NCC216385_Site Plan or Location Map_20211116

VICINITY MAPCONSTRUCTION DRAWINGS SITE DATA TABLE (OVERALL)
SCALE 1 = 1000 DEVELOPMENT TYPE: MAJOR SUBDIVISION PLAT
FOR PARCEL AREA: 109.04 AC.
PROPOSED LOTS (OVERALL): 17 LOTS
����� PROPOSED DENSITY: 0.16 LOTS/ACRE
g � GoLD5B0R0 BUSINESS � ZONING:PROPOSED OPEN SPACE: � 9.6 ACRES
Z GENERAL INDUSTRIAL)
n ,D ►► ►1y ■ PARCEL #: 3600 - 44 - 6857
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rr1 :` 3600 - 54 - 2776
� 3600 - 56 - 1041
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��� PATETOWN ROAD36QQ 44 7467
r� ����� SITE ADDRESS: 112 E. PATETOWN ROAD
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GOLDSBORO, NC 27530
�` 0 .......... 4•�/% PROPOSED PUBLIC ROADS: 4,340 LF
U 1 J� 9� . . . , / PROPOSED PUBLIC WATER: 3,968 LF
aft a!��� •++` . .... . ........ .. .........................
■ a WAYNE COUNTY, NORTH CAROLINA (CITY OF GOLDSBORO ETJ) PROPOSED PUBLIC SEWER: 2,423 LF
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ITE DATA TAB E PHASli,„„:00:01,:itili
LAST REVISED NOVEMBER 25 i 2019 DEVELOPMENT TYPE: MAJOR SUBDIVISION PLAT
Jli, PARCEL AREA: 38.35 AC.
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► ■■ PROPOSED Lois: LOTS
�� PROPOSED DENSITY: 0.16 LOTS/ACRE
s: PROJECT SITE
'� 11TI�STREET 5R 1�55 PROPOSED OPEN SPACE: 6.231 ACRES
�� i --- - .- ,� •� SCALE 1'� = 300' �
ZONING: 1-2 (GENERAL INDUSTRIAL)
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v. \ \ SITE ADDRESS: 112 E. PATETOWN ROAD
GOLDSBORO, NC 27530
\` I-- PROPOSED PUBLIC ROADS: 1,385 LF
i ��I►����r� PROPOSED PUBLIC WATER: 1,548 LF
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\ ---- , . \ PROPOSED PUBLIC SEWER. 910 LF
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CONTACTS // . ---
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�, */,‹ '•, PHASE _---
N. c INDEX OF SHEETS
WAYNECOUNTY DEVELOPMENT ALLIANCE ' " .•``DEVELOPER APPLICANT. O C 4 ePV
208 MALLOY ST. - SUITE C /' QP��,o/ '* FUTURE " Sheet Number Sheet Title
GOLDSBORO, NC 27534 / ��•'' co.a COVER
PHONE: [phone] �,�' DEVELOPMENT ; r
*' ! CO.1 GENERAL NOTES
CONTACT: MARK POPE, PRESIDENT ,�'` il
+�' it
; C0.2 LEGEND
PROPERTY OWNER: BRYAN HOLDINGS, LLC '+ r C1.Q EXISTING CONDITIONS PLAN
P.O. DRAWER 919 of
�•`t� CI.1 PRELIMINARY CUDDIVISION PLAT
GOLDSBORO, NC 27533-0919 ,. c2.t] SITE PLAN
.
PHONE: [phone] PHASE 1 �```
•�` C2.1 DETAILED SITE PLAN
00
CONTACT: STEVE BRYAN 7\ �0,.• C2.2 DETAILED SITE PLAN
,,,,0`~ _ C3.0 DETAILED UTILITY PLAN
CIVIL ENGINEER: WITHERSRAVENEL, INC. �p cT / ""'--.,,�, �of't; r� -3.1 BCTAItE-B UTILITYPLAN
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•115 MACKENAN DRIVE '` 'f.,�, `lam,** },�-- C4.0 DETAILED GRADING,&DRAINAGE PLAN '
CARY, NORTH CAROLINA 27511 / \, '•�. `-.,,� ��,.•' IN f C4.1 DETAILED GRADING&DRAINAGE f Lf►�
PHONE: [phone] ;, �����`�* U- C4.2 DETAILED CURB RAMP GRADING PLAN r
FAX: [phone]$ ,,'', �`•..��'��• C4.3 PATETOWN-RQA9- R+VEWAY ENTRANCE PLAN -1
CONTACT: DAVE BARTONE, PE "'.,, I:�+ c5.0 DETAILED EROSION CONTROL PLAN
r+ +`�a4 C5.1 DETAILED EROSION CONTROL PLAN
SURVEYOR: JIM BLANCHARD ASSOCIATES P.C. 1 ' FUTURE .�,,.�t•''' I C5.2 EROSION CONTROL DETAILS 306 N. NC 11 & 903 P.O. BOX 51-1:-
ti' DEVELOPMENT '�',� E \\___. _ cG.o ROAD A CENTE1tfN`_'Al IGNM-NT- STORM DRAIN PLAN&PROFILE d
KENANSVILLE, NC 28349 - `.4 �`°; ,,
� _� + .; c C$.1 ROAD Li CEPtTC�ffdE�tLK-rP�Ha4CP�f& FORM DRAIN CLAN a PROFILE ■
PHONE: [phone] „I \ \ +, ��,� J C6.2 ROAD GCENTCRLINE ALIGNMENT&STORM DRAIN PLAN&PROFILE
CONTACT: .JIM BLANCHARD, PLS
6 1"_ �i + ♦ C6.3 ROAD A WATER&.,EWER PLAN-&-PROFWE
} � + ,`.
d %� ,�� CG. ROAD fl WATER&SEWER PLAN&PROFILE
CV GEOTECH LAICAL ENGINEER: ECS SOUTHEAST, LLC ` � '% �,,'�� -06.5 -ROAD C WATER&SEWER PLAN s PROFILE .-
9001 GLENWOOD AVENUEj-- �� C7.0 NCDOT ROADWAY DCTAiLC +
} RALEIGH, NC Z7617-7505 i ��,+� r:��~ C7,1 SANITARY SEWER DETAILS
PHONE: [phone] , ,
FAX: (919} 861-9911 # .� - �7.2 WATERLINE DETAIt3
M,,.Finn#„rn.uru.�»„r,,.uru.,irur` -
CONTACT: MICAH F. HATCH, P.E. -�� 1 ^} �� L fi�H. C7.3 STORM SEWER & ELJ sic 1TE- ETefi S - _
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GENERAL NOTES
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1. Proposed development to remain in Wayne County(City of Goldsboro ETJ).Annexation is currently not proposed for this project. fil WAY N E COUNTY
2. Subdivision to be designed and constructed per current City of Goldsboro Ordinance.
E 3.All proposed internal streets shall be design and constructed per NCDOT design standards,and eventually dedicated to the NCDOT. [3 E V E L D ix M E N A L A N C
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4.All proposed sanitary sewer and waterline (8" and larger) shall be public(City of Goldsboro).
5. Erosion&sediment control to be administered by the NCDEQ.
1 6. Neuse River rules apply for this project. Stormwater management must be designed and constructed accordingly.
7 7.The (3) SCM ponds currently proposed, along with proposed storm sewer, shall be sized to support the entire development's storm o water, including all proposed road right-of-ways and lots. Lots to assume maximum 70%impervious. PREPARED BY. I818.Subdivision perimeter abutting existing residential developments shall have building setbacks of 75'. ►-- - - - m
9.Additional interior landscape buffers shalt be the responsibility of the individual lot developers, provided per the current City of w
1 Goldsboro Ordinance.
N 10. Existing floodplain limits per FEMA FIRM PANEL 372o360000J. KNOW WHAT'S BELOW. Q
11.Streams identified as subject to Neuse RiverRiparian Buffer rules are noted on the plans(per NCDEQ letter dated Sept. 29, 2017, CALL BEFORE YOU DIG. L �,
DWR#15 D813,Wayne County). % . WithersRavenel
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12.Wetlands are identified on the site per USACE Notice of Jurisdictional Determination (SAW-2016-01657). U Q rn
13.Tree clearing and mass grading shall occur on a street-by-street and lot-by-lot basis. 0 ,am00 000,CA - z u o U,
n14. Proposed landscaping shall be per current City of Goldsboro Ordinance. Engineers I Planners I Surveyors °°°°a°�,`� ^ S� o o f�P,� < z a
15. In the event the development is phased, each phase shall be supported with property utility service and Fire protection,as well as % o ;0 o -Y o z .,
ti proper roadway design (inc. temporary turn-grounds, etc.). 0 e 9r oz O O
16. Proposed water taps and meters shall be designed and approved as each individual lot is developed. 115 MaGKenan Drive Cary, NC 27511 t: 9�.9.469.3340 license #: C-0832 o AL s°� a o r �,
Y spacing p pp Y y y appropriate. www.withersravenel.com P a 31365 tie C
Q 17. Fire hydrant s acin and Fire protection shalt be reviewed and approved by the City of Goldsboro/Wa ne County,as a4 . 4 t O L w
18. Project is located in neither the Noise Overlay area nor the Accident Potential Zone for Seymour Johnson Air Force Base ",�ti'G I Nti��`��,m' cc m D ._
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SCOUTS LLC l
EXISTING 16"D.I.WATER EXISTING 12"AC WATER DB:2380
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lE 1, >~N PROP (1E GB' 05 1 ^w' rn � pG•.2$3 x-�coa RlM=120.64 TONING:I-5 '
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COMMUNICATIONS BOX WEL '
1 BUILDING DEBRIS&ABANDONED FARM FOUND UNKOWN USE BOTTOM=109.60(10.75) �. I
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_ I ` IMPLEMENTS IN THIS AREA , 1 I j I I `� 1 r�
1 INVERT IN=109.69 10.1 18'DIP
STOP SIGN afci•-\
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t TREE TO REMAIN I / SHELF=109.79(11.25)
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a s�R 4Fp I GT / / SEE RECOMBINATION PLAT FOR SPECIFICS � ` ' CHURCH OF '�_
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1.ALL ELEVATIONS
NOTES: a- T% -i 7 BOTTOM=105.96(7.9) SHOWN WAS FIELD-DETERMINED BY �"�
1.ALL ELEVATIONS AND COORDINATES ARE IN FEET. ` °H i SHELF=iD6.fi1{7.25} SURVEYOR OF RECORD w
✓ 2.ELEVATIONS ARE BASED ON NAVD(88)DATUM. SSMH SEALED S48°28'54"W �^
a 3.ALL COORDINATES ARE N.C.GRID(NAD83){2011)AND SCALED TO GRID. 548°27',D"W :iiii......:_:._ i - INVERT IN=105.96(7.9)18"TERRACOTTA
532.34 ( INVERT OUT=1D5.9fi{7.9}18"TERRACOTTA W� GRAPHIC SCALE
0 4.UTILITIES SHOWN HEREIN ARE BASED ON ABOVE GROUND INDICATIONS,SOME UNDERGROUND _ 155-80' i of /
UTILITIES ARE NOT SHOWN ON THIS PLAT-FIELD VERIFICATION OF ALL UNDERGROUND UTILITIES WILL \ f a '
120 0 60 120 240
ct
BE REQUIRED PRIOR TO ANY CONSTRUCTION. ` -
0 5.WETLANDS OR HAZARDOUS MATERIALS NOT LOCATED DURING THIS SURVEY. - tom' 1 Sheet No.
6.FLOOD ZONES LABELED N i / 1 inch=120 Ft. C 7.TOPOGRAPHIC AND OVERALL BOUNDARY SURVEY PREPARED BY JIM BLANCHARD ASSOCIATES P.C. I
o A ■n DATED APRIL 30,2018 �./
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1 r r \ 1 SWR PROPERTIES LLC 1 ��, 1 1 SURVEYOR NOTES: E
_ i I- °B:2367 ❑
NO\ E-Ok- Cl}E1 o rn Y E-CN- '
1 5 G L PG;197 1 a�
_ l x r�LUE� l 1. ALL ELEVATIONS AND COORDINATES ARE IN FEET. u
_-r f Y FA S LU V>~LA M zv v o` RiySSEL r, __ZONING:15
C SCOUTS LLC 2. ELEVATIONS ARE BASED ON NAVD(88) DATUM V1
1Ll BAN ` R1G1iAR❑ART S U.0 N0 E2fi� \s GLppYS 5 c? �,q,rt,\ tig'xeaS G, -• D8;2380 3. ALL COORDINATES ARE N. C. GRID (NAD83}(2011) AND SCALED TO GRID.
MCM PROP QB DS'!� w t im m PG 283 t.
is o r- PG;266 4. UTILITIES SHOWN HEREIN ARE BASED ON ABOVE GROUND INDICATIONS >I
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r C2 335.50' I 81.23' S 32°24'21"E : 81,03'
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- \ , C5 20.00' 31.42' S 05°53'00"W' 28.28'
��' °i`rR` (� r �`�'�J C6 25.00' 21.6B' S 75°43'24"W_ 21.00'
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\ \ \ \ ,\ i �9 �\-f LL i 61 - n % \ 08 fi0.00'Y 82,73' S 18'03'19"E 76.33'
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" - c9 60.00' T4.94' N 86°39'47"E 70.16'
s , ! 1 C10 60.00' 52.02' N 26°02'37"E 50.41'
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' LET 3 _ t--- C12 2D.00 31.42' S84°07'00 E 26.28'
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/� . j C14 20.00' 30.77' S 04°46'ST"E 27.82'
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_ - - - - - - G 6 9 , C21 364.50' 131.85' S 27°19'28"E • 131.13' W
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5' r7N C26 59.5D 1A4.59 N 71°15'55'E 111.55'
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