SW8070202_Approved Plans_20181120

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MAX. ALLOWABLE IMP. \ / ; - - - ; ` - - \ i , , �?
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L_� : \ t 1 , _____\_ ,----- , \-- _�-..i_ i i ' \\ \\ /r", - MAX. ALLOWABLE IMP.
< t --� \ --��• -' �. / -� NOT TO SCALE
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PROJECT BOUNDARY - •.A._ / ; � v' _
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PHASE 1 , ---- ; �. Q
f--. �`-'�----%� MAX. ALLOWABLE IMP.
(LOW DENSITY) I,�,,/ i .7. PHASE 2 / 1 19.49% : 1 .00 ACRES
(± 71 .23 ACRES) IGH DENSITY) , I..
•,.� PHASE 2B
MAX. ALLOWABLE IMP. �,, .� (± 56.01 ACRES) �� j •00% •�`� LOW DENSITY 400' 200' 400' $aQ'
(28■27 ): 20.14 ACRES 7 MAX. ALLOWABLE IMP. `# +,� T=.��. , ♦ ± 13.76 ACRES) �_ .
f 33■59% : 18■81 ACRES ���'4 ' ( ' -400
( ) / MAX. ALLOWABLE IMP.
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-� ♦ / M . ALLOWABLE I - \ , \
'� PHASE 3 o -,r; N. - - \ - `N.
(HIGH DENSITY) 1 •
% / �� \,.__--- _ _,,
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MAX. ALLOWABLE IMP.' i -- �� Q� / PHASE 4
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(30.22 /0). 34.02 ACRES f �- , (HIGH DENSITY)
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(± 1 .84 ACRES)
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Tatar 25% 100' Stormwater / /�� , �Q'/ ,, (46.20%): 0.85 ACRES
Phase Upland Wetland Wetland Wetland Project Area Proposed Stormwater Original Approval �r ��_� 4�rd'�// � / /////
, 44
Project Phases Area(SF) Area(SF) Area(SF) Area(SF) Strip(SF) (SF) BUA(SF) BUA% Permit Date r `
,,I ,�, �•�i,�. , P� / 1Phase 1 3,118,460 2,575,495 542,965 858,498 527,273 3,102,768 877,263 28.27% SW8 070202 6/8/2007 ( � / V / / , / _ it
" \Phase 18 2,267,879 1,839,874 428,005 613,201 410,098 2,249,972 538,146 23-92% ..1 / fr•� / ' , i >� ��Phase 1C 209,088 209,088 0 69,696 0 209,088 77,730 37-18% .,� / / / I / 14334 220323 4011 73441 4Qtt 224334 43621 19-44% 1 / I l ,`• ��/ / , 'Phase 1D 22 _ ./ / / 1 1 •�i'��� / 1 // / `�I 1
Phase 2 2,439,941 2,125,267 314,674 708,422 314,674 - 2,439,941 819,557 33.59% / , 1 / \
Phase 28 599,386 494,353 105,033 164,784 105,033 599,386 146,726 24.48% / I \\ t ,� 1 1
\yr) \ ..
Phase 3 5,024,356 4,088,681 935,675 1,362,894 815,694 4,904,375 1,481,953 30-22% -/"-i^ I y �/ �\ \ , •//i�r . t
Phase 38 1,761,566 1,567,175 194,391 522,392 194,391 1,761,566 662,112 37.59% WETLANDS (TYP) ,^� 11
--i'T� ti \ i y ice/ \ / \\ /v/' ,�1�, / �/' y \
Phase 4A 5,107,410 3,456,486 1,650,924 1,152,162 1,410,908 4,608,648 1,135,000 24.63% t t -,y_ -- ‘ \\ \
\\` � K 1 \ / /
80 15D 80 150 0 0 0 80 1 37 026 4fi.20% . \ \ \ Y`\ " ' /���� ,
Phase 48 \ \ /.V , / �� ,
\
Total 20,832,570 20,180,228 5,819,135 28.84% ,-1,,, \ \ /
Phases 1-3 are in SC waters therefore have a max BUA of 30%;Phase 4 is in art SA watershed and therefore has a max BUA of 25% -� , /��
Phases 1-3 15,645,010 13,120,256 2,524,754 4,373,419 2,371,174 15,491,430 4,647,109 30.00% I 1 / • ` Uf l H CAROl.INA ENVIRONMENTAL
Phase 5,187,560 3,536,636 1,650,924 1,152,162 1,410,908 4,688,798 1,172,026 25.006 PHASE 4A -=_� --_-1 a�J� �� / , MANAGEMENT
-1 /4/4/ ('�LOW DENSITY i I , , - ZG-w0�- �j(_ 117.25 ACRES) 1 ► / /--1-1 - -.- i \/, V- 1 \ \
,� / ,MAX. ALLOWABLE IMP. =�— T _��� / ��''- � 0
(24.63% : 28.88 ACRES 1 t �"�/ ; �,- /
) .I_.�.- ,...,� - ; ' 1 / �,,4t 4,
\\ '3�.� �, t t may..-�„V-hl y y t __-� ---5-1 r- —r flECEIVE'
MAR 01 2018
BY:56°,07°202' >
40,..— ' SEAL, SEAL, SA N R I O MSC FILE NUMBER
``` %%II��S►g,'/' • DATE: 02/27/2018 SCALE
%,` CAR ', MCE PROD.# 7105-0003 S101
ON ',' AAfr j'�CREED DRAPAC S HAL LOTT E NC DRAWN MDH HORIZONTAL:
MCKIM`J DRAWING NUMBER
S- _�' D S SII HOLDING CO LLC DESIGNED MDH 1"=400'
243 North Front Street CHECKED RAM VERTICAL: 1
° Wilmington, North Carolina 28401 STARS AND STRIPES 2I LLC PROJ.MGR. RAM N/A
'P �•Z4NGINEi' 4kk- Phone: [phone], Fax: [phone] 1
c4, ,,;�,.• ATLANTA, GA MASTER STORMWATER PLAN FINAL DESIGN
.", Rp A `` License:F 1222 STATUS: REVISION
REV.NO. DESCRIPTIONS DATE ` ` ��''"""""���� ` www.mckimcreed.com �, ` _J NOT RELEASED FOR CONSTRUCTION ,
REVISIONS

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STORMWATER MASTER PLAN SHE: ;T nvnEX
XC-1 EXISTING CONDMONS
XC-2 EXISTING CONDMONS
XC-3 EXISTING CONDITIONS
TOFOWN SW1 STORMWATER MASTER PLAN
SHALLOTTE SW-2 STORIMWATER MASTER PLAN
PHASE 1
BRUNSWICK
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. .. . S-1 SITE PLAN - NORTHWEST
PL...0 S-2 SITE PLAN - NORTHEAST
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S-3 SITE PLAN - SOUTHWEST
S-4 SITE PLAN - SOUTHEAST
DATE: DUNE 5, 2007 G-1 GRADING PLAN - NORTHWEST
G-2 GRADING PLAN - NORTHEAST
�a- G-3 GRADING PLAN - SOUTHWEST
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G-4 GRADING PLAN - SOUTHEAST
\ 1
1I DA 1 DRAINAGE AREA MAP
P-1 PLAN& PROFILE - SAN RIO BOULEVARD
P-2 PLAN & PROFILE - PARADISE BAY BOULEVARD (0+00 - 12+00)
oc,44* \ P-3 PLAN & PROFILE - PARADISE BAY BOULEVARD (12+00 - 21+84)
P-4 PLAN & PROFILE - GUANA KEY ROAD
P-5 PLAN & PROFILE - PPPON CT., CAIIIMAR CT., KALIK CIRCLE
..._—\ \ P-6 PLAN & PROFILE - LA MER ROAD
-7----_____ P-7 PLAN & PROFILE - RENDEVOUS BAY DRIVE
HIGHWAY 19di \ P-8 PLAN & PROFILE - DISCOVERY BAY ROAD
P-9
PLAN & PROFILE - CAPTAIN'S COVE, MARIGOT BAY COURT
/ _ P-10 PLAN & PROFILE - SAN REMY WAY, EDEN ROCK COURT
_ P-11 PLAN & PROFILE - CA�STRIES DRIVE
/ P-12 PLAN& PROFILE - CURB OUII�"T SWALES ON PARADISE BAY BLVD.
P-13 PL,pll�?a -, /l j & PROFILE - CURB OUTLET SWALE PROFILES ON PARADISE BAY
\-�� ��\ --��a i BOULEVARD, GUANA KEY ROAD &PfPON COURT
P-14 PLAN & PROFILE - CURB OUTLET SWALE PROFILES ON LA MER ROAD
r P-15 PLAN &PROFILE - CURB OUTLET SWALE PROFILES ON RENDEVOUS\ 1 \ BAY DRIVE
P-16 PLAN& PROFILE - CURB QUIRT SWALE PROFILESON
SAN
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RENDEVOUS BAY DRIVE
Sherrow Creek r 1 \ \ / / . &� AN REMY WA
\ / \\ P-1.7 PLAN & PROFILE - CURB OUTLET SWALE PROFILES ON DISCOVERY BAY ROAD
\_ / ( --\ \ & CAPTAIN'S COVE
'- \ — / -
/ P-1.8 PLAN & PROFILE - CURB OUTIE"T SWALE PROFILES ON DISCOVERY BAY ROAD
-
&MARIGOT BAY COURT
2P\� \
-1.9 PLAN & PROFILE - CURB OUTLET SW PROFILES ON DRIVE
)' OWNER' PD-1A WATER QUALITY POND #1 DETAILS
°s C SITE \ \ PD-IB WATER QUALITY POND #1 DETAILS
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\ PD-1C WATER QUALITY POND #1 DETAILS '
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?�G PD-i D WATER QUALITY POND #1 DETAILS j -� R t 1
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NORTH CA.HuLINA ENVIROC'::7ENTAL ,/ ' . ''‘ . - AP ,i/.e " \
3209 GRESHAM LAKE ROAD, SUITE 160 R,
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RALEIGH NC 27615
\, r- ' , ,, MANAnc-- --/ (919) 5 56-4310 r., . '�In
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SANDLIA,1R A� AT1L� r1�,�E a7G2G�9JJC T'� 448 VIKING DRIVE, SUITE 220 T 11
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MVIRGINIA BEACH, VIRGINIA 23452T
PHONE `75'7 463-500000MPANY ,
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VICINITY ENGINEERS/PLANNERS/SURVEYORS
NTS
RESEARCH TRIANGLE PARK, NC
P .Q. BOX 14005 ZIP 27709-4005
(919) 361 - 5000
FINAL DRAWING - NOT RELEASED FOR CONE

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1 \ `t \ \ I f �l l\j (C L J �� )1 { r,�� BEARING DISTANCE LINE BEARING DISTANCE
} V (\ ) \ - L r J J / _ �( L7 N 33'14'44" W 12.86' L76 S 24'04'57" W 25.46' L151 S 00'58'25" E 106.65' L226 S 06'42'28" E 25.48' L301 S 55'02'02" E 32.52'
o / \ \ \I� )� /J)� �L f IJ- /: � ) ) • / J L8 S 84'25'38" W 10.03' L77 S 10'03'40" W 36.02' L152 N 89'08'29" W 228.44' L227 S 33'50'20" E 6.95' L302 S 69'37'05" E 27.34'
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I ` I / \^ ,l I L9 S 14'46 26' W 31.38 L78 S 26'40 59' W 36.16' L153 S 38'30 52 W 225.25' L228 S 44'13 45 W 46.36' L303 S 52'00'53' W 19.30\ (� / )1 / ~J1//� �\v [ a C )� \� �-� \'� - � r �/�� L10 S 48'15'31" W 23.47' L79 S 45'12'56" W 40.70' L154 S 22'13'17" W 128.65' L229 S 08'31'10" E 58.38' L304 S 40'26'44" E 17.38'
L11 S 49'07'34" W 48.37' L80 S 46'06'21" W 77.06' L155 S 59'53'09" E 214.54' L230 S 47'39'53" E 178.52' L305 S 45'42'11" E 20.67'
> ( \\ �t / ,�a �� / \ \r > I'- \( ✓ L12 S 73'05'21" W 21.35' L81 S 67'48 46 W 44.24' L156 N 79'03'19" E 50.34' L231 N 19'47'42" E 107.56' L306 S 76'24'19" E 34.00'
l `( \ 2 ) I II I v II v im\ ���� + I ,1 ) S �` > %\�� f L13 N 63'08'00" W 10.03' L82 S 69'15'39" W 33.54' L157 S 79'25'19" E 360.32' L232 N 57'0220" E 143.50' L307 N 80'41'28" E 391.53'
J ) �) 1 - J ) 1 r a � -. r I ip(� TI L14 S 75'19'29" W 70.36' L83 S 80'54'12" W 20.88' L158 S 44'01'02" E 43.70' L233 N 59'12'17" E 66.62' L308 N 80'41'28" E 53.68'
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�,( \ V L C\ \ -IF ,//_ �/ \\ f C \-'7- L16 S 72'07'45" W 48.57' L85 N 89'45'43" W 30.56' L160 N 19'59'02" W 84.41' L235 N 21'39 06" E 67.06' L310 S 52'17'41" E 119.64' O O
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` l/lr /(( \(1 j (� / ��`\�,fJJ r "- .,,,f-�f ) �. a6+- L19 S 46'32 22 W 136.70 L88 N 74'59'21" W 95.66' L163 S 1 L'35'00" E 63.66 L238 S 31'24'58" E 3.98' L313 S 37'36'15" E 29.46' „ O
r f \ ) CI ' 1 \ L20 N 78'16'19" W 23.72' L89 S 81'06'39" W 32.88' L164 S 33'40'45" E 41.98' L239 S 13'41'39" W 73.61' L314 S 76'05'01" E 210.22' �-� ,-►Ci o
\\ / ) )j/ J( \ \ ( Xs \ / \ �� // \ ` / " %.' L21 S 88'57'09" W 78.70' L90 N 54'47 22 W 59.25 L165 S 02'05 34 E 36.99 L240 S 22 12 54 E 59.93 L315 S 40 20 18 E 207.31' FTN r U1 ^' 1`'
/ / / // ( - lr/ 1/ 1,j/ r' \ / � �\l • C l - j _ S J -, / L22 N 35'55'00" W 95.09' L91 N 64'05'25" W 37.68' L166 N 34'33'56" W 36.82' L241 _ S 00'00'00" W 5.48' L316 S 87'09'34" E 123.47' p.,
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V / 2 /// '� ,,- r �/ / � / /Pie- A. / " `,' \ ) / 7 ° L23 N 19'23'52" W 43.33' L92 N 87'27'44" W 88.66' L167 S 50'07'05" W 32.20' L242 S 46'16'28" W 58.36' L317 N 52'27'49" E 113.38' p,
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( ( / //( / � \�J l\ ` �� /\' /`' / \ ti •\ �� / C - \�� 7 /� J \ ' / \\ L29 S 32'35'11" W 92.55' L98 S 18'48'02" E 55.40' L173 S 48'02'53" E 34.54' _ L248 S 14'51'06" W 80.85' L323 S 78'35'20" E 80.73' M O sn ^4 I
\ ) JI I I\It\� J 1 0 ��I r } r(i \ I \�%)IL1,,,,/\� / �c \ 1 - - / �' l \ L30 N 08'38'03" W 35.76' L99 S 48'49'55" E 117.66' L174 S 11.45'51" N 25.69' L249 S 15-38'47" E 28.84' L324 N 73'04'50" E 146.71' g W ^I
// / (��� ✓ Z- /( I\ �\ r.�, \ ( \\ J✓z./ , < / 7- r 1\`' L31 N 09.33'12" E 12.11' L100 S 19'28'45" W 82.43' L175 S 32.51'59" E 41.60' L250 S 68'14'16" W 11.02' L325 S 84'01'58" E 26.99' p M
f l 1 1 u \ / ✓� \Its 1 1. \ C \ \ \ \ I - J �o�\ \ � -- .. 1" - Z 0.if ( \ \ " >,,, -- / \ / r, `{ - el� / \\L \_ L32 S 54'S7'31" W 42.04' L101 S 36'54'42" W 90.95' L176 S 13'52'22" W 65.99' L251 S 42'03'29" W 75.78' L326 N 74'43'49" E 41.62' Z
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1. PROPERTY BOUNDARY INFORMATION PROVIDED TO THE JOHN R. McADAMS COMPANY, INC. BY JIM
PA.BLANCHARD ASSOCIATES, PC AND FROM EXISTING SURVEY BY NORRIS & WARD LAND SURVEYORS, PROJECT NO. WDL07010
2. EXISTING WETLAND BOUNDARY INFORMATION PROVIDED TO THE JOHN R. McADAMS COMPANY, INC. 1111 IM FILENAME: WDLO7010-XC
BYJIM BLANCHARD ASSOCIATES, PC.
m,
DESIGNED BY: BW
NC GRID
3. ON-SITE TOPOGRAPHY IS FROM INFORMATION PROVIDED TO THE JOHN R. McADAMS COMPANY, NAD 83 DRAWN BY: JAA
INC. BY JIM BLANCHARD ASSOCIATES, PC.
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4. OFF-SITE TOPOGRAPHY WAS GENERATED BY THE JOHN R. McADAMS COMPANY, INC. USING BARE GRAPHIC SCALE SCALE:
EARTH (UDAR) DATA PROVIDED TO JOHN R. McADAMS COMPANY BY THE NC FLOODPLAIN MAPPING 300 0 150 30o 600 DATE: 06-05-07
I PROGRAM.
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�� �i- /r / (///--.�vL�(U� - ' /� l 0 ,>�E�� c �j) cam ') , ,1 H\ / i i // 0 ) \ \
` tiv�-i ' ) \\\\ r t // ` I \ o ) \- -- ) ) 1Z / \ ! 11 �- 1 / .J♦ ) I
. � , �� 6 1 !f .� 'r / �� \ ��81 41 —) 1 \ � r `/- ' 1\' 'j) J j/r/) ( r_) ` 1 v I f
i 1 i 0 0• t 1`\ \ A 7 ,,___ \ \ ____ _ (
/ I -)-- ---=-- -,. A \ --, i __,'
- "‘-,-/----,4-\-__ \- // .i - ) \\\20 I-, / ) , _ 1 /,.\_,="_,;,'- \ 1 lam/ _:) a- :,, )/ /2
/ ci \ \`, 0 .4 6
n OE
6e/ \ \ l ./ c / -I c ,E1 0) VP \I i ,� �\\\ \\�./ -_ —9'2:37
�� ( \ /ram\ �:� ( r J < \ 1, ___,z 75i.l ) \ \ � 1 :�-_\\\ \ � ��v-..� ��
LEGEND: / ) /.� �/ �\ �l 2 — .�\, \)� .-- �..�.\\� ` �� S '4L26" #1"L'. �j O
226.98 (,)
N 63.39'02" W
EXISTING WETLANDS 184.61' S 84'14'46" W ti
193.18' (/)
Q
APPROXIMATE LOCATION OF z+
SHALLOTTE RIVER
\-S 85'48'54" W
238.84' O
100-YEAR FEMA FLOODPLAIN
BOUNDARYtill
500-YEAR FEMA FLOODPLAIN
- ' -"— BOUNDARY
NOTES:
1. PROPERTY BOUNDARY INFORMATION PROVIDED TO THE JOHN R. McADAMS COMPANY, INC. BY JIM
BLANCHARD ASSOCIATES, PC AND FROM EXISTING SURVEY BY NORRIS & WARD LAND SURVEYORS, PROJECT NO. WDLO7010
PA. �m�
FILENAME: WDL07010—XC
2. EXISTING WETLAND BOUNDARY INFORMATION PROVIDED TO THE JOHN R. McADAMS COMPANY, INC. I II1
- DESIGNED BY: B W
BYJIM BLANCHARD ASSOCIATES, PC.
,m.
NC GRID DRAWN BY: JAA
3. ON-SITE TOPOGRAPHY IS FROM INFORMATION PROVIDED TO NE JOHN R. McADAMS COMPANY, NAD 83
INC. BY JIM BLANCHARD ASSOCIATES, PC. Sc ` 1"=300'
4. OFF-SITE TOPOGRAPHY WAS GENERATED BY THE JOHN R. MCADAMS COMPANY, INC. USING BARE GRAPHIC SCALE
300 0 150 300 600 DATE: 06-05-07
EARTH (LIDAR) DATA PROVIDED TO JOHN R. McADAMS COMPANY BY THE NC FLOODPLAIN MAPPING iSHEET
PROGRAM.
o. XC 3
1 inch = 300 ft.
pm McADAMS
PRELIMINARY DRAWING — NOT RELEASED FOR CONSTRUCTION 1

E 1
r
•
The most current policy(October 5,2006)regarding the amount of wetlands that can be included in the site V •
area is dictated by whichever of the following two calculation methods yields the least amount of site area: ] C../
DC7
VI in
, �� Method 1: Calculate the acreage of the wetlands. Divide the wetland acreage by the total site acreage.If the •
Z O O
j / , '''�.� result is 25%or less,then the total project area is the total site acreage.If the result is more than M�1 W
j ,. •. .•j A 25%,then calculate the amount of wetland to include such that no more than 2C%of the site area ^ 9 Z O
"// acreage consists of wetlands in this manner:subtract the entire wetlands area from the site area Zj xl
�� to get the uplands area,then divide the uplands area by 0.75. :71 g
,111 a
''4
Method 2: Calculate the area of a 100 foot wide stripof wetlands measured from the uplands area into the
,' ,' # ,...,,,, 7
.4„,. / / ♦ wetland. P Z a N
fil
/�� Compare the two numbers,and choose the one thatyields the smallest project area. Z
o '4 i ,N / / P j � 2 O
/1/2' e 74 ' I IP''-----"--• / San Rio Phase 1 5: O H
j/ 7/M/A ©% Total site area=607.03 acres TT llx �-+/ //� ,, ♦• , e �� Total wetland area 170.08 acres p co
j/ ►100 wide strip of wetland area- 133.9 acres III
// �� j Method 1: 170.08 wetland ac. /607.03 site ac. 28/o (>25/o) W :1-4°
: / / / , j,,, ♦ 607.03 site ac. 170.08 wetland ac.-436.95 upland ac.
� UPLANDS /j//� �� / UPLANDS ♦ Project area for calculating density=436.95/0.75=582.6 acres
/ Method 2: 607.03 - 170.08 =436.95 u land ac. .�� NR• •
/ i/ // G / ♦ / ! Pro'ectare - - ��•ice '' ' UPLANDS / /// ..i / •,... ,', ♦ / 'i, �,_,,, /, y//�/ / i/// f a for calculating density- 436.95 + 133.9 -570.85 acres O •. :IC:II:
7 • •
vt
/ 4
X // , .,, ♦ / Since 570.85 582.6, use area derived via Method 2 to calculate the allowable density. ;
/.-----. l t/" w"ani z/i) il 4 %
•
k s /� 570.85 acres(project area)x 30/° 171.25 acres allowable impervious) ', '9 ••• •� ...
5ti;§ WETLANDS %��/j�/ij/// % /� 7// %\\••
/� //� / ` % 11III....Is...
_ ,/ � % % � /// The 100'wetland strip is measured from the 401/404 line waterward (into the wetlands)of
/� j �% //�� ��/% the project fora distance of 100', or to the mean high water MHW line or to the property
7/1 �� %'o,, / / � r line,whichever comes first. No credit for wetlands located outside of the property line or
/ /„///�/// �/ / ♦ i �� / j beyond the MHW line can be given. By definition,the project area includes only that area
%'�% jj/ / �/, above the MHW Line.
1 j/ , / /j/ -. Air
% ,II"' •'lit,
''iiii�/ /�/ "'�liii // ♦ //i III III o
Ct j� NG GRID 9
5-41
♦ W
j `� / i� / UPLANDS NAD 83
., i UPLANDS % / ''iii0/i •404VoN //iii//�� ��
// j GRAPHIC SCALE �
..i i % / �p ♦ , soo 0 2so soo i000 1-4
a cq%/ /�c f , • I inch = 500 ft. F. 2 Q o
w
444
-; Cs % / ��/ % UPLANDS NS % / E z co
.1- • 1 \tiiii 00- e.., / , ,.. e .
o
/4'' 4 .4;2/ -.et C•5 '. 4
a / 7 PC1Cil
z
�j% / •
1 %%� A'' Saa o
k r// / W dl C7 �'
: ALONG*MEAN HWES BOUNDARY �i / / /���jp/ -,
leH WATER LINE -7
' _ / / ��/// 0
OF SITE i �i iii/// / /
11111111.1miiimmaiminissaiii.' ' ` UPLANDS / � , lep ill H 0
N
/ NG GRID
tle NAD 83 �] a
i / / GRAPHIC SCALE W °
W U
/ / 400 O 200 400 o N o
%/ �/� s
1 inch = 400 ft. �'1
/
///4 ig 4
o' i '.-
foe
, , d 0 '4, '
yl
♦ / , ♦%
•
erz///"V
44...477/ % uPLANDs
%j The most current policy(October 5,2006)regarding the amount of wetlands that can be included in the site / � � `
EXISTING* V�ItANDS area is dictated by whichever of the following two calculation methods yields the least amount of site area: C,
Method 1: Calculate the acreage of the wetlands. Divide the wetland acreage by the total site acreage.If the 7 /"//
result is 25%or less,then the fatal project area is the total site acreage.If the result is more than /� !^ETL/kNDS / �j 1
OUTERMOST 100 OF WETLANDS 25%,then calculate the amount of wetland to include such that no more than 25%of the site area i�� 17 ijji
acreage consists of wetlands in this manner:subtract the entire wetlands area from the site area ,• j�to get the uplands area,then divide the uplands area by 0.75. ������ jtst. ,_,,.
o
APPROXIMATE LOCATION OF Method 2: Calculate the area of a 100 foot wide strip of wetlands measured from the uplands area into the �/ /j �/� j % ,
• SHALLOTTE RIVER % /
di
wetland. ,
CiA\
CI
./A
‘f•A
o Compare the two numbers, and choose the one that yields the smallest project area. ,. %///isossi///�
al
Q
Ti San Rio Phase 4: / /
N Total site area = 12121 acres /-,,„,.,," 0 m p
UPLANDS ,/./
NOTES: Total wetland area=36.61 acres / / 0o ►100'wide strip of wetland area- 32.39 acres ,I. PROPERTY BOUNDARY INFORMATION PROVIDED TO THE JOHN R. McADAMS COMPANY, INC. ��BY JIM BLANCHARD ASSOCIATES,PG AND FROM EXISTING* SURVEY BY NORRIS $ HARD LAND Method 1: 36.61 wetland ac./121.21 site ac. =30.2% (>25%) i i.0"3SURVEYORS,PA• 121.21 site ac.-36.61 wetland ac. =84.6 upland ac. /��, C"I)
, 12. EXISTING WETLAND BOUNDARY INFORMATION PROVIDED TO THE JOHN R. MGADAMS
V g
Project area for calculating density= 84.6�� 0.75= 112.8 acreso COMPANY, INC. BYJIM BLANCHARD ASSOCIATES,PC. / 'o Method 2: 121.21 -36.61 =84.6 upland ac. % // '% _ 1q#.
846 32.39 116.99 acres /. /° COMPANY, NG. BY J IM BLANGHARDA550GIATES,PG.
Since 112.8 < 116.99 use area derived via Method 1 to calculate the allowable density. / ,/// //,/
•N e, j/,�%// %ins., ///o, -
�' 4. OFF-SITE TOPOGRAPHY HAS GENERATED BY THE JOHN R. McADAMS COMPANY, INC. USING /,,
m BARE EARTH (LIDAW DATA PROVID)D TO JCHN R. McADAMS COMPANY BY THE NO / �, ..� /ice �`
o FLOODPLAIN MAPPING PROGRAM. 112.8 acres(project area x 25%=28.2 acres allowable impervious) % ////�`"4101% �/�'% // / / / UPLANDS
/11
(.. ri'
The 100 wetland strip is measured from the 401/404 line waterward (into the wetlands)of
al
01011111) 1
o- the project fora distance of 100', or to the mean high water(MHW)line or to the property , , FILENAME:PROJECT NO.
WDL07010
line,whichever comes first. No credit for wetlands located outside of the property line or ,
g beyond the MHW line can be given. By definition,the project area includes only that areaWDL07010-SW
Zu above the MHW Line.
DESIGNED BY: B W
3
o DRAWN BY: JAA
co
SCALE:
AS SHOWN
O
u, DATE: 06-05-07
s
N. SHEET NO.
SW-1
J
Dm McADAMS
PRELIMINAJRY DRAWING - NOT RELEASED FOR CONSTRUCTION
u
N
O
o_
X

ir r
U
In to
o
o
e /j j fs 1
p (HIGH DENSITY) p-HZ -4v% E d g:°
i �'...;.i/�/� �''�.. (t 8.75 ACRES)
/ MAX.ALLOWABLE \ �C O Z a I9
�/ IMP. (3?.996): 5.31 ACRES ` . I•
� Q' w a N
,,,, 4 \ _
„.,. , ---,few/7
wD /.„
// /./A,. /
(t 51.2?ACRES) � li cf..
„ �////� \�p w v o 0
i ` - • w a
\ MAX.ALLOWABLE / / // /iid/1/j r�
. : 1S.S1 ACRES �� /i SECTION 1 le // /��/ p 0 /////
7/7 w x ca `.
f x>,..... . .. •
i r,////i i
...
. _._ _
/,./ / /// •• MAX.ALLOWABLE ,/ �%./ IMP. (28.196). 20.14 ACRES r,/.///, / / \ \ :4CLoss •-.7 /Ir-
tttt:.,....,ii,tttttt,,,,,,
• ., !/./irr
/.�� / SECTION 1C SECTI•" / /I /e,
•--- �i •
i�!'� (HIGH DENS / /
.% /' �y;�"/ i DENSITY) I (LOW DENSITY) �/ � // _ -
1 /4 \\
±4.80 ACRES %i��/ / t ) (t20360 ACRES) / � � -
, - , Ir / MAX ALLO /� •,• , IMP. 87.296 : 1. / 9 0.0.>
tttt\i/'
(), SEC ..i . . Z.,
7 /iii//iii Yip
(HIGH DENSITY) ��� �, ////e'////�///o/�
1- . .17:7,/ )•••.-2 / /ice
/� % (t 5.15 ACRES) ♦
♦/ / \ ii MAX.Ai1�OWABIE
. ,/�/� ,, •/i. IF* IMP. (21.495). 1.10 ACRES ° j��% / �, •
/ • O a 0
'' (HIGH DENSITY) \.........
SAN RIO
{ , �. :le,./11//,'
,/ ' 4 / �� StormwaterManagementNarrative Z! "„�/. ;'i/i ♦ '•.,�-0.,. ► 1� ' / � � / /// (t 1.74 ACRFS) o0000/
/ / / I rIII* 4 c i// %� %v�� % MAX.ALLOWABIE General Descriation/� ,,� ♦ � / IMP. 51.796 : 0.90 ACRES '-'� gi • \ l/ „/ j ( ) Located off of Gra Brid a Road at the intersection with Tar Landin Road in Shall tt rth lm t
/' , ,... , ;� ,j /% / j y g g o e,No Carolina,is he proposed residential development currently known W
` �� ,� �� % /// %/�/ as San Rio.Proposed development on this siU will consist of the construction of both single and multi-family residential areas,along with associated streets, Q'i
r` ` �/ O4:41!"
% j / 4/1.
jparking,utilities,and other infrastructure.
a _ ._ %- s4 % /II,y� ,•,. /�� The proposed development is located within the Lumber River basin.stormwater runoff from this site drains to Sharron Creek the hall tt,/.�// / , S o e River,and to an
�jGG �� /� � / j unnamed tributary to the Shallotte River.According to the N.C.Division of Water Quality BasinWide Information Mana ement 5 stem IMS these draina e
.'fi / g Y ), g r�jam' _ features are classified ash
s either SA-H W SC-H W or C Sw H W.For this reason d v 102
j / / ,> Q Q , Q e e opment on this site must meet the requirements of 15A NCAC to
�� �% 02H.1005 and 15A NCAC 02 1 These re lahons are as f 11 W o t
��/pp %/�' r / ,„/"' j�/�� WETIANDS � H. 006 gu cows: c�� o
�p W E. O
/ �� e 3 tilYR) j Stormwater Management Repel :ions: Q E
I // ` . r � r�
LC-
/,,, ii/ , / / / Per 15A NCAC 02H.1005: z 0
/ All development activities within the coastal counties which require a stormwater management permit in accordance with Rule.1003 of this Section shall
SECTION 2 �� // �/� manage stormwater runoff as follows: x - r`
/ �� / / / 1 develo meet activities Nithin the coastal counties drainin to Outstandin Resource Waters ORW shall meet re uirements contained in Rule/� O P 8 g ( ) q%7PZ//f'ECHONJY*r // / ��� j (2)�� /IMO. M.096): 20.41 ACRES % //13.76 ACRES �� `� I I P 1 P w �, a
with abuilt-u <,^n area o 25 percent or less; �" r--� o z x
CID
SC WATERS , , / ( ) / ` / (ii) stormwater runoff transported primarily by vegetated conveyances;conveyance system shall not include a discrete stormwater Z Q �'
collections stem as defined in Rule.1002 o this Section;
5
ui a 30 foot wide vegetative buffer. O �'
sow IMPERVIOUS) �/ ,, Max ALLowABLE �'o !: % �// �� ( � f y g ff
tIMP. .996 . / j
/ / ♦ (b) High Density Option: Higher density developments shall be permitted pursuant to Rule.1003(d)(2)of this Section if stormwater
_1 j $,70 ACRES �� / control systems meet the following criteria:
_-- � ,� � ��iii,, / (i) no direct outlet channels or i es to SA waters unless ermitted in ac
f /j/� �� ./..„, / P P p cordance with ISA NCAC 2H.0126,• y.
t=_` % ��// �� ��/ /��_ / (Il) control systems must be inf ltration systems designed in accordance with Rule.1008 of this Section to control the runoff from all z
; - tt / / � / /// I / ��/ surfaces ge etated b one and one-hal incheIMMIISECTIONS 4 BL 4B WTTLHN� "; % / _ �� Y f s of rainfall. Alternatives as described in Rule.1008(h)of this Section may also be
//////
/74:::->„,,;
/ / % approved ij>.. do not discharge to surface waters in response to the design storm; IIMM $
( ) r f design volume must ow overland through vegetative titer designed in accordance with Rule.1008 of this
SA WATERSy ~ jj j% • SECirTI�N aB I \�\ uz runo fi i excess o the desg r r fI g g / gn` , /� Sectior with a minimum len th o SO eet measured from mean high water of SA waters; O
(25% IMPERVIOUS) / ��., % ( i Q _ % , ��A (3) development activities within the coastal counties except those areas defined in Items(1)and(2)of this Paragraph: vl
J �( % // �//���,'r, �+i+! I ` (a) Low Density Option: Development shall be permitted pursuant to Rule.1003(d)(1)of this Section if the development has: ~� E. a M
7 / .44 ACRES) / D (i) built-upon area of30percent or leor jj// / less; proposes development of singlefamily residences on lots with one-third of an acre or greater z z
/ with a built- f percent ' x
W ��-
I7
/ Max ALLOWABLE / j Ci) stormwater transported primarilys byvegetated conv� antes;conveyance stem shall not include a discrete stormwater W a
IMP. (37.6%): 15.20 ACRES / °\ /// defined P S Y
/ / / o �/ cotl30 on stem egto in Rule.1002 of this Section; a
� / � � / (iii) a 30 foot wide vegetative buffer. p
/ / %�%/� /�/ / j�/ � (b) High Density Option: Higher density developments shall bepermittedpursuant to Rule,1003(d)(2)o this Section t ~a
MEAN H16H WATER LINE j��// / / j
f fstormwater N
ALO15T BOUNDARY control systems meet the following criteria: IYi W
OF SITE j/ \ //// ii� / (i) control systems must be infiltration systems,wet detentionponds or alternative stormwater management systems designed in Z
ua
�//// /� ////%� N'Nu accordance control s stems must be designed this toSection;
Ca
///
�� ////���j/� /�,, �/ O Y geed to control runoff from all surfaces generated by one inch of rainfall O
SECTION 3 / '•,
/� /% Per 15A NCAC 02H.1006:
(t(HIGH DENSITY) ��� ''♦�, // ♦ All development activities which require a stormwater management permit under Rule.1003 of this Section and are within one mile of and draining to
MAX114.55 ACRES , ' ' � ' / / SECTION 4Bwatersclassified asugh QualityWaters(HQI�shallmanagestormwaterrunoffin accordancewiththeprovisionsoutlined inthis Rule. More stringent
.AIlAWABIE / j / stormwater management measures maybe required on a case by case basis where it is determined that additional measures are re aired to rotect water
F IMP. (52.4%): 57.11 ACRES / / (HIGH DENSITY) quality and maintain existing and anticipated uses of tleese waters.
9 P
/ j I All waters classified as W -
S � � j (1S I or WS-II(73A NCdC 2B.0212 and.0214 and all waters located in the
/ / � ;' � (f 1.84 ACRES) ) coastal counties(Rule.1005 of this
MAXection)are excluded from the requirements of this Rule since they already have requirements for stormwater management.
/r / / ,/ / C.AILOWAI3LE g
, /
/ i
�% ,, IMP. (46.2%): 0.85 ACRES
j/ nitanagement and Treatment ofStormwater Runoll from San Rio
�� / ////
X , San Rio is proposed to be permitted as a low-density project with high density pockets.The site will be desired such that the total built upon area(BUA)for the
j��j/ / single-family areas now-density areas)combined with the multi-family/amenity areas(high-density pockets)will meet the overall low-densitycriteria(30%
0
1",,/,/�// impervious)for those portions of the site draining to SC waters.For those areas draining to SA waters,the overall low-density goal of 25%will be met.
///////,, % / /���/ j� \I
SECTION 4 With regards to stormwater treatment in the low-density areas for areas draining to both SA and SC waters the roadwa s servin the sin le-famil 1I) II /%/ / .�////� ' j //' (TYP') curb-and-gutter with curb outlets stems discharging into vegetated st y g single-family lots will have
r I H
I ///®///% / �/ _..
/ j D high density areas,the stormwater management features will be designed to oomply with DWQ standards(per section 1 A NCACO2H11 08Fo device.he high density n.
rn NG GRID �j/,i/�� / j�// %// (t 11b'96 ACRES) pockets draining to SC waters,these areas will be treated with wet detention ponds o-other approved management systems.The high density pockets draining to
NAD 83 / 4 MAX ALLOWABLE SA waters will be treated with infiltration systems or other approved management systems.
O
m �� '/ / IMP. (23.696): 27.3€:a ACRES The information presented on this sheet is a stormwater master plan for
GRAPHIC SCALE ., / /, , represents p e San Rio development to show that the intent of the overall project is to meet
73
/ / ` the low-density thresholds.As each phase of the development moves forward,the data for each individual phase(BUA,stormwater devices,etc.)will be finalized V n/
Q ,/��i//� and submitted to NCDWQ as a modification to the master permit.The overall stormwater master plan will be updated to account for actual data for those phases W
r• 500 O 250 500 I000
0�/ 0 M
`'�i,� �/// j� ` proposed for development �1
r 1 inch = 500 ft. S� Please note that a permit has already been issued for Phase 1 of the San Rio development.The permit number is SW8 070202 and is dated February 15,2007.It is
t /�'•�..� ` the intention of this master plan(and re-submittal of Phase 1)to modify the Phase(development to use curb-outlet systems in lieu of the previously permitted (in 0
c,
o •'j /jj ' stormwater management facilities.The high-density areas of Phase 1 are designed to be treated with a wet detention pond.Therefore,this master permit(and
PROPOSED DENSITY TABLE
ib-
j ,/ 0 subsequent revisions)is intended to modify the current permit.
°' N AREA SF BUA (SF) 515 IMPERVIOUS 5A/SC 7 c, / //.
SECTION CLASSIFICATION ( ) /
3 EXISTING WETLANDS / -�
DENSITY 3,118,460 8?7,2b3 28.1 5G / /
� I LOW DEN �
6 IB LOW DENSITY 2,255,321 51c1,"184 26.0 SC % c;% ,
olc, HIGH DENSITY 2og,088" 77;00 3-12 SG j���/i OUTERMOST IOD' OF WETLANDS ` / `
ID HIGH DENSITY 224,534 47,g16 21.4 5G ,� i
/�j
on
APPROXIMATE LOCATION OF / / /
= 2 H16H DENSITY 2,405,383 888,ao1 3'1.0 SC j ///�
3 SHALLOTTE RIVER , / t
0 z
HIGH DENSITY501,356 161,1"12 2b.q aG HIGH DENSITY 4,c18c1,-1c18 1,616,512 32.4 5G "LOW DENSITY I,161,566 662,1 l2 37b SG /�.�ii////'
SA NOTES: o ��
4 LOW DENSITY 5,051,218I,Ig1,365 23b //r-
o_ �/° PROJECT NO. LO7O10 0
I. PROPERTY BOUNDARY INFORMATION PROVIDED TO THE JOHN R. MGADAMS COMPANY, INC.
N 45 HI6H DENSITY 80,150 37,26 46.2 5A C� _
to
BY JIM BLANCHARD ASSOCIATES, PC AND FROM EXISTING SURVEY BY NORRIS d WARD LAND t., _ _ FILENAME: WDL07010-SW
iu 5 LOW DENSITY 8,868,8I6 2,364,8"12 26.7 SG SURVEYOR`, PA. / p 'e'
5B HIGH DENSITY -15,-1g4 3'1,204 51.1 SC 2. EXISTING WETLAND BOUNDARY INFORMATION PROVIDED TO THE JOHN R. MGADAMS ° r -
DESIGNED BY: BW
5G HIGH DENSITY 380,2-1q 144,184 37.q 5G COMPANY, INC. BYJIM BLANCHARD ASSOCIATES, PC. -
SCALr�-� D�'' BY: JAA
co
€ TOTALS 2q,gg7,5q3 8,688p42 3. ON-SITE TOPOGRAPHY IS FROM INFORMATION PROVIDED TO THE JOHN R. McADAMS
�"'� l DATE:
AS SHOWN
in COMPANY, INC. BY JIM BLANCHARD ASSOCIATES, PC.
DATE: 06-05-07
0
SA IMPERVIOUS TOTAL (4 d 4B) = 1,228,3442 SF = 282 AG 4. OFF-SITE TOPOGRAPHY THE R WAS GENERATED BY E JOHN MGADAMS COMPANY, INC. USING SHEET NO.
W-2
o SG IMPERVIOUS TOTAL = "1,45q,650 SF = I'1L25 AG BARE EARTH (LIDAR) DATA PROVIDED TO JOHN R• MGADAMS COMPANY BY THE NG
FLOODPLAIN MAPPING PROGRAM.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION IIIII McADAMS
M----
a)
.o
a
X

cGENERAL NOTES: LINE BEARING DISTANCE L70 S 08'50'33" W 15.74' L202 S 61'07'17" W 66.79' alliN /6'
MEAN HIGH WATER MARK/
Cn
L2 BOUNDARY LINE 1. BOUNDARY SURVEY PERFORMED AND PROVIDED BY JIM BLANCHARD ASSOCIATES. L1 N 54'26'42" W 2516.51' L71 S 00'17'23" W 15.41' L203 N 81'23'34" W 81.64'
�• �' L2 N 34'40'33" W 60.58' L72 S 25'52'15" W 30.50' L204 N 53'21'09" W 71.65'
9 L3• L31 2. TOPOGRAPHIC SURVEY PERFORMED AND PROVIDED BY JIM BLANCHARD ASSOCIATES L3 N 34'40'33" W 329.60' L73 S 63'04'01" W 14.57' L205 N 60'54'25" W 85.75'
a L3 (SUPPLEMENTED BY THE JOHN R. MCADAMS COMPANY) L4 N 34'40'33" W 96.89' L74 S 64'34'45" W 36.45' L206 S 84'02'05" W 34.68'
Sherrow Creek LI S S H ER ROW CREEK .\ ' " 116.23' Q
� .. a L3 L1� L5 N 29'35'39" W 451.75 L75 S 63'08 41 W 18.27' L207 S 67'26'09 W
�i v °' L11 3. FEMA MAP NUMBER: 3720109800J, FEMA MAP DATE JUNE 2, 2006 L6 N 30'26'26" W 1648.51' L76 S 24'04'57" W 25.46' L208 S 24'00'08" E 94.73'
a. L3 L1 L1 L7 N 33'14'44" W 12.86' L77 S 10'03 40 W 36.02 L209 S 86'29'51" E 100.37'
r / 4. COASTAL LIMITS DETERMINED BY JIM BLANCHARD ASSOCIATES & LAND MANAGEMENT L78 S 26'40'59" W 36.16' L210 S 49'41'24" E 114.15' �„)
42 1_3� L14 / INCL8 S 8448'15 38 W 10.03' L79 S 45'12'S6" W 40.70' L21 1 N 20'39 16" E
Li• / L9 S 14'46'26" W 31.38' 7.96' r l•
L40
L4• 1 ca 1. / 5. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY L10 S 48'15'31" W 23.47' L80 S 46'06'21 ' W 77.06' L212 N 83'32'40" E 91.86' L./ C
L4 <�t u' 18 )iii INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE L11 S 49'07'34" W 48.37' L81 S 67'48'46" W 44.24' L213 N 65'34'03" E 78.25' •z LN ,N� / UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN L12 S 73'O5'21" W 21.35' L82 S 69'15'39" W 33.54' L214 S 40'56'08" E 77.99' W Z �O•+ 0 '
S / SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE L13 N 63'08'00" W 10.03' L83 S 80'54'12" W 20.88' L215 S 50'18'26" E 190.17' Z i
L2t . UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE „ o�
T 0.04 L14 S 75'19 29' W 70.36' L84 N 68'33'29" W 25.14' L216 N 72'16 18 E 226.93 •�
, DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROML85 N 89'45'43" W 30.56' L217 N 51'15'32" E 23.80' w
N. 44%
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE L15 S 7T45'56" W 67.56' ►y
�eg�o •
�� / UNDERGROUND UTILITIES. L16 S 72'07'45" W 48.57' L86 N 46'03'53" W 25.95' L218 N 62'52'33" E 13.97' r ' ' P4
L17 S 01'37'08" E 23.12' L87 N 53'29 04" W 28.91' L219 N 73'15'20" E 28.79' �j C/] a
�'�/ EXISTING WETLAND /. L18 N 8715'22" W 60.59' L88 N 74'59'21" W 95.66' L220 S 84'17'51" E 33.96' CW N L89 S 81'06'39" W 32.88' L221 S 77'10'41" E 13.33'_ ^ z
49 // L19 S 46'32'22" W 136.70'2 L90 N 54'47'22" W 59.25' L222 S 16'16'07" E 15.73' ij-�
N y L20 N 78'16 19" W 23.72Z
�tig , / S H E R R 0 W RIVER SITE BENCHMARK L21 S 88'57�09" W 78.70' L92 N , „ W 88.66' L224 S 56'S0'035" E 18.85' O o
� ~ / 87'27'44"
'`� '�� ` L52 / / I/ IRON ROD (IR 601) L22 N 35'55 00" W 95.09' p� p
N 0' `e (� \\ ESTATES f N 81209.92 L23 N 19'23'52" W 43.33 �j Q
( L93 S 04'34'26" W 62.70' L225 S 19'20'02" E 28.21'
r { 1 f/ ( I\\ ; / E 2192026.39 L94 S 28'18 03' W 73.82' L226 S 06'42'28" E 25.48' a = .•.i
L24 N 1 T33 14" E 123.15'
1,_([ y1 �` ELEVATION 9.77' L25 N 15'13'37" W 60.31' L95 S 11'38'01" W 86.78' L227 S 33'50'20" E 6.95' _ WV O`3 /1{ _ / / / '11i L96 S 29'10'38" W 18 .78' L228 S 44'13'45" W 46.36' pa/ L26 N 84'16'25' W 89.44'L54 �'� ���/-/ / i / all *BENCHMARK PROVIDED BY JIM L27 S 12'24'13" E 69.41' L97 S 69'46'51" W 80.52' L229 S 08'31'10" E 58.38' z W '~
L55 / 1 / / / 1 I 1 , BLANCHARD ASSOCIATES. L28 N 22'25'03" W 63.66' •
L98 S 18'48'02" E 55.40' L230 S 47'39'53" E 178.52' z 41 O
z w L56 / \ \ //' -- „ L99 S 48'49'55" E 117.66' L231 N 19'47'42" E 107.56' w = p., a
L57 \\\
\ % / 1111L29 S 32'35 11 W 92.55
L58 ( \ ii�� ��J \ I � ( \ \ \ \----- - \\ ��' I L30 N 08'38'03" W 35.76' L100 S 19'28,45. W 82.43' L232 N 5T02,20, E 143.50'
L59 L64�\ \ I / /\ \ / / \ \ L31 N 09 33 12 E 12.11 L101 S 36'S4 42 W 90.95 L233 N 59'12 17 E 66.62'
VICINITY L60 \• 641 \ \ / J I L32 S 54'57'31" W 42.04' -L102 N 38'10'11" W 97.41' L234 N 14'22'42" E 108.75'
•� \ =\ 1'; - \\\ - - ' `\ \ I I I L33 N 05'02'57" W 23.79' L103 S 24'46'10 W 3.53 L235 N 21'39'06" E 67.06'
L68 \ \ _-� L34 S 86'31 22 W 33.01 L236 N 08'49 13' E 26.98'
1n1S L104 N 34'59 19 W 113.61L67 11 111((1 V) .J\� \ �`` �� ��- II " L105 S 44'23'58" W 102.70' L2;i7 N 39'11'49" E 35.14'
1 ��, , L35 S 04'26 10 W 53.03
L89 L68 1 „�� _ \ ){1 ,� L106 S 83'48'18" W 113.02' L238 S 31'24'58" E 3.98'14
L90 L69 �� I/1 II / .:� \ ) f ,/ 1 I L36 N 81'48'38"� � W 44.42' „ ,
L91 L70 �// /l/l1'/�l///r- -1-(
- \ ( 1 �� / / / /\ / � ►C" h� L37 N 88'01 37 W 39.38' L107 S 78'35'50 W 283.49' L239 S 13'41 39 W 73.61
L92 L71 _ ii 1\ \ - / \ 1 \ - -/ \ \V:,( r\\ v I \ ),.� L38 S 80'S4'36" W 130.98' L108 S 72'45'S4' E 229.89' L240 S 22'12'54" E 59.93'
L93 L72 °°�A I \ 1 \ I1 NI I ►-` L39 S 53'09'19" W 33.34' L109 S 10'13'44' E 199.76' L241 S 00'00'00" W 5.48'
L94 / - / / I \ 'N I ' \\ ►-� ,
L110 S 51'23'08 W 76.81' L242 S 46'16'28" W 58.36'
L95 y I \ �/ // / / I 1 �/ ( / /° 1' I 1 W ^ L40 S 85'39 30 W 47.78'
�� L / / i / I �p '�1 L41 N 38'44'30" W 7.26' L111 S 40'01'39" W 241.78' L243 S 12'47'11" W 43.39'
L97 �i / // / 1 ( / \ ��' \ 1 Th \ `` 1 1 �.. L42 N 88'48'00" W 151.37' L1 12 S 12'59'35" W 229.80' L244 S 36'21'11" W 32.81'
i / / \ �/ 1 1 L43 S 51'17'43" W 111.35' L113 N 65'40'33" E 148.21' L245 S 22'?5'44" W 46.69'
41.62'
_ j 78 ) } �; /)/ / / I (%� / // I I / / _ \ ( 1 /` L44 S 60'32'19" E 126.02' L1 14 N 38'47'32" E 141.80' L246 S 5T48'46" W
' ENV / / L ' - - 11/ / , 0 L45 S 68'52'44" W 42.01' L1 15 N 23'29 34' E 235.99' L247 S 37'50'18" W 40.85'
L87 1.� ` / f \ i / i \ / v I - ' - / L46 S 58'45'11" W 59.71' L116 N 82'03 07 E 113.20' L248 S 14'51'06" W 80.85'
/ N L81/ , / 1 \ \ / -/- f / J .� � __ = 11173 „
((t / c j / / (, / / / -\ {I L47 S 2'1'42'16" W 38.17' L117 N 50'04 04 E 140.63'8151L249 S 8'14'16" E 11.02'
\\\ l ` / li 82 \ \ �. (/ / - �% , / // i ` r �:/ L48 S 41'54'00" W 47.86' L250 S 68'14'16" W 11.02'
<� , � •� � � ,� ;, \� /i l / / / � / / / � � (/ �� - _ � \\\ l d L118 S SO'04'10' W 81.51'
\ \ !!-- �� _ /�,/� y 7`' \ / // �- i���� - % '�= \\\ 17 t L49 S 23'23'11" W 75.34' L119 S 28'20 44" W 118.16' L251 S 42'03'29" W 75.78' vj
(1 ���� v - '. /`�� / j \/ / / / i �/\ \ ' ./ - \ ^ J - ��� \\ Il L50 S 06'13'33" E 49.48' L120 N 83'22'24" E 219.21' L252 S 23'07'24" W 72.85'
1
/ / '"�'-� / / -i / l �/ �� /// " �� \ �`///// ~ / _ \ N \\ - /'',`i L51 S 36'01'11" E 143.65' L121 N 60'59'41" E 260.86' L253 S 15'25'46" W 39.66' O
L98 1) I / / ( !�• / / J / // / l l/ - // �� \ f- / / / ''L5'' \ 1 �l L52 S 82'00'02" E 19.05' L122 N 82'56'24" E 102.32' L254 N 62'40'13" W 15.58'
L126 ( \ `---, // / / �/ i / / ( 1 i ) / / / - 3 \ - /� / /�°\ / -�\\`- _ ,. 1\ )\� " 5
( (' �� ` / �\ �_ \ 1 I L123 N 2T03 50 W 185.57' L255 S 8T54 49' W 65.55
L12 ,` ', \ ✓ / / / 1 / // / / 1 / / / -��j" 1 I//Z - - - / / / \\ I I ) �II Ir L53 S 09'48 06 W 81.69 W
1 I\; J 1 32 1 �/ / / I / / / ✓� �� 11\ \�` / / / / i 1il 1 L54 S 35'13'28" E 26.51' L124 N 07 59'20" E 103.25' L256 S 25'23'11" W 61.75' a
11 1 12 rL133 / 1 I J / o[�� ` ' / - - -'' \ ' - / / i\I \ (I��/ -"\ '�1 V L55 S 31'05'07" W 39.00' L125 N 04'55 59 E 30.52' L257 S 08'52'17" W 57.46'
99 \ �\ 3 /J / \ 1 I. 2 / / , N / �� \ L56 S 40'09'55" W 34.00' L126 S 75'40'05" E 61.63' L258 S 29'44'39" W 64.72'
H.
�Oh jo o� \ TO
\\' / �� l �� �� // \ \ \ //�/ // / / 1 1 �r , \ l \ / /( 1�\ \ \ ` `� Ill' I L57 S 56'02'39" W 1.32' L127 S 23'03'20" E 59.28' L259 S 4T 13'21" W 170.30' a
\, � - /�//// \ // T/ [ / ( f / / M / \^ ^ / I r (� I o�\� \ \ \�� \ \\ j ` L58 S 24'47'02" W 19.67' L128 S 06'20'34 W 29.20' L260 S 2T37'24" W 58.08' ` '�
L10• / / j/7 / / / L - \ / / / , :. \ � I , L129 S 3843'43 W 19.09'L� �/ / // / / L- \ I I ( ` l / EXISTING WETLAND ', \ \, \`- - ) \ \ \ \ 1( L59 S 44'46'58" W 1 1.59 L261 S 38'05'S7" W 70.52' o
'/ 1�3 �i /�/ii �^/ „ `� ( \ / \ _ - \ \1 \ I k l / L60 S 07'42'09" E 26.05' L130 S 66'13'42" E 18.97' L262 S 51'01'15" W 54.89' �' o
`� I - /// /, � , \ //(\`� \\ 11\ ` / / - - 0\ ( \ \ \ 1 ( L61 S 01'43 39 W 58.07' L131 N 35'09'23" E 77.90 L263 S 59'05 45 W 62.24' Q E 2
/ / /l ' / \ \ ( - - 33 /� 1 � ( L62 S 73'12'43" E 65,45' L132 N 44'45'42 E 40.09' L264 S 19'55'14" W 94.87' 0-4 4 I
�' V� `L.1137 /�/ / ( � � v ///, -��\1 . ) 1I \ - / i� 1 ( ) )\/ t ( I: Ir� � 7 ao
L1�R �L� / \ - 32 / - \ ( \\?; L63 3 86'07 58" E 38.14 L133 N 42'14'57" E 72.65' L265 S 40'30 30" W 97.54'
_i �i�em. _/\ _ - / -. �'1 / / /
1:+ 1 i/ / ( L - \ / �/ I I I 1 1 t \`\_ - ' I ' L64 N 25'37'31" E 21.32' L134 S 31'18'43" E 34.37' L266 S 49'55'09" W 9.04' .'
MEAN HIGH WATER MARK/ Ilk, \ - ;__ / / \ II r \\' - , -� \ , _ L L135 S 33'39'15" W 44.46' x �`
L141 _ ry�` � _ / /\ / / / I \ \ \\ L65 S 37'56 33 E _ 21.52' L267 S 40'08'21" E 14.74' 0!2 0
BOUNDARY LINE 1 - __-' �-� d,.. - 1 I - - \\'
o L12* L142 L142 43\���=_= - _ ,_ �� I \\\ k'�` ( ( / /\ - - �� r ( C j _i 3 ( / \ \ \s, \ l _3 _�.. +' c \\\� L66 S 'i 9'39'12"� E 21.97' L136 S 69'20'45" W 23.05' L268 S 1 T53'33" W 29.08' A v
c• �-L14 �` ' ( j \ \ ) )))FLFto)M0A\DI1pLAO,IN__YEA---R..._____r-
` - / L - t \\ �3 \ J I �- - � - --_ \4 `.�(\ L67 S 16'15 40 W 20.82' L137 S 10'45'22" E 35.53' L269 S 74'03'54" E 24.52 c9
u1 -L146 \ \ � �`,�" ( I I( / - - `� �3� d \\ L138 S 71'28 42" E 22.13' L270 N 7T11'34" E 14.30' p�• \ \ ( (if/ /// // - - �fl J �� \ / - _ - 11\\l, \ L68 S 29'33'05" W : 22.82' „ ,�\ \\ � � I II r //� - - _g8- �� \ 2\� ' \ / 34 1 `` \r L69 S 10'22'39" E 16.22' L139 S 49'48'35" E 36.18' L271 N 65 06 56 E 25.80 Q'i 1i1\ (// / / / \ / �$ - �3��\` \ L140 S 25'28 01 E 42.14 L272 S 43'25'48" E 10.86' aoZa• L1 L144 �� L14 \ �\C\ 1 1 I\ lIII / 2$ i \ \ \,,,, , ,
� - \ \ \ \ ( 1 N \y\ „
r II ( ( ( ELEV 1'f - =� -2 / \ \ �'' \ L141 S 34'14'45 W 54.02' L273 S 47'41'38" E 11.16' �7
L • �1�1 \\ 1111\\ ( \\\^\ , - ��- i \\ ` \ \ \ \ t\ ) 1 \ \\ ��a\�^\ A.E. CALLENDER L142 S 70'02�56" W 50.86' L274 S 40'17 24" W 57.16'
,�\\- ��� �, t \ , L143 S 52'43 25" E 105.50' L275 S 50'52'24" W 5.75' 0 Q,'
,�� \\� \\ \\\ ��� ; �' -- -N \ `_ _ \\ \ \ \ \ \ \ \ ^.,:\ \ 180 / 6 L144 N 14'05'51" W 10.55 L276 S 18'01'59" W 22.75'
\ 1\I \\ ^ /�� / ( -N \ \ \ \ \ \ \ j \\ \\ \ 192 338
\1 \1 \\t -_ ,- / �77 ` > \ 7 \\\ I l \ �' 1 \ /
U, \ \\��`�_ //z/�>/ / \,- --/ 1 \ \ \ \ \ \ \\\e, \ L145 N 82 29 56 E 33.60' L277 N 73'31'37" E 6.17'
p. L152 `�\\\\��` / // / i �� / I \ \ \ \ \ \ /� / / \\ \\ L146 S 76'39'03" E 25.59' L278 S 59'39'23" E 9.94'
V ,, �,\ �\ / ! �-�� // � XISTiN W�TL \ \ \ \ - / ' �3 \ / L147 S 2T 10'18" E 112.32' L279 S 74'10'17" W 41.79' z
\ \ L148 S 87'53'12" E 215.70'
p/ ��� - . - - \ \ \ \ \ \ J L280 S 81'12 01" E 27.36'
�., \ �E - ��- // I - ` \ \ j \ �,�, / = • \ ' L149 N 70'08'38 E 7.44' L281 S 73'16'19" E 24.64' a
\ \ _ \\ \`-_ > �'�' � � _ ^\ \ \ \ \ / �S \\\\\\ \ / L150 S 86'44'05" E 114.57' L282 S 10'17'02" W 22.65' `"
a MEAN HIGH WATER MARK/ \ � - - //,' / L - -25- �/� \ - \ \ / �- \ \ \ /
,�'� - \ - o �('' I _ �� \ \ / // ` �` '\ L151 S 00'58 25" E 106.65' L283 S 41'14'34" W 4.62' o
>_ / ) L - 2' ,„-=--` , _ =T 1 A , \,`e-•\ \ 6,�,, - / // \ . \\- L152 N 89'08'29" W 228.44' L284 S 47'55'36" E 43.27' J o N.
�, BOUNDARY LINE ) �\ J �� c \ \ - / / C\\
\ ~� =/ • /// �/\� ~ - - - / \ \\ \ \ \� \ // % / I \ L153 S 38'30'52"� W 225.25' L285 S 52'57'56" W 11.94' a z
h =� I( �� - �� >/ � \ \ Ili - \ _ \ sz
-NO: i� _ i J / / \ I ` \ \_ \\ - - / 27 \ L154 S 22 13 17 W 128.65 L286 S 04'12'47" E 23,60 :r.1 a0
L161 II ( ISnG �LIEl� - - / - ) \ \ \ ` \ \ \\ • / // i L155 S 59'5, 09 E 214.54'
L160 J\`I ( / / C / / / i r �� I( / ( / \%\ \ \� \\✓ ///// \ rl \ \` L156 N 79'03'19" E - 50.34' a cn
L287 S 26'26'16" E 22.77' w
_ L288 S 19'18 55" E 4.36
</SS L159 I ( / / / / `' \- _,\✓ (' \ \ \ \ /// \ \\ \\ �j, - / // / -� ' / \\\ N. L157 S 79'25'19" E 360.32' L289 S 39'22'10" E 12.76'
\ `- / /- \ -/ �-, _ _/// \ \. L158 S 44'01'02" E 43.70'
L290 S 81'54'47" E 16.37'
\t� \ 1 HH- � .- // 11 1 < / /lt
• \\ \ \ \ (1^�, % ) \ \ - 1 � \ - i/ / 'G�/ \ / / / / �� L159 N 86'42'20" E 48.44' L291 N 78'53'02" E 18.93' W > M
\\ 16 I � // \ \/ / /� \\ _- - // - \ 1 \ ` �` \ L160 N 19'59 02" W 84.41' L292 S 61'59'10" E 10.50' Z ii...< w
L157 64\ \ \ ./�I�_,/ / / - / o J \ _ - - / / ` - - \ `\ \\\
L1)6 \ ) l\ I ( /-- / J / / ✓ ` N \ �. L161 N 10'S5 48 E 14.33' L293 S 13'48'41" W 7.35' 0
ga>J� L16ii \ G I \ / / / I \� // -_- - - / \ ����\ \ \ L162 S 43'49'17" E 30.79' L294 S 73'14'53" W 31.81'
t � �
.moo. \ 1 i / l I \ \ 1 t //�/ // - i i / . S� `\ wi L163 S 12'35 00 E 63.66'
COASTAL ✓ /// 1 ' j v \ \ 1 - -� \ \ \ L295 S 14'35'50" W 3.71'
/ I j / i \ // I ,/, / / / , \\\\ L164 S 33'40 45 E 41.98 "
WETLANDS // \i % - \ / \�\\ ( \l/ / i r /^ J �� - - \\ \ L165 S 02'05'34" E 36.99' L297 N 79'08 35" E 5.07'
?4.60'
1�67 \ \ 1 / / / //(( \ / / / -2 l \�\ L166 N 34'33'56" W 36.82 L298 S 17'21'31" E 15.66'
- - �i f \ v / J i / C \ \ \ \ \ - „
L171 ,4 i \ / , ti ///i r / \ 1 //` J/ / T \ \� \� 1 \\� \\\\\ L167 S 50'07 05 W 32.20' L299 S 56'08'37" E 24.34' F�
/ \ - �\ � \ . . L168 S 74'11'12" W 38.04' L300 S 49'20'55" W 17.23'
L172L174 �170 /L173 \ �1 \ \ \ J J Jl / i///f:/1\1\/\
\ / I / f r / - I \/ \\\\\ �) \ / \N�\\ \ \ Q L169 S 83'38'54" W 44.57' L301 S 55'02'02" E 32.52'
5,�, L175 \ \ ( / �// 1\ ��� /7� / / i // - l\ \ ` \� \\ \ j L170 S 08'S3'43" E57.89'
\ ! //� \ \ � / \ / / / /` ' \ / \ \ � `' '� \ \ ,.'\\ L302 S 69'37'05" E27.34�/ \ \ \ IP ( ' �� �/ �� ((' / // / �/ ) J / / ( \ 7' - - J ' of \ ` \ \\\; AJ L171 S 72'17 00 E 42.44' L303 S 52'00'53" W 19.30'
\ I(r �� \ I /i ��/ C /, 1 �\/� =�,/ ( // J _ / - �� - )�, �O L172 S 16'13'12" E 27.20' L304 S 40'26'44" E 17.38' (k)
I l/ / ( I I( ( r// /// ` / 1 \ L _ // ` < -i ( 1 \���\ \ L173 S 48'02'53" E 34.54' L305 S 45'42'1 1" E 20.67'
(1 t ( � ( C ( J ) ) / \ - / ( ( ) ��/ _ I :5•) �. '\\ \ L174 S 1 1:45'51'� W 25.69' L306 S 76'24'19" E 34.00'
\ - J, \\ \\\\ \ l/ / / / ( L i '� J {� / ��\\ \ \ L175 ( S 32 51 59 E 41.60' L307 N 80'41'28" E 391.53'
\ 0 '// - �J ) \ \\: \\\ { \ \ \ �4 / // - /�' ) �/ / l f - �\ - - s> s(/ /�\ �\\ \ L176 S 13'S2 22'� W 65.99' L308 N 80'41'28" E 53.68' 0
�/ / ) ( 1 1 \ \ // / I \ �\ �� 1 / !\ '` y // \\\\ \ L177 S 08'10'05 W 49.33' L309 S 85'36'34" E 63.27'
�� \ \ \ \ I ( \ / / Jl/ / f / \ ` / �3 l� / J / v �� / /, \ /�S \ \ TA.
�. L178 S 26'40'38' E 99.04 L310 S 52'17'41" E 119.64' 0
J
\� L / / ( l \ // - / �/� - \ -:ix_
^: ,\\ c / `�\\ �,. L179 S 66'03'32" E 58.60' 58
\ \ \ ( I / / // // / \ \ / '� / / / i / \ / / \ \ ����, lL311 S ,,0'S0'03" E51.38a L181 \\ \ \) \ ) )/ / I 1 /;1 I 1 ( \ \ - J - / / / -- I r /1 l l� �\ \\ / //\-� ��� �ii�/� �. � �\ ` I \�• L180 S 40'21'28 E 60.71' L312 S 66'35'08" E 162.22'
L181 / 1 1 - /v / \ / / r-- A // J ) / /� \V �' ` /i / /// \ �� -j(// / L181 S 38'48'36" E 40.91' L313 S 37'36'15" E 29.46'
L182 \ \\\\ I / // ` l Q
'\ \ \ I I \ / f Z l / / - // // / �� _ - ` \' ( I L182 S 15'S5'04" E 86.26' L314 S 76'05'01" E210.22'
ML183- ' \ \\ \\\ L 81 8 \ \ \�, \ \\\ 1 ^ �`' (/- -\ / / N // / 'tL\\\ ) // / l /7 %- - 1 (f) (2
�'� \ \ \\ \ \ ; G\� � ' 1 (/ / I l ( ( \ \ /// / i l`�f/ % - J •/ESL \\\\ -J)/( \ \ L183 N 69'33'05" E 38.86' L315 S 40'20'18" E 207.31' I
r` \ $9 \ \\\ 1 \ I I Y \ l l \ ✓' �% 1 i� \\ / ( r ( L184 S 19'32'01" E 30.18' L316 S 8T09'34" E 123.47' V
L184 �� \ \ \ 2� __ � � � � I I � \\� �_/ I ( jib / \\\ ( 1 \
0 0 M 0
CV
L185 \\ eL186 - o -\ "5\ \\�� 20 - - \ i� I\ \ J \ --.L �� .� ,,N �\\\\ \ ) L185 S 09'29'51" E 76.51' L317 N 52'27'49" E 1 13.38'
\' ':19.2 ;7/
/ -1� - \ / r - \ / L186 S 85'13'48" W 125.59' L318 N 79'41'18" E 150.13'
/�- , \ / \ / \ \ \ ��� ( l �- ii -�� \\ \� L187 S 29'04'42" E 101.29' L319 N 71'14'39" E 42.00'
1\ 1 / �16N ( / I i� \ L188 N 61'55'32" E 49.11' L320 N 54'39'39" E 97.70' Zi
01
4� \ \ i
i�/ v / /\ \ '^ ` 17 - l \,/ _� ( II \ \ { t` �i �/ \ L189 N 63'47'S3' E 25.81 L321 N 43'16'36" E 30.45'
\ \ (''�C "� /// \- �� \ / 16 �� ( I1 5 II\C 1 ( \� _ \ \ L190 S 58'16'28" E 42.28' L322 N 66'31'22" E 48.70'
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/ \ L191 S 74'29'43" E 27.51' L323 S 78'35'20" E 80.73'
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L194\ \ \ \�� •'\ \ ) c1 I _ /1::1
JJ // / / I r \( ( I ( r: L192 N 61'48'13" E 31.86 L324 N 73'04 50" E 146.71'
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o L196 \ \\1\ \\��\� %/ \ \ \ \ ( ✓ / / " � // / \\ / r\ \ \ I % \ I I I\\ 1 I I 1 L193 S 20'36'15' W 45.24' L325 S 84'01'58" E 26.99'
\ \ /� \ \ \ / i / �c 7 I I /L�'// \\\/ L194 S 86'04'45" W 46.12' L326 N 74'43'49" E 41.62'
\ �`l /// 1 ) 1/ / r��� /\� _ / � f Ill )� '�` 1 \ \\
/ / / / / 1\ (J \\\ \ \ L195 S 06'34'48" E 52.92 L327 N 44'47 28" E 57.14'
\ / / / - / \ / \\\ \\ \ L196 S 19'47'14" E 57.53' L328 S 84'52'29" E 31.49'
( \\ \ /, // /-. - l EXISTING GFWEL-ROAD- - //, '` - ✓ /� \ / / (l F;' I 1 „
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al /( / / _ �_ \ vim / 1/l It��, \ �, \ \\�\� \
\ / / o / / / / 1 / \ \ v L197 S 16'10'23 W 222.26' L329 N 43'31'41" E 48.71'
LEGEND MEAN HIGH WATER MARK obi \\\ 1 (/��/ i /-------- // /j // 1 /7 r I ;/ / �\ / �/ / / ({�? ;! l \ \ \\ \\ \ 05'03'22"
/ 0 // J / , \ / /� // I ' , , L L� \� \ /// \ / ) \ \ \ ._ , L198 S E 59.05' L330 N 03'14'24" E 89.80'
E BOUNDARY LINE i \ ( ( �( i /,;--- - -� \ \- / . J ( I ( 1 1 ( - • - //( \\ \ / ` \ \ \\\ \` L199 S 42'41'12" W 63.22' L331 S 82'08'26" E
a WATER VALVE \ I(1�1 1\I\ ( 1 i �-t 2 �� � (< Ii. /y I `---.- -� / \\\\\ I \ \ \ 168.24'
j - �� \ /i \� 1 1 \ \ \ \ L200 S 46'25'33" E 55.37' L332 S 44'51'S7" E 653.83'
\ II Ill \\\ -' �i % \ 1,-c/> ) . - �� N �,. /' \\;; \ N ` \ / \\-, \ ,
r \ 1 _ _ _ ✓ - mac- .� \\\ - \ \1 \ \ L201 S 75'55'26" E 76.72' L333 N 36'S3 07" E 0.00'
' �' f / �J - ^� - c - _ �� �i�\ \ \ \\ \ 1 \ \ I L334 N 37'14'35" E 1887.25'
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FIRE HYDRANT c°� \ /J ) '/ / / i \ 7 \ \ �� \`
252 �y'01 �06 • �� p \\(\\��✓/%� v f ` 1\( r��i j ��_/` j - \\; PROJECT NO.
o EXISTING 1' CONTOUR '20R 0 0i \`\ -,,/ / \ 1 '%% 7 \ 1I\ 7 �� ! Fn.ENAIE:
WDL-07010
GRAVEL DRIVE L203 , \ / ` \� / ( 6 --
/--- 38 WDL-07010-XC1
\
p� \- �_ \\\,` \ \ r� tii L239 DESIGNED BY: JP E
o -- -- LOT LINE L209 L2198 \ 2�� •i 1� ' �.• 1
DRIVEWAY CULVERT 0 �� �12 1*5 <3 L2L217 \4�t� �,� �, L242 DRAWN BY: KAM
W WATER LINE �L211 / `� L243 SCALE: 1 = 200'
o 5 // DATE: -
i _�� �r L24506 06-07
o WETLAND HATCH COASTAL �s 16 '� �i 1�247 2�10 GRAPHIC
ooSCALE
o 400 SHEET No. �O
. WETLANDS - = " �� �s _ XC-1
miimiimpimilmilin PHASE LINE L22� �� 1 inch = 200 ft.
76 L228 �� IIIII
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GRAPHIC SCALE
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GENERAL NOTES:
•
J \\
/y ,� \ 24" ROLLED CUR \ ► \ Ill ;�1 1 1 I '
\. ? \� ��� �� /j// AND GUTTER (TYP \ \ , \ ioq 1 \ o; 1 i -_�
1. 8 FOOT UTILITY AND STORM WATER EASEMENT ALONGII 1
BOTH SIDES OF ALL SIDE LOT LINES IS RESERVED \ / /' .� ' //' °' ► , \ \ 1 _J
o. UNLESS OTHERWISE NOTED. 102 \ _.
a \ \ \ 108 \ 1 \ I11 II _-
BE DISTURBED 1 / 5' TOWN ACCESS /// / % �\\ U \ \ 4 I I __
2. 404 WETLANDS ON LOTS CAN NOT EASEMENT TYP ► I L ciLoi
�-+I
WITHOUT A PERMIT FROM THE U.S. ARMY CORPS OF ( )
f — l 111 a \ \ \ ► \ \ \ Iii i I 1
g ENGINEERS. \ — — _ — J I i I 1 \ ` \ 107 ` ► \ ► 1 t I r
Y 3. FOR 404 WETLAND DELINEATION SEE PLAT ON FILE _____ ) CO
U.S. ARMY CORPS OF ENGINEERS. •
_ -- — — \ \ I BOc R4s' • I I \ ' \ ` I b/
AT
u' ADE \\ / \ WETLANDS \ / ,--� 1 1 ,� 0
4. ALL FLOOD HAZARD DETERMINATION MUST BEM ` ► \ \ -/, , / , I O
v FROM FEMA FLOOD MAPS. 100 YEAR FLOOD LINE
4 § a..
\
cv ON THIS PLAT IS SCALED. , \ 10' UTILITY \\ ,' // \ .i --,'� i r l I t
1 Z
1 1
EASEMENT (TYP) \� '� _/*.
//� \ \ ► �,-! / , 1, �\ 0)
N 5. SIDEWALKS MAY ENCROACH INTO FRONT OF LOaTS. l , > , \�_ / \ \ -/_ _ �, /
C
6. ALL STREETS ARE PRIVATE AND MUST BE DEDICATED I ��'/ / \ �� \ ' % / - /1 \ - / / I 1 ��� / / ``
3 \ - - g
TO THE HOME OWNERS ASSOCIATION. NOTE: ,� \\ \ -
��� / 1
i , %\ ;- ,
\ \
0 7. 10' UTILITY AND STORMWATER EASEMENT IS ALL BUILDING FINISH FLOOR I -
o RESERVED ON FRONT OF ALL LOTS. I 103 / ; \ \ `\\ I ';' ' ' %�'�/�' '-- ,�'� `/ / I 1 ��
ELEVATIONS SHALL 3E MINIMUM 1OS -�-
a2' A801/E FLOODPLAIN ELEVATION • I �, I 1 , \ ' 1
8. ANY AREA NOT PLATTED AS LOTS WILL BE DEDICATED ` ' �' /' ' /
// \ / \\\ �/f
TO AND MAINTAINED BY THE HOME OWNERS ASSOCIATION •
9. A 20' ACCESS UTILITY AND STORMWATER EASEMENT IS I / I �';
I \
f0 RESERVED CENTERED ON ALL STORMWATER PIPES. - / - ' ' \ \ - ' •
1 I
\ \\
10. LOTS 80-89, 101-104, AND 126-135 ARE IN A .....k
FLOOD HAZARD AREA. COMMUNITY PANEL#3720109800J / / 7 �' \
0EFFECTIVE DATE JUNE 2, 2006 AS SHOWN ON PLAT. / I '/ ' '' \ \
m
` 11 \\\1::
\ PROJECT NO. WDL-07O1 O
- WAY WIDTHS AND NAMES ARE SITE LEGEND V '' ' '' \ \
@ 11. STREET RIGHT OF I i� \ '/ / �� ` N'�° WDL07010-S1
o LABELED ON PLAT. 50 FOOT MAXIMUM AND 40 FOOT \ / \ \ \`REETS HAVE A 10 FOOT UTILITY AND \\ 100 YEAR , ,� i� ; / \\ 5' SIDEWALK TYP c
oMINIMUM. ALL ST FLOODPLA9N \ `�• `STORMWATER EASEMENT RESERVED ON FRONT OF ALL LOTS :.:;.:;.:,:.¢: HANDICAP RAMPS \ > nEsicxEn ter: MAD
,
0 12. WATER AND SEWER TO BE PROVIDED BY TOWN OF ■ 1 I E I I NE I I EN 11 - I I • PHASE LINE \ ..);\
i MAD
/ �, 151 \\• �% \\ \ \� / i SCALE: 1" = 50'
c SI�ALLOTTE. _ _ MATCHLINE \ ' \ ' ' \ �\ / \ \ 120 \ \\ / '' 06-06-07
�, PROPERTY LINE
@ 13. PROPOSED WATER AND SEWER LAYOUTS PROVIDED BY
o EAST COAST ENGINEERING. PA. - - - S- 3 ` �' DATE:
N0.
RIGHT—OF—WAY LINE WETLANDS\ \ �\` �` ��
GRAPHIC SCALE SEE SHEET \ ,/ . `
o _ \\ \
o -- -- LOT LINE �,� � � � � � � � � � _y � � � � � � � � � � � � �- �� � � '', \�
J 50 0 25 50 100 I �, �� \ \ �` \i► �,/ j S-1
o ir
— — EASEMENT LINE \
— CENTERLINE FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION �IIIII
1 inch = 50 ft. McAD MS
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.
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•
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1 \ \ \ \\\ 10 UTILITY / / ♦ / ` \ \ \ ♦ \ \ •� �, :: .(tv�
WETLAND `` \�. \ EASEMENT (TYP) \\ / / \\
7 , . , 5c x
1 / ' \ �03 \ ' \ - / 2?'
•° , / / . \ ,\ \ \ N / / 24" ROLLED CU '\\ / .,,,,,\\ \ •.
\ , S
AND GUTTER (TYP)\ ,`\ ,� \\ \ \ \ ♦
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1 \24" ROLLED CURB RP/ R25 / / $ / /
5' FIDEWALK (TYP) \ \ nGUTTER (TYP) I ( ) / f /
�/ ARB AND GUTTER (TYP) \ \ k o \ •
4 ts' •• \ \
- - --- / \\ 5' SIDEWALK (TYP) s Ei o
▪ -�� i 1--\ \ \ / \ \ \ \ E-+ o
-fi Ii\� I l -� \ \ I 1 \ WETLANDS 'j�
t+o0 / / \ `\ \ / • \ ET DS s
1a269.1�'. R 7-'}-9.43 ' - T / / \ \ \ _ \ / 1, /-�
2+00 p=20.58 \ ......, ......„,....i/ \ \\ \ / / N64' 39' 16-E ` x
■ - ' ...
f \ / / \ I, A
24 B-51 JYP - S. I I / \ `\ \ / / o \ \ I I s c7 d
-- — — 23 �''� �� ` w z
- -- 1 L I > / $ \ \ \ a F NOTE. w a s
1113 t r / h \ E Q d' a
o '- \ 1 I ALL BUILDING FINISH FLOOR ,T 5
��-• \ I I I---- __ — — J 10' UTILITY / / , ' /� ♦ \ \
1 ` �� ` I ( — _ — EASEMENT (TYP) / ,� \ - cn
PA ELEVATIONS SHALL BE MINIMUM 0
1 — — — �/ I \ --'-� jJl 2' ABOVE FLOODPLAIN ELEVATION
y 1R ip , , , — J _ 1 1 24 B-B TYP. — — — — / \ _ -- s e n f 1�
- - I I I ---- _ --� 11 f - _ ---- c (:::Z
1 �� - -_- ; I 1 5 5 �- - - - ____ — _ -F-yl \\ \ \ _ — ; 1 zI +�
�•-+ — -- -" 1 1 o UTILITY I \ \ O \ --" 0.
I / I S
,_,4 I I I 24' B-B TYP. I S \ �j H 1 1 i EASEMENT (TYP) I \ WETLAND / •
1 24" ROLLED CURB ' / / \ I a o
1 , 1 ' J24 I \?:, 1 \ / / 1 % k o •r W o g�
tali -i-' 114 ' 1 I — — _ \ % • AND GUTTER (TYP) \ ` H ' \ ' o
1 1 — -- __- U i N \ \ \ 1 I I 20 l q , H .01
1 % \ 2 / vs
-- 1 j ` 1 a 1---1-
_ --— — — — 1• \). \ \ ` I // / , �. t �~ w �w
\til N , \ ' ..... v., .. ,,g
1 �' 1 \ 5' SIDEWALK (TYP) / / / k 03. % % \ \--- \ \ \ /t.. Se \ \ \ / /N
\ I I / / /// \ d 0 x
____
1111 `A-_______ - \ \ \ w - S88' 34' 00•w l I I !t
1� -/ / 1 p \ c ^ \ /' \ \ S. 24.48' , ' / / / N/ ,�S >r1 -i ,..4
1 \ -,/ \ ` \ L / / a ' SITE LEGEND w >
\ \\ , \\ \ \ 24" ROLLED CURB \ �/ ,/- / \ ------- ------_I J �4 / /
tt i 115 \ \ \ AND GUTTER (TYP) /- / / \ \ --- --- _ --- i �4 '' / 17 �\ \` \� `< O Q
_—- ` \ \ / , /-' / \ ♦ ;0 / \„0
_ \ S/�, �� \ \ :.-v►::.:.:......: :• HANDICAP RAMPS
y ' \ \ '� N.
��' ♦ 11+0o to+o ' A ` \ � - II - II - II - II - II . PHASE LINE
1 / \ \ \c„,
o \ � / /' -/ 2 /// \` S88' 34' 00'tiV ` \ 'i0/ // \ --
\ \ • \ \ , \ �� �� \ ` \ PROPERTY LINE
1 \ 1 / � / \ \--/- - / \ ` // / `,,Z��-_ 40 � 9+ � / I �.' ` \ ` , �'s - - - RIGHT-OF-WAY LINE M"'I •
1 /
~' 110 , / / � / ` \\ /'/ / \ �. \\ / / / ' `\ -� 1 -----1:2:4:17-_-7-2_ 1LFY......_ X < .`� ' / / /// ^ \ \.` \\ \F. \ ,` -- -- LO( LINE
/ / / _ \ \ /// \ \ EASEMENT LINE r11111
1 >--
/ /� ` ``\\ 53 \// / / / 1 �I o I "� \��� ss3`'�c�, ♦ \\ \ / ',/ \ \ �` \ \� - CENTERLINE (1/1)
RETAINING WALL . ' / I1 M I + �� S.
\\ \� \ .\ \ � / \ "I _+ oI ! I -- / 15 \ \
/ \ . , \
�.� \ \ DESIGN\ BY OTHERS (TY,P1/ �\ ` 2� / / 1 , n I o I I ° I I / �/ / \ \ �\ `` e"°° \` ' S' SIDEWALK (TYP)/
/ ' \ 27 I I 2q � ' ^ \ r \
-� \ ♦ \sx \ \ , / \ \ / / a W I I 28 a I / , / \\ \ \ \ 777 /\ \ \
ram- �- \ $ /// \ \ , / I I � I / / S. \
1 II / \ o
N ,_ �' / \ \ V / ,' \ \ J / I 1 1 ''1 B B TYP. I I I / \ \ \ / \ \ \ Poi
\ / / \ \ . \
\ \ \ \ 52 /\ / L I / 4 \\ `♦ `.�\ / // \ �-- — — L / ' / 31 / ' �\ \\ S. \ �¢
to a I \ \\ \ \ r -_ PC = 13+46.17 I / �/ \ ♦ \ \ , -A \ coV
\ / \ / -
/' / \\ \ 1 1 6 \\\ ♦ ♦ \\ `\ /' / / r \ 18" STANDARD / / \ \\ x \\ \ / /' / �\ \\ Qi
v I �. \ Rx S. \ \ / 51 / i — R AND GUTTER (TYP) I — ``�� '' \ ` / -'// \ \ O o
N32
li ��/� \ \\ \ >yI) \ \ �\ / / / / ' M / / \ `� 10' UTILITY / ,' \\ ` \ / \ \ \\ \
N I \ WETLANDS / �1I / ♦` \\ \ / 50 ' � ' ( I �8 , / \ < EASEMENT (TYP)7 /\ \ \ \ I \ \
I /\\ \ \\`\ /// �� / N �`\ / J i �-F� / / // / \ \ \ 24" ROLLED CURB \ ‘ \
3 I i � 117 \ ` A. / - Z \ tER 10,,,,., A L , , I I I /� /_4, 47 �, \ \ / / \ \ AND GUTTER (TYP)---- - _.---\\
1 \ / , \ 3,„ 0 j1ri ,
/t , L. _____ ____j "444) // / ' / 33 \ k \ \ \ \...- ---- _----- .„.- ---\ \ \
\ / -, \
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. 1 / 6, c, , • /--- N \ \F'0 \ ----- \ \ \\ -
/ \ \ \ \ �O / °/. / \ \,. .. 1 2 — 24 B-B TYP. ��� J` \� �SO \ \� / j'- / \ 1 \ \ ` \ V II
�' l I \\ \ / / ��. L=28337. = 3+00 \ V / / \ 1 I 1 \
\ T R 0.0� 1+00 \ '11 \
\
3 I . / / ' ' 24 ROLLED CUR _ 12os6' - 61.43' l / \ \ \ \
o I 118 \ / ,' .' // AND GUTTER (TY ) /\ \ �� s + S89' 47' 210-v o S89' 47' 20V \ ♦ \ V ` \ -.--‘..\r' ( /
0 \ A. A• /5' _ ♦ I V..--
1/ I _- \ PROJECT N0. -
\ \ / , y� d' �' �c / SIDEWALK (TYP) ------ -------- ♦ �! , /- / t — — J ' I 1 - - _- — WDL 07010
` �`\ 11 q \ `� \ �/' I.xo° `° /,/' / `\ A°o� /i / l i l 10' UTILITY ' ' \\ 1 ♦`\ / I �--�'- _—
---\-� \ \ FUENAME: WDL07010-51
E C
o \ \\ \\ \/ / , / '� "?� /// / EASEMENT (TYP I ° l r M •
N I 4 J I T r- — — — — 1 1 I :DESIGNED HY: MAD
o \ \ 5 SIDEWALK (TYP) // / \\\ �\ / / / I I ' • n f I 1 1
`� ` ' / , v /,' + I 1 + is 1 .I�\_10' UTILITY I 1
2 \ `. / ' / / . / / I ' I I 1 EASEMENT (TYP) I ' 35 I I I 0
o+ I �o GoRAPHICS SCASL too DRAWN BY: MAD
U \ `. / i' $�9 5� ',CA\ 144 \\ // / 1 46 / / ► U I `�� �' -_ ` I 1 SCALE: 1" = J0
\ \ i �1 '� / / I MATCHL I ' ---__--M4TC' LiATE_ -1-------: _ — - DATE:
2� \ \/ i/ z ti ' // /\\\\ x� ` / I I xI
oo/ �' /— �_ __ J I I — — ---- _ 1 inch = 50 ft. 06-06-07
\�, ,� �x°° /' \ ` // / 147 E SHEET lS- 3 I a ''� E�E S 'EE = --_ ' I — SHEET NO.
0j I I / /�o ` � � ' ' /w � � � �\ � .� � � iammar/ � m NI niii 6. � 9 •sin ,( 4m ... mm� i-� immi .7-....wmmirs�L , '" .� � S-2
O L - - - - -' �• / -" `„, , `.� / " \ ,' �i I , I""1V I I I � � .i - � �<-k / , t -7 1i
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McADAMS
cl FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION il '
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RP/ R50' I� �� � � � �f� �/,la-��� � 1� � � � � I mmi � me � mIEEL � nurimammumumi � In � �� II \ 11�0 ��� � ��� �L � � � � � �i �i �� � � � � ��J� � � � � �` �_ No um TEI
� �- 1,• 8 / .Till
EASEMENT (TYP) \\ / /� ' I
4. % / \ / , I I /\\\ \ WETLANDS \\ \ // / / \ \ \ / / / 4q I / V
,/ , ' Z
,PA,/ ler, / i / 1 1 1
\\\ \ \ .. „ .-
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/. / . ,
\ ik
\ - 24' B-B TYP. I • to 11 a
....„,9
/, , %I �� / \ ,/� I `\ \ / / 24 ROLLED CUR \ m_�' 120.56' — 3+00 61.43' Nx
Zji/ \ -' ; %/// �► \ \\ \ \ // /i /' / AND GUTTER ( ) I\ -- o-q S89 4T 2 'w ses 47' 20 w ►� W N
\ \ \ \ \,/\// .,
/ / < / -•••••..,
/ / ./........„.
/ /; / \ \\ / / 1. cP / : �' SIDEWALK TYP _�- I I
_\ \ 4 .1.1
\ �' c ' _ ' 150 \ \ 119 \ ` / / / ,. / \ A ( ) _ --------------- -� O H
\) .8 -IN
// „ \
\ - %' ' ' ` \`` \ 5' SIDEWALK (TYP) \ / / ti / ' / ,x�, / / 10' UTILITY
EASEMENT (TYP Ir 74:1�? Ir fl
• M C ._ 1 _ W x O :c4;,....:C
\\ 100 YEAR , / //, \ \ _FLUODPLAIN \ \ ' \ \ \ / / / // ioI n I W• / ,Z
* \ \• • / \ 151 \\ / \\ \� \ / / ,/ �$/ �p // /� \ 144 \\ j / / / 1 Ia I awxw♦ / \ / WETLAND \\ ` `'� / `\ 120 \ / / I °°/ / / \\�t►uutntt\ / \\ \\ �� \ ��\\ \\ ` //'// 'Sx\/ / / \ ` \ s� / 147 Ioo ,• /� /' / 1 ����\\ CARD'''�ii .....,
\ • ,. / illill
PROPOSE\ . \\ /�\ \ \ \ 24' B-B TYP. \ ,/ / //\\,/ / \\\\\P.\: / \ / i1148 I 14q _ / 1 =O,., 9 '
I / / • AMENITY POND \ \ \ 121 \\ / / ,/ 3 \ \ \ / / / ill . �. 2�/�E��YF� _ •
2 j:.AL _
-46
/ \
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\" / � \\ \ \ \\ \ / // / ° '/'/ \ / �' - - - - 1 - - - -I I L- - - -1 1 ('-- ` 1 ';'ql,�✓GI E„`e'�� �`'
\ ft' \ 122 \\\ ,\ ,i '‘C ,\NSZr
-"N z . r z,'' r' \ 142
' \ \ \\\Z \*c *5*-1-0-11-e-FiliE IFEHL-1 •FIE-•-licli-wi iii-Hicim-H-.114i-pik. 1
, / \ ,, .........,_ % \ \ \ ‘ \ •\\ 40,, , ,,, ,, z / , ,\ •
ii
r' \ \ \ \\ \ 1 /' ' , /' \ ` \ / I 1
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�/ // / \ 18" STANDARD 5 SIDEWALK (TYP)
\ /W -• DS \ \ \ \ \ \ \ , ,, /' / '+' '' Z r/' / �\ CUR: AND GUTTER (TYP) I\ 4: \ :: / 1 erj
) )
cl
+ I \• `\\ 12 \ , m: 1 r • --- • ---- • \ \ \ 1 \ \ \\, \1 \ v /'/ / Z
/' \� 141 , ♦\ 31' B-BTYP. \ ��' :I
\ \ \ ,r 5 SIDEWALK (TYP) \ /
100 YEAR + / / °° / / \ \♦ \ \ /
��� ODPLA \` \ 0 24 B-B P, I / / 6x ,/ // / \ \ \ / U
i
i ELEV.= 1 \` 58r 34' 201v \ r ► ' / \ ' ♦ \ w 1
FLO \ \ I //, / 10' UTILITY \ \ \ / / �� \ \ \ \ a
12.06' I / ` EASEMENT TYP \ ` \ / / \� 4 \ k \o \
\ \ - - � //..,_..... , V'/' / \ \ \ 140•
'�\'\ \/ / •' ._
\ WHO
\ \ \ / _ °o /'� / \ \ ` ��IP WETLANDS v' \ \ \ $ti° \ f
4
\ \ \\` \ ��\ / // , tQ _ �� 265, Ra ��. 7,,,,,,...• ^ \ \ LANDS / �\� \\ \� \ Q 1\ '• \ \ \ ,�/ I/ ' ' 44'eSQlj. /�� //' /'' 0, \ `` \ 13 I \\` \ / /' ♦\\ O+� \ \\ \ 11111rx, •..
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\ .\ 24" ROLLED CURB \ 137
\ •• ' IlUZINbrl
AND GUTTER (TYP) \\ S'xy, // / \ `y/\ 1 \ ./ S67 54' S8'E \ / \\ rn
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-- / / / \\ ' .'61 13 G \ \,\i / *C R30' w >
/ / / / •/ ^ry spa /\ \ \.\ \ ♦\\♦ \\ (TYP)
♦
12q / /� // / \ `\ \
\, \ 10' UTILITY / / / ory \ \ \ WETLANDS / ,' \\♦ ♦ O
\ EASEMENT (TYP) / / / //
/ \ \ / \\* \♦\
\ �\ \ / 1 / 24" ROLLED CURB \ \ \ / , \�
/ \ \ \ / / / AND GUTTER (TYP) \ •\
135
( • ....„.. \ / / � ♦\\ *TLANDS
\ / \\ \ �\
\ / ' / \ '' \\♦ \♦ WI
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1-_. 1 i / / /
•
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BOC R35 •
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♦ / PROPOSED O i
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♦ • AMENITY POND
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IT
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WNDS \1./ \
U \ / / ,' / 13 1 PROJECT NO. WDL—07010
3 / j • \ SITE LEGEND FILENAME: WDL07010-�
O _'/ ,/� ♦/// \♦ . .,. . . ; i DESIGNED BY: MAD
o -- — /,/ ♦\\ ` NOTE: ': : :; HANDICAP RAMPS GRAPHIC SCALE ; DRAIN BY:
�-- „MAD '
N // ♦\\ ALL BUILDING FINISH FLOOR
. I I - I I - I I - I I ® I I ■ PHASE UNE 50 0 iim25 50 100 SCALE: 1 = 50
' \\ ELEVATIONS SHALL BE MINIMUM PROPERTY UNE ���
\ \\ • 2' ABOVE FLOODPLAIN ELEVATION DATE: 06-06-07
J v / - - - RIGHT-OF-WAY LINE 1 inch = 50 ft. SHEET NO.
• -- -- LOT UNE
0
1.
3
J EASEMENT UNE
CENTERLINE ilhil� McADAMS
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
0
U
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N
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`__ PC = 13+46.17 1 / ' / / \ \ > \ NOTE:
♦ SITE LEGEND
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1 / \ k o \ ELEVATIONS SHALL BE MINIMUM HC HANDICAP PARKING STALL
/' 18" STANDARD r /// \ \ \ \ — - / \ MATCHLINE �^
/ r R AND GUTTER (TYP) I ' ♦ / 2' ABOVE FLOODPLAIN ELEVATION .: ..:::::...:.::¢:: HANDICAP RAMPS F--1ri , / — \ N / ' / 32 ` ♦, `\ �, \\\ SEE SHEET S-2 1
—� /' \ \ ,// 10' UTILITY •" ` ` ' \ \
/ / GO + / \ / - \ . ri _ ii _ irii _ ir . PHASE LINE V
// J ^ I , M j I 48 / \ >,/ < EASEMENT (TYP)/ -� \ \ \ 13
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o BOC R60.0 i R/w R25.0 / \\ �'— DESIGNED BY: MAD
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I PC = 5+18.77
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I I SCALE: �, = 50'
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0 • \ I - 1 GRAPHIC SCALE DAB' 06-06-07
o i 50 0 25 50 100 SHEET NO.r. \ I I I S-4
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PIM Mc ADAMS
a FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION 411
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