SW7080608_APPROVED PLANS_20080620

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW lD�S (�6 (%k
DOC TYPE
El CURRENT PERMIT
L� APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

SHEET INDEX:
N 0. TI TEE
CS COVER SHEET
Cl EXISTING CONDITIONS
C2 SITE LAYOUT
C3 GRADING, EROSION, & SEDIMENTATION CONTROL PLAN
C4 UTILITY PLAN
C5 OFF -SITE DRAINAGE IMPROVEMENTS
C6 SEWER FORCE MAIN PLAN & PROFILE
C7 STORMWATER POND & DETAILS
C8 DETAILS
C9 DETAILS
C10 PUMP STATION DETAIL
WEST END FIRE
US HWY 70
HAVELOCK, NORTH
VICINITY MAP
WELLS WAYSIDE
FURNITURE STGf
SITE
STATION
WEST
SERMONS BLVD
CAROLINA
MAGNOLIA
1
I EXISTING BORROW PIT /
NOT TO SCALE
LEGEND
EXISTING
x 3". ` ,
SPOT ELEVATION
r
SHRUB
TREE
TREE TO BE REMOVED
-'N---
WATER MAIN
- -
SEWER MAIN
---
DRAINAGE PIPE
-UHE-
OVERHEAD ELECTRIC
-UGE -
UNDERGROUND
ELECTRIC
FENCE
NEW
+38.00'
W
—S-
-D—
DG
VAL VE
HYDRANT
C;
SEWER MANHOLE
CLEARING LIMITS —CL—
SILT FENCING �r�
CONCRETE
RIP RAP OUTLET
PROTECTION
;NL�ETFPROTEC110N
J�VIGE
'ONCRETE CURB
'ND GUTTER
STORMWATER
A ?;Till
MAMA(-PF r:JT, olAv'sL
>yT, E „
Js::_ a/_u rvR iZ.7
-- — i0 or
97aX06o$
AIVA Dn
NOTE:
THERE /'K NO 404 WETLANDS, BLUE LINE STREAMS
OR RIPARIAN BUFFERS LOCATED ON THIS SITE.
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07014.DWG

A EROSION CONTROL PLAN
C1 C1 SCALE 1"=30'
NOT FOR RECONDITION, CONVEYANCES
OR SALE
NOTE:
THERE ARE NO 404 WETLANDS, BLUE LINE STREAMS
OR RIPARIAN BUFFERS LOCATED ON THIS SITE
LfGEMD
EXISTING
NEW
x 3
SPOT ELEVATION
+38.00'
SHRUB
TREE
TREE TO BE REMOVED
- -
WATER MAIN
W-
- -`-
SEWER MAIN
—S
- --
DRAINAGE PIPE
D-
-C'hE -
OVERHEAD ELECTRIC
D-
-
UNDERGROUND
ELECTRIC
-x- *-
FENCE
'
VAL VE
HYDRANT
SEWER MANHOLE
CLEARING LIMITS
—CL—
SILT FENCING
CONCRETE
RIP RAP OUTLET
Cl
PROTECTION
II NFL�ETTFPROTECTION
�^�
1 I I �
DE lE
�u 3
CONCRETE CURB
AND GUTTER
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
0
C 1 1
07014.DWG

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A SITE LAYOUT PLAN NOTE: GRAPHIC SCALE
c2 c2 SCALE 1 =30 THERE ARE NO 404 WETLANDS, BLUE LINE STREAMS 30 0 15 30 60 120
OR RIPARIAN BUFFERS LOCATED ON THIS SITE
( IN FEET )
1 inch = 30 ft.
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-
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A. �:.
INV 5 UT
C3 C7
N� 280�_--_
N� al STROMWATER DRAINAGE AREA= 2110__ --
s 106,849SF, c = 0.59 26.0_p-
\
24. 23
CU F OUTLET S RE
VIA \ C3 C7
A
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24.9 Cu
INV OUT 2�
/13 24.8 28.
0 X 28.2
d \ Nw 8.5 2£
N N ti� �I•
LIMITS OF DISTUR ANCE\
\ 28.0
\ \B #4
24.7'
301 127.
DRAIN
12• SLOTTED
:D DRAIN
u
. � fCB #3
®-I
PERMANENT POOL = 25.2'
E STATI
FE=29.6'
30' ACCESS ESM'T
- 21' J' U
28.6
28.8 - 18' 91
N8631'U2"E GRAVEL & SOIL DRI
2s, 0 9' 5
8.6 2 E29,0 28, 9 Is i ITrn7,4
29.0 2 �� X 27.4
9.3 29.3 27.0 ---X 26-4----- X 27.0
X"�----
0�� X27.4 X27.5
�9 2 22 ^ 26, LIMITS OF DISTURBANCE
2 9
29.2 T E rB
18LF 18' C3 C7 X 26.9
2LF 18' RCP @ 0.4%
P @ 0.4% 28.9 26.0
9 28.6 CB #9 26.0
1
24\-V, 28. CB #10 INV IN R
1 25.5 \
INV OUT
N X 27.0
24.9
INV OUT 9.2
28.9
2OLF 18' 29.2
RCP @ 0.4%
B #8 29.5
9.3
28 X28.4 �(28, \ )�27.8 29. 8.7 0 X27.3 X27.1 X27,0
-
d 28.9 7 Wo�
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0
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C3 C8 I
#6 9,5� 9
° 29 29.
28.0 29.8
24.5 8.0 p 28.9 I �O
\ 2s 2 30,0 �(b
28.3 P ° X 2�
\ 78. X .8 28. X28. a 28"5 L X
\ 24.4$. 8.2 R6�F p l• 2� 9 30.0 It X28.6 q X
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28.6 N�
°
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29.4
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° p
p 2
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LIMITS OF DISTURBANCE
,
p
a '
a
8.78
STROMWATER DRAINAGE AREA=
7. �'g p .;
°
B
106,849SF,s4.59
END' CL
29.0 X27.5 28
27.1-r C3 C7
X 28.5
N�
2427.0 -
X 28.3
X28.8
X27.9
9
f� 5
213.06
X 27.4
X28.2
27.3 27.2
\ �L 25.8
X27.2
X27.8 X27.9 X27.8
X27.6
Np X 26.2 LIMITS ISTURBAIG�6.9
R I V E
S❑ i_ Li
LIMITS OF DISTURBAN
w \�
X 26.7
9
N
A GRADING PLAN
C3 C3 SCALE 1"=20'
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3.INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. ROUGH GRADE SITE.
6. SEED AND MULCH ALL DISTURBED AREAS/ESTABLISH PERMANENT VEGETATION
7. RESEED AS NECESSARY TO ESTABLISH VEGETATION.
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
3. ANY SEDIMENT TRACKED ONTO THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED IMMEDIATELY.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCING,
AND CHECK DAMS WHEN THE SEDIMENT ACCUMULATES
TO A DEPTH OF ONE FOOT.
CATCH BASIN ELEVATIONS
C8#
RIM
INV IN
INV IN
INV OUT
1
27.5
26.7
-
25.75
2
29.0
25.85
-
25.8
3
28.6
25.6
-
25.5
4
27.6
25.65
-
25.6
5
28.0
25.35
25.35
25.27
6
29.0
-
-
26.6
7
29.0
26.3
-
26.2
8
29.0
26.0 S
25.0 W
25.0
9
28.4
25.9
-
25.8
10 128,4
25.7
-
25.6
11 128.2
1 -
1-
26.0
POND STAGE/STORAGE
RELATIONSHIP
STAGE
ELEVATION
AREA SF
A VOL CF
TOTAL VOLUME ABOVE
PERMANENT POOL
0 FT
25.2 FT
6,580
0
0
0.5 FT
25.7 FT
8,454
3,758
3,758
C.8 FT 126.0
FT
8,808
2,589
6,347
1.8 FT 127.0
FT
10.028
9,418
15,765
2.8 FT 128.0
FT
11.305
1 10,667
26,432
STORMWATER DETENTION POND
TABLE
74-EAY ONLY
CONTOUR
AREA SF
AVE.
AREA
DEPTH
A VOL.
18.0
51 SF
94
1.0
94
19.0
136 SF
194
1.0
194
20.0
252 SF
324
1.0
324
21.0
396 SF
482
1.0
482
22.0
567 SF
667
1.0
667
23.0
766 SF
879
1.0
879
24.0
992 SF
1079
0.7
755
24.7
1166 SF
1366
0.3
392
25.0
1445 SF
1544
0.2
309
25.2
1643 SF
4096FT'
-ONE i4LY
CONTOUR
AREA(SF)
AVE. AREA
DEPTH
A VOL.
18.0
639 SF
823
1.0
823
19.0
1007 SF
1207
1.0
1207
20.0
1406 SF
1621
1.0
1621
21.0
1835 SF
2065
1.0
2065
22.0
2295 SF
2540
1.0
2540
23.0
2785 SF
3046
1-0
3046
24.0
3306 SF
3500
0.7
2450
24.7
3694 SF
4061
0.3
1218
25.0
4427S7
4682
0.2
936
25.2
4937 SF
15906FT'
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT FACILITY
N0
T�,L_=�E ARE NO 404 WETLANDS, BLUE LINE STREAMS
0P, R► ARIAN BUFFERS LOCATED ON THIS SITE
• ;, GRAPHIC SCALE
I
s
i
( 1N f'Ek7r )
i p 1 inch 36ft.
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O'7014.DWG

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STONE CHECK DAM ( L
C5 C8
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-LIMITS OF STURBANCE
P LLU- boOd NI
�— HOLIQ a30
—=yL '
DEMOLISH EXISTING 15' NdIQ3W Q3SSd219
RCP & REPLACE WITH DEMOLISH EXISTING 15'
DEMOLISH EXISTING 15' NEW 241.F 18' RCP TO RCP & REPLACE WITH
RCP &REPLACE WITH INDICATED GRADES NEW 24LF 18' RCP TO
NEW 2k 18' RCP TO 25..3' 23.82' INDICATED GRl�S
IN
INDICATED GRADES
5 24.D2 —
INV IN
5.0' 23.7
a 24.3' 23.30' INV' OU INV OUT
REGRADE EXISTING GRASS ROADSa^�
23.023.0' SWALE TO INDICATED MAINTAIN��ti�
4:1 FRO & 3:1 BACK SLOPE d
9 MITS OF DISTURBANCE a
WA DRAINAGE IMPROVEMENT HP
LAN
C5 SCAL 1"E =30'
NOTES:
1. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL.
2. ACCESS FOR DITCH REGRADING AND PIPE CLEANING SHALL
BE ALONG THE EXISTING DRAINAGE DITCH.
3.DITCH REGRADING EFFORTS SHALL BE LIMITED TO THE
EXISTING TOP OF BANK LIMITS.
4.ALL DISTURBED AREAS SHALL BE REVEGETATED WITH
CENTIPEDE SOD.
5. THIS WORK AREA IS ON AN NCDOT RIGHT-OF-WAY AREA.
CONTRACTOR SHALL REFER TO NCDOT ENCROCHMENT
AGREEMENT.
6. ALL DRIVEWAYS SHALL BE REPAVED WITHIN FIVE (5)
BUSINESS DAYS OF DEMOLITION.
7.PROVED NEW CATCH BASINS OF APPROVED NCDOT MATERIALS
IN ACCORDANCE WITH THE DETAILS ON SHEET C17.
►J
INV 01
y
OF
INV IN
a
104LF 18' FSP
— — 12 —
INV IN
go-Oel
A
V
1
d03
NdIQ3W Q3SSd219
LIMITS OF DISTURB
.F 18 RCP �LLti
— 24.7' —QVOa :13lA J3S 311 NI9?J31N39 IN IN _
N
b CD
LL-61Z
N
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30
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GRAPHIC SCALE
0 15 30 60
120 1
CD
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C 5
( IN FEET )
1 inch = 30 ft.
07014.DWG

7
1®l
1 STORMWATER DETENTION POND
C3 C7 SCALE: 1"=10'
3
ELEVATION=25.7'
ELEVA
roo
28,0---_
—27.0 ___
—26,0-_
25.2-
-----2 5,
��3,4
24.023,
2' 1,020 0
19,
CONTRACTOR TO PROVIDE CLAY LINER
FROM CLAY SPOIL. PROVIDE CLAY OVER
SAND AREA IN POND IN ORDER TO
IMPROVE WATER HOLDING CAPACITY.
2 STORMWATER DETENTION POND
C3 C7 NOT TO SCALE
20'
00000
0 ° 0 ° 0 6" LAYER OF COARSE AGGREGATE
0006 ° °OVER 12" LAYER OF STONE BASE
0000 COARSE
50 00000
00000 10'
00000 f
000000
EDGE OF EXISTING
ROADWAY PAVEMENT
AD
/ A 1GRAVEL CONTROL ENTRANCE
C3 C7 NOT TO SCALE
NOTES: 3
1. PROVIDE GRASS SWALE
AT ALL OUTLET DITCHES
2. VEGETATE IN ACCORDANCE
WITH VEGETATION PLAN.
kSS SWALE
TO SCALE
::
N
PERMANENT POOL = 252'
25,
NOTE:
NEW DWQ REQUIREMENT FOR PERIMETER SHELF PLACEMENT SHALL BE 10 FEET WIDE
AND CENTERED ALONG THE PERMANENT POOL LEVEL. THE INSIDE EDGE OF THE SHELF
SHALL BE 6" BELOW THE PERMANENT POOL. THE OUTSIDE EDGE SHALL BE 6" ABOVE THE
VEGETATE 3:1 POND SIDE SLOPE ABOVE
AQUATIC SHELF IN ACCORDANCE WITH
PROJECT VEGETATION PLAN. SEE DETAIL D,
THIS SHEET.
SELF ANCHORING
METAL POST Q 6' O.C. MAX
12 GUAGE 6 X 6 WIRE MESH
FILTER FABRIC
8„ �
FLOW
3'
_L
B SILT FENCE
C3 C7 NOT TO SCALE
24 Z
20LF- 18'
RCP @ 0,
iCB #8
PLANING AT 4' O.C.
CENTER SHELF
ALONG PERMANENT
POOL LEVEL
(-- ELEVATION=25.2'
; RIMETERI SHELF PLANTING LIST
D VEGETATION PLAN
C3 ucl
ELEVATION=25.7'
SCIENTIFIC NAME
COMMON NAME
SIZE
IRIS VIRGINICA
BLUE FLAG IRIS
LARGE PLUG
PELTANDRA VIRGINICA
ARROW ARUM
LARGE PLUG
SAGITTARIA LANCIFOLIA
BULLTONGUE
LARGE PLUG
SAGITTARIA LATIFOLIA
DUCK POTATO
LARGE PLUG
SPARGANIUM AMERICANUM
BUR-REOD
LARGE PLUG
ZIZANIOPSIS MILIACEA
WATER MILLET
LARGE PLUG
PROVIDE EVEN NUMBER OF SPECIES PLANTED AT 4' O.C. IN
ALL DIRECTIONS WITHIN PERIMETER SHELF.
REFERENCE: COASTAL PLAIN CONSERVATION NURSERY, INC.
3067 COMMERCE DRIVE
EDENTON, NC 27932
[phone]
SOL'n nnrn.oT nnunor= nnv
BY
SX2
#5 ALUMINUI
4" O.C.
4" PVC OUTLET
TRASH SCREEN-#5 ALUMINUM BAR
0 4' O.C. EACH WAY WELDED TO
FRAME AND ATTACHED TO
OVERFLOW WEIR OPENING
TOP OF STRUCTURE = 27.66'
4" SCREW TYPE PLUG 6
ELEVATION OVERFLOW WIEIREIR
m
4" PVC CAP q ,
TOP OF FOOTING = 22.0'
BOTTOM OF STRUCTURE = 21.65'
CN
BOTTOM OF CONCRETE = 21.0'
O
O°C) O 0 00 O
p00° O 0000
p 000, 0 0pp0 0 0 ° p0�0
RC? °o ° °8p°o 0 0 000
o 0o O o 0
00o o° °o
oo p A
Do 11.5'
ca °O RIP RAP o
0 0
0 0 0°00 00
O ° 000 °O00 00 0
° O O p °00 °
oo�oo°°o 00
PROVIDE 2x12 BOARD(S) ACROSS
1/3 MIN. HEIGHT OF INLET
FACE OF PIPE TO PREVENT
RCP SEDIMENT FROM ENTERING PIPE.
REMOVE REMOVE AFTER
} 10'
Do S„
RIP RAP
zzr.
n°O00090°(�O°n�C��l�n �nnn cp/
2 LAYERS FILTER FABRIC
SECTION C-C
NOT TO SCALL
i�o AV
NESS
R 4.. I 6" I 9„
�;OTE:
1. PLACE STABILIZATION AT ALL CULVERT INLETS & OUTLETS UNDER
AS INDICATED.
2. EXCAVATE BELOW CHANNEL AND WIDEN CHANNEL TO THE
REQUIRED DEPTHS.
PLACE FILTER FABRIC ON PREPARED BOTTOM AND SIDES.
OVERLAP ALL JOINTS 1'-0".
RIP RAP SHALL BE 6" IN DIAMETER (AVERAGE) AND
PLACED IN TWO LAYERS.
OC
TLETPROTECTION
' CT TC SCALE
PLAN
E 1-2.5' WEIR ,
4" PVC STUBBED INTO
3' CLEAR INSIDE
ELEV=25.1
^ 6^X6.^.
F )STORMWATER DETENTION POND OUTLET STRUCTURE
C3 I C7 JNOT TO SCALE
STRAPS 24" O.C. ANCHORED
IN CONCRETE 12" MIN.
'ENING FOR (TYPICAL OF 4)
& GROUTED
i
3° WIDE x 1/4" THICK METAL
STRAPS 24" O.C. ANCHORED
IN CONCRETE 12" MIN.
(TYPICAL OF 4)
OUT=25.1
—I
'&40(1LF
118$;' RCSP OUTLET
40 LF 18:' RCP
& (1) 24FES
24" WIDE x T THICK CONCRETE
ANCHORAGE FOR PIPE
0-
CD
CDQ
H cc
zo
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I 07014.DWG I

RESERVED
PARKING
18"
12"
MAXIMUM
PENALTY 9"
$250
GS 20-37.6
12"
NOTES: ACCE�
1. COLORS
BACKGROUND: WHITE
LEGEND AND BORDER: GREEN
WHITE SYMBOL ON BLUE BACKGROUND
2. MOUNT THE SIGN 60" ABOVE GRADE.
A HANDICAP PARKING SIGN
Cl C8 NOT TO SCALE
ADJOINING SLOPE = Y: X
SLOPE SHALL WHERE X IS A
NOT EXCEED © y LEVEL PLANE
WALK STREET
MEASUREMENT OF CURB RAMP SLOPE
x
PEDESTRIAN
WALK VARES PER MANUF. _
SEE SIDE FLARE o
NOTE BELOW
0.9" IA.
MIN.
CURB RAMP
"X" IS 60" MIN. AT AN OUT SWING SECTION OF "DOME STAMP"
DOOR WITH A SLOPE OF 1:50 (2 %) PATTERN IN SURFACE
MAXIMUM. LEVEL SURFACE IS PREFERED.
SIDE FLARE NOTE: (SEE REFERENCE DIAGRAM 2.35"
ABOVE). SIDE FLARES SHALL HAVE A 0.9" DIA., n O O
MAXIMUM SLOPE OF 1:10 (10 %). WHERE "X" 0.2"H. J'NJ
IS LESS THAN 48", SIDE FLARE SLOPE OO
SHALL BE 1: 12 (8.33 %) MAXIMUM. WHERE "X" n
IS LESS THAN 36". N
NOTE: ACCESSIBLE RAMPS 2.35" 235"
AND CURB RAMPS WHERE
POURING OF A SEPARATE PLAN OF 'DOME STAMP"
INTEGRALLY COLORED PATTERN IN SURFACE
CONCRETE IS REQUIRED,
INSTALL SHEAR DOWELS CURB RAMPS MUST HAVE A DETECTABLE
2'-0" O.C. AND KEYWAYS WARNING FEATURE EXTENDING THE FULL
TO PREVENT HEAVING OF yylpTH AND DEPTH OF THE RAMP. THE
RAMPS W/ ADJACENT DETECTABLE SURFACE MUST CONSIST OF
SIDEWALK OR CONC. RAISED TRUNCATED DOMES WITH A
SURFACE. DIAMETER OF NOMINAL 0.9 INCHES, A
4'-0" MIN. HEIGHT OF NOMINAL 0.2 INCHES AND A
CENTER -TO CENTER SPACING OF
NOMINAL 2.35 INCHES. THE TEXTURE OF
THE DETECTABLE WARNING FEATURE
MUST CONTRAST WITH THE SURROUNDING
' SURFACES (EITHER LIGHT -ON -DARK OR
DARK -ON -LIGHT). SEE ABOVE.
ZINTREGRALLY COLORED
RED CONCRETE
B ACCESS RAMP
Ci [ClNOT TO SCALE
2" TYPE SF-9.5A ASPHALT
8" ABC BASE
I I \-COMPACTED SUBGRADE
NOTE: CONTRACTOR SHALL PROVIDE 95% COMPACTION OF
SUBGRADE AND STONE BASE. SUBGRADE SHALL BE
PROOF ROLLED AND PASS SATISFACTORY IN THE
PRESENCE OF THE ENGINEER.
C TYPICAL PAVEMENT SECTION
C2 C8 NOT TO SCALE
AS INDICATED
SLOPES TOWARDS PAVEMENT
1/4": 1'
4000 psi
CONCRETE X x x
=III —III —III_ 2" 4"
COMPACTED LEVEL SUBGRADE
D SIDEWALK
C2 C8 NOT TO SCALE
E PAINTED TRAFFIC ARROWS
C2 C8 NOT TO SCALE
GRASSED AREA �/ �—
CONC.
WATER MAIN
1 /-BRONZE SERVICE
CLAMP
2' BRASS NIPPLE
THREADED
ASPHALT PARKING
COMPACTED SUBGRADE/
8" PVC
PAVEMENT
VALVE BOX
2' PVC SCH. 80
%ADAPTER C❑UPLING
2' BRASS NIPPLE,
2' CURB ST❑PTHREADED
F ) 2' WATER SERVICE CONNECTI❑N
C4 I C8 / NOT TO SCALE
EXISTIN
2;
CLEAN OUT TO BE SET
-)VI I. TV 1 VV UVIV JLITLI\
SERVICE PIPE AT 1% MIN.
GRADE. (ASTM D-2665, D-1785)
H PVC SANITARY SEWER SERVICE
Cg NOT TO SCALE
2'-0"
SQUARE
BRASS PLUG
CAST IRON 3 1/2"
. _4 1 /2"
CONCRETE COLLAR ' f
45' BEND
6" PV SEWER
CONCRETE ALL SIDES
4"
• •...... 4 ...:L PLUG IF SEWER
i DOES NOT CONTINUE
SEWER MAIN CLEANOUT
C4 C8 NOT TO SCALE
FRAME WITH GRATE SET, US FOUNDRY
4175 FRAME AND 6166 GRATE SET OR EQUAL.
ASPHALT
24>' RIM ELEVATION
7"33° 8" THICK
6.USE 4" CONCRETE BRICK
0 2" RADIUS o OR 8" SOLID CONCRETE BLOCK
Q
` PAVEMENT U
z
• Q GROUT ENTRANCE GROUT ENTRANCE
• CONCRETE: 7 112"
CURB & GUTTER STCRM DRAIN PIPE STORM DRAIN PIPE
NOTES:
1. CONTRACTION JOINTS SHALL BE PLACED 10'-0" O.C. TO A MINIMUM
DEPTH OF 1-1/2".
2. CONTRACTION JOINTS SHALL BE FILLED COMPLETELY WITH A JOINT FILLER
SUITABLE FOR THE APPLICATION.
3. EXPANSION JOINTS SHALL BE PLACED 80' O.C. AND ADJACENT TO ALL
FIXED OBJECTS (WALLS, WALKS, ETC.)
4. PROVIDE AT ELEVATIONS SHOWN. SLOPE CURB & GUTTER EVENLY BETWEEN
SPOT ELEVATIONS.
Q
CURB AND GUTTER
NOT TO SCALE
NOTES: L 6" COMPACTED BASE #5 @ 12" O.C. E.W.
1. CONTRACTOR MAY UTILIZE PRE -FABRICATED
CATCH BASINS AT HIS OWN OPTION.
2. CONSTRUCT CATCH BASIN TO MEET SIZE
REQUIREMENT OF SPECIFIED FRAME &GRATE.
J CATCH BASIN
C3 CS NOT TO SCALE
N
-DING CONNECTION
2" X 2" X 3' 'WOOD POST
NCDOT #57 STONE
EROSION CONTROL FABRIC
ON 12 GUAGE 6x6 WIRE MESH
PLAN f - 2" X 2" X 3' WOOD POST
/12"
TONE
PERIMETERSNAROUND
BURY FABRIC 8 INCHES
SECTION v `-CATCH BASIN
PROQE SEDIMENT TRAP AT ALL CATCH BASINS
K INLET PROTECTION DEVICE
C3 C8 NOT TO SCALE
12" THICK LAYER OF
#57 STONE ON UPSTREAM
END OF CHECK DAM
00`bd'O I1
3
't
4'
FLOW
DIRECTION
L �i CHECK DAM
C5 CS I'lOT TO SCALE
NOTES
1. CONSTRUCT CHECK DAM OF RIP
RAP STONE PLACED IN ACCORDANCE
WITH DETAIL.
2. SEDIMENT BEHIND THE CHECK DAM
SHALL BE REMOVED ONCE THE LEVEL
IS WITHIN 6" OF THE CENTERLINE
CREST OF THE DAM.
3. SHOULD SCOUR DEVELOP AT THE
DOWNSTREAM END, IT SHALL BE
REPAIRED IMMEDIATELY.
4. PROVIDE 12" MIN. FINE GRAVEL
ON UPSTREAM END OF CHECK DAM.
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C2 C9 NOT"T SCALE
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