NCC243458_Site Plan or Location Map_20241107

°" I SITE NOTES 3
J+ I 1. PLANIMETRIC AND TOPOGRAPHIC INFORMATION SHOWN ARE BASED ON O.
I A SURVEY PREPARED BY SCHNEIDER GEOMATICS,DATED 12/07/2020. Z] 7 M
' mI' :H I 2. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING BENCHMARKS AND / N N O
\4�7,1 X\i\\\, �` MICH .WARD J as+ WARD OTHER REFERENCE POINTS THROUGHOUT THE CONSTRUCTION PERIOD. etE
I W w M 4
z - - 4\\ 3. PRIOR TO BEGINNING CONSTRUCTION,CONTRACTOR SHALL FAMILIARIZE . Z U^m
ZONING. uR --- \ HIMSELF WITH THE SITE,LOCATE ALL EXISTING UTILITIES,AND REVIEW Z W Z OI
\ THE COMPLETENESS OF THE SURVEY.CONTRACTOR SHALL REPORT TO COW'O
Note:this review was carried out _ - \ ENGINEER AND OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL W a
Plan Sheet Is Part Of The based on the information _ �� `� \\ FIELD CONDITIONS AND THESE PLANS. ./)W Z o O H
provided by the design engineer. _ . --AT v,W I�o
Overall Approval As Of The This review was done using the 3p TYPE A I <^\, \\ 4. CONTRACTOR SHALL REVIEW COMPLETE SET OF PLANS FOR IX O.
Following Date 11/5/2024acceptable standards of - - 30 COORDINATION BETWEEN CIVIL,ARCHITECTURAL,LANDSCAPE,MEP, - Q
minimum _ \ \ �G-9o� \\ ETC.AT ALL TIMES PRIOR TO AND DURING CONSTRUCTION. O Z Z U
the applicable jurisdiction. - \ \ '`7G \ \ 5. CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL W W
MICH WARD - - - OF I TRASH /\ \ TEMPORARY GRADING AND
ZONING: xR 1 w.IENCLOSURE \ FQ \ \ CONSTRUCTION ELEMENTS.ANY DISCREPANCIES IN DIMENSIONING N
\ //a%� \\ \ \\ STORM DRAINAGE EASEMENT SHALL BE REPORTED TO THE ENGINEER AND OWNER IMMEDIATELY. C
' a Ira 2„ r \ \ \ 6. DIMENSIONS ARE TO FACE OF CURB AND FACE OF BUILDING UNLESS HERWISE SHOWN.REooT'oci ce CO M 0 02T5EXISTING -22'X22'SIGHT -IT - :
I 1 y // l .... :_ noA s6;ciNr0K OE 0'P. TRIANGLE ° 1 ( - .■■■■p x� \ \ \ \
o.s.ANa,zIEL AHc.Sias € I of : D.B.�oois:osz'-ii3 \\ ____ - 4t■■■■■•••MO■• N.\ \ 7. WHEN DETAILS EATA PROVIDED,CONTRACTOR SHALL CONSTRUCT JOB
■ ZONING: BC
\ w / / ■ PER SPECIFIC DETAILS AND NOT BY SCALING FROM THESE PLANS.
a EuzABETH F.CA Iu I I • ■ ■ \iA■ I / _ .......■ -'_; r �� � \\ ALL WRITTEN DIMENSIONS SHALL PREVAIL.
zarvinc rvxx I [4c ______ ___ E
Y2E 20'X20'SIGHT r, '� ■ ■� aa'. I ♦♦ \ \ ZONING: CZ ° 8. ALL IMPROVEMENTS AND WORK SHALL BE IN ACCORDANCE WITH
TRIANGLE I - ■ ■ \ ,'N. aj� I_I a a \ , ♦ \ \ PIN:007-062-10
P�f,� THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE STATE AND
I ■ ■ ■/ ■ _ - � d \ \ ,\ / LOCAL STANDARDS.IN THE ABSENCE OF SPECIFIC PRODUCT
..■■■■■■■ \ , ■ ■ \ ' • a ♦ __ \ �\ '1- �F,O SPECIFICATIONS OR CONSTRUCTION PROCEDURE,CONTRACTOR SHALL
.■■■■. _� \ ■ ■ E%ISTING CELL TOWER TO REMAIN / ■ a -BUILDING B ♦ OF O /
\ ■ ■ \ - •
• \ T TO THE ENGINEER FOR APPROVAL. IT THE DETAIL/SPECIFICATIONS
TRASH ■
III ENCLOSURE. II % ' ■ -�' ` TRIANGLE c
. t . 2 •,1!L\
♦ \O��pF REFER TO THE 2018 NCDOT STANDARD SPECIFICATIONS FOR ROADS
1 1t
'i. ♦ / ALL G1 OPD •1 • •062-13
y TEMPORARYGRADING AND 10.C- - •
'� \ THE PROJECT PERMITS AND APPROVALS INCLUDING BUT NOT LIMITED LJ.J
1 ■ ���■■r - , ■• \ ■ ■ o• I .` • � \ TO"APPROVED AS NOTED"COMMENTS.CONTRACTOR SHALL Q
■ _ ♦ IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN I CC
-
1 I r i 0 I■I-,,,,;�1.■ _ arw ■ \ \ j l \ 8��• t _ .`\ ♦♦ Q♦♦ CONDITIONS/PROVISIONS AND THESE PLANS TO THE ENGINEER AND d Q
w � ■• ■ ■ Ij 1 EX.15'ACCESS EASEMENT 1 \\\ =:■� 11 ♦♦ ♦♦ \ OWNER.
1 NORFOLK I I 1 1 I �I :•• • \ : t 1 J aI/�♦♦♦♦♦ ♦♦♦♦♦/�� \ 11. IF DEPARTURES FROM THESE PLANS OR SPECIFICATIONS ARE DEEMED H CJ r 11115 I D ■ ■ D I ■ ■'
♦ - K/'� \ NECESSARY BY THE CONTRACTOR DETAILS OF SUCH DEPARTURES
SOU7 ERN I ■ \ ■ I r^ I \ •
�! '
♦� K♦ 0
RAILROAD I - I \ \ SHALL BE SUBMITTED IN WRITING TO THE ENGINEER AND OWNER FOR (.n } Q
zarvwc rvux 100'R/W- - I - BUILDINGA ■ ■ ♦♦ \ REVIEW.NO DEPARTURES FROM THESE PLANS OR SPECIFICATIONS J Ll Q Z
V.REngsL
\ ■ ■. ) I • /♦ \ \ SHALL BE MADE WITHOUT EXPRESS WRITTEN PERMISSION FROM THE
RN.coi cc,os •
•
■ I \ ■ q RT •?;red to add In on-street parking in this area per \ J�%♦♦♦♦ °� \ \ ENGINEER AND OWNER. APPROVAL OF SHOP DRAWINGS OR MATERIAL Q Uj
1 ■ r ~t • ■L T ■ , 91 ♦♦♦ fie° \ \ AND PRODUCT DATA SUBMITTALS SHALL NOT CONSTITUTE WRITTEN D
- I -I ■ ` _ .f ■ 1 ■ I I ■ rjist. dmerl[#1 \ ■` 1♦ \� ♦♦ \ APPROVAL TO DEVIATE FROM THESE PLANS OR SPECIFICATIONS. CC
z
- ] I I ■ - ■ ■ ■ ■ 90 ♦♦ a� SCM 2 \ W W
7 I ■ ■ ■1. ■ t EX TEMPORARY \ ■ 5 ♦♦ / W
I I I I ■■ ■ :, i 3 ■ ♦ '■ 12.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SITE IN A W
■ r ■ ■ TURNAROUND EASEMENT L- ■ /♦♦ ♦♦ G Z
�I ■ ■ ER Ile ♦ e� E Q
♦♦♦ ♦♦ ,� / MANNER SUCH THAT WORKERS,OWNER REPRESENTATIVES,AND TH CC CC
■ go, g�F -� /��0♦��
I I .1'o �r••r ♦n■ �omq�ocam��n isu io i p-4.E J�Q♦� , 1� VP. �t���J�� \
\ / J\ / GENERAL PUBLIC IS PROTECTED FROM HARM.CONTRACTOR MAY O
55. �/v INSTALL TEMPORARY PERIMETER FENCING AS APPROVED BY THE U
III
■ ■ ■ O / / OWNER CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL NECESSARY
_ ■ i • '( / / PERMITS ARE OBTAINED PRIOR TO INSTALLATION OF FENCING.
I I 1 I ■ ./ v ■ 6'x1a'SIGHT / ♦ \ �I /10oI I 1 t 1 �t / III
•/• .,.,,.^\ ■ TRIANGLE ♦♦♦ 1r_\ ----a / ��18: 13.CONTRACTOR SHALL RESTORE OFF SITE CONSTRUCTION AREAS TO
■ ■ l + \ ®r ♦♦♦ i� t, / / ��'s> EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO
1 ■ 1 l ■ u`. pI� ! ♦♦ '� ✓ /' �� COMMENCEMENT OF CONSTRUCTION.
r ,I III 1 .•• •� ■ / �� �1- ' 2 ♦♦♦♦ ♦ ! �♦ ♦♦ �,' �1 �. / ti,.
a is I 1 ■ t,, ■ \ ■ /' i ♦�•'♦ Q� ♦ /♦♦♦ ego / ..
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14 EXISTING IMPROVEMENTS NOT SCHEDULED TO BE DEMOLISHED THAT
I g pia I I I I : ■ \ ' t / / //A."-
i t 0,�'' ♦ ��♦ �o ♦♦ Off`\ZS /\ / \ ARE DAMAGED BY THE CONTRACTOR AS A RESULT OF DEMOLITION OR
€p^I 1 1 ■ ■ \ : / 25 X25'SIGHT ♦//♦ice ---; 011 35'%35'SIGHT j♦♦♦ ♦♦♦♦ t�6J� // \ CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE
0 ■ ■ TFr2CANGLE % '.c �' TRIANGLE ♦ ♦ ♦ ^(O SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE.
81" m I III I 11 ■ ■ A u - / I �� ♦ ♦♦ ♦ o
_ �� f
lG ♦,' I, ♦♦ ♦ .., �� / / RECORD PRE CONSTRUCTION VIDEO OR PHOTOGRAPHS TO SHOW NOOUR TOWNS of NOR,rOEEE 1 o s I I I 1 I I I t w' zs•xz$"SIGHT l \t i 4 QQ♦� �o ���I ♦� ♦♦!Y� � /�� / PccE� \i _MECK,cneuxc I I 1 / TRIANGLE y •• YtJ% _.. / ♦ ♦ wHASTAT FOR HUMANITTY,NC I I ■ - • .' ♦ ,• \VO �,� 40 ♦♦ / \ / DAMAGES OCCURRED. Fo.s.+,ccs.Rc.nz = I I I I ■ •� ' ��� = 0V •r♦ \ 15 CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITYpRN:007 cu1M:' II I �■ J .7'' "E'B-7'BUFFER T ''? \ ") \ J♦� ♦ ♦♦ /, "' Gl / //// / // \i POLES ALL EXISTING FACILITIES WHICH CONFLICT WITH THEaIII I I■ ■■rrr� / -� ' `� ♦� 1 ��,v �',♦ EO�O • // 20'ACCESS ESMT/ / IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE
QA�������� �I r I ♦♦ 5 / RELOCATED AT THE EXPENSE OF THE APPLICANT.
■ 3s'xs'SIGHT ♦ .per i �o a\ / .// r
y- : TRIANGLE d ♦♦ ♦ .VO� °U / / / 18RKINNAIPING, IGNTRAFFICCNTROL-` ��',� II�� /
I Iii
1 I L_J < • ��■'�'�'�■ 11.� 'SIGHT GG. gU\�� ♦�r�y r(aVE' .r •♦♦ `� \)-E / / AND SUBSEQUENT REVISIONS AND ADDENDUMS,AS PUBLISHED BY (Y O
_ t ♦♦♦TRIANGLE •OVY�OYN ♦;♦♦♦ •a .tH'I.\O t ♦♦♦♦ �. Qom((P}j�/15' • c�/ FHWA,NCDOT,AND CDOT REQUIREMENTS. wrsi
II I I so. / ■ . Viiii . .♦per N0 n B/ -. ♦♦♦ / //T / ^/ sDE �pF
I ` 9� .o ■ ♦■ ,� 6 ' ♦♦♦♦ / 35'%35'SIGHT) ( // •p:6/ / 1 UNLESS OTHERWISE INDICATED,ALL PAVEMENT MARKINGS SHALL BE Z W
❑20'X20 SIGHT •
Aq oT P� ■ MANGLE _ ♦♦♦• ♦j ♦♦ / / SyeO/ zA 7 THERMOPLASTIC REFLECTIVE PAINT INSTALLED PER NCDOT STD.SPEC. ♦_
I I I I I �/ O O C ;A 35'X35'SIGHT ♦ ♦♦ ♦ ♦ ♦ / TRIANGLE
�0/ �• e SECTION 1205.
w TRIANGLE /101111111111111......N.,,i
�,`�cJJ4. ■ ♦♦ ♦ ♦♦ ♦♦♦• ♦ ,♦♦ •♦ 25'X25' �.. NI III / FO O ■ ♦♦ /♦♦ ♦♦ 'SIGHT / �� 18.UNLESS OTHERWISE INDICATED,PARKING STALLS SHALL BE 4"WHITEON1 I A,��n• 5' 0 0 O ♦ ♦ ♦• \N E / w0,a LINES. } H ONI ■c-- ■■�■■ Q qo�, t • •. �♦. ♦♦♦♦ 0- V W co
1 1II� ■��■prr■Vr■ a s\ 00 \ ♦• ♦♦♦ 8\\.0 / W N
19.CONTRACTOR SHALL INSTALL PVC SLEEVES UNDER PAVED AREAS FOR
1 :♦♦� yeti_°Nos Ai .. `°� �' \'r •_♦ f♦ ♦Q♦ /S / UTILITIES AND IRRIGATION LINES BEING INSTALLED AFTER PAVING FF-- U
P
III „R �♦♦ y ....►i��r•.■.. It, 0 �'��♦♦ ♦.♦■♦ / OPERATIONS COMMENCE.COORDINATE WITH EACH UTILITY AND LLU N
11 1 ■I•\■■. ■ -�� �♦♦ / / IRRIGATION INSTALLER FOR NUMBER OF SLEEVES,LOCATION,AND SIZE CL J Z
4 1 I , � 64�p�D C ION AVE.1 -` 1 1 ■111►■II,■I1p1 0 160,' �, ♦♦♦♦•♦.. / / ,{ / REQUIRED. O QIII /Xi
T ACED R/W -`/ i, i ♦♦♦♦♦ / / 20.ALL WALKS AND OTHER PEDESTRIAN AREAS SHALL COMPLY WITH ADAI 11 �p r r / y y 1 . ♦♦♦ / / " CODE FOR LONGITUDINAL SLOPE AND CROSS SLOPE.LONGITUDINAL d Q
I • ♦...._ _ �•=7cs'''�-- 'i•♦♦♦ / SLOPES SHALL NOT EXCEED 5%AND CROSS SLOPES SHALL NOT W
I I 1 z! Ip
KINGSPACESANDI I I it 1R/W � / . CC H
■ / i- OPEN ---J / �■t ■■■q■qp■p■■■•• �, \`ABANDONMENT BEGINS :,--
...,- 21.IN ACCORDANCE WITH THE NORTH CAROLINA BUILDING CODE,
�, p - SP _ ■• ■ SECTIONS 1012 AND 1014,RAMPS SHALL HAVE A MAXIMUM RUNNINGWH
ryr{s' /�' SLOPE OF 1 12 AND A MAXIMUM CROSS SLOPE OF 2%HANDRAILS
/I� Iq // 0.528 AC _ 1■`35'X35'SIGHT / •! / TICAL -ss SHALL BE PROVIDED ON BOTH SIDES OF RAMP WHERE THE VER1 _-i - �� �� , TRIANGLE �4�1z / RISE EXCEEDS 6".RAMPS SHALL NOT HAVE A VERTICAL RISE gi zLU
Q
�■ 35'X35'SIGHT \ ! 'd I ` 11 �� "" ,iS GREATER THAN 30"WITHOUT A 5'LANDING. O00
RIANG E �� / �� o Ln
\ / - ■�■ za _� �'sas � 22.IN ACCORDANCE WITH THE NORTH CAROLINA BUILDING CODE,SECTIONLn
I 1 I -� I / --=mL -I�o�•i gj ,,,"�/ ,} g�z+ 1015,GUARDRAILS SHALL BE PROVIDED ALONG OPEN-SIDED WALKING w =
II I I I / � Y■ s/ 'd'' O e" OE SURFACES WHERE THE GRADE ELEVATION DIFFERENCE EXCEEDS 30". 3
/ ��M- GUARDRAILS SHALL BE AT LEAST 42"HIGH AND SHALL NOT HAVE O Z
I I I I w ���'�i \ / ` '"r
■ ���z / /g 18'ec),8.`� ///// OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4"IN DIAMETER.
20'ACCESS ESMT / \ �ac / / // A/ BUILDING SUMMARY 23.A SEALED CONTINUOUS EXPANSION JOINT SHALL BE PROVIDED
- - �'�- I, ��ec)} / ��ll BETWEEN BACK OF CURB AND ADJOINING CONCRETE WALKWAY,AND .•.••••.•771
Rix:aoz osz m /
ZONING:Tc I I o- •� BUILDING d OF UNITS COMMERCIAL SQ.FT. WHERE CONCRETE PAVEMENT ABUTS ANY FOUNDATION. <Ci ARO�.,r / /
_ / / / A 179 - oxu
\ //\\
/ / < // •'ems cv'n y�9••••
4 131
ii
----
--- _Mil // /� C 18 LEASING/AMENITY A,o 0=4
/\ D 18 8,750 (10,975 GROSS INCLUDING RESIDENTIAL LOBBY) :W• z{=Q
/ 11z raw r�EaRNEEwe O TH2 6 a... �O'p
cAR ZONING: Tc uc SCM 1 / �12 °Ti: o- - / TH3 4 . NEER\N sA
x ONING:/AC
ZONING CODE SUMMARY TOTAL 346 APTS.14 TH.
/- - ---- - - ---- - - ----/ MIMI 44.' I
/ / / PROJECT NAME: �C��N 0.....
O8/ GREENWAY GARTENS CAR
// ��/�s / 20404 ZION AVE CORNELIUS,NC 28031 00706207,00706216, S•'
/ / ' c 00706217,00706219 /
44 1z /\ PROJECT ADDRESS: TAX PARCEL:
ESWEEP UNE
aoEr rAriaR L It servoxn I"-"-] P gJF%�/ // NI szSzz P.CITY OF a6�/ /p0// \\ / OWNER NR CORNELIUS PROPERTY OWNER,LP PHONE# - E02,878�p5-3=Z,
I // \ ��/111 \ OWNER ADDRESS: 558E STONEWALL STREET,SUITE 120; CHARLOTTE,NC 28202 • ZIa441,15-04'00'
zoxiNc. rc 1 MEP
/�,,j-'// / © \ / // // \ PLANS PREPARED BY: ORSBORN ENGINEERING GROUP p PCSO SUMMARY . r c,o
L / V PHONE [phone] ••
_ _ - _ - - / :\'''''
\ OC - N.
ZONING TD-0(REX 13-20) JURISDICTION: TOWN OF CONRNELIUS ORIGINAL PARCEL ID NUMBER 00706207,00706216
NO DEED FOUND
�� / \ \ /� DEVELOPMENT TYPE: MOULOT FAIMILY00RESIDENTIAL
LOT 1
/ PROPOSED USE: MULTI-FAMILY RESIDENTIAL&COMMERCIAL/FLEX
/ / pia�/ \ / \\ 7 AVERAGE BUILDING HEIGHT: - FEET STORIES: MULTI-FAMILY A&BMA%4 STORIES, SUBJECT TO PCCO?Y/N YES
TO arc oF 3. 37 `/ TOWNHOMEs MAX 2 STORIES, WATERSHED: ROCKY RIVER
�ARosEA NZNER PIN:007-062-11 / / 6B_vxo Pc OE // COMMERCIAL/FLEX MAX 2 STORIES DISTURBED AREA(AC): 24.00 AC
ZONING: EC / // /� / BUILDING COVERAGE: N/A SQ.FT. GROSS FLOOR AREA: N/A SO FT. RATIO: N/A SITE AREA(AC): 25.79 AC
/ ,Ix. RIB EXISTING BUILT-UPON-AREA(SF): 176.594 SF
�1 R O� LOT SIZE: 25.79 SQ.FT. NUMBER OF BUILDINGS: 7
/ ZONING: �///��f,R / / EXISTING BUA TO BE REMOVED(SF): 176.594 SF
/ / F. Of- YARD REQUIREMENTS: REQUIRED BUFFERS:
LOT 2
aARo zNER / / /6(Gs.'' EXISTING BUA TO REMAIN(SF): 0 SF
ZONING. Tc / SETBACK(FRONT): 5 FT. BUILD-TO-LINE PER REZONING TYPE A: NO/0E 30'FT. PROPOSED NEW BUA(SF): 595,715 SF
PIN:007-062-04
Ft��/ PROPOSED%BUA 53.0%
/ �Oy SETBACK(SIDE):0 FT. TYPE B: NO/El)15' FT.
/ E�// DENSITY(HIGH/LOW) HIGH
- - - _ OJ�HE 0/ SIDE YARD:0 FT TYPE C: NO/ 10' FT. TOTAL POST-PROJECT BUA FOR SITE: 595,715 SF
6j/ REAR YARD: 0 FT. TYPE F: NO/YES FT. DEVELOPMENT OR REDEVELOPMENT? DEVELOPMENT
Of. / NATURAL AREA REQUIRED(AC): 0 SF
/ // / / REQUIRED SCREENING:
eERNERx KREssencH \ NO NATURAL AREA PROVIDED(AC): 0 SF
PIN:ooT-acz-as \ NO FRONT /YES TOTAL STREAM BUFFER PROTECTED Z
O
/�// ON-SITE(AC): 0 Li:'
/ OE REAR /YES TRANSIT STATION AREA?Y/N NO ¢
v - - / / EN
SIDE L NO YES v m
() / DISTRESSED BUSINESS DISTRICT?Y/N NO
MITIGATION TYPE(IF APPLICABLE) N/A
_ - / / SIDE(R) NO/YES k k k
a - - NATURAL AREA MITIGATION?Y/N NO E E E Q
/ / PARKING ONLY NO/® / m m m
~ NORTHERN TOWNS BUFFER MITIGATION?Y/N NO N N N
J Q DONNELLY T & PHYLLISPHYLLS / IMPERVIOUS COVERAGE: 595,715 ACRES TOTAL PHOSPHOROUS MITIGATION?Y/N NO '2
r r
SHERRILL / / op, w w w+n
/ ` ANTIQUITY, LLC EROSION CONTROL&WATER QUALITY INSPECTOR:
o D.B. 2494, PG. 110 /\ CORNY PRIDDY_Cornelius-Davidson PARKING DATA: r ~
o / Nv D.B. 27646, PG. 153 z 2
PIN: 007-062-06 / \ 980-721-9058 o a o o w
///��� PIN: 007-511-46 AUTOMOBILE:
/ / / \ / // {\\\ \\ LAND DEVELOPMENT INSPECTOR: TOTAL REQUIRED COMMERCIAL: 220 SPACES en> >
o / \ \ HEATHER DAMS_Cornelius-Davidson TOTAL REQUIRED RESIDENTIAL: 547 SPACES(1.5 SPACES/346 MF UNITS&2 SPACES/14 TH UNITS) '' w L' L' Z
rn v \ \ \ 980-721-3571 TOTAL PROVIDED: 816 SPACES(494 MF SPACES,56 TOWNHOME SPACES, 0 0 0 p
m \ 103 ON-STREET SPACES,&163 OFF-SITE LOT SPACES) 2 0 2 2
/ \ \ ZONING INSPECTOR: BICYCLE: g a g g m
/ / / \ VICTORIA LICHTENFELD TOTAL REQUIRED COMMERCIAL: 4 SPACES
ig I / \ \ 704-534-4785 TOTAL REQUIRED RESIDENTIAL: 4 SPACES ry ry ry ry
c / TOWN OF CORNELIUS \ \ nzso Pc,w TOTAL PROVIDED: 4 SPACES/MF AND COMMERCIAL/FLEX BLDG.WITHIN BUILDING(REFER TO ARCH PLANS.) rl':'-1 m ry Lu
D.B. 10980, PG. 900 \ ry o Pi N a
\ Retainin walls>4 ft dential or 5 ft in t from Code Enforcement to construction. SOLID WASTE: m o0 00 a
o / / / PIN: 007-072-01 \ �08 9 (resi ) (commercia) heightrequires a permi prior DUMPSTER LOCATIONS FOR TRASH/RECYCLING SHOWN ON PLANS. o 0 0 0 0
c Survey Plat M.B. 32 PG. \ \ construction of wall cannot begin until all necessary permits are acquired. a D /X OI00000000e
`a 362 / \ \ SITE LIGHTING: N
\ THE MECKLENBURG COUNTY ENGINEERING DEPARTMENT HAS NOT REVIEWED THE STRUCTURAL STABILITY OF ANY RETAINING WALLS POLE MOUNTED SITE LIGHTING LEASED BY ELECTRICITIES.
3 171
/ / `yp \ \\ ON THE SITE AND DOES NOT ASSUME RESPONSIBILITY FOR THEM. REFER TO ELECTRICAL PLANS FOR BUILDING MOUNTED LIGHTING.
/ \ lOB# 23037
OPEN SPACE: NORTH
E / / / / \ \\ REQUIRED: 15%OF THE TOTAL SITE AREA(3.7 AC),50%OF THE 15%(1.85 AC)SHALL BE IMPROVED ACRES PER REZONING DATE: 03/29/24
\ PROVIDED: 3.71 ACRES(1.86 ACRES IMPROVED) GRAPHIC SCALE
0 \ SCALE: 1"=60'
ii DRAWN BY:
g'n e - s� APPROVED BY: JCO
m p i - PAUL G.Se CHANIN A.MURAWSKI
t-g D.B.25256, 9 PG. ( IN FEET) a O
a PIN:007-51G. 2
1 inch= 60 ft.
N u THIS DOCUMENT,TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN,AS AN INSTRUMENT OF SERVICE,IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED.REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY ORSBORN ENGINEERING GROUP,PA SHALL BE WITHOUT LIABILITY TO ORSBORN ENGINEERING GROUP,PA.