SW3230803_Plansheet - Cover Sheet_20240620

Sheet List Table EXISTING CANDELLA
SUBDIVISON
EXISTING FLOODPLAIN
Sheet Number Sheet Title
CO-1 COVER
m
CO-2 GENERAL&FIRE NOTES {
C-1.0 EXISTING CONDITIONS =
WESLEY CHAPEL, UNION COUNTY, NORTH CAROLINA Co-3 DEMO PLAN m
C1-1 SITE PLAN (OVERALL) o design
SITE CONSTRUCTION DOCUMENTS C1-2 SITE PLAN (SOUTH) SITE
C1-3 SITE PLAN (MIDDLE)
C1-4 SITE PLAN NORTH master planning . civil engineering
C1-5 OVERALL COS &TREE SAVE AREAS A urban design . landscape architecture
C1-6 LANDSCAPE& PLANTING DETAILS GT'`1R 919 berryhill rd.ste 101.charlotte,nc 28208
C2-1 GRADING PLAN (OVERALL) R a
����� oq 704.332.1204 . www.dpr.design
C2-2 GRADING PLAN (SOUTH) Q�G�E
NC Firm License#C-0560
C2-3 GRADING PLAN (MIDDLE)
C2-4 GRADING PLAN (NORTH) nic
C2-5 SCM ENLARGEMENT PLAN EXISTING HEATHER �ausDR��F
C2-6 SCM ENLARGEMENT PLAN GLEN SUBDIVISONL CLIENT/OWNER
/ \ / A \ / / C2-7 SCM DETAILS EXISTING STREAM MILLS VENTURES, LLC.(R. DEAN HARREL)
++ / A \ C2-8 PRE SCM DRAINAGE 5615 POTTER ROAD
VICINITY MAP
C2-9 POST SCM DRAINAGE MATHEWS, NORTH CAROLINA 28104
++ - \ _ - - C3-1 STORM DRAINAGE CHARTS NOT TO SCALE
704.870.4614
+ - - _ - - / V A\ VA�\ \ /\ C3-2 STORM DRAINAGE PLAN SURVEYOR
/ A / C3-3 CULVERT PLAN EAGLE ENGINEERING
/ /\ / C4-1 E&SC STAGE 1, OVERALL 2013AVAN BUREN AVE.
V A V� C4-2 E&SC STAGE 1, SOUTH S ITE DATA INDIAN TRAIL, NORTH CAROLINA28079
+ + + \ \ - - \ / C4-2A E&SC STAGE 1, RD. IMPROVEMENTS 704.882.4222
\ V A / V C4-3 E&SC STAGE 1, MIDDLE TAX PARCEL NO.: 06024002, 06024004-01, 06024004C, WETLANDS
' \ V A C4-4 E&SC STAGE 1, NORTH
\ \ \ \ C4-5 E&SC STAGE 2, OVERALL 06024006 LOWRYS ENVIRONMENTAL&ECOLOGICAL SERVICES
C4-6 E&SC STAGE 2, SOUTH 1823 QUINN ROAD
\ - / \\ \\ - - - TOTAL SITE AREA: ±64.37 AC CHESTER, SOUTH CAROLINA 29706
�+ ++ ++++ C4-6A E&SC STAGE 2, RD. IMPROVEMENTS
'I : \ \ - -
PAUL D.HAYNES ".>...... \ ADDRESS: 4108 WESLEY CHAPEL RD.
- \ - C4-7 E&SC STAGE 2, MIDDLE
BK.6FORM4 + +' \ / A - - C4-8 E&SC STAGE 2, NORTH
GEOTECH
NowoRFORMERLY �'���+�<���:"�:�+�<���. + � / WESLEY CHAPEL, NC
TAX PIN:06-024-004A +u *+.++.+...*+.+.+ +
ZONED:R40 .'.>.'.'<.'.' .'.>.'.'s.'.'r.. A ✓ V / / C4-9 E&SC STAGE 3
SUMMIT ENGINEERING
+ +..+.....+..+..+..+.. LARRY&JENNIFERPERKINs EXIST. ZONING: R-40 3575 CENTRE CIRCLE DRIVE
USE:SINGLEFAMILY +.+ .+. +.+ .+. + BK.1070-598 \ C5-1 ROAD PROFILES FORT MILL, SOUTH CAROLINA29715
' .'>..<'.....'>..<'.....'> . NowoRFORMERLY \ C5-2 ROAD PROFILES PROPOSED USE: CONSERVATION SUBDIVISION
*.,'. `.,",'., ..*.,. TAxwN:os-021-002A ° 704.504.1717
\'+�+'<'.'+'.',.'.<'.'.+.'.'>'.<'.'+' F L / C6-1 TO C6-7 STANDARD DETAILS 10% MIN. TREESAVE REQUIRED
FF < < > < USE:SINGLEFAMILY ,\ \ / C7-1 USPS CLUSTER MAILBOX PLAN FEMA
� \ - - - 1 / C8-1 &C8-2 ROAD IMPROVEMENT PLANS DEVELOPMENT STANDARDS
MAP#3710449600J, EFFECTIVE 10/16/2008
.. C8-3 TO C8-8 ROAD IMPRV. CROSS SECTIONS KEY MAP
" ' / 1� C8-9 TRAFFIC CONTROL PLAN
+ � . \','. / (� \ / WATERSHED DISTRICT: CATAWBA RIVER SUB-BASIN,
\ PROTECTED AREA
......:':COS:':':':':': ............ .......... /
/ + - MAX OVERALL SITE
+.. '.. ...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'....
II f..:.. . 'r. .{.'.':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':'.'. . ... \ \ BUA ALLOWED: 50% MAX
/ - - BUA PROPOSED: 21% MAX, LOW DENSITY
JOHN&CHERLYREID - + + _ - -
BK.0912-0243 +� .'>.'.'. '.'-F.'}.'.'S ............ I .......... / �_ -
.+.+'..+..'+..+'.1 .....
NOW OR FORMERLY + . +.+ .+. +.+ 25 26 I - - PROPOSED USE: CONSERVATION SUBDIVISION
TAX PIN 060240048 ,+. + . QUAN SONG&YUNXIA PAN
cn >..<'..+..'>..' I 24 BK.6306-625 _ZONED R40 +++�+ + + 27 NOWORFORMERLY MIN. LOT SIZE: 30,000 SF. NOTE: 30% OF LOTS MAY
USE:SINGLE FAMILY +�+ :}. .: 23 I O \ \ PCSO SUMMARY - MCCOY FARM
TAX PIN:07-123-001 K
<+ ZONED:R40 / HAVE A MIN. LOT AREA OF 20,000 SF.
+ USE:SINGLEFAMILY Original Parcel ID Number(s): 06024002,06024004 01,06024004C,06024006,06024006A
TOTAL LOTS PROPOSED: 43 LOTS
� O
+ +I
+ + + + + + +..+..+.. ......... 28 \ \ Development Type: Single-Family SF Detached
......... / 31 LOTS OF 30,000 SF, (72.1%)
+ + + + .+...... I / EXIST.
+ 21 I 16 29 / POND - Subject
NO, why? 12 LOTS OF 20,000 SF, (27.9%)
. ., .......... O O O / O 1 PCCO District: Catawba River MIN. LOT WIDTH: 120 FT. (MEASURED @SETBACK LINE)
\ 18 17 /
i I I Water Supply Watershed Overlay N/A MIN. FRONT SETBACK: 50 FT. (FROM RAN)
LO \ \ 20 19 I I /( +. 15 30 DEBORAHAITKEN Stream Name Price Mill Creek MIN. SIDE YARD: 15 FT.
PROJECT
BK.6383-219 I Classification C
\ \ I �.'.'.'.'.'.'.'.'.'.'.'.'.'..
\ ...�.................. NOW OR FORMERLY I Stream Index 11-138-2-2 MCCOY FARM
................... ....... .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...... ....'.'.'�r ...... TAX PIN:07-123-001D
................... ..........
\ / ZONED R40
14
Site Area Net ac : 64.37 MIN. REAR YARD: 40 FT. EXCEPT FOR LOTS LESS THAN
N \ + .' .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'... \ \ 31 USE:SINGLEFAMILY , (Net) ( )
\ �Q
\.
O
I
+
N \ \ `._.........SCIEIL ..... - - - - Disturbed Area (ac): 42.00 30K SF WITH REAR LOT LINES NOT
\ \ :':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':'.'.'.'.'.'.'.'.........w................... O
\ •o t? / SCM All SCM#1 SCM#2
\ \ ' f *:':':':':':':':':':':':':':':':':':' :'...: ..... . ABUTTING CONSERVATION LAND OR
\ ' I Total Drainage Area ac : 32.2 25.9 6.3
\ \ ....':':':':'�. 13 'Lid, / 32 g ( )
\ \ I. O O
........... ............... O REQUIRED LANDSCAPE BUFFER IN
\ \ \ ++ + \.. '.................................................................................�...........f so" O� Existing Built-upon-area (ac): 1.80
\ \ \ T Existing BUA to be removed ac : 1.80 WHICH CASE 75 FT. IS REQUIRED.
J 9 ( )
\ .'.'�f.'.'.'.'.'... 9 WESLEY CHAPEL ROAD
....................................................................
O 'A Existing BUA to remain aC : 0.00 WESLEY CHAPEL NORTH CAROLINA
3 \ O g O
MARTHA&WILLIAM MILLIGAN
BK.0000Rroo87 - - - Proposed New BUA(ac), 13.36
/ NOWORFORMERLY �- - - - p ( ) LOT STANDARDS NOTES:
/
\ \ Proposed0 0 0
PROJECT NUMBER
R- D /° B A to M: 41.48/° 45/° used for M Desi n W TAX PIN:FORMERLY:07-1230018 m RU SC SC I E K
11 RO C ( 9 )
+ +fir +
ZONED R40
- o 0 19076
+ + + + + + + / ANY LOT HAVING AN AREA OF 30,000 SF OR GREATER SHALL MEET THE
o / \ ">" " ' ' - USE SINGLEFAMILY r- \ Proposed /o BUA to Site: 19.30/o For Overall Site
U \ +'+ OK / m FOLLOWING STANDARDS:
\ \ P
/ Density(High/ Low High
\ m e tY( 9 ) 9
3
--r� v' V (n DATE
\ \ + a N o R 10
S 5 E 10
6
\ � � o O O 5 FL ° �7 7
Development or Redevelopment? Development 0 35 _
\ K F a" � C7 p p p THE LOT SHALL DIRECTLY ABUT CONSERVATION LAND
y W g R o2 o O ....... 05/07/2021
U \ \ ma T,p\NNEO �FP / D Mitigation Type (if applicable) N/A THAT IS A MINIMUM OF 50 FT. IN WIDTH
q P ti° °� N _
SIN / g ;%% " -p THE CONSERVATION LAND SHALL RUN PARALLEL THE ISSUED FOR
E O
\ / +'+ -< OS u ` m ENTIRE LENGTH OF THE LOT LINE SHARED WITH THE
\ OP°H r Ex i su ng BUA Brea kdow n
a \ / 36 RESIDENTIAL LOT. CONSTRUCTION DOCUMENTS
MAN "1 R� O On
\ -
��. Fo z� y ........................................ THE CONSERVATION LAND THAT ABUTS THE RESIDENTIAL
°R ° G 6 $ Q - �_ - - REVISIONS
/ \ \ °� N.°6 .R� 3��o^P / O - - - - LOT SHALL HAVE A MINIMUM CONTIGUOUS AREA OF AT
m \ / N P�e�ONEO�E o0 6�3" �° o y I/ 37 / -
\ ti ° o n �� O Gravel Dries 17,000 SF. 72,400 sq ft - 1.66 ac LEAST ONE ACRE. NO. DATE DESCRIPTION BY
0 U 0 P\ COS.'.'.'.'.'.'.'.'.'.'.'.'.'.
+ + + + + + + +
R � I
E � o
+ + + + + + + + +
+
\ �5 OJ 66 0 �. o'�F (Multiple Gravel Drives connectingvaricusstructures. Area was measured.TobeRemoved.)
\ \\ R( y,� ��°q0 °S�Q� ��°�, LYDI�&VALDUMIERDASLVA NO REVISION, ORIGINAL
W 0 e5 R� A o \ BK.767-71 ANY LOT HAVING AN AREA LESS THAN 30 000 SF SHALL MEET THE
+' 0 0 o tiR �P� ti,5` 38 0 02/09/2022 SUBMISSION JF/JM/HN
F_ \ \ �(.• Q p �0 �c NO W OR FORMERLY
o /
\ 0 R-oo -� �' o O EX DWELLINGS PATIOS AND OUTBUILDINGS 6 300 SF. 6,000 s ft = 0.14 ac
(n \ ° P v5 A �i """""""""' """ TAX PIN:O6-123-001C q FOLLOWING STANDARDS:
\ 0' F o A c / REVISION PER 1ST CITY
0 0
+ �\\� � House area approx.2 300 SF. Small outbuilding approx.240 SF. Bam approx.2 000 SF.
W \ 4P ti�s� G +O�0 ese�p \ USE SINGLEFAMILY ( g ) 1 08/12/2022 COMMENTS JM/HN
\ \ s • y sF�o�o°o�92s�� / 39 / - THE LOT SHALL DIRECTLY ABUT CONSERVATION LAND
5° ` s.�F s f v Total Existing BUA 78,400 s ft = 1.80 ac REVISION PER 2nd CITY
/ \ \ \\ �oQ�^o�°Q�o N' ��- QR��-e 2�<Apo ooi<� / O - 2 09/23/2022 COMMENTS JM/HN
6 / I / g q THAT IS A MINIMUM OF 75 FT. IN WIDTH
N y \ e� �F °e ��P� P���Q �c �''. O:'':':':':'.. - - - -� THE CONSERVATION LAND SHALL RUN PARALLEL THE
o�. o• F G �- y / Total Existin BUA to remain. 0,000 ft = 0.00 ac REVISION PER NCDOT
W / \ °1 Q` ��°�� GGP�06p��o�Q G <� / GG° O 40 ............ I WADE g ENTIRE LENGTH OF THE LOT LINE SHARED WITH THE
w ��P�1°y�� e� Cr, 00 FP �� RESIDENTIAL LOT. 3 07/05/2023 COMMENTS JM/HN
J5�' �e`���°�� ���' y \ �Qw / / HAMPTON DR' - Estimated BUA Breakdown-OVERALL SITE - THE CONSERVATION LAND THAT ABUTS THE RESIDENTIAL REVISION PER NCDOT
N / 5 Q�a3 Q� 3 G° �� ����o^� / On-Site 43 Lots Total 4 12/15/23 AND E&SC COMMENTS JM/HN
�P , oo�o� ( ) LOT SHALL HAVE A MINIMUM CONTIGUOUS AREA OF AT LEAST
Q \ °o�y�F°o°��°��` ���etioQotia�°��� ���o��o�v° P ".......... 2' I I ONE ACRE. SCM 1 &ROADWAY
U / \ i \ �� 9 0�. 0 QP ���• Q .Q P o Q / Proposed Single Family 10,000 SF x 43 lots ............................ 430,000 sq ft = 9.87 ac 5 04/04/24 IMPROVEMENT REVISION JM/HN
/ \ \ P5 �o�Q` � � �� 0���0�0� 10,000SF=av house ad 6,675SF+18k50'+625 SFDrivewa a +
. ..
REVISION PER NCDEQ
sidewalk to frontdoor300 SF+Patio 500 SF+future allocation 1000 SF) C.O.S. PROVIDED: ±31.0 AC. (48.1%OF TOTAL SITE AREA) 6 06/19/24 REVIEW COMMENTS JM/HN
:':':':.
Q 43 M� TREESAVE AREA PROVIDED: ±23.3 AC (36.1% OF TOTAL SITE AREA)
❑...........
....................
/ Cluster Mailbox, Entry monuments, &Other Misc............................................................. 5,000 sq ft = 0.11 ac
4"' \ \ Q O Q° / ESTELLE D.CULBRETH
BK.CS15-123 2 I
N O STORMWATER ORDINANCE
<�O ° /G
\ � \OQ.�Q•Q� NOW OR FORMERLY �':..'.'.'. � ��'���..'.�.'.'..'.'.'.'.'.'.'.'...'.'.'.'.'.'.'.'I'T.W..
TAXPIN:06-024-012 .... ....'.'..'.':':::.�rOS.....
1 - Q�o`'� / ZONED R40 / 1 H.O.A. Future........................ ........ ............................................................................. 25,000 sq ft = 0.57 ac
° USE:SINGLEFAMILY / IQ :::: \ PROP. MAX. BUA: <21%(<24%, 16.08 AC.,WITHIN LOW DENSITY THRESHOLD.) THE
❑ 5 O PROJ. MANAGER: HN
O /- A V \V A A\ / f****** Proposed Streets: DEVELOPMENT IS SUBJECT TO VOLUME&PEAK DISCHARGE CONTROL
................ DRAWN BY: JM
U \ / -rREQUIREMENTS PER WESLEY CHAPEL'S STORM WATER ORDINANCE.
\ / ........... 79,300 s ft = 1.82 ac CHECKED BY: HN
aLEGEND / \ / \ I A RD., BIC BIC{approx. 26 x 3,050 LF)......................................................... q PROPOSED MAX. BUA PER LOT: ±10,000 SF.
❑ \ \ / :':':':':':':':':�':':'::':':'
...... l� Additional Pavement for Cul-De Sac .................................................... 5,300 sq ft = 0.12 ac
................
t ...... _
\ - \ CALV/NSPARGO �............�'.......... ................. ........... I Sidewalk 5 Wide ........................................ 31,000 sq ft - 0.71 ac SEAL
\ - - BK.6832-001 Cu.......'#................._\.....................� '.�.'.'.'.'.'.'.
Y - - - EXISTING PROPERTY LINE - NOW OR FORMERLY .'.'.'.'.'.'.'.'.'.'.'.'.'�.'.'.'.' [. w'�'''' EXCEPTION REQUEST GRANTED
/ - \ TAX PIN:06-024-0128 4UINTON&PAULA PARKER ri'0.5.'.'.'.'.'.'.'.'.I�.:.:.:'.'.
BK.5898-861 ....Ci .'...'. '.'............tt...�...:.... p m
C PROPOSED LOT LINE / �\ ZONED R40
`.............1........
C NO W OR FORMERLY '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' .m....
..............
................. .
USE:SINGLEFAMILY
""""""""' """""' THE DEVELOPER WAS GIVEN AN EXCEPTION ON SECTION 155.073 REGARDING
W �\ \ TAX PIN:O6-024-012A r \ 6,192 sq ft - 0.14 ac O ........ ............ Dritieway within FtlW(43 UNITS x 18 x 8)................................................................... .. - R
ZONED:R40 I m C A O
PROPOSED RIGHT OF WAY USE:SINGLEFAMILY ( > -� Total Proposed Streets: 121,792 sq ft = 2.80 ac THE MAXIMUM 1,500 LF. BLOCK LENGTH AND 600 LF. CUL-DE-SAC. !]�
/ / ....°_........ MIL S VENTURES, A `C-e=�`` S S
.'.'.... ...'.'.'. LLC. I / O e` `
EX.ZONING LENARD KILGO B 7510/0815 I
o - - - STREAM BUFFER .... ...:::(:: _ 9
BK. (NOT FOUND) D NOW R FORMERLY I 6) all o
R-40 m D NCDOT NOTES SEAL <�
TAX P
� 06-024
a I � Q NOW OR FORMERLY 006A
U
/ \ TAX PIN:O6-024-005 Q Z ED:R40 TotallmperviousArea................................................................................. 581,792 ft - 13.36ac
FEMA 100 YEAR FLOOD HAZARD - / �� ZONED:F w uses GLEFAMILY m 030523
¢.'.'..'.'.'.'.'.' Total Site Area=.......................................................................................................................................... 64.41 ac
(D / / / J USE.SINGLEFAMILY w.....
R, ......... - PROP. INTERNAL STREET IS TO BE PART OF THE NCDOT. SYSTEM.
3 � � ,.. ........ Existing Pond Area=............................................................................................................................................ 2.73 ac e �Qa
- / \ �6 \ 0� . \ 1.80 ac PROP. PROJ. ENTRANCE IS 650'NORTH OF INT. OF SR-1362&SR-1162 ON .yy NGINE �� A
/ \ \ j . Existing BUA=.................................................
j 0 SR-1162 ON LEFT. NG
TotalSite Net Area=.................................................................................................................................. 61.68 ac
� �Q PROPOSED LOT NUMBERS � � � �� ��� II 0�0
� / POSTED INTERNAL SPEED LIMIT IS 25 MPH.
\ \ - - - - - - TOTAL SCM Drainage #1 +#2=........................................................................................................... 32.20 ac
C14 \ \ / \ \ g WESLEY CHAPEL ROAD SPEED LIMIT IS 45 MPH.
v + + + + + + + EXISTING FLOODWAY \ // V A / ��� Impervious Area Summary WESLEY CHAPEL ROAD IMPROVEMENTS: REFER TO SHEETS C8-1 THROUGH SCALE
/ / \ / A ��OT Imperv.Area %of Imp.Area of °!o of Imp.Area of C8-8 FOR CROSS-SECTION AND OTHER DETAILS. AS INDICATED
Q - - \ T� (Ac) Site Area DA Area
- / / \ \ \ � IQQ - - _ - Proposed Single Family 9.87 15.33% 30.66% NCDOT ENCROACHMENT:
/ / A Proposed CMB&Misc+ Future. 0.69 1.07% 2.14% DRAWING
/ EXISTING FLOODWAY I \ � � , i � p TYPE:I Proposed Streets 2.80 4.34% 8.68% COVER
\ / o 0 o LENGTH OF ENCROACHMENT:890 LF.
� A � Total Net Imp.Area 13.36 21.6510 41.48 fo 45/Q Used r
\ / / / \ for SCM
MCCOY FARM
- A Net Increase in BUA(Prop. BUA -Existing BUA) 11.56 19.30% 35.89%
j PROPOSED OPEN SPACE \ \ scALE:1°=zoo'
- 0 100, 200' 400'II I STREET LENGTH: (SINGLE DIRECTION @CENTER LINE) Knowwhatrs below.
PROPOSED MCCOY FARM ROAD: ±3,100 Call before you dig. CO -
1
COPYRIGHT©2020 DPR ASSOCIATES,INC.THE PLAN OR DRAWING AND ANY ACCOMPANYING DOCUMENTS OR CALCULATIONS ARE THE PROPERTY OF DPR ASSOCIATES,INC.AND ARE INTENDED SOLEY FOR THE USE OF THE RECIPIENT NOTED.NO THIRD PARTY USE OR MODIFICATION IS PERMITTED WITHOUT WRITTEN AUTHORIZATION. ORIGINAL SHEET SIZE:24"X 36"