20191188 Ver 1_Construction Drawings_20190903

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A.T. ENGINEERING SERVICE, PLLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: [phone]
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SITE NAME: FINCH MILL
0008
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SITE NUMBER: 306379
DATE DRAWN: 08/08/19
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TITLE SHEET
MAMIE RD
mn
G-001
0-
SITE ADDRESS: 5259 MAMIE ROAD
-
RFkailk
WILSON, NC 27893
VICINITY MAP
LOCATION MAP
CAP EX IMPROVEMENT PLAN
COMPLIANCE CODE
PROJECT LOCATION
PROJECT NOTES
SHEET INDEX
ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED
SITE ADDRESS:
1. ALL WORK SHALL CONFORM TO ALL CURRENT APPLICABLE
SHEET
NO:
DESCRIPTION:
REV:
DATE:
BY:
IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE
FEDERAL, STATE, AND LOCAL CODES, INCLUDING
G-001
TITLE SHEET
0
08/08/19
NRP
FOLLOWING CODES AS ADOPTED BY THE LOCAL
5259 MAMIE ROAD
ANSI/EIA/FIA-222, AND COMPLY WITH ATC MASTER SPECS.
GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS
WILSON, NC 27893
2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL
V-101
AS -BUILT SURVEY
TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO
COUNTY: WILSON
REQUIRED INSPECTIONS.
THESE CODES.
3. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS,
V-102
EXISTING CONDITIONS & TOPOGRAPHY PLAN
GEOGRAPHIC COORDINATES:
DRAINAGE STRUCTURES, AND SITE IMPROVEMENTS SHALL BE
1. INTERNATIONAL BUILDING CODE (IBC)
VERIFIED IN FIELD BY CONTRACTOR WITH ALL DISCREPANCIES
C-101
OVERALL SITE PLAN
0
08/08/19
NRP
2. NATIONAL ELECTRIC CODE (NEC)
LATITUDE: 35.74786111
REPORTED TO THE ENGINEER.
3. LOCAL BUILDING CODE
LONGITUDE: -78.0201
4. DETAILS SHOWN ARE TYPICAL, SIMILAR DETAILS APPLY TO
SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.
C-102
SITE PLAN
0
08/08/19
NRP
4. CITY/COUNTY ORDINANCES
:
GROUND ELEVATION172' AMSL
5. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF
EXISTING UTILITIES, GROUNDS DRAINS, DRAIN PIPES, VENTS,
C-103
SITE PLAN
0
08/08/19
NRP
PROJECT DESCRIPTION
PROJECT LOCATION DIRECTIONS
ETC. BEFORE COMMENCING WORK.
6. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY
CONSTRUCTION OF THIS PROJECT TO MATCH EXISTING
C-104
PICTURES
0
08/08/19
NRP
THE PROPOSED PROJECT INCLUDES IMPROVING AN EXISTING
C-501
CONSTRUCTION DETAILS
0
08/08/19
NRP
ACCESS ROAD WITH SITE SPECIFIC BMP'S.
PRE -CONSTRUCTION CONDITIONS TO THE SATISFACTION OF
C-502
CONSTRUCTION DETAILS
0
08/08/19
NRP
FROM RALEIGH, NC:
THE ATC CONSTRUCTION MANAGER.
TAKE 264E TO WILSON EXIT. TURN RIGHT AND GO TO 1ST
7. WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN
IN THIS PLAN SET, CONTRACTOR WILL NOTIFY THE ATC
SURVEY INFORMATION
C-602
SPECIAL INSPECTIONS WORKSHEET
0
08/08/19
NRP
LIGHT (BOJANGLES ON CORNER). TURN RIGHT. FOLLOW TO
MAMIE ROAD AND TAKE A RIGHT. FOLLOW TO END AND TURN
CONSTRUCTION MANAGER IMMEDIATELY.
8. CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM
1. TOPOGRAPHY AND BOUNDARY INFORMATION WAS
RIGHT AT LAST DRIVEWAY. SITE AT END OF ROAD TURN R INTO
THE SITE AT THE END OF EACH DAY.
OBTAINED FROM SURVEY PLAN DATED 07/16/18 BY POINT
DRIVE AND FOLLOW ALL THE WAY TO TOWER
9. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH
TO POINT LAND SURVEYORS
LANDLORD AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND
DISRUPTION OF OTHER OCCUPANTS OF THE FACILITY.
10. PRIOR TO SUBMISSION OF BID, CONTRACTOR WILL
UTILITY COMPANIES
PROJECT TEAM
COORDINATE WITH ATC CONSTRUCTION MANAGER TO
DETERMINE IF ANY PERMITS WILL BE OBTAINED BY ATC. ALL
POWER COMPANY: CITY OF WILSON POWER
TOWER OWNER:
REQUIRED PERMITS NOT OBTAINED BY ATC MUST BE
PHONE: [phone]
OBTAINED, AND PAID FOR, BY THE CONTRACTOR.
TELEPHONE COMPANY: CENTURY -LINK
AMERICAN TOWER
10 PRESIDENTIAL WAY
11. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE
PHONE: [phone]
WOBURN, MA 01801
PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE
PROPERTY OWNER:
AMERICAN TOWER
SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND
FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE
•
10 PRESIDENTIAL WAY
CONTRACT.
WOBURN, MA 01801
12. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY
©
INCLUDING COMPLIANCE WITH ALL APPLICABLE OSHA
ENGINEERED BY:
STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE
ALL NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM
WILLIAM & SHIRLEY FINCH
AND CONSTRUCTION DEVICES SUCH AS WELDING AND FIRE
Know what's below.
5265 MAMIE ROAD
PREVENTION, TEMPORARY SHORING, SCAFFOLDING, TRENCH
Call before you dig.
WILSON, NC 27893
BOXES/SLOPING, BARRIERS, ETC.
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AMERICAN TOWER®
A.T. ENGINEERING SERVICE, PLLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: [phone]
COA: P-1177
TH ESE DRAWINGS AND/OR THE ACCOMPANYING
SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE
EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND
PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE
FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR
THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO
THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF
AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL
BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS
PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND
ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF TH IS DRAWING IS SUPERSEDED BY THE LATEST
VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
0 FOR CONSTRUCTION NRP 08/08/19
ATC SITE NUMBER:
306379
ATC SITE NAME:
FINCH MILL
SITE ADDRESS:
5259 MAMIE ROAD
WILSON, NC 27893
SEAL:
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SEAL ;
0008
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g920193:50PM C0Si
DRAWN BY: KTL
APPROVED BY: KRF
DATE DRAWN: 08/08/19
ATC JOB NO: 12601314
TITLE SHEET
SHEET NUMBER:
REVISION:
G-001
0-
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PROJECT SUMMARY
SURVEY DATE: 07/09/2018
)DRESS: 5259 MAMIE
MAMIE ROAD, WILSON, NC 27893
:: WI$HIRLEY FINCH
'S: 5265 MAMIE ROAD, WILSON, NC 27893
782-98-7069.000
A
fPARCEL: 59.27 ACRES (PER TAX ASSESSOR)
AREA: 0.9333 ACRES t
NPH PRD1N6Uq OF TOW
)E: 35'4452.28 N 35.747856')
%L. DATUM: NAVD "1988 ((COMPUTED USING GEOID 12B)
INIAL DATUM: NAD83
D ELEVATION: 171.7
,IGS ARE BASED ON GRID NORTH (NC ZONE)
1EAFFEMA FLOODPLAIN MAPS, THE SITE IS
.D IN "'AREA DESIGNATED AS ZONE X. COMMUNITY
NO. : 3720279200K DATED: 04/16/2013
SPECIFIC PURPOSE AS -BUILT SURVEY IS FOR THE LEASED
SURVEYOR'S NOTES
ROAD, A PUBLIC RIGHT OF WAY.
2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THE SURVEY
ARE FROM VISIBLE SURFACE EVIDENCE ONLY.
NO OBSERVABLE
BUILDING
RECENT MONTHS.
NO OBSERVABLE
JSED AS A SOLID
NO OBSERVABLE
RIGHT-OF-WAY
AVAILABLE FROM
6. AT THE TIME OF THIS SURVEY, THERE WAS NO OBSERVABLE
EVIDENCE OF ANY RECENT STREET OR SIDEWALK CONSTRUCTION
SURVEY IS BASED HAS A
20,000+ FEET AND AN
POINT AND WAS ADJUSTED
S. EQUIPMENT USED FOR ANGULAR & LINEAR MEASUREMENTS:
LEICA TPS 1200 ROBOTIC & GEOMAX ZENITH 35.
9. NO WETLANDS AREAS HAVE BEEN INVESTIGATED BY THIS
I ZONING INFORMATION I
AR
SHOULD BE VERIFIED WITH THE PROPER
I LEGAL DESCRIPTION I
EXISTING ATC LEASE AREA - AS PROVIDED & AS SURVEYED:
ALL THAT TRACT OR PARCEL OF LAND, LYING AND BEING IN OLD FIELDS TOWNSHIP, WILSON COUNTY, NORTH CAROLINA, AND BEING A
PORTION OF THE LANDS OF WILLIAM AND SHIRLEY FINCH, AS RECORDED IN DEED BOOK 1121 PAGE 46, WILSON COUNTY RECORDS,
AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A 5/8 -INCH REBAR FOUND ALONG AN EXISTING ATC LEASE AREA. SAID REBAR HAVING A NORTH CAROLINA (NAD83)
THENCE, NORTH 10'14'22" WEST," 200.14 FEET TO A 5 8 -INCH REBAR FOUND; THENCE, NORTH 79'26'28" EAST, 52.24 FEET TO A
POINT; THENCE, SOUTH 171343 EAST, 207.06 FEET 0 A 5/8 -INCH REBAR FOUND; THENCE, SOUTH 64'29'12 EAST, 53.49 FEET
TO A 5/8 -INCH REBAR FOUND AND THE TRUE POINT OF BEGINNING.
BEARINGS ARE BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM (NAD83).
SAID TRACT CONTAINS 0.9333 ACRES (40,656 SQUARE FEET), MORE OR LESS.
EXISTING 20' ACCESS & UTILITY EASEMENT $i - AS PROVIDED & AS SURVEYED:
TOGETHER WITH AN EXISTING 20 -FOOT WIDE ACCESS AND UTILITY EASEMENT BEING 10 -FEET EITHER SIDE OF CENTERLINE , LYING
AND BEING IN OLD FIELDS TOWNSHIP, WILSON COUNTY, NORTH CAROLINA, AN BEING A PORTION OF THE LANDS OF WILLI AND
SHIRLEY FINCH, AS RECORDED IN DEED BOOK 1121 PAGE 46, WILSON COUNTY RECORDS, AND BEING MORE PARTICULARLY DESCRIBED
ATC LEASE AREA, SAID
EASTING: 2290814.76;
7714'46" EAST. 199.65 FEET
TO A POINT; THENCE, SOUTH
THENCE, SOUTH 05.06'11"
& SHIRLEY FINCH AND THE
BEARINGS ARE BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM (NAD83).
EXISTING 20' ACCESS & UTILITY EASEMENT #2 - AS PROVIDED & AS SURVEYED:
TOGETHER WITH AN EXISTING 20 -FOOT WIDE ACCESS AND UTILITY EASEMENT BEING 10 -FEET EITHER SIDE OF CENTERLINE , LYING
AND BEING IN OLD FIELDS TOWNSHIP, WILSON COUNTY, NORTH CAROLINA, AN BEING A PORTION OF THE LANDS OF LUTH R &
MONICA FINCH, AS RECORDED IN DEED BOOK 1799 PAGE 210, WILSON COUNTY RECORDS, AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
TO FIND THE TRUE POINT OF BEGINNING. COMMENCE AT A 5/8 -INCH REBAR FOUND ALONG AN EXISTING ATC LEASE AREA IN THE
BEARINGS ARE BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM (NAD83).
ADJOINER INFORMATION
N0. PARCEL lD OWNER (NIFZONED REFERENCE
1 2792-07-9671.000 LUTHER & MONICA FINCH AR DB 1799 PG 210
2 2792-17-0378.000 WILLIAM & SHIRLEY FINCH AR DB 1027 PG 113
IPF -
\ 5/8" RB
`IPF
IPF
N
5/8" RB
5/8'" RB
0.2' FROM COR.
O
�2
L1
825'12'73'W
"W
19.08'
LINE TABLE
IPF
`
5/8" RB
BEARING DISTANCE
O
�2
L1
825'12'73'W
"W
19.08'
WFTLANDSJ
`
FLAGS E G JA
52.14'
28.68'
1
L4
L5
N644826"W
N40'2859W
44.03'
51.98'
HAVING A VALUE OF NORTHING' 72857532 U ING: 2290814.76;
STATE PLANE CDF'
L6
WETLAND -
INV
75.36'
OP -2
`
WETLANDS�� 11
`
FLAGS D
2
564'29'12E
502'23'14 E
INV 24" RCP: -
126.45'
CORRUGATED METAL PIPE
�o I
155.82
HIGH DENSITY POLYETHYLENE PIPE
POLYVINYL CHLORIDE PIPE
EAST, 168.49 FEET TO A POINT ALONG THE LINE COMMON TO THE LANDS OF LUTHER & MONICA FINCH AND SAID LANDS OF WILLIAM
A
ORDINARY HIG
`
TR
CLF
TRANSFORMER
CHAIN LINK FENCE
LINE TABLE
SURVEY LEGEND
I N
LINE
BEARING DISTANCE
O
�2
L1
825'12'73'W
"W
19.08'
`N
1
L2
L3
S19.47'11
S25'12'44"W
52.14'
28.68'
1
L4
L5
N644826"W
N40'2859W
44.03'
51.98'
HAVING A VALUE OF NORTHING' 72857532 U ING: 2290814.76;
STATE PLANE CDF'
L6
N25'19'31 'E
INV
75.36'
12" CMP:
158.03
L7
N79'2628E
52.24'
WILLIAM & SHIRLEY FINCH
PIN, 2782-98-7069.000
L8
564'29'12E
53.49'
INV 24" RCP: -
CMP
CORRUGATED METAL PIPE
POINTi THENCE LEAVING SAID LEASE AREA AND RUNNI G, SOUTH 04'07'28" WEST, 138.04 FEET TO A POINT; THENCE, SOUTH
02'2314 EAST, 126.45 FEET TO A POINT; THENCE, SOUTH 21.57'09" EAST, 269.75 FEET TO A POINT; THENCE, SOUTH 05'06'11"
155.82
HIGH DENSITY POLYETHYLENE PIPE
POLYVINYL CHLORIDE PIPE
EAST, 168.49 FEET TO A POINT ALONG THE LINE COMMON TO THE LANDS OF LUTHER & MONICA FINCH AND SAID LANDS OF WILLIAM
GW
ORDINARY HIG
& SHIRLEY FINCH; THENCE LEAVING SAID COMMON PROPERTY LINE AND RUNNING, SOUTH 05'06'11" EAST, 25.51 FEET TO A POINT;
THENCE, SOUTH 17-52'21" EAST, 86.75 FEET TO A POINT ALONG SAID COMMON -PROPERTY LINE AND THE TRUE POINT OF BEGINNING;
TR
CLF
TRANSFORMER
CHAIN LINK FENCE
WATER MARK
-
ENCROACHMENT'S ARE SHOWN HEREON.
(STREAM A)
(:PC NnTFC
THE FOLLOWING GPS STATISTICS UPON WHICH THIS
SURVEY IS BASED HAVE BEEN PRODUCED AT THE 95%
CONFIDENCE LEVEL:
IPF 5/8" RB 1
0.4' FROM COR. I
EXISTING ATC 1
LEASE AREA
AS PROVIDED
)
AS SURVEUE 1
(D 2066 PG 825
POB: LEASE I
IPF IPF 5/8" RB
N=728575.32
5/8" RB E=2290874.76
°
iv + u o
4 /AFS/8"?°A56 `V 0.1 H
V
FS�B'gB/8"Rg WETLANDS 1 �SiQc>
S'ag. FLAGS F
�/$73s7v Z o s
DP -2
INV 24" RCP: -
156.72
WETLAND:
FLAGS A
POSITIONAL ACCURACY. 0.04 FEET
TYPE OF GPS FIELD PROCEDURE: ONLINE POSITION USER SERVICE
DATES OF SURVEY: 7-9-18
DATUM / EPOCH: NAD_83(2010,.%POCH: 2010.0000)
PUBLIS ED-/ FIXED CONTROL USE: N/A
GEOID MODEL: 12B
COMBINED GRID FACTOR(S): 0.99990733
EXISTING 20' ACCESS & UTILITY EASEMENT #3 - AS PROVIDED & AS SURVEYED:
SURVEY LEGEND
I N
O72.69
POINT OF BEGINNING
O
�2
504'07'28"WNP==B2980642.04
POINT OF COMMENCEMENT
�
138.04'
IRON PIN SET
1
Y")
1
TO FIND THE TRUE POINT OF BEGIN(NING, COMMENCE ATA 5/8 -INCH REBAR FOUND ALONG AN EXISTING ATC LEASE AREA, SAID
GRAVEL
CONCRETE MONUMENT FOUND
REBAR
HAVING A VALUE OF NORTHING' 72857532 U ING: 2290814.76;
STATE PLANE CDF'
DRIVE
PARENT PARCEL
AR LONG �D
2S0UTH19'47 WENAD83)
THENC70*14'46RUNNING SOUTH RE Ah FOTHENCE,
1E .08 FEETT A 5/8 INCH
FH
N/F
TILEASEO A PARE44
7 THENCE, NORTH 4'500
OU
WILLIAM & SHIRLEY FINCH
PIN, 2782-98-7069.000
2
RCP
ZONED: AR
DB 1121 PG 46
THENCE, NORTH 64'48'26" WEST, 44.03 FEET TO A 5/8 -INCH REBAR FOUND; THENCE, SOUTH 4715'25' WEST, 119.13 FEET TO A
DP -2
INV 24" RCP: -
156.72
WETLAND:
FLAGS A
POSITIONAL ACCURACY. 0.04 FEET
TYPE OF GPS FIELD PROCEDURE: ONLINE POSITION USER SERVICE
DATES OF SURVEY: 7-9-18
DATUM / EPOCH: NAD_83(2010,.%POCH: 2010.0000)
PUBLIS ED-/ FIXED CONTROL USE: N/A
GEOID MODEL: 12B
COMBINED GRID FACTOR(S): 0.99990733
EXISTING 20' ACCESS & UTILITY EASEMENT #3 - AS PROVIDED & AS SURVEYED:
SURVEY LEGEND
TOGETHER WITH AN EXISTING 20 -FOOT WIDE ACCESS AND UTILITY EASEMENT (BEING 10 -FEET EITHER SIDE OF CENTERLINE), LYING
POB
POINT OF BEGINNING
AND BEING IN OLD FIELDS TOWNSHIP, WILSON COUNTY, NORTH CAROLINA AND BEING A PORTION OF THE LANDS OF WILLIAM AND
POC
POINT OF COMMENCEMENT
SHIRLEY FINCH, AS RECORDED IN DEED BOOK 1121 PAGE 46, WILSON COUNTY RECORDS, AND BEING MORE PARTICULARLY DESCRIBED
IPS
IRON PIN SET
AS FOLLOWS:
IPF
IRON PIN FOUND
TO FIND THE TRUE POINT OF BEGIN(NING, COMMENCE ATA 5/8 -INCH REBAR FOUND ALONG AN EXISTING ATC LEASE AREA, SAID
CMF
RB
CONCRETE MONUMENT FOUND
REBAR
HAVING A VALUE OF NORTHING' 72857532 U ING: 2290814.76;
STATE PLANE CDF'
UP
UTILITY POLE
AR LONG �D
2S0UTH19'47 WENAD83)
THENC70*14'46RUNNING SOUTH RE Ah FOTHENCE,
1E .08 FEETT A 5/8 INCH
FH
FIRE HYDRANT
TILEASEO A PARE44
7 THENCE, NORTH 4'500
OU
OVERHEAD UTILITY
WEST, 204.56 FEET TO A 5/8 -INCH REBAR FOUND; THENCE, SOUTH 25'1244' WEST, 28.68 FEET TOA 5/8 -INCH REBAR FOUND;
RCP
REINFORCED CONCRETE PIPE
THENCE, NORTH 64'48'26" WEST, 44.03 FEET TO A 5/8 -INCH REBAR FOUND; THENCE, SOUTH 4715'25' WEST, 119.13 FEET TO A
CMP
CORRUGATED METAL PIPE
POINTi THENCE LEAVING SAID LEASE AREA AND RUNNI G, SOUTH 04'07'28" WEST, 138.04 FEET TO A POINT; THENCE, SOUTH
02'2314 EAST, 126.45 FEET TO A POINT; THENCE, SOUTH 21.57'09" EAST, 269.75 FEET TO A POINT; THENCE, SOUTH 05'06'11"
HDPE
PVC
HIGH DENSITY POLYETHYLENE PIPE
POLYVINYL CHLORIDE PIPE
EAST, 168.49 FEET TO A POINT ALONG THE LINE COMMON TO THE LANDS OF LUTHER & MONICA FINCH AND SAID LANDS OF WILLIAM
GW
GUY WIRE ANCHOR
& SHIRLEY FINCH; THENCE LEAVING SAID COMMON PROPERTY LINE AND RUNNING, SOUTH 05'06'11" EAST, 25.51 FEET TO A POINT;
THENCE, SOUTH 17-52'21" EAST, 86.75 FEET TO A POINT ALONG SAID COMMON -PROPERTY LINE AND THE TRUE POINT OF BEGINNING;
TR
CLF
TRANSFORMER
CHAIN LINK FENCE
27'20'21- EAST, 298.17 FEET TO THE ENDING AT A POINT ALONG THE NORTHERLY RIGH
60 -FOOT RIGHT-OF-WAY).
BEARINGS ARE BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM (NAD83).
EXISTING 20' ACCESS 1 a
& UTILITY EASEMENT Qi
((AS PROVIDED) 1
(AS SURVEYED)
(DB 2066 PG 825) I
I
S2 *57'09"E 1
\ 269.75'
\\ WETLANDS I
FLAGS C 1.77
OMp�1 INV 12"
16,.49'
505'0511 E 15'.06 1
WV 12" CMp: / I
64 1
INV 24" RCp 15743 L 1
INV 24.�f,r 007E'Y
NIGN I 1
g�jil� OpDARMA 6) NK 1
(STRF1' OF
T (STREAM 1
\ S05'06"11 E
25.51' EXISTING 20' ACCESS
517'52'21"E & UTILITY EASEMENT ff2 1
86.75'AS PROVIDED)
ACC #3 AS SURVEYED)
p08 (DB 2066 PG 825) 1
` S17'5221'E 97.25' IJ 1
w IEXISTING AS ACCESS Ip
& UTAS EASEMENT f/3 1
UP (AS SURVEYED)
d
Am AS SURVEYED) 1
(OB 2066 PG 825)
mz 22"
527'20'21"E
\` 298.17' v 1
J. Z
I N 1
18 16 N2'j 1
19" 1 19
V�v I 1
D�pm
14" pn
z _L f
R/W) (PAVED PUBLIC ROAD)
0
I
-- SITE
A
VICINITY MAP
` NSF
AMERICAN TOWER °
PAUL & MARK TOMLINSON
PIN: 2792-19-8897000
ZONED: AR
PB 17 PG 187
CARY, NC 27518
zc
IBP
N ` Nei TF
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EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE
AND PUBLICATION SHALL BE RESTRICTED TO THE
i` xz z T�
ro v
TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS
STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS
A OS
I M
pO^NO
CONCRETE PAD
GROUND COVER
SURVEY PLAN
N
�2
O II
2
THE LATEST VERSION ON FILE WITH AMERICAN TOWER.
MAMIE ROAD (60' R/W)
3 PARENT PARCEL
0 1000' 201
SCALE: 1"=1000' (11X17)
1 "=500' (22X34)
CENTER 0
EXISTING TOI
35'44'52.28
78'01'12.45
ELEV.. 177.7'
mrm
N F NOW OR FORMERLY
AMERICAN TOWER °
I
ICE BRIDGE
SUITE 100
CARY, NC 27518
PHONE: [phone]
IBP
ICE BRIDGE POLE
UR
SPECIFICATION AS INS RMENTS OR SERVICE ARE THE
EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE
AND PUBLICATION SHALL BE RESTRICTED TO THE
A/C
�ICCO�NDITIONING
TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS
STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS
SHALL REMAIN THE PROPERTY OF AMERICAN TOWER
CP
GG
CONCRETE PAD
GROUND COVER
SURVEY PLAN
COMPOUND DETAIL
R/W
RIGHT-OF-WAY
THE LATEST VERSION ON FILE WITH AMERICAN TOWER.
, 4
® INITIAL RELEASE GSH 07/18/18
UTILITY POLE
0
ATC SITE NUMBER:
ERTY
EXISTING ADJ PPROPERTY
0 200' 400'
50' 100,
-
- - - - - - EXISTING EASEMENT
WILSON, NC 27893
�A
- -
- - - - - - EXISTING CHAIN LINK FENCE
EXISTING BARB WIRE FENCE
EXISTING STORM DRAIN LINE
O„- EXISTING OVERHEAD WIRE
- EXISTING GROUND SPACE
SCALE: 1 "=200' 1 1 X 17
1"=100' �22X34�
Know whaVs below. SCALE: 1 "=50' (1 1 X 17)
Call before you dig. 1 "=25' (22X34)
-OW
-
j ,
AMERICAN TOWER °
ATC TOWER SERVICES, INC.
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: [phone]
FAX: [phone]
THESE DRAWINGS AND THE ACCOMPANYING
UR
SPECIFICATION AS INS RMENTS OR SERVICE ARE THE
EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE
AND PUBLICATION SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS
STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS
SHALL REMAIN THE PROPERTY OF AMERICAN TOWER
WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER
THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING
ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTORS) MUST VERIFY ALL DIMENSIONS AND
ADVISE AMER,TOWER OF ANY DISCREPANCIES. ANY
PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
® INITIAL RELEASE GSH 07/18/18
�1 CONTOUR REVISION GSH Q8/02/18
0
ATC SITE NUMBER:
306379
ATC SITE NAME:
FINCH MILL, NC
SITE ADDRESS:
5259 MAMIE ROAD
WILSON, NC 27893
�A
SEAL
L-3729
� waw oma;
D4RRELL jP�
I HEREBY CERTIFY THAT THIS MAP IS CORRECT AND WAS
DRAWN UNDER MY DIRECT SUPERVISION. ANY VISIBLE
ENCROACHMENT'S ARE SHOWN HEREON.
G. DARRELL "
NORTH CAROLINA PROFESSIONAL LAND SURVEYOR #L-3729
POINT TO POINT LAND SURVEYORS, INC.
FIRM LICENSE NUMBER: C-4145
SURVEY BY:
POINT TO POINT •
LAND SURVEYORS
LAN1010 PENNSYLVANIA AVENUE
9z'
MCDONOUGH, GA 30253 _^
(p [phone]
(((F (6784) 565-4497 •'/�
(w� poin topointsurvey.com ,
P2P DRAWING NO: 18-D-288
P2P JOB NO: 183006NC
DRAWN BY: GSH
APPROVED BY: JKL
DATE DRAWN: 07/18/18
ATC JOB NO: 306379
*AS -BUILT SURVEY
SHEET NUMBER:
REVISION:
V-101
1
L
rn
CL
L)

PROJECT SUMMARY
FIELD SURVEY DATE: 07/09/2018
SITE ADDRESS: 5259 MAMIE ROAD, WILSON, NC 27893
PARCEL INFORMATION
OWNER: WIWAM & SHIRLEY FINCH
ADDRESS: 5265 MAMIE ROAD, WILSON, NC 27893
APN: 2782-98-7069.000
TOTAL AREAS:
PARENT PARCEL: 59.27 ACRES (PER TAX ASSESSOR)
LEASE AREA: 0.9333 ACRES t
(:FO(:RAPHIC (:0�1ROIN.�TFS OF TOWFR:
LATffUDE: 35'4452.28 NW(35.747856')
VERTICAL. DATUM: NAVD ^1988 ((COMPUTED USING GEOID 12B)
HORIZONTAL DATUM: NAD83
GROUND ELEVATION: 171.7
*BEARINGS ARE BASED ON GRID NORTH (NC ZONE)
FLOODPLAIN:
PER THE FEMA FLOODPLAIN MAPS, THE SITE IS
LOCATED IN AN AREA DESIGNATED AS ZONE X. COMMUNITY
PANEL NO. : 3720279200K DATED: 04/16/2013
•THIS SPECIFIC PURPOSE EXISTING CONDITIONS AND TOPOGRAPHY PLAN
ZONING INFORMATION
'ALL SITE RESTRICTIONS SHOULD BE VERIFIED WITH THE
PROPER ZONING OFFICIALS.
ADJOINER INFORMATION
NO. PARCEL ID OWNERF N ZONED REFERENCE
1 2792-07-9671.000 LUTHER & MONICA FINCH AR DB 1799 PG 210
2 2792-17-0378.000 WILLIAM & SHIRLEY FINCH AR DB 1027 PG 113
ENCROACHMENT STATEMENT IRE
AT THE TIME OF THE SURVEY, NO VISIBLE ENCROACHMENTS WERE ` 5/8" RB
EVIDENT ONTO OR BEYOND THE LEASE OR EASEMENT AREA, PARENT
PARCEL, OR THE ACCESS AND UTILITY EASEMENT(S).
THE 2' CONTOURS AND SPOT ELEVATIONS SHOWN ON THIS /
SURVEY ARE ADJUSTED TO NAVD 88 DATUM AND HAVE A
VERTICALACCURACY OF 3 1'. CONTOURS OUTSIDE THE
IMMEDIATE SITE AREA ARE APPROXIMATE. WETLANDS
` FAGS E +
�{ I
i
WETLAND I
\ 'F DP -2
PAUL & MARKTOMLINSON ` WETLANDS -1
PIN:
2--19--970,10 N FLAGS D
ZONED, AR `
PB 17 PG 187 4
W
2� i6
A /
N II i6Y �
II �
s
�++— o
MAMIE ROAD (60' R/W) `
PARENT PARCEL
0 1000 2000
SCALE: 1"=1000' (11X17)
1 "=500' (22X34)
CENTER OI
FX/STING TOP
35'44'52.28'
78'01'72.45"
L-rV. 171.7' ,
2 COMPOUND DETAIL
50' 10
SCALE: 1"=50' (11X17)
1 "=25' (22X34)
POB
IPF 5/8" RB
IRE F 0.4' F OM COR.
5/8" RB
POC
POINT OF COMMENCEMENT
SUITE 100
�1I EXISTING ATC
\
< LEASE AREA
J ((AS PROVIDE
`
1 (AS 11111E%
(D 2066 PG 825)
RB
POB: LEASE
\ IPF IPF 5/8" RB
5 RB N=728575.32
IPF 5�8" RB / " 8 E=2290814.76
\
02' FROM COR.
FH
OU
OST. 5/8 FRB
ENCROACHMENT STATEMENT IRE
AT THE TIME OF THE SURVEY, NO VISIBLE ENCROACHMENTS WERE ` 5/8" RB
EVIDENT ONTO OR BEYOND THE LEASE OR EASEMENT AREA, PARENT
PARCEL, OR THE ACCESS AND UTILITY EASEMENT(S).
THE 2' CONTOURS AND SPOT ELEVATIONS SHOWN ON THIS /
SURVEY ARE ADJUSTED TO NAVD 88 DATUM AND HAVE A
VERTICALACCURACY OF 3 1'. CONTOURS OUTSIDE THE
IMMEDIATE SITE AREA ARE APPROXIMATE. WETLANDS
` FAGS E +
�{ I
i
WETLAND I
\ 'F DP -2
PAUL & MARKTOMLINSON ` WETLANDS -1
PIN:
2--19--970,10 N FLAGS D
ZONED, AR `
PB 17 PG 187 4
W
2� i6
A /
N II i6Y �
II �
s
�++— o
MAMIE ROAD (60' R/W) `
PARENT PARCEL
0 1000 2000
SCALE: 1"=1000' (11X17)
1 "=500' (22X34)
CENTER OI
FX/STING TOP
35'44'52.28'
78'01'72.45"
L-rV. 171.7' ,
2 COMPOUND DETAIL
50' 10
SCALE: 1"=50' (11X17)
1 "=25' (22X34)
POB
POINT OF BEGINNING
POC
POINT OF COMMENCEMENT
SUITE 100
IRON PIN SET
IPS
PF
IRON PIN FOUND
CMF
CONCRETE MONUMENT FOUND
RB
REBAR
UP
UTILITY POLE
FH
OU
FIRE HYDRANT
OVERHEAD UTILITY
RCPREINFORCED
CONCRETE PIPE
CMP
CORRUGATED METAL PIPE
HDPE
HIGH DENSITY POLYETHYLENE PIPE
PVC
POLYVINYL CHLORIDE PIPE
GW
GUY WIRE ANCHOR
TR
TRANSFORMER
CLF
N F
CHAIN UNK FENCE
NOW OR FORMERLY
\
ICE BRIDGE
IBP
ICE BRIDGE POLE
A/C
AIR CONDITIONING
TYP
TYPICAL
CP
CONCRETE PAD
GC
R/W
GROUND COVER
RIGHT-OF-WAY
c0,
UTILffY POLE
EXISTING PROPERTY
POINT TO POINT LAND SURVEYORS, INC.
EXISTING ADI. PROPERTY
—
— — — — — - EXISTING EASEMENT
- —
— — — — — - EXISTING CHAIN LINK FENCE
(p [phone]
(((F (6784) 565-4497 •'/�
EXISTING BARB WIRE FENCE
P2P DRAWING NO: 18-D-288
P2P JOB NO: 183006NC
EXISTING STORM DRAIN LINE
—
11-W— Ex STI OVERHEAD WIRE
— EXISTING GROUND SPACE
INV12" CMP:—'
158.03
INV 24" RCP: -
155.82
ORDINARY HIG
WATER MARK
(STREAM A)
S/By S/B. O
,QB Rg WETLANDS
FLAGS F
- `10
GRAVEL
AMERICAN TOWER °
DRIVE
PARENT PARCEL
N/F
SUITE 100
WILLIAM & SHIRLEY FINCH
PHONE: [phone]
PIN: 2782-98-7069.000
THESE DRAWINGS AND OR THE ACCOMPANYING
ZONED. AR
EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE
DB 1121 PG 46
EXISTING 20' ACCESS
USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES
& UTILITY EASEMENT J/1
STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS
SHALL REMAIN THE PROPERTY OF AMERICAN TOWER
WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER
(AS SURVEYED)
ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT.
(D 2066 PG 825)
ADVISE AMER,TOWER OF ANY DISCREPANCIES. ANY
X 166
THE LATEST VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
® INITIAL RELEASE GSH 07/18/18
164
—1s2
ATC SITE NUMBER:
\
ATC SITE NAME:
\ WETLANDS
��" FLAGS C
,GMP: t5
777
INV 24" RCP: -
156.72
WETLAND.
FLAGS A
0
A
gb�p
Zomom
=ryNb
O
�4
h
J
GM P: X580
/INV 12 1JC I
64 FfE I
„ RGP: 157 43 �,�"�
INV 2. RGP:
IN 2.4p{;yr00 HIGH
Rr/�D� iRFR
E 0) BANK I
TOP O M B)
(STR� I I
760 EXISTING 20' ACCESS
162 & UPLITY EASEMENT J(2
.164 A G #3 (AS PROVIDED)
P00: G (DB 2066R PG 86)25)
eJ\�0\ Iw
2
EXISTING20' ACCESS rl
U & UTILITY EASEMENT f/3
(ASS SPURROVVEIDED)
(BAYED)
(D 2066 PG 825)
i
022"
3„ 2r
19' i" I up 12\ I
161
' 14" I c�AVY 1
1 "
17
U
MAMIE ROAD (60' R/W) (PAVED PUBLIC ROAD)
0 200' 400'
SCALE: 1"=200' (11X17)
1"=100' (22X34)
Know what's below.
J,
AMERICAN TOWER °
ATC TOWER SERVICES, INC.
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: [phone]
FAX: [phone]
THESE DRAWINGS AND OR THE ACCOMPANYING
SPECIFICATION AS INS RUMENTS OR SERVICE ARE THE
EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE
AND PUBLICATION SHALL BE RESTRICTED TO THE
ORIGINAL SITE FOR WHICH THEY ARE PREPARED. ANY
USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES
TO AMERICAN TOWER OR THE SPECIFIED CARRIER IS
STRICTLY PROHIBITED. TITLE TO THESE DOCUMENTS
SHALL REMAIN THE PROPERTY OF AMERICAN TOWER
WHETHER OR NOT THE PROJECT IS EXECUTED. NEITHER
THE ARCHITECT NOR THE ENGINEER WILL BE PROVIDING
ON-SITE CONSTRUCTION REVIEW OF THIS PROJECT.
CONTRACTORS) MUST VERIFY ALL DIMENSIONS AND
ADVISE AMER,TOWER OF ANY DISCREPANCIES. ANY
PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY
THE LATEST VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
® INITIAL RELEASE GSH 07/18/18
�1 CONTOUR REVISION GSH Q8/02/18
ATC SITE NUMBER:
306379
ATC SITE NAME:
FINCH MILL, NC
SITE ADDRESS:
5259 MAMIE ROAD
WILSON, NC 27893
,
SARa�i
SEAL
L-3729
OgRRELL 1P�
I HEREBY CERTIFY THAT THIS MAP IS CORRECT AND WAS
DRAWN UNDER MY DIRECT SUPERVISION. ANY VISIBLE
ENCROACHMENT'S ARE SHOWN HEREON.
G. DARRELL "
NORTH CAROLINA PROFESSIONAL LAND SURVEYOR #L-3729
POINT TO POINT LAND SURVEYORS, INC.
FIRM LICENSE NUMBER: C-4145
SURVEY BY:
POINT TO POINT •
LAND SURVEYORS
LAN1010 PENNSYLVANIA AVENUE
9z'
MCDONOUGH, GA 30253 _
(p [phone]
(((F (6784) 565-4497 •'/�
(w� poin topointsurvey.com ,
P2P DRAWING NO: 18-D-288
P2P JOB NO: 183006NC
DRAWN BY: GSH
APPROVED BY: JKL
DATE DRAWN: 07/18/18
ATC JOB NO: 306379
*EXISTING CONDITIONS
& TOPOGRAPHY PLAN
SHEET NUMBER:
REVISION:
V-102
1
Q
C
J

CONSTRUCTION NOTES:
1. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK
SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END
OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED
IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED,
SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM
SEWER, OR SURFACE WATER.
2. NOTIFY ATC CONSTRUCTION MANAGER AT LEAST 7 DAYS PRIOR
TO STARTING ANY EARTH DISTURBANCE ACTIVITIES.
3. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE
ACTIVITIES, THE ONE CALL SYSTEM, INC. SHALL BE NOTIFIED.
CONSTRUCTION SEQUENCE:
1. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN
ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN
DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE
APPROVED IN WRITING FROM AMERICAN TOWER PRIOR TO
IMPLEMENTATION.
2. BEGIN ROAD REPAIR AND BULK GRADING.
2.1. CONTRACTOR TO BLADE EXISTING ROAD TO MATCH CROSS
SLOPE AS INDICATED ON THE DETAILS. CAPTURE AND
RE -USE EXISTING STONE WHERE FEASIBLE.
3. CONSTRUCT ACCESS ROAD
3.1. INSTALL SURFACE COARSE TO MATCH DEPTH AND CROSS
SLOPES AS INDICATED ON THE DETAIL
3.2. APPLY SHOTCRETE ON SLOPES OF NEW ROAD
3.3. COMPACTION SHALL BE WITH SHEEPSFOOT ROLLER OR
RUBBER TIRED ROLLERS WEIGHING AT LEAST EIGHT TONS
FOR BASE COURSE AND SMOOTH DRUM VIBRATOR ROLLERS
FOR SURFACE COURSE/FINISH GRADE PER ATC
SPECIFICATIONS.
4. PERMANENTLY SEED AND STABILIZE ALL DISTURBED AREAS.
4.1. FINAL SEEDING WILL BE APPLIED IN ACCORDANCE WITH THE
AMERICAN TOWER CORPORATION MASTER SPECIFICATION.
4.2.
CIVIL LEGEND
—wm— PROPOSED CULVERT
—SOD SOD— PROPOSED LOD
i
1
1
I
rT r 1
_ � 1
I
1
` 1
`a� I
1
� _ 1
I
1
SEE C/1-102
je-
Oer
• a��.= �. art.- i . w •1•'..' :'
v .
ono
OVERALL SITE PLAN
0200' 400' N
SCALE:1"=200'(11X17)
1"=100'(22X34)
�ar
SURVEYLEGEND
— - - — - - —
EXISTING PROPERTY
— - - — - - —
EXISTING ADJ. PROPERTY
PHONE: [phone]
EXISTING EASEMENT
— —XXX— —
EXISTING CONTOUR (MAJOR)
- - -XXX- - -
EXISTING CONTOUR (MINOR)
EXISTING TREELINE
*
EXISTING CHAINLINK FENCE
306379
EXISTING BUILDING
FINCH MILL
EXISTING STORM DRAIN
5259 MAMIE ROAD
EXISTING ROAD (DIRT)
SEAL: i f 11I///
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CAR04
EXISTING ROAD (STONE)
a���•44;$Slp�'tq i
EXISTING ROAD (PAVED)
SEAL ;
EXISTING CONCRETE
r �
EXISTING LEASE AREA
wwM
EXISTING OBSERVED HIGH WATER MARK
APPROVED BY: KRF
EXISTING STREAM
w� w
EXISTING WETLAND
i
1
1
I
rT r 1
_ � 1
I
1
` 1
`a� I
1
� _ 1
I
1
SEE C/1-102
je-
Oer
• a��.= �. art.- i . w •1•'..' :'
v .
ono
OVERALL SITE PLAN
0200' 400' N
SCALE:1"=200'(11X17)
1"=100'(22X34)
�ar
n
AMERICAN TOWER®
A.T. ENGINEERING SERVICE, PLLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: [phone]
COA: P-1177
THESE DRAWINGS AND/OR THE ACCOMPANYING
SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE
EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND
PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE
FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR
THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO
THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF
AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL
BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS
PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND
ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST
VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
0 FOR CONSTRUCTION NRP 08/08/19
ATC SITE NUMBER:
306379
ATC SITE NAME:
FINCH MILL
SITE ADDRESS:
5259 MAMIE ROAD
WILSON, NC 27893
SEAL: i f 11I///
,00l
CAR04
a���•44;$Slp�'tq i
9�
SEAL ;
0008
r �
thorized by "EOR"
g920193:50PM C0Si
DRAWN BY: KTL
APPROVED BY: KRF
DATE DRAWN: 08/08/19
ATC JOB NO: 12601314
OVERALL SITE PLAN
SHEET NUMBER:
REVISION:
C-101
0
n

=0
i
I
I I
/ I
I
/ I
J I
� i I
EXISTING 20'
I ACCESS &
I UTILITY
EASEMENT
I RIPARIAN BUFFER ZONE 2 II I
I I
I
I I
I
I 200+P0
SII �
WETLAND DISTURBANCE TABLE
ITEM
I
Area of Wetland Disturbance (AC)
0.002
Soil Mass Removed (CY)
0.000
Permanent Fill in Wetlands (CY)
0.001
Temporary Wetland Fill (CY)
0.000
.EXISTING
i
'i
INSTALL ROCK OUTLET
ACCESS
I
PROTECTION
ATC SITE NAME:
ROAD
D
60.50
/
OPOP09LD WETLAND
DISTURBANCE
5
a�
'
ELEV
160.55
759 \v
0008
p 158
�may%—
o
100+
DRAWN BY: KTL
—
i
I
I I
/ I
I
/ I
J I
� i I
EXISTING 20'
I ACCESS &
I UTILITY
EASEMENT
I RIPARIAN BUFFER ZONE 2 II I
I I
I
I I
I
I 200+P0
SII �
WETLAND DISTURBANCE TABLE
ITEM
TOTAL
Area of Wetland Disturbance (AC)
0.002
Soil Mass Removed (CY)
0.000
Permanent Fill in Wetlands (CY)
0.001
Temporary Wetland Fill (CY)
0.000
I
I
EXISTING 12 " CMP `CULVERT 1
TO BE REPLACED W/ 20 LF OF 18"
HDPE @ 1% SLOPE
I INSTALL ROCK OUTLET
1 ^
PROTECTION
(SEE 1/C-103 FOR PROFILE)
I I I INV UP: 158.08' 2 3
l i t NV DN: 158.03' C-501 C-501
I�
I�
I
o' li 2008
1 / —
e�
co 'xj
RIPARIAN BUFFER ZONE 2
T I[/�L 1 I i I I RIPARIAN BUFFER ZONE 1
STREAM DISTURBANCE TABLE
ITEM
TOTAL
Stream Disturbance (LF)
I I,,IIII
EXI1111
STING 2" CMP CULVERT 2
142.0
I Y
11T0 BE REPLACED W/ 20 LF OF 18"
Riparian Buffer Zone 1 Disturbance (SF)
i
HDPE @ 1% SLOPE
395.0
'i
INSTALL ROCK OUTLET
160.06
ATC SITE NUMBER:
PROTECTION
ATC SITE NAME:
FINCH MILL
(SEE 2/C-103 FOR PROFILE)
60.50
LINV
UP: 157.77' 2 3
,o
CAR04
a�
INV DN: 157.59'
C-501 C-501
ELEV
160.55
759 \v
I
I
EXISTING 12 " CMP `CULVERT 1
TO BE REPLACED W/ 20 LF OF 18"
HDPE @ 1% SLOPE
I INSTALL ROCK OUTLET
1 ^
PROTECTION
(SEE 1/C-103 FOR PROFILE)
I I I INV UP: 158.08' 2 3
l i t NV DN: 158.03' C-501 C-501
I�
I�
I
o' li 2008
1 / —
e�
co 'xj
RIPARIAN BUFFER ZONE 2
T I[/�L 1 I i I I RIPARIAN BUFFER ZONE 1
STREAM DISTURBANCE TABLE
ITEM
TOTAL
Stream Disturbance (LF)
30.0
Impacts Below OHWM (SF)
142.0
Soil Removed Below OHWM (CY)
0.2
Riparian Buffer Zone 1 Disturbance (SF)
1705.0
Riparian Buffer Zone 2 Disturbance (SF)
395.0
Temporary Stream Fill (CY)
3.0
' t
AMERICAN TOWER®
RIPARIAN�/a \ I
1
BUFFER
POSED GRADE
1
ZONE 1 a y
EXISTING (2) 24" RCP CULVERTS ii \
ROPOSED R PAIR 1
,11 STA 5+19 TO 6+75
INV. IN: 158.03', 156.72' J
\
I
\
INV. OUT: 157.64, 157.43°
6+05.37
49" X
TO BE REMOVED AND REPLACED
160.06
ATC SITE NUMBER:
WITH A 49" X 33" X 20' PIPE ARCH @ 1%
ATC SITE NAME:
FINCH MILL
INV. IN: 156.9' i
INV. OUT: 156.6'
60.50
m �� ILIZE BKNKS W)iH
V IV
,o
CAR04
R-5 RIP RAP
5
4�SS10,'t'q i
ELEV
160.55
759 \v
0008
p 158
OUT: 156.6'
o
100+
DRAWN BY: KTL
APPROVED BY: KRF
DATE DRAWN: 08/08/19
ATC JOB NO: 1 12601314
SITE PLAN
TEMPORARY PUMP LINE & IJ
REVISION:
SANDBAGS L
EXISTING
I STREAM \ \
EXISTING
1
\
PROPOSED ACCESS GATE
A= 6+66.67
RIPARIAN
RIPARIAN,
BUFFER"
ZONE1
BUFFER /
ZONE 1
SITE PLAN
I
0 20'
40' N
SCALE: 1"=20' (11X17)
= 160.20
1"=10'(22X34)
160
156
w
GRADE BREAK STA = 5+19.00
ELEV = 160.10
161
160
159
158
157
156
161
160
159
158
157
156
100+00 100+20 100+40 100+60 100+80 101+00
(PAnF RRFAK CTA - F+an nn
QSTREAM CROSS SECTION
40' N
SCALE: 1"=2'(1 1X17) VERT. 1"=20' (11X17) HORIZ.
1"=1' (22X34) VERT. 1"=10' (22X34) HORIZ.
(-RAnF RRFAK CTA - R+7d Al
AMERICAN TOWER®
A.T. ENGINEERING SERVICE, PLLC
GRADE
PR
POSED GRADE
ELEV = 16C.50
COA: P-1177
THESE DRAWINGS AND/OR THE ACCOMPANYING
SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE
EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND
PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE
FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR
THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO
THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF
AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL
BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS
PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND
ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST
VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
GRADE I
qs
I °s
6+05.37
49" X
33" X 20�ARCH
160.06
ATC SITE NUMBER:
306379
ATC SITE NAME:
FINCH MILL
ELEV =
60.50
INV.
IN: 156.9'
,o
CAR04
4�SS10,'t'q i
ELEV
160.55
SEAL ;
0008
NV,
OUT: 156.6'
g920193:50PM COSH C.
DRAWN BY: KTL
APPROVED BY: KRF
DATE DRAWN: 08/08/19
ATC JOB NO: 1 12601314
SITE PLAN
SHEET NUMBER:
REVISION:
C-102
0
EXISTING
GRAD
BREAK S1
A= 6+66.67
GRADE
I
I
ELEV
= 160.20
2.35 M
N
0.11
\
-0.57%
1
677
°s
°s
161
160
159
158
157
156
100+00 100+20 100+40 100+60 100+80 101+00
(PAnF RRFAK CTA - F+an nn
QSTREAM CROSS SECTION
40' N
SCALE: 1"=2'(1 1X17) VERT. 1"=20' (11X17) HORIZ.
1"=1' (22X34) VERT. 1"=10' (22X34) HORIZ.
(-RAnF RRFAK CTA - R+7d Al
160 1
5+10
5+10 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80
3 ROAD PROFILE
0 20' 40' N
SCALE: 1"=2'(1 1X17) VERT. 1"=20' (11X17) HORIZ.
1"=1' (22X34) VERT. 1"=10' (22X34) HORIZ.
AMERICAN TOWER®
A.T. ENGINEERING SERVICE, PLLC
GRADE
REAK STA
5+36.00
ELEV = 16C.50
COA: P-1177
THESE DRAWINGS AND/OR THE ACCOMPANYING
SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE
EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND
PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE
FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR
THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO
THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF
AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL
BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS
PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND
ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST
VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
GRADE I
IREAK STA
6+05.37
ELE)f–
160.06
ATC SITE NUMBER:
306379
ATC SITE NAME:
FINCH MILL
ELEV =
60.50
WILSON, NC 27893
SEAL:
W li 1 1 1 I/ //
,o
CAR04
4�SS10,'t'q i
ELEV
160.55
SEAL ;
0008
r �
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�ttR�\
A.l�,,
thorized by "EOR"
g920193:50PM COSH C.
DRAWN BY: KTL
APPROVED BY: KRF
DATE DRAWN: 08/08/19
ATC JOB NO: 1 12601314
SITE PLAN
SHEET NUMBER:
REVISION:
C-102
0
GRAD
BREAK S1
A= 6+66.67
ELEV
= 160.20
2.35 M
° \
0.0
0.11
-0.57%
1
677
/
o�N
I
EXISTING
12'
CMP CULVERT
TO
BE REPLACED
W/ 20 LF
OF 18" HDPE
w
a w
a w
a w
a w
a w
a w
a w
a w
o
coo
o r
o �- coo
m
o r
o
m
o N
m
r
m
o r
m
v o ro
m
rn
m
N o 0
m
160 1
5+10
5+10 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80
3 ROAD PROFILE
0 20' 40' N
SCALE: 1"=2'(1 1X17) VERT. 1"=20' (11X17) HORIZ.
1"=1' (22X34) VERT. 1"=10' (22X34) HORIZ.
n
AMERICAN TOWER®
A.T. ENGINEERING SERVICE, PLLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: [phone]
COA: P-1177
THESE DRAWINGS AND/OR THE ACCOMPANYING
SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE
EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND
PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE
FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR
THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO
THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF
AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL
BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS
PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND
ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST
VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
00 FOR CONSTRUCTION NRP 08/08/19
ATC SITE NUMBER:
306379
ATC SITE NAME:
FINCH MILL
SITE ADDRESS:
5259 MAMIE ROAD
WILSON, NC 27893
SEAL:
W li 1 1 1 I/ //
,o
CAR04
4�SS10,'t'q i
9�
SEAL ;
0008
r �
%
�ttR�\
A.l�,,
thorized by "EOR"
g920193:50PM COSH C.
DRAWN BY: KTL
APPROVED BY: KRF
DATE DRAWN: 08/08/19
ATC JOB NO: 1 12601314
SITE PLAN
SHEET NUMBER:
REVISION:
C-102
0
n

WETLAND DISTURBANCE TABLE
ITEM
TOTAL
Area of Wetland Disturbance (AC)
0.0
Soil Mass Removed (CY)
0.0
Permanent Fill in Wetlands (CY)
0.0
Temporary Wetland Fill (CY)
0.0
Riparian Buffer Zone 1 Disturbance
(SF)
0.0
Riparian Buffer Zone 2 Disturbance
(SF)
130.0
ATC SITE NUMBER:
306379
ATC SITE NAME:
FINCH MILL
SITE ADDRESS:
5259 MAMIE ROAD
WILSON, INC 27893
/
,,1'SlI111I///
9�
SEAL ;
EXISTING
GRADE
thorized by "EOR"
g920193:50PM C0Si c.
DRAWN BY: KTL
\
DATE DRAWN: 08/08/19
ATC JOB NO: 12601314
SITE PLAN
SHEET NUMBER:
EXISTING
C-103
0
GRADE
W
in
w
rn
W
r
W
ao
w
rn
W
ao
w
ao
w
ao
w
v
W
EXISTING
PROPOSED GRADE
WETLAND
EXISTING
BOUNDARY
WETLAND
EXISTING
BOUNDARY
PROPOSED
GRADE WETLAND
BOUNDARY
161
161
161
161
160
160
160
160
159
159
159
159
158
158
158
158
157
157
157
157
156
W
156
156
W
156
200+00
200+20
200+40 200+60 200+80
201+00
300+00
300+20
300+40 00+60 300+80
301+00
EXISTING 12" CMP CULVERT 1
EXISTING 12" CMP CULVERT 2
TO BE REPLACED W/ 20 LF OF 18"
TO BE REPLACED W/ 20 LF OF 18"
HDPE @ 1% SLOPE
HDPE @ 1% SLOPE
INSTALL ROCK OUTLET
INSTALL ROCK OUTLET
PROTECTION
PROTECTION
(SEE 1/C-103 FOR PROFILE)
(SEE 2/C-103 FOR PROFILE)
INV UP: 158.08'
INV UP: 157.77'
N:
INV D 158.03'
INV D 157.59'
N:
CULVERT 1 CROSS SECTION
CULVERT 2 CROSS SECTION
1
2
0 20' 40'
0 20' 40'
SCALE: 1"=2'(1 1X17) VERT. 1"=20' (11X17) HORIZ.
SCALE: 1"=2'(1 1X17) VERT. 1"=20' (11X17) HORIZ.
1"=1' (22X34) VERT. 1"=10' (22X34) HORIZ.
1"=1' (22X34) VERT. 1"=10' (22X34) HORIZ.
WETLAND DISTURBANCE TABLE
ITEM
TOTAL
Area of Wetland Disturbance (AC)
0.0
Soil Mass Removed (CY)
0.0
Permanent Fill in Wetlands (CY)
0.0
Temporary Wetland Fill (CY)
0.0
Riparian Buffer Zone 1 Disturbance
(SF)
0.0
Riparian Buffer Zone 2 Disturbance
(SF)
130.0
WETLAND DISTURBANCE TABLE
ITEM
TOTAL
Area of Wetland Disturbance (AC)
0.002
Soil Mass Removed (CY)
0.000
Permanent Fill in Wetlands (CY)
0.003
Temporary Wetland Fill (CY)
0.000
Riparian Buffer Zone 1 Disturbance
(SF)
0.000
Riparian Buffer Zone 2 Disturbance
(SF)
0.000
ATC SITE NUMBER:
306379
ATC SITE NAME:
FINCH MILL
SITE ADDRESS:
5259 MAMIE ROAD
WILSON, INC 27893
/
,,1'SlI111I///
9�
SEAL ;
EXISTING
GRADE
thorized by "EOR"
g920193:50PM C0Si c.
DRAWN BY: KTL
\
DATE DRAWN: 08/08/19
ATC JOB NO: 12601314
SITE PLAN
SHEET NUMBER:
EXISTING
C-103
0
GRADE
W
in
w
rn
W
r
W
ao
w
rn
W
ao
w
ao
w
ao
w
v
W
WETLAND DISTURBANCE TABLE
ITEM
TOTAL
Area of Wetland Disturbance (AC)
0.002
Soil Mass Removed (CY)
0.000
Permanent Fill in Wetlands (CY)
0.003
Temporary Wetland Fill (CY)
0.000
Riparian Buffer Zone 1 Disturbance
(SF)
0.000
Riparian Buffer Zone 2 Disturbance
(SF)
0.000
AMERICAN TOWER®
A.T. ENGINEERING SERVICE, PLLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: [phone]
COA: P-1177
THESE DRAWINGS AND/OR THE ACCOMPANYING
SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE
EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND
PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE
FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR
THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO
THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF
AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS
PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND
ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST
VERSION ON FILE WITH AMERICAN TOWER.
EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILAo L
REV. DESCRIPTION BY DATE
FOR CONSTRUCTION NRP 08/08/19
0
ATC SITE NUMBER:
306379
ATC SITE NAME:
FINCH MILL
SITE ADDRESS:
5259 MAMIE ROAD
WILSON, INC 27893
SEAL:
,,1'SlI111I///
9�
SEAL ;
EXISTING
GRADE
thorized by "EOR"
g920193:50PM C0Si c.
DRAWN BY: KTL
APPROVED BY: KRF
DATE DRAWN: 08/08/19
ATC JOB NO: 12601314
SITE PLAN
SHEET NUMBER:
REVISION:
C-103
0
W
in
w
rn
W
r
W
ao
w
rn
AMERICAN TOWER®
A.T. ENGINEERING SERVICE, PLLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: [phone]
COA: P-1177
THESE DRAWINGS AND/OR THE ACCOMPANYING
SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE
EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND
PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE
FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR
THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO
THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF
AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS
PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND
ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST
VERSION ON FILE WITH AMERICAN TOWER.
EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILAo L
REV. DESCRIPTION BY DATE
FOR CONSTRUCTION NRP 08/08/19
0
ATC SITE NUMBER:
306379
ATC SITE NAME:
FINCH MILL
SITE ADDRESS:
5259 MAMIE ROAD
WILSON, INC 27893
SEAL:
,,1'SlI111I///
9�
SEAL ;
r
WtS"�
thorized by "EOR"
g920193:50PM C0Si c.
DRAWN BY: KTL
APPROVED BY: KRF
DATE DRAWN: 08/08/19
ATC JOB NO: 12601314
SITE PLAN
SHEET NUMBER:
REVISION:
C-103
0

STA 5+00
1 ACCESS GATE LOOKING NORTHWEST
STA 5+50
4 CULVERT CROSSING LOOKING SOUTHWEST
STA 5+25
2 ACCESS ROAD LOOKING NORTHWEST
STA 5+50
5 CULVERT CROSSING LOOKING SOUTHEAST
STA 5+50
3 CULVERT CROSSING LOOKING NORTHWEST
STA 9+00
6 ACCESS ROAD LOOKING SOUTHEAST
I
AMERICAN TOWER®
A.T. ENGINEERING SERVICE, PLLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: [phone]
COA: P-1177
THESE DRAWINGS AND/OR THE ACCOMPANYING
SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE
EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USEAND
PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE
FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR
THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO
THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF
AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL
BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS
PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND
ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST
VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
00 FOR CONSTRUCTION NRP 08/08/19
0
0
ATC SITE NUMBER:
306379
ATC SITE NAME:
FINCH MILL
SITE ADDRESS:
5259 MAMIE ROAD
WILSON, NC 27893
SEAL:
C A R o�
4�5 310`
; a
���1►11111►��\
uthorized by "EOR"
ug 9 2019 3:50 PM Cosi
DRAWN BY: KTL
APPROVED BY: KRF
DATE DRAWN: 08/08/19
ATC JOB NO: 12601314
PICTURES
SHEET NUMBER:
REVISION:
C-104
0
I

EXISTING
GRADE
GEOSYNTHETIC (SEE NOTE 6)
EXISTING SUB -GRADE
(REMOVE LOOSE AND UNSUITABLE
MATERIAL. COMPACT AND ROLL
PRIOR TO PLACING BASE COARSE)
D..D O. PER SITE PLAN EXISTIM
:._ . :y 1
SURFACE COARSE: --
6" DEPTH OF FULLY GRADED CRUSHED 1" STONE
MIXED WITH SOME SAND AND FINES FOR
COMPACTION (SEE NOTE 6).
BASE COARSE: ------
COMPACTED SUITABLE FILL MATERIAL (ROLL AND
COMPACT)(DEPTH VARIES, SEE ROAD PROFILE)
NOTES:
1. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL. NO DELETERIOUS MATERIALS OR ORGANICS TO
BE USED.
2. TYPICAL ACCESS ROAD COMPACTION SHALL BE WITH SHEEPSFOOT ROLLER OR RUBBER TIRED
ROLLERS WEIGHING AT LEAST EIGHT TONS FOR BASE COURSE AND SMOOTH DRUM VIBRATOR
ROLLERS FOR SURFACE COURSE/FINISH GRADE.
3. REMOVE ALL TOPSOIL AND ORGANICS BEFORE COMMENCING ACCESS ROAD FOR A MIN. DEPTH OF 611.
4. THE PREFERRED CUT AND FILL SLOPE IS 2:1, HOWEVER THE ENGINEER OF RECORD MAY REVISE THE
CUT SLOPE TO 1:1 OR 1.5:1 IF CUT SLOPE IS ROCK OR WELL CEMENTED SOIL AND THE FILL SLOPE TO
3:1 OR GREATER IF THE FILL SLOPE IS POOR SOILS AND PRONE TO LANDSLIDES OR SEVERE EROSION.
5. REFER TO SIEVE ANALYSIS IN ATC SPECIFICATIONS SECTION 312000 PART 2.1 SOIL MATERIALS FOR
APPROVED GRADATION. COMMON REFERENCED NAMES ARE CRUSHER RUN, ABC, 2A, 2RC.
6. GEOSYNTHETIC: APPROVED PRODUCTS ARE US FABRICS: US 315 AND TENCATE: 160N. CONTRACTOR
MAY SUBMIT DESIGN ALTERNATIVE AS OUTLINED IN THE AMERICAN TOWER MASTER SPECS.
AMERICAN TOWER MASTER SPECIFICATION:
1. DIVISION 31 EARTHWORK SECTION 0312000 FOR ACCESS ROADS AND EARTH WORK
2. DIVISION 31 EARTHWORK SECTION 0312500 FOR EROSION AND SEDIMENT CONTROLS
STA 5+19 - 6+75
ACCESS ROAD REPAIR
SCALE: NOT TO SCALE
STREAM
BOTTOM
EXISTING STREAM
TOP OF BANK
SF 10 FT.
MIN. I I
PUMP
TRENCH
SPOILS
SANDBAGS(TYP.)
EXISTING ROAD
EXISTING CULVERT
(TO BE REMOVED
AFTER SANDBAGS
AND PUMP ARE
OPERATIONAL)
STREAM SANDBAG AND PUMP BYPASS DETAIL
4 SCALE: NOT TO SCALE
ROADWAY
(SEE ROAD CROSS
SECTION DETAIL)
VARIES VARIES
(MIN. 17') 5' (MIN. 17')
Mp0(. 14% MAX. 14%
------ - - - ----- ---
SURFACE COARSE: CULVERT @ 1% EXISTING
(SEE ROAD CROSS SLOPE GRADE
SECTION DETAIL)
COMPACTED SUB -GRADE
NOTES:
1. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL. NO DELETERIOUS MATERIALS OR ORGANICS
TO BE USED.
2. REMOVE ALL TOP SOIL AND ORGANICS BEFORE COMMENCING ACCESS ROAD ORA MINIMUM DEPTH
OF 6".
3. CUT AND FILL SLOPES SHALL BE STABILIZED IMMEDIATELY UPON COMPLETION OF ROADWAY
GRADING. THESE AREAS SHALL BE BLANKETED WHEREVER THEY ARE LOCATED WITHIN 50 FEET OF
A SURFACE WATER OR WHERE A SUITABLE VEGETATIVE AREA DOES NOT EXIST.
4. ROADSIDE DITCHES SHALL BE PROVIDED WITH ADEQUATE PROTECTIVE LINING OR RIP -RAP
WHEREVER RUNOFF CANNOT SHEET FLOW AWAY FROM THE ROADWAY.
5. ADEQUATELY SIZED CULVERTS OR OTHER SUITABLE CROSS DRAINS SHALL BE PROVIDED AT ALL
SEEPS, SPRINGS, AND DRAINAGE COURSES.
AMERICAN TOWER MASTER SPECIFICATION:
1. DIVISION 31 EARTHWORK SECTION 0312000 FOR ACCESS ROADS AND EARTH WORK
2. DIVISION 31 EARTHWORK SECTION 0312500 FOR EROSION AND SEDIMENT CONTROLS
CULVERT INSTALLATION AT FLAT AREAS
L SCALE: NOT TO SCALE
Al
FLOW --:
CULVERT
PLAN VIEW
NOTES:
1. REMOVE TOPSOIL AND PLACE
GEOTEXTILE FABRIC PRIOR TO
PLACING STONE.
1.1. GEOTEXTILE: APPROVED
PRODUCTS ARE US FABRICS: US
160NW AND TENCATE: MIRAFI
160N. CONTRACTOR MAY
SUBMIT DESIGN ALTERNATIVE
AS OUTLINED IN THE AMERICAN
Q TOWER MASTER
SPECIFICATIONS.
a
x 2. ALL APRONS SHALL BE
CONSTRUCTED TO THE
DIMENSIONS SHOWN. TERMINAL
WIDTHS SHALL BE ADJUSTED AS
NECESSARY TO MATCH
RECEIVING CHANNELS.
NO RIP -RAP TO BE 3
HIGHER THAN OUTFALL
ELEVATION OF PIPE
0% GRADE
GEOTEXTILE
SECTION A -A
50
� z
EXTEND RIPRAP ON BACK SIDE OF
APRON TO AT LEAST 1/2 DEPTH OF
PIPE ON BOTH SIDES TO PREVENT
SCOUR AROUND THE PIPE.
AMERICAN TOWER MASTER SPECS:
DIVISION 31 EARTHWORK SECTION
0312500 FOR EROSION AND
SEDIMENT CONTROLS
- EXISTING
GRADE
RIP RAP OUTLET PROTECTION
` SCALE: NOT TO SCALE
RIPRAP
APRON
PIPE
DIA
SUITE 100
THICK.
LENGTH
INITIAL
TERMINAL
Pd
SIZE
Rt
Al
WIDTH
WIDTH
(IN)
R-_
(IN)
(FT)
AFT) iw
FT)
5259 MAMIE ROAD
WILSON, NC 27893
SEAL:
o l i f 1 1 I/ //
,,
CAR04
18
3
18
8
4.5
12.5
RIP RAP OUTLET PROTECTION
` SCALE: NOT TO SCALE
In
AMERICAN TOWER®
A.T. ENGINEERING SERVICE, PLLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: [phone]
COA: P-1177
TH ESE DRAWINGS AND/OR THE ACCOMPANYING
SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE
EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND
PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE
FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR
THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO
THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF
AMERICAN TOWER WHETHER OR NOTTHE PROJECT IS
EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL
BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS
PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND
ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF TH IS DRAWING IS SUPERSEDED BY THE LATEST
VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
00 FOR CONSTRUCTION NRP 08/08/19
L
0
ATC SITE NUMBER:
306379
ATC SITE NAME:
FINCH MILL
SITE ADDRESS:
5259 MAMIE ROAD
WILSON, NC 27893
SEAL:
o l i f 1 1 I/ //
,,
CAR04
9�
SEAL ;
0008
r
R. P SIS
thorized by "EOR"
g920193:50PM C0Si c.
DRAWN BY: KTL
APPROVED BY: KRF
DATE DRAWN: 08/08/19
ATC JOB NO: 12601314
CONSTRUCTION
DETAILS
SHEET NUMBER:
REVISION:
C-501
0
In

i
WELDED CAP
PLATE
16-0" (MAXIMUM GATE WIDTH)
A.T. ENGINEERING SERVICE, PLLC
INSTALL GALVANIZING STITCH WELD THIS AREA TO
SUITE 100
MULTI -TENANT LOCK
ASSEMBLY (BY CONTRACTOR)
VENT HOLE PREVENT TUBING FROM BENDING
SET POST IN 12"(d
\/ / /
/ ' THE SUPPORT POSTS.
(WELD SMALL SECTIONS AT A
INSTALL GALVANIZING
RETE
TIME). CLAMP STEEL TO TABLE
VENT HOLE INSIDE
DURING WELDING.
OF JOINT
3. CONTRACTOR TO INSTALL ATC SIGNAGE TO THE NEWLY INSTALLED ACCESS
FINCH MILL
GATE. SIGNAGE TO BE INSTALLED USING GALVANIZED METAL SCREWS IN 4
NO
VERTICAL GATE SUPPORT
SEAL:
o l i f 1 1 I/ //
LSPASSING
6" STANDARD
GATE POST
HORIZONTAL GATE ARM
GALVANIZED PIPE
5" STANDARD
3" STANDARD GALVANIZED PIPE
r
GALVANIZED PIPE
g 9 2019 3:51 PM C0Si c.
DRAWN BY: KTL
PROVIDE AND INSTALL
DIAGONAL GATE SUPPORT
ATC JOB NO: 12601314
REFLECTIVE TAPE ON
3" OD SCH. 40 GALVANIZED PIPE
SHEET NUMBER:
BOTH SIDES OF THE
INSTALL
GALVANIZING
GATE AND POSTS
PROVIDE AND INSTALL
VENT HOLE
"NO TRESPASSING" SIGN
1" CROWN FOR
GATEPOST 5" STANDARD �
DRAINAGE
GALVANIZED PIPE
i
WELDED CAP
PLATE
AMERICAN TOWER®
A.T. ENGINEERING SERVICE, PLLC
3500 REGENCY PARKWAY
SUITE 100
NOTES:
PHONE: [phone]
1. PANELS TO BE 4'x8' GALVANIZED TUBULAR STEEL 2" OD x 16 GAUGE HIGH
TENSILE WELDED STEEL. HEAVY DUTY MOUNT HARDWARE TO BE WELDED TO
SET POST IN 12"(d
\/ / /
/ ' THE SUPPORT POSTS.
ILLED
HOLE FWITH
RETE
2. 4" OD x 8' LONG SCH. 40 STEEL INSTALLED 36" BELOW EXISTING GRADE
(BY CONTRACTOR) CONCRETE TO 1" ABOVE EXISTING GRADE AT POST BASE AND TAPER. FILL
POST COMPLETELY WITH CONCRETE CAP.
306379
3. CONTRACTOR TO INSTALL ATC SIGNAGE TO THE NEWLY INSTALLED ACCESS
FINCH MILL
GATE. SIGNAGE TO BE INSTALLED USING GALVANIZED METAL SCREWS IN 4
5259 MAMIE ROAD
PLACES. NO PLASTIC WIRE TIES SHALL BE USED.
SEAL:
o l i f 1 1 I/ //
4. STYMIE SECURITY LOCK: STANDARD GALVANIZED 2" LOCK SYSTEM WELDED
TO GATE CROSS SUPPORTS 4-2" SLEEVES WITH SLOTTED HASPS.
ENTRANCE GATE DETAIL
SEAL ;
0
r
SCALE: NOT TO SCALE
i
WELDED CAP
PLATE
AMERICAN TOWER®
A.T. ENGINEERING SERVICE, PLLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: [phone]
COA: P-1177
TH ESE DRAWINGS AND/OR THE ACCOMPANYING
SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE
EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND
PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE
FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR
THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO
THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF
AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL
BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS
PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND
ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST
VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
A FOR CONSTRUCTION NRP 08/08/19
A
ATC SITE NUMBER:
306379
ATC SITE NAME:
FINCH MILL
SITE ADDRESS:
5259 MAMIE ROAD
WILSON, NC 27893
SEAL:
o l i f 1 1 I/ //
,,
CAR04
9�
SEAL ;
0008
r
thorized by "EOR"
g 9 2019 3:51 PM C0Si c.
DRAWN BY: KTL
APPROVED BY: KRF
DATE DRAWN: 08/08/19
ATC JOB NO: 12601314
CONSTRUCTION
DETAILS
SHEET NUMBER:
REVISION:
C-502
0

CAP EX INSPECTION NOTES
SPECIAL INSPECTOR
GENERAL CONTRACTOR
THE SPECIAL INSPECTION (SI) PROCEDURE IS INTENDED TO CONFIRM THAT CONSTRUCTION AND
THE SPECIAL INSPECTOR IS REQUIRED TO CONTACT THE GENERAL CONTRACTOR AS SOON AS RECEIVING A
THE GENERAL CONTRACTOR IS REQUIRED TO CONTACT THE SI INSPECTOR AS SOON AS RECEIVING A
INSTALLATION MEETS ENGINEERING DESIGN, ATC PROCEDURES AND ATC STANDARD
PO FROM ATC. UPON RECEIVING A PO FROM ATC THE SPECIAL INSPECTOR AT A MINIMUM MUST:
PO FOR THE MODIFICATION INSTALLATION OR TURNKEY PROJECT TO, AT A MINIMUM:
SPECIFICATIONS FOR WIRELESS TOWER SITES.
. REVIEW THE REQUIREMENTS OF THE SI CHECKLIST.
. REVIEW THE REQUIREMENTS OF THE SI CHECKLIST.
TO ENSURE THAT THE REQUIREMENTS OF THE SI ARE MET, IT IS VITAL THAT THE GENERAL
. WORK WITH THE GENERAL CONTRACTOR TO DEVELOP A SCHEDULE TO CONDUCT ONSITE INSPECTIONS,
. WORK WITH THE SI TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS, INCLUDING
CONTRACTOR AND THE INSPECTOR BEGIN COMMUNICATING AND COORDINATING AS SOON AS A PO
INCLUDING FOUNDATION INSPECTIONS.
FOUNDATION INSPECTIONS.
IS RECEIVED FROM AMERICAN TOWER CORPORATION (ATC). IT IS EXPECTED THAT EACH PARTY
ATC SITE NUMBER:
306379
WILL PROACTIVELY REACH OUT TO THE OTHER PARTY. IF CONTACT INFORMATION IS NOT KNOWN,
• ANY CONCERNS WITH THE SCOPE OF WORK OR PROJECT COMMITMENT MUST BE RELAYED TO THE ATC
. BETTER UNDERSTAND ALL INSPECTION AND TESTING REQUIREMENTS.
CONTACT YOUR AMERICAN TOWER POINT OF CONTACT.
POINT OF CONTACT IMMEDIATELY.
THE GENERAL CONTRACTOR SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS IN
,,
,N O A R OZ
THE SPECIAL INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GENERAL CONTRACTOR INSPECTION AND
ACCORDANCE WITH THE REQUIREMENTS OF THE SI CHECKLIST.
TEST REPORTS, REVIEWING THESE DOCUMENTS FOR ADHERENCE TO CONTRACT DOCUMENTS, CONDUCTING
SPECIAL INSPECTION FIELD WORK & REPORT
AUTHORITIES HAVING JURISDICTION. INSPECTION PARAMETERS TO FOLLOW ATC'S STANDARD SPECIFICATION FOR WIRELESS
THE IN -FIELD INSPECTIONS, AND SUBMITTING THE SI REPORT TO AMERICAN TOWER CORPORATION.
SI
CAP EX SPECIAL INSPECTION CHECKLIST
AMERICAN TOWER®
A.T. ENGINEERING SERVICE, PLLC
INSPECTION
SUITE 100
SI REVIEW REQUIRED
INSPECTION FREQUENCY
INSPECTION ITEM
DESCRIPTION
TESTING
RESPONSIBILITY
PRE CX7
DURING CX
POST CX
PERIODIC
CONTINUOUS
ATC SITE NUMBER:
306379
REQUIRED
FINCH MILL
SITE ADDRESS:
DOCUMENTATION AND SITE VISIT CONDUCTED BY AN ATC APPROVED SPECIAL INSPECTOR AS REQUIRED BY ATC AND OTHER
WILSON, NC 27893
SEAL:
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,,
,N O A R OZ
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9�
SPECIAL INSPECTION FIELD WORK & REPORT
AUTHORITIES HAVING JURISDICTION. INSPECTION PARAMETERS TO FOLLOW ATC'S STANDARD SPECIFICATION FOR WIRELESS
Y
SI
g 9 2019 3:51 PM COSH c.
DRAWN BY: KTL
APPROVED BY: KRF
DATE DRAWN: 08/08/19
ATC JOB NO: 12601314
SPECIAL INSPECTIONS
TOWER SITES.
SHEET NUMBER:
REVISION:
C-602
0
ENGINEERING ASSEMBLY DRAWINGS
GC SHALL SUBMIT DRAWINGS TO SI FOR INCLUSION IN SI REPORT
Y
GC
MTR AND OR MILL CERTIFICATIONS FOR SUPPLIED MATERIALS GC SHALL SUPPLY SI WITH REPORTS TO BE INCLUDED IN SI
FABRICATED MATERIAL VERIFICATION & INSPECTION
REPORT WHEN REQUIRED BY ATC
Y
SI
STONE SHOULD HAVE A MINIMUM DEPTH OF 6". ENTRANCE SHALL HAVE A MINIMUM WIDTH OF 20' FOR A MINIMUM LENGTH OF
ROAD INSPECTION
30' AND A 30' RADIUS, IF POSSIBLE. TRAVEL LANE SHALL HAVE A MIN. WIDTH OF 12' IN THE TANGENTS AND 15' AT THE CURVES.
Y
GC/Sl
ROAD HAS NO SIGNS OF RILLS AND EROSION. ROAD IS PROPERLY CROWNED OR SUPER -ELEVATED. ALL DIMENSIONS AND
DEPTHS SHALL BE PER THE PLANS OR ABOVE UNLESS UNLESS OTHERWISE SPECIFIED.
A DITCH SHOULD BE INSTALLED PER THE APPROVED PLANS. INSPECT EROSION PROBLEMS, DAMAGE TO VEGETATION,
SEDIMENT AND DEBRIS ACCUMULATION (ADDRESS WHEN >3 INCHES AT ANY SPOT OR COVERING VEGETATION). INSPECT FOR
POOLS OF STANDING WATER. IF REQUIRED, DEWATER AND DISCHARGE TO AN APPROVED LOCATION AND RESTORE GRADE
DITCH INSPECTION
TO PROVIDE POSITIVE DRAINAGE. VEGETATION ALONG THE SURFACE OF THE DITCH SHOULD BE KEPT IN GOOD CONDITION,
N
SI
AND ANY BARE SPOTS IMMEDIATELY RE -VEGETATED. IF THE DITCH IS RIP -RAP VERIFY IF ADDITIONAL RIP -RAP NEEDS TO BE
INSTALLED. THE CHANNEL SHOULD BE CLEANED WHENEVER THE TOTAL DEPTH IS REDUCED BY 25% AT ANY LOCATION OR A
MINIMUM 9" DEPTH IS NOT ACHIEVED.
INSPECT AND CORRECT CHECK DAMS WHEN SIGNS OF ALTERED WATER FLOW (CHANNELIZATION, OBSTRUCTIONS, EROSION
CHECK DAM INSPECTION
ETC.) ARE IDENTIFIED.CHECK DAMS SHOULD BE HALF OF THE DITCH HEIGHT. A CHECK DAM SHALL BE INSTALLED AT THE
N
SI
CULVERT TO PREVENT BYPASS FLOW.
IS THE WATER BAR FUNCTIONING PROPERLY AND PREVENT WATER FROM TRAVELING DOWN THE ROADWAY IN STEEP SLOPES
WATER BAR INSPECTION
OR AT CURVES. SHOULD BE CONSTRUCTED AND MAINTAINED AT A CROSS SLOPE OF 2% AND DISCHARGE TO A DITCH OR WELL
N
SI
VEGETATED AREA.
IS THE TURNOUT LOCATED TO TAKE ADVANTAGE OF NATURAL DRAINAGE COURSES OR BUFFER AREAS WHERE POSSIBLE?
TURN -OUT INSPECTION
INSPECT AND VERIFY IF THE TURNOUTS ARE FUNCTIONING PROPERLY AND IF EARTHEN BERMS OR RIP -RAP IS NECESSARY TO
N
SI
MAINTAIN THE DRAINAGE PATTERN.
INSTALLED THE CORRECT SIZE AND MATERIAL TYPE AND AT THE PROPER LOCATIONS WITH A MINIMUM OF 1' COVER.
CULVERT INSPECTION
CULVERTS SHOULD BE KEPT CLEAN AND ENSURE WATER FLOW. UNLESS AT A LOW POINT ALL A DOWNSTREAM EARTHEN OR
Y
SI
STONE BERM SHALL BE INSTALLED AT THE CULVERT TO PREVENT BYPASS FLOW.
SHALL BE INSTALLED ON LEVEL GRADE TO PREVENT SCOUR AND EROSION AT PIPE OR CHANNEL OUTFALL. DISPLACED RIP -RAP
OUTLET PROTECTION INSPECTION
SHALL BE REPLACED. DEPTH SHALL BE 1.5 TIMES THE STONE SIZE OR MIN OF 9". A MINIMUM LENGTH OF 8' IS REQUIRED. MIN
N
SI
STONE SIZE: AASHTO R-3 RIP RAP (3"-6" CLEAN STONE).
UP GRADIENT CULVERTS, CATCH BASINS AND INLETS OF BASIN SHOULD BE INSPECTED AND CLEANED. VEGETATION ALONG
THE SURFACE OF THE BASIN SHOULD BE MAINTAINED IN GOOD CONDITION, AND ANY BARE SPOTS REVEGETATED AS SOON AS
BASIN INSPECTION
POSSIBLE. INSPECT FOR ACCUMULATION OF SEDIMENT, DAMAGE TO OUTLET CONTROL STRUCTURES, EROSION CONTROL
N
SI
MEASURES, SIGNS OF WATER CONTAMINATION/SPILLS, AND SLOPE STABILITY IN THE BERMS AND PONDING OF WATER
GREATER THAN 72 HOURS SINCE THE LAST RUNOFF EVENT.
SILT FENCE INSPECTION
ALL SILT FENCE AND STAKES SHOULD BE REMOVED BY THE CONTRACTOR AFTER THE SITES HAS ACHIEVED STABILIZATION.
N
SI
NO LONG TERM MAINTENANCE IS REQUIRED.
SEEDING INSPECTION
SITES SHOULD OBTAIN AND MAINTAIN AT LEAST 70% STABILIZATION. STONE IS CONSIDERED STABILIZED.
Y
SI
CONTRACTOR SHALL PROVIDE AN INDEPENDENT THIRD PARTY CERTIFIED INSPECTION WHICH PROVIDES TEST RESULTS FOR
COMPACTION VERIFICATION
COMPACTION TEST OF SOILS IN PLACE TO ASTM STANDARDS.
Y
GC / TA
THE COMPOUND SHALL HAVE A MAXIMUM GRADE OF 5% AND A MINIMUM OF 1% IN ANY DIRECTION. A 1' MINIMUM GRAVEL
COMPOUND INSPECTION
APRON AROUND THE COMPOUND WITH A DITCH INSTALLED PER THE PLANS SURROUNDING THE UP GRADIENT PERIMETER OF
N
GC / TA
THE COMPOUND. THE DITCH SHALL FREELY GRAVITY DRAIN TO AN APPROPRIATE LOCATION WITH NO IMPACT TO DOWN
GRADIENT FEATURES SUCH AS THE ACCESS ROAD OR OTHER STRUCTURES.
EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES GREATER THAN 2H 1V OR STEEPER OR AS DIRECTED BY LOCAL
SLOPE STABILITY INSPECTION
REGULATING AGENCIES, AND WHERE POTENTIAL EXISTS FOR SEDIMENT POLLUTION TO RECEIVING SURFACE WATERS. SINCE
Y
SI
ROCK SLOPES POSE LITTLE, IF ANY, POTENTIAL FOR EROSION, CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILL SLOPES
DO NOT NEED TO BE BLANKETED.
POWER AND GROUNDING
POWER PANELS, DISCONNECTS, ATS, TROUGH, H -FRAME, CONDUIT AND GROUNDING SYSTEMS ARE IN CONFORMANCE WITH
N
SI
THE DESIGN DRAWINGS
GC SHALL SUBMIT "AS -BUILT" DRAWINGS INDICATING ANY APPROVED CHANGES TO ENGINEERED PLANS TO SI FOR
GC AS -BUILT DRAWINGS WITH CONSTRUCTION RED -LINES
APPROVAUREVIEW AND INCLUSION IN SI REPORT
Y
GC
SI AS -BUILT DRAWINGS WITH INSPECTION RED -LINES (AS REQUIRED)
SI SHALL SUBMIT "AS -BUILT" DRAWINGS INDICATING ANY APPROVED CHANGES TO ENGINEERED PLANS WITHIN SI REPORT
Y
SI
PHOTOGRAPHS
PHOTOGRAPHIC EVIDENCE OF SPECIAL INSPECTION, ON SITE REMEDIATION, AND ITEMS FAILING INSPECTION & REQUIRING
Y
GC/Sl
FOLLOW UP TO BE INCLUDED WITHIN THE SI REPORT. COMPLETE PHOTO LOG IS TO BE SUBMITTED WITHIN SI REPORT.
NOTE: SPECIAL INSPECTIONS ARE INTENDED TO BE A COLLABORATIVE EFFORT BETWEEN GC AND SI. WHENEVER POSSIBLE GC IS TO PROVIDE SI WITH PHOTOGRAPHIC OR OTHER ACCEPTABLE EVIDENCE OF PROPER INSTALLATION IF PERIODIC INSPECTION FREQUENCY IS ACCEPTABLE. THE GC AND SI SHALL
WORK TO COMPILE EVIDENCE OF PROPER CONSTRUCTION AND LIMIT THE NUMBER OF SI SITE VISITS REQUIRED.
TABLE KEY:
COMMENTS:
SI- ATC APPROVED SPECIAL INSPECTOR CX - CONSTRUCTION
GC- GENERAL CONTRACTOR CM -CONSTRUCTION MANAGER
TA - 3RD PARTY TESTING AGENCY ATC -AMERICAN TOWER CORPORATION
In
AMERICAN TOWER®
A.T. ENGINEERING SERVICE, PLLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: [phone]
COA: P-1177
THESE DRAWINGS AND/OR THE ACCOMPANYING
SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE
EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND
PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE
FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR
THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO
THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF
AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL
BE PROVIDING ON-SITE CONSTRUCTION REVIEW OF THIS
PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND
ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST
VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
00 FOR CONSTRUCTION NRP 08/08/19
ATC SITE NUMBER:
306379
ATC SITE NAME:
FINCH MILL
SITE ADDRESS:
5259 MAMIE ROAD
WILSON, NC 27893
SEAL:
o l i f 1 1 I/ //
,,
,N O A R OZ
�-,
��'tq
9�
SEAL ;
0008
r
L��
R. PVIS"�
thorized by "EOR"
g 9 2019 3:51 PM COSH c.
DRAWN BY: KTL
APPROVED BY: KRF
DATE DRAWN: 08/08/19
ATC JOB NO: 12601314
SPECIAL INSPECTIONS
WORKSHEET
SHEET NUMBER:
REVISION:
C-602
0
In