O

H

OH

OH

OH

OH

OH

OH

OH

OH

IP

BRUSH

GARDEN AREA

S

O

L

A

R

E

Q

U

IP

M

E

N

T

C

R

U

S

H

E

D

S

T

O

N

E

/G

R

A

V

E

L D

R

IV

E

GR

AV

EL S

UR

FA

CE

R

OA

D

AP

PR

O

X. M

O

RT

G

AG

E P

AR

CE

L L

INE

PE

R R

EF

#1.

AP

PR

OX

. M

OR

TG

AG

E P

AR

CE

L LIN

E P

ER

R

EF

#1.

XX

XX

XX

XXXXXX

XX

XX

XX

X X X X

E & T

PROPOSED 195'±

MONOPOLE.

BASE ELEV.: 1630.5

LAT: 42° 21' 54.03"

LONG: 76° 23' 01.54"

PROPOSED ELEVATED

EQUIPMENT PLATFORM

W/ GENERATOR

PROPOSED 70' x 70'

FENCED COMPOUND

W/ BARBED WIRE TOP

PROPOSED AT&T

LEASE PARCEL

100' x 100'

PROPOSED 30' WIDE

ACCESS & UTILITIES

EASEMENT

231'±

936'± TO P

ROPERTY LIN

E

PROPOSED UNDERGROUND

ELECTRIC & TELCO

SERVICE

T

R

A

N

S

N/F

MISSAL

T.A.# 15.-1-58

INST.# 583091-001

BA

LD H

ILL

RO

AD

(3

R

OD

S/ 4

9.5

' W

ID

E P

ER

R

EF

ER

EN

CE

S)

STONE WALL REMNANTS

EXISTING TRAIL

12K NYSEG

L6119 44-1

BCBA11-1

NYSEG PIN FLAG

WOODS

NYSEG DCDA11

NYSEG 43

DCDA10

5/8" REBAR

EXISTING LATH

E &

T

E &

T

E &

T

E &

T

E &

T

E &

T

E & T

E

&

T

E

&

T

E

&

T

AP

PR

O

X. M

O

RT

G

AG

E P

AR

CE

L L

INE

PE

R R

EF

#1.

233'±

220' TOWER

FALL ZONE

2

2

0

'

PROPOSED 20' WIDE TEMPORARY

CONSTRUCTION EASEMENT

APPROXIMATE LOCATION

EXISTING HOUSE PER

AERIAL IMAGERY

4

3

3

'

±

C20

19 -

GZA

Geo

Envi

ronm

enta

l, In

c.



www.gza.com

GZA

-J:\3

1.01

8022

5.00

AT&

T TO

WER

S\31

.018

0225

.13

BR

OO

KTO

ND

ALE

RA

W L

AN

D\D

ESIG

N\3

1.01

8022

5.13

BR

OO

KTO

ND

ALE

ZO

NIN

G D

RA

WIN

GS.

DW

G C

A10

0 M

AY

6, 2

019

2:32

PM C

OR

EY M

CW

ILLI

AM

S

UN

LE

SS

S

PE

CIF

IC

AL

LY

S

TA

TE

D B

Y W

RIT

TE

N A

GR

EE

ME

NT

, T

HIS

D

RA

WIN

G IS

T

HE

S

OL

E P

RO

PE

RT

Y O

F G

ZA

GE

OE

NV

IR

ON

ME

NT

AL

O

F N

Y (G

ZA

). T

HE

IN

FO

RM

AT

IO

N S

HO

WN

O

N T

HE

D

RA

WIN

G IS

S

OL

EL

Y F

OR

U

SE

B

Y G

ZA

'S

CL

IE

NT

O

R T

HE

C

LIE

NT

'S

D

ES

IG

NA

TE

D R

EP

RE

SE

NT

AT

IV

E F

OR

T

HE

S

PE

CIF

IC

P

RO

JE

CT

A

ND

L

OC

AT

IO

N ID

EN

TIF

IE

D

ON

T

HE

D

RA

WIN

G. T

HE

D

RA

WIN

G S

HA

LL

N

OT

B

E T

RA

NS

FE

RR

ED

, R

EU

SE

D, C

OP

IE

D, O

R A

LT

ER

ED

IN

A

NY

M

AN

NE

R

FO

R U

SE

A

T A

NY

O

TH

ER

L

OC

AT

IO

N O

R F

OR

A

NY

O

TH

ER

P

UR

PO

SE

W

IT

HO

UT

P

RIO

R W

RIT

TE

N C

ON

SE

NT

O

F G

ZA

. A

NY

TR

AN

SF

ER

, R

EU

SE

, O

R M

OD

IF

IC

AT

IO

N T

O T

HE

D

RA

WIN

G B

Y T

HE

C

LIE

NT

O

R O

TH

ER

S, W

IT

HO

UT

T

HE

P

RIO

R W

RIT

TE

N

EX

PR

ES

S C

ON

SE

NT

O

F G

ZA

, W

IL

L B

E A

T T

HE

U

SE

R'S

S

OL

E R

IS

K A

ND

W

IT

HO

UT

A

NY

R

IS

K O

R L

IA

BIL

IT

Y T

O G

ZA

.





NO

.IS

SU

E/D

ES

CR

IP

TIO

NB

YD

AT

E

PROJECT NO.

DRAWN BY:

DESIGNED BY:

SHEET NO.

DATE:

CHECKED BY:

SCALE:

SITE NAME:

PROJECT ADDRESS:

32 CLINTON STREET


1-518-350-4060

6296 FLY ROAD


315-800-1800

AT&T MOBILITY CORP.

5841 BRIDGE STREET


REVISION:

2

1" = 40'

EKR

02 OF 08

CA100

DWG

03/15/2019

CJM

CJM

31.0180225.13

SITE PLAN

PROJECT TYPE: NSB



Know what's below.

before you dig.Call

R

N

S

EW

0

1" = 80' (11 x 17)

1" = 40' (22 x 34)

80'40'20'SITE PLANSCALE: 1" = 40' (22 x 34)

1" = 80' (11 X 17)

1. FIELD VISIT WAS COMPLETED BY GZA ON 11/20/2018.

2. EXISTING FEATURES AND TOPOGRAPHY SHOWN HEREON

PER AERIAL IMAGERY AND FIELDWORK PERFORMED BY

ERDMAN ANTHONY DATED JANUARY, 2019, REFERENCING

FIELDBOOK #2018-06 PG. 64.

3. NORTH ORIENTATION AND COORDINATES SHOWN

REFERENCE NYSP, CENTRAL ZONE NAD83 (2011) BASED ON

GPS OBSERVATIONS TAKEN AT TIME OF SURVEY.

EXPRESSED IN US FEET.

4. ELEVATIONS SHOWN REFERENCE NAVD88, BASED ON GPS

OBSERVATIONS TAKEN AT TIME OF SURVEY. EXPRESSED IN

US SURVEY FEET.

5. UTILITIES SHOWN BASED ON SURFACE EVIDENCE

GATHERED AT THE TIME OF SURVEY.

6. REFERENCE MADE TO MAP FILED IN THE TOMPKINS

COUNTY CLERK'S OFFICE 8/6/2004, (REFERENCING DRAWER

MKR, 100). THIS MAP PREPARED FOR MORTGAGE

PURPOSES AND COVERS JUST A PORTION OF THE PARENT

PARCEL.

7. RIGHT OF WAY AND PROPERTY LINES SHOWN HEREON

BASED ON RECOVERED EVIDENCE AND RECORD

INFORMATION ONLY AND ARE APPROXIMATE. NO

BOUNDARY SERVICES PERFORMED.

8. ADJOINING PROPERTY INFORMATION SHOWN IS BASED ON

TAX RECORDS ONLY.

NOTE:

THE LOCATION, SIZES, AND ELEVATIONS OF EXISTING UTILITIES

ARE BASED ON INFORMATION COMPILED BY THE ENGINEER

FROM FIELD WORK, RECORD DRAWINGS AND INFORMATION

FURNISHED BY VARIOUS UTILITY COMPANIES WITH FIELD

EDITING WHERE NECESSARY AND POSSIBLE. THE ACCURACY

OF THIS INFORMATION IS NOT GUARANTEED AND SHALL BE

VERIFIED BY THE CONTRACTOR.

REFERENCES:

1. SURVEY MAP FILED IN THE TOMPKINS COUNTY CLERK'S

OFFICE (DRAWER MKR, 100).

2. SURVEY MAP FILED IN THE TOMPKINS COUNTY CLERK'S

OFFICE #2017-12398.

3. CERTAIN DEEDS LISTED HEREON.

SURVEY DATA

C.O.

EXISTING BUILDING

PROPOSED BUILDING

D

HY

D

LEGEND

PROPERTY LINE

EXISTING ASPHALT

TREE LINE, EVERGREEN TREE,

DECIDUOUS TREE, SHRUB

GUARD RAIL

RIGHT-OF-WAY LINE

EXISTING CONTOUR100

PROPOSED CONTOUR100

S.F.SILT FENCE

L.O.D.PROPOSED LIMIT OF DISTURBANCE

C.F.S. COMPOST FILTER SOCK

O.C.F.ORANGE CONSTRUCTION FENCE

SWALE/ DITCH, FLOW ARROW, CHECK DAM

ROCK WALL

X X X X

BARBED WIRE FENCE

OH

OVERHEAD UTILITIES, UTILITY POLE

DRAINAGE PIPE, CATCH BASIN, END SECTION

SANITARY PIPE, MANHOLE

FM FM

FORCEMAIN

G

GAS LINE/ VALVE/ METER

T

TELCO LINE/ PEDESTAL/ HANDHOLE/

MANHOLE/ VAULT

E

ELEC METER/ LINE/ HANDHOLE/

MANHOLE/ VAULT/ TRANSFORMER

W

WATER LINE/ HYDRANT/ VALVE/

WELL/ VAULT

C

CABLE/ PEDESTAL/ HANDHOLE/ VAULT

F

FIBER PEDESTAL/ HANDHOLE/ VAULT

U.G. U.G.

UNDERGROUND UTILITIES

E & T

ELECTRIC & TELEPHONE

SETBACK

CLEANOUT, TRAFFIC MANHOLE, MANHOLE

INLET PROTECTION

LIGHT POLE/ WALL PACK

W

W

GM

T T

TRANS

TELCO

H.H.

ELEC.

VAULT

TELCO

VAULT

ELEC.

H.H. E

S

TR MH

C

F

FIBER

H.H.

CABLE

H.H.

CABLE

VAULT

FIBER

VAULT

MB

MAILBOX, POST, BOLLARD

BORE/ TEST PIT, DIRECTIONAL FLOW ARROW,

FLAGGING

EM

GPS, SIGN

1A

DD

ED

E

XIS

TIN

G H

OU

SE

CJM

04/18/2019

2T

OW

ER

H

EIG

HT

CJM

05/06/2019

L.O

.D.

L.O

.D.

L.O

.D.

L.O

.D

.

L.O

.D

.

L.O

.D.

L.O

.D.

L

.

O

.

D

.

L

.O

.D

.

L.O

.D

.

L.O

.D

.

L.O

.D

.

L

.

O

.

D

.

L

.

O

.

D

.

L

.

O

.

D

.

L

.

O

.

D

.

L

.O

.D

.

L

.O

.D

.

L

.O

.D

.

L

.O

.D

.

L

.O

.D

.

L

.O

.D

.

L

.O

.D

.

L.O

.D.

L.O

.D.

L.O

.D.

L.O.D.

L.O.D.

L.O

.D.

L

.O

.D

.

L

.

O

.

D

.

L.O

.D

.

L

.O

.D

.

L

.O

.D

.

L

.O

.D

.

L

.O

.D

.

L.O

.D

.

L

.

O

.

D

.

L

.

O

.

D

.

L

.

O

.

D

.

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XXXXXXXXXXXXXXXXXXXXXXXXXXXX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

X X X X X X X X X X X X X X X X X X X X X X X X

E & T E & T E & T E & T

E

&

T

PROPOSED 195'±

MONOPOLE.

BASE ELEV.: 1630.5

LAT: 42° 21' 54.03"

LONG: 76° 23' 01.54"

PROPOSED

ELEVATED

EQUIPMENT

PLATFORM W/

GENERATOR

PROPOSED 70' x 70'

FENCED COMPOUND

W/ BARBED WIRE TOP

PROPOSED AT&T

LEASE PARCEL

100' x 100'

PROPOSED 30' WIDE

ACCESS & UTILITIES

EASEMENT

E & T

E & T

E & T

70.0'7

0.0

'

PROPOSED (2) - 6'

TALL x 6' WIDE

CHAINLINK GATES

PROPOSED

UTILITY BOARD

STONE YARD


ELECTRIC & TELCO

SERVICE

PROPOSED 12' WIDE

GRAVEL DRIVE

PROPOSED 1' WIDE

CABLE BRIDGE

ASSUMED LOCATION

BURIED TOWER

FOUNDATION

12.0'1

2.0

'

x

1

6

3

0

.

0

x

1

6

3

1

.

1

1

6

3

1

.

3

x

x

1

6

2

7

.

9

1

6

2

9

.

0

x

1

6

2

8

.

6

x

x

1

6

2

7

.

5

PROPOSED LIMITS

OF CLEARING

PROPOSED

CHECK DAM

(TYP.)

PROPOSED FIBER

MANAGEMENT BOX

(SEE DETAIL)

T

R

A

N

S

T

T

PROPOSED TRANSFORMER

(ACTUAL LOCATION TO BE

COORDINATED W/ UTILITY

COMPANY)

PROPOSED

BOLLARD (TYP.)

PROPOSED

SILT FENCE

PROPOSED

CONCRETE

WASHOUT

WOODS

EXISTING LATH

E

&

T

E

&

T

E

&

T

E

&

T

AP

PR

O

X. M

O

RT

G

AG

E

PA

RC

EL L

INE

PE

R R

EF

#1.

1

6

2

3

1

6

2

4

1

6

2

2

1

6

2

1

1

6

2

0

1

6

2

5

1

6

3

5

1

6

3

0

1

6

3

1

1

6

3

0

1

6

2

9

1

6

2

8

1631.5 x

S

.F

.

S

.F

.

S

.F

.

S

.F

.

S

.F

.

S

.F

.

S

.F

.

S

.F

.

S

.F

.

S

.F

.

S.F

.

S.F

.

S.F

.

S.F

.

S.F.

S.F.

S.F.

S.F.S.F

.

S

.F

.

S

.F

.

S

.

F

.

S.F

.

S

.F

.

S

.F

.

S

.F

.

S

.F

.

S

.F

.

S

.F

.

S

.F

.

S.F

.

S.F

.

PROPOSED EROSION

CONTROL BLANKET

(SEE DETAIL)

PROPOSED

DRAINAGE SWALE

CENTERLINE (TYP.)

PROPOSED 25'L - 12" HDPE W/

END SECTIONS (PROVIDE 12"

MINIMUM COVER OVER PIPE)

NW. INV. = 1628.0

SE. INV. = 1629.5

PROPOSED RIP

RAP OUTLET

PROTECTION

1627

1626

1625

1624

1623

1639

1638

1637

1636

1635

1634

1633

1632

1631

1

6

3

2

1

6

3

1

1

6

3

0

1

6

3

0

1

6

3

1

1

6

3

1

1

6

3

0

PROPOSED 20' WIDE

TEMPORARY

CONSTRUCTION

EASEMENT

PROPOSED AT&T

LEASE PARCEL

100' x 100'

PROPOSED 30' WIDE

ACCESS & UTILITIES

EASEMENT

905'±

900'±

1,133'±

1,129'±

168'±

170'±

166'±

164'±

N/F

TAX FORECLOSURE

T.A.# 15.-1-57

N/F

MISSAL

T.A.# 15.-1-58

INST.# 583091-001

N/F

SCHILLINGER

T.A.# 15.-1-80.2

N/F

GRIFFITHS

T.A.# 15.-1-79

N/F

FINGERLAKES LAND TRUST

T.A.# 15.-1-59

N/F

OLMSTEAD

T.A.# 15.-1-80.121

N/F

TAX FORECLOSURE

T.A.# 15.-1-57

BA

LD H

ILL

RO

AD

(3

R

OD

S/ 4

9.5

' W

ID

E P

ER

R

EF

ER

EN

CE

S)

AP

PR

O

X. M

O

RT

G

AG

E

PA

RC

EL L

INE

PE

R R

EF

#1.



C20

19 -

GZA

Geo

Envi

ronm

enta

l, In

c.



www.gza.com

GZA

-J:\3

1.01

8022

5.00

AT&

T TO

WER

S\31

.018

0225

.13

BR

OO

KTO

ND

ALE

RA

W L

AN

D\D

ESIG

N\3

1.01

8022

5.13

BR

OO

KTO

ND

ALE

ZO

NIN

G D

RA

WIN

GS.

DW

G C

A11

0 M

AY

6, 2

019

2:32

PM C

OR

EY M

CW

ILLI

AM

S

UN

LE

SS

S

PE

CIF

IC

AL

LY

S

TA

TE

D B

Y W

RIT

TE

N A

GR

EE

ME

NT

, T

HIS

D

RA

WIN

G IS

T

HE

S

OL

E P

RO

PE

RT

Y O

F G

ZA

GE

OE

NV

IR

ON

ME

NT

AL

O

F N

Y (G

ZA

). T

HE

IN

FO

RM

AT

IO

N S

HO

WN

O

N T

HE

D

RA

WIN

G IS

S

OL

EL

Y F

OR

U

SE

B

Y G

ZA

'S

CL

IE

NT

O

R T

HE

C

LIE

NT

'S

D

ES

IG

NA

TE

D R

EP

RE

SE

NT

AT

IV

E F

OR

T

HE

S

PE

CIF

IC

P

RO

JE

CT

A

ND

L

OC

AT

IO

N ID

EN

TIF

IE

D

ON

T

HE

D

RA

WIN

G. T

HE

D

RA

WIN

G S

HA

LL

N

OT

B

E T

RA

NS

FE

RR

ED

, R

EU

SE

D, C

OP

IE

D, O

R A

LT

ER

ED

IN

A

NY

M

AN

NE

R

FO

R U

SE

A

T A

NY

O

TH

ER

L

OC

AT

IO

N O

R F

OR

A

NY

O

TH

ER

P

UR

PO

SE

W

IT

HO

UT

P

RIO

R W

RIT

TE

N C

ON

SE

NT

O

F G

ZA

. A

NY

TR

AN

SF

ER

, R

EU

SE

, O

R M

OD

IF

IC

AT

IO

N T

O T

HE

D

RA

WIN

G B

Y T

HE

C

LIE

NT

O

R O

TH

ER

S, W

IT

HO

UT

T

HE

P

RIO

R W

RIT

TE

N

EX

PR

ES

S C

ON

SE

NT

O

F G

ZA

, W

IL

L B

E A

T T

HE

U

SE

R'S

S

OL

E R

IS

K A

ND

W

IT

HO

UT

A

NY

R

IS

K O

R L

IA

BIL

IT

Y T

O G

ZA

.





NO

.IS

SU

E/D

ES

CR

IP

TIO

NB

YD

AT

E

PROJECT NO.

DRAWN BY:

DESIGNED BY:

SHEET NO.

DATE:

CHECKED BY:

SCALE:

SITE NAME:

PROJECT ADDRESS:

32 CLINTON STREET


1-518-350-4060

6296 FLY ROAD


315-800-1800

AT&T MOBILITY CORP.

5841 BRIDGE STREET


REVISION:

1

AS NOTED

EKR

03 OF 08

CA110

DWG

03/15/2019

CJM

CJM

31.0180225.13

DETAILED

SITE PLAN

PROJECT TYPE: NSB



Know what's below.

before you dig.Call

R

0

1" = 20 (11 x 17)

1" = 10 (22 x 34)

20105

DETAILED SITE PLANSCALE: 1" = 10' (22 x 34)

1" = 20' (11 X 17)

N

S

EW

0

1" = 400' (11 x 17)

1" = 200' (22 x 34)

400'200'100'

SCHEMATIC TOTAL HOLDINGSSCALE: 1" = 200' (22 x 34)

1" = 400' (11 X 17)

1T

OW

ER

H

EIG

HT

CJM

05/06/2019

L.O

.D.

L.O

.D

.

L.O

.D.

L

.

O

.

D

.

L.O

.D

.

L.O

.D

.

L

.

O

.

D

.

L

.

O

.

D

.

L

.O

.D

.

L

.O

.D

.

L

.

O

.

D

.

L

.

O

.

D

.

L.O

.D

.

L.O

.D

.

L.O

.D

.

L.O

.D

.

L.O

.D

.

L.O

.D

.

L.O

.D

.

L.O

.D

.

L.O

.D

.

L.O

.D

.

L.O

.D

.L.O

.D

.L.O

.D

.L.O

.D

.L.O

.D

.

L.O

.D

.

L.O

.D

.

L.O

.D

.

L.O

.D

.

L.O

.D

.

L

.O

.D

.

L.O

.D.

L

.O

.D

.

L

.O

.D

.

L

.O

.D

.

L

.O

.D

.

L

.O

.D

.

L

.O

.D

.

L

.O

.D

.

L.O

.D.

L.O.D.

L.O

.D.

L

.

O

.

D

.

L

.O

.D

.

L

.O

.D

.

L.O

.D

.

L

.

O

.

D

.

O

H

O

H

O

H

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

BRUSH

GARDEN AREA

S

O

L

A

R

E

Q

U

IP

M

E

N

T

E &

T

C

R

U

S

H

E

D

S

T

O

N

E

/G

R

A

V

E

L D

R

IV

E

GR

AV

EL S

UR

FA

CE

R

OA

D

XX

XX

XX

XX

XX

XX

XX

XXXXXXXXXXXXXX

XX

XX

XX

XX

XX

XX

XX

X X X X X X X X X X

E & T E & T

PROPOSED 195'±

MONOPOLE.

BASE ELEV.: 1630.5

LAT: 42° 21' 54.03"

LONG: 76° 23' 01.54"

PROPOSED ELEVATED

EQUIPMENT PLATFORM

W/ GENERATOR

PROPOSED 70' x 70'

FENCED COMPOUND

W/ BARBED WIRE TOP

PROPOSED AT&T

LEASE PARCEL

100' x 100'

PROPOSED 30' WIDE

ACCESS & UTILITIES

EASEMENT

E & T


ELECTRIC & TELCO

SERVICE

ASSUMED LOCATION

BURIED TOWER

FOUNDATION

PROPOSED LIMITS

OF CLEARING

PROPOSED

CHECK DAM

(TYP.)

T

R

A

N

S

T

PROPOSED TRANSFORMER

(ACTUAL LOCATION TO BE

COORDINATED W/ UTILITY

COMPANY)

PROPOSED

BOLLARD (TYP.)

PROPOSED

SILT FENCE

PROPOSED

CONCRETE

WASHOUT

BA

LD H

ILL

RO

AD

(3 R

OD

S/ 49.5' W

ID

E P

ER

R

EF

ER

EN

CE

S)

EXISTING TRAIL

12K NYSEG

L6119 44-1

BCBA11-1

NYSEG PIN FLAG

WOODS

WOODS

NYSEG DCDA11

5/8" REBAR

EXISTING LATH

E & T

E &

T

E &

T

E &

T

E &

T

E &

T

E &

T

E &

T

E &

T

E &

T

E &

T

E &

T

E & T

E

&

T

E

&

T

E

&

T

E

&

T

E

&

T

E

&

T

E

&

T

AP

PR

O

X. M

O

RT

G

AG

E

PA

RC

EL L

INE

PE

R R

EF

#1.

1

6

2

3

1

6

2

4

1

6

2

2

1

6

2

1

1

6

2

0

1

6

2

5

1

6

2

6

1

6

2

7

1

6

2

8

1

6

3

0

1

6

3

1

1

6

3

2

1

6

3

3

1

6

3

4

1

6

2

9

1

6

3

5

1

6

3

6

1

6

3

7

1

6

3

8

1

6

3

9

1

6

4

0

1

6

4

1

1

6

4

2

1

6

4

3

1

6

4

4

1

6

4

5

1

6

4

6

1

6

4

7

1

6

4

8

1

6

4

9

1650

1

6

5

1

1652

1653

1654

1

6

5

5

1

6

5

6

1

6

5

7

1

6

5

8

1

6

5

9

1

6

6

0

1

6

6

1

1

6

6

2

1

6

6

3

1

6

6

4

1

6

6

5

1

6

6

6

1

6

6

7

1

6

6

8

1

6

6

0

1

6

6

5

1

6

5

5

1

6

5

0

1

6

4

5

1

6

4

0

1

6

3

5

1

6

3

0

1

6

2

5

1

6

2

0

1

6

1

5

1

6

2

9

S

.F

.

S.F

.

S.F

.

S

.F

.

S

.F

.

S

.F

.

S

.F

.

S

.F

.

S

.F

.

S

.F

.

S

.F

.

S

.F

.

S

.F

.

S.F

.

S.F

.

S.F.

S.F.

S.F

.

S

.F

.

S.F

.

S

.F

.

S

.F

.

S

.F

.

S.F

.

PROPOSED EROSION

CONTROL BLANKET

(SEE DETAIL)

PROPOSED

DRAINAGE SWALE

CENTERLINE (TYP.)

PROPOSED

LIMITS OF

DISTURBANCE

PROPOSED 12'

WIDE GRAVEL

DRIVE

PROPOSED

STABILIZED

CONSTRUCTION

ENTRANCE

1

6

3

0

1

6

2

8

1

6

3

2

1638

1635

1632

1624

1627

1

6

3

0

1

6

3

1

1

6

3

2

1

6

3

1

1623

1625

PROPOSED 25'L - 12" HDPE W/

END SECTIONS (PROVIDE 12"

MINIMUM COVER OVER PIPE)

NW. INV. = 1628.0

SE. INV. = 1629.5

PROPOSED RIP

RAP OUTLET

PROTECTION



C20

19 -

GZA

Geo

Envi

ronm

enta

l, In

c.



www.gza.com

GZA

-J:\3

1.01

8022

5.00

AT&

T TO

WER

S\31

.018

0225

.13

BR

OO

KTO

ND

ALE

RA

W L

AN

D\D

ESIG

N\3

1.01

8022

5.13

BR

OO

KTO

ND

ALE

ZO

NIN

G D

RA

WIN

GS.

DW

G C

A13

0 M

AY

6, 2

019

2:33

PM C

OR

EY M

CW

ILLI

AM

S

UN

LE

SS

S

PE

CIF

IC

AL

LY

S

TA

TE

D B

Y W

RIT

TE

N A

GR

EE

ME

NT

, T

HIS

D

RA

WIN

G IS

T

HE

S

OL

E P

RO

PE

RT

Y O

F G

ZA

GE

OE

NV

IR

ON

ME

NT

AL

O

F N

Y (G

ZA

). T

HE

IN

FO

RM

AT

IO

N S

HO

WN

O

N T

HE

D

RA

WIN

G IS

S

OL

EL

Y F

OR

U

SE

B

Y G

ZA

'S

CL

IE

NT

O

R T

HE

C

LIE

NT

'S

D

ES

IG

NA

TE

D R

EP

RE

SE

NT

AT

IV

E F

OR

T

HE

S

PE

CIF

IC

P

RO

JE

CT

A

ND

L

OC

AT

IO

N ID

EN

TIF

IE

D

ON

T

HE

D

RA

WIN

G. T

HE

D

RA

WIN

G S

HA

LL

N

OT

B

E T

RA

NS

FE

RR

ED

, R

EU

SE

D, C

OP

IE

D, O

R A

LT

ER

ED

IN

A

NY

M

AN

NE

R

FO

R U

SE

A

T A

NY

O

TH

ER

L

OC

AT

IO

N O

R F

OR

A

NY

O

TH

ER

P

UR

PO

SE

W

IT

HO

UT

P

RIO

R W

RIT

TE

N C

ON

SE

NT

O

F G

ZA

. A

NY

TR

AN

SF

ER

, R

EU

SE

, O

R M

OD

IF

IC

AT

IO

N T

O T

HE

D

RA

WIN

G B

Y T

HE

C

LIE

NT

O

R O

TH

ER

S, W

IT

HO

UT

T

HE

P

RIO

R W

RIT

TE

N

EX

PR

ES

S C

ON

SE

NT

O

F G

ZA

, W

IL

L B

E A

T T

HE

U

SE

R'S

S

OL

E R

IS

K A

ND

W

IT

HO

UT

A

NY

R

IS

K O

R L

IA

BIL

IT

Y T

O G

ZA

.





NO

.IS

SU

E/D

ES

CR

IP

TIO

NB

YD

AT

E

PROJECT NO.

DRAWN BY:

DESIGNED BY:

SHEET NO.

DATE:

CHECKED BY:

SCALE:

SITE NAME:

PROJECT ADDRESS:

32 CLINTON STREET


1-518-350-4060

6296 FLY ROAD


315-800-1800

AT&T MOBILITY CORP.

5841 BRIDGE STREET


REVISION:

1

1" = 20'

EKR

04 OF 08

CA130

DWG

03/15/2019

CJM

CJM

31.0180225.13

GRADING & EROSION

CONTROL PLAN

PROJECT TYPE: NSB



Know what's below.

before you dig.Call

R

N

S

EW

0

1" = 40' (11 x 17)

1" = 20' (22 x 34)

40'20'10'GRADING & EROSION CONTROL PLANSCALE: 1" = 20' (22 x 34)

1" = 40' (11 X 17)

1T

OW

ER

H

EIG

HT

CJM

05/06/2019

GRADE

PROPOSED (2) FIBER CABLES

& 6 TOTAL DC POWER CABLES

(4 PROPOSED AND 2 FUTURE)

191'±

195'±

PROPOSED 4'

LIGHTNING ROD

PROPOSED AT&T PANEL

ANTENNA ARRAY. SEE

ENLARGED VIEW FOR

ADDITIONAL INFORMATION.

ACL = 195'±

PROPOSED 195'

MONOPOLE

199'±

AREA RESERVED

FOR FUTURE

CARRIER

PROPOSED 4'

LIGHTNING ROD

PROPOSED AT&T 12' ARCH

ANTENNA FRAME (TYP. 1 PER

SECTOR, TYP. 3 SECTORS)

PROPOSED RRH-4478 B14

(TYP. 1 PER SECTOR,

TYP. 3 SECTORS)

FUTURE RRUS-4415 B2,

OR RRUS-4426 B66 (TYP. 1

PER SECTOR, TYP. 3

SECTORS)

FUTURE RRUS-4415 B30

(TYP. 1 PER SECTOR,

TYP. 3 SECTORS)

PROPOSED RRH-4449

B5 & B12 (TYP. 1 PER

SECTOR, TYP. 3

SECTORS)

PROPOSED RRH-8843

B25 & B66 (TYP. 1 PER

SECTOR, TYP. 3

SECTORS)

PROPOSED DC6-48-60-0-8F FIBER

INTERFACE & DC SURGE

SUPPRESSOR (SQUID) (TYP. OF 4,

2 NEW & 2 FUTURE)

PROPOSED 195' MONOPOLE

PROPOSED COMMSCOPE

NNH4-65C-R6 PANEL ANTENNA

(TYP. OF 2 PER SECTOR, TYP.

OF 3 SECTORS)

PROPOSED RRH-4478 B14

(TYP. 1 PER SECTOR,

TYP. 3 SECTORS)

FUTURE RRUS-4415 B30

(TYP. 1 PER SECTOR,

TYP. 3 SECTORS)

B

E

T

A

S

E

C

T

O

R

1

2

0

°

A

Z

I

M

U

T

H

PROPOSED STABILIZING

ROD (TYP. 2 PER SECTOR,

TYP. 3 SECTORS)

PROPOSED RRH-4449

B5 & B12 (TYP. 1 PER

SECTOR, TYP. 3

SECTORS)

PROPOSED RRH-8843

B25 & B66 (TYP. 1 PER

SECTOR, TYP. 3

SECTORS)

G

A

M

M

A

S

E

C

T

O

R

2

4

0

°

A

Z

I

M

U

T

H

PROPOSED AT&T 12' ARCH

ANTENNA FRAME (TYP. 1 PER

SECTOR, TYP. 3 SECTORS)

ALP

HA

S

EC

TO

R

0° A

ZIM

UT

H

FUTURE RRUS-4415 B2,

OR RRUS-4426 B66 (TYP. 1

PER SECTOR, TYP. 3

SECTORS)

PROPOSED COMMSCOPE

NNH4-65C-R6 PANEL ANTENNA

(TYP. OF 2 PER SECTOR, TYP.

OF 3 SECTORS)

C20

19 -

GZA

Geo

Envi

ronm

enta

l, In

c.



www.gza.com

GZA

-J:\3

1.01

8022

5.00

AT&

T TO

WER

S\31

.018

0225

.13

BR

OO

KTO

ND

ALE

RA

W L

AN

D\D

ESIG

N\3

1.01

8022

5.13

BR

OO

KTO

ND

ALE

ZO

NIN

G D

RA

WIN

GS.

DW

G C

A50

0 M

AY

6, 2

019

2:33

PM C

OR

EY M

CW

ILLI

AM

S

UN

LE

SS

S

PE

CIF

IC

AL

LY

S

TA

TE

D B

Y W

RIT

TE

N A

GR

EE

ME

NT

, T

HIS

D

RA

WIN

G IS

T

HE

S

OL

E P

RO

PE

RT

Y O

F G

ZA

GE

OE

NV

IR

ON

ME

NT

AL

O

F N

Y (G

ZA

). T

HE

IN

FO

RM

AT

IO

N S

HO

WN

O

N T

HE

D

RA

WIN

G IS

S

OL

EL

Y F

OR

U

SE

B

Y G

ZA

'S

CL

IE

NT

O

R T

HE

C

LIE

NT

'S

D

ES

IG

NA

TE

D R

EP

RE

SE

NT

AT

IV

E F

OR

T

HE

S

PE

CIF

IC

P

RO

JE

CT

A

ND

L

OC

AT

IO

N ID

EN

TIF

IE

D

ON

T

HE

D

RA

WIN

G. T

HE

D

RA

WIN

G S

HA

LL

N

OT

B

E T

RA

NS

FE

RR

ED

, R

EU

SE

D, C

OP

IE

D, O

R A

LT

ER

ED

IN

A

NY

M

AN

NE

R

FO

R U

SE

A

T A

NY

O

TH

ER

L

OC

AT

IO

N O

R F

OR

A

NY

O

TH

ER

P

UR

PO

SE

W

IT

HO

UT

P

RIO

R W

RIT

TE

N C

ON

SE

NT

O

F G

ZA

. A

NY

TR

AN

SF

ER

, R

EU

SE

, O

R M

OD

IF

IC

AT

IO

N T

O T

HE

D

RA

WIN

G B

Y T

HE

C

LIE

NT

O

R O

TH

ER

S, W

IT

HO

UT

T

HE

P

RIO

R W

RIT

TE

N

EX

PR

ES

S C

ON

SE

NT

O

F G

ZA

, W

IL

L B

E A

T T

HE

U

SE

R'S

S

OL

E R

IS

K A

ND

W

IT

HO

UT

A

NY

R

IS

K O

R L

IA

BIL

IT

Y T

O G

ZA

.





NO

.IS

SU

E/D

ES

CR

IP

TIO

NB

YD

AT

E

PROJECT NO.

DRAWN BY:

DESIGNED BY:

SHEET NO.

DATE:

CHECKED BY:

SCALE:

SITE NAME:

PROJECT ADDRESS:

32 CLINTON STREET


1-518-350-4060

6296 FLY ROAD


315-800-1800

AT&T MOBILITY CORP.

5841 BRIDGE STREET


REVISION:

1

AS NOTED

EKR

05 OF 08

CA500

DWG

03/15/2019

CJM

CJM

31.0180225.13

TOWER ELEVATION,

NOTES & DETAILS

PROJECT TYPE: NSB



0

1" = 20 (11 x 17)

1" = 10 (22 x 34)

20105

195' MONOPOLE

PROPOSED ANTENNA CONFIGURATION

ENLARGED ANTENNA VIEW0

1" = 6 (11 x 17)

1" = 3 (22 x 34)

631.5

N

S

EW

SCALE: 1" = 10' (22 x 34)

1" = 20' (11 X 17)

SCALE: 1" = 3' (22 x 34)

1" = 6' (11 X 17)

SCALE: 1" = 3' (22 x 34)

1" = 6' (11 X 17)

PROPOSED ANTENNA CONFIGURATION

SECTOR ANTENNA

ANTENNA CL

HEIGHT

AZIMUTH RRUS/ RRH

CABLE

LENGTH

CABLE TYPE

ALPHA

(1) NNH4-65C-R6 (P)

(1) NNH4-65C-R6 (P)

191'± 0°

PROPOSED: (1) RRH-4478 B14, (1) RRH-4415, (1) RRH-4449 B5/ 12, RRH-8843 B2/ 66

FUTURE: (1) RRUS-4415 B30, (1) RRUS-4415 B2 OR RRUS-4426 B66

255'± FIBER

BETA

(1) NNH4-65C-R6 (P)

(1) NNH4-65C-R6 (P)

191'± 120°



255'± FIBER

GAMMA

(1) NNH4-65C-R6 (P)

(1) NNH4-65C-R6 (P)

191'± 240°



255'± FIBER

1F

UT

UR

E C

AR

RIE

RS

/ T

OW

ER

H

EIG

HT

CJM

05/06/2019

C20

19 -

GZA

Geo

Envi

ronm

enta

l, In

c.



www.gza.com

GZA

-J:\3

1.01

8022

5.00

AT&

T TO

WER

S\31

.018

0225

.13

BR

OO

KTO

ND

ALE

RA

W L

AN

D\D

ESIG

N\3

1.01

8022

5.13

BR

OO

KTO

ND

ALE

ZO

NIN

G D

RA

WIN

GS.

DW

G C

A50

1 M

AY

6, 2

019

2:33

PM C

OR

EY M

CW

ILLI

AM

S

UN

LE

SS

S

PE

CIF

IC

AL

LY

S

TA

TE

D B

Y W

RIT

TE

N A

GR

EE

ME

NT

, T

HIS

D

RA

WIN

G IS

T

HE

S

OL

E P

RO

PE

RT

Y O

F G

ZA

GE

OE

NV

IR

ON

ME

NT

AL

O

F N

Y (G

ZA

). T

HE

IN

FO

RM

AT

IO

N S

HO

WN

O

N T

HE

D

RA

WIN

G IS

S

OL

EL

Y F

OR

U

SE

B

Y G

ZA

'S

CL

IE

NT

O

R T

HE

C

LIE

NT

'S

D

ES

IG

NA

TE

D R

EP

RE

SE

NT

AT

IV

E F

OR

T

HE

S

PE

CIF

IC

P

RO

JE

CT

A

ND

L

OC

AT

IO

N ID

EN

TIF

IE

D

ON

T

HE

D

RA

WIN

G. T

HE

D

RA

WIN

G S

HA

LL

N

OT

B

E T

RA

NS

FE

RR

ED

, R

EU

SE

D, C

OP

IE

D, O

R A

LT

ER

ED

IN

A

NY

M

AN

NE

R

FO

R U

SE

A

T A

NY

O

TH

ER

L

OC

AT

IO

N O

R F

OR

A

NY

O

TH

ER

P

UR

PO

SE

W

IT

HO

UT

P

RIO

R W

RIT

TE

N C

ON

SE

NT

O

F G

ZA

. A

NY

TR

AN

SF

ER

, R

EU

SE

, O

R M

OD

IF

IC

AT

IO

N T

O T

HE

D

RA

WIN

G B

Y T

HE

C

LIE

NT

O

R O

TH

ER

S, W

IT

HO

UT

T

HE

P

RIO

R W

RIT

TE

N

EX

PR

ES

S C

ON

SE

NT

O

F G

ZA

, W

IL

L B

E A

T T

HE

U

SE

R'S

S

OL

E R

IS

K A

ND

W

IT

HO

UT

A

NY

R

IS

K O

R L

IA

BIL

IT

Y T

O G

ZA

.





NO

.IS

SU

E/D

ES

CR

IP

TIO

NB

YD

AT

E

PROJECT NO.

DRAWN BY:

DESIGNED BY:

SHEET NO.

DATE:

CHECKED BY:

SCALE:

SITE NAME:

PROJECT ADDRESS:

32 CLINTON STREET


1-518-350-4060

6296 FLY ROAD


315-800-1800

AT&T MOBILITY CORP.

5841 BRIDGE STREET


REVISION:

0

AS NOTED

EKR

06 OF 08

CA501

DWG

03/15/2019

CJM

CJM

31.0180225.13

DETAILS

PROJECT TYPE: NSB



EQUIPMENT PLATFORM DETAILSSCALE: 1" = 2' (22 x 34)

1" = 4' (11 X 17)

0

1" = 4' (11 x 17)

1" = 2' (22 x 34)

421

CHAINLINK FENCE NOTES

CHAINLINK FENCE NOTES:

1. INSTALL FENCING PER ASTM F-567, SWING GATES PER ASTM F-900. GATE

POST, CORNER, TERMINAL, OR PULL POST 2- 1/2" SCHEDULE 40 FOR GATE

WIDTH UP THROUGH 6' OR 12' FOR DOUBLE-SWING GATES PER

ASTM-F1083.

2. LINE POST: 2" SCHEDULE 40 PIPE PER ASTM-F1083.

3. GATE FRAME; 1-1/2"Ø SCHEDULE 40 PIPE PER ASTM-F1083.

4. TOP AND BRACE RAILS: 1-1/2"Ø SCHEDULE 40 PIPE PER ASTM-F1083.

5. FABRIC: 12 GAGE CORE WIRE SIZE 2" MESH, CONFORMING TO ASTM-A392.

6. TIE WIRE: MINIMUM 11 GAGE GALVANIZED STEEL AT POSTS AND RAILS BY

A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS

SPACED AT 24" INTERVALS MAXIMUM.

7. TENSION WIRE: 7 GAGE GALVANIZED STEEL.

8. GATE LATCH: DROP DOWN LOCKABLE FORKLATCH AND LOCK.

9. SITE PLAN AND FENCE DETAILS FOR FENCE HEIGHT DIMENSION.

CABLE BRIDGE SECTION DETAILNOT TO SCALE

12" x 10' GRIP SPAN CABLE BRIDGE KIT

WITH Z-BRACKET TRAPEZE 3 1/2"Ø x 13'-4"

HIGH BURIAL BY SITE PRO1, PART#

IN24D-Z2 OR AN APPROVED EQUAL.

KIT INCLUDES:

(3) VERSATILE Z-BRACKET TRAPEZE WITH

HARDWARE AND THREADED RODS.

NUMBER OF RUNS CALCULATED BY USING

BOTH SIDES OF BRACKET.

CROWN FOOTING

COMPACTED SUBGRADE

(4) #5 VERTICAL

REINFORCEMENT

#3 HORIZONTAL

REINFORCEMENT

@ 12" O.C.

CONCRETE FOOTING

GRADE

9' - 2"

4' - 6"

1' - 6"

3" TYP.

7"

4"

16 - 1/4"

14"

15 - 1/2"

14 - 3/4"

14"

6 - 5/8"

PROPOSED FIBER

STORAGE

ENCLOSURE

PROPOSED

UNISTRUT

ICE BRIDGE

POST

FIBER MANAGEMENT BOX DETAILNOT TO SCALE

CONCRETE PIER DETAILNOT TO SCALE

4"Ø SCH. 40 PIPE

CONCRETE

FOOTING

(4) #5 VERTICAL

REINFORCEMENT

#3 HORIZONTAL

REINFORCEMENT

@ 12" O.C.

CANOPY REMOVED

TYPICAL FENCE & GATE DETAILNOT TO SCALE

TYPICAL FENCE & CORNER POST DETAILNOT TO SCALE

TYPICAL FENCE DETAILNOT TO SCALE

GATE FRAME

PROVIDE INTERMEDIATE

RAILS FOR GATE OVER 20'

TOTAL WIDTH

FORK LATCH

WITH LOCK

DIAGONAL ROD

WITH STEEL

TURNBUCKLE

TOP TENSION

WIRE

BRACING AT

RAIL GATE

STRETCHER BAR

GATE FRAME

SINGLE OR DOUBLE SWING GATE

WIDTH ACCORDING TO PLANS

ROADWAYGATE POST

GRADE

1 1/2" M

AX

LINE POST

FOOTING

CORNER, GATE,

END OR PULL POST

C

L

TOP BRACE RAIL

STRETCHER BAR

FACILITY SIDE

DIAGONAL ROD WITH

STEEL TURNBUCKLE

BOTTOM TENSION WIRE

FINISH GRADE

OR GROUND

EXTERIOR SIDE

LINE POST

FOOTING

1 1/2" MAX CLEARANCE

FROM GRADE

1'-0" M

IN

.

1'-0"

3'-0"

BOTTOM

TENSION

WIRE

TYPICAL

ELEVATION

TOP RAIL

LINE POST

CH

AIN

LIN

K F

AB

RIC

HE

IG

HT

: S

EE

P

LA

N

LINE POST

FOOTING

GRADE

1'-0" M

IN

.

3'-0"

X X X X X X X X X X X X X X X X X X X X X X



XX

XX

XX

BARBED WIRE

XXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXX

XXXXXXXXXX

XXXXXXXXXX

XXXXXXXXXX

XXXXXXXX

XXXXXXXX

XXXXXXXX

BARBED WIRE

EXTENSION ARM

XXXXXXXXXX

XXXXXXXXXX

XXXXXXXX

BARBED WIRE

EXTENSION ARM

TYPICAL BOLLARD DETAILNOT TO SCALE

NOTE:

CONCRETE TO BE

3500 PSI MINIMUM

CONCRETE

CONCRETE 8" DIA. GALVANIZED

STEEL PIPE, PAINTED YELLOW,

FILLED SOLID WITH CONCRETE,

ROUND TOP AS SHOWN

1"

5'

5'

6"

1"

2'

19"

GRADE

19 1/4"

GRADE

PT

LC

150 LB

S

POWER CABINET

2300 LBS

POWER

CABINETS 210

LBS

20KW GENERATOR

2164 LBS

168"

87 3/16"

POWER

CABINETS 210

LBS

110 3/16"

113 3/8"

98 7/16" (OVERALL)

191 7/8" (OVERALL)

C20

19 -

GZA

Geo

Envi

ronm

enta

l, In

c.



www.gza.com

GZA

-J:\3

1.01

8022

5.00

AT&

T TO

WER

S\31

.018

0225

.13

BR

OO

KTO

ND

ALE

RA

W L

AN

D\D

ESIG

N\3

1.01

8022

5.13

BR

OO

KTO

ND

ALE

ZO

NIN

G D

RA

WIN

GS.

DW

G C

A50

2 M

AY

6, 2

019

2:33

PM C

OR

EY M

CW

ILLI

AM

S

UN

LE

SS

S

PE

CIF

IC

AL

LY

S

TA

TE

D B

Y W

RIT

TE

N A

GR

EE

ME

NT

, T

HIS

D

RA

WIN

G IS

T

HE

S

OL

E P

RO

PE

RT

Y O

F G

ZA

GE

OE

NV

IR

ON

ME

NT

AL

O

F N

Y (G

ZA

). T

HE

IN

FO

RM

AT

IO

N S

HO

WN

O

N T

HE

D

RA

WIN

G IS

S

OL

EL

Y F

OR

U

SE

B

Y G

ZA

'S

CL

IE

NT

O

R T

HE

C

LIE

NT

'S

D

ES

IG

NA

TE

D R

EP

RE

SE

NT

AT

IV

E F

OR

T

HE

S

PE

CIF

IC

P

RO

JE

CT

A

ND

L

OC

AT

IO

N ID

EN

TIF

IE

D

ON

T

HE

D

RA

WIN

G. T

HE

D

RA

WIN

G S

HA

LL

N

OT

B

E T

RA

NS

FE

RR

ED

, R

EU

SE

D, C

OP

IE

D, O

R A

LT

ER

ED

IN

A

NY

M

AN

NE

R

FO

R U

SE

A

T A

NY

O

TH

ER

L

OC

AT

IO

N O

R F

OR

A

NY

O

TH

ER

P

UR

PO

SE

W

IT

HO

UT

P

RIO

R W

RIT

TE

N C

ON

SE

NT

O

F G

ZA

. A

NY

TR

AN

SF

ER

, R

EU

SE

, O

R M

OD

IF

IC

AT

IO

N T

O T

HE

D

RA

WIN

G B

Y T

HE

C

LIE

NT

O

R O

TH

ER

S, W

IT

HO

UT

T

HE

P

RIO

R W

RIT

TE

N

EX

PR

ES

S C

ON

SE

NT

O

F G

ZA

, W

IL

L B

E A

T T

HE

U

SE

R'S

S

OL

E R

IS

K A

ND

W

IT

HO

UT

A

NY

R

IS

K O

R L

IA

BIL

IT

Y T

O G

ZA

.





NO

.IS

SU

E/D

ES

CR

IP

TIO

NB

YD

AT

E

PROJECT NO.

DRAWN BY:

DESIGNED BY:

SHEET NO.

DATE:

CHECKED BY:

SCALE:

SITE NAME:

PROJECT ADDRESS:

32 CLINTON STREET


1-518-350-4060

6296 FLY ROAD


315-800-1800

AT&T MOBILITY CORP.

5841 BRIDGE STREET


REVISION:

0

NONE

EKR

07 OF 08

CA502

DWG

03/15/2019

CJM

CJM

31.0180225.13

EROSION & SEDIMENT

CONTROL DETAILS

PROJECT TYPE: NSB



EXISTING

PAVEMENT

3'

5

:

1

PLAN VIEW

PROFILE

6" MIN.

12' MIN.

SILT FENCE DETAILNOT TO SCALE

EXISTING

GROUND

F

L

O

W

PACKED WITH EARTH

2'-6" M

IN

.18" M

IN

.

6"

6"

FILTER FABRIC

(TO BE TIED TO WIRE

FENCING)

FILTER FABRIC

TO BE BURIED IN

GROUND

1" X 1" X 48"

WOODEN STAKE AT

8'-0" MAX. O.C.

STABILIZED CONSTRUCTION ENTRANCENOT TO SCALE

CONSTRUCTION SPECIFICATIONS

1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.

2. LENGTH - NOT LESS THAN FIFTY (50) FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE

A THIRTY (30) FOOT MINIMUM LENGTH WOULD APPLY).

3. THICKNESS - NOT LESS THAN SIX (6) INCHES.

4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS

WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE

TO SITE.

5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.

6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD

CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS

IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.

7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL

PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL

SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY

MUST BE REMOVED IMMEDIATELY.

8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE

AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRACKING DEVICE.

9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH

RAIN EVENT.

EXISTING

GROUND

FILTER

CLOTH

EXISTING

GROUND

EXISTING

PAVEMENT

50' MIN.

MOUNTABLE BERM

(OPTIONAL)

100' FOR ACCESS TO STATE AND

COUNTY ROADS

NOTES:

1. NUMBER OF BALES MAY VARY DEPENDING ON

SITE CONDITIONS.

2. KEEP AS FAR FROM DRAINAGE CHANNELS AND

WETLAND AREAS AS PRACTICAL.

3. SUMPS TO BE CLEANED AND WASTE CONCRETE

REMOVED AND PROPERLY DISPOSED OF UPON

COMPLETION OF WORK.

CONCRETE

WASHOUT

3'-0"

3'-0"

6" HIGH

BLACK LETTERS

48" x 24" PLYWOOD

PAINTED WHITE

1/2" LAG SCREW (TYP.)

3" x 3" x 8' WOOD

POST (TYP.)

NOT TO SCALE

CONCRETE WASHOUT AREA

(TYP. "ABOVE GRADE" WITH BALES)

PLAN VIEWNOT TO SCALE

BALE (TYP.)

STAKE

(TYP. 2 PER BALE)

IMPERVIOUS

POLYLINER

(MIN. 10-MIL.)

VA

RIE

S

10'-0" MIN.

AA

BALE

BINDING WIRE

WOOD OR METAL STAKES

(2 PER BALE)

IMPERVIOUS POLYLINER

(MIN. 10-MIL.)

NATIVE MATERIAL

(OPTIONAL)

CONCRETE WASHOUT SIGN DETAIL(OR EQUIVALENT)

SECTION A-ANOT TO SCALE

SITE COMPOUND GRAVEL DETAILNOT TO SCALE

REFER TO SITE PLAN FOR DIMENSION

NEW FENCE

GEOTEXTILE FABRIC WEED

BARRIER TO BE PLACED UNDER

GRAVEL. MIRAFI 500X OR

APPROVED EQUAL

SCARIFY TOP 6"

AND COMPACT

SUBGRADE

6"

1' - 0"

1' - 0"

3" #57 STONE

3" COMPACTED CRUSHER RUN

NOTES:

1. REMOVE TOP 6 INCHES OF

GRADE FROM COMPOUND.

2. SCARIFY TOP 6 INCHES AND

COMPACT SUBGRADE.

12' - 0"

2% SLOPE

4" DENSE GRADED

AGGREGATE BASE (GAB)

COMPACTED SUBGRADE

(95% MODIFIED PROCTOR)

EXISTING

VEGETATION &

FILTER STRIP AREA

GEOTEXTILE FILTER FABRIC

(MIRAFI 500x OR EQUAL)

GRAVEL ACCESS DRIVE DETAILNOT TO SCALE

NOTES:

1. STONE SHALL BE COMPACTED 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY

ASTM-D-1557.

2. PRIOR TO LAYING THE STONE. THE ACCESS ROAD SHALL BE CLEARED OF ALL ORGANIC

MATTER, STERILIZED WITH WEED KILLER AND THEN TREATED WITH HERBICIDE.

3. A MINIMUM TURNING RADIUS OF THE ACCESS ROADWAY SHALL BE 55 DEGREES FOR THE

SHELTER DELIVERY.

4. THE MAXIMUM LONGITUDINAL SLOPE OF THE ACCESS ROAD SHALL NOT EXCEED 10%.

5. THE CONTRACTOR, AT MINIMUM, MUST REMOVE OR TRIM ALL TREES THAT ARE WITHIN 3

FEET OF THE ACCESS ROAD ON BOTH SIDES.

FINISH

GRADE

2' WIDTH

1' D

EP

TH

0.12' M

IN

. LO

AM

Y

SA

ND

A

ND

S

EE

D

EROSION CONTROL

BLANKET

DRAINAGE SWALE AND LINED DITCHNOT TO SCALE

NOTES:

1. USE CHECK DAMS TO SLOW WATER FLOWS AND AS SMALL SEDIMENT TRAPS

IN DITCHES AND ALONG ACCESS ROADS.

2. CLEAN SEDIMENT AND REPLACE DAMS AS NECESSARY.

3. THE CENTER OF THE CHECK DAM MUST BE AT LEAST 6" LOWER THAN THE

OUTER EDGES.

4. MAX. SPACING: TOE OF THE UPSTREAM DAM IS SAME ELEVATION AS TOP OF

DOWNSTREAM DAM.

5. TO BE LOCATED AS DETERMINED BY NATIONAL GRID ENVIRONMENTAL.

6. STONE SHALL BE FREE OF FINE PARTICLES TO PREVENT TURBO DISCHARGES.

2' M

AX

.

6"

2' M

AX

.

2

1

COARSE STONE

(2"-6" STONE)

STONE CHECK DAMSNOT TO SCALE

A

B

C

12"

6"

6" (15cm)

6"

4"

4"

4"-6"

2"-5"

6"

CRITICAL POINTS:

A. OVERLAPS AND SEAMS

B. PROJECTED WATER LINE

C. CHANNEL BOTTOM/SIDE SLOPE

VERTICES

NOTES:

1. PRODUCT TO BE NORTH AMERICAN GREEN EROSION CONTROL BLANKET OR APPROVED EQUAL.

2. HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE

CRITICAL POINTS ALONG THE CHANNEL SURFACE.

3. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY BE

NECESSARY TO PROPERLY SECURE THE RECP's.

INSTALLATION NOTES:

1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's). INCLUDING ANY

NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT

SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.

2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15cm) DEEP x 6" (15cm) WIDE

TRENCH WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE

TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN

THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO

COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF RECP's BACK OVER SEED AND

COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED

APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE RECP's.

3. ROLL THE RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH

APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL

SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN

GUIDE(tm). WHEN USING THE DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE

COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.

4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITHA 4" - 6" (10cm -15cm) OVERLAP. USE A

DOUBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER TO SECURE RECP's.

5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WOTH A ROW OF

STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN A 6" (15cm) DEEP x 4" (10cm) WIDE TRENCH.

BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.

6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5cm - 12.5cm) (DEPENDING ON RECP'S

TYPE) AND STAPLED.

7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9M -

12M) INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON

CENTER OVER ENTIRE WIDTH OF THE CHANNEL.

8. THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES

APPROXIMATELY 12" (30cm) APART IN A 6" (15cm) DEEP x 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT

THE TRENCH AFTER STAPLING.

INSTALLATION NOTES:

1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's). INCLUDING ANY NECESSARY

APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA.

CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.

2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15cm) DEEP x 6" (15cm) WIDE TRENCH WITH

APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE

RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH.

BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING

12" (30cm) PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL

WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE RECP's.

3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE

SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING

STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE(tm). WHEN USING THE

DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO

THE APPROPRIATE STAPLE PATTERN.

4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm - 12.5cm) OVERLAP

DEPENDING ON RECP's TYPE.

5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN

APPROXIMATE 3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART

ACROSS ENTIRE RECP's WIDTH.

2"-5"

12"

6"

6"

3"

NOTES:

1. PRODUCT TO BE NORTH AMERICAN GREEN EROSION CONTROL BLANKET OR APPROVED EQUAL BY NATIONAL GRID

ENVIRONMENTAL SCIENTIST.

2. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY BE

NECESSARY TO PROPERLY SECURE THE RECP's.

SWALE INSTALLATION DETAIL OF EROSION CONTROL BLANKETNOT TO SCALE

SLOPE INSTALLATION DETAIL OF EROSION CONTROL BLANKETNOT TO SCALE

8

8

1

3

6

7

5

24 2

5

3A

3B

1

C20

19 -

GZA

Geo

Envi

ronm

enta

l, In

c.



www.gza.com

GZA

-J:\3

1.01

8022

5.00

AT&

T TO

WER

S\31

.018

0225

.13

BR

OO

KTO

ND

ALE

RA

W L

AN

D\D

ESIG

N\3

1.01

8022

5.13

BR

OO

KTO

ND

ALE

ZO

NIN

G D

RA

WIN

GS.

DW

G C

A50

3 M

AY

6, 2

019

2:33

PM C

OR

EY M

CW

ILLI

AM

S

UN

LE

SS

S

PE

CIF

IC

AL

LY

S

TA

TE

D B

Y W

RIT

TE

N A

GR

EE

ME

NT

, T

HIS

D

RA

WIN

G IS

T

HE

S

OL

E P

RO

PE

RT

Y O

F G

ZA

GE

OE

NV

IR

ON

ME

NT

AL

O

F N

Y (G

ZA

). T

HE

IN

FO

RM

AT

IO

N S

HO

WN

O

N T

HE

D

RA

WIN

G IS

S

OL

EL

Y F

OR

U

SE

B

Y G

ZA

'S

CL

IE

NT

O

R T

HE

C

LIE

NT

'S

D

ES

IG

NA

TE

D R

EP

RE

SE

NT

AT

IV

E F

OR

T

HE

S

PE

CIF

IC

P

RO

JE

CT

A

ND

L

OC

AT

IO

N ID

EN

TIF

IE

D

ON

T

HE

D

RA

WIN

G. T

HE

D

RA

WIN

G S

HA

LL

N

OT

B

E T

RA

NS

FE

RR

ED

, R

EU

SE

D, C

OP

IE

D, O

R A

LT

ER

ED

IN

A

NY

M

AN

NE

R

FO

R U

SE

A

T A

NY

O

TH

ER

L

OC

AT

IO

N O

R F

OR

A

NY

O

TH

ER

P

UR

PO

SE

W

IT

HO

UT

P

RIO

R W

RIT

TE

N C

ON

SE

NT

O

F G

ZA

. A

NY

TR

AN

SF

ER

, R

EU

SE

, O

R M

OD

IF

IC

AT

IO

N T

O T

HE

D

RA

WIN

G B

Y T

HE

C

LIE

NT

O

R O

TH

ER

S, W

IT

HO

UT

T

HE

P

RIO

R W

RIT

TE

N

EX

PR

ES

S C

ON

SE

NT

O

F G

ZA

, W

IL

L B

E A

T T

HE

U

SE

R'S

S

OL

E R

IS

K A

ND

W

IT

HO

UT

A

NY

R

IS

K O

R L

IA

BIL

IT

Y T

O G

ZA

.





NO

.IS

SU

E/D

ES

CR

IP

TIO

NB

YD

AT

E

PROJECT NO.

DRAWN BY:

DESIGNED BY:

SHEET NO.

DATE:

CHECKED BY:

SCALE:

SITE NAME:

PROJECT ADDRESS:

32 CLINTON STREET


1-518-350-4060

6296 FLY ROAD


315-800-1800

AT&T MOBILITY CORP.

5841 BRIDGE STREET


REVISION:

0

NONE

EKR

08 OF 08

CA503

DWG

03/15/2019

CJM

CJM

31.0180225.13

EROSION & SEDIMENT

CONTROL DETAILS

PROJECT TYPE: NSB



NOTES:

1. STOCKPILES SHALL BE PLACED ON MINIMUM 20 MIL HDPE LINER.

2. STOCKPILES SHALL BE COVERED WITH MINIMUM 10 MIL POLYETHYLENE SHEETING WHENEVER LOADING,

STABILIZATION, OR PLACEMENT IS NOT OCCURING.

3. STOCKPILE AREAS SHALL BE SUBJECT TO DUST / ODOR CONTROLS WHENEVER LOADING, STABILIZATION,

OR PLACEMENT IS OCCURING AND AS DIRECTED BY ENGINEER. STOCKPILES SHALL BE COVERED WITH

POLYETHYLENE WHEN THESE ACTIVITIES ARE NOT BEING PERFORMED.

4. SHEETING COVERING STOCKPILE SHALL BE MAINTAINED TIGHTLY IN PLACE BY USING SAND BAGS ON

ROPES WITH A MAXIMUM 10'-0" GRID SPACING IN ALL DIMENSIONS.

5. MINIMUM 36" OVERLAP OF ALL SEAMS REQUIRED.

6. STOCKPILE SIDE SLOPES SHALL BE NO STEEPER THAN 3 (HORIZONTAL) TO 1 (VERTICAL).

7. CONTRACTOR SHALL PLACE STRAW BALE BERMS AS SHOWN ON THE DETAIL ABOVE AROUND

STOCKPILES GENERATED OUTSIDE OF THE SEDIMENT PROCESSING AREA. STRAW BALE BERMS, AS

SHOWN ON THE DETAIL, ARE NOT REQUIRED FOR STOCKPILES IN THE SEDIMENT PROCESSING AREA.

3

1

MIN. 20 MIL. HDPE LINER

TYPICAL STOCKPILE DETAILNOT TO SCALE

SAND BAG (TYP.)

MIN. 36" OVERLAP

OF SEAMS

MIN. 10 MIL.

POLYETHYLENE

SHEETING

SEDIMENT PROCESSING AREA

RIPRAP OUTLET PROTECTIONNOT TO SCALE

D

A

A

A

A

W/2

W/2

La

A A

D/2

PROFILE

DISCHARGED TO

UNCONFINED SECTION

(FLARED OUTLET)

(MINIMUM TAILWATER

CONDITION)

EN

DW

ALL

3' M

IN

.

1.0'

DISCH.

PIPE

D/2

NOTE: APRON @ ZERO GRADE

SIDE SLOPE 2:1

NO OVERFALL

6" MIN.

EXISTING

STABILIZED

CHANNEL

GRADED AGGREGATE

FILTER OR FILTER CLOTH

S=0%

PLAN VIEW

PROFILE VIEW

CROSS SECTION A-A

RISER

W=D+0.4(LA)

2

1

2

1

D/2

6

"

4

"

SEE RIPRAP STANDARDS

AND SPECIFICATIONS

GRADED AGGREGATE

FILTER OR FILTER CLOTH

CONSTRUCTION SPECIFICATIONS

1. THE SUBGRADE FOR THE RIPRAP OUTLET, SHALL BE PREPARED TO THE REQUIRED LINES AND GRADES. ANY

FILL REQUIRED IN THE SUBGRADE SHALL BE COMPACTED TO A DENSITY OF OF APPROXIMATELY THAT OF THE

SURROUNDING UNDISTURBED MATERIAL.

2. THE ROCK OR GRAVEL SHALL CONFORM TO THE SPECIFIED GRADING LIMITS RESPECTIVELY IN THE RIPRAP OR

FILTER.

3. FILTER CLOTH SHALL BE PROTECTED FROM PUNCHING, CUTTING, OR TEARING. ANY DAMAGE OTHER THAN AN

OCCASIONAL SMALL HOLE SHALL BE REPAIRED BY PLACING ANOTHER PIECE OF CLOTH OVER THE DAMAGED

PART OR BY COMPLETELY REPLACING THE CLOTH. ALL OVERLAPS, WHETHER FOR REPAIRS OR FOR JOINING

TWO PIECES OF CLOTH SHALL BE A MINIMUM OF ONE FOOT.

4. ROCK FOR THE RIPRAP OUTLETS MAY BE PLACED BY EQUIPMENT. BOTH SHALL EACH BE CONSTRUCTED TO

THE FULL COURSE THICKNESS IN ONE OPERATION AND IN SUCH A MANNER AS TO AVOID DISPLACEMENT OF

UNDERLYING MATERIALS. THE ROCK FOR RIPRAP OUTLETS SHALL BE DELIVERED AND PLACED IN A MANNER

THAT WILL ENSURE THAT IT IS REASONABLY HOMOGENOUS WITH THE SMALLER ROCKS AND SPALLS FILLING

THE VOIDS BETWEEN THE LARGER ROCKS. RIPRAP SHALL BE PLACED IN A MANNER TO PREVENT DAMAGE TO

THE FILTER BLANKET OR CLOTH. HAND PLACEMENT WILL BE REQUIRED TO THE EXTEND NECESSARY TO

PREVENT DAMAGE TO THE PERMANENT WORKS.

5. RIPRAP SHALL BE COMPOSED OF A WELL-GRADED MIXTURE OF ROCK SIZE SO THAT 50 PERCENT OF THE

PIECES, BY WEIGHT, SHALL BE LARGER THAN THE D50 SIZE. THE DIAMETER OF THE LARGEST ROCK SIZE SHALL

BE 1.5 TIMES THE D50 SIZE.

6. THE MINIMUM THICKNESS OF THE RIPRAP LAYER SHALL BE 1.5 TIMES THE MAXIMUM ROCK DIAMETER FOR D50

OF 15 INCHES OR LESS; AND 1.2 TIMES THE ROCK SIZE FOR D50 GREATER THAN 15 INCHES.

GRADED AGGREGATE

FILTER OF FILTER CLOTH

W=D+0.4(LA)

6

"

4

"

OPTIONAL CROSS SECTION A-A

site number: 10141753 site name: brooktondale project …

Documents