ti ~~- ~ --< ",, 1 I \ITTi ~l/itlJ , ' I ~l~,rj

I

I I , ~;;;;,: I ,

EL. 70.39 -t--t--+-+-+--+I •II •II , t )

Q. q

c5.1.I.gi

U) :::c: m m

'1 -I z C s:: CJ m ;:a

rr, rr, --i

-I.O • 8

E'L. !2Q4. '(1I lj'l ~ f) ~ g : ~ ~ ultli,- :::,C'l -. o I

I J ~ '" 111 ~£i 1 ~ .,_ I 'N ~(i)) ~Cb I r:.! I

EL. 270 ~ ~ ~ t g I ~ '-+-+-+-+-+--+-1--1-4 :~ +-..... -,__._ __ ....._._,," I __ T l/) !::J,~ Qj · tj' +-ltr Cb I O u, Q "-I • - 0

I

I u, I I I

EL. 370.6 I E'L. 12Q4. l5 I - ~al-------l---1--------1

I I,

I 'Hrn, 6 ll I I I I I 111111111111111 \ •~ 1

, " « ---t--t--t-+-+--+--+--+--+-+-+

t

I 'l ~ ~ ~ " " I\) ill t ~ t cii • .i,..

l-0 ~t+/

~ I I= STIA.lt9rt6..0t:7 1£4£ \I. r Joo.01

-;..

~ C1:) •

ifi +--+-I+-+! 0 0

I

~-J70_9, ~ El/WWWlill : E'L. !2Q3.65 _ co

t1 " µ, N' I ;_j~ cl }- - ~ "J:

I 0 E'L. l2Sl,3.l'fG I I' II ' ' 1'1 I .'-! 0 ·r · 1 I" l <:: 'f1 h >! a

I J ll.. I ~ - I" ~~ 1) f;'-- , ~ ' ' - i I' 1.- _ j ,1,, ~I) ~ I

EL.376.6 ., I ~ 'V,,Y,1/i/ r/ y,t>1 ! , - , ; " ~ - 1 " t --=t-J ~ 1£'L.12Q2.j9( _,- ~- . "T ~ , , 1r_: 01:1 i1_·"j-.-· ·11 o_: 1~0J:1,/ lrr · / ~-~l~,t-1 +l-il---+-1-+l-lt--+l-+l-+-I +1---11

.. l n . • -_ - -, • . r - . - . . I n I / 1=>, l\j.

I

' "'i i o_ , 0 -~- Cl:t,. ( " '..;.;,,k .. -.. . IC) l\j c:,-

EL. ~80.3 I "-, - -1 '' 8 ~

£'[__ J2Q2. f4, , / : · p4' ~1\)1 I I I I I I I I I I

i I g 'ti _ '8? ·

I j 1111111111111 1 I ~? I §I~ ,, I ,\:: :~;.' : ,'.. 9 I 11111 ~ ) i~ 0 lw .. .. · +-11-++-ll-++-11-++-l----l ~ c,,: .. ·- -- . - . .. . j

I\) I

- EL. 3801.0_

EL. ~79. 7,l I I - ' 4, E'L. 12Q0.6 ,

~1 ~,I I -.. ~ I ~ -.1 I "!=i Vi '-i .... -,,

C: ~ I S;I Q

"!=i 0 '- -,,

~ §I § ~ I

0 .

~/11 I\)

/ I I I I I I I I I I I I I I I I I I I I I I I I 6 0

•·-•1J , -JI

I I I I I I I I I t': ··1:11 I $f0;. 4'l•e.3!.4~ Pl~a$a~t ~tre~t ~ I I i · : 1, /tt3ta;t-2(;~•-:3'1;-2!ofl"4eqsqnt1R'(ve.rf\'qaq ""

-H/1 I I ·.•-· q,

~L ~;!f, 111111111111111 I I I I I I ;'. : : : : : : : : • : :,,,t-t--t---t--++-++++++++----1--1--1---1-I

I -, I I I

! ' '

I l J 11111111111 I I 1 1 111111 ·: : : : • • : • • iia:J; ~~-~~~-13 I I 1 ·,:, I I I I I I 1/--:+---/I/ I I I I I I I I I I I I I I I I I I I I I I I I I I

~ IC --J,,[,j I I 11 I 1111 I i -~ i I i 'L . 8

' ' I'-\ .

\ I

~ ~ 0

~ ~ ~ I\) I\)

~ ~ ~ u:l u, 0 u, ~ ~ 8 ~ ~ ~

PLESANT RIVER BRIDGE PROJ. MANAGER SPROJMANAGERS

DESIGN-DETAILED ldesiqner1$ PLEASANT RIVER CHECKED-REVIEWED -----

BY DATE

$detailer1S pro jdate11 ----- SIGNATURE

STATE OF MAINE DEPARTMENT OF TRANSPORTATION -----

MILO PISCATAQUIS COUNTY DESIGN2-DET AILED2 ldesiqner 21 $detailer21 pro idate21 DESIGN3-DET AILED3 ldesigner 31 $detailer 31 pro jdote3 REVISIONS 1 ------ Srevdate1SJP.E. NUMBER REVISIONS 2 ------ Srevdote21

PROFILE 2 REVISIONS 3 lrevision3S Srevdate31 DATE REVISIONS 4 Srevision4S revdote4 FIELD CHANGES lfieldchanqe$ Sfielddale$

BRIDGE NO. 3244

WIN WIN 22627.00 BRIDGE PLANS

I

~ ~ :l- ~-o,,... ~

l) r- r-)::,. r,, )I:;_ )::,.

0 ~ O l) r,, V) :::0 "' )::,. C) ....... <: ..., r,, -i ~ ~ V)

0, -N ~ r,, :::0 :-i C) ~ )::,. r,, t) -i

c5.La.Ui " 0

■

I I

U) :::c: m m

~ 8

~ • 8

~ 8

~ • 8

~ • 8

I\) ;I

8

~ 8

rg • 8

Filename: ... \BRIDGE\MST A\008_Prafile_03.dgn Division: BRIDGE Username: David.Shaw Date:1/8/2020

~ 0, ~ EL. 282.59

E'L. '28.8.'2,c

~ 0,

I\)

~ I\) '.,J 0, ~ ~

0, ~ ~ 8 ~ ~

I I X •·•.1- Ji.I I .• ,

I l I ~ ~ 11, ! : :41: EL. 283 ot " ti :1 1 . E'L ,o8l ,,, o , , .ri· ·/-+1-+I +1-11--+I --+1-+I -+i-+I +I -.jli-+I --ll-+I -+i-+I +I -.jli-+I --+i-+I -+i --ll

• i::. • . ;.,4 S'1. I " 1·. I :....i-111(J'j i .,·, ~(J'j~ ~ .

I

- Ui "' ,;; . . ~ ~ y ~o:

V I·. EL.27910 ~ :J

1 o . -l++-f-+-+-,.!--,-,!_-,.+-~~ --'--.~ . --k-+-f-++-1-+-+-+-I E'L. !286.ra I . 0 I ·. ; t A. 212 p .. oo J I r ~8/p.~O

I l / ~ . I .g I' ._,.

EL. 2 7 8 2 I ~ -'--LI· 0 ··6 -/-+-1-+-+-+-+-+--+-l-+-+-+-+-+--l---1---+-+-+-+-+--l-- +--L--1

E'L. !285.14~ I 2_ ·· .. l- ·7 11 I I I I •O/~

I l I / f ;·.~ l EL. 218.oJ ;:, I , - [

EL ~••·j"" j [ . 1 EL. 277 9 J _ / l 1" , , , ' E'L 1083 1,8/ l -1~ - , I I I I : : : : : I I I I

.i::. . . I " I·'·

I l I ;4..,' ·1· · 1 ro -:0 I I a:> ..

: EL. 377;9; . ~ :iLJi ls ~o. l2.J•50.l47i ffl~o~or!.t Stneik/t o~eyi~w I R,oo(f ~ I I ,+-+-I EL '283.V8 , ol .P I= ~tq. ~Oq•B,3.pl 1/,fe,d(ior~ !Rc)aa 'I:. I I I I I I I I I I

I • I l I . · ·1 •,

I :•.·· I ti:~ , EL. 278 .. 13 j' _ lj1'l ~ ~ ' E'L. !282.68 , 'Vi/ : ST,;\. 231•80.liJO · J t tJ1· !"I• ,,

I l l E '..EV. = 2.8 .115 I '1 I· ~ ~ ~ I -•' 'o r i:::!R .i: . --, 1, I

EL. 278 3 ~- I ;_.·j - ~ • 1 1 • 1 • 1 1 EL k>a,.~7 g; 1 :1 · · 0 · · • , , . , . 11 1 ,

'9 I _o ~

1 l J : : :1 EL. 278 2 I :::, I :i-·._ _ 1 • 1 1 • 1 • 1 1

EL. 37sl 16 11 lo 11]

£!.~~]3 ~: ~ ~o I I I I I I I I I I I I I I I I t11 A i °j r I" I ·0

1·.

I\) \I) ~ ....

. ~~ .- ~ , EL. 278lO!l N T .

N 11 . 0 II I

Ui r • 1· I b .• t;

, EL. 277 4 ,, ~ / I ~ . EL. P.82.:071 \ _· ~) - : : : : : : I I •, ·. p:

1 I I I

I I , 1 wt ~ ST/A. 12s•S5.oa \ . l I I

E 'l1=. ' = .08',.,, ;5 ' ·. , EL. 279 26 . . -·" ~ J I EL !282.12.(}) i 1- -f211 : ' : : ' ' ' ' ' '

ll j' \if-, ,, O ' '

7

I · I •

1 EL. 279.5 I +~ , , , E'L. !282.12.Ef I ·· · JI ' ' ' ' ' ' ' ' ' ' - O· I I I I -

V) . . ' ' '

] Vjl:°' I l ;

I j t,11~ I ·o. • ,,. 11··. 11111 °v1JJ : A1c, ,· : EL. 219,8 ,, §_ ".::1 ' " : ,0 , , , , , '" , , 3:r : . ,.:6r20.(JJ0 , , E'L. !282.~ t ~ ~ 9 .f · I I I I I I E~ ll. 'f ~8~.45 I ! I I ! I I I ! I 1 !

I . : '

PViT I= p]jA.I 25•l05!0l0 £1L.qV.I = ~EJl.$2

I 1 1111111111111111 1, :s. g , EL.280.18 l,o ::it ' EL !282.12.if l c~ · l"'iJ -J I I I I I I I I I I I I I I I I I I I I I I

I I I I I I I I I I I I I t, ~ ~ I EL. 280.4J , }vlr = srA. ~$•715.00i . ,o I J J I EL '282.V8 I I IE4-EV. I= ?8)2.~8 I I I [· ~ i,i! I I I I I I I I I I I I I I I I I I I I I I

r , · 1 • I 11· 1 ~ N,

1~cd~tJ , , , , , , , , , 11 , 1 , 1 , 1 , 11~ ! . . . . . . . . . . . . . . . . . . . . . . I EL. J81

J28

1 I I I I I I I I I I I I I I I I I I I I I" J : · · · " · · Et. l28t.,93 1 . -~ gi ' ' ' ' ' ' ' : : s -11 ~ .o lll·

10 :I (b -• .

: ' ~- ~ .l. lh . ::, 1 1n-,,. :_ . I <D::, ~ o__ :j,f fl!a 91. "L

. 1··. -:, -rt.:,-1 I'\) k··· r-,, C)CJ)'o"'N

11 · 01 w ~l'iJcl~ 0··1 IQ -,."'j,l....,_U,

I . •-• ""if,, • I ·• • I

.: Pl/r. = s :-A.; 7•7Q.00 f' ~ ~- ~ ~ ~ :q1 1 I I ELEV!. =I 28UlQ ~~~ _

I' .... tl) 1~. ··1: ~!::, '.CD t ~~.IQ

lj 1 :I rr ~· i . ~~ K ~ :EL. 281;57 -~ .f ~ ~ -2_ ~ , , , E'L. !281.!$8 I i ~~I- . ~'fi r-,, • ' '

~ ti ~ m8~

EL. J 81 J52

EL '28.1.80

EL. J 81 J56

Et...1281.68

Ii"~ I ''I,-• C)'"ti"'!.Jl ::lJ l'i1l i-1 "" , V) C') :-.,. ~ ~ R • Q.

~ 0--,----0

~ • 8

~ 8

~ • 0 'o ._ 0~ ~

~ 8

I\) ;I

8

'-· 0, Cl) ' C) ' ...,. q

=:;i I\) G Ui CX) ::, 0 • c,, ' a-.... I oa- q

::,

I j rj,,~ ! ,.,_,;!;-s;;: e§l r·~~ rt,

EL. 281 49 J:1 I ,tv 1 •, s1,, . ?8 ,22.j : 0 " t, f- s· ~ !::!: p· I::> I ,;: G • ~ •1 ..... f-.i-. I ✓ • 8 . '6 a e:> .. r-" t> LC> Q1 --:-. :::, ' E'L' lr:,8'! &;./ I' , In ~ - - • ~- ' . . l . 4 ·o-· ,,_ -" I I I I ::lJ'-i.,_ Q. _ _,__

• i::. . • -i' II.) y , '.,J ._ G V) do ];:I G'i ~ I\) ~ ~ :J,, rri vi ::,. ~

I j =5i j -~, ~lt ~§·~. , ~ ~~~~ ~~~

, EL. 281,4 7 (!Ji Ni Cb I C) C) n- Vl Cb Cl) Ui ' -~ :s: C1) - -:, i3i .J.. _ck,_ .... ._ c--, r, E'L. !281.48 11,, ·1- ::\i ~ -q•-:!,,.~-i ~l\l'ar ~

EL. J 81 J49

EL k>a,. 49

~ ~ 8l 0,

<p ti, I• ~ r-fi 'i l'\:i Cb • ~ q ~~Cf >k~ cp 8$?:::t

I\) I\)

~ '.,J 0, ~

ip'JT I = !S71A.l 2~• l 5J0C! Eil qV I = 1281)1-9

~ ~ ~ 8 PROJ. MANAGER SPROJMANAGERS BY

DESIGN-DETAILED I 1desig_ner1$ I $detailer1S

Cl: Cb l:b .:±• I "'N ::, Cb > C')-:,(bv••~U, c;,-..., :::t';--l\) ~cf) • I "--t, C:::: G~-,,.::, -:,(!) ""'<::;-::, •/ ::lJ' IQ ,.. I C:

I I I I I () ..... -~

DATE

pro jdate1

3·

~ ~ Ui 0

~ 8

CHECKED-REVIEWED ----- ----- ----- SIGNATURE 0 "Tl OJ ~ IMILO


PISCATAQUIS COUNTY DESIGN2-DET AILED2 ldesigner 21 $detailer21 pro jdate2 DESIGN3-DET AILED3 I ldesigner 31 I $detailer 31 ~pro jdote3

C REVISIONS 1 ______ Srevdate1$ P.E. NUMBER s:: REVISIONS 2 ------ Srevdote2 CJ m ;:a PROFILE 3 REVISIONS 3 lrev'.s'.on3S DATE

REVISIONS 4 Srev1s1on4S

FIELD CHANGES I 1fieldchang_e$ 1Sfielddale$


WIN BRIDGE NO. 3244 WIN 22627.00 BRIDGE PLANS

f ~

~ ~

~ ~ -, -. ~

u, ~

~

~ • 8

i 8

Cl tJ

Cl l) -r, ::Oa a a ::o qi

~t:J 8 u,

r-~rr,e5

0 .LI. u, Cl

)::,. tJ

~ 8

Filename: ... \BRIDGE\MST A\009_Profile_04.dgn Division: BRIDGE

~ I\) I\) I\) ~ I\) ~ d ',I ~ ~ u, u, u, u,

I EL. 280.04 I I I I I I 0 l.>J •

I I I I I I I I I I I I I I I I I I I I I I I I I 8 tb Cl>lii:: 1 1./)

I ~Q ~ ~ IEY. 4801·141 I I I I I 11 1 I ! ::}" ~~a--

I ::ti I ::;: Ci) '11l ' u.. I § :,! ~; lllill ~-~ i ~ ~ ::::t ~ (j • 1

, ,I , I I cfJ0 *~

: ELJ. ~80!.2 ' , 1 I I I

E'L. 180. G l"tf~ , ~ _-ii · 1 1~· II II .: '9. ~ ~

ELI . ,80.19 ~ I _vi ~ ~ +-+--+---+-_,__<---+----+--+-,_g>--tt ~ E'L. 180. 8 § · · , ~ c:t i' cii

~~~- lo§ ~ ~ g~ • "I a~~CD

-• ()c6'"'r•Q) LJ . . • ' :::t 1::) ::t • 1

~ § u, ~ q -. ' g: q ::,

:.:....1 o ._ r.::/ ~ r.:/ Ci) I __ ELI . ,80.18 ~ . . . 111 CJ> ~

E'/... 180. 7 ' ·• - I I I I I . 6 --+--; _o. ! PVC1 = __ S ~- 104:19.00 a

1'-+-+--+14: J--'-1_ ffi. II LEVI, - 280,IB. .·o .

~i. 1•8~~: 7 ~? opl•o ~ (/) ' . i;! .. u • ·o ·.

~80.18 ~~ ·rl,:_- , 1_

~810.~, ~ ~ : 0 ,, ~ J

I I Q . . I ~! O '- i II Dl'i"'"

: ELI . ,l80l.4 t " '•: e_~ j:_ E'/... 180. 15 . . µj ~ ~ ~- 1-~~

. . I I I --

, ELI . ;38113 "., I, ~~ 'E'/... 12~0.iBI _· · ' · 1• O ::::

J o:: I aw ' . ..... I\) --- ~ - ::,---b..

ELI . a8ol.5 , I I ~ ~ · I · i+ LEV,. = 2 "3l. '04 2 -~·,_ ) C) (/)

.· 0 ~ •· 1· ::,; Q , ELI . ;j79_21 · , 1 ·

1· _ ::, Cl>

' £'/... 181.]5 -I 1 : l _ ; I_ r 1' ~ "1 · t

, ELJ. ~775 ~ ( ; _ i i_ I I=? , , , , 'E'/... 82. 25 gij I :8_ . -~ .·· G'l i8 ' ' ' ' s· 1 1 I·, 1 10

·j . ~ · 1- / ___ __ ,r,1v

-I +:-• i l

Eu •7718t t , I I !stb. 106•46.~I I I I , + •

1

: r1fv+2l8;-~r I I I I ( : ~ atch P

1 leasaf f 'ptreet

I . , I I I I I_ I I r,, o, · Sta. IQ6•63,.6l M,ed,fordl 11,oad 'I:.

= f_ tp. J?1•~0·f __ 711 R,le/;ls/;lnr Street/ L(QkevieWr Fr?ood re.

~ u,

Cl

u,

0

Username: David.Shaw Date:1/8/2020

& -, ~· ~

::0 ;:2 a rr,

Cl )::,. )::,. tJ V) l) )::,.

::0 ~ I\) a ::o u, ~ .__,

r- "' rr, rr,

~ u, Cl

::0

I\)

8 • 8

~ I\) I\) I\) I\) I\) I\) l.>J u, d "I ~ ~ <;o <;o Cl

Ul Cl Ul Cl Ul Cl I\:,

Cl

-1~11~1~11~11~1~11~11~11~1~1~1~,11~1~11~11-1~11~11-1~11~11~1 ~ 1,:. :,,:, . I

I I I I - ~I - -I I I I I I I I I I I I I I l-+--+.ri,=+---+-+--1-+-+--+-+--+-+--+-+--+-+---11--1

I >< I ~ I -2·

IE4-482:·191 I I I I I I I I I I I I 1: ~ +-+--+-+-+-t--+-+-+--1--+--+-+---+---,f--1

' ::,

EU. Z81 J96

11 Cl.

' I '1 I

9 I EJ. d81 j78

1 1111111 '

1 9 8 111 ~ 1 8

I I gi . TO I ,8; 1 !.ti ~o ~ ~~s rr- -,..... I :l e· t -~ T,~ I ":I p- s;:. _1\:,-+-i' ·1 fllbQ I"" I J~ r, u,1_ , ~ ~~ -

~ N I ~;::,;g:P ._ l:> I o ;::, r-. oo. 0) i :, 'O 1"

EU. Z81 J73

, EU. 381 )721 <;o ~ I;) I , ,

'£LI ' 8l."l2 I s 6 I ' I tn I I ' •

I ~ •' 1;:- ?VC = trti. 2CJl•65 o ,1 ,8 rr, \Q ,0 ~ £ 1~t. V. = ~8l.1 9 ) p· f- p

: EU. ;3 81 10, · ~ gt.\;! ~ +-

~ g 0, ~ ~

£ '{.... , 81.10 -_: ~~I~ ~-- :--..'t:) 'l--- .,.-... ., o-o~

I\) . . f:) ;::,- lJ o I I\)

~ EL. ;3 81 66, ~ ! I ~ --+-

8 Er 1'"87 'c} I I I I 8

'Ell . 281 61 1 ·w·. ·. +'1 ' ' ' I ' ' ' . £ ~. 82.171 !.I • • • • • •

• . · l_c 't', I ; · I Mi, iJ!; t ·,·. .g I wi~

Pf! = S,1A. 20: ,•~5-001 , ·--·~ ~ ), tb tt-

-. ' ~ q ::,

£'{....182.11!90 , , __ '· <.) (jl;l ~ (['I

· 11· l ij I - ·1~ r<

.. Ol I Cl>:

;!~~:r1 ~ / i~-}'t\t-r- , ~er 1 "Y,

fli l' 1•"'·1 ~I' .... (ll r·· ::, ~

I\) J I -r- :ii f . ._· • .\ I\) ~ 8 E. ~8111 1.f O 82 ' E" 184 iBt l'io c_\J - ' C)

8 f· ·1 ' ~ ~ ,I \··. /·N 8 g° Qll\) .a-.

!-fl I_: ~ I I I to © : ~~

, Ell . :a8o,.83 q:i .. , '£1. S-' E'{.... , 86. 8 I J l_0_ ·-·['J .,._ 1_- i-J +-

, .. -\" " I :.o ~ a I .~o~ :~I" ~ [=::: ~ I I \·· '1.-··1~ ~ ~8:

: ~i.;al,8~;:51 i! 1 ~ ~I I/ -;-~ ;toot f I I I I ~If F+-i Cf_ r- -g I ~-1. /f'VV '; QT '. 20)3•62.50 ~ ch !,

1

1 ~ J' \ I 1£~£iV, 1= f 8,8.~4, Cl ~ '.'N I

, EU. :a8q .5~ ~ {I. ~ I Vl

~ ::::

/ ~ \ ~~I' I ~ . ·.

~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~

IE~. , 88. ~ ' I i1 ~•1_ .

I\) J V Cl> I° I\ b I\) ~ E • Z78.8( (I 1

' / • • ~ o £'1-. '289.84: I ' ~ v -. '0 ' .i,. 6 Cl I I I I l \ I 01~18 St :· ~0,4•09.655 Cl

■

I I

0 "Tl co

U) :::c: m m

~ u,

~ IMILO C s:: CJ m ;:a

I\)

d I\)

~ ~ ~ oi


PISCATAQUIS

PROFILE 4

~

COUNTY

~ !, I , · x Elyv. l290f2? I _ I ~ (?) I ! :o· Ma ct f lea.~a,,t ,,t1eet

I EW, 3791611 I I I I I ·1 _ji;! I . . - I I I I 7 I r l'&l Kl I I° : . . S ,a. 2(04~ 3 ,.2~ P fJa'Pant River Road {C_

al ~ I = pt¢/. f/12-f-19 P(eqsant Street 'f. • 11 'I,

~© -i,. ©

CD >-+--+----+-+-1--+--+--+-1-+- le -+-+-t-+--+--+-+-t--1--+--+--+-t--1--+-+--+-+-1--+-+--+-+-1

~ I 1111 I 111 I I 111 I I 111 I I 111 I I 111 I I 111 I I ~ Cl I\:, I\:, I\:, I\:, I\:, I\:, I\:, l>J Cl

rn Z ~ ~ ~ ~ ~ 8


DESIGN-DETAILED I 1desig_ner1$ I $detailer1S pro jdate1 CHECKED-REVIEWED ----- ----- ----- SIGNATURE


DESIGN2-DET AILED2 ldesigner 21 $detailer21 pro jdate2 DESIGN3-DET AILED3 I ldesigner 31 I $detailer 31 ~pro jdote3 REVISIONS 1 ______ Srevdate1$ P.E. NUMBER REVISIONS 2 ------ Srevdote2 REVISIONS 3 lrev'.s'.on3S DATE REVISIONS 4 Srev1s1on4S

FIELD CHANGES I 1fieldchang_e$ 1Sfielddale$ BRIDGE NO. 3244


■

I I

0 "Tl

~

0

U) :::c: m m ~ IMILO C s:: CJ m ;:a

Filename: ... \BRIDGE\MST A\010_Prafile_05.dgn Division: BRIDGE Username: David.Shaw Date:1/8/2020

f ~ ~ CD .....

~ ~

0

~

-o-

a: .., ~-~

..,.,

....... rr, r---

0 'tJt,

ij rr, .._,<: r--- :ti

~ rr, )::,.

~ ~ 0

l ~ ~ ~ ~ ~ ~ ~~ ~ ~ rn ~ ~ ~ ~ ~~~~~~

8 EL.278.16 ?c:i:§:~:~t- 8 • c,, n, n, .... 0 •

8 , 2~~-~~ 8 I Qti~~~

-ll. a -• 8

~ • 8

,. :::, :::, o o· J.-+t O () .... ..,

I I I J :::, CD I ""' 1° ~tr;r Ell. ~79.20

EL r e-lea

n, I · 1 ~ :--1 ..... . .., - . Q~

4 • 1 I I I I I I I I I I I ~~ '~ ~ ~ 0 ·l :::,

~ '.1· . :::, .. Q. '

Ell . 3791. ~1 £Lr,•• DI

. , J _ I_J I I I I I I I I I I I I~ • ~' ~ \ II I I I I I I I I I I I I I I I

c,, : ~ ..

I EJ. 3791_9,

l~trrr 8. -~

lq.Wr--- *.t· ttt++t--t-t-++-1-Ugi i· I 111111111 -ll. i tt 11111 ~ -ra,.~,

I bl l:

I I 9 ' -,- . 7 I I I I I I I I I I I I 11~ I~ ~ I , . . o+-1 11 --t-t-+-H---l-D_j 1\I. ~ I I I I I I I I I I E

El • 3791. 79

E -,a,.;ro El • 3791,511

I : c.-1 -10 ti I '. 0. -t~ CD

I '• . I , I 11

1 l cfu ,r.- L ""T·~ t.ri,. 75 Ina· nr v ~ r J> .f,-\ , iTv. 11 •• v .

' '. [· I o;, _

F~Ef. f ~8,?.J2

..,,

~ n, :::,

;I~ ~Ci CD ' ' \) ~

i E/- 182-!Jt

EJ. ?,7ql_ ~ :;i

1 1 1 r· in~ ' 0

' _ · ...! : J ,t, ' I "Dii----·. IN / I- $ il4. 4()2 ,0!!!.CJ.O Qft ~ g·

IEfT""" -- - - • ' EIL"'V I = 1'='82195 ~- " " Y . j F- , ' , I "" .

Ell . ~791. 5.

ELt "h EU. ~791.6

ELl ,ls p;

Ii);) r's ' I ~ 1' R I

PVRo' ,t QT,i. {102•2.S.oo' n, U) s:::: , L' Vi. . 2'84.7' I

tJ 1-) I " . I II r-- I ~~" I

\ '

,·

I I A. 402:40.©0 • '\ 2'{35,.78

Gi ""J l,J

-~ ,-~ P'fT = STA. 402.• .5.00 ·":"l~

~ • 8

Ell . ~791,19 I I

£ ~. )2q'6.~.;f

f f4=1,f. 4 2.Bq.2/ I 1, . I!._-~-'ii Stal, 4.02.•6.3.1/7 JI ,o i 7-!Fo/ev. l2c!6,!1~ I I \ I :i{I ~afcti,I R/ebsont

1 9.

1treet \ +-_:; I I · 1 I I

~1'.'..:_~1_--111--i-1--l-1 --l1-+1--l11-+1-+1 --lt-+t +1 -+1-+1 --llf-i'11~-t-t---1t/ f i S~a.1 402:-at ae IFle,J, Entrance (f_

I = !Stp. ¥4i0(l).0,0 I P?eqsant Street Q:'.

~ I 1111 I , 111 I 1111 I 1111 I 1111 I 1111 I 1111 I ~ 0 ~ ~ ~ ~ ij ~ ~ ~ 8


DESIGN·DET AILED [ ldes.i5J.ner1$ I $detailer1S pro jdate1 CHECKED-REVIEWED ----- ----- ----- SIGNATURE



PISCATAQUIS COUNTY DESIGN2·DET AILED2 ldesigner 21 $detailer21 pro jdate2 DESIGN3·DET AILED3 I ldesigner 31 I $detailer 31 ~pro jdote3 REVISIONS 1 ______ Srevdate1$ P.E. NUMBER REVISIONS 2 ------ Srevdote2

PROFILE 5 REVISIONS 3 lrev'.s'.on3S DATE REVISIONS 4 Srev1s1on4S

FIELD CHANGES l lfieldcha09.e$ 1Sfielddale$ BRIDGE NO. 3244


0 C'-1 0 C'-1 ..... CJ() ..... ~ .. a., -0

0

.. a., E 0 C: L a., en =i

L...J (..'.) 0 iE CD .. C: 0 .iii

·s; c5

C: c,,

"O . en C:

.Q -u a.,

C/1

0 u ·o.. >.

I-I ~ ~

0

~ 1-(/) ~ / . a., E 0 C: a.,

LL.

2' Loam & Seed (Typ.)

' ' ' ' ' ' '

Existing Ground

' ' -- -----

3'-0"

-

-

6'-0" I /'-0" Shoulder Travel Lane

[ Pleasant Street/Lakeview Road

II'-()" Travel Lane

6'-0" 3'-0" Shoulder

-2.0% Varies (Match 7W Slope) ~ Varies (Match 7W Slope) .. " ..... · ....

~ 18" Aggregate Subbase -Course - Gravel

Existing Ground

---------------------- --------------------------------------------

6'-0" Shoulder

4'HMA\

var~\

TYPICAL APPROACH SECTION Full Depth Construction

Existing Ground

------

6'-0" Shoulder

4"HMA\

var~\

:3:I v;ri~s (Match TW S/opeJ --- ------------

2' Loam & Seed (Typ.) - 18" Aggregate Subbase

Course - Gravel -- ------ 2' Loam & Seed (Typ.) 18' Aggregate Subbase Course - Gravel

TYPICAL DITCH SECTION Without Guardrail

6'-0" Shoulder

4"HMA~ (Typ.) Varies -

•

II' -0"

TYPICAL EMBANKMENT SECTION

[ Pleasant Street/Lakeview Road

ll'-0"

Without Guardrail

6'-0" Travel Lane

Exist. Edge Travel Lane

Exist. Edge

Shoulder

of Pavement of Pavement l'·O"

Profile Grade l'·O"

t½'HMA\

Varies \ Varies Varies 2' Loam & Seed (Typ.)

½"Min.Shim~-_/-- :.•A.•c,...,•--,:,:-,-· , .... ,.. .. ....... ' ..... ,.,_ ~,; Sawcut (Typ.) 0 •• • ,.·· ·~. ~·-". -.>~: '.\•"7:-;;~

18" Aggregate Subbase Varies · · :--, · Course - Gravel (Typ.) ~ ..._ -- _ - - - _

TYPICAL APPROACH SECTION Shoulder Construction With

Variable Depth Mill, Shim & 2" Overlay

Pleasant Street/ Lakeview Rood Superelevotion Table Lt. Shoulder Lt. Trove/way Station Rt. Trove/way Rt. Shoulder

Match Existing 9•00.00 Match Existing -4.07. -2.07. 9•25.00 -3.9% -4.0% -4.07. -2.07. 9•50.00 -3.0% -4.07. -4.07. -2.07. 9•75.00 -2.07. -4.0%

+ + - + + -4.07. -2.07. l2•00.00 -2.07. -4.07. -4.07. -0.87. l2•25.00 -2.07. -4.07. -4.0% 0.57. l2•50.00 -2.0% -4.07. -4.07. 1.77. l2•75.00 -2.07. -4.07. -3.07. 3.07. /3•00.00 -3.07. -4.07. -2.07. 4.27. /3•25.00 -4.27. -4.27.

• • - • • -2.07. 4.27. l6•00.00 -4.27. -4.27.

-2.07. 3.17. l6•25.00 -3.17. -4.07. -2.07. 2.07. l6•50.00 -2.07. -4.07. N/A 2.07. /6•75.00 -2.0% -4.0% N/A 2.0% l7•00.00 -2.07. N/A

• • - • • N/A 2.0% 20•00.00 -2.07. N/A / -4.07. 2.07. 20•25.00

/ -2.07. N/A

/ -4.07. 2.07. 20•50.00 -2.07. -4.07. /

/ -4.0% 1.2% 20•75.00 /

-/.2% -4.0% / -4.0% 0.4% 2!•00.00 ~ -0.4% -4.0%

-4.07. -0.4% 2!•25.00 0.4% -4.07. -4.07. -1.27. 21•50.00 1.27. -4.07. -4.07. -2.07. 2/•75.00 2.07. -4.07. -4.07. -2.8% 22•00.00 2.87. -4.07. -4.07. -3.6% 22•25.00 3.67. -3.07. -4.47. -4.47. 22•50.00 4.47. -2.07. -5.27. -5.27. 22•75.00 5.27. -2.07. -6.07. -6.07. 23•00.00 6.07. -2.0%

+ + - + + -6.07. -6.07. 26•00.00 6.07. -2.0% -4.67. -4.6% 26•25.00 4.67. -2.0% -4.07. -3.37. 26•50.00 3.37. -3.07. -4.07. -1.97. 26•75.00 1.97. -4.07. -4.07. -0.5% 27•00.00 0.57. -4.07. -4.07. 0.97. 27•25.00 -0.97. -4.07. -4.0% 2.2% 27•50.00 -2.2% -4.0% -4.0% 2.2% 27•75.00 -3.67. -4.0% -4.0% 2.27. 28•00.00 -5.07. -5.0% -4.07. 0.97. 28•25.00 -6.47. -6.47. -4.0% -0.5% 28•50.00 -7.77. -7.77.

Match Existing 28•75.00 Match Existing

>-E-< z ;:::J 0 u

~ [fJ. c., -Cl ;:::J - 0:::: 0 0:::: ~ <C i:o > E-< -0:::: 0:::: <C ~ u > E-< ~ - z 0.. 0:::: <C

[fJ. E-< <C z ~ <C .....:l [fJ. 0.. ~ .....:l 0..

0 .....:l

Cl) z ::5 0. w C) Cl 0:: al

0 0 ...: zN _u,

;:~ z ;:

........

U)

z 0 -E--4 u ~ U)

~ <C u -~ ~ E--4

~ 0 z w C) Cl 0:: al

SHEET NUMBER

11 OF

0 C'-1 0 C'-1 ..... CJ() ..... ~ .. a., ~

0 0

.. a., E 0 C: L a., en =i

L...J (..'.) 0 iE CD .. C: 0 .iii

·s; c5

C: O"'

"O ui C: 0 ~ u a.,

U1 0 u ·c. >,.

I-I

~ 0

~ IC/1 ~ / . a., E 0 C: a.,

LL.

3:I_....--_..--

Z' Loam

2· Loam & Seed (Typ.J

---------

ff. Medford Road I

3'-0" //'-(}" //'-(}" 3'-0" ,hou!der Travel Lane Travel Lane )hOU!der

Varies

4"HMA\

Varies \

/ Profile Grade

/ Varies .... Varies --- ----

MEDFORD ROAD DESIGN TYPICAL SECTION

/l'-0" Trove/Lane

22· Aggregate Subbase -Course - Gravel

2.0X

ff. Pleasant River Road I //'-(}"

Travel Lane

/ Profile Grade

/ 2.ox

PLEASANT RIVER ROAD DESIGN SECTION

ff. Field Entrance

~ Vi

4' -0" 4' -0"

Cl)

~ l 2.0X 2.0X ..._ ~•·,a::, o_ ~-·a .. 0

§~ . .. . . .. j .. j 12:' Aggregate Subbase

2· Loam & Seed (Typ.J

Cl Course - Gravel ..c:: u ---------..... -----~ ----------~

- - - - Existing Ground

FIELD ENTRANCE DESIGN SECTION

--r Existing Ground - "<I)

Cl) --·.:: i_:I ---~

Medford Road Superelevation Table Lt. Shoulder Lt. Trove/way Station Rt. Trove/way Rt. Shoulder

Match Existing !03•50.00 Match Existing -2.4X -I.OX 0.4X I.BX 3.2X 4.6X

t 4.6X 3.5X

-2.4X !03•75.00 -4.IX ·I.OX !04•00.00 -4.IX 0.4X !04•25.00 -4.!X I.BX !04•50.00 -4.!X 3.2X !04•75.00 -4.!X 4.6X !05•00.00 -4.6X

t - t 4.6X !06•00.00 -4.6X 3.5X !06•25.00 -3.5X

Pleasant River Road Superelevation Table

Lt. Trove/way Station Rt. Trove/way Match Existing 20!•50.00 Match Existing

-2.0X 20!•75.00 -2.0X

t - t -2.0X 203•25.00 -2.0X -2.0X 203•50.00 a.ox -2.0X 203•75.00 2.0X -3.4X 204•00.00 3.BX

-4.IX -4.!X -4.!X -4.!X -4.!X -4.6X

t -4.6X -3.5X

gj p

~ z c.? .... C/)

:§ N "' I 2 2 w 0 I 0 0 >- .,c I .,c .'Q. <( 0 e I e e I = = =

~ --'::' '2 ,_ .., I

.., .., CD ·a I ·a ·a

" I

" " 'O I 'O 'O

"' I "' "' .. "' ~ --'::' "' w - -\1 "' "' "' C I C C z ·" I ·" -"" <( 00 I 00 00

" "' "' "' - 'O I 'O 'O 0 - I --"' a. " N "' .. w 0 0

0 ;: w w

"' w w ~ ~

w ~ > " " \1 " w >- >->- "' w w

z w . 0 0 <( 0 0 . ,;, "

. w N z " z z

-; (.'.) u " " 0 iii w iii iii "' w I w w a. 0 u 0 0

>--E-< z ;:::J 0 u

~ [fJ. c., -Cl ;:::J - 0:::: 0 0:::: ~ <C i:o > E-< -0:::: 0:::: <C ~ u > E-< ~ - z 0.. 0:::: <C

[fJ. E-< <C z ~ <C .....:l [fJ. 0.. ~ .....:l 0..

0 .....:l

~ ~ aJ :;g p z ~ ~ !!' N "' "' 0 0 'O 'O > > "' "' .:. .:.

I I I I I I I I I I I I

~ N

(fl en z z Q Q en en > > w w

"' "'

Cl) z ::5 0.. w C) Cl 0:: al

0 0 ...: zN _u,

;:~ z ;:

~ 0 z w C) Cl 0:: al

~

~ 0

"' st "' "' 0 0

'O 'O

"' "' 0 'O 'O

> > ~ "' :" .:. ..

-.. .. :,; "' st C C C 0

.Q .Q = ·"' ·"' <.>

'O > > ~ :" :" ;, --(fl w

"' ., (.'.)

:;: (fl en z z I

Q Q u en en 0 > > ~ w w w

"' "' c;:

c,J

U)

z 0 -E--4 u ~ U)

i-J < u -~ ~ E--4

SHEET NUMBER

12 OF