23-24 - Maine...n a g e r sheet number f ie l d c h a ... É construction berm ... travelway...

23-24

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APPROXIMATE.

6. THE STATIONING SHOWN UNDER EACH TYPICAL SECTION IS

SHOULDER CROSS SLOPE SHALL NOT EXCEED 8 PERCENT.

5. THE ALGEBRAIC DIFFERENCE BETWEEN TRAVELWAY AND

THE ACTUAL DEPTH MAY VARY. SEE GENERAL NOTES.

4. THE GRAVEL QUANTITY CALCULATION IS BASED ON 2" LOAM DEPTH.

THE DEPARTMENT.

SECTIONS SHALL BE STRAIGHT UNLESS OTHERWISE DIRECTED BY

3. CROSS SLOPES FOR BOTH NORMAL AND SUPERELEVATION

SAME SLOPE AS THE TRAVELWAY.

SIDE SHOULDER, THE LOW SIDE SHOULDER SHALL HAVE THE

2. WHEN SUPERELEVATION EXCEEDS THE SLOPE OF THE LOW

THE PLANS ARE INTENDED TO BE NOMINAL.

1. THE PAVEMENT, BASE AND SUBBASE DEPTHS AS SHOWN ON

K.

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0

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5/2

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STATION RIGHT %

TRAVELWAY TRAVELWAY SHOULDER

LEFT %

ROUTE 25 CROSS SLOPES (e)

-4.0% -2.0% -2.0% -4.0%

-4.0% -2.0% -2.0% -4.0%

É CONSTRUCTION

BERM

2.00’

SHOULDER

6.00’

TRAVELWAY

12.00’

TRAVELWAY

12.00’

SHOULDER

6.00’

BERM

2.00’

É CONSTRUCTION

BERM

2.00’

SHOULDER

6.00’

TRAVELWAY

12.00’

TRAVELWAY

12.00’

AUXILIARY LANE

12.00’

SHLD

4.00’

BERM

2.00’

-2.0%

GRADE

PROFILE

GRADE

PROFILE

ASPHALT

6" HOT MIX

ASPHALT

6" HOT MIX

COURSE - GRAVEL

24" AGGREGATE SUBBASE

COURSE - GRAVEL

24" AGGREGATE SUBBASE

STA. 11+75.00 TO 12+85.00

STA. 14+65.00 TO 16+25.00

SEED (TYP.)

2" LOAM &

SEED (TYP.)

2" LOAM &

GROUND

EXISTING

ASPHALT

3" HOT MIX

-2.0% -2.0%

-2.0% -2.0%

SHOULDER AUXILIARY LANE

POST (TYP.)

WITH 8’ GUARDRAIL

- MID-WAY SPLICE

W-BEAM GUARDRAIL

POST (TYP.)

WITH 8’ GUARDRAIL

- MID-WAY SPLICE

W-BEAM GUARDRAIL

2:1 O

R FLA

TTER

2:1 OR FLATTER

STATION TO STATION

AGGREGATE SUBBASE COURSE GRAVEL

12’ - 12’ - 12’ LANES

STATION TO STATION


STATION TO STATION

14+65.00 TO 16+25.00


14+65.00 TO 16+25.00 14+65.00 TO 16+25.00

266.7 CY/100 LF63.5 CY/100 LF 76.6 CY/100 LF

STATION TO STATION


12’ - 12’ TRAVEL LANES

STATION TO STATION


STATION TO STATION

11+75.00 TO 12+85.00


11+75.00 TO 12+85.00 11+75.00 TO 12+85.00

177.8 CY/100 LF76.6 CY/100 LF 86.2 CY/100 LF

GUARDRAIL SHOULDER GUARDRAIL SHOULDER

4’ GUARDRAIL SHOULDER 6’ GUARDRAIL SHOULDER

3.00’ 3.05’

3.20’ 3.00’

FULL CONSTRUCTION

FULL CONSTRUCTION

4.90’ 4.90’

4.95’ 4.95’

GROUND

EXISTING

2.0%

2.0%

2:1 O

R FLA

TTER

3:1

SPECIAL FILL

16+50

16+25

16+00

TO

14+75

14+50

TO

11+75

11+50

MATCH EXISTING

-4.0

-4.0

-4.0

-4.0

-4.0

MATCH EXISTING

MATCH EXISTING

-2.0

-2.0

-2.0

-

-

-

MATCH EXISTING

-2.0

-2.0

-2.0

-2.0

-2.0

MATCH EXISTING

MATCH EXISTING

-2.7

-2.0

-2.0

-2.0

-2.0

MATCH EXISTING

MATCH EXISTING

-5.0

-4.0

-4.0

-4.0

-4.0

MATCH EXISTING

ASPHALT

3" HOT MIX

24

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APPROXIMATE.

6. THE STATIONING SHOWN UNDER EACH TYPICAL SECTION IS

SHOULDER CROSS SLOPE SHALL NOT EXCEED 8 PERCENT.

5. THE ALGEBRAIC DIFFERENCE BETWEEN TRAVELWAY AND

THE ACTUAL DEPTH MAY VARY. SEE GENERAL NOTES.

4. THE GRAVEL QUANTITY CALCULATION IS BASED ON 2" LOAM DEPTH.

THE DEPARTMENT.

SECTIONS SHALL BE STRAIGHT UNLESS OTHERWISE DIRECTED BY

3. CROSS SLOPES FOR BOTH NORMAL AND SUPERELEVATION

SAME SLOPE AS THE TRAVELWAY.

SIDE SHOULDER, THE LOW SIDE SHOULDER SHALL HAVE THE

2. WHEN SUPERELEVATION EXCEEDS THE SLOPE OF THE LOW

THE PLANS ARE INTENDED TO BE NOMINAL.

1. THE PAVEMENT, BASE AND SUBBASE DEPTHS AS SHOWN ON

K.

WO

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18821.0

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1882100

5/2

02

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5/2

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3

É CONSTRUCTION

SHOULDER

6.00’

AUXILIARY LANE

VARIES (0’-12.00’)

TRAVELWAY

12.00’

TRAVELWAY

12.00’

AUXILIARY LANE

VARIES (0’-12.00’)

SHOULDER

6.00’

WITH VARIABLE DEPTH SHIM

1�" HMA OVERLAY

STA. 16+60.00 TO 28+50.00

EXISTING PAVEMENT

HMA SHIM

VARIABLE DEPTH

1�" OF HMA SURFACE

DEPTH SHIM

VARIABLE

1 �" HMA

OVERLAY

MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING EXISTING

MATCH

EXISTING

MATCH

24

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ESTIMATED QUANTITIES

ITEM NO. QUANTITYDESCRIPTION UNIT

CONSIDERED INCIDENTAL TO ITEM 606.

CONNECTIONS FOR PROPOSED GUARDRAIL TO EXISTING WILL BE 20.

BE INSTALLED AT EACH GUARDRAIL END.

TWO REFLECTORIZED FLEXIBLE G.R. MARKERS (ITEM 606.353) WILL 19.

CONSIDERED INCIDENTAL TO THE GUARDRAIL ITEMS.

PROPERTY OF THE CONTRACTOR. REMOVAL AND DISPOSAL SHALL BE

ALL EXISTING GUARDRAIL SHALL BE REMOVED AND BECOME THE 18.

WITH THE PLACEMENT OF EACH SECTION OF BEAM GUARDRAIL.

GUARDRAIL END TREATMENTS SHALL BE INSTALLED CONCURRENTLY 17.

RESIDENT.

UNLESS OTHERWISE NOTED ON THE PLANS OR DIRECTED BY THE

INLETS AND OUTLETS OF ALL CULVERTS SHALL BE RIPRAPPED 16.

PLUGGED WITHOUT PRIOR APPROVAL OF THE RESIDENT.

NO EXISTING DRAINAGE SHALL BE ABANDONED, REMOVED OR 15.

CROSS SLOPE SHALL NOT EXCEED 8 PERCENT.

THE ALGEBRAIC DIFFERENCE BETWEEN TRAVELWAY AND SHOULDER 14.

BE STRAIGHT UNLESS OTHERWISE DIRECTED BY THE RESIDENT.

CROSS SLOPES FOR NORMAL AND SUPERELEVATED SECTIONS WILL 13.

THE RESIDENT.

ENTRANCES UNLESS OTHERWISE NOTED IN THE PLANS OR DIRECTED BY

A 3 FOOT PAVED LIP SHALL BE PLACED AT ALL UNPAVED 12.

DIRECTED BY THE RESIDENT.

SURFACE COURSE UNLESS OTHERWISE NOTED IN THE PLANS OR

SUBBASE COURSE - GRAVEL AND 3 INCHES UNTREATED AGGREGATE

AGGREGATE SUBBASE COURSE - GRAVEL OR 11 INCHES AGGREGATE

GRAVEL ENTRANCES SHALL BE CONSTRUCTED WITH 14 INCHES 11.

- GRAVEL.

INCHES HOT MIX ASPHALT AND 11 INCHES AGGREGATE SUBBASE COURSE

COMMERCIAL PAVED ENTRANCES SHALL BE CONSTRUCTED WITH: 3 10.

COMPACTING THE FILL MATERIAL ALONG WITH THE MATERIAL REMOVED.

BY EXCAVATING STEPS OF SUFFICIENT WIDTH TO PERMIT PLACING AND

EXISTING INSLOPES IN PROPOSED FILL AREAS SHALL BE BENCHED 9.

703.19.

UNDERWATER BACKFILL AS SPECIFIED IN STANDARD SPECIFICATION

MEET REQUIREMENTS FOR GRANULAR BORROW MATERIAL FOR

LOW WET AREAS TO 1 FOOT ABOVE WATER LEVEL OR OLD GROUND SHALL

GRANULAR BORROW USED TO BACKFILL MUCK EXCAVATION OR IN 8.

RESIDENT.

TYPE AND LOCATION OF DITCH PROTECTION MAY BE ALTERED BY THE

CONSTRUCTION NOTES IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL

REQUIRED DITCH PROTECTION SHOWN ON THE PLANS OR IN THE 7.

WASTE AREAS SHALL BE CONSIDERED INCIDENTAL.

REVIEWED BY THE RESIDENT. GRADING, SEEDING AND MULCHING OF

DISPOSED OF OFF THE PROJECT IN ACCEPTABLE WASTE AREAS

ALL WASTE MATERIAL NOT USED ON THE PROJECT SHALL BE 6.

DROP-OFF FROM THE EDGE OF SHOULDER PAVEMENT.

ACCORDINGLY SO THAT UPON COMPLETION OF THE PROJECT THERE IS NO

THE CONTRACTOR SHALL PLAN AND CONDUCT THEIR WORK 5.

RESIDENT.

SHOWN ON THE TYPICALS OR FLATTER, OR AS DIRECTED BY THE

ALL INSLOPE AND DITCHES IN CUT AREAS SHALL BE GRADED AS 4.

PAYMENT WILL BE MADE UNDER THE APPROPRIATE CONTRACT ITEMS.

SHOULDERS AND PLACED IN DESIGNATED AREAS OR DISPOSED OF.

EXCESS MATERIAL SHALL BE REMOVED FROM THE EDGES OF

WHERE DEEMED NECESSARY BY THE RESIDENT, UNSUITABLE 3.

DIRECTED BY THE RESIDENT.

ACTUAL GRUBBING LIMITS MAY VARY BASED ON FIELD CONDITIONS AS

APPROXIMATE AND HAVE BEEN USED FOR ESTIMATING PURPOSES ONLY.

SECTIONS AND THE QUANTITIES NOTED. THESE LIMITS ARE

GRUBBING IN FILL AREAS HAS BEEN SHOWN ON THE CROSS 2.

OTHERWISE AUTHORIZED BY THE RESIDENT.

CONSTRUCTION SLOPE LINES OR AS SHOWN ON THE PLANS UNLESS

CLEARING LIMITS SHALL BE 10 FEET BEYOND AND PARALLEL TO THE 1.

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18821.0

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5/2

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5/2

02

0

MADE UNDER APPROPRIATE CONTRACT ITEMS.

CONTRACTOR AS APPROVED BY THE DEPARTMENT. PAYMENT SHALL BE

FINAL STRIPING FOR THE PROJECT SHALL BE DONE BY THE 29.

RESIDENT.

UNDETERMINED LOCATIONS SHALL BE DETERMINED BY THE 28.

BEING PAID FOR UNDER THE EQUIPMENT RENTAL ITEMS.

BE MADE FOR THE SUPERVISION OF EQUIPMENT AND LAYOUT OF WORK

NO SEPARATE PAYMENT FOR SUPERINTENDENT OR FOREMAN WILL 27.

CONSIDERED INCIDENTAL TO THE RELATED DRAINAGE ITEMS.

REQUIREMENTS WILL NOT BE PAID FOR DIRECTLY BUT WILL BE

CONTRACTOR’S CONVENIENCE OR TO COMPLY WITH BACKSLOPING

TO INSTALL DRAINAGE STRUCTURES. ADDITIONAL EXCAVATION FOR THE

ONLY AND REPRESENT THE APPROXIMATE MINIMUM QUANTITY REQUIRED

EXCAVATION, DRAINAGE AND MINOR STRUCTURES ARE INFORMATIONAL

ESTIMATED QUANTITIES FOR REQUIRED STRUCTURAL EARTH 26.

AREAS.

SUITABLE EXCAVATION, DITCH AND INSLOPE OR EQUIPMENT RENTAL

AREAS REQUIRING FILL ON THE PROJECT WILL COME FROM 25.

LOCATIONS.

REPRESENTATIVE OF THE SUBSURFACE CONDITIONS BETWEEN BORING

COLLECTED AT DISCRETE LOCATIONS. DATA PROVIDED MAY NOT BE

ANY) PRESENT FACTUAL AND INTERPRETIVE SUBSURFACE INFORMATION

INFORMATION. THE BORING LOGS PROVIDED IN THE BID DOCUMENTS (IF

INTERPRETATIONS OR CONCLUSION DRAWN FROM THE GEOTECHNICAL

THE CONSTRUCTION SITE. MAINEDOT WILL NOT BE RESPONSIBLE FOR ANY

REPRESENTATIVE OF THE ACTUAL SUBSURFACE CONDITIONS THROUGHOUT

GIVEN THAT THE INFORMATION OR INTERPRETATIONS WILL BE

BID DOCUMENTS IS FOR THE USE OF THE BIDDERS. NO ASSURANCE IS

GEOTECHNICAL INFORMATION FURNISHED OR REFERRED TO IN THE 24.

WEBSITE HTTP://WWW.MAINE.GOV/MDOT/CONTRACTORS/.

REPORT 2019-47C, APRIL 20, 2020 CAN BE ACCESSED AT THE MAINEDOT

EVALUATION REPORT CULVERT REPLACEMENT AT BRANDY BROOK", SOILS

THE PROJECT GEOTECHNICAL REPORT TITLED "GEOTECHNICAL 23.

EXPENSE.

REQUIRED TO MAKE REPAIRS SHALL BE AT THE CONTRACTOR’S

SATISFACTION OF THE RESIDENT. ALL WORK, EQUIPMENT, AND MATERIALS

EQUIPMENT, PERSONNEL, OR OPERATION SHALL BE REPAIRED TO THE

ANY DAMAGE TO THE SLOPES CAUSED BY THE CONTRACTOR’S 22.

AREAS UNLESS OTHERWISE NOTED OR DIRECTED.

LOAM SHALL BE PLACED TO A NOMINAL DEPTH OF 2 INCHES IN ALL 21.

659.10

656.75

652.41

652.38

652.36

652.35

652.34

652.33

652.312

639.19

631.172

631.12

629.05

627.78

627.733

621.554

621.553

621.552

621.547

621.546

621.541

621.54

621.121

621.12

621.110

621.101

621.038

621.037

621.026

621.021

620.58

620.54

619.12

618.143

618.14

615.086

615.07

610.213

610.212

610.08

606.353

606.265

606.2591

606.1305

606.1304

606.1303

606.1301

603.199

603.16

534.7101

511.07

511.07

508.13

502.565

409.15

403.2131

403.211

403.209

403.2081

403.207

304.10

203.55

203.33

203.25

203.20

202.203

202.202

201.24

201.23

201.11

MOBILIZATION

TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL

PORTABLE CHANGEABLE MESSAGE SIGN

FLAGGER

MAINTENANCE OF TRAFFIC CONTROL DEVICES

CONSTRUCTION SIGN

CONE

DRUM

BARRICADE TYPE III

FIELD OFFICE TYPE B

TRUCK - LARGE (INCLUDING OPERATOR)

ALL PURPOSE EXCAVATOR (INCLUDING OPERATOR)

HAND LABOR - STRAIGHT TIME

TEMPORARY 4 INCH PAINTED PAVEMENT MARKING LINE WHITE OR YELLOW

4 INCH WHITE OR YELLOW PAINTED PAVEMENT MARKING LINE

DECIDUOUS SHRUBS 3’-4’ GROUP C

DECIDUOUS SHRUBS 3’-4’ GROUP B

DECIDUOUS SHRUBS 3’-4’ GROUP A

DECIDUOUS SHRUBS 2’-3’ GROUP B

DECIDUOUS SHRUBS 2’-3’ GROUP A

DECIDUOUS SHRUBS 18"-24" GROUP B

DECIDUOUS SHRUBS 18"-24" GROUP A

SMALL DECIDUOUS TREE 5’-6’ GROUP B

SMALL DECIDUOUS TREE 5’-6’ GROUP A

SMALL DECIDUOUS TREE 3’-4’ GROUP A

PLUGS/LINER PLANTS 2 1/4" TYP. CONT.

EVERGREEN TREES 5’-6’ GROUP B B&B

EVERGREEN TREES 5’-6’ GROUP A B&B

EVERGREEN TREES 3’-4’ GROUP B B&B

EVERGREEN TREES 2’-3’ GROUP C

EROSION CONTROL GEOTEXTILE

STABILIZATION /REINFORCEMENT GEOTEXTILE

MULCH

SPECIAL SEED MIX: BRANDY BROOK STREAM BUFFER MIX

SEEDING METHOD NUMBER 2

COMPOST BLANKET

LOAM

VOID FILLED RIPRAP

STREAMBED ROCK FEATURES

PLAIN RIPRAP

REFLECTORIZED FLEXIBLE GUARDRAIL MARKER

TERMINAL END - SINGLE RAIL - GALVANIZED STEEL

ANCHORAGE ASSEMBLY FOR DRIVEWAY RADIUS

31" W-BEAM GUARDRAIL - MID-WAY SPLICE FLARED TERMINAL (31" HEIGHT)

31" W-BEAM GUARDRAIL - MID-WAY SPLICE (STEEL POST, 8" OFFSET BLOCKS, OVER 15’ RADIUS)

31" W-BEAM GUARDRAIL - MID-WAY SPLICE (STEEL POST, 8" OFFSET BLOCKS, 15’ RADIUS AND LESS)

31" W-BEAM GUARDRAIL - MID-WAY SPLICE (STEEL POST, 8" OFFSET BLOCKS, SINGLE FACED)

24" CULVERT PIPE OPTION III

15" CULVERT PIPE OPTION I

PRECAST CONCRETE BOX CULVERT - STATE SUPPLIED

COFFERDAM: DOWNSTREAM

COFFERDAM: UPSTREAM

SHEET WATERPROOFING MEMBRANE

CONCRETE FILL

BITUMINOUS TACK COAT - APPLIED

12.5 MM POLYMER MODIFIED HOT MIX ASPHALT BASE

HOT MIX ASPHALT (SHIM)

HOT MIX ASPHALT 9.5 MM (INCIDENTALS)

12.5 MM POLYMER MODIFIED HOT MIX ASPHALT

HOT MIX ASPHALT 19.0 MM HMA

AGGREGATE SUBBASE COURSE - GRAVEL

CULVERT BEDDING STONE

SPECIAL FILL

GRANULAR BORROW

COMMON EXCAVATION

PAVEMENT BUTT JOINTS

REMOVING PAVEMENT SURFACE

REMOVING STUMP

REMOVING SINGLE TREE TOP ONLY

CLEARING

1

1

4

250

100

99

50

50

4

1

30

30

50

3200

3200

36

60

48

60

36

24

84

36

96

24

330

3

3

6

12

990

890

50

10

50

260

310

190

130

140

8

1

1

2

88

13

870

104

46

1

1

1

1

120

380

220

280

56

770

390

2000

240

490

290

12100

400

110

7

7

2

LS

LS

EA

HR

CD

SF

EA

EA

EA

EA

HR

HR

HR

LF

LF

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

SY

SY

UN

UN

UN

CY

CY

CY

CY

CY

EA

EA

EA

EA

LF

LF

LF

LF

LF

LS

LS

LS

LS

CY

G

T

T

T

T

T

CY

CY

CY

CY

CY

SY

SY

EA

EA

AC

24

ITEM 201.24 - REMOVING STUMP

ITEM 201.23 - REMOVING SINGLE TREE TOP ONLY

MID-WAY SPLICE FLARED TERMINAL (31" HEIGHT)

ITEM 606.1305 - 31" W-BEAM GUARDRAIL -

BLOCKS, OVER 15’ RADIUS)

MID-WAY SPLICE (STEEL POST, 8" OFFSET


12.5 LF12+09.80 TO 12+20.00 RT

QUANTITYSTATION TO STATION

BLOCKS, 15’ RADIUS AND LESS)

MID-WAY SPLICE - (STEEL POST, 8" OFFSET


BLOCKS, SINGLE FACED)

MID-WAY SPLICE (STEEL POST, 8" OFFSET


GALVANIZED STEEL

ITEM 606.265 - TERMINAL END - SINGLE RAIL -

17+07 TO 18+00 RT

12+12 TO 16+80 RT

11+48 TO 11+67 RT

11+25 TO 15+79 LT

STATION TO STATION

1 EA.12+05.00 RT

QUANTITYSTATION

DRIVEWAY RADIUS

ITEM 606.2591 - ANCHORAGE ASSEMBLY FOR

ITEM 201.11 - CLEARING

21" PINE76.25 LT15+50.59

18" OAK26.63 RT14+84.53

15" OAK34.04 RT13+89.99

12" OAK30.46 RT13+64.55

18" OAK32.64 RT13+64.13

15" OAK32.75 RT13+50.03

15" OAK26.64 RT13+02.65

DESCRIPTIONOFFSETSTATION

1 EA.15+79.00 LT

QUANTITYSTATION

1 EA.11+59.75 LT

QUANTITYSTATION

87.50 LF15+24.00 TO 15+79.00 LT


430.00 LF12+20.00 TO 16+50.00 RT

325.00 LF11+98.28 TO 15+24.00 LT


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DRIVES AND ENTRANCES

PAVED - COMMERCIAL15+92 LT

GRAVEL - RESIDENTIAL11+92 RT

DESCRIPTIONLOCATION GUARDRAIL MARKER

ITEM 606.353 - REFLECTORIZED FLEXIBLE

K.

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ITEM 610.08 - PLAIN RIPRAP

1882100

18821.0

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2 EA.15+78.99 LT

2 EA.12+05.00 RT

2 EA.11+48.50 LT

QUANTITYSTATION

5/2

02

0

5/2

02

0

79.20 CYLEVEL LIP SPREADER13+90 TO 14+95 LT

19.43 CYCULVERT INLET16+28 RT

20.24 CYCULVERT OUTLET15+22 LT

8.19 CYSLOPE PROTECTION15+02 TO 15+35 LT

7.95 CYRIPRAP DOWNSPOUT14+82 TO 15+20 LT

3.24 CYSLOPE PROTECTION12+30 TO 12+47 LT

QUANTITYDESCRIPTIONSTATION TO STATION

24

N.T.S.

PRECAST CONCRETE TOE WALL DETAIL

BOX CULVERT TOE WALL

| PRECAST CONCRETE

QUALIFIED PRODUCTS LIST

ANCHORING FROM MAINEDOT

2�"Ì PVC SLEEVE W/ CEMENTITIOUS

2’-0" 2

" MIN

1’-6

"

1’-0"

#8 BAR AT 12" O.C. SPACING

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PRECAST CONCRETE BOX NOTES:

23

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MATERIAL.

SUBGRADE WITH MATERIAL CONSISTENT WITH THE SURROUNDING

10. EXCAVATED BACKFILL MATERIAL WILL BE PLACED TO

ROCK FEATURES IN ACCORDANCE WITH SPECIAL PROVISION 610.

ACCORDANCE WITH SPECIAL PROVISION 203 AND STREAMBED

9. THE CULVERT SHALL BE LINED WITH SPECIAL FILL IN

2 FT OF SPECIAL FILL.

SPECIAL FILL WATERED-IN AND TAMPED PRIOR TO COVERING WITH

8. VOIDS IN THE RIPRAP APRONS SHALL BE IN FILLED WITH

CONCRETE BOX CULVERT - STATE SUPPLIED.

7. ALL REBAR IS INCIDENTAL TO ITEM 534.7101, PRECAST

FOR LOCATIONS.

ENDS AT BOTH THE INLET AND OUTLET. SEE PLAN AND PROFILE

6. RIPRAP WILL BE USED TO INSLOPE AROUND THE CULVERT

BOX CULVERT IN THE DRY.

TO ALLOW FOR THE CONSTRUCTION OF THE PRECAST CONCRETE

AND UPSTREAM ENDS OF THE PRECAST CONCRETE BOX CULVERT

5. COFFERDAMS ARE TO BE PLACED AT BOTH THE DOWNSTREAM

UNDERDRAIN BACKFILL MATERIAL TYPE C.

SPECIAL PROVISION 203 - CULVERT BEDDING STONE AND 703.22 -

4. BEDDING MATERIAL SHALL MEET THE REQUIREMENTS OF

UNDER THE APPROPRIATE CONTRACT ITEMS.

LAYER OF GEOGRID AT THE CENTER. PAYMENT WILL BE MADE

WRAPPED, UNDERDRAIN BACKFILL MATERIAL, TYPE C WITH A

3. THE PIPE SHALL BE BEDDED ON A 2’ THICK GEOTEXTILE

STRUCTURE.

WITHIN THE LIMITS OF THE BACKFILL OVER THE TOP OF THE

AND TO 12" DOWN THE EXTERIOR SIDES OF THE PRECAST UNITS

2. INSTALL SHEET MEMBRANE WATERPROOFING OVER THE TOP

THE TOP OF THE UNITS.

CONSTRUCTION LOADINGS WITH MINIMUM FILL COVER OF 18" OVER

1. THE PRECAST UNITS SHALL BE DESIGNED TO CARRY

CL

PLAN VIEW

TYPICAL SECTION

É CONSTRUCTION ROUTE 25

| PRECAST CONCRETE BOX CULVERT

176.00’

11 S

PA

CE

D

@ 1.00’

2�

" P

VC S

LE

EV

E

12.0

0’

RIPRAP APRONS (TYP.)

SPECIAL FILL OVER

STREAM REALIGNMENT

SEE PLAN FOR LIMITS OF

STREAM REALIGNMENT

SEE PLAN FOR LIMITS OF

É CONSTRUCTION ROUTE 25

GRANULAR BORROW

PRECAST CONCRETE BOX CULVERT

PROPOSED 12’ SPAN, 8’ RISE, 176’ LENGTH

TOP OF SPECIAL FILL ELEV. 130.44’

INVERT ELEV. 128.44’

TOP OF SPECIAL FILL ELEV. 132.64’


SHOULDER AUXILARY LANE TRAVELWAY TRAVELWAY SHOULDER

2.00’

2.00’

PROFILE GRADE

COURSE - GRAVEL

AGGEGATE SUBBASE

MATERIAL (TYP.)

BACKFILL WITH EXCAVATED

WITH OSHA REQUIREMENTS.

EXCAVATION IN ACCORDANCE

CONTACTOR’S METHOD OF

6.00’6.00’

8.00’

1.50’

BOX CULVERT

PRECAST CONCRETE

10.00’ 10.00’

MEMBRANE

WATERPROOFING

FLOW -1.25%

~

1.00’

APRON

RIPRAP

APRON

RIPRAP

PRECAST CONCRETE TOE WALL (TYP.)

2.00’ CULVERT BEDDING STONE

REINFORCEMENT GEOGRID

STABILIZATION GEOTEXTILE

N.T.S.

COURSE - GRAVEL

AGGREGATE SUBBASE

10.00’10.00’

N.T.S.

(ALONG CENTERLINE OF PRECAST CONCRETE BOX CUVLVERT)

GRADE

PROFILE

1.00’

2’ CULVERT BEDDING STONE

2.00’

SPECIAL FILL

2.00’

COMMON BORROW

COMMON BORROW

BORROW

LIMITS OF GRANULAR

(TYP.)

W/2�" PVC SLEEVES

TOE WALL DOWELS

SKEW

37°0’0"

FLOW

STA. 15+81.00

77.98’98.02’

21.00’20.00’20.00’20.00’20.00’20.00’20.00’20.00’15.00’

COBBLE BAR (TYP.)SPECIAL FILL ~

SKEW

60°0’0"

COBBLE BAR (TYP.)

ROCK BAND (TYP.)

STREAM CHANNEL TIER ROCK

18"-24" Ì FRONT

TIER ROCK

15"-21" Ì BACK

RIPRAP BANKLINE

VOID FILLED

N.T.S.

(BETWEEN FEATURES)

TYPICAL SECTION

8.00’

SPECIAL FILL

RIPRAP BANKLINE

VOID FILLED

N.T.S.

(AT COBBLE BAR)

BEDDING STONE

2’ CULVERT

1.00’

1.00’

COBBLE BAR

6.00’6.00’

2.00’

8.00’

TYPICAL SECTION

8.00’

BEDDING STONE

2’ CULVERT

0.50’

6.00’6.00’

N.T.S.

(AT STREAM CHANNEL ROCK BAND)

TIER ROCK

18"-24" Ì FRONT

15"-21" Ì BACK TIER ROCK

SEE NOTE 2

WATER PROOFING (TYP.)

LIMIT OF MEMBRANE

ROCK BAND (TYP.)

STREAM CHANNEL

É PRECAST CONCRETE BOX CULVERT

LONGITUDINAL SECTION

2.00’

2.00’

GRANULAR BARROW

6"

24

IPF

IPF

W/ REFLECTOR

18IN OAK

WALL

OVERHEAD ELECTRIC

FE:ZZ12IN OAK

#64

OVERHEAD GUY WIREFE:ZZ SH:-999

15IN OAKBA 45-1

CIR #538: 4IN AG

FE:ZZ

SH:-999

CMP 44.01

15IN CMP

CMP 45

12IN OAK

REBAR 5/8": FLUSH

48IN CMP

14IN OAK

W/ REFLECTOR

CL OF SWALE

108" X 72" CONCRETE BOX

FE:ZZSH:-999

15IN OAK

BARN

15IN OAK

12IN CMP: DAMAGED

BOX CULV

18IN OAK

CMP 44 W/ METER

FL SWALE

FLOW LINE

15IN OAK

@ FLOW LINE

RTE. 25

12" CPP

15" CONC

CMP 43

SLOWER TRAFFIC KEEP RT

WET AREA

STONE

SIGN LIGHT

SIGN LIGHT

MEDIUM MIXED WOODS

BARK MULCH SLOPE

STEEP SLOPE W/BARK MULCH

TOP OF EMBANKMENT

TOP BARK MULCH

LOW AREA

PAVED

GRONDIN PIT ENTRANCE

STOP

GRONDIN QUARRY

BRANDY BROOK QUARRY

18 IN. CONCRETE

24 IN. CONCRETE

24 IN. CONC.

RIP RAP LINED

18 IN. CMP

RIP RAP LINED

EXTREMELY STEEP SLOPE

MEDIUM MIXED TREES

FIELD

SINGLE BEAM G.R.

12 FT. RUSSIAN OLIVE

21 IN. PINE

OVAL CONC CULVERT 78"X108"

4" STEEL PIPE


8 FT WIDE STREAM

RUN OFF STORAGE BASIN RIPRAP LINED

GRANITE CONC.STONE SIGN

W/ REFLECTOR

CENTER: POOR CONDITION

W/ REFLECTOR

48IN CMP


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POE = STA. 406+55.00

PI = STA. 406+35.71

PI = STA.

405

+99.50P

I = STA. 405+88.58

PI =

ST

A. 4

05

+69.2

9

PI =

ST

A. 4

05+

44.7

7

PI =

ST

A. 4

05+

14.4

5

PI =

ST

A. 4

04

+94.7

5

PT = STA. 402+84.23

PC

=

ST

A. 4

02

+71.1

4

PT

=

ST

A.

401

+42.7

4

PC

=

ST

A. 401

+29.65

PT

=

ST

A. 401

+17.82

PC

=

ST

A. 4

01

+04.7

3P

T

=

ST

A. 4

00

+95.9

7

PC

=

ST

A. 400

+81.84

PI =

ST

A. 400

+41.83

PI =

ST

A. 400

+31.83

PO

B

=

ST

A. 4

00

+00.0

0

E = 2.60’

T = 7.67’

L = 13.09’

R = 10.00’

PI = 402+78.81

CURVE DATA #6

E = 0.43’

T = 6.58’

L = 13.09’

R = 50.00’

PI = 401+11.31

CURVE DATA #2

E = 0.50’

T = 7.11’

L = 14.13’

R = 50.00’

PI = 400+88.95

CURVE DATA #1

403+

00

404+

00

405+00

406+

00

406+55

E = 0.43’

T = 6.58’

L = 13.09’

R = 50.00’

PI = 401+36.23

CURVE DATA #3

400+00

401+

00 402+00

PC

=

ST

A.

401

+53.5

6

PT

=

ST

A. 401

+67.02

PC

=

ST

A. 402

+29.43

PT =

ST

A. 4

02

+45.2

6

E = 0.46’

T = 6.77’

L = 13.46’

R = 50.00’

PI = 401+60.33

CURVE DATA #4

E = 0.63’

T = 7.98’

L = 15.82’

R = 50.00’

PI = 402+37.41

CURVE DATA #5

ALONG BANKLINE

CHANNEL ROCK

STREAM

STREAM

REALIGNED

SPECIAL FILL

COBBLE BAR (TYP.)

STREAM

REALIGNED

SPECIAL FILL

(TYP.)

ROCK BAND

PROVISIONS

SPECIAL

RIPRAP PER

VOID FILLED

11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

120

125

130

135

140

145

150

155155

120

125

130

135

140

145

150

155155

400+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00

400+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00

PVI =

ST

A. 400+0

0.0

0

ELE

V. =

126.9

0

PVI =

ST

A. 405+14.4

6

ELE

V. =

133.3

3

PVI =

ST

A. 405+8

0.7

9

ELE

V. =

135.14

PVI =

ST

A. 406+4

0.7

9

ELE

V. =

137.4

2

G = 1.25%

G = 3.80

%

EL. 12

6.9

0

EL. 12

7.2

1

EL. 12

7.5

2

EL. 12

7.8

4

EL. 12

8.15

EL. 12

8.4

6

EL. 12

8.7

7

EL. 12

9.0

9

EL. 12

9.4

0

EL. 12

9.7

1

EL. 13

0.0

2

EL. 13

0.3

4

EL. 13

0.6

5

EL. 13

0.9

6

EL. 13

1.27

EL. 13

1.59

EL. 13

1.90

EL. 13

2.2

1

EL. 13

2.5

2

EL. 13

2.8

4

EL. 13

3.15

EL. 13

5.8

7

EL. 13

6.8

2

STREAM PROFILE

EXISTING GROUND

PRECAST CONCRET BOX CULVERT

12’ SPAN x 8’ RISE, 176’ LENGTH

RIPRAP OUTLET

STA. 402+34.52

EL. 138.3

3

EL. 150.9

4

EL. 134.4

7

EL. 135.0

0

EL. 133.7

2

EL. 133.5

8

EL. 134.9

3

EL. 131.4

2

EL. 133.9

5

EL. 141.5

3

EL. 150.0

7

EL. 149.9

5

EL. 148.8

7

EL. 147.8

6

EL. 150.2

1

EL. 150.1

6

EL. 148.4

6

EL. 149.1

1

EL. 148.6

3

EL. 147.9

6

EL. 147.0

8

EL. 146.4

3

EL. 142.8

4

EL. 142.0

8

EL. 137.0

9

EL. 129.6

0

EL. 126.7

9

CULVERT (REMOVE)

OVAL CONCRETE

EXISTING 78" x 108"

PROFILE GRADE

PROPOSED STREAM

PROFILE GRADE

PROPOSED STREAM

Scale of Feet

PLAN/PROFILE

25 0 25 50HORIZ.

0VERT. 5 5 10

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THE CULVERT AND CONSTRUCTION OF THE STREAM IN THE DRY.

UPSTREAM ENDS OF EXISTING CULVERT TO ALLOW FOR THE REMOVAL OF

1. COFFERDAMS ARE TO BE PLACED AT BOTH THE DOWNSTREAM AND

NOTES:

É STREAM

GROUND

EXISTING

GRADE

PROFILE

STREAM REALIGNMENT

SEED (TYP.)

2" LOAM &

CONTROL POINTS FOR STREAMBED ALIGNMENT(REMOVE)

CONCRETE CULVERT

78" x 108" OVAL

2:1

2:1

GROUND

EXISTING

É STREAM

SEED (TYP.)

2" LOAM &

2:1 O

R FLA

TTER

POINT

POB 400+00.00

PI 400+31.83

PI 400+41.83

PC 400+81.84

PI 400+88.95

PT 400+95.97

PC 401+04.73

PI 401+11.31

PT 401+17.82

PC 401+229.65

PI 401+36.23

PT 401+42.74

PC 401+53.56

PI 401+60.33

PT 401+67.02

PC 402+29.43

PI 402+37.41

PT 402+45+26

PC 402+71.14

PI 402+78.82

PT 402+84.23

PI 404+94.75

PI 405+14.45

PI 405+44.77

PI 405+69.29

PI 405+88.58

PI 405+99.50

PI 406+35.71

POE 406+55.00

É STATION

12+43.65

12+75.00

12+85.00

13+24.98

-

13+38.83

13+47.14

-

13+59.96

13+71.77

-

13+84.79

13+95.39

-

14+08.78

14+71.05

-

14+86.41

15+10.41

-

15+22.14

16+48.83

16+67.71

16+94.39

17+16.17

17+35.23

17+42.28

17+60.63

17+74.57

É OFFSET

52.49’ LT

58.01’ LT

57.86’ LT

59.44’ LT

-

61.96’ LT

64.74’ LT

-

67.21’ LT

67.92’ LT

-

67.00’ LT

64.83’ LT

-

63.93’ LT

68.14’ LT

-

71.67’ LT

81.37’ LT

-

78.11’ LT

90.02’ RT

95.67’ RT

81.29’ RT

92.54’ RT

89.54’ RT

97.87’ RT

129.09’ RT

143.54’ RT

X-COORD

958369.701

958398.050

958405.943

958438.810

958444.651

958451.390

958459.691

958465.931

958471.414

958481.273

958486.757

958491.111

958498.265

958502.744

958508.413

958560.662

958567.341

958575.047

958600.046

958607.456

958907.452

958607.343

958619.005

958648.974

958659.581

958676.603

958677.214

958973.057

958675.488

Y-COORD

309534.427

309519.954

309513.812

309490.990

309486.935

309484.669

309481.877

309479.779

309476.137

309469.590

309465.949

309461.012

309452.901

309447.823

309444.119

309409.977

309405.613

309403.544

309396.831

309394.841

309387.168

309176.643

309160.766

309156.179

309134.079

309124.998

309114.099

309078.125

309058.191

2:1 OR FLATTER (STA. 404+60.02 TO 405+11.24)

2.5:1 (STA. 400+07.41 TO 402+84.02)

STA. 405+80.79 TO 406+40.79

TRANSVERSE SETCTION

EXISTING CULVERT REMOVAL

GROUND

EXISTING

(REMOVE)

CONCRETE CULVERT

78" x 108" OVAL

STREAMBED

PROPOSED

SPECIAL FILL

3.8% GRADE

FLOW

TYPICAL SECTION

EXISTING CULVERT REMOVAL

STA. 405+80.79 TO 406+40.79

(BETWEEN ROCK BANDS)

SPECIAL FILL

STA. 400+07.41 TO 402+84.02

STA. 404+60.02 TO 405+11.24

(BETWEEN FEATURES)

1:1

1.50’

4.00’7.50’(7.50’-8.00’)

VARIES

4.00’

É STREAM

GROUND

EXISTING

STREAM REALIGNMENT

SEED (TYP.)

2" LOAM &

2:1 O

R FLA

TTER

2:1 OR FLATTER (STA. 404+60.02 TO 405+11.24)

2.5:1 (STA. 400+07.41 TO 402+84.02)

SPECIAL FILL

1:1

1.50’

4.00’7.50’(7.50’-8.00’)

VARIES

4.00’

GRADE

PROFILE 2.00’

É STREAM

STREAM REALIGNMENT

SEED (TYP.)

2" LOAM &

SPECIAL FILL

4.00’7.50’(7.50’-8.00’)

VARIES

4.00’

GRADE

PROFILE

1:1

15"-21" Ì BACK TIER ROCK

TIER ROCK

18"-24" Ì FRONT

1.50’

GROUND

EXISTING

2:1 OR FLATTER (STA. 404+60.02 TO 405+11.24)

2.5:1 (STA. 400+07.41 TO 402+84.02)2:1 O

R FLA

TTER

SPACED AT 25’

COBBLE BAR

STA. 400+07.41 TO 402+84.02

STA. 404+60.02 TO 405+11.24

(AT COBBLE BARS SPACED 25’ APART)

STA. 400+07.41 TO 402+84.02

STA. 404+60.02 TO 405+11.24

(AT ROCK BANDS SPACED 100’ APART)

GRADE

PROFILE

1:1

1.50’

SPECIAL FILL

1.50’

1.50’

4.00’7.50’7.50’4.00’

12.00’12.00’12.00’12.00’12.00’

(TYP.)

ROCK BAND

CHANNEL

STREAM

SPECIAL PROVISIONS

VOID FILLED RIPRAP PER

SPECIAL PROVISIONS

VOID FILLED RIPRAP PER

PROVISIONS

SPECIAL

RIPRAP PER

VOID FILLED

PROVISIONS

SPECIAL

RIPRAP PER

VOID FILLED

24

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AY

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009_

Special Details_

Level Lip S

preader.d

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Userna

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Date:5/2

0/2

02

0

DE

SIG

N-

DE

TAIL

ED

BY

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OJ.

MA

NA

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R

SHEET NUMBER

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LD

CH

AN

GE

S

RE

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1

RE

VISIO

NS

2

RE

VISIO

NS

3

RE

VISIO

NS

4

CH

EC

KE

D-

RE

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D

OF

DE

SIG

N2-

DE

TAIL

ED

2

DE

SIG

N3-

DE

TAIL

ED

3

DA

TE

SIG

NA

TU

RE

P.E.

NU

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ER

DA

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GO

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AM -

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AN

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BR

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UT

E

25

WIN

HIG

HW

AY P

LA

NS

ST

AT

E O

F M

AIN

E

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

TIO

NT.

WO

LF

EL

T.

WO

LF

EL

M.

ST

EE

LE

L.

HA

MIL

TO

N

9

Scale of Feet

10 0 10 20

LAYOUT SCALE

NOTES:

EXISTING.

AND MATERIALS MAY BE ALTERED BY THE RESIDENT TO MATCH

THE ACTUAL RELOCATED LEVEL LIP SPREADER DINMENSIONS, SLOPE,

EXISTING LEVEL LIP SPREADER DIMENSIONS, SLOPE, AND MATERIALS.

3. THE RELOCATED LEVEL LIP SPREADER IS TO MATCH THE

LIP SPREADER IS OPERATIONAL AT ALL TIMES.

ACCORDINGLY SO THAT EITHER THE EXISTING OR RELOCATED LEVEL

2. THE CONTRACTOR SHALL PLAN AND CONDUCT THEIR WORK

BE PAID FOR UNDER THE APPROPRIATE CONTRACT ITEMS.

1. REMOVAL AND RELOCATION OF THE LEVEL LIP SPREADER SHALL

K.

WO

OD

CONTROL POINTS FOR LEVEL LIP SPREADER

B

A

POINT

14+93.65

13+92.23

É STATION

179.20’ LT

152.02’ LT

É OFFSET

958645.5880

958548.2540

X-COORD

309485.0255

309524.4095

Y-COORD

23

18821.0

0

1882100

5/2

02

0

5/2

02

0

N.T.S.

PLANTING BUFFER

STREAM REALIGNMENT

NOTES:

SLOPE GRADE AND PLACE 18" OF COMPOST LOAM & SEED.

1. TO CONSTRUCT PLANTING BUFFER EXCAVATE 1’ BELOW PROPOSED

P

LA

NTIN

G

BU

FF

ER

LE

VE

L

LIP

SP

RE

AD

ER

&

SP

ECIA

L

DE

TAIL

S -

105.00’

17.00’

22.00’

9.00’

16.00’

17.50’

72.50’

15.00’

11.00’

2% SLOP

E

EXISTING.

SLOPE TO MATCH

DIMENSIONS AND

SPREADER

SPREADER. LEVEL LIP

RELOCATED LEVEL LIP |

|

CONTROL POINT A

POINT B

CONTROL

2:1 2:1

GROUND

EXISTING

1.50’

2.00’

RIPRAP

PLAIN

N.T.S.

LEVEL LIP SPREADER TYPICAL SECTION

VARIES (11.00’-22.00’)

É STREAM

SPECIAL FILL

1:1

PROVISIONS

SPECIAL

RIPRAP PER

VOID FILLED

GROUND

EXISTING

12.00’ 12.00’

& SEED

18" COMPOST LOAM

PLANTING BUFFER

LOAM & SEED

18" COMPOST

PROPOSED

SLOPE GRADES

4.00’ 4.00’

PLANTING BUFFER

SLOPE GRADES

PROPOSED

2" LOAM &

SEED

2" LOAM &

SEED

PLAN

24

15866

4/30/2020

24

OLD ROAD PRIOR TO 1932

EXISTING 25’ EASEMENT

IPF

IPF

W/ REFLECTOR

18IN OAK

WALL

OVERHEAD ELECTRIC

FE:ZZ12IN OAK

#64

OVERHEAD GUY WIREFE:ZZ SH:-999

15IN OAKBA 45-1

#70

CIR #538: 4IN AG

FE:ZZ

SH:-999

CMP 44.01

15IN CMP

CMP 45

12IN OAK

REBAR 5/8": FLUSH

48IN CMP

14IN OAK

W/ REFLECTOR

CL OF SWALE

108" X 72" CONCRETE BOX

FE:ZZSH:-999

15IN OAK

BARN

15IN OAK

12IN CMP: DAMAGED

BOX CULV

18IN OAK

CMP 44 W/ METER

FL SWALE

FLOW LINE

15IN OAK

@ FLOW LINE

RTE. 25

12" CPP

15" CONC

CMP 43

SLOWER TRAFFIC KEEP RT

WET AREA

STONE

SIGN LIGHT

SIGN LIGHT

MEDIUM MIXED WOODS

BARK MULCH SLOPE

TOP OF EMBANKMENT

LOW AREA

PAVED

GRONDIN PIT ENTRANCE

STOP

GRONDIN QUARRY

BRANDY BROOK QUARRY

18 IN. CONCRETE

DRILLED WELL

24 IN. CONCRETE

24 IN. CONC.

RIP RAP LINED

18 IN. CMP

RIP RAP LINED

EXTREMELY STEEP SLOPE

MEDIUM MIXED TREES

FIELD

SINGLE BEAM G.R.

12 FT. RUSSIAN OLIVE

21 IN. PINE


4" STEEL PIPE


8 FT WIDE STREAM

RUN OFF STORAGE BASIN RIPRAP LINED

GRANITE CONC.STONE SIGN

W/ REFLECTOR


W/ REFLECTOR

48IN CMP


WIN 18821.00

BEGIN PROJECT

END TRANSITION

STA. 11+75.00

CONCRETE BOX CULVERT

176’ LENGTH PRECAST

| 12’ SPAN x 8’ RISE,

STA. 15+81.00

125

130

135

140

145

150

155

160

125

130

135

140

145

150

155

160

11+00 12+00 13+00 14+00 15+00 16+00 17+00

11+00 12+00 13+00 14+00 15+00 16+00 17+00

PROFILE

PVI = S

TA. 11

+10.0

0

ELE

V.

= 14

3.9

4

LOW POINT = STA. 11+99.72

ELEV. = 143.66

PVI = S

TA. 12

+05.0

0

ELE

V.

= 14

3.5

6

PV

T

= S

TA. 12

+52.5

0

ELE

V.

= 14

3.8

0

PV

C

= S

TA. 13

+20.0

0

ELE

V.

= 14

4.13

PVI = S

TA. 15

+00.0

0

ELE

V.

= 14

5.0

3

V.C.L. = 95’

E = -0.101’

V.C.L. = 95’

E = 0.107’

V.C.L. = 360’

E = 2.295’

EL. 14

3.7

8

EL. 14

3.6

9

EL. 14

3.6

6

EL. 14

3.6

9

EL. 14

3.7

8

EL. 14

3.9

1

EL. 14

4.0

3

EL. 14

4.16

EL. 14

4.3

5

EL. 14

4.6

2

EL. 14

4.9

9

EL. 14

5.4

4

EL. 14

5.9

8

EL. 14

6.6

1

EL. 14

7.3

3

EL. 14

8.13

EL. 14

9.0

3

EL. 15

0.0

1

EL. 15

1.09

EL. 15

2.2

5

EL. 15

3.5

0

EL. 143.8

0

EL. 143.8

3

EL. 143.7

8

EL. 143.7

3

EL. 143.6

5

EL. 143.7

4

EL. 143.8

7

EL. 143.9

8

EL. 144.0

8

EL. 144.1

5

EL. 144.2

8

EL. 144.6

1

EL. 144.9

8

EL. 145.3

9

EL. 145.9

6

EL. 146.5

7

EL. 147.3

1

EL. 148.1

2

EL. 149.0

8

EL. 150.0

1

EL. 151.0

2

EL. 152.1

3

EL. 153.5

0

EL. 154.8

6

EL. 156.1

8

HLSD = 332’

HLSD = 461’

G = -0.40% G = -0.40% G = +0.50%G = +0.45%G = +0.50% G = +0.50%

G = +5.60

%

GROUND

EXISTING

PV

CC

= S

TA. 11

+57.5

0

ELE

V.

= 14

3.7

5

SSD = 1317’

CULVERT WITH CONCRETE FILL)

(PLUG & FILL EXISTING

108" x 72" CONCRETE BOX

PROPOSED PROFILE GRADE

PV

T

= S

TA. 16

+80.0

0

ELE

V.

= 15

5.11

WIN 18821.00

END PROJECT

BEGIN TRANSITION

STA. 16+25.00

BEGIN TRANSITION

END 3" MILL & FILL

STA. 11+50.00

BEGIN 3" MILL & FILL

END 1�" MILL & FILL

STA. 11+45.00

ROADWAY PAVEMENT

MATCH EXISTING

BEGIN 1�" MILL & FILL

STA. 11+40.00

BEGIN 3" MILL & FILL

END TRANSITION

STA. 16+50.00

BEGIN 1�" MILL & FILL

END 3" MILL & FILL

STA. 16+55.00

TO PAVEMENT JOINT AT STA. 28+50

BEGIN 1�" OVERLAY

END 1�" MILL & FILL

STA. 16+60.00

12.0’

12.0’

12.0’

4.0’

6.0’

6.0’

6.0’

12.0’

12.0’

ROUTE 25

37° SKEW

WIN 18821.00

BEGIN PROJECT

END TRANSITION

STA. 11+75.00

REMOVE

FLARED TERMINAL

- MID-WAY SPLICE

W-BEAM GUARDRAIL

15" X 46’ OPT I

REMOVEREMOVE

REMOVE

12.3’

11.9’

7.0’

6.2’

12.0’

12.0’

12.0’

6.0’

6.0’

12.0’

12.0’

6.0’

SINGLE RAIL

TERMINAL END,

STA. 15+81.00

CONCRETE BOX CULVERT

176’ LENGTH PRECAST

| 12’ SPAN X 8’ RISE,

R = 53’

REMOVE SIGNEXISTING.

SLOPE TO MATCH

DIMENSIONS AND

SPREADER

SPREADER. LEVEL LIP

RELOCATED LEVEL LIP

CULVERT

EXISTING

REMOVE

ALONG BANKLINE

CHANNEL ROCK

STREAM

STREAM

REALIGNED

SPECIAL FILL

COBBLE BAR (TYP.)

ROCK BAND (TYP.)

STREAM

REALIGNED

SPECIAL FILL

R = 15’

FOR DRIVEWAY RADIUS

ANCHORAGE ASSEMBLY

OPT III

24" X 128’

RIPRAP DOWNSPOUT

9.9’

11.4’

12.0’

14.9’

12.0’

12.0’

12.0’

6.0’

3.9’

WIN 18821.00

END PROJECT

BEGIN TRANSITION

STA. 16+25.00

RIPRAP

VOID FILLED

RIPRAP

BEGIN TRANSITION

END MILL & FILL

STA. 11+50.00

BEGIN MILL & FILL

END TRANSITION

STA. 16+50.00

LIMIT OF WORK

WIDENING

BEGIN GUARDRAIL

STA. 11+25.00

ROADWAY PAVEMENT

MATCH EXISTING

BEGIN MILL & FILL

STA. 11+40.00

TO PAVEMENT JOINT AT STA. 28+50

BEGIN OVERLAY

END MILL & FILL

STA. 16+60.00

CULVERT WITH CONCRETE FILL

PLUG & FILL EXISTING

11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

DONNA M. IRVING

DAVID G. IRVING, JR.

Flow

BRANDY BROOK

P.L.

EXIS

TIN

G

EASE. LIM

ITS

& MAINT.

CONST.

SEE D.O.T. FILE NO. 3-470

REAL ESTATE TRUST

CHRISTENSEN FAMILY

STATE HIGHWAY "12" / ROUTE 25 / OSSIPEE TRAIL

COMBINED SCALE FACTOR - 0.9999707

VERTICAL DATUM - NAVD 88

ZONE - MAINE 2000 WEST ZONE

HORIZONTAL DATUM - U.S. STATE PLANE NAD83(1996)

CONTROL INFORMATION

POR NO. 4

C.C.R.D. BOOK 20515 PAGE 324

TAX MAP 42 LOT 3

GRONDIN AGGREGATES, LLC


TAX MAP 37 LOT 1

POR NO. 1


TAX MAP 42 LOT 5

POR NO. 1


TAX MAP 42 LOT 5

POR NO. 2


TAX MAP 37 LOT 2

POR NO. 2


TAX MAP 37 LOT 2

PREVIOUS

P.L.

ERIN E. FANCY

ZACHARY J. FANCY

(SEE TEDOCS NO. 1781512)

REGULAR MEETING ITEM NO. 9182, DATED FEB. 7, 2017 SEE THE REPORT OF THE GORHAM TOWN COUNCIL FOR DISCONTINUANCE WITH NO PUBLIC EASEMENT.THE TOWN HAS APPROVED THE PETITION

SEE D.O.T. FILE NO. 3-325 SHEET 4 OF 14.

PREPARED MAY 2001

PETITION FOR DISCONTINUANCE

258.7

378

N76°1

3’20"

W

49.8200N23°16’8"W

128.9600

N23°16’8"W

(UNRECORDED)

DATED APRIL 13, 2017, PREPARED BY STEPHEN J. MARTIN, PLS

MADE FOR JACOB ALVES, 64 OSSIPEE TRAIL, ROUTE 25, GORHAM

PLAN OF PROPERTY, 64 OSSIPEE TRAIL, ROUTE 25, GORHAM

BY SEBAGO TECHNICS, DATED FEBRUARY 26, 1997

PHILIP H. GRONDIN AND MARGARET B. YOUNG FOR R. J. GRONDIN & SONS

BOUNDARY AND TOPOGRAPHIC SURVEY LAND OWNED BY ROBERT J. GRONDIN, JR.,

SHEET NUMBER

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NS

2

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3

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4

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EC

KE

D-

RE

VIE

WE

D

DE

SIG

N2-

DE

TAIL

ED

2

DE

SIG

N3-

DE

TAIL

ED

3

T.

WO

LF

EL

T.

WO

LF

EL

DA

TE

M.

ST

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L.

HA

MIL

TO

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PL

AN

AN

D

PR

OFIL

E

PLAN

1223

K.

WO

OD

1882100

18821.0

0

5/2

02

0

5/2

02

0

Scale of Feet

PLAN/PROFILE

25 0 25 50HORIZ.

0VERT. 5 5 10

24

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125

130

135

140

145

150

155

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

11+25.00

120

125

130

135

140

145

150

155

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

115

120

125

130

135

140

145

150

155

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

11+50.00

115

120

125

130

135

140

145

150

155

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

115

120

125

130

135

140

145

150

155

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

11+75.00

115

120

125

130

135

140

145

150

155

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

Sta. 11+25.00 to Sta. 11+75.00

CL

CL

CL

24.92 RT.

STA. 11+73.86EXIST. POLE CMP 45

STA. 11+86.70

EXIST. 12IN CMP: DAMAGED

DE

SIG

N-

DE

TAIL

ED

BY

PR

OJ.

MA

NA

GE

R

SHEET NUMBER

FIE

LD

CH

AN

GE

S

RE

VISIO

NS

1

RE

VISIO

NS

2

RE

VISIO

NS

3

RE

VISIO

NS

4

CH

EC

KE

D-

RE

VIE

WE

D

OF

DE

SIG

N2-

DE

TAIL

ED

2

DE

SIG

N3-

DE

TAIL

ED

3

DA

TE

SIG

NA

TU

RE

P.E.

NU

MB

ER

T.

WO

LF

EL

T.

WO

LF

EL

DA

TE

M.

ST

EE

LE

L.

HA

MIL

TO

N

GO

RH

AM -

BR

AN

DY

BR

OO

K

RO

UT

E

25

WIN

HIG

HW

AY P

LA

NS

ST

AT

E O

F M

AIN

E

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

TIO

N

CR

OS

S

SE

CTIO

NS

143.78

-2.2% -1.2% -3.7%

143.69

-4.0% -2.0% -2.0% -4.0%

2:1 4:1

LIMIT OF WORK

BEGIN GUARDRAIL WIDENING

STA. 11+25.00

WIN 18821.00

BEGIN PROJECT

END TRANSITION

STA. 11+75.00

STA. 11+92.00

SEE DRIVE SECTION

1323

ELEV. 139.03

37.2’ LT

44.6’ 18.1’

G = 0.0 C.Y.

F = 0.0 C.Y.

C = 36.6 C.Y.

G = 0.0 C.Y.

F = 0.0 C.Y.

C = 86.1 C.Y.

28.6’

-23.93 LT.

3:1

(REMOVE)

MID-WAY SPLICE FLARED TERMINAL

INSTALL W-BEAM GUADRAIL -

STA. 11+59.75 LT. TO STA. 11+99.28 LT.

K.

WO

OD

1882100

18821.0

0

BEGIN TRANSITION

END MILL & FILL

STA. 11+50.00

5/2

02

0

5/2

02

0

24

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HW

AY

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n:

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me:...\

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me:

Date:5/2

0/2

02

0

115

120

125

130

135

140

145

150

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

11+92.00

115

120

125

130

135

140

145

150

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

115

120

125

130

135

140

145

150

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

12+00.00

115

120

125

130

135

140

145

150

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

120

125

130

135

140

145

150

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

12+25.00

120

125

130

135

140

145

150

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

Sta. 11+92.00 to Sta. 12+25.00

CL

CL

28.98 RT.

STA. 12+29.54

EXIST. 12IN CMP: DAMAGED

CL

DE

SIG

N-

DE

TAIL

ED

BY

PR

OJ.

MA

NA

GE

R

SHEET NUMBER

FIE

LD

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AN

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S

RE

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2

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3

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NS

4

CH

EC

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D-

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VIE

WE

D

OF

DE

SIG

N2-

DE

TAIL

ED

2

DE

SIG

N3-

DE

TAIL

ED

3

DA

TE

SIG

NA

TU

RE

P.E.

NU

MB

ER

T.

WO

LF

EL

T.

WO

LF

EL

DA

TE

M.

ST

EE

LE

L.

HA

MIL

TO

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-2.3%

143.67

-4.0% -2.0% -2.0% -4.0%

143.66

-4.0% -2.0% -2.0% -4.0%

143.69

-4.0% -2.0% -2.0% -4.0%

2:1

STA. 11+92.00

SEE DRIVE SECTION

INV. OUT = 138.72

INV. IN = 139.18

INSTALL 46’ X 15" OPTION I

STA. 12+15.50, 30.75’ RT

STA. 11+69.50, 30.75’ RT TO

1423

ELEV. 138.36

34.3’ RT

G = 0.0 C.Y.

F = 5.4 C.Y.

C = 99.4 C.Y.

G = 0.0 C.Y.

F = 5.5 C.Y.

C = 115.8 C.Y.

49.9’

26.1’40.9’

19.73’

CONSTRUCT GRAVEL DRIVE

STA. 11+92.00 RT

3:1

3:1

2:1

3:1

(REMOVE)

MID-WAY SPLICE, SINGLE FACED

INSTALL 325.00’ 31" W-BEAM GUADRAIL -

STA. 11+98.28 LT. TO STA. 15+24 LT.

FOR DRIVEWAY RADIUS

INSTALL ANCHORAGE ASSEMBLY

STA. 12+05.00 RT.

MID-WAY SPLICE, 15’ RADIUS OR LESS


STA. 12+09.80 RT. TO STA. 12+20.00 RT.

MID-WAY SPLICE, SINGLE FACED


STA. 12+20.00 RT. TO STA. 16+50.00 RT.

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12+50.00

120

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120

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135

140

145

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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

12+75.00

120

125

130

135

140

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150

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120

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130

135

140

145

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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

13+00.00

120

125

130

135

140

145

150

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

Sta. 12+50.00 to Sta. 13+00.00

CL

CL

CL

STA. 12+58.75

STA. 12+54.19

24.92 RT.

STA. 12+67.91

85.09 RT.

STA. 12+84.94

117.32 RT.

STA. 12+75.84

29.93 RT.

STA. 12+92.93

30.43 RT.

STA. 12+96.83

26.64 RT.

STA. 13+02.65

EXIST. 48IN CMP

EXIST. 48IN CMP

EXIST. 15IN CMP

EXIST. 15IN CMP

EXIST. 72"X108" CONC. BOX

EXIST. 15IN OAK

EXIST. 12IN OAK

EXIST. 14IN OAK

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143.78

-4.0% -2.0% -2.0% -4.0%

143.91

-4.0% -2.0% -2.0% -4.0%

144.03

-4.0% -2.0% -2.0% -4.0%

(REMOVE)

(REMOVE)

(REMOVE)

1523

GRUBBING (TYP.)

ELEV. 136.49

40.6’ RT

ELEV. 136.24

41.7’ RT

ELEV. 127.29

57.9’ LT

ELEV. 127.60

58.4’ LT

G = 1.0 C.Y.

F = 54.5 C.Y.

C = 125.8 C.Y.

G = 1.2 C.Y.

F = 194.4 C.Y.

C = 162.2 C.Y.

G = 1.5 C.Y.

F = 264.0 C.Y.

C = 339.0 C.Y.

64.5’

40.8’

83.3’

58.7’

95.4’

75.5’

(REMOVE)

(REMOVE)

ELEV. 137.43

37.4’ RT

SPECIAL FILL (TYP.)

2.5:1

2.5:1

2.5:1

-35.38 LT.

-34.14 LT.

2:1

2:1

2:1

2:1

ELEV. 127.10

56.1’ LT

2:1

3:1

3:1

2.0%

3:1

2.0%

(PLUG & FILL WITH CONCRETE FILL)

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125

130

135

140

145

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155

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13+25.00

120

125

130

135

140

145

150

155

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

120

125

130

135

140

145

150

155

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

13+50.00

120

125

130

135

140

145

150

155

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

120

125

130

135

140

145

150

155

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

13+75.00

120

125

130

135

140

145

150

155

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Sta. 13+25.00 to Sta. 13+75.00

CL

CL

CL

32.75 RT.

STA. 13+50.03

96.17 RT.

EXIST. CMP 44.01,

STA. 13+38.88

32.64 RT.

STA. 13+64.13

30.46 RT.

STA. 13+64.55

EXIST. 15IN OAK

EXIST. 18IN OAK

EXIST. 12IN OAK

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144.16

-4.0% -2.0% -2.0% -4.0%

144.35

-4.0% -2.0% -2.0% -4.0%

144.62

-4.0% -2.0% -2.0% -4.0%

(REMOVE)

(REMOVE)

(REMOVE)

1623

GRUBBING (TYP.)

ELEV. 135.99

42.8’ RT

ELEV. 135.74

44.1’ RT

ELEV. 135.49

45.7’ RT

ELEV. 127.92

59.4’ LT

ELEV. 128.24

65.4’ LT

ELEV. 128.55

68.0’ LT

G = 2.6 C.Y.

F = 214.0 C.Y.

C = 592.1 C.Y.

G = 2.4 C.Y.

F = 168.2 C.Y.

C = 782.9 C.Y.

G = 2.2 C.Y.

F = 153.4 C.Y.

C = 903.6 C.Y.

60.1’

58.9’

57.4’

SPECIAL FILL (TYP.)

2.5:1

2.5:1

2.5:1

2:1

2:1

2:1

3:1

2.0%

3:1

2.0%

3:1

2.0%

K.

WO

OD

105.6’

116.1’

121.9’

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14+00.00

120

125

130

135

140

145

150

155

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

120

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

14+25.00

120

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

120

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

14+50.00

120

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

Sta. 14+00.00 to Sta. 14+50.00

CL

CL

CL

34.04 RT.

STA. 13+89.99

73.10 RT.

EXIST. BARN

STA. 14+00.00

110.17 RT.

EXIST. BARN

STA. 14+00.00

EXIST. POLE CMP 44 W/ METER,

STA. 14+16.81

78.79 RT.

EXIST. BARN

STA. 14+25.00

115.86 RT.

EXIST. BARN

STA. 14+25.00

EXIST. 15IN OAK

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144.99

-4.0% -2.0% -2.0% -4.0%

145.44

-4.0% -2.0% -2.0% -4.0%

145.98

-4.0% -2.0% -2.0% -4.0%

(REMOVE)

1723

GRUBBING (TYP.)

ELEV. 135.24

47.6’ RT

ELEV. 134.99

49.7’ RT

ELEV. 134.74

52.0’ RT

ELEV. 128.87

64.1’ LT

ELEV. 129.19

65.0’ LT

ELEV. 129.50

66.7’ LT

G = 2.1 C.Y.

F = 154.2 C.Y.

C = 955.7 C.Y.

G = 2.3 C.Y.

F = 169.9 C.Y.

C = 985.0 C.Y.

58.9’

58.8’

59.7’

SPECIAL FILL (TYP.)

2.5:1

2.5:1

2.5:1

G = 2.5 C.Y.

F = 189.2 C.Y.

C = 1008.4 C.Y.

-32.26 LT.

2:1

2:1

2:1

3:1

2.0%

3:1

2.0%

3:1

2.0%

K.

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120.3’

123.7’

126.6’

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14+75.00

120

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

120

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

15+00.00

120

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

15+22.00

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

CL

CL

32.44 RT.

STA. 14+73.64

26.63 RT.

STA. 14+84.53

EXIST. 18IN OAK

EXIST. 15IN OAK

STA. 14+80.95

23.20 RT.

EXIST. POLE CMP FE:ZZ

CL

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146.61

-4.0% -2.0% -2.0% -4.0%

147.33

-4.0% -2.0% -2.0% -4.0%

148.03

0.0%

-4.0% -2.0% -2.0% -4.0%

(REMOVE)

(REMOVE)

2.9:1

1823

GRUBBING (TYP.)

ELEV. 134.49

54.7’ RT

ELEV. 134.24

57.6’ RT

ELEV. 129.81

68.6’ LT

ELEV. 130.14

76.7’ LT

59.8’

63.8’

SPECIAL FILL (TYP.)

RIPRAP APRON

2.5:1

2.5:1

2.5:1

G = 2.9 C.Y.

F = 196.8 C.Y.

C = 1021.3 C.Y.

G = 3.4 C.Y.

F = 198.4 C.Y.

C = 1104.0 C.Y.

2:1

3:1

3:1

2.0%

3:1

2.0%

3:1

2.0%

K.

WO

OD

129.1’

140.8’

Sta. 14+75.00 to Sta. 15+24.00

1882100

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15+25.00

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

15+50.00

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

15+75.00

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

Sta. 15+25.00 to Sta. 15+75.00

CL

CL

CL

120.39 RT.

STA. 15+50.00

STA. 15+50.59

114.37 RT.

STA. 15+75.00

EXIST. 21IN PINE

EXIST. BUILDING

EXIST. BUILDING

DE

SIG

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148.13

0.0%

-4.0% -2.0% -2.0% -4.0%

149.03

-4.0% -2.0% -2.0% -4.0%

150.01

-4.0% -2.0% -2.0% -4.0%

STA. 15+92.00

SEE DRIVE SECTION

STA. 15+92.00

SEE DRIVE SECTION

(REMOVE)

3:1

2.0%

2.0%

1923

GRUBBING (TYP.)

ELEV. 133.99

60.8’ RT

ELEV. 133.74

49.5’ RT

ELEV. 133.49

51.9’ RT

ELEV. 130.44

82.2’ LT

G = 1.9 C.Y.

F = 147.3 C.Y.

C = 643.8 C.Y.

G = 1.4 C.Y.

F = 127.0 C.Y.

C = 109.0 C.Y.

63.5’

61.4’

57.0’

SPECIAL FILL

2.5:1

-76.25 LT.

2:1

2:1

RIPRAP APRON

3:1

2.0%

G = 2.8 C.Y1.

F = 175.8 C.Y.

C = 1175.5 C.Y.

MID-WAY SPLICE, OVER 15’ RADIUS


STA. 15+24.00 LT. TO STA. 15+79.00 LT.

GALVANIZED STEEL

INSTALL TERMINAL END - SINGLE RAIL -

STA. 15+79.00 LT.

K.

WO

OD

141.8’

18821.0

0

1882100

5/2

02

0

5/2

02

0

24

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0

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

15+92.00

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

16+00.00

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

Sta. 15+81.00 to Sta. 16+00.00

CL

CL

CL

CL

DE

SIG

N-

DE

TAIL

ED

BY

PR

OJ.

MA

NA

GE

R

SHEET NUMBER

FIE

LD

CH

AN

GE

S

RE

VISIO

NS

1

RE

VISIO

NS

2

RE

VISIO

NS

3

RE

VISIO

NS

4

CH

EC

KE

D-

RE

VIE

WE

D

OF

DE

SIG

N2-

DE

TAIL

ED

2

DE

SIG

N3-

DE

TAIL

ED

3

DA

TE

SIG

NA

TU

RE

P.E.

NU

MB

ER

T.

WO

LF

EL

T.

WO

LF

EL

DA

TE

M.

ST

EE

LE

L.

HA

MIL

TO

N

GO

RH

AM -

BR

AN

DY

BR

OO

K

RO

UT

E

25

WIN

HIG

HW

AY P

LA

NS

ST

AT

E O

F M

AIN

E

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

TIO

N

CR

OS

S

SE

CTIO

NS

3.0%

150.27

150.73

-2.0% -2.0% -4.0%

151.09

-4.0% -2.0% -2.0% -4.0%

STA. 15+92.00

SEE DRIVE SECTION

2.0%

2023

GRUBBING (TYP.)

G = 1.2 C.Y.

F = 103.0 C.Y.

C = 108.5 C.Y.

57.5’

56.11’

FLOW

FILL ELEV. 130.44’

TOP OF SPECIAL

128.44’

ELEV.

INVERT

FILL ELEV. 132.64’

TOP OF SPECIAL


PRECAST CONCRETE BOX CULVERT

PROPOSED 12’ SPAN, 8’ RISE, 176’ LENGTH

STA. 15+22.00, 78.28’ LT. TO STA. 16+27.93, 62.28’ RT.

2.0%

15+81.00 (37° SKEW)

-1.25%

6:1

CONSTRUCT COMMERCIAL PAVED DRIVE

STA. 15+92.00 LT

RIPRAP APRONRIPRAP APRON

2.5:1

2:1

2:1

ELEV. 133.24

54.8’ RT

K.

WO

OD

GALVANIZED STEEL

INSTALL TERMINAL END - SINGLE RAIL -

STA. 16+11.88 LT.

1882100

18821.0

0

INV. OUT = 140.66

INV. IN = 144.50

INSTALL 128’ X 24" OPTION III

STA. 16+47.50, 62.60’ LT

STA. 15+20.30, 48.28’ LT TO

5/2

02

0

5/2

02

0

24

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AY

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02

0

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

16+25.00

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

16+27.93

125

130

135

140

145

150

155

160

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

125

130

135

140

145

150

155

160

165

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

16+50.00

125

130

135

140

145

150

155

160

165

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

Sta. 16+25.00 to Sta. 16+50.00

DE

SIG

N-

DE

TAIL

ED

BY

PR

OJ.

MA

NA

GE

R

SHEET NUMBER

FIE

LD

CH

AN

GE

S

RE

VISIO

NS

1

RE

VISIO

NS

2

RE

VISIO

NS

3

RE

VISIO

NS

4

CH

EC

KE

D-

RE

VIE

WE

D

OF

DE

SIG

N2-

DE

TAIL

ED

2

DE

SIG

N3-

DE

TAIL

ED

3

DA

TE

SIG

NA

TU

RE

P.E.

NU

MB

ER

T.

WO

LF

EL

T.

WO

LF

EL

DA

TE

M.

ST

EE

LE

L.

HA

MIL

TO

N

GO

RH

AM -

BR

AN

DY

BR

OO

K

RO

UT

E

25

WIN

HIG

HW

AY P

LA

NS

ST

AT

E O

F M

AIN

E

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

TIO

N

CR

OS

S

SE

CTIO

NS

153.50

STA. 15+92.00

SEE DRIVE SECTION

STA. 15+92.00

SEE DRIVE SECTION

2123

K.

WO

OD

18821.0

0

1882100

CL

153.50

-5.0% -2.4% -3.3% -6.0%

20.8’

34.5’

0.0%-5.3:1 10:1

ELEV. 133.10

89.1’ RT

106.8’

G = 0.0 C.Y.

F = 59.3 C.Y.

C = 67.1 C.Y.

CL

152.39

-4.1% -2.0% -2.7% -5.1%

-2.2:1

RIPRAP APRON

CL

152.25

-4.0% -2.0% -2.7% -5.0%

WIN 18821.00

END PROJECT

BEGIN TRANSITION

STA. 16+25.00

G = 0.5 C.Y.

F = 107.1 C.Y.

C = 111.3 C.Y.

27.6’

-2.4:1

0.0%

SPECIAL FILL (TYP.)ELEV. 132.70

66.5’ RT

3.0%

2:1

101.7’

BEGIN MILL & FILL

END TRANSITION

STA. 16+50.00

5/2

02

0

5/2

02

0

24

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AY

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Date:5/2

0/2

02

0

125

130

135

140

145

150

155

160

165

170

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

16+75.00

125

130

135

140

145

150

155

160

165

170

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

STA. 16+84.39

EXIST. POLE CMP 43

DE

SIG

N-

DE

TAIL

ED

BY

PR

OJ.

MA

NA

GE

R

SHEET NUMBER

FIE

LD

CH

AN

GE

S

RE

VISIO

NS

1

RE

VISIO

NS

2

RE

VISIO

NS

3

RE

VISIO

NS

4

CH

EC

KE

D-

RE

VIE

WE

D

DE

SIG

N2-

DE

TAIL

ED

2

DE

SIG

N3-

DE

TAIL

ED

3

DA

TE

SIG

NA

TU

RE

P.E.

NU

MB

ER

T.

WO

LF

EL

T.

WO

LF

EL

DA

TE

M.

ST

EE

LE

L.

HA

MIL

TO

N

GO

RH

AM -

BR

AN

DY

BR

OO

K

RO

UT

E

25

WIN

HIG

HW

AY P

LA

NS

ST

AT

E O

F M

AIN

E

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

TIO

N

CR

OS

S

SE

CTIO

NS

2223OF

-33.20 LT.

K.

WO

OD

Sta. 16+75.00 to Sta. 17+00.00

18821.0

0

1882100

5/2

02

0

5/2

02

0

24


EXISTING 25' EASEMENT

PFLY 76

1

SPK

W PINE ROOT"

"AN 24"" TRIPLE

PBMK 332

IPF

IPF

IPF

IPF

IPF

IPF

IPF

W/ REFLECTOR

18IN OAK

WALL

OVER

HEAD ELECTRIC

12IN OAK

WALL

#64

OV

ER

HE

AD

GU

Y

WIR

E

15IN OAK

48IN

CM

P

BA 45-1

#70

CMP 44.01

15IN

CM

P

W/ REFLECTOR

CMP 45

12IN OAK

REBAR 5/8": FLUSH

48IN

CM

P

14IN OAK

W/ REFLECTOR

15IN OAK

BARN

W/ REFLECTOR

15IN OAK

18IN OAK

CMP 44 W/ METER

FL

OW

LIN

E

15IN OAK

STONE

8 FT WIDE STREAM

PAVED

STOP

GR

ON

DI

N

QU

ARR

Y

RI

P

RA

P

LI

NE

D

RI

P

RA

P

LI

NE

D

21 I

N.

PI

NE

4" S

TEEL PIP

E

4IN AG

CIR #538:

DAMAGED

12IN CMP:

CO

NC

RE

TE

BO

X

10

8"

X 72"

KEEP RT

SLOWER TRAFFIC

WET AREAFL SWALE

24 IN. C

ONC.

SIGN LIGHT

SI

GN LI

GHT

SM

AL

L

MI

XE

D

TR

EES

12

FT.

RU

SSI

AN

OLI

VE

/STONE SIGN

GRANIT/CONC

FIELD

QUARRY

BROOK

BRANDY

LO

W

AR

EA

RIPRAP LINED

BASIN

RUN OFF STORAGE

18 I

N.

CMP

18 I

N. C

ONCRETE

12" CPP

15" CONC

CMP 43

ENTRANCE

PIT

GRONDIN

CMP44.1

5/8" CIR1262 UP1"

5/8" CIR1262 FLUSH

5/8" CIR1262 UP6"

5/8" CIR1

262

FLUSH

5/8" CIR1262 FLUSH

78"

X10

8"

CU

LV

ER

T

CO

NC

OV

AL

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00

1,000.00'

BRIAN K. SELLICK

LEIGH A. WEBBER

P.L.

P.L.

EXIS

TIN

G

EASE. LIM

ITS

& MAINT.

CONST.

GRID

NO

RT

H


TO STANDISH

MAIN

E 2000

WEST Z

ONE





CONTROL INFORMATION

P.L.

(UNRECORDED)




VOLUME 4 PAGE 100, 1818, 4 RODS WIDE (66')

CUMBERLAND COUNTY COMMISSIONERS' RECORDS


1818 4 RODS WIDE (66')

VOLUME 4 PAGE 100

E.) CUMBERLAND COUNTY COMMISSIONERS' RECORDS

D.) D.O.T. FILE NO. 3-325, SHEET 4 OF 14

C.) S.H.C. FILE NO. 3-115

B.) S.H.C. FILE NO. 3-16

A.) D.O.T. FILE NO. 3-470

ROUTE 25

EXISTING RIGHT OF WAY INFORMATION

BY SURVEY INC. DATED JUNE 1987 REVISED JANUARY 1995

STANDARD BOUNDARY SURVEY FOR SHIRLEY G. BLOOM

+15

+30 +39*

50'

+55

DONNA M. IRVING

DAVID G. IRVING, JR.

TEMP.

CONST. LIM

ITS

TEMP. CO

NST. LIM

ITS

LIMITS TEM

P. CONST.

LI

MITS

BY SEBAGO TECHNICS, DATED FEBRUARY 26, 1997

MARGARET B. YOUNG FOR R. J. GRONDIN & SONS

ROBERT J. GRONDIN, JR., PHILIP H. GRONDIN AND

BOUNDARY AND TOPOGRAPHIC SURVEY LAND OWNED BY

GRONDIN AGGREGATES LLC

TEMP. CONST.

LIMIT

S

+45 +70 +80

85'

110'

115'

+25

LIMIT

S

LIM

ITS

BRANDY BROOK

Flow

+65

0.07* AC.

0.18* AC.

BEGIN B.L.

TE

MP.

CONSTRUCTION

+85

SLO

PE

EASE.

LI

MITS

COFFERDAM

OF DOWNSTREAM

APPROX. LOCATION

55'

100'

90'

90'

CO

NS

T.

EASE.

+90

50'

0.37* AC.

110* S.F.

146* S.F.

Flow

1,506* S.F.

+27*

+10+35

CONST.

TEMP. LIMITS

+75 +65 +95

679* S.F.695* S.F.

937* S.F.

S.H.C. FILE NO. 3-16


BY SEBAGO TECHNICS DATED AUGUST 14, 2000

STANDARD BOUNDARY SURVEY OF MARGARET YOUNG PROPERTY FOR MARGARET YOUNG

DATED AUGUST 20, 1986 C.C.R.D. PLAN BOOK 164 PAGE 10.

STANDARD BOUNDARY SURVEY FOR MARGARET B. YOUNG BY MORTON & ROSE ASSOCIATES

BY SEBAGO TECHNICS, DATED FEBRUARY 26, 1997.



(RAILROAD SPIKES LOCATED ON CRESSEY ROAD).

D.O.T. FILE NO. 3-325, SHEET 3 OF 14, FEDERAL AID PROJECT NO. F-FG-012-1(32) SECT I

D.O.T. FILE NO. 3-511, FEDERAL AID PROJECT NO. HP-8151(300) P.I.N. 008151.30.

ROUTE 25

OTHER PLANS USED TO ESTABLISH THE EXISTING RIGHT OF WAY

BRANDY BROOK NEW LOCATION 2019

Flow

125'

130'

135'

150'

150'

CHANNEL DIV

ERSION

EASE.

LIMIT

S

CHANNEL DIVERSION

EASE. L

IMITS C

HAN

NEL D

IV. E

ASE. LIM

ITS

&

MAI

NT.

LI

MITS

STA. 15+20* TO STA. 16+48*LT.

DRAINAGE STRUCTURE

STA. 11+43* TO STA. 11+67* LT.

TOE OF SLOPE DITCH

P.L.

P.L.

TOTAL AREA = 0.6* AC.(TOWN)

TEMP. CONST. RIGHTS = 146* S.F. (1)

SLOPE EASE. = 110* S.F. (1)

ITEM NO. (1)

+60*

STA. 16+30* RT.

INLET DRAINAGE STRUCTURE

110'

TEMP.

CO

NST. L

IMIT

S

EASE.

CH

AN

NEL

DIVERSION

+20

FEB. 7, 2017 (SEE TEDOCS NO. 1781512)

SEE THE REPORT OF THE GORHAM TOWN COUNCIL REGULAR MEETING ITEM NO. 9182, DATED THE TOWN APPROVED THE PETITION FOR DISCONTINUANCE WITH NO PUBLIC EASEMENT.PETITION FOR DISCONTINUANCE PREPARED MAY 2001, SEE D.O.T. FILE NO. 3-325 SHEET 4 OF 14.

85'

+10

115'

0.56* AC.

0.17* AC.

+70

TOTAL AREA = 72.25* AC. (TOWN)

TEMP. CONST. RIGHTS = 0.37* AC. (1)

CONST. & MAINT. EASE. = 0.17* AC. (1)

CHANNEL DIVERSION EASE. = 0.56* AC. (1)

DRAINAGE EASE. = (1)


ITEM NO. (2)





ITEM NO. (3)

LEVEL LIP

SPREADER

STA. 16+17* RT.

DRAINAGE OUTLET







ITEM NO. (2)

CURTIS C. LABELLE

NO. GRANTOR INSTRUMENT DATE BOOK PAGE

COUNTY RECORDSHEET NUMBER

OFDATE

COMMISSIONER

CHIEF ENGINEER

REVISIONS

NO. DATE DESCRIPTION BY

RIG

HT O

F W

AY M

AP

ST

AT

E O

F M

AIN

E

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

TIO

N

ITE

MT

EC

HC

HE

CK

ED

OVER

RIGHT-OF-WAY MAP

WIN

SCALE 1"= 25'

PLAN FILED IN PLAN BOOK PAGE

RO

WDivisio

n:

Filena

me:...\

00\

RO

W\

MS

TA\

02

3_

RW

PL

AN

1.d

gn

Userna

me:

Date:5/2

1/2

02

0Jude.H

ogan

Town, County, State

Ledge

Trees

Tree Line

Conifer

Catch Basin

Manhole

Deciduous

Utlity Pole

Telephone Line

Traverse Point

IPFIRF

Electric Line

Sewer Manhole

Control Of Access

Limits of Wrought Portion L.O.W.P.

Water Line

Sanitary Sewer

Guardrail

Existing Right of Way

Water Edge

Bush Line

P.L.

Fence

Underdrain Line

PLAN LEGEND

Culvert

Gas Line

Traveled WayApprox. Property Lines

Sign

Fire Hydrant

Monument

Building

C.O.A.

Cut Line Fill Line

Clearing Limit Line Stonewall

AR

EA

S

EXIS

TIN

G

CO

NDITIO

N

PL

AN

FIN

AL

RIG

HT

OF

WA

Y

New Right of Way

New Easement

New Temporary Rights

10+00 11+00Baseline 12+00

New R/W Along Existing R/W

New R/W Within Existing R/W

Pipe Found

WellWELL

Existing Proposed

Ditch

16 S

TA

TE H

OU

SE ST

ATIO

N - A

UG

UST

A, M

E 0

4333-0

016 - 2

07-6

24-3

460

CHAIN LINK BARB WIRE STOCKADE

Replacement Pin Set

Iron Rod Found

Retaining Wall

Mailbox

Rock/Boulder Flag Pole

Existing Proposed

CurbingScale of Feet

25 0 25 50 75 100COUNTY

RECEIVED

Attest:

,

REGISTER

at h m M and

STATE OF MAINE

REGISTRY OF DEEDS

recorded in Plan Bk ,Pg.

ABUTTING PROPERTY OWNERS.

IT CANNOT BE USED TO ESTABLISH LEGAL BOUNDARIES BETWEEN

ACQUISITION OF REAL PROPERTY FOR TRANSPORTATION PURPOSES.

THIS PLAN WAS PREPARED IN CONNECTION WITH THE DEPARTMENT'S

018821.00

STATE PROJECT NO. 18821.00

GORHAM

GO

RH

AM

CUMBERLAND COUNTY

STATE HIGHWAY "12"

G.L.L.

C.W.K.

DEP

T.

J.H.

R.M.C.

J.H.

NOVEMBER 2019

D.O.T. FILE NO. 3-647

BRUCE A. VAN NOTE

JOYCE NOEL TAYLOR

SHEET 1 OF 2

BRANDY BROOK

BRANDY BROOK BRIDGE

BRIDGE NO. 6592

COND. 3/23/2020 36524 18 ROUTE 25 / OSSIPEE TRAIL

24

23

653PFLY

SPK

699PFLY PK

552PTRA

PK

640PFLY

PK

553PTRASPK

333PBMK

AN UP CMP44/BA44

652PFLY

SPK

650

PFLY

SPK

636PFLYSPK

554PTRA

PK

698

PF

LY P

K

649

PFLY

PK


IPF

IPF

IPF

18IN OAK

OVER

HEAD ELECTRIC

12IN OAK

15IN OAK

W/ REFLECTOR

BARN

15IN OAK

18IN OAK

CMP 44 W/ METER

.

CMP 42

8" CPP 12"CPP

STONE

8 FT WIDE STREAM

PAVED

STOP

GR

ON

DI

N

QU

ARR

Y

RI

P

RA

P

LI

NE

D

RI

P

RA

P

LI

NE

D

21 I

N.

PI

NE

12"

CM

P

4" S

TEEL PIP

E

KEEP RT

SLOWER TRAFFIC

WET AREAFL SWALE

24 IN. C

ONC.

SIGN LIGHT

SI

GN LI

GHT

SM

AL

L

MI

XE

D

TR

EES

12

FT.

RU

SSI

AN

OLI

VE

/STONE SIGN

GRANIT/CONC

FIELD

QUARRY

BROOK

BRANDY

LO

W

AR

EA

RIPRAP LINED

BASIN

RUN OFF STORAGE

18 I

N.

CMP

18 I

N. C

ONCRETE

SINGLE BEAM G.R.

12" CPP

15" CONC

CMP 43

ENTRANCE

PIT

GRONDIN

5/8" CIR1262 UP2"

CMP44.1

5/8" CIR1262 FLUSH

5/8" CIR1

262

FLUSH

5/8" CIR1262 FLUSH

78"

X10

8"

CU

LV

ER

T

CO

NC

OV

AL

14+00 15+00 16+00 17+00 18+00 19+00 20+00

1,000.00'

P.L.

TO ROUTE 112

P.L.

P.L.

(UNRECORDED)




+55

TEMP. CO

NST. LIM

ITS

TEMP. CONST.

LI

MITS

VOLUME 4 PAGE 100, 1818, 4 RODS WIDE (66')

CUMBERLAND COUNTY COMMISSIONERS' RECORDS


1818 4 RODS WIDE (66')

VOLUME 4 PAGE 100

E.) CUMBERLAND COUNTY COMMISSIONERS' RECORDS

D.) D.O.T. FILE NO. 3-325, SHEET 4 OF 14

C.) S.H.C. FILE NO. 3-115

B.) S.H.C. FILE NO. 3-16

A.) D.O.T. FILE NO. 3-470

ROUTE 25

EXISTING RIGHT OF WAY INFORMATION

GRID

NO

RT

H

MAIN

E 2000

WEST Z

ONE





CONTROL INFORMATION

UPSTREAM COFFERDAM

APPROX. LOCATION OF

+75*

LIMITS

TEMP.

CONST.

LIMIT

S

+45 +70 +80

85'

110'

115'


+25

LIM

ITS

BRANDY BROOK

TEMP. CONST.

0.07* AC.

0.18* AC.

0.10* AC.

END B.L.

+85

90'

90'

CO

NS

T.

EASE.

S.H.C. FILE NO. 3-16


BY SEBAGO TECHNICS DATED AUGUST 14, 2000

STANDARD BOUNDARY SURVEY OF MARGARET YOUNG PROPERTY FOR MARGARET YOUNG

DATED AUGUST 20, 1986 C.C.R.D. PLAN BOOK 164 PAGE 10.

STANDARD BOUNDARY SURVEY FOR MARGARET B. YOUNG BY MORTON & ROSE ASSOCIATES

BY SEBAGO TECHNICS, DATED FEBRUARY 26, 1997.



(RAILROAD SPIKES LOCATED ON CRESSEY ROAD).

D.O.T. FILE NO. 3-325, SHEET 3 OF 14, FEDERAL AID PROJECT NO. F-FG-012-1(32) SECT I

D.O.T. FILE NO. 3-511, FEDERAL AID PROJECT NO. HP-8151(300) P.I.N. 008151.30.

ROUTE 25

OTHER PLANS USED TO ESTABLISH THE EXISTING RIGHT OF WAY

0.37* AC.

Flow

+10

CONST.

TEMP. LIMITS

+75 +65 +95

TOTAL AREA = 58* AC. (TOWN)


ITEM NO. (4)

679* S.F.

TO BE REMOVED

BOX CULVERT

CONCRETE

EXISTING

BRANDY BROOK NEW LOCATION 2019

Flow

130'

135'

150'

150'

CHANNEL DIVERSION

EASE. L

IMITS C

HAN

NEL D

IV. E

ASE. LIM

ITS

&

MAI

NT.

LI

MITS

STA. 15+20* TO STA. 16+48*LT.

DRAINAGE STRUCTURE

P.L.

STA. 16+30* RT.

INLET DRAINAGE STRUCTURE

110'

TEMP.

CO

NST. L

IMIT

S

EASE.

CH

AN

NEL

DIVERSION

+20

FEB. 7, 2017 (SEE TEDOCS NO. 1781512)

SEE THE REPORT OF THE GORHAM TOWN COUNCIL REGULAR MEETING ITEM NO. 9182, DATED THE TOWN APPROVED THE PETITION FOR DISCONTINUANCE WITH NO PUBLIC EASEMENT.PETITION FOR DISCONTINUANCE PREPARED MAY 2001, SEE D.O.T. FILE NO. 3-325 SHEET 4 OF 14.

CHRISTENSEN FAMILY REAL ESTATE TRUST

LORRAINE I. CHRISTENSEN, TRUSTEE

PETER D. CHRISTENSEN, TRUSTEE

85'

+10

115'

0.56* AC.

0.17* AC.

+70







ITEM NO. (2)

GRONDIN AGGREGATES LLC





ITEM NO. (3)

LEVEL LIP

SPREADER

STA. 16+17* RT.

DRAINAGE OUTLETCURTIS C. LABELLE

NO. GRANTOR INSTRUMENT DATE BOOK PAGE

COUNTY RECORDSHEET NUMBER

OFDATE

COMMISSIONER

CHIEF ENGINEER

REVISIONS

NO. DATE DESCRIPTION BY

RIG

HT O

F W

AY M

AP

ST

AT

E O

F M

AIN

E

DE

PA

RT

ME

NT O

F T

RA

NSP

OR

TA

TIO

N

ITE

MT

EC

HC

HE

CK

ED

OVER

RIGHT-OF-WAY MAP

WIN

SCALE 1"= 25'

PLAN FILED IN PLAN BOOK PAGE

RO

WDivisio

n:

Filena

me:...\

00\

RO

W\

MS

TA\

02

4_

RW

PL

AN

2.d

gn

Userna

me:

Date:5/2

1/2

02

0Jude.H

ogan

Town, County, State

Ledge

Trees

Tree Line

Conifer

Catch Basin

Manhole

Deciduous

Utlity Pole

Telephone Line

Traverse Point

IPFIRF

Electric Line

Sewer Manhole

Control Of Access

Limits of Wrought Portion L.O.W.P.

Water Line

Sanitary Sewer

Guardrail

Existing Right of Way

Water Edge

Bush Line

P.L.

Fence

Underdrain Line

PLAN LEGEND

Culvert

Gas Line

Traveled WayApprox. Property Lines

Sign

Fire Hydrant

Monument

Building

C.O.A.

Cut Line Fill Line

Clearing Limit Line Stonewall

AR

EA

S

EXIS

TIN

G

CO

NDITIO

N

PL

AN

FIN

AL

RIG

HT

OF

WA

Y

New Right of Way

New Easement

New Temporary Rights

10+00 11+00Baseline 12+00

New R/W Along Existing R/W

New R/W Within Existing R/W

Pipe Found

WellWELL

Existing Proposed

Ditch

16 S

TA

TE H

OU

SE ST

ATIO

N - A

UG

UST

A, M

E 0

4333-0

016 - 2

07-6

24-3

460

CHAIN LINK BARB WIRE STOCKADE

Replacement Pin Set

Iron Rod Found

Retaining Wall

Mailbox

Rock/Boulder Flag Pole

Existing Proposed

CurbingScale of Feet

25 0 25 50 75 100COUNTY

RECEIVED

Attest:

,

REGISTER

at h m M and

STATE OF MAINE

REGISTRY OF DEEDS

recorded in Plan Bk ,Pg.

ABUTTING PROPERTY OWNERS.

IT CANNOT BE USED TO ESTABLISH LEGAL BOUNDARIES BETWEEN

ACQUISITION OF REAL PROPERTY FOR TRANSPORTATION PURPOSES.

THIS PLAN WAS PREPARED IN CONNECTION WITH THE DEPARTMENT'S

018821.00

STATE PROJECT NO. 18821.00

GORHAM

GO

RH

AM

CUMBERLAND COUNTY

STATE HIGHWAY "12"

G.L.L.

C.W.K.

DEP

T.

J.H.

R.M.C.

J.H.

NOVEMBER 2019

D.O.T. FILE NO. 3-647

BRUCE A. VAN NOTE

JOYCE NOEL TAYLOR

BRANDY BROOK

SHEET 2 OF 2

BRIDGE NO. 6592

COND. 3/23/2020 36524 18 ROUTE 25 / OSSIPEE TRAIL

2424

BRANDY BROOK BRIDGE

553PTRASPK

333PBMK

AN UP CMP44/BA44

650

PFLY

SPK

636PFLYSPK

554PTRA

PK

698

PF

LY P

K

649

PFLY

PK

697PTRA

PK

23-24 - Maine...n a g e r sheet number f ie l d c h a ... É construction berm ... travelway...

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