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SITE NUMBER: 10141753SITE NAME: BROOKTONDALE
PROJECT TYPE: NSBN
S
EW
VICINITY MAPNOT TO SCALE
LOCATION MAPNOT TO SCALE
1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF AT&T. ANY DUPLICATION OR USE WITHOUT
EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSE OF
CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED.
2. THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY ACCESSED BY TRAINED TECHNICIANS
FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE
FACILITY IS NOT GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS.
3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE AT&T
REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME.
TAKE I-81 S TOWARD BINGHAMTON TO EXIT 12 TOWARD U.S. 11/ NY-41/ NY-281/ CORTLAND/ HOMER. KEEP LEFT
AT THE FORK, FOLLOW SIGNS FOR NY-281/ ITHACA, 0.5 MI. TURN LEFT ONTO NY-281 S/ W HOMER RD (CONTINUE
TO FOLLOW NY-281 S), 3.8 MI. CONTINUE ONTO NY-13 S, 7.6 MI. TURN RIGHT ONTO W MAIN ST, 0.5 MI. TURN RIGHT
ONTO FERGUSON RD, 1.1 MI. TURN LEFT ONTO IRISH SETTLEMENT RD, 4.6 MI. CONTINUE ONTO MIDLINE RD, 2.5
MI. CONTINUE ONTO CREAMERY RD, 1.2 MI. TURN LEFT ONTO CENTRAL CHAPEL RD, 0.7 MI. TURN RIGHT ONTO
GROVE SCHOOL RD, 1.6 MI. TURN LEFT ONTO BALD HILL ROAD, 0.3 MI. SITE ACCESS WILL BE ON RIGHT.
DIRECTIONS TO SITE FROM EAST SYRACUSE
GENERAL NOTES:
PROJECTLOCATION
PROJECTLOCATION
TABLE OF CONTENTS
DWG. NO. DESCRIPTION REVISION DATE
GA001 COVER SHEET 2 05/06/2019
CA100 SITE PLAN 2 05/06/2019
CA110 DETAILED SITE PLAN 1 05/06/2019
CA130 GRADING & EROSION CONTROL PLAN 1 05/06/2019
CA500TOWER ELEVATION, NOTES & DETAILS
1 05/06/2019
CA501 DETAILS 0 04/18/2019
CA502 EROSION & SEDIMENT CONTROL DETAILS 0 04/18/2019
CA503 EROSION & SEDIMENT CONTROL DETAILS 0 04/18/2019
1. APPLICANT: AT&T MOBILITY CORP.
5841 BRIDGE STREET
EAST SYRACUSE, NEW YORK 13057
2. PROPERTY OWNER: MISSAL
340 BALD HILL ROAD
BROOKTONDALE, NEW YORK 14817
3. SITE ADDRESS: 340 BALD HILL ROAD
BROOKTONDALE, NEW YORK 14817
4. TOWER COORDINATES: LAT: 42° 21' 54.03", 42.365008
LONG: 76° 23' 01.54", -76.383761
5. TAX ID #: 15.-1-58
6. COUNTY: TOMPKINS
7. HAMLET: BROOKTONDALE
8. ZONING JURISDICTION: TOWN OF CAROLINE
9. AREA OF DISTURBANCE: 0.50± ACRES
DESCRIPTION OF WORK:
INSTALLATION OF A 199'± MONOPOLE TOWER AND 70' x 70' FENCED
COMPOUND WITHIN 100' x 100' LEASE AREA. INSTALLATION OF 12'
GRAVEL ACCESS DRIVE AND ALL OTHER ASSOCIATED UTILITIES
WITHIN 30' INGRESS/ EGRESS EASEMENT.
INSTALLATION AND OPERATION OF ANTENNAS AND ASSOCIATED
EQUIPMENT CABINETS FOR AT&T'S TELECOMMUNICATIONS
NETWORK.
PROPOSED GROUND EQUIPMENT:
- (2) CABINETS & GENERATOR ON ELEVATED EQUIPMENT PLATFORM
WITH ICE CANOPY.
- METER IN PROPOSED METER BANK.
- HOFFMAN BOX FOR FIBER DEMARC.
- ICE BRIDGE, GPS & (1) FIBER MANAGEMENT BOX.
- UNDERGROUND POWER & TELCO.
- UTILITY BACKBOARD.
- NEW GROUND RING.
PROPOSED TOWER EQUIPMENT:
- (3) ANTENNA FRAMES @ 191'± AGL.
- (6) NNH4-65C-R6 ANTENNAS (2 PER SECTOR)
- (3) RRH-4478 B14, (3) RRUS-8843 B2/B66
- (3) RRUS-4449 B5/B12
- (3) DC6-48-60-0-8F (SQUID)
- (6) DC POWER CABLES, (2) FIBER CABLES
PROJECT INFORMATION
C20
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GZAGeoEnvironmental of NY
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www.gza.com
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EXCEPT AS PROVIDED UNDER SECTION 7209
SUBDIVISION 2 OF THE NEW YORK STATE
EDUCATION LAW. UNAUTHORIZED
ALTERATION IS PROHIBITED
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
SARATOGA SPRINGS, NEW YORK 12866
1-518-350-4060
6296 FLY ROAD
EAST SYRACUSE. NEW YORK 13057
315-800-1800
AT&T MOBILITY CORP.
5841 BRIDGE STREET
EAST SYRACUSE, NEW YORK 13057
REVISION:
2
NONE
EKR
01 OF 08
GA001
DWG
03/15/2019
CJM
CJM
31.0180225.13
COVER SHEET
PROJECT TYPE: NSB
BROOKTONDALESITE NUMBER: 10141753
340 BALD HILL ROADBROOKTONDALE, NEW YORK 14817
Know what's below.
before you dig.Call
R
1R
EV
IS
IO
N D
AT
EC
JM
04/18/2019
2R
EV
IS
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N D
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JM
05/06/2019
O
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OH
OH
OH
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OH
OH
OH
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BRUSH
GARDEN AREA
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#1.
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PR
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. M
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#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.
GZAGeoEnvironmental of NY
Engineers and Scientists
www.gza.com
GZA
-J:\3
1.01
8022
5.00
AT&
T TO
WER
S\31
.018
0225
.13
BR
OO
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ND
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G D
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WIN
GS.
DW
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0 M
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6, 2
019
2:32
PM C
OR
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S
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IS
K A
ND
W
IT
HO
UT
A
NY
R
IS
K O
R L
IA
BIL
IT
Y T
O G
ZA
.
EXCEPT AS PROVIDED UNDER SECTION 7209
SUBDIVISION 2 OF THE NEW YORK STATE
EDUCATION LAW. UNAUTHORIZED
ALTERATION IS PROHIBITED
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
SARATOGA SPRINGS, NEW YORK 12866
1-518-350-4060
6296 FLY ROAD
EAST SYRACUSE. NEW YORK 13057
315-800-1800
AT&T MOBILITY CORP.
5841 BRIDGE STREET
EAST SYRACUSE, NEW YORK 13057
REVISION:
2
1" = 40'
EKR
02 OF 08
CA100
DWG
03/15/2019
CJM
CJM
31.0180225.13
SITE PLAN
PROJECT TYPE: NSB
BROOKTONDALESITE NUMBER: 10141753
340 BALD HILL ROADBROOKTONDALE, NEW YORK 14817
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
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L
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.
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.D
.
L.O
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.
L.O
.D
.
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.
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.
D
.
L
.
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.
D
.
L
.
O
.
D
.
L
.
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D
.
L
.O
.D
.
L
.O
.D
.
L
.O
.D
.
L
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.D
.
L
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.D
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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
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.
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.
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
PROPOSED UNDERGROUND
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
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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
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&
T
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1
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1
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5
1
6
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1
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.
S
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.
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.
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.
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.
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
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1
1
6
3
0
1
6
3
0
1
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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
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PROPOSED 20' WIDE TEMPORARY
CONSTRUCTION EASEMENT
C20
19 -
GZA
Geo
Envi
ronm
enta
l, In
c.
GZAGeoEnvironmental of NY
Engineers and Scientists
www.gza.com
GZA
-J:\3
1.01
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EXCEPT AS PROVIDED UNDER SECTION 7209
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ALTERATION IS PROHIBITED
NO
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SU
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CR
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NB
YD
AT
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PROJECT NO.
DRAWN BY:
DESIGNED BY:
SHEET NO.
DATE:
CHECKED BY:
SCALE:
SITE NAME:
PROJECT ADDRESS:
32 CLINTON STREET
SARATOGA SPRINGS, NEW YORK 12866
1-518-350-4060
6296 FLY ROAD
EAST SYRACUSE. NEW YORK 13057
315-800-1800
AT&T MOBILITY CORP.
5841 BRIDGE STREET
EAST SYRACUSE, NEW YORK 13057
REVISION:
1
AS NOTED
EKR
03 OF 08
CA110
DWG
03/15/2019
CJM
CJM
31.0180225.13
DETAILED
SITE PLAN
PROJECT TYPE: NSB
BROOKTONDALESITE NUMBER: 10141753
340 BALD HILL ROADBROOKTONDALE, NEW YORK 14817
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
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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
PROPOSED UNDERGROUND
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
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(3 R
OD
S/ 49.5' W
ID
E P
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R
EF
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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 &
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E & T
E
&
T
E
&
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PR
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PA
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R R
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#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
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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
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1
6
5
1
1652
1653
1654
1
6
5
5
1
6
5
6
1
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5
7
1
6
5
8
1
6
5
9
1
6
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0
1
6
6
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4
1
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1
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1
6
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1
6
6
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1
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1
6
5
5
1
6
5
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1
6
4
5
1
6
4
0
1
6
3
5
1
6
3
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1
6
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1
6
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1
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2
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.
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
PROPOSED 20' WIDE TEMPORARY
CONSTRUCTION EASEMENT
C20
19 -
GZA
Geo
Envi
ronm
enta
l, In
c.
GZAGeoEnvironmental of NY
Engineers and Scientists
www.gza.com
GZA
-J:\3
1.01
8022
5.00
AT&
T TO
WER
S\31
.018
0225
.13
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Y T
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.
EXCEPT AS PROVIDED UNDER SECTION 7209
SUBDIVISION 2 OF THE NEW YORK STATE
EDUCATION LAW. UNAUTHORIZED
ALTERATION IS PROHIBITED
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
SARATOGA SPRINGS, NEW YORK 12866
1-518-350-4060
6296 FLY ROAD
EAST SYRACUSE. NEW YORK 13057
315-800-1800
AT&T MOBILITY CORP.
5841 BRIDGE STREET
EAST SYRACUSE, NEW YORK 13057
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
BROOKTONDALESITE NUMBER: 10141753
340 BALD HILL ROADBROOKTONDALE, NEW YORK 14817
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
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T
A
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C
T
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1
2
0
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A
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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.
GZAGeoEnvironmental of NY
Engineers and Scientists
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
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N\3
1.01
8022
5.13
BR
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DW
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A50
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6, 2
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IC
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G B
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O
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TH
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S, W
IT
HO
UT
T
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P
RIO
R W
RIT
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N
EX
PR
ES
S C
ON
SE
NT
O
F G
ZA
, W
IL
L B
E A
T T
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U
SE
R'S
S
OL
E R
IS
K A
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W
IT
HO
UT
A
NY
R
IS
K O
R L
IA
BIL
IT
Y T
O G
ZA
.
EXCEPT AS PROVIDED UNDER SECTION 7209
SUBDIVISION 2 OF THE NEW YORK STATE
EDUCATION LAW. UNAUTHORIZED
ALTERATION IS PROHIBITED
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
SARATOGA SPRINGS, NEW YORK 12866
1-518-350-4060
6296 FLY ROAD
EAST SYRACUSE. NEW YORK 13057
315-800-1800
AT&T MOBILITY CORP.
5841 BRIDGE STREET
EAST SYRACUSE, NEW YORK 13057
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
BROOKTONDALESITE NUMBER: 10141753
340 BALD HILL ROADBROOKTONDALE, NEW YORK 14817
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°
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
GAMMA
(1) NNH4-65C-R6 (P)
(1) NNH4-65C-R6 (P)
191'± 240°
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
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.
GZAGeoEnvironmental of NY
Engineers and Scientists
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
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S
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CIF
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AL
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K A
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HO
UT
A
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R
IS
K O
R L
IA
BIL
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Y T
O G
ZA
.
EXCEPT AS PROVIDED UNDER SECTION 7209
SUBDIVISION 2 OF THE NEW YORK STATE
EDUCATION LAW. UNAUTHORIZED
ALTERATION IS PROHIBITED
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
SARATOGA SPRINGS, NEW YORK 12866
1-518-350-4060
6296 FLY ROAD
EAST SYRACUSE. NEW YORK 13057
315-800-1800
AT&T MOBILITY CORP.
5841 BRIDGE STREET
EAST SYRACUSE, NEW YORK 13057
REVISION:
0
AS NOTED
EKR
06 OF 08
CA501
DWG
03/15/2019
CJM
CJM
31.0180225.13
DETAILS
PROJECT TYPE: NSB
BROOKTONDALESITE NUMBER: 10141753
340 BALD HILL ROADBROOKTONDALE, NEW YORK 14817
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
X X X X X X X X X X X X X X X X X X X X X X
X X X 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.
GZAGeoEnvironmental of NY
Engineers and Scientists
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
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KTO
ND
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ZO
NIN
G D
RA
WIN
GS.
DW
G C
A50
2 M
AY
6, 2
019
2:33
PM C
OR
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CW
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AM
S
UN
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SS
S
PE
CIF
IC
AL
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TA
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O
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IT
HO
UT
T
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P
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N
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PR
ES
S C
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SE
NT
O
F G
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, W
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L B
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T T
HE
U
SE
R'S
S
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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
.
EXCEPT AS PROVIDED UNDER SECTION 7209
SUBDIVISION 2 OF THE NEW YORK STATE
EDUCATION LAW. UNAUTHORIZED
ALTERATION IS PROHIBITED
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
SARATOGA SPRINGS, NEW YORK 12866
1-518-350-4060
6296 FLY ROAD
EAST SYRACUSE. NEW YORK 13057
315-800-1800
AT&T MOBILITY CORP.
5841 BRIDGE STREET
EAST SYRACUSE, NEW YORK 13057
REVISION:
0
NONE
EKR
07 OF 08
CA502
DWG
03/15/2019
CJM
CJM
31.0180225.13
EROSION & SEDIMENT
CONTROL DETAILS
PROJECT TYPE: NSB
BROOKTONDALESITE NUMBER: 10141753
340 BALD HILL ROADBROOKTONDALE, NEW YORK 14817
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
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EXCEPT AS PROVIDED UNDER SECTION 7209
SUBDIVISION 2 OF THE NEW YORK STATE
EDUCATION LAW. UNAUTHORIZED
ALTERATION IS PROHIBITED
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
SARATOGA SPRINGS, NEW YORK 12866
1-518-350-4060
6296 FLY ROAD
EAST SYRACUSE. NEW YORK 13057
315-800-1800
AT&T MOBILITY CORP.
5841 BRIDGE STREET
EAST SYRACUSE, NEW YORK 13057
REVISION:
0
NONE
EKR
08 OF 08
CA503
DWG
03/15/2019
CJM
CJM
31.0180225.13
EROSION & SEDIMENT
CONTROL DETAILS
PROJECT TYPE: NSB
BROOKTONDALESITE NUMBER: 10141753
340 BALD HILL ROADBROOKTONDALE, NEW YORK 14817
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