20160328 Ver 1_Site Plan_20160401

KINDSco,
Lq
COOPER
ABS =
w >;
0
LONA
ells �i
*ORTHINGTC
a.
HO D 64.65
24°" INV. 62.10
15°" INV. 62.71
C4
FES#1A _1-0
VICINITY MAP
THE OF SEED AND FERTILIZER, AND THE RATES OF APPLfCA71 Ok
DURINGOF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW,
OF OVERLAPPINGDATES,
�+
USED " R
LIME. .. ........ ........ ......... .2 TONS,'`AC
10-10-20, ... ...................... .1 ,000 LES /AC
0-20-0 . ...... ....... ... ....... .... .... 500 LBS /AC
STRAW MULCH. .............. .2 TONS/AC (AFTER SEE[ NG)
ASPHALT TACK, 200 GAL/TON OF M;1LCH
JANUARY 1-DECEMBEIR 31
MAINTENANCE
1, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING
RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK, NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.
STORM DRAINAGE
ABS =
IN. 63 oa
SEWER
--
ells �i
I PE DATA
BC =
HO D 64.65
24°" INV. 62.10
15°" INV. 62.71
NO D 65.55
INV. 62.85
FES#1A _1-0
CB#1
- 116LF
15"
RCP
0
0.25%
CB#1 TO
CB#2
- 28LF
15"
RCP
@
0.50%
CB#1 TO CB#23
MH# 15
- 182LF
24"
RCP
0
0.30%
CB#23 TO
CB#5
- 182LF
24"
RCP
@
0.30%
CB#5 TO
CB#4
- 66LF
24"
RCP
0
0.44%
CB#4 TO
CB#3
- 28LF
24"
RCP
@
0.68%
CB#8 TO
CB#7
- 3OLF
15"
RCP
0
0.33%
CB#7 TO
CB#6
- 140LF
18"
RCP
@
0.30%®
CB#6 TO
i1B#3
- 115LF
18"
RCP
0
0,37%
CB#3 TO
FES#2
-- 32LF
24"
RCP
@
0.41
MAINTENANCE
1, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING
RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK, NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.
INV. 61.37 INV. 6'.47
CB23
HO D 64.95
INV. 61.55
INSTALL INLET PROTECTION AROUND ALL
DROP IINLETS AND CATCH BASINS
IMMEDIATELY-"}FTER CONSTRUCTION
5 10DRAIN
ESMT? 2
ABS =
IN. 63 oa
SEWER
I EV 60.39
ells �i
N 66 6.526., E
BC =
HO D 64.65
24°" INV. 62.10
15°" INV. 62.71
NO D 65.55
INV. 62.85
NO Q 64.21
INV. 60.52
HO D X4.21
INV. FE, T.71
ICID 64.44
INV. 61.05
hCdt} 164.55
INV. 60.95
CB9D7
6- 6e T
4 0 3 � `��•
BLOW OFF
SECTIONS
64.96
HO 64,96
CATCH BASIN
CLD =
INV. 61.37 INV. 6'.47
CB23
HO D 64.95
INV. 61.55
INSTALL INLET PROTECTION AROUND ALL
DROP IINLETS AND CATCH BASINS
IMMEDIATELY-"}FTER CONSTRUCTION
WATERLINE
- SS
SRIF® 62.46
INV=54 40
m
G
�03
LnB
c 63 02
z o
e,
5 10DRAIN
ESMT? 2
ABS =
SANITARY
SEWER
Ex Ztt
ells �i
N 66 6.526., E
BC =
HOUSE
LENGTHS
SIZES & GRADES
2
BUILDING CORNER
`
\ CE DITCH IS
PROPERTY LINE -( 7 c
pPt
. �(`'�'` 5.
6- 6e T
4 0 3 � `��•
BLOW OFF
SECTIONS
2
& 3
CATCH BASIN
CLD =
CENTERLINE DITCH
MH# 14
TO
MH# 15
- 253LF
10"
SANITARY
SEWER
0
0,28%
MH#15
TO
MH#16
- 252LF
10"
SANITARY
SEWER
0
Oi 28%
MH#16
TO
MH#17
- 252LF
10"
SANITARY
SEWER
@
0,28%
MH# 1 7
TO
MH# 18
- 183LF
10"
SANITARY
SEWER
@
0.28%
MH# 18
TO
MH# 19
- 183LF
10"
SANITARY
SEWER
@
0,28%
MH#19
TO
MH#20 -
132LF
10"
SANITARY
SEWER
@
0,28%
MH# 19
TO
MH#21
- 393LF
10"
SANITARY
SEWER
@
0.28%
MH#21
TO
MH#22
- 229LF
8"
SANITARY
SEWER
@
0,40%
EX. 6" PVC
WATERLINE
- SS
SRIF® 62.46
INV=54 40
m
G
�03
LnB
c 63 02
z o
e,
5' UTILITY AND DRAINAGE EASEMENT
I
"62.9
vcFrtLp
z A 'Rr^HOU,
SHRUB --
6` 5Y }
PUBLIC
(60' R/W 32' 6/8 PUBLIC)
R/W
TYPICALTIMI
DRAINAGEE
DE`TAIL
N.T.S.
EX, SSMH
RIM=62.40
INV=47.97(PUMP STATION)
NV=52.35
EX. 6" SnN. SEWERLiNE �
-W-W- _ w WK
• S S SPH yY4
CLOD=62.21 S S SSR
=54.77 RIM=64
INV=57.
R- 10 ;)
RE IDNTI
NDS
i SECTION
_MB 36, PG 115 I
S 72°48'58" E
74'41'59 E 1-L } -23.86' I
97.52° S 82°14'34" E SS
1.
54.90' 11 RI =5.
7 }
`"' - ' _ � 5°57`09 E
-TOTAL AREA IN TRACT (SECTIONS 2&3) . . ®17.773 ACRES
NUMBER OF LOTS CREATED (SECTIONS &3). . . . . . . 49
LINEAR FEET IN STREETS (SECTIONS 2&3). . . . .2,474 LF
AREA IN STREET R/W (SECTIONS 2&3) . , , ° 3.589 ACRES
AREA IN OPEN SPACE (SECTIONS _2&3). . . ° .24,593 S.F.
ZONING CLASSIFICATION . . . . . ° . . ° ° ° . .R10 -CU
AREA IN PARKS, RECREATION AREA
AND THE LIKE . . . , . ° . . . . . . . . . . . . . 0
AVERAGE LOT SIZE ° . . . . . . . . . . . 11,937 S®F.
N
S 47'2-'41 " E
5 10DRAIN
ESMT? 2
ABS =
ACRYLONITRILE -BUTADIENE -STYRENE
76'00'01
17,57'
Ex Ztt
ells �i
N 66 6.526., E
BC =
HOUSE
IN 7V18'42" E
R /
! 216.97'
(� PC 62
2
BUILDING CORNER
`
\ CE DITCH IS
PROPERTY LINE -( 7 c
pPt
. �(`'�'` 5.
6- 6e T
4 0 3 � `��•
BLOW OFF
5' UTILITY AND DRAINAGE EASEMENT
I
"62.9
vcFrtLp
z A 'Rr^HOU,
SHRUB --
6` 5Y }
PUBLIC
(60' R/W 32' 6/8 PUBLIC)
R/W
TYPICALTIMI
DRAINAGEE
DE`TAIL
N.T.S.
EX, SSMH
RIM=62.40
INV=47.97(PUMP STATION)
NV=52.35
EX. 6" SnN. SEWERLiNE �
-W-W- _ w WK
• S S SPH yY4
CLOD=62.21 S S SSR
=54.77 RIM=64
INV=57.
R- 10 ;)
RE IDNTI
NDS
i SECTION
_MB 36, PG 115 I
S 72°48'58" E
74'41'59 E 1-L } -23.86' I
97.52° S 82°14'34" E SS
1.
54.90' 11 RI =5.
7 }
`"' - ' _ � 5°57`09 E
-TOTAL AREA IN TRACT (SECTIONS 2&3) . . ®17.773 ACRES
NUMBER OF LOTS CREATED (SECTIONS &3). . . . . . . 49
LINEAR FEET IN STREETS (SECTIONS 2&3). . . . .2,474 LF
AREA IN STREET R/W (SECTIONS 2&3) . , , ° 3.589 ACRES
AREA IN OPEN SPACE (SECTIONS _2&3). . . ° .24,593 S.F.
ZONING CLASSIFICATION . . . . . ° . . ° ° ° . .R10 -CU
AREA IN PARKS, RECREATION AREA
AND THE LIKE . . . , . ° . . . . . . . . . . . . . 0
AVERAGE LOT SIZE ° . . . . . . . . . . . 11,937 S®F.
N
S 47'2-'41 " E
5Q# TALL FESCUE 2, SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT � 9 56' FES FLARED END SECTION
5 CENTIPEDE BECOMES 0.5 FEET DEEP. (1 } „ s. 60'' \`\\ s, _ N 36 15`57" E FFE
FINISHED FLOOR ELEVATION
50 PENSACOLA PAHIAGRA S 3, ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, '` -1 ( 1 } N 6 A 1'086 4 � - - pax ` 3 -1 2 S.F 8 \
-m , - \ - x -, 18,78' FII = FIRE HYDRANT
AND MULCHED ACCORDING TO THE SPECIFICATIONS IN THE: VEGETATIVE ; -1` - 11 � � \ 44` � s ° 60 s a3 �_ � ` \ � � � FM = FORCE MAIN
500# FERTILIZER �t 64 �, �,,, ERs PP s 36®15'57" W
40QQ LIMESTONE 11 20��3,5i s.Fs46 1� FO =FIBER OPT
�. N 4'02 54" "�� c7� I cm C�
PLAN TO MAINTAIN A, VIGOROUS, DENSE VEGETATIVE COVER, l { } 19.23' s tj- �tPl 43:05"
4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED s 6 �3`� i\'12,111
GV =GATE VALVE
C41��` 6 N 55°30'14 4 tt�.'- �� S.F. ASSEF� TEMPORARY CLASS A" _ \ Nv=5z3'1� Ext 15" CMP GYE = GYE WIRE
UPON COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADES. �G 1 1.37"6 6®^ 4' -STONE CONSTRUCTION IP
35" 6 3g3 X4.6 cs cs�a s _ a 07®54 58 E INV = INVERT
5. DENUDED SLOPES MUST BE PROVIDED WITH GROUND COVER SUFFICIENT (1 } _ 73.65 ENTRANCE/EXIT
JUNCTION BOX
1 166 S F. x
SLOPES 2:1 LOCATIONS: N 6621 ' 1@0' � , � � �, � � ��C� � � � _ x �. 5 ,s4 JB
TO RESTRAIN EROSION WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS 85.11 ,, c' ,� �}�)� 4• �\ - LP = LIGHT POLE
J - 1 FOLLOWING COMPLETION OF ANY PHASE OF DEVELOPMENT, N 6.3'28'36 E = �; A Q, -s�•� EX. 60 CMP
X1,1 S.F. MB = MAIL BOX
"" 57`. \ $"µ-g. C.31 - \YsdV \:7 `..3 ` 8'I
75# TALL FESCUE / 27.17' 6 1 �n ep11,757 S.F. 1 06 � � 814 4 _
MBL =MINIMUM BUILDING LINE
52'57'01 E 1 Q 9 _ rl ii MH = MANHOLE
50# PENSACOLA DAHIAGRASS - , 4.86'
_ r x _INV=53.36
62. 4'�° �t1`.' �� �� 95.07 � , S O9°09'57®` E MHW = MEAN HIGH WATER.
500# FERTILIZER (153) a 66 ( 1 3 _
6 x �4' X11,264 S.F: _ �\a 90.25' PROPOSED TURNLANE MP = METAL PIPE
Al PP =POWER POLE
° s3s 's x„ PAVEMENT SECTION PH = PUMP HOUSE
400Q LIMESTONE 6 4 a. `RC1" 0% - 1,.a �� 00 � 1 "
52
.x N ,� 1.604 S FI: t 4� e �s 1 65x7 1 x � 3' CA 9C0 B PVC = POLYVINYL CHLORIDE
5 p I U 1 1,7 §3 5.F �. RCP = REINFORCED CONCRETE PIPE
O e� ,2 o 1-1 /2'" S9.5A
1� "'c�to,Coc S.F. °fj' R/W = RIGHT--OF-WAY
(152} N 46'45'11 E 1 ' 8 ,� -- -- `� - 1 SDMH= STORM DRAINAGE MANHOLE
. 113.05'6 0� "B4 5 661`1 x 094134' w '`
a5 12;72 S.F. 68 100.93 ..O ::c-_
SIP = PIPE
s s 6 10,000 S.FA 6 Q x l 5 oSPKN= SET PARKER KALON NAIL
ERRS= SET RAILROAD SPIKE
- 5 e / ra \ 4 I �0 0 `: 03 N E
X6,s N ci,a,300 SF. , SS = SEWER SERVICE12,5y. , a
SSMH= MANHOLE
RESIDENTIAL ��� �' 56
e� 1 SW = SIDEWALK
COOPERS TB � 4�VIj � TOP OF RANI T
r. � x � -o.: C OPO ONLY::.
IT g
ii
,4
x
e
f 1t7 36 S.F. TI�MH
� '� � TELEPHONE MH
SECTION 3 _ � .� A
12 478 S.I °i�
"
e,;, � r x TPED - TELEPHONE 7 P 1 151
e� , : .s°", � < �1� x H E PED;ESTaL
M B 3, G 32 � � ---1
C ) . , ,, � TRANS= ;
ELECTRICAL TRANSFORMER
S 10'27'45" E VG = VALLEY GUTTER
50' NEUSE RIVED 64 7 �°. �� 10.13$.F.R
\ � 3 4 95.1
RIPARIAN BUFF\ 6 p Q Q WDL = WOOD LINE
ER N 38 56'0 2 E6U 4 ` c9 p r �,.
- =1 ` - F 4 WM = WATER METER BOX
97.42,. ', �,�• �:, ;' �' ,'
/ M�{,ss 1
,, � ASS ME3LY
5 13,138 S.F. N. EIP x
WP- = WETLAND POINT
WV = WAITER VALVE
N 27`51'53" E s. caS° 10'x70' SIGHT 'o S 83`26`32 W NTS = NOT TO CAL
-- 1 1 1 .86' ` `s o 1 1 TRIANGLE TVP}! 1� i
17 -
E
q a N' 69.4 °$ 59 x x 5 28 229LF DITCH NOT TO SCALE
147 1 6 X7.3 1
1 ) _ C ) 11
C 1 1 ,640 S.F, a i 69
^. 0 0,52 �; � = CLASS :B STONE APRON
1 1Q \ c�
--- ( ) _ _.- . � �� TEE
146 ( } !
14 __ \`13 448 S.F. _
( ) �, - .ar 7 CONSTRUCTION ENTRANCE EXIT
► - N 49`32 0o E w G ENTRANCE/
EXIT - 1 .� � 6� 0 � -Ex. BARN , ,
2 � \ 14,3 S.F. , �} � v: ,,' ° _ ,
RI NEUSE RIVER 4 f �° °� 17 03 F LIMITS OF CONSTRUCTION
RIPARIAN BUFFER0.92 � � r ,� { }� \ \, �, . � s.. ,. ' _ __-�-- (OrCI R f 32 f D PIJLiO
S 84 58 35 E ,, x6 a s T _ RESIDENTIAL }
` T 143,76 5 N �tTIAL �- =DRAINAGE EASEMENT
< 87'57'10„ E �' � eq -_ -- j ~a -t. OVERHEAD
256.35 12,956 a.F. x _ _ LI UTILITIES TYP -
1 8 9 00 E 3 o T y 7,66 191.30 128,00 Bt�.00 n ( ) RIPARIAN BUFFER
4 PP
'Q \ a
6 _
65.0 _. 22.1.7 Y , �
.... _ 1\3 0 - _ t _ � T `�' �' DB 946 PG 435 EX. ,� RCP = 'SIGHT TRIANGLE
N 1
LS 6i.�.9 F, --. 62.- _ ... - �. � ... � , e � I 812 i :.
x6'2 x x � �� '
.3 T _ . F- P
. .. 150.55 71.02 , ., _:51..68 �, � -� as 60.9 -� s7 22.14 , 1 FE 67.82 _ INV 57,57 SIGN EASEMENT
65-2 \... ..., ; 50.05 s 3 INV=55.57 4 m
ss 2 3 '7 67.99 0.01 0,0,
�� t$ _ a sM "673 5. fr,
108.35 'I � � � � '' =CONCRETE LINED DITCH
tat
I i2
~WOODED 0
TOWN OF WINTERVILLE PROPOSED 10'
DB 2803, PG 192 WATERLINE EASEMENT
zis
2-45' BENDS
PROPOSED 5'
PEDESTRIAN ACCESS
EASEMENT
1
40
65.0
ITSOF CONSTRUCTIONuj 12.03 ^'r. E \12,953 S.F. /` e 64.2 I 8
1 6 1 x °a 88 80.00 80,00 x i� x
n x , 1 e a S� O: BE MUCKED- T 6 PVC ATER INE PP
j --------
L 1 = ZONING
T , NCE(TYP) 14 635 F, 3>c, ( c a 1 _.._.._ _ a- CLASSIFICATION
_I- ';. , � 1 ca � , `a ca FILLED W/ SELECT MATERIAL as I ri . ' �-�.-
r , t,a S.F. aJ 66 rtv
x 63�LO 1 ,92 F. o \ css 1, 95% COMPACTION REQUIRE �Ilk
7 6 , 11 014 S.F. - s co
r \ x I x cri c.IA
u 1C3,93'S.F. C) cn 1 Qi
1,1 , E S.F. ?a - "� ^� r ced 11 CI p'
s
t� S °, ST AER $ Ix I x x x SIP
= a s T $x 66.5 X10123 S.F. ��5
42 C? ti ' �WETLA D �r 64.5 f 1{,348.. N c> \ : r 105 S.F. F- h,SEE DETAIL B1 /. r
ds 5. 6 2 3 ea �y, .., ;
�. fr T - BASIN t3 \ l 1 B� / 20.00
FH r FN � fa2
a
I
c, i M x
I
5 x � x
t ... 9.6 68.7
9 8 `� ASSEMBLY 6.
4} r
w.4 M LY 0
A E B 6 � ,--
B4
to <
O. .. V �
� � a � x � IN 6
0 16 .,0
80 �.. � s.4
54SF
cel
.00 .� ,
. ^ FE 66.24 �` 18.7 ' `?- "` 4: � J �, � �6.s ' 0 0.00 8x.04?
cr I
ram - ? IP x:. f
� . MH22 �, � t �/ � � i - ' �-« EX. 15 CMP t 1,
Y
11 0 25.0 X.0
1 x c1� L � _. SPKN LOCATED AT INTERSECTION OF
S X30 5 1 - N 89 53 57 W __ . .. .. N - Ck I
S MH1 MH2O / � 7u o�- J oC.50
i
EX. DITCH CiLt} TAR RD. NGSR 1700 I
FE 6 ,58 S 5 c®Nc. sIDEWAL ,p � 12 .4&' ' x r 7(, 4 � r. 623.53 69.4 S 88 21 41 W
64 _ 64 H 5 E !
(� 0.30 ti x xLAURIE ELLIS F2D:(NCSR 1713) M..�n ,.� �,„..,.,.�,,..�,;
4� FE 6 .72 CB23(. 9 S 6 0,50 65:.33 Cr 6s 295.01'S 61 1 6 3 W pmt 1.-• C
` � _ 6. FE 64,3 4. C r, /DE ,fir 1IR,
X1.00 x i 60.4 ,'
�, Y r 91 0 x 6 I 8 loll TING
13,72 ,:F. _ fJ 65.5 g 1 6 Q �a
_ 91.0 ;; i i r .- �, ,, �---~
s PVC 0 , . ,AR
_ w1
1>< A 96
,.T TER \, 1.00 g1.00' •
[�R�BED �-15�.9�0 .
o - -- TOa BE MUCKED OU �c 91 .00' , O l
FILLED W SELECT MATERIAL 6" " TEE a A 12,568 8.F. ti 1
� ^^` 11,166 S,F. �' 2 � c� % 9f.C}0 AGRICULTURAL -ct
REVISED: 02-18-16 TOW
o C 0 2 8 21 95% COMPACTION REQUIRED 2-6 GV- � _"""` ®- � - � 67 3 � ,re �70 , 2� (TOWN OF WINTERVILLE COMMENTS tNRW
10,010 S.F. 10,0 10 S.F. o ::.... 6 _ a . 1 I' eEa r }l
10,010 S.F. 10,010 a,F. o % 1 REVISED TIE-IN OF EXISTING WATERLINE
1 -
EASEMENT20 t5 _ 68 U- DBT 30, PG 214
00"Q, 610,010 s.F MB 61, PG 102 S ON PROPOSED WATERLINE
14 00` x'5,.3 - 6a .0,010 S.F 10,010 S.F. 13,794 S. ', u1 ,
ADJUSTED
tis cxa ESTATE FILE. -349 INVERTS AND 'SLOPE
BEND
94-,00' 1_ ea a , 66 z 10,010 S F, c,_oes e
7 91 0 x �...
L ITE: 0 1 c .s s7.°
ONSTRUC ION a 91 66 sx .. �a 16 (TOWNT
T B MUCKED our � 66.6 E'.4 -= 66 , x F � '-- � �- � REVISED:
VER WINTERVILLE COMMEN S N W
^ o E-- e 6 PQQ 67 :o 171 °52° 5.73-, - TIED INTO EXISTING WATERLINE ON LAURIE ELLIS ROAD
r FILLED W/ SELECT MATERIAL ` - N 87 05'39" W _�
ADDED NOTE TO GENERAL NOTES
6 j.2 6 6'
1088.92' EX. DITCH ° s8 3 se o sg jj ,/0 2 ADDED STORM PIPE & DRAINAGE EASEMENT
t 959 COMPACTION REQUIRED �� 6 s� s s' r 4 IP
` r,_o 9 xsa.s s8 ADDED TEMPORARY CONSTRUCTION EASEMENT
M" x68'5
PRO
10°x10'
T DRIVERD ,,/, UTILITY SEDPEASEMENT
ROLANKA > 100° 50' c} 100' 200° 300°
(60' R/W 32' B/B PUBLIC) MATTING 6' > - \
� by
CUT-"IN
�Fi"I G.V6."'x6" TEE S -,ADED AREA IS STORMWATER ._._ -_. �'� 'l .__. --
- \ GRAPHIC SCALE: 1' - 100'
m,.-,NAGEMENT POND EASEMENT ZONE 1
" " 50' NEUSE RIVER
6 Pik, Iu E!P RIPARIAN DUFFER 30'
c 11' R �, SHEET 1 OF 2 PARCEL X76195
�\------- _ _T x I I TAX MAP 674--97-3734
�- EPKN `` 1. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FL.`� D
' g HAZARDOUS AREA AS DETERMINED BY THE FEDERA'i- EMERGENCY --- _ - ZONE 1 IMPACT n
q rp MANAGEMENT AGENCY. REFERENCE: FIRM 37204674,0 _ (252 S.F.)\ zBROOKFIELD
�qLT R W FIRM 3720468400 J DATED JAN, 2, 2004. ZONE IMPACT -
T -------_ a � °�I°eea°��
�(1^ 2. ALL AREAS CALCULATED BY COORDINATE GEOME R"` (168 S.F.) t�
(7 3. WATER D SEWER SUPPLY TO BE PROVIDED BY -HE TOWN OF � �q�e��CW``...... 1118//6p®fR® � �FSECTIONS
TI S
l , WINTERVILLE. (INSTALLED BY DEVELOPER)
20, Ib6 J
0 TFj0 4, ELECTRICAL SUPPLY TO BE PROVIDED BY THE TOWN OF ' q p T, REFERENCIA: BEING A PORTION OF THE PROPERTY DESCRIBED IN DEED
ZONE 2 '� c £ BOOK 3188, "PAGE 526 OF THE PITT COUNTY REGISTER OF DEEDS
WINTERVILLE. S L
5. ALL PROPOSED UTILITIES TO BE UNDERGROUND, } " ' 4324WINTERVILLE, WINTERVILLE TfW�I�FII( �I' ���i1 N.C.
6. EROSION CONTROL PLAN IS REQUIRED. ' - 4 / s®�A 4� '
7. RECREATION AREA REQUIREMENTS WILL BE SATISFIE,) WITH FEES
RATHER THAN DEDICATION OF ACTUAL RECREATION AREA: 61
� �®f6jP/ff ,'i,",I�i� I E� L
8, ANNEXATION IS NOT REQUIRED. �tPA L���°� ®V1/NEP :
9. A 5' UTILITY AND DRAINAGE EASEMENT WILL BE RF:,73ERVED INSIDE ALL t9llli{i4t ADDRESS: P.O. BOX 606
PROPERTY LINES. DETAIL) - �- GREENILLE, NG 2735
10. ALL LOTS SHALL HAVE A MIN. 80' WIDTH AT THE = ..ATTED MBL. ` ` PHONE: [phone]
(MBL CANNOT BE MOVED BACK ANY FURTHER THAI`+ TMnCE THE MBL f f
[HA
TE: AN EROSION CONTROL PLAN 4,: PR0VAL SPECIFIED FOR THIS ZONING DISTRICT.) S ALREADY BEEN ISSUED FOR TWT- PROJECT. � 11. DRY DETENTION BASIN, BACKYARD DRAINAGE SWALE`� AND ALL COMMON ° LICENSE
• " . ' C-3491 DESIGNED: IP APPROVED: MWBIIP ;
AREAS TO BE MAINTAINED BY HOA. BUFFER IMPACT ZONES DETAIL B1 Consultants, PA DRAWN: NRW/JGG DATE: 3123%16
ENGINEERING - SU NG PLMNING
SCALE: 1 °' = 20' 1700-D EAST ARLINGTON BOULEVARD
CHECKED: MWB/EP SCALE: 1 " = 100'
GREE LLE, NC 27858 252.756,1390
LEGEND
ABS =
ACRYLONITRILE -BUTADIENE -STYRENE
BB =
BOTTOM OF BANK
B/B =
BACK OF CURB TO BACK OF CURB
BC =
BACK OF CURB
BFE =
BASE FLOOD ELEVATION
BLD =
BUILDING CORNER
BM =
BENCH MARK
BO =
BLOW OFF
CAN =
CABLE TELEVISION BOX
CB =
CATCH BASIN
CLD =
CENTERLINE DITCH
CLP =
CENTERLINE PATH
CLR =
CENTERLINE ROAD
CMP =
CORRUGATED METAL PIPE
CPP =
CORRUGATED PLASTIC PIPE
DI =
DROP INLET
DIP =
DUCTILE IRON PIPE
DW =
DRIVEWAY
EIA =
EXISTING IRON AXLE
EIP =
EXISTING IRON PIPE
EIS =
EXISTING IRON STAKE
ELM =
ELECTRIC METER BOX
ELMH=
ELECTRIC MANHOLE
EP =
EDGE OF PAVEMENT
EPKN=
EXISTING PARKER KALON NAIL
ERRS=
EXISTING RAILROAD SPIKE
5Q# TALL FESCUE 2, SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT � 9 56' FES FLARED END SECTION
5 CENTIPEDE BECOMES 0.5 FEET DEEP. (1 } „ s. 60'' \`\\ s, _ N 36 15`57" E FFE
FINISHED FLOOR ELEVATION
50 PENSACOLA PAHIAGRA S 3, ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, '` -1 ( 1 } N 6 A 1'086 4 � - - pax ` 3 -1 2 S.F 8 \
-m , - \ - x -, 18,78' FII = FIRE HYDRANT
AND MULCHED ACCORDING TO THE SPECIFICATIONS IN THE: VEGETATIVE ; -1` - 11 � � \ 44` � s ° 60 s a3 �_ � ` \ � � � FM = FORCE MAIN
500# FERTILIZER �t 64 �, �,,, ERs PP s 36®15'57" W
40QQ LIMESTONE 11 20��3,5i s.Fs46 1� FO =FIBER OPT
�. N 4'02 54" "�� c7� I cm C�
PLAN TO MAINTAIN A, VIGOROUS, DENSE VEGETATIVE COVER, l { } 19.23' s tj- �tPl 43:05"
4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED s 6 �3`� i\'12,111
GV =GATE VALVE
C41��` 6 N 55°30'14 4 tt�.'- �� S.F. ASSEF� TEMPORARY CLASS A" _ \ Nv=5z3'1� Ext 15" CMP GYE = GYE WIRE
UPON COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADES. �G 1 1.37"6 6®^ 4' -STONE CONSTRUCTION IP
35" 6 3g3 X4.6 cs cs�a s _ a 07®54 58 E INV = INVERT
5. DENUDED SLOPES MUST BE PROVIDED WITH GROUND COVER SUFFICIENT (1 } _ 73.65 ENTRANCE/EXIT
JUNCTION BOX
1 166 S F. x
SLOPES 2:1 LOCATIONS: N 6621 ' 1@0' � , � � �, � � ��C� � � � _ x �. 5 ,s4 JB
TO RESTRAIN EROSION WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS 85.11 ,, c' ,� �}�)� 4• �\ - LP = LIGHT POLE
J - 1 FOLLOWING COMPLETION OF ANY PHASE OF DEVELOPMENT, N 6.3'28'36 E = �; A Q, -s�•� EX. 60 CMP
X1,1 S.F. MB = MAIL BOX
"" 57`. \ $"µ-g. C.31 - \YsdV \:7 `..3 ` 8'I
75# TALL FESCUE / 27.17' 6 1 �n ep11,757 S.F. 1 06 � � 814 4 _
MBL =MINIMUM BUILDING LINE
52'57'01 E 1 Q 9 _ rl ii MH = MANHOLE
50# PENSACOLA DAHIAGRASS - , 4.86'
_ r x _INV=53.36
62. 4'�° �t1`.' �� �� 95.07 � , S O9°09'57®` E MHW = MEAN HIGH WATER.
500# FERTILIZER (153) a 66 ( 1 3 _
6 x �4' X11,264 S.F: _ �\a 90.25' PROPOSED TURNLANE MP = METAL PIPE
Al PP =POWER POLE
° s3s 's x„ PAVEMENT SECTION PH = PUMP HOUSE
400Q LIMESTONE 6 4 a. `RC1" 0% - 1,.a �� 00 � 1 "
52
.x N ,� 1.604 S FI: t 4� e �s 1 65x7 1 x � 3' CA 9C0 B PVC = POLYVINYL CHLORIDE
5 p I U 1 1,7 §3 5.F �. RCP = REINFORCED CONCRETE PIPE
O e� ,2 o 1-1 /2'" S9.5A
1� "'c�to,Coc S.F. °fj' R/W = RIGHT--OF-WAY
(152} N 46'45'11 E 1 ' 8 ,� -- -- `� - 1 SDMH= STORM DRAINAGE MANHOLE
. 113.05'6 0� "B4 5 661`1 x 094134' w '`
a5 12;72 S.F. 68 100.93 ..O ::c-_
SIP = PIPE
s s 6 10,000 S.FA 6 Q x l 5 oSPKN= SET PARKER KALON NAIL
ERRS= SET RAILROAD SPIKE
- 5 e / ra \ 4 I �0 0 `: 03 N E
X6,s N ci,a,300 SF. , SS = SEWER SERVICE12,5y. , a
SSMH= MANHOLE
RESIDENTIAL ��� �' 56
e� 1 SW = SIDEWALK
COOPERS TB � 4�VIj � TOP OF RANI T
r. � x � -o.: C OPO ONLY::.
IT g
ii
,4
x
e
f 1t7 36 S.F. TI�MH
� '� � TELEPHONE MH
SECTION 3 _ � .� A
12 478 S.I °i�
"
e,;, � r x TPED - TELEPHONE 7 P 1 151
e� , : .s°", � < �1� x H E PED;ESTaL
M B 3, G 32 � � ---1
C ) . , ,, � TRANS= ;
ELECTRICAL TRANSFORMER
S 10'27'45" E VG = VALLEY GUTTER
50' NEUSE RIVED 64 7 �°. �� 10.13$.F.R
\ � 3 4 95.1
RIPARIAN BUFF\ 6 p Q Q WDL = WOOD LINE
ER N 38 56'0 2 E6U 4 ` c9 p r �,.
- =1 ` - F 4 WM = WATER METER BOX
97.42,. ', �,�• �:, ;' �' ,'
/ M�{,ss 1
,, � ASS ME3LY
5 13,138 S.F. N. EIP x
WP- = WETLAND POINT
WV = WAITER VALVE
N 27`51'53" E s. caS° 10'x70' SIGHT 'o S 83`26`32 W NTS = NOT TO CAL
-- 1 1 1 .86' ` `s o 1 1 TRIANGLE TVP}! 1� i
17 -
E
q a N' 69.4 °$ 59 x x 5 28 229LF DITCH NOT TO SCALE
147 1 6 X7.3 1
1 ) _ C ) 11
C 1 1 ,640 S.F, a i 69
^. 0 0,52 �; � = CLASS :B STONE APRON
1 1Q \ c�
--- ( ) _ _.- . � �� TEE
146 ( } !
14 __ \`13 448 S.F. _
( ) �, - .ar 7 CONSTRUCTION ENTRANCE EXIT
► - N 49`32 0o E w G ENTRANCE/
EXIT - 1 .� � 6� 0 � -Ex. BARN , ,
2 � \ 14,3 S.F. , �} � v: ,,' ° _ ,
RI NEUSE RIVER 4 f �° °� 17 03 F LIMITS OF CONSTRUCTION
RIPARIAN BUFFER0.92 � � r ,� { }� \ \, �, . � s.. ,. ' _ __-�-- (OrCI R f 32 f D PIJLiO
S 84 58 35 E ,, x6 a s T _ RESIDENTIAL }
` T 143,76 5 N �tTIAL �- =DRAINAGE EASEMENT
< 87'57'10„ E �' � eq -_ -- j ~a -t. OVERHEAD
256.35 12,956 a.F. x _ _ LI UTILITIES TYP -
1 8 9 00 E 3 o T y 7,66 191.30 128,00 Bt�.00 n ( ) RIPARIAN BUFFER
4 PP
'Q \ a
6 _
65.0 _. 22.1.7 Y , �
.... _ 1\3 0 - _ t _ � T `�' �' DB 946 PG 435 EX. ,� RCP = 'SIGHT TRIANGLE
N 1
LS 6i.�.9 F, --. 62.- _ ... - �. � ... � , e � I 812 i :.
x6'2 x x � �� '
.3 T _ . F- P
. .. 150.55 71.02 , ., _:51..68 �, � -� as 60.9 -� s7 22.14 , 1 FE 67.82 _ INV 57,57 SIGN EASEMENT
65-2 \... ..., ; 50.05 s 3 INV=55.57 4 m
ss 2 3 '7 67.99 0.01 0,0,
�� t$ _ a sM "673 5. fr,
108.35 'I � � � � '' =CONCRETE LINED DITCH
tat
I i2
~WOODED 0
TOWN OF WINTERVILLE PROPOSED 10'
DB 2803, PG 192 WATERLINE EASEMENT
zis
2-45' BENDS
PROPOSED 5'
PEDESTRIAN ACCESS
EASEMENT
1
40
65.0
ITSOF CONSTRUCTIONuj 12.03 ^'r. E \12,953 S.F. /` e 64.2 I 8
1 6 1 x °a 88 80.00 80,00 x i� x
n x , 1 e a S� O: BE MUCKED- T 6 PVC ATER INE PP
j --------
L 1 = ZONING
T , NCE(TYP) 14 635 F, 3>c, ( c a 1 _.._.._ _ a- CLASSIFICATION
_I- ';. , � 1 ca � , `a ca FILLED W/ SELECT MATERIAL as I ri . ' �-�.-
r , t,a S.F. aJ 66 rtv
x 63�LO 1 ,92 F. o \ css 1, 95% COMPACTION REQUIRE �Ilk
7 6 , 11 014 S.F. - s co
r \ x I x cri c.IA
u 1C3,93'S.F. C) cn 1 Qi
1,1 , E S.F. ?a - "� ^� r ced 11 CI p'
s
t� S °, ST AER $ Ix I x x x SIP
= a s T $x 66.5 X10123 S.F. ��5
42 C? ti ' �WETLA D �r 64.5 f 1{,348.. N c> \ : r 105 S.F. F- h,SEE DETAIL B1 /. r
ds 5. 6 2 3 ea �y, .., ;
�. fr T - BASIN t3 \ l 1 B� / 20.00
FH r FN � fa2
a
I
c, i M x
I
5 x � x
t ... 9.6 68.7
9 8 `� ASSEMBLY 6.
4} r
w.4 M LY 0
A E B 6 � ,--
B4
to <
O. .. V �
� � a � x � IN 6
0 16 .,0
80 �.. � s.4
54SF
cel
.00 .� ,
. ^ FE 66.24 �` 18.7 ' `?- "` 4: � J �, � �6.s ' 0 0.00 8x.04?
cr I
ram - ? IP x:. f
� . MH22 �, � t �/ � � i - ' �-« EX. 15 CMP t 1,
Y
11 0 25.0 X.0
1 x c1� L � _. SPKN LOCATED AT INTERSECTION OF
S X30 5 1 - N 89 53 57 W __ . .. .. N - Ck I
S MH1 MH2O / � 7u o�- J oC.50
i
EX. DITCH CiLt} TAR RD. NGSR 1700 I
FE 6 ,58 S 5 c®Nc. sIDEWAL ,p � 12 .4&' ' x r 7(, 4 � r. 623.53 69.4 S 88 21 41 W
64 _ 64 H 5 E !
(� 0.30 ti x xLAURIE ELLIS F2D:(NCSR 1713) M..�n ,.� �,„..,.,.�,,..�,;
4� FE 6 .72 CB23(. 9 S 6 0,50 65:.33 Cr 6s 295.01'S 61 1 6 3 W pmt 1.-• C
` � _ 6. FE 64,3 4. C r, /DE ,fir 1IR,
X1.00 x i 60.4 ,'
�, Y r 91 0 x 6 I 8 loll TING
13,72 ,:F. _ fJ 65.5 g 1 6 Q �a
_ 91.0 ;; i i r .- �, ,, �---~
s PVC 0 , . ,AR
_ w1
1>< A 96
,.T TER \, 1.00 g1.00' •
[�R�BED �-15�.9�0 .
o - -- TOa BE MUCKED OU �c 91 .00' , O l
FILLED W SELECT MATERIAL 6" " TEE a A 12,568 8.F. ti 1
� ^^` 11,166 S,F. �' 2 � c� % 9f.C}0 AGRICULTURAL -ct
REVISED: 02-18-16 TOW
o C 0 2 8 21 95% COMPACTION REQUIRED 2-6 GV- � _"""` ®- � - � 67 3 � ,re �70 , 2� (TOWN OF WINTERVILLE COMMENTS tNRW
10,010 S.F. 10,0 10 S.F. o ::.... 6 _ a . 1 I' eEa r }l
10,010 S.F. 10,010 a,F. o % 1 REVISED TIE-IN OF EXISTING WATERLINE
1 -
EASEMENT20 t5 _ 68 U- DBT 30, PG 214
00"Q, 610,010 s.F MB 61, PG 102 S ON PROPOSED WATERLINE
14 00` x'5,.3 - 6a .0,010 S.F 10,010 S.F. 13,794 S. ', u1 ,
ADJUSTED
tis cxa ESTATE FILE. -349 INVERTS AND 'SLOPE
BEND
94-,00' 1_ ea a , 66 z 10,010 S F, c,_oes e
7 91 0 x �...
L ITE: 0 1 c .s s7.°
ONSTRUC ION a 91 66 sx .. �a 16 (TOWNT
T B MUCKED our � 66.6 E'.4 -= 66 , x F � '-- � �- � REVISED:
VER WINTERVILLE COMMEN S N W
^ o E-- e 6 PQQ 67 :o 171 °52° 5.73-, - TIED INTO EXISTING WATERLINE ON LAURIE ELLIS ROAD
r FILLED W/ SELECT MATERIAL ` - N 87 05'39" W _�
ADDED NOTE TO GENERAL NOTES
6 j.2 6 6'
1088.92' EX. DITCH ° s8 3 se o sg jj ,/0 2 ADDED STORM PIPE & DRAINAGE EASEMENT
t 959 COMPACTION REQUIRED �� 6 s� s s' r 4 IP
` r,_o 9 xsa.s s8 ADDED TEMPORARY CONSTRUCTION EASEMENT
M" x68'5
PRO
10°x10'
T DRIVERD ,,/, UTILITY SEDPEASEMENT
ROLANKA > 100° 50' c} 100' 200° 300°
(60' R/W 32' B/B PUBLIC) MATTING 6' > - \
� by
CUT-"IN
�Fi"I G.V6."'x6" TEE S -,ADED AREA IS STORMWATER ._._ -_. �'� 'l .__. --
- \ GRAPHIC SCALE: 1' - 100'
m,.-,NAGEMENT POND EASEMENT ZONE 1
" " 50' NEUSE RIVER
6 Pik, Iu E!P RIPARIAN DUFFER 30'
c 11' R �, SHEET 1 OF 2 PARCEL X76195
�\------- _ _T x I I TAX MAP 674--97-3734
�- EPKN `` 1. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FL.`� D
' g HAZARDOUS AREA AS DETERMINED BY THE FEDERA'i- EMERGENCY --- _ - ZONE 1 IMPACT n
q rp MANAGEMENT AGENCY. REFERENCE: FIRM 37204674,0 _ (252 S.F.)\ zBROOKFIELD
�qLT R W FIRM 3720468400 J DATED JAN, 2, 2004. ZONE IMPACT -
T -------_ a � °�I°eea°��
�(1^ 2. ALL AREAS CALCULATED BY COORDINATE GEOME R"` (168 S.F.) t�
(7 3. WATER D SEWER SUPPLY TO BE PROVIDED BY -HE TOWN OF � �q�e��CW``...... 1118//6p®fR® � �FSECTIONS
TI S
l , WINTERVILLE. (INSTALLED BY DEVELOPER)
20, Ib6 J
0 TFj0 4, ELECTRICAL SUPPLY TO BE PROVIDED BY THE TOWN OF ' q p T, REFERENCIA: BEING A PORTION OF THE PROPERTY DESCRIBED IN DEED
ZONE 2 '� c £ BOOK 3188, "PAGE 526 OF THE PITT COUNTY REGISTER OF DEEDS
WINTERVILLE. S L
5. ALL PROPOSED UTILITIES TO BE UNDERGROUND, } " ' 4324WINTERVILLE, WINTERVILLE TfW�I�FII( �I' ���i1 N.C.
6. EROSION CONTROL PLAN IS REQUIRED. ' - 4 / s®�A 4� '
7. RECREATION AREA REQUIREMENTS WILL BE SATISFIE,) WITH FEES
RATHER THAN DEDICATION OF ACTUAL RECREATION AREA: 61
� �®f6jP/ff ,'i,",I�i� I E� L
8, ANNEXATION IS NOT REQUIRED. �tPA L���°� ®V1/NEP :
9. A 5' UTILITY AND DRAINAGE EASEMENT WILL BE RF:,73ERVED INSIDE ALL t9llli{i4t ADDRESS: P.O. BOX 606
PROPERTY LINES. DETAIL) - �- GREENILLE, NG 2735
10. ALL LOTS SHALL HAVE A MIN. 80' WIDTH AT THE = ..ATTED MBL. ` ` PHONE: [phone]
(MBL CANNOT BE MOVED BACK ANY FURTHER THAI`+ TMnCE THE MBL f f
[HA
TE: AN EROSION CONTROL PLAN 4,: PR0VAL SPECIFIED FOR THIS ZONING DISTRICT.) S ALREADY BEEN ISSUED FOR TWT- PROJECT. � 11. DRY DETENTION BASIN, BACKYARD DRAINAGE SWALE`� AND ALL COMMON ° LICENSE
• " . ' C-3491 DESIGNED: IP APPROVED: MWBIIP ;
AREAS TO BE MAINTAINED BY HOA. BUFFER IMPACT ZONES DETAIL B1 Consultants, PA DRAWN: NRW/JGG DATE: 3123%16
ENGINEERING - SU NG PLMNING
SCALE: 1 °' = 20' 1700-D EAST ARLINGTON BOULEVARD
CHECKED: MWB/EP SCALE: 1 " = 100'
GREE LLE, NC 27858 252.756,1390

STORMWATER WETLAND BLSI2
SCALE: 1 20'
6. INSTALL WETLANDS VEGETATION PER SPECIFICATIONS WETLANDS,
7. PERMANENT SEED BANKS AND SLOPES OF BERM AND AREA.
8. ADJUST SPACING OF LANDSCAPING TREES AND SHRUBS AS RE(',ARED TO PREVENT PLANTING
WITHIN THE 20' EMERGENCY GRASS SPILLWAY FOR POND.
MAINTENANCE PLAN
FREQUENCY - INSPECTION ACTIVITIES
AFTER CONSTRUCTION
- INSPECT AFTER SEVERAL STORM EVENTS FOR BANK STABILIF", VEGETATION GROWTH,
DRAINAGE SYSTEM FUNCTIONING, AND STRUCTURAL DAMAGE.
SEMI-ANNUAL INSPECTION
- INSPECT FOR INVASIVE VEGETATION, DIFFERENTIAL SETTLEMENT, CRACKING; EROSION,
LEAKAGE, OR TREE GROWTH ON THE EMBANKMENT-,- THE CONDh , 9N OF THE RIPRAP IN THE
INLET, ROLANKA MATTING IN THE OUTLET, AND PILOT CHANNELf- SEDIMENT ACCUMULATION IN
THE BASIN; CLOGGING OF OUTLET; AND THE VIGOR AND DENSIT / OF THE VEGETATION ON THE
BASIN SIDE SLOPES AND FLOOR. CORRECT OBSERVED PROBLEM' AS NECESSARY
—NOTE SIGNS OF HYDROCARBON BUILDUP SUCH AS FLOATING .`L_ ON WATER SURFACE.
- INSPECT FOR DAMAGE TO THE EMBANKMENT AND INLET/OUT �:_T STRUCTURES. REPAIR AS
NECESSARY.
—MONITOR FOR SEDIMENT ACCUMULATION IN THE FACILITY AND :-OREBAY.
-EXAMINE INLET AND OUTLET DEVICES TO ENSURE !HEY ARE > -EE OF DEBRIS AND ARE
OPERATIONAL.
FREQUENCY - MAINTENANCE ACTIVITIES
ONE-TIME
-REPLACE WETLAND VEGETATION 70 MAINTAIN AT LEAST 507. 0.- SURFACE AREA COVERAGE IN
WETLAND PLANTS AFTER THE SECOND GROWING SEASON.
AS NEEDED MAINTENANCE
—REPAIR UNDERCUT AREAS, EROSION TO BANKS, AND BOTTOM -'•,S REQUIRED. WHERE
PERMITTED BY THE DEPARTMENT OF FISH AND GAME OR OTHER AGENCY REGULATIONS, STOCK
CONSTRUCTED WETLANDS REGULARLY W17-1-1 MOSQUITO FISH (GAi+,13USIA SPP.) TO ENHANCE
NATURAL MOSQUITO AND MIDGE CONTROL.
FREQUENT (3 TO 4 TIMES PER YEAR)
—CLEAN AND REMOVE DEBRIS FROM INLET AND OUTLET STRUCI,)RES.
-MOW SIDE SLOPES AND REMOVE GRASS CLIPPINGS, REMOVE , ?TER AND DEBRIS FROM
BANKS, BASIN BOTTOM, TRASH RACKS, OUTLET STRUCTURES, A,',) VALVES AS REQUIRED,
ANNUAL MAINTENANCE (IF NEEDED)
—SUPPLEMENT WETLAND PLANTS IF A SIGNIFICANT PORTION HA;, E NOT ESTABLISHED (AT LEAST
507� OF THE SURFACE AREA).
—REMOVE NUISANCE PLANT SPECIES,
—CLEAN FOREBAY TO AVOID ACCUMULATION IN MAIN WETLAND 4 -'SEA TO MINIMIZE WHEN THE
MAIN WETLAND AREA NEEDS TO BE CLEANED,
—HARVEST PLANT SPECIES IF VEGETATION BECOMES 7-00 THICK CAUSING FLOW BACKUP AND
FLOODING. MORE FREQUENT PLANT HARVESTING MAY BE REQUI, uD BY LOCAL VECTOR CONTROL
AGENCIES.
—FERTILIZE NEW VEGETATION ONE TIME ONL11. THE OWNER 511A,__ NOT FERTILIZE VEGETATION
AFTER THE INITIAL OCCURRENCE.
2,5"X2.5" HOT DIPPED
GALVANIZED ANGLE
(TYP. 4 PLACES)
24" WEIR ELEV. 61,64
PROPOSED -
36" SWHDPE
#4 DOWELS -
12" O.C.
T
-11
15LOGn
ALL
STAINLESS STEEL BOLT
'ITH NUT AND WASHER (TYP)
Y2" NUT &
2" WASHER
BAR GRATE---,
5'-0"
3,_8"
2 4 " I
,,,-TRASH GRATE TOP OF CRATE 63,89
F= 8" BLOCK WALL
PROPOSED
36" SWHDPE
F L 0 "*'1
36" SW.HDPE INV, 60.39
STEPS
---SEDIMENT TRAP
P" AREA
BOTTOM 58.89
CONCRETE SLAB_,MINIMUM 3
r1nNjrPr7TP rn\lpp
I ALUMINUM OR HOT
DIPPED GALVANIZED BAR
GRATE
1�
W/ CAP AND
2-1/4" ORIFICE
8" BLOCK
WALL
"
0-6 I— 6'
8" CONCRETE SLAB
#
4 BAR 12 0. C.
8" MIN, 0'- 6 0'-61p-1
BOTH WAYS
OUTLE7 CONTROL STRUCTURE
NOT TO SCALE
2.5"X2.5" HOT
DIPPED
GALVANIZED
ANGLE
8" BLOCK
WALL
4"X4" TEE
W/ CAP
4" PVC INV. 60.39'
BACKFILL
OVER
STORMWATER WETLAND PLANTING SPECIFICATION FOR CONSTRUCTEL" WETLAND
VC
1.
ALL HERBACEOUS PLANTS WITHIN THE WETLAND PROPER (SHALLOW W,,!- _ER AND SHALLOW LAND
CONTROL STRUCTURE
4" PVC
SKIMMER
ZONES) SHALL BE INSTALLED BETWEEN MARCH 15 AND JULY 31.
TEMPORARY HORSESHOE
2,
UNLESS OTHERWISE DESIGNATED, PLANTS SHOULD BE INSTALLED As L -'.BGE DRIFTS (I.E.,
END OF
PROJECT AND
MASSES OF A SINGLE SPECIES) WITHIN THEIR RESPECTIVE PLANTING AEAS,
1
INSTALL A SLOW RELEASE FERTILIZER TABLET NEXT TO EACH PLANT W 7H/N THE WETLAND
SANITARY TEE
PROPER. FOR HERBACEOUS SPECIES USE AG SAFE AQUATIC -TABS 2v-10-5, 90 DAY
CONTINUOUS FEEDING, 5 GRAMS, OR EQUIVALENT. FOR TREES AND S -RUBS USE AGRIFRO&I
36" SWHDPE
FLOW ---------
20-10-5 PLUS MINORS PLANTING TABLETS, 2 YEAR SLOW RELEASE C-7 EQUIVALENT,
61.64
4,
ALL PLANTS SHALL BE DIRECTLY DESCENDED FROM INDIVIDUALS GROIN `',JG WILD WITHIN 200
�PERMANENT
MILES OF THE PROJECT SITE. IF SUITABLE STOCK CANNOT BE OBTAINE0, PLANTS OF OTHER
57 STONE
GENETIC PROVENANCES MAY BE UTILIZED WITH THE APPROVAL OF THE OWNER OR OWNER'S
E
REPRESENTATIVE.
q
5,
PLANT MATERIAL SHOULD CONFORM TO AMERICAN STANDARD NURSERY STOCK, PUBLISHED BYT
THE AMERICAN ASSOCIATION OF NURSERYMEN.
�2
6.
ALL PLANT MATERIAL TO BE CONTAINER GROWN PLANTS OF AT LEAST 4.0 CUBIC INCHES
0
CAPACITY
N
7.
A MINIMUM OF TEN (10) DIFFERENT SPECIES, TOTAL OF WHICH FIVE `5) ARE EMERGENT
C�
SPECIES WITH NO MORE THAN 30,7 OF A SINGLE SPECIES.
ELEV.
8A.
RECOMMENDED PLANTS FOR PERMANENT SHALLOW WATER (3"-6- DEE,:,).
PLANTS SHOULD BE OF EACH SPECIES AND PLANTED IN A NATURAL FLOWING ARRANGEMENT,
A.ACORUS SUBCORDATUM (SWEET FLAG)
B.PELTANDRA VIRGINICA (ARROW ARUM)
C,SAGIT7ARIA LATIFOLIA (DUCK POTATO)
D.PONTEDERIA CORDATA (PICKEREL WEED)
CY
3:
SURFACE AREA: A = 5,780 SF
TOTAL NUMBER OF PLANTS SPACED AT 24" O.C: = 1,450
0
U_
8B.
RECOMMENDED PLANTS FOR SHALLOW LAND < J" DEEP TO TEMPORAF` POOL ELEVATION.
PLANTS SHOULD BE OF EACH SPECIES AND PLANTED IN A NATURAL F'_oWING ARRANGEMENT.
A. ASCLEPIAS INCARNATA (SWAMP MILKWEED)
B. LOBELIA CARDINALIS (CARDINAL FLOWER)
0
C. EURATORIADELPHUS FISTULOSUS (JOE PYEWEED)
SHALLOW LAND SURFACE AREA: A=5,01,9 SF
TOTAL NUMBER OF PLANTS SPACED AT 24" O,C_: = 1,500
w
8C.
RECOMMENDED PLANTS FOR DEEP POOL, 18" - 367.
11-
U_
A. LEMNA (DUCKWEED)
D
fa
B. NELUMBO LUTEA (AMERICAN LOTUS)
C. NUPHAR LUTEA (YELLOW POND -LILY)
Z
0
DEEP POOL NON-FOREBAY SURFACE AREAS: = 360 SF(EAj 1,440 SF
DEEP POOL FOREBAY SURFACE AREA: = 1,444 SF
Uj
TOTAL NUMBER OF PLANTS IN NON-FOREBAY, SPACED AT 24' ) C,: = 90(EA.) 360
TO TA L NUMBER OF PLANTS IN FOREBAY, SPACED AT 24" O.C.- = 361
0
_j
w
U_
CONSTRUCTED I) CONSTRUCTION SCHEDIJIF-
0
0
1-
CLEAR AND GRUB WETLAND AREA.
w
M
2.
EXCAVATE CONSTRUCTED WETLANDS AREA TO ROUGH ELEVATION STOCKFLE SOIL IN PROPOSED BERM
r -
AREA.
3.
INSTALL EROSION CONTROL MEASURES TO STABILIZE POND AREA.
r
0
4.
INSTALL OUTLET STRUCTURE,
V)
0
9
5.
WHEN SITE HAS BEEN STABILIZED WITH TEMPORARY SEEDING, CABC AN' CURB AND GUTTER,
'
-I
CLEAN SEDIMENT OUT OF WETLANDS BASIN AND PREPARE BASIN FOR �_NTING. CALL PITT
x
COUNTY PUBLIC UTILITY DEPARTMENT STORMWATER DEPARTMENT,
6. INSTALL WETLANDS VEGETATION PER SPECIFICATIONS WETLANDS,
7. PERMANENT SEED BANKS AND SLOPES OF BERM AND AREA.
8. ADJUST SPACING OF LANDSCAPING TREES AND SHRUBS AS RE(',ARED TO PREVENT PLANTING
WITHIN THE 20' EMERGENCY GRASS SPILLWAY FOR POND.
MAINTENANCE PLAN
FREQUENCY - INSPECTION ACTIVITIES
AFTER CONSTRUCTION
- INSPECT AFTER SEVERAL STORM EVENTS FOR BANK STABILIF", VEGETATION GROWTH,
DRAINAGE SYSTEM FUNCTIONING, AND STRUCTURAL DAMAGE.
SEMI-ANNUAL INSPECTION
- INSPECT FOR INVASIVE VEGETATION, DIFFERENTIAL SETTLEMENT, CRACKING; EROSION,
LEAKAGE, OR TREE GROWTH ON THE EMBANKMENT-,- THE CONDh , 9N OF THE RIPRAP IN THE
INLET, ROLANKA MATTING IN THE OUTLET, AND PILOT CHANNELf- SEDIMENT ACCUMULATION IN
THE BASIN; CLOGGING OF OUTLET; AND THE VIGOR AND DENSIT / OF THE VEGETATION ON THE
BASIN SIDE SLOPES AND FLOOR. CORRECT OBSERVED PROBLEM' AS NECESSARY
—NOTE SIGNS OF HYDROCARBON BUILDUP SUCH AS FLOATING .`L_ ON WATER SURFACE.
- INSPECT FOR DAMAGE TO THE EMBANKMENT AND INLET/OUT �:_T STRUCTURES. REPAIR AS
NECESSARY.
—MONITOR FOR SEDIMENT ACCUMULATION IN THE FACILITY AND :-OREBAY.
-EXAMINE INLET AND OUTLET DEVICES TO ENSURE !HEY ARE > -EE OF DEBRIS AND ARE
OPERATIONAL.
FREQUENCY - MAINTENANCE ACTIVITIES
ONE-TIME
-REPLACE WETLAND VEGETATION 70 MAINTAIN AT LEAST 507. 0.- SURFACE AREA COVERAGE IN
WETLAND PLANTS AFTER THE SECOND GROWING SEASON.
AS NEEDED MAINTENANCE
—REPAIR UNDERCUT AREAS, EROSION TO BANKS, AND BOTTOM -'•,S REQUIRED. WHERE
PERMITTED BY THE DEPARTMENT OF FISH AND GAME OR OTHER AGENCY REGULATIONS, STOCK
CONSTRUCTED WETLANDS REGULARLY W17-1-1 MOSQUITO FISH (GAi+,13USIA SPP.) TO ENHANCE
NATURAL MOSQUITO AND MIDGE CONTROL.
FREQUENT (3 TO 4 TIMES PER YEAR)
—CLEAN AND REMOVE DEBRIS FROM INLET AND OUTLET STRUCI,)RES.
-MOW SIDE SLOPES AND REMOVE GRASS CLIPPINGS, REMOVE , ?TER AND DEBRIS FROM
BANKS, BASIN BOTTOM, TRASH RACKS, OUTLET STRUCTURES, A,',) VALVES AS REQUIRED,
ANNUAL MAINTENANCE (IF NEEDED)
—SUPPLEMENT WETLAND PLANTS IF A SIGNIFICANT PORTION HA;, E NOT ESTABLISHED (AT LEAST
507� OF THE SURFACE AREA).
—REMOVE NUISANCE PLANT SPECIES,
—CLEAN FOREBAY TO AVOID ACCUMULATION IN MAIN WETLAND 4 -'SEA TO MINIMIZE WHEN THE
MAIN WETLAND AREA NEEDS TO BE CLEANED,
—HARVEST PLANT SPECIES IF VEGETATION BECOMES 7-00 THICK CAUSING FLOW BACKUP AND
FLOODING. MORE FREQUENT PLANT HARVESTING MAY BE REQUI, uD BY LOCAL VECTOR CONTROL
AGENCIES.
—FERTILIZE NEW VEGETATION ONE TIME ONL11. THE OWNER 511A,__ NOT FERTILIZE VEGETATION
AFTER THE INITIAL OCCURRENCE.
2,5"X2.5" HOT DIPPED
GALVANIZED ANGLE
(TYP. 4 PLACES)
24" WEIR ELEV. 61,64
PROPOSED -
36" SWHDPE
#4 DOWELS -
12" O.C.
T
-11
15LOGn
ALL
STAINLESS STEEL BOLT
'ITH NUT AND WASHER (TYP)
Y2" NUT &
2" WASHER
BAR GRATE---,
5'-0"
3,_8"
2 4 " I
,,,-TRASH GRATE TOP OF CRATE 63,89
F= 8" BLOCK WALL
PROPOSED
36" SWHDPE
F L 0 "*'1
36" SW.HDPE INV, 60.39
STEPS
---SEDIMENT TRAP
P" AREA
BOTTOM 58.89
CONCRETE SLAB_,MINIMUM 3
r1nNjrPr7TP rn\lpp
I ALUMINUM OR HOT
DIPPED GALVANIZED BAR
GRATE
1�
W/ CAP AND
2-1/4" ORIFICE
8" BLOCK
WALL
"
0-6 I— 6'
8" CONCRETE SLAB
#
4 BAR 12 0. C.
8" MIN, 0'- 6 0'-61p-1
BOTH WAYS
OUTLE7 CONTROL STRUCTURE
NOT TO SCALE
2.5"X2.5" HOT
DIPPED
GALVANIZED
ANGLE
8" BLOCK
WALL
4"X4" TEE
W/ CAP
4" PVC INV. 60.39'
BACKFILL
OVER
SHALLOW
VC
SHALLOW
SLOPE
3 PIPE
CONTROL STRUCTURE
4" PVC
SKIMMER
FAIRCLOTH
REMOVE AT
TEMPORARY HORSESHOE
VENT PIPE
e R lyl
END OF
PROJECT AND
ROCK CHECK DAM
VARIES
INSTALL
SANITARY TEE
36" SWHDPE
FLOW ---------
WATER
SURFACE 60 39'
61.64
TOP ELEVATION 62.64'
�PERMANENT
57 STONE
2
POOL ELEV, =
60.39
ELEV. 61 .64
E301TOM EL
57.39'
-MONITOR SEDIMENT ACCUMULATIONS, AND REMOVE SEDIMENT WHEN THE ACCUMULATED
SEDIMENT VOLUME EXCEEDS 10-207. OF THE BASIN VOLUME, PLANTS ARE "CHOKED" WITH
SEDIMENT, OR THE WETLAND BE -COMES EUTROPHIC, IT IS SUGGESTED THAT THE MAIN AREA BE
CLEANED ONE HALF AT A TIME WITH AT LEAST ONE GROWING SEASON IN BETWEEN CLEANINGS.
THIS WILL HELP TO PRESERVE THE VEGETATION AND ENABLE THE WETLAND TO RECOVER MORE
QUICKLY FROM THE CLEANING.
SEEDING AND MULCHING SCHEDULE PER ACRE THE KINDS OF SEED AND FERTILIZER, AND THE
RATES OF APPLICATION OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW.
DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE USED SHALL BE
DETERMINED BY THE ENGINEER.
LIME 2 Tons per Acre
10-10-20 1,000 LB per Acre
0-20-0 500 Lb er Acre
STRAW MULCH 2 TONSACAFTER SEEDING)
ASPHALT TACK 200 GA /W OF MULCH
JANUARY I -DECEMBER 31
50# Tall Fescue
5�t Centipede
5 Pensacola Bahiagrass
50M Fertilizer
40 # Limestone
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
JANUARY 1 -DECEMBER 31
70 Tall Fescue
50 Centipede
50og Fertilizer
400# Limestone
TEMPORARY SEEDING
"COOL SEASON" PLANTED BETWEEN 15 AUGUST AND 15 APRIL
120# RYE GRAIN (NO RYE GRASS)
"WARM SEASON" PLANTED BETWEEN 15 APRIL AND 15 AUGUST
55# GERMAN BROWN TOP OR FOX TAIL MILLET
Jiml
NOT TO SCALE
SHALLOW
LAND 3-1 MIN
_vARIES
QUATIC PLANTING
SHELF 6 FT MIN.
TEMPORARY HORSESHOE ROCK DAM
NOT TO SCALE
,-PVC VENT PIPE
PVC ORIFICE IDIPE PVC VENT PIPE
IA// s" n) A LuLj�- � E-0
— P)
SHALLOW
SHALLOW
VC
SHALLOW
3:1 MIN,
LAND
WATER
DEEP POOL
WATER
VENT PIPE
e R lyl
VARIES
IVC
VARIES
VARIES
VARIES
w TEMP POOL ELEV.
=
61.64
�PERMANENT
POOL ELEV, =
60.39
ELEV. 61 .64
ELEV.
60.39
ELEV.
59.891
5�7_39
Jiml
NOT TO SCALE
SHALLOW
LAND 3-1 MIN
_vARIES
QUATIC PLANTING
SHELF 6 FT MIN.
TEMPORARY HORSESHOE ROCK DAM
NOT TO SCALE
,-PVC VENT PIPE
PVC ORIFICE IDIPE PVC VENT PIPE
IA// s" n) A LuLj�- � E-0
— P)
PVC TEE—
PVC ELBOW
' (TYP)
Typ'
WATER SURFACE
PSCPIPE WITH
DIA
HOLES
#A" DIA HOLES -PVC TEE
(3 ROWS - 8)
ARVC M 0$,VMBLY
PARM ASSEMBLY
PVC PIPE
FLEXIBLE PIPE
ISOMETRIC VIEW ENE VIEW SIDE VIEW
NOTE: ALL PIPE PVC SCHEDULE 40
TEMPORARY FAIRCLOTH SKIMMER DEWATERING DEVICE
NOT TO SCALE
\A C A R
0
fir
S S
0
EA$Lj'
43249,
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�1
P A1I w\0
BEFORE YOU DIG .....
N" &,110" 041t -01,U 0t4,V1,, Imo,
Call 72 Hours Before You Dig!
1-800-632-4-949
SHEET 2 OF 2
STORMWATER WETLAND BASIN DETAILS
BROOKFIELD-
SECTIONS 2 & 3 1
REFERENCE:-BEIIIG A PORTION OF THE PROPERTY DESCRIBED IN DEED
BOOK 3188, PAGE 526 OF THE PITT COUNTY REGISTER OF DEEDS
WINTERVILLE, WINTERVILLE TOWNSHIP, PITT COUNTY, N.C.
OWNER- COOPER ISLAND DEVELOPMENT, LLC
ADDRESS:P.O. 13OX 606
GREENVILLE, NC 27835
PHONE: [phone]
DESIGNED: IP APPROVEMIP
e gall
g
NRW/JGG DATE: 2/09/16
. ..........
D:
C KE /IP SCAVIIILE: AS NOTED
HEC MWB
AP
VC
ELBOW
IYP)l
_ND
CAP
IVC
VENT PIPE
e R lyl
ASSEMBLY
IVC
PIPE
PVC TEE—
PVC ELBOW
' (TYP)
Typ'
WATER SURFACE
PSCPIPE WITH
DIA
HOLES
#A" DIA HOLES -PVC TEE
(3 ROWS - 8)
ARVC M 0$,VMBLY
PARM ASSEMBLY
PVC PIPE
FLEXIBLE PIPE
ISOMETRIC VIEW ENE VIEW SIDE VIEW
NOTE: ALL PIPE PVC SCHEDULE 40
TEMPORARY FAIRCLOTH SKIMMER DEWATERING DEVICE
NOT TO SCALE
\A C A R
0
fir
S S
0
EA$Lj'
43249,
w 16
L
�1
P A1I w\0
BEFORE YOU DIG .....
N" &,110" 041t -01,U 0t4,V1,, Imo,
Call 72 Hours Before You Dig!
1-800-632-4-949
SHEET 2 OF 2
STORMWATER WETLAND BASIN DETAILS
BROOKFIELD-
SECTIONS 2 & 3 1
REFERENCE:-BEIIIG A PORTION OF THE PROPERTY DESCRIBED IN DEED
BOOK 3188, PAGE 526 OF THE PITT COUNTY REGISTER OF DEEDS
WINTERVILLE, WINTERVILLE TOWNSHIP, PITT COUNTY, N.C.
OWNER- COOPER ISLAND DEVELOPMENT, LLC
ADDRESS:P.O. 13OX 606
GREENVILLE, NC 27835
PHONE: [phone]
DESIGNED: IP APPROVEMIP
e gall
g
NRW/JGG DATE: 2/09/16
. ..........
D:
C KE /IP SCAVIIILE: AS NOTED
HEC MWB