NCC241539_Site Plan or Location Map_20240521

• DATE:3/7/2024 0 0 0 O O
1X PROJECT NUMBER:LDCP-2023-00271
Jenkins•Peer Architects
— NOTE:THIS PLAN APPROVAL DOES NOT INCLUDE CHARLOTTE WATER.FOR 112 South Tryon Street,Suite 1300
MORE INFORMATION,PLEASE CALL 704-336-5499 or visit charlottewater.Org
CHARLOTTE_711i(11TF1T;- NOTE:SCHEDULE PRE-CONSTRUCTION MEETING AT LEASF 48 HRS.PRIOR TO Charlotte,North Carolina 28284
�HARLO 1 I Ii ANY LAND DISTURBING ACTIV[ry USING THE ONLINE FORM FOUND AT (t)704/372-6665
LAND DEVELOPMENT NOTE:THUS ov/devPPRO ant=enter
NOTE:THIS PIAN APPROVAL DOES NOT INCLUDE COMMERCIAL ZONING.ALL
BUILDING PERMITS AND ZONING APPROVALS CAN BE OBTAINED AT
MECKLENBURG COUNTY CODE ENFORCEMENT.PLEASE CALL CTAC AT 704-
314-CODE(2633)FOR MORE INFORMATION.
McAdams Engineering
NC License Number - C-0293
Civil Engineer&Landscape Architect
2100 South Tryon Street,Suite 400
Charlotte,North Carolina 28203
(t)704/527-0800
VICINITY MAP NTS
P GENERAL NOTES:
s
D \ GV, 1. ALL EXISTING PARKING ON-SITE WILL REMAIN Stewart
io NC License Number - C-0000
\',4'Sti Structural Engineer
qa "to,
101 North Tryon Street,Suite 1400
PFt� SITE DEVELOPMENT DATA TABLE Charlotte,North Carolina 28202
PaG ° p9' (t)704/334-7925
SITED 'P porelWarea: g,axnatanoexler Carolina glga
Total
Total sitearea:
Minimum Waren
12,0013 SF
�POLK AND i I Lot Zoning, required:
Ewa Optima Engineering Inc.
WHITE RD • nE UE UE UE I I____4
g.,re,ngauaBer,�nm applicable): • re�Amine NC License Number - F-0914
uE U Previousxtlsrn bl.l: N/A
Mechanical,Electrical,Plumbing&
u —T_— " ,UEx x x ` .-____% Detailed permitted use x NnfunIn A Park/RecreationRofm Fire Protection Engineers
A-J ,� °E QUT u< `" °`��e B e o x >o R I uE e u WA "/" 112 South Tryon Street,Suite 1300
O _w_ °50�— ry a I I I I I Proposed "ae, eawe: 20125 SF
Ogg Charlotte,North Carolina 28284
— -� G 0 —41ry I I `F •e. low (t)704/372-6665
—�— ed=v—titary rtO u,v fD�—ro ro Gry S 5 e \ rssre n)Front setback u sewzaer,.zrreer ,e.••nru.S
Q --— - ©���� G7.'7 F0 :(IL C� I.J.-. El;AIM g I= • °I: ,,=O�SH CAROB 9,,,
SITE LEGEND Iz / I-
---- I I'-'I.a a N nI�► "aIRear setback:
=m.t.awzrreen: N/A 4
0LF THE doHNR
1—_— ----\ 4 I 11 11111•ill _ \ A CgM AARAM NC �-
SIGNAGE ® 1 IF 111 yl 1 O� e
�® I Il IIIE JIIIIII e�O `� a rcentageinst.nv n,reH q a. N/A Proposed: N/A ,4 C 0293
Minimum bullding length as percentage of lot
V YARD LIGHTS /// I � I 1 6 a.1 6 1 c/ c\c\•\ length proposed m at N/A , qTf OF US�OF Jc
I I I If 11[ )IIIN/A
:* LIGHT POLE 1 �// 8 P 1®. I 11 : ::•. ry r—_ \ Longest MI„ree<I a
} 1 ® IIt
eta POWER POLE 1 P S . - area N/A nCAR
I I I li I M I I -L �tN °,
10. TRAFFIC DIRECTIONAL ARROW �------- (— - �5042 ,4, i,,,, u u Y L®I +'� ®' 1i{ I =I ' 2°M �.``2o GF ESS/° 9�'
I k __ a a�
---i I a \ I I �� IA► I prea. Resaar wA Lvrao.Me. WA - SEAL'` ,�,
I Q F S I 1 so--- IN�� EX.BUILDING(TYP.) I Proposed parking: EY$arnz`0lea. N/A Compact048769
NY I'I I`I ACCESSIBLE RAMPS I I =III EIINv Maximum parking WA E °
2 Vj R ALIGN CONCRETE D L •It� q t WA N/A
vn^
PROPERTY LINE II •] I� JOINT WITH BOLLARD 0 L vv y I� arse Installed: N/A Required BAD WA raaD
--- RIGHT-OF-WAY LINE I \�---_ -- - M WHERE POSSIBLE,TYP. • �I loading: vre WA xlAaEy� N/A FEBRUARY 01
- -- LOT LINE II 2 ^y\ -1, !'. .O�'1 �_ I I Required loading,
N/A Ron re N/A
re wA J�I�(,1^J/2 \k_' S23',]'40^H (3
EASEMENT LINE II I I uE 9ss UC/' •w s23rozztw �+ ,�, �, cycle parking:
sxn,trere, re,Hcenn
1 `^ ALIGNC 6 T R so oo Is.za ale' x/A ery WA
C EDGE W HEDGE D a R-so oo' R-so 0o S Na e a zan Doss 0 ss CENTERLINE I 1( I \ ® III i anampe yards: aaagnla4
) I OF XISTING L 3aa' L 3.7B 1 Screening:
111� �JI i 4AGP L[S•JS- oo' I t«atonendHINI.I N/A d�a�'�
FIRE HYDRANT ASSEMBLY 1 )
1 11 1 �v (ss1 _ 9.5' . I
"'Q =is°awenexenang area: WATazx gt° :m N/A lin �I•�• FIRE DEPARTMENT CONNECTION (FDC) —I11— �\ 41)
\ I (� r N/A proposed: N/A _ •
13 WATER METER I �y .0 g°3 saw -t' V
11 \1 \ \ T I•laMMIw1®� I I space appuremel: WAas Praoo:m: sow ��
N WATER VALVE \\ \\ \ CONNECT TOm - 1 merisop ® eenre,n pen spare In ap F
1 1� �J 4 � 102 25 n Outdoor storage:
ppnra Requires. Proposed:
\ \ EXISTING PATH ��fsrw � t2.0 =e ilia nle)d"anlel: N/A N/A prepnsm WA WA `aA
HI POST INDICATOR VALVE 1\ \\ Cr rt. /►/ f t 5�� ®�,
VALVE IN MANHOLE \ \\ \ *0421)-40, 1 I1 N WITH EDGE OF DRIVE Percentage afne building... I N/A
® \\ \� \91 `•�• t • ® -+,� `�� II +CENTER OF BOLLARD n
METER&VAULT \\ \\ \ \'Q rc�\ 's 101; CURB TRANSITION FROM
2530 JOHNSTON
© BACKFLOW PREVENTER /\\\ \\� \ \ �\` `g ® ® STANDARD TO FLUSH CURB re
BFP BACKFLOW PREVENTER \\\ \\ / �j ``` ii$ Alk i Oa�ERH LER RD, r
1 REDUCER /\\\ \\.\I/ ` CURB TRANSITION FROM , i
, �, 11 iCHARLOTTE, NC//\'\ \ _ ``\ ANDARD TO FLUSH CURB . �s2s l' )I
0-1� BLOW-OFF ASSEMBLY / \\ \ ` NP. ®' .e /
\ \GA ( ) 28269
SANITARY SEWER MANHOLE y(�)� / \ \C, /� .9 GF� ■ J b co
D
0 • (\ () (m)—\'\ \\1 ` `�'\�r NEtR/ASPHALT 's1 vE� y
SEWER CLEAN-CUT _��(so)�50 /I� C ``` \ N F m . 10.0' to.o' I / ALTERNATE 7-8'ASPHALT MALLARD CREEK
SEWER FLOW DIRECTION \ \\ // y\ 'p 173 80' •S PATH(TYP.)
ARROW \ >\ ' �� �ry yo . RECREATION CENTER
% ` ` ' 5.Q ® ■` ' / I RENOVATION
N LINE BREAK SYMBOL / // `` \\ N h`
\
H DUTY T•' I
WATERLINE / // •
\ (\ i/ \ i— ` \\C. 1 PAVEMENT WEDGING(TYP.) / •F•�•�•�•�•�•�• .�.�f..(4 �u ..�®��s� ��� �� o Code 0000 / Item 000 / File 000000
WATER SERVICE LINE \ / /i—\ I �\\ -._ 0 0 . •���I�.h..®®Y® 0689 � �....� ®.....P R-90oq
\ \\ // / \ \ �� \G 1 I.-_ _3r '- I
�% ��..®000:�®!=�.�®®��4 s23•orz,w-®®����....�J®�.�.�.�...av'�
—FM—FM— SEWER FORCE MAIN \ \--- / � I / `.�ry 4, \\�\ \\ '�-?,,r�•v �. ®� ®••••ems ®�••• �•••�B�••• ® ••• `��, L,<I TAG(DESCRIPTION DATE
—G—G—G—G— GAS LINE \ /%/ /'/' \\ \\ \ _
dl BE— OVERHEAD UTILITY \ \ //' %' \ \ �\\\ \\\ // F I A r / T - ► 1 COUNTY COMMENTS 30.05.2023
2 CITY OF CHARLOTTE TO SUBMITTAL 11.30.2023
\ // \ EX.PAR ING TOR MAIN o \ ° 3 BID SET ADDenouMl u.la.zoz3
// / �\ / = EI�I� n •O `\,' ' , 4 BID SET ADDENDUM 2 11.29.2023
—UE—UE— UNDERGROUND ELECTRIC / / \� yS 7 \ a/ d �1w.• ° }-` �� ♦
// j ^ \ // \\\, A Ai. �® �'r� �•,X�' /x 5'FIELD BUFFER(TYP.) Fjj►jQ 5 CITY OF CHARLOTTE 3RD SUBMITTAL 02.01.2024
—T—T—T—T— TELEPHONE / / /� \ / 't�^..'J I 11�^.,�J �.��. ';1_• g ►�..,
NEW ASPHALT \ / 1\\\I/%' \� \\\\\ , / l.l' I I N I W.J' • I 0 l�O8 i.,'/' / �®
I I HEAVY DUN TRAFFIC RATED CONCRETE e'/\
/I
EX.CURB(TYPJ /�- I ` ; I�:.4
B �\\ \� 1.5"MILL AND OVERLAY \\ \\ \ —� / / F •"•,�;`•'•1 /n
22
SEE C-000 FOR HARDSCAPE AND LAYOUT NOTES \ \ \\ y ��.�.� %'.14.
.��.�� �O co
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\ \\ \\ / /
pit► ••,.�:�':^ F...,
\\ \� �\ EX.EDGE OF PAVEMENT(TYP.) � 4 I •� 0'
\ \� \ ���\ / /` \ `Iz � ,• Z:��►�Q*,o U5-U6 CCER FIELD
\ \\\ -, // \ / F" p40 1 /
,,;AX� 1('•�•�'.��.; / U5-U6 SOCCER FIELD0
/ 1
\ / '.4.',, zz.,,..., `4
\\ / \ �� `\_- m—gym m �� -- 1•rft �OY,, /�
___
N\\ / /7/7-\ E— I '��. / ip��' Project: MEK21002_01
\\ �_ gba'` ��� Drawn By: APM
\\ - I + o N4?k• , ��i�0i Checked By: MDD
\ II Date: October30,2023
\ / / I I• 33.0' ;®
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\I // - / L -I', Jenkins•Peer Architects ©copyright 2023
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.. q ..l LAYOUT PLAN
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I I / ALTERNATE 7-8'ASPHALT
--- 1 I s Qo /w PATH
(TYP.)
I
r -)-- I 1 t REFERENCE NOTES SCHEDULE PHASE 1 PAVING
—sD— CODE DESCRIPTION QTY
I EDGING P-101 CONCRETE PAVING 3,625 sf
1 ! ' CODE DESCRIPTION CITY DETAIL
I
/ E-101 PLAYGROUND EDGE 2421f 4/L-400 -
P-102 CONTROL JOINT
A
(^r I
`I�( 1' ` FURNISHINGS P-103 EXPANSION JOINT
I — SYMBOL DESCRIPTION QTY DETAIL PRODUCT
-� I ( P-104 PLAY SURFACE-GRAVEL,SUB-BASE 2,728 sf
I
F-101 RELOCATED BIKE RACK 1 / OWNER PROVIDED/CONTRACTOR INSTALLED
: `•
1
-I. I • -F-102 REMOVABLE BOLLARD 16 1/L-401 SEE DETAIL P-201 ASPHALT,PEDESTRIAN 4,215 sf AlF CONTRACTOR SHALL NOTIFY"NC811"(811)OR(1-800-632-4949) AT II I '�.�:�:�.�.�'
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION 1 �1?:4. �1 RAILING,FENCES,AND GATES
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. ) 1) F-103 RELOCATED BENCH 1 / OWNER PROVIDED/CONTRACTOR INSTALLED CODE DESCRIPTION QTY
GRAPHIC SCALE 1 1
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE ° BA Al °Il j I 1, MISCELLANEOUS R-101 FENCE 88 If
Know whatls below. THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811". \ CODE MISCELLANEOUS
DESCRIPTION QTY DETAIL
Call before you dig. REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. 1Inch=20ft. \ C D DOCUMENTS
\ M-101 EXISTING FLAGPOLE,TYP.
THE ITLESQUANTITIES I PROVIDED FOR AVE APPROXIMATE CE RD COULD AL FROM THE ACTUAL O 0
QUANTITIES REQUIRED FOR THE PROJECT.CONTRACTOR SHALL VERIFY THE
QUANTITIES AND NOTIFY THE DESIGN TEAM IF ANY DISCREPANCIES ARE FOUND. .
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