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PROJECT NUMBER SHEET
169 Oak Street, Forest City, N.C. 28043�Q INE 0 ``
P-0880 ' DESCRIPTION: AREA C: MULTIPURPOSE FIELD PROPOSED
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JOB NAME: TRYON INTERNATIONAL EQUESTRIAN CENTER
ROAD BRIDGE #1 LAYOUT
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DRAWN BY: JCW
DATE: 04/20/17
CHECKED BY: DWO
Engineering
LOCATION: TRYON, N.C.
PROJECT MGR: DWO
PLLC
PROJECT NUMBER
SHEET
152 East Main Street, Forest City, N.C. 28043
DESCRIPTION: CROSS SECTION # 28526
ph: 828.247.4495 fax: 828.247.4498
15043
1 OF 1 0
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q4 DATE: 06/05/17 CHECKED BY: DWO
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1-113
PLLC $V -'PROJECT NUMBER SHEET
169 Oak Street, Forest Ci N.C. 28043
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JOB NAME: TRYON INTERNATIONAL EQUESTRIAN CENTER
`1%%%, RSCALE: 1" = 200' DRAWN BY: JCW
Odom
Ss AREA C
,�0q4 FE Ip""•" �:i DATE: 06/05/17 CHECKED BY: DWO
Engineering 2L = LOCATION: TRYON, N. C. PROJECT MGR: DWO
PROJECT NUMBER SHEET
PLLC�G
169 Oak Street, Forest City, N.C. 28043 �Q INE 0DESCRIPTION: AREA C: MULTIPURPOSE FIELD PROPOSED
ph: 828.247.4495 fax: 828.247.4498 ''��I D �,, %`%%
P-0880 FRENCH DRAIN 16120 1 OF 1
PAVEMENT GRASS
SLOPE SLOPE
US FOUNDRY 4139 FRAME AND 6429 GRATE
PAVING77
i
-_ -I
DRAINAGE
a
SEE GRADING PLAN FOR
SIZE & LAYOUT a
I
o _
III 6 2'-0" SQ. MIN. OR IIIIIII
LARGEST PIPE +8"
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LOADISI CONCRETE E
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INSTALL & MAINTAIN INLET PROTECTION AROUND
ALL STORM DRAIN INLETS DURING CONSTRUCTION.
CATCH BASIN
N.T.S.
9
co
D
W
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TRENCH INSTALLATION
—, RIM ELEVATION
VARIES
INVERT ELEVATION
UNDISTURBED EARTH OR
FILL COMPACTED TO 95%
STD PROCTOR
Nominal
Minimum
Minimum
Min. Trench
Diameter
Thickness
Cover
Width
D
B
C
W
3"
4"
12"
20"
4"
4"
12"
21 "
6"
4"
12"
23"
8"
4"
12"
25"
10"
4"
12"
28"
12"
5"
12"
31"
15"
5"
12"
34"
18"
6"
12"
39"
24"
6"
12"
48"
7"
STONE
WRAPPED IN
GEOTEXTILE FABRIC
i
4"
t
CURB & GUTTER INLET DETAIL
18"
FRENCH DRAIN DETAIL
N.T.S
N.T.S.
BASINS TO BE PRECAST CONCRETE
MEETING NC DOT SPECIFICATIONS
A
CREEK
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6"
WATER FLOW
i
CREEK
WATER LEVEL
(FIELD VERIFY)
N___,_
SANDBAGS
AT ANY
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BARRIER
,-- PLASTIC LINER
3'-0" MINI `STREAM
1 BED
PIPE �
SECTION AA
COFFER DAM DETAIL
IIm*
SANDBAGS
ON FACE
LEVEL
VERIFY)
1. COFFER DAM WILL BE BUILT SO THAT APPROXIMATELY ONE-HALF (1/2) 4. STREAM BED SHALL BE DISTURBED THE MINIMUM REQUIRED FOR
OF THE STREAM CHANNEL IS OPEN AT ALL TIMES. CONSTRUCTION OF PIPE LINE AND WILL BE RESTORED TO ORIGINAL
2. MATERIAL FROM THE STREAM BED SHALL NOT BE USED FOR COFFER DAM. CONTOURS WHEN WORK IS COMPLETE.
3. NO EARTHEN MATERIAL SHALL BE USED FOR COFFER DAM OR PLACED 5. ALTERNATIVE COFFER DAM MATERIAL IS ACCEPTABLE BUT SHALL
IN STREAM FOR ANY REASON. BE APPROVED BY THE ENGINEER.
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JOB NUMBER:
16120
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I HEREBY CERTIFY THAT THIS
PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
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SCALE: N.T.S.
DATE: 06/05/17
DRAWN BY: JCW
CHECKED BY: DWO
PROJECT MGR: DWO
SHEET:
6 OF 6 A