NCC241948_Site Plan or Location Map_20240718

DowSign Envelope ID:43C772E3-59CF-4BD3-A376-8278F2AE6EC0
Kimley>>>Horn
©2024
CITY OF WILMINGTON,NC
421 FAYETSUITEVILLET E 600 STREET
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rO - RALEIGH,NC 27601
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ci ,� I\I \\ = LEGEND PHONE:FAX:[phone]
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F� ° ;1 " \ r2" \ I _ - MAJOR CONTOUR LINE ——— 45 ———
e �O4, V R \ 1 ,` I _ _ OPICNIOABLE
�` O c .�` c I '0' 1 I _ )*24 - MINOR CONTOUR LINE - '44' - This document is an instrument or service prepared solely for
y�R P` 1 I 22 1\ Kimley-Hour's client and fora particular purpose.Any other
SI• .B• \ I 1 1 1 I _ g c: use or reliance is without liability to Kimley-Horn.
OR/, S/7, II T I j , PICNIC TABLET❑ USPS- _- 1 16' \\ UNDERGROUND GAS LINE ---a G G---
F I / \ �,^ MAILOOXO 4_ - _ \
111 N:173672. 976' 'T 1 _ N
q1 IE 2340961.5'9� 1 1 \ I I \ UNDERGROUND WATER LINEI1111 '11EL:43 851 \IA \ \a o '- -_---G cJ®___ 2 ' c1,I - _ \ UNDERGROUND FIBER OPTIC LINE ---Fo Fa Fo---
/ w-----"' W -_ \" UNDERGROUND ELECTRIC LINE — uE UE uE---
■ j it i 1 1 \c\\43 SSMH UNDERGROUND CABLE LINE
l 1 go I RECISION
VICINITY MAP NO SCALE a /I / s »� RIM:41.39'
ouI I// / / ` , w c \\ \ INV(S):34.28' G, ' ENVIRONMENTAL INC.
I 1 / c- N42 INV(W):33.64' CHAIN LINK FENCE
/ , 1 �I :51)
/!- ' 'Jw �'c \\ 1� INV(E):33.49' a" 301RECTION
I / f.19--,/ -
` \ a vvcs - -� BUSH LINE
NOTES -' 1 I .� EDGE OF PAVEMENT
p I 11 I I 11 - " I 1 \\ -_ - _ _ �\ w w-"� c�--�Le_ c —=�--- Co 46
1. THIS SITE IS A PORTION OF PID:R05511-003-001-000 AND IS LOCATED AT 5009 RIEGEL ROAD WILMINGTON; I 111 = I C �`� � 45 _ _ _ w, \� LANDSCAPED AREA
NC 28403 AND IS ZONED O&M-OFFICE&INSTITUTION(GENERAL). a I s, j '8-FP / 1D"vc e s `_ \ w r� SEALS
1 1 I( I }°"; I ; . I �.,f ns_ ""F I1 P` . BUILDING
2. THIS SURVEY WAS PERFORMED USING NAD'83 2011 ADJUSTMENT NC 3200 COORDINATES AND NAVD'88 " f " I 1 1 / a-_ee. " / - --' I*( I SSMH I I b- o- a' ''
RIM:39.80' c c sr-'G' $ / _'-: _.� `� '< ss—ss—,s—,, ,s-
ELEVATIONS. \ I c, $-I ' /
c '' a' a A. 43 \ G SANITARY SEWER PIPES
INV(E):32.92' I \ d >s� .� s I i i V' - I\IN '' [ Caw
3. LEVEL B SUBSURFACE UTILITY LOCATIONS PERFORMED 10-26-2023. �'" A 3, j w -s—s—s sr INV(SI.33.05' ( ss_� '1 I >_ � \ ; \ a. / \x STORM DRAIN PIPES
INV(N):32.87' /I \I_/ ' I ! - 1 1 ,,/\ / w``
4. AERIAL IMAGERY IS FROM 2020,TAKEN FROM NCONEMAP.GOV. 1 /// I - 1 r 46 )cti / CB TEMPORARY BENCHMARK w 1 a;
�� _ / g s. ' / RIM 41.91' I\ _
5. THIS SITE IS LOCATED IN ZONE XACCORDING TO THE DIGITAL FLOOD INSURANCE RATE MAP 3720314700K 145 I 45/ I 1 u
/i / I a'I 1N (E):38.8 J,' - -- //
PANEL 3147,EFFECTIVE 08-28-2018. I I QQ 17 8„ \`I A; I / DROP INLET
e O I' ll� /a dl / f 44 1 ¢ /
/ I/ �' l /� Y I _ ?\ ////e^� '_ „ �: I /43 i / ,..:Rcr - f ,DI CURB INLET
6. NO ENVIRONMENTAL LINES MARKED OR LOCATED FOR THIS SURVEY. p I /J l / tr u� o I o� 0 42 =i _ w RIM:41.53'
MN
as/ r' /� t\ / / \i- RC I TABLE Q !I 1 _ �/ b /�', /%O i 11 _ 41 c- INV{W):37.31' SEWER MANHOLE QS
/ / I' \I CC I r �' 44 / / 1 �" la J=/ I a 4/_
/ I 'n \ Q z I/+ �T�'� , L
$ �I I< / l / �c / I/cam r _-__q-/-1- a I SEWER CLEANOUT Om
/' i/%.I f / I 1 _ /44 r / ��/ --I e ..,-;,.= {/ \ '4
rg I �, �3,' // k\ �' �.// 4 �� _ _ �'�SSMH DOUBLE POLE SIGN ��
RIM:41.80'
SURVEY CERTIFICATE / I / 3/ 42 {/i JI __ S bbyb !a 0 SINGLE POLE SIGN �—
" I/ ' ' /' v% ¢ . O // emery/ yyo¢4,' / �r INV(N):34.94'
I,OWEN D.GIDLOW,AS A PROFESSIONAL LAND SURVEYOR IN THE STATE OF NORTH a l v., I ' !41 1 / 1 /_ - - P ��/e= / Io 14'J 2 �~ / J BOLLARD 0
CAROLINA.DO HEREBY CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY .L"1w A / �/ / / \ / _ .-e _ > $ Q 24s / `�A 1 / 05-
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION d 40 F- pQ O�J� O r : WATER VALVE DQ
COMPLETED ON NOVEMBER 28,2023 USING THE REFERENCES SHOWN HEREON; i , I ' / i -- - h J Q b4' `„� - �"
THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DASHED LINES,DRAWN / 39/ I / ;�aA / h Q�� a 2- m ^e 1I WATER METER 11
FROM INFORMATION FOUND IN THE REFERENCES SHOWN HEREON:THAT THE / /'/ �I, U 2 / V/ / /- 12, /-- 4v�4, /'jo f. o_ I
RATIO OF PRECISION,AS CALCULATED,IS 1:10,000+;THAT THIS MAP WAS / ' �� � _ �r ' /- FIRE HYDRANT/FIRE DEPARTMENT CONNECTION GA L L O WAY
i / %\I;' _ / _, - 4- _ - ,a /t/q ,tea'=--.- -
PREPARED IN ACCORDANCE WITH NORTH CAROLINA GENERAL STATUTES 47-30,AS ����„p�,r,r / Ali // 21*f E (� -_- ;'/3 _ a-/•-
AMENDED.WITNESS MY ORIGINAL SIGNATURE&SEAL TH1528TH DAY OF �_„ ----- /r ,6' Y/ / /W I / _ _ _ ,_ w ,/ _- WATER VAULT El HALL
NOVEMBER,A.D.2023. �`��► G � [� ry �. I; ;'J/ �� _ , , �a�% �% /. = -_
��' �g 9. - '' LIGHT POLE DEMOLITION
Z 4 5 m. / / to
I ��� ji / _ C� 3 a/' /'1 / ELECTRIC STRUCTURE 0
t_.-�� 448 NOVEMBER 20g3 Q35 ? I i % ' / / i _'/o ELECTRIC OUTLET ELECTRIC TRANSFORMER I ELC 5009 Riegel Rd,
v(1A�ND.GID c = / �y�1:Y ,• / c Wilmington, NC 28403
PROFESSIONAL LAND SURVEYOR,L-4356 eq ¢. �� if '' /�H / ,/\PICNICTABteh / a ��; % - �' �, / 0 9° ELECTRIC HANDHOLE (EHH
ry�� Np$U 0� ! "// '� / ./ 1 1 I T 46 c3' , \ .:;..` \�W /,::'�e / r---_- l
1 1 \ .. 3 o COMMUNICATIONS HANDHOLE,.,N D.G\Y„ n /a' e• , I /-, ) / i/ \�c. C .i Y� /- �THH�
+4f"�'I+""y1", / v U i4 j l / w ////el _{ COMMUNICATIONS PEDESTAL
SSMH 9/_a' / y`w � - I 45 = //d, -� I •,y4.'1 ;►�s is ry _ i
RIM:39.65" 1 Ii nslds' /4-'/ w 11\, L I / /: 'y /' I \\� '> ,, r // --"\//-
INV(W):34.38' n•_,"," 0 / `„,,,I ,• _44 ;I 1_ /0, / '\ / _ `
/ ;// 4 3',/ y I a / -_='' COMMUNICATIONS BOX QU
INV(E):33.98' a/;'�li i � / w • a I �' \ \� uE -�
INV(5):33.70' f%j %\Ir oW .` -T,c,`Le ;r C,?' 4''\ _
�. /Ali a .,,, £ - / e, / q 4/ / a/ Il _ / MAGNOLIA TREE ?�
INV(N):33.6T ��,. 1NVN 2^ / 43 �y,, ^�,�� 64 4 / �:?� i \ 4/ _ �
// i\.12 / // 1 42 �N� r =�� / : / /46 1 i ;% g 4- .k, OAK TREE
6'DIP n /-3961" "Pv r r "l • O'�\ /'r� �� 44''-�f / / j '�s/' s'- PINE TREErII��((// I/iDIRECTION--m—m—:—m—ss— — —s fT.l;'°..-e ss__-,yiDIRECTIOAb.� _ -_ k�. O J45 '/' ': F� -�� x � J� '� '¢ \•.we�2�3'�— ;� / r+, ELM TREE
2 q : 40 -_ ,, j\ \_ O�yJ� woe_ �44r' ; CYPRESSTREE_ _42 - 44 .'_``// ' 1/Ai/r ' /4/
I ' ' `-\N, 4 / GUMTREE�� `/' 4 SURVEY CERTIFICATE CLIENT PROJECT INFO
/ , CREPE MYRTLE TREEa/ -t �'B" TBM 8 I,OWEN D.GIOLOW PLS L-4356,CERTIFY THAT THIS IS A CONTROL SURVEY,,PROVIDING HORIZONTAL AND/OR° N 173308.5789' _ ( CONCRETE 1,.--a
E:2340853.6720' -- 12' 14 / \'_" VERTICAL POSITION DATA FOR SUPPORT OR CONTROL OF OTHER SURVEYS OR MAPPING.THIS SURVEY IS BASED
c e / 1 I' / \ UPON THE NORTH AMERICANDATUM OF 1983(NAD'83),2011 ADJUSTMENT,HORIZONTAL COORDINATES AND ASPHALT PAVEMENT I
AC./ EL:41.14' _ * / /
do,� I / VERTICAL ELEVATIONS BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988(NAVD'88),WITNESS MY
, ORIGINAL SIGNATURE,LICENSE NUMBER AND SEAL THIS 28TH DAY OF NOVEMBER,A.D.,2023. BRICK ==_=====
4
9/ /'
4
0= 0 02FEB2024 ISSUED FOR BID
I NO: DATE DWG ISSUE DESCRIPTION
47
' .di� '8 NOVEMBER 2023 _ -
END.GI UNLESS SIGNED AND SEALED THIS FLAT IS A DESIGNED BY: SRH
PROFESSIONAL LAND SURVEYOR,L-4356 PRELIMINARY PLAT DRAWN BY: SRH
NOT FOR RECORDATION, CONVEYANCES, OR SALES' CHECKED BY: LBB
SCALE:
DATE: 02/02/2024
PROJECT NO: 011651010
i
FILENAME:
GRAPHIC SCALE REVISIONS: DATE: 11-28-2023
20 0 40 40 BD SCALE:I INCH=4DFEET - EXISTING CONDITIONS SURVEY FOR:
SURVEYED BY: CH UNIVERSITY OF NORTH CAROLINA WILMINGTON EXISTING
DRAWN BY: ]LR CONDITIONS
601 College Rd, Wilmington, NC 28403 �� WithersRavenel
1 INCH=40 FEET / Engineers I Planners I Surveyors
CHECKED BY:ODG
0CITY:WI LMI NCTON COUNTY:NEW HANOVER STATE:NC 115MacKenan Drive I Cary,NC275111t:919.469.3340I license 5:F-1479Iwww.withersravenel.coln
o PRO].MGR.: RL] .
1 PROJECT NO:23-1006 SHEET 1 OF 1 DEMOLITION DOCUMENTS
E Wisuvoy. 2023 SURVE"F LESDalvnload'LNCWGa loway Ha 123-1C06\DneuingsIUNCW GALLOWAv 11-27-23 JR_dw0-Tuosray,Norombnr28,2023'0:23:28 AM-RJPINSKI,JAN'_5 D000
ft
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DowSign Envelope ID:43C772E3-59CF-4BD3-A376-8278F2AE6EC0
SITE LEGEND Kimley>>>Horn
• STANDARD DUTY CONCRETE
a•
©2024
STANDARD CURB AND GUTTER
421 FAYETTEVILLE STREET
SUITE 600
C,FNFRAL NOTF9, RALEIGH,NC 27601
1. THE EXISTING CONDITIONS IMPERVIOUS AREA IS 0.46 AC AND THE PHONE: [phone]
PROPOSED TEMPORARY CONDITION IMPERVIOUS AREA IS 0.09 AC.
2. THE DIFFERENCE BETWEEN THE EXISTING AND PROPOSED TEMPORARY FAX:[phone]
CONDITION IMPERVIOUS SURFACE IS—0.37 AC.
3. THE UNIVERSITY OF NORTH CAROLINA AT WILMINGTON INTENDS TO
REDEVELOP THIS SITE IN A FUTURE PHASE AND UTILIZE THIS DIFFERENCE IN
IMPERVIOUS.
4. THAT FUTURE PHASE WILL NOT EXCEED THE CURRENT EXISTING CONDITIONS
IMPERVIOUS AREA OF 0.46 AC.
This document Is an Instrument of service prepared solely for
Kimley-Hour's client and fora particular purpose.Any other
use or reliance is without liability to Kimley-Hom.
9PRECISJON
INFILL CURB ALONG DRIVE, I' ENVIRONMENTAL INC.
MATCH EXISTING STYLE
/ AND COLOR
\-... ) ( I SEALS
/ DocuSigned by:
_T \ ,
esEA1 y• I . y y
a•��2 p7450 o
I EXISTING HUB BUILDING ` 's:
COOLING TOWER AND D$buSigned by:
ENCLOSURE \ [eVi6t1/L-41-ida
59E4C1667452497_.
2/1/2024
PROPOSED
WHITE PAINT
HIGH VISIBILITY
CROSSWALK ° ° r
STRIPING (TYP.) -,:. m
6' PROPOSED CONCRETE
SIDEWALK, TYP
GALLOWAY
•
HALL
,, :_ ` . • DEMOLITION
�. . : 6' PROPOSED CONCRETE
6' PROPOSED CONCRETE ::: SIDEWALK, TYP
SIDEWALK, TYP 5009 Riegel Rd,
• Wilmington, NC 28403
INFILL CURB ALONG DRIVE, INFILL CURB ALONG DRIVE,
INFILL CURB ALONG DRIVE,
' ' MATCH EXISTING STYLE MATCH EXISTING STYLE �
MATCH EXISTING STYLE ` • AND COLOR AND COLOR �,
AND COLOR , jp,
IIIEXISTING WHITE PAINT
PROPOSED WHITE PAINT HIGH HIGH VISIBILITY 0
VISIBILITY CROSSWALK 0 CROSSWALK TO REMAIN
STRIPING (TYP.) '"�` (J�} /
RE-WORK EXISTING STRIPING
TO ALIGN WITH NEW PATH
n CLIENT PROJECT INFO
~ 4J ft
I
0 02FEB2024 ISSUED FOR BID
NO: DATE DWG ISSUE DESCRIPTION
DESIGNED BY: SRH
\,
ator1 EXISTING TREE, DRAWN BY: SRH
MAINTAINED, TYP
CHECKED BY: LBB
11 AS SHOWN SCALE:
DATE: 02/02/2024
PROJECT NO: 011651010
FILENAME:
1 f j,
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3
SITE PLAN
1
(011
i CONSTRUCTION DOCUMENTS
GRAPHIC SCALE IN FEET
0 10 20 40
4 i
C 100
1