20170202 Ver 1_16-10-0015_NoSurveyReq_20170217

Project No:
WBS No.:
��/�`l
Federa!
ProjectTrackingNo. (/nternol [lee)
16-10-0015
HISTORIC ARCHICTECTURE AND LANDSCAPES
NO SURVEY REQUIRED FORM
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PROJECT INFORMATION
County: Moore
17BP.8.R.116 Document MCC
T e:
n/a Funding: � State
� Yes n No Permit NWP #3
Federal
Replace Bridge No. 25 over Jackson Creek on SR 1122 (Jackson Springs Road) in Moore
County. There will be an off-site detour but no work is anticipated on the detour route. Project
length is 0.09 miles. The existing cross-section is a 35 foot two-lane bridge with a 24 foot out-to-
out width and the proposed cross-section is a 55 foot two-lane bridge with a 33 foot out-to-out
width. Easements are required for this project.
ur rii�ivtu�
r.�►i �� n:�u �l.i�:� r or.�:� r�i � a.,
Descrintion of review activities, results, nnd conclusions:
Review of HPO quad maps, HPOweb GIS mapping, historic designations roster, and indexes
was conducted on 10/18/16. Based on this review, there are no existing NR, SL, DE, LD or SS
properties in the Area oF Potential Effects (APE). Moore County taac records indicate that there
are two parcels within the APE that contain properties over the age of fifry years old. One is a ca.
1950s farm according to tax records located to the far northeast of Bridge No. 25 (only the parcel
land is within the APE) and the other contains two ca. 1940 properties: a brick one-story house
and a wood frame one-story house. None of these structures themselves fall into the APE (even
though their parcels do). The closest of these structures, the ca. 1940 frame dwelling, sits
approximately 380 feet to the southwest of the bridge. Accarding to design plans this structure
will not be impacted by construction activities. Built in 1965, Bridge No. 25 has not yet been
evaluated for eligibility to the National Register of Historic Places (NRHP) according to the
North Carolina Historic Bridge Inventory conducted in 2005 due to insufficient age. However,
according to Google Street View it appears to be a standard bridge design that is not
architecturally or historically remarkable. The APE is located near the community of Jackson
Springs and consists of light residential development and heavily wooded areas. Therefore,
because there are no potential historic properties within the APE and because design plans show
that no structures or significant landscaping will be impacted, a survey is not required for this
project.
Xislaric Archifedure andlandseopes NO SURVF.YRF.'QUIRGD form fw Minor 7Ynnspa�mtion Projects as Qun(ifieJ in �he 2007 Progsammalic Agseemenf.
Page 1 of 2

Wlev the nvailnble informntion provi�les a re/inble bnsis for rensonnb[v »rer/ictinp 1/e�t !/eere
are no �nridentiTed siQniRcant Gistoric architecdural or Inudscnpe resources in Nee proiect
area:
HPO quad maps, HPOweb GIS mapping, Google Street View, Google maps and Moore Coimty
property records are considered valid tools for the purposes of determining the likelihood of
historic resources being present A sutvey is not required for this project.
SUPPORT DOCUMENTATION
�Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes -- NO SURVGY REQUIRED
l0/�5
I Iistorian Date
Bridge No. 25, Jacksan Springs Ron�l Moore County, NC, facing ives7. buage vin Goagle Sh•eet Vieiv.
/lis(oric Ardiitecrtve and /nndscapes NO tiU/tV/iY ftliQUl!lfiDfm�m for Afinor Transpormtiwi Projecls ns Quolifled fn ihe 2007 Prograntmmle Agreeme�iL
Page 2 of 2

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�} MOORE COUNTY
ILOC.4TION: BRIDGS NO. 620025 ON SR 1l22 (JACKSON SPRIA-'GS RD.)
OVER JACKSON CREEK
"�-i TYPE OF WORlC: GRAD7NG, DRAINAGE, PAVlNG AND STR UCTURE
rxo�ccr tEn�crx
LENGTN ROA�WAY PROIFR s O.OJS MLLE$
LENGTH STRUQURFS PROIECi = 0.010 MILES
TOTAI LENGiH PROIECT = 0.085 MLLES
NCDOT CO.NTACD TIM WE�CH PE
RIGIfJ OF 11'dl' D.VTE' TpqCY N.Pl�RROT PE
IDLV 2016 '•'�"""^•nvm x nCs1cN
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�ECEMBERl016 rvurt�.�unv�.nn.n�.urx
17BP.8.R.776
TO $R 1004
�HOFFMAN RD.j
INCOMPL6QE'PLASS

BOL'NDARI£S AND PFOPERTI:�
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Proposed RIgF� of Way Line wnF �
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Pmpo:ed ConbolofAcas: pne witM1 �
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Propmed Temporury Constronlo� Easamen�- —[—
Proposvd Tempomry Oroinage Eosemenl— —m[—
Pmposed Permonenl0rainoge Eosemenl— —me—
Propmed Permpnem Om noga / Utiliry Eosemwt—oue—
ProOo:ed PnmonrntU6hty Eosemenl — —mc—
Propmed Temporary O�Illry Eme�+�m— —me—
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ban Pin ond Cop Mmke�
ROADS IIN� R6L1T6D F�9IURES.�
Fniving Edge a(Pwomem -----
Exlsring Curb -----
P�opmed Slope S�okes Ca� -- E---
Pmposed Slope Smkes Fill -------
PmpoSed Cur6 Romp �
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vmposed Gwrd.ail s ` ' '
61:ti�g Cobb Wide.oil "
Pmeasod Coble Guidemil
Equoliry Symbal Q
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VEGETitTIOM
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Single SM1mb o
Hadgc
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MINOR
eead o�d E�d wall
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aa.�a onm w�m.
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uriu�res:
POWEF:
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Praposed Powar Pole
&ie�in9 loinl Usc Pole
Pmpozed laim Use Pole
PowcrMonhole
Po.e� u�� Tow�.
Powcr Transformm
tLG Power Coble Mand Nole
M-Fmmc Pale
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lYG PowvLinc LOS � (S.LLE')
iELEPHONE.
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a �
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Proposnd TolopFonc Palo O
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LLG TAcphone Cable LOS B �S.UE•�— ---�----
lLG Tclephone Cable LOS C �S.LLE'� ---�--
lLG Telephane Cnb�e LOS D IS.LLE •� — �
UG Tulcphonc Cond�i� LOS e �S.V.E.'I ----+----
ILG Tcicphane Candui� LOS C ISAE'I— -- -^_ __
ua rd�pno�e ea�amnos o ls.uE 9— •_—
IYG Fibc�Opii¢Coble LOS B �S.l1.E')— ----�•.---
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lYG fibcr Oplics Coble LOS D �5 LLE'�— "'
eaiac xo.szwzs
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Wo�e� Mele� O
wo�e� voti� w
Waler HYdmnl O
LYG Wo�e� Line LOS B �SA.E•� --------
L�G Wo�m linc LOS C(S.UP'� -----
LLG Wo�m li�e LOS D �S.LLE'� —•
Abovo Gound Wom� Line �
N
rv Pedcual f0
N Towcr �
OF. N Coble Hond Holo �
lLG N Coble WS B ISA.f'� ---^---'
LLG N<ebb t05 C IS.LLE.•J ---+---
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LLG FiherOOiicCoble LOS B (5.0.E'� — ----"^---
lLG Fibc.Op�i<Cable LOS C (Sll.E') --^�•--
lYG FIbo.Op�lc Coblc LOS � �S.LLE'�— —^^
GA5
Gas Valvc 0
Gas me�e� �
ILG Gos line LOS 6(SLLE.'� --•----
lW Gas li�e LOS C �S.LLf.'� --^---
tYG Gas li�c l05 0(S.U.EJ) —•—
hbove Ground Gos Line �
SANIiARY SEWER'
Sonira�y Sewc. Mo�Aolc �
Sonl�a�y Scwv Cleo�om p.
LLG Snnnory Sewer Gne —..
Rbove Grovnd Sani�ory Sewer
35 Fmced Moin tine LOS 0 �S.LLE'� ------___.
55 Pormtl Moin Llnc LOS C �S.LLE'� ---...---
SS Fmced Moin Linc LOS � �S.0 E•�— —.,.
mISCELUNE0U5�.
Uliliry Pale �
lll�lip Palc wiiF Bose p
U6fry Lom�ed O61M c
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lYG iod Molc l05 A �SLLE •� p
Abondoned Aaa.ding �a Nillry Nem.ds — qp7pp
End oflnlormv�ion EO.I.

PFlVEMENT SCHEOULE
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VARIABLE
SLOPE
SEE
X-SECTIONS
eRixc xo. szoozs
TYPICAL SECTION NO. 1 USE NPICAL SECTION NO. 1
-L- (SR ➢Y2) -L- STA 16+25.00 TO STA t]+68.00
-L- STA 19+]3.00 TO STA 20-J5.00
� —L-
7YPICAL SECTION NO. 2 USE NPICAI SECTION NO. 2
-L- �SR 11YY� -L- SiA 1J+68.00 TO STA 1N9].00
-L- STA 19+48.00 TO STA 19+J3.00

PAVEMENT SCHEOULE
C1 2"" SF9.SA
C2 VAR. SF9.SA
�1 3" I19.�8
D2 VAR. I19.0B
Ei 5.5" B25.08
E2 VAR. B25.08
T EARTH MATERIA�
U E%. PAVEMENT
V VAR. MILLING
W WEOGING
VARIABLE
SLOPE
SEE
%-SECTIONS
� -L-
I
O
GPADE TO THIS LWE '
TYPICAL SECTION NO. 3
-l- ISR 112Y�
� -L-
BHiOG£ x0.62dJ25
VARIABLE
SLOPE
SEE
USE TYPICAL $ECTION NO. 3
-l- STn 1]+93.00 TO STn 1B+43e �9EGIN BRIDGE�
-I-SiA 18+98x �END BRIDGE�TO STA 19+A8.00
MIN
33' OUT_TO-OUT WIDTH �
9 YRESi0.EIIED CONC COPED SIAB VNRS
BRIDGE TYPICAL SECTION USE BRIDGE TYPICAL SECTION
FOR BRIDGE OVEF IACKSON CFEEK -l- STA 18+43x �BEGIN BRIDGEI TO STA 18+98-- (ENp BRIDGE�

9T.#T� OF VORTH CAROLINA -
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GUARDRAIL � Sl7MMARY
LlST OF PIPES, ENDW.9LLS, ETQ (FOR PIPES 48" Cy UNDER)
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SUMMARY OF EARTHWORK
,x cuarc r,�s
uucwssirieo
wcnriou exuvnnou uNo[acur uner.xsr; aoanow wnsre
�-srn.:a+u.oa ro ie+naoa za xu mz
�_ s1n. ie. vn o0 10 m, �s.00 as a> >a
1orn� ee zea ne
[mmwreo sno��oex mNsxurnov
PROIER TOTA6 68 ]06 98
5°6 TO PEPIACE iOP SOIt 9
GGN� TOiALS 6B IB! 1:9
SnY >5 35f
PARCEL INDEX
rnace� No. owvea nre nzu �sr� nxu �nq
PAVEMENT REMOVAL SUMMARY

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WS.:(EV.VAW ]826 f( '+
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12 t3 1^ 15 16 1] 18 �9 20 Zl 22 23

Mooie County, NC
PaNso:000zaeio
TOWNSHIP:
VUNCANNON, CECIL BRADLEY JR
Cil�t'HC,t@YIStICS
Card #:
Vatuation Me�hod:
Story HeighC
Constmctian:
Style:
Sq Fl Liv Area:
Main Footprint:
Override Model:
Record Type:
Year BuilC
% Complete:
Grade:
Grade Factor:
CDU:
Effective Year:
Year Remodeled:
Kitchen Remodeled:
Balhroom Remodeled:
Lower Level:
Bsmt Foundation:
HeaC
Healing Fuel Type:
System
Al�ic:
Roof Material:
Physiral Condition:
Interior VS Exterior Condition:
Building Use Code:
Livinc� Accommodations
Tota1 Rooms:
Bedrooins:
Family Rooms:
Full Balhrooms:
Half Baths:
Additional FixWres:
Tot21 Fixtures:
GRM
Economic Rent
Units.
GRM Factor
GRM Value:
Miscellaneous:
PicWre #:
�tI1Cf �'�C!.�fili'CS
Masonry Trim
Masonry Trim Wdth�.
Masonry Trim Lenglh:
Masonry Trim Area�.
Masonry Trim Value�.
Unfinished
UnLnished Witlih:
Unfinished Length�.
Q'fVNAME: JFlCI(SOid S?RING'S
1
D : Dwelling Valuafion
1 : 1 STORY
7 : BRICK
01 : CONVENTIONAL
1,250
1,040
R : Real Property
1940
C-
95
FR
3: Partial
04 : Perim Ft
4 : CENTRAL HEAT & AC
1:GAS
1: WARM AIR
3 : 20 % ATTIC GFA
06: Composition
3:AVERAGE
2:SAME
7
3
0
1
1
2
7
Page 1 Ot 1
iizs �ncusorv snatruss
NBND:601C
ROLL 6tEAL
1 of 2
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Mooic County, NC
PAF2ID: 00028970
70WNSNTn:
VUI�dCAPdNON, CEGTL BRAflLEY 7R
�;i1:iYeiC1E!tISiICS
Card #:
Valuation Method:
Story Height:
ConsUuction:
Style:
Sq Ft Liv Area:
Main Poolprint:
Override Model:
Record Type:
Year Built:
% Complete:
Grade:
Grede Factoc
CDU:
Effective Year:
Year Remodeled:
Kitchen Remodeled:
Bathroom Remodeled:
Lower Level:
Bsml Founda�ion:
Heat:
Heating Fuel rype:
System:
A�tic:
Roo� Material:
Physical Condition:
Interior VS Exterior Condi�ion:
Building Use Code:
Living Accommodations
Total Rooms:
Bedrooms
Family Rooms:
Full Bathrooms:
Half Baths:
Addi�ional FixWres:
Tolal Fixtures:
GRM
Economic Rent:
Units.
GRM Factoc
GRM Value:
Miscellaneous:
PicW re #:
C)tt�er Features
Masonry Trim
Masonry Trim Wdth:
Masonry Trim Lenglh:
Masonry Trim Area:
Masonry Trim Value:
Unfinished
Unfnished Width:
Unfnished Length:
CSTYNAMF; JACK,bN 9PRLNGS
2
D : Dwelling Valuation
1 : 1 STORY
1:WOODFRAME
07 : CABIN
1,100
944
R : Real Pmperty
1940
D+
85
FR
3: Partial
04:Perim Ft
4 : CENTRAL HEAT & AC
1:GAS
1: WARM AIR
1:NONE
03 : Metal
2:GOOD
2:SAME
5
2
0
2
0
2
8
3204 019
Page 1 ot Z
1725 7ACKS4N SPRIMf,S
NHiiD:601C
720LL: REA�
2of2
1 of 2
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