SW7070136_APPROVED PLANS_20070126

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE(��V`�j(/
YYYYMMDD

VICINITY MAP
NTS
1. OWNER/DEVELOPER: PASQUOTANK COUNTY
MIKE ETHERIDGE
317 PRITCHARD ST.
PO BOX 39
ELIZABETH CITY, NC 27907
[phone]
2. SITE LOCATION: WHERE GRICE ST & JAIL ROAD JOIN
ELIZABETH CITY, NC 27909
3. PIN: 891306384657,DB. 479, PG. 370
4. SITE AREA: 0.81 ACRES (35,679.65 SF)
ZONED. 1-2, 0&1
5. TOTAL TRACT: 7.01 ACRES (305,391 SF)
6. DISTURBED AREA: 1.04 ACRES
7. IMPERVIOUS AREAS:
PROPOSED SITE
PROPOSED BUILDINGS 5,000 SF - 14.01%
PROPOSED ASPHALT 11,318 SF 31.72%
PROPOSED TANK 1,552 SF = 4.35%
OPEN SPACE 17.809 SF = 49.91%
TOTAL SITE: 35,679 SF = 100%
EXISTING SITE
EXISTING GRAVEL: 18,481 SF = 51.807
OPEN SPACE 17,198 SF = 48.20%
TOTAL SITE 35,679 SF = 100%
DRAINAGE AREA
EXISTING ASPHALT 18,071 SF = 0.42 AC
EXISTING CONCRETE 375 SF = 0.01 AC
PROPOSED ASPHALT 11,318 SF = 0.26 AC
PROPOSED ROOF 936 SF = 0.02 AC
TANK AREA 616 SF = 0.01 AC
OPEN SPACE 17,951 SF = 0.41 AC
TOTAL AREA 49,267 SF = 1.13 AC
8. LANDSCAPING MUST BE INSTALLED AS SHOWN ON
THIS PLAN. CHANGES MUST BE APPROVED BY THE
ELIZABETH CITY PLANNING DEPARTMENT.
LANDSCAPING REQUIREMENTS:
CANOPY TREES:
1 CANOPY TREE FOR EVERY 2,000 SF TOTAL VEHICULAR SURFACE AREA.
11,318 SF/2,000 SF = 5.6 CANOPY TREES REQUIRED
CANOPY TREES PROVIDED = 6
SHRUBS:
1 SHRUB PER 500 SF OF TOTAL VEHICULAR SURFACE AREA.
11,318 SF/500 SF = 22.6 SHRUBS REQUIRED
SHRUBS PROVIDED = 25
ALL PLANTED AREAS SHALL BE COVERED WITH GRASS OR MULCH
IN ADDITION TO THE TREES AND SHRUBS.
9. THIS SITE IS LOCATED IN FLOOD ZONE X AS SHOWN ON F.I.R.M. PANEL
3720891300J DATED 10/05/04.
10. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION
WAS OBTAINED FROM A RECOMBINATION PLAT FOR PASQUOTANK COUNTY
BY HYMAN & ROBEY, PC.
11. ALL UTILITY CONNECTIONS SHALL CONFORM TO THE CITY OF ELIZABETH CITY
STANDARDS AND SHALL BE COORDINATED WITH THE CITY OF ELIZABETH CITY
PUBLIC WORKS DEPARTMENT. EXISTING UTILITY CONNECTIONS SHALL BE UTILIZED.
12. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES.
13. ANY FUTURE SIGNS SHALL REQUIRE APPROPRIATE PERMITS.
14. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL
DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE TO
KEEP EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT IN THE
ISSUANCE OF A STOP WORK ORDER.
a
r
X
N
SMH �HE�-
= 8.43
= 3.68 H% . EX
Ft
1p
CONCTRACTOR SHALL FIELD \
20' CO VERIFY SEWER LOCATION
t �HE!_�
RR PCK 6
R T BE REMOVED \\ TRI COUNTY JAIL
976.54 SF OF EX. \ DB 347 PG 99
_ - 6 ASPHALT TO BE \ REMOVED ZONING: 0&1
CO 6 1p0' - DROP INLET #2 w \
RIM = 65 p \
- - 10.00 INV. = 6.55 , \
7 \
5 8 PVC ROOF -
-- DRAIN ®1% SLOPE Tr���+
PROPOSED BUILDr, /, DEL FUTURE. ❑ PROPOSED ASPHALT \SF
VEHICLE STORAGE TANK _ TANK I , AREA OF PROPOSED \�9c
2" CONDUIT SHELTER , Y ` 984.59 SF \\ +
5,000 SF _ _-� \. I MATCH EX. PAVEMENT \\ T'
- � F.F. ELEV. = 10.555�
DROP INLET_#1 �� 90.50 \iL. �- �; INSTALL TEMPORARY GRAVEL
RIM = 9.15 - - -CONSTRUCTION
.INV, - 6.70 ADJUST LOCATION ASAN ECESSARDETAIL)
- ±35 - / - - TO BEST ACCESS / + \ \
p
APPROXIMATE LOCATION - - - - - - \
/
M50_ - - - \ OF EX. ELECTRIC METER p +
/ - `� , + \
/ I ❑ _ - / Q,� - 85 LF 12" CMP55 / \
❑ _ _ y. _ 9.80 "INV. IN = 8.+
9.80 EX. SEWER TO \
- - INV. OUT = 6.15 \
- - �/�- sop" - e - 26'. • BE REMOVED ,c
EXISTING 1
UTILITIES BUILDING - 7040 TC = INLET5 #2
CONCTRACTOR SHALL FIELD VERIFTY I /%
DEPTH OF SEWER TO INSURE
SEPERATION BETWEEN SEWER &
STORM DRAIN. ELEVATIONS SHALL
BE REPORTED TO HYMAN & ROBEY
FOR DETERMINATION. S
SCC` as
105 LF 12" CMP
INV. IN = 6.70 -
INV. OUT = 6.55
ZONING _ 1-2
ZONING 0&1
RIM
I
EXISTING
BUILDING
I
/
VON)
1flo1 �- / ""'�� I \ [EDGE OF PAVEMENT
A �(T Roi;v \-=\\ I ELEV. = 9.02
+ Tt7Ti llJ tea- 349.15 SF OF EM
OLx. SOU TO BE
11�� �-. - / - - _ - \ REMOVED
t
4/
HE V
OVERLAY EX. ASPHALT
AS`NE SSARY CURB INLET #i
TC=9.601 1
INV.=-.6.30
-EX.. SS- .,
C0 CTRACTOR SHALL f1ELD SCE
VERIFY SEWER -LOCATION
9.75 TC
/ UTFLOW
BOX
-PUMPING INV. = 6
"-STATION
9315 SF
16 LF 157 CMP
V. IN = 6.30 - 44
V. OUT= 6.15q-
DI C 9 LF 12" CMP - - /
6.55 INV. IN = 6.00
17 INV. OUT = 5.00
RIM = 8.00
INV. = t1.60
126 LF EX. 24'
NV. IN J4
DI B.
SE RIM TO
:V. = 8.00
RIM = 6.63
POND
15
❑
❑
V
\
❑
MATCH EX. PAVEM T
ELEV. = t8.60
NOSE DOWN CURB
\
X
19 LF 15" CMP
\
INV. IN = 6.15
INV. OUT = 6.00
,c
1
X
ZONING 1-2
1
ZONING 0&1 x
EX. BUSHES
TO
3E REMOVED (TYP
X
SEX. DI "A"
6.56
\
------_
-L--
-A
�-x-x
/ !
1g
❑
x
EXISTING
TRANSFORMER
EqELECTRIC
-A
X
-.
z
A
N
J
a
D
r
ICI
I
L�
EXISTING
BUILDING
^t
ZO JI
i3
n
Z 03 Q N
4
-
Z W =Iom
:1
w M W
0
v1
¢Z<'�
Z
LL
Q wz
O
a
v
V Zip
�
E
Z o�
LEGEND
BENCHMARK
Ycu� EXISTING TELEPHONE
OS EXISTING SEWER MANHOLE
DRAINAGE FLOW DIRECTION
® ROOF DRAIN DIAMETER (IN.)
iw CURB INLET
❑ DROP INLET/JUNCTION BOX
w-8.40 TC PROPOSED GRADE
0 EXISTING SEWER CLEAN -OUT
SCO
EXISTING ASPHALT
PROPOSED ASPHALT
PROPOSED CONCRETE
EXISTING GRAVEL
PROPOSED OVERLAY
LC � AREA
DISTURBED AREA REceivw
DRAINAGE AREA
ZONING LIMITS JAN 2 6 2007
-- -- SITE LIMITS i^ W`P7dAlf-
EXISTING SWALE
x EXISTING 6' CHAIN
LINK SECURITY FENCE
-5- - EXISTING CONTOUR ELEVATION
-5 0 PROPOSED CONTOUR ELEVATION
Q EXISTING TREES TO BE REMOVED
PROPOSED HELLERIO HOLLY
PROPOSED CRAPE MYRTLE
PROPOSED GINKGO
J I INLET PROTECTION
a
GRAPHIC SCALE
20 0 YO 20 40
( IN FEET )
> inch = 20 ft.
00
00
N �
1C� k7NM
O ry
a o m
"g o�
V h
a c o N
- a� z:
'Lj00 C-4= Ci
,'''���''� ••.
•"�',``'`,
a n,
z
q
kn
� o
F'
r
o
AOa,
4
M
o
cQr,1
Q O
u
o
N
W
leia
U
W
' 1
N V�
It Q
W N wok
V
1V
Con
Y
W
O
h
to
O
F
a
W
O
J
w
z
Z
0
a
0
z
a
U
s
I
N
�
F.i
I
q
J

2" X 4" STAKES
EROSION CONTROL MEASURES
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIRMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WATH SUCH LAWS. ORDERS, RULES AND
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
SEEDING SCHEDULE
SEED MIXTURE RATE OPTIMUM PLANTING DATES
1. KENTUCKY 31 FESCUE 5 #/1000 SF MAR. 15 - MAY 1
AUG. 15 - OCT. 15
2. COMMON BERMUDAGRASS 2 #/1000 SF MAY 1 - JUNE 30
(HULLED)
3. PEARL MILLET
2 //1000 SF
MAY 1 - OCT. 1
4. FESCUE
5 //1000 SF
OCT. 15 - MAR. 15
RIC
BURIED
1. SPACE STAKES EVENLY AROUND THE PERIMETER
OF THE INLET A MAXIMUM OF 3' APART AND
DRIVE THEM SECURELY INTO THE GROUND.
2. PLACE THE BOTTOM 12 INCHES OF THE FABRIC
IN A TRENCH AND BACKFlLL THE TRENCH NTH
LEAST 4 INCHES OF CRUSHED STONE OR 12
INCHES OF COMPACTED SOIL
3. THE TOP OF THE FRAME AND FABRIC MUST BE
WELL BELOW THE GROUND ELEVATION DOWNSLOPE
FROM THE DROP INLET TO KEEP RUNOFF FROM
BYPASSING THE INLET. IT MAY BE NECESSARY
TO BUILD A TEMPORARY DIKE ON THE DOWN
ABRIC SLOPE SIDE OF THE STRUCTURE TO PREVENT
EXCESS BYPASS FLOW. MATERIAL FROM WITHIN THE
AT CORNERS) SEDIMENT POOL MAY BE USED FOR DIKING.
FABRIC DROP INLET PROTECTION
NZ�710 YR=6.47
INLET ELEV.
CLASS B STONE
COMPLETELY
SURROUNDS RISI
PERMANENT
FWATER SURFACE
ELEV. = 5.50
6' SCH 40 PVC
THREADED PLUG -
THREADED PLUG WITH
7/8' DIA. HOLE
DRILLED THROUGH
INSET A (TYP)
NTS
INLET
ELEV. 6.71
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS ALL SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SHALL B E
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
LIMESTONE, FERTILIZER, AND SEED
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED
PREPARATION. LIMESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED
IT IS WORKED INTO THE SOIL IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY
OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE OF APPLICATION AND THEN HARROWED, RAKED, OR
OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED MALL BE DISTRIBUTED UNIFORMLY OVER THE
SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS
TO COVER THE SEED WITH A LAYER OF SOIL
719[aCIPLell
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL
BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE
APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNUGHT TO PENETRATE AND AIR TO CIRCULATE BUT
ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE.
MAINTENANCE
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY
CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
MAX. HEIGHT
18"
LENGTH AS NECESSARY
TO INSURE STABLE INSTALLATION
AX�O�
tE<O�
lalwlyll
BACKFlLL MINIMUM
8" GRAVEL OR 14"
COMPACTED SOIL
1. FILTER FABRIC SHALL BE EXTRA STRENGTH FABRIC
CAPABLE OF MEETING 5OLB/UN. INCH.
2. FABRIC SHALL HAVE A SLURRY FLOW RATE OF
0.3 GAL/SQFT/MIN. 8.
3. STAPLE OR WIRE THE FABRIC DIRECTLY TO THE POSTS.
4. EXCAVATE A TRENCH APPROX. 6" WIDE AND 8" DEEP
ALONG THE PROPOSED LINE OF POSTS UPSLOPE
OF THE SILT FENCE AND BURY THE BOTTOM EDGE OF THE
FILTER FABRIC. BACKFlV" LL THE TRENCH WITH COMPACTED " TRENCH
EARTH OR GRAVEL.
5. INSPECT SEDIMENT FENCES WEEKLY AND AFTER EACH RAINFALL UNDISTURBED SOIL -
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE FOR THE NEXT RAIN.
6, REMOVE FENCING AS THE DRAINAGE AREA IS STABILIZED.
SILT FENCE DETAIL
I I
BARREL
1 12" PIPE
6' I 1
1 1 INVERT = 5.50
16
#57 WASHED STONE
\� DRAWDOWN DEVICE-
6' GALV. STEEL PIPE
& FlTTINGS, ATTACH
/ TO RISER
ti Mw. PRIME WITH CLEAN METAL
EARANCE I PRIME & PAINT WITH 2 PART A
BLACK EPDXY (TYP)
� I
3' V
4'
NTS
1
8"
ANTI -SEEP COLLARS TO BE
PLACED MIDWAY BETWEEN
STRUCTURES AND SPACED
18" APART
X 4"
CONCRETE BOTTOM AND TOP OF SRUCTURE
1/2" 0 ROUND
SHALL BE REINFORCED WITH #4 REINFORCEMENT
BARS 3' O.C.
BARS 8" O.C. EACH WAY. REINFORCEMENT BARS
SHALL NOT BE PLACED CLOSER THAN 3" TO ANY
1/4" X 6' FLAT PLAT
EXPOSED EDGE OF CONCRETE. WALLS MAY BE
SEE
I"4' 4'
>�
CONSTRUCTED KITH 4" X 8" X 16" SOLID
CMU'S OR CAST IN PLACE CONCRETE.
INSET A
14"
W
WEIR ELEV. 6.30
112"
CMP
.
6" I
BARREL
INV. ELEV. 5.50
I
'DEVICE
N I
DwcE
OUTFLOW STRUCTURE
WDOWN
SECTION A -A
NTS
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. CUT NEW SWALES AND DITCHES AND CONSTRUCTION DETENTION POND.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5, INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
6. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES
WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF
GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT
7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS.
8. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
9. ONCE VEGETATION IS ESTABLISHED. REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
RIM ELEV.-
(SEE PLANS)
N
0
F
>
w
J
W
P.t ~
rc
S 3
¢ o
N LL
a m
CURB INLET
NTS
C.I. F. & G. = DI-840.03 BY CAPITOL FOUNDRY
OF VA., INC., OR EQUAL, HEAVY DUTY
CASTING, TOTAL WEIGHT = 550 LBS.
NOTE: ALL MATERIAL AND INSTALLATION TO
MEET MIN. SPECIFICATIONS OF NCDOT "
STANDARD SPECIFICATIONS FOR ROADS
AND STRUCTURES", LATEST EDITION.
C.I. STEPS FOR INSIDE
DEPTH GREATER THAN 4'
INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM. PLUS
16" IN EACH DIM.
PRECAST CONCRETE
SET CULVERT FLUSH
WITH INSIDE WALL
SEE PLANS FOR
CULVERT TYPE & SIZ
)00 PSI CONCRETE FOOTING
/ 6x6x10/10 WWM
COMPACT SUBGRADE TO
95% OF ASTM D 698
Iclnv. = 0.. I
11
/ 34.06'
9.0
g.0 �I R2.50'
0 ' I3113 4.50
6.0 / 3.83 5.50
5.50 4.502.5507
3.83 3.50 2,50 V
-_.-_' DETENTION POND
SURFACE AREA 3,570
_ SF
1
�� nim nw cmnrniac
83.42'
R42.50'
A. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN.
B. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCES SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY
L BY ALL CONSTRUCTION VEHICLES.
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
RIP RAP PAD
TOP ELEV. - 5.70
PERMANENT
IG GRADE 20' WATER SURFACE
-ELEV. 5.50
1 11P\WWII 1J1� = i Ill r) t
MARSH
L:
w
0
z
ELEV. = 2.50 a
\\\/\/
BOTTOM ELEV. = 1.50
FOREBAY AREA CROSS SECTION
NTS
PLANTING NOTES
1. VEGETATED SHELF SHALL BE PLANTED
WITH PLANTS SELECTED FROM THE TABLE
PROVIDED. 2 OR 3 PLANTS SHALL BE CHOSEN
FROM THE TABLE.
2. PLANT MATERIAL MAY BE AVAILABLE FROM
LOCAL WETLAND AREAS AND DITCHES. THE
CONTRACTOR SHALL VERIFY WITH THE LOCAL
OFFICE OF COASTAL AREA MANAGEMENT
WHETHER OR NOT A PERMIT IS REWIRED TO
TAKE PLANTS FROM THESE AREAS.
3, APPROPRIATE TRANSPLANTING OR
PLANTING METHODS SHALL BE DETERMINED
ACCORDING TO PLANTS CHOSEN. (PRIOR TO
DIGGING, THE TOPS OF THE PLANTS SHOULD BE
CUT OFF TO A HEIGHT OF 4-6 INCHES. CUT OR
DIG PLUGS APPROX. 4 INCHES SQUARE MAKING
SURE TO GET FULL ROOT DEPTH. THIS PROCESS
SHOULD IMPROVE THE SURVIVAL RATE OF MOST
OF THE PLANTS.)
EX.
10' VEGETATED SHELF -->�
COMMON NAME
SCIENTIFIC NAME
PICKEREL WEED
PONTEDERIA CORDATA
BLUE FLAG
IRIS MRCINICA
ARROWHEAD LICK POTATO
SAGGITARIA LATIFALIA
PERMANENT POOL ELEVATION = 5.50
ELEV. = 1
WET BASIN CROSS SECTION
NTS
--
Go
(10
00
y` U
x
M
U N
h
N
c
R o
`"tr.P
NS'
top
IOTA
4?:
..n na.
U
J
2
I
0
0
n
x
N
N
ik
8
W
U
1
1►� t \r�V` O�
v s� V Q
o
�V V
Vz
Y
m
O
J
w
w
0
A
0
W
0
g
n
0
1
N
x

RIM
(SEE
AS REQUIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS
NOTE: ALL MATERIAL AND INSTALLATION TO MEET
MIN. SPECIFICATIONS OF
NCDOT " STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES", LATEST EDITION.
C.I. F. & G. = DI-840.16 BY CAPITOL FOUNDARY OF
MPr�MIA INC. OR EQUAL, HEAVY DUTY CASTING,
= 180 LBS. MIN., GRATE = 270 LBS. MIN.
TO
3EL MASONRY AS REQ'D FROM FULL DIM'S OF
R BARREL TO INSIDE DIM'S OF FRAME.
3EL OR CONE SECTION MAY BE ECCENTRIC.
INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM.
8" SEWER BRICK MASONRY (SOLID)
SET MASONRY WALL FLUSH
W/ BELL END OF CULVERT
SEE PLANS FOR
CULVERT TYPE &
INV. IN.
111 . I+ )TING
jfjj=jj=jj �1jj=jj=ll-i I
=11.�.II��JI71.��1(.
COMPACT I . • OF ASlM . 698
DROP
PRUNE CODOMINANT LEADERS
PRUNE BROKEN, RUBBING
OR CROSSING BRANCHES
#10 WIRE THRU
RUBBER HOSE
REMOVE TAGS AND BALLINGLABLES.
CUT AWAY ALL BANG ROPES
REMOVE TOP OF WIRE BASKET
UNAMENDED BACKFILL SOIL
PARTIALLY BACKFILL, WATER TO
SETTLE SOIL, FINISH BACKFIWNG
WIDEN AND SCORE HOLE WALL
REMOVE CONTAINER AND CUT CIRCLING
ROOTS IF CONTAINER -GROWN, OR AS MUCH
BURLAP AS POSSIBLE IF FIELD -GROWN
DO NOT PRUNE TERMINAL
LEADER OR BRANCH TIPS
PRUNE NARROW CROTCH
ANGLES & WATER SPOUTS
2" X 2" STAKE INSERTED
�-12" - 15" INTO SOLID SOIL
DO NOT STAKE OR WRAP
TRUNK UNLESS NECESSARY.
PRUNE SUCKERS
2"- 3" MULCH KEPT
AWAY FROM TRUNK
SOIL WELL TO CONTAIN WATER
AREA FOR WATER DRAINAGE
(PIPE OR TILE COULD BE
INSTALLED)
LEAVE SOLID SOIL PEDESTAL
DO NOT DIG DEEPER THAN
BALL DEPTH.
TREE PLANTING DETAIL
NTS
CURB & GUTTER DETAIL PER NCDOT
ROADWAY STANDARD DRAWING / 846.01
CURB & GUTTER DETAIL
NTS
SURFACE MATERIAL
EARTH
NE 6" O.D. X 6' STEEL BOLLARD
W/ GALV. FINISH
GROUT FULL W 3000 PSI CONCRETE
AND FINISH W CROWN AT TOP.
�3" RISE
6 1/2" I.D. x 3'-3" SCH 40
STEEL SLEEVE SE IN 3 C.Y.
OF 3000 PSI CONCRETE.
SLOPE TOP AS SHOWN.
PIPE BOLLARD DETAIL
NTS
2" TYPE SF 9.5 A ASPHALT
p
T
." PIPE
a.•
1 Y � � � I 12"
PAVEMENT REPAIR DETAIL
NTS
ti 00
a^
w N
y2
U
M
h � N
U
F M
............tom
Q n '
co
•�• to "%00`
J
V
w
y1
O
#
N
Q
W
O
z
I
0
0
sq
N
[�ss1I
N
#
#
W
U
W
Q4
O \
1
I'V
�l
O
q
#
'M