SW7130717_APPROVED PLANS_20160826

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW:l/3d7/ /
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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STORMWATER NOTES:
1. THIS PHASE IS COVERED BY STORMWATER MANAGEMENT
PERMIT #SW7130717, DATED MAY 18, 2016.
2. ROOF DRAINS FROM BLDG.S 3300 & 3400 SHALL BE
DIRECTED TO THE FRONT YARD AREAS WHICH SHALL DRAIN
INTO BASIN #2.
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DATE.
SCALE.
05/20/16
1 "=30'
DESIGNED:
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BPG
SHEET:
4
7
OF
CAD FILE:
451800B1-2A
PROJECT NO:
4518

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STORMWATER NOTES:
1. THIS PHASE IS COVERED BY STORMWATER MANAGEMENT
PERMIT #SW7130717, DATED MAY 18, 2016.
2. ROOF DRAINS FROM BLDG.S 3300 & 3400 SHALL BE
DIRECTED TO THE FRONT YARD AREAS WHICH SHALL DRAIN
INTO BASIN #2.
N� C
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6
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DATE.
SCALE:
05/20/16
1 -30'
DESIGNED:
CNECIQ:P.
BPG
MSB
Da M
APPROv
KFW
BPG
SHEET:
4
7
OF
CAD FILE:
451800B1-2A
PROJECT NO:
4518

DESIGN FLOOD
POOL ELEVATION
DESIGN MID—
LEVEL ELEVATION
TYPICAL
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�UZkz
QD
LuoQ3�3o
� o
SE
E II
�w
Z
RT
0 RT
N
1= 3 co
1--1
Q N
Q =
z
oo N
e
EXIST Z J SLOPE 196 S a
BREAK = J
VARIES 3 W W �✓ EXIST af
TOP OF CAP ELEVATION
AS SHOWN ON PLAN-,,
�n
CUT BACK PAVEMENT AS
REQUIRED; BACKFILL &
COMPACT BEHIND BULKHEAD;
REPLACE PAVEMENT AND CURB
EXISTING PAVEMENT
BACKFILL & COMPACT
MODERATELY TO ELIMINATE SOIL
VOIDS AT STORMWATER BASINS
IMPERMEABLE GEOTEXTILE
BARRIER TO MIN 1'
BELOW BASIN BOTTOM
AT STORM BASIN
PERMEABLE GEOTEXTILE
CLOTH TO MIN 1' BELOW
WETLAND GRADE
5/4 ST SHEETING W/
MIN 4'-0" PENETRATION
BELOW 3.0' MSL
(TYP 2)
PEN WOOD � V
Pg PLANK IDGE �/ �/ �/ ® W
6 X 6 X 5'-6" ST POST /• AS2 6 S V/ � Q /� O
AT EACH RET WALL R DCA < 1•/ D Z
SOLDIER PILE WHEN CAP �/ �/ �/ �/ �/ �I/ �1/ �' 223 SF, �'�• NA RE Q
HT IS GREATER THAN 2'-6" < -0� _j �•� TRL P5 H-
ABOVE LOCAL GRADE ` —•—'
1:3 SIDE SLOPES IMPERMEA 51 SF ® �
1 RET WALL �I/ = O
2 X 12 6X6 T Z U
ST CAP 5' 0 \
W
WALER MAX 3'-0" OC 25 17(TYP)
h 00 \/ 0
ET WALL 10821 SF O O
CAP HTG.
® 5.5 SEE PHASE II —
FILTER CLOTH & I' 4206 SF J
N O F�TH (NORTH) T �.:..� u 'z p
T❑ 2' d50 ROCK -
STABILIZATI❑ B2 Ljj
1L_.LI Q
2020 SF 48 �/ �/ �l/ r j L� p n LJJ �c ` V A
APPROX WETLAND GRADE ,�•�, FILTER CLOTH & 4' THK
t3.0 0 4.0' I' TO 2' d50 CK \L/ �/ �/ +�4 r = xly _ . • ^t L_L_
r BAS1 \ STABILIZATION
1 886 SF; 1' DP ` B1 BS y° '° Z ® L"1'
�1 1:2 SIDE SLOPES \ 53 S 2020 SF ® BAS3 � Y
846 SF; 1' DP
_ _ ® PROP � �j/ 1 1:3 SIDE SLOPES Nam`
OPEN WOOD °J o BOTTOM EL 3.7' 1. RETAINING WALL PILING FACE IS ALIGNED WITH WETLAND
PLANK WALK AY ERMEABLE DELINEA71ON LINE EXCEPT AS SHOWN.
RETAINING WALL SECTION
N.T.S.
6 X 6 ST PILE
MAX OC AS SHOWN
ON PLAN W/ 6'-0"
MIN PENETRATION
BELOW 3.0' MSL
W
/OPEN W 00 D
PLANK DECK
I WE
.O IMP TMP
2.
STABILIZE DISTURBED SOIL WITHIN 15 WORKING DAYS OF CESSATION
6X6 ST 5' OC
OF LAND -DISTURBING ACTMTY WITH 3 POUNDS OF FESCLE PER 1000
REF WALL
SQUARE FEET HYDROSEEDED WITH FIBER MULCH, RAKED INTO SOIL,
CAP HT 5.5'
OR CRIMPED WITH STRAW AT 100 POUNDS PER 10DO SQWIRE FEET,
AND 25 POUNDS OF 10-10.10 FERTILIZER PER 1,000SOUAIE FEET
APPLIED AT THE TIME OF SEEDING AND AFTER 6 MONTH&
3.
RESTORE WETLANDS WHERE IMPACTED OUTSIDE BULKHEAD SHEETING
BY REMOVING ENCROACHING FILL TO THE ORIGINAL WETLAND
BOTTOM CONTOUR
p w T
Y Lr/\l�\�J�
PLAN
4.&
5.
REMOVE TREES A REO'D TO INSTALL RETAINING ANDSWALL&
STABILIZE VEGETATED SLOPES ADJACENT TOWETi.AND3ANDSLOPES
A
rtECEMNG STORMWATER RUNOFF W SOD & 25 POUNDS )IF 10-10.10
1, — 20,
FERTILIZER PER 1000 SF OR EXCELSIOR MATTING & 9 POINDS OBX
SEED MIX & 25 POUNDS OF 10-10.10 FERTILIZER PER 1000SF.
6.
BASIN BOTTOM ELEVATIONS SHALL NOT BE LOWER THAN4.26'.
7.
UNLESS NOTED OTHERWISE, SWALES SHALL BE 3' WIDE, 1:3 SIDE
L1zr
(1 I 1 1
DESIGNED 1 DRAWN
R.D.C. M.A.K.
SCALE
1 "=20'
DATE
319194
CHECKED
G
CURRENT
REVISION: 2
SHEET NO.
C- 123
OF SHEETS
PROFECT NO.
93056

DI#1
18'0 BASIN, STD GRATE
RIM 6.08'
12'0 PIPE INV 3.97' CALCULATED
BASIN INV AS PROVIDED
PURCHASE SPEC, 18'0 BASIN, POINT
12'0 N-12, PIPE INV 54', ' Iv
BASIN INV 60', DISSIMILAR 0 3.E
ADAPTER TO 12'0 CORR STL co N I1`,
NOTE. WIRE BRUSH 6 COLD CULVERT, 9 A� / - CUT & PATCH PAVEMENT
3 GALVANIZE WELD SCARS CUT RIM AS REO'D IN FIELD N
w aw / r ON GALV STL _ - -�_— --- -- -
Ni / 4 COAL TAR EPO%IEDGALV OR
STL OR DI#1 SPECIFICATION --- - - - - - - - - - - - - - -------- - - - - - - - - - - - --
u4o N n o ALU CHECKER PLATE -
/ ! 8 DI#
0
L_
in
RET WALL
A4
9/16' CHAMFER 0 6''- / P HT 6.75'
0
HOLE FOR 3/8' / / 8,\ \
SOCKET HEAD \
3' VER
X F-3'
L 12.5'
CAP SCREW B"
(TYP 7)
HOR IN
DGGLEG
#4
br
1.5'
REBAR
TYP 7(TYP
3 c
IDES)
1'O HOLE (DDO
3,
P�D�P HANDRAIL NOTE (1) 8X8 OR
-
av
(TYP z4)
DOUBLE 6X6 ST PILE 6kB S
9-
W/
DOUBLE WALER AT
8'-6"' SPAN
CURB/S-WALK PLAN
CHK PLATE PLAN
N.T.S.
N.T.S.
Q) �P
DI#1
DETAIL
SET END
&
CORNER
PILES
BY
SURVEY
GR E SMO LY
UP RO
G ADE S OOTH
UP ROM
R
5/8' % 3-1/2' GALV CARRIAGE
TLAN JURI
ICTIO LINE
WETLA JURI CTION
L E �,
ANGLES WELDED
CARRIAGE BOLTED
BOLT W/ NUT 6 WSHR (TYP 4)
2' FR BAC
F CUR
3/8' X 4' GC
5/8' GALV CPLG 3/8' SOCKET -HEAD CAP
(TYP 4) 4 3/8' X 1.5' DROP -IN
FACE OF
/—SCREW
6.08' 6A8,
ANCHOR GALV OR SS
(TYP 7)
CURB
%
ASPHALT
1.4
b.. d
>
5/8' X 8' GALV ALL- 6.25'
<z
THD IN EPO%Yl TOP OF
9•
1810
ROD 3.25' BELOW BTM
O
OF CHK PLATE
4
(TYP 4)
12'0 N-12
3.97'
¢
LOCATE AS
SHOWN ON PLAN
t3.47'
CLOSED CELL
FOAM
I '
1/2' THK
a
,pnc
VERT X 1
CLOSED -CELL
.4
opa.
DOGLEG
INCL i:12.5' DDOG
IN
FOAM
#4 REBAR (CUT LENGTH
#4 REBAR HOOP
2'0 SLH t4 0') TYP A
(TYP 4)
40 PVC
DI#1 ARRANGEMENT
N.T.S.
SECTION A -A
N.T.S.
TRIBUTARY
AREA
S- ILT
PROPOSED
COMMENTS
TRIB A 0
CON
LANDS
SF
TRIB AREA TO
ISOLATED
WETLANDS
SF
TRIB AREA TO
CONNECTED
WETLANDS
TRIB AREA TO
ISOLATED
WETLANDS
SF*
TRIB AREA TO
INFlLT BASINS
& SWALES
SF
BASIN SWALE
BASIN/SWALE
SURFACE AREA
*
BASIN/SWALE
STG VOLUME
CF***
2%
DISCHARGE TO
BASIN/SWALE
F
PARKING S
EWALK:
PS
186
186
_
301
_>
7
7
210
210
INCL—BAS6
P9
17
1742
INCL BAS6
P10
231
231
BAS7
318
39****
P11
41
4134->6157
BASS
754
628
28
628
691+147+191 = 1029 CF AT 2 RAINFALL
P12
5143
5143=>1587
BAS9
3617
3014
2635
857+1522+158+36+62 CF BAS CAP AT V DP
P SW73
131
9131
INCL BAS9
P14
929
929
BAS12
189
158
155
155 CF
P15
54
54
_
BUILDING
8171
6
276
B172
84
INCL
BAS6
B173
46
466
INCL
BAS6
B174
97
B175
352
352
INCL BAS6
8176
151
151
8177
392
392
INCL BAS6
B178
309
309
INCL BAS6
8161
880
880
INCL BAS8
B162
1143
1143
INCL BAS8
B163
950
950
INCL BAS9
8164
3
163
6165
114
1141
BAS 1-0 -
OF SLOPES
7
13
213
INCL BAS9
_
B155
373
INCL BAS9
B156
SUBTOTAL
SUBTOTAL
TOTAL
lXv5l1
32511
*DISCHARGE TO ISO WETLANDS IS CALCULATED UNDER BASINS/SWALES
**BASIN/SWALE AREA AT MID -LEVEL DEPTH
***NET VOLUME AFTER SUBTRACTING INCIDENT RAINFALL; NO CREDIT TAKEN FOR STORMWATER INFILTRA110N DURING RAINFALL EVENT
****CALCULATED FOR 1.22" RAINFALL; EXCESS 400 CF RUNOFF AT 2" RAINFALL BYPASSES TO BAS6 W/ 146 CF EXCESS CAPACITY. TOTAL CAPACITY AT BOTH BASINS IS 1.8" RAINFALL.
MIN
NOTES: 3 ;
TM I ___ `_P)i -IIII-11
1. RETAINING WALL PILING FACE IS ALIGNED WITH WETLAND I'(MI
4' DELINEATION LINE EXCEPT AS SHOWN. 1=IIIII-IIIII—(IIII—IIIII-III III
2. STABIUZE DISTURBED SOIL WITHIN 15 WORKING DAYS OF
N ¢ a CESSATION OF LAND -DISTURBING ACTIVITY WITH 3 POUNDS
00 00 ^ w 0000° OF FESCUE PER 1000 SQUARE FEET HYDROSEEDED WITH
2X d50 :1 oll FIBER MULCH, RAKED INTO SOIL, OR CRIMPED WITH EXIST
0°°0000°°0°0°00000° �E TURN DOWN STRAW AT 100 POUNDS PER 1000 SQUARE FEET, AND GUARDRAIL TYPICAL
° °o°2S°0000 qf� GEOTEXTILE 25 POUNDS OF 10-10-10 FERTILIZER PER 1,000 SQUARE
°0° GE°�111� 6" MIN FEETHSPPLIED AT THE TIME OF SEEDING AND AFTER 6 DRIPLINE SWALE SECTION
MON
3. RESTORE WETLANDS WHERE IMPACTED OUTSIDE BULKHEAD N.T.S.
SHEETING BY REMOVING ENCROACHING FILL TO THE
4' ORIGINAL WETLAND BOTTOM CONTOUR.
TYPICAL SECTION 4. REMOVE TREES AS REQ'D TO INSTALL RETAINING WALLS.
000 0 0 5. STABILIZE VEGETATED SLOPES ADJACENT TO WETLANDS AND 6 \
SWALE CHECK DAM °000 2 0°°° SLOPES RECEIVING STCRMWATER RUNOFF W/ SOD & 25
0 0 �� o 0
°000 0°°° �/ POUNDS OF 10-10-10 FERTILIZER PER 1000 SF OR
TURN DOWN 0 0 0 0
N.T.S. GEOTEXTILE ° 00 o°°° �5�� EXCELSIOR MATTING & 9 POUNDS OBX SEED MIX & 25
6" MIN 2X d50 °0°0 00 l0 �1e1 POUNDS OF 10-10-10 FERTILIZER PER 1000 SF.
6. BASIN BOTTOM ELEVATIONS SHALL NOT BE LOWER THAN
4.25' UNLESS NOTED OTHERWISE. �/ EXIST
7. UNLESS NOTED OTHERWISE, SWALES SHALL BE 3' WIDE, 1:3 o SLOPES.
BREAK
SIDE SLOPES, AND 2% FALL, AND SHALL BE VEGETATIVELY JFig
DESIGN FLOOD TYPICAL SECTION STABILIZED AS NOTED ABOVE. P11 P1 EXIST
POOL ELEVATION ® 6 5143 F BREAK 4212 SF SLOPE
RIP -RAP SWALE LINER
DESIGN MID- N.T.S. CONCRETE
o LEVEL ELEVATION
7.0,
GEOTEXTILE
3 Z
G (TYP AT 1 As GO�GF�
a SEE DI#I, APRO 12"0 GALV OR ALUMI ZED- 3.85'
z P1 ^
TYPICAL SECTION Z a BAS7 8162 CURB D ILS STEEL CULVERT NV
ILi �/ 318 SF; s B16
RET WALL BASIN 7:3 S �" 1143 SF 950 SF 3" d50
w RET WALL SHEETING .7
z j AND HANDRAIL ONLY,0 G8S RIP -RAP o
N.T.S. 5 AGAINST \rCRETE 1 6� 6k6 K 6.5 BAS9 �/
ri WALKWAY l'IJ❑ PILES 5.6 RET WALL ' ST /� 3617 SF; 1' DP
3 's' 1:2 MIN, 1:5 MAX
VARIES DR WALERS) �' CAP HT 6.75' OC
I , CG SIDE SLOPES
W 5.5 <a2 DOUBLE 6X6 S ICE
BAS8 , B164 3 SF W NOTE (1) 8 OR '1'e
ERM B161 W/ DOUBLE WALER T
5.3 " 754 SF; 1' DP 880 8.5' SPAN
6 X 6 X 5'-6" ST POST RET WALL �,•� _ SLOPES �
AT EACH RET WALL g P AP HT 6.0' B165 SET END & CORNER
TOP OF CAP ELEVATION SOLDIER PILE WHEN CAP 2 1742 SF +6 GG BERNt'�"�..` �� 1141 SF PILES BY SURVEY
AS SHOWN ON PL4 HT IS GREATER THAN 2'-6" g 5 g1Q1 �• ' I ' ` I ' ` I '
i° ABOVE LOCAL GRADE g B/ �/ �/ •�'� �y �y W
? p 7' SET END &CORNER n rn
PILES BY SURVEY'• �•
CUT BACK PAVEMENT AS \
REQUIRED; BACKFILL & 211 & RIPPEDN FILTER CLOTH
COMPACT BEHIND BULKHEAD; x6 ST CAP 4 X 6 TO 2' d ROCK
REPLACE PAVEMENT AND CURB WALER MAX 3'-0" OC STABILIZ ON AS
ERM \
EXISTING PAVEMENT (TYP) REO'D
BACKFILL & COMPACT
MODERATELY TO ELIMINATE SOIL REMO
VOIDS AT STORMWATER BASINS AS REO' 5.4
IMPERMEABLE GEOTEXTILE
BARRIER TO MIN 1 BAS6 (TYP) 9131 SI
12'
BELOW BASIN BOTTON SW 131
AT STORM BASIN SF; 1' DP (TYP) 301 SF
6X6 S 1:2 SIDE SLOPES
PERMEABLE GEOTEXTILE t5'6" 0 BOTTOM EL 3.7'
CLOTH TO MIN 1' BELOW F/)+ SF;;
P
APPROX WETLAND GRADE MEye LEGEND B1 3
� � 13 31 iL
WETLAND GRADE t3.0 0 4.0' B152 Ce R� S B154 SIDE P
6X6 p F ` I ' 1175 SF 592 SF
5'0" OC 11
� "401 /404" WETLANDS
RET WALL SW3
CAP HT 5.5 L210 SF
B173 9 B 55
174 SURFACE RUNOFF /
8„0 /
SMOOTH BORE 466 SF 7 /
POLY C VERT BUILDING STAIR /
817 8151
1-1/2" T&G ST SHEETING W/ \/ \1/ 17 3 2 F T ® 754 SF
MIN 4'-0" PENETRATION SF (jyp OPEN DECK B156
BELOW 3.0' MSL PILE `' ' 863 SF
MAX OC AS SHOWN \1/ \1/ 71 176 r% ELEVATION CONTOUR �V
ON PLAN W/ 6'-0" 7, 6 SF 5
MIN PENETRATION 10
BELOW 3.0' MSL TY B178 B 7 i.•� 0\61 BLDG TRIB AREA 160 DP t
�V 392 F �/ 1:3 SID PHAS
FILTER CLOTH & 1' 09 SF
TO 2' d50 ROCK Q$P PVMT TRIB AREA O
BILIZATIDN
(TYP) �V
RETAINING WALL SECTION PLAN
N.T.S.
1" = 20'
'AUFuu=�
,rain. urp,, W 1-
CARP/'', ,� z
H-
O
L w
28
- U W
CP�o•
nn„nrr � o
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w
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SF;
DP
SIDE
PES
EL
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o
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W
BREAK
W
® Q
J
e
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U
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LLJ
H
Of
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Y
M
DESIGNED
DRAWN
R.D.C.
M.A.K.
SCALE
1 ,)_20'
I ,
W
DATE
3/9/94
CHECKED
�y
W
CURRENT
REVISION: 6
SHEET NO
Rom; E
C- 122
OF SHEETS
/ 9Y PROFECT NO.
93056

3' VERT X 3' HOR
INCL 12.5" DOGLEG NOTE: WIRE BRUSH & COLD
n #4 RESAR GALVANIZE WELD SCARS ON
GALSTL
a wo (TYP 7) 34- X 50" X 3/8" GALV OR
m COAL -TAR EPDXIED STL OR
ALU CHECKER PLATE
i�
12" '4 9/16' CHAMFER 0
HOLE FOR 3/8"
OCKET HEAD CAP
SCREW
(TYP 7)
1.5"
I
W
z
1= O
W
Z�
Op
U D_
�Y
=U
W OJ
U DO
n
(TYP 3
Ili
2'-6"
HOLE
(DOEXISTING
3"
SIDES)
OVERFLOW
NOT OVERSIZE)
N
¢
O
1--
STRUCTURE
(TYP 4)
¢
¢
Z
m
RESTORE
37 LIN. FT. 3' WIDE CURB/S-WALK PLAN CHI PLATE PLAN " O_ m 0,
VEGETATED SWAL
E.
D I# 2 DETAIL
W W W \ W W N.T.S. N.T.S. 0 Q O
to N 3 2 m >
1.5 X 3/8" X Y-3" 5/8" X 3-1/2" GALV CARRIAGE z m c� D) N W of
P7 ANGLE; WELDED OR O h ¢¢
P14 BAS6 CARRIAGE BOLTED BOLT W/ NUT & WSHR (TYP 4) ¢ N OO WO
O 68 SF P15 50 SF 9888 SF / 3 8 SOCKET -HEAD CAP SCREW N c m co I-
1 3 e" X 4' OC (TYP ) CPLG & 3/8" X 1.5" DROP -IN . W N¢ W 5
SLOPE FACE OF ANCHOR GALV OR SS W 2 > g W
2040 F 1:2-1:6 SIDE / N
0.42' DEEP cuae _ 6.0B' TYP 7
BAS2A 6.08' Q J
1084 SF i" to 2' d50 ROCK 1 RIM v l . ( ) N o U , 2 J 3
1E SLOI STABILI N ASPHALT ;n
OI 42'SDEEP 72 BAS4 WEIL 3 R55T 5/8' X 8" GALV ALL- .o<.Ac W M ¢ 3 CL a.
PAVEMENTOc
6.25 1 4'1 W Z v'S 2 1- L.
a_ ¢
1 10611 SF 50' LONG VE ATED `V THD IN EPDXY; TOP OF 18*0 •• N p 3 W c W
ROD 3.25" BELOW BTM
�/ ° HASE
1:2-1:6 SIDE �/ �/ DE X 1' 9F CHK PLATE 1/2" THK Q~WNW
SLOPE CHECK DAM, 2 0 DEEP; 0.011 FT/FT PARKWAY (NP 4) .1 CLOSED -CELL '= w _ a w
6272 8' 0.42' DEEP RIP -RAP W/ FILTE CURB N-12
1" TO 2" d50 y, 8273 SLOPE 10'o INV FOAM 2 p O In � Ir O: O
28 \ CLOTH UNDER ^i
ROCK yyg 433 SF 1 ` I ' _
STABILIZATION ° ORTH-CENT
6261 �/ �/ �/ \t/ 6" THK, 3" d50 W 1/2" THK ' p <
1 3630 SF RIP-RAPW/ FILTER CLOSED -CELL ENV [ a \ \ c \
1 SWALE INV \ R & R OR OVERLA �. ?o a- we tlz.5� DOGLEG A o O M
CLOTH UNDERFOAM
EL 3.25' \ 3.8' 4.0' ^ 5" HIGH SIDEWALK \/ (TYP 4) 4o PVC 14 R66AR (CUT LENGTH ` i , p ^ o
1 1 (j4 REBAR HOOP 2'0 SCH 35'-6'; TYP 7) V
276 11 EXISTING 2 6 1 0 �QA�Q- INV INV 8x8x7' PAINT D z N "� v 'O
6274 �Q J�O ° ,�O BOLLARD (4P)
I A52 S I j ay SECTION A -A
LLJ
��BB ` 1 SW a00 ,�•t` , ! , R+36 POI y ° t56 L 10"0 SW7 N.T.S. `� O O
'�407SFODU 497 `L GAO \V °6 °°° SMOOTH g INV 201 SF N = z O
ROCK 4��� RADIUS PO O 4.74 O ~
° 1" d50 2• N�� W V/ +47' `� �� W �/ C� LUG
C
PVy� ° B 2 22.5' O 0 �QO ROCK a 'lr� GP Q� 21 SF EL N Lu `L ate. O d
�1 m BAS2 SLIT-R L N INV �Pv , N 15.0' = O_ O
A 379 SF DISSIMILAR 3.6T h t P SW i !- Gi a
� 1.2 SIDE 3'S' F LACE ADAPTER ry0 •� °°° W EL� g� " �O lam. O W Lz � j p W U
/ �61SLOPE P3 P/SW7 INV 3.7' + � c„ �17' 0 6 EXIST STORM LL Q O " DO V_
423 SF 1 g gP .0 O� OQ STABILIZED g' �4 �5 INSTALL STABI IZED SL PE CU DN 766 6. SWALE PH II Q ti. U z coil O
P/SW 'I..t/O '� SOIL BERM IN LIEU 2
V
x6
RE
PICKET
HANDRAI
SEE
INSET°
1,A1, i
DWG CUT LINE
I �
J�
1" to 2" d50
STA ILI
6 PVMT L 5 OUTH 1- Q - -t _I Z
OC DEEP, 7518 F J SW6 00QG�JF> O S� �E,RR;. T NDR L 9 1 ,. ROUT '�NF4 L§F •.•. v .\ _ U j z Lu 3 O
5 OF PARKWAY URB F OM DI PRON M LES;
' � 17 SF � 200aW
6' FIELDUSE A " INV ' \ O W W 1= LWi O MSL 6.5'
s INSTALL Of LIZED SOIL CURB
IN P8 __
t" to 2" d ROCK DO LIEU OF ARKWAY CURB m. s 710 SF / 119 SF B 173 SF &495; � CL W Q pj
6 _ / / SW77 � 4.73' '�
�J S ,S S 5`OP 916 SF; \
'1 J STABILIZ ION + �' ,,J� B ! 318 L$F O P4 STABILI G• 0 �J �, 1_"N � 24"x30" PAN 6" THK, '� h` � 1:2-7:3 SIDE
��ggg gg Ay y P9A SLOPE; U � O c¢ 3 d 0 64' INSTALL STABILIZED SOIL BE RM9N SF WIT OD s ,`yJ '„ u! r, `� �/ CONCRETE W/ 6" THK, 5" HIGH 18"0 DI#3 _'y=
O1 N w MOUND O LIEU OF PARKWAY CURB SEED 5. 6.05' 8 5 4 ���P��O•••"�A' '\' 1037 SF DUMPSTER PA MONO CURB W 2 5 ` 1.0' DEEP
UP TO T /
/ # RIM 6.0', DROP -IN GRATE,
t6" ABV .5 5'0 ,� ALL -A RMV C C & \ /
P/SW1 fnM LOCAL _...____-_"____ _- � � �_�O �- _ _ "INSTALL STABILIZED 10 E INV 4.83'
5708 SF GRADE p yy° 6y °'°• - PKNlY�_� -- SOIL BERM IN LIEU BASIN IN 3. REPLACE /
qF ILL r 18" DROP INLET DI#2 COVER CURB E 6LlSU E W/ ELEVATED
O O X6 4 5 OF PARKWAY CURB RIM 6.25' �/ �/
O OC \VES PILES t5' OC i3 5 6k6 6 p\LE EXP ANCHORED 3/8"x29x34 DECK AS REQ'D� p O
0F0 0$ O iti 5' OG (LAYS) '0' F\\_EOG O 5' p ��fS 6i 6X OG 10"0 PIPE INV 4.14' ALU CHECKER PLATE OVER: µ N
5 WETLAND �5' C 5' GP BASIN INV 3.27'; PURCHASE NYLOPLAST 18"0,
ELINEATION LINE 6" STL PIPE �A1,\- w Z ti n O
�i R Bx8 ST G PHT Flo PURCHASE NYLOPE IN 184". 10"0 N-12, PIPE INV 54 Z N `7'
INV QO�`' (LAP) BOLLARD AP CPg67' 2'0' p T5� ''• 10"0 N-12, PIPE INV 54", BASIN INV 60"; �V W d V N
p FH A
5.0' LLJ O (TYP 2) 6.33' 18"0 DROP INLET DI-#1 8xBx10' ST PILE o+ BASIN INV 60", CUT RIM IN FIELD
_ (g) PILE`S t 4 _7" OGNP N3 , (TYP 2) CUT RIM IN FIELD; w W Z O
' I ' ' I ' 4"z6"x4' ST RIM 5.30' STD GRATE a I"1
w o W �/ �/ �I/ W �/ \I/ FLASH BOARD; PIPE INV 3.80' SEE DI#2 DETAIL ` I , ` I , W Y
BOTTOM EL 5.25' DI INV 3.30' v� v� 3 c0
~ o. N (TYP 2) W/ LAGGED OFFSET 3" CLEAR FROM r \, j� = N
/ U `.I/ �/ �/ �/ �/ J/ CHECKER PLATE `j/ PURCHASE NYLOPLAST �/ �/ �/ �/ �/ �./ t X VS T I tl �� �/ 'Z q0
3/8"x33"x33" ALU RET WALL:1.
888"""��� 111 !!! !!!""""' lJ' N
OVER 18 0, STD GRATE, 12 0 N
N-12 PIPE, DISSIMILAR
ADAPTER TO
CORRUGATED STEEL,
PIPE INVERT 54",
INV BASIN INVERT 60",
/6.0' CUT RIM IN FIELD Z
o
z
wz
J w
5B283 :5 (y'1
415 SF VARIES 3 `J
w
POOL ELEVATION \3 f Q
` o o N o 00 0 MIN Z
8 W �DE o o°o°0 �p 0 0 0 0°0 3 2 ,Q T ('�/ J
0 S 2X d50 o0"dV.e°pp°opo° \�- TURN DOWN - _ = MIN /\ \I �+--- a Oe
_ �JL11 V BARRICADE HANDRAIL
6z6x5'-6" ST POST W Z U
Oe
IMPERMEABLE °o°o°o° 'tE GEOTEXTILE ' � TOP OF CAP ELEVATION AT EACH RET WALL
GEOTEXTILE °°° GEGP� 6" MIN _ 1=IIIII=IIIII=IIIII-IIIII-III IIIIT 31 T1 w
1 " = 20' AS SHOWN ON PLA SOLDIER PILE WHEN CAP U U =
TYPICAL TYPICAL n A GREATER THAN 2'-6" I �
TYPICAL ABOVE LOCAL GRADE I F O
RET WALL BASIN SWALE CHECK DAM DRIPLINE SWALE SECTION w Z
N.T.S. N.T.S. CUT BACK PAVEMENT AS O
N.T.s. REQUIRED; BACKFILL & STX12 CAP Z
COMPACT BEHIND BULKHEAD; 4 X 6 WALER �S
�V REPLACE PAVEMENT AND CURB MAX 3'-0" OC
L y cy }
4 EXISTING PAVEMENT (TYP)
�'vT F Z
00000 �^ 000000 ® O 0
O
TURN DOWN °00000 0000°°LE
GEOTEXTILE oo00000 0 OtF
G lT
PYPICAL
SWALE LINER
N.T.S.
CUT LINE
INSET "A17
TRIBUTARY
AREA
S- ILT
PROPOSED
COMMENTS
TRIG 0
CON
LANDS
SF
"RIB AREA TO
ISOLATED
WETLANDS
SF
TRIB AREA TO
CONNECTED
WETLANDS
SF
TRIB AREA TO
ISOLATED
WETLANDS
SF*
TRIB AREA TO
INFILT BASINS
& SWALES
SF
BASIN SWALE
BASIN/SWALE
SURFACE AREA
SF**
BASIN/SWALE
STG VOLUME
CF***
2X
DISCHARGE TO
BASIN/SWALE
ARKING S
DEWALK:
P SW7-.-........._5708
5708
S1
1367
11.39
1137
951+117±6_9,_____
-_.-
A
P SW2A
_
1518
BAS2
379
373
370
253+31+71+15
A 41
106
88
_
71
P4
59
5995
BAS4
10611
2652
617!
71!+999+83+3+137+118+261+34 +605
-5W5
--SW6
--_- 97
----
---- 497
EAS.4_
Ile
7
17
INCL BAS4
W7
_
819
8.1INCL
BAS4
p
70
7
A
-
9
.-_...P9A
.._
-.-
--..__._......_......_.-
1037
S _BAS
SL-
PIO
112
INCL BASS
1904
1904
INQ RAS_
DELETED
SW13
_
201
201
BAS 6
9888
4120
154
34+84+36
P14
156
1568
INCL BAS4
___
P15
204
-___
20
INCL BAS4
P16
_
-__ _
��502
_
_
502 02 -
_
INCL BASIS
SW17
773
173
INCL BAS5
BUILDING
OFS:
8287
699
699
_
INCL BASt
B282
106
106
6283
415
415
INCL BAST
84
360
360
B271
276
276
BAS2A
1084
271
165
46+47+72
B272
280
280
_
__
INCL BAS2A
8273
433
433
INCL BAS2A
8274
4
452
INCL A
B275.-__
- 0 ..
_-..-__.._.
140
_
_ .
DELETED
B261
30
3fi30
A 4
_
776
INCL
BASS
-B
21
218
INCL
BA
B253
457
-
45
-
WCC�A35-
SUBTOTAL
Z5.4
824
13499!
1736g!
TOTAL
7783
31791
*DISCHARGE TO ISO WETLAND' IS CALCULATED UNDER BASINS/SWALES
**BASIN/SWALE AREA AT MID -LEVEL DEPTH
•**NET VOLUME AFTER SUBTRACTING INCIDENT RAINFALL; NO CREDIT TAKEN FOR STORMWATER INFILTRATION DURING RAINFALL EVENT
I REVISED BY DWG REVISION 04
JACKFILL & COMPACT
Z C)
MODERATELY TO ELIMINATE SOIL
��
VOIDS AT STORMWATER BASINS
= Ld
PLAN KEY IMPERMEABLE GEOTEXTILE
1_- C J
�
BARRIER TO MIN 2'
1�
BELOW BASIN BOTTOM
�/
Q
a:OO
AT STORM BASIN
d
EXIST SPOT EL. NAVD 88
4 PERMEABLE GEOTEXTILE
_
�-
TOPO CONTOUR NAVD 88
CLOTH TO MIN 1' BELOW
APPROX WETLAND GRADE
Y 3
WETLAND GRADE
±3.0 TO 4.0'
I Q
PROP FEATURE EL. NAVD 88
_
®
WETLAND
_N
0°
F-
Y
o
TREE
�
NOTES:
5/4 X 8'
l_nl__
ST SHEETING
1.
RETAINING WALL PILING FACE IS ALIGNED WITH WETLANF
(TYP 2)
DELINEATION LINE EXCEPT AS SHOWN.
8 X 8 X 10' ST PILE
DESIGNED
DRAWN
2.
STABILIZE DISTURBED SOIL WITHIN 15 WORKING DAYS OF
MAX OC AS SHOWN
R.D.C.
R.D.C.
CESSATION OF LAND -DISTURBING ACTIVITY WITH 3 POUNDS
ON PLAN W/ 6'-0"
OF FESCUE PER 1000 SQUARE FEET HYDROSEEDED WITH
MIN PENETRATION
SCALE
FIBER MULCH, RAKED INTO SOIL, OR CRIMPED WITH
BELOW 3.0' MSL
STRAW AT 100 POUNDS PER 1000 SQUARE FEET, AND
NOTE: 6X6 ST PILES
f " = 20'
25 POUNDS OF 10-10-10 FERTILIZER PER 1,000 SQUAFE
MAY BE SUBSTITUTED
FEET APPLIED AT THE TIME OF SEEDING AND AFTER f
(EXCEPT AT "A")
DATE
MONTHS.
AT MAX 5'-0" OC
05/29/09
3.
RESTORE WETLANDS WHERE IMPACTED OUTSIDE BULKHEAD
SHEETING BY REMOVING ENCROACHING FILL TO THE
CHECKED
ORIGINAL WETLAND BOTTOM CONTOUR.
o
4.
REMOVE TREES AS REQ'D TO INSTALL RETAINING WALLS.
CURRENT
5.
STABILIZE VEGETATED SLOPES ADJACENT TO WETLANDS AND
REVISION: 5
RUNOFF W SOD
SLOPESRECEIVINGRECFIVI10-10-110
RETAINING WALL
SECTI(
POO FERTILIZER PER 1000SF& OR
SHEET NO.
EXCELSIOR MATTING & 9 POUNDS OBX SEED MIX & 'S
N.T.S.
6.
POUNDS OF 10-10-10 FERTILIZER PER 1000 SF.
BASIN BOTTOM ELEVATIONS SHALL NOT BE LOWER THAN
,
C 321
4.25' EXCEPT AS NOTED.
r`
OF SHEETS
t ,,. 's i 1V.,,.�A *^2
L
PROFECT NO.
M1T A i
97020
i
',1 ''
+.�{�
it
'•.
,,i
11
(�;
�.!
, .�
..

r;y
•
to -• ....,,..,••-
t4 l4 8' B 12Io ID I+5BS4'04'E 2.72 -
Io to 1? 1 _
All
p to l 2 — , _ _ ----- - --}--------
%
-Ito R $
iz
_ -- — — — _ R
EASEMEAi A� \ — — \ _ I4 � u M 2
\\ Pu \ VEkHEAL � `� \\ — / / e
I1�� — -- .r '+ +•e1,, ^ �►-• i — _ -4- _ = _ ^ .—. -� I— — FUT JRE WASTEWATER DISPOSAL AREA — — — _ •� / I — _ \ y t 1A _ \ `1 )P�WERLINEC / a y N
J46
RA ----�---/-N-f2-----y-----�'---�-NIN il+4Z
Z owl" If ­
i�""�----------�------------------------------------- --------M--------- ------ c,
----- -----5ro�:
1--_--�-- ti
—_ -----+r i.IN�JS A
I• ----'/- --------------
7_ `
\ .
o
\ \ \ \ ' ' � / I -- _` �• -: ,w / -- .... --• • �• �-�`J� �..�-' / L r � J '� � � � -{ �/� �` � � •..-IO..i• � � �C�.p'I - A'�•� 'T 1 I � � � � �-• "ti \ �r � � � b � Pl'
A(.TIVE1k REPAIR) �� �• �- -'
DRAI IELL-� �L / / ~
\ i
^ li N F ah !
D14
\/.2'70' _ (
f \ DflOP /RICET oG. f.4, .. / - '�'..y ,,.�-i'"' \ .•,� ,- i56.P5 \—
/ / l9cc-Z Tc /cC-J, Ds/�Ye7Pr#.�' _ - - -� -- / -.�� \\ �� I \;•kl \I / / - `1.63
\ _�L.Y�P?__ i^/�IKVEP(-� -_.. _ __ ___ e"' _____. f__ -_ _..___ .. �� d�L p�. _ ��! ._ ` f� r- / N61'2G'15"E Z O
/O ? \ • " 'c— -- _ r2"d D.F /,v✓abtf" 9.i'g.�a�\ I ` `•L/ i I \ \ ` — \ \ / / ( \ 1 / V) O {La-1 W F-
t' • \ — _� i2•Y/1E✓Gfil^*,; �•✓ / 1 F �F 399. 1 I- W
., ' 1 a`'1 '/' \------��------------- --- //• ----- <\-/S'ti�Avva-er s'---�'"�- 1 �_ 2��'M' E� / \ "l-j0
a.
1 Of
6 I -�� i
Wt1ii—�—��j/gyp
/ I I
--�-"" � w d a a w vi
/ 1, �Wo �3
/NFILTYZATlo \ \ �t4. \ \ / \ � I— (1 > Li- UJ
ra.r�rrrrr�•••e, / i - f `�• --• _• •+1 /. / / - \ \ \\ • 0 Dr \ / ' \\ '` "QO \ ` \ /Nl/EX - \ _
\_/ y —_ \ \ rye' \ 0-
6 a- LD
If
•.�, i' `�(� \ , ` I �f •O %/ Ex STING LAKE O -1 = w J Ld
— — 1 omaa30
Or iepis �. 1
O• 0/ Z. N( "� .00'� �'�•za, y j f� \ \ \ i� — / _ t5.
�•'• I g t
t '
in
\ _ _ I I i -� ) \ \ / \ 1� to r Of OI O
`�y¢'�.`\ �� / •' Ii \ ( ` �_`�_� --� 1 }pp \ �ti 1�
/2= —""`� J l�W ` \ \ r \ /'T \ �\\1 // — \�\ ♦ 0 ' / \ sEr ncrarc ` \ �`� / / G6MPLEx \\ `-(( W Z a Z N
\ -�y� �/,� ���\ �\ . nrrsawr \ -- \1� / ` 1 / \ \ t4 LL- W ! X a
__LLJ
�( _z m 3
e `__ I l '\\\ \ 1 _ I ` ✓_ , , \\,1.\\` 1 �\ti �\J INN
\ \' 10 / < N
/ice\ j-i1- \ \ \ \ \ �� \ \ \ \ I \ \ �/ adib. \ / 4 i �\ Ili. 4 tI
' _ --_ / _ ` 2.4 -, - �_ - 8 \ \ \ \'� t ` ° WETLANDS \`. ;/ .i .. v Z (L >• Qf
. r
11 _00
I \ /_. ' / / / t \\ � 1` \ / / ' \ \ ` \ \♦,x\ .. - -• '' 4->`Fw �1 I / 37115(Z\��` I � \ �� , � � ,_ _......_
_\Ilu,< \ \ /Mir
_ —-----------fro-------L---�---- �. ` \
i 2
\--" ---�- - \\ 81 /
- ------ I J
it
Now
Q' j 11 / / � I r ;JAkJ H�:,L NOTES:
-- �� \- �� 1 t \ \ ` / - - l�oj" _ \ I �� \ J `� 1 ( - ' 1. STORMWATER SHALL BE INFILTRATED NATURALLY ALONG THE SHOULDER
\ ••4 4+50 �• � ` r� � SWALE AT THE FLAT PROFILE SECTIONS OF THE ROADWAY.
\ \ ) t l /mot I q 2. INSTALL CHECK DAMS 20- ON CENTERS WHERE SHOULDER SWALES ARE
� y \ �„t� SHOWN ON THIS DRAWING.
29 + 50 7.
S /CUMPLEx \ \ r•'-' / /¢ / / / / ^ / I •; \ \ '\ I 28+ 2' ( �- \ + \ O' 3. VEGETATE THE EMBANKMENT NORTHEAST OF THE DRIVEWAY INTERSECTION
\ \ }/ / + Sr00+1 L ! V I 28+1{0 1 4 ----- , t moo- WITH THE ROADWAY WITH COMMON BERMUDAGRASS SOD.
I /- ./ % / / ��� +t+'\ ° \ \ L „` 8•d Q 300\ 4. THE EXISTING LAKE NORTH OP PHASE I WHICH /RECEIVES STORMWATER
\ / I iS �'-- / -"/ \ \ ` •r,r O', -` ry ( / ' ` I RUNOFF FROM PHASE 1 IS UNDER THE SAME OWNERSHIP AS THE P.U.D.
OF PWA56 Z, A DRAINAGE EASEMENT
/ 7 • 27+44 ' I
+ APPROVED BY THE TOWN Will BE RECORDeO AS NECESSARY TO PROTEC
30+29\T J•
THE DRAINAGE RIGHTS OF PRASE 1. VVV
Insists o�Eton motionM im�� :` 1 —� �'i � (y-o �'�b� 5 T 1 �- i // l ,•' \ +T `51 u
\11�/i: T.OMPT /' .I l/i: �/ / 1 a� �.•.% \IO`yf�" ,' �, \ Ei IdG / f' 'I � � \ _.� ti°� u ' r �+
74� 11 /1Z `—�'•��.��\ r• 55.. \ i. ; \\\ _ ii / III/i_ ! 1\. 8•// SCREE [' \11t:• a s
\ 7 1 ',� - Di MPSTE I -Au *31�00 too' , (3
/ ILd 10 q' �fi 3 H /4. / ' •� ,-' $ \ / - — / \ I \ r • _ TAPER
HIKING TRAI> + _�11f/i< ` 1 - 1. 1 SECTION v Q
O / �- `_-\ \ /'�, � . } i ''� ,` /,` .• .: i / / = - r \ �♦1 9R
11. R. "4. y31 71 r � Q
I
NFILTRAT/0N / /•' WETLAND \ \11 /,� / / / l� O f \ / - '.• \ / 2 II
AREA g / % / / 1 a \ \ - - - / Q W i c-/9)
RETAIN A14 WALL / y / / g `, \
\
_��� ��\\--_===�4 PHASE VI-
\ \ \ - X .*.
\\ !NF!LTRAT/ON DEti1GNEL TbTA\YN _ - _
\ \ 17• \ AREA ti I / 8
�`. - R.D.C. R.D.C.
malki assets assets mission = Sr11ri'fBln era• � rra• � � ri r•ra• �� �� �
1 /i
rr' t " =
/Ns FILT2ATioA/ .i 50
AREA L 70' O.C. ( _
I FrFnlrl \ (Tvn) DATE:
10' _ COMPACTED /5 E 3 / 9 / 94
ABC
�v PHASE SINES (T'iP.) -'.� - h BAGC SL07�6' /•¢'eL.------ � rCHECKED: -
4' - � iu \I/v USACOE '4(4' WETLANDS d
\ \ \ _ POWER PQI( 7rrP.) CURREN`
�61. CLOTH ^ / REVISION3.
+zjl
/0
`'>r �' -10,
%
i YY/CAL CSC-OX- v,(r,Aj
„4" III J.\ ERT Avg NET A /r Ukr
'PRE,, ILJ_I t PERmITTEL AY I IZA C( E) I �6 A Al C 1 2
N m = b - - iIn
SECTION B-B @ G,
I CHECK DAM / • '-HEFT^
ACCESS DRIVEWAY DETAIL )F
1" o 20' , i PRU,IE.,T No,
93056

,1
I CYPRESS KNEE TRAIL 21
,•
,•
,•
CONTROL MONUMENT "B"
NC GRID COORDS.
N 868.110.99'
E 2,968,907.32'
ft
,• w s
• • � a o
s
• e
• 8 h O
y � a ,•
CYPRESS KNEE TRAIL � � '� � i ` i ` . ` , . a . ` , ` a ` . ` • a `
g � o � O � . a • ii • . . a aCT .a.+♦ .a w N
V ♦ . . �J a CA` ' a ' ♦ ' a i ` i i ♦ ♦ a a ♦ ♦ i i �'i
O • rYrG i ` i ` i a • a a a a ♦ ♦ ♦ ♦ ' a ♦ ♦ `
�A ro • . iCE. i`i `.CFy.'• . '. i.DH. . . . . `a. .a. 1
• a s i+ � i• a
i a i . ' . i i a . ' • i .CA a ` ♦ • . a . a . . a • . a • CG
. . . i . a ♦ a ' a ♦ . i a � i . t a . a ♦ i i e • a . ' a ' a ' a � .CR + CS.
n• + a• a a i a a
i• a• i♦ i♦ i♦ • i•♦.+• a i`♦` i ♦ i a'♦' a ♦ ♦ a i i a i a c i i
� a . ♦ a . • a . ♦ ♦ ♦ a i • + . a ♦ a a + • ' i ' i i i ♦ ♦ ♦ i (` • i i i i . .
�' ♦ a a ♦ a a a iA a Y ♦ a ♦ ' ♦ i a ♦ ' ♦ ' ♦ a ♦ • • i + ' i a a ♦ a i OUi . a �• • •
i' i a a ` i i' a ♦ P ' i a. a a . a i a i' a i' i' i` a a a i a a ♦ i' i' i a a i i ' i'• a♦` ryP� y a ♦ a` a V a a a a CyA ` a
P ♦ i i' ♦ a i i fill i i
a . a . a . a + . a ♦ • ♦ is i . a . . . i ♦ i ♦ ' a ` ♦ ` a a i . i . ♦ a i ♦ `aia . . ' . i . a . ` . a . . • i . i + a ' i a a . ♦ . i . . . . . O RFSS KNEE SRP\\- A
a . .aaaia • a a . a ♦ a . . . . . ♦ ♦ a ♦ a . a 0 a . i . . . a . ♦ ` ♦ i . ` . ' ' ♦ ' i : + • ( \ ` y ` a
. .aaaa . aa. a CP ' .ia ♦ ♦ ia.aia.iaara. ♦•••aai .a.a•a. a.a.ii + • ♦'♦'♦'♦i ♦aia ♦i. a a.a.` as aaa .a ♦CK♦ EA a♦ a as
0 CX,
a i a i` a` a a i i• r i a a a ♦♦ i U i a a i a i a a i a i a i a.. ♦ ♦ W i a i a i♦`♦ a s♦ a ♦ i a i a l a i i G UP • i: a `♦ i
. . ' a . . • ♦ . ' a . i a . H . . ♦ . . a a . 'F ` CA .
♦ . ' i a a . . ' ZE ' aiia ♦ i I i . . . . i . . ♦ ♦ ' . i . . . . ii .i i` i . UP POCKET i ♦ a a a a a /`� ii♦i a a'iaii a•i
• UP ZB Z ` ` i`i a` . ai a'ai. . . . aai` . . ♦ i ♦ 'aa a a a a
. i ♦ ♦ • • a i . ♦ e . i
♦ a. ii. a . a i . a a i a i a a` ♦ '. a a i
O UP . P T` ♦ . . . . . . . . . . . .`. ♦�' .i.i.ia a i i aaaa ,y a• a•a•a• .. . a . ' i .
' a . ' ♦ . a . ♦ . .
' a a . •• a • i a ♦ a aaa • . a ' CN + a . ♦ . a
♦ • ' alai . . a a • ♦ . . a i a a ♦ a i a . a • a • a • a • ♦ . . . ♦ • ' ♦ ' • . ♦ ' i . • . i ' • . i ♦ . aia . i . . ♦ .
i a a a i• a♦ a i a a ♦ a• i• a• a♦ •♦♦ i♦ i♦ i♦ a•a' i ♦ a a \ a + a ♦ a
. i a a a a . a a a i U a a i a ♦ i i i a ' i' i i a i a a a i a i a i. a
` a a a i a i a a a a a a a a a a a a W i a i +` . a ♦ i .•i . 'UP ` a i. UP a a a a a a a` a' a` a` a' a a a i a` a' i` i a ♦ a a a a a a a i♦ a♦ a a a a a a a i ♦ .` i
♦ ♦ i i ♦ a a a a a a i a i i• a a a i i a Wa a i
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NOTE:" PHASE 1y-A A 50' WIDE YSTRIP CENTERED ON " " " + + - Gi +jAlF'PROVt® FtNAt + FW .'
y " ` + " CYPRESS KNEE TRAIL EXTENDING FROM THE PHASE 1 ACCESS " Ae��. �I(��. " y ' . " " " LEGEND o Y .. +. " y " �. " y . . Y . . . r . + . a � .` +.Y... `.. . . " "+`. " Y" ++y. y+y+y y+y+ " " y " " " " "W". " 4" " DRIVEWAY SOUTH TO THE NORTHERN TERMINUS OF + "+" "+ ". . .".". "+"+
ECKNER STREET. + . .Y . ..�. . " . + `----'--.
. - PHASE LINES (TAP.)
-`" - +. - - - -"- NOTE: PHASE VI -A IS A 50' WIDE STRIP CENTERED ON `y`y `+ ++ y+"+ + +y+y "+ ER AND J- W USACOE "404" WETLANDS
ERAND CROSSING.
` y + + + + . Y + + PINTO BUCK RUN EXTENDING FROM PHASE I EAST & SOUTH " ` + . Y . . y \ y + . . POWER POLE (TYP.)
`" . TO THE SOUTHERN TERMINUS. . - . . \ . °
y . . . . . + Y Y . . . Y . . . . . . . . . + . . Y . . . . . " . " . . -ram'. . . . -_._ •�•:." \ ® BRIDGE
A . . . . . . . . . . . . . " . + . y + Y . . . + . Y + . . a . ` . + . + V y + . + . + . y . y . y . . y + . . ..`,. - . + . . " . + + + + " . + . " . + . + . + . + . + . . + V .` . + . . . . y V . y . + y . + . . . y . Y " y . + + y ` . . + . W y . y. . ± y • • " + i y + + \11' + + + + " + . "li G
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.. . T- - . . . . . . - ... + ... • •_--•+-.. �. �.---• + �•-a s-.� ' . . . + . . +�I+ P PARKING (1 CAR)
Yam.+Yy+W.+.++ . . ... y... .y.+. . .y+ . + TA TURN -AROUND
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" + ` . + . . + . + . + . . . + . + . . + Y " Y Y i + V + Y + . . + + . + . . + . Y . + . + . + . Y + . + . . + Y + . i i +I V . + . + + + + + + " Y y • • V • y . + y \ y + . O
y. �.+ + j + + . + . + . + + + + . + . + + + + +.". .Y . . . . + 30 ,,c; +."" G \ \ Q
PARKS PARKS
4 G G y H ,DECK 010 \\ \\ " I PHASE UNITS BEDRMS REQ'D SHOWN ^ =
Y y N `+ I I 1 40 100 100 117 I__L F
C . � y " y Y . � . � . + � + y . � Y y Y � + � - +- .'- � � Y + a . + . + a . . + e
I . . . . Y. . \ + + + + . Y OG " BIKE i I I -A 0 O O O m
y . . � . cKs / / II 20 50 50 67 O
.�.+ O ° .+" II-B 0 0 0 4 1 1 "' Z
p . + . + . . . . Ljj
Y y . Y . �. +� . . Y . Y Y . �.�+y . y + y. y+ �Y Y G // �"/ y IV 24 60 60 80 F_
.L� . P . + . -{�y�A �r '�T+{ . + G / / / V 28 70 70 88 ® 73
. . + • • • • � i'l�ll-YA7 ` Y'l I ` • • G / • % A 16 40 40 50 O
7. COMMON ELEMENTS (AREAS) SHALL BE AS DEFINED IN NCGS 47C-1-103, V + + + + " + y + + + + + + + + + + + + + + + y + .I . + ��^(`�' + �APRo�/F+D" FI!!jL" . . " " " " G rJ O G / I I " y ` , ` ` VI -A 0 0 0 0 c U
+y "DEFINITIONS". . .+.+ . ..... . .+.�+�+y+ y.\ �/ . + . "y" VII 17 51 51 53
\` ". �.++Y �. Y . .. .. . Y . Y" +Y. + .I+. �Y+."+ +\b . `Y `� 5 G ` `+ Q I + VIII 30 90 90 90 W
8. THE EAST AND SOUTH PROPERTY LINES ABUT RESIDENTIAL ZONES; A 50' . . . " + " G / I I '/ IX 19 57 57 57
E/�/�JJ///'''/e���
BUFFER OF NATURAL VEGETATION ENHANCED BY LANDSCAPING WILL BE ` ` ' ` ` ` ` ` ` ` `° ` ` ` ` + + . G G OOG / l / /I 214 568 568 675
PROVIDED. THE WESTERN PROPERTY LINE ABUTS A RESIDENTIAL ZONE; THE " "`'I` . ' + ` + y ` O • / / f/ �l
NOTES: 95' POWER LINE EASEMENT. PLUS ANY ADDITIONAL BUFFER SPACE AS SHOWN ` " ` " " ` ` ` ` ` 4 ` " ` ` ` " " " + " ` ` " ` " + ` ' ` ' ` ` + + G G . / / / y / �,,(� 222 UNITS PERMITTED
ON THE DRAWING WILL BE PROVIDED. THE NORTHERN PROPERTY LINE ABUTS ,"E�Y " " ` " ` G + + + y " yl" y ' y + " + ` G ? -\ // .) '!'�• / Z.G (f P d
4. ALL FACWTIES. LOCATED TO SCALE. NO FACILITIES ENCROACH UPON TOWN A COMMERCIAL ZONE; NATURAL VEGETATION AND/OR LANDSCAPING WILL BE y ` ` + " " + " ` + ' ` + ` " ` ` G . T/ �, Yv A'Z / Z/ c O 3
REQUIRED SETBACKS OR BUFFERS. + + �H13 �L�` +I-'-^-+ " + T + OG G G G G • P - - / F
PROVIDED. NO OTHER FENCES OR WALLS ARE PROPOSED �. +. Y . � 1 � . . . � . . " . . . . " . . . � . + . . G G7 p C � . _ ` 7A �J � _
2. NO FILL OR EXCAVATION OF WETLANDS 9. ALL STREETS AND DRIVEWAYS ARE PRIVATE. + + . . . . +\� . . + + Y . V + Y .. + y + + �' + . + . . + G G + . . Y G G + P / _ - - / / 7 / a_ V
MAY OCCUR PRIOR TO OBTAINING NECESSARY STATE AND FEDERAL PERMITS.
NO U.S. ARMY CORPS OF ENGINEERS. OR OTHER FEDERAL OR STATE WETLAND CONDOMINIUM OWNERS ASSOCIATION IS RESPONSIBLE FOR MAINTAINING AND . . . . . . .\ + . . . . . + . . . . + + . " .� I p/ / + . . . . Y . /T / / ` WL'7AINION,#GP / Z
REPAIRING THE STREETS AND DRIVEWAYS AS WELL AS PAYING THE COST THEREOF.. . . . . / P p . SILL Q
FILL OR EXCAVATION PERMITS ARE REQUIRED FOR THE UTILITY LINES SHOWN MUNICIPAL AND OTHER GOVERNMENTAL SERVICES MAY BE RESTRICTED OR NOT BE I -T °• / ��� J ON THIS DRAWING AND/OR DRAWING C-4, PROVIDED THAT NO EXCAVATED OR FURNISHED TO THE PROPERTY OF OWNERS USING THE PRIVATE STREET FOR + y " + Q
FILL MATERIAL IS PLACED, PUSHED, OR ALLOWED TO ERODE INTO WATERS OR ACCESS. WITH FEW EXCEPTIONS, THE TRAFFIC LAWS OF THE STATE OF + + y ` + Y y +. + + yG G G G TA . + +' . + " + . ' _ /
WETLANDS ON THE SITE. WETLANDS NOT TO BE FILLED OR EXCAVATED G G G G G G " ` ` / " + + + + + Q
.NORTH CAROLINA AND THE TOWN OF KITTY HAWK ARE NOT ENFORCEABLE ON 7 O i - Y . + +
SHALL BE PROTECTED THROUGHOUT CONSTRUCTION BY RE-ESTABLISHMENT OF 7 OO ] O --- '��Ljj
PRIVATE STREETS. G G G G G G + + + " + I+ y , / _ - + y.✓� .
THE WETLAND DELINEATION, ERECTION OF SILT FENCES, AND MANAGEMENT OF O G G G G / + y . . . Y . .� . . rc ruu us°vn Y
CONSTRUCTION ACTIVITIES.. - 10. THE CONTRACTOR SHALL MAINTAIN CONSTRUCTION SUPERVISION TRAINED __ " + +
3. PART OR ALL OF THE DRAIN FIELDS SHOWN MAY BE PROPOSED TO BE ABANDONED TO IN THE MANAGEMENT OF CONSTRUCTION TO PROTECT WETLAND AREAS. \ ° \P pl P� Ip A ip Pi IP -- - -� " ` ortE wAr yr'---
AN ADEQUATE MANAGEMENT SYSTEM SHALL BE IMPLEMENTED TO ASSURE I y--+ �' -"` -" '' '+
LLj
OTHER PROPOSED USES AND THE NC POWER EASEMENT UTILIZED FOR +�+y. + +y
LAND -DISTURBING ACTIVITIES DURING CLEARING, INFRASTRUCTURE
SUBSURFACE OR SPRAY IRRIGATION EFFLUENT DISPOSAL. - INSTALLATION, AND ALL OTHER CONSTRUCTION SHALL COMPLY WITH THE / / " " ` " " " ""r >_
APPROVED SITE PLANS AND USA COE PERMITS. -- - - -- - - ---- /
4. THE PHASE I -A ROADWAY, II -A SEWAGE TREATMENT PLANT. II-B SWIMMING \ ��� G GG vm SITE SHDRESIDE C
POOL COMPLEX, IV -A MAINTENANCE BUILDING, AND VI -A ROADWAY PHASE 11. IN THE EVENT OF "CONSTRUCTION ERRORS" WHICH VIOLATE THE APPROVED - - -- - - - --- _ / G62 // BIS-KH CENTER Y
DELINEATIONS ARE FOR LOT COVERAGE CALCULATIONS AND CONSTRUCTION SITE PLAN OR USA COE REGULATIONS OR PERMITS, THE ERROR SHALL BE - - - - -
SEQUENCING ONLY. UPON COMMENCEMENT OF PHASES SUBSEQUENT RESTORED, TO THE EXTENT PRACTICABLE. TO THE ORIGINAL CONDITION. '�`
TO PHASE II AND THE ROADWAY, SEWAGE TREATMENT PLANT AND SWIMMING POOL ANY SUBSEQUENT PHASE SHALL NOT BE APPROVED UNTIL THE ERROR IS ip / PCD m
PHASES, THEIR AREAS WILL BE INCORPORATED INTO SUBSEQUENT PHASES RESTORED AND CERTIFIED IN WRITING BY THE APPROPRIATE AUTHORITY. pi iP P I I I I I I I 1 I 1 1 I I I I m�
DENSITY CALCULATIONS WILL BE BASED ON THE UPLAND AREA WITHIN EACH SUBSEQUENT \ I IP PI IP PI IP PI IP PI IP PI IP P I I 1 I I I 1 I 1P P\ /
PHASE, INCLUDING PORTIONS OF THE PHASE AREA ORIGINALLY DESIGNATED AS 12. EACH PHASE FINAL DETAILED PLAN MI DEVELOPMENT SHALL BE SUBMITTED TO I IP PI IP IP PI IP PI IP \ G G / u+v mv. DESIGNED DRAWN
BEING WITHIN PHASES I -A, II -A, II-B, IV -A & VI -A. THE PHASE CONSTRUCTION THE USA-COE FOR DETAILED DETERMINATION OF COMPLIANCE. G G G G G G G G G 6 OO G G G G G G G G G G6 OOG Q - R.D.C. M.A.K.
SEQUENCE IS PHASE I, PHASE I -A, PHASE II, PHASE 11-A,. PHASE II-8, PHASE III, PHASE IV _ \ 6 0 6] O /
PHASE IV -A, PHASE VI -A, PHASE VII, PHASE IX, PHASE V. PHASE VII AND PHASE VI. 13. APPROVAL OF THIS PLAN AND THESE DOCUMENTS DOES NOT SUPERSEDE ANY \ G G G G G G G G G G. G G 5 0 6 O G G SCALE
SEE THE PROJECT PHASING NARRATIVE FOR FURTHER INFORMATION. USA COE REQUIREMENTS. \ G G G G G G Q _
5. ALL PARKING LOTS SHOW REQUIRED OR EXCESS PARKING. THE DESIGNATIONS SHOWN IN 14. IN THE EVENT THE USA COE ISSUES ADDITIONAL PERMIT REVISIONS OR o ^ /� n...
THE PARKING LOTS (I.E. 43 SP => 30) INDICATE THAT THE PARKING LOT HAS A CLARIFICATIONS AFFECTING ANY OF THE PHASES, AN AMENDED FINAL PHASE SITE - $ PHASE VIII - f o0
MAXIMUM OF 43 SPACES. BUT THAT SPACES WILL BE DELETED TO SAVE TREES OR PLAN WILL BE SUBMITTED FOR APPROVAL - - _ _ / '
/ US 156 CROATAN HIGHWAY DATE
TO ACCOMMODATE GROUND CONTOURS UNTIL A NET OF NOT LESS THAN 30 15. THERE WILL BE NO OPEN FIRE EXCEPT AS ALLOWED UNDER "CONTROLLED 02112193
SPACES ARE ACHIEVED. THE NET NUMBERS OF PARKING SPACES EQUALS OR EXCEEDS BURN PERMIT" PROCEDURES IDENTIFIED IN 15A NCAC 2D AND THE NC
THE REQUIRED AMOUNT. BUILDING CODE. 18. THE NATURE/EXERCISE TRAIL HAS WORKOUT STATIONS DISTRIBUTED ALONG THE 23. STRUCTURE FOOTPRINTS MAY BE ADJUSTED AND WALKWAYS AND TRAILS MAY MEANDER CHECKED
TRAIL. TO MINIMIZE ENVIRONMENTAL IMPACTS AND ENHANCE AESTHETICS. EXISTING PATHS, e
6. THE NORTHERN AND SOUTHERN SIGNS ADJACENT TO THE ROADWAY SHALL 16. CUTTING OR REMOVAL OF VEGETATION IN WETLANDS NOT TO BE FILLED TRAILS AND WALKWAYS ARE NOT SURVEYED EXCEPT THAT THE NATURE/EXERCISE v GINIA DAR
BE OF GENERALLY RECTANGULAR DISPLAY AREA, 2'-8" HIGH BY 6' WIDE, OR EXCAVATED SHALL BE BY CHAIN SAWING. ROTARY CUTTING OR SHEARING 19. THE NATURE/EXERCISE TRAIL SURFACE IS NATURAL (VEGETATED) EXCEPT AT BRIDGES. TRAIL OUTSIDE PHASES I AND II IS SURVEYED IN CONJUNCTION WITH THE CURRENT
BEARING THE INSCRIPTION "BARRIER ISLAND STATION ® KITTY HAWK WITHOUT SUBSTANTIALLY DISTURBING THE ROOT SYSTEM OR PUSHING, TRAIL EASEMENT. REVISION: 59
WOODS" WITH A 4" BY 4" RECTANGULAR FRAME AND 6" BY 6" END DRAGGING, OR OTHER SIMILAR ACTIVITIES THAT REDEPOSIT EXCAVATED SOIL 20. THE NATURE/EXERCISE TRAIL OVERLAYS SEVERAL P.U.D. PHASES AS WELL AS LANDS
POSTS. THE TOP OF THE SIGN SHALL BE 4' ABOVE LOCAL AVERAGE GRADE. MATERIAL. ROOT REMOVAL WILL BE DONE ONLY IN ACCORDANCE WITH PRIOR OUTSIDE THE P.U.D. EASEMENTS APPROVED BY THE TOWN HAVE BEEN ESTABLISHED 24. CYPRESS KNEE TRAIL. IS SHOWN AS -SURVEYED AT THE EDGE OF 24• WIDE PAVEMENT. SHEET NO.
THE SIGN SHALL BE SET IN A LOW LANDSCAPED MOUND. A SEPARATE SIGN CORPS APPROVAL, INCLUDING CORPS PERMITS OR EXEMPTIONS, AS APPROPRIATE. AS NECESSARY TO SUPPORT TRAIL DEVELOPMENT AND USE. THE EXERCISE TRAIL AND ATLANTIC OCEAN
APPLICATION SHALL BE MADE FOR REVIEW AND APPROVAL EASEMENT THROUGH PHASES VII, VIII AND IX WILL BE RELOCATED IN CONJUNCTION WITH 25. BUILDINGS 5200, 5300, 5400, 7100 & 7200 TO BE FIRE SPRINLKER PROTECTED
17. THE SOUTHERN GATE IS REMOTELY AND CODE OPERATED TO FINAL APPROVALS FOR THE PHASES
PROVIDE CONTROLLED ACCESS. GATE OPERATION AND MANAGEMENT SHALL 26. FIRE ACCESS BRIDGES SHALL SUPPORT FIRE APPARATUS LOADS, ALL BRIDGES SHALL VICINITY MAP P ® F .GSA
BE COORDINATED WITH EMERGENCY SERVICES PROVIDERS TO ASSURE 21! KNOWN "AS -BUILT" CONDITIONS AS OF REV. 59 ARE SHOWN. SUPPORT TRAFFIC LOADS & PROVIDE ALL-WEATHER ACCESS.\� \F'� -
EMERGENCY ACCESS. TOWN OF KITTY HAWK
22. SIGNS SHOWN ARE PROPOSED. NOTES DISPLAYING AN ASTERISK WERE REVISED BY REVISION �• N.T.S. - �O� R OF SHEETS
PROJECT NO.
93056
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2 STABILIZE DISTURBED SOIL WITIIN 15 WORIONG DAYS OF CESSATIDN
OF LAN04DISTIRNNG ACTIVITY WITH 8 POUNDS OF FESCUE PER 10p
SQUARE FEET. HYDRDSEEDED WITH FIBER MULCH, RAKED INTO SOT.,
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APPLIED AT THE TIME. OF SEEDING AND AFTER 0 MONTHS.
& RESTORE WETLANDS WHERE IMPACTED OUTSIDE BULKHEAD SHEETING
BY REMOVING ENCROACHING FILL TO THE ORIGINAL WE LAND
BOTTOM CONTOUR
4. REMOVE TREES AS RET7D TO INSTALL RETAINING WALLS.
S. STABILIZE VEGETATED SLOPES ADJACENT TO WETLANDS AND SLOPES
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FBMLIZFR PER 1000 SF OR EXCELSIOR MATTING & 9 POUNDS Deu
SEED MIX & 25 POUNDS OF10.10-10 FERTWZER PER 1000 SF.
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MAY BE SUBSTITUTED ��
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AT MAX 5'-0" OC
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RETAINING WALL SECTION SHEET No.
N.T.S.
C-320
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QY PROFECT NO.
1Y_ 97020

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NOTES: 5/4 X 8' � CL
ST SHEETING
1. RETAINING WALL PILING FACE IS ALIGNED WITH WETLAND (TYP 2)
DELINEATION LINE EXCEPT AS SHOWNL 8 X 8 X 10' ST PILE DESIGNED DRAWN
2. STABLIZE DISTURBED SOIL WITHIN 15 WORKING DAYS OF CESSATKN MAX OC AS SHOWN R.D.C. R.D.C.
OF LAND•DISTIRBING ACTMTY VM 8 POUNDS OF FESCUE PER 100 ON PLAN W/ 6'-0"
SQUARE FEET HYDRD8®ED wrrH FIBER MULCH, RN® INTO SOS MIN PENETRATION SCALE
OR CRIMPED WITH STRAW AT 100 POUNDS PER 1000 SQUARE FEET, BELOW 3.0' MSL „ ,
AND 25 POUNDS OF 10-10-10 EERn,MER PER 1,000SQUARE FEET NOTE: 6X6 ST PILES % = 20
APPLIED AT THE TIME OF SEEDING AND AFTER 5 MONTHS. MAY BE SUBSTITUTED
& RESTORE VVETLADS WHERE IMPACTED OUTSIDE BULKHEAD SHEETING (EXCEPT AT "A' DATE
BY 113M G E14CROACHNG PILL TO THE ORIGINAL WETLAND AT MAX 5'-0" OC 05/29/09
BOTTOM BUR CHECKED
4. R13KNE TREES AS REQ7D TO INSTALL RETAINING WALLS.
5. STABILIZE VEGETATED SLOPES ADJACENT TO VVETL A DS AND SLOPES s
RECEMNG STORMWATER RUNOFF W/ SOD & 25 POUNDS OF 10.1D-10 CURRENT
FEFMI IifR PER 1000 SF OR EXCELSIOR MATTING & 9 POUNDS OED( REVISION: 0
SEED MIX & 25 POUNDS OF 10-10-10 IERTL03t PER 1000sF. RETAINING WALL SECTION
• SASN BOTTOM ELEVATIONS SHALL NOT EEE LOWER THAN 4.W EXCET+T v /S�'tHEET NO. /
AS NOTED. N.T.S. l� — r��.r / '
OF SHEETS
PROFECT NO.
1 97020

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CONTROL MONUMENT "B"
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THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WETLANDS ALL AREAS OF
WETLANDS REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATER ACT AS • _
DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE
LAW OR OUR PUBLISHED REGULATIONS, THIS DETERIh INATION OF SECTION 404 — — --' — ~ '� •-'i•/ "` / / �"
JURISDICTION MAY BE RELIED UPON FOR A PERIOD IJOT TO EXCEED FIVE YEARS FROM 1p
THIS DATE. THIS DETERMINATION WAS MADE UTILIZO G THE 1987 CORPS OF ENGINEERS /
WETLANDS DELI EATION MANUAL. "•
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TRIBUTARY AREAS:
EXTENSION.
TO TO
NON- LAKE VIA TO LOCAL
3. THIS DRAWING IS FOR GRADING
AND DRAINAGE ONLY. LOCATIONS AND ARRANGEMENTS RETAINED CON WET N-C WET LAKE INFILT
1 TRIB AREA A 2379 SF
LEGEND
`401/404" WETLANDS
SURFACE RUNOFF
BUILDING STAIR
®
OPEN DECK
6/
ELEVATION CONTOUR
OF BUILDINGS AND OTHER FEATURES ARE SHOWN SCHEMATICALLY ONLY. 2. TRIB AREA B 5812 SF
SEE OTHER DRAWINGS FOR DETAILS AND ARRANGEMENTS OF SPECIFIC FEATURES. 3. TRIB AREA C 1125 SF
4. TRIB AREA D 166
5. TRIB AREA E 1119
4. THE EXISTING LAKE NORTH OF PHASE I WHICH RECEIVES STORMWATER 6. TRIB AREA F 1355 SF 0
RUNOFF FROM PHASE I IS UNDER THE SAME OWNERSHIP AS THE P.U.D. IN 7. TRIB AREA G 1090 6
THE EVENT OF SALE OF EITHER OF THE PROPERTIES, A DRAINAGE EASEMENT 8. TRIB AREA H 2561
9. TRIB AREA 1 1931
APPROVED BY THE TOWN WILL BE ESTABLISHED AS NECESSARY TO PROTECT 10. TRIB AREA J 1107
THE DRAINAGE RIGHTS OF PHASE I. 11. TRIB AREA K 1181 Q'
12. TRIB AREA L 248 o N
13. TRIB AREA M 566 SF
5. 6.5' NGVD MINIMUM ROUGH GRADE AT ROADWAY. 14. TRIB AREA N 2445 Z
15. TRIB AREA 0 1079
16. TRIB AREA P 3562
6. PAVILION FINISHED FLOOR ELEVATION t10.0 ; POOL DECK ELEVATION t7.0 ; 17. TRIB AREA Q 774
NORMALLY DRY WETLAND SURFACE ELEVATION f45; SHWT & NORMALLY 18. TRIB AREA R 1 +12 woo _�
85 WET WETLAND WATER SURFACE ELEVATION f3.0'. 17. TRIB AREA S 13a�¢c,~
�o��w�
SUBTOTAL 12762 SF 5775 SF 7294 SF 566 SF 4990 SF o CL U)
7. PHASE II-B SITE AREA: 81,353 SF (1.87 ACRE). "� w¢Q_ Q_0
TOTAL 31387 SF w `012wlsZao
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2379 SF
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1/'=20'
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DATE
319194
CHECKED
0
CURRENT
REVISION: 0
SHEET NO.
C-124
OF SHEETS
PROFECT NO.
07016
I I �

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TRIBUTARY AREAS:
NOTES: TO TO
1 WETLANDS „CR ), „CS ,) ARE NORMALLY DRY WETLAND "Cl" IS NORMALLY WET, RETAINED CON WET LAKE AKE VIA TO WET LAKE LOCAL
L
8c
& WETLAND "CT" IS NORMALLY WET AND HAS A SURFACE —WATER CONNECTION INFILT
THE LAKE. 1. TRIB AREA A 2379
2. TRIB AREA B 5812 SF
2. INSTALL CURB AND DISCHARGE PIPE WHERE" SHOWN ON THIS DRAWING. PIPE 3. TRIB AREA C 1125 SF
WITHOUT A LENGTH SHOWN IS CORROGATED PE PIPE WITHOUT PERFORATED 4. TRIB AREA D 166
EXTENSION. 5. TRIB AREA E 1119
6. TRIB AREA F 1355 SF
3, THIS DRAWING IS FOR GRADING AND DRAINAGE ONLY. LOCATIONS AND ARRANGEMENTS 7. TRIB AREA G 1090
OF BUILDINGS AND OTHER FEATURES ARE SHOWN SCHEMATICALLY ONLY. 8. TRIB AREA H 2561
SEE OTHER DRAWINGS FOR DETAILS AND ARRANGEMENTS OF SPECIFIC FEATURES. 9. TRIB AREA 1 1931
10. TRIB AREA J 1107
4. THE EXISTING LAKE NORTH OF PHASE I WHICH RECEIVES STORMWATER 11. TRIB AREA K 1181
RUNOFF FROM PHASE I IS UNDER THE SAME OWNERSHIP AS THE P.U.D. IN 12. TRIB AREA L 248
THE EVENT OF SALE OF EITHER OF THE PROPERTIES, A DRAINAGE EASEMENT 13. TRIB AREA M 566 SF
APPROVED BY THE TOWN WILL BE ESTABLISHED AS NECESSARY TO PROTECT 14. TRIB AREA N 2445
THE DRAINAGE RIGHTS OF PHASE f. 15. TRIB AREA 0 1079
16. TRIB AREA P 3562
5. 6.5' NGVD MINIMUM ROUGH GRADE AT ROADWAY. 17. TRIB AREA Q 774
18. TRIB AREA R 1412
6. PAVILION FINISHED FLOOR ELEVATION ±10.0'; POOL DECK ELEVATION ±7.0'; NORMALLY DRY 17. TRIB AREA S 1385
WETLAND SURFACE ELEVATION ±45; SHWT & NORMALLY WET WETLAND WATER SURFACE SUBTOTAL 12762 SF 5775 SF 7294 SF 566 SF 4990
ELEVATION ±3.0'
TOTAL 31387 SF
7. PHASE 11-B SITE AREA: 81,353 SF (1.87 ACRE).
RIB �— NOTE: ADJACENT COMMERCIAL PCD IS UNDER AN APPROVED LOW DENSITY
,. STORMWATER MANAGEMENT PLAN
:::i'j R EA �x
1 F
i C I�' PHASE II-B BOUNDARY
F CONCRETE ILAKE
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WETLAND "Cl" , T I .� �. �. FLUME 566 SF
„G > INL FRCP � � AREA I .TRIB 2.75 P OPEN SPACE
1931 & WOOD STAIR
1090 6� \rA AREA „J„ RIB & LANDING
' \O 1107 SF „ „
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LEGEND
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THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES AS WETLANDS ALL AREAS OF a a a ' a ♦ ` • r ♦ T'
WETLANDS REGULATED PURSUANT TO SECTION 404 1IF THE CLEAN WATER ACT AS a _
DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE
` LAW OR OUR PUBLISHED REGUTATIONS, THIS DETERMINATION OF SECTION 404
_- JURISDICTION MAY BE RELED UPON FOR A PERIOD 'JOT TO EXCEED FIVE YEARS FROM rr - -' _~ "� •� / /�
THIS DATE. THIS DETERMIWTION WAS MADE UTILIV G THE 1987 CORPS OF ENGINEERS
WETLANDS DELI EAiION MAMIAL. ° C \ • ` ( l „�\ ' /
NAME: _
DESIGNED DRAWN
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P a4 Y +++V 28 70 70 88 => IAyy+Y yVyyy,VII V16 40 40 5OCVI-A 0 0 0 0 Up/
COMMON ELEMENTS (AREAS) SHALL BE AS DEFINED IN NCGS 47C-1-103,7. VII 17 51 51 53
VIII 30 90 90 90 W"DEFINITIONS". G G IX 19 57 57 57 a5 Jl
6. THE EAST AND SOUTH PROPERTY LINES ABUT RESIDENTIAL ZONES; A 50' i Y + a y YY+ a y
BUFFER OF NATURAL VEGETATION ENHANCED BY LANDSCAPING WILL BE Y a + . G GGDQG 214 568 568 675 0
PROVIDED. THE WESTERN PROPERTY LINE ABUTS A RESIDENTIAL ZONE; THE OQ T 222 UNITS PERMITTED <
NOTES: 95' POWER LINE EASEMENT, PLUS ANY ADDITIONAL BUFFER SPACE AS SHOWN ry a NO FACILITIES ENCROACH UPON TOWN ON THE DRAWING WILL BE PROVIDED. THE NORTHERN PROPERTY UNE ABUTS G Q 1, ALL FACILITIES LOCATED TO SCALE. A COMMERCIAL ZONE; NATURAL VEGETATION AND/OR LANDSCAPING WILL BE �HASEI G + y y y y y Y
REQUIRED SETBACKS OR BUFFERS. PROVIDED. NO OTHER FENCES OR WALLS ARE PROPOSED y G p <
XV Y V G6 nL
2, NO FILL OR EXCAVATION OF WETLANDS 9. ALL STREETS AND DRIVEWAYS ARE PRIVATE. P z
MAY OCCUR PRIOR TO OBTAINING NECESSARY STATE AND FEDERAL PERMITS. CONDOMINIUM OWNERS ASSOCIATION IS RESPONSIBLE FOR MAINTAINING AND WAL(TIVP Z
NO U.S. ARMY CORPS OF ENGINEERS. OR OTHER FEDERAL OR STATE WETLAND REPAIRING THE STREETS AND DRIVEWAYS AS WELL AS PAYING THE COST THEREOF.
FILL OR EXCAVATION PERMITS ARE REQUIRED FOR THE UTILITY LINES SHOWN MUNICIPAL AND OTHER GOVERNMENTAL SERVICES MAY BE RESTRICTED OR NOT BE Y�
Y Y Y Y J
ON THIS DRAWING AND/OR DRAWING C-4, PROVIDED THAT NO EXCAVATED OR FURNISHED TO THE PROPERTY Of OWNERS USING THE PRIVATE STREET FOR Y + + y Y Y -
FILL MATERIAL IS PLACED, PUSHED, OR ALLOWED TO ERODE INTO WATERS OR ACCESS. WITH FEW EXCEPTIONS, THE TRAFFIC LAWS OF THE STATE OF + Y Y G G G G AF-
WETLANDS ON THE SITE, WETLANDS NOT TO BE FILLED OR EXCAVATED NORTH CAROLINA AND THE TOWN OF KITTY HAWK ARE NOT ENFORCEABLE ON + G G G QG G 7 Q
SHALL BE PROTECTED THROUGHOUT CONSTRUCTION EY RE-ESTABLISHMENT OF PRIVATE STREETS. G G G G Y
THE WETLAND DELINEATION, ERECTION OF SILT FENCES, AND MANAGEMENT OF Y GQ 7G OGQ G G / / ` Y - y i ` y Y Y .✓ ` _ - _ Nc was. uw.wrt J Z Y
CONSTRUCTION ACTIVITIES. 10. THE CONTRACTOR SHALL MAINTAIN CONSTRUCTION SUPERVISION TRAINED Ip PI IF, aYa-------_` + / y ` y ` y Y yYy + aot4: wAr Y y y Y y +---_- _
IN THE MANAGEMENT OF CONSTRUCTION TO PROTECT WETLAND AREAS. \ \\ PI �P F� ip Pi ip d I I I - - - ' Y a y Y + + Q Q/ _
3, PART OR ALL OF THE DRAIN FIELDS SHOWN MAY BE PROPOSED TO BE ABANDONED TO AN ADEQUATE MANAGEMENT SYSTEM SHALL BE IMPLEMENTED TO ASSURE 1 y ` ` y. x L�L�
OTHER PROPOSED USES AND THE NO POWER EASEMENT UTILIZED FOR \ - _ - - _ - - - Y a ..- "• x,
SUBSURFACE OR SPRAY IRRIGATION EFFLUENT DISPOSAL. LAND -DISTURBING ACTIVITIES DURING CLEARING, INFRASTRUCTURE -I / - Y y�'
ry
INSTALLATION, AND ALL OTHER CONSTRUCTION SHALL COMPLY WITH THE / � ... Y a YYY `r QxrJ
APPROVED SITE PLANS AND USA COE PERMITS. _ - - -- F-
/ SITE SHORESIDE Q_fl� 11_—
c / � - G GG / � r. uK
4. THE PHASE I -A ROADWAY, II -A SEWAGE TREATMENT PLANT, 11-8 SWIMMING 11. IN THE EVENT OF "CONSTRUCTION ERRORS" WHICH VIOLATE THE APPROVED \ _ - - _ _ ---- -
POOL COMPLEX, N-A MAINTENANCE BUILDING, AND N-A ROADWAY PHASE SITE PLAN OR USA COE REGULATIONS OR PERMITS, THE ERROR SHALL BE - - G62 / BIS—KH CENTER Y
DELINEATIONS ARE FOR LOT COVERAGE CALCULATIONS AND CONSTRUCTION — — — — l i�
SEQUENCING ONLY. UPON COMMENCEMENT UL PHASES SUBSEQUENT RESTORED, TO THE EXTENT PRACTICABLE, TO THE ORIGINAL CONDITION. / PCD Lm
TO PHASE 11 AND THE ROADWAY, SEWAGE TREATMENT PLANT AND SWIMMING POOL ANY SUBSEQUENT PHASE SHALL NOT BE APPROVED UNTIL THE ERROR IS T
PHASES, THEIR AREAS WILL BE INCORPORATED INTO SUBSEQUENT PHASES. RESTORED AND CERTIFIED IN WRITING BY THE', APPROPRIATE AUTHORITY. Pi ip P I I I I I [ I I I I I I I 1 p1 I\P A /
DENSITY CALCULATIONS WILL BE BASED ON THE UPLNID AREA WITHIN EACH SUBSEQUENT \ ! IP PI Ip PI IP PI IP PI Ip PI IP % IP PI I IP PI IP P I P\ \I' G /
12. EACH PHASE FINAL DETAILED PLAN OF DEVELOPMENT SHALL BE SUBMITTED TO I IP G / nrvs DESIGNED DRAWN
PHASE, INCLUDING PORTIONS OF THE PHASE AREA ORIGINALLY DESIGNATED CT THE USA-COE FOR DETAILED DETERMINATION OF COMPLIANCE. \ G 6 QQ G G 6 O G G 6 OG G G G G G G G G G G G G G G6 QQG G / R.D.C. M.A.K.
BEING WITHIN PHASES I -A, II -A, II-8, N-A & VI -A. THE PHASE CONSTRUCTION
SEQUENCE IS PHASE I, PHASE I -A, PHASE 11, PHASE II -A, PHASE II-B, PHASE III, PHASE IV 13. APPROVAL OF THIS PLAN AND THESE DOCUMENTS DOES NOT SUPERSEDE ANY G G G G G G G G G G G G G G6 G G G G 6 0 G. G G
PHASE IV -A, PHASE VI -A, PHASE VII, PHASE IX, PHASE V, PHASE VIII AND PHASE VI. USA COE REQUIREMENTS. \ SCALE
SEE THE PROIFCT PHASING NARRATIVE FOR FURTHER INFORMATION. \ /
5. ALL PARKING LOTS SHOW REQUIRED OR EXCESS PARKING. THE DESIGNATIONS SHOWN IN 14. IN THE
C ENS THE
USA
INGCOE
ISSUESPHASES, ADDITIONAL
PERMIT
REVISIONS ALOPHASE SITE - g PHASE VIII
—'OD'
THE PARKING LOTS (LE. 43 SP -> 30) INDICATE THAT THE PARKING LOT HAS A CLAN WILL BE SUBMITTED FOR APPROVAL. / US 158 CRDA AN HIGHWAY
MAXIMUM OF 43 SPACES, BUT THAT SPACES WILL BE DELETED TO SAVE TREES OR - - _ _ _
TO ACCOMMODATE GROUND CONTOURS UNTIL A NET OF NOT LESS THAN 30 DATE
SPACES ARE ACHIEVED. THE NET NUMBERS OF PARKING SPACES EQUALS OR EXCEEDS 15. THERE WILL BE NO OPEN FIRE EXCEPT AS ALLOWED UNDER "CONTROLLED - - - - ^ _ - - 02/12/9J
BURN PERMIT" PROCEDURES IDENTIFIED IN 15A NCAC 20 AND THE NO CHECKED
THE REQUIRED AMOUNT. BUILDING CODE.
18. THE NATURE/EXERCISE TRAIL HAS WORKOUT STATIONS DISTRIBUTED ALONG THE 23. STRUCTURE FOOTPRINTS MAY BE ADJUSTED AND WALKWAYS AND TRAILS MAY MEANDER
6. THE NORTHERN AND SOUTHERN SIGNS ADJACENT TO THE ROADWAY SHALL 16. CUTTING OR REMOVAL OF VEGETATION IN WETLANDS NOT TO BE FILLED TRAIL' TO MINIMIZE ENVIRONMENTAL IMPACTS AND ENHANCE AESTHETICS. EXISTING PATHS, v O [ "— B
TRAILS AND WALKWAYS ARE NOT SURVEYED EXCEPT THAT THE NATURE/EXERCISE CURRENT
BE OF GENERALLY RECTANGULAR DISPLAY AREA, 2'-B' HIGH BY 6' WIDE, OR EXCAVATED SHALL BE BY CHAIN SAWING, ROTARY CUTTING OR SHEARING 19. THE NATURE/EXERCISE TRAIL SURFACE IS NATURAL (VEGETATED) EXCEPT AT BRIDGES. TRAIL OUTSIDE PHASES I AND II IS SURVEYED IN CONJUNCTION WITH THE REVISION: 59
BEARING THE INSCRIPTION "BARRIER ISLAND STATION O KITTY HAWK WITHOUT SUBSTANTIALLY DISTURBING THE ROOT SYSTEM OR PUSHING, TRAIL EASEMENT.
WOODS" WITH A 4" BY 4" RECTANGULAR FRAME AND 6" BY 6" END DRAGGING, OR OTHER SIMILAR ACTIVITIES THAT REDEPOSIT EXCAVATED SOIL 20. THE NATURE/EXERCISE TRAIL OVERLAYS SEVERAL P.U.D. PHASES AS WELL AS LANDS
POSTS. THE TOP OF THE SIGN SHALL BE 4' ABOVE LOCAL AVERAGE GRADE. MATERIAL. ROOT REMOVAL WILL BE DONE ONLY IN ACCORDANCE WITH PRIOR OUTSIDE THE P.U.D. EASEMENTS APPROVED BY THE TOWN HAVE BEEN ESTABLISHED 24. CYPRESS KNEE TRAIL IS SHOWN AS -SURVEYED AT THE EDGE OF 24' WIDE PAVEMENT. SHEET -NO.
THE SIGN SHALL BE SET IN A LOW LANDSCAPED MOUND. A SEPARATE SIGN CORPS APPROVAL, INCLUDING CORPS PERMITS OR EXEMPTIONS, AS APPROPRIATE. AS NECESSARY TO SUPPORT TRAIL DEVELOPMENT AND USE. THE EXERCISE TRAIL AND ATLANTIC OCEAN
APPLICATION SHALL BE MADE FOR REVIEW AND APPROVAL. EASEMENT THROUGH PHASES VII, VIII AND IX WILL BE RELOCATED IN CONJUNCTION WITH 25, BUILDINGS 5200, 5300, 5400, 7100 & 7200 TO BE FIRE SPRINLKER PROTECTED
17. THE SOUTHERN GATE IS REMOTELY AND CODE OPERATED TO FINAL APPROVALS FOR THE PHASES.
PROVIDE CONTROLLED ACCESS. GATE OPERATION AND MANAGEMENT SHALL 26. FIRE ACCESS BRIDGES SHALL SUPPORT FIRE APPARATUS LOADS, ALL BRIDGES SHALL �� l./ /may
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BE COORDINATED WITH EMERGENCY SERVICES PROVIDERS TO ASSURE 21.• KNOWN "AS -BUILT" CONDITIONS AS OF REV. 59 ARE SHOWN. SUPPORT TRAFFIC LOADS & PROVIDE ALL-WEATHER ACCESS. VICINITY MAP ® F �
EMERGENCY ACCESS. • NOTES DISPLAYING AN ASTERISK WERE REVISED BY REVISION _ TOWN OFNTITTY HAWK �Q`� OF SHEETS
22. SIGNS SHOWN ARE PROPOSED.
PROJECT NO.
93056
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