NCG140463_Applicaiton Site Plans and Calcs_20180626

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NO. REVISION DATE °RET' ion '
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512 t,Q, K PM°
DATE" 2/13/ '
DATE: : 12/1J/2018
1938 S. WILMINGTON ST.
CITY OF RALEIGH, WAKE COUNTY. NORTH CAROLINA
PLOT PLAN
PABST DESIGN GROUP, PA
EN GIN E E R I N G & CONSULTING
911 Paver°tnne Drive. Suite E, Raleigh, North Carolira 2751`5
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EROSION CONTROL DRAINAGE AREA MAP
Phone: 315 848.a"� I Far,. 915 A48.4395 i NC LICENSE NUMBER C 3211

Pabst Design Group, PA
911 Paverstone Drive, Ste. E
Raleigh, NC 27615
XIII. Wake County Soil Survey Map
Stormwater Impact Analyses
1938 S Wilmington St
Raleigh, North Carolina
PDG: 339-16
Raleigh Concrete, LLC
512 Nowell Raod
Raleigh, NC 27607

WAKE COUNTY, NORTH CAROLINA SHEET NUMBER 59
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Pabst Design Group, PA
911 Paverstone Drive, Ste. E
Raleigh, NC 27615
LUT
xi
USGS Map
Stormwater Impact Analyses
1938 S Wilmington St
Raleigh, North Carolina
PDG: 339-16
Raleigh Concrete, LLC
512 Nowell Raod
Raleigh, NC 27607

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Pabst Design Group, PA
911 Paverstone Drive, Ste. E
Raleigh, NC 27615
XV. Drainage Area Maps
xii
Stormwater Impact Analyses
1938 S Wilmington St
Raleigh, North Carolina
PDG: 339-16
Raleigh Concrete, LLC
512 Nowell Raod
Raleigh, NC 27607

, — _—/ — !l / — —
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FLOW PATH
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DRAINAGE AREA
(TO OFFSITE EX. DITCH)
6.16 ACRES
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LEGEND & SUMMARY TABLE
DRAINAGE AREA DRAINING TO OFFSITE DITCH
2.C7 ACRES OPEN SPACE, POOR CONDITION
CN•89
3.63 ACRES IMPERVIOUS AREA, PAVED
CN - 98
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0.52 ACRES IMPERVIOUS AREA, GRAVEL
IIJI
CN•91
NOTES:
1. SOILS ON SITE CONSIST MOSTLY OF Ma AND SOME ApB2, Ma SOIL
ASSUMED TO CLASSIFY AS HYDROLOGIC SOIL GROUP D,
CONSERVATIVELY.
2. EXIST NG DRAINAGE PATTERNS SHEET FLOW WATER OFFSITE TO
PUBLIC RIGHT-OF-WAY OF S. WILMINGTON ST. AND 1-40.
3. HISTORIC TOPOGRAPHY FROM 2004 SHOWN, PROVIDED BY THE
CITY OF RALEIGH.
4. CURVE NUMBER VALUES TAKEN FROM TR -55 MANUAL.
6 2018
IEAI�Lnip QJAt pry
GRAPHIC SCALE
( IN FEET 1
m-3cn
rN
DRAWING
SHEET
PRE -DA
PROJECT T N-
339-16

�— WALKER STREET
i
LEGEND & SUMMARY TABLE
DRAINAGE AREA DRAINING TO EX. CATCH BASINS
C. ACRES OPEN SPACE, POOR CONDITION
CN•89
0.38 ACRES IMPERVIOUS AREA, PAVED
CN • 9B
2.09 ACRES IMPERVIOUS AREA, GRAVEL
CN -91
so'oi-n ry'r i`rxY""" NOTES:
I. SOILS ON SITE CONSIST MOSTLY OF Ma AND SOME APB2. Ma SOIL
iASSUMED TO CLASSIFY AS HYDROLOGIC SOIL GROUP D,
! CONSERVATIVELY.
% 2. EXISTING DRAINAGE PATTERNS SHEET FLOW WATER OFFSITE TO
EXISTING STORM DRAIN SYSTEM IN THE WILMINGTON STREET
RIGHT -OF -WAV.
3. TOPOGRAPHY PROVIDED BY PTS LAND SURVEYING.
4. CURVE NUMBER VALUES TAKEN FROM THE TR -55 MANUAL.
GRAPHIC SCALE
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PROJECT NUMBER
339-16

Pabst Design Group, PA
911 Paverstone Drive, Ste. E
Raleigh, NC 27615
XVI. Nitrogen Loading Calculations
Stormwater Impact Analyses
1938 S Wilmington St
Raleigh, North Carolina
PDG: 339-16
Raleigh Concrete, LLC
512 Nowell Raod
Raleigh, NC 27607

Project
Project No.
Location
TOTAL NITROGEN IMPERVIOUS SURFACE REDUCTION SUMMARY
1938 South Wilmington Street Calculations by
339-16 Checked by
1938 South Wilmington Street Date
SAB
M.
13 -Dec -16
THE FOLLOWING TABLE SUMMARIZES THE AMOUNT OF IMPERV IOUS SURFACE IN EACH SUB -AREA FOR THIS PROJECT, BOTH ON-
SITE AND OFF-SITE IN ORDER TO DEMONSTRATE AN OVERALL REDUCTION OF IMPERVIOUS SURFACE
NOTE: ALL UNITS IN ACRES
PROJECT PHASE
ON-SITE
PRE= DEVELOP.
3.2
POST -DEVELOP.
2.58
NET CHA NGE
-0.62
0.62 1 NET CHANGE IMPERVIOUS (Ac)
FINDINGS:
IMPERVIOUS SURFACES SEE A NET DECREASE FOR THE PROPOSED IMPROVEMENTS. ACCORDINGLY, SINCE THE PROJECT
REDUCES NITROGEN LOADING COMPARED TO PRE-DEVELOPIVIENT CONDITIONS, THE DEVELOPMENT IS NOT SUBJECT TO ANY
FURTHER NITROGEN REDUCTION OR BUYDOWN PAYMENTS.

Pabst Design Group, PA
911 Paverstone Drive, Ste. E
Raleigh, NC 27615
XVII. Nitrogen Loading Maps
xiv
Stormwater Impact Analyses
1938 S Wilmington St
Raleigh, North Carolina
PDG: 339-16
Raleigh Concrete, LLC
512 Nowell Raod
Raleigh, NC 27607

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1938 S. WILMINGTON ST.
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Paaerstone D,e Suite E, RaielghNorth Ca i,n 27515
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Phone: [phone] Far.. 919 848 4395 1 NC LICENSE NUMEEP.. 0 3211
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OF RALEIGH, WAKE COUNTY, NORTH CAROLINAENGINEERING
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PROW 0014EM
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PLOT PLAN9`1
Paaerstone D,e Suite E, RaielghNorth Ca i,n 27515
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PRE—DEVELOPMENT NITROGEN LOADING MAP
Phone: [phone] Far.. 919 848 4395 1 NC LICENSE NUMEEP.. 0 3211

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ENGINEERING & CONSULTING
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tPa,—t— D—E. Suite E, Raleigh, North C—hn27575
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9,y 848 43991 Fax [phone]y5 NC LICENSE NUMBER 327'
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Pabst Design Group, PA
911 Paverstone Drive, Ste. E
Raleigh, NC 27615
XVIII. Recorded Plats
xv
Stormwater Impact Analyses
1938 S Wilmington St
Raleigh, North Carolina
PDG: 339-16
Raleigh Concrete, LLC
512 Nowell Raod
Raleigh, NC 27607

Property Owwar Certificate for NON.DEDICATI011
I ¢
(This included Boundary surveys and Recombination plats where no easements are being
Current Owner.
established)
'rhls plat or map Is not a subdivision. but a recombination of previously
Property Owners Certificate (Boundary and Recombination Plats): I
I I
This n ofllas and portents that the undersigned la (are) the sole ownered of thaw I
shown on the map or Plat and arty accompanying sheets having the In tee —{I—
platted property, and meats all statutory requirements for recording.'
acquired property
slmple by deed(s) recorded in the county register of deeds office where she is located r
I I- 8
and as such has (have) the Tight 10 Convey the Property in fee
'
shrole.W
�W_I
Book No.: 15112
1A. Td On 1,AOMOO—
4 .
-
RET.1
1
I I I / /
Page No.: 97
Planning and Development OfficerMake County Review Officer
S 8 tltlelposidon of property owner(s):
I I
rature(s)
�e�' f .. at �an-�l Gly l✓ I �
I a R I
.��.. N.a�Ir i�ra�r- �
d2X ANNUAL
PoCids.thdI�ar tiY� �,�•sa�F� L ._..1.._.._.._.._..J
L
�
STATE OFO`w`M �1
JhM
COUNTY
I certify that the 10110whg Perennial Personally appeared before me this day,
edmowledging to me that he or she volunlarlly signed4r-taragoi (oaff
purpose stated therein and in the capacity indicated: 1 ��a ll
1 hinted
I My commission
FLOOD PLAIN ORDINANCE
[vf FIRM PANEL 372001702
I ) OTHER
Approved BY:
THIS PLAT NOT TO BE RECORDED
AFTER t7 DAY OF gg A, 11
I COPY TO BE RETAINED FOR THE
CITY.
THIS PLAT IS® IN❑OUT OF THE
CITY LIMITS.
SURVEY NOTES:
1) The basis at north is HAD 63(2011) from a VRS, GPS survey. Vertical Datum
is NAVD 88.
2) A0 distances are horizontal ground distances, unless noted otherwise.
3) Areas Computed by coordinate geometry.
4) This survey does not include nor depict any environmental evaluations except
as shown.
5) Original field surveys Performed on July 6 8 July 7, 2018.
6) Flood Information: Potions of subject Parcel are located In special flood
hazard zones per Flood Insurance Rate Maps 37200170200) 8 3720.1703.011J,
Dated May 2.2006.
7) 314' ion pipes found or set at ad property comers unless otherwise noted.
8) Surveyor has meds no investigation or Independent search for easements of
record, encumbrances. restrictive Covenants, ownership title evidence or any
other facts that an accurate and Current tills search may disclose.
9) All easements, rightof-way's, buffers, setbacks and adjolners, etc.,
referenced from Plat Book 1998. Page 1529, otherwise noted.
10) The locations of underground utilities are based upon visible surface
evidence and records Provided by the owner. No excavations were made duringthe process of tills survey to locate buried utilities and / or structures.
Underground utility marking was not requested or performed by NC811 or other
sources for Bre Purpose of this survey. Additional utdides may be encountered.
All underground utitifies should be field located by the appropriate unity
company, prior to any construction or excavation on Of edioeem to the subject
property.
11)Temporary store piles or materials als were nsurveyed.
12) Storm sizes and connectivity from Wake GIS.
13) The billboard lease area Is pending receipt of
2013 Survey referenced in DB 15205, Page 731.
14) "Recombined Properties are subject to Stomwater Regulations under
Article 9.2 of the UDO'.
15) Stormwater review has accepted the gravelAmpeMous area under
Transaction M T-104660.
PARCEL INFORMATION
Recombination Certificate
' 7
Current Owner.
Ratio Reclamation LLC
'rhls plat or map Is not a subdivision. but a recombination of previously
1
Source of Title:
Deed Boric 15112, Page 197
platted property, and meats all statutory requirements for recording.'
)
- l I/` �I / I
Wake Courcy Pin:
Pins: 1703.60.1181 81702.69.1912
xB�til
/
Zoning:
IH W/SHOD-2
1A. Td On 1,AOMOO—
4 .
-
RET.1
1
I I I / /
ZONING` IH W/SH00-2
167,045 SF., 11.539 Ac.
FORMERLY 1926 s WLAUNMR ST.
Planning and Development OfficerMake County Review Officer
,;, -
ei
�TxRM/ls FUiIlRE f l4i7 y
Ohm lob7/1'
'•..o
d2X ANNUAL
filANfF [ A
Vicinity Mao
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R
/
OB 15112-197
LOT G BM 1996-1529
fx•
} lros�s)
OLD LOT UNE HEREBY Rh]IOtEI�
al rot
PIN: 170269.1912
/�1 I i y
N 69'41`01' E 107.811
4 :c)
/
PKS
MAKE COUNTY. NC
N 809347' W
H 74a,��`y�yD� fi
274aP
�®
L 71'
FROM PKF
LAURA N RIDDICK
a h
NAD 83(2011)
USE: WASTE RELATED
t 730201.67
E2,106,410.62
PKs O b�
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.. _.. .._.._.._.. �.. _.._..
------------
PRESENTED & RECORDED ON
w—
WALKER STREET
J r'
30' PUBLIC R/IKBII 1998-1529)
k—
Q l
ON
N] i
_ 30' ACCESS EASE(BY 1998-985)
x—x—x—Y—%_—x L 8.xl FxENCE('1 P) %
%—x—%—% Y
%—%—%
x—% x7 6
1
. ,,1. ,\ 1
— — — — —
— —
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/RET
/
N/F RALEIGH
RECLAMA17ON LLC
)
- l I/` �I / I
i i/�
�Pi e
/1
1 I
0915112-197
LOT B, 81,11 1996-1529
/
LIMITS OF
GRAVEL
n '
PIN: 170150.1181
� FLOOD
RET.1
1
I I I / /
ZONING` IH W/SH00-2
167,045 SF., 11.539 Ac.
FORMERLY 1926 s WLAUNMR ST.
/X A��
FENA FLOOD
t
ei
�TxRM/ls FUiIlRE f l4i7 y
d2X ANNUAL
filANfF [ A
�u
R
/
OB 15112-197
LOT G BM 1996-1529
OLD LOT UNE HEREBY Rh]IOtEI�
PIN: 170269.1912
/�1 I i y
N 69'41`01' E 107.811
22
/
ZONING: -z
198,810 S 1Z2
SF., 2288 Aa�(-
MAKE COUNTY. NC
/ NEW LOT 1
H 74a,��`y�yD� fi
274aP
�®
RALEIGH RECLAMATION
LAURA N RIDDICK
a h
/ ±165,855 S.F., ±3.81 Ac..
USE: WASTE RELATED
REGISTER OF DEEDS
PKs O b�
r N ^
S TY1.93
MON.
IRF
1, Ralph V. Pendergraph Jr., PLS,
certify that this map was drawn under my
supervision from an actual GPSIGNSS
survey o tie made under my supervision and the
following Information was used M perform the survey:
Class of survey: AA
Positional accuracy ® 95% Confidence: H:0.02S, V: 0.08E
Type of GPS/GNSS field procedure: RTIC( NCVRS)
Date(a) of survey: 0528, 07/06 8 0710712016
Daturn/Epoch: NAD ON2011) epoch 2010.00
PublishedMxed Control: NCVRS Network
Combined Factor. 1.000095754452
Units: US Survey Foot
Horizontal positions are MAD83WSRS 2011
Vertical Datum is NAVD 88
I ow* that this map was drawn under my supervision from an actual survey
made under my supervision (deed and description recorded in Books
referenced): that the boundaries not surveyed are dearly Indicated as drawn
tram Information found In Books referenced: that the ratio of precision Of
positional accuracy as calculated exceeds standards; That Mb Plat was
prepared in accordance with G.S. 47.30 as amendend.
I cw* to the following
Thai ass survey is a recombinason of existing peroeb and does not create any new lob
or rights of ways.
Wens my original signature, registration number and seal this 4th day of
October, 2016.
TRANS. # 484789
CASE #: R-114-16
CA 0 43 ZONING CASE #:
Z -27B-14 & Z -27-E
GRAPHIC SCALE
0 S SO 100
(IN FEET i
I Y 11 •!e IL
REVISIONS
0611912016 Pre lubm8lal review
082220161st submittal
09)292016 tat Submittal nevisiom
10/0412016 Mylar submittalfreview
Recombination Plat
of:
1928 81938 South
Wilmington Street
Raleigh, NC
"New Lot 1
Raleigh Reclamation"
Lots B 8 C
O'Neal Family Partnership
Book of Maps 1996, Page 1529
(Deed Book 15112, Page 197
Pins: 1703.60.1181 8 1702.69.1912
Raleigh Township
Wake County, NC
Prepared
for:
Raleigh Reclamation, LLC
Contact: P. Dan Pabst, PE
911 Paverstone Drive, Suite E
Raleigh, NC 27615
Office: 919.848.4399
PTS
Land Surver,3irg
PO Box 726 • Apex, NC 27502
Phons:(919) 6256980
www.ptsnc.com
October 4, 2016
1
. ,,1. ,\ 1
2or
NIF RECLAIGH
ON LLC
Q_
7
/
APPROXIMATE
)
- l I/` �I / I
OB 15112-197
LOT A. BM 1996-7529
/
LIMITS OF
GRAVEL
`;•1 I
/ / �. 1
/
PIN: 1703.50.8002
N/F RALEIGH
t
ei
RECLAMATION LLC
�u
R
/
OB 15112-197
LOT G BM 1996-1529
$
PIN: 170269.1912
22
/
ZONING: -z
198,810 S 1Z2
SF., 2288 Aa�(-
MAKE COUNTY. NC
.
LAURA N RIDDICK
REGISTER OF DEEDS
PRESENTED & RECORDED ON
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INTERSTATE
REC RALEIGH
RECLAMATION LLC c /
/
LIMITSF260'
LIMITS (
w• -40 U
a PUBLIC R/WraM 1996-1529)
OB 15753-740
GRAVEL /
"0.89 ACRES', /
�y11 IS
BM 1996-985 W J
PIN: 1702.59.6769 R
_ v1''+3� A INACCESSABLE POINT
S TY1.93
MON.
IRF
1, Ralph V. Pendergraph Jr., PLS,
certify that this map was drawn under my
supervision from an actual GPSIGNSS
survey o tie made under my supervision and the
following Information was used M perform the survey:
Class of survey: AA
Positional accuracy ® 95% Confidence: H:0.02S, V: 0.08E
Type of GPS/GNSS field procedure: RTIC( NCVRS)
Date(a) of survey: 0528, 07/06 8 0710712016
Daturn/Epoch: NAD ON2011) epoch 2010.00
PublishedMxed Control: NCVRS Network
Combined Factor. 1.000095754452
Units: US Survey Foot
Horizontal positions are MAD83WSRS 2011
Vertical Datum is NAVD 88
I ow* that this map was drawn under my supervision from an actual survey
made under my supervision (deed and description recorded in Books
referenced): that the boundaries not surveyed are dearly Indicated as drawn
tram Information found In Books referenced: that the ratio of precision Of
positional accuracy as calculated exceeds standards; That Mb Plat was
prepared in accordance with G.S. 47.30 as amendend.
I cw* to the following
Thai ass survey is a recombinason of existing peroeb and does not create any new lob
or rights of ways.
Wens my original signature, registration number and seal this 4th day of
October, 2016.
TRANS. # 484789
CASE #: R-114-16
CA 0 43 ZONING CASE #:
Z -27B-14 & Z -27-E
GRAPHIC SCALE
0 S SO 100
(IN FEET i
I Y 11 •!e IL
REVISIONS
0611912016 Pre lubm8lal review
082220161st submittal
09)292016 tat Submittal nevisiom
10/0412016 Mylar submittalfreview
Recombination Plat
of:
1928 81938 South
Wilmington Street
Raleigh, NC
"New Lot 1
Raleigh Reclamation"
Lots B 8 C
O'Neal Family Partnership
Book of Maps 1996, Page 1529
(Deed Book 15112, Page 197
Pins: 1703.60.1181 8 1702.69.1912
Raleigh Township
Wake County, NC
Prepared
for:
Raleigh Reclamation, LLC
Contact: P. Dan Pabst, PE
911 Paverstone Drive, Suite E
Raleigh, NC 27615
Office: 919.848.4399
PTS
Land Surver,3irg
PO Box 726 • Apex, NC 27502
Phons:(919) 6256980
www.ptsnc.com
October 4, 2016

1 W THIS 1S NOT A SUBDIVISION BUT A RECOMBINATION
PREVIOUSLY PLATTED PROPERTY.
KER ST.
N ¢`)(MDQ_ __ --------- 2a -21:1(o
a GEORGE CHAPMAN DATE
SITE DIRECTOR OF PLANNING
z
F BELTLINE
THIS PLAT NOT TO BE RECO-SK
AFTER _�____� DAY OF S __q(o
1 COPY TO BE RETAINED FOR THE
CITY.
THIS PLAT 15 _ IN —_- OUT OF THE
CITY LIMITS.
VICINITY MAP (N.T.S.)
NORTH CAROLINA - WANE COUNTY
THE FONEOOING CERTIFICATE
Nnnc! u P. Ccxlner
IOTAR tYl (1681 IS IAN) CERTIFIED TO BE CORRECT. THIS
INSTIUMM WAS PRESENTED FOR REGISTRATION AND RECORDED IN
THIS OFFICE. QI
MIS DAY OF D Gi[]bCl/" . 1. 1y .
AT IO;ZS O'CLDCK. A N.
KENNETH C. WILKINS. REGISTER OF DEEDS
BY -4L.(shm S .9ICj)nxdco,Y`
DEPUTY REGISTER OF MOS
•1.
THE UNDERSIGNED PLANNING DIRECTOR OF THE CITY OF RALEIGH. 00
HERESY CERTIFY THAT THE CITY OF RALEIGH. AS PROVIDED BY ITS CITY
CODE. ON THE— DAY OF IN THE YEAR
APPROVED THIS PLAT OR MAP AND ACCOMPANYING MEETS.
AND ACCEPTED FOR THE CITY OF RALEIGH THE DEDICATIONS AS SHOWN
THEREON. BUT ON THE FUMHER CONDITION THAT THE CITY ASSUMES NO
RESPONSIBILITY TO OPEN ON MAINTAIN THE SIDE UNTIL IN THE
DISCRETION AND OPINION OF THE GOVERNING BODY OF THE CITY OF
RALEIGH IT IS IN THE PUBLIC INTEREST TO DO SO.
PLANNING DIRECTOR
1oh
STATE���CARyLilla O,ee-PUBLIC 00 n h HEREBY
CERTIFY THAT PERSONALLY �. K. /��/VO�A.L•
THAT C. WAYNE WATT. JR., A REGISTERED LAND SWVETOR.
EFORE
APPEAREDBME THIS DAY AND ACKNOWLLEDDED THE DUE
EXECUTION OF THE FOREGOING INSTRUMENT.
G CMP
W
WITNESS NF KARy� aTICIAL SEAL. THIS (.I_ DAY OF
OE EXECUTION OF THE FOREGOING INSTRUMENT. WITNESS W NAND
QriM�LiIM.*."�j,QNOTARY
ANDSEAL. THIS I% DAY OF
P
)CI)
PUBLIC
nswCONI331aEX
IRE, 3 -7(•,4
TON
THIS CEMIFIES AND WARRANTS THAT THE LI DERSIGED 13 CARE) THE
•y, COVA r
SOLE OMM(S) OF THE FROMM SMWR 09 THIS IMP SUBJECT TO THE
EXCEPTIG S ON RECORD HAVING ACMIRED THE PROPERTY IN FEE SIMPLE
nnNww•••
BY DEEDS/ RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS OF
ow-
WAGE COSTTY. MOM CAROLINA OR OTHERWISE AS SHOWN BELOW AND AS
$iGO
r
SUCH. HAS (HAVE) THE RIGHT TO CONVEY THE PROPERTY IN FEE SIMPLE.
ONE
AND THAT THE DEOWATO(ISI WILL WARRANT AND DEFEND THE TITLE
I
AGAINST THE LAWFUL CLAIMS OF ALL PERSONS *KMMVER Ue.E55
—OP—
EXCEPTED HEREON AND THAT BY SUBMISSION OF THIS PLAT OR INP FOR
GM
EASEMENTS FOR STORY DRAINAGE ARE NOT MADE TO THE CITY OF RALEIGH
BUT ARE IRREVOCABLY MADE TO THE SUBSEQUENT OWNERS OF ANY AND ALL
PROPERTIES SHOWN HEREON FOR THHEIR RISE AND BENEFIT SUBJECT TO
CONDITIONS SUBSECTIONS SUBSECTIONS lb). tal. (G) AND
(f) OF SECTION 1 AND
SECTION 4 OF THE CITY STOW ORAINAGE POLICY (RESOLUTION 197 -T 42
AS THE SAME MAY BE FROM TIME TO TIME AMENDED).
INKIL FACE SIGMA
BOB- PAGE SIGNATURE
STATE OF NORTH CAROLINA. JOHNSTON CONY
1. A NOTARY PUBLIC OF THE CONTY AND STATE AFORESAID. CERTIFY
THAT C. WAYNE WATT. JR., A REGISTERED LAND SWVETOR.
BOM
PERSONALLY APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THE
NMFS
OE EXECUTION OF THE FOREGOING INSTRUMENT. WITNESS W NAND
PG
ANDSEAL. THIS I% DAY OF
P
"
E14
(OFFICIAL SEAL OR STAMP)
IMptARI
= 000
WTI PUBLIC
'1 Pueot
YY COMMISSION EXPIRES . 3-6-99
es
PIN 11702.07-59-7716
ow-
'1. C. WAYNE HYATT. JR. CERTIFY THAT THIS PUT WAS
DRAWN UNDER MY SIPERVISlON FROM AN ACTUAL SURVEY MADE UNDER
$iGO
r
MY SUPERVISION. IDEED DESCRIPTION AS REFERENCED HEREON)
THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS
ONE
DAWN FROM INFORMATION AS REFERENCED KEREONI THAT THE
I
RATIO OF PRECISION AS CALCULATED IS 1 00.000 N THAT
—OP—
THIS PLAT WAS PREPARED IN ACCORDANCE WITH N.C.G.S. 47-30
AS AWJJM ANO. THAT THE SURVEY SHOW HEREON IS A
CATEGORY Id I aF sUSDIVI$ION (111 OF SUBSECTION IP) OF
EIP
W.C.C.S. 47-00. WITIESS MY ORIGINAL SIGMATUIE. REGISTRATION -
'AMER AHO SEAL MIS 171-' DAY OF 10C1011119A
RECORDED
.D.. ,SSG.
SEAL W STAMP
NOW OR FORMERLY
MARION C. PENNY
DB 2074. PG 349
REFERENCES: BOM 1987, PG 181
OB 5067, PG 387-399
NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES. UNLESS
OTHERWISE INDICATED.
2. PROJECT NUMBER: 960820
3. DRAWING FILE: 9608202d.OGN .
4. PIN: 1703.1950-9036
5. PROPERTY ADDRESS: 1938 S. WILMINGTON ST.
6. TOTAL ACREAGE : 6.68
7.ZONEA:IND-2-WITH SHOD -2
�— — — — — — — — — — — — — — — — — — — — — — — — —
ONE - -yp
�— .�• — — — - �Pp o
DISTIReED - 264112' I
)EIP RESET 201 WALKER ST. I eU1LDIN0I
I I I
I aN) --I --�I
--s-i-i
JONES A PMLL ILD I I I J IS A POWELL f$4
I' IRON BAR
{
euaolRO F/
BOM
BOOK OF MAPS
NMFS
NO MONUMENTATION FOUND OR SET
PG
PAGE
{l
X_
E14
EIP S1
{
{
2100 S. WILMINGTON
{
{
NOW OR FORMERLY
O'NEAL FAMILY PARTNERSHIP
es
PIN 11702.07-59-7716
ow-
OB 2438 PC 472
$iGO
r
CHAIN LINKED FENCE
ONE
OVERHEAD ELECTRIC
I
A
—OP—
.os
MON
3Z
EIP
51('30
LEGEND:
i ... :'
COUNTY REG I STRY. k-
BOM
BOOK OF MAPS
NMFS
NO MONUMENTATION FOUND OR SET
PG
PAGE
OB
DEED BOOK
RAW
RIGHT OF WAY
SF
SQUARE FEET
NTS
NOT TO SCALE
FILE NO.1
762
EXISTING IRON PIPE
YEIP
NIP
NEW IRON PIPE
CLF
CHAIN LINKED FENCE
ONE
OVERHEAD ELECTRIC
FH
FIRE HYDRANT
—OP—
OLD PROPERTY LINE
R�w i
I
` AO `260M
-----R/W
NCGS MONUMENT 'O'NEAL'
N -729.807.8166
E - 2.106.591.24 (NAD 83)
ELEV -269.30 (NGVD 29)
60 0 60 120 180
GRAPHIC SCALE
1' - 60'
I N BOOK OF MAPS 19 9 (o PAGE (5Z9 . WAKE
i ... :'
COUNTY REG I STRY. k-
DERWARD W. BAKER
& ASSOCIATES, P.A.
-REGISTERED LAND SURVEYORS-
1500 PINEY PLAINS ROAD
SUITE 102
CARY, NORTH CAROLINA 27511
[phone]
SCALES
1• = 60'
DATER
8/27/96
SURVEY FORS
®INEAL FAMILY PARTNERSHIP
CITY OF RALEIGH. WAKE COUNTY NORTH CAROLINA
SEY
FLD. W. A PAW-
N/A
DRABN BYE
CHIC
OF
FILE NO.1
762
CHECKED BT:
DV9
OP 8 NEW PROPERTY LINE. CTVH
COMPOSI E/RECOMBINATION MAP
REVISION 1 Rr

Stormwater Impact Analysis
For
1938 S. Wilmington St
City of Raleigh, North Carolina
Submitted to:
City of Raleigh
Public Works Department
Stormwater Utility
22 West Hargett Street
Raleigh, North Carolina 27601
Prepared for:
Raleigh Concrete, LLC
512 Nowell Road
Raleigh, North Carolina 27607
Prepared by:
PABST DESIGN GROUP, PA
1.NG1 NE 11Z I NC" & C0Nsll1, 1 ING
Date: December 13, 2016
PDG Project No: 238-13
911 Paverstone Drive, Suite E - Raleigh, NC 27615 — Phone [phone] Fax [phone]