20201479 Ver 1_Pre-Filing Meeting Request_20201016

ID#* 20201479
Version* 1
Regional Office* Winston-Salem Regional Office - [phone]
Reviewer List* Sue Homewood
Pre -Filing Meeting Request submitted 10/16/2020
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Jeff Harbour
[e-mail]
Riley's Meadow
Carolina Land Group
Alamance
Street Address
341 Kilmayne Drive
Address Line 2
aty
Cary
Rbstal / Zip Code
27511
Is this a transportation project?* r Yes r No
State / Frovince / Region
NC
Country
USA
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
r- Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
No
Please give a brief project description below.
Project entails construction of a sewer line that will connect an existing
outfall to a proposed development. The added line will require a crossing of
at least one perennial tributary. No wetlands are involved and the work
stream disturbance will be temporary. No wetland or waters impacts are
anticipated to result from the actual residential development

Please give a couple of dates you are available for a meeting.
10/26/2020
10/28/2020
Please attach the documentation you would like to have the meeting about.
2020-6-18 Riley's Meadow Sp 8_Optimized
4.94MB
DWR pre filing.pdf
pdr only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
0/c�f ` Y,_ fI � wlI
Submittal Date 10/16/2020

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SUBMITTALS
FIRST SUBMITTAL
SECOND SUBMITTAL
THIRD SUBMITTAL
developer:
CAROLINA LAND GROUP
341 Kilmayne Drive, Suite 201
Cary, North Carolina 27511
[phone]
landscape architect:
TMTLA Associates
5011 Southpark Drive, Ste. 200
Durham, North Carolina 27713
[phone]
civil engineer:
B&F Consulting Engineering
2805 Tobermory Lane
Raleigh, NC 27606
919-618-0180
surveyor:
Evans Engineering
4609 Dundas Drive
Greensboro, NC 27407
[phone]
5/25/2020
6/12/2020
6/18/2020
PRELIMINARY SUBDIVISION PLAN
MELVILLE TOWNSHIP, GRAHAM, NORTH CAROLINA
OLD FIELDS
VICINI T Y
1 '= 3000'
INDEX
COVER SHEET
PRELIMINARY SITE PLAN
DETAILS
PRELIMINARY UTILITY PLAN
WATERLINE EXHIBIT
MP-2
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6/12/20
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CONSULTING
2805 Tobermory Lane
Raleigh, NC 27606
Phone No. [phone]
License No. C-2149
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SCALE:
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DRAWN BY:
CDR
PROJECT #
19190
DATE:
6/12/2020
SHEET
COVER
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III / 1 z i
i I / SC❑TT ASS❑CIATES / \ 1:",",",,.,.­-­ ::::::::::::::::::::
SITE DATA
D.B. 559 PG. 439 f:.::.......................
/ T.M. ]0-27-35
±47.7913 AC.011"
III/ 1.::.:.:.:.:.:.:.:.:.:.::.
TOTALAREA 77.o8AC
TOWNSHIP MELVILLE
I ♦
/ r / / _ 1 ♦
�/ 1 / / /
�•
EXISTING ZONING ALAMANCE COUNTY
PROPOSED ZONING CONDITIONAL RESIDENTIAL
/ / I 320 %
MINIMUM LOT SIZE 4,500S.F.
11 /
/ ♦
/� / �� 17155sf
/ 100 YEAR FLOOD LINE ... .. . ALAMANCE ACRES ♦ I
/• / P.B. 74 PG. 354 PER FEMA FL❑❑D MAP
/____/ // / � -1 / \ 321 I / /
III(\
TOTALTOWNHOMES PROPOSED 146 UNITS
TOTAL SINGLE FAMILY PROPOSED 254 UNITS
TOTAL U NITS 40o UNITS
____1
// /I / 15 \ \ / ♦ 9248 sf / I .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:
319
ri ALAMANCE ACRES ' � / I .
/
LINEAR FEET OF PUBLIC STREET 8 571 LF
/ / P.B. 74 PG. 354 \ / ♦ 322 \ 11958sf (::::
\ \ I ...
S� / / ' �� \ \ / o�� 2�,� 10377 sf \ /, (.
/ 1 12 / /`�,� / ............................ .
` / \ ALAMANCE ACRES \ / f` � / 1...............:.:.:.
/ P.B. 74 PG. 354 ♦ �/ 318 70.E :::
\
OPEN SPACE REQUIRED 10% 7.7oAC
OPEN SPACE PROPOSED (z3%)17.67 AC
FEMA MAP # 372o1619ooJ dated 05/02/o6
p'��
/ / , / \ \ I / 6i02 sf
i ' 323 .:.:.:.:.:.:..:.::.
// / / � I / ♦ \ 339 \ 9071 sf 317 I r es ..... .
//
/ / \ ♦ 340 8495 sf 5200 sf I ::::::::::::::::.
/ \ \
/ / 7808 sf 324 316
� I /
/ / o / I I . r .:.:.:.:.
_ 5257 sf 5200 sf /�
- .......
/ /• I'� ♦ � �:.:.:.:.:.:.:.::
/y / / / y// � \ \ Y _----� �:Q� 315 \::::::::
s / �/ / 16 -- ` OPEN R 121 e 520os� R❑BERT w. Sc❑TT l
/ // .a / ALAMANCE ACRES ' \ , l , SPACE GL � 5� 325 �314 D.B. 0323 PG. 0513 TRACT ]
4,_ / �a O (/j I # 6 G TAX MAP ]0-16-2A
P.B. 74 PG. 354 I 13 / \R S677sf 52oosf a \\ .....
a/'/aI // I ALAMAN®ACRES \ \ \ �, . . . . . . . . .
I
SINGLE FAMILY LOTS
MINIMUM LOT SIZE 4,500 SF
MINIMUM LOT WIDTH o'
MINIMUM LOT DEPTH 45'
MINIMUM FRONT SETBACK 20'
MINIMUM SIDE SETBACK '
3
,bra
-
tea/ /� / P.B. 74 PG. 354 / / -- % 338 \ % �3 3 s I :...............
a \ / / , / 326 \�� _ ,o \ ............................
�c / , / �, / ' I / 7127 sf 4600 sf n 5200 sf
a� /� \-� �\ m \ :::::::::::::
/ 341 312 \
MINIMUM SIDE CORNER SETBACK 10 r
MINIMUM REAR SETBACK 20'
MAXIMUM BUILDING HEIGHT 35'
ri _ _ ,/ 327
/ /• t5 -� � / I / i 8950 sf / 337 v, 5200 sf \ \:::::::::::
/ , /� S12•09,09•w ' / i'\ \ 6000 sf 4600 s� / .... ..... .
/ \ \ 328 \ 31 1 \ \ ::::::::::::::::::
/ CAL
EIP 1 / 342
/'��• / TQ E/P:g03 ROADTa EIP 4 ____ � / / / i � \ 8227 sf / �/ / 336 4600 sf /� � 5200 s� /� �:.:.:.:.:.:.:.:.:.
/ / / 9 1 / / ' 6000 sf / '329 \�� 310 \:::::::::::::::
/// _ 14 / \ 343 � \ % � 5507 sf \.......:.:.:.:
TOWN HOM E LOTS
MINIMUM LOT SIZE 2,000SF
MINIMUM LOT W I DTH 20'
O/ -/ 4600 sf
/
�n)�• /' / ALAMANCE ACRES 1 / / \ ` 7801 sf 335 \ � ' - %:::::::
/ ' P.B. 74 PG. 354 / / / (D 330 309 /
MINIMUM LOT DEPTH 100'
�s // � �,\ 6000sf
/• / / / \ ALAMANCE ACRES \ 4600 sf
t- , Z / 344 m\ � / � 6622sf \
a// ////
Q1, / / J❑HN A. A/W �' \ / / \ P.B. 74 PG. 354 7657 sf ` - - ):::::::::::::::::
MINIMUM FRONT SETBACK 20'
MINIMUM SIDE SETBACK 10'
r
/
/ 334 331 /.........
�� / DARLEEN J. CHURCH / / Q
�/ /• D.B. 1314 PG. 0633 Q? I / / / \ , a 6000sf 4527sf I 308 % -, �................. :::
/ / / 0_
MINIMUM SIDE CORNER SETBACK 10
MINIMUM REAR SETBACK 10'
`y T.M. 10-27-25H w / 345 7676 sf -` �n /::::::::::::
�i"' / /// '' / �( \ 7789 sf ' / _ �� I...........
//, �' I // / / \ \ 1 333 OPEN / / - ���
/ 6014si SPACE
/ . / / / \
r
MAXIMUM BUILDING HEIGHT 35
r7 I �`/ / \ 346 J 307 � p /f :
i
- // ' Asti JP�p"tp / � ` V / // / / \ \ \ 8293i � 332 ` `8509 sf � �o I :::::::::::::
OPEN SPACE
OPEN SPACE REQUIRED 10/ 08 AC = o AC
OPEN SPACE PROPOSED 23% 77 = 7.67 AC
yPCJ�O �Q J�c.� / �- / / \ i 6993 sf / Z� y \:::::::::::::::::::::::::::
- \ 347 / �� .............:
` ` w' P, &�,, P'� � / / / \ 8 \ 10091 sf \ 6738 sf o3� \:.:.:.:.:.:.:.:.:.:.:.:.:
ti e \ _
/ \ 1 .- � \
// r_1 / � Ot,, Ps / / w,,Y ALAMANCE ACRES \ - - 3050 '�
\ f
�ID
o� �--� QJ �� / / / \ \ P.B. 74 PG. 354 \ \ 5424 sf �y
/ \� / / / 348 304 \ o �s \
' / \ \
/ / /� / \ \ \::.:::::::::
\
/
OPEN SPACE AREA #1 49 594 S.F. 1.14 AC
/ � ` ` ` � / .11 \ _ 10222 sf 302 5424 sf ,N '
/
,/ / I- �' / / / \ - 9651 sf \ \ \ 303 \ ✓�,�:­­­­-­-.OPEN
\ \ \ \ �942 sf m
I/ _ - - - _ , , I ........
/ \
SPACE AREA #3 131,912S.F. 3.043 AC
OPEN SPACE AREA # o S.F. 12. 2 AC
6,078
/ � \ / 7® 349 \ \ \ EIP ❑N CREEK BANK
/
/ - _ / ALAMANCE ACRES 10132sf / \ 24 FEET WEST FR❑M \ ::: :":-_------
/ • / / / \ \ \ \
/�/ / �` \ \ P.B. 74 PG. 354 , / 301 \ THE CENTER ❑F \ ::r%:' ------
/ \ M1LL CREEK \:
\ \
OPEN SPACE AREA #4 S.F. 0.14 AC
OPEN SPACE AREA #5 6 755 S.F. 0.15 AC
OPEN SPACE AREA #6 34,316 S.F. 0.78 AC
a / /, / / / / \ \ 8697 sf ,�, �,
\
i / 350 \ _____
/ / / - - _ /
\ \ \ Z
/ - i / 8971 sf \ SCM #z �� �. \ :.: j.:.,
/ ` - - - - ' \ \ WET POND , C,F,' ,' !�:%�:
/ \ 300 \ \ ,o ; �,.oSq,� ,f y;� ::::
• / \ \
TOTAL 769,599 S.F. 17.67 AC
ate/ . // ' I \ 351 ` 7232 sf \ \ OPEN SPACE #3 % ,' ,',R.oe �-. , ,..
, \ 7704 sf � Z A\ '' '' o Q p,SF'\"'r,/.
/ / / / 6 \ \ � s ° �I �,' 3 SF
/" / \ \
O S.'`
NOTES
T. Boundary and topographic information taken from digital file by Evans Engineering, dated April zT, zozo.
1 299 ' , r {iti
/ I I \ \ \ \ O Sp � ,' ,' '/: o:
/ / f ALAMANCE ACRES / \ ALAMANCE ACRES \ \ � 352 6700 sf m , " ,'.r .......
\ /,.
z. Adjoining property boundary information taken from Evans Engineering.
1 g P P Y Y g g•
3. The site is located within a FEMA Flood zone according to Flood Mapping 371o88930oK dated 11117/z017.
// / / P.B. 74 PG. 354 P.B. 74 PG. 354 \ a , : : : : : : : : : : :
/ 7370 sf \ .` ::: .::
lao. O ,
/• \ _
/ ' \ \ \ / 298 �''
4. Contractor shall verify the location of all existing utilities and shall be responsible for any damage
resulting from his activities. Call utility locator service at least 48 hours prior to digging.
"rASfN Hir \� �'
/ \ 353
/ Yp�Cf r r / 7200 sf Z �' :
// Ali 2 I \ 71 77 sf \\ / \ \ '� \ / '
/
/ o / ' \ \ �\ \ \ / / , ;.
\
5• All construction shall conform to City of Graham, NCDOT and North Carolina standards and specifications.
6. All utilities shall be located underground.
7. All lots shall be served by City of Graham public water and sanitary sewer.
r7 ALAMANCE ACRES
\ \ \,�!.:' :::::::
/ P.B. 74 PG. 354 354 �� 297 \ \ / / y GQ':::
/ / ' I 5 7025 sf t 8259 \ 196 I 195 / / N
8. All proposed streets shall be public and constructed to the City of Graham Standards.
9. Street addresses shall be assigned prior to lot recordation.
sf
\ \ N
Y / // ALAMANCE ACRES \ \ / 360 sf I 8029 sf / n
aC' / /o ' 3 I / \ / /
P.B. 74 PG. 354 rr � 355 \ s% \ \ 194 %/ BUILDING LOT ADJACENT TO /
\ 7
\ V� �� / �F 19 \ / /
To. Street names shall be approved prior to plat recordation.
TT. Sign permits shall be required for any entrance signage. Permits will be required prior to
fabrication or installation of signs. signage will be restricted to an on -site location.
ALAMANCE ACRES \ /
/ /V IR JIM MINOR ROAD SHALL NOT P.B. 74 PG. 354 \ \ 6648 sf \ Ol 4 sf F 199 I \ 8618� f \ �. ...
PROPOSED PEDESTRIAN // IMPEDE INTO THE SIGHT ' I ALAMANCE ACRES \ 5�,� 6295 sf 198 \ ` / / 1.
/ 15705 \ \ / /
\ \
12. An erosion control plan shall be approved by the City of Graham and the State prior to any grading on this site.
13. The developer is responsible for coordination and installation of all utilities, including street lighting.
CROSSING TO CITY OF / �j� DISTANCE TRIANGLE FOR THIS P.B. 74 PG. 354 \ 356 / sf �_ %'
\ //
GRAHAM REGIONAL PARK /• �" \ 7163 sf �I /, .
/ ROAD. LOT LAYOUT WILL BE \ 296 \ B \ 193 / //?'
/ / I /\
Tq. Wetland and Jordan Riparian buffers have been delineated by Environmental Services, Inc.
be ashall
SUBJECT TO NCDOT APPROVAL / REVISED AT SITE PLAN/CDs TO 7127 sf B
\ \ \ /
OF CROSSING. / / ACCOMMODATE SDT. 357 / \ 6648 sf /I.
Z � � 7475
' I
/
16. Construction drawingsy be�ubmett d and approved by the City of Graham and NCDOT
prior to construction.
17. Restrictive covenants shall be approved and recorded to recording of final
/ ft 27p sf \ : :
37 / \ \/ 295 - / :
/ \ \ \:::.
_ I o rl _ ' I 358 / \ 000 sf 254 / /
/ 1'
prior plat.
18. A Home Owner's Association for ownershipand management of open buffers and restrictive
g Pspace,
covenants must be submitted for review with the first final plat.
_� / \ \ \ 954 sf \ 8129 sf 82 �6 sf / �p0
/ / •aft PARKING TO BE PROVIDED FOR 294 / \ 200 \ E�.�
391 I / \ S / P
6000 sf / 5942 sf o� PROPOSED - I: '
E1P ❑F REC❑RD AS REC❑RDED / I 10478 sf 390 / 27$ 92, ' MAIL KIOSK/OPEN SPACE. FINAL I \ "� / \ S
I 1 8335 sf 389 / 7Sl DESIGN TO BE DETERMINED AT \ \ 255 \ OPEN 1 . InT _ � 1: :. P
IN PLAT B❑❑K 15 PAGE 69 I 388 3. \ \ 4600 sf \ S PA C E L - T91
/ 7000 sf / 89q q$•W SITE PLAN/CDs 359 293 \ I::.
I \
19. Stormwater management shall be contained in and accessed via open space maintained and
owned by the Home Owner's Association. A maintenance plan must be developed to address the
stormwater ponds. All shall be designed in conformance with City of Graham and State requirements.
zo. All open space shall be private common open space controlled by the Homeowner's Association (HOA).
21. The US Army Corps of Engineers and the NC division of Water Quality regulate wetlands and waters
I / 7000 sf 387 / 386 80 Tp 8$$•79� I \ \ 360 \ 10967 sf 6000 sf \ 256 \ / # 4 201
6824 sf
I I / 7000 sf / RpgD \ 9016 sf \ \ 4346 sf \ �:
i I / 7000 sf 385 / 309 I \ / \4600 sf �/ 253 \ - - .:.:.
ft*
a / 8041 sf 384 $p 361 292
\ \ / 202 I
of the United States through the 404 Corps Permit and 401 State Water Quality Certification process.
Site designers and developers are responsible for obtaining all applicable local, state, and federal permits,
certifications or approvals as necessary for proposed site development activities.
zz. If land disturbing activitiy exceeds one (T) acre, an Erosion Control Permit from NCDENR
Sr 383 \ 7647 sf / 257 \ 4600 sf 190 :
I I -- - R Er / 8977 sf /7 6000 sf \ � / \ 4733 sf 4468 sf
A 50 10745 sf 381 ♦ 362 / \ 4600 sf \
a ^' l�/I y/27 / \ \ \ / \ \ 252 \:...: ;
I _ B-B / 9268 sf I 380 M ��- 363 7271 sf 291 \ 203
25g \ 4600 sf 189
/ / / - \ 7060 sf \ / 6836 sf 4600 sf \ 5956 sf
/ \ 9130 sf \ 251 / 5052 sf \ ::.
proposed
Land Quality is required.
23. Stream and wetland locations are not surveyed and are for reference only.
24. Posted speed limit shall be 20 mph unless requested and approved as otherwise by the City of Graham
25. Initial condition for all intersections shall Beall -way stop. To be evaluated by the City of Graham and revised
as deemed necessary.
® 1 379 / 364 \
I / \ / 7096 sf 378 / \ 7009 sf \ \ 259 \ % \4600 sf � - - - - \::::
,../ \ / 7000 sf 377 / I365 / \
5548 \ 204 I 188 \.
\ \ sf 250
I / 382 / 7000 sf 376 7120 sf \ 6006 sf \ / ; / � I
I / / \ 8828 sf / 6872 sf I/ 375 / \ 7393 sf \ \ 260 \ \4600 sf 6403 sf 5153 sf
393 / / 6578 sf \ \4941 sf 4600 sf 205\/
I• z 392 I / / 6506 sf 374 / 373 / \ 78317sf / 75 69249 sf \ \ . .
I I / �` 372 / \ 368 \ ♦ 187 .
0599 394 / / / / 6805 / \ 261 \ \ 6488 sf / 5153 sf
sf _ sf 371 i \
10232 sf / 9404 sf 395 / / / 396 / 397 ` / 7197 sf / 7758 sf 370 I \8790 sf 288 248 \
I / 10876 sf / \ 1 / 9259 sf I / \ \4966 sf \4600 sf \ / \ \
N / / 10220 sf 9005 sf / 398 Sj 369 i / \ 7127 sf ` 262 \ 206 186
I C' / / / / 821 7 sf / RE (T D 1 1482 sf 287 \5015 sf / \ 207 \ 7429 sf / 5153 sf m a :::: .
l y � \ \6289 sf
I / / , r 50 / /27' \ 6000 sf \ 263 51262 sf ' ` � y
I / / / 399 \ ,B / ~` \ \ 286 \ \ 5022 sf / \ 208 \ 185 0
I _L � 6000 sf 264 \ 246 \ I A:::::::::::
�</
LEGEND
7515 sf 285 \ ram...........
\ \ �-' 6357 sf \5973 sf \5153 sf
S03.19/4 W/ 284 6000 sf \ �? / \4903 sf 209 \ \ 184 \ /:::::::: ^:.:.:.:.:.:
/ \: / ` rn:
I 372.1 T /
\ \ \ '\ \ 245 \
PROJECT BOUNDARY
\ ' _ 6000 sf \5662 sf 5153 sf I :::::..... ..
MAIL KIOSK - o00 265 \ / \
IV 400 273 \ \ / \4904 sf 210 \ G
DEDICATED TURN LANES SHALL 8228 sf / Iff \ 6 sf \ 5927 sf / 83 \ J o
fi 7239 sf 274 / 282 \ 266 244 \ \5391 sf 1 '�+
OPEN SPACE # 1 \ \ / \4853 sf
BE INSTALLED PER NCDOT 275 46UU sf\ \4903 sf
ru 3 -+ I I REQUIREMENTS AT EACH - - I / 6000 sf / 6000 sf / 276 6000 sf \ 267 21 1 \ - /' ' ., '
ro I / \ 268 4800 sf \ 243 \ / �\ 182 \ / . . �
z I I ENTRANCE DRIVE FROM N. JIM I / 6000 sf 277 / 281 \ \ �1\ \4903 sf \5208 sf �\ \4600 sf
MINOR ROAD / 6000 sf 278 / \ 269 4800 sf �\ 212 `�
� m j� I 1 8049 sf / \ coo 242 \ \ c�\ 181 \ �......................... .
z / 6001 sf 279 I \ 7
rbi a I I • I / 7186 sf \ \ 270 4800 sf \ \ 4903 sf \5125 sf P \4600 sf �.�0 / .......... `;
\
r
5 o LOTS (SEE D ETA I LS ON MP-2)
a I I GREG❑RY N. A/W 1 - - / I 271 4800 sf S\� \ \ 213 \ / 180 \ \ FL �q / ��
No m''' I MARTHA G. BARKMAN z 280 \ \4800 sf 240 4903 sf \5271 sf S�� \4600 sf / 9T�`:::::::::::: �............
AA I s D.B. 0801 PG. 0646 m I 3 au ��� 10526sf v2 \ \ 214 \ 9t% 0".: ..........�
FL- n a ► I ,� _ w o+ I I- I \ :\ \ 6000 sf \ \ / 239 4831 sf \ / 179 \ � ::::::::: ..
= a I T.M. 10 27-37 N ru I C i \ \ 5336 sf /:.:...e°9..:: ... :
t' H I I c c I 1; I o I \ \ \ i 238 4600 sf \4600 sf ...:..:.: ,: .
a 0 , a Townhome Tract D Townhome Tract J ♦ 4600 sf \ \ 178 \ ::':::
m ry I I I / \ 237 5279 sf I::::: :
< w U 1 I 18 Townhome Units 4Townhome Units \ \ 216 \4600 sf r'
b < O I •� - \ See MP-2 for Defails \ / \ 236 4600 sf \ \ \
0' LOTS(/SEE DETAILS ON MP-2
4 l )
cn I w \ 5159 sf 177 \
a I w I See MP-2 for Details \ 21 7 \/
i 4600 sf
1F��y _ .: :
>a el I I I 0' - 235 \ \ \4600 sf / a
00 ', � \ \ 218 4754 sf ♦ oo O
I •- Townhome Tract C \ / 4600 sf F I:
TOWN HOMES (SEE DETAILS ON MP-2)
�,
11��yy 234 \ \ 176 \
b I / \ 4634 sf \ / �F yc` �:. _'� ....... .
N Is I 16 Townhome Units > , ` 4600 sf\ 219 \4835 sf I' 9
I \ 233 \ \ / 'I, ,n /
232\ \ \ 220 4601 sf 175 \ Ip�y .N, . M a
\. See MP-2 for Details `, . 4600 sf \ O ` ::::
\ Il ao ` \ \ 4600 sf \4903 sf S �..y
.o S ....... 231 4600 sf 221 -� i : :. �b .... .
�- 5` 4600sf \ 222 /.::::::::::.----- ----- :
NO •� 3 IIIIIIIIIN � ]9 4 • 0 a ` _ 230 \ \ \4903 sf / MARY SC❑TT L❑WDERMILK
5 E ` � R/W/27' \ 4600 sf /
223 P 7
173 D.B. 0903 G 06 9
OPEN SPACE
37 . �/
5840 sf \ 4
7 Townhome Tract A \ 224 4600 sf \ i \ 4903 sf TAX MAP 10-16-25
I.
I 30 Townhome Units �o \ \ ♦ 172
o I
4600 sf
w 225 4903 sf /' ......cn
See MP-2 for Details N \ \ 171 \ /: : :::.PEI ::F:Efii4:FL Qi]D aP:.:.:.:.:::::::!%
\ 226 4600 sf 1 70
4881 sf /::::::::::::... iv . . .
\ \ 5677 sf ;•►%`:., : :::::::::::::::::::...o. .:
r�, ` Townhome Tract E In 227 4600 sf �. / / ::::::::::: �, . :
/ Townhome Tract \ \ /
I I
o k \ \ 4600 sf / .. . . :b:.:.:.:. y::
, 8Townhome Units
46 Townhome Units \ r.: :.:.:.....:. i.... .
09 / 228 / 169 . . . . . .
STREET
E E T
B \ ' � See MP-2 Details _ 50' R I ��
_ /W/27' B-B 4600 sf 4600 sf : ::: k :::::P :::::i.:::::::'::::::::::::: \
See MP-2 for Details o \ \:
\I ':::
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REVISIONS
DATE REVISION
STRUCTURAL MEMBER HEIGHT
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D.B. 559 PG. 439
I \ T.M. 10-27-35
//
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PROJECT BOUNDARY
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ALAMANCE ACRES I % 100 YEAR FLOOD LINE
P.B. 74 PG. 354 , PER FEMA FLOOD MAP
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\ / P.B. 74 PG. 354 \
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1. PROJECTWILL BEA HIGH DENSITY STORMWATER DEVELOPMENT
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AN D WI LL COM PLY WITH CITY OF G RAHAM'S STORM DRAINAGE
DESIGN MANUAL.
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2 //
/„� / �Da / P.B. 74 PG. 354 13
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2. PROJECT WILL REQUIRE COMPLIANCE WITH CITY OF GRAHAM
ENGINEERING PLANS CHECKLIST.
3. PROJECT WILL REQUIRE COMPLIANCE WITH RIPARIAN BUFFER
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ORDINANCE.
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5• WATERLINE DESIGN HYDRANT ANDVALVESPACING WILL ADHERE
TO CITY OF GRAHAM STANDARDS AND SPECIFICATIONS.
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6. MANHOLE AND SEWER LINE DESIGN WILLADHERETO CITY OF
GRAHAM STANDARDSAND SPECIFICATIONS.
7. PUBLIC WATERLINE WILL BE EXTENDED (SIZE PENDING DISCUSSION
WITH THE CITY) FROM THE TERMINUS AT GOVERNOR SCOTT FARM
ALAMANCE ACRES
/ ,� ' P.B. 74 PG. 354 1 ///
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/ P.B. 74 PG. 354 �m\ \ '
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ROAD SENATOR RALPH SCOTT PARKWAYAND WILL CONTINUE
ALONG GOVERNOR SCOTT FARM ROAD
TO KIMREY ROAD TO N JIM MINOR ROAD AND TERMINATE AT WEST
c // /� J❑HN // / / " \ / 334 331 —
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Y/ / / /, D.B. 1314 PG. 0633 \ // ' / / \ ,� U` \ 11 ,
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• / T.M. 10-27-25H cb
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SEWER SERVICE WILL BE PROVIDED BY OFFSITE EASEMENT FROM
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9. goo -YEAR FLOOD ELEVATION WILL BE CALCULATED ON SECONDARY
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STREAMS TO ENSURE THATALL PROPOSED FINISHED FLOORS WILL BE
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1 \ 8828 sf 375 /
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\ \ �/ / 5548 sf 250
7120 sf /
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\ 260 6403 sf " , 5153 sf
\ 367 393 sf \ ' / / / / .• 289 \4941 sf / 249 \ 205\/ /
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MARY SCOTT L❑WDERMILK
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TAX MAP 10-16-25
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— EXHIBIT P.B. 55 PG. 38
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TIE STUBS PROVIDED TO >a 158 / \ 6648 sf E : : : : :
r� 6648 sf
ADJACENT PROPERTY TYPE 3 rn 159 I 160 �' ' ' ' ' ' ' ' ' ' ' '
BARRICADE AT a / \ \ :::::::::::::::::::::::::::::::::::::::::::::::::::I:
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EDWARD K. FRESHWATER \
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D.B. 0904 PG. 0218 \ /
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/:::::::::
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MAP 10-27-26
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DERMILK
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CONSULTING
2805 Tobermory Lane
Raleigh, NC 27606
Phone No. (919) 618-018(
License No. C-2149
PRELIMINARY - DO NOT
USE FOR CONSTRUCTION
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CaII before you dig.
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PROJECT #
19190
DATE:
6/12/2020
SHEET
C-1
OF 5