84-09 NC Wildlife Resources Comission

SHT. NO.
ID# 060687101 CODE: 40609 ITEMS: 4G16
ASTORIA LANDING, JAMESVILLE, NC
CAROLINA BEACH, NC
MOREHEAD
CEDAR ISLAND, NC
S C H E D U L E O F D R A W I N G S
T I T L E
CO
COVER SHEET
C0.1
NOTES
C1.0
ASTORIA LANDING:
EXISTING SITE AND
DEMOLITION PLAN
C1.1
SITE.. IMPROVEMENT
PLAN
C1.2
GRADING, EROSION
CONTROL, AND STORMWATER PLAN
C1.3
CONSTRUCTED WETLAND PLAN AND DETAILS
C1.4
BOAT LAUNCH PLAN AND DETAILS
C1.5
FISHING PIER PLAN
AND DETAILS
C1.6
_
LANDSCAPE PLAN
AND DETAILS
C1.7
EROSION CONTROL
AND STORMWATER DETAILS
C2.0
CAROLINA BEACH: EXISTING SITE AND DEMOLITION PLAN
C2.1
SITE IMPROVEMENT PLAN
GRADING, EROSION CONTROL, AND STORMWATER PLAN
C2.2
C2.3
DRAINAGE AREA PLAN
C2.4
BOAT LAUNCH PLAN AND DETAILS
C2.5
FIXED DOCK DETAILS
BULKHEAD DETAILS
C2.6
C2.7
PUBLIC FISHING PIER AND BULKHEAD REPAIR DETAIL
C2.8
DREDGE PLAN AND DETAILS
C2.9
LANDSCAPE PLAN AND DETAILS
C2.10
EROSION
CONTROL AND STORMWATER
DETAILS
C3.0
M OREH EAD CITY: EXISTING SITE AND DEMOLITION PLAN
C3.1
SITE IMPROVEMENT PLAN
C3.2
GRADING, EROSION CONTROL, AND STORMWATER PLAN
C3.3
DRAINAGE AREA PLAN
C3.4
BOAT LAUNCH PLAN AND DETAILS
C3.5
DREDGE PLAN AND DETAILS
C3.6
PARKING AREA PLANTING PLAN AND DETAILS
C3.7
WETLAND POND PLANTING PLAN AND DETAILS
C3.8
EROSION
CONTROL AND STORMWATER
DETAILS
C4.0
CEDAR ISLAND:
EXISTING SITE AND
DEMOLITION PLAN
C4.1
SITE IMPROVEMENT
PLAN
FC4.2
DREDGE
AND JETTY
DETAILS
C5.1 SITE AND UTILITY DETAILS
C5.2 NOT USED
C5.3 NOT USED
C5.4 NOT USED
C5.5 BOAT RAMP DETAILS
MA!R11CQ
2009
Morehaad Ctry ACM
ASTORIA LANDING
JAMESVILLE, NC
d�
\-CEDAR ISLAND, NC
MOREHEAD CITY, NC
CAROLINA BEACH, NC
CRISER
TROUTMAN
TANNER
CONSULTING ENGINEERS
3809 Peachtree Ave., Suite 102
Wilmington, NC 28403
91.0.397.2929 Ph.
Wilmington, NC 910.397.2971 Fax
Raleigh, NC Website: www.ettengineering.com
CTT JOB `-818 DATE: 02-2-09

+s +
R/W
ASTORIA ROAD EXTENSION s 0
60' RIGHT OF WAY + o
Z bo
J -4-
6
R/W -
N: 760512.7120
E: 2621283.2370
El: 5.18 N/F LARRY BARBER
CONTROL CORNER DB,V-17, PG.288
5
GRAVEL
+s
'O
+S
�6
N 65'00'12"E 272.70' 4
�6
A
5
+
!a �_ 12" METAL PIPE
SS MANHOLE
RIM ELEV.=5.94' S ____
+ INV. IN=2.58' +s +�
S> INV.OUT=2.56' N 65'00'12"E -
NORMAL WATER LEVEL
N: 760668.3631 o N2 0
N/F LARRY BARBER E: 2621617.0827 7 ; i i N
El: 4.19 lJ I�
DB.V-17, PG.288 CONTROL CORNER IrT '�I'' I`�,�I
J
--' S + Q6 + I IIII IIII ViII11 IIiIIIIIII \� ` �ti
+ +
SCALE
N 65'00'12"E 'S'
�WO DO s uNE
95.64 /� 2 / ! I III IIII 1IIIII }III 11II\�` \_\
ri \IIII II II 11 _-,
�---- 5 J ^� l R/w I I I I I I I I I I 111 1 I
+
REMOVE/RELOCATE
^�oos EXIST. 12" PIPE
+ 4 ENE \ � -
„
INVtR�12 MET I II11 Il IIII /
+ 9 = _ -- \ PIPE L. 0.33'k 111 I I I1 \
- - POINT OF BEGINNING si "- 6 -1 368.41' s/ _. �.. __.._1_ - � `3 2 �, 11\
� � � �- LIOEE'5.73�EFROM �IUAL COo ER \ \\I IIII 11111 1\\\1 �. _ � •�.
N SET
212. s 5' 3' ._ _ �'
_
` �--- -�5 '4��g + + REMOVE EXIST. �� \ L$ \� \\\\ \ 1\ \ REMOVE EXIST.
3 { + + + SHED_:<;_ \ WOODEN DOCKS
� �`� �<p �s �'�, f `jam \ � T-- ._._._. . � + ,1 .:::;... �O \\ \ I \ �
� � / ! 2 MOB 5 �`<ra
4 V, MB 4 4 .::. �\ 11\111111111 I► I �/ i�� /
._ ..:
MB f , 1 IIII,11 II I \
'&.
WETLAgb AREAv MB V.
w V 0.4& ACRES. +- w '� d> MB 3 �' O S,
S + + + MB 7 U.. T I + �3.5 + l + ( ��V `- '. w I \ \I \ \ �\
V, V, V I ?i ill 11 0.017 ACRE /
S Gj / O NM V V, V tE `' v, MB 12 u. ' \ ' col 1 111 Illl 111\ it I { WETLAND IMPACT r
• � � cn w 1 IIII
11
sz �_ � ,� �- �y, � � �.. � wa � _ 11 \ 11 I DUE TO` 60�,T�
n 1. 3 ' rri 1 111111 1111 I I } RAMP CONSTRUCTION
MB 8 l V, � 4MB 11 Wi 1 �� �. c>, ,, r� V, .� -
I t V E ge 13 V, V, �
EV A •-
°` 714- MB 1 17 \ * .� \ V,
" v V" �ti REMOVE EXIST. k� , \ C31 \ u
+ + / V. + + FOUNDATION + + 2.9 w + +- 4.
J I +� SO S + 2� MB 10�,6 STRUCTURES ? \ . b,• �� /�
/ \ LI__I
N
V, V_ � I N Il ill IIII IIIII IIII ;�
� ' V_
w '�> _ +� : �►
+ + +� + + + +Q s+ \ 4+ �' 4 - / / � / V� - N 11 IIII I11I IIIIIIII I
s V_ V MB 16/ a � :,r g o I1 111 11I \ \
4.0 ACRES �- � 1� � � � � �. � � .. � �� � I I1111� \\`\` \
Z
IA WETLAND AR.EA'111 I\\\ 11j \L W
N/F HERBERT CECIL SEXTON I MB 15 MA
B.0-17 PG.233 I \ �\ ' � 0.5'! ACRES*-
-
+ } +� { +� +5.1 5.2 ? 1 +� �J �, ..� J;P + \ +o , }\\ \ \\I
A A
v.
�.
V. V, V V. � I I j1' v
11
MA 6 0
s.
+ + + + + + \ + + + / +� ry +J V,V,v ( A O
1\ 1\
O SO �cP J \ fir' 9V,
i- J +J
S 650012W 592.14\ \ i
''"' s� \ WL1
1 6 MA 7 X �: NOTE!
J s 3 1 . (TOTAL)
O 9
3 \��� DUE TO MISCLOSURE OF \ 0
2
_ I I d 5 RECORDED PLAT THE
+ O + +� +� + +�?� 4 +l �? + ©INEAVARIES FROM THE NCE ALONG THIS \
�9 �S 6' } J �O ?� RECORDED PLAT DISTANCE
\ 1 ll
1 \I \ 1
J NOTE! DUE TO MISCLOSURE OF RECORDED PLAT THE A
N/F HERBERT CECIL SEXTON DISTANCE ALONG THIS LINE VARIES FROM THE RECORDED NORMAL WATER LEVEL
D13.0-17, PG.233 PLAT DISTANCE.
GRAPHIC SCALE
30 0 15 30
( IN FEET )
1 inch = 30 ft.
CALLS FROM CENTERLINE INTERSECTION OF
US HWY 64 AND ASTORIA ROAD TO THE POINT OFEGGINING
(TIE INFORMATION IS TAKEN FROM DEED BOOK S PAGE 32
OF THE MARTIN COUNTY REGISTRY.)
DEED TIE LINE TABLE
Course
Bearing
C _ - ince
L1
N
11 °03'42"
E
^ 5.26
L2
N
09°57'48"
E
169,
L3
N
07*57'18"
E
L4
N
06*03'12"
E
_ _ _55'
L5
N
01 °29'00"
E
- .24'
L6
N
03*13'24"
E
4.27'
L7
N
38*15'24"
E
---3,70'
L8
N
18*12'30"
E
L9
N
-14l7'42"
E
9.15
L10
N
22°42'54"
E
L11
N
09°59'42"
E
L12
N
N
N
N
26*44'12"
42*20112"
54*14'12"
71°57'016"
E
E
E
W
:4.15
L13
= 51.00'
L14
- .25'
L15
6.71'
L16
N
65*00'12"
E
=9.7E'
L17
S
25°00'48"
E
_ _.00'
GENERAL NOTES.-
1. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED BY
ROBERT H. GOSLEE & ASSOCIATES, PA
2. HYDROGRAPHIC SURVEY PERFORMED BY
GAHAGAN & BRYANT ASSOCIATES IN JULY 2007
AND REPRESENT CONDITIONS AT THAT TIME.
3. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83
4. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929
(NGVD29)
DATUM CONVERSIONS
MEAN RIVER STAGE
1.97FT
N
1.13ftAVD 88
NGVD 1929 (NORMAL
WATER LEVEL)
5. DETERMINATION OF MEAN RIVER STAGE WATER BASED ON AN
ANALYSIS OF ANNUAL WATER LEVEL FLUCTUATION AT THIS SITE.
6. NORMAL WATER LEVEL DETERMINATION BASED ON SITE
VISIT WITH NC DIVISION OF COASTAL MANAGEMENT CONDUCTED
ON 1/27/09.
7. FEMA FLOOD MAP INFORMATION:
NORTH CAROLINA FLOOD INSURANCE RATE MAP:
MAP PANEL No.: 3720672600 j FLOOD ZONE: AE
MAP PANEL DATE: PRELIMINARY 07/11/2006
8. CORNERS ARE MARKED AS NOTED ON MAP.
9. ALL BEARINGS AND COORDINATES ARE BASED ON
NC GRID (NAD 83/86 DATUM) AND WERE ESTABLISHED
USING NC GRID MONUMENT "JAMESVILLE".
10. ALL DISTANCES ARE HORIZONTAL FIELD MEASUREMENTS.
11. AREA COMPUTED BY THE COORDINATE METHOD.
12. INFORMATION TAKEN FROM MARTIN COUNTY GIS
NO TITLE SEARCH WAS PERFORMED.
13. DEED BOOK S-20, AT PAGE 30, MARTIN COUNTY REGISTRY
LEGEND:
O
IRON PIPE (NEW OR EXISTING)
•
IRON ROD (NEW OR EXISTING)
CONTROL MONUMENT
o
NCGS GRID MONUMENT
°
P-K NAIL OR MAG NAIL
®
OLD AXLE
- -
PROPERTY LINE
- -
NON -SURVEYED LINE
- - - - © -
NORMAL WATER LEVEL
SANITARY SEWER MANHOLE
21
PYRAMID SHAPED PIERS WITH ANCHOR BOLTS
SIR
SET IRON ROD
EIR
EXISTING IRON ROD
HWW
HIGH WATER MARK
R/W
RIGHT-OF-WAY
D8.
DEED BOOK
PG.
PAGE
WETLANDS AREA
7.
PERMANENT WETLAND IMPACT AREA
WETLANDS LINE TABLE
Course
Bearing
Distance
WL1
S
65000'12"
W
88.18'
WL2
N
53047'54"
W
49.63'
WL3
N
03043'44"
W
61.75'
WL4
N
05039'05"
W
43.80'
WL5
N
28027'42"
W
61.31'
WL6
N
02031'13"
W
45.20'
WL7
N
34033'22"
E
64.43'
WL8
N
70055'28"
E
5.73'
WL9
S
36023'48"
W
72.34'
WL10
N
87058'27"
E
40.86'
WL11
N
83016'16"
E
80.91'
WL12
N
88007'58"
E
38.00'
WL13
S
09033'08"
W
31.10'
WL14
S
39018'46"
E
68.01'
WL15
S
40038'40"
W
54.71'
WL16
N
50°11'45"
W
53.75'
WL17
N
48008'56"
W
60.00'
WL18
N
76000`52"
W
22.99'
WL19
S
51005'44"
W
68.56'
WL20
S
31028'03"
W
39.24'
WL21
S
53035'37"
W
35.56'
WL22
N
18035'04"
W
33.09'
WL23
N
05036'09"
E
23.07'
WL24
N
16038'38"
E
41.21'
WL25
N
51027'52"
E
58.54'
WL26
N
65000'12"
E
14.90`
z
W
Z oZ
0
W
rf
a
0
04
W U� O
zir 4)M
Z w 3 O-d x C
Z to 00 ZL LL
Z060wrl w
Q Z > V N ti C
�w¢Zmm to
F- a� c N N c
�z m 0r:t °3
o m m
ctCAI Ear
uwz0. ..
U 0 W
M
z
4
mac
�.• W
z
Moz
U
0
Q
• �
.-
VJ
U
0000
N
U
C
•
�C7
a-
O
co
I
Q
UCn
O t7)
Z�rn
w r-
w
(D
U I U-
w�
w
O
O
U)
•-
O,
U 0)
j��
>OfLd
WNW
w
U
`N
O
.. Jzn
w
V)
�'
•
w0��
CV
O
z o
a r- X Iz
o
N
,CD
E
t
E
>
0
0
U
CL
E
cn
U
CZ
z
LZ
O
0
Q
CQ
U
V
Z f-
Z
Cy)
J
zQ QJ
J
.:�
C:
O -
z
w
ace.
MM0
W
U) ¢ Q
J <C :2
SEAL
T,
- � D:A�Liil NHS
:. r ,L .
24419
CO I i , C' tON
DESIGNED BY: RAW
DRAIMN BY: H WL
QUALITY CONTROL: MTA/JRT
SCALE: NOTED
FILE NUMBER: 5818
DATE: 02-23-09
EXISTING SITE AND
DEMOLITION PLAN
ASTORIA LANDING
SHEET NUMBER:
Cl .0
OF

N: 760512.7120
E: 2621283.2370
El: 5.18
R/W
_ - ASTORIA ROAD EXTENSION
60' RIGHT OF WAY
N/F LARRY BARBER
DB.V-17, PG.288
N 65'00'12"E 272.70' ---SWALE
--_ 5
r
N: 760668.3631 ORMAL WATER LEVEL
E: 2621617.0827
Ei: 4.19 I I I I t t�l 1 `N� 1 I ` \ 1
f
<-,_17 Z �
�t suNE�
C-ONCAD WALKW R III II11 111I II IIIt llji IIi1�1 RE,MOVE,�RELOU4TE\
PROPOSED SANITARY W I 11 1111 11� �y i l 11XlST. 12"� TA PIPE f
SEWER MANHOLE #1 _ ,11 II11 ',1\,�`11 \ (11V� EL. 0�33')r�-
-: ♦ i \ � o
., o. I 1 \ ti 1
�88.4LF 12 DIP SS � 0.48%
0
00
+
=a
=�
~ PROPOSED SANITARY
V) � PROPOSED SANITARY
I
APPROX. MEAN RIVER
0101 SEWER MANHOLE #1
U' U' SEWER ANHOLE #2
STAGE 0 EL. +2.0
SEWER
LINE PLAN
GRANEi ROAD:87
/ ,1Nv i^g7,
v �8a4LF
�q T J
cyvNe
VINV.
SCALE: 1"
30'
12 DIP SS
0.48% N=0.4\q
INV. OUT=0.35
3�gilos
�t a
W
04
+ PROPOSED SANITARY
o+
0 =I SEWER MANHOLE #2
1
cV
v�i I APPROX. MEAN RIVER 1
I N z STAGE
0 EL. +2.0
GRAVEL ROAD
/ WETLAND
SEWER
LINE PLAN
\
1 , 116rOLF 12"v-DIP \_0 0.5 1�Na
SCALE: 1" =
30'
3� r,
`'WE ANDS
INV. I14=0.45 u�
OUT=0.35
ti ti INV.= �6
INV.
v \ \�
Lo
ro
C6(zo Z
NCO0
W6
=
)(0
a� W II H
V) I.-
to m2kk
cMn��o»
cn wp9z
�- �o>
a a Nt-Z
7
6
5
4
SEWER LINE PROFILE 3
SCALE: HORZ. 1" = 30'; VERT. 1" = 3'
2
1
0
-1
}
1
N/F LARRY BARBER
DB.V-17, PG.288
5
SWALE _-`
N 65'00'12"E
nG CA
5 TIE -DOWN AREA
GRAPHIC SCALE
30 0 15 30
( IN FEET )
1 inch = 30 ft.
VJ
GENERAL NOTES:
a)
L
CIO
o
1. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED BY
ROBERT H. GOSLEE & ASSOCIATES, PA
0
C[
0
r
FOR ENLARGED BOAT LAUNCH,
2. HYDROGRAPHIC SURVEY PERFORMED BY
M
U)
CD U
SEE SHT. C1.4 (BY OWNER)
GAHAGAN & BRYANT ASSOCIATES IN JULY 2007
Qi
L EE G E N D
AND REPRESENT CONDITIONS AT THAT TIME.
ir
(3)Z
�
NOTE: BOAT RAMP (INCLUDING CONC. APRON,
� _ _ _ _ _ - NORMAL WATER LEVEL
3. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83
(�}
U
U
Z �_ o
Z �
CAST -IN -PLACE AND CAST -ON -SITE
x--- PROPOSED FENCE
4. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929
;}-
z Z
CONC. SLABS), FLOATING DOCKS
(NGVD29)
J
(INCLUDING ABUTMENTS) AND
5 — —EXIST CONTOUR
O
SCOUR APRONS BY OWNER. p PILING
CURB STOP
ACCESSIBLE PARKING SPACE
-�- SIGN
R/W R/W- RIGHT-OF-WAY
BM BOOK OF MAPS
._ �ZQUJ
C)
w 4 ' I= 0 z cn
Eli
OU p Q :2
Z Co_jQM<
SEAL
DB DEED BOOK
GRAVEL AREA 5. DETERMINATION OF MEAN RIVER STAGE WATER BASED ON AN
ANALYSIS OF ANNUAL WATER LEVEL FLUCTUATION AT THIS SITE. RIV�T
6. NORMAL WATER LEVEL DETERMINATION BASED ON SITE p
LANDSCAPE AREA � DRAWINGS -
VISIT WITH NC DIVISION OF COASTAL MANAGEMENT CONDUCTED
CONCRETE SLAB ON 1/27/09.
.N!10T FOR..
PIER / DOCK CONSi`RU;CflON
w CAST -IN -PLACE CONCRETE ® RAMP
b ..
�= �= �= = PRE -CAST CONCRETE ® RAMP
-i TEMPORARY WETLAND IMPACT AREA
PERMANENT WETLAND IMPACT AREA
V V, EXIST. WETLANDS
% PROPOSED CONSTRUCTED WETLANDS
SCALE: N.T.S.
SIGNED BY: RAW
2AWN BY_ H WL
JALITY CONTROL- MTA/JRT
:ALE: NOTED
LE NUMBER: 5818
47E: 02- 23- 09
31TE IMPROVEMENT
PLAN
ASTORIA LANDING
SHEET NUMBER:
C1.1
OF

4
C�
+s +
R/W Fi,Q
ASTORIA ROAD EXTENSION_ s
60' RIGHT OF WAY +�C
R/W
N: 760512.7120
E: 2621283.2370
EI: 5.18 N/F LARRY BARBER
TEMPORARY SILT FENCE DB.V-17, PG.288
TEMPORARY CONSTRUCTION ENTRANCE
LIMIT OF DISTURBANCE ALONG PROPERTY LINE
+ v ss �'d +
+ + SCALE
N 65'00'12"E 272.70'
FR
—5
W- i
01-
6-
c`nv 5
+
� o
,7 co
0
00
It
0
0
�n
N
+ z
LIMIT OF DISTURBANCE ALONG R
N/F HERBERT CECIL SEXTON
DB.O-17, PG.233
�o
3
2
\' 5 0 _ +� I
+
Q
I
V)
0
z
a
w
31
�I PROPOSED CONTOUR
I6 PIPE INVERT SHALL BE 4" BELOW
N/F LARRY BARBED
DB.V--17, PG.288
+ 5 +
�j
N 65'00'12"E
585.89'
S 65'00'12"W 592.14
TEMPORARY SILT FENCE (TOTAL)
LIMIT OF DISTURBANCE ALONG R +
+ +
QJ QO
N/F HERBERT CECIL SEXTON
DB.O-17, PG.233
GRAPHIC SCALE
30 0 15 3
( IN FEET }
1 inch = 30 ft.
N: 760668.3631 ORMALoWATER LEVEL
E: 2621617.0827
El: 4.19
11 I\I` }I�
LIMIT OF DISTURBANCE ALONG Ft , I ' 1 } 11 i I } I I I I I I " ` /j i / r z
�6+ _`
I1
+ 1 1 I } 1I II 1 I1 III 11 \ \ \ 17W
1�9
�vORMuNE� �-
- —2---OMIT OF ! } I I i Ii I i }i III \ ` _ I o
�J
`DIS�TURiBACE� I, 1 I I Ii\\}IiII\ I I\
V
�6 / • LIMIT OF '� \�F, 1'9 \ `� 1\ \`I\ NORMAL WATER LEVEL / 1 O
DISTURBANCE N o�� \ \\ ���� Q
\ (UPLAND)co E
\ /
� r � Q
\ 1� 111 I111 \\ }� �1 � I t�j Coz
Q � Q
fn (n 0 U
CD
L E G E N D 0 of
GENERAL NOTES:
SITE DATA - - - - - NORMAL WATER LEVEL 1. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED BY U Q Z
NCWRC PARCEL AREA 4.0 ACRES—K-"---x— PROPOSED FENCE ROBERT H. GOSLEE & ASSOCIATES, PA Q J :3 LL
ASTORIA LANDING ROAD ROW AREA .81 ACRES PROPOSED SILT FENCE 2. HYDROGRAPHIC SURVEY PERFORMED BY = O
DISTURBED AREA 4.15 ACRES C z U J
� � LODE � LtMtT OF DISTURBANCE GAHAGAN & BRYANT ASSOCIATES IN JULY 2007 F-- �
WETLANDS .97 ACRES AND REPRESENT CONDITIONS AT THAT TIME. U :�, O— W Z (>
TEMPORARY WETLAND IMPACT .07 ACRES 5 — — EXIST. CONTOUR W
3. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83 ti5 aC w
PERMANENT WETLAND IMPACT .017 ACRES 5 PROPOSED CONTOUR O V 0U F- orM
PROPOSED GRAVEL SURFACE 79,525 SF +� EXIST. SPOT EL. 4. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29) � m O Q Q
PROPOSED CONCRETE WALKWAYS 2336 SF �x
PROPOSED LANDSCAPING 11,838 SF + 4.3 PROPOSED SPOT EL.
cn
0
z
Li
�I
PROPOSED CONTOUR +I
O
PIPE INVERT SHALL BE 4" BELOW `t
EXIST. GRADE (APPROX. +4.0) �_____________________________ EXIST. GRADE (APPROX. +31 6
V) — 5 X
w� 5L --- ------ ___ __ — ------------ ___— II --- ----: 4 wI
- 4 --- - -— — — — — — — ___________________
EXIST. CONTOUR EXIST. CONTOUR
5' WIDE MULCH FOOT PATH
SECTION A -A
SCALE: 1 /4" = 1'-0"
SDMHqp STORM DRAIN MANHOLE
D I 3 W DROP INLET
E] TEMPORARY INLET PROTECTION
FE FINISH ELEVATION
H.P. HIGH POINT ='_N1 C1 1 I".,il
INV. INVERT 5. DETERMINATION OF MEAN RIVER STAGE BASED ON AN ANALYSIS
OF ANNUAL WATER LEVEL FLUCTUATION AT THIS SITE. CONS FEU T1 ON
RCP REINFORCED CONCRETE PIPE NORMAL WATER LEVEL DETERMINATION BASED ON SITE '
FES FLARED END SECTION VISIT WITH NC DIVISION OF COASTAL MANAGEMENT CONDUCTED
GRAVEL AREA ON 1/27/09.
LANDSCAPE AREA
CONSTRUCTION ENTRANCE STONE
CONCRETE
RAMP CONCRETE VEE TROWELED FINISH
V j EXIST. WETLANDS
w PROPOSED CONSTRUCTED WETLANDS
\-r--r -� TEMPORARY WETLAND IMPACT AREA
PERMANENT WETLAND IMPACT AREA
Q ROAMOKE RV,
.R
SITE
QQ
6TO pt
T�LIAMS'TON
N
,7
VICINITY MAP
SCALE: N.T.S.
(DESIGNED BY:
RAW 1
DRAWN BY:
H WL
QUALITY CONTROL:
MTA
SCALE:
NOTED
FILE NUMBER:
5818
DATE:
02-23-09
GRADING, EROSION
CONTROL, & STORMWATER
ASTORIA LANDING
SHEET NUMBER:
C1.2
OF /

-
-'z
3
R
ol
i 1 t ti {k
.00
. •
k 0
\ RM WATER LEVEL
.� + `\ ` ,s of j � .y„ � � , i} � % 2E ` 3 ,; E� � � '• ,j
\� r e
28.4'
PROPOSED CAST -IN -PLACE CONC. PROPOSED CAST -ON -SITE CONC. PUSH SLAB 3
EXITT. N RM�AI}
BOAT RAMP (BY OWNER) BOAT RAMP (BY OWNER) WATER LVE4
PROPOSED NORMAL
--PROROSED CAST -IN -PLACE �'
35
CONC. BOAT RAW
P WATER LEVEL \♦ I t , ,
- SEE SHT. C5.5 I �♦ o '; 4, `;6 3
(BY OWNER)
---\ PROPOSED CONC. \
s e ; � t� 3 � z .,
\ ABUTMENT (TYP.) / ' i
\ SEE SHT. C5.5
BY OWNER) �. ' ROPbSCD fi.5' DE
/ C 1.4.03
'- REJUN_D-,OUT FLOATING
3 -_ _; 4 OGK B'i,S OWNER) .x m...w
PROnSE� CONC. APRO III o p
- 4 - -- SEE SHT.
Y 0-z
'
_ 6 S
` 4
INV. 1.11' _ _ O
A
4'
t v'{ \
7 W
ESL. Ld
-6. NO�JD9 O w, ►'� m
° v °
`'tg DE O
it
NW17. O
WIDEX7.
•SIaa 3IGK'CAST-01
;G C:. RUSH''.SLAES ;3
p v . - - 1 • .� ,k S,E SHT:, d5.5, , t
°.
o'
O 1 _
C
�6' PR'Q= Pb D°, 65`, WHO 'f
�C1.403 �� GROUND ouT,LO, N z
\ $ 'POCK (B OW�I ;R) `
PROPOSED FLOATING DOCKS (BY OWNER)
"D Vi N \l 3 4 E3XI I RM�L E F
VI%ATEER , L VEIL' \
\ V_ N,
LANDS PROPOSED NORMALVi
\V- WATER LEVEL Vi'`�•
C1.401 BOAT LAUNCH PLANIP
GRAPHIC SCALE:
SCALE: 1" = 10'-0" 1U' 0 10' 20'
PROPOSED CAST -IN -PLACE CONC. BOAT RAMP (BY OWNER)
15 LF APRON 28.4 LF
'(VEE TROWELED FINISH)
91.1
PROPOSED 7.5" DEEP REINF. CAST -ON -SITE CONC. ICL> Q>
PROPOSED GRAVEL DRIVE -
10
EXIST. GRADE
- _ - -
5-
PROPOSED FILL/GRADE
-5
-10
-15
64.3 LF
PROPOSED CAST -ON -SITE CONC. PUSH SLAB BOAT RAMP (BY OWNER)
z
_3�
z
gib
0 cr-, N
0 1-
+ VERTICAL CURVE o
+ PROPOSED 7.5" DEEP REINF. CAST -ON -SITE CONC.-
TOP OF
Q a SECTION = 100' RADIUS ¢Icn
RAMP
EL. +6.0
ow -ARC LENGTH ALONG �
0<w DREDGE AREA
CURVE SURFACE = 15.9
COIVC ABUTM N-
........ _ -
_
- - - - SLOPE 4 07
• -ti -.-+ '�-�-_'L '--� - - --•
'
_I I LI 1=11 111= I t=11I
nT
FINISH
..i�
'L'H �
wor
._
BY OWNER
-0+15 0+00 0+50
C1.402 SECTION - BOAT LAUNCH_
SCALE: 1" = 10'-0"
6.5' WIDE
FLOATING DOCK
(BY OWNER)
30' CLEARANCE
APPROX. HIGH WATER EL. +4.0 NGVD29 p
MEAN RIVER STAGE EL. +2.0 NGVD29 p
APPROX. EXIST.
MUDLINE VARIES
5
1+00 `
6.5' WIDE
FLOATING DOCK
(BY OWNER)
EL. VARIES 34' WADE CAST -ON -SITE CONC. PUSH SLAB (THIS LOCATION) EL. VARIES
\_(CAST -IN -PLACE CONC. FURTHER UP RAMP) T-
-1
10' SCOUR APRON 2' 2`
(BY OWNER)
FILTER FABRIC NC D.O.T.
CLASS 1 RIPRAP I� r�l� 4-,_1�IEy��� III -
34'-0" CONC. SLAB �' _
(BY OWNER)
C1.403 SECTION -- BOAT LAUNCH
SCALE: 1 /4" = 1'-O"
10' SCOUR APRON
(BY OWNER)
NC D.O.T.
CLASS 1 RIPRAP
FILTER FABRIC
BOAT RAMP NOTES
GENERAL
1. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED BY
ROBERT H. GOSLEE & ASSOCIATES, PA
2. HYDROGRAPHIC SURVEY PERFORMED BY
GAHAGAN & BRYANT ASSOCIATES IN JULY 2007
AND REPRESENT CONDITIONS AT THAT TIME.
3. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83
4. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929
(NGVD29)
DATUM CONVERSIONS
MEAN RIVER STAGE
1.97Ff
NAVD 88
1.13ft
NGVD 1929 (NORMAL
WATER LEVEL)
5. WATER LEVEL FLUCTUATES SEASONALLY FROM MEAN RIVER STAGE.
6. DETERMINATION OF MEAN RIVER STAGE AND APPROX. HIGH
WATER BASED ON AN ANALYSIS OF ANNUAL WATER LEVEL
FLUCTUATION AT THIS SITE.
7. NORMAL WATER LEVEL DETERMINATION BASED ON SITE
VISIT WITH INC DIVISION OF COASTAL MANAGEMENT CONDUCTED
ON 1 /27/09.
8. INDICATES PROPERTY LINE
9. INDICATES CENTER LINE
10. SEE ADDITIONAL NOTES ON COA
11. BOAT RAMP (INCLUDING CONC. APRON, CAST -IN -PLACE AND
CAST -ON -SITE CONC. SLABS), FLOATING DOCKS (INCLUDING
ABUTMENTS), AND SCOUR APRONS BY OWNER.
L E G E N D
- - - - - - - NORMAL WATER LEVEL
5 - - - EXIST. CONTOUR
5 PROPOSED CONTOUR
I
\ EXIST. SPOT EL.
+ 4.3 PROPOSED SPOT EL.
INV. INVERT
GRAVEL AREA
>. CONCRETE
RAMP CONCRETE VEE TROWELED FINISH
V_ EXIST. WETLANDS
PIER / DOCK
PERMANENT WETLAND IMPACT AREA
W
c o
z V
0
5
w
w
a
0
0,
w cA a
z� ;M
Z w t M C
ia-
zinma-u- c
(V N
az >zccv� r.
E w < 0) a) b4
F- 0 C CV N a
�z or.
o
m_� a'Icl
F- _ •_ D O U
crcna,vqvq0
Nza _0)M
V w
M
I-
c
O
•U)
0
Q
U
• -
E'er
U
NZ
N
ulj
J
E
Q co
Q
U
Warn
\
U) c:
a-
�
LU
o
w
p._
N �
U��
}�`r'
}
W
Iy LL.I
W N t�
to U
\�
LL _j
�I
-
•U
:f
V) Q <mom
ZUJI
3:U.?
p0Jm
pr,<
o
zo
<c.-��
c
.F
CD
�
.E
0
W
0
C
E
fn
U
cz
z
(1)
i
aQ
0O
(1)t/)
U
crW
a)
0
© Ids
z z
�ZQ0J
U
-,��-,
0 >
OLti
cz
<0 c) F LLJ
z
z
co9Q
<
SEAL
1 71-
-
'r
aAwC^1 -s
SEAL.
ccN�hi N
:II..
UESiGNED BY
RAW
DRAIN BY:
H WL
QUALITY CONTROL:
JRT
SCALE:
NOTED
FILE NUMBER:
�j818
DATE:
02-23-09
BOAT LAUNCH
PLAN AND DETAILS
ASTORIA LANDING
SHEET NUMBER:
ClA
OF

n
FOOT PATH
1 co
CONC. SIDEWALK
+6.0
+5.0
EXIST. GRADE -
PROPOSED FILL
0.0
-5.0
i
-15.0
-20.0
S
V- \/ v 2 9 h
zV, v-
\
A,
�, /, ti ry \` 8' WIDE FIXED PIER 3 HEAD
iV- V- � \� SEE SITE PLAN
v- v- o S C1.1 FOR DIMENSION
v- Qv- v- v- l TEMPORARY !�
WETLAN i
v- V, V `L IMPACT%REA
v v- VIWETLANDS -L v- 4
_ 6 WIDE APPROAPH PIER
( _-.-7.__ i" i1 SEE SITE PLAN, WI C1.503
I v v- _ _- T r .1 FOR DIMENSIO S
�
V-
50� /
, /V
/ Vim'
'/ ' '
/ i /�' z-
37' '.,FIXED
L o
E s
/. - J/- G_._-.-1 Vi _ Vi Vi 4
-1 --� v- ELF ELEVATED BOARDWALK v- 230' \ \
v- i \ \
v v- v- V� \
V� V� Vi �i
C1.501 FISHING PIER PLAN �APHIC SCALE: 1 16"=1'-0" NOTES: 1. SEE SITE PLAN, SHT. C1.1 FOR PIER DIMENSIONS.
02. SEE SITE PLAN, SHT. C1.1 FOR LEGEND,
SCALE: 1 /16" = 1'-0" 16 0 16
SEE PLAN
C1.503 PR
SCALE: 1 /4" = 1'-Q"
L E G E N D
— — — — — — — NORMAL WATER LEVEL
— — — — 5 — — — EXIST. CONTOUR
5 PROPOSED CONTOUR
+ EXIST. SPOT EL.
+ 4.3 PROPOSED SPOT EL
INV. INVERT
GRAVEL AREA
CONCRETE
TEMPORARY WETLAND IMPACT AREA
V- v EXIST. WETLANDS
PIER / DOCK
GENERAL
1. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED BY
ROBERT H. GOSLEE & ASSOCIATES, PA
2. HYDROGRAPHIC SURVEY PERFORMED BY
GAHAGAN & BRYANT ASSOCIATES IN JULY 2007
AND REPRESENT CONDITIONS AT THAT TIME.
3. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83
4. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29)
5. DETERMINATION OF MEAN RIVER STAGE AND APPROX. HIGH WATER BASED
ON AN ANALYSIS OF ANNUAL WATER LEVEL FLUCTUATION AT THIS SITE.
6. NORMAL WATER LEVEL DETERMINATION BASED ON SITE VISIT WITH
NC DIVISION OF COASTAL MANAGEMENT CONDUCTED ON 1/27/09.
7. WATER LEVEL FLUCTUATES SEASONALLY FROM MEAN RIVER STAGE.
8. SEE SHEET COA FOR TIMBER FRAMING NOTES.
i��
P.T. JOISTS—"'
(2) P.T. PILE CAPS
P.T. CROSS BRACING
P.T. 6 X6 SQ. PILES
1"
2X6 W/ (2) 1 /4'' X 5"
2X10 TOP RAIL EA. SIDE GALV. LAG BOLTS -
MIN. (3) 16d NAILS EA. CHAMBER INSIDE CORNER
RAIL TO POST - W/ 8d NAILS 0 9" O.C.
TO TOP RAIL
q PILE h PILE
C1.502 SECTION — FISHING PIER
SCALE: 3/4" = 1'—O"
.T. TOP RAIL
ARID RAIL POST
(2) 3/4"0 BOLTS, NUTS, &
WASHERS - H.D. GALV.
APPROX. HIGH WATER
EL. +4.0 NGVD29 �:Z
(SEE NOTE 5) —
MEAN RIVER STAGE
EL. +2.0 NGVD29 p
APPROX. EXIST.
GRADE VARIES
v _ APPROX. HIGH WATER
EL. +4.0 NGVD29 Q
(SEE NOTE 5)
o
P.T. JOISTS
(2) P.T. PILE CAPS MEAN RIVER STAGE
EL. +2.0 NGVD29 . 0
P.T. CROSS BRACING
P.T. 6 X6 SQ. PILES
I APPROX. EXIST.
GRADE VARIES
Ct PILE PILE
_C1.504 PROFILE/SECTION — FISHING PI
SCALE: 3/4" = 1'—O"
W
z O
2 U
0
F
4
04
Wt/ivq O
z as c')
04
ZO 60mvi
4 Z > V tV I-
F-- o w c N N 0
Z Q O r: 1-
� � � c
ro mm�
D: to r�i rrii v
WZp.•-a��
a
tom0 W
z
a�w
W ~
z
0 z
Mm
F--
O
•cn
vj
o
00
<
U
•— o
E'E
N
J
fl
E
O �
w
Q
U
a'
0 r-
z `s'
W
:3
W
n
O
O._
cn
UCDu
]hU
W
>
01 LLJ
Tl-
w N '7
W
U
o
Jzuj
�
0-1
-0
to Q I
w
z
S
.0W
' cn
0W 0')
04 _I
s
U.>
pI"<t=
O
©
o:: n
c
O
U)
.1
c-
U)
.E
E
CD
O
0
`/
0-
E
U
to
z
L
Q�
L
:3
0
a
Q
(1)(f)
0 U
a)
—
C.)
F-
z io
� o
Q
z z
�
0)
J 0 Lv
z Q U J
U
o1--wz>
0
-
0
LJ
c)�m
of
m
© < :2
i
SEAL
FER I T
DER A WI N, 3's
NOf-
FOR
F
Co, lj `TION
DESIGNED BY: RAW
DRAWN BY: H WL
QUALITY CONTROL: JRT
SCALE: NOTED
FILE NUMBER: 5818
DATE: 02-23-09
FISHING PIER
PLAN AND DETAILS
ASTORIA LANDING
SHEET NUMBER:
Cl .5
_��OF

MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
uj
0
z
W
w
NO
5'-0" STEEL POST
u
00
N
STEEL POST
WIRE FENCE
FILTER MEDIA EXXON
GTF 100E OR
APPROVED EQUAL
Mz
i
R
„ BACKFILL & COMPACT
MIN. 8" TRENCH AFTER
i� PLACING FABRIC
INDICATED ON PLAN AS - SF- SF - SF -
NOTES:
1.) WIRE FENCE SHALL BE A MIN. OF 32" IN WIDTH AND SHALL
HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY SPACING.
2.) FILTER FABRIC SHALL MEET OR EXCEED 150 LBS. GRAB
TENSILE (ASTM-D-1682), 180 PSI. BURST (ASTM-D-2263)
AND 70 ON COE E.O.S. TEST.
3.) STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE
SELF -FASTENER TYPE.
4.) STEEL POSTS FOR SILT FENCE SHALL BE NO WIDER THAN
8' APART O.G. WITH WIRE BACKING.
5.) CONTRACTOR TO FIELD LOCATE AS NECESSARY TO CONTROL
SURFACE EROSION.
TEMPORARY SILT FENCE DETAIL
SCALE: N.T.S.
STANQARD METAL POSTS
2'-0 IN GROUND
GALVANIZED HARDWARE WIRE
EXTENDS TO TOP OF BOX
57 WASHED STONE PLACED
0 A HEIGHT OF 12"-18 MIN.
ABOVE TOP OF BOX
INLET SEDIMENT CONTROL DETAIL
SCALE: N.T.S.
STONE PAD AT SITE EXITS TO REMOVE MUD FROM TIRES
1) STONE SHALL BE #4 WASHED STONE (6" THICK)
2.) THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AND REPAIR
AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
3.) WHEN NECESSARY WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WASHING SHALL BE
DONE ON AN AREA STABLIZED WITH CRUSHED STONE WHICH DRAINS
INTO AN APPROVED SEDIMENT CONTROLLING STRUCTURE. USE SAND
BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS TO PREVENT
SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH, OR WATER -COURSE.
4.) ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO
PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY.
TEMPORARY CONSTRUCTION ENTRANCE
SCALE: N.T.S.
CURB
cn
ICK WALLS
CEMENT PU
1.-fi.. n Rgr%"
SECTION "A -A" SECTION "B-off
NOTE:
5'-10" MIN. 1. 4" DEEP X 8" WIDE CONCRETE COPING
5' ALL AROUND BASIN CASTING.
-4�>
2. ALL CONCRETE TO BE CLASS "A"
4'-O" 3. FOR CASTING DETAIL SEE SD 14-03
PVMT.
f B CURB &GUTTER
j 00
Al A CASTING ( - i
co t'
z t.
Lm
LB
PLAN
CATCH BAS I N
SCALE: N.T.S.
PAVEMENT SECTION PAVEMENT SECTION
oro OI Am
DEPRESSED LANDSCAPE ISLAND
SCALE: N.T.S.
Li 5
111. .1! 4 .JILIJE
CLASS B 5" TO 15"
RANGE NC DOT
OVERFILL 6" FOR
SETTLEMENT
BY-PASS 6"
BELOW SETTLED
TOP OF DAM
SEDIMENT BASIN DETAILS
SCALE: N.T.S.
CONC. COLLAR
F.
u
T o
CASTING:
MIN. WEIGHTS: L
FRAME: 195 LBS
GRATE: 160 LBS
TOP ELEVATION
CONC. COLLAR
-ruo
BRICK MASONRY --
OR PREFAB CONIC.
FLOW
1 0000 -
m
0000a
0000o
i I GOUGE
NOT
- J DROP INLET
PROVIDE
SOLID COVER
PLAN
1'-0„
ELEV. VARIES
r.
I
w
4"
a
3000 PSI CONCRETE -/
SECTION
TOP FLUGRADE
2' X 2' DROP INLET OR JUNCTION BOX
SCALE: N.T.S.
CONSTRUCTION SEQUENCE:
1. REQUEST PRE -CONSTRUCTION CONFERENCE WITH NCDENR EROSION INSPECTOR.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE.
3. BEGIN CLEARING AND GRADING OPERATIONS TO CONSTRUCT STORM WATER
DEVICES, SEDIMENT TRAPS, AND SWALES. o
4. COMMENCE GRADING OPERATIONS FOR PARKING, TRAPS AND SWALES. w
5. STABILIZE ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED.
6. REMOVE TEMPORARY CONTROL DEVISES (SILT FENCE, ETC.) ONCE PERMANENT
VEGETATIVE COVER IS ESTABLISHED. C
GRADING NOTES:
a
1. INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING
OPERATIONS. 04
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION W N a
BEYOND GRADING LIMITS. z ir M
zW•9Rt x 2
3. STRIP TOPSOIL TO FULL AREAS TO BE GRADED AND STOCKPILE OR REMOVE z N 0D °' u- L
FROM SITE. z 0 0 a' -H (u
z > cv r- r-
�W�Cz69G1 L7p
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY. t- 0 a) C ColltV
�Z L or ti
5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER M M
THAN 3:1 SLOPES.a. '
6. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE. W z 0) e o °'
E0o� �s
7. OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED v E
GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN. -
cn
EROSION CONTROL: z
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A 4
VIOLATION AND IS SUBJECT TO A FINE. a 21 m
2. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING W I. W
IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND :3 z
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION to ® z
SEQUENCE SHOWN ON THE PLAN. ALL GRADING SLOPES MUST BE SEEDED AND
MULCHED WITHIN 15 CALENDAR DAYS OF COMPLETION OF GRADING. ALL FLAT M m Q
AREAS ARE TO BE SEEDE) AND MULCHED WITHIN 15 WORKING DAYS. U
3. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR,
ENGINEER, AND OWNER.
4. IF ACTIVE CONSTRUCTION CEASES IN ANY SLOPED AREA FOR MORE THAN 15
CALENDAR DAYS OR 15 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS
MUST BE SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL IS
GRANTED BY THE EROSION CONTROL INSPECTOR.
5. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS
WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. L4
6. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL W 104
Z
BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. z v
7. ALL SEEDED AREAS WILL 13E FERTILIZED, RESEEDED AS NECESSARY, AND J '5
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN r'
A VIGOROUS, DENSE VEGETATIVE COVER. n o V) ry I
C3)
8. CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS 0_11 z a rn
ARE. VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE w r-
PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6" DEPTH. w v �� U I
UJ
SEEDBED PREPARATION: 0- °'
0 0 •-
1. LOOSEN CLEARED SURFACE (VOID OF ROCKS, ROOTS, AND VEGETATION) AS
NECESSARY FOR SEEDING TO ACCUMULATE. w ry w w N
2. APPLY LIME AND FERTILIZER BASED ON SOIL CONDITIONS OR AS DIRECTED BY in v +- U �
LANDSCAPE DESIGNER. Q r -
3. TILL LIME AND FERTILIZER INTO SOIL UNTIL WELL MIXED. -- c w _
4. SEED AS PER SCHEDULE AND IMMEDIATELY MULCH OR STRAW FOR STABILIZATION. z Fn w ® w
N '3 U.� pIQS
5. REPAIR AS NECESSARY FOR EROSION MAINTENANCE DURING CONSTRUCTION O Z 0 Q � � n-
ACTIVITY.
SEEDING SPECIFICATIONS: c
LIME: APPLY 100 POUNDS PER 1,000 SQUARE FEET 0 4'j
c:7
FERTILIZER: APPLY 20 POUNDS 8-8-8 PER 1,000 SQUARE FEET � a)
SEED (NON-NCDOT RIGHT OF WAY): PER ACRE
NOVEMBER-MARCH BERMUDA (UNHULLED) 20 LBS. .E E
50 LBS. WINTER RYE (GRAIN)
80 LBS. FESCUE a
MARCH-NOVEMBER BERMUDA (HULLED) 30 LBS. U C
80 LBS. FESCUE
MULCH: APPLY 1-1/2 TONS/ACRE WHEAT STRAW (OR APPROVED EQUAL) q) _., Q
ON ALL SEEDED AREAS. IN z
cz
TACK: ALL SLOPES WITH STRAW MULCH EXCEEDING 3:1 TO HAVE
ASPHALT TACK APPLIED AT THE RATE OF 225 GALLONS/ACRE. : O
a< Q
AFTER SOIL PREPARATION AND SEEDING, INSTALL JUTE MATTING. cQ U) z
OR EQUAL ON ALL DISTURBED AREAS. Im
* MAINTAIN SEEDED AREAS UNTIL MINIMUM GROWTH IS ESTABLISHED 4N Z >- O
AND/OR FOR CONTRACT TIME. " Q J z w
�zdU�
U'j otrz>
w F- cn
O 0 Q U ®�
Q
k ZQ- z co _j <
SEAL ;
f
PERW D��tNGS
ii 'ti....
NOT FOR
�OKtSTRPCTON
DESIGNED BY: RAW
DRAWN BY: H WL
QUALITY CONTROL: M TA
SCALE: NOTED
FILE NUMBER: 5818
DATE: 02-5-09
EROSION CONTROL
AND STORMWATER
DETAILS
SHEET NUMBER:
C1.7
OF