SW8101117_APPROVED PLANS_20110404

PERMIT NO.
DOC TYPE
DOC DATE
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
SW8 MA-1
❑ CURRENT PERMIT
0 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
Oil Gyo
YYYYMMDD

i
i
NAD 83/86 / \ NORTH N/F CHARLOTTE SHERMAN
D.B. 619 PG. 88 !
NCPIN 633811564731 i
- - i
,
y
�y'
SIR \1 N;I 1 25"W y.
�3 Y�
16.17'
MAINTENANCE
,b�� j �� I BU[LDIN
�•TTy
N/F DONNA DURHAM h g 77 00_,- .�" '�. '�. y Zx
D.B. 425 PG. 333 64 31 -ry7. 31'+s"w 32.83 �� �� ��\ y, NI 35'L7
NCPIN 633811569815 '� `� y y� 69.0� y ��" . yi „y r \' I
B. 16 PG. 42 4 R4_P ^ ! g 5 jv�V'� Y y` .� y3 3 \ \ rw \ SRw3FAar
r�af 1 15 1p� I �� ` 'y .�%'-i�'��' �✓ 39•� 21 (g��T - k�1
74 `I { sDFs'. 1 Nlm I I 1 4i 5 C51 �I i \ i'�\I/ yy �. ' �`-i' / �y y� � .y W ii�' ''/ -1�1 �! D �i. •y� \ ,(�
4 N O. - 7- .9 % 0.D ION �`._ �"i �YIDOW DRIVE
I � � ♦ ♦ - 1125
i�' 2 �.,� \L �� )-� y �. � SITElf
7 / \ 2B i yy'�j NEWPORT NE wvEs ` i
A El 915D15 l i` = F / V .\ x ��' y N1.33't1"W ., J /. `r ! ✓�'
A ( 1 69• - "� ODERTS RD
• t9"p ' F \ \ �.jl' y =a<'�' 1 41 38 Y' �\I /��� To` - - i14a
i3 .DD"E_- - t;i•37 } I . FTORMWATER � yy1" - ��" y 3 ,a --`^� `�' ��-- ra����LLL ??% , J
R?B �' I II 1 ! ;'� y'. -`�� ^ NDRuro RDAo \ y'• i , ; ``-b
•1;
r;
r r'
y
, POND 1,11 \ i 2A �' „ .-�''7_ � \ sRl z.s Ta ? `,�1 ROAD
y Y v' l 81 iL5 \p' i yy 3 v
:_ r, `� �, ,"• ,� :� � SpY i i i �� I � f
LESS THAN 1 /3 ACRE OF / / \, ♦ ''f '. O''.. _ �I'� e - 71'�' \ `'• ! �
OUMF5TER5 -- \ •�� ISOLATED WETLANDS IMPACTED:/ "// \ \% r� , im y�'� ,� > 3 ? �`
q ;, 2p• 2H PERMIT NOT REOUIREO PER T/ / • Q' •+S °`' 6 s- / \ ^`- ✓ `'
. ISOL•TT��D i - - - ' �� 1•WC 100000 / ,/F \ \1 r s a - a✓ s• any. -�"�' �-/ SnNiliOOr RD
� P`�� Ti/ t 1 o.> �' �I -' `DS d:y .4vx
INDUSTRIAL
AD
MOREHEAD C I TY
4-
ST
>v
"w y
VICINITY MAP SCALE: NOT TO SCALE
1. oy
CENTERLINE CURVE DATA
o �: �� 3 v�'a - -
l� j s:o m Q 7i LENGTH O = 63.26 LENGTH = 180.25
y. 09 0°6 o m TEMPORARY WE RADIUS 1 = 51.50 RADIUS O = 119.50
p gyp/ /�
ISOLATED WETLAND IMPART BLDG I �y �� N36,g6 IMPACT. SEE PERMIT CHORD LENGTH = 47611 CHORD LENGTH = 163.64
$ 1 "' �� �, �_1 A � sti G A yw s•06 FOR ADDITIONAL DETAIL CHORD DIRECTION = N47•tt'20"E CHORD DIRECTION = S35. 35'24"W
DuMaSTERS , �� ?:• LENGTH 2 = 98.53 LENGTH O = 534.75
0.00
SCALE: 1 "= 60' - i yy jv /�' / t♦ RADIUS O = 51.50 RADIUS
_ - w \ X .+ y s CHORD LENGTH = 84.18 CHORD LENGTH = 34.06
N/F THE COVES AT NEWPORT I I. LLCM ?� y� J y y� GS s s y' � CHORD DIRECTION = N42.48'40"W CHORD DIRECTION = N62.28'7"E
n �� y� A sP o \ / - m_ , " O = 51.53 RADIUS
D.B. 1151 PG. 290� } y,� �y y +e! 5,0� �o % y� ��� i RADIUS 3 98.53 LENGTH Og = 43.79
50.00
NCPIN 633811662156 y' �5265 /, 2A / m_ �' ��. y1 CHORD LENGTH = 84.18 CHORD LENGTH = 42.41
SEE ANNEX. MAP FOR THE m y Y?''. �, yp �� j CHORD DIRECTION = 527.34'10"W CHORD DIRECTION = N17027'51"E
TOWN OF NEWPORT BY W.D. �✓ y
ROBERTS. JR. DATED 10/7/04 ny�� LENGTH = 63.26 LENGTH = 42.75
( , dpMPSTER-�V y - �> s� e p_ y� RADIUS O = 51.50 RADIUS 10 = 100.00
q 1 °o ! m W �� CHORD LENGTH = 59.36 CHORD LENGTH = 42.43
�c 111 7'i 11 /°I ' w - s �`��` � ov- +✓* CHORD DIRECTION = S62.25'50"E CHORD DIRECTION = N19.52'25"W
2.4 3, 72.75 24.83 32.T5 t3.o 2.42 i 152 DD - (� #!� y.'� y.:i' LENGTH = 195.17 LENGTH = 42.75
--57'3T'15'E / P ""
B L D . o� i �� � 'y�" y RADIUS = 719.50 RADIUS 71 = 100.00
- ,6 , Q y CHORD LENGTH = 174.19 CHORD LENGTH = 42.43
CHORD DIRECTION = N54.24'36"W CHORD DIRECTION = N19.52'25"W
LENGTH = 33.68 LENGTH = 33.67
�.• R 2@ ��..y.� LENG 6 1 2
�- N n y y RADIUS O = 133.52 RADIUS O = 100.00
y CHORD LENGTH = 33.52 CHORD LENGTH = 33.51
10782 SF m N'o - b yy % y,, CHORD DIRECTION = N17.16'7"W CHORD DIRECTION = S72.43'43"W
21.08' a -._
m ,anlo ��' \ OUI PSTERS ry �. '•r 7,:� y '>` �.ii'iV y -�'�'' ;
2 20 J
9% c NOTES
1.0 1.0 1.0 1.0 0 0
zo'
J.42 i5.04 24.08 7.79 7.7 24.OB t5.04 3.42 f 13 - _ _ - i.
G �5 ap
A y PROPERTY IS NOT IN A SPECIAL FLOOD HAZARD AREA. BUT RESIDES IN
z0.67 N lJ�Q 2` g5o y �� y�j "�i yy A ZONE X IN TOWN Of NEWPORT COMMUNITY NUMBER 370049 PER fL000
DID B L D Cj $ 2 , V - N26 0is y y' j y �Y y y- � �� y� y INSURANCE RATE MAP NUMBER 3720633800J . MAP HAVING AN EFFECTIVE
'0 ` DATE OF JULY 16.2003.
_ , y _��✓ �'' y, .�,
���. v 3
d n f QT, "w ��G13,s. o� % y �� _ 2. BOUNDARY A TOPOGRAPHY DATA PER EXISTING CONDITIONS SURVEY FOR
CONNER
APARTMENT BUILDING TYPE 1 __ NTr 7Tt5 y sa R.: + rs �� '' ;�' 1 g E � y� % 3 y� � DATED NOVEMBER823P201pP A. COLLIER. P.L.S. OF STROUO ENGINEERING
t, , / wry r R / S1pr5 tO V 1` / \ >:' y '�r7
NIA 1 No, �Is ),,' YY7 y y�� 4'y -_ 3. BEARINGS ARE GRID BEARINGS BASED ON NORTH CAROLINA GEODETIC DATUM
7 000� a�...D ,/ _ ;I'�"� y -i' ,�� w-' y'; NAD83/86 HORIZONTAL ADJUSTMENT.
SCALE: 1 "= 40' � � O �' �' y
7
2s. 1'8'. . I.i, 1 A J`'•O U r �' 1y �✓7' y-3i
�:' > o_ oo G1 °_s y� v 4. PUBLIC WATER 8 SEWER TO BE PROVIDED BY THE TOWN OF NEWPORT.
2.4 3.08 s °° 9 ^r
3z.Ts z .e3 3z.Ts u.o z.4z 5. ALL RADII 5' UNLESS OTHERWISE NOTED.
I.0 1.0 .? yy, .�'
D SO 1> �� " 4' y��yy3 6. ALL SIDEWALKS 5' UNLESS OTHERWISE NOTED.
° o tii, a
lJ'\ s` `1 �. 4�5g0�' r` \ gh` `�� `y3` y, y� vy��'-�' �'a� 7. BUILDING STRUCTURE SETBACK 15' FROM BACK OF SIDEWALK.
1 w6 2P / y� �� 7 yy� Hwy - 8. WETLANDS DATA PER WETLANDS SURVEY FOR CONNER-Ill BY PHILIP A.
r © �•!y3 G, GYa 6 0, .e y . al' �l' .i .
1 m i I� 29;46 _ - a7, F I \d `� 1 y' -`�' 4'-jl'_\, y'
T' 15YW � s y2` �6 i / .�o,. �` �, y �' •- y y �' y i� " COLLIER. P.L.S. Of STROUO ENGINEERING DATED AUGUST 30 2010.
*i•3 '-` ro S" Q� „7-' .a✓-r'. '�.. �r� - '� y CERTIFICATION SIGNED BY UNITED STATES CORPS OF ENGINEERS
6 1 0409 SF 6 _ ----r-" _ -- - 3 �� �,� 3
127.79___----� /9 A .S / � y� . REPRESENTATIVE HICKEY SUGG ON OCTOBER 9.2070.
N
\ N N s =�'' y�'-�' �-�/'
9. VERTICAL DATUM USED REFERENCING NORTH CAROLINA GEODETIC SURVEY
_-' \ j ^ ' R ° : ye 55 °^ y ti9 yam" i MONUMENT "NEXT" WITH A PUBLISHED ELEVATION OF 32.42' NAVD 88
i
T�� 4 �--' J 9' y�� %i' VERTICAL DATUM +/- 1.0' PER NORTH CAROLINA GEODETIC SURVEY.
SHION� -� y� �ysss y�
n
n F A _- _ ti0 \. ,� �__ Q' r sQ r 6 SQL
1.0 7.0 t.0 t.0 1.0 t.0 1 , - � @ . �. ` O o - 3
,2.13.OB 21.04 .79 6.06 7.7 21.o4 13.0 2.42 O ID -� _ 1 6•PvE \ P _� y A ,^� `. -2� 28 - i' 'or,2o-- y .v-✓ \I/
2
�
APARTMENT BUILDING TYPE 2 SITE DATA
TELEPHONE
PEOEStAL (EX. LIFT
STATIQI iENCE Nth'; \` - 39.49'
SCALE: 1'= 40' (BLDG #2 & tt3) PAOS�P.ER Nt - BLuG
�
BENCHMARK PDsr a CABLE] 27.08' - 17.29;W - t2 67 --Orm y y
EXISTING SS MANHOLE FENCE-N7•iR/S" BLDG #1 2 NI=
y
R [ M= 24. 44 (NAV088) N - 1" P5
1 3 _� N,. \
BLDG
FU��N753988y_
mW
P��L f AilPd
LDG#3,'- m t 211.B26 5
"37j� �
CLUBm _Il
f
I y
24.29 N.29 - ,I CT: 1 _ -► 4 i
4
r^' ca -'I ^��' l;n�l - - OUMPSTERS i l 4oG!
ST
CLUB HOUSE
I
5 SpC� -
l -
20' TRAFFIC 1 91 S�Ci0
II t -I _ - N7.3T'34 W I
N/F CONNER-W. LLC CAL 6L�-�
M B.30 PG. 798 D�i�sTER 1
t;6 �G �
NCPIN 63381 1668890 5 �`��_�
4C
4 ---
ry ,\_-- f-NT. OUAPSTER
''o,lp3is
TO
57.37'34"E MOH.
SCALE- 1 - 40 164.14 0 0 Ap {p Kt
�
PT� ®�4 rV
'•!-_ E 4=387334.03 ®9 ���"_ C
��'1296. 66 E=2637014.59 6
�" N1t•p2 52 W
NCGS MONUMENT "NEXT"
No 386061.39
E= 2637263.06
ELV.= 32.421NAVO 88 +/- 1.0.1
SHEET stt OF 13
PROJECT tt: PM1906
DESIGN FILE 4:1906/PM1906_CONSTRUCTION.dgn
.• 30 0 .• 120
.0
LEGEND
AC -
ACRE
LF - LINEAR FEET
BLDG -
BUILDING
MAX - MAXIMUM
BRG -
BEARING
MBL - MINIMUM BUILDING LINE
CF -
CUBIC FEET
MH - MANHOLE
CL -
CENTERLINE
MIN - MINIMUM
DR -
DRIVE
N/F - NOW OR FORMERLY
DI -
DROP INLET
NTS - NOT TO SCALE
DIP -
DUCTILE IRON PIPE
O.C. - ON CENTER
EL -
ELEVATION
R - RADIUS
EIR -
EX. IRON ROD
RCP - REINFORCED CONCRETE PIPE
EDP -
EDGE OF PAVEMENT
R/W - RIGHT-OF-WAY
EX -
EXISTING
SOMH - STORMDRAIN MANHOLE
FE -
FINISHED ELEVATION
SH - SHEET
FES -
FLARED END SECTION
SIR - SET IRON ROD
FF -
FINISHED FLOOR
spcs - SPACES
FT -
FEET
STA - STATION
GV -
GATE VALVE
TC - TOP OF CURB
INV -
INVERT
TSW - TOP OF SIDEWALK
J8 -
JUNCTION BOX
TYP - TYPICAL
-X-
SILT FENCE
' REDUCER/ENLARGER
STORMWATER/DRAINAGE
N GATE VALVE
EASEMENT
®
WETLANDS
HANDICAP SPACE
CONCRETE
ROCK DOUGHNUT
FILLED WETLANDS
TEMPORARY WETLAND REVISIONS
IMPACT
SEE SHEET 12 FOR DETAILS
CP
f PROVR)
N'Jr IH' CAROLINA EN'Vlr?CNiMFNTA;
vIANAc-'CrV,FNT -r)AA �ISSIGN S
I,V\
D1A7G1 EXeT•�55
- 1••1,R0 Coov/-
SITE PLAN- PLANNED UNIV DEVELOPMENT
Na
BY
I DATE
DESCRIPTION
I
W
12114110
DWO SW COMMENTS
2
GYF
1/3/11
AVO SW ADD INFO
3
6YT
1/6/11
LINO SW ADD INFO •2
4
GYT
3/I7/11
POND REVISED
COMPASS LANDING
APARTMENT HOMES
NEWPORT. CARTERET COUNTY, NORTH CAROLINA
CLIENT:COMPASS LANDING APARTMENT HOMES.LLC DESIGNED:
RDC
ADDRESS: PO BOX 566 DRAWN:
q GREENVILLE. NC 27835 RDC
�•`��� A CA 4j a�
i
A
�•`�pQoFEssp`�y'••*ems PHONE: [phone] CHECKED: RDC
SEAL * = g STROUD ENGINEERING, P.A. APPROVED:
13343 •r��� 151A HIGHWAY 24 RDC
'90/J '�1GINEFP �.•_ MO EAD CITY. N.C. 28557 DATE:
-.,� 9/ �,�Q�.• 2) 24 7479 r NSE N0. C 0847 9/3/10
hO�mMuU�U�'• G nL �t, 1-1 ILL- SCALE:
- - RONALD D. CULLIP ER P.E. 1 "= 60'

NAD 83/86
NORTH N/F CHARLOTTE SHERMAN
O.B. 619 PG. 88
NCPIN 633811564731
i
N/F DONNA DURHAM
D.B. 425 PG. 333 __
NCPIN 633811569,815 —
M.B. 16 PG. 42
u
STORMWATER
EASEMENT /
,.• ni
/ t 57.37' tSyE
BLDG
N/F THE COVES AT NEWPORT 1 I . LLC 7�
NCPIN 16 31811P
662156
SEE ANNEX. MAP FOR THE
TOWN OF NEWPORT BY W.D.
ROBERTS. JR. DATED 10/7/04 y
N � �
BLDG #4
OLD FASHION iN
tc
CDs AL
ILIF
T'
K
- • STAT 101
PADS I
BENCHMARK T A CAGLE]
EXISTING SS MANHOLE iiSNEE
RIM= 24"44(NAVD88)
N/F CONNER—W. LLC
M.B.30 PG. 798
NCPIN 633811668890
�t296.66
_ Ntt•p2'S2"W_�
0 •� I
NCGS MONUMENT "NEXT"
N= 386061.39
E- 2637263.06
ELV.= 32.A2(NAVO 88 +/- 1.0.)
SHEET tt2 OF 13
PROJECT #: PM1906
DESIGN FILE #:1906/PM1906-CONSTRUCTION.dgn
yv
1.35 ¢7 W�i� �
34.51 ��� �! Y'),
0O
�-4
� NJ
CIAJA
1n v N1
( y�
O y -
�'� I7 y ��
BLDG #2 x J .- O� ,' �� Nam/ - n '
N '
147, 37'
y'
/ I
90 6
,22
0 E , aicrupps ��� '
1 6,9 s BLDG #1 0 �,�a �� y,4�v�
-"- BLDG
I� TURE BLDG #13
F P00L -- -
BLDG #3
a AREA _---
CLUB -- - -
NouSE ---- _ n
../ `- LEGEND
AC - ACRE LF - LINEAR FEET
BLDG - BUILDING MAX - MINIMUM 7
BRIG - BEARING MBL - MINIMUM BUILDING LINE
CF - CUBIC FEET MH - MANHOLE
O ®� �sy �� CL - CENTERLINE MIN - MINIMUM
OR
�V W OR - DRIVE N/F - NOW OR FORMERLY
® ��� IC RT G14 p DI - DROP INLET TITS - NOT TO SCALE
1 � $ JL DIP - DUCTILE IRON PIPE O.C. - ON CENTER
EL - ELEVATION R - RADIUS
N=387334.03 �� 9 EIR - EX. IRON ROD RCP - REINFORCED CONCRETE PIPE
E-2637014.59 EDP EDGE OF PAVEMENT R/W - RIGHT-OF-WAY
EX - EXISTING SOMH - STORMDRAIN MANHOLE
FE - FINISHED ELEVATION SH - SHEET
FES - FLARED END SECTION SIR - SET IRO! ROO
FF - FINISHED FLOOR SPCS - SPACES
FT - FEET STA - STATION
GV - GATE VALVE TC - TOP OF CURB
INV - INVERT TSW - TOP OF SIDEWALK
JB - JUNCTION Box TYP - TYPICAL
—x— SILT FENCE , REDUCER/ENLARGER
STORMWATER/DRAINAGE N GATE VALVE
60 30 O 60 120 ® ENT
WETLANDS HANDICAP SPACE
SCALE: 1 "= 60' CONCRETE ROCK DOUGHNUT
FILLED WETLANDS 0
TEMPORARY WETLAND REVISIONS
IMPACT
SEE SHEET 12 FOR DETAILS
' -
NIL
1 BY
I DATE
I DESCRIPTION
1
GrT
12114110
0V0 SW COMMENTS
2
GYT
III
I DWO SW ADO INFO
3
GIT
1116111
1 DWO SW ADD INFO "2
4
GYT
jillml
I REVISED POND
EASEMENT PLAN
COMPASS LANDING
APARTMENT HOMES
NEWPORT. CARTERET COUNTY, NORTH CAROLINA
CLIENT:COMPASS LANDING APARTMENT HOMES,LLC DESIGNED:
RDC
ADDRESS: Po BOX 566 DRAWN:
GREENVILLE. NC 27835 RDC
PHONE: [phone] CHECKED:
RDC
Tt (� m # STROUD ENGINEERING, P.A. AVF-NuvtU: RDC
13343 151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557 DATE:
(2 7-7479 LICENS ��N��O��. C-0647 9/3/10
mCpallo--+iJ�!L_— SCALE:
R NALD D. CULLIP ER P.E. 1 "= 60'

N/F CHARLOTTE SHERMAN �,'„%�� �� 5'
D.B. 619 PG. 88
NCPIN 633811564731 i ' tia
ALL ROOF DRAINAGE IF ROM = \
r
BUILDING MUST BE PIRECTEO
TO PARKING LOT���T� J,
EXISTING 60"CMP V T =]
TO HOWARD BLVD x J lw F� v
INVERT EL13.93 '� 1 n 1 -,� 4... ANENT
N/F DONNA DURHAMIIMAKNEAD Aa]Azs _ ti� DOC 18
D.B. 425 PG. 333
NCPIN 63381 1569815
M.B. 16 PG. 42t�
WOW III
ft
(
STONMI POND
1 ,
r
E'XTEND 60"CMP TO /
/ 5DW15 4,,F1LL
' TI( EXI$T'fNG,01TCH
/ 60'-�C#P' INVERT FROM./
/.•' POMD EL14.91
EXISTING 60-CMP
POND DISCHARGE
FROM THE COVES N
, 1
r
III''
I \
N/F THE COVES AT NEWPORT ,1J,} LLC
D.B. 1151 PG. 294, i
NCPIN 63381 1662156', . '
SEE ANNEX. MAP>F-&F ..Tgf
TOWN OF NEWPgT'$Y ,W:.D.
ROBERTS, JR. 07tT/7/{Y4� -
.
1
FE2].2n
ti' s PI 28 P 26A
F ] FE23.1 T}-
0
1
• Y�
'�
;z
� .
I
y-
3.421
G
3. r 2� FF- 25 V ~
4.1 E234 _ _l �jl 6 M - -
r FE23.42 4
,
ITIONAL DETAIL
FE
FE2..92
YE
!\ F zF 21.0
'De w v
•p i9LF 12 •�-xoo0
,
.. w I Q ]aF u•.-z000 �'�. `. � r ' .xe -�'-i i�- =�'
b i >
' ]0•vt 2• - \ y� 2::a: y. , "ALL ROOF DRAINS MUST BE
' „O f ,� i§tf il�Ai•x�gp ; � 6.� � '� � } � 7E.5. '� -� �' , I �, ���✓�✓ �"?' y,�'Y'
TIED INTO STORMDRAIN SYSTEM
FF 25.0
X-)k SEE SHEET 12 FOR DETAILS
E 3- D1 f�. er 82 aFl :. _ - ,r�I E' ? boy. J • `.is _92 •..l I;, �• ti�`' -j'
r, mil. �. r. -% %,,'.r- - 5. Q\ •FE ' i s �`'s.' \ i'i''\I, y � � :� ,,.�/ �''�'" -i''�" �' �I��ai' -%'�' �i'`
V� FF 80 . �,y `� i"�' J''- -y.''�i".. LEGEND
SD _ _ y - -
' I /� r�' l fi / L// I E25 r 2 -� ��� AC - ACRE LF - LINEAR FEET
.:s '/FF 27.6 r r. \ I,. �!'�'. ,-i" '-.r.�;, -i' v.. �!'.�l'S�''�''-j''`~�. ;�'�',,.. SLOG BUILDING MAX MAXIMUM
- �I _y�j✓il' y1'-'�, -'- ,1 y-Jl y .l, rBRG _ BEARING MBl _ MINIMUM BUILDING LINE
4' \�\'/ �'� `I/ "\I! y CIF CUBIC FEET MH MANHOLE
2S / /ffE25 2B-, _ - - .. - _ \ '� 7 7 �r S '7 7 .i✓ 7 �' �'� lir
I = `�r la`_.�.� ����,y-iv I.� CL - CENTERLINE MIN - MINIMUM
..i •�„%� _�.J .�- r" 1 ICI -.� >EEExsa I `�'-i''! i` y�I' '\}' �`'\'/ \�L` _ DR - DRIVE N/F - NOW OR FORMERLY
'?_ •! �-' ?/ % ��'' "� �� �/ ` ' ��-- �o - �' \-A` '�' -^ 1 7 �' 7- ,y� DI - DROP INLET NIS - NOT TO SCALE
`T�V y
�' ,-�"� �' DIP - DUCTILE IRON PIPE O.C. - ON CENTER
f r5W l !�' _y'.� 'Cy�` _]I v .`�"�'. .��' EL ELEVATION R RADIUS
.'r: b : xe.o .f .V"-i( EIR - EX. IRON ROD RCP - RE ONCR T P P
, .'.. rezi sc 'J 4 .. .w =rr�'' EO C E E 1 E
-' , _ - - �-• 8S!�e. r czs.29 / -_ '"Y! : '.:. i FEx. r . �i .i'�I' 7 - PAVEMENT -
-•Y' �' - '��'`v� I - - �'�' y � �:�, J_ �l'. v N RIGHT-OF-WAY
v� EX � - EXISTING PA SOMH - STORMDRAIN MANHOLE
_ ," . .�. - - lam.__ tl^ �' v r _ �T y -,
5r�-�--r�" _ � �- / + _ � -�/' .]r , �'-� �' FIE - FINISHED ELEVATION SH - SHEET
Vim. -... i �1. 9�. - ,.. '� �r --A. z, ,r y, �l l+' I. �- _ -
'-� 'i�\ �� FES FLARED END SECTION SIR SET IRON ROD
y'i - -
/ Nv,y� aDca SPACES
(� FF FINISHED FLOOR
- ■5HI E24.1 _ - - y �, , FT --a o FT - FEET -
__ - ,,�'. �,. r.. ��'' `� D194 / , FE `J' z .4 A- • s4 - ��' �.y�✓ ;r-.. y-�- - EE STA STATION
®LD - _ - - _ E•PV , D� - „�� '.. . % vx' s O.es t - �✓ y �� ��'?� ,.,, y GV GATE VALVE TC - TOP OF CURB
�•.., ' i - n •-¢om e _ _. y' :-iI/-i'r INVERT INV - T -
SW TOP OF SIDEWALK
JB - JUNCTION BOX TYP - TYPICAL
TtEPNa[- - 1 ''.1�V �'�'�`-''1,. i 1 �19: ... >FEzy.i ,,,.�--��/ 2B '�_ ----� ..v T _ -1: ti �'-j�'"y" �%'
-��- PEOESTM...' , .• I'. _ if E26.:x .. j�-�-�' -x- SILT FENCE
1 -
- _ 2a.`` _ _ �, �E CE RE DUCER/ENLARGt:R
Tau45iw4[n ST•TION @•Nce -� �. o , , , .. .r' -PIPE 11 _ _ `� ^ �' ��- �`' .�,.�'..
PADS 1. F :.. ,, I. ,_9; - +FEs. _i. - rs --_._ 9,0--�V `� �i _v� :., _ y��-1"-i'.y STORMWATER/DRAINAGE GATE VALVE
FF 2 e,
- HANDICAP SPACE
.. -. ` �f;, '-`y v WETLANDS
EASEMENT
vI I'. `�.. 1'I FE¢ ._ _ __ •O � "�g .zy I � ����r y' ' �,� � WETLANDS
BENCHMARK
�' rAt aiE 122 m2r.4c
EXISTING SS MANHOLEKE 0
'� ' , I'. ,, �1 F F i9 • v T -` TC2r. _1� i v �,�r - CONCRETE
RIM 24 . 44 l NAVD88) � � m 4 1 , .' �'� � ROCK DOUGHNUT
FILLED WETLANDS
�I P1'
11RE,,, ° FF 28-1 P P 1 ose+ i y�
r
0�
-a f �" z -' TEMPORARY WETLAND REVISIONS
` F IMPACT
FE26.60
-4w
PIPING
SCHEDULE
PIPE #
D IAMETERL
N HSLOPE
1
127-2000
157
0.40%
2
18"A-2000
269
0.40%
3
24"A-2000
250
0.25%
4
24"A-2000
197
0.25%
5
30"A-2000
181
0.25%
6
30"A-2000
63
0.25%
7A
I 30A-2000
86
Q.307.
76
12"A-2000
36
0.30%
8
30"A-2000
52
0.30%
9
18"A-2000
248
0.25%
10
18"A-2000
144
0.38%
11
18"A-2000
104
0.40%
12
18"A-2000
60
0.40%
13
24"A-2000
61
0.25%
14
24"A-2000
72
0.40%
15
24"A-2000
84
0.50%
16
15"A-2000
85
0.25%
17
30"A-2000
180
0.25%
18
30A-2000
268
0.25%
19
24"A-2000
122
0.25%
20
12"A-2000
33
0.25%
21
I 24 A-2000
50
0.25%
22
24"A-2000
65
0.25%
23
18"A-2000
168
0.257.
2 4
36 A-2000
110
0.357.
25
36"A-2000
132
0.35%
26A
30"A-2000
84
0.25%
266
30"A-2000
180
0.25%
27
18"A-2000
108
0.25%
28
30"A-2000
66
0.25%.
29
24"A-2000
190
0.25%
30
18"A-2000
159
0.25%
31
12"A-2000
63
0.25%
32
12'A-2000
141
0.67%
33
30"A-2000
12 1
0.257.
34
36"CMP
68
4.48%
35
60"CMP
236 10.34%
36
60" MP
19
0.347.
7
60"CMP
32 1
^ 744/
NAD 83/86 /1
DROP INLET
SCHEDULE
01 #
GRATE
INVERT
1
25.67
22.60
2
26.60
21.98
3
27.58
20.90
4
26.28
20.27
5
25.23
19.77
6
24.52
20.36
f
I 24.52
20.56
8
1 24.95
20.85
9
25.60
21.00
10
24.31
19.31
11
24.00
19.27
12
23.98
19.15
13
23.32
19.00
14
22.90
19.19
15
22,38
19.46
16
23.10
19.36
17
22.90
19.84
18
23.73
20.24
19
24.32
20.40
20
24.00
20.75
21
24.32
20.80
22
24.78
20.97
23
124.90
21.39
24
25,81
22.81
25
27.07
22.19
NORTH
JUNCTION BOX
SCHEDULE
JBRI
INVERT
1
25.25
20.67
2
24.09
20.36
3
24.00
19.69
4
24.97
20.14
5
27.25
21.24
6
27.50
21.66
7
23.50
18.98
8
23.50
18.52
9
23.53
1 18.89
SCHEDULE
MH #1
RIM
INVERT
1
26.00
23.50
2
25.50
21.91
3
24.50
22.00
4
23.61
20.79
5
24.50
22.00
6
24.50
22.00
7
25.50
-----
8
1 25,50
22.00
9
25.50
20.58
10
26.50
22.06
11
27.5 0
23 3 4
12
28.50
25.37
13
28.50
26.00
14
28.50
26.00
15
22.50
14.11
16
1 22.50 1
14.DA
STORMWATER DATA
F-----------------------T----
1
DRAINAGE AREA
= 693.300
SF
% IMPERVIOUS
= 75%
j PROPOSED IMPERVIOUS
BUILDINGS
= 149.537
SF
PARKING -/DRIVES
= 309.924
SF
SIDEWALKS
= 37.347
SF
FUTURE MISCELLANEOUS
= 23.167
SF
fl` TOTAL IMPERVIOUS AREA
= 519,975
SF
` - -------_----.
'', I - ��. � , r' '�, _ C2510/^./ � � -.. �-•'� ��lj2_
1 `a A
,..:- -� �a STORMWATER PLAN
ft
I BY
I DATE
DESCRIPTION
I
GYT
12/14/IO
DWO SW COMMENTS
2
GYT
113/11
DWO SW ADD INFO
3
GYT
116111
0Y0 SW ADD INFO •2
4
GYT
3/n/11 1
REVISED POND
T N36-3 COMPASS LANDING
/ 733.03 APARTMENT HOMES
-� 1296�66 'I �I' - - �?6'�3�Qi4-59 - _ Z _- rc _ ---'_ _-_-
NEWPORT. CARTERET COUNTY. NORTH CAROLINA
CLIENT:COMPASS LANDING APARTMENT HOMES.LLCDESIGNED:
NCGS MONUMENT "NEXT-
N= 386061.39566
E= 2637263.06 A : PO BOX LLE . NC 27835 DRAWN:
ELV.= 32.42(NAVn PP
,e,9]eeeeepe NV( LE
SHEET 94 OF 13
PROJECT tt: PM1906
DESIGN FILE tt:1906/PM1906-CONSTRUCTION.dgn
.• 30 • .• 12•
l dllww i%;/; ■■■■mod
SCALE:• •
��
�O`.�\a CAgp moo, C
P ""'•••4y'• CHECKED:
2CQOFESS/p�9 ti'•0 PHONE:[phone] RDC
SEAL * S STROUD ENGINEERING, P.A. APPROVED: RDC
' 13343
4A: �g 151A HIGHWAY 24
EAD CITY, N.C. 26557 DATE:
'•,,�Jp u� CV\y++p+++ (2 4717 7LICENSE NO. C-0647 9/3/10
SCALE:
RONALD D. CULLIPHER P.E. 1 "= 60'

0
1
rr
0
QO
00
r1r)
co
z
INLET
52LF 30"A-2000
�
•Qy/iY �j i, /r i r (i � � � � \
/�, V rrrrrl/
�ii'/i'�' EBA1 /rrllir
<'<<: ,lrrlr r!
v `
.%
IN
�I, o
I00CP
Op 8 4FpE
D
f r B (
��xNCO*AFFCF
f(20
50
PAT
PERMAN
MAIN BASIN
��'�. ;,r,l;,ri j EL,8.5
GAFF 1 r r r,r r rrr
C
D f
�� r
! ; ,r rrr i I
F<f
,rrr!
SO S rr„ rrr!,
�14L��!r
!!rr /
1
i t it'll , l r ,!, r
��
OVERFLOW STRUCTURE
-- ---- -
SEE DETAIL THIS SHEET
A�
85LF 36"CMP DISCHARGE
0 3.5% TO SDMH16
25 12' 10' 1, 27'
24
23 ---- FREEBOARD EL 27:5------------ F FFTc---_--
22 ' i3 ��7. -OVERFLOW TR - -1 EL2T. SY _ _ _ - L •� - - - —
�i\A'�/ — — — — — — — — —
-- -- - - - - -- - - --
21 {//.jl\�V'i TEMPORARY 5TORAGE (EL20 25)
20 y",x -
n' VEGETATION) ---
<\;
19 hL \/'/`- -. v- PERMANEN POOL (EL i8:5')
is
\ ,
17
i
y!/` ` !� � /is
/ f MA 1 N BAS I N
--
14h LOW PA'. H
___-_
3
it ---� �'l,/ --- - - -- -- -- -------�A�'=E----
- - - --
12 - - --
\ -_.-- --- - - - - -- --
/ i 'i��// s10)�ENT sTOFtaGE 11
10
Et
Y
7 - - -
-- ,---
r
d .
e
1�$�•,� I I I I IIII III I I I I I -�.
sI,lsllt3 I I I IIII I I II I I
ICI$; �<< I I III 1 � 11 11 III I
�1:s<,I'Sxla I IIII I I I IIII III I
13131;1$� IIII IIII =' _ _"—VINYL SHEETPILE
1�i1�i�541.
1=1��37�i�! I I I IIII I I
Islg� )a£1,1 I I I IIII IIII I I I i l
I-
' '�'';I?.'�`'�'I IIII III IIII 111 IIII III IIIIIIIIIII
4I�0l;4iBm vsi2�r,D1,li�erl�i;(
%%%>'%5!toP ;4\i;�i{,L/i9/i!�
IiiO4 3ffi.11�ffi%;,$±Si,1,140.1
.i/C.CSi\i.9sC1�CIS.1'1,;515$1i19
12.1>i:�i
POND BAFFLE D-D
SCALE:
SHEET #5 OF 13 N: i"= 30'
PROJECT #• PM1906 (STRUCTURAL BY OTHERS)
DESIGN FILE #:1906/PM1906_CONSTRUCTION.dgn
I
INLET
12LF 30"A-2000
RMANENT POOL
18.5
30"A-2000
POOL
WET
DETENTION
POND
DESIGN DATA
DRAINAGE
AREA =
693.300 SF
DESIGN IMPERVIOUS AREA =
519.975 SF
POND DESIGN
SUMMARY
PERMANENT POOL ELEVATION
= 18.5 FT
PERMANENT POOL SURFACE AREA
REO'D = 29.465
SF
PERMANENT POOL SURFACE AREA
= 32.361
SF
PERMANENT POOL VOLUME
= 181.081
CF
STORAGE POOL ELEVATION
= 20.25
FT
STORAGE POOL SURFACE AREA
=
SF
REDID STORAGE VOLUME
= 62,831
CF
PROPOSED STORAGE VOLUME
= 65.161
CF
FOREBAY DEPTH = 7.5 FT (FROM PERMANENT POOL)
FOREBAY.VOLUME = 33.104 CF
MAIN BASIN DEPTH = 8.5 FT (FROM PERMANENT POOL)
MAIN BASIN VOLUME _ 147.977 CF
AVERAGE DEPTH = 6.03 FT
(USED 6.0'FOR SA/DA CHART)
PERMANENT POOL
LENGTH
O
= 25.16
RADIUS
= 18.00
CHORD LENGTH
= 23.1�
CHORD DIRECTION
= S21.2 50"E
LENGTH
101.59
RADIUS O
=
CHORD LENGTH
= 89.09
CHORD DIRECTION
= S69•10130"W
LENGTH
03
RADIUS
= 58.00
CHORD LENGTH
= 73.99
CHORD DIRECTION
= N21.1'6"W
LENGTH
= 81 14
RADIUS OO
= 148.00
CHORD LENGTH
= 80.13
CHORD DIRECTION
= N34.19'3"E
LENGTH
= 21.64
RADIUS 0
= 18.00
CHORD LENGTH
= 20.36
CHORD DIRECTION
= N84.27'59"E
5' 12' 57'-4"
--------------- --- --- 8"CMU WALLS
— — — — — — — —
3-8 S HB PVCR O �BERRA___ _ __ ___ t--- 24 AREA CORED INTO WALL(1Y1
-- - 74 23 �/� - - - -- -- - --- - - - 3�. - -- - - -- - \/ 23-------�\ \/, H80 PVC
_.. ✓\\/�/ r. _T _. .. -.- -.-. - - i A A R-----T _WA (1 R- HR) -r_...Ill - _- \ �/- -- ---- --- --SCREW-TYPE PLUG
RA EE : -- -_ _..__.- - 22
- -- - ---- _-jf/V�!
21 ---- -_----- -
--20\ V
L _
/ _
// f // /// - - - - P CC TEE
- - - - - - - - - - -
- - - -------- - - - - - -
FORE
-:
/ --------- ---- ---
-----------------
----------
6"SCH80 PVC CAPPED d tD _SECOND RETAINING WALL
"SEDf1ffNT--- - / --------------------------------------------------------------------- --- -- -- -- -- ------ �---,5--------EX'TENO-PiP,NC-BEYON�
14- ----- -- - - ----- - - - - -- - - ------- - - - - --- -------- --- --- - - - - ----- - - -- -- ---------OR-tkbEB-WIT+,-23/4-"-OR-FFIbE---------,4----- - - - -- - - - -
BOTTOM EL11.0 (2-5 DAY ORIFICE) 6"SCH80 PVC CAP
F(AENT t3 --- --- ---- -- --- --- ---- --- --- -- -------------- --- -- - - - - -- -- -------43---- -- -- ----0R+L+ M WHH-2-1/4 - - --
- -- ORIFICE (2-5 DAY
DRAWDWN
\ SECTION B-B
---- SECTION C-C
SCALE: 1"= 5' 64SCH80 PVC CAPPED d
DRILLED WITH 2-3/4" ORIFICE
(2-5 DAY ORIFICE) SCALE: , = 5
Q�
C
TRASH SCREEN
REMOVABLE ALUM. GRATING
MCNICHOLS CAL- t00A OR
EQUIVALENT WITH 1" % '.," BUR
BAR. STANDARD MESH 4" X On
CHANGES TO ALL DETAILS ON THIS SHEET
80CMU WALLS
7' -4 "
OVERFLOW -STRUCTURE
SCALE: 1"= 5' (STRUCTURAL DESIGN BY OTHERS)
3-8"SCH80 PVC OR EOUIVALENT —
AREA CORED INTO WALL(IYR-24HR)
68LF 36"CMP Q 4.45%
TO SDMH16
CARO''�i
iSS/O'ti. y9
* SEAL i
13343 z
D. co %' `
C
ft
I BY
I DATE
I DESCRIPTION
1
1121141101
aVO SW COMMENTS
2
W
1/3/1/
ONO ADD INFO
3
GYT
1/6/ll
1 DWO ADD INFO •2
4
Grr
13117111
1 REVISED POND
WET DETENTION DETAILS
COMPASS LANDING
APARTMENT HOMES
NEWPORT, CARTERET COUNTY. NORTH CAROLINA
CL I ENT:COMPASS LANDING APARTMENT HOMES.LLC DESIGNED:
ADDRESS:PO BOX 566 RDC
GREENVILLE. NC 27835 DRAWN:
RDC
PHONE: [phone] CHECKED:
RDC
AA STROUD ENGINEERING, P.A. APPROVED:
RDC
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557 DATE:
2) 247-7479 LIC NS NO. C-0647 9/3/10
""a 0;o cat � �/L-- SCALE
RONAO D.0 LLIPHE P.E. 1 "= 30'

,
O \\\
'
,
/
F©REBAY
/ / //
,r
•vim � 1, l , r; l� l .�
r
VI
,V ( Yy- / /// / ��� i�A� ,♦� ���� �, ,r� / ,
fN,yam i i , � / rQ %`' i. \ ♦�i\ � l /
"'iM1`
F. 'r Axt
FFi
y r
SHALLOW LAND = 2.472 SF
,r
r r l ,
(99 SHRUBS)
r
i r FC
Oly PA,
MAIN BASIN
n> J If I
r ,
r' t,
(
i,
SHALLOW WATER = 2,394 SF
' (599 PLANTS) ,',r ; ' ` l' ,' ,` �,` ' h
O
/
\ \ *'- -- - -- - - _ '/• / it
OVERFLOW
DEVICE
PERMANENT POOL
EL18.5
WETLAND PLANT RECOMMENDATIONS
SHALLOW WATER
BOTANICAL NAME COMMON NAME
SHALLOW LAND
BOTANICAL NAME COMMON NAVE
HERBACEOUS PLANTS
HERBACEOUS PLANTS
ACORUS SUBCORDATUM
SWEETFLAG
ASCLEPIAS INCARNATA
SWAMP MILKWEED
ALISMA SUBCORDATUM
WATER PLANTAIN
CAREX TENERA
QUILL SEDGE
HYDROLEA OUADRIVALVIS
WATERPOD
CHELONE GLABRA
WHITE TURTLEHEAD
IRIS VIRGINICA
BLUE FLAG IRIS
EUPATORIADELPHUS DUBIUS
DWARF JOE PYE WEED
JUNCUS EFFUSUS VAR. PYLAEI OR SOLUTUS
SOFT RUSH
EUPATORIADELPHUS FISTULOSUS
JOE PYE WEED
LUDWIGIA SPP.
PRIMROSE WILLOW
EUPATORIADELPHUS MACULATUS
SPOTTED TRUMPETWEED
PELTANDRA VIRGINICA
ARROW ARUM
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
PONTEDERIA CORDATA
PICKERELWEED
HIBISCUS LAEVIS
HALBERDLEAF ROSEMALLOW
SAGITTARIA LATIFOLIA
DUCK POTATO
KOSTELETZKYA VIRGINICA
SEASHORE MALLOW
SAGITTARIA LANCIFOLIA
BULLTONGUE
LOBELIA CARDINALIS
CARDINAL FLOWER
SAURURUS CERNUUS
LIZARD'S TAIL
LOBELIA ELONGATA
LONGLEAF LOBELIA
SCHOENOPLECTUS TABERNAEMONTANI
SOFT STEM BULRUSH
LOBELIA SIPHILITICA
GREAT BLUE LOBELIA
SCHOENOPLECTUS AMERICANUS
THREE-SOUARE BULRUSH
RHYNCHOSPORA COLORATA
STARRUSH WHITETOP
SCHOENOPLECTUS PUNGENS VAR. PUNGENS
SACCHARUM BALDWINII
NARROW PLUMEGRASS
SCIRPUS CYPERI NUS
WOOLGRASS
ZIZANIOPSIS MILIACEA
GIANT CUTGRASS
SHRUBS
ARONIA ARBUTIFOLIA
RED CHOKEBERRY
CEPHALANTHUS OCCIDENTALIS
COMMON BUTTONBUSH
CLETHRA ALNIFOLIA
SWEET PEPPERBUSH
CORNUS AMOMUM
SILKY DOGWOOD
CYRILLA RACEMIFLORA
TITI
GORDONIA LASIANTHUS
LOBLOLLY BAY
HYPERICUM DENSIFLORUMBUSITY
ST. JOHNSWORT
—PERMANENT POOL
ILEX DECIDUAS
POSSUMHAW
EL 1 8 . 5
ILEX GLABRA
I NKBERRY
LEGEND
I TEA VI RGI NI CA
VI RGI NI A SWEETSPI RE
ROSA PALUSTRIS
SWAMP ROSE
VACCINIUM CRASSIFOLIUM
CREEPING BLUEBERRY
^r�
SHALLOW WATER PLANTS
VIBURNUM NUDUM VAR. NUDUM
POSSUMHAW
GENERAL NOTES:
SHALLOW LAND PLANTS
CENTIPEDE SOD
MINIMUM PLANT MATERIAL QUANTITIES AND PLANT SIZES PER
200 SF OF SHALLOW WATER:
1. 50 HERBACEOUS PLANTS AT LEAST 4 CUBIC -INCH CONTAINER
= 599 HERBACEOUS PLANTS (AS SHOWN ON DETENTION POND LANDSCAPE PLAN)
MINIMUM PLANT MATERIAL QUANTITIES AND PLANT SIZES PER
200 SF OF SHALLOW LAND:
2. 50 HERBACEOUS PLANTS AT LEAST 4 CUBIC -INCH CONTAINER
= 618 HERBACEOUS PLANTS. OR
3. 8 SHRUBS OF AT LEAST 1-GALLON CONTAINER
= 99 SHRUBS (AS SHOWN ON DETENTION POND LANDSCAPE PLAN)
1. TOPSOIL FROM THE SITE WILL BE SPREAD ACROSS THE SHALLOW WATER
AND SHALLOW LAND ZONES PRIOR TO PLACEMENT OF PLANTS.
2. SHRUBS SHOULD BE PLANTED IN CLUMPS TO FORM 'LANDSCAPE ISLANDS'
RATHER THAN EVENLY SPACED. THE ISLANDS SHOULD BE A MINIMUM OF
6' APART.
3. NO SHRUBS SHOULD BE PLANTED WITHIN 10 FEET OF THE INLET OR OUTLET
PIPES.
SOIL SPECIFICATIONS
SOILS USED WITHIN A STORMWATER BMP MUST ADHERE TO THE FOLLOWING REQUIREMENTS:
1. THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES. STUMPS. ROOTS. OR OTHER
SIMILAR MATERIAL GREATER THAN 2 INCHES.
2. SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND,
WITH NO MORE THAN 10% CLAY (USDA SOIL TEXTURAL CLASSIFICATION).
3. A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT FOR AREAS PLANTED WITH WOODY
SPECIES AND 5X FOR TURF AREAS.
4. THE PH SHOULD BE BETWEEN 5.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE.
IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO
LOWER THE PH. THE LIVE OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL
PRIOR TO USE.
5. TOPSOIL STOCKPILE LOCATION (IF USING ON - SITE SOILS) OR SOURCE OF TOPSOIL IF
IMPORTED TO THE SITE. SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP
FACILITY.
PLANTING SPECIFICATIONS:
1. FOR EROSION CONTROL PLANTING AND BANK STABILIZATION (UPLAND AREA) FOLLOW EROSION
CONTROL SEEDING SCHEDULE.
2. UTILIZE A 90-DAY SLOW RELEASE FERTILIZER TABLET FOR PLANTS.
3. PLACE 3 OR 4 INCHES OF QUALITY TOPSOIL TO THE SHALLOW LAND AND SHALLOW WATER REGIONS.
THE PROJECT CAN UTILIZE THE EXISTING TOPSOIL BY STOCK PILING ON SITE AND AMENDING SOIL
AS NECESSARY BASED ON SOIL ANALYSIS RESULTS.
4. THE DETENTION POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION. CONSIDER
CONSTRUCTION SEQUENCING SO THAT
PLANTS CAN BE PLANTED AND THE POND CAN BE BROUGHT ONLINE WITHIN 14 DAYS.
PLANTING SEASONS:
VEGETATION SCHEDULE
SO FT IN
PLANT
• PLANTS OF
WETLAND AREA
WETLAND
CATEGORY
CATEGORY IN
AREA
WETLAND AREA
SHALLOW WATER
2,394
HERBACEOUS PLANTS
599
SHALLOW LAND
2,472
SHRUBS
99
TOTAL
4.866
PLANT REQUIREMENTS:
1. SELECT PLANTS FROM THE WETLAND PLANT LIST ABOVE.
2. A MINIMUM OF THREE (3) DIVERSE SPECIES OF SHALLOW WATER EMERGENT
AND SHALLOW LAND HERBACEOUS VEGETATION.
3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS
FOR PLANT SURVIVAL/REPLACEMENT. AT THE END OF THE FIRST YEAR
AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY PERIOD, ALL
PLANTS THAT 00 NOT SURVIVE MUST BE REPLACED.
4. THE DESIGN FOR PLANTINGS SHALL MINIMIZE THE NEED FOR HERBICIDES,
FERTILIZERS, PESTICIDES, OR SOIL AMENDMENTS AT ANY TIME BEFORE,
DURING AND AFTER CONSTRUCTION AND ON A LONG TERM BASIS. PLANTINGS
SHALL BE DESIGNED TO MINIMIZE THE NEED FOR MOWING. PRUNING AND
IRRIGATION.
5. PLANT MATERIAL SHOULD BE PURCHASED FROM A SIMILAR PROVENANCE OR
LOCAL SOURCE TO ENSURE SURVIVABILITY.
TREES/SHRUBS.........................00TOBER TO JUNE
HERBACEOUS PLANTS (SHALLOW LAND) ..... OCTOBER TO JUNE
HERBACEOUS PLANTS (SHALLOW WATER) .... APRIL TO JUNE (RECOMMENDED)
MID-SEPTEMBER TO MID-OCTOBER
GRASSES..............................YEAR ROUND
PLANTING OUT OF SEASON IS NOT RECOMMENDED. IF CONSTRUCTION SCHEDULE
AND PLANTING SCHEDULE 00 NOT CORRESPOND, STABILIZE BANKS (UPLAND AREA
AND SHALLOW LAND) WITH APPROPRIATE TEMPORARY COVER CROP AND EROSION
CONTROL MATTING UNTIL APPROPRIATE PLANTING SEASON.
PLANTS SHOULD BE INSTALLED AS LARGE DRIFTS (I.E. MASSES OF A SINGLE
SPECIE)WITHIN THEIR RESPECTIVE PLANTING AREA. OVERLAPPING OR WEAVING
OF THE PLANTING AREA EDGES 1S RECOMMENDED.
ALL PLANTS SHALL BE DIRECTLY DESCENDED FROM INDIVIDUALS GROWING WILD
WITHIN 100 MILES OF THE PROJECT SITE. IF SUITABLE STOCK CANNOT BE OBTAINED,
PLANTS OF OTHER GENETIC PROVENANCE MAY BE UTILIZED WITH THE APPROVAL OF
THE LOCAL REGULATORY AGENCY.
IRRIGATION MAY BE NECESSARY FOR SHALLOW LAND AND WATER ZONES IF PROLONGED
DROUGHT DRAWS WATER LEVELS 6' OR MORE BELOW NORMAL POOL DURING THE FIRST
SUMMER FOLLOWING PLANT INSTALLATION.
DO NOT PLANT CATTAILS. CATTAILS, ALTHOUGH A WETLAND PLANT, PROVIDE A HAVEN
FOR MOSQUITOES AND WILL TAKE OVER AND CROWD OUT OTHER VITAL VEGETATION.
20 10 0 20 40 c ';Qaeessi�
.a
i SEAL
„ , 13343
SHEET tt6 OF 13 SCALE: 1 = 20 '02 O'�'QINE�
PROJECT xt: PM1906
DESIGN FILE #: 1906/PM1 906-CONSTRUCT I ON. dgn 0. C
�'��uuuosa,
I

5'
8'MAX.STANDARD STRENGTH FABRIC
--CHAMFERED
LP
WITH WIRE FENCE
EDGE
3000 PSI CONCRETE °
6'MAX.EXTRA STRENGTH FABRIC
VARIES*
EX. EDGE OF
WITHOUT WIRE FENCE
I,
° °
m_ 101
PAVEMENT
n
STEEL POST WIRE FENCE
4 4 SLOPE VARIES
6., ° ° ? °
FILTER FABRIC
„
° 1.5 SF9.5A
D
° b v
o ° `° o ° 7 °
t6� kr
�/ L�T,U
o°t>
o J�a,}
STEEL POST
_AND BACKFILL TRENCH
4-
"
3000 PSI CONCRETE
04
'v��
T1 THOROUGHLY
NATURAL
6" CABC
24" ROLL TYPE
°u�?�
WIRE FENCE '. r PLASTIC OR = J'-'�-GROUND
(SPILL) CURB AND GUTTER
„ J i�
2-3 INCH WASHED STONE S
- c+ a o°
8 -24 "c °c
WIRE TIES it )j LL,„LLll o " "o aa°
TYPICAL SIDEWALK SECTION
(6" THICK) vo
���� o
UPS
�. `! ' T I' r o"M►N° r
24 ROLL CURB AND GUTTER
� ����,.� �,�
�( Jo �<>
Y
1;
NATURAL 1 i it �c ° oVI 8"MIN
NATURAL °
SCALE: NOT TO SCALE
_- 24" °cc^ c
SCALE: NOT TO SCALE
*NOTE: 2% MIN CROSS SLOPE ALL SIDEWALKS EXCEPT FOR
Y`�� 1 t� u�
'11l
- `' - '" c°
SIDEWALK ACCESSES TO FRONT ENTRANCES WHICH SHALL BE 5%
�
wc� 2
7t T � T o ° o
� -1 111i '.9"DOWN 8 4"' + I, I'I 11=1i: 1
:. ::. •'. FORWARD ALONG..:. �.
VARIABLE
5'-15
o
THE, TRENCH _•__
3'-4" MIN. OR MATCH
WIDTH OF EXISTING WALK
PLANTING STRIP
-
M/yI
MUy
24" '' FILTER
FABRIC ;; CROSS SECTION
6'-O" 4'-0" 6'-0" EXPANSION JOINT %
INSTALL ONLY AT VAN -i 1/dF8
; VIEW
JG
ACCESSIBLE HANDICAP
"'
SPACES ACCESSIBLE
ACK OF RAMP
Q:.. 12:1 SLOPE �,
STONE CONSTRUCTION ENTRANCE
(MAX)
SCALE: NOT TO SCALE
GUTTER LINE 2" > Ln
INSTALLATION NOTES:
pApRESERVE
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE
z a
OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY.
FRONT ELEVATION o
_
(R7-8a)-�
18 GUAGE GALVANIZED
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
' ^
SHEET METAL SIGN
®
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE
PLAN o
AS POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
Z
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES. ALL SPACED WITHIN THE TOP 8 INCHES OF THE
z r
24x24 FRAME AND GRATE
FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST
a' PER FT_YSLOPE a a
PER NCDOT STD840.16
1 INCH VERTICALLY APART. ALSO. EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN
--------12; --- ` --- T-' x a
a 1 SLOPE GENERAL NOTES: w
CONSTRUCT PER
TIGHTENED TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
a
' '' 1
YiAI(IY(8Y
NCDOT STANDARD 840.14
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOUVE GROUND LEVEL.
a a ).ENGINEER MAY SPECIFY LOCATION.
R7-80 PIENpLg7
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
= a 2.RAMP TO ALIGN WITH EXISTING OR
«a®
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE
` PROPOSED WALKS.
SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST
3.GRADE CHANGES FROM SIDEWALK TO
_
=
60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST. AND THEN EACH SIDE TWICE FOR A TOTAL
RAMP TO BE A MAXIMUM OF 12:1.
io 2" STEEL TUBE POST
OF 4 TRIPS.
DISTANCE TO BE GOVERNED BY GRADE.
SECTION A -A 4.IN CASES WHERE THE 5'-0" LENGTH
PAINT FLAT BLACK.
^ 2 COATS.
w
OF RAMP CAN BE ACHIVED. KEEP BACK
a
TYPICAL SILT FENCE
Of WALK ON UNIFORM GRADE.
HANDICAP RAMP
SEE PLAN FOR
PIPE DIAMETERS
SCALE: NOT TO SCALE
FINISHED GRADE
-
SCALE: NOT TO SCALE
,SEEDING
oz
r
op SET POST INc
SCHEDULE
N m� 12"ON DIA. x OTI DEEP
CONCRETE FOOTING
FLj
-''
RDCK DOUGHNUT
0 o
DROP INLET
18" TEMPORARY INLET 18"
PROTECTION, TYP
MIN MIN
SEED BED PREPARATION
SCALE: NOT TO SCALE
NCDOT #5 OR
NWASHCOOT #5 OR
#57 WASH STONE i �G, r, r} �,_) � _ #57 WASH STONE
(12"MIN TH]CK) 12" 12" O!,io� (12"MIN THICK)
��
LIME---------- ------------------ 2 TONS/AC
HANDICAP SIGN
MIN MIN
CLASS B RIP RAP o r (1 be ����� n CLASS B R f P RAP
10-10-10------------------------- 1.000 LBS/AC
24 MANHOLE RING 8 COVER
L�C)' >
SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED
SCALE: NOT TO SCALE
PER NCDOT STD840.54
� � , / ���
�+
IN A LOOSE SURFACE. ADDITIONAL ROUGHENING MAY NOT BE REQUIRED
NOTE: ASSUMING 4" SIDEWALK
CONSTRUCT PER
EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE
NCDOT STANDARD 840.31
TO BECOME SEALED OR CRUSTED. LOOSEN IT JUST PRIOR TO SEEDING BY
zxtz
rRro CAP
DISKING, RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER{
o
THAN 3:1 ON THE CONTOUR BEFORE SEEDING.
6x6 TWO WALER
INSTALL REGULAR FLOW SILT SAC
TEMPORARY SEEDING MIXTURE
I
N
SEDIMENT TRAP AS MANUFACTURED
BY ACF ENVIRONMENTAL. Ay��
(DECEMBER 1 -APRIL 15)
'
2x T&G a
w i
(OR APPROVED EQUAL)
m
RYE (GRAIN)---------------------- 120 LBS/AC
g
> p i i
SACK TO BE MAINTAINED AND
KOBE LESPEDEZA (SCARIFIED) --- 50 LBS/AC
6x6 TRT'D POST a
SEE PLAN FOR
REMAIN IN PLACE UNTIL ASPHALT
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
Q
i \ i i PIPE DIAMETERS
PAVEMENT IS COMPLETED. '
TO EXTEND BEYOND JUNE)
6x6 TWO WALER
C-1 \\ jj'
_
(APRIL 15 -AUGUST 15)
=
_
i 11
w
GERMAN MILLET--------------- 40 LBS/AC
w
w
'
_ -_I
° \
�
ROCK DOUGHNUT TEMPORARY INLET PROTECTION
(AUGUST 15- DECEMBER 301
w
RYE (GRAIN)---------------------- 25 LBS/AC
= N
JUNCTION BOX
SCALE: NOT TO SCALE
(IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15.
OVERSEED WITH 50LB/AC KOBE.)
SCALE: NOT TO SCALE
w
PERMANENT SEEDING MIXTURE
°
TALL FESCUE---------------------- 60 LBS/AC
SEED STOCKPILED MATERIAL
PENSACOLA BAHIAGRASS------------- 50 LBS/AC
TRAFFIC RATED MANHOLE FRAME WITH SQUARE
PER SEEDING SCHEDULE THIS SHEET
SERICEA LESPEDEZA---------------- 30 LBS/AC
CUT RISER TO FINAL BASE. SOLID LID
ELEVATION IN FIELD NEENAH MODEL R-1795-K OR APPROVED EQUAL
x � p6 \ \ \ \
SILT FENCE AROUND
------------
KOBE LESPEDEZA------- 10 LBS/AC
WOOD
BULKHEAD
FRAME INSIDE DIAMETER
PAVEMENT SHOULD EQUAL APPROXIMATELY
STOCK PILED MATERIAL
MpX\TS\/\j
o 1 �•�� ��������
[GRATE
STRUCTURE (RISER DIA. + 3")
2 i
1. FROM SEPTEMBER 1 - MARCH 1, USE UNSCARIFIED SERICEA SEED
\ %i\
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE
SCALE: NOT
TO
SCALE
lg
TO 30 LBS/AC
/
_
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND
INCREASE KOBE TO 40 LBS/AC.
18 SOLID 18 SOLID
�' -BASE COLLAR/SLAB (12"x 8"
ONCRETE WITH 2-#4'S
STOCK PILE
GRATE GRATE
HE
4. BETWEEN APRIL 15 AND AUGUST 15• ADD 10 LB/AC GERMAN MILLET
FINIS[IFD GRADE
ry FLEXIBLE JOINT MATERIAL TO
8;
OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15. ADD
- -
-"-
-..! 24"CMP --� I_ PREVENT CONCRETE FROM CONTACTING
(HE RISER IN ANY WAY
SCALE: NOT TO SCALE
25 LB/AC RYE (GRAIN I.
I ---
_ _ _
RISER
xa er Dare DescarPTroN
COMPACTED SUB GRADE
PFC-FZvFr5 I GYT 72/13/I0 ADDED STOCKPILE
PERMANENT SEEDING MIXTURE (SWALES & DITCHES)
-- =-
ACCESS LADDER
1
JAN 0 5 O1
COMMON BERMUDAGRASS-------------- 80 LBS/AC
- -- --
CONTECH 12"A-2000
INLET RISER OR --
MULCHING
APPROVED EQUAL CONTECH 12"A-2000 -
9
STRAW(WHEAT. OATS. BARLEY.RYE)----- 1-2 TONS/AC (AFTER SEEDING)
NONREDUCING(STRA
I
DETAILS
SHALL BE DRY. U200 TON
- INLINE TEE
COMPASS LANDING
ASPHALTWTACKLITY
GALD OFMULCH
�� (NOTE:
1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING.OR
i „
�" 12 A-2000
` 1. THE FLEXIBLE JOINT
MATERIAL (RECYCLED
APARTMENT HOMES
A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
?
60 cm. 60"CMP VINYL OR E0.) TO BE
AS A MULCH ANCHORING TOOL.
1/4 BEND
iI
W,2"A-2000
i '. STIFF ENOUGH SO THAT
NEWPORT, CARTERET COUNTY. NORTH CAROLINA
2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF
PIPE TO
1� �� THE CONCRETE CAN
I
CLIENT:COMPASS LANDING APARTMENT HOMES.LLC DESIGNED:
SWALES 8 DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW
NEXT INLET RISER.
;1 NEVER ENGAGE WITH THE
RISER CORRUGATIONS.
ADDRES5:P0 BOX 566 ROC
WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW
DI OR JB
j
GREENVILLE, NC 27835 DRAWN:
AS PREVIOUSLY INSTRUCTED.
k , „I
„»�urb����i RDC
MAINTENANCE
NOTE: TIE GUTTER DROPS INTO 12" A-2000 PIPE BEHIND
' 1' iI' 1
.�'�,P�N•C��<i''., PHONE:252-34t-1985 CHECKED:
'L
IF GROWTH IS LESS THAN FULLY ADEQUATE. REFERTIL►ZE IN THE SECOND YEAR
BUILDINGS WITH FITTINGS AS REOURIED
ESSi' '.
�.`��, r Oy,9.- RDC
WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED
v� APPROVED:
* SZNL : * A STROUD ENGINEERING, P.A.
FROM THE MIXTURE. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
STORM DRAIN MANHOLE
STORM DRAIN MANHOLE
,¢�
: RDC
143 151A HIGHWAY 24
SHEET #12 OF 13
SYSTEM BEHIND BUILDINGS
60"CMP EXTENSION
s;Q?
'90'.,c� P; w�. M HEAD CITY. N.C.28557 DATE:
-•ti �0:...:J��� �•• (5) 7 7479 LICENSE N . C 0847 9/3/10
2 ,
,''00
PROJECT #: PM1906
FILE ss:1906/PM1906_CONSTRUCTION.d n
�'G
0 V�����`` �' 'l t t 1. / �2 l / SCALE:
- /(4�-
'•�uu�uaa�- -� t-1-
DESIGN 9
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
NALD D:CULLIPHER P. AS NOTED

MASONTOWN ROAD - SR 1127
rE-
_..-...-..-•_-_.-...._-.
x ',c PUBLIC RIGHT OF WAY
J NBB'49'23"E -
t
147.03 fCM
z a z 1
• 1 , �'ya ty O
N N/F KEITH MASON
B.S. 592 PG. 423
NCPIN 633919604369
t � 1
N '! r 1 • 1 i
C N/F WILLIAM HOPKINS - u ECM
_ D.B. 691 PG. 69 1 � E C
' _. �` -� NCPIN 633919601411 ® i
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1
x I ' OVER 1111111 i • 4 `1
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N/F JAMES CHANDLER "' y -'r I `I
D.B. 601 PG. 464 �~ m '`� - �, r]
NCPIN 63]9196010)5
N/F M. L. SIMMONS
EXIST. BOLT NCPIN 633807S96738 ; N -" 41 N 'I 'I
iN HOWARD ROAD W _ 3.20 EIP 'i
VICINITY MAP SBStB.e65"� BENT ! 42 IV
N/F WALTER ROBERTS �__. "•.�� x 1 .4
B.S. 760 PG. 141
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY NCPIN 633806494688 "�..,, n7 4 i 1
DEPTICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF 11
THE CLEAN WATER ACT UNDER THE PRESENT LAW AND REGULATIONS AS 15tp•59 ® I R/W
7• 4 w
DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE iS -•-___ ao�'r� NU NT
A CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS. THIS _MCI:/° 9 ___--38z.77 No 37 3 "
-. _._-- •� wa7 SIR 583.77'oq-E EI 1 4.45
DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON
FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS VI w104 r1046 71E LII P'$7S�13'
DETERMINATION WAS MADE UTILIZING THE 1987 CORP OF ENGINEERS " ti WATERS r,� 2g t�-7S `Q
n o THE UNITED rr0„5 45 �. EIR
WETLANDS DELINEATION MANUAL. STATES
qq / •� w10SW1040-H1011042 S75.13' 150E
N/F TIMOTHY LOCKEY 30. 76
NAME: _____C_ ---------------------------- D-B• 440 PG. 219 = n03t n030 TOP BANK
- NCPIN 633906493441 E iR V102� WATERS OF OLD SAND P17
rto72 r, THE UNITED
TOP BANK ,-.. Y Hots 0 STATES m
TITLE 3 --- r1033 x TIEILINE ,
---------------------------------------- ---- `ZA
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---- -�� N/F CLYDE ESORN 1�,1 • ® V1034 �.
DATE: -- T-------------------------------- NCPIN 63]806491157 IP w r/037 w1062
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n3 3055 IS PROPERTY LINE " w1066 rio67 IM lr,( .x "'0° Ht.
N/F DEAN CRABTREE--1 M09.42'540E t -"
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f PHILIP A COLLIER. PLS, CERTIFY THAT THIS PLAT WAS DRAWNIP' - �.. y toe
Y P RV S ON FROM AN ACTUAL GROUND SURVEY MADE UNDER I to
N
YY vL'• 4� Y " 1: '�!/ L( ":Y �l it �L � ]4: „! :iG Y � v.'Y �. ti'., � ✓ ,r � v ::1.. O
UNDER M SUE 1 I t" CP
MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOKS REFERENCED): ✓ - 6 `� y 93z7
THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS I x
yy..
i}i1 W v 0 Y '1 354 2 ...tr3� • _'3 . 4$y i x� _ vy .. 21 _ 10
DRAWN FROM INFORMATION FOUND IN BOOKS REFERENCED ON THE ',; r SSj, 330 3z9 y r3+, F y�
lar
FACE OF THIS PLAT i THAT THE RATIO OF PRECISION AS CALCULATED: a 76t - "y n4e 34 Sn 339 a3, y
lGL- x ,� - Y. r747 - _' u.- 7, 2 3bi..._.: yr .. Y
IS 1:10.000+/- THAT THIS SURVEY WAS PREPARED IN ACCORDANCE s65r3 W7� " ass 4r34o r316 Yy�.y ��
141
WITH GS 47-30 AS AMENDED.WiTNESS MY ORIGINAL SIGNATURE. 513.27'47"w -ht w366 r332 0311 rs13 ob `
LICENSE NUMBER. AND SEAL .THIS 30TH DAY OF AUGUST 2010. 427.05 j o r36? y Y' rn3
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OF AN EXISTING BUILDING OR OTHER STRUCTURE. OR NATURAL 1 POND \yes• 1 " -7�4 ve�w �' w16s'62 r1s, <r1 ' �' 136
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60'PUBLIC RIGHT OF WAY 1 159.70 DITCH 79 97669 �� 1662 STORM DRAiNAGwe 6.' �' w2w Y n69 is
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31.63 1 (TOTAL DISTANCE) I
j i I 1 I i %�I I ) •� NI'� 1
N/F EAGLES NEST PROPERTIES I N/F BETTY CRISPIN N/F THOMAS WALPOLE j j I N/F CHARLOTTE SHERMAN
0. 6. 927 PG. 137 D.B. 534 PG. 226 j D.S. 572 PG- t18 D.B. 6t9 PG. 86 11
NCP M 633010369767 NCPIN 633610474049 NCPIN 633910479149 j I / NCPIN 6338tt564731 I I �, I In
M.8 6 PG 55 I 11
N/F VIOLET GILLEN N/F DOREE EVANS N/F DONNA BURNAM N/F THE COVES AT TEWPORT II.LLC N/F CONNER-r. LLC 1
D.B. 534 PG. 225 B.S. ills PG. 62 B.S. 425 PG. 333 B.S. 1151 PG. 290 M. 8. 30 PG. 798 1
NCPIN 6338t0471192 NCPIN 63381i573108 NCPIN 633611569815 NCPIN 6339116621S6 1 NCPIN 63381,668890 1 '
M.B. 6 PG. 55 M.B. 16 PG. 42 SEE ANNEX. MAP FOR THE 1
TOWN OF NM.O. JR. DATED
1
ROBERTS. JR. DATEDED 10/7/04 if
1
,1
EXIST. NAiL iNQ
CENTER OF 45'
200 100 0 200 400 ACCESS EASEMENT�Z
1-+
cc
,mj 1N
SCALE : 1 "= 200' b` NCGS MON.
"NEXT"
PAGE t OF 2
PROJECT No.858-20-1
DESIGN FILE:PM858-20-1WETLANDSFEB2007.
NOTE:
1) AREA BY COORDINATES.
TOTAL TRACT AREA= 1561 ACRES(6824294.805+/-S.F.)
TOTAL WETLANDS AREA= 45.26+/- ACRES(1971856.781+/-S.F.)
TOTAL UPLANDS AREA= 111.41+/- ACRES(4852438.024+/-S.F.)
2) THiS MAP iS NOT FOR RECORDING.
3) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
4) SEE BOUNDARY SURVEY FOR CONNER-W. LLC PROPERTY
BY E.GLENN CORBETT DATED 1/30/09
LINE TABLE "A" TO "B"
S67°08'53"E 36.46'
S83.08'01"E 40.52'
N87.54'04"E 45.40'
N77°33'25"E 96.79'
N67°47'05"E 29.22'
N44.47'37"E 29.00'
N21°05'20"E 21.41'
N05°57'32"E 60.44'
N26.43'47"E 17.05'
N42.32'33"E 14.42'
N46058'24"E 15.70'
LEGEND:
ECM EXISTING CONCRETE MONUMENT
EIP EXISTING IRON PIPE
EIR EXISTING IRON ROD
EPK EXISTING PK NAIL
R/W RIGHT OF WAY
PP POWER POLE
TELE TELEPHONE PEDESTAL
OHE OVERHEAD ELECTRIC
MHW MEAN HIGH WATER
FIRS RAILROAD SPIKE
N/F NOW OR FORMERLY
MB MAP BOOK
DB DEED BOOK
PG PAGE
WM WATER METER
ELEC. ELECTRIC PEDESTAL
CO CLEAN OUT
CP COMPUTED POINT
SiR SET IRON ROD
WETLANDS UNDER
'' USACOE JURISDICTION
REFERENCES:
OWNER: N/F CONNER-W. LLC DWQ E4msS
M.B. 14 PG. 75
M.B. 14 PG. 67
M.B. 20 PG. 21 REVISIONS:
D.B. 986 PG. 327(TRACT 3 8 4)
D.B. 491 PG. 220 Ira B7
DATE DESCRIPTON
D.B. 491 PG. 230
D.B. 485 PG. 139(TRACT 1 d 3)
NCPIN 633806487511
NCPIN 633806381646
NCPiN 633919603216
NCPIN 633807693536
DS RVEY
WETLANCOUNNER-Wq
LLC PROPERTY
NEWPORT TOWNSHIP. CARTERET COUNTY. NORTH
CAROLINA
CLIENT: JAY CONNER
SURVEYED:
DWE AUG 2010
OWE FES 07
JH JULY/AUG
ADDRESS: P.O. BOX 1838
MOREHEAD CiTY, NC 28557
DRAWN:
EGC/ABB/PAC
PHONE: [phone]
APPROVED:
j STROUD ENGINEERING, P.A.
PAC
151-A NC HiGHWAY 24
DATE:
MOREHEAD CITY• NC 28557
[phone]
8/30/2010
SCALE:
PHILIP A Mt It tRD n It e

I i
NAD 83/86 NORTH i
' N/F CHARLOTTE SHERMAN
D.B. 619 PG. 88
NCPIN 633811564731 i S
1y���� yy
MOREHEAD CITY I�`v' z
ST
TT•� ---
g- -N1; 3i, t 5 •r
N/F DONNA DURHAM `
D.B. 425 PG. 333 4 ^'I°= 4 s 06
NCPIN 633811569815 a',8
M.B. 16 PG. 42 EI a�
q J 9 69.00 - -t
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20 n!
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21 .
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VICINITY MAP SCALE: NOT TO SCALE
CENTERLINE CURVE DATA
LENGTH RADIUS `✓ = 63.26 LENGTH 7 = 180.25
51.50 RADIUS O = 119.50
CHORD LENGTH = 59.36 CHORD LENGTH = 163.64
CHORD DIRECTION = N47.11'20"E CHORD DIRECTION = S35.35'24"W
LENGTH O - 98.53 LENGTH 0 = 34.75
R 1 -
yy����jl yy�Vj �, \� s i ��y�l yyjl�{ �i CHORDSLENGTH 84.18 " CHORDSLENGTH 34.06 "
y % �� c '?:: \ s y31 �t_)v �� �� CHORD DIRECTION = N42 48 40 W CHORD DIRECTION = N62 28'7 E
N/F THE COVES AT NEWPORT 119 LLC it �� �'�' y S � +_
D.B. 1 151 PG. 290 " y y�� p "6 y �� y�� LENGTH = 98.53 LENGTH = 43.79
NCPIN 633811662156 a �?� y���� y�` ;0;55° N° �y ���� y�� RADIUS 0 = 51.50 RAolus `� = 50.00
y� CHORD LENGTH = 84.18 CHORD LENGTH = 42.41
SEE ANNEX. MAP FOR THE o �� y �`il �� y SZ6 0 ` s i� "
TOWN OF NEWPORT BY W.D.���� y CHORD DIRECTION = S27 34 10"W CHORD DIRECTION N17 27 57 E
ROBERTS. JR. DATED 10/7/04 :.. �� y ���p sc�\m s �V� i s�l�� �� it LENGTH 4 = 63.26 LENGTH = 42.75
T�IMPsteR 10. y��' RADIUS O = 51.50 RADIUS ® = 100.00
°$ �� W 9, y�� CHORD LENGTH = 59.36 CHORD LENGTH = 42.43
c 1 0l s\ y� j� y� it CHORD DIRECTION = S62.25'50"E CHORD DIRECTION = N19.52'250W
2.4 3, ]2. 5 24. 3 72. 5 17.0 2.4 152•�- -♦°� $$L} w �I y�'
LENGTH = 195.17 LENGTH = 42.75
+•o Lo I.o 1.01.0 1.o S{.jt'1s'E e gLDG ° _Ij � � y RADIUS 0 = 119.50 RADIUS = 100.00
1 CHORD LENGTH = 174.19 CHORD LENGTH = 42.43
N 11 Q �� yy �� CHORD DIRECTION = N54.24'36"W CHORD DIRECTION = N19.52'25"W
° QG q?8 ;.�?� LENGTH = 33.68 LENGTH = 33.67
R��' �� y y �� RADIUS © = 100.00 RADIUS ® = 100.00
CHORD LENGTH = 33.52 CHORD LENGTH = 33.51
10782 SF y�? WV yLy` yL CHORD DIRECTION = N17•16'7'W CHORD DIRECTION = S72.43'43"W
m Nio l 13'1� y
OUMPSTERS ti0 \`� :�.
,.0 ,.0 i.0s- NOTES
I,p 1 0 1 0 3.42 ay, ri \ 7 i7� y �% 1. PROPERTY IS NOT IN A SPECIAL FLOOD HAZARD AREA. BUT RESIDES IN
3.4 1S. o4 +• 7. 79 7.7 4• IS. 1 OV oO. \\..,. y� y
20.67 a �� 655 yy y�3v� y y�� ��� 777 A ZONE X IN TOWN OF NEWPORT COMMUNITY NUMBER 370049 PER FLOOD
N gLpG #2 ' N2 ��\ s y � J� y jk� 4 INSURANCE RATE MAP NUMBER 3720633800J. MAP HAVING AN EFFECTIVE
�I ��� jV� �� y jl DATE OF JULY 16,2003.
^' p q y��yy�� ��� yy�� 2. BOUNDARY d TOPOGRAPHY DATA PER EXISTING CONDITIONS SURVEY FOR
tT N ♦ 0 B- y N2
a a 11' s c , it �� �791 3 f �� 1�� ��' CONNER-W.LLC. Y PHILIP A. COLLIER. P.L.S. OF STROUD ENGINEERING
APARTMENT BUILDING TYPE 1 - N;sSr - ° .,_h'y�� �e y �yy��y�� DATED NOVEMBERB23 2010.
„
SCALE: 1 = 40 N `„ No .'m \ x�' c < yrNy Q y��jl �� y y�� yL�V i yyY% 3. BEARINGS ARE GRID BEARINGS BASED ON NORTH CAROLINA GEODETIC DATUM
�' y �'�, y NA083/86 HORIZONTAL ADJUSTMENT.
�'-,
Sim o ` N '//►�i "�# ''o ti \ °�� �� �� �� �y 7j j y7 4. PUBLIC WATER 8 SEWER TO BE PROVIDED BY THE TOWN OF NEWPORT.
2.4 3.06 32.75 +]•0 2'4 a >E, ` 2?�5° o,� / R 3Io��� �\� �� y�' yy7�, .�'y��yy� 5. ALL RADII 5' UNLESS OTHERWISE NOTED.
1•0 ,.o +.o +.0 1.0 1•0 0 , +Q s s c '"` t '7 y 6. ALL SIDEWALKS 5 UNLESS OTHERWISE NOTED.
ti B ;F o f J Qr �V y y� -Z j
t q Q �\ ���1+��,'or' , s�6`*j° J\ i�yyv��Vy�jtit �7y� 7• BUILDING STRUCTURE SETBACK 15' FROM BACK OF SIDEWALK.
6�
1 i 29_A6 t - a 7g Via' g s 6' _ 4 y y B. WETLANDS DATA PER WETLANDS SURVEY FOR CANNERAUGU C. BY PHILIP A.
i �- � i ZO \ �'��y �"��I �� �' y-i'�'' .jV�'y COLLIER. •P.L.S. OF STROUD ENGINEERING GATED AUGUST 30 2010.
_ N.3t't5 r S G N y _i* ' y CERTIFICATION SIGNED BY UNITED STATES CORPS OF ENGINEERS
6 10409 SF --1` t'R S '- y jl � � REPRESENTATIVE MICKEY SUGG ON OCTOBER 9.2010.
\\LL `L `L
�- e ` Leo Vr1L N° y y VERTICAL gATUM USED REFERENCING NORTH CAROLINA GEODETIC SURVEY
• « ro R MONUMENT NEXT" WITH A PUBLISHED ELEVATION OF 32.42' NAVD 88
-i
+ 0 i FASHION `p\ Q i 5 a c$ a tOt�Q 'S26 G ` yy� �ysse-y y�?� VERTICAL DATUM +/- 1.0' PER NORTH CAROLINA GEODETIC SURVEY.
1.0 ,.0 i•0 1.0 1.0
.79 6.oe 7.7 2,.04 3. p.4 ar
20.67 ._.�-1' _-1` a 1 elQ i i'' ©1, 15� 2'1 yy� F�'yy- �_,_ C�ITC nATA
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'iTATT fi Nl0 �B 7 y��
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SCALE: 1"= 40' (BLDG tt2 8 tt3) ►"0S ! NI gLDG
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EXISTING SS MANHOLE iiaaeF 7•TR15 r 1s' t2 67 BLDG
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N/F CONNER-W. LLC
M.B.30 PG. 798
NCPIN 633811668890
BLDG #� 3 � '1 -
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TRAFFIC ' o .. .. 9?d 1 199_88 + _----'-
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YING 1., .e..06
Ug AREA c NTZ37
HOUSE O 15 Jle --- N
- QUIPSTERS
163.60�
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SCALE: 1"= 40' _-E P
N�387334.03
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SHEET #1 OF 13
PROJECT #: PM1906
DESIGN FILE #:1906/PM1906-CONSTRUCTION.dgn
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PROJECT AREA = 22.1 ACRES
ALLOWABLE DENSITY- 16 UNITS / ACRE
TOTAL ALLOWED UNITS-353 UNITS
TOTAL PROPOSED UNITS=312 UNITS
13 -THREE STORY BUILDINGS 0 24 UNITS
PER BUILDING
PARKING REOUIREMENT- 2 SPACES PER UNIT PLUS 15X
PARKING REQUIRED 718 SPACES
PARKING PROVIDED 722 SPACES
MEAN ROOF HEIGHT- 35 FEET
JAN 12 7011
L11
Na Of DATE DESCRIPTION
I GYT I2/14/ID OWO AY D7WNENTS
2 GYT 1113111 aW SW ADD INFO
3 G I/ OW0 AY ADD INFO 02
ITE PLAN- PLANNED UNIT DEVELOPMENT
COMPASS LANDING
APARTMENT HOMES
NEWPORT, CARTERET COUNTY, NORTH CAF
CLIENT:COMPASS LANDING APARTMENT HOMES.LLC
IDDRESS: PO BOX 566
GREENVILLE, NC 27835
PHONE: [phone]
3 STROUD ENGINEERING, P.A.
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
247-7479 LICENSE NO, C-0647
RONALD D.C�ULLIPHER P.E.
NA
SIUNLU:
RDC
AWN:
RDC
ECKE :
RDC
PROVED:
RDC
TE:
9/3/10
ALE:
1"= 60'

71
N A D 8 3/ 8 6
/ I NORTH N/F CHARLOTTE SHERMAN
O.B. 619 PG. 88
NCPIN 63381 1564731
tih 1.35'27"WiI��
N/F DONNA DURHAM
D.B. 425 PG. 333 STORMWATER
NCPIN 633811569815
M.B. 16 PG. 42 E, EASEMENT J N1.33'11'
141.39
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SEE ANNEX. MAP FOR THE w �3� y� i �7 �� y
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N- 386061.39
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8 111111111 8 .8 •
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SHEET Jx2 OF 13
PROJECT #: PM1906
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4SEMENT PLAN
COMPASS LANDING
APARTMENT HOMES
NEWPORT, CARTERET COUNTY. NORTH CAROLINA
CL I ENT:COMPASS LANDING APARTMENT HOMES. LLC DESIGNED:
RDC
)DRESS: PO BOX 566 DRAWN:
GREENVILLE. NC 27835 RDC
PHONE: [phone] CHECKED:
RDC
STROUD ENGINEERING, P.A. APPROVED:
RDC
3 151A HIGHWAY 24
MOREHEAD CITY. N.C. 28557 DATE:
247-7479
1yQLN3E N0. C 0847 9/3/10
LLL___ SCALE:
RONAL D. C LL PH R P.E. 1 "= 60'

/ I III �� yy�� yy�� � � _j
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D.B. 425 PG. 333 VOW IMKWAO •' /. (. ' •icr.�.I� r r .... '..._..- ..... �� `
NCPIN 63381 1569815 [i�at _ 1 r:i' !' 7F; I `-' I
M.B. 16 PG. 42 )• /' " `'%.. To
S10111MMA ER PUNO
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y ''�yy�`'�\I'-7.
N/F THE COVES AT NEWPORT', •i%1( LLC / �., zs z6,`' r ��V i yy_�v�
D.B. 1151 PG. 29Q
NCPIN 6338116621'
SEE ANNEX. MAP.'. �. I / `a'•. �� y��
TOWN Of NEWPOF :-D. 94/
ROBERTS. JR.
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CONSTRUCTION SEQUENCE
MAINTENANCE PLAN
1.
REMOVE AND/OR RELOCATE EXISTING OBSTRUCTIONS.
1.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED
FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF
2.
INSTALL GRAVEL CONSTRUCTION ENGRANCE d SILT FENCING AT SPECIFIED LOCATIONS.
PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS
REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND
3.
COMPLETE CLEARING d GRUBBING OPERATIONS.
FUNCTIONS INDICATED ON THE PLAN.
4.
EXCAVATE. ROUGH GRADE. AND TEMPORARILY SEED STORMWATER DETENTION BASIN.
2•SEOIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING
WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE FENCE SHALL BE
5.
ROUGH GRADE PARKING AREAS AND BEGIN PREPARATION OF BUILDING SITES.
REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER.
6.
SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED WITHIN 14 DAYS
3.ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED
OF LAND DISTURBANCE.
AS NECESSARY ACCORDING TO THE CONTRACT DOCUMENTS TO
AND MAINTAIN A DENSE VEGETATIVE COVER.
7.
INSTALL DROP INLETSESTABLISH
AND STORM DRAINAGE PIPING WITH SEDIMENTATION
CONTROL. MEASURES.NOTES
S.
INSTALL UTILITIES.
9.
FINE GRADE DRIVE AND PARKING AREA AND PLACE STONE BASE COURSE.
1. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY:
10.
CONSTRUCT BUILDINGS.
COMPASS LANDING APARTMENT HOMES. LLC
11.
PAVE DRIVE AND PARKING AREA.
PHYSICAL:221T STANTONSBURG RO
GREENVILLE. NC 27834
12.
PERFORM FINAL GRADING. SEED AND MULCH ALL REMAINING DISTURBED AREAS.
MAILING: P.O. BOX 566
13.
REMOVE
EMq E ACCUMULATED SEDIMENT FROM T T E OM S ORMYA ER DETENTION BASIN AND
R NV T G EE ILLE NC 2 835
PERFORM FINAL GRADING OF BASIN.
PHONE: [phone]
14.
INSTALL WET DETENTION BASIN VEGETATION AS SPECIFIED ON POND LANDSCAPING PLAN.
2. ANY BORRDW ACTIVITY TO BE OBTAINED FROM A PERMITTED MINE.
I NO WETLANDS TO BE DISTURBED UNLESS
OTHERWISE PERMITTED BY USACE & DWQ I
NOTES:
SEE SHEET 4 FOR PIPE &BOX INFORMATION
SEE SHEET 12 FOR DETAILS
[:]
01
• ti I 5 ' :.4 . 1 - - ,: a 1 :. TE?a.]E[. �' .. V � ' / � � y y 7
T
' I 1h• \ �y � ---� \I� y-Y� �L� y 7y
p'
FF 25.0 ,' ,. ..,; ,'�.';
/..- ti tic, �/y.-7 . 44),kyy�v�
7
\-V3"3�' y�`'"l ��y��''7' LEGEND
2 ,L�LF-7 V71 � y-V- jl �4p� AC - ACRE LF - LINEN FEET
.�ICAL�` ( , ;£w W 5 /t4'el:, ♦ / •i �]1. N \ : �'-�'ynr -7�77 .-7-z y �•7� .�V.7 y 77 �`�`IL.\L y�\�1�\1��"� SLOG - BUILDING MAX - MAXIMUM
I -: /+. Q ,�'y_�... sl- y*)f`' ��V y �'�:' y7 �I7y �7 BRG - BEARING MBL - MINIMUM BUILDING LINE
•''� ii�ii�:=i, \_ .�! �-iy 9 �'' �'�' \-1y \1� `'Ii�l'�!' y-'r-7 �,_ CIF - CUBIC FEET W - MANHOLE
/8Z /6Z/ ` FF \ 7. \\IL SF 7I, �1�yL 7 yy�y `1� y' �'-. CL - CENTERLINE MIN - MINIMUM
WOR
I i'oFi - .' "/./ I\'r''.. �' a Q�B. Q. �' -iV'7' �7� 7'��y 7 y7'-iV FORMERLY
7 DI - DROP INLET N S - NOT TO SCALE
iitNiirgs+� I �Y.ti�•- /'/ \ _ ti :.. l 7 r,� \ . ��.�,,,,`�F -7 _DUCTILE ..:�. j .ii �/ / \ \• 'i' FF 27.6 ,, \\ \\\TI T TE,10E y.�%yL`I, J`1,�L�I,ELDIP
- ELEVATION RON PIPE p. C. _ RADIUS
?\7I6EL. 7' y77y''7I. 77
`\ \\ \�V �'� \`\ y, ��" y� �''� y7� y.jV�' y �-i EIR - EX. IRON ROD RCP - REINFORCED CONCRETE PIPE
w .//. ./. - - •,/ / 1p' I \ �, ', y�`'-�' -jl'� \7,\I'y �I'-j('� EDP - EDGE OF PAVEMENT R/W - RIGHT-OF-WAY
�-" I m \ i\__ �I .�`''\I, �� \I, ,I \(�\,, , EX EXISTING SDMN STORMDRAIN MANHOLE
,`�\ / / •,.i '„•Q-`- ..j. ��.'', TEri.tT ", // -./ -....I It
'� 1 \ o _ / g 7 .�.yy�� `�, y7 y �7 y77FIE
71a �- r_- -�.• ``. .`� s / 5 " (� / 1�' \ �I y`y _)I,y��\�,\�'� ��' FES - FLAREDEENOLSECTION SIR - 6ETElRON ROD
�:,\ a?i ! ,. / r !�' \ 7 + l 1 I 7 \\ \ r.\'. ``z2 1.,, -yy .i'' y��('.�V ,il%�y �"�l'W�.y�'77 '�1.�(' -.,F-7 , FF _ FINISHED FLOOR AIP" _ SPACES
_ - •\ / 1p _ •. , [�(22��1[ffEf{i.J ' ' ri 0 r l 1 "7 7 ``'',,\I, �I'
/ PIC j., ` ` \I' /'\ � �I, y�y'� ' 47\I,\V 'Y � )K�,v FT FEET STAION
_
�y' y yy�`'�'Wy 77 yy �7 INV - INVERTALVE TSW - TOPOFSIDEWALK
// /� ; - 25'� _ - _ - ' /. /ti ' ' • . 1i _ il' , \ 1 \ _ .. � � .AtFe. � �I y 7\I'\I,
'7y
J8 JUNCTION BOX TYP -
- --' ./,•i /.,, ., �� �� �\Eri.ae t. I .. TYPICAL
15��771y 77 77�I, y7
- D a / / / ['.4E . y'`" yy��, �'� y,�l�� ��y x- SILT FENCE ► REDUCER/ENLARGER
OL lzl1SH E' ( FEiS: 0;1 - , F 9 0 2 - -Y
I:I. / / , \ '� ` ' - Z �' ..I `�• ` y,\ y�"� .�kj1�y � ® EASOEI�ENTER/DRAINAGE N GATE VALVE
255 /, T i' 1 •/� ` 2T 2T5 - \, .." - \\\- ' \ 1, \ y y" I/ yy y 77
___ _ `y' �I, �I WETLANDS
-� TE`fFWx[ 1 NC'\ ,-I 'O,� ' \\ *F)�. 20� -�\ `\ 1 ��%��" ,�1' .]I �y ��
..-'----1--`�-��'- PEOE54L ['E:' F} •,� .:Y.. N \ \ 1 IN'\ �•� - l J ♦ 28� - ` \ 1 \1��L7 y�7 `L�y
[re, 1 1 • •\ I \ , ' 1 ` - ` , ti 7.7 ` y�'�' 7 y CONCRETE
ROCK DOUGHNUT
I y.
r:'9 I .; / PIPE .tt \ „
rE•�F OItNu : I nn{ `\- - - 9 . . , r y -i('�' y
// �` \ \ 1 ItiI If, YZ'' 2T \` �\ �•.. ..�\� \62 . n 1\ 7yy-)kx, HANDICAP SPACE
, '� (J`-�•�)�• i. I'Z��. \.\ \�\\•., .. \ � 101.11�E.0! / \ -�`` N•Q I -e, \" .. . ....... ... `\\ ` � I ` �� y �j7
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I 1,.. / 'I I� i, , N 1 \ \. `1E><< / ,j ,' ^ ` /' ` \\ I 1 7C)7..{ ``. .tt=E•
BENCHMARK '�tra tAet[' I I I 1. I I
EXISTING SS MANHOLE ICF IL l ` i ' \' `\ Y,1 pl 1,IS \ " ,> yy�
RIM= 24.44 (NAVD88) \ ` \ ; 1 .,' �' // �'' F I ! \ o r M' �I��
Iptl \ 1 \ \ • �-- -, , t / Tr 0 y �'-�' y�'�' `'�, y•
.1y'-i'
F��jT.t;�RE FF 28
- `'', i / I, 11. `•,, 1 I\ 1 • / ;- tool-,/ r
j
;;2:1
Ai
: !� r `\ 1 ze Tsai. 7
`I� al FT 27.0 \ , I I ' `\ - Ff=7.77 u��... 2T.5
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'' /: I I I v, ;ro t t ... ' :: I ' I 1,6• -. - ' /' /-.. 'T= - - _ -! -.26
JAN 1 2 2011
---------------
N/F CONNER-W. LLC /�' I T _...- S25= - _ _ 1
M.B.30 PG. 798 / `.. ,26--------- -_�_ �_ - - ----
NCPIN 633811668896i �r ' s{' -: YF[N[E...•' i ....25= -----l'.ezv By DOE DIESCRIPrAY
/ , \ .} •.! > I --'., / 7. . Leto OISTIIAeN10E /' _- _24� - �:--- _"---� �_- _-
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ti 9z- _---- SS LANDING
1. .�...
-�•' 1296.66 �:I:I-'�Lsi6'�,I:�"�'-'�--------.:::::_,LZ�:.'._,-,_----.
- COMPASS
rt_
__-
_ APARTMENT HOMES
- NEWPORT. CARTERET COUNTY. NORTH CAROL INA
--- a7 CLIENT'COMPASS LANDING APARTMENT HOMES.LLC DESIGNED:
NCGS MONUMENT 'NEXT'
RDC
N- 386061.39 ADDRESS:PO BOX 566
E- 263T263.06 „EEF}r GREENVILLE. NC 27835 DRAWN:
FI V.. 32.421NAVD PE }}t' ==r RDC
SHEET tt3 OF 13
PROJECT u: PM1906
DESIGN FILE #:1906/PM1906-CONSTRUCTION.dgn
• •
111111 ■EN■■■
` a �
w��.•�PTH Cq��, CHECKED:
........ i9'•,� PHONE: [phone] RDC
SyjL �_ = 3 STROUD ENGINEERING, P.A. APPROVED:
151A HIGHWAY 24 RDC
MOREHEAD CITY. N.C.28567 DATE:
: .r .'4��1��r�•` 7-7479 LICENSE NO. C-0847 9/3/10
''`••FT.....PA,•b __ SCALE:
NALD . CUL IPHER P:& 1 "= 60,

N/FDCB. 619TPG. 88MAN 1 l�l )I `\� • • �I 3�y J y
NCPIN 633811564731
ALL ROOF DRAINAGE FROM �7 � - �1 �y
BUILDING MUST BE QIIRECTEb / l�l: l '. \ �' �( h y i� �� ��
T PARKING LOT ��y��'i y�Fi
Y.y' yJ'
\ YiY... / RETATNING'y�y �'�' yy�
EXISTING 60 CMP F . ._ „• 7.
�L y �� ��' y�`J ��I �� �� y�� �v3
TO HOW BLVO �____ y �+' y *�
INVERT EL 13.93 . ' � . I : �I `, `' ,: ' ! :% PO LANENB. §.,,��V
�\
J'.� l ;' � -, t�rEis.-D.%:.-� .. \ � � �� � ....-.•' - � I �'. 'i'
r / �F BOEFLE y
N/F DONNA DURHAM .' :•' / / ,' /.. z! • •, :ma.�t;. I .. `. f/� �-`.�.-'-' _-' � :` ,'�I,�1,�'�'
ADDD MA[AEMI / . +!'l" FY� 1 _ \ I I^ y 77 \: ,p�, y7, 7� y;
D.B. 425 PG. 333.• r li'cr.;,r ,1/ I -, \ 'I �� �� y
NCP [N 633811569815 ii •fit s::' frr.' /'�F -r-- sz- �.� ?�� y y yy -7,
M.B. 16 PG. 42-'
_/ x!i`,-',°9 .,, . 'r• _ 1 is 1 ` STDRIAA EH PON♦�'
#z/6 y V
.�'���-�� � •" .'' ''� / '' �.4 :'/s% �Yt. tr" ,I LIP\ .: ��\ �
/:%/%.�.-. �._=._'%�- \.- �� �'��. .<y;... /., i.r �.i-r: � iii - - _\ I � `, I �Ij��� J :NNnni i `\ i7. •J ` �Ja+�J/��.yp� -%i' 7 ��7 �7�7
v > / / .. II Id,/
.. ,. /.�' _ �.. ,• v>.- :.. p s
91
/• /..., �- �.'..I\ is' ,�,6:,9'4_Y ,/.: F ` i/ I t ^/lias YIlI , _ -
r _ IjdP 1.63
4tv,' I 1 I�,-7'7�' yy
•;°,:'TEND 60 CMP TO
- MH15 d\.,F'ILD _-SOY19
-757TNG D1\TCH,'.; ::- ..., FE23.27I 1 6 ' �^ �' / /
,•' : %/ - -�';\ �\ \i '/� •.�'�- 3 FE23.,� _ y \L\L7'Y7 y y77 ' q _b .. `\ y , pey
.y
PODID
' ;'�'�I r� ���'�� ' '1 I -�'y���'�''-3'' y���'' �'�''yy�'�'�-i'�''y���' � � •' DP � •7. '.,.'' � � "�� /\` 1 �t'.�� �?�{.�,yy
EXISTING 60 -CMP ��
POND DISCHARGE ---; I✓ s �� y �� 7� y�� Y.
�N
FROM THE COVES�I _ _�• I /` ..1.. �' y 'i'�' y-%i'\�,
�
fi..�.-^,• ....`'? .jv-i�' y�'�`'
^ay��V
Ili'I'I \ Fk
-77
:1 11.I .a , I' , \ 2\ y y7 -7 �I 7 7 y� , �'Ei... : E�� , \ '..\` _ _ _ -•. "- -
��/,O� 1 \.....`� �-- ! � / •y T ... FEY.` '. \, �'7'Y y7'�I/7 y�yy�y �'Y � ___ � ____ .l
N/F THE COVES AT NEWPORT.•;'Il'`i' LLC
D.B. 1 151 PG. 29Q';.lt.' 7 y I�I y- I y
NCPIN 63381166219'/.'!.
`ti� ..- - \\ �7 y� y It1 F24a y.. �I`�t y�l�
SEE ANNEX.
TOWN OF NEWP,�_ -Y: D
ROBERTS. wyrEY41Ft
,'
".�./ ,/'^1 r , \ .•��-•� \� `, ..�\\ ��'y -�J �' - 255�� FF24.s2 j •��fi ` i7�(r',��
i , SR•t \ \
1 ry, , ... , 1 Tsx2]3 , •''. iEY].4Y m `.: n : 6 .�`.e F 2
DIS
PIPING
SCHEDULE
PIPE #1
DIAMETER
LENGTH
SLOPE
1
12 A-2009
157
0.40%
2
18'A-2060
269
0.40%
3
24 'A-2000
250
0.25%
4
24'A-2000
197
0.25%
5
30 A-2000
181
0.25%
6
30"A-2000
63
7
30'A-2000
127
0.30%
8
30 A-2000
61
0.30%
9
18"A-2000
248
0.25
10
18 A- 000
144
0.38%
11
18'A-2000
104
0.40%
12
18 A-2000
60
0.40%
13
24A-2000
61
0.25%
14
24"A- 000
72
0.4
15
24 A-2000
84
0.50%
16
15'A-2000
85
0.25%
17
30 A-2000
180
0.25%
18
30"A-20 0
268
0.25%
19
24 A-2000
122
0.25%
20
12 A-2000
33
0.25%
21
24 A-2000
50
0.25%
22
24 A-2000
65
0.25%
23
18"A-2000
168
0.25%
24
36"A-2000
110
.3 .
25
36 A-2000
196
0.35
26
3 A-2000
256
0.25%
27
18 A-2000
108
0.25%
28
30 A- 000
66
29
24 A-2000
190
0.25%
30
18 A-2000
159
0.25
31
12 A-2000
63
0.25%
32
12 A-2000
141
0.67%
33
30 'A-2000
10
0.25%
34
36 CMP
85
3.50
35
60 CMP
236
0.34
36
60 CMP
19
0.34%
7
MP
4
NAD 83/86 /�� NORTH
DROP INLET JUNCTION BOX
SCHEDULE SCHEDULE
1
25.67
22.60
2
26.60
21.98
3
27.58
20.90
4
26.28
20.27
5
25.23
19.77
6
24.52
20.36
7
24.52
20.56
8
24.95
20.85
9
25.60
21.00
10
24.31
19.31
11
24.00
.9.27
12
23.98
1 19.15
13
23.32
18.76
14
22.90
19.19
15
22.38
19.46
16
23.10
19.36
17
22.90
19.84
18
23.73
20.24
19
24.32
20.40
20
24.00
20.75
21
24.32
20.80
22
24.78
20.97
23
24.90
21.39
24
25.8t
22.81
25
27.07
22.19
ju $t
RIM
INVERT
1
25.25
20.67
2
24.09
20.36
3
24.00
19.69
4
24.97
20.14
5
27.25
21.24
6
27.50
21.66
7
23.50
18.56
STORMDRAIN MH
SCHEDULE
1
26.00
23.50
2
25.50
21.91
3
24.50
22.00
4
23.61
20.79
5
24.50
22.00
6
24.50
22.00
7
25.50
22.00
8
25.50
22.00
9
25.50
20.58
10
26.50
22.06
11
27.50
23.34
12
28.50
25.37
13
28.1
26.00
14
28.50
15
22-50
14.i6 a0d
22.50
14.
STORMWATER DATA
- `
' tell. / ,2 -2DDp h h ._ _ ' -- 1'� �.... � _ � \ \ <L y7
/, • t.][7t 33pp 2' ( 30LF t21"f-i000 11 - T -... - ' 11 n • ^\ \\ � t�y �7' 7 yy
� 1 i '• ' __ _� ♦\ '.., \ �\L� ��� \L�.� .�:'�' y��" � it*
h ` 7�,1J,, 7 y��,y ALL ROOF DRAINS MUST BE
". \ 76.5, '' \y'7 /91
D1 .- �... _ 2 y �� y�� �� y� TIED INTO STORMDRAIN SYSTEM
FF 25.0 �'%: �/� /--' .�' ,, y � �' y�� � .y��'� ��v y�� ��� �,-9V-7 7
/ 01 � x .. ... , •- .,� • ( ,y J .tt �h Y,,T „f •7 \\l ' .�-�' , ---�- y.�y.. ����'����'� yy�� �'
^g2 ' -�'-� y .�j.,( -- -- - ����';���I'' y �'��,�,/ y�`'�" SEE SHEET 12 FOR DETAILS
�' y77' � �I'al'y V754 4 y�'�' �'�
' � �� ,' .11�•1 1 �� �,. �'�'� i .ts .: , ,. '' i �\ -,. 'a , , \\ ��•. \ 7 'y7� �9 y �� y�� yy�� ��y
y
�-�'�' -�'�, y�`'��,, �,�, y �'� �'" • LEGEND
27.6 \ \ �� �i� y 7tjl y�t� y
\ �� y�� % y� � it y-7 ��1 y� � BLDG - ButtiDING MAX - MAXIMUM
?• w 'L .i,/ S: i': .�:f'�'�. i- // \�y , l,F[riiYl'i .+ s - \♦ \\ ` 77 7 y 7� 7� y -�' - -
f�� y� �� y �� y7 � BRIG BEARING NBL MINIMUM BUILDING LINE
�� %; OLE
CL - CENTERLINE MIN - MINIMUM
Tf7/�. y ` ' �(..�I/ y �I''i� �'�L' y-%�i1t,'`I, DR - DRIvE N/F - NOTNOW OR SCALE
FORMERLY
/2 iro �'�I! y7 �I, I%e �'�' �L y ,I� 7� y7y Of - DROP INLET NTS - 1�T TO SCALE
9Z-'-24 • '•' 4 ��' ' _ ` 2. ��l' 'i� y7'-� �V�7.�'-�'7'� y7� ' �'�'" DIP - DUCTILE IRON PIPE O.C. - ON CENTER
. \ -j�, �I ,1, yV EL - ELEVATION R - RADIUS
\\'... y�'�`I, RON ROD
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/{- •. , a \ ..'� \` \ . zt y� , y7 y �''i y y� EX EXISTING $OMI - STOR►QRAIN MANHOLE
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PROJECT tt: PM1906
DESIGN FILE #:1906/PM1906-CONSTRUCTION.dgn
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ONALD D. CULLIP ER P.E. 1 "= 60'

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WALL BELOW OVERFLOW STRUCTURE
85LF 36'CMP DISCHARGE
0 3.5% TO SDMH16/1
INLET
65LF 30"A-2000
WET DETENTION POND DESIGN DATA
DRAINAGE AREA = 693.300 SF
DESIGN IMPERVIOUS AREA = 519.975 SF
PERMANENT POOL
LENGTH
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SUMMARY
CHORD LENGTH
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-
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/FROM PERMANENT POOL CHORD DIRECTION
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E
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-
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SCALE:
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H: 1"- 20'
SHEET #5 OF 13
PROJECT #: PM1906
DESIGN FILE #:1906/PM1906-CONSTRUCTION.dgn
• 3.5%
-4"
OVERFLOW STRUCTURE
SCALE: 10- 5' (STRUCTURAL DESIGN BY OTHERS)
V Is
JAN 1 2 2011
Na I BY I DATE
2 I aT 11/3/1/ 1 M AGO INFO
3 6YT 1116111 1 OWO ADO INFO •2
WET DETENTION DETAILS
COMPASS LANDING
APARTMENT HOMES
NEWPORT, CARTERET COUNTY. NORTH CAROLINA
CLIENT:COMPASS LANDING APARTMENT HOMES,LLC DESIGNED:
ADDRESS:PO BOX 566 RDC
GREENVILLE, NC 27835 DRAWN:
RDC
PHONE:[phone] CHECKED:
RDC
3 STROUD ENGINEERING, P.A. APPROVED:
RDC
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557 DATE:
47-7479 LICENSE NO.C-0647 9/3/10
L SCALE:
O� DD.CUft P.E. 1 F,_ 30'
I

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//\Y
--
/
CENTIPEDE SOD ���;� '; I It II 'I II 'I ;1i/��
111V 1 II '1
FOREBAY DEEP POOLI�
/// I 11 1 i ''
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it
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__---__-___-------____ _-_____-'-_-_ ----- I IIII
-------------- '
1
i
SHALLOW\t.AND = 2.013 SF
r(81 SHRUBS) ------
MAIN BASIN DEEP POOL
SHALLOW WATER = 11'.935 SF--\
/r (484 PLANTS) %
---------------------------
/
1 � r
�Y I
� � I
\ I
1
SHEET 46 OF 13
PROJECT #: PM1906
DESIGN FILE #:1906/PM1906-CONSTRUCTION.dgn
WETLAND PLANT RECOMMENDATIONS
SHALLOW WATER
BOTANICAL NAME COMMON NAME
SHALLOW LAND
BOTANICAL NAME COMMON NAME
/ HERBACEOUS PLANTS HERBACEOUS PLANTS
ACORUS SUBCORDATUM SWEETFLAG ASCLEPIAS INCARNATA SWAMP MILKWEED
ALISMA SUBCORDATUM WATER PLANTAIN CAREX TENERA QUILL SEDGE
HYDROLEA OUADRIVALVIS WATERPOD CHELONE GLABRA WHITE TURTLEHEAD
IRIS VIRGINICA BLUE FLAG IRIS EUPATORIADELPHUS DUBIUS DWARF JOE PYE WEED
JUNCOS EFFUSUS VAR. PYLAEI OR SOLUTUS SOFT RUSH EUPATORIADELPHUS FISTULOSUS JOE PYE WEED
O LUDWIGIA SPP. PRIMROSE WILLOW EUPATORIADELPHUS MACULATUS SPOTTED TRUMPETWEED
PELTANDRA VIRGINICA ARROW ARUM HIBISCUS COCCINEUS SCARLET ROSE MALLOW
I PONTEDERIA CORDATA PICKERELWEED HIBISCUS LAEVIS HALBERDLEAF ROSEMALLOW
SAGITTARIA LATIFOLIA DUCK POTATO KOSTELETZKYA VIRGINICA SEASHORE MALLOW
SAGITTARIA LANCIFOLIA BULLTONGUE LOBELIA CARDINALIS CARDINAL FLOWER
SAURURUS CERNUUS LIZARD'S TAIL LOBELIA ELONGATA LONGLEAF LOBELIA
SCHOENOPLECTUS TABERNAEMONTANI SOFT STEM BULRUSH LOBELIA SIPHILITICA GREAT BLUE LOBELIA
SCHOENOPLECTUS AMERICANUS THREE-SOUARE BULRUSH RHYNCHOSPORA COLORATA STARRUSH WHITETOP
SCHOENOPLECTUS PUNGENS VAR. PUNGENS SACCHARUM BALOWINII NARROW PLUMEGRASS
SCIRPUS CYPERI NUS WOOLGRASS
ZIZANIOPSIS MILIACEA GIANT CUTGRASS SHRUBS
ARONIA ARBUTIFOLIA RED CHOKEBERRY
I CEPHALANTHUS OCCIDENTALIS COMMON BUTTONBUSH
1� CLETHRA ALNIFOLIA SWEET PEPPERBUSH
CORNUS AMOMUM SILKY DOGWOOD
CYRILLA RACEMIFLORA TITI
GORDONIA LASIANTHUS LOBLOLLY BAY
HYPERICUM DENSIFLORUMBUSITY ST. JOHNSWORT
ILEX OECIDUAS POSSUMHAW
LEGEND ILEX GLABRA INKBERRY
ITEA VIRGINICA VIRGINIA SWEETSPIRE
ROSA PALUSTRIS SWAMP ROSE
I I VACCINIUM CRASSIFOLIUM CREEPING BLUEBERRY
S SHALLOW WATER PLANTS VIBURNUM NUDUM VAR. NUDUM POSSUMHAW
1�
I
SHALLOW LAND PLANTS
® CENTIPEDE SOD
i�IJA
v
GENERAL NOTES:
MINIMUM PLANT MATERIAL OUANTITIES AND PLANT SIZES PER
200 SF OF SHALLOW WATER:
1. 50 HERBACEOUS PLANTS AT LEAST 4 CUBIC -INCH CONTAINER
= 484 HERBACEOUS PLANTS (AS SHOWN ON DETENTION POND LANDSCAPE PLAN)
MINIMUM PLANT MATERIAL OUANTITIES AND PLANT SIZES PER
200 SF OF SHALLOW LAND:
2. 50 HERBACEOUS PLANTS AT LEAST 4 CUBIC -INCH CONTAINER
= 504 HERBACEOUS PLANTS. OR
3. 8 SHRUBS OF AT LEAST 1-GALLON CONTAINER
= 81 SHRUBS (AS SHOWN ON DETENTION POND LANDSCAPE PLAN)
OVERFLOW 1 . TOPSOIL FROM THE SITE WILL BE SPREAD ACROSS THE SHALLOW WATER
AND SHALLOW LAND ZONES PRIOR TO PLACEMENT OF PLANTS.
DEVICE 2. SHRUBS SHOULD BE PLANTED IN CLUMPS TO FORM 'LANDSCAPE ISLANDS'
RATHER THAN EVENLY SPACED. THE ISLANDS SHOULD BE A MINIMUM OF
6' APART.
3. NO SHRUBS SHOULD BE PLANTED WITHIN 10 FEET OF THE INLET OR OUTLET
PIPES.
SOIL SPECIFICATIONS
SOILS USED WITHIN A STORMWATER BW MUST ADHERE TO THE FOLLOWING REQUIREMENTS:
1. THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES. STUMPS, ROOTS. OR OTHER
SIMILAR MATERIAL GREATER THAN 2 INCHES.
2. SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND,
WITH NO MORE THAN 10% CLAY (USDA SOIL TEXTURAL CLASSIFICATION).
3. A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT FOR AREAS PLANTED WITH WOODY
SPECIES AND 5% FOR TURF AREAS.
4. THE PH SHOULD BE BETWEEN 5.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE,
IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO
LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL
PRIOR TO USE.
5. TOPSOIL STOCKPILE LOCATION (IF USING ON -SITE SOILS) OR SOURCE OF TOPSOIL IF
IMPORTEO TO THE SITE. SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BW
FACILITY.
PLANTING SPECIFICATIONS:
1. FOR EROSION CONTROL PLANTING AND BANK STABILIZATION (UPLAND AREA) FOLLOW EROSION
CONTROL SEEDING SCHEDULE.
2. UTILIZE A 90-DAY SLOW RELEASE FERTILIZER TABLET FOR PLANTS.
3. PLACE 3 OR 4 INCHES OF DUALITY TOPSOIL TO THE SHALLOW LAND AND SHALLOW WATER REGIONS.
THE PROJECT CAN UTILIZE THE EXISTING TOPSOIL BY STOCK PILING ON SITE AND AMENDING SOIL
AS NECESSARY BASED ON SOIL ANALYSIS RESULTS.
4. THE DETENTION POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION. CONSIDER
CONSTRUCTION SEQUENCING SO THAT
PLANTS CAN BE PLANTED AND THE POND CAN BE BROUGHT ONLINE WITHIN 14 DAYS.
Doll/ ■■■■■■
PLANTING SEASONSt
TREES/SHRUBS.........................00TOBER TO JUNE
HERBACEOUS PLANTS (SHALLOW LAND) ..... OCTOBER TO JUNE
HERBACEOUS PLANTS (SHALLOW WATER) .... APRIL TO JUNE (RECOMMENDED)
MID-SEPTEMBER TO MID-OCTOBER
GRASSES..............................YEAR ROUND
PLANTING OUT OF SEASON IS NOT RECOMMENDED. IF CONSTRUCTION SCHEDULE
AND PLANTING SCHEDULE DO NOT CORRESPOND, STABILIZE BANKS (UPLAND AREA
AND SHALLOW LAND) WITH APPROPRIATE TEMPORARY COVER CROP AND EROSION
CONTROL MATTING UNTIL APPROPRIATE PLANTING SEASON.
PLANTS SHOULD BE INSTALLED AS LARGE DRIFTS (I.E. MASSES OF A SINGLE
SPECI E) WI THI N THEIR RESPECTIVE PLANTING AREA. OVERLAPPING OR WEAVING
OF THE PLANTING AREA EDGES IS RECOMMENDED.
VEGETATION SCHEDULE
SO FT IN
PLANT
' PLANTS OF
WETLAND AREA
WETLAND
CATEGORY
CATEGORY IN
AREA
WETLAND AREA
SHALLOW WATER
2.013
HERBACEOUS PLANTS
484
SHALLOW LAND
1,935
SHRUBS
81
TOTAL
3.948
1
565
PLANT REQUIREMENTS:
1. SELECT PLANTS FROM THE WETLAND PLANT LIST ABOVE.
2. A MINIMUM OF THREE (3),DIVERSE SPECIES OF SHALLOW WATER EMERGENT
AND SHALLOW LAND HERBACEOUS VEGETATION.
3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REOUIREMENTS
FOR PLANT SURVIVAL/REPLACEMENT. AT THE END OF THE FIRST YEAR
AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY PERIOD, ALL
PLANTS THAT DO NOT SURVIVE MUST BE REPLACED.
4. THE DESIGN FOR PLANTINGS SHALL MINIMIZE THE NEED FOR HERBICIDES,
FERTI LI ZERS, PESTI CI DES, OR SOIL AMENDMENTS AT ANY TI ME BEFORE,
DURING AND AFTER CONSTRUCTION AND ON A LONG TERM BASIS. PLANTINGS
SHALL BE DESIGNED TO MI NI MI ZE THE NEED FOR MOWING, PRUNING AND
IRRIGATION.
5. PLANT MATERIAL SHOULD BE PURCHASED FROM A SIMILAR PROVENANCE OR
LOCAL SOURCE TO ENSURE SURVIVABILITY,
ALL PLANTS SHALL BE DIRECTLY DESCENDED FROM INDIVIDUALS GROWING WILD
WITHIN 100 MILES OF THE PROJECT SITE. IF SUITABLE STOCK CANNOT BE OBTAINED,
PLANTS OF OTHER GENETIC PROVENANCE MAY BE UTILIZED WITH THE APPROVAL OF
THE LOCAL REGULATORY AGENCY.
IRRIGATION MAY BE NECESSARY FOR SHALLOW LAND AND WATER ZONES IF PROLONGED
DROUGHT DRAWS WATER LEVELS 6' OR MORE BELOW NORMAL POOL DURING THE FIRST
SUMMER FOLLOWING PLANT INSTALLATION.
DO NOT PLANT CATTAILS. CATTAILS, ALTHOUGH A WETLAND PLANT, PROVIDE A HAVEN
FOR MDSOUITOES AND WILL TAKE OVER AND CROWD OUT OTHER VITAL VEGETATION.
JAN 1 2 Z01i
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