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�� ENCR WILLIAM BOYD MILLS `--i I PRELIMINARY
I /3c D.B. 381 PG. 885 r----I r---- MAY15,2023
o Oe OS3/O P.B. 27 AND 27 1/2 I 7 SITE SUMMARY - PH 1
J m '7/ q I FOR REVIEW
= FOT83�2 PARCEL ID 130625 L --J q�2F L_--J I
_ PIN-130754 ONLY
L, v QpAeS864 6Q _ OLD TAX MAP 6-3-6 ELF T Lim
• O Q Y m A p Pq El
1 I C T•94-Sj9P/y�V ti/F MARVIN Ek ER ^ Ag• e B OF ✓Q L TOTAL SITE ACREAGE-t112.73 ACRES
y/gA/Vp OLQ AS' D.B. 336 PG. b'/40 /\ OF q,. 2) SO SF ti'vS TOTAL PROJECT ACREAGE-±101.45 ACRES NOT FOR
6 2)h' '9Q A +.,8g. P.B. 27 AN 27 1/ v A O pC'F,F 4+AO' dQ(34/
m 3\ 8S T/ #4�c PARCEL ID 30627 \ `// \ 9� / O S ti ✓ CONSTRUCTION
I -J 86? `30 FF r OLD TAX MA \6-3-7 \ A/3 /`3+3�`S'O CURRENT ZONING-CONDITIONAL RESIDENTIAL
L_----- I g2 62Q/O ,I, �^ / \ 60632 2 PROPOSED LOTS-58
/ ,./ \ N.3 g ^\ PROPOSED DENSITY-±0.57 DU/AC ^�^
I / J / / / DEED BOOK,PAGE-05280/0232 O
/ c� / /\ / m
', 8.i'\ I Y\ ONNECT EX.DRIVEWAY / v / \ \ ✓ CURRENT LANDUSE-GOLF COURSE v
I �� \ TO NEW ROAD ALIGNMENT. 7 p
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$ \ RIGHT-OF-WAY TO BE I F/A \ / / /�\%/J\ / \ P4 g N cmn O
I 'ABANDONED AND \ / / / U V
I� RECOMBINED WITH LOT 83 \'( ` \
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I v� SHAMR ° \ F> �/ / �� LOT REQUIREMENTS:° k DR \�° / j
hal
q \62�•, ����° �j ry� \ qys wqr / //� / \ MINIMUM LOT AREA-7000 SF I
gal
IIiiiI1 0 /pRECOMBINED WITH LOT e2 ♦� �a � OO � OOi / //\- \ SIDE SETBACK-1 '
1 I I ���� ���� 50.0 ROw• /�� / 6 \\ e \
1 Li � • pp�pp�R• 144
d7 / /
I __—�,r' ♦ �� -.4Q ,:4n9 m •• 0, �F+ \\ // - REAR SETBACK- 25'
__ I / / < / MAXIMUM BUILDING HEIGHT- 35'
L� \ --@ --- NA 0\ 7 0 k o \ > 8\
,/ \ I P. o I�558.10t SF OF EXISTING S A' 6 ti \\ / / \��-. /
N Ir- E' .- RIGHT-OF-WAY TO BE /d ti `� / /,:':'�:�:': ....... n G ABANDONED AND 1, 4 w
RECOMBINED WITH LOT 82 D
Z:::.:9: AR4ZWAY DRI9a $ I a © o cn /
WATERSHED DATA (PH 1) W
O T ° © \V BUILT UPON AREA(SITE To BE A LOW DENSITY DEVELOPMENT) C.
FF�� Q -,
0 oe ( '' p�RK � g - \ FA / EX.BUILDING .....................................................................14,590i SF �/ 0,,//�� Q /� / EX.PARKING LOT...................................................................29.0402 SF NI \�41
.e F 'l// I R.g239B F C�,� N. \. T�� \\ / EX.CART PATH......................................................................188.124t SF
A FQ FF I I AY / �_ '... \ TOTAL EXISTING BUA..............................................................231,754+SF(5.32t AC) Z I� ( Ct o
.1130,535+
A.6 3/37p..6, I I 60' WIDE RIGHT I� #1 �0 X / ----'.\.. BN`S90 .. �. \\j / Iiii!
................ F
O0 / I -NTE# / IIAN PATH./ SK AREA(S)....................................... CC UA.. ...............................................251,038+SF(5.76t AC) a O
'- PRECENTAGE OF BUILT UPON AREA(BUA) 3--I . Z
CALCULATIONS OF PROJECT DENSITY PER SECTION 15A NCAC 02H.1003, _ a
SUB-ITEM(1)(c):SHALL HAVE THE OPTION OF CALCULATING PROJECT DENSITY AS W () z
THE DIFFERENCE OF TOTAL BUILT-UPON AREA MINUS EXISTING BUILT-UPON AREA N O
DIVIDED BY THE DIFFERENCE OF TOTAL PROJECT AREA MINUS EXISTING
BUILT-UOPN AREA; H1 Hj Nj CT
PROPOSED BOA-EXISTING BUA 5.762-5.32± 0.44-0.46% �1
/ 0/v PROJECT SITE AREA-EXISTING BUA 101.45±-5.32t 96.13 `j j W " J� a
I SHAMROCK DR. TREE PRESERVATION NOTE: I,_�L_y, a
•.\ EXISTING TREES ALONG SHAMROCK DRIVE TO BE m A
came. PRESERVED.WHERE EXISTING TREES CAN NOT • 10'UTILITY EASEMENT REQUIRED ALONG PUBLIC STREET RIGHT-OF-WAY. KEY NOTES: —
BE PRESERVED,A FOUR FEET EARTH BERM WITH • STORM DRAINAGE EASEMENTS TO BE 20 FEET TYPICAL. E
EVERGREEN SHRUBBERY SHALL BE PROVIDED. O 30"ROLLED CURB AND GUTTER ONSITE(DETAIL ON SHEET C-7.4) m
�-- sE..p„„„ IPE WHERE THERE IS NO EXISTING TREES TO • SANITARY SEWER EASEMENTS TO BE 30 FEET TYPICAL.
• PRESERVE ALONG SHAMROCK DRIVE,A FOUR d
/ 3 "°"°�`°"" g " "•"»•=h FEET EARTH BERM WITH EVERGREEN SHRUBBERY • THIS DEVELOPMENT COMPLIES WITH NPDES PHASE II STORM WATER STANDARDS © 35' X 35'SIGHT DISTANCE TRIANGLE a`
`/ SHALL BE CONSTRUCTED.
• ,max s I r AS A LOW DENSITY DEVELOPMENT WITH LESS THAN 24%BUILT UPON AREA. © ENTRANCE SIGHT DISTANCE TRIANGLE H
,. '� S j • AREAS NOT WITHIN STREET RIGHT-OF-WAY OR LOTS,ARE DESIGNATED O o
p MAIL CLUSTER BOX UNITS.E _ I LANDSCAPE NOTE: COMMON AREA.
6+.'+_1 r+'+1 n LANDSCAPE
BUILDING PERMIT.
BILL BE REQUIRED PRIOR TO . FORMAL STREET NAMES WILL BE PROVIDED PRIOR TO PRELIMINARY E( PAVEMENT PER CITY OF BURLINGTON STANDARDS(SEE PAVEMENT SECTION DETAIL ON C-7.5)
�I PLAT RECORDATION. FO ADA RAMP (DETAIL ON SHEET C-7.4) 2
RIGHT
WIY
STORMWATER NOTES: • EROSION CONTROL PERMIT REQUIRED PRIOR TO LAND DISTURBING © 5' SIDEWALK 3' OFF BACK OF CURB Z a
re,x C/0 re/" 1. AS-BUILTS OF STRUCTURAL STORMWATER
CONTROL MEASURE SHALL BE PROVIDED TO ACTIVITY. OH 7' ASPHALT OR CONCRETE MULTI-USE PATH AT A MAX OF 5%SLOPE(ADA) P U
THE CITY OF BURLINGTON STORMWATER • STREETLIGHT REQUEST TO BE COORDINATED THROUGH THE CITY OF FsT w
DIVISION PRIOR TO THE CITY RELEASING THE
IV.: 0 RETAINING WALL(TO BE DESIGNED BY OTHERS) C4 C
RIGHT of WAY - SURETY. BURLINGTON.
„o DIFFUSED FLOW DEVICE TO BE PLACED AT • ALL PROPOSED STREETS TO BE CITY OF BURLINGTON. 24"STD CURB AND GUTTER
s4„J a>.u: -' ROADWAY -� 2. ALL PIPE OUTLETS.DEVICES WILL BE O
•- r° _ ,' DESIGNED AND SPECIFIED DURING THE • SHAMROCK DRIVE TO REMAIN NCDOT STREET. © CURB CUT FOR FLUME TO RIP RAP PAD
CONSTRUCTION DESIGN PROCESS.
`- - • ALL COMMON ELEMENT TRAIL SYSTEM WILL REMAIN OPEN AND
s ', p„•,.,,,,,, 3. STORMWATER CONVEYANCE SYSTEM SHOWN GRAPHIC SCALE m
rM�+.1 (MIN.) -- - , PER THIS PLAN IS CONCEPTUAL AND MAINTAINED BY THE HOA THROUGHOUT THE LIFE OF THE
'�,. ,,.,,�'.'.,,„. ..,..-'. `,.``„„`",`.may, DESIGN. s TO CHANGE DURING CONSTRUCTION DEVELOPMENT. _
...UTILITIES ARE SHOWN PHICAL
11
PURPOSES r Ns � J `�
RIGHT OF RAY
vAVE,ur.Nr.sr:t'oN PLAN FOR
31' B-BRROADWAY SECTION ( IN FEET)
fi' HC S'l'ONF.'HASN.'
NT9 > >jz' sssc suuv4 cr.'cnuR.sE 1 inch= 60 ft. C—
'I
1" 59.58 SURFACE COURSE 1

a °'a WATERSHED DATA (PH 1) — — \ // I Z_
° BUILT UPON AREA(SITE TO BE A LOW DENSITY DEVELOPMENT) / I
Ex.BUILDING..........................................................................14.5906 SF \ / i / I
ili �'H v EX.PARKING LOT...................................................................29.040E SF
EX.CART PATH......................................................................188.124E SF( EIP I L\ / I
TOTAL EXISTING BUA..............................................................231,754E SF 5.320 AC) EIP_ \\J
PROPOSED LOTS....................................................................180.535E SF / - i`///
k PROPOSED STREETS............. ......50,520E SF I
PROPOSED SIDEWALK............................................................10.922E SF / „ El op
PROPOSED PEDESTRIAN PATH...............................................3,761E SF
'\ PROPOSED MAIL KIOSK AREA(S)...........................................5,300E SF• / EIP
TOTAL PROPOSED BSA......................................................251,038E SF(5.760 AC) � -- ..
Pyt RECENTAGE OF BUILT UPON AREA(BUA) ___- -
CALCULATIONS OF PROJECT PER SECTION 15A NCAC 02H.1003, __ _
SUB-ITEM(1)(c):SHALL HAVE THE OPTION OF CALCULATING PROJECT DENSITY AS ____ _ — -=--
THE DIFFERENCE OF TOTAL BUILT-UPON AREA MINUS EXISTING BUILT-UPON AREA I (: ---- IP-c EII�' � \ -
DIVIDED BY THE DIFFERENCE OF TOTAL PROJECT AREA MINUS EXISTING
BUILT-uoPN AREA; I / \ OVERHE TILTES �( 1 _ -E-1� ��"pp°°D��
vv PROPOSED BUA-EXISTING BUA -5.]6}-5.32f -0.44=0.469 L I / I I II I� _� �. EIP oOR�FE y OY7N -Go a� AiiI!/'
PROJECT SITE AREA-EXISTING BUA 101.45t-5.32t 96.13 / \ 1 I I II '1� �' a45- A• 9„
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L--J / I II II 050 1'
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LOT I 1 22,122 SF II LOTS- II li i I Ck RP
r-� 1 24.278 2Q36 SF 1 1 L•T i "�nn�uMdmloo••
I I II I L_I I \ V- \ \\v--\ I III �I II 9.956 SF I 1s siis� I 5-15-23
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ONST U TO BE \ .-0•�� NIP�\
COB STRSTD.
UCR D3ER ------ 4 / r- — -7 I� •'Q ��■-■ NOT FOR
EIP 1 1 EIP �— 1 EIP _ ---�-- b — ---\
I I \ LOT,39 I i LOT140 1 ■ ■ �m� CONSTRUCTION
---� / I 9— — ft ��. EI'- EIP EIP
8,504 SF
AM Ak
` / LOT 138 7,342 SF
E.
P. \ \ 8,387 SF I I I I I 1
EXISTING 20'± RIBBON PAVEMENT LOT 131 \\ I i 1 I I
LOT 1so
in,— EX.END OF 72 0 SF : i -_
• - mi! 860.o I 8.2 LOT 1
1 •
—_ TW: 610.00 — -' �� \\ 0 ' - 1 Q ,'I I, 3 S Ji 1 17,8001SF I 1 LOi 152 ---- O
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,� E.P 8W: 599.00 0 = \ , z . 20p SF ---- O
LOT 136
1 LOT 135 \ ''/— x___— .- \ 0 _I L
// —I .. .—.— LOT 134 \ 7.652 SF \ 15 j.../111/ ~J _7 423 SF
'. ---O. N- W © / / LOT 133 I 7,703 SF \ _ F�_-II O
LOT 125 I LOT 126 I LOT 127 I LOT 128 I LOT 129 I LOT 130 I LOT 131 I LOT 132 I 7 584 SF \ ' / _®� 49 -o.
43 N' / I \221254F 1 7,200 SF 1 7,200 SF 1 7,200 SF 1 7,200 SF 1 7,200 SF 1 7,200 SF 1 7,200 SF 1 7,423 SF 1 I I I I \ ��� O o r ----00.....4...„41liLt
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— a� — o_ _—_— LENTZ DR /" • \ I!/ \ LOT 144 \ 0 o 47 LOT 148 Z W
11 676C LOT 2 F ' o. f - ---- " i.558 SF \ 7,200 SF \/ J 7,847 SF I I 12,046 SF / a
\ �I
. .. $ - �\ q � i- �, \ \ LOT 143 W
y / �p3 , _/v1 // . �` • OII I'I \ \ LOT 142\\ \ LL _ /_ _ / 01
MMM \s`�v/ LOT 141 \ \7.753 SF \/ 0.,
/ \ � I I LOT 112 I LOT 111 I © 7,906 SF\ L
z____ LOT 118 I LOT 117 I LOT 116 I LOT 115 I LOT 114 LOT 113 I I M
\ \ 1
\ \� 12,098 LOT 25E I 8,181 SF 7,587 SF 1 7,207 SF 1 7,200 SF 1 7,200 SF 1 7,200 SF 1 7,236 SF 1 18,268 SF I I .
=\ 1\ / I LOT 119 I J L— J — J w.olROW KEY NOTES:
\ o �• / LOT 120 8,306 SF I� O 30"ROLLED CURB AND GUTTER ONSITE(DETAIL ON SHEET C-7.4) FI
\ \� `a�� �//� e,9sa sF I J B
35' X 35'SIGHT DISTANCE TRIANGLE
\ \ IAIM
_ IO �
\ I © ENTRANCE SIGHT DISTANCE TRIANGLE
\ \ \ \ A /- - 0 Op MAIL CLUSTER BOX UNITS. l.J J $
\ \ PAVEMENT PER CITY OF BURLINGTON STANDARDS(SEE PAVEMENT SECTION DETAIL ON C-7.5) a ¢ o
\ \ \.\ '60-
4 \ FO ADA RAMP (DETAIL ON SHEET C-7.4) a U n-- X
\ ,\ ; © 5' SIDEWALK 3'OFF BACK OF CURB n ✓ 0 O Q
•^ 0 7' ASPHALT OR CONCRETE MULTI-USE PATH AT A MAX OF 5%SLOPE(ADA) I-1-I Q z —
Q RETAINING WALL(TO BE DESIGNED BY OTHERS) W I 2 '
OK 24"STD CURB AND GUTTER - y Z
re x • re,. O. CURB CUT FOR FLUME TO RIP RAP PAD ZWW ce
.,
\\ — \ OM TEMPORARY TURN AROUND&EASEMENT PER COB DETAIL m A
S ."m �R „WJ SHAMROCK DR. TREE PRESERVATION NOTE:
I •A� EXISTING TREES ALONG SHAMROCK DRIVE TO BE • 10'UTILITY EASEMENT REQUIRED ALONG PUBLIC STREET RIGHT-OF-WAY.
P PRESERVED.WHERE EXISTING TREES CAN NOT •• STORM DRAINAGE EASEMENTS TO BE 20 FEET TYPICAL. LOT REQUIREMENTS: d
O """�`""" B WATER w.,a, ,✓ BE PRESERVED,A FOUR FEET EARTH BERM WITH • q
W EVERGREEN SHRUBBERY SHALL BE PROVIDED. • SANITARY SEWER EASEMENTS TO BE 30 FEET TYPICAL. SITE SUMMARY- PH 1 MINIMUM LOT AREA-7000 SF �,
I= + - f WHERE THEREL ISN EXISTING TREES TO
B /I`-/1 a ,� \ PRESERVE ALONG SHAMROCK DRIVE,A FOUR • THIS DEVELOPMENT COMPLIES WITH NPDES PHASE II STORM WATER STANDARDS
a
P' FEET EARTH BERM WITH EVERGREEN SHRUBBERY MINIMUM LOT WIDTH -60'
w MANHOLE a IV II SHALL BE CONSTRUCTED. AS A LOW DENSITY DEVELOPMENT WITH LESS THAN 24%BUILT UPON AREA. PIN - 130754
s
r I `EM • AREAS NOT WITHIN STREET RIGHT-OF-WAY OR LOTS,ARE DESIGNATED TOTAL SITE ACREAGE-±112.73 ACRES MINIMUM LOT DEPTH - 117'
w,
- I 4` _I LANDSCAPE NOTE: COMMON AREA. Z
TOTAL PROJECT ACREAGE- ±101.45 ACRES FRONT SETBACK-20'
LANDSCAPE PLAN WILL BE REQUIRED PRIOR TO • FORMAL STREET NAMES WILL BE PROVIDED PRIOR TO PRELIMINARYm o
RIGHT50 - BUILDING PERMIT. 'R p
R. /1. °"" R PLAT RECORDATION. CURRENT ZONING-CONDITIONAL RESIDENTIAL SIDE SETBACK- 10' O 0-
• EROSION CONTROL PERMIT REQUIRED PRIOR TO LAND DISTURBING PROPOSED LOTS-58 P v
REAR SETBACK-25' 1n
STORMWATER NOTES:Ra C4 w
w - - 1. AS-BUILTS OF STRUCTURAL STORMWATER ACTIVITY. p4 p
RIGHT OF
WAY CONTROL MEASURE SHALL BE PROVIDED TO • STREETLIGHT REQUEST TO BE COORDINATED THROUGH THE CITY OF PROPOSED DENSITY-f0.57 DU/AC MAXIMUM BUILDING HEIGHT-35'
s „' „„,>.,.: - -- ROADWAY '- - THE CITY OF BURLINGTON STORMWATER _
DIVISION PRIOR TO THE CITY RELEASING THE BURLINGTON. DEED BOOK,PAGE-05280/0232
SURETY.
o.rsTtY ALL PROPOSED STREETS TO BE CITY OF BURLINGTON.
i�„
•2. DIFFUSED FLOW DEVICE TO BE PLACED AT CURRENT LANDUSE-GOLF COURSE
I run.) (MIN.) ,_A "�,„„A,.,,,,,, ALL PIPE OUTLETS.DEVICES WILL BE • SHAMROCK DRIVE TO REMAIN NCDOT STREET. GRAPHIC SCALE m
IIY.,.„a^„^.„,u 1, DESIGNED AND DESIGNED DURING SS. THE • ALL COMMON ELEMENT TRAIL SYSTEM WILL REMAIN OPEN AND
,,,, „„„j. „„, A„�^A•' -_yam CONSTRUCTION DESIGN PROCESS.
'"' MAINTAINED BY THE HOA THROUGHOUT THE LIFE OF THE _
•iFrn mF:.s ARE snow 3. STORMWATER CONVEYANCE SYSTEM SHOWN s90 � �0 }�PURPOSES" SHOWN.IA U0 00 PER THIS PLAN IS CONCEPTUAL AND DEVELOPMENT.
v4 EE,ur-,'N I'.sFrYrroN PLAN FOR facnriaNs. SUBJECT TO CHANGE DURING CONSTRUCTION
31' B-BS ROADWAY SECTION DESIGN. ( IN FEET)
fi' HC S'l'ONF.'BASIC'
NT9 > >jz' sssc suuva cr.'cnuR.sE 1 inah= 60 ft.
1" S9.58 SURFACE COURSE

--#
WATERSHED DATA (PH 1) KEY NOTES:
BUILT UPON AREA(SITE TO BE A LOW DENSITY DEVELOPMENT) A 30"ROLLED CURB AND GUTTER ONSITE(DETAIL ON SHEET C-7.4)
o,
EX.BUILDING..... ....14,590t SF °`a
E% PARKING LOT. ....288720 SF
Ex CART PATH.... .._16s,124t sF II
Q 35'X 35'SIGHT DISTANCE TRIANGLE
.....231,754t SF(5.32t AC)
��
PROPOSED LOTS....................................................................18g535t sF © ENTRANCE SIGHT DISTANCE TRIANGLE
PROPOSED STREETS
PROPOSED PIDEWALI< .... ... _1 O,9zzt sF O MAIL CLUSTER BOX UNITS.
PROPOSED PEDESTRIAN PATH .... ... ....3761f SF
PROPOSED MAIL KIOSK BUA AREA(s)... ... .._s,3oof SF E PAVEMENT PER CITY OF BURLINGTON STANDARDS(SEE PAVEMENT SECTION DETAIL ON C-7.5)
TOTAL PROPOSED BUA .... ..... 251,036f SF(5.76t AC) O �\
PRECENTAGE OF BUILT UPON AREA(BUA)
�J7 90 CALCULATIONS OF PROJECT DENSITY PER SECTION 15A NCAC 02H.1 DD3, OF ADA RAMP(DETAIL ON SHEET C-7.4)
91' / SUB-ITEM(1)(c):SHALL HAVE THE OPTION OF CALCULATING PROJECT DENSITY AS �i
ELEt/,_600.26, / THE DIFFERENCE OF TOTAL BUILT-UPON AREA MINUS EXISTING BUILT-UPON AREA © 5'SIDEWALK 3'OFF BACK OF CURB
DIVIDED BY THE DIFFERENCE OF TOTAL PROJECT AREA MINUS EXISTING
/ BUILT-UOPN AREA;
_ PROPoseo BUA-EXISTING BUA 5.76t-s.32t 0.44 e 7' ASPHALT OR CONCRETE MULTI-USE PATH AT A MAX OF 5%SLOPE(ADA)
_— _ I / ROAD RUNNER PROJECT SITE AREA-E%ISTING BUA=101.45f-5.32f -96.13-0.46% "\\\\\\IIIIIIIIIIIII
TUNER P tH 0"PROPER RETAINING WALL(TO BE DESIGNED BY OTHERS) CAR
I / / D.B. 3577 PG. 97 ER TIES, INC. oa . O�FESS/pi/jy%
- EIP_ __ / P.B. 9 PG TRACT 7q OK 24"STD CURB AND GUTTER . 43- S 'kq�
_ 27, 27 7/2
((BENT) ' EIP'S OLD RAIL ID J/13075¢ © CURB CUT FOR FLUME TO RIP RAP PAD 050115)
I I I (BEN I1 - MAP 6-4-55 BURLINGTON Q TEMPORARY TURN AROUND&EASEMENT PER COB DETAIL ° 'oy FA'GIN 1„`�
I CORPORA "X P�o`
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SHAMROCK DR. TREE PRESERVATION NOTE: g
R°"°"a' ,_-,yam °��w10'UTILITY EASEMENT REQUIRED ALONG PUBLIC STREET RIGHT-OF-WAY. LOT REQUIREMENTS: �] '- -I
Q ,s EXISTING TREES ALONG SHAMROCK DRIVE TO BE • Z C m
PRESERVED.WHERE EXISTING TREES CAN NOT • STORM DRAINAGE EASEMENTS TO BE 20 FEET TYPICAL. —
r � ss^w swh' METE/ BE PRESERVED,A FOUR FEET EARTH BERM WITH MINIMUM LOT AREA-7000 SF CO a
n „�^ ^„° " ^ EVERGREEN SHRUBBERY SHALL BE PROVIDED. •• SANITARY SEWER EASEMENTS TO BE 30 FEET TYPICAL. SITE SUMMARY - PH 1 m
` d WHERE THERE IS NO EXISTING TREES TO THIS DEVELOPMENT COMPLIES WITH NPDES PHASE II STORM WATER STANDARDS MINIMUM LOT WIDTH- 60' 0
PRESERVE ALONG SHAMROCK DRIVE,A FOUR
N I c/ FEET EARTH BERM WITH EVERGREEN SHRUBBERY PIN-130754
' • o > SHALL BE CONSTRUCTED. AS A LOW DENSITY DEVELOPMENT WITH LESS THAN 24%BUILT UPON AREA. MINIMUM LOT DEPTH- 117' d
S °` • AREAS NOT WITHIN STREET RIGHT-OF-WAY OR LOTS, ARE DESIGNATED
g I TOTAL SITE ACREAGE-±112.73 ACRES
'. FRONT SETBACK- 20'
2 COMMON AREA.
LANDSCAPE NOTE: TOTAL PROJECT ACREAGE-3101.45 ACRES a
n LANDSCAPE PLAN WILL BE REQUIRED PRIOR TO • FORMAL STREET NAMES WILL BE PROVIDED PRIOR TO PRELIMINARY SIDE SETBACK- 10'
. N BUILDING PERMIT.
PLAT RECORDATION. CURRENT ZONING-CONDITIONAL RESIDENTIAL
RI Ar REAR SETBACK- 25'
re.^ aI IT • EROSION CONTROL PERMIT REQUIRED PRIOR TO LAND DISTURBING PROPOSED LOTS-58
STORMWATER NOTES: ACTIVITY. MAXIMUM BUILDING HEIGHT-35' z
1. AS-BUILTS OF STRUCTURAL STORMWATER PROPOSED DENSITY-±0.57 DU/AC m'/]C)
RTw CONTROL MEASURE SHALL BE PROVIDED TO • STREETLIGHT REQUEST TO BE COORDINATED THROUGH THE CITY OF p i
WONT°r ir, THE CITY OF BR TO THE N STORMWATERLEIN —
R "_-." "" - DIVISION PRIOR TO THE CITY RELEASING THE BURLINGTON. DEED BOOK,PAGE-05280/0232
.9 ^, ^^^'^ re°^p^ SURETY. • ALL PROPOSED STREETS TO BE CITY OF BURLINGTON. W w
°zT ° ra\ 2. DIFFUSED FLOW DEVICE TO BE PLACED AT CURRENT LANDUSE-GOLF COURSE C4 c
ALL PIPE OUTLETS.DEVICES WILL BE • SHAMROCK DRIVE TO REMAIN NCDOT STREET.
DESIGNED TRU AND SPECIFIED DURING SS. THE • ALL COMMON ELEMENT TRAIL SYSTEM WILL REMAIN OPEN AND
w.rrz,nr. ,• .. ,.s ss,.^. CONSTRUCTION DESIGN PROCESS.
",^.6J�-,,,_ -'.. �, 3. STORMWATER CONVEYANCE SYSTEM SHOWN MAINTAINED BY THE HOA THROUGHOUT THE LIFE OF THE
u..,..ax .SEE SITE PLAN FOR SIDE WALK LOCATION PER THIS PLAN IS CONCEPTUAL AND DEVELOPMENT. r
**UTILITIES ARE SHOWN FOR GRAPHICAL SUBJECT TO CHANGE DURING CONSTRUCTION GRAPHIC SCALE m
PURPOSES . Y PL
AN FOR I,OCATIONs. DESIGN.
31' B-B'RMZr SECTION PAVEMENT SECTION
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u.T.s 6"ABC STONE BASE ` I 11 2
1/2" SN.SC SIINX'ACE'COURSE Lr-1
1"S.9.SH SURFACE CO.,:
11
( IN FEET)
1 inch= 60 ft. C-
1.2