5105_Flowers_Drawings_20061215

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GARY LYNCH
SHEET NO. DRAWING NO.
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DRAWING TITLE
1
TITLE — COVER ..SHEET
2
S1
EXISTING SITE CONDITIONS
3
S3
SITE PLAN
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EC1
EROSION & SEDIMENTATION CONTROL DETAILS (SHEET 1 OF 2)
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EC2
EROSION & SEDIMENTATION CONTROL DETAILS (SHEET 2 OF 2)
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CROSS -SECTIONS
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P1
PHASING PLAN
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ENTRANCE ROAD PLAN AND PROFILE
PERMIT ISSUE
NOT FOR CONSTRUCTION
REVISION
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A
G. N.RiCHAfujONS&ASSOCIATES, INC.
14 N. Boylan Ave. ph: 919-828-0577
Raleigh, N.C. 27603 www.gnra.com fax: [phone]
STANDARD SECTION LOCATION CALLOUT (SHEET AND DETAIL)
SECTION REFERENCED
—SHEET WERE SECTION IS PRESENTED
STANDARD DETAIL CALLOUT
@::::DETAIL REFERENCED
--SfiEET WHERE DETAIL IS PRESENTED
STANDARD DETAIL LABEL AND CALLOUT
DETAIL TITLE
DETAIL DETAIL REFERENCED
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SHEET WHERE DETAIL IS PRESENTED
STANDARD REVISION CALLOUT (SHEET AND DETAIL)
SHEET SET REVISION NUMBER
SHEET SET REVISION NUMBER
DATE
/I
REVISION DESCRIPTION
DATE
NO. -
REVISION
FILE NAME
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EXISTING f CONTOUR
STREAM/WATER BOUNDARY (SEE REFERENCE 4)
APPROXIMATE LIMITS OF EXISTING WASTE
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APPROXIMATE PROPERTY LINE
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REFERENCES x
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1. OVERALL SITE BASE TOPOGRAPHY REFERENCES NCDOT GIS DEPT.,
BASED ON LIDAR DATA DATED MARCH 2005. TOPOGRAPHY
INSIDE OF ACTIVE AREAS FROM A FIELD SURVEY DATED MAY 8,
2006 BY BRENNAN LAND SURVEYING. P.A.
12. PROPERTY LINE LOCATION REFERENCES FED SURVEY DATED MAY DESIGNED BY. DRAYM BY.
8, 2006 BY BRENNAN LAND SURVEYING, P.A. S-A.S. J.A.L.
D SYSTEM IS STATE PLANE NAD 83. 3. COORDINATE GRI
CHECKED BY: PROJECT NO.:
4. STREAM AND WETLAND DATA PREPARED BY RALPH WHITEHEAD &
FLOWERS 06-1
ASSOCIATES AND RECIEWD ON SEPTEMBER 13, 2006.
SCALE: DATE:
AS SHOWN DULY 2006
­ Goo 693 FILE NAME
3000 --- ------
N 100' 200' 300' 0 FLOWERS-DO004A
SHEET NO. DRAWNG NO.
si

a
TOP OF BERM EL = (D)
EMERGENCY SPILLWAY EL = (C)
PRINCIPAL SPILLWAY.EL = (B)
Ll
SEDIMENT CLEANOUT EL = X
ao0
1 0 0 O 0
1 (— 0 0
00
BASE EL = A 0 0
NCDOT NO. 57 STONE '
CMP RISER PIPE
(ASPHALT COATED) (F)
CONCRETE ANTI —FLOTATION
BLOC( (1)
A
�o
Y
TRAM RACK W/ E
-Ai1T1=ilORiEX PLATE
MR
1 PREPARED SUBGRADE OR
STRUCTURAL FILL
ANTI -SEEP COLLAR (J)
CMP BARREL (ASPHALT COATED)
0 = (G) SLOPE = (H) LENGTH = (L)
TACKWELD ALL AROUND
TO OUTLET e
I EC1 SPACER BAR (TYP.)
BASIN
A (FT)
B (FT)
C (FT)
D (FT)
E (FT)
F (IN)
G (IN)
H (FT/FT)
I (FT)
J (FT)
K (FT)
L (FT)
X(FT)
A
231:D .
., 235.0
1350 '
M&O
100 ..
24
18.
0.01 '
... WW2
3:5
-50
iDO
233.2
B
240.0
244.0
24&0
246.0
10.0
24
18
0.01
3x3x2
3.5
40
80
242.2
NOTE:
1. CMP RISER OF BASIN -A IS PERFORATED WITH A TOTAL OF 60 3/4'
DIAMETER HOLES ON 5" CENTERS FROM BASE TO CLEANOUT
ELEVATION.
2. CMP RISER OF BASIN-B IS PERFORATED WITH A TOTAL OF 45 3/4'
-DIAMETER "OLES-ON 5' CENTERS'iROM`BASE M CLEANOUT
ELEVATION.
TYPICAL SEDIMENT BASIN CROSS—SECTION
DETAIL '
NOT TO TO SCALE ECj
10,
SECTION A —A r ..
to,
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AVERAGE STONE SIZE pm
2. FOR MORE THAN ONE PIPE, EXTEND RIP RAP
'Iff MIN. MV0 OUTSIDE EDGES OF PIPES.
RIP RAP OUTLET PROTECTION
DETAIL (j)NOT TO SCALE
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Air=6')
rl
NATURAL
GROUND BOTTOM OF
SEDIMENT TRAP
ED METAL SHEET
R IS CORRUGATED
RIPE
INSTALL COLLAR WITH -
CORRUGADONS VERTICAL
f
COLLAR TO BE OF SAME GAGE AS THE
PIPE WITH WHICH IT IS USED.
1/2' x 2' SLOTTED HOLES FOR
�— 3/870 BOLTS.
NI
HOLES AT 8" O.C.
�12' MIN
BOTH SIDES WELDED
CORRUGATED METAL
SHEET WELDED TO
CENTER OF BAND.
SEC11ON A —A
N's8" MIN LN
t WELDED ELEVATION OF UNASSEMBLED MUIR
1/2'4
NOTES•
24" NOTES: L ALL MATERIAL TO BE IN ACCORDANCE WITH PROJECT SPECIFICATIONS.
1. THE CYLINDER MUST BE FIRMLY FASTENED TO THE 2. ALL COLLARS ARE TO BE ASPHALT COATED.
T3. UNASSEMBLED COLLARS SHALL BE MARKED BY PAINTING OR TAGGING TO IDENTIFY MATCHING PAIRS.
TOP OF THE RISER. ' SUPPORT BARS ARE WELDED i0"THE TOP OF THE CAULKED
THE LAP BETWt3:N ,lHE TW0-HALF SECTIONS AND. BETWEEN THE PIPE AND .COONNECTING BAND -SHALL BE
2
RISER RT ATTS,ARED BY STRAPS BOLTED TO THE CAULKED WITH ASPHALT MASTIC AT TIME OF INSTALLATION.
SECTION A -A ISOMETRIC 5. EACH COLLAR SHALL BE FURNISHED WITH TWO 1/2"0 RODS " STANDARD TANK LUGS FOR
TOP OF THE RISER. CONNECTING COLLARS TO PIPE.
TRASH RACK WITH ANTI -VORTEX PLATE CORRUGATED METAL ANTI -SEEP COLLAR
DETAIL 2 DETAIL 3
NOT TO SCALE EC1 NOT TO SCALE ECI
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CONTROL STONE
WIDTH
NOTE:
1. CLEAN TRAP WHEN SEDIMENT REACHES ONE-HALF OF THE DESIGN DEPTH.
SECRON THRU TRAP AND OUTLET
CARRY CLASS B STONE
UP SIDES OF SPILLWAY
to
i8'
MIN. DEPTH \�
TYPE GT-S GEOTEXRLE__/ S MIN '
SEC11ON THRU BERM AND OUTLET
24' MAX
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CARRY CLASS B STONE
UP SIDES OF SPILLWAY
GT—S GEOTEXTILE
—CLASS B EROSION
CONTROL STONE
TEMPORARY SEDIMENT TRAP
NCDOT CLASS A STONE
(2 TO 6 INCH DIA)
-it
5' MIN.
9' MIN. 18�++ �
PROFILE SEC110N CENTER SECTION A —A
NOTE:
1. FOR LARGER CHANNELS USE NCDOT CLASS 1 RIP —RAP
FACED WITH 157 WASHED STONE.
TEMPORARY CHECK DAM
DETAILs1
NOT TO SCALE ECJ
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DESIGNED BY, DRAWN BY-
K.B.S. J.A.L.
PERMIT ISSUE
.NOT FOR CONSTRUCTION
CHECKED BY:
PROJECT NO.:
FLOWERS 06-1
SCALE:
DATE:
AS SHOWN
JULY 2006
FILE NAME
FLOWERS-DO021A
SHEET NO. -
DRAWING NO.
4 EC1

F--�
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BEDDING -SEE TABLE I
OUTER BEDDING: MATERIAL
AM #XMPACTM,EACH
SIDE, SAME REQUIREMENTS
AS HAUNCH
WIRE FENCE (MIN. 14 GAGE 16' (MIN:) HEIGHT OF FILTER
MESH SPACING) TO SUPPORT FABRIC ABOVE (MOUND SURFACE
FABRIC
A --" _,/
rll�
A
� Liu
16 MAX.
ELEYAWN
FOUNDATION
1I,
SILT FENCE
DETAIL l
NOT TO SCALE EC2
Z
/
WASHED STONE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
DETAIL 2
NOT TO SCALE EC2
_.1 -I _.
HAUNCH —SEE TABLE
1 /—LOWER SIDE —SEE TABLE
MIDDLE BEDDING LOOSELY
PLACED UNCOMPACTED BEDDING
EXCEPT FOR TYPE 4
36' HIGH (MIN.), 4"0 (MIN.)
WOOD FENCE POSTS
FILTER FABRIC ATTACHED
TO WIRE FENCE
► 1 1
ut, IN I ac a 2 14 11:1
STANDARD EMBANKMENT INSTALLATION SOILS AND MINIMUM
COMPACIION REQUIREMENTS
INSTALATION TYPE
BEDDING
THICIWESS
HAUNCH AND
OUTER BEDDING
LOWER SIDE
Do/24"(600mm) MINIMUM,
NOT LESS THAN 3'(75mml IF
90% SW, SP, GW, GP; 95% ML,
.TYPE 1
ROCI( FOUNDATION;"USE
95%-sw, sp, GW, GP
SM. GM OR GC, SC WITH <20%
PASSING NO.2DO SIEVE; OR
Dof12"(300mm) MINIMUM NOT
100% CL MH, SC, GC, CH.
LESS THAN 6'(150mm).
D,/24"(600mm) MINIMUM,
NOT LESS THAN 3'(75mm). IF
90% SW, SP, G% GP; OR 95%
85% SW, SP, GW, GP; 90% ML,
WITH
GM OR GC, SWITH %
SM,TYPE
2
ROCK FOUNDATION, USE
ML, SM, GM OR GC, SC WITH
S OR 99
pASPASSINGNG N0.200 SIEVE,
Do/12'(300mm) MINIMUM, NOT
<20% PASSING NO.200 SIEVE
CL MH, SC, GC, CH.
LESS THAN 6'(150mm).
Do/W(600mm) MINIMUM,
NOT LESS THAN 3"(75mm). IF
85% SW, SP, GW, GP; 90% ML,
85% SW, SP, GW, GP; 90% ML,
TYPE 3
ROCK FOUNDATION, USE
SM, GM OR GC. SC WITH <20%
SM. GM OR GC, SC WITH <20%
Do/lf(300mm) MINIMUM, NOT
PASSING NO.200 SIEVE, OR 95%
PASSING NO.200 SIEVE; OR 95%
LESS THAN 6'(150mm).
CL, MH, SC, GC, CH
CL, MH, SC, GC, CH.
NO BEDDING REQUIRED,
EXCEPT IF ROCK FOUNDATION,
NO COMPACTION REQUIRED,
NO COMPACTION REQUIRED,
TYPE 4
USE Do /12"(300mm) MINIMUM, -
EXCEPT IF Cl- MH, SC, GC, CH
EXCEPT IF CL, MH, SC, GC, CH
NOT LESS THAN 6'(150mm).
, USE 85%
-USE 85%
NOTES:
1. COMPACTION AND SOIL SYMBOLS (95% SW) REFER To SW SOIL MATERIAL (USCS CLASSIFICATION) WITH A
MINIMUM STANDARD PROCTOR COMPACTION (ASTM D 698) OF 95%
2. SOIL IN THE OUTER BEDDING, HAUNCH, AND LOWER SIDE ZONES, EXCEPT WITHIN D /3 FROM THE PIPE
SPRINGLINE, SHALL BE COMPACTED TO AT LEAST THE SAME COMPACTION AS TH%MAJORITY OF THE SOIL
IN THE OVERFILL ZONE.
1 SUBTRE NCHES.
11 A SUBTRENCH IS DEFINED AS A TRENCH WITH ITS TOP BELOW FINISHED GRADE BY MORE
THAN 0.1H OR, FOR ROADWAYS, ITS TOP IS AT AN ELEVATION LOWER THAN 1(0.3m) BELOW
THE BOTTOM OF THE PAVEMENT BASE MATERIAL
3.2 THE MINIMUM WIDTH OF A SUBTRENCH SHALL BE 1.33 Do , OR WIDER IF REQUIRED FOR
ADEQUATE SPACE TO ATTAIN THE SPECIFIED COMPACTION IN THE HAUNCH AND BEDDING
ZONES.
3.3 FOR SUBTRENCHES WITH WALLS OF NATURAL SOIL, ANY PORTION OF THE LOWER SIDE ZONE
IN THE SUBTRENCH WALL SHALL BE AT LEAST AS FIRM AS AN EQUIVALENT SOIL PLACED TO
THE COMPACTION REQUIREMENTS SPECIFIED FOR THE LOWER SIDE ZONE AND AS FIRM AS
THE MAJORITY NF THE SOIL IN THE -OVERFILL -ZONE, OR SHALL BE REMOVEDMDREPLACED
WITH SOIL COMPACTED TO THE SPECIFIED LEVEL.
STANDARD EMBANKMENT INSTALLATIONS FOR CONCRETE PIPE
DETAIL 3
NOT TO SCALE EC2
0
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1. -EROSION STOPS PLACED AT EVERY 25.LINEAR FEET.
GRASS UNED CHANNELS
_DRAINAGE CHANNEL DETAILS
DETAIL
NOT TO SCALE EC2
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TYPE GT-S r►a
PREPARED SUBGRADE (NOTE 1)—/ NATURAL
►, ►,. STRUCTURAL FILL7
REMOVENOTE
1. IN FILL AREASPREPARED SUBGRADE IS EQUIVALENT TO STRUCTURAL FILL FOR CUT AREAS,
! REPLACE'► k i
ALL WEATHER ACCESS ROAD
DETAIL 5
NOT TO SCALE EC2
—2' SHOULDER (TYP.)
VARIES
11
PERMIT ISSUE
NOT FOR CONSTRUCTION
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DESIGNED BY:
DRAWN BY:
K.B.S.
J.A.L.
CHECKED BY:
PROJECT NO.:
FLOWERS 06-1
SCALE:
DATE:
AS SHOWN
JULY 2006
FILE NAME
FLOWERS-000M1
SHEET NO.
DRAWING NO.
5
1 EC2