OVERVIEW MAP TOPOGRAPHICAL OVERLAY SIGNIFICANT … · 2019. 11. 18. · 2 lat 44-46-34.806 long...

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

PR

OE

CT

T

IT

LE

SH

EE

T T

IT

LE

SCALE

DATE

DRAWN BY

DESIGNED BY

OB NUMBER

CHECKED BY

APPROVED BY

DRAWING NUMBER

RE

V.

R1

R2

R3

R4

DE

SC

RIP

TIO

N

R5

R6

R7

P:\1

16

57

-S

WE

B_

DE

VE

LO

PM

EN

T\0

06

-S

IL

VE

R M

AP

LE

C

IV

IL

D

ES

IG

N &

P

ER

MIT

TIN

G-T

RB

\0

2-C

AD

_D

RA

WIN

GS

\C

IV

IL

\D

SG

N_

DW

GS

\M

DE

P\1

16

57

.0

06

-O

VE

RV

IE

W M

AP

S.D

WG

, 1

0/8

/2

01

9 7

:5

6 A

M

ISSUE STATUS

DA

TE

DR

AW

N B

YC

HE

CK

ED

B

Y

Bre

we

r

46

5 S

ou

th

M

ain

S

tre

et

PO

B

ox 6

39

Bre

we

r, M

E

T.2

07

-9

89

-4

82

4

F.2

07

-9

89

-4

88

1

Pre

sq

ue

Isle

54

9 M

ain

S

tre

et

PO

B

ox 8

27

Pre

sq

ue

Isle

, M

E

T.2

07

-7

64

-8

41

2

F.2

07

-7

64

-8

41

4

Le

wisto

n

64

0 M

ain

S

tre

et

Le

wisto

n, M

E

T.2

07

-7

95

-6

00

9

F.2

07

-7

95

-6

12

8

Engin

eers

Envir

onme

ntal S

cienti

stsSu

rveyo

rs

Ma

ch

ia

s

61

D

ub

lin

S

tre

et

PO

B

ox 5

87

Ma

ch

ia

s, M

E

T.2

07

-2

55

-3

27

0

F.2

07

-2

55

-8

36

7

Ba

r H

arb

or

13

66

S

ta

te

H

wy 1

02

Ba

r H

arb

or, M

E

T.2

07

-2

88

-0

58

7

F.2

07

-2

88

-0

58

8

Wa

te

rville

44

M

ain

S

tre

et

Su

ite

2

04

Wa

te

rville

, M

E

T.2

07

-6

80

-2

20

2

F.2

07

-6

80

-2

20

4

Sa

co

14

6 M

ain

S

tre

et

Su

ite

3

00

Sa

co

, M

E

T.2

07

-2

83

-9

15

1

F.2

07

-2

83

-9

13

6

BW

LK

, a

d

ivisio

n o

f

CE

S, In

c.

13

04

1 M

cG

re

go

r B

lvd

Fo

rt M

ye

rs, F

L 3

39

19

T.2

39

-4

81

-1

33

1

F.2

39

-4

81

-1

07

3

SIL

VE

R M

AP

LE

W

IN

D E

NE

RG

Y P

RO

JE

CT

CL

IF

TO

N, M

AIN

E

OV

ER

VIE

W M

AP

TO

PO

GR

AP

HIC

AL

O

VE

RL

AY

SIG

NIF

IC

AN

T F

EA

TU

RE

S M

AP

1"=5000'

2019-07-10

WAB/BLQ TRB

WAB/BLQ TRB

11657.006

100

FOR

PERMITTING ONLY

10/08/2019

51

53

54 5

5

58 59 511

512

513

514

516

519

526

5-22

5-23

5-21

79

77 7

8 47

48

411 4

12

410

49 5

2-2

57

710

1-5

2-5

2-14

5-31

4-14

4-13

4-5

4-15

1-3

1-1

4-16

4-17

STAT

E ROU

TE 9

- AIRL

INE

STATE ROUTE 180

BANGOR HYDRO TRANSMISSION LINE

STATE ROUTE 180

SPRIN

GY PO

ND

RO

AD

172117

20

1723

7-4

76-1

7-6

1717

4-4

4-3

4-2

4-1

7-2

151

152

156

155

153154

15-7

15-8

1510

159

2-1

BANGO

R WATER DISTRICT RO

AD

17-74

5-24

5-20

5-25

5-27

418

4-6

1-3

530

528

529

BANGOR WATER DISTRICT ROAD

TOW

N O

F CLIFTO

N

TOW

N O

F EDD

ING

TON

BANGOR HYDRO TRANSMISSION LINE

TOWER 5

TOWER 3

TOWER 4

TOWER 2

TOWN OF CLIFTO

N

TOWN OF OTIS

TOWN OF CLIFTO

N

TOWN OF DEDHA

M

1.5 MILE TOWER OFFSET

52-2-1 5

2-2-2 52-2-3

52-2-4

TOWER 1

510

52 5

2-1 515

2-2

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

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-O

VER

VIEW

MAP

S.D

WG

, 9/2

7/20

19 7

:11

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

AR

EA O

WN

ERSH

IP P

LAN

1"=1000'

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+003+00

4+005+00 6+00 7+00 8+00 9+00 10+00 11+00

12+0013+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+750+50

1+502+50 3+50

4+505+50 6+50 7+50 8+50 9+50 10+50 11

+5012+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+50686

640

650

660

650640

640

630

620

610

630

670

670

670

660

670

672 6

74

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+00

21+0022+00

23+0024+00

25+0026+00 27+00

28+00

0+50

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

690

680

670

660

670

670

676

678

720

730

734

736

740

750

760

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

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

OVE

RA

LL P

LAN

S, N

OTE

S, &

LEG

END

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



00 100' 200'

ROAD TWO OVERALL PLANSCALE: 1"=100'

00 100' 200'



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

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

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'




00 100' 200'

ROAD TWO - EXISTING OVERALL PLANSCALE: 1"=100'

00 100' 200'



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

BUFF

ER 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 SFSF 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



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

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 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'


SFSF

SFSF

SF

SF

SFSF SF SF SF

SF SF SF SFSF SF SF SF SF

SF

SF

SF

SF

SF

SF

SF

SF

SILT FENCE

SF

SF

SF

SF SFSF SF

SF SFSF SF

SF SF

SILT FENCE

SFSF

SFSF

SFSF

SF SF

SF SF SFSF

SFSF

SFSF

SFSF

SF SF SF SF

SILT FENCE

12' WIDE PERMANENTACCESS ROAD

LIMITS OF TEMPORARYCONSTRUCTION ROAD


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

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 2

SIT

E PL

AN

1"=30'

2019-07-15

BLQ TRB

LF TRB

11657.006

C102

FORPERMITTING ONLY




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 1

68'


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 SFSF SF

SF SFSF SF

SF SFSF

SF

SF

SF

SF

SFSF

SFSF

SFSF

SFSF

SFSF

SFSF

SF

SF

SF

SFSF

SFSF

SFSF

SF

SFSF SF

SILT FENCE

SILT FENCE

SF

SF

SF

SF

SF

SF

SF

SF

SILT FENCE

DIVERSION BERM

DIVERSIONBERM

PROP

ERTY

LIN

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:

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 3

SIT

E PL

AN

1"=20'

2019-07-15

BLQ TRB

LF TRB

11657.006

C103

FORPERMITTING ONLY




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

BUFF

ER L

150' x

360'


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'



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

TOW

ER 4

SIT

E PL

AN

1"=30'

2019-07-15

BLQ TRB

LF TRB

11657.006

C104

FORPERMITTING ONLY




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

BUFF

ER N

150' x

130'


SILT FENCE

SF SF SF SF SF SFSF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF SF

SF

SF

SF SF

PRO

PERT

Y LI

NE

PRO

PERT

Y LI

NE


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

TOW

ER 5

SIT

E PL

AN

1"=30'

2019-07-15

BLQ TRB

LF TRB

11657.006

C105

FORPERMITTING ONLY




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

BUFF

ER 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 SFSF SF SF SF

SF

SF

SF SFSF SF

SF SF

12'


12' WIDE PERMANENTACCESS ROAD

LIMITS OF TEMPORARYCONSTRUCTION ROAD




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.



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


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.



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 SFSF

SF

SF

SF

SF

SF

SF SFSF

SFSF

SFSF SF SF

SF SFSF SF

SFSF SF

SF SFSF

SFSF

SFSF

SFSF

SFSF

SFSF

SFSF

SF SF SF SFSF SF SF

SF SF SFSF SF SF

SF SF SF SF SF SF SF SFSF

SF SF SF SFSF 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.



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.



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+0011+00

12+0013+00

14+0015+00

7+50

8+50 9+5010+50

11+5012+50

13+5014+50

15+50

TOWER 4 SITE

680

670

660

670

670

676

678

BUFF

ER L

150'

x 360

'

SFSF

SFSF

SF

SF

SF

SF

SF

SF

SFSF

SFSF

SF

12'


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.



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.



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

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

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 C

203

C203 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+0026+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'

BUFF

ER N

150'

x 130

'

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SFSF SF

SF SFSF SF

SF SFSF 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.



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.



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.



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



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

SLOP

E

L=25'

LEVE

L 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

OVERVIEW MAP TOPOGRAPHICAL OVERLAY SIGNIFICANT … · 2019. 11. 18. · 2 lat 44-46-34.806 long...

Documents

Transcript of OVERVIEW MAP TOPOGRAPHICAL OVERLAY SIGNIFICANT … · 2019. 11. 18. · 2 lat 44-46-34.806 long...