HomeMy WebLinkAboutC802 Rev 4-28-21WENCH DETAIL FOR CITY STORM SEWERS
NO SCALE
L 5' MINIMUM OF TOPSOIL OR COMPACTED
PAVEMENT SECTION VARIES AGGREGATE 153,
LIMIT OF SUBGRADE
MINIMUM COVER SHALL
ANAL BE PER NOTE 3
BACKFILL
Be +18'/MIN.
LEGEND
Bc = OUTSIDE DIAMETER
0 = INSIDE DIAMETER
d = DEPTH CIF BEDDING
MATERIAL BELOW PIPE
SPRINGLIKE
HAUNCHING (Bc/6) DEPTH CIF BEDDING
MATERIAL BELOW PIPE
BEDDING d 0 d MIN
NOTES: 60' & SMALLER 4'
BC 66' At LARGER 6'
1. BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #B STONE MEETING THE MATERIAL REQUIREMENTS OF THE
INDDT. BIDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTAL I 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 UNCOMPACTEO 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 INDDT 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 INDDT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR
DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE V 15 GREATER THAN 5' SHALL BE CLEAN FILL
MATERIAL FREE Or 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, WATERMAUNS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY
SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM
COVER FRDM 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 EX55TING SUBGRADE HAS BEEN LINE STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRAOE
AND FILL TO THE LIMIT OF EXISTING SUBGRAOE 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 C/ rY OF CARMEL STANDARDS
DRAWING
TRENCH DETAIL FOR CITY STORM SEWERS
Tidefte-
T e c h n❑ l❑ g i e s Technical Data
Series TF-1 Tideflex° Check halve
Features & Benefits
• Ideal for manhole installations
■ Lightweiot, al-elastomerdesign
■ Seals around entrapped solids
• Cost-effective, maintenance -tree design
Materials of Construction
■ Elastomers available in Pure Cum Rubber, Neoprene, Hypalol',
Chlorobityl, Buna-N. EPEIR, and piton'
f--L
N1 , :ire pleased to announce the introduction of the
revolutionary TF-I Check Valve- It functions and Operates f
under the same simple principle of operation as the original A
TF-2 Tide flee. i
T11ts design is ideal for existing manhole instal-
lations where the inert of the pipe is close to
the floor of the vaillt. There are many check
valves in intorceptors, manholes, and vaults.
These vaults are designed so Ihat there would
he a maxiTnum gravity heart: thus. the invert
to thO base aS pD85111h:. The p1pD 15 a5 C1aSC
TF-1 allows installations in such applications.
The Tidefleg'Technologies Series TF-1
Tidellex®Check Vale is designed for appli-
-ations in manholes, Where the bottam of tale
manhoic is close to the invert of the pipe. Thu
,r -I configuration allows the valve to be prop-
erly installed without manhole modification,
ensuring positive hacklloty prevention and a
lifetime of maintenance -free performance.
WIll., M N
0
4
10
8
1 1 /2
5
10
8
1 1I2
6
16
12
2
8
18
16
2
-0
23
19
3
27
23
4
'i
23
119 -S
5
3527
30
a
36
34
01
20
44
37
8
22
-4
37
8
a4
=6
43
6
26
48
43
8
28
a
43
8
1091730
56
55
9
30"
69
10
33
69
10
40
i
69
10
'^
6
71
10
44
71
10
43
36
78
10
50
66
-8
10
54
66
;8
10
58
86
78
70
60
73
91
14
68
73
91
14
72
98
115
16
Numbers indicate wa0vai) dimensions In inches,
Tideflet Technologies 600 N. Bell Ave., Carnegie, PA 15106 USA 412-279-0044 Fax 412-279-7878 wwwAideflex.coin
FLAP GATE /CHECK VALVE DETAIL
PIPE ENDS #109 AND #119
MIN. SLOPE SHALL BE THAT SLOPE NECESSARY TO
CONVEY DESIGN STORM AND KEEP WATER IN EASEMENT r
EXISTING GRADE Q
_ 3 MAx PROPOSED11 3 MAX Cn
GRADELLJ
I I- I -I I -I I �f n= =� �= I I I -I I -I I
�I J
a" TOP SOIL mi
UNDERCUT SWALE BY 0.2' V)
INSTALL FILTER FABRIC7 TO ALLOW FOR FDTllRE SILTING ¢
ON PERIMETER OF Li C-)TRENCH AND OVERLAP
AT SUBGRADE LEVEL
o
1• MIN. 12' MIN.
PIPE SHALL CONFORM TO SPEC REQUIREMENTS
WASHED AGGREGATE OF SECTION 907 OF STANDARD SPECIFICATION �3
MIN. 6' DOUBLE WALL PERFORATED PER 401,01 OF THE
STORM WATER TECHNICAL STANDARDS MANUAL
TYPICAL SWALE DETAIL
NO SCALE
C• Ca
¢ CD
¢ a
U7 d
1' 5' 6' 2'
26
Z22
2 2.0%
.D�
RIGHT-OF-WAY
56'-O" LOCAL STREET
LOCATION OF
PROFILE GRADE
TYPICAL SECTION
LOCAL STREET
NO SCALE
LEGEND
O HMA PAVEMENT"'
1.5' - 165,#/SYD. QC/4A-HMA, 2, 64. SURFACE, 9.5 mm ON
2' - 220#/SYD. QC/QA-HMA, 2, 64. INTERMEDIATE, 19.0 mm ON
3" - 33D#/SYD. OC/QA-HMA, 2, 64. BASE, 25.0 mm ON
6" COMPACTED AGGREGATE #53 ON
INDOT SUEGRADE TREATMENT, TYPE 1B OR 1C
a UNDERDRAIN - SEE STANDARD DRAWING 10--12
SIDEWALK - SEE STANDARD DRAWING 10-18
O CONCRETE ROLL CURB AND GUTTER -
SEE STANDARD DRAWING 10-13
® SODDING
W
14's* 2 6' S 1
26
(K i 2.O%
NOTES -
CROSS SECTION DIMENSIONS ARE BASED ON
CARMEL CLAY COMPREHENSIVE PLAN (C3PLAN)
*_= FOR ALL LOCAL (NON-FEDERAL AID) PROJECTS
d
ALL HMA ACCEPTANCE AND TESTING REQUIREMENTS
PER SECTION 402 OF INDDT STANDARD SPECIFICATIONS.
Z
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REVISED DtW1.2D
V)) �
PAVEMENT SECTION WITHIN WASHINGTON BLVD R/W
(IN PAVED AREAS)
HEAVY DUTY LAMPHOLE
CASTING W/ SOLID LID.
NEENAH R-1974-A OR
CLEANOUT PLUG
APPROVED EQUAL
FINISH GRADE
CONCRETE COLLAR A-L
TO BE USED IN
PAVED AREAS ONLY
6" PIPE
APPROX. 90'
LONG RADIUS
WYE
SPRING LINE
OF PIPE
PLUG
PVC ROOF DRAIN
ROOF DRAIN CLEANOUT DETAIL
EDGES TO BE SAWCUT AND
CLEAN OF DEBRIS AND LCOSE 1.5" HMA SURFACE, 9.5 mm
ASPHALT BEFORE PATCHING
12" CONCRETE
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1.25 x OD + 18"
Li
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MULTI -USE PATH AND STREET CUT REPAIR DETAIL
NO SCALE
NOTES:
1, TRENCH SPOIL IS TO BE REMOVED FROM WORK SITE AND DISPOSED OF OUT OF THE RIGHT-OF-WAY
J
2. FLOWABLE FILL IS TO SERVE AS BACKFILL TO THE DIMENSION LISTED IN THIS DETAIL
3, THE EXISTING PAVEMENT IS TO BE TACK COATED PRIOR TO THE LAYING OF NEW ASPHALT. TACK COAT IS TO BE
APPLIED AS SPECIFIED IN THE LATEST STANDARD OF INDDT SPECIFICATIONS, SECTION 406
4 THE NEW SURFACE IS TO BE SLOPED AT THE SAME RAT:. AS THE EXISTING SURFACE, ASPHALT TYPE SHALL MATCH ROAD CLASSIFICATION REQUIREMENTS.
5. FLOWABLE FILL SHALL CONFORM TO INDDT SPECIFICATION SECTION 213
6. IF PIPE IS PLASTIC OR HOPE: HAUNCHING AND INITIAL BACKFILL SHALL BE PER MANUFACTURER'S OR UTILITY RECOMMENDATIONS (TYP. #8 STONE TO 12" ABOVE
C7
Q
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TOP OF PIPE}. FINAL BACKFILL SHALL BE FLOWABLE FILL UP TO 12" CONCRETE CAP.
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5'
2
17.
NATURAL AREA - :� V.
5" iB DO NOT MOW
OFFICE OF THE HAMILTON COUNTY SURVEYOR
DEBRIS GUARD
SIDE PROFILE
=*x,
R•aA+s
C
TOP VIEW
zw
=T ro A9 Or Whom
K"a- rro-
i
A ron
V-bar
No. of
H-bar
Bolt.
"A"
Size
Size
H-bars
Size
Die.
Dim.
Inches
Inches
Re 'd
Inches
Inches
Inches
w
18
1/2
3
5/8
1/2
5
24
516
4
3/4
112
7
k
30
5/8
4
3/4
1/2
7 1/2
m
36
314
4
1
1/2
10 1/2
y�
42
3/4
4
1
3/4
11
48
3/4
4
1 2 1 e
3I4
12
p
54
3/4
4
1 ypipe
314
12
A
60
3/4
6
11/2 pipe
314
14
ti
72
1 3/4
5
1'/2 p i p v
3/4
14
a
84
3/4
6
1 2pi a
3/4
15
12
1/2
3
5/8
1/2
4
15
3/2
3
5/8
1/2
4 1/2
18
112
4
518
1/2
4 1/2
w
21
1/2
4
5/8
1/2
5
a
24
5/8
4
3/4
1/2
5
27
5/8
4
3/4
L/2
5 1/2
m
30
5/8
4
3/4
1/2
5 1/2
m
36
3I4
4
1
3/4
8
p
42
3/4
4
1
3/4
a
R
46
3/4
5
1
3/4
8
54
3I4
5
1' 2pipe
3/4
8
60
3I4
5
1 2 i e
3/4
e
(4
66
3/4
8
1 2pipe
3/4
8
72
3/4
B
1 zpi a
3/4
9
84
3/4
7
l y i e
3/4
10
80
3/4
7
1 y2pipe
1 3/4
14
NOTES:
i- BARS & PLATES ARE HOT -ROLLED STEEL.
2, BARS, PLATES, & PEPIE ARE FINISHED
WITH 2 COATS OF ALUMINUM PAINT.
3. BOLTS ARE GALVINIZED
4. NO REBAR THROUGH PIPES WILL BE ALLOWED
5, DEBRIS GUARD SHALL BE REMOVABLE
)DRAWING NOT TO SCALE)
HAMILTON COUNTY SURVEY0R'c ❑FFICE
R%VTSED- 1 JAN 2000
STANDARD PLAN
APPROVED 4JA�,a, KEN C- WA , HAMILTON COUNTY SURVEYOR DATE D - 1 2
OR SP
Y /4.
1/2' RADIUS,
(2) STAINLESS
STEEL SCREWS
TYP-
1 z' S0. x 30 LONG
ALUMINUM SIGN PANEL
OAK STAKE, OR
WHITE OR LIGHT GREEN
+24!' 1" SO. STEEL STAKE
BACKGROUND
ABOVE
GRADE
BLACK=
AQUATIC PLANTING SIGN
NOT TO SCALE
TO BE PROVIDED AT ANY STORM PIPE OPENING
TOP OF BANK = 847+/-
"DO NOT MOW OR SPRAY" SIGNAGE
---� SPACED EVERY 200' AROUND POND
V'q
EXISTING POND BANK'
NATIVE PLUG MIX: SPENCE NURSERY
"EARLY SUCCESSIONAL WETLAND MIX" OR EQUIV.
�I
PIPE I CONCRETE
CULVERT END SECTION
COMPUTED LENGTH OF CULVERT -1 RIP RAP TO BE PLACED
PAY LENGTH END SECTION ON SIDE SLOPE WHEN
OF CULVERT LENGTH (D) CALLED FOR ON PLANS
SLOPE DETAIL
DIA
I -
1 1 /2"r 1 1 /2"r
A SECTION Y-Y
F- a -
9 12'CtoC
r I MAX.SPACING
3 0j HOOK -
Groove (or tongue) tom N BOLTS
be the same as on standard -
0
reinforced concrete pipe 6. 1
ASTM designation C76 q e C
CLASS 'A' CONCRETE CLASS 'A'
LONGITUDINAL SECTION CONCRETE I E+2T
SECTION AA=A
CONCRETE PIPE TOE ANCHOR
NORMAL POOL ELEVATION = 841.30
EXISTING POND BANK PLANTINGS
Grooved end on outlet end
tongue end on
inlet end
D
II a
DIMENSIONS OF CONCRETE
END SECTIONS FOR ROUND PIPE
CIA
T
(MIN)
A
C
D
E
K
RI
R2
APPROX.
WEIGHT
12"
2"
5"
4'-3"
6'-2"
2'-0"
1.3
10 1/8"
9"
800
15"
2 1/4"
7"
4'-0"
6'-3"
2'-6"
1.5
12 1/2"
11
1,100
18"
2 1/2"
11"
4'-1"
6'-2"
3'-0"
1.8
15 1/2"
12
1,300
21"
2 3/4"
11"
3'-6"
6'-3"
3'-6"
2.1
16 1/8"
13"
1,500
24"
3"
1'-0"
2'-8"
6'-3"
4'-0"
2.3
16 3 16"
14"
1,800
27"
3 1/4"
l'-1"
2'-5"
6'-3"
4'-6"
2.6
18 1/2"
14 1/2"
2,100
30"
3 1/2"
l'-2"
1'-10"
6'-3"
5'-0"
2.9
18 3/16"
15"
2,400
33"
3 3/4"
l'-3"
3'-6"
8'-3"
5'-6"
3.1
18 1/2"
17 1/2"
4,100
36"
1 4"
l'-5"
3'-1"
8'-3"
6'-0"
3.4
23 3/4"
20"
4,200
48"
1 5'
2'-0"
1 2'-2"
8'-2"
7'-0"
1
128 1/8"
22"
1 6,500
* TOLERANCE +/- 1"
PRECAST CONCRETE END SECTION
Early Successional Wetland Mix
Grasses and Sedges
PLS oz/acre
3
Carex frankii (Frank's Sedge)
1
Carex hystericino (Porcupine Sedge)
2
Carex granularis (Meadow Sedge)
4
Carex vulpinoidea (Fox Sedge)
1
OElymus riparius (Riverbank Wild Rye)
64
Elymus virginicus (Virginia Wild Rye)
2
Glyceria striate (Fowl Manna Grass)
2
Leersia oryzoides (Rice Cut Grass)
2
Panicum virgatum (Switchgross)
2
Scirpus atrovirens (Dark Green Bulrush)
4
par Ina pectinate (Prairie Cordgrass)
96
Total
Forbs
PLS oz/acre
0.5
Alisma subcordatum (Water Plantain)
2
Asclepias incarnate (Swamp Milkweed)
2
Boltonia latisquama (False Aster)
1
Eupatorium perfoliatum (Boneset)
2
Eutrochium maculatum (Spotted Joe-Pye Weed)
2.5
Helenium autumnale (Autumn Sneezeweed)
0.5
Lycopus americanus (Water Horehound)
1
Mimulus ringens (Monkeyflower)
1
Oligoneuron riddellii (Riddell's Goldenrod)
1
Penstemon digitalis (Foxglove Penstemon)
2
Senna hebecorpo (Wild Senna)
3
Silphium perfoliatum (Cupplant)
1
Solidago gigantea (Late Goldenrod)
1
Symphyotrichum firmum (Shining Aster)
0.5
Symphyotrichum lanceolatum (Panicled Aster)
1
Verbena hastata (Blue Vervain)
2
Vernonia fasciculata (Smooth Ironweed)
24
Total
WETLAND MIX -
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F,R
No.
PE19800489
-o = STATE of
/��FS,D 10,
//S/O/// / I NA
DATE: 11/06/20
SHEET
C802
OF
19