SW7041102_APPROVED PLANS_20050313

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 70�
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
HOC DATE
,QW56l?2l f2
YYYYMMDD

VICINITY MAP
N TS
LEGEND
O PROPOSED SEWER CLEANOUT
0 PROPERTY PIN
POWER POLE
1)E PROPOSED POLE LIGHT
EXISTING POLE LIGHT
EXISTING FIRE HYDRANT
PROPOSED SEWER CLEANOUT
O CO EXISTING SEWER CLEANOUT
BENCHMARK
DRAINAGE FLOW DIRECTION
PROPOSED CHECK DAM
® WATER METER
EXISTING ASPHALT
PROPOSED ASPHALT
PROPOSED CONCRETE
(7) PROPOSED EASTERN RED OAK
('Ouercus rubra)
(1) (DWARF) CREPE MYRTLE
(Lagerstro&ma mdico 'Toronto)
11 (13) CREPE MYRTLE
(Zoy�strownia mdico W1a10hes2
(36) DWARF INDIAN HAWTHORN
(Raphio/epis umbe oto2
EXISTING TREE
X 70..39 EXISTING GRADES
0/-10.00 - PROPOSED GRADES
BUILDING SETBACK
SILT FENCE
- - - - - - - VEHICULAR SETBACK
GRAPHIC SCALE
20 0 10 20 40
*;;�� i� I I
( IN FEET )
1 inch = 20 ft
SIGN LEGEND
STOP
R1-1
STOP SIGN
®
NO RIGHT TURN
NO
R3 2
NO LEFT TURN
R5-1
DO NOT ENTER
R6-1R
ONE WAY
x,2.35 ,12.01 x 1, 79
EXISTING DUMP
TO BE REMOVED
x 12-14
x 12-72
KE
x 12.45
TC t12.82 x12.31 x12A2
CURB \
N80'45'00"E -
100.00'
x11.03 \\
t1 } x149d 4.
x 13.Ba PROPOSED VARIABLE 11.77\
t.
WIDTH INGRESS/ \
EGRESS EASEMENT. \
EXISTING BUILDING
t5.06 1 ffff R1-1
1,.05 ST "STOP" SIGN
x1b,'1a3-0` }€�4 R6-1R
x 1 ,g6 av ' ONE WAY"
SIGN
N/F
SOUTHERN SHORES
LTD. PARTNERSHIP
D.B. 1136, PG. 97
x 10.64
x 9.76
PHASFj
CONSTRUCTION
x 10.59
x 1,.42
x 10.55
TC f13.13 x 1 $TI G D U
WIPE DOWN 12' X 20' CONC.
-� x 9.66
PHASE 2
CONSTRU ON
x _ x] tS
7•41 - - - - - -
a
x 7.24
■, ETC 10.10
X e.as
7.00
TC ±7.38 6.96
WIPE DOWN
SITE DATA:
1. OWNER:
THE EAST CAROLINA BANK
DORSON WHITE
1001 RED BANKS ROAD
GREENVILLE, NC 27858
PHONE: [phone]
CLIENT / CONTACT PERSON:
GENE RACKLEY
HUDSON BROTHERS CONSTRUCTION CO.
P.O. BOX 2687
GREENVILLE, NC 27836-0687
PHONE: [phone]
2. LOT COVERAGE:
CONNECT TO EXIST.
EXIST. LIGHT
'49URB
PROPOSED
BUILDING/CANOPY =
3,636 SF
7.76%
D1 AT INV, f 4.47
TO BE REMOVED
b 97
PROP. ASPHALT =
22,157 SF
47.26%
109.60, x9-
PROP. CONCRETE =
1,780 SF
3.80%
CB (6A) TC 7.50
9s
OPEN SPACE =
TOTAL AREA =
19,309 SF
46,882 SF
41,187
100%
TC 8 83
INV.=6.30 x 7 91
5'_ VEHICULAR SETBACK
TC 9.20
7-15 tQQ
� x7�
20 BUILDING SETBACK 0 _
TC 7 90--
CURB
10.
Do Nor
�
DUMPSTER PAD,
SCREENED WITHo
y
d
I
`
+
R5-1
SIGN
6' HIGH OPAQUE
®
TC 9.00
+Q
0'
N 80'45'
" E
100.00
W
o
z
TC 10.10 TC 10.10
\
TG 9.40
`
y
'
TC 11.65 5' VEHICULAR SETBACK TC 11,35 :
c
FULLY PERFORATED PIPE
CB 1A
11.45
ONE
15'
m
113'
E
TC
WAY
-0,
PROPERTY
CB (5A)
-
WRAPPED IN FILTER
-INV 7.00
__� ___ _r-__ _
x
LINE TO SE
- - TC 9.00
F
FABRIC
-
VACATED
INV.=6-25
'
11 1 +
F - - - - - -
- -
11.45
11.45
9
24
4 f
+
I - N/F
r -
N
a
I EAST CAROLINA
.a
CAROLINA FINANCIAL
U
REPAI
I BANK
REALTY, INC.
7.9
23
AREA
I D.B. 1580, PG. 27
J . a : I
f
D.B. 368, PG. 945
r
+
!
ITC 10.15 i
2
'o•
:
co
1
x 7s2 E7d
b 7.12
.I
TC 10,40
22 o
PRIMARY
rn +
SEPTIC
15so } 11.65 11.65 T1RAINFEIL `x
I _ C --- ---- - -- � 7G N.6 - ->Ea;3 - �� -
�0 0 +
Q7;� -= TC .20 a I TC 11.15 m I C 12.11.75 58' TC 12.15 a.3$
x15.21 x10.59 - F
50.67 �
� 15 n
x
N/F x 10.96 � z TC 11.10---\ T .30 4
EAST CAROLINA 1a.49 -J<>_ o - TANK C s- ' a
BANK x 1a-41 D TC 10.70
_U 4
B 2 �w
D.B. 1580, PG. 26
x 107
Wa
U
a
PROPOSED
:10.8
TC 1 a.99.
REMOVE
f
;r,
X, IL
EAST CAROLINA BANK 12.20
-
4" ss 1.04%
METER &Box
7
Z
a
2 STORY BRICK BUILDING
ao-
Qp
I
a. 1 AND ABANDON
3�
.g0
9.16
WATER SERVICE
a79
518
CB (2A)
2,876 SF FIRST FLOOR
1 .8 -
#
x t
�z EXISTINC
GRAVEL DRIVE
F49�S-x,O.20 o
o
TC 10.00
INV.=7.00
894 SF SECOND FLOOR
TC 10.80 FF = 12.25
-
- - >}s
11 10' ---- - --TB
7
EMOVE
oD,
-
0.•
a:
s. g5
SEPTIC a
Iv �,j
a6 -
TANK
i
o$
x,ti.lo
xtat2 EXIST. WELL
12.
I
3
20'
17
a.53
TO BE
ABANDONED
47
11:40
1175
10
ca 8.15
N
i
x S.
CB (4A) 16
`
x,5.og
22
o
I
I
50.66
EXIST. BUILDING L
g`�g�5
Tc 10.00
INV.= 6-25 /54
37' LF 15" CMP
to.09
_
oa 10.75
- :10.75
$6'-15' FULLY
PERFORATED CPP
1" WS WITH 3/4 MER oa
04
INV IN = 7.50
INV OUT = 5.00
WRAPPED IN FILTER
- F - -
10.75 10.75 ,0.
xe��
T
14�
T _ 10'ti
`
x,7i.7&, .3a
FABRIC
I
10.65 d 1 6'
10.65
1 .65.
RAMP
TC10.50
TC 10.00
x 6
8.0 7.0
`
x 9.1 t 14
6.5
oI
TC 10.45 20'
p.3Q
zl
jl
1 2 3 4 5
� 7
3' CURB OPENING 35' - 15" CPP
10 ti6
C 10W/3
S.Y. RIPRAP
EXIST. BUILDING F_
�I TC 10.50
yI +
20'
3°R 10'
10 TC 10.50
TC 9.$8
TC 9.80
3 -49.23
2
,
R{ 4
12.0
PHASE I CONTOURS
25
R5-1 SIGN
`,
x,o 3
8. R
TC 9.50
k
DO NOT
- t0.fi1
TC 10.4
-
x 14.86 10.a9
ENTER
- -
- - - 90'
-- -
- 15" FULLY
TC 10.45
-- -
_
- - 8 0� - - -
3a x
T
PERFORATED CPP WRAPPED
4
'
x 14-83
x �54 {
-
-
-- x 1 41 +� IN FILTER FABRIC
R3-1 SIGN
^ - - 7.0 =- -
- -6.5- -
E
24'
8.55-1,
��
4-
25' BUILDING
SETBACK x 9.55
L
CB 3A
{ ) _ - - - ` - - -
56 1 t 20' BUILDING SETBACK
-�---------
- - - - M
- - -
x
R3-2 SIGN
TC = 10.00
INV. = 7.0 TC 10�a04g
p6g---
x 9.69
TC 10.15
4
- - -
57
7.32
x 14.19
-
'�
- ---
G�
9•
INV. = 6.25
x 15.E
�C t1.66
R1-1
4
Tg 10.09
�
8.0 5.5
7 0
3 S.Y. RIPRAP
ST(
"STOP" SIGN
4 9- .93
INV. 6.50
13
x 7-21
38:
S.Y. RIPRAP
REMOVE SIGN
- - - - - -
- - -11463- - - -
x a.34 TC 12.00
- - - - - - - - - - - - - -
TC 1.3
- - -TYPE_"�
RYARD- -
- 5' VEHICULAR_SETBACK- - - -
- - - - - - - -
EXIST. TEL. PED.
7x-1 r ,1.0`
FIF
1
w
x 15- 40 10 TC 12.44
12
100.00'
S80'45'00"W 14
WE x3. 40
7
44
4
x 12.10 WIPE DOWN
x ,0.
15.2a
CURB
`45'0.0"W
±12.12
ITC 11 70
±11 17
145.35'
EX. WM -- 4 wm 3 EX. was - 0
t12-44
3 5
t12.72
RELOCATE
WATER METER
BEHIND CURB
6" MONOLITHIC CONCRETE
ISLAND WITH 7' BREAK FOR
BIKE PATH (NCDOT
STANDARD DRAWING 852.01)
NO SIGNS SHALL BE
INSTALLED IN ISLAND.
WIPEDOWN CURB
EX. WM -
f11,62
TEMPORARY ±11.44
CONSTRUCTION
ENTRANCE
REMOVE EXIST BIKE PATH &
REPLACE W/ NEW PVMT. SECTION
US.HWY 158 -
12 0' R/W
E
EXISTING
_
STRUCTURES - 3,671 SF 7.83%
4 CONC•
EXIST. PAVEMENT 16,513 SF 35.22%
_
OPEN SPACE 26.698, $F 56.959
VALLEY GUTTER
-
TOTAL AREA 46,882 SF 100%
x7.
DISTURBED AREA: PHASE 1 = 0.52 AC
PHASE 2 = 0.56 AC
t
3.
SITE LOCATION:
TC 7.62 y
THIS SITE IS LOCATED IN SOUTHERN SHORES
WIPE DOWN 7.07 x
ON THE NORTHWEST CORNER OF JUNIPER TRAIL
CURB
AND US HWY 158 E.
7 21
ADDRESS: 1 JUNIPER TRAIL
696 1
TOTAL AREA = 1.06 AC
g1 6.6
R1-1
4.
PARKING:
"STOP" stop
STOP" Sill
3770 SF BANK
1 SPACE PER 200 SF = 19
PLUS 1 SPACE FOR EACH 2
EMPLOYEES = 6
SPACES PROVIDED = 25
SD MANHOLE (28) Soso.
(INCLUDING 1 HC SPACE)
RIM = 7.25
INV = 4.75
5.
ZONING:
7 20 7 o
THIS SITE IS ZONED: C (GENERAL COMMERCIAL DISTRICT)
6.
FLOOD ZONE:
SITE IS LOCATED IN FLOOD ZONE X
7.02 '
ACCORDING TO FIRM MAP NUMBER
370430 0002 C. DATED APRIL 2, 1993.
7.
BUILDING SETBACKS:
R/W = 25'
REAR = 20'
_7.75
SIDE LOT = 10'
EXIST. LIGHT
8.
VEHICULAR SETBACK: 5'
TO BE
REMOVED
9.
BOUNDARY INFORMATION TAKEN FROM A BOUNDARY
DRAWING SURVEYED FOR MICHAEL S. & CYNTHIA
BISHAL, DRAWN BY KIRK R. FOREMAN OF LAND
7.52
SURVEYING COMPANY, DATED APRIL 27, 1993.
6' ASPHALT MULTI-
10.
DISTURBED AREA = 0.95 AC
PURPOSE PATH
11.
LANDSCAPED BUFFERYARD REQUIREMENTS:
A TYPE "C" R/W BUFFERYARD IS REQUIRED ON
t
THIS SITE. ALL AREAS IN BUFFERYARD NOT
9�0
PLANTED SHALL BE COVERED WITH MULCH.
LANDSCAPING MUST BE INSTALLED AS SHOWN
ON THIS PLAN. ANY CHANGES MUST BE APPROVED
BY THE SOUTHERN SHORES PLANNING DEPARTMENT.
(SEE LEGEND FOR PLANT LISTING/SPECIES.)
12.
ALL EXISTING LANDSCAPING TO BE REMOVED FROM SITE.
EXIST.
!
t
13.
�S;
TO BE WELD
4
ALL SIGNS MAST BE APPROVED BY THE TOWN OF
ABANDONED roomI
AB
SOUTHERN SHORES PRIOR TO INSTALLATION.
SD MANHOLE (18)
14'
LIGHTING'
RIM = 8.00
SEPARATE PLAN PREPARED BY HDM & ASSOCIATES.
a INV = 5.00
7.st
15.
EROSION CONTROL•
DURING CONSTRUCTION AND SITE WORK THE SITE
a.
It
SHALL BE SURROUNDED WITH SILT FENCE (SEE DETAILS)
4
EXCEPT AS !NECESSARY FOR INGRESS/EGRESS OF
CONSTRUCTION TRAFFIC. CONTRACTOR SHALL MAINTAIN
EROSION CONTROL MEASURES AFTER EACH RAIN EVENT
�
OR WEEKLY.
16.
ELEVATIONS:
ELEVATIONS ARE TIED TO NGVD29, STATION Y 167
ELEVATION = 31.84.
HuAS
� do
E
I
14�S
NOTE: SEPTIC DRAINFIELD LOCATIONS ARE APPROXIMATED AND
:1ER. 0
BASED INFORMATIONOVIDED BY THERTO
CONTRACTOR SHALL VERIFYON
LOCATIONS PRIOR
'
CONSTRUCTION AND CONTACT HYMAN & ROBEY P.C.
s
I
IMMEDIATELY SHOULD FIELD CONDITIONS DIFFER FROM PLANS.
�
l
c
8.
TBM - TOP NUT ON
1 PROPOSED VARIABLE g.g7 AQ� FIRE HYDRANT
WIDTH INGRESS/ ELEV = 11.40
EGRESS EASEMENT.-
•r O
g�15
$.9a
32 EX. wM - EX. WM
g-17
SEQUENCE OF CONSTRUCTION:
1. CLEAR & GRUB PHASE 1 AREA.
2. ROUGH GRADE PHASE 1 AREA.
3. INSTALL UTILITY AND STORM DRAINAGE PIPING IN PHASE 1 AREA.
4. FINE GRADE, INSTALL CURB & GUTTER, PLACE BASE STONE, AND PAVE PHASE 1 AREA.
5. TOPSOIL,, FERTILIZE, AND SEED ALL DENUDED PHASE 1 AREAS TO ESTABLISH PERMANENT VEGETATIVE COVER.
6. PROVIDE WIPEDOWNS/TEMPORARY PAVEMENT TO ALLOW ACCESS FROM EXIST. DRIVE AISLES TO NEW
PHASE 1 DRIVE AILES. MAINTAIN SINGLE LANE ACCESS FROM JUNIPER TRAIL ENTRANCE TO NEW BANK
DRIVE-THRU.
7. ONCE PROPOSED BANK IS COMPLETE, DEMOLISH EXIST. BANK AND PARKING/DRIVE AISLES.
8. FINE GRADE, INSTALL CURB & GUTTER, PLACE BASE STONE, AND PAVE PHASE 2 AREA.
9. INSTALL LANDSCAPING.
10. TOPSOIL, FERTILIZE, AND SEED ALL DENUDED PHASE 2 AREAS TO ESTABLISH PERMANENT VEGETATIVE COVER.
g.21
9.35
g.g6
FEB 14 2005
N OTI FY
ULOCO
1-800-632-4949
FOR LOCATION OF EXISTING
UTILITIES
g3 NORTH CAROLINA ENVIRONMENTAL.
OOMMI41151011
©NEM OF WRIER QUALITY
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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 WITH 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
TYPICAL DITCH OR SWALE
NTT;
4" THICK 2500 PSI CONCRETE SIDEWALK
SLOPE 1/4" PER FOOT
xx6"
-III III III III III
--I III III III III ul
oo
II III III
111111,1i1= III 1I RII III, I
COMPACTED EARTH
CONCRETE SIDEWALK DETAIL
NTS
ADJACENT GRADE VARIES
t 8.00 - 10.00
ti
INFILTRATION BASIN SECTION
NTS
2" TYPE 1-2
ASPHALT MIX
6" ABC STONE BASE
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SO4L 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 SHALL 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.
f11111h.IIZIC,
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 SUNLIGHT 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.
VA., INC., OR EQUAL, HEAVY DUTY CASTING,
RIM ELEV. TOTAL WEIGHT = 550 LBS.
(SEE PLANS)
4
=e '
a
8"
er
z to
o
C.f. STEPS FOR INSIDE
a
DEPTH GREATER THAN 4'
m
Q w
INSIDE DIMENSIONS:
¢
a
SHALL BE EQUAL TO THE
lil Fr
LARGEST CULVERT DIAM.
All
8" SEWER BRICK MASONRY (SOLID)
SET MASONRY WALL FLUSH
W/ BELL END OF CULVERT
PARGE INVERT
/
CONCRETE --
LOPE
TO
SEE PLANS FOR
CULVERT INVER
.
.............
CULVERT TYPE & SIZE
--
INV. IN
'--'--'-'-----'
SEE PLANS FOR SLOP£
................
-:::
....... .• •• ...... • ......
3000 PSI CONCRETE FOOTING
1 I=1 I W/ 6x6x10/10 WWM
Ir:COMPACT SUBGRADE TO
-� I —I 11= 95% OF ASTM D 698
CATCH BASIN
NTS
PRUNE CODOMINANT LEADERS
PRUNE BROKEN, RUBBING
OR CROSSING BRANCHES
DO NOT PRUNE TERMINAL
LEADER OR BRANCH TIPS
PRUNE NARROW CROTCH
ANGLES & WATER SPOUTS
2" X 2" STAKE INSERTED
#10 WIRE THRU
12" — 15" INTO SOLID SOIL
RUBBER HOSE
DO NOT STAKE OR WRAP
TRUNK UNLESS NECESSARY.
REMOVE TAGS AND LABLES.
CUT AWAY ALL BALLING ROPES
PRUNE SUCKERS
REMOVE TOP OF WIRE BASKET
2"- 3" MULCH KEPT
UNAMENDED BACKFILL SOIL
AWAY FROM TRUNK
PARTIALLY BACKFILL, WATER TO
SOIL WELL TO CONTAIN WATER
SETTLE SOIL, FINISH BACKFILLING
WIDEN AND SCORE HOLE WALL ��\�\��\ d . = \ \ AREA FOR WATER DRAINAGE
(PIPE OR TILE COULD BE
V/\�.A/� �/� /�/� /� /� ♦ /,� /.� /�
.:A/V/�
REMOVE CONTAINER AND CUT CIRCLING
INSTALL
ROOTS IF CONTAINER -GROWN, OR AS MUCH
LEAVE SOLID SOIL PEDESTAL
BURLAP AS POSSIBLE IF FIELD -GROWN
DO NOT DIG DEEPER THAN
BALL DEPTH.
TREE PLANTING DETAIL
NTS
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 ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY 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-
0
1 490 �.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
STANDARD HANDICAPPED PARKING SIGN(TYPICAL)
PROVIDE FLARED SIDES TO BE INSTALLED AT REQUIRED HEIGHT AND
® 2:12 MAX. SLOP DIMENSIONAL RELATIONSHIP TO PARKING STALL
OR HANDRAILS
HANDICAPPED PARKING STALL
10' RAMP FACE OF 6" CURB
1:20 SLOPE AS DIM'D.
ON
SITE PLAN
PARKING STALL PAVEMENT MARKINGS (TYP.)
STANDARD HANDICAPPED SYMBOL
5.0 FT_ WHEELCHAIR ACCESS AISLE AMP
8' 8
PLAN VIEW OF PARKING STALL(S)
VAN
ACCESSIBLE )
RESERVED
PARKING
-BOTTOM EDGE OF SIGN
MAXIMUM
PENALTY
$254]
S 0— 2 CLEARANCE:
60" OUTSIDE OF PEDESTRIAN AREAS
84" WITHIN PEDESTRIAN AREAS
-GRADE
A.D.A. STANDARD HANDICAPPED PARKING SIGN
(W/ STANDARD HANDICAPPED SYMBOL)
HANDICAPPED PARKING WALKWAY
& RELATED DEVILS
NTS
li Mp,X
11
MAX. HEIGHT
18"
LENGTH AS NECESSARY
TO INSURE STABLE INSTALLATION
0. FILTER FABRIC
BACKFILL MINIMUM
8" GRAVEL OR 14"
COMPACTED SOIL
1. FILTER FABRIC SHALL BE EXTRA STRENGTH FABRIC
CAPABLE OF MEETING 50LB/UN. INCH.
2. FABRIC SHALL HAVE A SLURRY FLOW RATE OF
0.3 GAL/SQFT/MIN. 8"
3. STAPLE OR WARE THE FABRIC DIRECTLY TO THE POSTS.
4. EXCAVATE A TRENCH APPROX. 6" WIDE AND 8" DEEP
ALONG THE PROPOSED LINE OF POSTS UPSLOPE
OF THE SILT FENCE AND BURY THE BOTTOM EDGE OF THE
FILTER FABRIC. BACKFILL THE TRENCH WITH COMPACTED 'V" TRENCH
EARTH OR GRAVEL
5. INSPECT SEDIMENT FENCES WEEKLY AND AFTER EACH RAINFALL UNDISTURBED SOIL -
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE FOR THE NEXT RAIN.
6. REMOVE FENCING AS THE DRAINAGE AREA IS STABILIZED.
SILT FENCE DETAIL
NTS
AS REQUIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS
RIM ELEV.-
(SEE PLANS)
V11/11-
2"X 4"
POST
NOTE: ALL MATERIAL AND INSTALLATION TO MEET
MIN. SPECIFICATIONS OF
NCDOT " STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES", LATEST EDITION.
C.I. F. & G. = DI-840.16 BY CAPITOL FOUNDARY OF
VIRGINIA, INC. OR EQUAL, HEAVY DUTY CASTING,
FRAME = 180 LBS. MIN., GRATE = 270 LBS. MIN.
8"
CORBEL MASONRY AS REQ'D FROM FULL DIM'S OF
RISER BARREL TO INSIDE DIM'S OF FRAME.
CORBEL OR CONE SECTION MAY BE ECCENTRIC.
DROP INLET
NT$
INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM.
8" SEWER BRICK MASONRY(SOLID)
SET MASONRY WALL FLUSH
W/ BELL END OF CULVERT
w/ VAVAIVI IV wwm
-COMPACT SUBGRADE TO 957' OF ASTM D 698
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