23-24 - maine...n a g e r sheet number f ie l d c h a ... É construction berm ... travelway...
TRANSCRIPT
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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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
AGGREGATE SUBBASE COURSE GRAVEL
STATION TO STATION
14+65.00 TO 16+25.00
AGGREGATE SUBBASE COURSE GRAVEL
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
AGGREGATE SUBBASE COURSE GRAVEL
12’ - 12’ TRAVEL LANES
STATION TO STATION
AGGREGATE SUBBASE COURSE GRAVEL
STATION TO STATION
11+75.00 TO 12+85.00
AGGREGATE SUBBASE COURSE GRAVEL
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
FACE OF RAIL
PAVE WITHIN 1" OF
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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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1882100
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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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25
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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5/2
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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
ITEM 606.1304 - 31" W-BEAM GUARDRAIL -
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
ITEM 606.1303 - 31" W-BEAM GUARDRAIL -
BLOCKS, SINGLE FACED)
MID-WAY SPLICE (STEEL POST, 8" OFFSET
ITEM 606.1301 - 31" W-BEAM GUARDRAIL -
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
QUANTITYSTATION TO STATION
430.00 LF12+20.00 TO 16+50.00 RT
325.00 LF11+98.28 TO 15+24.00 LT
QUANTITYSTATION TO STATION
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SHEET NUMBER
OF
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RE
VISIO
NS
2
RE
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3
RE
VISIO
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4
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TAIL
ED
3
T.
WO
LF
EL
T.
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LF
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DA
TE
L.
HA
MIL
TO
N
M.
ST
EE
LE
GO
RH
AM
RO
UT
E
25
5
EA
RT
HW
OR
K
SU
MM
AR
Y
CO
NS
TR
UC
TIO
N
NO
TE
S
&
DRIVES AND ENTRANCES
PAVED - COMMERCIAL15+92 LT
GRAVEL - RESIDENTIAL11+92 RT
DESCRIPTIONLOCATION GUARDRAIL MARKER
ITEM 606.353 - REFLECTORIZED FLEXIBLE
K.
WO
OD
ITEM 610.08 - PLAIN RIPRAP
1882100
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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
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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
HIG
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Culv
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PRECAST CONCRETE BOX NOTES:
23
6
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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’
INVERT ELEV. 130.64’
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
OVAL CONC CULVERT 78"X108"
8 FT WIDE STREAM
RUN OFF STORAGE BASIN RIPRAP LINED
GRANITE CONC.STONE SIGN
W/ REFLECTOR
CENTER: POOR CONDITION
W/ REFLECTOR
48IN CMP
CENTER: POOR CONDITION
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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
24
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_Special Details_
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02
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SIG
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BY
PR
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MA
NA
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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
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23
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
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ST
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AM
PL
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&
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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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Level Lip S
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DE
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ED
BY
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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
DA
TE
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
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
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
OVAL CONC CULVERT 78"X108"
4" STEEL PIPE
OVAL CONC CULVERT 78"X108"
8 FT WIDE STREAM
RUN OFF STORAGE BASIN RIPRAP LINED
GRANITE CONC.STONE SIGN
W/ REFLECTOR
CENTER: POOR CONDITION
W/ REFLECTOR
48IN CMP
CENTER: POOR CONDITION
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
C.C.R.D. BOOK 32972 PAGE 341
TAX MAP 37 LOT 1
POR NO. 1
C.C.R.D. BOOK 13590 PAGE 310
TAX MAP 42 LOT 5
POR NO. 1
C.C.R.D. BOOK 16018 PAGE 27
TAX MAP 42 LOT 5
POR NO. 2
C.C.R.D. BOOK 29267 PAGE 269
TAX MAP 37 LOT 2
POR NO. 2
C.C.R.D. BOOK 17396 PAGE 47
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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DE
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P.E.
NU
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GO
RH
AM -
BR
AN
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BR
OO
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RO
UT
E
25
DE
SIG
N-
DE
TAIL
ED
BY
PR
OJ.
MA
NA
GE
R
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
T.
WO
LF
EL
T.
WO
LF
EL
DA
TE
M.
ST
EE
LE
L.
HA
MIL
TO
N
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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Date:5/2
0/2
02
0
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+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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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
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
-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
INSTALL 12.50’ 31" W-BEAM GUADRAIL -
STA. 12+09.80 RT. TO STA. 12+20.00 RT.
MID-WAY SPLICE, SINGLE FACED
INSTALL 430.00’ 31" W-BEAM GUADRAIL -
STA. 12+20.00 RT. TO STA. 16+50.00 RT.
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0
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+50.00
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
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+75.00
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
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
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
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
-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)
K.
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0
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+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
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. 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
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
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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0
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
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
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
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.
WO
OD
120.3’
123.7’
126.6’
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02
0
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+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
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
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
18821.0
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INSTALL RIPRAP DOWNSPOUT
STA. 14+82 TO STA. 15+20 LT.
5/2
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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
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
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
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
INSTALL 87.50’ 31" W-BEAM GUADRAIL -
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
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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
INVERT ELEV. 130.64’
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
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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
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
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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
OLD ROAD PRIOR TO 1932
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
STATE HIGHWAY "12" / ROUTE 25 / OSSIPEE TRAIL
TO STANDISH
MAIN
E 2000
WEST Z
ONE
COMBINED SCALE FACTOR - 0.9999707
VERTICAL DATUM - NAVD 88
ZONE - MAINE 2000 WEST ZONE
HORIZONTAL DATUM - U.S. STATE PLANE NAD83(1996)
CONTROL INFORMATION
P.L.
(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
VOLUME 4 PAGE 100, 1818, 4 RODS WIDE (66')
CUMBERLAND COUNTY COMMISSIONERS' RECORDS
OLD ROAD PRIOR TO 1932
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
OLD ROAD PRIOR TO 1932
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.
PHILIP H. GRONDIN AND MARGARET B. YOUNG FOR R. J. GRONDIN & SONS
BOUNDARY AND TOPOGRAPHIC SURVEY LAND OWNED BY ROBERT J. GRONDIN, JR.,
(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)
SLOPE EASE. = 937* S.F. (1)
ITEM NO. (2)
TOTAL AREA = 0.5* AC. (TOWN)
TEMP. CONST. RIGHTS = 0.21* AC. (3)
CHANNEL DIVERSION EASE. = 0.07* AC. (1)
DRAINAGE EASE. = (2)
ITEM NO. (3)
LEVEL LIP
SPREADER
STA. 16+17* RT.
DRAINAGE OUTLET
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)
SLOPE EASE. = 937* S.F. (1)
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
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AN
1.d
gn
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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
OLD ROAD PRIOR TO 1932
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)
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
+55
TEMP. CO
NST. LIM
ITS
TEMP. CONST.
LI
MITS
VOLUME 4 PAGE 100, 1818, 4 RODS WIDE (66')
CUMBERLAND COUNTY COMMISSIONERS' RECORDS
OLD ROAD PRIOR TO 1932
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
COMBINED SCALE FACTOR - 0.9999707
VERTICAL DATUM - NAVD 88
ZONE - MAINE 2000 WEST ZONE
HORIZONTAL DATUM - U.S. STATE PLANE NAD83(1996)
CONTROL INFORMATION
UPSTREAM COFFERDAM
APPROX. LOCATION OF
+75*
LIMITS
TEMP.
CONST.
LIMIT
S
+45 +70 +80
85'
110'
115'
STATE HIGHWAY "12" / ROUTE 25 / OSSIPEE TRAIL
+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
OLD ROAD PRIOR TO 1932
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.
PHILIP H. GRONDIN AND MARGARET B. YOUNG FOR R. J. GRONDIN & SONS
BOUNDARY AND TOPOGRAPHIC SURVEY LAND OWNED BY ROBERT J. GRONDIN, JR.,
(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)
TEMP. CONST. RIGHTS = 0.10* AC. (1)
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
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)
SLOPE EASE. = 937* S.F. (1)
ITEM NO. (2)
GRONDIN AGGREGATES LLC
TOTAL AREA = 0.5* AC. (TOWN)
TEMP. CONST. RIGHTS = 0.21* AC. (3)
CHANNEL DIVERSION EASE. = 0.07* AC. (1)
DRAINAGE EASE. = (2)
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