n state of maine o i t a department of transportation · property lines r/w lines-proposed r/w...
TRANSCRIPT
STATE OF MAINE
DEPARTMENT OF TRANSPORTATION
INDEX OF SHEETS
Description Sheet No.
DIRIGO
TRAFFIC DATA
0
LAYOUT SCALE
Scale in Feet
SHEET NUMBER
OF
MAINE
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PROJECT LENGTH : 0.01 MILES
10+00
PLAN LEGEND
Centerline-Existing
Centerline-Proposed
Travelway-Existing
Travelway-Proposed
Railroad
Catch Basins
Manholes
Proposed Underdrain
Proposed Ditch
Existing Ditch
Utlity Poles
Fire Hydrants
Existing Water Line
Existing San. Sewer
Existing San. Sewer Manhole
Guardrail-Existing
Guardrail-Proposed
Guardrail-Cable, Other
Existing Proposed
Existing Proposed
Existing Proposed
Existing Proposed
Town, County, State
Property Lines
R/W Lines-Proposed
R/W Lines-Existing
Culvert-Existing
Culvert Proposed
Curbing Existing Proposed
Type 1
Type 3
Type 5
Outline of Bodies of Water
Ledge
Buildings
Trees Conifer Deciduous
Tree Line
Clearing Limit Line
PROJECT LOCATION:
PROGRAM AREA:
SCOPE OF WORK:
17
20
33
8.0
0
WINTHROP
WIN
TH
RO
P
KENNEBEC COUNTY
ROUTE 202
RO
UT
E
20
2
25 25 50
HIGHWAY
LARGE CULVERT REHABILITATION: SLIP LINING
RTE 202, 1.0 MILE WESTERLY OF MANCHESTER/WINTHROP TL
Right of Way Map
Cross Sections
Plan
Pipe Details
General Notes
Title Sheet
7
5-6
4
3
2
1
TO MONMOUTH
TO MANCHESTER
CULVERT REPAIR
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Corridor Priority
Functional Class
Design Speed (mph)
Current (2014) AADT
1
Minor Arterial
45
13910
20
33
8.0
0
STATE PROJECT NO. 20338.00
3+00
4+00
5+00
ESTIMATED QUANTITIES
ITEM NO. QUANTITYDESCRIPTION UNIT
659.10
656.75
652.38
652.361
652.35
652.34
652.33
631.18
631.172
631.12
629.05
620.58
610.08
511.07
511.07
509.202
203.24
203.20
MOBILIZATION
TEMPORARY SOOIL EROSION AND WATER POLLUTION CONTROL
FLAGGER
MAINTENANCE OF TRAFFIC CONTROL DEVICES
CONSTRUCITON SIGN
CONE
DRUM
CHAIN SAW RENTAL (INC. OPERATOR)
TRUCK - LARGE (INC. OPERATOR)
ALL PURPOSE EXCAVATOR (INC. OPERATOR)
HAND LABOR - STRAIGHT TIME
EROSION CONTROL GEOTEXTILE
PLAIN RIPRAP
COFFERDAM: DOWNSTREAM
COFFERDAM: UPSTREAM
CULVERT SLIPLINING
GRANULAR BORROW
COMMON EXCAVATION
1
1
240
45
300
20
10
10
10
10
20
310
260
1
1
280
10
10
LS
LS
HR
CD/LS
SF
EA
EA
HR
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HR
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LS
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METHOD #2 - SEEDING MAY BE DONE BY HAND
SEEDING - INCIDENTAL TO CONTRACT ITEMS
STATION 4+43 RT TO STATION 4+91 RT
STATION 4+43 LT TO STATION 4+86 LEFT
610.08 PLAIN RIPRAP
FOR UPSTREAM AND DOWNSTREAM COFFERDAMS.
WITH SECTION 511 OF THE STANDARD SPECIFICATIONS. SEPARATE PAYMENT SHALL BE MADE
THIS ITEM SHALL INCLUDE ALL WORK NECESSARY TO CONSTRUCT COFFERDAMS IN ACCORDANCE
511.07 COFFERDAM
BRACING THE CULVERT, AND ANNULAR SPACE GROUT.
FURNISHING AND PLACING APPROXIMATELY 280’ OF NEW 54" INSIDE DIAMETER CULVERT,
THIS INCLUDES, BUT IS NOT LIMITED TO, DEWATERING, CLEANING THE EXISTING STRUCTURE,
THIS ITEM SHALL INCLUDE ALL WORK AND MATERIALS NECESSARY TO COMPLETE THE SLIPPING.
509.202 CULVERT SLIP LINING
AREAS AND STATIONS AS DIRECTED ON PLANS.
509.202 CULVERT SLIP LINING
511.07 COFFERDAM
610.08 PLAIN RIPRAP
SEEDING - INCIDENTAL TO CONTRACT ITEMS
CONSTRUCTION NOTESGENERAL NOTES
SECTION 109.7 EQUITABLE ADJUSTMENTS TO COMPENSATION.
ITEMS, PRICE ADJUSTMENTS WILL BE MADE IN ACCORDANCE WITH STANDARD SPECIFICATION
C) IF A DESIGN CHANGE RESULTS IN A CHANGE TO ESTIMATED QUANTITIES FOR LUMP SUM PAY
SUM PAY ITEM THOSE REQUIREMENTS WILL BE AS FOLLOWED.
B) IF OTHER CONTRACT DOCUMENTS SPECIFICALLY ALLOW A CHANGE IN PAYMENT OF A LUMP
SECTION 109.2 ELIMINATION OF ITEMS WILL TAKE PRECEDENCE.
A) IF A LUMP SUM PAY ITEM IS ELIMINATED THE REQUIREMENTS OF STANDARD SPECIFICATIONS
DIFFERENT FROM MAINEDOT PROVIDED ESTIMATED QUANTITIES EXCEPT AS FOLLOWS:
OR REDUCTION IN PAYMENT TO THE CONTRACTOR IF THE ACTUAL FINAL QUANTITIES ARE
LUMP SUM PAY ITEMS WILL BE PAID FOR AT THE CONTRACT BID AMOUNT WITH NO ADDITION
ESTIMATED QUANTITIES AND ARE PROVIDED BY MAINEDOT FOR INFORMATIONAL PURPOSES ONLY.
12. QUANTITIES INCLUDED FOR PAY ITEMS MEASURED AND PAID FOR BY LUMP SUM ARE
THE SLIP LINE WILL FIT IN THE CURRENT PIPE CONDITIONS.
11. THE CONTRACTOR WILL PERFORM FIELD MEASUREMENTS BEFORE FABRICATION TO ENSURE
CONTROL, FEBRUARY 2008.
TRANSPORTATION’S BEST MANAGEMENT PRACTICES FOR EROSION CONTROL & SEDIMENT
10. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE MAINE DEPARTMENT OF
9. STATIONS REFERENCED ARE APPROXIMATE.
8. "UNDETERMINED LOCATIONS" SHALL BE DETERMINED BY THE RESIDENT.
BE MADE UNDER ITEM 620.58 EROSION CONTROL GEOTEXTILE.
7. EROSION CONTROL GEOTEXTILE SHALL BE PLACED AT ALL RIPRAP LOCATIONS. PAYMENT WILL
SUPERVISION OF EQUIPMENT BEING PAID FOR UNDER THE EQUIPMENT RENTAL ITEMS.
6. NO SEPARATE PAYMENT FOR SUPERINTENDENT OR FOREMAN WILL BE MADE FOR THE
EXPENSE.
EQUIPMENT, AND MATERIALS REQUIRED TO MAKE REPAIRS SHALL BE AT THE CONTRACTOR’S
OPERATION SHALL BE REPAIRED TO THE SATISFACTION OF THE RESIDENT. ALL WORK,
5. ANY DAMAGE TO THE SLOPES CAUSED BY THE CONTRACTOR’S EQUIPMENT, PERSONNEL OR
WILL BE CONSIDERED INCIDENTAL TO CONTRACT ITEMS.
SHALL HAVE THE ENDS PLUGGED WITH BRICK AND MORTAR. COST FOR ALL LABOR AND MATERIAL
4. EXISTING ABANDONED WATER MAINS BROKEN BY THE CONTRACTOR DURING CONSTRUCTION
APPROVAL OF THE RESIDENT.
3. NO EXISTING DRAINAGE SHALL BE ABANDONED, REMOVED, OR PLUGGED WITHOUT PRIOR
MAINTENANCE OF TRAFFIC MATERIAL IS ALSO INCIDENTAL.
TEMPORARY DETOURS TO MAINTAIN TRAFFIC DURING PIPE INSTALLATION. EXCAVATION OF
MATERIAL. THIS ALSO INCLUDES GRANULAR BORROW USED UNDER THE PIPES AND FOR
F) FURNISHING, PLACING, GRADING, AND COMPACTING OF ANY NEW GRAVEL AND/OR FILL
E) ANY NECESSARY CLEARING OF BRUSH AND NON-PAY TREES WITHIN 10’ OF CULVERT ENDS.
D) FLOW LINES MAY BE CHANGED BY UP TO 1.5 FT.
TEMPORARY DETOURS TO MAINTAIN TRAFFIC DURING PIPE INSTALLATION.
C) FURNISHING, PLACING, GRADING, AND COMPACTING OF ANY NEW GRAVEL AND FOR
B) ALL PIPE EXCAVATION INCLUDING ANY CUTTING AND REMOVING OF PAVEMENT.
CULVERT REPLACEMENTS OR EXTENSIONS.
A) ANY CUTTING OF EXISTING CULVERTS AND/OR CONNECTORS NECESSARY TO INSTALL NEW
2. THE FOLLOWING SHALL BE CONSIDERED INCIDENTAL TO ITEM 509.202 SLIP LINING:
DIRECTED BY THE RESIDENT.
1. EXISTING INSLOPES STEEPER THAN 2:1 IN PROPOSED FILL AREAS SHALL BE BENCHED AS
É Existing Roadway
É Existing Roadway
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É Proposed
Brid
ge Culvert
Match Existing LocationExisting Bridge Culvert
46-0’ 46-0’
5’-0"
WESTERLY CULVERT PLAN
4’-6"
WESTERLY CULVERT SECTION
GROUT-FILLED SLIP LINING
STRUCTURAL PLATE PIPE
CENTER AND EASTERLY SIMILAR
CENTER AND EASTERLY SIMILAR
CENTER AND EASTERLY SIMILAR
WESTERLY CULVERT ELEVATION
Flow
5’-0"
NOT TO SCALE
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2.0’
10.0’
10.0’
2.0’
Proposed Culvert Sliplining
Proposed Culvert Sliplining
Plain Riprap Apron (typ.)
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PLAIN RIPRAP
PLAIN RIPRAP
IPFIPF4" X 4" GRANITE
BABTIST CHURCH PALS CAT SHELTER
WET AREA
BEGIN MESSURED 1000’
WET AREA
1/2" DIA REBAR THAER ENG. 1213
S3DS
60" CMP
12" CMP
GRAVEL
WET AREA
1/2" DIA ROD
20" MAPLE
WET AREA STOP
WET AREA
SPEED LIMIT 55
12" CMP
20" MAPLE
WET AREA
US 202 ERIN WAYWET AREA
2" BEECH TWIN
GRAVEL
WET AREA
WET AREA
WET AREA
SPEED LIMIT 45
01D01
01C01
01A04
01A03
01A02
01A01
01B03
01B02
01B01
01A05
01E0301E02
01D05
01D04
01D03
01D02
01E01
01D08
01D07
01D06
01F02
01F01
01E05
01E04
01F03
STA. 3+00 BEGIN PROJ 020338.00 STA. 6+00 END PROJECT 020338.00
INSTALL 3-54" GROUT FILLED SLIP LININGS
3+00 4+00 5+00 6+00 7+00N83°24’05.29"E
ZO
NE
LOT 43
TAX MAP 54
SHEREE WESS
ANTHONY WESS
EXISTI
NG SLO
PE E
ASEMENT
P.L.*
STATE HIGHWAY "15"
0.7 MILES TO WINTHROP-MANCHESTER T.L.
LOT 44
TAX MAP 54
KELBEES
ERIN
WA
Y
SEE S.H.C. FILE NO. 6-35 (1940)
SE
E S.H.C.
FIL
E
NO. 6-35 (1940)
LITTLE COBBOSSEECONTEE LAKEf/k/a RICHARD POND
SEE S.H.C. FILE NO. 6-35 (1940)N83°24’05.3"E
+50+90
+25
PLAN E-86056
KENNEBEC COUNTY REGISTRY OF DEEDS
1986
BY THAYER ENGINEERING CO.
FOR F & M REALTY
LAKESIDE
STANDARD BOUNDARY SURVEY
TE
MP
OR
AR
Y
CONSTRUCTION
LI
MITST
EM
PO
RA
RY
LAKESIDE VILLAGE CONDOMINIUM UNIT OWNERS ASSOCIATION
SUBJECT TO FLOWAGE RIGHTS
SUBJECT TO FLOWAGE RIGHTS
TO EAST WINTHROP
CONSTRUCTION
LIMIT
S
ï »¿0.23î �
ï »¿0.15î �
TOTAL AREA = 3.8* AC. (SURVEY)
TEMP. CONST. RIGHTS = 0.15* AC. (1)
ITEM NO. (2)
GRID
TOTAL AREA = 4.7* AC. (TAX RECORDS)
TEMP. CONST. RIGHTS = 0.23* AC. (1)
ITEM NO. (1)
BEGIN B.L.
END B.L.
400.00’
LOT 7
TAX MAP 53
SEE S.H.C. FILE NO. 6-80 (1956)
SEE S.H.C. FILE NO. 6-80 (1956)
U. S. ROUTE 202-LEWISTON ROAD
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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+54.40
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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
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4+62.10
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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. 4+54.40 to Sta. 4+62.10
CL
CL
STA 4+62.10
ELEV. 165.00 FT
STA 4+62.10
ELEV. 166.03 FT
STA 4+54.40
ELEV. 165.49 FTSTA 4+54.40
ELEV. 164.62 FT
Flow
Flow
EXISTING ROADWAY TO REMAIN
EXISTING ROADWAY TO REMAIN
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PROP. 54" SLIPLINING
PROP. 54" SLIPLINING
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4+69.70
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Sta. 4+69.70 to Sta. 4+69.70
CL
STA 4+69.70
ELEV. 165.90 FT STA 4+69.70
ELEV. 164.69 FT
Flow
EXISTING ROADWAY TO REMAIN
__
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_
6
020338.0
0
7
20338.0
0
WIN
TH
RO
P
RO
UT
E
20
2_
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N
HA
RT
LE
Y_
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SH
AW
N
SMIT
H
PROP. 54" SLIPLINING
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
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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
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(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
n:
Filena
me:...\
HIG
HW
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Date:7/2/2
014
Nic
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L.O.W.P.)
7
STATE PROJECT NO. 20338.00
WINTHROP
WIN
TH
RO
P
KENNEBEC COUNTY
STATE HIGHWAY "15"
U.S. ROUTE 202-LEWISTON ROAD
D.W.B.
D.W.B.
D.W.B.
MAY 2014
6-X
DAVID BERNHARDT
JOYCE NOEL TAYLOR
SHEET 1 OF 1
P.N.S.
020338.00
7
IPFIPF4" X 4" GRANITE
BABTIST CHURCH PALS CAT SHELTER
WET AREA
BEGIN MESSURED 1000’
WET AREA
1/2" DIA REBAR THAER ENG. 1213
S3DS
60" CMP
12" CMP
GRAVEL
WET AREA
1/2" DIA ROD
20" MAPLE
WET AREA
STOP
WET AREA
SPEED LIMIT 55
12" CMP
20" MAPLE
WET AREA
US 202 ERIN WAY
WET AREA
2" BEECH TWIN
WET AREA
WET AREA
WET AREA
SPEED LIMIT 45
01D0101C01
01A04
01A03
01A02
01A01
01B03
01B02
01B01
01A05
01E0301E02
01D05
01D04
01D03
01D02
01E01
01D08
01D07
01D06
01F02
01F01
01E05
01E04
01F03
3+004+00
5+006+00
7+00
ZO
NE
SHEREE WESS
ANTHONY WESS
EXISTI
NG SLO
PE E
ASEMENT
STATE HIGHWAY "15"
0.7 MILES TO WINTHROP-MANCHESTER T.L.
KELBEES
ERIN
WA
Y
SEE S.H.C. FILE NO. 6-35 (1940)
SE
E S.H.C.
FIL
E
NO. 6-35 (1940)
SEE S.H.C. FILE NO. 6-35 (1940)
P.L.
N83°24’05.3"E
+50
+90+25
P.L.
PLAN E-86056
KENNEBEC COUNTY REGISTRY OF DEEDS
1986
BY THAYER ENGINEERING CO.
FOR F & M REALTY
LAKESIDE
STANDARD BOUNDARY SURVEY
TE
MP
OR
AR
Y
CONSTRUCTION
LI
MITS
TE
MP
OR
AR
Y
LAKESIDE VILLAGE CONDOMINIUM UNIT OWNERS ASSOCIATION
TO EAST WINTHROP
CONSTRUCTION
LIMIT
S
ï »¿0.23î �
ï »¿0.15î �
TOTAL AREA = 3.8* AC. (SURVEY)
TEMP. CONST. RIGHTS = 0.15* AC. (1)
ITEM NO. (2)
GRID
TOTAL AREA = 4.7* AC. (TAX RECORDS)
TEMP. CONST. RIGHTS = 0.23* AC. (1)
ITEM NO. (1)
BEGIN B.L.
END B.L.
400.00’
SEE S.H.C. FILE NO. 6-80 (1956)
SEE S.H.C. FILE NO. 6-80 (1956)
U. S. ROUTE 202-LEWISTON ROAD