NCC243697_Site Plan or Location Map_20241202

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FINAL APPROVAL 7/21/20227 TREE SAVE LEGEND:
.1 .1 A I I _ I - NOTE:REFER TO PHASE 1 SDRMF-2021-145 FOR FULL TREE SP1/E PLANTIN, II.PROVE @3 ill ACM282p2 ET
;��,�„�,� . PROJECT NUMBER: SDRC-202 1-00140 N
3 AM iii6 SYMBOL DESCRIPTION �ONSTRU
I L � - '� UNDISTURBED NATURAL AREA PER PCSO(F ER PHASE 1 E G. I SNSE#OM
C 065E
NGINEERING Brendan M Smith _ i i I � = — I L � ON-SITE UNDISTURBED TREE SAVE AREA(=FbItY13�6aTTE-MECKLEP BURG PLANNING DEPARTMENT
a1 �/ ON-SITE REPLANTED TREE SAVE AREA(PEF PHASE I)
P SO/DETENTION/DRAINAGE PLAN I 'I W t
Jason P �}.y^�}+}5�+CHA
/ I F- L _ O EXISTING TREE TO REMAIN(PROTECT IN P\L,CE) 07/�� �"(G U C E Iy T
Patrick I I \` MMUNIT ES
EROSION CONTROL atrick Storz --- TREE PROTECTION FENCING
i
IA
RBAN FORESTRY
Henrynzi
1
LEGEND'
u �g
Tf EE ORDINANCE J � - - -
1. REFER TO CLDSM 5000 SERIES FOR STANDARDS
CDOT Kevin Parker /
EXISTIN/CREEK If PARCEL ID-22313228 RELATED TO PARKING STANDARDS,TYP.
EX.MULTIFAMILY
NOTE:SCHEDULE PRE-CONSTRUCTION MEETING I I ,L-"", DEVELOPMENT 2. NO PART OF THE BUILDING WALL IS PERMITTED OR
ZONED-R-I2MF(CD) PROPOSED IN THE SETBACK OR PUBLIC ACCESS
AT LEAST 48 HRS.PRIOR TO ANY LAND \ I _
DISTURBING ACTIVITY USING THE ONLINE \ s ` EASEMENT.EAVE OVERHANGS AND STEPS CAN
F�RM FOUND AT http://charlottenc.gov/Id EXISTING 30'POST CONSTRUCTION BUFFER. y ENCROACH INTO THE SETBACK(UP TO 3'),BUT MAY
I/ NOT BE ABLE TO ENCROACH INTO THE PEDESTRIAN
11 9< `. I I I END-OF-ROADWAY BARRIER/MARKERS PER ACCESS EASEMENT.
-- - PARCEL ID-22313221 PEDESTRIAN LIGHT FIXTURE CLDSM DETAIL 50.07AB&50.06AB TO BE
1 _ I BY DUKE.FINAL LOCATION TO INSTALLED UNTIL ROAD EXTENDED
EX.SINGLE FAMILY / BE DETERMINED BY DUKE. 3. ALL TYPE II DRIVEWAYS SHALL BE INSTALLED PER
1 I ZONED-R-3 LIMITS OF DEDICATED ROW
/ I PER ZONING PETITION#2020-145 CLDSM DETAILS 10.25E'.
SECTION III
I
11 / I � ? 4. SEE SHEET C4-00 FOR MORE LABELS/DIMENSIONS&
EXISTING SINGLE II EXISTING
REMAIN / - � - - � - -��>~ - -—� PROPERTY LINE INFORMATION FOR ROADWAYS
I FAMILY DRIVEWAY I Oy0 `I- / �...• / - - - - t--
A�,11■■ Po y . r—_
I •
I _--\ ��o� G� /000-ROh� / _-- LOFT REAR YARD ,
Id%ti� I LIMITS OF DEDICATED ROW I v% / i ��o. / --- _-----/ I
' � \ I PER ZONING PETITION ??9 po / h' .'°o. / --_ - -/ _ - 4
v #2020-145 SECTION III �'o� .> /?�
1 I
\ _ ' 14'SETBACK � �' < \\ '�
4:;/
v •i
II �1 NCDOT IO'X 70'SIGHT -I � %�� d�� -' _ -
VISIBILITY TRIANGLE �; �, � v :,,___•__
- __-__ __---- _ _
/ / CDOT 50'X 50'SIGHT - __ _ _
' ��• TREE PROTECTION FENCING TO BE -
/ / VISIBILITY TRIANGLE •'� - _ --
a ' / {�11 �' �- PROVIDED AT EDGE OF ALL TREE __---- ___---I _ _
■■ / PROPOSED DEDICATED I A SAVE AREAS PERMITTED IN PHASE 1 _ --- --
p. • / BALLANCROFT PKWY 1 `G �■ --
1 PUBLIC-R/W VARIES)." 'r ��� SDRMF-2021-00057 _ ------
,'•• / / / S.\ ` \ CDOT 35'X 35'SIGHT ��I
. / y/ \ \ PROPOSED ROW/ ___
' ,. IF
= 11 PRpP�R�'� '__-_ \\\\\\\\\\\ \ VISIBILITY TRIANGLE SETBACK LINE -/-----------
�� VIS
/-- ---------`� ®I
' ''''
VARIABLE ■T■� ` RETAINING WALL AND ` \\ \�� MAINTAIN 2'SUE WHERE THERE IS NO STRUCTURE.IN __- _
d �
WIDTH , �' \ \\4111P` AREAS WHERE A 2'SUE IS NOT AVAILABLE DUE TO
CONCRETE �'� � __ SAFETY RAIL(TYP.) •V `\\V `V PROXIMITY OF A STRUCTURE,THE SUE SHALL BE 0-1
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a ,<'MEDIAN ® _ LOCATED AT THE FACE OF THE STRUCTURE, P. I
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11�,, ill
P —w �. ry ry •' ACK \N ‘,‘„,\ \ \\ \ \\ \ \� \ HSC, \ \ ,\TS
1 ` -•• PHASEBE I-
a N I CP 14 SETB • \\ \ \\ \ `\ \ \\ \ \\ \
� �� �• ,
EX 60.00 ROW I p -0
j 0 ,y '� V `V A `V A `V A `V A� C•q�'C,�• R7(p� PERMANENTLY
r e.OSF
oaf
i / I '`� \ \ \ \ \ \ \ \ .)7 �, \\\qs� PERMANENTLY SEEDED _ -�
4 I o A° / CAST IN PLACE RETAINING WALL PER / • "� ` \ •`\ \\`\ \\`\ \\`\\�\ a(V d -
m I ,- STRUCTURAL WALL TO RECEIVE A V A A A ,p,, MAP
1 _ ENHANCED BRICK VENEER AND CULVERT CROSSING AND RETAINING WALL.REFER `V A `V A `V A `V A V � �W KEY
' I�!�I: --- DECORATIVE SAFETY RAIL ATOP WHERE TO CIVIL AND STRUCTURAL DRAWINGS,TYP. \ ` \ ` \ ` \ \ \\\ g I- ■' �©' w. �'
IV 1 1 �iv APPLICABLE.TYP. - ` AV ` AV ` AV ` AV ��, - 1
�li _1=� ", / I "P MAINTAIN 2'SUE WHERE THERE IS NO STRUCTURE.IN \ \ \ \ \ \ ` �� ,-.1-,
/
/-I AREAS WHERE A2'SUE IS NOT AVAILABLE DUE TO ` \ `\ \ ` > L--I- O �� r. '
\ 1I �, / • • , • • PROXIMITY OF A STRUCTURE,THE SUE SHALL BE \ \ ` \
■��� / / I `� / LOCATED AT THE FACE OF THE STRUCTURE,TYP. ` ` 4,41111;N, TYPE II MODIFIED _- Nir
e
pROP 6 ROW 1 =��! i)( DRIVEWAY -
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141111
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ise::4.
A go z ip,o cZi C 6H O ' \NE / // \V A A v A / < ��® �O®Q-.�N lxcxr ®!a�°i
w crn G�i°x ° (iliiik i - ('!\' I \ \ \ 1 ^` PLANT STRIP,TYP. %AI,, -.....� _2, .�
IMPACTED TREES ALONG MARVIN RD. 8// / {/
ROW ARE SUBJECT TO AND WILL PAY - --- ° / ,�"� / / ` \ \\ �� n' '/4a®eall;n•Pa\\
NCDOT MITIGATION FEE,TYP FOR ALL \ // �" / \ `\ '� ,a \ R �•' --, �7�//111111�
IMPROVEMENT. \ \\ \ cF\ „n __ i. '� -
MEASTROW ' / '�' / `\ \ ,, �°C� R�'"� TYPE II MODIFIED ___---- lY ,�SN.�ARO"�,
',I f1 NCMEASURED 35'FROM '"� I _ / / \ PROPOSED STORMWATER \ � 4, DRIVEWAY /
i4
CENTERLINE a MANAGEMENT POND --- O NDSC"•/
c/ \ PERMITTED IN PHASE 1 \ \ / o O c :oa F:9
I I R/ \ \ SDRMF-2021-00057 �.,__,,, j •U _ •w r
EXISTING DRY DETENTION PART OF GRACE N\ / /1 p N -*: P
CHRISTIAN CENTER DEVELOPMENT.SEE K�/7
ACCELA PN:LDC-2009-00147 FOR GRACE /pr' N
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ADDITION PLANS m \ \ N - -)\ / O O ��•qRED�.••-
I PHASE 2 STREET CONNECTION \ N -__=__ / K LU H /'��b�/�'d22
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N \\•\\ \\\`~��' / /\\ NO. DESCRIPTION DATE
09/30/2021
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-- \ // /,\ \I 01 ST LAND DSUBMITTA DEVELOPMENT
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EXISTING RIGHT-OF-WAY PARCEL ID-22313217 VERT: N/A
EX.CHURCH HORZ: 1=30'
�� ZONED-INST
`� 1 0 15 30 40
SHEET TITLE
\ MARVIN ROAD CENTERLINE
..../.----'----- 41110
OVERALL LAYOUT PLAN
SHEET NUMBER
C2-00-P2
7/6/2022 4.01 PM JULLIPN HUDSON N.,,o,a„o„SMCACADOCUMEN<ATIONMPHASE2(BALLANCBoFTE>m„o,a=3,ELH_LVOT-PH2.DWG ORIGINAL SHEET SUE.30x.2

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(CIX1,, / X r U - I \ \\\ \ \ 1 �\\ STORM DRAINAGE NOTES:
FINAL APPROVAL 7/21/2022 I �\=\`I \�/ �� '� I I ' j'��f / ` \
® �I \ ` V I III I I �` \ \� \\ N.N.
\ 1. ALL STORM SEWER CONSTRUCTION SHALL BE IN ACCORC ANCE WITH FROV E®3 - '�I" AM STREET
w/ ${ I 1 „K�l i ST Y CHARLOTTE STANDARDS AND SPECIFICATIONS AND ALL OTHER CITY,S ;PE A^ E, C 28202/��prPRODECT NUMBER; SDRCj-�O� 'li��r15 1 / �_ \ FEDERALREGULATIONSANDIORSTANDARDS. ^ /� 3 325vi ARIAl1E I t',/,I \\ I 1 \ /'rt / / / \\ j \ \ \ \ 2. CATCHBASINRIMELEVATIONSAREGIVENTOTHEEDGEOFASPHALCND ST RU cj y SIGN.COM
XY -\.\/ \) �\ 1� j�J I Y\ �y / \ \ �� \ \` \ 3. RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIM STE AND ARE'-0 10CEIEG. [[I NSE#C-O65f
\�® - ly `\ 1' \ 'I�/I �\i sT \/� //� \ \ ; INFORMATIONAL PURPOSES ONLY.ACTUAL RIM ELEVATICV 4g�
1 \ \ry` 1 + , .. p�-J \ i / �j \ \� \ I J\ ` J \ \ \ DETERMINED BY CONTRACTOR AND ADJUSTED TO MATCE�9NorNEN@'IECKLEt`BURG PLANNING DEPARTMENT
N G I N E E RI N G yy � COORDINATE WITH CIVIL BASE CONSTRUCTION DOCUMEI T DRAWINGS.
Brenda Itli \1\ \ /N �\ / - - I� I I� \ \ 4. COORDINATE ALL CURB AND STREET GRADES AT INTERS[CTIONS WITH INSInon P
P SO/DETENTION/DRAINAGE PLAN \\ I_ II I" � \ / / y_./ `), \ I �II I\\ 1 \� \ \ AS WELL AS IN THE CIVIL BASE CONSTRUCTION DocuMErTDRAwwcs PR rr. Cr
U _ 5. ANY DISCREPANCY BETWEEN PLANS AND FIELD CONDITI NS SHALL BE BROUGHT K t T
1 p / I I / 1 I / -_ _ / \ \- \\I \` \ \ ///\ TO THE ENGINEERS ATTENTION IMMEDIATELY. 07/21
EROSION CONTROL Patrick/ I 1 �$ / / I 0 (7 1 \ b ��\ %// 6. PROPERTISF THIS PLAN IS NOT AN AUTHORIZATION TO GR AT IAfFNT M M U N T F_ S
\ II I i \ / � N \ \ \ \ /r / PROPERTIES.
® I1 , , (� \// \ \ / 7. IN ORDER TO ENSURE PROPER DRAINAGE,KEEP A MINIMUM OF 0.50%SLOPE ON
\/) l 4 I 'L- L�- / DI '\ 1 ` \ \\ \ // THE CURB.
\ / 6 1 \ / \ \ \ \\ �\ \/ / 8. CURB AND GUTTER SHOWN ON PLANS MAV BE ADJUSTED BASED UPON FIELD
�` // STAKING BY ENGINEER.ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE
e C Henry 'mil 1 • / I B � \ / \ N.
EX.STORMWATER BMP y,
URBAN FORESTRY . I I Il \ \ ' / // / MODIFICATION BASED UPON FIELD CONDITIONS.
TREE ORDINANCE I \-r 4\I I II I q \ \ \ \ PARCEL ID122313237\\\// ///'/ 9 ANY STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW ORACCESS IS
1 \ S 1 [ / \ \/ / / PROHIBITED./ till EX.DEVELOPMENT
\ \ / I ii
I �, \ -_i /,, 110. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS,PART
1 \ / ZONED-CC `C// 1926 SUBPART P,AS AMENDED.
r \\ \i It 1' /�/I(� -�yI \II E I' I` /r/` !11. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND
CDOT Kevin P W f \� EXISTING CREEK 1 III X / \ / \\ \ / \ /\ )O� UTILITIES PRIOR TO CONSTRUCTION.
\i I ( /I , 1YYY 6- \ - / _ \ �_ -,_.„____/ J \ 1 I \ -// 12. IF PROPOSED UTILITIES ARE INSTALLED WITHIN 12 INCHES,HORIZONTAL OR
\ 1 1 \ // 1 --I PARCEL ID-22313228 \ \ / PARCEL ID-22313228 II / / \�L/ VERTICAL,FROM A GAS MAIN,THE CONTRACTOR SHALL INFORM PIEDMONT
NOTE:SCHEDULE PRE-CONSTRUCTION MEETING EXISTING 30'POST �� V / 1 NATURAL GAS COMPANY.poa)szs-sses.
f \ I 1 / a.d. EX.MULTIFAMILY / - EX.MULTIFAMILY \ I PHASE 1 PROJECT / //' 13. ALL PERSONS OR AGENCIES DOING WORK IN THE PUBLIC STREETS,HIGHWAYS,OR
AT LEAST 48 HRS.PRIOR TO ANY LAND :onlsTRucTION BUFFER. DEVELOPMENT DEVELOPMENT
DISTURBING ACTIVITY USING THE ONLINE \ / - Od PUBLIC RIGHTS-OF-WAY ARE RESPONSIBLE FOR OBTAINING ALL NECESSARY
ZONED-R-I2MF(CD) ZONED-R-I2MF(CD) 1 I BOUNDARY I,' j� PERMITS,COORDINATING THE WORK WITH ALL AFFECTED GOVERNMENT AGENCIES
FCRM FOUND AT http://charlottenc.gov/Id \ " " DA#2 ,\� \ / / o // AND UTILITIES AND INFORMING OCCUPANT OF ADJACENT PROPERTIES OF ACCESS
- - �� / - I 1 / IMPACTS DUE TO THE WORK.
I ID-22313221 / / 1 5 14. RESPONSIBILITY FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SAFETY
/_ TX.SINGLE FAMILY POST DA 1.98 AC ' - T L '� DEVICES FOR THE PROTECTION OF THE PUBLIC,THE WORKERS,AND GENERAL
} L l Y \ / PROTECTION OF THE WORK SHALL REST WITH THE CONTRACTOR DOING THE
--_-_ �_ -- J I�yl EXISTING BWG�EO\ EXISTING
FENCE REMAIN I POST IMP. - .70 Al/ / / \ \ __---___=- _ 11 /\J / 1TRAFFIC
1 FAMILY DRIyEWAV � �r`'_ - � �-�"- -- .--,--.i- -� '' r- �� ti"�QP�,L ALWORK.
/ �I %
1 Y I I \ l�1 -„y` �I�__ fy_ / ,_- ---- ------ - --- ---- CONTRACTOR TO COORDINATE WITH MANAGEMENT OF
a
5. LANE CLOSURES THAT ARE REQUIRED SHALL FOLLOW THE UNIFORM
-- � - yM -� I CONTROL MANUAL
\1 \ y \\ �, .� ri ,�- `�� / \ a- I1I �\ / DA# / \/ ye ao,„,,,k \ 1STREET
- ' I / -, / ' �• TRAFFIC CONTROL
6. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE
_ ;, --7 RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
17. CONTRACTOR TO COORDINATE ALL WORK WITH OTHER UTILITY INSTALLATIONS
_- I I I `'-`�,�1 - �" - - _ - - -"�' �� POST DA= •3O AC °�-- NOT COVERED IN THESE PLANS(ELECTRIC,TELEPHONE,GAS CABLE,ETC.)AND
�Wi��, II I \ / �� '' \ I _-� --= - " POST = .41 AC / 1 PAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS AS
A /
� //
IMP
�P ` ALLOW FOR THEIR OPERATIONS AND CONSTRUCTION TDO BE PERFORMED
- I --- 8 RESULT OF HIS WORK.-- E
���. VI �I Y/\ ��,„� 1i R ��� l _ ---- -- ------- ------ -- \ } ._ _.__._.___ ..„ J.I YVY I 19. ALL LINEAR FOOTAGE FOR ALL UTILITY PIPES ARE APPROXIMATE,ACTUAL
.� 1 a If.__�, �e/,� b. ` \` �•�� \ i _ _. -' \ _ -- 2 INSTALLED QUANTITIES MAY VARY.
t
Y
- '� y ` �1`` �` ® 1 _� -II- Xr- --IInU1___._._._-.__._._._.- - -
__ 9 I
�� \ -
0.STORM SEWER LEAD-INS TO BUILDINGS SHALL NOT BE INSTALLED UNTIL BUILDING
1/ A \�_ / - , -\ U PLANS ARE COMPLETED AND LOCATIONS ESTABLISHED ON THE ARCHITECTURAL
- ../�.T / ST PLANS.LEAD-INS MAY CHANGE 15 HORIZONTALLY AND 3'VERTICALLY PRIOR TO
1 I, 1 �� r�/,.� _ ,. f:� - UNDETAINE, ��`��\ �� \ - ����`_���� ` INSTALLATION AT NO ADDITIONAL COST TO THE OWNER.CONTRACTOR SHALL
_ (()1� `�r-v/A / �..�� . •\ �;; \` \\ s �� - _- ) �� "� ; (' REQUEST AND RECEIVE WRITTEN APPROVAL FROM PRIME CONTRACTOR PRIOR TO
PHASE2STREET 160� • � ' -•ST DA- 2.36 /�`�``\\\\`\� C . -..ems / �s>�- INSTALLATION OF LEAD-INS.CONTRACTOR SHALL COORDINATE LOCATIONS,SIZE
���///
C `�� \`� \ \ - - - - _ -_ ' -\ AND INVERT ELEVATIONS OF STORM SEWERS WITH APPROVED BUILDING PLUMBING
= 0-145 ' ;I' `�� / . .`,\,\. . ' _-- �..
.ONNECTION PER APPROVED
.I I "��� ( POST IMP. � � `, PROP.STORM .,a�� LIMITS OF WORK I ' )/ "L� !'"
\ O21.TIME OF CONCENTRATION ASSUMED TO BESMINUTES(0.0833 HOURS).
R.ONING PETITION 202 22.CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION.
PF'IASE 2 \� O _ 23.MINIMUM COVER ON ALL STORM PIPES SHALL BE 3 FEET FOR HDPE AND CLASS III
- ST if \ `��J- ~�_A � �416N,
` " __-- �� S \ / RCP.CLASS IV RCP SHALL BE USED WHERE COVER WILL BE LESS THAN 3
11111k
/� '- e.,.„
\ �L ., 7®��� 1 ����_ / / ,;.1 \ sT\ T J //\/ CONTRACTOR TO COORDINATE ALL PROFILES AND INVERTS.ES,!•) I^ 14 - ?fyga `` \ �' \\ ��\- C _ _ ,i ��s��� __ '_ o O/ ,J�/ 245.ALL NON-STANDARD DRAINAGE STRUCTURES(CB'S,HW S,FES'S,BOTTOMLESS
_) ' 9 I �' , -- /F , �� - / / \ / CULVERTS ETC)WILL REQUIRE SEALED CONSTRUCTION DRAWINGSs\ p• /
4� / \_ �,EX.T ` _-___ ._-__OWNHOM I 1 \ \ � (25.STORM DRAIN PIPETO FOLLOWTHEAPPROVED CITY OFCHARLOTTESTANDARDS
I 1 Q / I \;`y '/ �, ` , `� -, " i ( I ANDSPECIFICATIONS.HDPEANDRCPSTORMDRAINAGEPIPEINSTALLEDWITHINE 1 S ! \ ` Ie - - - \'In \ EXISTING OR PROPOSED PUBLIC RIGHTAF-WAY MUST BE APPROVED BV THE
1I DEVELOPMENT i11; 9 �,� / / /. // / I �- •"":✓�u - /� F PARCEL ID-22313235 CITYSINSPECTOR PRIOR TO ANV BACKFILL BEING PLACED.BACKFILL MATERIAL
1�I ZONED-MX-2(INNOV) I - t 1 - .' I I re - EX.DEVELOPMENT MUST BE APPROVED BV THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE
\ iMp y MATERIALWITHINTHEPUBLICRIGHT OF WAV\ j�f V ZONED-CCI II �, J \ 1 �\ = 1 // •®\ �� III \� 26. PRIOR TO INSTALLATION PEB FACED SHOP DRAWING&FOR UNDERGROUND
�� a / -� V ) - ` DETENTION SYSTEMS MUST BE FURNISHED TO CITY OF CHARLOTTE ENGINEERING
J/ `�� _/ I illDA#1 DETANED FOR APPROVALI / '/ `, ` �� -- _ _ • _ I / 27. PRIOR TO CO SURVEYOR SEALED AS BUILT DRAWINGS OF STORM SYSTEM MUST
/ __- POST DA= 13.15 AC -- I 1 / I 1�, 0_•
/ I / BE PROVIDED1IY1 I I I �. \ / li I I
l l�' / 28. PER SECTION18 175e)OF CITYCODE AND SECTION 10 0 OFCITV'S POSTEXISTING DE NTION PART OF GRACE , ' ) T �^ o �j n /�('� _ I n CONSTRUCTION CONTROLS ADMINISTRATIVE MANUAL,ALL REQUIRED NATURALCHRISTIAN CEN R..V OPMENT.SEE ACCELA ` �� I r vST IMP, SJ,"/ A_Ci �', IIIy/ / AREAS AND/OR POST CONSTRUCTION CONTROLS EASEMENTS(PCCEs)MUSTBEPN:LDC-2"9-00: OR GRACE CHRISTIAN�� \ \I\ "-- -y I -♦ - I/ I N^ER , B� DING ADDITION PLANS \\ ' \ \ •." - , I - - I / I /
CENTER ;
\ / . / • -,' . \ 8 g
1 �� \\ r' II
], I SITE INFORMATION KEY MAP
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RINGS CROWN WAY _ Ep:18.6 ��\ \ / '` ` -
� \ �I / SITE AREA:+18.85 AC �
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• PARCEL:22313218
--j EXIBTING cHy�cH:Rlv Ay_� � v V A A�`�� \ 1 xJ �� /
• CENTRAL CATAWBA DISTRICT/CLEM WATERSHED111
/ ��II \A\ \ ��\\ A \ V A ����� y/ i/ \V A - / SITE IMPERVIOUS: ���.
\ \\ ` "'�� '� \ \ I / PRE IMPERVIOUS =0.00 AC et:
EX.TOWNHOME '" G \ �A \ \ "-\ i v I v
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� DEVELOPMENT o \ \ \\\ B ``� �` � + \ I \\ _ �I / POST IMPERVIOUS =6.32 AC `�� -
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��°i \ \\\� \ \ � ``\\ \\ II - I �' 1 / ,' THIS SITE MUST MEET THE REQUIREMENTS SET FORTH IN THE `���N wrruR�( 4
\ / \ POST CONSTRUCTION STORMWATER ORDINANCE FORA j=r' yZ
/ ,�� m \ \ N. \ N\� \ \ \ if I I\ I \ / \ DEVELOPED RESIDENTIAL SITE HAVING GREATER THAN 24%BUA -
\ \ \ \ I 1 1 _ / •, l LOCATED IN THE CENTRAL CATAWBA WATERSHED DISTRICT.A *= C-015
' \ \ \ NN . \ \ \ et_ e>_ �\ I� I/ I
L j I \ DOWNSTREAM ANALYSIS WAS NOT PERFORMED THEREFORE THE
,� iJ \\ \\ --/ \ \ --.. �` c -� - 1 / FOLLOWING REQUIREMENTS WILL NEED TO BE MET: ( u•`��
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' , PARCEL ID-22313217 \ \ �`�� ��- '` / 'I(/ // 9 •\�
4 E\TING RIG T OF WAY \\ • 85%TSS REMOVAL FOR 1ST INCH OF RAINFALL i/llll
1 \\�\ EX.CHURCH \ - _ \ / /
,� � \�, \ \ \ \\ \\ ZOONED-INST J \ I yI
•� •G \ \ \ ���-__- i it I ` \ • CONTROL VOLUME FOR THE 1 YR-24 HR STORM `Y�\\U C IAl l/��1/
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MARVINRQADCENTERLINE \\\ \ \ \�\ \ -I CONTROLPEAKFLOWSOFTHEINCREASEDBUAFORTHE Ill S \ PARCELID-22313236 / /' �� \ \ \ b \ \ HOLIDAY INN ' Y6 2YR,10 YR&25YR 6HR STORM EVENTS =_2.n -.7_=
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\\ I �' FUTURE DEVELOPMENT NOTE: .� HpNg•c•r,4,$'
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j1 BMPDESIGNEDTOCOMPLYWITHPCSOUPONFULL1 \ \ -J1--
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SITE BUILD OUT.DRAINAGE AREAS ON THIS SHEET ARE � {��� / � �_\\ / I FOR PHASE 1 CONDITION ONLY.SEE CALC BOOK FOR Jj`_ / FUTURE SITE CONDITION INFORMATION.����I 1 �� / ���� V / / I I. / �1 \ L \ /A/, S / \ PROJECT
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/ / / ZONED-INST PARCEL ID-22313217 I v `����� A�/ CRESCENT COMMUNITIES
EX.CHURCH R I // /�
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CHARLOTTE,NC
�--- - / - \ / / �� -il _ �� �� /A .®? �� JOHNSTON RD.28277
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REVISION/ISSUANCE
-I _J `, �Aj// / / l NO. LDESCRIPTION DATE
0 0 1 _ I -low.,
-_- - ``--` �./ / / / / 01 A i6T SUBMITTAL T 09/30/2021
PCSO SUMMARY I \/ � // / / / / LAND DEVELOPMENT-
02 2ND SUBMITTAL 12/10/2021
Original Parcel ID Num ber(s): 22313218 '� / LAND DEVELOPMENT-
03 03/I0/z0zz
Development Type: Multi-Family ( / I ®�j / //\ \ / / 3RD SUBMITTAL
If NO,why? 1 .>�'� g° \ / 04 coMMENTs 05/06/2022
Subject to PCSO?Y/N • Yes / - ,y�� �/ / �/ / Nc°oi zND RouND
\ l -
Watershed: Central Catawba \ \ / / - � fk / // / / 05 CULVERT BULLETIN 06/16/2022
\ / -OL\\`..- JOHNSTON ROAD CENTERLINE /
_ �f 06 COMMENTS os/I7/z02z
Disturbed Area(ac): 17.25 AC - \ -\ I \ / NCDOT 3RD ROUND
Site Area(ac): 18.85 AC - NCDOT 4TH ROUND
( ) DAA1 DA#2 DA#3 DA#4 \-\ N \ \ \ I \ / / I DA#4 % / / 07 COMMENTS 07/06/2022
Total on-site Drainage Area(ac): • 14.48 2.88 1.30 0.18 \ / / / [- i/ POST DA = 0.18 AC / / /
Existing Built-upon-area(SF): 0 0 0 0 \ \ \ POS ,,,,,,,/
T BUA to be rem d(SF): 0 0 0 0 A / / / / v IMP. = 0.07 AC /
Existing BUA to remain(SF): 0 0 0 0 I \ \ / / / ��iX�� ./
Proposed New BUA(SF): 238,709 0 17,860 3,049 \ V A I \ / j /�X X , /
Proposed%BUA: 38% 0% 32% 39% \ \ \ / X X // / /
X / DESIGNED BY: XX
Density(High/Low) High Low High Low \ \ �/ �X DRAWN BY: xx
\ \ \ \ / / 1X�X / / / / CHECKED BY: XX
Total Post-Project BUA for site: 275,436 SF(6.32 AC) x x / v / / /
Development or Redevelopment? • Development \� \ \ -�__ _ xfx j / / / / / SCALE ^.'."
Natural Area Required(ac): 1.11 \ - - - x -x x / / Pv / / IN
/
'1
Natural Area provided,total(ac): Refer to Planting Plan N - __ / / H'GNv' OpDI / / / \ / VERT- N/A
Undisturbed Treed Natural Area Preserved(ac): Refer to Planting Plan \ \ 6
' �/ 52� ON R / / /� \ / HORz: 1^=so'
Total stream buffer protected on-site(ac): • N/A N ) > I / / "'� V S' NNS�Ep-ZpO � / 30 120'
Transit Station Area?Y/N No / N / 3 �� �-ISO P1N1AM / �I \ / SHEET TITLE
Distressed Business District?Y/N No _ �"° / V'NO M % /
Mitigation Type(if applicable) NA / N POST DEVELOPMENT
Natural Area mitigation?Y/N No i ----..2 y / •
I DRAINAGE AREAS
Buffer Mitigation?Y/N No - - - 7 _ _ _ / / ` ( 1
Total Phosphorous Mitigation?Y/N No / / / / /, �� V / SHEET NUMBER
O„no„n.06PM ERINKOLMAN N/2018/I4„sMUAMBUUNENTA.ION/HHASE,/BALLUNCROFTE>m\,o,",3,PENSTRM.POST DADWG ORIGINAL SHEET SUE.SO.x4,
C5-01-P2