20190033 Ver 1_Improvement Plan_20190107

AMERICAN TOWER®
A.T. ENGINEERING SERVICE, PLLC
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
ED Mm C-1,
COA: P-1177
Daenann �
Goldsharn �
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
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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
� New,en G�a N
Pinehurst Mr Olive
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST
VERSION ON FILE WITH AMERICAN TOWER.
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AA PRELIM KL 11/17/17
Aberdeen Hon Bragg kw
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ATC SITE NUMBER:
97539
GIDDENSVILLE NC
SITE ADDRESS:
NEAR INTER OF GIDDENSVILLE AND HWY 40
FAISON, NC 28341
Fayetteville
Plna<
PRELIMINARY:
AO
NOT FOR
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Hope Mills � Nenensville
Roseboro
CONSTRUCTION
DRAWN BY: KL
13eulaval
DATE DRAWN: 11/17/17
ATC JOB NO: 12169181
TITLE SHEET
SHEET NUMBER:
-0
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SITE NAME:
GIDDENSVILLE N C
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SITE NUMBER:
97539
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SITE ADDRESS: NEAR INTER OF
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GIDDENSVILLE A N D
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Taber City
HWY 40
VICINITY MAP
LOCATION MAP
FAISON, NC 28341
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
B
01/23/18
KL
FOLLOWING CODES AS ADOPTED BY THE LOCAL
NEAR INTER OF GIDDENSVILLE AND HWY 40
ANSI/EIA/TIA-222, AND COMPLY WITH ATC MASTER SPECS.
GOVERNMENT AUTHORITIES. NOTHING IN THESE PLANS IS
FAISON, NC 28341
2.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL
V-101
AS BUILT/ TITLE AND BOUNDARY PLAN
TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO
COUNTY: SAMPSON
REQUIRED INSPECTIONS.
THESE CODES.
3.
ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS,
V-102
AS BUILT/ TITLE AND BOUNDARY PLAN
GEOGRAPHIC COORDINATES:
DRAINAGE STRUCTURES, AND SITE IMPROVEMENTS SHALL BE
1. INTERNATIONAL BUILDING CODE (IBC)
VERIFIED IN FIELD BY CONTRACTOR WITH ALL DISCREPANCIES
V-103
EXISTING CONDITIONS AND TOPOGRAPHIC PLAN
2. NATIONAL ELECTRIC CODE (NEC)
LATITUDE: 35.13847
REPORTED TO THE ENGINEER.
3. LOCAL BUILDING CODE
LONGITUDE: -78.21044
4.
DETAILS SHOWN ARE TYPICAL; SIMILAR DETAILS APPLY TO
C-101
OVERALL SITE PLAN
B
01/23/18
KL
4. CITY/COUNTY ORDINANCES
GROUND ELEVATION: 172' AMSL
5.
SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.
CONTRACTOR SHALL DETERMINE EXACT LOCATION OF
EXISTING UTILITIES, GROUNDS DRAINS, DRAIN PIPES, VENTS,
C-102
SITE PLAN
B
01/23/18
KL
PROJECT DESCRIPTION
PROJECT LOCATION DIRECTIONS
ETC. BEFORE COMMENCING WORK.
6.
CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY
CONSTRUCTION OF THIS PROJECT TO MATCH EXISTINGPRE-CONSTRUCTION
C-103
PICTURES
B
01/23/18
KL
THE PROPOSED PROJECT INCLUDES IMPROVING AN EXISTING
C-501
CONSTRUCTION DETAILS
B
01123/18
KL
ACCESS ROAD WITH SITE SPECIFIC BMP'S.
FROM WILMINGTON, NC:
CONDITIONS TO THE SATISFACTION OF
C-601
OPERATION &MAINTENANCE PLAN
B
01/23/18
KL
THE ATC CONSTRUCTION MANAGER.
TAKE 1-40 TO EXIT 355 (403 FAISON). TURN LEFT AT STOP SIGN
7.
WHERE EXISTING CONDITIONS DO NOT MATCH THOSE SHOWN
SURVEY INFORMATION
(403 SOUTH). TAKE 1ST RIGHT (SPENCER RD). TURN RIGHT ON
IN THIS PLAN SET, CONTRACTOR WILL NOTIFY THE ATC
C-602
OPERATION AND MAINTENANCE SCHEDULE
B
01/23/18
KL
GIDDENSVILLE RD. GO JUST PAST OLD BETHLEM CHURCH AND
TURN INTO THE DRIVEWAY AT THE TRAILER, WHITE WITH GRAY
8.
CONSTRUCTION MANAGER IMMEDIATELY.
CONTRACTOR SHALL REMOVE ALL RUBBISH AND DEBRIS FROM
C-603
SPECIAL INSPECTIONS WORKSHEET
B
01/23/18
KL
1. TOPOGRAPHY AND BOUNDARY INFORMATION OBTAINED
SHUTTERS. FOLLOW THE DRIVE ON THE RIGHT SIDE OF THE
THE SITE AT THE END OF EACH DAY.
FROM SURVEY PLAN DATED 11/06/17 BY LMS SURVEYING
TRAILER TO SITE.
9. CONTRACTOR SHALL COORDINATE WORK SCHEDULE WITH
LTD
LANDLORD AND TAKE PRECAUTIONS TO MINIMIZE IMPACT AND
10.
DISRUPTION OF OTHER OCCUPANTS OF THE FACILITY.
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: SOUT RIVER EMC
TOWER OWNER:
REQUIRED PERMITS NOT OBTAINED BY ATC MUST BE
PHONE: [phone]
AMERICAN TOWER
OBTAINED, AND PAID FOR, BY THE CONTRACTOR.
TELEPHONE COMPANY: EMBARK
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:
MAE H. TROUBLEFIELD
SOLELY RESPONSIBLE FOR ALL THE CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND
FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE
1972 GIDDENSVILLE RD
CONTRACT.
FAISON, NC 28341
12.
CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY
0
INCLUDING COMPLIANCE WITH ALL APPLICABLE OSHA
ENGINEERED BY:
STANDARDS AND RECOMMENDATIONS AND SHALL PROVIDE
ALL NECESSARY SAFETY DEVICES INCLUDING PPE AND PPM
below.
ATC TOWER SERVICES
AND CONSTRUCTION DEVICES SUCH AS WELDING AND FIRE
Know what's
3500 REGENCY PARKWAY SUITE 100
PREVENTION, TEMPORARY SHORING, SCAFFOLDING, TRENCH
Call before you dig.
CARY, NC 27518
BOXES/SLOPING, BARRIERS, ETC.
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
AA PRELIM KL 11/17/17
AB ENVIRO COMMENTS KL 01/23/18
L
A
ATC SITE NUMBER:
97539
ATC SITE NAME:
GIDDENSVILLE NC
SITE ADDRESS:
NEAR INTER OF GIDDENSVILLE AND HWY 40
FAISON, NC 28341
SEAL:
PRELIMINARY:
NOT FOR
CONSTRUCTION
DRAWN BY: KL
APPROVED BY: KRF
DATE DRAWN: 11/17/17
ATC JOB NO: 12169181
TITLE SHEET
SHEET NUMBER:
REVISION:
G-001
B

PROJECT SUMMARY
SURVEYOR'S NOTES
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: [phone]
FAX: [phone]
THESE DRAWINGS AND/OR THE ACCOMPANYING
SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE
CENTER EXISTING GUYED TOWER
PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE
FOR WHICH THEY ARE PREPARED. ANY USE OR DISCLOSURE
FIELD SURVEY DATE: 11/01/2017
1. THERE IS ACCESS TO THE ATC LEASE AREA FROM GIDDENSVILLE ROAD (S.R. 1725) PER THE
AS -SURVEYED ACCESS EASEMENT SHOWN HEREON.
THESE DOCUMENTS SHALL REMAIN THE PROPERTY OF
AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
ON 3' SQUARE CONCRETE BASF
SITE ADDRESS: 1972 GIDDENSVILLE RD., FAISON, NC 28341
PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND
LESS & EXCEPT
N.• 35`08'78.44"
PARCEL INFORMATION
OWNER: MAE H. TROUBLEFIELD
2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THE SURVEY ARE FROM VISIBLE SURFACE
EVIDENCE ONLY.
3. AT THE TIME OF THIS SURVEY THERE WAS NO OBSERVABLE SURFACE EVIDENCE OF EARTH
'L
J� N
VICTOR JAIMES
APN: 1 30 1 549520 1
W: 78° 12'37.63"
HT.- 350' AGL (TOP OF STEEL)
OWNER ADDRESS: 1972 GIDDENSVILLE RD., FAISON, NC 28341
97539
Q w
�'
BOOK 1623, PAGE 349
GROUND ELEV.• 771'
APN: 13102516011 DEED BOOK 877, PAGE 201
MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS WITHIN RECENT MONTHS.
SITE LOCATION
THE EXCLUSIVE USE OF AMERICAN TOWER CORPORATION HAS PERFORMED
FIELD
TOTAL AREAS:
4. AT THE TIME OF THIS SURVEY, THERE WAS NO OBSERVABLE EVIDENCE OF THE SUBJECT
PROPERTY BEING USED AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL.
\
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DATE OF PLAT OR MAP: NOVEMBER 6, 2017
PARCEL: ACRES ER TAX RDS)
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION
RECORDED IN BOOK 877, PAGE 201; THAT THE RATIO OF PRECISION OR
128 1 /
MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND
ATC LEASE AREA:830,986 SQ.FT8.95±
. 3.007± CRE$
5. AT THE TIME OF THIS SURVEY, THERE WAS NO OBSERVABLE EVIDENCE OF ANY RECENT
CA AO `''••.
ORG\P1� /
X006' ��
QP ��
ACCESS & UTILITY EASEMENT: 62,440 SQ.FT. 1.433± ACRES
CHANGES IN STREET RIGHT-OF-WAY LINES EITHER COMPLETED OR PROPOSED, AND AVAILABLE
IN THE STATE OF NORTH CAROLINA = L-5247
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UTILITY EASEMENT #1: 2,467 SQ.FT. 0.057± ACRES
UTILITY EASEMENT #2:4,542 SQ.FT. 0.104±ACRES
BASIS OF BEARINGS
FROM THE CONTROLLING JURISDICTION.
6. AT THE TIME OF THIS SURVEY, THERE WAS NO OBSERVABLE EVIDENCE OF ANY RECENT STREET
OR SIDEWALK CONSTRUCTION OR REPAIRS.
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FIELD
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BENCHMARK
DRAWN BY:
LKC
APPROVED BY:
TRD
X IN CONC.
THE BASIS OF BEARINGS AND COORDINATES FOR THIS PLAN IS NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM (NAD83).O
VERTICAL DATUM SHOWN HEREON IS BASED ON NORTH AMERICAN VERTICAL DATUM
7. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY OF THE PARENT TRACT. ANY
PARENT TRACT PROPERTY LINES SHOWN HEREON ARE FROM SUPPLIED INFORMATION AND MAY
Q
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/ �
GENERATOR
� ELEV.• 171.26'
SHEET NUMBER: 1 OF 3
NOT BE FIELD VERIFIED.
V-101
PARCEL
PANEL
(NAVD88) IN US SURVEY FEET.
�s
8. THIS IS AN AS BUILT SURVEY OF AN EXISTING ATC LEASE PARCEL WITHIN AN EXISTING PARCEL
G
�9�
MAE H. TROUBLEFIELD
/
2' CARD
FLOODPLAIN:
OF LAND, THE BOUNDARIES OF WHICH HAVE NOT BEEN SURVEYED.
c APN: 13102516011
o BOOK 877, PAGE 201
PER THE FEMA FLOODPLAIN MAPS, THE SITE IS LOCATED IN AN AREA DESIGNATED AS
01 �`
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Q� til
ZONE X.
9. ALL CALLS ARE MEASURED UNLESS OTHERWISE NOTED.
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COMMUNITY PANEL NO.: 3720252000J DATED: 01/05/2007
10. UNLESS OTHERWSE SPECIFIED, UTILITY POLES DID NOT IDENTIFY OWNERSHIP.
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ENCROACHMENT STATEMENT:
AT THE TIME OF THE SURVEY, THERE WAS VISIBLE EVIDENCE OF ENCROACHMENTS AS
11. THERE WAS NOT A PAIR OF NORTH CAROLINA GEODETIC MONUMENTS WITHIN 2,000 FEET OF
THE SURVEYED PROPERTY.
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1 '', NIF�QN N/F
GL
TF
FOLLOWS:
?J
N �. 1 BUROH FARMS LLC
RFSA 153602
A. GRAVEL DRIVE LIES OUTSIDE OF THE PROVIDED ACCESS EASEMENT, WHICH WOULD
12. PURSUANT TO NORTH CAROLINA STATUTE 47-30, THIS SURVEY MAY NOT MEET THE
REQUIREMENTS FOR RECORDING IN THE COUNTY IN WHICH THE PROPERTY WAS SURVEYED.
THE 13018 APN 15075548204
> APN' BOOK 1866, PG. 670
BE REMEDIED BY THE AS -SURVEYED LEGAL DESCRIPTION SHOWN HEREON.
B. THE PROVIDED ATC LEASE AREA DESCRIPTION DOES NOT HAVE A DEFINED POINT OF
N
GRAVEL
BEGINNING, WHICH WOULD BE REMEDIED BY THE AS -SURVEYED LEGAL DESCRIPTION
13. SURVEY PERFORMED WITHOUT THE BENEFIT OF AN UPDATED TITLE REPORT.
NSF
SURFACE P
e G�
SHOWN HEREON.
N F BURCH FARMS LLC N/F
GEORGIANA, LLC APN: 130090360OZ SANDRA KAY CLIFTON
FIELD
TOWER INFORMATION:
TOWER TYPE: EXISTING GUYED TOWER
APN: 13101128004 BOOK 1866, PG. 670 APN: 73077207502
BOOK 180.3, PAGE 780
LATITUDE: N: 35° 0818.44" (NAD 83)
ZONING INFORMATION
BOOK 1686, PG. 673
LONGITUDE: W: 78° 12'37.63" (NAD 83)
N/F
FIELD
GROUND ELEVATION AT BASE
TOWER: 171' FEET (NAND 1988)RE
SpF�CF
. G. HUG0580
STRUCTURE HEIGHHT: 350' AGL
ZONING INFORMATION WAS NOT PROVIDED AT THE TIME OF SURVEY.
ELEVATION OF TOP OF TOWER: 521' (NAVD 1988)
RR
APN:
ELEVATION OF HIGHEST POINT (LIGHTNING ROD): 53T (NAVD 1988)
DqQ
BOOK 7815, PAGE 527
VICINITY MAP
2 PARENT PARCEL
3 COMPOUND DETAIL
LEGAL DESCRIPTIONS
NTS
GRAPHIC REPRESENTATION
SCORE REPORT LEGAL DESCRIPTION (PARENT PARCEL - FOR INFORMATION ONLY - NOT SURVEYED):
NOT TO SCALE
0 40' 80'
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF SAMPSON, STATE OF NORTH CAROLINA, AND DESCRIBED AS FOLLOWS:
BEGINNING AT A STAKE IN THE CENTER OF N.C. PAVED ROAD NO. 1725, CORNER WITH M.L. THOMPSON, AND RUNS WITH THE CENTER OF SAID ROAD AND
THE THOMPSON LINE SOUTH 9 DEGREES 30 MINUTES EAST 191 FEET TO A STAKE; THENCE AGAIN WITH THE THOMPSON LINE AND LEAVING THE ROAD
SCALE: 1"=40'(11X17)
NORTH 77 DEGREES 20 MINUTES EAST 72 FEET TO A STAKE; THENCE NORTH 73 DEGREES 30 MINUTES EAST 4.82 CHAINS TO A STAKE; THENCE SOUTH
1"=20'(22X34)
14 DEGREES 30 MINUTES EAST 1.59 CHAINS TO A STAKE; THENCE SOUTH 75 DEGREES 30 MINUTES EAST 3.03 CHAINS TO A STAKE; THENCE SOUTH 30
DEGREES 45 MINUTES EAST 3.26 CHAINS TO A STAKE; THENCE SOUTH 74 DEGREES 30 MINUTES WEST 36 POLES TO A STAKE; THENCE SOUTH 78
DEGREES WEST 74 FEET TO THE CENTER OF THE AFORESAID RURAL PAVED ROAD; THENCE WITH THE CENTER OF SAID ROAD SOUTH 9 DEGREES 30
MINUTES EAST 305.5 FEET TO A STAKE, CORNER OF B.C. CLIFTON; THENCE WITH THE CLIFTON LINE AND LEAVING SAID ROAD NORTH 76 DEGREES 45
ATC LEASE AREA (AS -SURVEYED):
UTILITY EASEMENT #1 (AS -SURVEYED):
MINUTES EAST 88 FEET TO THE OLD WILMINGTON-GOLDSBORO ROAD; THENCE WITH THE SAID ROAD AND THE CLIFTON LINE DUE SOUTH 207 FEET TO A
STAKE; THENCE NORTH 76 DEGREES EAST 429 FEET TO A STAKE; THENCE NORTH 13 DEGREES WEST 215 FEET TO A STAKE; THENCE NORTH 75
SITUATED IN THE TOWNSHIP OF PINEY GROVE, COUNTY OF SAMPSON AND STATE OF NORTH
SITUATED IN THE TOWNSHIP OF PINEY GROVE, COUNTY OF SAMPSON AND STATE OF NORTH
DEGREES EAST 105 POLES TO A STAKE; THENCE SOUTH 18 DEGREES WEST 6.5 POLES TO A STAKE; THENCE SOUTH 85 DEGREES EAST 196 POLES TO A
CAROLINA, LYING WITHIN THAT TRACT OF LAND CONVEYED TO MAE H. TROUBLEFIELD IN DEED BOOK
CAROLINA, LYING WITHIN THAT TRACT OF LAND CONVEYED TO VICTOR JAIMES IN DEED BOOK 1623,
STAKE, CORNER OF ROWLAND LUMBER COMPANY; THENCE NORTH 41 DEGREES WEST 171 POLES TO A STAKE, CORNER OF M.L. THOMPSON; THENCE
877, PAGE 201, SAMPSON COUNTY REGISTER OF DEEDS, AND HAVING THE FOLLOWING METES AND
PAGE 349, SAMPSON COUNTY REGISTER OF DEEDS, ALSO BEING THAT TRACT DESCRIBED AS "3.00
WITH THE THOMPSON LINE SOUTH 65 DEGREES WEST 160 POLES TO A STAKE; THENCE SOUTH 73 DEGREES WEST 80 POLES TO A STAKE, AND SOUTH 74
BOUNDS TO WIT:
ACRES" IN MAP BOOK 57, PAGE 10, AND HAVING THE FOLLOWING METES AND BOUNDS TO WIT:
DEGREES 50 MINUTES WEST 68 FEET TO THE BEGINNING, CONTAINING 155.93 ACRES, MORE OR LESS, AND BEING THE LANDS INHERITED BY MONK M.
TROUBLEFIELD FROM HIS PARENTS, M.F. TROUBLEFIELD AND WIFE, MARY M. TROUBLEFIELD, AND BEING COMPOSED OF FOUR TRACTS OF LAND
COMMENCING IN THE CENTERLINE OF GIDDENSVILLE ROAD (S.R. 1725) FOR THE SOUTHWEST CORNER
COMMENCING IN THE CENTERLINE OF GIDDENSVILLE ROAD (S.R. 1725) FOR THE SOUTHWEST CORNER
DESCRIBED IN DEEDS RECORDED IN BOOK 206, PAGE 323, IN BOOK 215, PAGE 214, IN BOOK 218, PAGE 189, AND IN BOOK 412, PAGE 306, IN THE OFFICE
OF THAT TRACT DESCRIBED AS "3.00 ACRES" IN MAP BOOK 57, PAGE 10, SAMPSON COUNTY REGISTER
OF THE AFORESAID "3.00 ACRES" IN MAP BOOK 57, PAGE 10, SAME BEING THE NORTHWEST CORNER OF
OF REGISTER OF DEEDS OF SAMPSON COUNTY.
OF DEEDS, SAME BEING THE NORTHWEST CORNER OF THE REMAINING PORTION OF THE AFORESAID
THE REMAINING PORTION OF THE LANDS CONVEYED TO MAE H. TROUBLE FIELD IN DEED BOOK 877,
MAE H. TROUBLE FIELD TRACT;
PAGE 201;
LESS AND EXCEPT THE PORTION OF THE PROPERTY CONVEYED TO VICTOR JAIMES FROM MAE H. TROUBLEFIELD IN A DEED DATED APRIL 10, 2006 AND
THENCE ALONG THE SOUTH LINE OF SAID 3.00 ACRE TRACT, NORTH 76°3630" EAST, A DISTANCE OF
RECORDED APRIL 10, 2006 IN BOOK 1623 PAGE 349.
THENCE ALONG A TIE LINE, NORTH 66°20'18" EAST, A DISTANCE OF 1930.76 FEET TO A 1" PIPE FOUND
30.00 FEET;
FOR THE POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT:
THENCE NORTH 76°36'30" EAST, A DISTANCE OF 200.49 FEET TO A POINT;
BEING MORE PARTICULARLY DESCRIBED AS TRACT 1 ON THE PLAT MAP ENTITLED "SURVEY FOR MAE TROUBLEFIELD" DATED MARCH 29, 2006 AND
THENCE NORTH 70°16'46" EAST, A DISTANCE OF 121.35 FEET TO A POINT;
RECORDED MARCH 31, 2006 IN BOOK 57 PAGE 10.
THENCE NORTH 64°19'52" EAST, A DISTANCE OF 550.00 FEET;
THENCE NORTH 83°08'11" EAST, A DISTANCE OF 93.39 FEET TO THE POINT OF BEGINNING OF THE
THENCE SOUTH 04°19'52' WEST, A DISTANCE OF 550.00 FEET;
HEREIN DESCRIBED TRACT:
PARCEL ID: 13102516011
THENCE NORTH 55°40'08" WEST, A DISTANCE OF 550.00 FEET TO THE POINT OF BEGINNING.
THENCE NORTH 72°35'34" EAST, A DISTANCE OF 273.45 FEET TO A POINT;
THIS BEING THE SAME PROPERTY CONVEYED TO MAE H. TROUBLEFIELD FROM M. MONK TROUBLEFIELD IN A DEED DATED DECEMBER 02, 1974,
HAVING AN AREA OF 130,986 SQUARE FEET (3.007 ACRES) OF LAND, MORE OR LESS.
THENCE SOUTH 18°10'44" EAST, A DISTANCE OF 10.00 FEET TO A POINT;
RECORDED DECEMBER 06, 1974, IN BOOK 877, PAGE 201.
THENCE SOUTH 72°35'34" WEST, A DISTANCE OF 219.86 FEET TO A POINT;
THENCE SOUTH 83'08'11" WEST, A DISTANCE OF 54.65 FEET TO THE POINT OF BEGINNING.
ACCESS & UTILITY EASEMENT (AS -SURVEYED):
ATC LEASE AREA - AS PROVIDED (PER MOL RECORDED IN VOLUME 1402, PAGE 171):
HAVING AN AREA OF 2,467 SQUARE FEET, 0.057 ACRES OF LAND, MORE OR LESS.
SITUATED IN THE TOWNSHIP OF PINEY GROVE, COUNTY OF SAMPSON AND STATE OF NORTH
BEGINNING AT A NEW IRON PIPE, SAID POINT BEING THE CONTROL CORNER FOR THE LEASE LOT; THENCE N 55-00-00 W 181.39 FEET TO A POINT, SAID
CAROLINA, LYING WITHIN THAT TRACT OF LAND CONVEYED TO MAE H. TROUBLEFIELD IN DEED BOOK
POINT BEING A CORNER FOR NEW 30 FOOT INGRESS/EGRESS AND UTILITY EASEMENT; THENCE N 55-00-00 W 38.55 FEET TO A POINT, SAID POINT BEING
877, PAGE 201, SAMPSON COUNTY REGISTER OF DEEDS, AND HAVING THE FOLLOWING METES AND
UTILITY EASEMENT #2 (AS -SURVEYED):
A CORNER FOR NEW 30 FOOT INGRESS/EGRESS AND UTILITY EASEMENT; THENCE N 55-00-00 W 330.06 FEET TO A NEW IRON PIPE; THENCE N 65-00-00 E
BOUNDS TO WIT:
550.00 FEET TO A NEW IRON PIPE; THENCE S 5-00-00 W 550.00 FEET TO THE POINT AND PLACE OF BEGINNING FOR LEASE LOT CONTAINING 130,986
SITUATED IN THE TOWNSHIP OF PINEY GROVE, COUNTY OF SAMPSON AND STATE OF NORTH
SQUARE FEET OR 3.01 ACRES MORE OR LESS.
COMMENCING IN THE CENTERLINE OF GIDDENSVILLE ROAD (S.R. 1725) FOR THE SOUTHWEST CORNER
CAROLINA, LYING WITHIN THAT TRACT OF LAND CONVEYED TO VICTOR JAIMES IN DEED BOOK 1623,
OF THAT TRACT DESCRIBED AS "3.00 ACRES" IN MAP BOOK 57, PAGE 10, SAMPSON COUNTY REGISTER
PAGE 349, SAMPSON COUNTY REGISTER OF DEEDS, ALSO BEING THAT TRACT DESCRIBED AS 113.00
ACCESS & UTILITY EASEMENT - AS PROVIDED (PER MOL RECORDED IN VOLUME 1402, PAGE 171):
OF DEEDS, SAME BEING THE NORTHWEST CORNER OF THE REMAINING PORTION OF THE AFORESAID
ACRES" IN MAP BOOK 57, PAGE 10, AND HAVING THE FOLLOWING METES AND BOUNDS TO WIT:
MAE H. TROUBLE FIELD TRACT;
BEGINNING AT A NEW IRON PIPE, SAID POINT BEING THE CONTROL CORNER FOR THE LEASE LOT; THENCE N 55-00-00 W 181.39 FEET TO THE TRUE POINT
COMMENCING IN THE CENTERLINE OF GIDDENSVILLE ROAD (S.R. 1725) FOR THE SOUTHWEST CORNER
OF BEGINNING FOR NEW 30 FOOT INGRESS/EGRESS AND UTILITY EASEMENT; THENCE S 73-54-48 W 320.95 FEET OT A POINT; THENCE 80-49-50 W 124.44
THENCE ALONG THE SOUTH LINE OF SAID 3.00 ACRE TRACT, NORTH 76°36'30" EAST, A DISTANCE OF
OF THE AFORESAID "3.00 ACRES" IN MAP BOOK 57, PAGE 10, SAME BEING THE NORTHWEST CORNEROF
FEET TO A POINT; THENCE S 73-17-11 W 1198.43 FEET TO A POINT; THENCE 80-54-47 W 126.84 FEET; THENCE N 14-30-00 W 9.16 FEET TO A POINT; THENCE
30.00 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT;
THE REMAINING PORTION OF THE LANDS CONVEYED TO MAE H. TROUBLE FIELD IN DEED BOOK 877,
SEE SHEET V-102 F O R
S 73-30-00 W 257.87 FEET TO A POINT; THENCE S 80-52-17 W 101.69 FEET TO A POINT ON THE RIGHT-OF-WAY OF SR 1725; THENCE WITH SAID
PAGE 201;
RIGHT-OF-WAY N 80-52-17 E 99.95 FEET TO A POINT; THENCE N 73-30-00 E 287.01 FEET TO A POINT; THENCE S 14-30-00 E 12.94 FEET TO A POINT; THENCE
THENCE NORTH 76°36'30" EAST, A DISTANCE OF 200.49 FEET TO A POINT;
THENCE ALONG THE SOUTH LINE OF SAID 3.00 ACRE TRACT, NORTH 76°36'30" EAST, A DISTANCE OF
N 80-54-47 E 97.54 FEET TO A POINT; THENCE N 73-17-11 E 1198.41 FEET TO A POINT; THENCE N 80-49-50 E 124.61 FEET TO A POINT; THENCE N 73-17-11 E
THENCE NORTH 70°16'46" EAST, A DISTANCE OF 121.35 FEET TO A POINT;
30.00 FEET;
SURVEY PLAN VIEW
1198.41 FEET TO A POINT; THENCE N 80-49-50 E 124.61 FEET TO A POINT; THENCE N 73-54-48 E 294.92 FEET TO A POINT; THENCE S 55-00-00 E 38.55 FEET
THENCE NORTH 83°08'11" EAST, A DISTANCE OF 148.04 FEET TO A POINT;
THENCE NORTH 76°36'30" EAST, A DISTANCE OF 200.49 FEET TO A POINT;
TO THE POINT AND PLACE OF BEGINNING FOR A NEW 30 FOOT INGRESS/EGRESS AND UTILITY EASEMENT CONTAINING 63,812 SQUARE FEET OR 1.46
THENCE NORTH 72°35'34" EAST, A DISTANCE OF 219.86 FEET TO A POINT;
THENCE NORTH 70°16'46" EAST, A DISTANCE OF 121.35 FEET TO A POINT;
ACRES MORE OR LESS.
THENCE NORTH 18°10'44" WEST, A DISTANCE OF 10.00 FEET TO A POINT;
THENCE NORTH 83'08'11" EAST, A DISTANCE OF 18.07 FEET TO THE POINT OF BEGINNING OF THE
THENCE NORTH 72°37'03" EAST, A DISTANCE OF 989.81 FEET TO A POINT;
HEREIN DESCRIBED TRACT:
THENCE NORTH 78°08'28" EAST, A DISTANCE OF 71.66 FEET TO A POINT;
THENCE NORTH 72°33'59" EAST, A DISTANCE OF 335.60 FEET TO A POINT;
THENCE NORTH 35°23'39" WEST, A DISTANCE OF 167.72 FEET TO A POINT;
THENCE SOUTH 55°40'08" EAST, A DISTANCE OF 44.56 FEET TO A POINT;
THENCE SOUTH 69°33'24" WEST, A DISTANCE OF 254.14 FEET TO A POINT;
THENCE SOUTH 72°33'59" WEST, A DISTANCE OF 313.42 FEET TO A POINT;
THENCE NORTH 87°09'31" WEST, A DISTANCE OF 22.59 FEET TO A POINT;
THENCE SOUTH 78°08'28" WEST, A DISTANCE OF 123.14 FEET TO A POINT;
THENCE NORTH 12°27'36" WEST, A DISTANCE OF 10.37 FEET TO A POINT;
THENCE SOUTH 72°37'03" WEST, A DISTANCE OF 987.95 FEET TO A POINT;
THENCE SOUTH 87°09'31" EAST, A DISTANCE OF 23.26 FEET TO A POINT;
THENCE SOUTH 18'10'44" EAST, A DISTANCE OF 10.00 FEET TO A POINT;
THENCE NORTH 69°33'24" EAST, A DISTANCE OF 259.76 FEET TO A POINT;
THENCE SOUTH 72°35'34" WEST, A DISTANCE OF 195.54 FEET TO A POINT;
THENCE SOUTH 35°23'39" EAST, A DISTANCE OF 180.84 FEET TO A POINT;
THENCE SOUTH 83'08'11" WEST, A DISTANCE OF 143.19 FEET TO A POINT;
THENCE SOUTH 83'08'11" WEST, A DISTANCE OF 11.38 FEET TO THE POINT OF BEGINNING.
THENCE SOUTH 74°22'55" WEST, A DISTANCE OF 353.41 FEET TO A POINT;
THENCE NORTH 12°27'36" WEST, A DISTANCE OF 29.10 FEET TO THE POINT OF BEGINNING.
HAVING AN AREA OF 4,542 SQUARE FEET, 0.104 ACRES OF LAND, MORE OR LESS.
HAVING AN AREA OF 62,433 SQUARE FEET, 1.433 ACRES OF LAND, MORE OR LESS.
NOTES CORRESPONDING TO SCORE REPORT
THE SCORE REPORT ISSUED BY LINEAR TITLE & CLOSING FILE NO. ATC-586834-PRB, DATED THROUGH SEPTEMBER 23, 2016 CONTAINS THE FOLLOWING
ITEMS:
1. MEMORANDUM OF OPTION AND LAND LEASE AGREEMENT BETWEEN MAE HARGROVE TROUBLEFIELD AND 360' COMMUNICATIONS COMPANY OF
NORTH CAROLINA NO. 1, DATED JANUARY 22, 1998 AND RECORDED AUGUST 3, 1998, IN BOOK 1313 PAGE 539, IN SAMPSON COUNTY, NORTH CAROLINA.
ATC LEASE AREA IS SHOWN HEREON
AS AFFECTED BY MEMORANDUM OF LEASE BETWEEN MAE HARGROVE TROUBLEFIELD AND ALLTEL COMMUNICATIONS, LLC, A DELAWARE LIMITED
LIABILITY COMPANY D/B/A VERIZON WIRELESS, DATED OCTOBER 21, 2013 AND RECORDED SEPTEMBER 24, 2014, IN BOOK 1898 PAGE 555, IN SAMPSON
COUNTY, NORTH CAROLINA.
ATC LEASE AREA IS SHOWN HEREON
SURVEY LEGEND
SURVEY LEGEND
2. EASEMENT BETWEEN MAE HARGROVE TROUBLEFIELD, WIDOW AND PROGRESS ENERGY CAROLINAS, INC., A NORTH CAROLINA PUBLIC SERVICE
CORPORATION, DATED JUNE 11, 2003 AND RECORDED AUGUST 3, 2004, IN BOOK 1550 PAGE 807, IN SAMPSON COUNTY, NORTH CAROLINA.
— — EXISTING PROPERTY
_ UTILITY POLE OHW — OVERHEAD WIRE
Work Coordinated By:
DOES NOT AFFECT ATC LEASE AREA
— — EXISTING ADJ. PROPERTY
,
— — — — — — EXISTING EASEMENT
HH — HAND HOLE — UTILTY BOX
EXISTING CHAINLINK FENCE
B — ELECTRIC METER 1B — ICE BRIDGE
•
:�: ` •'•' •� " • • EXISTING GRAVEL
"OHWM" FLAG — HIGH WATER MARK
EXISTING TREELINE
"TOB" FLAG — TOP OF BANK
P.O.B. — POINT OF BEGINNINGCqX-LENIN
"WP" FLAG — WETLAND BOUNDARY
P. 0. C. — POINT OF COMMENCEMENT
National Land Survey Consultants Know what s below.
RIW — RIGHT OF WAY
CPP — CORRUGATED PLASTIC PIPE
[e-mail]
781-640-3309• www.coxievin.com Call before you dig.
CIL - CENTER LINE
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 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 PRELIM LKC 11.6.17
ATC SITE NUMBER:
97539
ATC SITE NAME:
GIDDENSVILLE NC
SITE ADDRESS:
NEAR INTERSECTION OF GIDDENSVILLE AND
HWY 40, FAISON, NC 28341
THIS IS TO CERTIFY THAT THE UNDERSIGNED AT THE REQUEST AND FOR
THE EXCLUSIVE USE OF AMERICAN TOWER CORPORATION HAS PERFORMED
THIS AS -BUILT SURVEY OF THE ATC LEASE AREA ONLY, FROM THE RECORD
SOURCES AND ACTUAL FIELD SURVEY ON NOVEMBER 1, 2017 IN
ACCORDANCE WITH THE MINIMUM STANDARDS FOR PROPERTY BOUNDARY
SURVEYS. ALL LINEAR AND ANGULAR VALUES SHOWN ARE BASED UPON
DEED OR RECORD INFORMATION UNLESS OTHERWISE NOTED.
DATE OF PLAT OR MAP: NOVEMBER 6, 2017
1 CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION
RECORDED IN BOOK 877, PAGE 201; THAT THE RATIO OF PRECISION OR
POSITIONAL ACCURACY IS GREATER THAN 1:15,000; AND THAT THIS MAP
MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND
SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600).
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IN THE STATE OF NORTH CAROLINA = L-5247
FOR THE USE AND BENEFIT OF
LMS SURVEYING LTD
LMS SURVEYING LTD
Professional Commercial & Residential Land Surveys
P.O. Box 65 • Sharon Center • OH • 44274
330.329.6812 / [e-mail]
DRAWN BY:
LKC
APPROVED BY:
TRD
DATE DRAWN:
11/06/2017
JOB NO:
B-170756
AS-BUILT/TITLE AND
BOUNDARY PLAN
SHEET NUMBER: 1 OF 3
REVISION:
V-101
0

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NIQ
I GEORGIANA, LLC
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0 22In I-.59' (AS—SURVEYED) � -Z \ � E .76' (TIE)_—
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N = N \ APN: 13015495201
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P.O.C. ATC LEASE AREA
P.O.C. ACCESS & UTILITY EASEMENT—
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o (AS—SURVEYED) ' \ ° 90 — (AS—SURVEYED) — SHADED
(AS -SURVEYED) _ _ _ - -� o FIELD PARENT PARCEL
_ \ 2, 467 SQ. FT 0.567 ACRES MAE H. rRouBLEFiELD
!
P.O. B. ACCESS & UTILITY SEMFQLT — — — — N \ \
APN: 13102516011
N 83°08' 1 1 " E V \ \\ P.O.B. UTILITY EASEMENT #7 BOOK 877, PAGE 201
\ N 83°OS' 1 1 " E
18.07' \ ° V (AS—SURVEYED)
0. 0' --�� 76°36`30' E-------— ------- ___ 93.39' FIELD
---- — 200.49' N'70°16'46" E - 121.35 �?\ S 72°35'34" W 219.86' S18°10'44"E I N 18,10'44" W
RA VEL R0
I I - —
- - - - - - - - - -
I�3x cl� N 12°2736 "W
I 29.10'
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FIELD
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S 74 °2255 " W 353.41 ' —
N/F
GEORGIANA, LLC
APN: 13101128004
BOOK 1803, PAGE 180
AS—PROVIDED ACCESS
& UTILITY EASEMENT
L — — — 5/8" RE -BAR FD.10.00
10.00'
— — — — —N 72°3534" E-273.45'
- ---- ---------
H
OHW OHW - OHW - OHW OHW- OHW OHW --c:ED— OHW
— — N 72° 55 33 4 E 219.86'
---- ----------------------rt
3*08'11'E -----------�
1 8.04' S 72°3534' W 195.54'
S 18° 10'44 " E
S
'08,11" W S 8,3'08'11 " W FIELD 10.00'
143. 9' 54.65'
IE)
— — — — — — N 66'2018 E 193_ ��--
PARENT PARCEL
MAE H. TROUBLEFIELD
APN: 13102516011
BOOK 877, PAGE 201
N 72°37'03" E 989.81'
OHW OHW OHW — OHW OHW OHW OHW OHW OHW OHW —
GRAVEL
ACCESS & UTILITY EASEMENT
(AS—SURVEYED)
62,4J,3 SQ. FT 1.433 ACRES
FIELD
S 72°37'03" W 987.95'
OR
FIELD i�
N 78°08 28 E cn FIELD
71.66' \ FIELD
N 72°37'03" E -989.81 o,\
_ _ _ _ _ N 72°3359 " E 335.60'
OHW- OHW OHW- OHW OHW OHW OHW- OHW OHW- OHW- OHW �— — -------------------------------
--------- OHW OHW OHW OHW OHW OHW
—--——— — — — — ——
� m
N
S 72°37'03" W 987.95' — _ _ _ _ — — GRAVEL ROAD ---------- S 55°40'08" E
------------
-—
—_—_— -------------------- 44.56'
30' ACCESS & UTILITY EASEMENT S 78°08'28" W a — — — — ——�'3'S9"—W-142 = — — — — — — — — — —
(AS—SURVEYED) FIELD 123. 14'
62, 433 SQ. FT 1.433 ACRES
FIELD /
X
SURVEY PLAN
0 100'
SCALE: 1 "=100' (11X17)
1"=50'(22X34)
200'
VWork Coordinated By: ,
ti
Atl
COX LEVIN
National Land Survey Consultants Know what's below.
surveys@.coxievin.com
781-640-3309 ° www.coxievin.com Call before you dig.
,A0
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 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
Ao PRELIM LKC 11.6.17
0
ATC SITE NUMBER:
97539
ATC SITE NAME:
GI DDENSVI LLE NC
SITE ADDRESS:
NEAR INTERSECTION OF GIDDENSVILLE AND
HWY 40, FAISON, NC 28341
LMS SURVEYING LTD
Professional Commercial & Residential Land Surveys
P.O. Box 65 • Sharon Center • OH • 44274
330.329.6812 / [e-mail]
DRAWN BY:
LKC
APPROVED BY:
TRD
DATE DRAWN:
11/06/2017
JOB NO:
B-170756
AS-BUILT/TITLE AND
BOUNDARY PLAN
SHEET NUMBER: 2 OF 3
REVISION:
V-1 02
0

SEE SHEET V-101
FOR COMPOUND
DETAIL & PARENT
PARCEL DETAIL
Rp
LLI
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J
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CQ
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_ OHWM 2A- I
PARENT PARCEL
MAE H. TROUBLEFIELD
API: 7,5102516071
BOOK 877, PAGE 201
FIELD
TOB 2A-7
�OHWM 2A-2
/nI 2A-3
TOB 2A-2
TOB 2A-3
�l
T0i
CARY, NC 27518
PHONE: [phone]
OHWM 2A-4
-
SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE
EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND
OHWM 2A-5
-
OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER OR
TOB
TOB 2A-4
EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL
OHWM 2A-6
TOB 2f
TOB 2A-5�
PRIOR ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE
II OHN
WP5 WP4 APF
WP6 Q WP3
s �
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WP7 WP2
WP8 DATA WP 1
POINT O DATA
POINT
1�
OHW OHW OHW��-O"W OHW OHW OHW —
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FIELD
ULUHGIANA, LLC
API: 13101128004 I
BOOK 1803, PAGE 180
;�- — — 167 =
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N/F
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ZAPIC• 13101128004
FIELD BOOK 1803, PAGE 180
169
— — — — — — — — — — — — — — — — — — — — --- — — —
W H OHW—OHW—OHW----OHW---- OHW OHW
�LD
— — — — — — — — — --
------------------------------------------------------
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- OHW ---�- OHW OHW , OHW OHW OHW OHW O— W OHW _OHW - {` OHW
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------------------------- -
169 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
FIELD
X69 /
Work Coordinated By:
EXISTING CONDITIONS PLAN
0 100' 200'
At COX LEVIN
National Land Survey Consultants
[e-mail]
SCALE: 1"=100'(11X17) 781-640-3309 • www.coxievin.com
1"=50'(22X34)
Wo
LU
Z_
J
U
Q
Know what's below.
Call before you dig.
'it
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 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\ PRELIM LKC 11.6.17
0
ATC SITE NUMBER:
97539
ATC SITE NAME:
GI DDENSVI LLE NC
SITE ADDRESS:
NEAR INTERSECTION OF GIDDENSVILLE AND
HWY 40, FAISON, NC 28341
LMS SURVEYING LTD
Professional Commercial & Residential Land Surveys
P.O. Box 65 • Sharon Center • OH • 44274
330.329.6812 / [e-mail]
DRAWN BY:
LKC
APPROVED BY:
TRD
DATE DRAWN:
11/06/2017
JOB NO:
B-170756
EXISTING CONDITIONS
AND TOPOGRAPHY PLAN
SHEET NUMBER: 3 OF 3
REVISION:
V-1 0 3
0

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
ON
EXCLUSIVE 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 OWSITE 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
AA PRELIM KL 11/17/17
© ENVIRO COMMENTS KL 01/23/18
0
0
0
ATC SITE NUMBER:
97539
ATC SITE NAME:
GIDDENSVILLE NC
SITE ADDRESS:
NEAR INTER OF GIDDENSVILLE AND HWY 40
FAISON, NC 28341
SEAL:
PRELIMINARY:
NOT FOR
CONSTRUCTION
DRAWN BY: KL
APPROVED BY: KRF
DATE DRAWN: 11/17/17
ATC JOB NO: 12169181
OVERALL SITE PLAN
SHEET NUMBER:
REVISION:
C-101
B

STREAM DISTURBANCE TABLE
ITEM
TOTAL
TOTAL
Stream Impact (LF)
Area of Disturbance (AC)
5.0
Disturbance Below OHWM (AC)
0.051
0.001
Fill below OHWM (CY)
Temporary Fill in Wetland (CY)
0
Soil Mass Removed below OHWM
STA 17+50 TO 18+00 (4
0
(CY)
M
+-Oo
Temporary Fill in Stream (CY)
±0%
245
Upland Area (Above OHWM) to be
REV. DESCRIPTION BY DATE
034
Disturbed (AC)
L
PROPO
EXISTING STREAM OHWM
(DELINEATED BY OTHERS)
-RAP (18"
THICK)
GIDDENSVILLE NC
I
1
o
EXISTING 12" CPPL-�
WETLAND DISTURBANCE TABLE
164
TOTAL
Wetland Impact (LF)
5.0
Area of Disturbance (AC)
0.001
Upland Area (Above Wetland
Boundary) to be Disturbed (AC)
0.051
Fill in Wetlands (CY)
0
Temporary Fill in Wetland (CY)
213
EXISTING 30' INV UP: 762.30 l00
ACCESS & \ o °o
UTILITY 9\
EASEMENT °o
\ °o
! 0°9..°00
EXISTING !
°
ACCESS l' 00001
ROAD STABILIZE DISTURBED G---- o�
BANK AREAS WITH R-4
RIP -RAP (18" THICK)
TOTAL PROJECT 16E
DISTURBANCE (AC)
0.087
167
16E
16`
PROPOSED TEMPORARY STREAM
164
DISTURBANCE: INSTALL SAND BAGS 3
3500 REGENCY PARKWAY
AND USE PUMP TO BYPASS WATER
CARY, NC 27518
C-501
(TO BE REMOVED ONCE
COA: P-1177
CONSTRUCTION IS COMPLETE)
SPECIFICATION AS INSTRUMENTS OR SERVICE ARE THE
EXCLUSIVE PROPERTY OF AMERICAN TOWER. THEIR USE AND
16:
IMPROVE ACCESS ROAD
—
STA 17+50 TO 18+00 (4
+-09
C-501
M
16'
I CULVERT STREAM PROFILE 160
----44 — 0 20' 40' w
168
167
166
165
164
163
162
161
160
200+00 200+10 200+20 200+30 200+40 200+50 200+60 200+70 200+80 200+90 201+00
/- SCALE: 1"=2' (11X17) VERT. 1"=20' (11X17) HORIZ.
X0000000 °0 1"=1' (22X34) VERT. 1"=10' (22X34) HORIZ.
"-�- 00 0 o'o°�000e°o°
°06060^^,000ppp 000000a��_° _ 169 169
i-�-� EXISTING 72" CPP 000000°00 o°o°°O° 0
/ (TO BE REPLACED) / o°o°o°00 0000
000000,c o0
_ 000 _---
PROPOSED 30' OF 24" HDPE @ 2% SLOPE ° o°o __--
WITH R-4 RIP -RAP OUTLET PROTECTION_- o `I' N'
INV IN: 162.4'
INV OUT: 161.8' g o 7
C-501 °
=C - o
\ \ REPAIR SLIP IN ACCESS
ROAD AND BACKFILL
\ o (-600 SQ FT)
\ \ I
to
I I
EXISTING 12" CPP ^ w I
INV DOWN: 161.55'
CULVERT SITE PLAN
I
0 20' 40'
N
SCALE: 1"=20' (11X17)
1"=10'(22X34)
EXISTING WETLAND BOUNDARY
(DELINEATED BY OTHERS)
PROPOSEDLOD
(.099 AC)
168
167
166
165
164
163
162
w_
0
r;
m
AMERICAN TOWER®
EXISTING
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
+0%
GRAD
—
THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO
+-09
AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL
+-Oo
PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND
±0%
ISSUANCE OF THIS DRAWINGS SUPERSEDED BY THE LATEST
VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
AA PRELIM KL 11/17/17
AB ENVIRO COMMENTS KL 01/23/18
L
PROPO
ED GRADE
R-4 RIP
-RAP (18"
THICK)
GIDDENSVILLE NC
SITE ADDRESS:
NEAR INTER OF GIDDENSVILLE AND HWY 40
FAISON, NC 28341
SEAL:
PRELIMINARY:
NOT FOR
(TYP.)
CONSTRUCTION
DRAWN BY: KL
APPROVED BY: KRF
DATE DRAWN: 11/17/17
ATC JOB NO: 12169181
SITE PLAN
SHEET NUMBER:
Ds
C-102
B
PROPOS
D INV 162.4'
PROPOSE
HDPE CULVERT
I
I
0
co
0
co
SD
SD-
s
o
co
rn
co
rn
co
o
m
m
N
m
rn
m
o
m
m
PROPOS
IED 24" HDP
CULVER
PR
POSED IN
161.8'
w
o
M
w w
U�
M N
w
V
w
(D
w
M
w
w
w
W
168
167
166
165
164
163
162
161
160
200+00 200+10 200+20 200+30 200+40 200+50 200+60 200+70 200+80 200+90 201+00
/- SCALE: 1"=2' (11X17) VERT. 1"=20' (11X17) HORIZ.
X0000000 °0 1"=1' (22X34) VERT. 1"=10' (22X34) HORIZ.
"-�- 00 0 o'o°�000e°o°
°06060^^,000ppp 000000a��_° _ 169 169
i-�-� EXISTING 72" CPP 000000°00 o°o°°O° 0
/ (TO BE REPLACED) / o°o°o°00 0000
000000,c o0
_ 000 _---
PROPOSED 30' OF 24" HDPE @ 2% SLOPE ° o°o __--
WITH R-4 RIP -RAP OUTLET PROTECTION_- o `I' N'
INV IN: 162.4'
INV OUT: 161.8' g o 7
C-501 °
=C - o
\ \ REPAIR SLIP IN ACCESS
ROAD AND BACKFILL
\ o (-600 SQ FT)
\ \ I
to
I I
EXISTING 12" CPP ^ w I
INV DOWN: 161.55'
CULVERT SITE PLAN
I
0 20' 40'
N
SCALE: 1"=20' (11X17)
1"=10'(22X34)
EXISTING WETLAND BOUNDARY
(DELINEATED BY OTHERS)
PROPOSEDLOD
(.099 AC)
168
167
166
165
164
163
162
w_
0
r;
m
168
167
166
165
164
163
162
17+20 17+30 17+40 17+50 17+60 17+70 17+80 17+90 18+00 18+10 18+20 18+30 18+40 18+50
CULVERT ROAD PROFILE
J
0 20' 40'
SCALE: 1"=2' (11X17) VERT. 1"=20'(11X17) HORIZ.
1"=1' (22X34) VERT. 1"=10' (22X34) HORIZ.
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
+0%
t1%
—
THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO
+-09
AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL
+-Oo
PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND
±0%
ISSUANCE OF THIS DRAWINGS SUPERSEDED BY THE LATEST
VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
AA PRELIM KL 11/17/17
AB ENVIRO COMMENTS KL 01/23/18
L
EXISTING
GRADE
ATC SITE NUMBER:
97539
ATC SITE NAME:
GIDDENSVILLE NC
SITE ADDRESS:
NEAR INTER OF GIDDENSVILLE AND HWY 40
FAISON, NC 28341
SEAL:
PRELIMINARY:
NOT FOR
CONSTRUCTION
DRAWN BY: KL
APPROVED BY: KRF
DATE DRAWN: 11/17/17
ATC JOB NO: 12169181
SITE PLAN
SHEET NUMBER:
REVISION:
C-102
B
PROPOSE
HDPE CULVERT
24"
0
co
0
co
0
co
0
co
o
co
rn
co
rn
co
o
m
m
N
m
rn
m
o
m
m
168
167
166
165
164
163
162
17+20 17+30 17+40 17+50 17+60 17+70 17+80 17+90 18+00 18+10 18+20 18+30 18+40 18+50
CULVERT ROAD PROFILE
J
0 20' 40'
SCALE: 1"=2' (11X17) VERT. 1"=20'(11X17) HORIZ.
1"=1' (22X34) VERT. 1"=10' (22X34) HORIZ.
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 DRAWINGS SUPERSEDED BY THE LATEST
VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
AA PRELIM KL 11/17/17
AB ENVIRO COMMENTS KL 01/23/18
L
ILZ
ATC SITE NUMBER:
97539
ATC SITE NAME:
GIDDENSVILLE NC
SITE ADDRESS:
NEAR INTER OF GIDDENSVILLE AND HWY 40
FAISON, NC 28341
SEAL:
PRELIMINARY:
NOT FOR
CONSTRUCTION
DRAWN BY: KL
APPROVED BY: KRF
DATE DRAWN: 11/17/17
ATC JOB NO: 12169181
SITE PLAN
SHEET NUMBER:
REVISION:
C-102
B

STA 17+75
1 EXISTING CULVERT (LOOKING NORTHEAST)
I
STA 17+75
ACCESS ROAD (LOOKING NORTH)
STA 17+75
EXISTING STREAM (LOOKING NORTH)
STA 17+75
5 ACCESS ROAD (LOOKING SOUTHWEST)
J
STA 17+75
EXISTING WETLAND (LOOKING SOUTH)
J
STA 17+75
6
6 ACCESS ROAD (LOOKING NORTHEAST)
ll
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
Ilk, PRELIM KL 11/17/17
© ENVIRO COMMENTS KL 01/23/18
A
ATC SITE NUMBER:
97539
ATC SITE NAME:
GIDDENSVILLE NC
SITE ADDRESS:
NEAR INTER OF GIDDENSVILLE AND HWY 40
FAISON, NC 28341
SEAL:
PRELIMINARY:
NOT FOR
CONSTRUCTION
DRAWN BY: KL
APPROVED BY: KRF
DATE DRAWN: 11/17/17
ATC JOB NO: 12169181
PICTURES
SHEET NUMBER:
REVISION:
C-103
B
ll

8'-0" MAX
STEEL BARS
STABILIZE UPSTREAM
AND DOWNSTREAM ROADWAY EXISTING
BANKS WITH R5 RIP -RAP. STREAM
MIN 18" THICK BOTTOM
z EXISTING L�
g STREAM _
zo BOTTOM -----------
SECTION VIEW
CULVERT
USING "HOG RINGS" ROADWAY Z 24" HDPE @ 2% SLOPE
Z OR PLASTIC TIES z
SEDIMENT CONTROL
in FABRIC ATTACHED EARTH COVER
F� COMPACTED SOIL -
KEY 8" - 12" OF FABRIC <7N �Y BACKFILL EXISTING
O
INTO TRENCH
17 f___
STREAM
BorroM
NOTES
1. FABRIC WIDTH SHALL BE 30 IN. MINIMUM. STAKES SHALL BE HARDWOOD OR EQUIVALENT
STEEL STAKES.
2. SILT FENCE SHALL BE PLACED AT LEVEL EXISTING GRADE. BOTH ENDS OF THE FENCE
SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN FENCE
ALIGNMENT.
3. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATIONS REACH HALF THE ABOVE GROUND
HEIGHT OF THE FENCE.
4. ANY SECTION OF SILT FENCE WHICH HAS BEEN UNDERMINED OR TOPPED SHALL BE
IMMEDIATELY REPLACED.
5. FENCE SHALL BE REMOVED AND PROPERLY DISPOSED OF WHEN TRIBUTARY AREA IS
PERMANENTLY STABILIZED.
AMERICAN TOWER MASTER SPECIFICATION:
1. DIVISION 31 EARTHWORK SECTION 0312500 FOR EROSION AND SEDIMENT CONTROLS
1 SILT FENCE DETAIL
SCALE: NOT TO SCALE
EXISTING
EXISTING 12' STANDARD OR PER SITE PLAN GRADE
GRADE
4% 4%
GEOSYNTHETIC (SEE NOTE 5)
SURFACE COARSE:
6" DEPTH OF FULLY GRADED CRUSHED 1" STONE
COMPACTED SUB -GRADE MIXED WITH SOME SAND AND FINES FOR
COMPACTION (SEE NOTE 4)
NOTES:
1. SUBGRADE AND FILL SHALL CONSIST OF CLEAN SOIL. NO DELETERIOUS MATERIALS OR ORGANICS TO
BE USED. REMOVE ALL TOP SOIL AND ORGANICS BEFORE COMMENCING ACCESS ROAD OR A MIN.
DEPTH OF 6".
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. 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
4. 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.
5. GEOSYNTHETIC: APPROVED PRODUCTS ARE US FABRICS: US 315 AND TENCATE: 160N. CONTRACTOR
MAY SUBMIT DESIGN ALTERNATIVE AS OUTLINED IN THE AMERICAN TOWER MASTER SPECS.
6. GOOD SOIL CONDITIONS ARE FOR ROADS OVER SANDS, SILTY SANDS, GRAVEL, AND GLACIAL TILL OR
DIRECTLY ON ROCK. VERY STIFF TO HARD SOIL FEEL CONDITIONS. CBR BETWEEN 4.0 TO 6.0.
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 17+50 - STA 18+00
4 CROWNED ROAD ON RIDGELINE
SCALE: NOT TO SCALE
BACKFILL WITH EXISTING =
STREAM BED MATERIAL
PLACE LARGER ROCKS
NEAR CULVERT
NOTES:
1. CUT AND FILL SLOPES SHALL BE STABILIZED IMMEDIATELY UPON COMPLETION OF GRADING. THESE
AREAS SHALL BE BLANKETED OR USE RIP -RAP WHEREVER THEY ARE LOCATED WITHIN 50 FEET OF
A SURFACE WATER OR WHERE A SUITABLE VEGETATIVE AREA DOES NOT EXIST.
2. DISTURBANCE OF THE STREAMBED AND BANKS SHOULD BE LIMITED TO THAT NECESSARY TO
PLACE THE CULVERT. AFFECTED BANK AND BED AREAS SHOULD BE RESTORED TO PRE -PROJECT
CONDITIONS FOLLOWING INSTALLATION OF THE CULVERT AND THE STEEP BANKS SHOULD
STABILIZED WITH R5 RIP -RAP AND FLATTER BANK AREAS PLANTED WITH NATIVE VEGETATION,
CONSISTENT WITH THAT WHICH EXISTED PRIOR TO THE CULVERT INSTALLATION. SEEDED BANKS
SHOULD BE COVERED WITH MULCH TO ACCELERATE PLANT GROWTH.
AMERICAN TOWER MASTER SPECIFICATION:
1. DIVISION 31 EARTHWORK SECTION 0312500 FOR EROSION AND SEDIMENT CONTROLS
2 STREAM CULVERT PLACEMENT PROFILE
L SCALE: NOT TO SCALE
STREAM
BOTTOM
EXISTING STREAM
TOP OF BANK
SANDBAGS (TYP.)
EXISTING ROAD
EXISTING CULVERT
(TO BE REMOVED
AFTER SANDBAGS
AND PUMP ARE
OPERATIONAL)
PUMP
3 STREAM SANDBAG AND PUMP BYPASS DETAIL
SCALE: NOT TO SCALE
AMERICAN TOWER®
A.T. ENGINEERING SERVICE, PLLC
3500 REGENCY PARKWAY
SUITE 100
CARY, INC 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
A PRELIM KL 11/17/17
A ENVIRO COMMENTS KL 01/23/18
L
0
A
ATC SITE NUMBER:
97539
ATC SITE NAME:
GIDDENSVILLE NC
SITE ADDRESS:
NEAR INTER OF GIDDENSVILLE AND HWY 40
FAISON, NC 28341
SEAL:
PRELIMINARY:
NOT FOR
CONSTRUCTION
DRAWN BY: KL
APPROVED BY: KRF
DATE DRAWN: 11/17/17
ATC JOB NO: 12169181
CONSTRUCTION
DETAILS
SHEET NUMBER:
REVISION:
C-501
B

EXISTING STREAM OHWM
AMERICAN TOWER®
(DELINEATED BY OTHERS)
3500 REGENCY PARKWAY
SUITE 100
CARY, NC 27518
PHONE: [phone]
\ C
THESE DRAWINGS AND/OR THE ACCOMPANYING
Ioo' \
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
L °o
THE SPECIFIED CARRIER IS STRICTLY PROHIBITED. TITLE TO
_
l
EXISTING 30'
\
ACCESS &
\
UTILITY
ISSUANCE OF THIS DRAWING IS SUPERSEDED BY THE LATEST
EASEMENT
\
AA PRELIM KL 11/17/17
AB ENVIRO COMMENTS KL 01/23/18
EXISTING
IL0
ACCESS
INSTALLED R 4
CIVIL LEGEND ROAD
RIP-1!AP_(18" THICK)"
INSTALLED R-4 RIPRAP ___----
GIDDENSVILLE NC
-so so— INSTALLED CULVERT
NEAR INTER OF GIDDENSVILLE AND HWY 40
INSPECT 30' OF 18" HDPE @ 2% SLOPE
WITH R-4 RIP -RAP OUTLET PROTECTION- -
INV IN: 162.4'
INV OUT: 161.8'
r e� C-501
0
To
I I
IIN Co
Ito,
II I
op\Cop I 4 I I
� 1
o° I
o° I °
00 I oo�
Oo 1o
1 00 I 0000
\
0
0 ° 0000 \ ° 0000=/--
000Oe0 0°000 —�
000 °0
\
I / N
V
0 CULVERT SITE PLAN
I
0 20' 40'
SCALE: 1"=20' (11X17)
1"=10'(22X34)
INSPECT ACCESS ROAD eq
STA 17+50 TO 18+00 C-501
o
o
EXISTING WETLAND BOUNDARY
(DELINEATED BY OTHERS)
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
AA PRELIM KL 11/17/17
AB ENVIRO COMMENTS KL 01/23/18
L
IL0
ATC SITE NUMBER:
97539
ATC SITE NAME:
GIDDENSVILLE NC
SITE ADDRESS:
NEAR INTER OF GIDDENSVILLE AND HWY 40
FAISON, NC 28341
SEAL:
PRELIMINARY:
NOT FOR
CONSTRUCTION
DRAWN BY: KL
APPROVED BY: KRF
DATE DRAWN: 11/17/17
ATC JOB NO: 12169181
OPERATION &
MAINTENANCE PLAN
SHEET NUMBER:
REVISION:
C-601
B

OPERATION AND MAINTENANCE SCHEDULE:
SCHEDULE: THE SITE SHOULD BE VISITED ON A QUARTERLY BASIS. IF ANY OF THE ITEMS OUTLINED
BELOW ARE IDENTIFIED DURING THE INSPECTION AS A CONCERN THE CONSTRUCTION MANAGER
Y/N ACCESS GATE:
❑ • ACCESS GATE HAS AN APPROVED LOCK AND IS FUNCTIONING PROPERLY.
❑ • ENSURE NO UNAUTHORIZED VEHICLES CAN ENTER.
SITE GRADING:
❑ • SLOPE GRADES TO DIRECT WATER AWAY FROM ACCESS ROADS, BUILDINGS, COMPOUNDS, GUY
ANCHORS AND TO PREVENT PONDING.
❑ • EROSION CONTROL BLANKETS SHOULD BE USED ON ALL SLOPES GREATER THAN 3H:1 V OR
STEEPER AND WHERE POTENTIAL EXISTS FOR SEDIMENT POLLUTION TO RECEIVING SURFACE
WATERS
El
O APPROVED EROSION CONTROL BLANKET PRODUCTS FOR SLOPE STABILITY DESIGN ARE:
TENSAR: NORTH AMERICAN GREEN S75(3H:1V), S150(2H:1V), SC150(1.5H:1V)
PROPEX: LANDLOK S2(3H:1V), CS2(2H:1V), C2(1.5H:1V)
ACCESS ROAD:
❑ • STONE SHOULD HAVE A MINIMUM DEPTH OF 6 INCHES.
❑ • ENTRANCE SHALL HAVE A MINIMUM WIDTH OF 20' WIDE FOR A MINIMUM LENGTH OF 30' AND A 30'
RADIUS, IF POSSIBLE.
❑ • TRAVEL LANE SHALL HAVE A MINIMUM WIDTH OF 12' IN THE TANGENTS AND 15' ALONG THE
CURVES.
❑ • ROAD HAS A CROWN (4%) OR SUPER -ELEVATED PROPERLY.
❑ • ROAD HAS NO SIGNS OF RILLS, EROSION, OR WATER DAMAGE.
DITCHES:
❑ • A DITCH SHOULD BE APPROXIMATELY 2' WIDE, 1' DEEP CONSTRUCTED WITH 2:1 SLOPE ON
EITHER SIDE OF ROAD AS DESIGNED. IF A DITCH IS TO BE REPAIRED OR REPLACED THE DITCH
SHOULD BE 1.5' DEEP.
❑ INSPECT AND CORRECT 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
O DEWATER AND DISCHARGE TO AN APPROVED LOCATION AND RESTORE GRADE TO PROVIDE
POSITIVE DRAINAGE.
❑ • THE VEGETATION ALONG THE SURFACE OF THE DITCH SHOULD BE KEPT IN GOOD CONDITION,
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 (ASSUMING A 1' DEEP DITCH).
❑ • DITCHES LEADING TO CULVERTS SHALL BE LINED WITH RIP RAP OR NAG S75 EROSION CONTROL
BLANKET FOR A MINIMUM OF 200 FEET. IF ROAD GRADES EXCEED 10% RIP -RAP SHALL BE
INSTALLED.
CHECK DAMS:
❑ • INSPECT AND CORRECT CHECK DAMS WHEN SIGNS OF ALTERED WATER FLOW
(CHANNELIZATION, OBSTRUCTIONS, EROSION ETC.) ARE IDENTIFIED.
❑ • CHECK DAMS SHOULD BE HALF OF THE DITCH HEIGHT.
❑ • A CHECK DAM SHALL BE INSTALLED AT THE CULVERT TO PREVENT BYPASS FLOW.
Y/N WATERBARS:
❑ • ENSURE WATERBAR IS FUNCTIONING PROPERLY AND PREVENTS WATER FROM TRAVELING
DOWN THE ROADWAY.
❑ • SHOULD BE CONSTRUCTED AND MAINTAINED AT ACROSS SLOPE OF 2% AND DISCHARGE TO A
DITCH OR WELL VEGETATED AREA.
ROADSIDE CULVERTS
❑ • INSTALLED AT THE PROPER LOCATIONS AND SHOULD BE INSTALLED AT CONCENTRATED
UPSLOPE DRAINAGE AND ALL LOW POINTS.
❑ • SLOPES SHOULD BE WITHIN 2 TO 5% SLOPE.
❑ • CULVERTS SHOULD BE KEPT CLEAN AND ENSURE WATER FLOW.
❑ • CULVERTS SHOULD BE A MINIMUM OF 12" DIAMETER, AND A MINIMUM OF 1 FOOT COVER, SLOPE
RANGING FROM 2% TO 5%.
❑ • CULVERTS FROM ROADSIDE DITCHES SHOULD TREND TO A 60 DEGREE ANGLE WITH THE ROAD
CENTERLINE AND AVOID 90 DEGREE CROSSINGS.
❑ • A DOWNSTREAM EARTHEN OR STONE BERM SHALL BE INSTALLED AT THE CULVERT TO
PREVENT BYPASS FLOW.
ROCK OUTLET PROTECTION
❑ • SHALL BE INSTALLED ON LEVEL GRADE TO PREVENT SCOUR AND EROSION AT PIPE OR
CHANNEL OUTFALL.
❑ • DISPLACED RIP -RAP SHALL BE REPLACED
❑ • A MINIMUM LENGTH OF 8' IS REQUIRED
❑ • DEPTH SHOULD BE 1.5 TIMES THE STONE SIZE OR A MINIMUM OF 9"
❑ • STONE SIZE: AASHTO R-3 RIP RAP (3"-6" CLEAN STONE)
SEEDING. VEGETATION AND STABILIZATION:
❑ SITES SHOULD OBTAIN AND MAINTAIN AT LEAST 70% STABILIZATION. STONE IS CONSIDERED
STABILIZED.
❑ • FULL WIDTH OF EASEMENT IS CLEAR GROUND TO SKY
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
AA PRELIM KL 11/17/17
A ENVIRO COMMENTS KL 01/23/18
0
0
A
ATC SITE NUMBER:
97539
ATC SITE NAME:
GIDDENSVILLE NC
SITE ADDRESS:
NEAR INTER OF GIDDENSVILLE AND HWY 40
FAISON, NC 28341
SEAL:
PRELIMINARY:
NOT FOR
CONSTRUCTION
DRAWN BY: KL
APPROVED BY: KRF
DATE DRAWN: 11/17/17
ATC JOB NO: 12169181
OPERATION AND
MAINTENANCE
SCHEDULE
SHEET NUMBER:
REVISION:
C-602
B

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 ON-SITE 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
AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL
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
A PRELIM KL 11/17/17
THE SPECIAL INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GENERAL CONTRACTOR INSPECTION AND
ACCORDANCE WITH THE REQUIREMENTS OF THE SI CHECKLIST.
IL
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 CX
DURING CX
POST CX
PERIODIC
CONTINUOUS
AMERICAN TOWER WHETHER OR NOT THE PROJECT IS
EXECUTED. NEITHER THE ARCHITECT NOR THE ENGINEER WILL
REQUIRED
PROJECT. CONTRACTOR(S) MUST VERIFY ALL DIMENSIONS AND
ADVISE AMERICAN TOWER OF ANY DISCREPANCIES. ANY PRIOR
DOCUMENTATION AND SITE VISIT CONDUCTED BY AN ATC APPROVED SPECIAL INSPECTOR AS REQUIRED BY ATC AND OTHER
VERSION ON FILE WITH AMERICAN TOWER.
REV. DESCRIPTION BY DATE
A PRELIM KL 11/17/17
AB ENVIRO COMMENTS KL 01/23/18
0
IL
0
SPECIAL INSPECTION FIELD WORK & REPORT
AUTHORITIES HAVING JURISDICTION. INSPECTION PARAMETERS TO FOLLOW ATC'S STANDARD SPECIFICATION FOR WIRELESS
N
SI
GIDDENSVILLE NC
SITE ADDRESS:
NEAR INTER OF GIDDENSVILLE AND HWY 40
FAISON, NC 28341
SEAL:
TOWER SITES.
NOT FOR
CONSTRUCTION
ENGINEERING ASSEMBLY DRAWINGS
GC SHALL SUBMIT DRAWINGS TO SI FOR INCLUSION IN SI REPORT
N
GC
ATC JOB NO: 12169181
SPECIAL INSPECTIONS
WORKSHEET
SHEET NUMBER:
REVISION:
C-603
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
N
SI
STONE SHOULD HAVE A MINIMUM DEPTH OF 6". ENTRANCE SHALL HAVE A MINIMUM WIDTH OF 20' FOR A MINIMUM LENGTH OF
30' AND A 30' RADIUS, IF POSSIBLE. TRAVEL LANE SHALL HAVE A MIN. WIDTH OF 12' IN THE TANGENTS AND 15' AT THE CURVES.
ROAD INSPECTION
ROAD HAS NO SIGNS OF RILLS AND EROSION. ROAD IS PROPERLY CROWNED OR SUPER -ELEVATED. ALL DIMENSIONS AND
N
GC / SI
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 T COVER.
CULVERT INSPECTION
CULVERTS SHOULD BE KEPT CLEAN AND ENSURE WATER FLOW. UNLESS AT A LOW POINT ALL A DOWNSTREAM EARTHEN OR
N
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.
ALL SILT FENCE AND STAKES SHOULD BE REMOVED BY THE CONTRACTOR AFTER THE SITES HAS ACHIEVED STABILIZATION.
SILT FENCE INSPECTION
NO LONG TERM MAINTENANCE IS REQUIRED.
N
SI
SEEDING INSPECTION
SITES SHOULD OBTAIN AND MAINTAIN AT LEAST 70% STABILIZATION. STONE IS CONSIDERED STABILIZED.
N
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.
N
GC / TA
THE COMPOUND SHALL HAVE A MAXIMUM GRADE OF 5% AND A MINIMUM OF 1% IN ANY DIRECTION. A V MINIMUM GRAVEL
APRON AROUND THE COMPOUND WITH A DITCH INSTALLED PER THE PLANS SURROUNDING THE UP GRADIENT PERIMETER OF
COMPOUND INSPECTION
THE COMPOUND. THE DITCH SHALL FREELY GRAVITY DRAIN TO AN APPROPRIATE LOCATION WITH NO IMPACT TO DOWN
N
GC / TA
GRADIENT FEATURES SUCH AS THE ACCESS ROAD OR OTHER STRUCTURES.
EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES GREATER THAN 2H:1 V OR STEEPER OR AS DIRECTED BY LOCAL
REGULATING AGENCIES, AND WHERE POTENTIAL EXISTS FOR SEDIMENT POLLUTION TO RECEIVING SURFACE WATERS. SINCE
SLOPE STABILITY INSPECTION
ROCK SLOPES POSE LITTLE, IF ANY, POTENTIAL FOR EROSION, CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILL SLOPES
N
SI
DO NOT NEED TO BE BLANKETED.
POWER PANELS, DISCONNECTS, ATS, TROUGH, H -FRAME, CONDUIT AND GROUNDING SYSTEMS ARE IN CONFORMANCE WITH
POWER AND GROUNDING
THE DESIGN DRAWINGS
N
SI
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
N
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
N
SI
PHOTOGRAPHIC EVIDENCE OF SPECIAL INSPECTION, ON SITE REMEDIATION, AND ITEMS FAILING INSPECTION & REQUIRING
PHOTOGRAPHS
FOLLOW UP TO BE INCLUDED WITHIN THE SI REPORT. COMPLETE PHOTO LOG IS TO BE SUBMITTED WITHIN SI REPORT.
N
GC/Sl
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
SPECIAL INSPECTION NOT REQUIRED
GC- GENERAL CONTRACTOR CM - CONSTRUCTION MANAGER
TA - 3RD PARTY TESTING AGENCY ATC - AMERICAN TOWER CORPORATION
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
A PRELIM KL 11/17/17
AB ENVIRO COMMENTS KL 01/23/18
0
IL
0
ATC SITE NUMBER:
97539
ATC SITE NAME:
GIDDENSVILLE NC
SITE ADDRESS:
NEAR INTER OF GIDDENSVILLE AND HWY 40
FAISON, NC 28341
SEAL:
PRELIMINARY:
NOT FOR
CONSTRUCTION
DRAWN BY: KL
APPROVED BY: KRF
DATE DRAWN: 11/17/17
ATC JOB NO: 12169181
SPECIAL INSPECTIONS
WORKSHEET
SHEET NUMBER:
REVISION:
C-603
B