HomeMy WebLinkAboutC-110 Storm & Drainage Details (V2)MIN. SLOPE SHALL BE THAT SLOPE NECESSARY TO
CONVEY DESIGN STORM AND KEEP WATER IN EASEMENT
EXISTING GRADE
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8" TOP SOIL
UNDERCUT SWALE BY 0.2'
INSTALL FILTER FABRICS � = TO ALLOW FOR FUTURE SILTING
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ON PERIMETER OF w
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TRENCH AND OVERLAP
AT SUBGRADE LEVEL
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1" MIN. 12" MIN. ::��
PIPE SHALL CONFORM TO SPEC REQUIREMENTS
#8 WASHED AGGREGATE OF SECTION 907 OF STANDARD SPECIFICATION
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MIN. 6" DOUBLE WALL PERFORATED PER 401.01 OF THE
STORM WATER TECHNICAL STANDARDS MANUAL
TYPICAL SWALE DETAIL
NO SCALE
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or T (Groove —Outlet End)
(Tongue —Inlet End)
SECTION A -A
LEI
SLOPE CONCRETE TO DRAIN
AWAY FROM C.O.
6" CONCRETE PAD
3500 PSI
45' BEND _
WYE
HEAVY DUTY FRAME & COVER
—� W/ LETTERS "C.O." CAST IN COVER
PER LOCAL STANDARDS.
THE COVER & CONCRETE SHALL HEAVE
FREELY ON THE PVC PIPE DURING
6„ FREEZE/THAW PERIODS.
\1 THREADED PVC CLEANOUT PLUG
�Nl GRADE
7\�
GRANULAR BACKFILL
(3/4"
OCK) LEAN CRUSHED
`%\ \ PLUG WYE IF SERVICE LATERAL
6" MIN. OF GRANULAR \\ \\:DOES NOT CONTINUE
BACKFILL (3/4" CLEAN
CRUSHED ROCK)
FLOW
UNDISTURBED EARTH
NOTE:
CLEANOUTS REQUIRED ON SANITARY SEWER SERVICE LATERALS
AT 5' OUTSIDE BUILDINGS (2—WAY C.O.), EVERY CHANGE IN
HORIZONAL & VERTICAL DIRECTION GREATER THAN 45' &
AT 100' INTERVALS.
C LEAN O UT
inch, per side.
HORIZONTAL FLARE
VERTICAL FLARE
SECTION B-B
—1/2" R
—1/2" R
DIA.
WALL
G or T
WT. SEC.
A
B
C
D
E
DIA.+1
R-1
R-2
SKIRT
12
2
1 1/2
530
4
24
48 7/8
72 7/8
24
13
10 1/16
9
3 1/2
15
2 1/4
2
740
6
27
46
73
30
16
12 1/2
11
3 1/2
18
2 1/2
2 1/2
990
9
27
46
73
36
19
15 1/2
12
4
21
2 3/4
2 1/4
1280
9
35
38
73
42
22
16 1/8
13
4
24
3
2 1/2
1520
9 1/2
43 1/2
30
73 1/2
48
25
16 11/16
14
4 1/2
27
3 1/4
2 1/2
1930
10 1/2
48
25 1/2
73 1/2
54
28
17 3/4
14 1/2
4 1/2
30
3 1/2
3
2190
12
54
19 3/4
73 3/4
60
31
18 5/16
15
5
33
3 3/4
3 3/8
3150
13 1/2
58 1/2
39 1/4
97 3/4
66
34
23 3/4
17 1/2
5 1/2
36
4
3 1/2
4100
15
63
34 3/4
97 3/4
72
37
24 1/16
20
5 1/2
42
4 1/2
3 3/4
5380
21
63
35
98
78
43
27 1/4
22
5 1/2
48
5
4 1/4
6550
24
72
26
98
84
49
28 1/8
22
5 3/4
54
5 1/2
4 3/4
8040
27
65
35
100
90
55
32 7/8
24
6 1/4
60
6
5
8750
30
60
39
99
96
61
36 3/4
24
6 3/4
66
6 1/2
5 1/2
10630
24
78
21
99
102
67
35 11/16
24
7 1/4
72
7
6
12520
34
78
21
99
108
73
38 5/8
24
7 3/4
78
7 1/2
6 1/2
14430
24
78
21
99
114
79
41 15/16
24
8 112
84
8
7
16350
24
78
21
99
120
85
144 13/16
24
9
NOTE:
Manufacture of end section is in accordance with applicable
portions of A.S.T.M. specification C76.
PRECAST CONCRETE END SECTION
Scale: N.T.S.
MASTIC SEAL CASTING
TO PRECA
PIPS
PLAN
SECTION
AREA DRAIN
NCRETE INLET BOX
-478
�TING
CIFIED
TRENCH DETAIL FOR CITY STORM SEWERS
NO SCALE
6" MINIMUM OF TOPSOIL OR COMPACTED
PAVEMENT SECTION VARIES AGGREGATE #53.
LIMIT OF SUBGRADE
FINAL
BACKFILL
Bc +18"/MIN.
._. .. r - *. — SPRINGLINE
HAUNCHING (Bc/6)
BEDDING
MINIMUM COVER SHALL
BE PER NOTE 3
LEGEND
d
Bc = OUTSIDE DIAMETER
D = INSIDE DIAMETER
d = DEPTH OF BEDDING
MATERIAL BELOW PIPE
DEPTH OF BEDDING
MATERIAL BELOW PIPE
d MIN
INLET BOX TABLE
INLET
AREA DRAIN
AREA DRAIN
AREA DRAIN
CURB
INLET
N
"W"
24"
30"
36"
36"
m
"H"
24"
30"
36"
24"
PAVED AREAS
EJIW #8308
EJIW #8313
EJIW #8315
EJIW #7030
GRATE
TYPE M
TYPE M
TYPE M
z
N
M2 (IN VALLEY)
NON —PAVED AREAS
EJIW #6500
EJIW #6610
EJIW #8315
M4 (ON SLOPE)
T-1 BACK
GRATE
ADAPTER RING
TYPE M
(STRAIGHT CURB)
T-2 BACK
(ROLL CURB)
NOTES: 60" & SMALLER 4"
Bc 66" & LARGER 6"
1. BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE
INDOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND
LINE, THERE REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL.
FOR PIPE SIZES 66" AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BAREL SHALL BE 6". BEDDING SHALL
BE PLACED TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE
THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR
YIELDING, THE SOIL SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A
UNIFORM AND STABLE FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITAIL BACKFILL SHALL BE
COMPACTED IN 8" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE
MATERIAL PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF
THE PIPE. HAUNCHING SHALL EXTEND TO THE SPRINGLINE OF THE PIPE. MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE
DIAMETER OF THE PIPE PLUS 18".
2. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B—BORROW FOR STRUCTURE BACKFILL
MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS
THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE
TOP 6" OF THE EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL
REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR
DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS GREATER THAN 5' SHALL BE CLEAN FILL
MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMATER, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS
MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE
DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING AGENCY TO PROVIDE COMPACTION TESTING
AS NECESSARY.
3. FOR INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM
COVER FROM THE TOP OF THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE
SHALL BE NO LESS THAN 2.5 FEET OF COVER ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE
UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT,
THE MORE STRINGENT REQUIREMENT SHALL GOVERN.
4. IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B—BORROW TO BOTTOM OF EXISTING SUBGRADE
AND FILL TO THE LIMIT OF EXISTING SUBGRADE WITH COMPACTED AGGREGATE NO 53.
5. THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR
STORM SEWERS THAT SHALL BE MAINTAINED BY THE CITY, REGARDLESS OF STORM SEWER JURISDICTION.
6. ALL STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF
JURISDICTION OVER STORM PIPES.
STANDARD CITY OF CARMEL STANDARDS
DRAWING
10-31 TRENCH DETAIL FOR CITY STORM SEWERS
INLET NOTES:
ALL PRECAST UNITS SHALL CONFORM TO ASTM C-478.
INLETS SHALL BE BACKFILLED WITH GRANULAR MATERIAL AND
COMPACTED IN 8" LOOSE LIFTS TO 95% STD. DENSITY PER ASTM
D698
CASTING SHALL BE MASTIC SEALED TO PRECAST UNIT
ALL CONNECTING PIPES SHALL BE GROUTED WITH A HIGH
STRENGTH, NON —SHRINK GROUT.
INLET SIZES SHOWN ARE MINIMUM SIZE REQUIRED & MAY VARY
PER LOCAL STANDARDS.
FRAME & CASTINGS SHOWN ARE THE TYPE & SIZE REQUIRED FOR
THE GIVEN BOX DIMENSIONS. ALTERNATES SHALL EQUAL TO
THOSE SHOWN, INCLUDING GRATE & CURB OPENING SIZES.
PRECAST INLET BOX
Top/Bank
10.5' (MIN.)
EXIST. OR N
PAVEMENT
PIPS
VARIES SEE
GRADING PLAN
17
RETE CURB INLET
C-478
QO
PLAN
FRONT GRATE (F.G.) ELEVATION
/'" ��' r""' PAVEMENT GRADE
4L BOLT HOLES
TIC SEAL CASTING
PRECAST UNIT
SECTION
CURB INLET
10.5' (MIN.)
�1
3
5' (min.)
Top/Bank
Elev. = 898.50
DRY DETENTION BASIN
CROSS SECTION
SCALE: N.T.S.
a_a'
EMERGENCY SPILLWAY CROSS SECTION
Scale: N.T.S.
BENEATH OR W/IN 5' OF
IN OPEN FIELD PAV'T. CURB,
SIDEWALK
UNIFORM CUT LINE
6" (MIN.) TOPSOIL\ ASPHALT/GONG
NEW STREET EXIST STREET SURFACE
SURFACES
SOIL BACKFILL—
CLASS II GRANULAR MAT L PER ASTM D2321
COMPACTED TO 95% STD. PROCTOR
W W
aa.
a
''z
z
Cj RI 0
aM m
o0
U_
aA —
WIDTH
CLASS II GRANULAR MAT L PER ASTM D2321
COMPACTED TO 95% STD. PROCTOR
i0
—PIPE
BEDDING
NOTES: CLASS II GRANULAR MAT'L PER ASTM D2321
COMPACTED TO 95% STD. PROCTOR
1. NEW STREET SURFACE SHALL COMPLY WITH LOCAL AUTHORITY JURISDICTION.
2. TRENCH WALLS TO BE SUPPORTED AS REQUIRED BY OSHA.
TRENCH WIDTH TABLE
PIPE
0
MIN
WIDTH
4"
1'-9"
6"
V-11"
8"
2'-2"
10"
2'-4"
12"
2'-6"
15"
2'-10"
18"
3'-3"
24"
4'-0"
30"
4'-8"
36"
5'-4"
42"
6'-0"
48"
6'-8"
54"
7'-4"
60"
8'-0"
3. MIN COVER TO BE BELOW OFFICIAL STREET GRADE.
TYPICAL TRENCH SECTION
HOPE PIPE (N- 1 Z OR EQUAL)
N.T.S.
This drawing and/or specifications is provided as an instrument of service
provided by Cash Waggner & Associates, PC and is intended for use on this
402 EAST 1 3TH STREET
N ❑.
DATE
BY
DESCRIPTION
WILLOW HAVEN SENIOR HOMES
DATE:
project only. All drawings, specifications, designs, models, ideas, calculations,
and arrangements appearing herein constitutes the original and unpublished
Work of and remains the property of Cash Waggner & Associates, PC. Any
`A` G A` ,1
SUITE 1 O 1
JASPER, IN 47546
U1
PROJECT No.: 19-3957
PROJECT:
MEMORY CARE HOMES
A
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A
mm.dd.yy
INI
Description
reproduction, use or disclosure of the proprietary information contained herein
without the prior written consent of the Cash Waggner & Associates, PC is
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ENS G�okkk
CASH W A G G N E F2
DESIGNED BY:
I N RW
ADDRESS:
1 3 1 4 S WEST ROAD
DRAWN BY: DIM
I
strictly prohibited.
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P H: 8 1 2. 6 3 4. 5 0 1 5
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Written dimensions shown hereon shall take precedence over scaled dimensions.
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C A R M E L, I N D I A N A 4 6 O 7 4
DRAWING No.:
FILENAME:
Contractors shall calculate and measure required dimensions. Notify Cash
Waggner & Associates, PC with any variations in dimensions or conditions from
those indicated these drawings. This drawing based
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CELL. B 1 2.6 3 1 .3964 9 6 4
Sc A S S O C I A TES
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on was on available
information. Commencement of Work constitutes verification and acceptance of
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LAYOUT TAB:
I Layout
STORM sc
C 1 1 Q
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SCALE:IASShown
existing conditions.
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C A S H WA G G N E R. C❑ M
CO NSULTINGIENGINEERING ISURVEYING
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SHEET TITLE:
Application of a material or equipment to Work installed by others constitutes
acceptance of that Work and assumption of responsibility for satisfactory
SIGNATURE DATE
CASH WAG
DRAINAGE D E T A I L S
11 3
installation.
W W W . G N E R . C O M
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❑ F: