overview map topographical overlay ......6-1 7-6 17 17 4-4 4-3 4-2 4-1 7-2 15 1 15 2 15 6 15 5 15 3...
TRANSCRIPT
TOWER LOCATION, TYP.
8 MILE TOWER
OFFSET
PLAN REFERENCE:
"AREA OWNERSHIP OVERLAY, PISGAH MOUNTAIN, LLC., PENOBSCOT
COUNTY REGISTRY OF DEEDS, BOOK 11762, PAGE 317, CLIFTON,
MAINE." PLAN CREATED BY PLISGA & DAY LAND SURVEYORS. PLAN
DATED FEBRUARY 9, 2010/
CHEMO POND USGS QUAD
NOTE:
DOCUMENTS REFERENCED ON THIS PLAN ARE RECORDED IN PENOBSCOT
COUNTY REGISTRY OF DEEDS UNLESS OTHERWISE NOTED.
OVERVIEW MAP
TOPOGRAPHICAL OVERLAY
SIGNIFICANT FEATURES MAP
FOR
SILVER MAPLE WIND
ENERGY PROJECT
CLIFTON, MAINE
TOWER LOCATIONS:
1 LAT 44-46-46.192 LONG -68-31-8.620
2 LAT 44-46-34.806 LONG -68-31-0.972
3 LAT 44-46-24.226 LONG -68-30-50.374
4 LAT 44-46-8.262 LONG -68-31-11.292
5 LAT 44-45-56.968 LONG -68-31-1.387
NOTE:
1.) GRID LINES SHOWN BASED ON OFFSETS FORM
CLIFTON / EDDINGTON TOWN LINE TO THE WEST AND
CLIFTON / OTIS TOWN LINE FROM THE SOUTH.
= OCCUPIED STRUCTURE
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100
FOR
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10/08/2019
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TOWER 5
TOWER 3
TOWER 4
TOWER 2
TOWN OF CLIFTON
TOWN OF OTIS
TOWN OF CLIFTON
TOWN OF DEDHAM
1.5 MILE TOWER OFFSET
52-2-1 5
2-2-2 52-2-3
52-2-4
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510
52 5
2-1 515
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2-2-1
2-15
GATEGATE
1-5A
1-5A
PROPOSEDSUBSTATION
PROJECTBOUNDARY
PLAN REFERENCE:"AREA OWNERSHIP OVERLAY, PISGAH MOUNTAIN, LLC., PENOBSCOTCOUNTY REGISTRY OF DEEDS, BOOK 11762, PAGE 317, CLIFTON,MAINE." PLAN CREATED BY PLISGA & DAY LAND SURVEYORS. PLANDATED FEBRUARY 9, 2010/
NOTE:DOCUMENTS REFERENCED ON THIS PLAN ARE RECORDED IN PENOBSCOT COUNTYREGISTRY OF DEEDS UNLESS OTHERWISE NOTED.
AREA OWNERSHIP PLANFOR
SILVER MAPLE WINDENERGY PROJECT
CLIFTON, MAINE
TOWER LOCATIONS:
1 LAT 44-46-46.192 LONG -68-31-8.6202 LAT 44-46-34.806 LONG -68-31-0.9723 LAT 44-46-24.226 LONG -68-30-50.3744 LAT 44-46-8.262 LONG -68-31-11.2925 LAT 44-45-56.968 LONG -68-31-1.387
NOTE:1.) GRID LINES SHOWN BASED ON OFFSETS FORMCLIFTON / EDDINGTON TOWN LINE TO THE WEST ANDCLIFTON / OTIS TOWN LINE FROM THE SOUTH.
= OCCUPIED STRUCTURE
PROJ
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2019-07-10
WAB TRB
11657.006
102
FORPERMITTING ONLY
MAP LOT OWNER1 1 BANGOR WATER DISTRICT
1 3 BOY SCOUTS OF AMERICA
1 6 PAGNOZZI, SHANE T.
2 1 LAUGHN A., DRILLEN (LIVING)
2 4 HEFFERNAN, JAMES
2 5 GARY M. POMEROY LOGGING, LLC
2 15-5 WILLIAM, JOHN M.
2 14 WILLIAM, JOHN M.
2 15 WILLIAMS, JOHN M.
4 1 DOUGHERTY, MARGARET
4 2 BAKER CHARLES
4 4 CAMPBELL, JR., JOHN
4 6 MCLAUGHLIN, BRUCE C.
4 9 INGERSON, GETCHELL
4 18 MATTHEW PERRY
4 17 WILLIAMS, JOHN M.
4 8 CARR, JAMES F.
4 10 EMERY, ROBBIE J.
4 11 CARLE, PHYLLIS A.
4 12 KINGSBURY, DOREEN M.
5 2-2 DAMON, STEVEN, A.
5 25 SENTER, EDNA (TRUSTEE)
5 30 MOORE, BARBARA DEBECK
5 28 JELLISON, BRIAN M.
5 2-2-21 DAMON, STEVEN, A.
5 2-2-2 ADAMS, PHILIP L.
5 2-2-3 ADAMS, DAVID
5 2-2-4 SEEBER, CALEB M.
5 7 CUNNINGHAM, DAKOTA A.
5 2-1 GRAMMATCO, THOMAS J.
5 15 HANSON, SCOTT S.
5 20 TOWN OF CLIFTON
5 21 CARON, KEVIN & CINDY
5 22 SPAULDING, ELIZABETH
5 23 SENTER, EDGAR & EDNA
5 27 PERRY, JOSEPH & RUTH
5 26-1 OAKES, ETHEL A.
5 26-2 COLLINS, LAURENE
5 30-1 GATES, CHAD P.
7 7 PEASLEY, FRANCES M
7 10 CHEEVER, JESSICA ANN
7 8 PEASLEY, JANE I.
7 9 NICHOLSON, TRAVIS N.
15 1 GUSHA, PAULA
15 2 OAKES, ETHEL
15 3 QUERY, ADRIAN D.
15 4 COCHRAN, JOHN & LINDA
15 5 WILLIAMS, JOHN & LINDA
15 6 WILLIAMS, JOHN & LINDA
15 7 PAGELS, STEVEN
15 8 STEVEN, PAGELS
15 9 RUSSO, ALICIA
15 10 RUSSO, ALICIA
15 11 HEFFERNAN, JAMES
15 12 BROCHU, CHRISTOPHER J.
15 14 SANDERS, JOEL & KRISTEN
15 15 POMROY, SYLVIA M.
15 16 LEATHERS, DAVID R.
15 17 CHAPMAN, DANIEL & NANCY
15 18 ROBINSON, JOHN H.
15 19 SIEBER, JOHN & PAMELA
15 20 LALIME, AMANDA
15 21 FARRAR, DAVID & JULIE
15 22 NICKERSON, RAYMOND,
15 23 LAVERTUE, GALEN & JULIE
15 24 MACLAREN, MAHLON A. (FAMILY TRUST)
15 25 PARADIS, ERIC & DEBORAH
15 26 IRELAND, JAMES R.
15 27 MILLER, JEFFREY & LISA
15 28 JELLISON, BRAIN M.
15 29 WOLFE, VIRGINIA
15 30 SPARKS, MELVIN & SUZANE
15 31 JORDAN, DUNCAN W.
15 32 NOYES, JILL Q.
15 33 PELLETIER, JOEL M.
15 34 JORDAN, CATHY
15 35 CANGELOSI, AMY E.
15 36 OGDEN, MARK W.
15 37 PHILBRICK, SCOTT R.
15 38 ELLIS, RICHARD & JEAN
15 39 CASSUM, CHRISTOPHER, MCCONNELL,
15 40 MCCONNELL, KEVIN & JULI
15 41 GOODNESS, JEFFREY E.
15 42 DHARIWAL, BINA
17 39 BRAGG, ROBERT 7 JUDITH
09/27/2019
0+00
1+00
2+00 3+004+00
5+00 6+00 7+00 8+00 9+00 10+00 11+0012+00
13+00 14+00 15+00 16+0017+00
18+0019+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+75
0+50
1+502+50 3+50
4+505+50 6+50 7+50 8+50 9+50 10+50 11+50
12+50 13+50 14+50 15+50 16+5017+50
18+50 19+50 20+50 21+50 22+50 23+50 24+50 25+50 26+50
686
640
650
660
650640
640
630
620
610
630
670
670
670
660
670
672 67
4
676
700
700
690
638
636
634
632
28+34
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00 9+0010+00
11+0012+00
13+0014+00
15+0016+00
17+00
18+00
19+00
20+0021+00
22+0023+00
24+0025+00 26+00 27+00
28+00
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1+50
2+50
3+50
4+50
5+50
6+50
7+508+50 9+50
10+5011+50
12+5013+50
14+5015+50
16+50
17+50
18+50
19+50
20+5021+50
22+5023+50
24+5025+50 26+50
27+50
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670
660
670
670
676
678
720
730
734
736
740
750
760
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1"=100'
2019-07-15
BLQ TRB
LF TRB
11657.006
C001
FORPERMITTING ONLY
ROAD ONE - OVERALL PLANSCALE: 1"=100'
TOWER 1 SITESEE SHEET C101
TOWER 2 SITESEE SHEET C102
TOWER 3 SITESEE SHEET C103
00 100' 200'
ROAD TWO OVERALL PLANSCALE: 1"=100'
00 100' 200'
TOWER 4 SITESEE SHEET C104
TOWER 5 SITESEE SHEET C105
EROSION CONTROL NOTES1. ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE MAINE EROSION
AND SEDIMENTATION CONTROL BEST MANAGEMENT PRACTICES (BMPS), PUBLISHED BY THE BUREAU OF LANDAND WATER QUALITY, MAINE DEPARTMENT OF ENVIRONMENTAL PROTECTION, LATEST EDITION.
2. SILT FENCE WILL BE INSPECTED, REPLACED AND/OR REPAIRED IMMEDIATELY FOLLOWING ANY SIGNIFICANTRAINFALL OR SNOW MELT OR LOSS OF SERVICEABILITY DUE TO SEDIMENT ACCUMULATION. AT A MINIMUM, ALLEROSION CONTROL DEVICES WILL BE OBSERVED WEEKLY.
3. DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT WILL BE RETURNED TO CONSTRUCTION SITE.
4. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREASUPSLOPE ARE STABILIZED BY A SUITABLE GROWTH OF GRASS. ONCE A SUITABLE GROWTH OF GRASS HAS BEENOBTAINED, ALL TEMPORARY EROSION CONTROL ITEMS SHALL BE REMOVED BY THE CONTRACTOR. ANYSEDIMENT DEPOSITS REMAINING IN PLACE AFTER THEY ARE REMOVED SHALL BE DRESSED TO CONFORM WITHTHE EXISTING GRADE, PREPARED, SEEDED, AND MULCHED IMMEDIATELY.
5. ALL DISTURBED AREAS WILL BE SEEDED WITH 2.5 LBS. RED FESCUE AND 0.5 LBS. RYE GRASS PER 1,000 SQUAREFEET AND MULCHED AT A RATE OF 90 LBS. PER 1,000 SQUARE FEET OR EQUIVALENT APPLICATION OF SEED ANDMULCH.
6. A SUITABLE BINDER SUCH AS CURASOL OR TERRTACK WILL BE USED ON THE HAY MULCH FOR WIND CONTROL.
7. IF FINAL SEEDING OF DISTURBED AREAS IS NOT COMPLETED BY SEPTEMBER 15th OF THE YEAR OFCONSTRUCTION, THEN ON THAT DATE THESE AREAS WILL BE GRADED AND SEEDED WITH WINTER RYE AT THERATE OF 112 POUNDS PER ACRE OR 3 POUNDS PER 1000 SQUARE FEET. THE RYE SEEDING WILL BE PRECEDEDBY AN APPLICATION OF 3 TONS OF LIME AND 800 LBS. OF 10-20-20 FERTILIZER OR ITS EQUIVALENT. MULCH WILLBE APPLIED AT A RATE OF 90 POUNDS PER 1000 SQUARE FEET.
8. IF THE RYE SEEDING CANNOT BE COMPLETED BY OCTOBER 1st OR IF THE RYE DOES NOT MAKE ADEQUATEGROWTH BY DECEMBER 1st, THEN ON THOSE DATES, HAY MULCH WILL BE APPLIED AT 150 POUNDS PER 1000SQUARE FEET.
10. INTERIOR SILT FENCES ALONG CONTOUR DIVIDING FLAT AND STEEP SLOPES, AREAS WITH DIFFERENTDISTURBANCE SCHEDULES, AROUND TEMPORARY STOCKPILES OR IN OTHER UNSPECIFIED POSSIBLECIRCUMSTANCES SHOULD BE CONSIDERED BY THE CONTRACTOR. THE INTENT OF SUCH INTERIOR SILT FENCESIS TO LIMIT SEDIMENT TRANSPORT WITHIN THE SITE TOWARD THE PROTECTED CATCH BASIN INLETS TOMINIMIZE SEDIMENT REMOVAL REQUIRED BY THE EROSION CONTROL NOTE 9 PROTECTIONS AND EXTEND LIFEOF SUCH DEVICES.
11. THE CONTRACTOR SHALL PROVIDE A SEDIMENT BASIN FOR ALL WATER PUMPED FROM EXCAVATIONS. BASINSHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE "MAINE EROSION AND SEDIMENTHANDBOOK FOR CONSTRUCTION: BEST MANAGEMENT PRACTICES". THE CONTRACTOR SHALL SUBMIT FORREVIEW/APPROVAL PRIOR TO BEGINNING ANY PROJECT WORK.
13. MINIMUM EROSION CONTROL MEASURES WILL NEED TO BE IMPLEMENTED AND THE CONTRACTOR WILL BE RESPONSIBLE TO MAINTAIN ALL COMPONENTS OF THE EROSION CONTROL PLAN UNTIL THE SITE IS FULLY STABILIZED. HOWEVER, BASED ON SITE AND WEATHER CONDITIONS DURING CONSTRUCTION, ADDITIONALEROSION CONTROL MEASURES MAY NEED TO BE IMPLEMENTED. ALL AREAS OF INSTABILITY AND EROSIONMUST BE REPAIRED IMMEDIATELY DURING CONSTRUCTION AND NEED TO BE MAINTAINED UNTIL THE SITE ISFULLY STABILIZED OR VEGETATION IS ESTABLISHED. A CONSTRUCTION LOG MUST BE MAINTAINED FOR THEEROSION AND SEDIMENTATION CONTROL INSPECTIONS AND MAINTENANCE
CONTRACTOR WILL BE RESPONSIBLE FOR FOLLOWING PROCEDURES FOUND IN THE "MAINE EROSION ANDSEDIMENT CONTROL PRACTICES FIELD GUIDE FOR CONTRACTORS" (PUBLISHED MARCH 2015). THEPUBLICATION CAN BE FOUND AT: HTTP://WWW.MAINE.GOV/DEP/LAND/EROSION/ESCBMPS/INDEX.HTML
LEGEND:DESCRIPTION
10' CONTOUR
2' CONTOUR
EDGE OF GRAVEL
PROPERTY LINE
GRAVEL SURFACE
92
90
EXISTING SYMBOL PROPOSED SYMBOL
SILT FENCE SF
CULVERT
STORMWATER BUFFER
1. PLAN ORIENTED TO MAINE STATE PLANE COORDINATE SYSTEM, NAD83, EASTZONE, U.S. SURVEY FOOT AND THE NORTH AMERICAN VERTICAL DATUM OF1988 (NAVD88).
2. CONTOUR INTERVAL: 2 FOOT.
3. TOPOGRAPHY SHOWN IS A COMPILATION OF LIDAR DATA PROVIDED BY THESTATE OF MAINE OFFICE OF GIS AND A FIELD SURVEY COMPLETED BY CES,INC. ON APRIL 1, 2019, APRIL 2, 2019, APRIL 18, 2019, AND APRIL 23, 2019.
4. EXISTING CONDITIONS BASED ON SURVEY COMPLETED BY CES, INC. ON DATESNOTED ABOVE.
NOTES
WETLAND
09/27/2019
TOWER1 SITE
TOWER2 SITE
TOWER3 SITE
TOWER4 SITE TOWER
5 SITE
PROJ
ECT T
ITLE
SHEE
T TITL
E
SCALE
DATE
DRAWN BY
DESIGNED BY
JOB NUMBER
CHECKED BY
APPROVED BY
DRAWING NUMBER
REV.
R1R2R3R4
DESC
RIPT
ION
R5R6R7
P:\1
1657
-SW
EB_D
EVEL
OPM
ENT\
006-
SILV
ER M
APLE
CIV
IL D
ESIG
N &
PER
MIT
TIN
G-T
RB\
02-C
AD_D
RAW
ING
S\C
IVIL
\DSG
N_D
WG
S\M
DEP
\116
57.0
06-C
-SP.
DW
G, 9
/27/
2019
10:
38 A
M
ISSUE STATUS
DATE
DRAW
N BY
CHEC
KED
BY
Brew
er46
5 So
uth
Mai
n St
reet
PO B
ox 6
39Br
ewer
, ME
T.20
7-98
9-48
24F.
207-
989-
4881
Pres
que
Isle
549
Mai
n St
reet
PO B
ox 8
27Pr
esqu
e Is
le, M
ET.
207-
764-
8412
F.20
7-76
4-84
14
Lew
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n64
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ain
Stre
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ton,
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Engin
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cienti
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Mac
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61 D
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Stre
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Box
587
Mac
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7-25
5-32
70F.
207-
255-
8367
Bar H
arbo
r13
66 S
tate
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0588
Wat
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204
Wat
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lle, M
ET.
207-
680-
2202
F.20
7-68
0-22
04
Saco
146
Mai
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Suite
300
Saco
, ME
T.20
7-28
3-91
51F.
207-
283-
9136
BWLK
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239-
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1073
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CLI
FTO
N, M
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EXIS
TIN
G C
ON
DIT
ION
S PL
AN
1"=100'
2019-07-15
BLQ TRB
LF TRB
11657.006
C100
FORPERMITTING ONLY
ROAD ONE - EXISTING OVERALL PLANSCALE: 1"=100'
TOWER 1 SITESEE SHEET C101
TOWER 2 SITESEE SHEET C102
TOWER 3 SITESEE SHEET C103
00 100' 200'
ROAD TWO - EXISTING OVERALL PLANSCALE: 1"=100'
00 100' 200'
TOWER 4 SITESEE SHEET C104
TOWER 5 SITESEE SHEET C105
LEGEND:DESCRIPTION
10' CONTOUR
2' CONTOUR
EDGE OF GRAVEL
PROPERTY LINE
GRAVEL SURFACE
EXISTING SYMBOL
SILT FENCE
CULVERT
1. PLAN ORIENTED TO MAINE STATE PLANE COORDINATE SYSTEM, NAD83, EASTZONE, U.S. SURVEY FOOT AND THE NORTH AMERICAN VERTICAL DATUM OF1988 (NAVD88).
2. CONTOUR INTERVAL: 2 FOOT.
3. TOPOGRAPHY SHOWN IS A COMPILATION OF LIDAR DATA PROVIDED BY THESTATE OF MAINE OFFICE OF GIS AND A FIELD SURVEY COMPLETED BY CES,INC. ON APRIL 1, 2019, APRIL 2, 2019, APRIL 18, 2019, AND APRIL 23, 2019.
4. EXISTING CONDITIONS BASED ON SURVEY COMPLETED BY CES, INC. ON DATESNOTED ABOVE.
NOTES
WETLAND
09/27/2019
0+00
1+00
2+00
3+00
4+00
5+006+00
7+00
8+00
0+50
1+50
2+503+50
4+50
5+50
6+50
7+50
TOWER 1 SITE
640
650
660
650
640
640
630
620
610
630
638
636
634
632
BUFFER A
150' x 100'
BUFFER B285' x 55'
BUFFER C
30' x 60'
BUFF
ER E
30' x
60'
SFSF
SFSF
SFSF
SFSF
SF SF SF SF SF SF SF SF
SILT FENCE
AREA TO BERE-VEGETATED
SF
SF
SFSF
SFSF
SFSF
SFSF
SFSF
SFSF
SFSF
SFSF
SFSF
SFSF
SFSF
SFSF
SFSF
SFSF SF
SF
PROPOSED 18" HDPEL: 50' / 0.028
INV. OUT: 622.0
PROPOSED CB2RIM: 636.0INV. IN: 623.54INV. OUT: 623.44
PROPOSED 18" HDPEL: 257' / 0.005
PROPOSED CB1RIM: 630.33INV. OUT: 624.83
SILT FENCE
DIVERSIONBERM
DIVERSIONBERM
PRO
PERT
Y LI
NE
PROPERTY LINE
12'
12' WIDEPERMANENTACCESS ROAD
STONE BERMLEVEL LIPSPREADER
STONE BERMLEVEL LIPSPREADER
STONE BERMLEVEL LIPSPREADER
PROJ
ECT T
ITLE
SHEE
T TITL
E
SCALE
DATE
DRAWN BY
DESIGNED BY
JOB NUMBER
CHECKED BY
APPROVED BY
DRAWING NUMBER
REV.
R1R2R3R4
DESC
RIPT
ION
R5R6R7
P:\1
1657
-SW
EB_D
EVEL
OPM
ENT\
006-
SILV
ER M
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CIV
IL D
ESIG
N &
PER
MIT
TIN
G-T
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02-C
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ING
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N_D
WG
S\M
DEP
\116
57.0
06-C
-SP.
DW
G, 9
/27/
2019
10:
38 A
M
ISSUE STATUS
DATE
DRAW
N BY
CHEC
KED
BY
Brew
er46
5 So
uth
Mai
n St
reet
PO B
ox 6
39Br
ewer
, ME
T.20
7-98
9-48
24F.
207-
989-
4881
Pres
que
Isle
549
Mai
n St
reet
PO B
ox 8
27Pr
esqu
e Is
le, M
ET.
207-
764-
8412
F.20
7-76
4-84
14
Lew
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ain
Stre
etLe
wis
ton,
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795-
6128
Engin
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Envir
onme
ntal S
cienti
stsSu
rveyo
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Mac
hias
61 D
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587
Mac
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, ME
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207-
255-
8367
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288-
0588
Wat
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lle44
Mai
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Suite
204
Wat
ervi
lle, M
ET.
207-
680-
2202
F.20
7-68
0-22
04
Saco
146
Mai
n St
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Suite
300
Saco
, ME
T.20
7-28
3-91
51F.
207-
283-
9136
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239-
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SILV
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CLI
FTO
N, M
AIN
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TOW
ER 1
SIT
E PL
AN
1"=30'
2019-07-15
BLQ TRB
LF TRB
11657.006
C101
FORPERMITTING ONLY
TOWER 1 SITE PLANSCALE: 1"=30
1 inch = ft.( IN FEET )
GRAPHIC SCALE030 15 30 60 120
30
09/27/2019
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
9+50
10+50
11+50
12+50
13+50
14+50
15+50 16+50
17+50
18+50
TOWER 2 SITE
680
670
670
670
660
670
672
674
676
BUFFER G150' x 360'
BUFFER H55' x 290'
AREA TO BERE-VEGETATED
SFSF
SFSF
SF
SF
SFSF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SILT FENCE
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF
SILT FENCE
SFSF
SFSF
SFSF
SF SF
SF SFSF
SFSF
SFSF
SFSF
SFSF SF SF SF
SILT FENCE
12' WIDE PERMANENTACCESS ROAD
LIMITS OF TEMPORARYCONSTRUCTION ROAD
STONE BERMLEVEL LIPSPREADER
PROJ
ECT T
ITLE
SHEE
T TITL
E
SCALE
DATE
DRAWN BY
DESIGNED BY
JOB NUMBER
CHECKED BY
APPROVED BY
DRAWING NUMBER
REV.
R1R2R3R4
DESC
RIPT
ION
R5R6R7
P:\1
1657
-SW
EB_D
EVEL
OPM
ENT\
006-
SILV
ER M
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N &
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MIT
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02-C
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RAW
ING
S\C
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\DSG
N_D
WG
S\M
DEP
\116
57.0
06-C
-SP.
DW
G, 9
/27/
2019
10:
38 A
M
ISSUE STATUS
DATE
DRAW
N BY
CHEC
KED
BY
Brew
er46
5 So
uth
Mai
n St
reet
PO B
ox 6
39Br
ewer
, ME
T.20
7-98
9-48
24F.
207-
989-
4881
Pres
que
Isle
549
Mai
n St
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PO B
ox 8
27Pr
esqu
e Is
le, M
ET.
207-
764-
8412
F.20
7-76
4-84
14
Lew
isto
n64
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ain
Stre
etLe
wis
ton,
ME
T.20
7-79
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09F.
207-
795-
6128
Engin
eers
Envir
onme
ntal S
cienti
stsSu
rveyo
rs
Mac
hias
61 D
ublin
Stre
etPO
Box
587
Mac
hias
, ME
T.20
7-25
5-32
70F.
207-
255-
8367
Bar H
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r13
66 S
tate
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bor,
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T.20
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207-
288-
0588
Wat
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lle44
Mai
n St
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Suite
204
Wat
ervi
lle, M
ET.
207-
680-
2202
F.20
7-68
0-22
04
Saco
146
Mai
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300
Saco
, ME
T.20
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51F.
207-
283-
9136
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Fort
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239-
481-
1073
SILV
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IND
EN
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OJE
CT
CLI
FTO
N, M
AIN
E
TOW
ER 2
SIT
E PL
AN
1"=30'
2019-07-15
BLQ TRB
LF TRB
11657.006
C102
FORPERMITTING ONLY
TOWER 2 SITE PLANSCALE: 1"=30
1 inch = ft.( IN FEET )
GRAPHIC SCALE030 15 30 60 120
30
09/27/2019
23+00
24+00
25+00
26+0026+75
23+50
24+50
25+50
26+50
TOWER 3 SITE
690
700
700
690
BUFFER K 150' x 168'
AREA TO BERE-VEGETATED
SF SF SF SFSF
SFSF
SFSF
SFSF
SFSF
SF
SF
SF SF SF SF SF SF SF SF SF SFSF
SFSF
SF SF SF SF SF SF SF SF SF SF SF SF SFSF
SF
SF
SF
SF
SFSF
SFSF
SFSF
SFSF
SFSF
SFSF
SF
SF
SF
SFSF
SFSF
SFSF
SF
SF SF SF
SILT FENCE
SILT FENCE
SF
SF
SF
SF
SF
SF
SF
SF
SILT FENCE
DIVERSION BERM
DIVERSIONBERM
PROPE
RTY
LINE
STONE BERMLEVEL LIPSPREADER
PROJ
ECT T
ITLE
SHEE
T TITL
E
SCALE
DATE
DRAWN BY
DESIGNED BY
JOB NUMBER
CHECKED BY
APPROVED BY
DRAWING NUMBER
REV.
R1R2R3R4
DESC
RIPT
ION
R5R6R7
P:\1
1657
-SW
EB_D
EVEL
OPM
ENT\
006-
SILV
ER M
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N &
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TIN
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ING
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\DSG
N_D
WG
S\M
DEP
\116
57.0
06-C
-SP.
DW
G, 9
/27/
2019
10:
39 A
M
ISSUE STATUS
DATE
DRAW
N BY
CHEC
KED
BY
Brew
er46
5 So
uth
Mai
n St
reet
PO B
ox 6
39Br
ewer
, ME
T.20
7-98
9-48
24F.
207-
989-
4881
Pres
que
Isle
549
Mai
n St
reet
PO B
ox 8
27Pr
esqu
e Is
le, M
ET.
207-
764-
8412
F.20
7-76
4-84
14
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Stre
etLe
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ton,
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T.20
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795-
6128
Engin
eers
Envir
onme
ntal S
cienti
stsSu
rveyo
rs
Mac
hias
61 D
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Stre
etPO
Box
587
Mac
hias
, ME
T.20
7-25
5-32
70F.
207-
255-
8367
Bar H
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r13
66 S
tate
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bor,
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T.20
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207-
288-
0588
Wat
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lle44
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Suite
204
Wat
ervi
lle, M
ET.
207-
680-
2202
F.20
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04
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146
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300
Saco
, ME
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207-
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9136
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239-
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1073
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CLI
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N, M
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TOW
ER 3
SIT
E PL
AN
1"=20'
2019-07-15
BLQ TRB
LF TRB
11657.006
C103
FORPERMITTING ONLY
TOWER 3 SITE PLANSCALE: 1"=30
1 inch = ft.( IN FEET )
GRAPHIC SCALE030 15 30 60 120
30
09/27/2019
10+00 11+00 12+00 13+00 14+00 15+0016+00
17+00
10+50 11+50 12+50 13+50 14+50 15+50
16+50
17+50
TOWER 4 SITE
690
680
670
660
670
670
676
678
BUFFER L 150' x 360'
AREA TO BERE-VEGETATED
SILT FENCE
SF SF SF SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SFSF
SFSF
SFSF
SF
SF
SF
SF
SF
SF
PROPERTY LINE
12'
12' WIDEPERMANENTACCESS ROAD
STONE BERMLEVEL LIPSPREADER
PROJ
ECT T
ITLE
SHEE
T TITL
E
SCALE
DATE
DRAWN BY
DESIGNED BY
JOB NUMBER
CHECKED BY
APPROVED BY
DRAWING NUMBER
REV.
R1R2R3R4
DESC
RIPT
ION
R5R6R7
P:\1
1657
-SW
EB_D
EVEL
OPM
ENT\
006-
SILV
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TIN
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ING
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\DSG
N_D
WG
S\M
DEP
\116
57.0
06-C
-SP.
DW
G, 9
/27/
2019
10:
39 A
M
ISSUE STATUS
DATE
DRAW
N BY
CHEC
KED
BY
Brew
er46
5 So
uth
Mai
n St
reet
PO B
ox 6
39Br
ewer
, ME
T.20
7-98
9-48
24F.
207-
989-
4881
Pres
que
Isle
549
Mai
n St
reet
PO B
ox 8
27Pr
esqu
e Is
le, M
ET.
207-
764-
8412
F.20
7-76
4-84
14
Lew
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n64
0 M
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Stre
etLe
wis
ton,
ME
T.20
7-79
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09F.
207-
795-
6128
Engin
eers
Envir
onme
ntal S
cienti
stsSu
rveyo
rs
Mac
hias
61 D
ublin
Stre
etPO
Box
587
Mac
hias
, ME
T.20
7-25
5-32
70F.
207-
255-
8367
Bar H
arbo
r13
66 S
tate
Hw
y 10
2Ba
r Har
bor,
ME
T.20
7-28
8-05
87F.
207-
288-
0588
Wat
ervi
lle44
Mai
n St
reet
Suite
204
Wat
ervi
lle, M
ET.
207-
680-
2202
F.20
7-68
0-22
04
Saco
146
Mai
n St
reet
Suite
300
Saco
, ME
T.20
7-28
3-91
51F.
207-
283-
9136
BWLK
, a d
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ion
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1 M
cGre
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Fort
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9-48
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239-
481-
1073
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IND
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OJE
CT
CLI
FTO
N, M
AIN
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TOW
ER 4
SIT
E PL
AN
1"=30'
2019-07-15
BLQ TRB
LF TRB
11657.006
C104
FORPERMITTING ONLY
TOWER 4 SITE PLANSCALE: 1"=30
1 inch = ft.( IN FEET )
GRAPHIC SCALE030 15 30 60 120
30
09/27/2019
28+34
24+00 25+0026+00
27+00
28+00
23+50 24+50 25+50
26+50
27+50
TOWER 5 SITE
730
720
720
730
734
736
740
750
760
BUFFER N 150' x
130'
AREA TO BERE-VEGETATED
SILT FENCE
SF SF SF SF SF SF SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF SF
PRO
PERT
Y LI
NE
PRO
PERT
Y LI
NE
STONE BERMLEVEL LIPSPREADER
PROJ
ECT T
ITLE
SHEE
T TITL
E
SCALE
DATE
DRAWN BY
DESIGNED BY
JOB NUMBER
CHECKED BY
APPROVED BY
DRAWING NUMBER
REV.
R1R2R3R4
DESC
RIPT
ION
R5R6R7
P:\1
1657
-SW
EB_D
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OPM
ENT\
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ING
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\116
57.0
06-C
-SP.
DW
G, 9
/27/
2019
10:
39 A
M
ISSUE STATUS
DATE
DRAW
N BY
CHEC
KED
BY
Brew
er46
5 So
uth
Mai
n St
reet
PO B
ox 6
39Br
ewer
, ME
T.20
7-98
9-48
24F.
207-
989-
4881
Pres
que
Isle
549
Mai
n St
reet
PO B
ox 8
27Pr
esqu
e Is
le, M
ET.
207-
764-
8412
F.20
7-76
4-84
14
Lew
isto
n64
0 M
ain
Stre
etLe
wis
ton,
ME
T.20
7-79
5-60
09F.
207-
795-
6128
Engin
eers
Envir
onme
ntal S
cienti
stsSu
rveyo
rs
Mac
hias
61 D
ublin
Stre
etPO
Box
587
Mac
hias
, ME
T.20
7-25
5-32
70F.
207-
255-
8367
Bar H
arbo
r13
66 S
tate
Hw
y 10
2Ba
r Har
bor,
ME
T.20
7-28
8-05
87F.
207-
288-
0588
Wat
ervi
lle44
Mai
n St
reet
Suite
204
Wat
ervi
lle, M
ET.
207-
680-
2202
F.20
7-68
0-22
04
Saco
146
Mai
n St
reet
Suite
300
Saco
, ME
T.20
7-28
3-91
51F.
207-
283-
9136
BWLK
, a d
ivis
ion
ofC
ES, I
nc.
1304
1 M
cGre
gor B
lvd
Fort
Mye
rs, F
L 33
919
T.23
9-48
1-13
31F.
239-
481-
1073
SILV
ER M
APL
E W
IND
EN
ERG
Y PR
OJE
CT
CLI
FTO
N, M
AIN
E
TOW
ER 5
SIT
E PL
AN
1"=30'
2019-07-15
BLQ TRB
LF TRB
11657.006
C105
FORPERMITTING ONLY
TOWER 5 SITE PLANSCALE: 1"=30
1 inch = ft.( IN FEET )
GRAPHIC SCALE030 15 30 60 120
30
09/27/2019
0+00
1+00
2+00
3+00
4+00
5+00 6+007+00
8+009+00
10+0011+00
12+00
13+0014+00
15+0016+00
0+50
1+50
2+50 3+50
4+50
5+506+50
7+508+50
9+5010+50
11+50
12+50
13+5014+50
15+50
TOWER 1 SITE
TOWER 2 SITE
640
650
660
650
640
640
630
620
610
630
670
670
670
660
672
674
638
636
634
632
BUFFER A
150' x 100'
BUFFER B285' x 55'
BUFFER C
30' x 60'
BUFFER D
30' x 120'
BUFF
ER E
30' x
60'
BUFF
ER F
30' x
120
'
BUFFER G150' x 360'
BUFFER H55' x 290'
SFSF
SFSF SF SF SF SF
SF
SFSF
SFSF
SFSF
SFSF
SF
SFSF
SFSF
SFSF
SFSF SF
SFSF
SF
SF
SF SF SF SF SF SF SF SF
SF
SF
SF SF SF SF SF SF
12'
12' WIDEPERMANENTACCESS ROAD
12' WIDE PERMANENTACCESS ROAD
LIMITS OF TEMPORARYCONSTRUCTION ROAD
STONE BERMLEVEL LIPSPREADER
STONE BERMLEVEL LIPSPREADER
STONE BERMLEVEL LIPSPREADER
640.00
645.00
650.00
655.00
660.00
665.00
670.00
675.00
680.000+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
TOW
ER 1
SIT
E
0+00
640.
44
641.
5964
1.55
642.
7464
2.39
1+00
643.
8964
3.45
645.
0464
4.28
646.
1964
5.40
647.
3064
6.39
2+00
648.
2164
7.20
648.
9364
7.56
649.
5064
8.86
650.
0864
9.98
3+00
650.
8965
1.12
652.
0265
2.25
653.
4465
3.63
654.
9465
5.03
4+00
656.
4465
6.42
657.
9165
7.09
659.
2365
7.19
660.
4165
8.64
5+00
661.
4365
9.12
662.
2965
9.68
663.
0066
0.63
663.
5666
1.31
6+00
663.
9766
2.11
664.
2666
2.94
664.
5366
3.72
664.
8166
4.24
7+00
665.
0866
4.69
665.
3666
5.27
665.
6366
5.76
665.
9166
6.18
8+00
666.
1866
6.64
666.
4666
6.69
666.
7366
6.50
667.
0166
6.67
9+00
667.
2966
6.90
667.
5666
7.33
667.
8466
7.67
668.
1166
7.83
10+0066
8.39
667.
97
668.
6666
8.36
668.
9466
8.87
669.
2166
9.30
11+00
669.
5066
9.77
669.
8167
0.32
670.
1267
0.85
670.
4567
1.09
12+00
670.
7967
1.17
671.
1467
1.43
671.
5067
2.03
671.
8867
2.50
13+00
672.
2567
2.67
672.
6367
2.87
673.
0067
3.22
673.
3867
3.64
14+00
673.
7567
4.30
674.
1367
4.43
674.
5167
4.63
674.
8867
4.90
15+00
75.00 V.C.
HIGH POINT ELEV = 649.11HIGH POINT STA = 2+58
PVI STA = 2+20PVI ELEV = 648.26
A.D. = 0.23K = 31.85
BVC
S =
1+82
BVC
E =
646.
54
EVC
S =
2+58
EVC
E =
649.
11
200.00 V.C.
HIGH POINT ELEV = 664.08HIGH POINT STA = 6+34
PVI STA = 5+34PVI ELEV = 662.98
A.D. = 1.23K = 40.83
BVC
S =
4+34
BVC
E =
656.
98
EVC
S =
6+34
EVC
E =
664.
08
75.00 V.C.
LOW POINT ELEV = 649.90LOW POINT STA = 2+92
PVI STA = 3+30PVI ELEV = 650.74
A.D. = 0.36K = 20.00
BVC
S =
2+92
BVC
E =
649.
90
EVC
S =
3+68
EVC
E =
652.
99
200.00 V.C.
LOW POINT ELEV = 669.05LOW POINT STA = 10+85
PVI STA = 11+85PVI ELEV = 670.15
A.D. = 0.11K = 498.70
BVC
S =
10+8
5BV
CE
= 66
9.05
EVC
S =
12+8
5EV
CE
= 67
1.65
4.60%
2.25%
6.00%
1.10%
PROJ
ECT T
ITLE
SHEE
T TITL
E
SCALE
DATE
DRAWN BY
DESIGNED BY
JOB NUMBER
CHECKED BY
APPROVED BY
DRAWING NUMBER
REV.
R1R2R3R4
DESC
RIPT
ION
R5R6R7
P:\1
1657
-SW
EB_D
EVEL
OPM
ENT\
006-
SILV
ER M
APLE
CIV
IL D
ESIG
N &
PER
MIT
TIN
G-T
RB\
02-C
AD_D
RAW
ING
S\C
IVIL
\DSG
N_D
WG
S\M
DEP
\116
57.0
06-C
-SP.
DW
G, 9
/27/
2019
10:
39 A
M
ISSUE STATUS
DATE
DRAW
N BY
CHEC
KED
BY
Brew
er46
5 So
uth
Mai
n St
reet
PO B
ox 6
39Br
ewer
, ME
T.20
7-98
9-48
24F.
207-
989-
4881
Pres
que
Isle
549
Mai
n St
reet
PO B
ox 8
27Pr
esqu
e Is
le, M
ET.
207-
764-
8412
F.20
7-76
4-84
14
Lew
isto
n64
0 M
ain
Stre
etLe
wis
ton,
ME
T.20
7-79
5-60
09F.
207-
795-
6128
Engin
eers
Envir
onme
ntal S
cienti
stsSu
rveyo
rs
Mac
hias
61 D
ublin
Stre
etPO
Box
587
Mac
hias
, ME
T.20
7-25
5-32
70F.
207-
255-
8367
Bar H
arbo
r13
66 S
tate
Hw
y 10
2Ba
r Har
bor,
ME
T.20
7-28
8-05
87F.
207-
288-
0588
Wat
ervi
lle44
Mai
n St
reet
Suite
204
Wat
ervi
lle, M
ET.
207-
680-
2202
F.20
7-68
0-22
04
Saco
146
Mai
n St
reet
Suite
300
Saco
, ME
T.20
7-28
3-91
51F.
207-
283-
9136
BWLK
, a d
ivis
ion
ofC
ES, I
nc.
1304
1 M
cGre
gor B
lvd
Fort
Mye
rs, F
L 33
919
T.23
9-48
1-13
31F.
239-
481-
1073
SILV
ER M
APL
E W
IND
EN
ERG
Y PR
OJE
CT
CLI
FTO
N, M
AIN
E
RO
AD
ON
E PL
AN
& P
RO
FILE
STA
0+0
0 TO
15+
00
1"=50'
2019-07-15
BLQ TRB
LF TRB
11657.006
C201
FORPERMITTING ONLY
MA
TCH
LIN
E
00 50' 100'ROAD ONE PROFILE - STA 0+00 TO 15+00SCALE: H: 1"=50 / V: 1"=5''
005'
10'
00 50' 100'ROAD ONE PLAN VIEW - STA 0+00 TO 15+00 SCALE: 1"=50
C20
2C
201
SEE SHEET C101
SEE SHEET C102
09/27/2019
15+0016+00
17+00
18+0019+00
20+0021+00
22+0023+00
24+0025+00
26+0026+75
14+5015+50 16+50
17+50
18+5019+50
20+5021+50
22+5023+50
24+5025+50
26+50
TOWER 2 SITE
TOWER 3 SITE
686
690
680
670
660
670
674
676
700
700
690
BUFFER H55' x 290'
BUFFER I860' x 35'
BUFFER J990' x 35'
BUFFER K
150' x 168'
SF SF SF SF SF
SF
SF
SF
SF
SF
SF SF SF
SFSF
SFSF SF SF SF SF SF SF SF
SF SF SF SF SFSF
SFSF
SF
SFSF
SFSF
SFSF
SFSF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF
SF SF SF SF SF SF SF SFSF
SF
SFSF
SFSF
SFSF
SFSF
SF
SF
SFSF
SFSF
SF SF
SF
SF
SF
SF
SF
670.00
675.00
680.00
685.00
690.00
695.00
700.00
705.00
710.0015+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+75
15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 26+75
674.
8867
4.90
15+00
675.
2667
5.16
675.
6367
5.71
676.
0167
5.77
676.
3867
6.09
16+00
676.
7667
6.20
677.
1367
6.13
677.
5167
6.54
677.
8967
6.98
17+00
678.
2667
7.27
678.
6467
7.51
679.
0167
7.65
679.
3967
7.75
18+00
679.
7667
8.25
680.
1467
8.33
680.
5167
9.05
680.
8967
9.30
19+00
681.
2767
9.34
681.
6467
9.55
682.
0268
0.00
682.
3968
0.37
20+00
682.
7768
0.90
683.
1468
1.38
683.
5268
1.64
683.
8968
1.95
21+00
684.
2768
2.17
684.
6568
2.23
685.
0268
2.51
685.
4068
3.08
22+00
685.
7768
3.11
686.
1668
3.07
686.
6268
3.37
687.
1768
3.41
23+00
687.
8068
3.44
688.
5268
3.76
689.
3268
4.14
690.
2168
4.40
24+00
691.
1768
4.79
692.
1568
5.03
693.
1268
5.11
694.
1068
5.34
25+00
695.
0768
6.38
696.
0568
8.04
697.
0369
0.86
698.
0069
4.36
26+00
698.
9869
7.05
699.
9569
9.34
700.
9370
0.93
26+75
175.00 V.C.
LOW POINT ELEV = 685.96LOW POINT STA = 22+38
PVI STA = 23+25PVI ELEV = 687.28
A.D. = 0.53K = 72.96
BVC
S =
22+3
8BV
CE
= 68
5.96
EVC
S =
24+1
3EV
CE
= 69
0.69TO
WER
2 S
ITE
3.90%
1.50%
PROJ
ECT T
ITLE
SHEE
T TITL
E
SCALE
DATE
DRAWN BY
DESIGNED BY
JOB NUMBER
CHECKED BY
APPROVED BY
DRAWING NUMBER
REV.
R1R2R3R4
DESC
RIPT
ION
R5R6R7
P:\1
1657
-SW
EB_D
EVEL
OPM
ENT\
006-
SILV
ER M
APLE
CIV
IL D
ESIG
N &
PER
MIT
TIN
G-T
RB\
02-C
AD_D
RAW
ING
S\C
IVIL
\DSG
N_D
WG
S\M
DEP
\116
57.0
06-C
-SP.
DW
G, 9
/27/
2019
10:
39 A
M
ISSUE STATUS
DATE
DRAW
N BY
CHEC
KED
BY
Brew
er46
5 So
uth
Mai
n St
reet
PO B
ox 6
39Br
ewer
, ME
T.20
7-98
9-48
24F.
207-
989-
4881
Pres
que
Isle
549
Mai
n St
reet
PO B
ox 8
27Pr
esqu
e Is
le, M
ET.
207-
764-
8412
F.20
7-76
4-84
14
Lew
isto
n64
0 M
ain
Stre
etLe
wis
ton,
ME
T.20
7-79
5-60
09F.
207-
795-
6128
Engin
eers
Envir
onme
ntal S
cienti
stsSu
rveyo
rs
Mac
hias
61 D
ublin
Stre
etPO
Box
587
Mac
hias
, ME
T.20
7-25
5-32
70F.
207-
255-
8367
Bar H
arbo
r13
66 S
tate
Hw
y 10
2Ba
r Har
bor,
ME
T.20
7-28
8-05
87F.
207-
288-
0588
Wat
ervi
lle44
Mai
n St
reet
Suite
204
Wat
ervi
lle, M
ET.
207-
680-
2202
F.20
7-68
0-22
04
Saco
146
Mai
n St
reet
Suite
300
Saco
, ME
T.20
7-28
3-91
51F.
207-
283-
9136
BWLK
, a d
ivis
ion
ofC
ES, I
nc.
1304
1 M
cGre
gor B
lvd
Fort
Mye
rs, F
L 33
919
T.23
9-48
1-13
31F.
239-
481-
1073
SILV
ER M
APL
E W
IND
EN
ERG
Y PR
OJE
CT
CLI
FTO
N, M
AIN
E
RO
AD
ON
E PL
AN
& P
RO
FILE
STA
TIO
N 1
5+00
TO
26+
75
1"=50'
2019-07-15
BLQ TRB
LF TRB
11657.006
C202
FORPERMITTING ONLY
MA
TCH
LIN
E C
201
00 50' 100'ROAD ONE PROFILE - STA 15+00 TO 26+75SCALE: H: 1"=50 / V: 1"=10''
005'
10'
00 50' 100'ROAD ONE PLAN VIEW - STA 15+00 TO 26+75SCALE: 1"=50
C20
2
SEE SHEET C103
09/27/2019
1+00
2+00
3+00
4+00
5+006+00
7+00
0+50
1+50
2+50
3+50
4+50
5+506+50
7+50
595.00
600.00
605.00
610.00
615.00
620.00
625.00
630.00
635.00
640.000+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50
0+75 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50
605.
57
0+75
606.
17
1+00
606.
75
607.
31
607.
57
607.
6760
7.50
2+00
607.
6360
6.62
607.
6060
5.63
607.
5660
4.71
607.
5360
3.97
3+00
607.
6560
3.30
608.
0660
3.38
608.
7460
3.70
609.
7060
5.94
4+00
610.
9460
7.25
612.
4660
8.11
614.
2561
1.37
616.
3361
4.43
5+00
618.
5261
8.35
620.
7162
0.90
622.
9062
4.54
625.
0962
7.51
6+00
627.
2863
0.24
629.
4763
3.29
631.
6663
5.71
633.
8563
7.47
7+00
636.
0463
9.61
638.
2364
1.55
7+50
200.00 V.C.
LOW POINT ELEV = 607.53LOW POINT STA = 3+01
PVI STA = 3+98PVI ELEV = 607.39
A.D. = 2.23K = 22.47
BVC
S =
2+98
BVC
E =
607.
53
EVC
S =
4+98
EVC
E =
616.
15
-0.14%
8+00
9+00 10+00 11+00 12+00 13+00 14+00 15+00
7+50
8+50 9+50 10+50 11+50 12+50 13+50 14+50 15+50
TOWER 4 SITE
680
670
660
670
670
676
678
BUFFER L
150'
x 360
'
SFSF SF
SF
SF
SF
SF
SF
SF
SF
SFSF
SFSF
SF
12'
12' WIDEPERMANENTACCESS ROAD
635.00
640.00
645.00
650.00
655.00
660.00
665.00
670.00
675.00
680.00
685.00
7+50 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 15+75
7+50 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 15+75
638.
2364
1.55
7+50
640.
4264
3.46
642.
6164
5.39
8+00
644.
8064
7.09
646.
9964
9.22
649.
1865
0.75
651.
3765
2.70
9+00
653.
5665
4.11
655.
7565
5.41
657.
9465
7.28
660.
1365
7.99
10+00
662.
3265
9.97
664.
5266
1.87
666.
5966
3.42
668.
4466
4.70
11+00
670.
0766
6.15
671.
4666
7.52
672.
6366
8.90
673.
5767
0.67
12+00
674.
2967
2.24
674.
7867
3.99
675.
1567
4.95
675.
5367
6.01
13+00
675.
9067
7.01
676.
2867
8.20
676.
7167
9.51
677.
2668
0.53
14+00
677.
9268
2.11
678.
7068
3.30
679.
6068
4.54
680.
6168
5.92
15+00
681.
7368
6.74
682.
9868
7.96
684.
2868
8.99
15+75
200.00 V.C.
HIGH POINT ELEV = 674.78HIGH POINT STA = 12+50
PVI STA = 11+50PVI ELEV = 673.28
A.D. = 1.82K = 27.55
BVC
S =
10+5
0BV
CE
= 66
4.52
EVC
S =
12+5
0EV
CE
= 67
4.78
200.00 V.C.
LOW POINT ELEV = 676.28LOW POINT STA = 13+50
PVI STA = 14+50PVI ELEV = 677.78
A.D. = 0.93K = 54.06
BVC
S =
13+5
0BV
CE
= 67
6.28
EVC
S =
15+5
0EV
CE
= 68
2.98
8.76%
1.50%
TOW
ER 4
SIT
E
PROJ
ECT T
ITLE
SHEE
T TITL
E
SCALE
DATE
DRAWN BY
DESIGNED BY
JOB NUMBER
CHECKED BY
APPROVED BY
DRAWING NUMBER
REV.
R1R2R3R4
DESC
RIPT
ION
R5R6R7
P:\1
1657
-SW
EB_D
EVEL
OPM
ENT\
006-
SILV
ER M
APLE
CIV
IL D
ESIG
N &
PER
MIT
TIN
G-T
RB\
02-C
AD_D
RAW
ING
S\C
IVIL
\DSG
N_D
WG
S\M
DEP
\116
57.0
06-C
-SP.
DW
G, 9
/27/
2019
10:
40 A
M
ISSUE STATUS
DATE
DRAW
N BY
CHEC
KED
BY
Brew
er46
5 So
uth
Mai
n St
reet
PO B
ox 6
39Br
ewer
, ME
T.20
7-98
9-48
24F.
207-
989-
4881
Pres
que
Isle
549
Mai
n St
reet
PO B
ox 8
27Pr
esqu
e Is
le, M
ET.
207-
764-
8412
F.20
7-76
4-84
14
Lew
isto
n64
0 M
ain
Stre
etLe
wis
ton,
ME
T.20
7-79
5-60
09F.
207-
795-
6128
Engin
eers
Envir
onme
ntal S
cienti
stsSu
rveyo
rs
Mac
hias
61 D
ublin
Stre
etPO
Box
587
Mac
hias
, ME
T.20
7-25
5-32
70F.
207-
255-
8367
Bar H
arbo
r13
66 S
tate
Hw
y 10
2Ba
r Har
bor,
ME
T.20
7-28
8-05
87F.
207-
288-
0588
Wat
ervi
lle44
Mai
n St
reet
Suite
204
Wat
ervi
lle, M
ET.
207-
680-
2202
F.20
7-68
0-22
04
Saco
146
Mai
n St
reet
Suite
300
Saco
, ME
T.20
7-28
3-91
51F.
207-
283-
9136
BWLK
, a d
ivis
ion
ofC
ES, I
nc.
1304
1 M
cGre
gor B
lvd
Fort
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L 33
919
T.23
9-48
1-13
31F.
239-
481-
1073
SILV
ER M
APL
E W
IND
EN
ERG
Y PR
OJE
CT
CLI
FTO
N, M
AIN
E
RO
AD
TW
O P
LAN
& P
RO
FILE
STA
0+0
0 TO
15+
50
1"=50'
2019-07-15
BLQ TRB
LF TRB
11657.006
C203
FORPERMITTING ONLY
MA
TCH
LIN
E
00 50' 100'ROAD TWO PROFILE - STA 0+00 TO 7+50SCALE: H: 1"=50 / V: 1"=5''
005'
10'
00 50' 100'ROAD TWO PLAN VIEW - STA 0+00 TO 7+50SCALE: 1"=50
C20
4C
203
MATCH LINEC203
C203
ROAD TWO PLAN VIEW - STA 7+50 TO 15+50 SCALE: 1"=50
ROAD TWO PROFILE - STA 7+50 TO 15+50SCALE: H: 1"=50 / V: 1"=5''
MAT
CH L
INE C2
03C203 SEE SHEET C104
TO BE REMOVED
START ROAD TWOCONSTRUCTION INTHIS AREA
(2) PROPOSED 24" HDPEL: 75', S: 0.0133INV. IN: 599.00 (N)INV. IN: 599.00 (S)INV. OUT: 598.00 (N)INV. OUT: 598.00 (S)
09/27/2019
28+34
15+0016+00
17+00
18+00
19+00
20+00
21+0022+00
23+0024+00
25+00 26+00
27+00
28+00
15+50
16+50
17+50
18+50
19+50
20+5021+50
22+5023+50
24+5025+50 26+50
27+50
TOWER 4 SITE
TOWER 5 SITE
730
720
690
720
730
734
736
740
750
760
BUFFER M940' x 55'
BUFFER N
150'
x 130
'
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SFSF
SF
PRO
PER
TY L
INE
680.00
685.00
690.00
695.00
700.00
705.00
710.00
715.0015+50 16+00 17+00 18+00 19+00 20+00 21+00 22+00
15+50 16+00 17+00 18+00 19+00 20+00 21+00 22+00
682.
9868
7.96
15+50
684.
2868
8.99
685.
5869
0.91
16+00
686.
8869
1.62
688.
1869
1.83
689.
4869
1.98
690.
7869
3.06
17+00
692.
0169
3.91
693.
1069
4.41
694.
0669
4.97
694.
8869
5.84
18+00
695.
6369
5.99
696.
3869
6.62
697.
1369
7.75
697.
8869
8.53
19+00
698.
6369
9.30
699.
3869
9.81
700.
1370
0.23
700.
9270
0.71
20+00
701.
7970
1.44
702.
7570
2.27
703.
7970
3.24
704.
9270
4.89
21+00
706.
1370
6.60
707.
3870
7.59
708.
6370
8.57
709.
8870
9.70
22+00
100.00 V.C.
HIGH POINT ELEV = 694.88HIGH POINT STA = 18+00
PVI STA = 17+50PVI ELEV = 693.38
A.D. = 0.28K = 45.46
BVC
S =
17+0
0BV
CE
= 69
0.78
EVC
S =
18+0
0EV
CE
= 69
4.88
5.20%
3.00%
150.00 V.C.
LOW POINT ELEV = 700.13LOW POINT STA = 19+75
PVI STA = 20+50PVI ELEV = 702.38
A.D. = 0.38K = 75.00
BVC
S =
19+7
5BV
CE
= 70
0.13
EVC
S =
21+2
5EV
CE
= 70
6.13
710.00
715.00
720.00
725.00
730.00
735.00
740.00
745.00
750.0022+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50
22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50
TOW
ER 5
SIT
E
709.
8870
9.70
22+00
711.
1371
0.97
712.
3871
2.16
713.
6371
3.33
714.
8871
4.42
23+00
716.
1371
5.60
717.
3871
6.87
718.
6371
7.92
719.
8871
8.90
24+00
721.
1371
9.98
722.
3872
1.27
723.
6372
2.18
724.
8872
2.72
25+00
726.
1372
3.77
727.
3872
5.03
728.
6372
6.01
729.
8872
7.16
26+00
731.
1372
8.55
732.
2972
9.95
733.
2973
1.68
734.
1373
3.63
27+00
734.
7973
6.10
735.
2973
9.99
735.
6374
3.71
735.
8874
6.95
28+00
736.
1375
0.33
736.
38
28+50
1.00%
5.00%
150.00 V.C.
HIGH POINT ELEV = 735.63HIGH POINT STA = 27+75
PVI STA = 27+00PVI ELEV = 734.88
A.D. = 0.75K = 37.50
BVC
S =
26+2
5BV
CE
= 73
1.13
EVC
S =
27+7
5EV
CE
= 73
5.63
PROJ
ECT T
ITLE
SHEE
T TITL
E
SCALE
DATE
DRAWN BY
DESIGNED BY
JOB NUMBER
CHECKED BY
APPROVED BY
DRAWING NUMBER
REV.
R1R2R3R4
DESC
RIPT
ION
R5R6R7
P:\1
1657
-SW
EB_D
EVEL
OPM
ENT\
006-
SILV
ER M
APLE
CIV
IL D
ESIG
N &
PER
MIT
TIN
G-T
RB\
02-C
AD_D
RAW
ING
S\C
IVIL
\DSG
N_D
WG
S\M
DEP
\116
57.0
06-C
-SP.
DW
G, 9
/27/
2019
10:
40 A
M
ISSUE STATUS
DATE
DRAW
N BY
CHEC
KED
BY
Brew
er46
5 So
uth
Mai
n St
reet
PO B
ox 6
39Br
ewer
, ME
T.20
7-98
9-48
24F.
207-
989-
4881
Pres
que
Isle
549
Mai
n St
reet
PO B
ox 8
27Pr
esqu
e Is
le, M
ET.
207-
764-
8412
F.20
7-76
4-84
14
Lew
isto
n64
0 M
ain
Stre
etLe
wis
ton,
ME
T.20
7-79
5-60
09F.
207-
795-
6128
Engin
eers
Envir
onme
ntal S
cienti
stsSu
rveyo
rs
Mac
hias
61 D
ublin
Stre
etPO
Box
587
Mac
hias
, ME
T.20
7-25
5-32
70F.
207-
255-
8367
Bar H
arbo
r13
66 S
tate
Hw
y 10
2Ba
r Har
bor,
ME
T.20
7-28
8-05
87F.
207-
288-
0588
Wat
ervi
lle44
Mai
n St
reet
Suite
204
Wat
ervi
lle, M
ET.
207-
680-
2202
F.20
7-68
0-22
04
Saco
146
Mai
n St
reet
Suite
300
Saco
, ME
T.20
7-28
3-91
51F.
207-
283-
9136
BWLK
, a d
ivis
ion
ofC
ES, I
nc.
1304
1 M
cGre
gor B
lvd
Fort
Mye
rs, F
L 33
919
T.23
9-48
1-13
31F.
239-
481-
1073
SILV
ER M
APL
E W
IND
EN
ERG
Y PR
OJE
CT
CLI
FTO
N, M
AIN
E
RO
AD
TW
O P
LAN
& P
RO
FILE
STA
TIO
N 1
5+50
TO
28+
50
1"=50'
2019-07-15
BLQ TRB
LF TRB
11657.006
C204
FORPERMITTING ONLY
00 50' 100'
005'
10'
00 50' 100'
MA
TCH
LIN
E C
203
C20
4
ROAD TWO PLAN VIEW - STA 7+50 TO 15+50 SCALE: 1"=50
ROAD TWO PROFILE - STA 15+50 TO 22+00SCALE: H: 1"=50 / V: 1"=5''
ROAD TWO PROFILE - STA 15+50 TO 28+50SCALE: H: 1"=50 / V: 1"=5''
SEE SHEET C104
09/27/2019
EROSION CONTROL NOTES1. ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE MAINE EROSION AND SEDIMENTATION CONTROL
BEST MANAGEMENT PRACTICES (BMPS), PUBLISHED BY THE BUREAU OF LAND AND WATER QUALITY, MAINE DEPARTMENT OF ENVIRONMENTALPROTECTION, LATEST EDITION.
2. SILT FENCE WILL BE INSPECTED, REPLACED AND/OR REPAIRED IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL OR SNOW MELT OR LOSSOF SERVICEABILITY DUE TO SEDIMENT ACCUMULATION. AT A MINIMUM, ALL EROSION CONTROL DEVICES WILL BE OBSERVED WEEKLY.
3. DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT WILL BE RETURNED TO CONSTRUCTION SITE.
4. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS UPSLOPE ARE STABILIZED BY ASUITABLE GROWTH OF GRASS. ONCE A SUITABLE GROWTH OF GRASS HAS BEEN OBTAINED, ALL TEMPORARY EROSION CONTROL ITEMS SHALLBE REMOVED BY THE CONTRACTOR. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THEY ARE REMOVED SHALL BE DRESSED TOCONFORM WITH THE EXISTING GRADE, PREPARED, SEEDED, AND MULCHED IMMEDIATELY.
5. ALL DISTURBED AREAS WILL BE SEEDED WITH 2.5 LBS. RED FESCUE AND 0.5 LBS. RYE GRASS PER 1,000 SQUARE FEET AND MULCHED AT A RATEOF 90 LBS. PER 1,000 SQUARE FEET OR EQUIVALENT APPLICATION OF SEED AND MULCH.
6. A SUITABLE BINDER SUCH AS CURASOL OR TERRTACK WILL BE USED ON THE HAY MULCH FOR WIND CONTROL.
7. IF FINAL SEEDING OF DISTURBED AREAS IS NOT COMPLETED BY SEPTEMBER 15th OF THE YEAR OF CONSTRUCTION, THEN ON THAT DATE THESEAREAS WILL BE GRADED AND SEEDED WITH WINTER RYE AT THE RATE OF 112 POUNDS PER ACRE OR 3 POUNDS PER 1000 SQUARE FEET. THE RYESEEDING WILL BE PRECEDED BY AN APPLICATION OF 3 TONS OF LIME AND 800 LBS. OF 10-20-20 FERTILIZER OR ITS EQUIVALENT. MULCH WILL BEAPPLIED AT A RATE OF 90 POUNDS PER 1000 SQUARE FEET.
8. IF THE RYE SEEDING CANNOT BE COMPLETED BY OCTOBER 1st OR IF THE RYE DOES NOT MAKE ADEQUATE GROWTH BY DECEMBER 1st, THEN ONTHOSE DATES, HAY MULCH WILL BE APPLIED AT 150 POUNDS PER 1000 SQUARE FEET.
9. INTERIOR SILT FENCES ALONG CONTOUR DIVIDING FLAT AND STEEP SLOPES, AREAS WITH DIFFERENT DISTURBANCE SCHEDULES, AROUNDTEMPORARY STOCKPILES OR IN OTHER UNSPECIFIED POSSIBLE CIRCUMSTANCES SHOULD BE CONSIDERED BY THE CONTRACTOR. THE INTENTOF SUCH INTERIOR SILT FENCES IS TO LIMIT SEDIMENT TRANSPORT WITHIN THE SITE TOWARD THE PROTECTED CATCH BASIN INLETS TO MINIMIZESEDIMENT REMOVAL REQUIRED BY THE EROSION CONTROL NOTE 9 PROTECTIONS AND EXTEND LIFE OF SUCH DEVICES.
10. THE CONTRACTOR SHALL PROVIDE A SEDIMENT BASIN FOR ALL WATER PUMPED FROM EXCAVATIONS. BASIN SHALL BE DESIGNED ANDCONSTRUCTED IN ACCORDANCE WITH THE "MAINE EROSION AND SEDIMENT HANDBOOK FOR CONSTRUCTION: BEST MANAGEMENT PRACTICES".THE CONTRACTOR SHALL SUBMIT FOR REVIEW/APPROVAL PRIOR TO BEGINNING ANY PROJECT WORK.
11. MINIMUM EROSION CONTROL MEASURES WILL NEED TO BE IMPLEMENTED AND THE CONTRACTOR WILL BE RESPONSIBLE TO MAINTAIN ALLCOMPONENTS OF THE EROSION CONTROL PLAN UNTIL THE SITE IS FULLY STABILIZED. HOWEVER, BASED ON SITE AND WEATHERCONDITIONS DURING CONSTRUCTION, ADDITIONAL EROSION CONTROL MEASURES MAY NEED TO BE IMPLEMENTED. ALL AREAS OF INSTABILITYAND EROSION MUST BE REPAIRED IMMEDIATELY DURING CONSTRUCTION AND NEED TO BE MAINTAINED UNTIL THE SITE IS FULLY STABILIZED ORVEGETATION IS ESTABLISHED. A CONSTRUCTION LOG MUST BE MAINTAINED FOR THE EROSION AND SEDIMENTATION CONTROL INSPECTIONS ANDMAINTENANCE
CONTRACTOR WILL BE RESPONSIBLE FOR FOLLOWING PROCEDURES FOUND IN THE "MAINE EROSION AND SEDIMENT CONTROL PRACTICES FIELDGUIDE FOR CONTRACTORS" (PUBLISHED MARCH 2015). THE PUBLICATION CAN BE FOUND AT:HTTP://WWW.MAINE.GOV/DEP/LAND/EROSION/ESCBMPS/INDEX.HTML
NOTE:MINIMUM SIDESLOPESHALL BE 2:1 UNLESSSHOWN OTHERWISE.
EROSION CONTROLBLANKET
1' M
IN. 3
1
(VA
RIE
S)
4" LOAM(MDOT 615.07)
SEED &MULCH
TYPICAL GRASS LINED DITCH DETAILN.T.S.
SILT FENCE DETAILN.T.S.
1. KEY FABRIC IN A 6"x6"TRENCH W/BACKFILLAND COMPACT.
2. SILT FENCE SHALL BE A3' FENCE WITH AMINIMUM GRABSTRENGTH OF 120 LBS.
WOODEN STAKE TYP.
FILTER FABRIC
BACKFILLED ANDCOMPACTED6"x6" TRENCH
EXISTINGGROUND
SPACING 6'-0" O.C.
NOTES:
PROJ
ECT T
ITLE
SHEE
T TITL
E
SCALE
DATE
DRAWN BY
DESIGNED BY
JOB NUMBER
CHECKED BY
APPROVED BY
DRAWING NUMBER
REV.
R1R2R3R4
DESC
RIPT
ION
R5R6R7
P:\1
1657
-SW
EB_D
EVEL
OPM
ENT\
006-
SILV
ER M
APLE
CIV
IL D
ESIG
N &
PER
MIT
TIN
G-T
RB\
02-C
AD_D
RAW
ING
S\C
IVIL
\DSG
N_D
WG
S\M
DEP
\116
57.0
06-C
-DT.
DW
G, 9
/27/
2019
7:0
4 AM
ISSUE STATUS
DATE
DRAW
N BY
CHEC
KED
BY
Brew
er46
5 So
uth
Mai
n St
reet
PO B
ox 6
39Br
ewer
, ME
T.20
7-98
9-48
24F.
207-
989-
4881
Pres
que
Isle
549
Mai
n St
reet
PO B
ox 8
27Pr
esqu
e Is
le, M
ET.
207-
764-
8412
F.20
7-76
4-84
14
Lew
isto
n64
0 M
ain
Stre
etLe
wis
ton,
ME
T.20
7-79
5-60
09F.
207-
795-
6128
Engin
eers
Envir
onme
ntal S
cienti
stsSu
rveyo
rs
Mac
hias
61 D
ublin
Stre
etPO
Box
587
Mac
hias
, ME
T.20
7-25
5-32
70F.
207-
255-
8367
Bar H
arbo
r13
66 S
tate
Hw
y 10
2Ba
r Har
bor,
ME
T.20
7-28
8-05
87F.
207-
288-
0588
Wat
ervi
lle44
Mai
n St
reet
Suite
204
Wat
ervi
lle, M
ET.
207-
680-
2202
F.20
7-68
0-22
04
Saco
146
Mai
n St
reet
Suite
300
Saco
, ME
T.20
7-28
3-91
51F.
207-
283-
9136
BWLK
, a d
ivis
ion
ofC
ES, I
nc.
1304
1 M
cGre
gor B
lvd
Fort
Mye
rs, F
L 33
919
T.23
9-48
1-13
31F.
239-
481-
1073
SILV
ER M
APL
E W
IND
EN
ERG
Y PR
OJE
CT
CLI
FTO
N, M
AIN
E
SITE
DET
AIL
S
NTS
2019-07-24
WAB TRB
WAB TRB
11657.006
C501
FORPERMITTING ONLY
RIP RAPPED SLOPE STABILIZATION DETAILN.T.S.
6 OZ NON WOVENGEOTEXTILE EQUALTO MIRIFI 160N
2' M
IN.
11
MAX
2' MIN.
FILL GAP BETWEEN TOP OF RIP RAPAND UNDISTURBED AREA WITHTOPSOIL, APPLY SEED AND MULCHALONG TOP OF SLOPE
KEY FABRIC,MIN. 2' DEEP
2'x2' TRENCH TO KEYRIP RAP ANDFABRIC, USELARGER PIECES OFEXISTING RIP RAPAT TOE OF SLOPE
18" OF 8" D50 RIP RAP
COARSE SOURCE -SEPARATED WOOD ANDBARK COMPOST INSTALLBERM PERPENDICULAR TONATURAL FLOW
GRADE
5'-0"MIN.
1'-0
" M
IN.
FLOW
2'-0"MIN.
LIM
IT O
F C
ON
STR
UC
TIO
N
EROSION CONTROL MIX BERM DETAILN.T.S. (MAY BE USED AS AN ALTERNATE TO SILT FENCE)
NOTE:THE EROSION CONTROL MIX MUST BE WELL-GRADED WITH AN ORGANICCOMPONENT THAT IS BETWEEN 50 AND 100% OF DRY WEIGHT, ANDTHAT IS COMPOSED OF FIBROUS AND ELONGATED FRAGMENTS. THEMINERAL PORTION OF THE MIX SHOULD BE NATURALLY INCLUDED INTHE PRODUCT WITH NO LARGER ROCKS (>4”) OR LARGE AMOUNTS OFFINES (SILTS AND CLAYS). IN STUMP GRINDING, THE MINERAL SOILORIGINATES FROM THE ROOT BALL AND SHOULD NOT BE REMOVEDBEFORE GRINDING. THE MIX SHOULD BE FREE OF REFUSE, MATERIALTOXIC TO PLANT GROWTH OR UNSUITABLE MATERIAL (BARK CHIPS,GROUND CONSTRUCTION DEBRIS OR REPROCESSED WOODPRODUCTS).
1. SPREADERS SHALL BE INSTALLED WITH A LEVEL INSTRUMENT. CONSTRUCT LEVEL UP TO 0% GRADE TO ENSUREUNIFORM SHEET FLOW. LEVEL SPREADER SHALL BE CONSTRUCTED ON UNDISTURBED SOIL (NOT FILL).
2. SELECT GEOTEXTILE FABRIC BASED ON UNDISTURBED SOILS (SANDS, SILTS, CLAYS, ETC.)
3. PLACE 6" LAYER OF UNIFORMLY GRADED STONE 2" TO 3" IN DIA. RAKE TO FORM SMOOTH UNIFORM SURFACE.DO NOT FILL VOIDS IN STONE.
4. THE INLET DITCH SHALL NOT EXCEED A 1% GRADE FOR AT LEAST 20 FEET BEFORE ENTERING THE SPREADER.
5. STORM RUN-OFF CONVERTED TO SHEET FLOW ACROSS OUTLET APRON SHALL FLOW ONTO STABILIZED AREAS.RUN-OFF SHALL NOT BE RECONCENTRATED IMMEDIATELY BELOW THE POINT OF DISCHARGE.
6. PERIODIC INSPECTION AND REQUIRED MAINTENANCE SHALL BE PROVIDED.
7. CONSTRUCTION OF LEVEL UP SPREADER SHALL BE FROM UPHILL SIDE ONLY. LEVEL UP & AREA BELOWSPREADER SHALL BE AT EXISTING GRADES & UNDISTURBED BY EARTHWORK OR EQUIPMENT.
8. CONSTRUCT SPREADER WITH LIP AT EXISTING ELEVATION AS SPECIFIED.
9. DOWNGRADIENT RECEIVING AREA MUST BE NATURALLY WELL VEGETATED.
10. DISCHARGE NOT PERMITTED WITHIN 25' OF A STREAM OR WETLAND. CONSULT DEP IF STRUCTURE MUST BEWITHIN 75' OF STREAM OR WATER BODY.
DITCH FLOW OR PIPE OUTLETRECOMMENDED ANGLE OF ENTRY OF PIPE IS 30°ARMOR MAY BE REQUIRED TO PREVENT SCOUR
LAST 20' OF INLET DITCHNOT TO EXCEED 1%
EXISTING GRADE (TYP.)
2' HIGH DIVERSION BERM
LEVEL LIP AND LIP OFAPRON TO BECONSTRUCTED ALONGEXISTING CONTOURS.
EXTEND DIVERSIONBERM 10' MIN.BEYOND LEVEL LIP.
STAB
ILIZ
ED B
ACK
SLOPE
L=25'
LEVEL LIP
A
A
CHANNEL GRADE 0%BELOW SPREADER
DO NOT DISTURB EXISTINGVEGETATION BELOW LIP. LEVEL LIPTO BE CUT ALONG EXISTINGCONTOUR. NO MACHINERY BELOW LIP
6" LAYER OF LOOSE LAID STONE(2" TO 3" UNIFORMLY GRADEDWASHED STONE) PLACE STONEON UNDISTURBED SURFACE
EXISTING GRADE
COMPACTED/STABILIZEDDIVERSION BERMGEOTEXTILE FILTER FABRIC IN PLACE SOILSDETERMINE TYPE OF FABRIC SELECTED.
15" PVC (PERFORATED)
18"
MIN
24"
24"
6' MIN.
TYPICAL BUFFER LEVEL SPREADER SYSTEM - SECTION A-AN.T.S.
LEVEL LIP SPREADER DETAILN.T.S.
A B
SPACING
CROSS SECTION
ELEVATION
6"
2'-0
"
2"-6" CRUSHEDSTONE
FLOW
L=DISTANCE SUCH THAT POINTS AAND B ARE OF EQUAL ELEVATION
L
STONE CHECK DAM DETAILN.T.S.
GENERAL CONSTRUCTION NOTES1. THIS PROJECT CONSISTS OF THE CONSTRUCTION OF APPROXIMATELY 5,500 LINEAR FEET OF A 34 FOOT WIDE GRAVEL ACCESS ROAD, 5 WINDMILL
TOWER PADS, AND STORMWATER TREATMENT DEVICES. PROVIDE ALL SURFACE RESTORATION, EROSION CONTROL, TRAFFIC CONTROL, AND OTHERWORK AS SPECIFIED. POST CONSTRUCTION WORK WILL CONSIST OF THE REDUCTION OF ACCESS ROAD WIDTH TO 12'. THIS ACCESS ROAD, ANDACCESS PATHS PATHS LEADING TO THE TOWER PADS, WILL BE THE ONLY AREAS NOT TO BE RE-VEGETATED. WINDMILL STRUCTURES TO BEDESIGNED BY OTHERS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING A PRE-CONSTRUCTION VIDEO OF THE PROJECT AREA. COST SHALL BE INCIDENTALTO THE PROJECT. CONTRACTOR TO PROVIDE A COPY OF THE VIDEO TO THE OWNER AND ENGINEER.
3. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION WITH THE TOWN OF CLIFTON, THE OLD TOWN WATER DISTRICT, UTILITY COMPANIES,DIG SAFE, EMERGENCY SERVICES, PAN AM RAILWAYS AND MAINE DEPARTMENT OF TRANSPORTATION (MDOT) WHERE APPLICABLE. CONTRACTORSHALL NOTIFY ALL UTILITIES PRIOR TO COMMENCING WORK TO ALLOW SUFFICIENT TIME TO LOCATE AND MARK THE LOCATION OF ALL BURIEDUTILITIES. CONTRACTOR SHALL ALSO CONTACT "DIG SAFE", TELEPHONE NO 811 OR 888-DIG-SAFE. REPAIR OF ANY DAMAGED UTILITY WILL BEINCIDENTAL TO THIS PROJECT
4. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IN WRITING OF ANY CONDITION OR OCCURRENCE THAT REPRESENTS A CHANGE INPROJECT SCOPE. VERBAL NOTIFICATION IS REQUIRED PRIOR TO PROCEEDING WITH THE WORK OF THE PROJECT AND WRITTEN NOTIFICATION MUSTBE PROVIDED. REQUESTS FOR FEE ADJUSTMENTS WILL NOT BE CONSIDERED UNLESS PROPER NOTICE IS GIVEN
5. THE CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, AND MATERIALS AS REQUIRED TO PERFORM THE WORK AS INDICATED ON THEDRAWINGS AND IN THE SPECIFICATIONS. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE FEDERAL, STATE AND LOCALCODES.
6. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS. PERMIT APPLICATIONS SHALL BE SUBMITTED WITHADEQUATE TIME SO AS NOT TO DELAY CONSTRUCTION.
7. THE CONTRACTOR SHALL SUPERVISE AND INSPECT THE WORK OF THIS PROJECT IN AN EFFICIENT AND COMPETENT MANNER. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES USED TO COMPLETE THE WORK. THECONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THE WORK IS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. A REPRESENTATIVE OFTHE GENERAL CONTRACTOR SHALL BE PRESENT DURING ALL PHASES OF THE WORK.
8. SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. PERFORM ALL WORK IN ACCORDANCE WITH SAFETY STANDARDS OF APPLICABLE LAWS,BUILDING AND CONSTRUCTION CODES, THE "MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION" PUBLISHED BY THE ASSOCIATED GENERALCONTRACTORS OF AMERICA, THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, AND THE REQUIREMENTS OF TITLE 9OF THE CODE OF FEDERAL REGULATIONS, PART 1926, "SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION".
9. THE LOCATIONS OF ALL PROPERTY LINES AND RIGHT OF WAYS ARE APPROXIMATE (SHOWN FOR REFERENCE ONLY), UNLESS NOTED OTHERWISE.PROPERTY LINES AND RIGHT OF WAYS SHOWN ARE NOT INTENDED TO REPRESENT LEGAL BOUNDARIES.
10. THE LOCATION, TYPE AND SIZE OF EXISTING PIPES, DUCTS, CONDUITS AND OTHER UNDERGROUND STRUCTURES SHOWN ON THE DRAWINGS ARENOT WARRANTED TO BE EXACT NOR IS IT WARRANTED THAT ALL UNDERGROUND STRUCTURES ARE SHOWN. CONTRACTOR SHALL FIELD VERIFYALL UTILITY LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. DEPTH OF SERVICES ARE UNKNOWN AND SHALL BE FIELD VERIFIED BY THECONTRACTOR. EXCAVATING TEST PITS AS NECESSARY TO VERIFY UTILITY LOCATIONS AND DEPTHS SHALL BE INCIDENTAL TO THIS PROJECT.
11. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING TOPOGRAPHY AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING PIPE SIZES, INVERTS, AND LOCATIONS, AND SHALL INCLUDE IN SUBMITTAL PRIOR TOORDERING.
13. LAYOUT OF THE PROJECT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE APPROVED BY THE ENGINEER. CONTRACTOR SHALL BERESPONSIBLE FOR ALL GRADE AND LAYOUT CONTROL. LAYOUT SHOULD BE PERFORMED WITH SURVEY EQUIPMENT AND OVERSEEN BY A LICENSEDSURVEYOR. A CAD FILE WILL BE AVAILABLE TO THE CONTRACTOR.
14. THE WORK SHALL INCORPORATE EROSION CONTROL MEASURES WHICH ARE COMPLIANT WITH THE LATEST VERSION OF "MAINE EROSION ANDSEDIMENT CONTROL HANDBOOK FOR CONSTRUCTION: BEST MANAGEMENT PRACTICES".
15. CONTRACTOR SHALL BE REQUIRED TO PROVIDE DUST CONTROL FOR PROJECT WHICH CAN INCLUDE, BUT IS NOT LIMITED TO, WATER AND CALCIUMCHLORIDE. COST IS INCIDENTAL TO THE PROJECT.
16. RESTRICT ACCESS TO SITE THROUGH THE USE OF APPROPRIATE SIGNAGE, GATES, BARRIERS, FENCES, ETC. SITE SHALL BE LEFT WITHAPPROPRIATE SAFETY MEASURES IN PLACE DURING NON-WORKING HOURS. NO TRENCH SHALL BE LEFT OPEN DURING NON-WORKING HOURS. SITESAFETY IS THE RESPONSIBILITY OF CONTRACTOR, DURING BOTH WORKING AND NON-WORKING HOURS.
17. HOURS FOR THE PROJECT WILL BE MONDAY THROUGH FRIDAY, FROM 7:00 AM TO 7:00 PM, UNLESS OTHERWISE AUTHORIZED BY THE OWNER.
18. CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT WITHIN THE CONFINES OF THE PROPERTY LINES. ANYACTIVITY, MATERIAL STORAGE ETC., TAKING PLACE ON PRIVATE PROPERTY SHALL BE WITH THE EXPRESS WRITTEN PERMISSION OF THE OWNERAND PROPERTY OWNER AND COORDINATED WITH THE OWNER. WORK OUTSIDE OF THESE LIMITS MAY BE REQUIRED. THE OWNER WILLCOORDINATE SECURING EASEMENTS FOR THIS WORK.
19. DO NOT PARK, IMPEDE ACCESS TO, OR STORE EQUIPMENT ON ADJACENT TOWN OR PRIVATELY OWNED LOTS, UNLESS PERMISSION HAS BEENGRANTED IN WRITING BY TOWN AND/OR LAND OWNER.
20. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT EQUIPMENT FLUIDS FROM REACHING ANY WATER COURSE. ANYINADVERTENT FLUID DISCHARGES SHALL BE IMMEDIATELY CLEANED FROM THE WATERS USING WHATEVER MEANS NECESSARY, AS DETERMINED BYTHE ENGINEER.
21. ALL FINISH SURFACES SHALL BE INSTALLED TO PROMOTE POSITIVE DRAINAGE. IN NO WAY SHALL THE NEW FINISH SURFACES CREATE DRAINAGEPROBLEMS THAT DID NOT EXIST PRIOR TO CONSTRUCTION.
22. RESTORE ALL AREAS DISTURBED BY CONTRACTORS OPERATION TO ORIGINAL CONDITIONS (GRAVEL, PAVEMENT, GRASS, CURB, ETC.) UNLESSNOTED OTHERWISE ON THE PLANS. RESTORATION OF ROADS, CURBS, PARKING SURFACES AND LAWNS DAMAGED BY THE CONTRACTOR SHALL BEINCIDENTAL TO THE PROJECT.
23. ALL MATERIALS SCHEDULED FOR REMOVAL SHALL BE DISPOSED OF IN A LEGAL MANNER BY THE CONTRACTOR AT NO ADDITIONAL COST TO THEOWNER. THE OWNER HAS THE FIRST RIGHT AND REFUSAL FOR ANY DEMOLITION MATERIALS.
24. DISPOSAL OF SURPLUS SOIL MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, SURPLUS MATERIAL SHALL NOT BE DISPOSED OFON THE PROJECT SITE. DISPOSAL SHALL BE MADE ONLY AT WASTE AREAS WHICH ARE LICENSED TO ACCEPT SUCH MATERIALS, UNLESS THEMATERIAL IS ACCEPTABLE FOR USE AS FILL IN OTHER AREAS OF THE PROJECT. THE OWNER HAS THE FIRST RIGHT AND REFUSAL FOR ANYSURPLUS SOIL MATERIALS.
25. CONTRACTOR SHALL MAINTAIN TRAFFIC IN A SAFE MANNER AT ALL TIMES DURING CONSTRUCTION. MDOT TRAFFIC CONTROL AND SIGNAGEREQUIREMENTS SHALL APPLY ON THE TOWN OF CLIFTON STREETS. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO MAINTAIN CONTINUOUSTRAFFIC FLOW DURING CONSTRUCTION. THE ROADS SHALL NOT BE CLOSED TO TRAFFIC WITHOUT PERMISSION FROM THE TOWN OF CLIFTON.
26. PROPERLY PROTECT AND DO NOT DISTURB PROPERTY IRONS AND MONUMENTS. IF DISTURBED, THE PROPERTY MONUMENT WILL BE RESET ATTHE CONTRACTOR'S EXPENSE, BY A REGISTERED LAND SURVEYOR APPROVED BY THE ENGINEER.
27. THE OWNER REQUIRES THAT UPON COMPLETION OF CONSTRUCTION, A COMPLETE SET OF "AS-BUILT" DRAWINGS THAT REFLECT ANY AND ALLMODIFICATIONS WITHIN THE PROJECT LIMITS BE SUBMITTED TO THE TOWN OF CLIFTON AND THE OLD TOWN WATER DISTRICT. THESE DRAWINGSSHALL BE SUBMITTED IN BOTH DIGITAL (CAD) DRAWING AND HARD COPY FORMAT. A CAD FILE WILL BE AVAILABLE TO THE CONTRACTOR.
09/27/2019
PROJ
ECT T
ITLE
SHEE
T TITL
E
SCALE
DATE
DRAWN BY
DESIGNED BY
JOB NUMBER
CHECKED BY
APPROVED BY
DRAWING NUMBER
REV.
R1R2R3R4
DESC
RIPT
ION
R5R6R7
P:\1
1657
-SW
EB_D
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OPM
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006-
SILV
ER M
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CIV
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\116
57.0
06-C
-DT.
DW
G, 9
/27/
2019
7:0
5 AM
ISSUE STATUS
DATE
DRAW
N BY
CHEC
KED
BY
Brew
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5 So
uth
Mai
n St
reet
PO B
ox 6
39Br
ewer
, ME
T.20
7-98
9-48
24F.
207-
989-
4881
Pres
que
Isle
549
Mai
n St
reet
PO B
ox 8
27Pr
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le, M
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207-
764-
8412
F.20
7-76
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14
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ME
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795-
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Mac
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61 D
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207-
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Wat
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207-
680-
2202
F.20
7-68
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T.20
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CLI
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DET
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S
NTS
2019-07-24
BLQ TRB
BLQ TRB
11657.006
C502
FORPERMITTING ONLY
3/4" CRUSHED STONE
VAR
IES
HDPE STORM DRAIN PIPE
SEE TYPICAL ROADWAYBUILDUP DETAIL
UNDISTURBED MATERIAL
BACKFILL W/ EXCAVATEDMATERIAL OR AS DIRECTEDBY THE ENGINEER, SEESPECIFICATIONS FORCOMPACTION
FOR ROADS, SHOULDERS,PARKING LOTS, ANDDRIVEWAYS, BACKFILLW/24" GRAVEL
MATCHEXISTING/PROPOSEDFINISHED SURFACE
1/2 PIPE DIA.PLUS 6"MIN.1/2 PIPE DIA.PLUS 6"MIN.
MARKER TAPE
2'-0
"
PAY LIMITSSTORM TRENCH
6'-0"
NOTE:A. CONCRETE SHALL BE 4,000 PSI AT 28 DAYSB. DESIGN FOR H-20 WHEEL LOADC. REINFORCE CONCRETE TO 0.12 IN/S.F. L.F.
ADJUST TO GRADE WITHCONCRETE RISER RINGS (MAX 12")
WRAP EACH CATCH BASIN WITH(4) LAYERS OF 6 MILPOLYETHYLENE, TO A MIN. DEPTHOF 7'
JOINT TO BE WATERTIGHT WITHNEOPRENE BOOT AND STAINLESSSTEEL STRAPS
1/4" TO 3/4" CRUSHED STONE12" THICK
FRAME AND GRATE /COVERCEMENT MORTAR
COMPACTED GRAVELBACKFILL
2'-2"
2'-0"
3'-0"
2'-0
" - 6
'-0"
HIG
H
FINISH GRADEVA
RIE
S18
" M
IN.
12"
6"
PIPE
TYPICAL GRAVEL BUILDUP DETAILN.T.S.
TYPICAL TYPE 'F' CATCH BASIN DETAILN.T.S.
TYPICAL STORM DRAIN TRENCH DETAILN.T.S.
GEOTEXTILE EQUAL TOMIRAFI 600X
18" OF AGGREGATE SUB-BASE GRAVEL6" OF AGGREGATE BASE GRAVEL
TYPICAL ROADWAY CROSS SECTIONN.T.S.
COMPACTEDEARTHEN BERM
18"
(MIN
.)
4'-6" (MIN.)
FLOW
GRAVEL PAD
6" d50 RIPRAPMINIMUM 14" THICK
GEOTEXTILE FABRICMIRAFI 160N ORAPPROVED EQUAL
HDPE CULVERTDIAMETER D
RIPRAP EXTENDS MINCULVERT DIAMETER (D)
6" d50 RIPRAPMINIMUM 14" THICK
ELEVATION
D @ INLET2D @ OUTLET
PROFILE VIEW
D
D
CULVERT INLET/OUTLET PROTECTION DETAILN.T.S.
TYPICAL STORMWATER DIVERSION BERM DETAILN.T.S.
TYPICAL ROADWAY CROSS SECTIONN.T.S.
2%2%
34' (TEMPORARY CONSTRUCTION ROAD)12' WIDE (PERMANENT ACCESS ROAD)
21
21
X X X X X X X X X X X X X X X X X X X X X X X X X
3" COMMONBORROW, SEEDAND MULCH
APPROXIMATE EXISTINGGRADE, (VARIES)
PROPOSED MIRAFI 600XGEOTEXTILE
NATIVE MATERIAL
1' DITCHBOTTOM WIDTH
REFER TO TYPICAL ROADWAYBUILD UP DETAIL FOR GRAVELBUILD UP
2%
XXXXXXXXXXXXXX
X X X X X X X X X X X X X X X X
NATIVE MATERIAL
21
21
21
PROPOSED MIRAFI 600XGEOTEXTILE
REFER TO TYPICAL ROADWAY BUILDUP DETAIL FOR GRAVEL BUILD UP
3" COMMONBORROW, SEEDAND MULCH
1'
2'-0
"
34' (TEMPORARY CONSTRUCTION ROAD)12' WIDE (PERMANENT ACCESS ROAD)
21MAX
2'-0" (MAX.)
12" 09/27/2019