SW6160401_200729 SOF FORGE Stormwater Plans_20201002

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File Path: C:\Users\roldach\Documents\8471_SOF Human Performance [e-mail]
Plot Date: 7/22/2020 7:32:32 AM
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7 8 9 10
7GENERAL NOTES
1. THE MAP SHOWN IS OUT OF DATE AND THE ACCESS
CONTROL POINTS (ACP) HAVE BEEN UPDATED OR
MODIFIED. FOR ACP LOCATIONS AND BASE ACCESS
VISIT THE FOLLOWING WEBSITES PROVIDED BY USACE
WILMINGTON:
https://home.army.mil/bragg/index.php/my-fort-bragg/all-services I
/gate -information
AND
https:Hhome.army.mil/bragg/index.php/about/garrison/
directorate-emergency-services/physical-security
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2. ON -BASE SOIL DISPOSAL LOCATION TO BE
COORDINATED WITH CONTRACTING OFFICER.
(j) SHEET KEYNOTES
1. KNOX STREET ACP CLOSED TO ALL TRAFFIC
2. KNOX STREET TRUCK PLAZA OPEN TO COMMERCIAL
VEHICLES - SEE FORT BRAGG WEBSITE FOR SCHEDULE
3. ALL AMERICAN ACP
4. REILLY STREET ONE WAY TRAFFIC NORTH BOUND
5. ZABITOSKY ROAD ONE WAY TRAFFIC SOUTH BOUND
6. RECYCLING AREA IS CLOSED AND WILL NOT ACCEPT
ANY WASTE
LEGEND:
00000 CONTRACTOR COMMERCIAL
VEHICLE HAUL ROUTE
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Plot Date:
1. THE CONTOUR INTERVAL IS 1.0 FT.
2. REFER TO SHEETS CG201 AND CG202 FOR STORM DRAIN
PROFILES.
3. REFER TO SHEET VF100 FOR EXISTING DRAINAGE
STRUCTURE INFORMATION.
O SHEET KEYNOTES
1. SWALE
2. CHANNEL PROTECTION
3. REPLACE CURB INLET TOP SECTION WITH AN NCDOT
DROP INLET STRUCTURE 840.52 - STRUCTURE MUST BE
TRAFFIC RATED
4. NATURAL GAS CONNECTION - SEE PLUMBING PLANS
FOR BUILDING CONNECTION
5. ROOF DRAIN CLEANOUTS
6. 6" PVC UNDERDRAIN
7. OUTDOOR KITCHEN AREA - SEE ARCHITECTURE,
LANDSCAPE AND PLUMBING PLANS FOR DETAILS
8. SANITARY CONNECTION - SEE PLUMBING PLANS FOR
INVERT
9. MATCH EXISTING ADJACENT CONCRETE JOINT LAYOUT
10. WATER CONNECTION - SEE PLUMBING PLANS FOR
DETAILS
11. WHERE PIPES ARE REMOVED FROM DRAINAGE
STRUCTURES TO REMAIN, THE HOLES IN THE SIDEWALL
MUST BE SEALED USING BRICK CONSTRUCTION IN
ACCORDANCE WITH NCDOT STANDARD 838.75. SHAPE
THE OPENING TO PROVIDE SMOOTH, UNIFORM EDGES.
REINFORCEMENT FOR THE SEALED OPENING SHALL
EXTEND INTO THE ADJACENT SIDEWALLS OF THE
STRUCTURE.
12. TURF FIELD 8" PVC UNDERDRAIN CONNECTION - SEE
LANDSCAPING PLANS FOR CONTINUATION
13. ROOF DRAIN 10" PVC @ MIN 1% SLOPE
14. PATIO INLET - SEE DETAIL E1/CG507
15. SEE LANDSCAPE PLANS FOR TURF SYSTEM
UNDERDRAIN LAYOUT
16. RELOCATED GAS MAIN - FINAL DESIGN AND ALIGNMENT
BY GAS UTILITY PROVIDER
17. 1 %" SDR 11 GAS SERVICE LINE - FINAL ALIGNMENT TO
BE DETERMINED BY GAS SERVICE PROVIDER
GRAPHIC SCALE(S)
0' 30' 60'
1 "=30'
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VARIES _
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WHERE 30" TO 36" PIPE IS USED
RISER HT.
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
GENERAL NOTES:
GRATE AND HOOD
TD.NO. 840.03
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH
WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD.
DRAWING 840.66.
TOP
ELrION
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2"
KEYWAY, OR #4 BAR DOWELS AT
oI
CENTERS AS DIRECTED BY THE ENGINEER.
-
-12"
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM
SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM
SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
6B
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS AND
BOTTOM SLAB. OVER
8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM
QUANTITIES ACCORDINGLY.
SLAB. ADJUST
'CONSTRUCT
WITH PIPE CROWNS MATCHING.
3" SEE
NOTE CHAMFER ALL EXPOSED CORNERS 1".
SECTION
X-X
DRAWING NOT TO SCALE.
6" OE-�
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SEE NOTE
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PLAN
CONCRETE CATCH BASIN (WITH CURB)
v % NO SCALE
A
43 NOTE: USE TYPE "E", "F" AND "G" GRATE
UNLESS OTHERWISE NOTED.
13�
B
PLAN
FRAME,GRATE, & HOOD ASS'Y
;_71A� ul L
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A ALIGN FRAME "ADJUSTMENT
EDGE OF WALL
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NO SCALE
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R
HOOD ELEVATION
E
STEPS - STD. NO. 840.66
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840.02
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SHEET 1 OF 2
840.03
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#4 BAR
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PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
USE ON FLAT ELEV. EXPANSION JOINT 6
GRADES 2% AND UNDER
DEPRESSED GUTTER LINE
EXPANSION JOINT 3 0 1 1 c 1 3 0
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT 6"
8 TOP
USE ON GRADES OVER 2% ELEV.
10" I 6EPORESSED GUTTER LINE
EXPANSION JOINT 1r Orr I 1 MAX. 1
v
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN(BASED ON MIN. HEIGHT, H, WITH NO RISER)
DIMENSIONS OF BOX AND PIPE
COVER
DIMENSION
CU.YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
NO. LENGTH
BARS-V
NO. LENGTH
BARS-W
NO. LENGTH
TOTAL
LBS.
TOP
SLAB
BOTTOMTOT.CONC.
SLAB
HE MINIMUM
D
A
B
C
G
H
E
F
12"
3'-0"
2'-2"
2'-9"
0.235
0.772
0.015
0.026
15"
3'-0"
2'-2"
3'-0
0.235
0.829
0.023
0.036
18"
3' 0"
2'-2"
3'-3"
0.235
0.887
0.033
0.049
24"
3'-0"
2'-2"
3'-9"
0.235
1.001
0.059
0.085
30"
3'-0"
2'-2"
3'-4"
4'-3"
1'-2"
4'-0"
4
V-5"
2
3'-9"
3
3'-9"
1 39
1 0.123
0.321
1.433
0.092
0.127
36"
3'-0"
2'-2"
3'-10"
4'-9°
V-8"
4'-0"
4
1'-11"
3
3'-9"
3
3'-9"
43
0.161
0.358
1.714
0.132
0.178
42"
3'-0"
2'-2"
4'-5"
5'-3"
V-5"
3'-2"
4
V-8"
2
2'-11"
3
2'-11"
32
0.112
10.318
1 1.738
0.180
0.243
48"
3'-0"
2'-2"
5'-0"
5'-9"
2'-0"
3'-2"
4
2'-3"
3
2'-11"
3
2'-11"
35
0.145
0.352
2.052
0.235
0.317
54
3'-0"
2'-2"
5'-7"
6'-3"
2'-7"
3'-2"
4
2'-10"
5
2'-11"
3
2'-11"
41
0.180
10.386
1 2.387
0.297
1 0.401
CONCRETE CATCH BASIN(W�I �HC URB)
NO SCALE
DETAIL SHOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
TYPE "G" TYPE "E" TYPE "F"
WATER FLOW SAG E- WATER FLOW E
WATER FLOW SAG E- WATER FLOW
TYPE "F" TYPIE "E" TYPE "G"
P
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11/2 rr 1 `�
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13/4 SECTION A -A
TYPE
FRAME, �GRATES AND HOOD
NO SCALE
* RISER HAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
2'-113/4"
1 3/4 'IT
721/ rr
SECTION A -A
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1 rr
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11/2 rr
13/ rr
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1840.031
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2 V-40
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File Path:
Plot Date:
FOR OFFICIAL USE ONLY (FOUO)
READY FOR ADVERTISEMENT

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FOR OFFICIAL USE ONLY (FOUO)
1 1 2 1 3 1 4 1 5 1 6
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BRICK COPING(INCIDENTAL)
TOP ELEVATION
STD. 840.16 FRAME —
& GRATE
6 A 6
6"
I
101
m
SEE NOTE DOWEL(SEE NOTE)
SECTION X-X
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
4
#4 BAR
B 6"
N
I
I 6„
I
DOWEL
MAX. PIPE THIS SIDE - 18"
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
TOTAL
NCRETE
OOMINIMUM F
HE MINIM
HEIGHT, H
C.M.
R.C.
12"
3'-0"
2'-0"
2'-0"
0.222
0.222
0.592
0.015
0.026
15"
2'-3"
0.648
0.023
0.036
18"
2'-6"
0.703
0.033
0.049
24"
3'-0"
0.814
0.059
0.085
30"
3'-0"
2'-0"
3'-6"
0.222
0.222
0.925
0.092
0.127
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HEET 1 OF 1
840.14
i CONCRETE DROP INLET
D I NO SCALE FD5
4'-0"
MAX. PIPE DIAMETER IS 18" R.C.P.
SECTION X-X
NOTES:
-HORIZONTAL AND VERTICAL DIMENSIONS MAY BE ADJUSTED AS THE
FIELD CONDITIONS AND/OR ALTERNATE DESIGN REQUIRE.
-MAXIMUM HEIGHT FOR THIS STRUCTURE IS 14'-0".
-MAKE ALL ADJUSTMENTS AS DIRECTED BY THE ENGINEER.
-ANCHOR STEEL FRAME AND GRATES IN ACCORDANCE WITH DETAILS SHOWN.
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4'-0"
STEEL FRAME AND GRATES
5'-8"
MAX. PIPE DIAMETER IS 36" R.C.P.
SECTION Y-Y
TRAFFIC BEARING DROP INLET
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TRAFFIC BEARING GRATED DROP INLET FA5
NO SCALE
N
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PLAN OF FRAME
CAST IRON
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1/8 „ 1/8 „ 1/8 „ 1/8 „
3'-33/4„ 2'-33/4„
116„ 2„
1/8 II „ 1/8 „ 1/8 „ 1/8 „
SECTION H - H 3/ , 3/ 3/ 3/
3-2 2-2
21/8„ 21/8
T_
3'-13/4" N N 2'-13/„ N N
3'-6" 2'-6'
SECTION E-E SECTION F-F
DROP INLET FRAME AND GRATES
NO SCALE
PLAN
SEE SECTION Y-Y FOR "A" BARS
SPACING AND COUNT
PLAN OF (BASE
7
BILL OF MATERIALS
COMMON
CONCRETE
BAR
SIZE
LENGTH
QUANTITY
WEIGHT
A
#5
6 -4/2
6
39.9
B
75
3 -3/2
16
54.9
C
#5
2 -8
14
38.9
D
#5
8 0/2
4
33.6
E
#5
3 -0"
20
62.6
F
#5
1 4'-8"
20
97.3
REINF. STEEL TOTAL WEIGHT LBS.
327.2
CONCRETE IN BASE CUBIC YARDS
0.56
CONCRETE IN WALLS CUBIC YARDS
0.92
CONCRETE TOTAL CUBIC YARDS
1.48
CONC. CUBIC YARDS IN WALL/FOOT OF HEIGHT
0.35
LBS. OF REINF. STEEL IN WALL/FOOT OF HEIGHT
94.9
"C" VERTICAL BARS
"E" & "F" HORIZONTAL BARS
STRAIGHT BARS
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2" RADIUS 12"
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LL
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LL
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TRAFFIC BEARING GRATED DROP INLET
NO SCALE
HEET 2 OF 2
840.36
US Army Corps
of Engineers
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SECTION 'D-D'
SOLID WALL
ISOMETRIC VIEW
840.45
TRAFFIC BEARING PRECAST DRAINAGE STRUCTURE
NO SCALE
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GENERAL NOTES:
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THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING STANDARDS:
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840.04, 840.05, 840.14, 840.15, 840.31, 840.32, 840.34,
840.35, 840.36 AND 840.41.
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ASECTIONC840ES IN ACCORDANCE
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SECTION VIEWS
WITH STANDARD SPECIFICATION
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UNLESS ALLOWED BY DETAIL IN PLANS.
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DRAINAGE
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* PRECAST ALL ELEMENTS TO MEET ASTM C913.
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#4 REBARS @
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LOCATED IN
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PRECAST RISER PLAN
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MIN
_
1
MIN.
THE SAME MIN. AREA OF STEEL IS PROVIDED.
* SEAL JOINTS WITH AN APPROVED SEALANT (SEE SECTION 840 OF NCDOT
STANDARD SPECIFICATIONS.
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* LIMIT MAXIMUM STRUCTURE SIZE INSIDE CLEAR DIMENSIONS
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6" CENTERS
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RISER
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#5'S ARE PLACED ON EVERY SIDE NOT ADJACENT TO A WALL. SEE STD.
3:
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CLEAR (SEE NOTES) CENTERS
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TOP SLAB z
TYPICAL SECTION
DRAINAGE STRUCTURE STEPS
NO SCALE
OF BASE UNIT
ISOMETRIC VIEW
;HEET 1 OF 1
840.46
GENERAL NOTES:
* THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING
STANDARDS: 840.01, 840.02, 840.04, 840.05, 840.13,
840.14, 840.15, 840.17, 840.18, 840.19, 840.26,
840.27, 840.28, 840.31, 840.32 AND 840.41.
* INSTALL PRECAST DRAINAGE STRUCTURES AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840.
* DO NOT PLACE PRECAST DRAINAGE STRUCTURES
UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED.
* USE 4000 PSI CONCRETE.
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR
GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A1064.
* LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL
STRUCTURE TO 10'-0"; LIMIT SOLID WALL STRUCTURE
TO 15'-0"
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
OSHA STANDARD 1926.704.
* CUT OR FORM OPENINGS FOR PIPE TO PROVIDE
REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES
SO THAT PIPES ENTER THROUGH THE.
KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH
THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6" OF
WALL IS PROVIDED ABOVE THE HOLE.
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
* FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE
OR BRICK IN ACCORDANCE WITH STANDARD 840.25.
* PROVIDE PRECAST STRUCTURES OVER 4'-0" IN DEPTH WITH
STEPS AS DIRECTED BY THE ENGINEER.
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG
AS THE SAME AREA OF STEEL IS PROVIDED.
* SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER
BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A,
AASHTO M-198, TYPE B - BUTYL RUBBER.
* LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR
DIMENSIONS OF 5'-0" X 5'-0".
* THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING
REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE
SIZE WHICHEVER IS GREATER.
* USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS.
REINFORCE OPENING AS SHOWN ON THIS SHEET.
PRECAST DRAINAG�ES TRUCTURE
NO SCALE
GENERAL NOTES
USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE.
USE ASTM A615 GRADE 60 REINFORCING STEEL. USE ASTM A1064
WELDED WIRE FABRIC (WWF).
FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS
ACCORDANCE WITH AASHTO M199.
ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12"
FROM THE TOP TO THE BOTTOM OF THE MANHOLE.
WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM
OF 9" ABOVE THE GROUND AT OTHER LOCATIONS.
LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF
BOTTOM SLAB.
THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE
THINNEST PORTION OF THE TOP/BOTTOM SLAB.
* TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS
A DISTINGUISHABLE TOP AND BOTTOM.
FRAME AND GRATES
STD. NO.
TRAFFIC BEARING
840.37
NONTRAFFIC BEARING:
840.22
840.24
840.20
aao.zs
840.33
OPENING SHALL BE
LOCATED AS REQUIRED
I
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BAR
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6„ I I L,
PLAN TOP SLAB
#4 REBARS
6" CENTERS
PRECAST RISER PLAN
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SECTION VIEW SECTION VIEW
OPTIONAL JOINT DETAILS SHEET 2 OF 2
840.45
D W T
INTERNAL MIN. MIN.
DIAMETER WALL TOP/BOTTOM
(FT.) THICKNESS SLAB THICKNESS
(IN.) (IN.)
4 4 6
5 5 1 8
6 6 1 8
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LOCATE WALL REINFORCEMENT OF CIRCUM. R/F
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1" MIN. ADDITIONAL
CLR. #4 REBAR
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FLAT TOP SLAB
ADDITIONAL #4 EACH
SIDE OF OPENING (1" ADDITIONAL #4 EACH
CLEAR OF BOTTOM FACE SIDE OF OPENING (1"
PLACE BARS DIAGONAL CLEAR OF BOTTOM FACE)
TO CORNERS (TYP.)
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PRECAST MANHOLE �S�AND 6' DIAMETER
NO SCALE
N
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US Army Corps
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Plot Date:
FOR OFFICIAL USE ONLY (FOUO)
READY FOR ADVERTISEMENT

1
FOR OFFICIAL USE ONLY (FOUO)
2 1 3 1 4 1 5 1 6
E
10
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0
N
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CD
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THUMBSCREW (3)
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CAST IRON DRAIN 6" PVC
BODY (INSIDE CAULK
ILLUSTRATED)
NOTES:
1. PROVIDE A HEEL PROOF GRATE. MAX GRATE OPEN SIZE 5/16".
2. PROVIDE HOT DIPPED GALVANIZED PER ASTM 123 CAST IRON
GRATE.
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NO SCALE
CAST IRON
INSPECTION BOX
FINISHED GRADE
3,500 PSI CONC.
PIPE TO BE FREE
OF BLOCK -
300 SHORT CURVE
CG111
REMOVABLE PLUG
NCDOT #57
STONE
6" PVC
NOTES:
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INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL.
STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE
SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR
HAS FURNISHED
F- Q
Q
THE ENGINEER WITH DETAILS OF THE
PROPOSED STEPS AND HAS RECEIVED WRITTEN
APPROVAL FROM THE ENGINEER FOR THE
USE OF SUCH STEPS.
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PLAN
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CAST IRON
CAST IRON
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ELEVATION
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REINFORCING STEEL
12"
ELEVATION
NOTE:
#3 DEFORMED
12
DO NOT USE IN
STEEL ROD
�• _
SANITARY SEWER MANHOLES.
SHEET 1 OF 1
SECTION A -A
ELEVATION
840.66
DRAINAGE STRUCTURE STEPS
LG� NO SCALE
/ CONTINUATION
OF PIPE OR
1 REMOVABLE
PLUG
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CLEANOUT PIPE MUST BE FREE OF BEYOND INSPECTION BOX.
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30" SQ. ANCHOR
FLANGE
6" FILLER PIPE
AS NEEDED
INSPECTION ° d PIPE O�
BOX MIN 6" WIDTH -12
O STORMDRAIN
.d - e CONCRETE
SEE NOTE 4
NOTE:
1. CLEANOUT BOX TO BE MARKED STORM OR SANITARY SEWER. FOOTING
2. INSPECTION BOX MUST BE RATED FOR H-20 LOADING WHEN LOCATED IN
PAVEMENT AREAS.
3. WHEN LOCATED IN CONCRETE PAVEMENT, OMIT CONCRETE COLLAR AND INSTALL
INSPECTION BOX IN PAVEMENT SECTION.
4. WHEN SEPARATION DISTANCE FROM BOTTOM OF PIPE TO TOP OF FOOTING IS 6
INCHES OR LESS, PROVIDE A 1 FT x 1 FT x 2 INCH NEOPRENE PAD CENTERED
BENEATH THE BOTTOM OF THE PIPE FOR THE LENGTH OF THE FOOTING.
ROOF DRAIN CLEANOUT
NO SCALE
VARIES
- FACE OF BUILDING
SEE ARCHITECTURE PLANS FOR
DOWNSPOUT SIZE
CAST IRON DOWNSPOUT SHOE
1" HOLE OR 4" AIR GAP FOR OVERFLOW
CLEANOUT FINISHED GRADE
WITH BRASS
PLUG
6" 90° PVC ELBOW
6" 45° PVC ELBOW
SEE NOTE 4
INVERT REF. POINT
WHEN GIVEN ON PLANS
EXTEND 6" PIPE
PAST FOOTING
6"X10" PVC REDUCER
10" 450 PVC ELBOW
10" PVC HEADER PIPE
SEE GRADING
PLAN FOR INVERTS
CLASS I
BEDDING,
6" MIN.
MAXIMUM TRENCH WIDTH "W"
TAKEN AT TOP OF PIPE
NON -PLASTIC
EXCAVATED TRENCH WIDTH j�\
A OUTSIDE A / Lu
SPRINGLINE /\�/ PIPE
DIAMETER
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REDUCING WYE
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TRENCH CROSS SECTION
CG111 A3 NO SCALE
A
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PLAN OF FIIAME
SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER
B � B
BOTTOM OF COVER
2' 1 1/4
1' 113/4" 3/4"
1' 10%;"
TYPE #1
r : 1 '7 \ /�
� ALTERNATE
_N
2 91/ / \ \
SECTION A4=A /
TYPE #2
MANHOLE FRAME AND COVER
NO SCALE
6" WALL
PART SECTION
6" WALL
W1
W
PART SECTION
OF END ELEVATION
6" WALL
6 � 4„
e el,e -°°s a ve °•ev •' e` • °.. t • ° • ° e
PART SECTION
6" WALL WITH 4" LIP
1
GENERAL NOTES:
USE THIS STANDARD WITH ALL DRAINAGE STRUCTURES
USING REINFORCED CONCRETE PIPE SET IN BASE SLAB.
1" R.
PLAN OF COVER
1'-11/2"
N e�
33/ 1 I�� �2 „
1/24 43/ rr
1'-105/8"
SECTION B-B
MINIMUM WEIGHTS - LBS.
FRAME - 180
COVER - 120
TOTAL - 300
f�
PART SECTION
8" WALL
8" WALL
4"
8�
PART SECTION
8" WALL WITH 4" LIP
TABLES OF QUANTITIES FOR PIPE SET IN PAD
PIPE
D
"W"
DIM
"W1 "
DIM
"T"
DIM
C.Y. QUANTITIES
WHEN L IS
12"
16"
20"
12"
1'-1%8"
0'-7%8"
0'-2"
0.005
0.007
0.008
15"
1'-35/8"
0'-91/8"
0' 2"
0.006
0.008
0.010
18"
1'-51/4"
0'-103/8"
0'-2"
0.007
0.010
0.012
24"
1'-83/4"
1'-01/8"
0'-3"
0.011
0.014
0.018
30
2'-0%
1'-23/4"
0'-3/2"
0.014
0.018
0.023
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OFFSITE DRAINAGE
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ANALYSIS
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1. THE BUILT UPON AREA ASSOCIATED WITH THE STREETS AND
SHOWN ON THIS DRAWING REPRESENTS A COMBINATION OF
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EXISTING AND PROPOSED IMPROVEMENTS ASSOCIATED WITH
of Engineers
GRUBER, ARDENNES, ZABITOSKY, AND MOSBY STREETS. THE
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2. THE MAPS SHOWN IS A COMBINATION OF THE DESIGN
DRAWINGS FOR THE FOLLOWING PROJECTS. PN79437
TRAINING GROUP HEADQUARTERS, PN79439 ADVANCED
SKILLS TRAINING FACILITY, PN81165 HUMAN PLATFORM
FORGE, AND PN76376 SOF LANGUAGE AND CULTURAL
CENTER.
D-AREA CAMPUS PRE DEVELOPMENT EXISTING
BUILT UPON AREA (BUA) FROM PERMIT DRAWINGS
Pre-Dev.
Project ID
Drainage Area
Imp. Area
a c.
PN 79437 Training Group
6.30
3.49
Headquarters
PN 79439Advanced Skills
5.60
1.62
Training Facility
PN81665 Human Platform
8.32
2.94
FORGE
Offsite (bypass)
10.33
2.05
Tota 1
30.55
10.10
Total Area treated
20.22
8.05
D-AREA CAMPUS POST DEVELOPMENT
BUILT UPON AREA (BUA) DRAINING TO
INFILTRATION BASIN
BUA
AREA (sf)
AREA (ac)
STREET
71581
1.64
PARKING
93423
2.14
SIDEWALK
105887
2.43
BUILDING
144929
3.33
PEDESTRIAN BRIDGE
6903
0.16
OTHER (EQUIP. PAD/TURF)
7470
0.17
TOTAL
430193
9.88
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