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GENERAL NOTES CONSTRUCTION NOTES
ESTIMATED QUANTITIES
ITEM NO. QUANTITYDESCRIPTION UNIT
MOBILIZATION
TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL
FLAGGER
MAINTENANCE OF TRAFFIC CONTROL DEVICES
CONSTRUCTION SIGN
CONE
DRUM
BARRICADE TYPE III
FIELD OFFICE TYPE B
TRUCK - LARGE (INCLUDING OPERATOR)
ALL PURPORSE EXCAVATOR (INCLUDING OPERATOR)
HAND LABOR - STRAIGHT TIME
EROSION CONTROL GEOTEXTILE
EROSION CONTROL MIX
MULCH
SEEDING METHOD 2
LOAM
WIDEN SHOULDER FOR 350 TERMINAL
GUARDRAIL 350 TERMINAL
PLAIN RIPRAP
GR REMOVE AND DISPOSE
REFLECTORIZED FLEXIBLE GUARDRAIL MARKER
GR TY 3C - OVER 15’ RADIUS
GR TY 3C - SINGLE RAIL
PRECAST CONCRETE BOX CULVERT
COFFERDAM: DOWNSTREAM
COFFERDAM: UPSTREAM
MEMBRANE WATERPROOFING
BITUMINOUS TACK COAT - APPLIED
HOT MIX ASPHALT 12.5 MM BASE
HOT MIX ASPHALT 12.5 MM SURFACE
AGGREGATE SUBBASE COURSE - GRAVEL
STR ROCK EXC - DR & MINOR STR
GRANULAR BORROW
COMMON EXCAVATION
LS
LS
HR
CD/LS
SF
EA
EA
EA
EA
HR
HR
HR
SY
CY
UN
N
CY
EA
EA
CY
LF
EA
LF
LF
LS
LS
LS
SY
G
T
T
CY
CY
CY
CY
1
1
300
60
500
30
15
6
1
10
10
20
100
10
2
2
20
2
2
80
100
6
25
100
1
1
1
80
10
80
40
170
20
90
200
TOTAL: 2 EA
-STA 5+00 LT TO STA. 5+80 LT
-STA. 4+95 RT TO STA. 5+60 RT
606.754 WIDEN SHOULDER FOR 350 FLARED
TOTAL: 2 EA
-STA. 5+00 LT TO STA. 5+37.5 LT
-STA. 4+95 RT TO STA 5+32.5 RT
606.79 GUARDRAIL 350 FLARED TERMINAL
TOTAL: 100 LF
-STA. 4+25 LT TO STA. 5+25 LT
606.363 GR REMOVE AND DISPOSE
TOTAL: 6 EA
-STA. 5+37.5 LT
-STA. 5+00 LT
-STA. 5+32.5 RT
-STA. 4+95 RT
-STA. 4+70 RT
-STA. 4+50 RT
606.353 RELECTORIZED FLEXIBLE GUARDRAIL MARKER
TOTAL: 25 LF
-STA. 4+50 27.1’ RT TO STA. 4+70 15.5’ RT
606.232 GR TY 3C - OVER 15’ RADIUS
TOTAL: 100 LF
-STA. 4+70 15.5’ RT TO STA. 4+95 15.5’ RT (2 PANELS)
-STA. 4+25 13’ LT TO STA. 5+00 13’ LT (6 PANELS)
606.23 GR TY 3C - SINGLE RAIL
-NECESSARY REMOVAL OF UNDERDRAIN
-REMOVAL OF EXISTING TWIN 4’ CMP
-REQUIRED FOOTINGS
ROCK EXCAVATION SHALL BE PAID UNDER ITEM 206.07.
-EXCAVATION BELOW SUBGRADE SHALL BE INCIDENTAL. NECESSARY
-ANY NECESSARY CLEARING
THE FOLLOWING SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM:
AREAS AND STATIONS AS SHOWN ON PLANS.
531.71 PRECAST CONCRETE BOX CULVERT
DOWNSTREAM: 1 LS
UPSTREAM: 1 LS
511.07 COFFERDAM
659.10
656.75
652.38
652.361
652.35
652.34
652.33
652.312
639.19
631.172
631.12
629.05
620.58
619.1401
619.12
618.14
615.07
606.754
606.79
610.08
606.363
606.353
606.232
606.23
534.71
511.07
511.07
508.13
409.15
403.213
403.208
304.10
206.07
203.25
203.20
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2015
CONTROL, FEBRUARY, 2008.
TRANSPORTATION’S BEST MANAGEMENT PRACTICES FOR EROSION & SEDIMENTATION
25. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MAINE DEPARTMENT OF
ACCEPTABLE TO THE RESIDENT.
FURNISHED BY MAINEDOT. ALL LAYOUT, STAKES, AND GRADES WILL BE CHECKED AND MUST BE
TO DETERMINE NEW CONSTRUCTION FINISH GRADES FROM DIFFERENTIAL ELEVATION SHEETS
THESE STAKES. THESE STAKES AND GRADES WILL BE USED TO LAYOUT CENTERLINE AND
THE CONSTRUCTION LIMITS AND THE EXISTING CENTERLINE GRADES SHALL BE TRANSFERRED TO
AS PER STANDARD SPECIFICATION 105.6.2. SIDE STAKES SHALL BE PLACED SAFELY OUTSIDE OF
24. THE CONTRACTOR IS RESPONSIBLE FOR THE CAREFUL SIDE STAKING OF EXISTING CENTERLINE
WILL BE MADE UNDER ITEM 620.58 EROSION CONTROL GEOTEXTILE.
23. EROSION CONTROL GEOTEXTILE SHALL BE PLACED AT ALL RIPRAP LOCATIONS. PAYMENT
22. STATIONS REFERENCED ARE APPROXIMATE.
ADJACENT TO THE PROJECT SHALL REMAIN ACCESSIBLE AT ALL TIMES.
21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE DRIVEWAY IMMEDIATELY
PRECAST CONCRETE BOX CULVERT.
20. REMOVAL OF EXISTING DRAINAGE SHALL BE CONSIDERED INCIDENTAL TO ITEM 531.71
REPLACED AS DETERMINED BY THE RESIDENT AT THE CONTRACTOR’S EXPENSE.
CULVERT. ANY DAMAGE TO THE BOX CULVERT DURING CONSTRUCTION SHALL BE REPAIRED OR
19. RIPRAP ADJACENT TO THE BOX CULVERT SHALL BE PLACED SO AS TO NOT DAMAGE THE
INCIDENTAL TO THE RELATED DRAINAGE ITEMS.
BACKSLOPING REQUIREMENTS WILL NOT BE PAID FOR DIRECTLY BUT WILL BE CONSIDERED
18. ADDITIONAL EXCAVATION FOR THE CONTRACTOR’S CONVENIENCE OR TO COMPLY WITH
EXCAVATION, DITCH & INSLOPE, OR EQUIPMENT RENTAL AREAS.
17. AREAS REQUIRING FILL ON THE PROJECT WILL COME FROM SUITABLE EXCAVATION FROM
EXPENSE.
EQUIPMENT, AND MATERIALS REQUIRED TO MAKE REPAIRS SHALL BE AT THE CONTRACTOR’S
OR OPERATION SHALL BE REPAIRED TO THE SATISFACTION OF THE RESIDENT. ALL WORK,
16. ANY DAMAGE TO THE SLOPES CAUSED BY THE CONTRACTOR’S EQUIPMENT, PERSONNEL,
CONTRACT.
ENSURE THAT THE MAIL WILL BE DELIVERABLE. PAYMENT WILL BE INCIDENTAL TO THE
15. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ALL EXISTING MAILBOXES TO
RESIDENT. THIS WORK SHALL BE CONSIDERED INCIDENTAL TO RELATED CONTRACT ITEMS.
BEEN FOUND SHALL BE PLACED IN CONCRETE PER STANDARD DETAIL 606.24, AS DETERMINED BY THE
14. ANY GUARDRAIL POSTS PLACED BETWEEN STA 4+65 AND 4+85 AS WELL AS POSTS WHERE LEDGE HAS
EACH SECTION OF BEAM GUARDRAIL.
13. GUARDRAIL END TREATMENTS SHALL BE INSTALLED CONCURRENTLY WITH THE PLACEMENT OF
APPROVAL OF THE RESIDENT.
12. NO EXISTING DRAINAGE SHALL BE ABANDONED, REMOVED OR PLUGGED WITHOUT PRIOR
TO THE RELATED PAVING ITEMS.
11. ANY NECESSARY CLEANING OF EXISTING PAVEMENT PRIOR TO PAVING SHALL BE INCIDENTAL
INCIDENTAL TO 656 ITEMS.
WASTE AREAS. GRADING, SEEDING, AND MULCHING OF WASTE AREAS TO BE CONSIDERED
10. ALL WASTE MATERIAL NOT USED ON THE PROJECT SHALL BE DISPOSED OF IN ACCEPTABLE
FINAL COMPLETION OF THE PROJECT THERE IS NO DROP-OFF FROM THE EDGE OF SHOULDER.
9. THE CONTRACTOR SHALL PLAN AND CONDUCT THEIR WORK ACCORDINGLY SO THAT UPON
BY HAND.
8. UNLESS OTHERWISE NOTED, SEEDING METHOD NO.2 SHALL BE USED. SEEDING MAY BE DONE
BY THE RESIDENT.
DEPTH OF 2 INCHES. EROSION CONTROL MIX MAY BE USED IN THESE AREAS AS DETERMINED
CONSTRUCTED SIDE SLOPES NOT RECEIVING RIPRAP. LOAM SHALL BE PLACED TO A NOMINAL
7. LOAM, SEED, AND MULCH ARE TO BE PLACED ON DISTURBED LAWN AREAS AND ON NEWLY
FLATTER, OR AS DIRECTED BY THE RESIDENT.
6. ALL INSLOPE AND DITCHES IN CUT AREAS SHALL BE GRADED AS SHOWN ON THE TYPICALS OR
SAW CUT. PAYMENT SHALL BE INCIDENTAL TO THE 403 ITEMS.
5. ALL JOINTS BETWEEN EXISTING AND PROPOSED HOT BITUMINOUS PAVEMENT SHALL BE
RESIDENT.
ACTUAL LIMITS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE
4. CLEARING LIMIT LINES SHOWN ON THE PLANS ARE FOR ESTIMATING PURPOSES ONLY.
RIGHT OF WAY MAP.
3. FOR EASEMENTS, CONSTRUCTION LIMITS AND RIGHT OF WAY LINES, REFER TO THE
SPECIFIED IN THE SPECIAL PROVISIONS
2. DURING CONSTRUCTION, THE ROAD WILL BE CLOSED TO TRAFFIC FOR A TIME PERIOD
OTHERWISE STATED.
1. INVOLVED UTILITIES SHALL BE ADJUSTED BY THEIR RESPECTIVE OWNERS UNLESS
31.53’ RT
STA. 4+75
REMOVE EXISTING TWIN 4’ CMP
LIMIT OF WORK
STA. 4+18
LIMIT OF WORK
STA. 5+60
AS DIRECTED BY RESIDENT
EXISTING UNDERDRAIN
REMOVE APPROX 10’ OF
DOWNSTREAM COFFERDAM
APPROX. LOCATION OF
UPSTREAM COFFERDAM
APPROX. LOCATION OF
3+00
4+00 5+00
6+00
7+00
7+28
7+28
PO
B
=
ST
A.
3+
00.0
0P
C
=
ST
A.
3+
23.2
6
PC
C
=
ST
A.
4+
16.4
6
PT
=
ST
A.
5+
50.4
2
PC
=
ST
A.
6+
28.5
2
PT =
ST
A.
7+
27.7
0
E = 3.12’
T = 46.87’
L = 93.19’
R = 350.00’
PI = 3+70.14
CURVE DATA #1
E = 7.53’
T = 68.09’
L = 133.97’
R = 303.88’
PI = 4+84.55
CURVE DATA #2
E =
1.23’
T =
49.63
’
L =
99.18
’
R =
1000.00
’PI = 6
+78.15
CURVE DATA
#3
IPFIPF
IPF
IPF
IPF
IPF
24.60’ LT
STA. 4+79
4’ C
MP
3/4" D
IA R
OD
1" DIA R
OD
1/2" D
IA REB
AR PLS 2066
18" C
MP
3/4" D
IA R
OD PLS 2006
1" DIA IR
ON PIP
E
18" C
MP
3" P
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VARIES VARIES
5.00 11.00 11.00 3.00 2.00
VARIESVARIES
2:1 2:1
2" HMA SURFACE
4" HMA BASE
24" AGGREGATE SUBBASE COURSE - GRAVEL
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Scale in Feet
25 0 25 50
5 0 5 10
PROFILE
Horiz.
Vert.
Scale in Feet
PLAN
25 0 25 50
WIN
M.K
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MA
NN
T.W
HIT
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AY
2015
0
5
10
15
20
25
30
35
40
-5
0
5
10
15
20
25
30
35
40
-5
3+50 6+00
3+50 4+50 5+50 6+00
PROFILE
EL. 10.7
3
EL. 11.18
EL. 11.5
4
EL. 11.7
7
EL. 11.8
8
EL. 12.0
6
EL. 12.4
9
EL. 13.17
EL. 14.10
EL. 15.2
8
EL. 16.6
8
EL. 11.8
8
EL. 12.0
6
EL. 12.4
9
EL. 13.1
7
PVI =
ST
A. 4+0
3.3
5
ELE
V. =
11.7
9
PVI =
ST
A. 5+18.4
6
ELE
V. =
12.0
1
PVT =
ST
A. 5+8
7.5
8
ELE
V. =
15.9
7
G = 5.7
2%
V.C.L. = 55’
E = 0.384’
SD = 93’
V.C.L. = 92’
E = -0.212’
SD = 633’
V.C.L. = 138’
E = 0.956’
SD = 154’
GRANULAR BORROW
PAY LIMITS FOR
OPEN BOTTOM PRECASE CONCRETE BOX
PROP. 8’ SPAN BY 3’ RISE
OSHA STANDARDS (TYP.)
BACKSLOPING TO COMPLY WITH
COURSE - GRAVEL
AGGREGATE SUBBASE
25’-3"44’-8�"25’-0�"
BEGIN TRANSITION
MATCH EXISTING
STA 4+30
BEGIN PROJECT
END TRANSITION
STA 4+55
BEGIN TRANSITION
END PROJECT
STA 5+00
MATCH EXISTING
END TRANSITION
STA 5+25
4+00 5+00
4’ CMP
EXISTING TWIN
FOOTER DETAILS
SEE SHEET #7 FOR
4+00
5+00
6+00
PO
B
=
ST
A.
3+
00.0
0P
C
=
ST
A.
3+
23.2
6
PC
C
=
ST
A.
4+
16.4
6
PT
=
ST
A.
5+
50.4
2
PC
=
ST
A.
6+
28.5
2
E = 3.12’
T = 46.87’
L = 93.19’
R = 350.00’
PI = 3+70.14
CURVE DATA #1
E = 7.53’T = 68.09’L = 133.97’R = 303.88’
PI = 4+84.55CURVE DATA #2
E =
1.23’T
= 49.63
’L = 9
9.18’
R =
1000.00
’
PI =
6+78.15
CURVE DATA
#3
IPFIPF
IPF
IPF
IPF
BY
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SHEET NUMBER
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Flow
TYPICAL LONGITUDINAL SECTION
BO
X
CU
LV
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T
DE
TAIL
S
C LC
UL
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RT
BOX CULVERT PLAN
Flow
STRUCTURAL CONCRETE, AS APPLICABLE
SPECIFICATIONS AND SPECIAL PROVISION 534, PRECAST
UNITS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER’S
2. CONSTRUCTION, HANDLING, AND ASSEMBLY OF THE PRECAST
PRECAST UNITS.
AND TO AT LEAST 12 INCHES DOWN THE EXTERIOR SIDES OF
1. INSTALL STANDARD MEMBRANE WATERPROOFING OVER THE TOP
CULVERT NOTESCULVERT NOTES
TYPICAL BOX SECTION
WATERPROOFING MEMBRANE
BACKFILL WITH EXCAVATED MATERIAL (TYP.)
IN ACCORDANCE WITH OSHA REQUIREMENTS.
CONTRACTOR’S METHOD OF EXCAVATION
PAY LIMITS
GRANULAR BORROW
31.53’ RT
STA 4+75
24.60’ LT
STA 4+79
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GRADE: 3.77%
3’-0"
8’-0"
56’-0"
3’-0"
1’-0
" MIN.
GRANULAR BORROW
AGGREGATE SUBBASE COURSE - GRAVEL
RIPRAP SLOPE PROTECTION (TYP.)
4’-0"
4’-0"
AGGREGATE SUBBASE COURSE-GRAVELPROP. FINISHED GRADE
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PRECAST CONCRETE OPEN BOTTEM BOX CULVERT
8’ SPAN BY 3’ RISE
FOOTER DETAILS
SEE SHEET #7 FOR
FOOTER DETAILS
SEE SHEET #7 FOR
CONSTRUCT PER STANDARD DETAIL 606(20)
ELEV. = 5.58
ELEV. = 3.47
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FOOTING NOTES
prior to casting any footing concrete.
4H : 1V it shall be benched to create level steps, as directed by the Resident
8. Bedrock shall not slope more than 4H : 1V. If exposed bedrock slopes more than
7. Footings shall be backfilled with Granular Borrow to the limits shown on plans.
28-day compressive strength of 4000 psi.
6. All footing concrete shall be MaineDOT Class A concrete with a minimum
5. All reinforcing shall be ASTM A615, Grade 60 and shall be epoxy coated.
unless otherwise noted.
4. Reinforcing steel shall have a minimum concrete cover of 2 inches
to the placement of footing.
3. Exposed bedrock shall be cleared of any debris or loose rock prior
Drainage and Minor Structures.
12 inches. Excavation will be paid for under 206.07 Structural Rock Excavation -
2. Excavate bedrock to required elevations for a minimum footing thickness of
1. The maximum factored applied footing pressure is 6.8 ksf.
BY PRECAST CULVERT MANUFACTURER
1" SHIM OR AS RECOMMENDED
FOOTING DETAIL FOOTING REINFORCING DETAIL
2" = 1’-0" 2" = 1’-0"
AT 1’-0" O.C.
#5 BAR
(4)SP. @ 6" – = (5) #4 BARS
TOP CORNERS
ADDITIONAL #4 BARS
BOX LEG
ÉPRECAST
1’-0"1’-6"
4"1’-4"10"
2’-6"
1’-0
" MIN
4"
10"
3"
CLR.
1’-0" MIN FOOTING.
REQUIRED TO INSTALL
REMOVE LEDGE AS
TYPICAL SECTION
�" = 1’-0"
APPROVED GROUT.
GROUT KEY WITH MAINEDOT
CONCRETE RIGID FRAME
PROPOSED PRECAST
1’-0
" min
6"
2’-6"
EL. 3.47 @ OUTLET
EL. 5.58 @ INLET
T.O.F. VARIES
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Sta. 4+25.00 to Sta. 4+50.00
CL
CL
CL
EXIST.
STA. 4+25.00 0.02 RT.
EXIST.
STA. 4+25.0026.32 RT.
EXIST. 24",PINE,,
STA. 4+18.29
EXIST.
STA. 4+50.000.05 RT.
EXIST.
STA. 4+50.0011.88
-2:1 -14.0%
-13.1%
6.4%
13.32 LT.
12.75 LT.
INSTALL GR TYPE 3C (6 PANELS)
STA. 4+25 13’ LT TO STA. 5+00 13’ LT
GRAVEL TAPER DETAILS
SEE PLAN/PROFILE SHEET FOR
(2 PANELS, 40’ RADIUS)
INSTALL GR TY 3C - OVER 15’ RADIUS
STA. 4+50 27.1’ RT TO STA 4+70 15.5’ RT
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Sta. 4+75.00 to Sta. 5+00.00
CL
CL
CL
CL
CL
CL
EXIST.
STA. 4+75.85
EXIST.
STA. 4+81.28
EXIST.
STA. 4+75.00
-0.05 RT.
EXIST.
STA. 4+75.00
30.09 RT.
EXIST.
STA. 4+72.80
30.20 RT.
EXIST. 4’ CMP
STA. 4+76.32
31.67 RT.
EXIST. 18" CMP
STA. 4+77.92
EXIST.
STA. 4+75.85
EXIST.
STA. 4+81.28
EXIST.
STA. 4+79.00
-0.01 RT.
EXIST.
STA. 4+79.00
30.20 RT.
EXIST. 4’ CMP
STA. 4+76.32
31.67 RT.
EXIST. 18" CMP
STA. 4+77.92
EXIST.
STA. 5+00.00
0.03 RT.
EXIST.
STA. 5+00.00
12.06
-2:1
-14.0%-13.9%
7.3%-4.0%
-2:1
12.11
-2:1
-12.4%-14.0%
7.3%-4.0%
-2:1
12.49
-2:1
-4.0%-14.0%
6.8% -4.0% -2:1
20.28 LT. 19.99 LT.
13.17 LT.
20.28 LT. 19.99 LT.
13.30 LT.
13.11 LT.
REMOVE APPROX. 12’ OF UNDERDRAIN
STA. 4+75 RT. TO STA 4+87 RT.
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INSTALL GUARDRAIL TYPE 3C (2 PANELS)
STA. 4+70 15.5’ RT TO STA. 4+95 15.5’ RT
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INSTALL GR 350 FLARED TERMINAL
STA. 5+00 TO STA. 5+37.5
WIDEN SHOULDER FOR 350 FLARE
STA. 5+00 TO STA. 5+37.5
CONCRETE OPEN BOTTOM BOX CULVERT
INSTALL 8’ SPAN BY 3’ RISE PRECAST
STA 4+79 24.31’ LT TO STA 4+75 31.53’ RT
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Sta. 5+25.00 to Sta. 5+25.00
CLCL
0.04 RT.
EXIST.
STA. 5+25.0019.12 RT.
EXIST. 54/54
STA. 5+24.7513.17
-4.0%-13.2%
5.2% -4.0%
GRAVEL TAPER DETAILS
SEE PLAN/PROFILE SHEET FOR
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SHOULDER WIDENING FOR 350 FLARED
STA. 4+95 RT TO STA. 5+60 RT.
INSTALL GUARDRAIL 350 FLARED TERMINAL
STA. 4+95 15.5’ RT TO STA. 5+32.5 RT.
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01G
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01G
04
01G
03
01G
02
01G
01
3+00
4+00 5+00
6+00
7+00
7+28
7+28
PO
B
=
ST
A.
3+
00.0
0P
C
=
ST
A.
3+
23.2
6
PC
C
=
ST
A.
4+
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6
PT
=
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A.
5+
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2
PC
=
ST
A.
6+
28.5
2
PT =
ST
A.
7+
27.7
0
ZO
NE
LOVE COVE
WROUGHT PORTION (L.O.W.P.)
HIGHWAY PURPOSES WITHIN LIMITS OF
NOTE: PRESCRIPTIVE EASEMENT FOR
LIMITS O
F
PORTIO
N
WROUGHTPORTION
LIMITS OF
WROUGHT
LIMITS
OF
PORTION
WROUGHT
LIMITS
OF
PORTION
WROUGHTPORTION
OF
RO
UTE 27-H
ENDRIC
K HILL R
OAD
STATE AID
HIG
HW
AY NO. 1
TO
WES
T SO
UTH
PORT
TO SOUTHPORT
P.L.
LOVE’S COVE TRUSTSTEPHEN W. CONANT, TRUSTEEMARGARET CONANT REISER, TRUSTEEPETER A. CONANT, TRUSTEERICHARD W. CONANT, TRUSTEE
LOVE’S COVE TRUSTSTEPHEN W. CONANT, TRUSTEEMARGARET CONANT REISER, TRUSTEEPETER A. CONANT, TRUSTEERICHARD W. CONANT, TRUSTEE
LOVE’S COVE TRUSTSTEPHEN W. CONANT, TRUSTEEMARGARET CONANT REISER, TRUSTEEPETER A. CONANT, TRUSTEERICHARD W. CONANT, TRUSTEE
ROBERT W. BANNISTERKARYL M. BANNISTER
WRO
UG
HT
LIMITS
10’ R/
W
P.L.
35.0
0’
35.0
0’
35.0
0’
35.0
0’
18’*
19’*
P.L.
21’*
35.0
0’
35.0
0’
+75
+20
+67*
+70*
BEGIN B.L.END
B.L.
E = 3.12’
T = 46.87’
L = 93.20’
R = 350.00’
PI = 3+70.14
CURVE DATA #1
E = 7.53’
T = 68.09’
L = 133.96’
R = 303.88’
PI = 4+84.55CURVE DATA #2
P.L.
P.L.
+23*
23.26’
15’*
+18*
+21*+28*
+31*
8’*
35.0
0’
93.20’
133.96’
78.10’
118.53’
5’*
149.39’
89’*
39’*
LIMIT
S
LIMIT
S
CO
NSTRUCTIO
N
+51*160’*
147’*
84’*
64’*
ï »¿930î��
ï »¿0.05î �
ï »¿1200î��
ï »¿1095î��
ï »¿725î��
ï »¿545î��
ï »¿1655î��
ï »¿0.09î �
ï »¿220î��
REM. AREA = 5.33* AC.
TOTAL AREA = 5.4* AC. (DEED + CALC.)
TEMP. CONST. RIGHTS = 1655* S.F. (1)
TOTAL LAND TAKEN = 0.07* AC.
LAND TAKEN = 0.05* AC. (OTHER)
LAND TAKEN = 930* S.F. (PRESC. EASE.)
PARCEL NO. (1)
REM. AREA = 0.51* AC.
TOTAL AREA = 0.56* AC. (CALC.)
TEMP. CONST. RIGHTS = 220* S.F. (1)
TOTAL LAND TAKEN = 0.05* AC.
LAND TAKEN = 1095* S.F. (OTHER)
LAND TAKEN = 1200* S.F. (PRESC. EASE.)
PARCEL NO. (2)
REM. AREA = 4.77* AC.TOTAL AREA = 4.8* AC. (DEEDS)TEMP. CONST. RIGHTS = 0.10* AC. (1)TOTAL LAND TAKEN = 1270* S
.F.LAND TAKEN = 545* S.F. (OTHER)LAND TAKEN = 725* S.F. (PRESC. EASE.)PARCEL NO. (3)
REM. AREA = 0.45* AC.TOTAL AREA = 0.48* AC. (SURVEY)TEMP. CONST. RIGHTS = 0.09* AC. (1)TOTAL LAND TAKEN = 1460* S
.F.LAND TAKEN = 1070* S.F. (OTHER)LAND TAKEN = 390* S.F. (PRESC. EASE.)PARCEL NO. (4)
ï »¿390î��
ï »¿1070î��
13’*
+25
+45
60’*
74’*
TE
MP
OR
AR
Y
CONSTRUCTION
TE
MP
OR
AR
Y ï »¿0.10î �
31’*
6’*
UN
DE
RG
RO
UN
D
PO
WE
R
102.52’
79’*
GRID
2 RODS WIDE
MARCH 3, 1864
SOUTHPORT TOWN RECORDS
ROUTE 27
R/W REFERENCE
P.L.
15’*21’*
PATRICIA JOYCE PAQUETT, TRUSTEE OF PATRICIA JOYCE PAQUETT LIVING TRUST
ARTHUR LEON PAQUETT, TRUSTEE OF ARTHUR LEON PAQUETT LIVING TRUST
PLAN BOOK 50 PAGE 60
LINCOLN COUNTY REGISTRY OF DEEDS
8-10-1992
BY LEIGHTON & ASSOCIATES
RICHARD W. & JOHN A. CONANT
PROPERTY OF
STANDARD BOUNDARY SURVEY
PLAN BOOK 50 PAGE 60
LINCOLN COUNTY REGISTRY OF DEEDS
8-10-1992
BY LEIGHTON & ASSOCIATES
RICHARD W. & JOHN A. CONANT
PROPERTY OF
STANDARD BOUNDARY SURVEY
PLAN BOOK 7 PAGE 39
LINCOLN COUNTY REGISTRY OF DEEDS
5-1958
BY J.B. DOGGETT, SURVEYOR
RICHARD G. CONANT
PLAN OF PROPERTY
DO
WNSTRE
AM COFFERDA
M
APPROX. LO
CATIO
N OF
DO
WNSTRE
AM COFFERDA
M
APPROX. LO
CATIO
N OF
UPSTRE
AM COFFERDA
M
APPROX. LO
CATIO
N OF
2’*
PATRICIA JOYCE PAQUETT, TRUSTEE OF PATRICIA JOYCE PAQUETT LIVING TRUST
ARTHUR LEON PAQUETT, TRUSTEE OF ARTHUR LEON PAQUETT LIVING TRUST
IPFIPF
IPF
IPF
IPF
IPF
4’ C
MP
3/4" D
IA R
OD
1" DIA R
OD
1/2" D
IA REB
AR PLS 2066
18" C
MP
3/4" D
IA R
OD PLS 2006
1" DIA IR
ON PIP
E
18" C
MP
3" P
LASTIC
NO. GRANTOR INSTRUMENT DATE BOOK PAGE
COUNTY RECORDSHEET NUMBER
OFDATE
COMMISSIONER
CHIEF ENGINEER
REVISIONS
NO. DATE DESCRIPTION BY
SY
MB
OLS
(SE
PTIC T
AN
K)
WA
TE
R LIN
E
GA
S LIN
E
ELE
CT
RIC LIN
E
TE
LE
PH
ON
E LIN
E
SE
WE
R LIN
E
PR
OP
ER
TY LIN
E
EXIS
TIN
G RIG
HT O
F W
AY
CO
NT
RO
L O
F A
CC
ES
S
NE
W RIG
HT O
F W
AY
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
16 S
TA
TE H
OU
SE ST
ATIO
N - A
UG
UST
A, M
E 0
4333-0
016
NE
W R
OW W
ITHIN E
XIS
T.
RO
W
BM
GR
ADIN
G LIM
IT LIN
E
CO
NS
TR
UC
TIO
N LIM
IT LIN
E PL
(WE
LL)
(RO
W M
ON
UM
EN
T)
(TR
AV
ER
SE P
OIN
T)
ITE
MT
EC
HC
HE
CK
ED
BA
SE
MA
P
EXIS
T.
R/
W
PR
OP.
LIN
ES
AR
EA
S
RIGHT-OF-WAY MAP
WIN
SCALE 1"= 25’
PLAN FILED IN PLAN BOOK PAGE
HIG
HW
AY
Divisio
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HIG
HW
AY\
MS
TA\
011_
RW
PL
AN
1.d
gn
Userna
me:
Date:6/1/2
015
nic
holas.w.h
artle
y
S.T.
WW
GG
EE
TT
WE
LL
(IR
ON PIP
E or PIN F
OU
ND)
IPor
IPF
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N (
L.O.W.P.)
13
STATE PROJECT NO. 22548.00
SOUTHPORT
SO
UT
HP
OR
T
LINCOLN COUNTY
STATE AID HIGHWAY NO. 1
ROUTE 27\HENDRICK HILL ROAD
D.W.B.
D.W.B.
D.W.B.
DAVID BERNHARDT
JOYCE NOEL TAYLOR
SHEET 1 OF 1
P.N.S.
11
22548.00
OCTOBER 2014
D.O.T. FILE NO. 8-X
1/2" D
IA REB
AR PLS 13
23
ARR
OW
ARR
OW
306
55/55
24" P
INE
54/54
56/56
298
53/53
MA
G. 19
XX
Scale in Feet
PLAN
25 0 25 50
3+00
4+005+00
6+00
7+00
7+28
7+28
PO
B
=
ST
A.
3+
00.0
0
PC
=
ST
A.
3+
23.2
6
PC
C
=
ST
A.
4+
16.4
6
PT
=
ST
A.
5+
50.4
2
PC
=
ST
A.
6+
28.5
2
PT =
ST
A.
7+
27.7
0
E = 3.12’
T = 46.87’
L = 93.19’
R = 350.00’
PI = 3+70.14
CURVE DATA #1
E = 7.53’
T = 68.09’
L = 133.97’
R = 303.88’
PI = 4+84.55
CURVE DATA #2
E =
1.23’
T =
49.63’
L =
99.18’
R =
1000.00’
PI = 6
+78.15
CURVE DATA
#3
0
0
0
00
0
IPFIPF
IPF
IPF
IPF
IPF
5
5
5
5
55
5
5
10
10
10
10
10
10
10
HB-SCR-101
CASED WASH BORING
LEGEND
HB-SCR-102
0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
4+75.00
0
5
10
15
20
-5
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
CL
CL
EXIST.
STA. 4+75.85
EXIST.
STA. 4+81.28
EXIST.
STA. 4+75.00
-0.05 RT.
EXIST.
STA. 4+75.00
30.09 RT.
EXIST.
STA. 4+72.80
30.20 RT.
EXIST. 4’ CMP
STA. 4+76.32
31.67 RT.
EXIST. 18" CMP
STA. 4+77.92
12.06
-2:1
-14.0%
-13.9%7.3%
-4.0%
-2:1
20.28 LT. 19.99 LT.
13.17 LT.
ELEV. = 4.58
31.53 FT.
CONCRETE OPEN BOTTOM BOX CULVERT
INSTALL 8’ SPAN BY 4’ RISE PRECAST
STA 4+79 24.31’ LT TO STA 4+75 31.53’ RT
REMOVE APPROX. 12’ OF UNDERDRAIN
STA. 4+75 RT. TO STA 4+87 RT.
INSTALL GUARDRAIL TYPE 3C (2 PANELS)
STA. 4+70 15.5’ RT TO STA. 4+95 15.5’ RT
BOE
BOE
HB-S
CR-102
HB-S
CR-101
Sta. 4
+91
Sta. 4
+62
0
SCALE
105HORIZ 5
1050VERT 5
CROSS SECTIONBoring No.
Strata Interface
for Rock Core SampleRock Quality Designation
RQD=
Offset, if sh
own
BOE= Bottom Of Exploration
Pavement Thickness if applicable
LEGEND
Boring
Top of Intack Bedrock
Weathered ROCK
Sandy GRAVEL, little silt.
Brown, damp, medium dense,
slightly weathered.
milky white tan, PEGMATITE, fresh to
Both Bedrock R1s: Bedrock: Very hard,RQD=70%
RQD=90%
Note:
trends in subsurface conditions. The boundaries between strata
are approximate and idealized, and have been developed by
interpretations of widely spaced explorations and samples.
Actual soil transitions may vary and are probably more erratic.
For more specific information refer to the exploration logs.
This generalized interpretive soil cross section is intended to convey
SHEET NUMBER
OF
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
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
HIG
HW
AY
Divisio
n:
Filena
me:...\
MS
TA\
012
_Geopla
n
& IS
CS
1.d
gn
Userna
me:
Date:6/1/2
015
nic
holas.w.h
artle
y
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
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
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
__
__
_
022548.0
0
22548.0
0
SO
UT
HP
OR
T
RO
UT
E
27
__
__
__
__
__
__
__
__
__
__
__
__
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__
__
__
__
__
__
__
__
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__
__
__
__
__
__
__
__
__
__
__
N
HA
RT
LE
Y_
__
__
__
__
__
_
M.K
IRK
MA
NN
T.W
HIT
E
__
__
__
__
__
__
__
__
__
__
__
__
MA
Y
2015
__
__
__
S
SMIT
H
SU
BS
UR
FA
CE
CR
OS
S
SE
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N
GE
OP
LA
N
& IN
TE
RP
RE
TIV
E
1213
15
15
15
15
Filena
me:
Userna
me:
Date:
ST
AT
E O
F M
AIN
E
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
RE
GIO
N 2
D.M.H
anks
DETOUR
AHEAD
ROAD
CLOSED
July 2
014
ROAD
CLOSED
500 FT.
ROAD
CLOSED
1000 FT.
1
ROAD
CLOSED
ROAD
CLOSED
2
3
4
5
6
7ROAD CLOSED
MILE AHEAD
LOCAL TRAFFIC ONLY
DETOUR
DETOUR
END8
9
10
11
ROAD
CLOSED
MILE21
OUTLET
NO
12
1 MILE
ROAD CLOSED
1 MILE EAST
13
ROAD CLOSED
X
14MILES AHEAD
ROAD CLOSED
3 MILES EAST
15
NOT TO SCALE
SHEET NUMBER
OF
DE
SIG
N-
DE
TAIL
ED
N
HA
RT
LE
Y
PR
OJ.
MA
NA
GE
R
DE
SIG
N2-
DE
TAIL
ED
2
13
°%
23827
1617
16
X
12
3
2
10
10
2
3
ROAD CLOSED
MILE AHEAD
LOCAL TRAFFIC ONLY
DETOUR
X
17
1
1
6
8
11
5
8
22548.0
0
SO
UT
HP
OR
T
RO
UT
E 2
7 D
ET
OU
R
22548.0
0
13
DETOUR
27
DETOUR
27
DETOUR
27
DETOUR
27
DETOUR
27
14
S
SMIT
H
5
1. COVER ALL CONFLICTING ROUTE SIGNS
DETOUR NOTES:
9
