LONGITUDINAL PRECAST CONCRETE BOX CULVERT SECTION
19
Transcript of LONGITUDINAL PRECAST CONCRETE BOX CULVERT SECTION
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GENERAL NOTES CONSTRUCTION NOTES
CL
CL
2.0' 5.0' 12.0' 12.0' 8.0' 2.0'
TYPICAL SECTION
24" AGGREGATE SUBBASE COURSE GRAVEL
GUARDRAIL POSTS (8.0')GUARDRAIL POSTS (8.0')
2" DIRTY BORROW, SEED AND MULCH
2" DIRTY BORROW, SEED AND MULCH
NOT TO SCALE
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2:1 (OR FLATTER)
PROFILE GRADE
SLOPESCROSS
VARIABLE
ENVIRONMENTAL NOTE
4.5" HMA
EXISTING GROUND
- STA. 14+25 RT
9. 606.754 WIDEN SHOULDER FOR GUARDRAIL 350 FLARED TERMINAL
- STA. 19+01.25 - 19+38.75 LT
- STA. 19+06.25 - 19+43.75 RT
- STA. 14+25 - 14+62.5 RT
8. 606.1307 31" W-BEAM GUARDRAIL - MID-WAY SPLICE - FLARED TERMINAL
- STA. 16+45 - 16+95 LT
7. 606.1306 31" W-BEAM GUARDRAIL - MID-WAY SPLICE - TANGENT TERMINAL
- STA. 16+95 - 19+01.25' LT OFFSET 17'
- STA. 14+62.5 - 19+06.25' OFFSET 20'
6. 606.1301 - 31" W-BEAM GUARDRAIL - MID-WAY SPLICE
- STA. 17+04 RT
- STA. 16+97.5 RT
INCIDENTAL TO THE 606 PAY ITEMS.
5. TWO GUARDRAIL POSTS SHALL BE 6'-0" IN LENGTH AND INSTALLED ABOVE THE CONCRETE BOX CULVERT. THIS ITEM SHALL BE
- STA. 17+06.5 LT
- STA. 17+00 LT
DETAILS. ITEMS WILL BE CONSIDERED INCIDENTAL TO THE 606 PAY ITEMS.
4. TWO GAURDRAIL POSTS SHALL BE BOLTED TO THE TOP OF THE CONCRETE BOX CULVERT IN ACCORDANCE WITH SHEET 7 - GUARDRAIL
- ROCK EXCAVATION BELOW SUBGRADE WILL BE PAID UNDER ITEM 206.07
- REMOVAL OF EXISTING DRAINAGE
- STRUCTURAL EARTH EXCAVATION BELOW SUBGRADE
HAULED AND STOCKPILED AT THE SHIRLEY MAINTENANCE CAMP.
THEY ARE LOCATED 2' BELOW SURFACE AND ARE ORIENTED PARALLEL WITH THE ROADWAY. THESE MATS SHALL BE
- REMOVAL, HAULING AND STOCKPILING OF ENVIRONMENTAL MATS AT STA. 17+00. THE 6 EXISTING MATS ARE 4" x 12" x 16'.
- THE FOLLOWING ARE CONSIDERED INCIDENTAL TO THIS ITEM:
3. 534.7101 PRECAST CONCRETE BOX CULVERT - STATE SUPPLIED
- STA. 21+50
- STA. 15+50
2. 202.203 PAVEMENT BUTT JOINTS
NO ADDITIONAL PAYMENT WILL BE MADE FOR THIS WORK.
CONTRACTOR SHALL REUSE THIS MATERIAL ON SITE. IT MAY BE USED IN PLACE OF DIRTY BORROW AS DIRECTED BY THE RESIDENT.
1. DREDGE MATERIAL HAS BEEN CALCULATED TO BE APPROXIMATELY 45CY. THIS IS INCLUDED FOR ESTIMATION PURPOSES ONLY. THE
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BEING PAID FOR UNDER THE EQUIPMENT RENTAL ITEMS.
13. NO SEPARATE PAYMENT FOR SUPERINTENDENT OR FOREMAN WILL BE MADE FOR THE SUPERVISION OF EQUIPMENT AND LAYOUT OF WORK
INCIDENTAL TO THE RELATED DRAINAGE ITEMS.
CONTRACTOR'S CONVENIENCE OR TO COMPLY WITH BACKSLOPING REQUIREMENTS WILL NOT BE PAID FOR DIRECTLY BUT WILL BE CONSIDERED
REPRESENT THE APPROXIMATE MINIMUM QUANTITY REQUIRED TO INSTALL DRAINAGE STRUCTURES. ADDITIONAL EXCAVATION FOR THE
12. ESTIMATED QUANTITIES FOR REQUIRED STRUCTURAL EARTH EXCAVATION, DRAINAGE AND MINOR STRUCTURES ARE INFORMATIONAL ONLY AND
RENTAL AREAS.
11. AREAS REQUIRING FILL ON THE PROJECT WILL COME FROM SUITABLE EXCAVATION FROM EXCAVATION, DITCH AND INSLOPE OR EQUIPMENT
LOCATIONS.
COLLECTED AT DISCRETE LOCATIONS. DATA PROVIDED MAY NOT BE REPRESENTATIVE OF THE SUBSURFACE CONDITIONS BETWEEN BORING
INFORMATION. THE BORING LOGS PROVIDED IN THE BID DOCUMENTS (IF ANY) PRESENT FACTUAL AND INTERPRETIVE SUBSURFACE INFORMATION
CONSTRUCTION SITE. MAINEDOT WILL NOT BE RESPONSIBLE FOR ANY INTERPRETATIONS OR CONCLUSION DRAWN FROM THE GEOTECHNICAL
GIVEN THAT THE INFORMATION OR INTERPRETATIONS WILL BE REPRESENTATIVE OF THE ACTUAL SUBSURFACE CONDITIONS THROUGHOUT THE
10. GEOTECHNICAL INFORMATION FURNISHED OR REFERRED TO IN THE BID DOCUMENTS IS FOR THE USE OF THE BIDDERS. NO ASSURANCE IS
2019 CAN BE ACCESSED AT THE MAINEDOT WEBSITE HTTP://WWW.MAINE.GOV/MDOT/CONTRACTORS/.
9. THE PROJECT GEOTECHNICAL REPORT TITLED Geotechnical Design Report for the Construction of Spectacle Pond Bridge, Soils Report 2019-23, May 23,
EXPENSE.
SATISFACTION OF THE RESIDENT. ALL WORK, EQUIPMENT, AND MATERIALS REQUIRED TO MAKE REPAIRS SHALL BE AT THE CONTRACTOR'S
8. ANY DAMAGE TO THE SLOPES CAUSED BY THE CONTRACTOR'S EQUIPMENT, PERSONNEL, OR OPERATION SHALL BE REPAIRED TO THE
BORROW SHALL BE AS NOTED ON THE PLANS OR DESIGNATED BY THE RESIDENT.
7. DIRTY BORROW HAS BEEN ESTIMATED FOR ALL DISTURBED SLOPE AREAS OTHER THAN LAWN AREAS. ACTUAL PLACEMENT OF THE DIRTY
6. TWO REFLECTORIZED FLEXIBLE G.R. MARKERS (ITEM 606.353) WILL BE INSTALLED AT EACH GUARDRAIL END.
INCIDENTAL TO THE GUARDRAIL ITEMS.
5. ALL EXISTING GUARDRAIL SHALL BE REMOVED AND BECOME PROPERTY OF THE CONTRACTOR. REMOVAL AND DISPOSAL SHALL BE CONSIDERED
4. GUARDRAIL END TREATMENTS SHALL BE INSTALLED CONCURRENTLY WITH THE PLACEMENT OF EACH SECTION OF BEAM GUARDRAIL.
TRAVELED WAY.
3. WHEN SUPER ELEVATION EXCEEDS THE SLOPE OF THE LOW SIDE SHOULDER, THE SHOULDER PAVEMENT WILL HAVE SAME SLOPE AS THE
THE RESIDENT. GRADING, SEEDING AND MULCHING OF WASTE AREAS SHALL BE CONSIDERED INCIDENTAL.
2. ALL WASTE MATERIAL NOT USED ON THE PROJECT SHALL BE DISPOSED OF OFF THE PROJECT IN ACCEPTABLE WASTE AREAS REVIEWED BY
CLEARING SHALL BE ESTABLISHED IN THE FIELD BY THE CONTRACTOR AS INDICATED ON THE PLANS AND APPROVED BY THE RESIDENT.
1. ALL CLEARING SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO SEPARATE PAYMENT WILL BE MADE. THE ACTUAL LINES FOR
DEPARTMENT OF ENVIRONMENTAL PROTECTION AT 800-482-0777. WORK MAY ONLY CONTINUE WITH AUTHORIZATION FROM THE RESIDENT.
THE SENIOR GEOLOGIST IN MAINE DEPARTMENT OF TRANSPORTATION (MAINEDOT) ENVIRONMENTAL OFFICE AT 207-624-3100 AND THE MAINE
SECURE THE EXCAVATION, STOP WORK IN THE CONTAMINATED AREA, AND IMMEDIATELY NOTIFY THE RESIDENT. THE RESIDENT SHALL CONTACT
EVIDENCE OF CONTAMINATION. IF THE CONTRACTOR ENCOUNTERS EVIDENCE OF SOIL OR GROUNDWATER CONTAMINATION, THE CONTRACTOR SHALL
ASSOCIATED WITH WORKING NEAR PETROLEUM-IMPACTED SOILS. FURTHERMORE, THE CONTRACTOR SHALL REMAIN ALERT FOR ANY ADDITIONAL
MDEP'S FINDINGS, THE CONTRACTOR SHALL EMPLOY APPROPRIATE HEALTH AND SAFETY MEASURES TO PROTECT ITS WORKERS AGAINST HAZARDS
THE IMMEDIATE AREAS OF ANY EXCAVATION PROPOSED BY THE MAINE DEPARTMENT OF TRANSPORTATION (MAINEDOT). HOWEVER, IN LIGHT OF
SATISFACTION. BASED ON THE SCOPE OF WORK PRESENTED, AVAILABLE DATA SUGGESTS THAT THESE RELEASES MAY ONLY BE ADJACENT TO
THE PROJECT. IN PARTICULAR, RELEASES INVOLVING VEHICLE ACCIDENTS. THESE SPILLS HAVE BEEN CLEANED UP TO THE MDEP'S
1. THE MAINE DEPARTMENT OF ENVIRONMENTAL PROTECTION (MDEP) HAS REPORTED RELEASES INVOLVING PETROLEUM PRODUCTS ADJACENT TO
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2"
MIN.
PRECAST CONCRETE TOE WALL DETAIL
CL CONSTRUCTION
C L
11'-0" 1'-0
" (T
YP.)
2'-0"
1'-0"
1'-6
"
CULVERT NOTES
PRODUCT LIST
MAINEDOT QUALIFIED
CEMENTIOUS MATERIAL FROM
2•" PVC SLEEVE WITH
NOT TO SCALE
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PRECAST CONCRETE BOX CULVERT PLAN
LONGITUDINAL PRECAST CONCRETE BOX CULVERT SECTION
TYPICAL PRECAST CONCRETE BOX CULVERT SECTION
0'-6"
12" OC SPACING
#8 REBAR AT
1. TOE WALL REINFORCING PER FABRICATOR
TOE WALL NOTES
BO
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FlowSLOPE = 0.0%
CL CL
-4:1
-2:1
RIPRAP APRON
FOR UNDERWATER BACKFILL
GRANULAR BORROW MATERIAL RIPRAP APRON
ELEV. = 1160.50
-38.93 FT.
ELEV. = 1160.50
42.04 FT.
SEE DETAIL
TOE WALL (TYP.)
BACKFILL WITH EXCAVATED MATERIAL (TYP.)
IN ACCORDANCE WITH OSHA REQUIREMENTS.
CONTRACTOR'S METHOD OF EXCAVATION
1'-0
"
WATERPROOFING MEMBRANE
HOT MIX ASPHALT
PROPOSED FINISH GRADE
GRANULAR BORROW
1'-6", TYP.
11" T
YP.
1' 0"
MIN.
GRANULAR BORROW
PAY LIMITS FOR
AGGREGATE SUBBASE COURSE - GRAVEL
CL
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78'-0"
PRECAST CONCRETE BOX CULVERT
11' SPAN x 5' RISE x 78' LONG
SLE
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11 - 2•
" P
VC
SKEWED 6° AHEAD LEFT
PRECAST CONCRETE BOX CULVERT
11' SPAN x 5' RISE x 78' LONG
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2'-0"
1'-0
"
10'-0" (TYP.)
2'-0" (T
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RIPRAP
RIPRAP
1'-0
"
1'-6
"
CONSTRUCTION OF THE CULVERTIN THE DRY.
6. COFFERDAMS ARE TO BE PLACED AT THE DOWNSTREAM AND UPSTREAM ENDS OF THE CULVERT TO ALLOW
CROSS SECTIONS FOR FOR LOCATIONS.
5. RIPRAP WILL BE USED TO INSLOPE AROUND THE CULVERT ENDS AT BOTH THE INLET AND OUTLET. SEE PLAN AND
MATERIAL MEETING THE REQUIREMENTS FOR UNDERWATER BACKFILL.
4. THE PRECAST CONCRETE BOX CULVERT SHALL BE BEDDED ON A 1-FOOT LAYER OF COMPACTED GRANULAR BORROW
IN THE CENTER OF THE CONSTRUCTED CULVERT.
3. THE PRECAST CULVERT BOX SECTIONS SHALL BE ASSEMBLED SUCH THAT ANY SHORTER LENGTH SECTION SHALL BE
MANUFACTURER'S SPECIFICATIONS AS APPLICABLE.
2. CONSTRUCTION, HANDLING, AND ASSEMBLY OF THE PRECAST UNITS SHALL BE IN ACCORDANCE WITH THE
SIDES OF PRECAST UNITS.
1. INSTALL STANDARD MEMBRANE WATERPROOFING OVER THE TOP AND TO AT LEAST 12 INCHES DOWN THE EXTERIOR
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NOT TO SCALE
LONGITUDINAL PRECAST CONCRETE BOX CULVERT SECTION
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NOT TO SCALE NOT TO SCALE
12"
17+00
CL
BOLTED GUARDRAIL NOTES
TOP MOUNTED GUARDRAIL SYSTEM
6' POSTS REQUIRED ABOVE BOX CULVERT
BASE PLATE
12"
9"
9"
12"
31"
26"
TOP-MOUNTED GUARDRAIL SYSTEM
W6x9 @ 75" O.C.
1"
1/4
PLAN VIEW
19.05'
4.18'
2.60'
18.39'
HAS-E 7/8" dia. x 8" length
INCIDENTAL TO THE 606 PAY ITEMS.
7. ALL WORK AND MATERIALS ASSOCIATED WITH THE TOP MOUONTED GUARDRAIL POSTS SHALL BE CONSIDERED
SNUG FIT AND GIVEN AN ADDITIONAL „TURN.
6. ANCHOR BOLTS SHALL BE SET WITH A TEMPLATE. NUTS SECURING THE POST BASE SHALL BE TIGHTENED TO A
5. POSTS MAY BE CUT TO LENGTH AND DRILLED IN THE FIELD.
QUALIFIED PRODUCTS LIST.
ANCHORS, ACCORDING TO MANUFACTURER'S SPECIFICATIONS. FOR APPROVED EPOXIES REFER TO THE MaineDOT
4. POSTS SHALL BE SHOP WELDED TO THE BASEPLATES AND MOUNTED TO THE CULVERT SLAB WITH FOUR EPOXY
INSTALLING THE W-BEAM RAIL.
3. PAVEMENT AROUND THE TOP MOUNTED POSTS SHALL BE COMPACTED WITH A PLATE COMPACTOR PRIOR TO
2. BOLTED POSTS AND MATERIALS SHALL BE INSTALLED PRIOR TO BACKFILLING THE CONCRETE BOX CULVERT.
SPECIFICATIONS, AS APPLICABLE.
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE PROVISIONS OF SECTION 606 GUARDRAIL OF THE STANDARD NOT TO SCALE
BASE PLATE
12" x 12" x 7/8"
1/8" PAD
15866
05/29/2019
1160
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1165
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1170
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CUR
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UN
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MP PIP
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OT
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BASED
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WATER FLO
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DIA C
MP B
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APPR
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SPECT
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DIA C
MP PIP
E FULL OF DEBRIS
JOIN
T 846/94
GO
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CATIO
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OP
OF PIP
E
UN
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N
DIA PIP
E LO
CATIO
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APPR
OX. PIP
E N
OT
VISIB
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OT
40 IN
DIA PIP
E ALL PIP
ES
APPEAR SLIG
HTLY FLATTENED
LO
CATIO
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36 IN
DIA C
MP
MET
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OST
MET
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SPECT
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PAST BEAVER
ACTIVIT
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NOTIC
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T 848/96
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STA. 13+50
LIMITS OF WORK
STA. 16+00
BEGIN GRAVEL TAPER
STA. 16+50
END GRAVEL TAPER
BEGIN PROJECTSTA. 17+50
BEGIN GRAVEL TAPER
END PROJECTSTA. 18+00
END GRAVEL TAPER
SKEWED 6°
STA. 17+02
PRECAST CONCRETE BOX CULVERT
11' SPAN x 5' RISE x 78' LONG
RIPRAP APRON
RIPRAP APRON
REMOVE 3 EXISTING 36" CMPs
GRAVEL PARKING AREA
GRADE AND PAVE EXISTING
SEE SHEETS 15-18 FOR DETAILS
AS DIRECTED BY THE RESIDENT
CONSTRUCT BOAT RAMP
STA. 14+62.5 - STA. 19+12.5
REPLACE WITH 31" MIDWAY SPLICE RAIL
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Scale of Feet
25 0 25 50
5 0 5 10
PROFILE
Horiz.
Vert.
Scale of Feet
PLAN
25 0 25 50
19
0+00
1+
00
1+
42
1+
42
PC
=
ST
A.
0+
00.0
0
PT = STA.
0+42.48
POE = STA.
1+41.98
E = 4.37'
T = 22.36'
L = 42.48'
R = 55.00'
PI = 0+22.36
CURVE D
ATA #1
14+00
15+00
16+00 17+00
18+00
PC
=
ST
A.
15
+51.4
5
PC
C
=
ST
A. 16
+96.78
E = 2.30'
T = 72.76'
L = 145.33'
R = 1150.00'
PI = 16+24.21
CURVE DATA #2
E =
33.53'
T =
208.2
6'
L =
402.2
7'
R =
630.0
0'PI
= 19
+05.04
CURVE DATA
#3
+20
TEMP.
LIMITS0.28î€
+50
+70
TEMP.
CONST.
LIMITS1500* S.F.
0.08î€
TEMP.
CONST.
LIMIT
S
BEGIN B.L.
251.45'
353.22'
S 40°16'40.2" E
FISHERIES AND WILDLIFE
DEPARTMENT OF INLAND
STATE OF MAINE
+20
+43
TOTAL AREA = 1.3* AC. (DEED)
TEMP. CONST. RIGHTS = 0.13* AC. (4)
DRAINAGE EASE. = (1)
ITEM NO. (1)
EUGENE V. HERSON
WARRENA G. HERSON
LARNED LOUISE DELANO
TO SHIRLEY
STA 17+00 RT.
INLET DRAINAGE STRUCTURE
SPECTACLE POND
SPECTACLE POND
145.33'
+50
TEMP. CONST.
LTS.
270
P.L.
ROUTES 6&15 / STATE HIGHWAY "37"
1150
1155
1160
1165
1170
1175
1180
1185
1190
11951195
1150
1155
1160
1165
1170
1175
1180
1185
1190
11951195
13+50 14+50 15+50 16+50 17+50 18+50
13+50 14+50 15+50 16+50 17+50 18+50
PROFILE
LOW POINT = STA. 15+88.63
ELEV. = 1169.14
V.C.L. = 488'
E = 2.820'
SD = 461'
STA. 16+00
BEGIN GRAVEL TAPER
STA. 17+50
BEGIN GRAVEL TAPER
END PROJECT
STA. 16+50
END GRAVEL TAPER
BEGIN PROJECT
COARSE GRAVEL
24" AGGREGATE SUBBASE
SKEW 6° AHEAD LEFT
STA. 17+02
PRECAST CONCRETE BOX CULVERT
PROPOSED 11' SPAN x 5' RISE x 78' LONG
ELEV. 1160.50 FT.
STA. 17+02.00
TO BE REMOVED
3 EXISTING 36" DIA. x 76' LONG CMPS
STA. 18+00
END GRAVEL TAPER
ELEV. = 1169.14
STA. 13+50
LIMITS OF WORK
EL. 1171.69
EL. 1171.28
EL. 1170.8
3
EL. 1170.4
1
EL. 1170.0
5
EL. 1169.7
5
EL. 1169.5
2
EL. 1169.3
3
EL. 1169.2
1
EL. 1169.15
EL. 1169.15
EL. 1169.2
1
EL. 1169.3
2
EL. 1169.5
0
EL. 1169.7
3
EL. 1170.0
2
EL. 1170.3
8
EL. 1170.7
9
EL. 1171.26
EL. 1171.79
EL. 1172.3
8
EL. 1169.1
5
EL. 1169.2
1
EL. 1169.3
2
EL. 1169.5
0
EL. 1169.7
3
EL. 1170.0
2
EL. 1170.3
8
EL. 1170.7
9
EL. 1171.2
6
PROFILE GRADE
STA. 15+50
BEGIN 1.5" WEARING COURSE
4.5" HMA
EXISTING GROUND
1170
1175
1175
1180
RIPRAP
JOINT 8
43
UNKNOWN CMP P
IPE NOT VISI
BLE APPROX L
OCATION ONLY BASED ON WATER FLOW
RIP RAP
54" CMP
GRAVEL
DIRT DRIVE
40 IN DIA
PIPE ALL P
IPES APPEAR SLIGHTLY F
LATTENED
54" CMP
RIP RAP
LEFT CURVE
LEFT CURVE
JOINT 8
44/92
12 IN T
O 24 IN
DIA ROCK
12 IN T
O 24 IN
DIA ROCK
DE
SIG
N-
DE
TAIL
ED
BY
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MA
NA
GE
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SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
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1
RE
VISIO
NS
2
RE
VISIO
NS
3
RE
VISIO
NS
4
CH
EC
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D-
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Date:5/2
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019
lindsey.j.k
andik
o
OF
DE
SIG
N2-
DE
TAIL
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DE
SIG
N3-
DE
TAIL
ED
3
WIN
HIG
HW
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LA
NS
ST
AT
E O
F M
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DE
PA
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ME
NT O
F T
RA
NSP
OR
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SIG
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TU
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P.E.
NU
MB
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STA. 21+50
LIMITS OF WORK
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0
MO
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RO
UT
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6\
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G.
WHIT
TIN
GT
ON
7
PL
AN/P
RO
FIL
E
Scale of Feet
25 0 25 50
5 0 5 10
PROFILE
Horiz.
Vert.
Scale of Feet
PLAN
25 0 25 50
19
19+00
20+00
21+00
22+0022+04
22+04
PC
C
=
ST
A.
20
+99.0
5
PT
=
ST
A.
22
+03.6
0
E = 33.53'
T = 208.26'
L = 402.27'
R = 630.00'
PI = 19+05.04
CURVE DATA #3E =
1.37'T =
52.32'L =
104.55'R =
1000.0
0'
PI = 21
+51.37CURVE DATA #4
TEMP.
CONST.LIMTS
700
+50
END B.L.
FISHERIES AND WILDLIFE
DEPARTMENT O
F INLAND
STATE OF M
AINE
TO ELLIOTSVILLE ROAD
+50
CONST. LTS.
1165
1170
1175
1180
1185
1190
1195
1200
1205
12101210
1165
1170
1175
1180
1185
1190
1195
1200
1205
12101210
18+50 19+50 20+50 21+50 22+00
18+50 19+50 20+50 21+50 22+00
PROFILE
G = 3.88
%
G = 4.55
%
V.C.L. = 488'
E = 2.820'
SD = 461'
STA. 21+50
LIMITS OF WORK
EL. 1172.3
8
EL. 1173.0
3
EL. 1173.7
5
EL. 1174.5
7
EL. 1175.4
7
EL. 1176.4
4
EL. 1177.4
1
EL. 1178.3
8
EL. 1179.3
5
EL. 1180.3
5
EL. 1181.41
EL. 1182.5
1
EL. 1183.6
5
EL. 1184.7
8
EL. 1185.9
2
STA. 21+50
END 1.5" WEARING COURSE
EXISTING GROUND
HIG
HW
AY
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Filena
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Date:5/2
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019
lindsey.j.k
andik
o
DE
SIG
N-
DE
TAIL
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BY
DA
TE
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
WIN
HIG
HW
AY P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
CR
OS
S
SE
CTIO
NS
1155
1160
1165
1170
1175
1180
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
13+50.00
1155
1160
1165
1170
1175
1180
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
1155
1160
1165
1170
1175
1180
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
14+00.00
1155
1160
1165
1170
1175
1180
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
1155
1160
1165
1170
1175
1180
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
14+50.00
1155
1160
1165
1170
1175
1180
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
Sta. 13+50.00 to Sta. 14+50.00
CL
CL
CLCL
CL
CL
21.30
STA. 14+50.00
Exist
-4:1
-2:1
STA. 14+62.5 - STA. 19+06.25
REPLACE WITH 31" MIDWAY SPLICE RAIL
STA. 14+25 - STA. 17+60
REMOVE EXISTING W-BEAM RAIL
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MO
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RO
UT
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2019
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ON
STA. 13+55 - STA. 14+62.5 RT
BUILD WIDENING FOR FLARED TERMINAL
HIG
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Date:5/2
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019
lindsey.j.k
andik
o
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
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
WIN
HIG
HW
AY P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
CR
OS
S
SE
CTIO
NS
1155
1160
1165
1170
1175
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
15+00.00
1155
1160
1165
1170
1175
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
1155
1160
1165
1170
1175
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
15+50.00
1155
1160
1165
1170
1175
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
1155
1160
1165
1170
1175
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
16+00.00
1155
1160
1165
1170
1175
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
Sta. 15+00.00 to Sta. 16+00.00
CL
CL
CL
CLCL
1169.21
1169.15
-5.5%1.8% -3.5%
MATCH EXISTING
MATCH EXISTING
8.0%STA. 15+60 - STA. 16+70
AS DIRECTED BY THE RESIDENT
GRADE AND PAVE EXISTING GRAVEL PARKING AREA
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MO
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RO
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6\
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WHIT
TIN
GT
ON
BEGIN GRAVEL TAPER AND BASE HMA
STA. 15+50 - STA. 21+50
BEGIN 1.5" WEARING COURSE
919
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Date:5/2
8/2
019
lindsey.j.k
andik
o
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
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
WIN
HIG
HW
AY P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
CR
OS
S
SE
CTIO
NS
1155
1160
1165
1170
1175
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
16+50.00
1155
1160
1165
1170
1175
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
1150
1155
1160
1165
1170
1175
1180
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
1150
1155
1160
1165
1170
1175
1180
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
1155
1160
1165
1170
1175
1180
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
17+50.00
1155
1160
1165
1170
1175
1180
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
Sta. 16+50.00 to Sta. 17+50.00
CL
CLCL
CL
CL
CL
1169.32
-8.0%-6.0%
-2:1
1169.73
-8.1%-6.1%
6.1%
-2:1
1170.38
-3:1
-8.0%
8.0%
3:1
-2.0%
-2.1%
-8.0%
AS DIRECTED BY THE RESIDENT
GRADE AND PAVE EXISTING GRAVEL PARKING AREA
SEE PLAN SHEETS 15-18
AS DIRECTED BY THE RESIDENT
BUILD GRAVEL BOAT RAMPEND GRAVEL TAPER
CLCLCL CL
RIPRAP APRON
FOR UNDERWATER BACKFILL
GRANULAR BORROW MATERIAL
Flow SLOPE = 0.0%
ELEV. = 1160.50
42.04 FT.
SEE CULVERT DETAILS
CONSTRUCT CULVERT
RIPRAP APRON
ELEV. = 1160.50
-35.9400 FT.
SKEWED 6° AHEAD LEFT
PRECAST CONCRETE BOX CULVERT
11' SPAN x 5' RISE x 78' LONG
SKEWED 6° AHEAD LEFT
17+00.00
-2.0%
BEGIN GRAVEL TAPER
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ON
6' POSTS SHALL BE USED ABOVE THE BOX CULVERT
SEE GUARDRAIL DETAILS
THE TOP OF THE BOX CULVERT
POSTS SHALL BE BOLTED TO
RIPRAP RIPRAP
6.0%
1019
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Divisio
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011_
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Date:5/2
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019
lindsey.j.k
andik
o
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
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
WIN
HIG
HW
AY P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
CR
OS
S
SE
CTIO
NS
1150
1155
1160
1165
1170
1175
1180
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
18+00.00
1150
1155
1160
1165
1170
1175
1180
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
1155
1160
1165
1170
1175
1180
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
18+50.00
1155
1160
1165
1170
1175
1180
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
Sta. 18+00.00 to Sta. 18+50.00
CLCL
CL
CL
1171.26
-5:1-10.0%
-8.5%6.1%
1172.38
-13.7%-10.0%
-9.6%-6.9%
-4:1
-2.0%MATCH EXISTING
-2.0%MATCH EXISTING
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WIN 2
2930.0
0
MO
NS
ON
RO
UT
E
6\
15
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JU
N
2018
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ON
END GRAVEL TAPER AND BASE HMA
1119
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Filena
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004.d
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Date:5/2
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019
lindsey.j.k
andik
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SIG
N-
DE
TAIL
ED
BY
DA
TE
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
WIN
HIG
HW
AY P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
CR
OS
S
SE
CTIO
NS
1155
1160
1165
1170
1175
1180
1185
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
19+00.00
1155
1160
1165
1170
1175
1180
1185
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
1160
1165
1170
1175
1180
1185
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
19+50.00
1160
1165
1170
1175
1180
1185
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
Sta. 19+00.00 to Sta. 19+50.00
CLCL
CL
CL
1173.75
-7:1-10.0%
-9.7%
7.9% -2.4%
-4:1
1175.47
-10.0%
-10.5%
7.8% -2.2%
3:1 2:1
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1219
STA. 19+01.25 - STA. 20+05 LT
BUILD WIDENING FOR FLARED TERMINAL
STA. 19+06+25 - STA. 20+12 RT
BUILD WIDENING FOR FLARED TERMINAL
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013
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Userna
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Date:5/2
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019
lindsey.j.k
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SIG
N-
DE
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BY
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PR
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MA
NA
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SHEET NUMBER
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1
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VISIO
NS
2
RE
VISIO
NS
3
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VISIO
NS
4
CH
EC
KE
D-
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VIE
WE
D
OF
DE
SIG
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2
DE
SIG
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DE
TAIL
ED
3
WIN
HIG
HW
AY P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
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TA
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N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
CR
OS
S
SE
CTIO
NS
1160
1165
1170
1175
1180
1185
1190
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
20+00.00
1160
1165
1170
1175
1180
1185
1190
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
1165
1170
1175
1180
1185
1190
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
20+50.00
1165
1170
1175
1180
1185
1190
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
Sta. 20+00.00 to Sta. 20+50.00
CLCL
CL
CL
1177.41
-11.3%
-11.1%
6.9%-2.0%
1179.35
-6:1
-12.5%-10.5%
6.6%-0.1%
MATCH EXISTING
MATCH EXISTING
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Userna
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Date:5/2
8/2
019
lindsey.j.k
andik
o
DE
SIG
N-
DE
TAIL
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BY
DA
TE
PR
OJ.
MA
NA
GE
R
SHEET NUMBER
FIE
LD
CH
AN
GE
S
RE
VISIO
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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
WIN
HIG
HW
AY P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
CR
OS
S
SE
CTIO
NS
1165
1170
1175
1180
1185
1190
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
21+00.00
1165
1170
1175
1180
1185
1190
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
1170
1175
1180
1185
1190
1195
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
21+50.00
1170
1175
1180
1185
1190
1195
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
1175
1180
1185
1190
1195
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
22+00.00
1175
1180
1185
1190
1195
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
Sta. 21+00.00 to Sta. 22+00.00
CL
CL
CLCL
CL
1181.41
-10.2%-11.2%
6.7%-0.9%
1183.65
-10.1%-10.5%
5.8% -0.9%
MATCH EXISTING
MATCH EXISTING
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STA. 15+50 - STA. 21+50
END 1.5" WEARING COURSE
14
1160
1165
1165
1170
1170
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
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-
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VIE
WE
D
HIG
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Divisio
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HIG
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mp.d
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Userna
me:
Date:5/2
8/2
019
lindsey.j.k
andik
o
OF
DE
SIG
N2-
DE
TAIL
ED
2
DE
SIG
N3-
DE
TAIL
ED
3
WIN
HIG
HW
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LA
NS
ST
AT
E O
F M
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E
DE
PA
RT
ME
NT O
F T
RA
NSP
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TA
TIO
N
DA
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SIG
NA
TU
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P.E.
NU
MB
ER
STA 0+00 - STA. 0+91
BUILD GRAVEL BOAT RAMP
STA. 1+00 - STA. 1+42
10' WIDE x 1' DEEP
EXCAVATE MATERIAL FOR BOAT RAMP AREA
24" GRAVEL
EXISTING PROFILE
NEW PROFILE
STA. 0+91
BEGIN GRAVEL TAPER
STA. 1+13
END GRAVEL TAPER
STA. 1+13
END GRAVEL TAPER
STA. 0+91
BEGIN GRAVEL TAPER
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TIN
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ON
SEE SHEETS 3-14
FOR ROAD WORK
STA. 0+00
BEGIN FULL DEPTH
GEOTEXTILE
STABILIZATION
BO
AT
RA
MP
PL
AN/P
RO
FIL
E
1519
1150
1155
1160
1165
1170
1175
1180
1185
1190
11951195
1150
1155
1160
1165
1170
1175
1180
1185
1190
11951195
0+00 1+00 1+42
0+00 1+00 1+42
PROFILE
G = -11.03%
G = -0.94%
G = -8.97%
EL. 1166.8
2
EL. 1166.9
0
EL. 1163.9
4
EL. 1164.15
EL. 1162.6
6
EL. 1162.8
8
EL. 1162.6
7
EL. 1162.6
4
EL. 1160.9
9
EL. 1160.9
8
EL. 1159.8
3
EL. 1159.0
9
EL. 1159.6
7
EL. 1159.0
0
0+00
1+001+421+42P
C =
ST
A. 0+
00.0
0
PT
=
ST
A.
0+
42.4
8
PO
E
=
ST
A.
1+
41.9
8
E = 4.37'
T = 22.36'
L = 42.48'
R = 55.00'
PI = 0+22.36
CURVE DATA #1
17+
00
PC = STA.
15+
51.45
PCC = STA. 16+96.78
E =
2.3
0'
T =
72.7
6'
L =
145.3
3'
R
=
1150.0
0'
PI =
16+
24.2
1
CU
RV
E
DA
TA #
2
E = 33.53'
T = 208.26'
L = 402.27'
R = 630.00'
PI = 19+05.04
CURVE D
ATA #3
HIG
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MS
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016_
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Userna
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Date:5/2
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019
lindsey.j.k
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o
DE
SIG
N-
DE
TAIL
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BY
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TE
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OJ.
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NA
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R
SHEET NUMBER
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LD
CH
AN
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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
WIN
HIG
HW
AY P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
1155
1160
1165
1170
1175
1180
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
0+00.00
1155
1160
1165
1170
1175
1180
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
1155
1160
1165
1170
1175
1180
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
0+25.00
1155
1160
1165
1170
1175
1180
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
1155
1160
1165
1170
1175
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
0+50.00
1155
1160
1165
1170
1175
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
Sta. 0+00.00 to Sta. 0+50.00
CL
CL
CL
CL
2.0%
8.0%
4.0%
ELEV. = 1167.17
ELEV. = 1164.15
ELEV. = 1162.88
BEGIN GRAVEL BOAT RAMP
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SEE SHEETS 3-14
CONSTRUCTION AS DIRECTED BY THE RESIDENT
TIE INTO PARKING AREA AND ROADWAY
24" GRAVELSTABILIZATION GEOTEXTILE
16
BO
AT
RA
MP
CR
OS
S
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CTIO
NS
19
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002.d
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Userna
me:
Date:5/2
8/2
019
lindsey.j.k
andik
o
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
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
WIN
HIG
HW
AY P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
1155
1160
1165
1170
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
0+75.00
1155
1160
1165
1170
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
1150
1155
1160
1165
1170
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
1+00.00
1150
1155
1160
1165
1170
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
1150
1155
1160
1165
1170
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
1+25.00
1150
1155
1160
1165
1170
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
Sta. 0+75.00 to Sta. 1+25.00
2.0%
0.0%
ELEV. = 1162.64
ELEV. = 1160.98
ELEV. = 1159.00
END GRAVEL TAPER - STA. 1+13
BEGIN GRAVEL TAPER - STA. 0+91
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NS
19
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Filena
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MS
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018
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003.d
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Userna
me:
Date:5/2
8/2
019
lindsey.j.k
andik
o
DE
SIG
N-
DE
TAIL
ED
BY
DA
TE
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
WIN
HIG
HW
AY P
LA
NS
DE
PA
RT
ME
NT O
F T
RA
NSP
OR
TA
TIO
N
ST
AT
E O
F M
AIN
E
DA
TE
SIG
NA
TU
RE
P.E.
NU
MB
ER
1150
1155
1160
1165
1170
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
1150
1155
1160
1165
1170
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
Sta. 1+41.98 to Sta. 1+41.98
1+42
ELEV. = 1159.00
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_
02293000
WIN 2
2930.0
0
MO
NS
ON
RO
UT
E
6\
15
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KA
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C.R
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JU
N
2018
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J.
G.
WHIT
TIN
GT
ON
18
BO
AT
RA
MP
CR
OS
S
SE
CTIO
NS
19
RIP
RAP
CUR
VE LEFT
UN
KN
OW
N C
MP PIP
E N
OT
VISIB
LE APPR
OX LO
CATIO
N
ONLY
BASED
ON
WATER FLO
W
40 IN
DIA C
MP B
OTT
OM
OF PIP
E R
OTTED
RIP R
AP
54"
CMP
APPR
OX LO
CATIO
N
ONLY
SPECT
ACLE P
ON
D
UN
KN
OW
N
DIA C
MP PIP
E FULL OF DEBRIS
JOIN
T 846/94
SPECT
ACLE P
ON
D
GO
OD LO
CATIO
N
ON T
OP
OF PIP
E
UN
KN
OW
N
DIA PIP
E LO
CATIO
N
APPR
OX. PIP
E N
OT
VISIB
LE/R
OT
40 IN
DIA PIP
E ALL PIP
ES
APPEAR SLIG
HTLY FLATTENED
LO
CATIO
N
APPR
OX
36 IN
DIA C
MP
54"
CMP
RIP R
AP
LEFT C
UR
VE
MET
AL P
OST
MET
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SPECT
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ON
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PAST BEAVER
ACTIVIT
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NOTIC
ED
CUR
VE LEFT
LEFT C
UR
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GR
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ULL O
UT
JOIN
T 848/96
SPECT
ACLE P
ON
D
BEAVER
DA
M
JOIN
T 844/92
12 IN T
O 24 IN
DIA R
OC
K
12 IN T
O 24 IN
DIA R
OC
K
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
RIGHT-OF-WAY MAP
WIN
SCALE 1"= 25'
PLAN FILED IN PLAN BOOK PAGE
HIG
HW
AY
Divisio
n:
Filena
me:...\
HIG
HW
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MS
TA\
019_
RW
PL
AN
1.d
gn
Userna
me:
Date:5/2
8/2
019
lindsey.j.k
andik
oSTATE OF MAINE
REGISTRY OF DEEDS
COUNTY
RECEIVED
Attest:
,
REGISTER
Plan Book , Page
at h m M and recorded in
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
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
75 100
MONSON
MO
NS
ON
PISCATAQUIS COUNTY
STATE HIGHWAY "37"
T.L.B.
T.L.B.
T.L.B.
D.S.G.
MARCH 2019
BRUCE A. VAN NOTE
JOYCE NOEL TAYLOR
SHEET 1 OF 1
022930.00
ROUTES 6 & 15 / GREENVILLE ROAD
D.O.T. FILE NO. 11-148
S.H.C. FILE NO. 11-3 (SHEET 2)
EXISTING R/W REF.S.H.C. FILE NO. 11-3 (SHEET 2)
EXISTING R/W REF.
FEDERAL AID PROJECT NO. 2293000 1919
GRID 19
XX
ZO
NE
+20
TEMP.
LIMITS
CONST.
0.28î€
+50
+70
TEMP.
CONST.
LIMIT
S1500* S.F.
TEMP.CONST.
LIMTS
7
00
0.08î€
TEMP.
CONST.
LIMIT
S
BEGIN B.L.
+50
END B.
L.
251.45'
353.22'
S 40°16'40.2" E
FISHERIES AND WILDLIFE
DEPARTMENT OF INLAND
STATE OF MAINE
+20
+43
TOTAL AREA = 1.3* AC. (DEED)TEMP. CONST. RIGHTS = 0.13* AC. (4)DRAINAGE EASE. = (1)ITEM NO. (1)
EUGENE V. HERSONWARRENA G. HERSONLARNED LOUISE DELANO
TO SHIRLEY
TO EL
LIOTS
VILL
E RO
AD
STA 17+00 RT.INLET DRAINAGE STRUCTURE
SPECTACLE POND
SPECTACLE POND
145.33'
+50
TEMP. CONST.
LTS.
270
P.L.
ROUTES 6&15 / STATE HIGHWAY "37"
13+00
14+00
15+00
16+00 17+00
18+00
19+00
20+00
PC
=
ST
A.
15
+51.4
5
PC
C
=
ST
A. 16
+96.78
E = 2.30'
T = 72.76'
L = 145.33'
R = 1150.00'
PI = 16+24.21
CURVE DATA #2
E =
33.53'
T =
208.2
6'
L =
402.2
7'
R =
630.0
0'PI
= 19
+05.04
CURVE DATA
#3
E = 1.37'
T = 52.32'
L = 104.55'
R = 1000.00'
PI = 21+51.37
CURVE D
ATA #4
