SW6120502_APPROVED PLANS_20120504

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�/j��QSI%�.
DOC TYPE
El CURRENT PERMIT
10 APPROVED PLANS I
❑ HISTORICAL FILE
DOC DATE
2aaoS�'�
YYYYMMDD

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MACRIDGE ROAD IMPROVEMENTS
FORT BRAGG, NORTH CAROLINA
Volume II
FY-1 2 PN 70751
SOLICITATION NO. W912HN-O9-X-5916
CONTRACT NO.
US Army Corps
of Engineers
Savannah District
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PLATE
REFERENCE
NUMBER
C-003
EET 12 OF 41
SSDGNSPECSS
SSSYSTiMESS
SSUSERNAMESS

1 I 2 I 3 I
4
PIPE TABLE
® CONSTRUCTION NOTES
7
F:3
A
1
AMMO POINTE BOULEVARD
1
FUTURE CURB
PIPE #
MATERIAL
SIZE(IN)
LENGTH(FT)
SLOPE
Al -A1A
RCP
15
68
0.30%
2
FUTURE CURB AND GUTTER
AlA-A2
RCP
15
300
0.30%
3
FUTURE WALK
A2-A3
RCP
15
303
2.80%
4
NCDOT STD 848.01 CONCRETE SIDEWALK
A3-A4
RCP
15
303
4.50%
A4A-A4
RCP
15
31
0.30%
5
ppuu DIAGONAL LINES (NCDOT STD 1205.09
PAINTEDD
A4-A5
RCP
15
155
3.30%
ISLEADS
A5A-A5
RCP
15
31
0.30%
6
4" SOLID WHITE LINE
A5-A6
RCP
18
206
3.50%
7
6" WHITE DOTTED LINE (NCDOT STD 1205.01 MINI -SKIP LINES)
A6A-A7A
A6-A8
RCP
RCP
15
18
33
38
0.30%
0.30%
8
4" SOLID DOUBLE YELLOW LINE (NCDOT STD)
A7-A7A
RCP
15
28
1.14%
9
24" SOLID WHITE STOP BAR
A7A-A6
RCP
15
24
0.30%
10
NCDOT STD 1205.08 ARROW SYMBOL
B1-132
RCP
2-48
130
1.54%
Cl-C2
RCP
30
169
0.60%
11
TEMPORARY PROJECT SIGN
R1-C2
RCP
18
37
0.30%
12
LIGHT POLE (BY SUS)
C2-C3
RCP
30
78
0.30%
13
2-12" FORCE MAINS (BY OTHERS)
PROVIDE GROUND COVER
WITHIN 7 DAYS OF
DISTURBANCE OF ALL
SLOPES THAT ARE 3:1
OR STEEPER
SEE COMPLETE LOGS OF SOIL BORINGS
ON SHEET B-001 AND FULL REPORT IN
PROJECT MANUAL APPENDIX.
EMOLITION AND CONSTRUCTION ACTIVITY FOR
HICKEN ROAD AND AMMO POINTE BOULEVARD
HALL NOT OCCUR BETWEEN MARCH 1ST AND
ULY 20TH, DUE TO THE PROJECT BEING
OCATED WITHIN A RCW SENSITIVE AREA.
HIS RESTRICTION DOES NOT APPLY TO
IMPROVEMENTS ON MACRIDGE ROAD.
GENERAL NOTES
1. NORTHINGS AND EASTINGS FOR CATCH BASINS ARE THE
CENTER OF STRUCTURE. RIM ELEVATIONS CORRESPOND
TO NCDOT "TOP ELEVATIONS" AS SHOWN IN NCDOT
ROADWAY STANDARD DRAWINGS.
2. ALL SIGNS SHALL BE INSTALLED ACCORDING TO NCDOT
STD 904.50. ALL SIGN SHEETING SHALL BE HIGH -INTENSITY
SHEETING TYPE 3 OR GREATER PER NCDOT SPECIFICATIONS
AND SHALL BE ON NCDOT QUALITY PRODUCT LIST.
3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
4. NON -SNOW PLOWABLE RAISED PAVEMENT MARKERS SHALL
BE PROVIDED AND INSTALLED FOR THE LENGTH OF THE
PROJECT AND ACCORDING TO NCDOT STD 1251.01.
MARKERS SHALL BE LOCATED AND SPACED IN ACCORDANCE
WITH NCDOT STD 1250.01.
5. SEE COMPLETE LOGS OF SOIL BORINGS ON SHEET B-001
AND FULL REPORT IN PROJECT MANUAL APPENDIX.
STORM STRUCTURES
A-5
NCDOT STD 840.02
-7
NCDOT STD 840.52
N 485706.54
6' DIA PRECAST MANHOLE
E 1989075.20
N 485476.08
RIM=230.54
E 1989080.82
INV IN=226.11(N)
RIM=226.94
INV IN=226.11(W)
INV IN=219.05(S)
INV OUT=226.1 1 (S)
IN IN=219.05(W)
Q�NCDOT
STD 840.02
INV OUT=219.05(N)
N 485702.66
A-8
NCDOT STD
E 1989044.06
FLARED END SECTION
RIM=229.78
INV OUT=218.87(W)
INV OUT=226.20(E)
B-1
NCDOT STD 838.01
A-6
NCDOT STD 840.02
INV IN=218.50(W)
N 485501.96
B-2
NCDOT STD 838.01
E 1989081.15
INV OUT=216.50(E)
RIM=226.74
INV IN=218.98(N)
R-1
RISER INLET BOX
INV IN=218.98(S)
N 485602.68
INV OUT=218.98(E)
E 1989136.49
RIM 221.71
�6
NCDOT STD 840.02
INV OUT=220.50
N 485477.06
E 1989048.39
C-1
NCDOT STD 840.28
RIM=226.29
RIM 224.58
INV OUT=219.16(E)
INV IN=221.41(W)
A-7
NCDOT STD 840.02
C-2
NCDOT STD 840.52
N 485448.88
6' DIA PRECAST MANHOLE
E 1989078.21
N 485623.18
RIM=225.83
E 1989103.29
INV OUT=222.25(N)
RIM=226.50
INV IN=220.39(S)
INV IN=220.39(SE)
INV OUT=220.39(NE)
C-3 NCDOT STD
FLARED END SECTION
INV DUT=220.16
GRAPHIC SCALE
SCALE:1"=30'
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PLATE
REFERENCE
NUMBER
C1101
SHEET 22 OF 41
SUGNSPECSS
SSSYSTIMESS
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1
2
3
4
5
® CONSTRUCTION NOTES
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«««
« 40 "
.0
Curve C 1
PI = 14+23.73
DELTA = 20' 47' 15.49" (LT,
D=5043 46
T = 256.64'
L = 502.44'
PC==11°+67 09
PT=16+69.53
LIMITS (
DISTURBA
014�
ftft
AMMO POINTE BOULEVARD
44
MATCHLINE - SEE SHEET C1103
DEMOLITION AN
rNlrkFKl RnAn
D
CONSTRUCTION ACTIVITY FOR
ANin ❑KAMO POINTE BOULEVARD
KEEN MARCH 1 ST AND
- PROJECT BEING
SENSITIVE AREA.
NOT APPLY TO
MIDGE ROAD.
I
EY ST1NG POLE
StY OTHERS)
SEE SHEET C1101 FOR CONSTRUCTION NOTES.
GENERAL NOTES
1. NORTHINGS AND EASTINGS FOR CATCH BASINS ARE THE
CENTER OF STRUCTURE. RIM �ATIONS CORRESPOND
TO NCDOT 'STOP OF ELEVATIONS AS SHOWN IN NCDOT
ROADWAY STANDARD DRAWINGS.
2. ALL SIGNS SHALL BE INSTALLED ACCORDING TO NCDOT
STD 904.50.
3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
4. NON —SNOW PLOWABLE RAISED PAVEMENT MARKERS SHALL
BE PROVIDED AND INSTALLED FOR THE LENGTH OF THE
PROJECT AND ACCORDING TO NCDOT STD 1251.01.
MARKERS SHALL BE LOCATED AND SPACED IN ACCORDANCE
WITH NCDOT STD 1250.01.
STORM STRUCTURES
A-3 NCDOT STD 840.02
N 486137.70
E 1988926.58
RIM=249.05
INV IN=244.76(NW)
INV OUT=244.76(SE)
A-4 NCDOT STD 840.02
N 485858.85
E 1989043.85
RIM=235.65
INV IN=231.21(NW)
INV IN=231.21(SW)
INV OUT=231.21(SE)
NCDOT STD 840.02
N 485850.26
E 1989013.72
RIM=234.89
INV OUT=231.31(NW)
PIPE TABLE
PIPE # MATERIAL SIZE(IN) LENGTH(FT) SLOPE
Al —Al A
RCP
15
68
0.30%
Al A—A2
RCP
15
300
0.30%
A2—A3
RCP
15
303
2.80%
A3—A4
RCP
15
303
4.50%
A4A—A4
RCP
15
31
0.30%
A4—A5
RCP
15
155
3.30%
A5A—A5
RCP
15
31
0.30%
A5—A6
RCP
18
206
3.50%
A6A—A7A
RCP
15
33
0.30%
A6—A8
RCP
18
38
0.30%
A7—A7A
RCP
15
28
1.14%
A7A—A6
RCP
15
24
0.03%
B1—B2
RCP
2-48
130
1.54%
C 1—C2
RCP
30
170
2.99%
R1—C2
RCP
18
40
0.28%
C2—C3
RCP
30
80
0.29%
GRAPHIC SCALE
0 30'
SCALE: 1''=30'
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PLATE
REFERENCE
NUMBER
C 1102
SHEET 23 OF 41
SSDGNSPECSS
SSSYSTIMESS
001 1CCMLf A.lr..

1
2
3
4
® CONSTRUCTION NOTES
u
A
m
A
N
N N
N W
U W
W
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N N N
N N N
LIMITS OF
DISTURBANCE
AMMO POINTE BOULEVARD
MATCHLINE - SEE SHEET C1104
MATCHLINE - SEE SHEET C1102
ITS OF
TURBANCE
At
PROVIDE GROUND COVER
WITHIN 7 DAYS OF
DISTURBANCE OF ALL
SLOPES THAT ARE 3:1
OR STEEPER.
SEE SHEET C1101 FOR CONSTRUCTION NOTES.
GENERAL NOTES
1. NORTHINGS AND EASTINGS FOR CATCH BASINS ARE THE
CENTER OF STRUCTURE. RIM ELEVATIONS CORRESPOND
TO NCDOT "TOP OF ELEVATIONS" AS SHOWN IN NCDOT
ROADWAY STANDARD DRAWINGS.
2. ALL SIGNS SHALL BE INSTALLED ACCORDING TO NCDOT
STD 904.50.
3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
4. NON -SNOW PLOWABLE RAISED PAVEMENT MARKERS SHALL
BE PROVIDED AND INSTALLED FOR THE LENGTH OF THE
PROJECT AND ACCORDING TO NCDOT STD 1251.01.
MARKERS SHALL BE LOCATED AND SPACED IN ACCORDANCE
WITH NCDOT STD 1250.01.
STORM STRUCTURES
A-2 NCDOT STD 840.02
N 486410.66
E 1988795.68
RIM=259.37
INV IN=253.19(NW)
INV OUT=253.19(SE)
PIPE TABLE
PIPE # MATERIAL SIZE(IN) LENGTH(I T) SLOPE
Al -Al A
RCP
15
68
0.30%
A1A-A2
RCP
15
300
0.30%
A2-A3
RCP
15
303
2.80%
A3-A4
RCP
15
303
4.50%
A4A-A4
RCP
15
31
0.30%
A4-A5
RCP
15
155
3.30%
A5A-A5
RCP
15
31
0.30%
A5-A6
RCP
18
206
3.50%
A6A-A7A
RCP
15
33
0.30%
A6-A8
RCP
18
38
0.30%
A7-A7A
RCP
15
28
1.14%
A7A-A6
RCP
15
24
0.03%
B1-82
RCP
2-48
130
1.54%
C1-C2
RCP
30
170
2.99%
Rl -C2
RCP
18
40
0.28%
C2-C3
RCP
30
80
0.29%
DEMOLITION AND CONSTRUCTION ACTIVITY FOR
CHICKEN ROAD AND AMMO POINTE BOULEVARD
SHALL NOT OCCUR BETWEEN MARCH 1ST AND
JULY 20TH, DUE TO THE PROJECT BEING
LOCATED WITHIN A RCW SENSITIVE AREA.
THIS RESTRICTION DOES NOT APPLY TO
IMPROVEMENTS ON MACRIDGE ROAD. I -
GRAPHIC SCALE
SCALE:1"=30'
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PLATE
REFERENCE
NUMBER
C1103
SHEET 24 OF 41
. � -.�,� S sr-�. ,- .1, `I'„ �• ,. _ r �. 1- .; Tj l _�. l �'.� � �'i7t/ �' +T'ii�?i.�-;sj :.'� -
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AMMO POINTE BOULEVARD
PIPE TABLE
PIPE # MATERIAL SIZE(IN) LENGTH(FT) SLOPE
Al -AlA
RCP
15
68
0.30%
A
A1A--A2
RCP
15
300
0.30%
A2-A3
RCP
15
303
2.80%
A3-A4
RCP
15
303
4.50%
A4A-A4
RCP
15
31
0.30%
A4-A5
RCP
15
155
3.30%
A5A-A5
RCP
15
31
0.30%
A5-A6
RCP
18
206
3.50%
»
A6A-A7A
RCP
15
33
0.30%
w
ww
A6-A8
RCP
18
38
0.30%
A7-A7A
RCP
15
28
1.14%
Z Enw
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A7A-A6
RCP
15
24
0.03%
STORM STRUCTURES
(ED NCDOT STD 840.02
N 486748.12
E 1988684.26
RIM=258.23
INV OUT=254.30(SW)
�1 NCDOT STD 840.52
6' DIA PRECAST MANHOLE
N 486682.42
E 1988667.62
RIM=258.92
INV IN=254.09(NE)
DISTURBANCE
DEMOLITION AND CONSTRUCTION ACTIVITY FOR
CHICKEN ROAD AND AMMO POINTE BOULEVARD
SHALL NOT OCCUR BETWEEN MARCH 1ST AND
JULY 20TH, DUE TO THE PROJECT BEING
LOCATED WITHIN A RCW SENSITIVE AREA.
THIS RESTRICTION DOES NOT APPLY TO
IMPROVEMENTS ON MACRIDGE ROAD.
MATCHLINE - SEE SHEET C1103
DISTURBANCE
GENERAL NOTES
C2
30+89.20
= 2T 01' 48.29" (LT)
54 95
® CONSTRUCTION NOTES
1. NORTHINGS AND EASTINGS FOR CATCH BASINS ARE THE SEE SHEET CIIOI FOR CONSTRUCTION NOTES.
CENTER OF STRUCTURE. RIM ELEVATIONS CORRESPOND
TO NCDOT "TOP OF ELEVATIONS AS SHOWN IN NCDOT
ROADWAY STANDARD DRAWINGS.
2. ALL SIGNS SHALL BE INSTALLED ACCORDING TO NCDOT
STD 904.50.
3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
4. NON -SNOW PLOWABLE RAISED PAVEMENT MARKERS SHALL
BE PROVIDED AND INSTALLED FOR THE LENGTH OF THE
PROJECT AND ACCORDING TO NCDOT STD 1251.01. GRAPHIC SCALE
MARKERS SHALL BE LOCATED AND SPACED IN ACCORDANCE
WITH NCDOT STD 1250.01.
0 30' 60'
SCALE:1"=30'
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NUMBER
Cf104
L SHEET 25 OF

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END CONSTRUCTION
STA 57+79.809
N:503086.94
E:1982546.81
C4 TYP
C1501
DEMOLITION AND CONSTRUCTION ACTIVITY FOR
CHICKEN ROAD AND AMMO POINTE BOULEVARD
SHALL NOT OCCUR BETWEEN MARCH 1ST AND
JULY 20TH, DUE TO THE PROJECT BEING
LOCATED WITHIN A RCW SENSITIVE AREA.
THIS RESTRICTION DOES NOT APPLY TO
IMPROVEMENTS ON MACRIDGE ROAD.
3 Cfs {
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® CONSTRUCTION NOTES
SEE SHEET C1101 FOR CONSTRUCTION NOTES.
GENERAL NOTES
1. NORTHINGS AND EASTINGS FOR CATCH BASINS ARE THE
CENTER OF STRUCTURE. RIM ELEVATIONS CORRESPOND
TO NCDOT "TOP OF ELEVATIONS AS SHOWN IN NCDOT
ROADWAY STANDARD DRAWINGS.
2. ALL SIGNS SHALL BE INSTALLED ACCORDING TO NCDOT
STD 904.50.
3. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC.
4. NON -SNOW PLOWABLE RAISED PAVEMENT MARKERS SHALL
BE PROVIDED AND INSTALLED FOR THE LENGTH OF THE
PROJECT AND ACCORDING TO NCDOT STD 1251.01.
MARKERS SHALL BE LOCATED AND SPACED IN ACCORDANCE
WITH NCDOT STD 1250.01.
GRAPHIC SCALE
0 30' 60'
SCALE::'' = 30'
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PLATE
REFERENCE
NUMBER
C 1106
SHEET 27 OF 41

2
3
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May 2005
6 310N
Page 6H-41
G20-2a
48"x24"
SEE NOTE 7
gg
' W20-7a
48" X 48"
SEE NOTE I
o o VW-27
f W _ 48" x 48"
Flagging Operation On Two -Lane Road
(Figure TTC-18.0)
W20-4
48" x 48"
48" x 48"
May 2005
TYPICAL TRAFFIC CONTROL
Flagging Operation On Two -Lane Road
(Figure TTC-15.0)
NfIm
Page 6H-40
Guidance:
1. Sign spacing distance should be 500'-800' where the parted speed limit is greater than 45.mph, and 350'-
500' where the posted speed limit is 45 mph or less.
2. Care should be exercised when establishing the limits of the work woe to insure maximum possible sight
distance in advance of the dagger station and transition, based on the posted speed limit and at least equal
to or greater than the values in Appendix A, Page A-8.
Option,
3. When Right -of -Way or geometric conditions Prevent the use of 48' x 48" signs 36" x 36" signs may be
used.
Standard:
4. Flagging stations shall be located far enough in advance of the work zone to permit approaching
traffic to reduce speed and/or stop before passing the work zone and allow sufficient distance for
departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table
6114.0 on page 6114).
5. All flaggers shall be state certified and have their certification card In their possession when
performing flagging duties. (See Section 6E.01, Qualifications for Flaggers)
6. Cone spacing shall be at the following:
Loeadon Speed fnipk)
0-35 36+
Transition Spacing 20' 40'
Travelway Spacing 40' 80,
7. A shadow vehicle with at least one high intensity rotating, oscillating, or ember strobe light shall be
parked 50'-100' in advance of the first work crew.
Option:
S. A supplemental flamer may be seauired in this area to give advance waning of the operation ahead by
slowing approaching traffic prior to reaching the fla er station or aueued traffic
Guidance:
9. If the queue of trait reaches the 'BE PREPARED TO STOP "sign, then the signs should be readjusted at
greater distances.
10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that
queues resultingfrom the lane closure might extend through the highway -rail grade crossing, the temporary
traffic control zone should be extended so that the transition area precedes the highway -rail crossing (See
figure 7TC-390jor additional information on highwa)-ratl crossings).
Standard:
11. At night, flagger stations shall be Illuminated, except in emergencies.
Option,
12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or
10&
13. For low -volume situations with short work zones on straight roadways where the flae er is visible to mad
users approaching from both directions, a single flapper, Positioned to he visible to road users ammiaching
from both directions may be used flee Chapter 6E)
TYPICAL TRAFFIC CONTROL (TTC 18) FLAGGING OPERATION ON TWO LANE ROAD
" ' / NOT TO SCALE
3
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SECTION A -A I ""'N "�1""[
NOTES:
1. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE
RIPRAP AND SOIL FOUNDATION.
2. SEE PLANS FOR DIMENSIONS.
OUTLET PROTECTION
'1' / NOT TO SCALE
CONSTRUCTION SPECIFICATIONS:
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS
THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY
FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE
SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE
ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE
RIPRAP THICKNESS.
2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED
GRADING LIMITS SHOWN ON THE PLANS.
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE
PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING
INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND
PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA.
ALL CONNECTING JOINTS SHOULD OVERLAP A MINIMUM OF 1 FT. IF THE
DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH.
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID
DAMAGING THE FILTER.
5. RIPRAP MAY BE FIELD STONE, OR ROUGH QUARRY STONE. IT SHOULD
BE HARD, ANGULAR, HIGHLY WEATHER -RESISTANT, AND WELL GRADED.
6. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE
END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL
WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT.
7. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING
STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A
CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER
SECTION OF THE APRON.
8. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS
WITH VEGETATION (PRACTICES 6.10, TEMPORARY SEEDING, AND 6.11,
PERMANENT SEEDING).
MAINTENANCE
INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY
EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES
HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO
PREVENT FURTHER DAMAGE.
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NUMBER
C1502
41
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TRASH RACK
RIP RAP DISSIPATER PAD Al
CI504 TOP OF RISER
TEMPORARY POOL (ELEV. 221.50)
� PERMANENT POOL (ELEV. 220.50) ELEV722�•�� �
2
� fOREBAY MAIN POND 1�.
1' THICK CLAY LINER (SEE NOTE 1)
TOP OF SEDIMENT STORAGE TOP OF SEDIMENT STORAGE
(ELEV. 216.00) SEDIMENT CLEANOUT (ELEV. 212.0) 1 Ff. OF SEDIMENT STORAGE
BOTTOM ELEVATION (ELEV. 215.00) SEDIMENT CLEANOUT
BOTTOM ELEVATION (ELEV. 211.0)
NOTES:
1. LINE THE ENTIRE WET DETENTION BASIN BOTTOM AND SIDE SLOPES, INCLUDING THE FOREBAY WITH A ONE FOOT THICK CLAY
LINER. THE CLAY LINER SHALL EXTEND FROM THE BOTTOM ELEVATION OF THE POND TO AN ELEVATION ONE FOOT ABOVE 1}iE
C PERMANENT POOL ELEVATION. THE CLAY LINER SHALL BE CONSTRUCTED AND COMPACTED SUCH THAT THE INFLITRATION RATE
IS NOT MORE THAN 0.01 IN/HR.
WET DETENTION BASIN SECTION
0
18" RCP
0.30% Sl
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— EL 222.71 (TOP OF RISER)
-ZEEL2222.�4((�0—YEAR) M OF WEIR)
EL 220.93 (1-YEAR)
EL 220.50 (ORIFICE)
4'x4'x6" CONCRETE
FOOTING
SECTION B-B
TRASH RACK
(REMOVED FOR
CLARITY)
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SECTION A —A
PEAKED ROOF
TRASH ROCK
RISER
I EL 220.50 (ORIFICE)
-GROUT
NOTES:
1. RISER TO BE PRE -CAST CONCRETE STRUCTURE. CONTRACTOR TO SUBMIT SHOP
DRAWINGS FOR APPROVAL.
RISER INLET BOX
NOT TO SCALE
SCREW TYPE PLUG
4" PVC
/,- PERMANENT POOL
TORIFICE (SEE
RISER DETAIL
4" PVC CAP WITH
1.75" HOLE DRILLED
DRAIN DOWN ORIFICE
PROVIDE 8" TOPSOIL ABOVE CLAY LINER
SOD SIDESLOPES
TOP OF EMBANKMENT (ELEV. 224.00)
EMERGENCY SPILLWAY Al
(ELEV. 222.50) CD501
3 1 I TO C2
OUTLET PIPE
CONCRETE p3
ANTI -SEEP COLLAR �I504
CENTERLINE OF EMBANKMENT
10' VEGETATED SHELF. PROVIDE B' TOP SOIL
ABOVE CLAY LINER (10:1 SLOPE)
12" MI
LITTORAL SHELF
/j CO 400
JE 277
LC27
PLANTING SCHEDULE
TREES SIZE
QUANTITY
ITEM
I
COMMON NAME
HEIGHT
CALIPER
SP
COMMENTS
858
CO
CEPHALANTHUS OCCIDENTALIS
BUTTON BUSH
20 O.C.
QUART CONT.
596
JE
JUNCUS EFFUSUS
COMMON RUSH
24 O.C.
QUART CONT.
596
LC
LOBELIA CARDINALIS
CARDINAL FLOWER
24" O.C.
QUART CONT.
;,LITTORAL SHELF DETAIL
SCALE: 1 "=30'
NOTES:
1. ALL CONCRETE TO BE 3000 PSI NON -FLY ASH
2. APPLY 1/2" THICK WRAP OF ASPHALTIC CEMENT AROUND DISCHARGE PIPE
6" BEYOND PLANNED SEEPAGE COLLAR ON BOTH SIDES.
3. APPLY ADDITIONAL ASPHALTIC CEMENT AT PIPE/SEEPAGE COLLAR
INTERFACE ON UPSTREAM FACES.
4. ASPHALTIC CEMENT TO MEET OR EXCEED FEDERAL SPECIFICATION SS-153
TYPE 1: ASTM-D-2822-75 TYPE 1.
5. WHERE TOP OF BERM IS WITHIN HEIGHT OF ANTI -SEEPAGE COLLAR, STOP
ANTI -SEEPAGE COLLAR AT TOP OF BERM.
#4 REBAR 0 12" OC IN FRONT
& REAR FACE OF COLLAR.
REBAR TO HAVE 3" MIN. CONC
COVER FROM EDGE OR FACE OF
COLLAR
CONCRE�TE�ANTI-SEEPAGE COLLAR
NOT TO SCALE
R
M
%
8" MINIMUM DEPTH
OF PREPARED SOIL
MIXTURE - TAMP TO
PREVENT SETTLEMENT
Q�SHRUB PLANTING
iu� J NOT TO SCALE
-3" MULCH -
MIN. DEPTH
-COMPACT EARTH
SAUCER
FINISHED GRADE
9" MINIMUM
EDGE OF PLANTING
PLANTING BED & F
FINISHED EDGE OF PLANTING BED
GRADE TING BED [AWN
2" MULCH -
MIN. DEPT
PLANT 1
�.aa9
EARTHACTED
PREPARED SOIL MIXTURE
4 MIN. DEPTH
EARTH EDGE W DEPRESSED
"V° 1 1/2"BLOW FINISHED GRADE
AGROUND COVER AND EDGING
A4 NOT TO SCALE
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NUMBER
C 1504
SHEET 36 OF 41
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