HomeMy WebLinkAbout046-90 Carmel Science & Tech Park StandardDIMENSIONS OF GALVANIZED STEEL END SECTIONS FOR ROUND PIPE
IN
IES
DIMENSIONS
IN INCHES
APPROX.
SLOPE
BODY
L 1 1/2
W2
12
21
24
2 1/2
1 PC.'
15
26
30
2 1/2
1 PC.
3
31
36
2 1/2
1 pc.
I
36
42
2 1/2
1 PC.
I
41
48
2 1/2
1 PC.
30
51
60
2 1/2
1 PC.
36
60
72
2 1/2
2 PC.
r
69
84
2 1/2
2 PC.
1
78
90
2 1/4
2 pc.
i
84
102
2
2 pc.
60
87
114
1 3/4
3 pc.
66
87
120
1 1/2
3 PC.
I
87
126
1 1/3
3 pc,
I
87
132
1 1/4
3 PC.
I
87
138
1 1 1/16
3 PC.
PIPE
DIA. IN
INCHES
GAGE
DIMENSIONS IN INCHES
'A' 1
W(MAX.)
'H' 1
12
16
6
6
6
15
16
7
8
6
18
16
8
10
6
21
16
9
12
6
24
16
10
13
6
30
14
12
16
8
36
14
14
19
9
42
12
16
22
11
48
12
18
27
12
54
12
18
30
12
60
12
18
33
12
66
12
18
36
12
72
12
18
39
12
78
12
18
42
12
84
12
1 18
45
12
STD. PIPE SIZE do CONN. USAGE
GALVANIZED STEEL PIPE
Type Conn.
Round
#1
12" Thru 24'
#2
30' Thru 36"
#3
42" Thru 84"
R- 3405
Pipe - Arch
18"x11" Thru 58"x36"
#2
#3
65"x40' Thru 85"x54"
STANDARD CONNECTIONS : Type # 1 Shall Be Connector Lug With threaded Rod.
Type # 2 Shall Be Threaded Rod With Rod Holder.
Type # 3 Shall Be Riveted Or Bolted Connection
NOTE :Standard Dimensions For Galvanized Steel End Sections For Pipe -Arch
May Be Found On Misc. Standards Sheet E , Dated July,1972, The Indiana
State Highway Standard Specifcations.
Diam.
Or
Finish Grade Lock Seam Or Rivetd Span
Backfill To Stub Shall Be Used With ��
Outlet Elevation Std. Steel End Section
With Rip -Rap Bolts Or Rivets
a s 0 0 L
1" Rod. Bolt Or Weld To Slope J
Toe Plate Q1 t
8"10 Ga. Metal (ISHA Soec.)
A W A
Typical Elevation
Typical Cross Section Typical Plan
Pipe Or Pipe—Arch With #3
Conn. To Lock Seam Or
Riveted Stub
STANDARD STEEL END SECTION DETAIL
Scale : None
R - 34'05
— — — 10"
INLET CASTING
O
CONCRETE
COLLAR o 10"
C51
PVMT.
SEE PROFILE FOR
CASTING TYPE(S)
STREET INLET CASTING
SETTING DETAIL
NO SCALE
EXISTING GRADE
1
�I
UNDERCUT SWALE BY 0.2' TO PROPOSED GRADE
ALLOW FOR FUTURE SILTING
TYPICAL SWALE DETAIL
NO SCALE
CASTING
A 1 8
R -1772—A
25" .0
FRAME AND COVER AS SPECIFIED
R -3501—N
24" 124"
R-4342
24" Z
R- 3405
-
r� 1/2" CEMENT
1 L1 r
N
164" PERFORATED PVC FOR I
B°n SSD CONNECTION (3' MIN.)---
�8" CONIC. BRICK
OR PRECAST CONIC.
CONC. PAD —�
----------
SHALLOW INLET DETAIL
NO SCALE
21 1/4
2 1/2" 23"
1 1 /4" L 20" J
23" 23"
33" 33"
SECTIONS
Tnn ITC PE A f'TILIP IT n 5 P•D AMC
DITCH GRATE CASTING SETTING DETAIL
NO SCALE
VARIES
SLOPE 1/4- PER FOOT
<.(a ASPHALT
Z , PVMT.
o�
12" 6" 0
COMBINED WALK & CURB DETAIL
NO SCAU
FACING STREET
4 I/21 PUMPER NOZZLE? 2- 2 1/211 HOSE NOZ ZLES
HYDRANT TO HAVE BREAK SECTION
OR REMOVABLE BARREL
WORD WATER ON COVER -37
' Y
31-011 4'- 011
W
Cr
C. 1. VALVE BOX
I
2
611 G.V, TURN LEFT a
TO OPEN o
Ud
0
UNDISTURBED
V.°EARTH
LENGTH VARIES THRUST BLOCK
MAIN NO BENDS PREFERRED
IF REQ'D. USE 1/8 BEND (00 NOT BLOCK
I DRAIN HOLE)
WASHED GRAVEL AT WEEP HOLE
FIRE HYDRANT DETAIL
v
L— 1" #11 HAC SURFACE
#9 HAC BINDER
PREPARED SUBGRADE COMPACTED TO 8" COMP
93: STANDARD PROCTOR ACTED #53 STONE BASE
(MAX. 3" COMPACTED LIFTS)
ON-SITE PAVEMENT CROSS SECTION
NO SCALE ---
BY:
REVISIONS
FRAME AND COVER AS SPECIFIED
DATE
TYPICAL VALLEY GUTTER
EARTH BACKFILL 4 1/2"
�� LOWPOINT
n
o „— I N
n - �
to
Go ID .MAY BE POURED
MONOLITHIC WITH
STREET FOR
CONCRETE STREET.
3 24"
TYPICAL CURB DETAIL WITH VALLEY GUTTER
NO SCALE
TYPICAL ROLL CURB DETAIL
WITH REVERSED SLOPE GUTTER
NO SCALE
L
L -1" #11 H.A.C. SURFACE
5" #9 H.A.C. BINDER
93� MODIFIEDFIED PROCTOR
PREPARED SUBGCOMPACTED TO 4" #53 COMPACTED STONE BASE
5" #2 COMPACTED STONE SUBBASE
PVMT. CROSS SECTION IN R/W
NO SCALE
PAUL I. C
PIPE, INC.
7172 GRi��',;M ROAD
INDIANAPOLIS, INDIANA 46250
• LAND SURVEYING
• ARCHITECTURE
022ND STREET)
TYPICAL LANDSCAPE MOUND
t'Y %yp,rn/ SCC/rani
NO SCALE
6"
�jo c Oyr Ab k
ApW1 fbler75enl —
'. ri
�� �79rr'9a� Bo+e
HANDICAP RAMP DETAIL
NO s,e ce
LR -3501-N Inlet for Roll Type Curb
Heavy Duty Total Weight 400 Pounds
231 — --�
Lf 2l2 --•1
�r —27i `•I I LL
�i f 224
3
�1
Not recommended for bicycle traffic. For safety standards
see pages 88 to 93.
R-4342 Ditch Grate, Stool TyP.
KU4,u Daly Tool w•.gho 205 ro.,nd1 Y
_-V ao
NEENAH n�tT`
►uw.w.I cw.".a.nv
R-1772 Series -
Manhole Frames, Solid Lids
Navy Duty
Sp 0y;
I. mach.ned or mom rock,ny beanny I ' ='� �` _ �,-•`�';,
C•roluy No. f
S —J.rdWIL
nAocn,n.d •7.2+•
o.1yn Horilanrd 4N"• _
n.a of D w. y I :i c5i ;•4: Fr1 .� Ia
61772 — 22 150•
141171-A 81773 -/YM 25 1.5
41777-� 4177] -AVN 251'. 315
I.177]{ 4177]Cvlr 24N 155 11464I,� •«„�
• r„rn,wl.d -N p4or.n ,..L ..n+ar w I IGe I. Vaw.l Mr+we 1w4.w
NEENAH � +
row.a.•. cow.w.nv
R-3404-5 Gutter Inlet Frames and Grates
Nwry o,n,,
+
WIL
s C
Tl 7oM.71 M, Iv 1N•.7a16 )71,.77 14 )014. 16 'L•
■J4os ])K.13% ly, 12.11 �* 5 74 •h4 715
'• 14.1-A 171•.1rA 7 ]),Il N►']4\ )7 k.Jl► • 714.116 1 1i1
� 14of • ,, IL•f4A ))141114 •16 7y.)L 15) 4n11.
L9•7) 7 ll.7l 1414.74,1 )716.A •% 714.]14 1',M 440•. �:
-14m4 4. 11 349'A 4K.p1 1.41• Il.n•• an
•Alw •.4h41. -ill IrP• l •..,., S- •]>•t 1.
155
SANITARY SEWER
WATER PAIN
PLAN
Z
1 10' MYN. 10' VIN.
0
I
2' WATER MAIN
t
0
�S,2EER o z
S
MECH. JOINT
--dt
C.I. OR CLASS 2 0.1. PIPE "
CONIC. COLLAR k COUPUNCS
FLEXIBLE COUPUNG OR ADAPTON USED WEN LESS THAN
18" OR IN CASES WHERE
•
ELEVATION WAITER IS BELOW SAN. SEWER
'
MIN. CROSSOVER AND SEPARATION REQUIREMENTS
FOR
WATER MAINS AND SANfTARY SEWERS
III
SHEET:
9
OF 16
FRAME AND COVER AS SPECIFIED
NEENAH R-1642,OR EQUAL
-
STAMPED "SANITARY" k SELF -
SURFACE
-
SEALING COVER
-
'KENT SEAL" TO BE PLACED
_
BETWEEN MANHOLE, RISERS
FINISH GRADE TO DRAIN
ONE
BASE
REPLACE EXCAVATED MATERIAL
AND CASTING.
AWAY FROM CASTING
ODE
PRECAST CONCRETE ADJUSTER
_
—I I
COMPACTED #8 STONE
RINGS (MAX 12")
L I I
1
MANHOLE STEPS O 16" O.C.
(NEENAH R-1981-1 OR EQUAL)
ECCENTRIC CONE SECTION
_ I
8 I Z
_
BEDDING MATERIAL TO BE COMPACTED #8 STONE
O-RING GASKET
4
4 i
-- -
BETWEEN ALL RISER
8
_
o I I o
0-
3
Y4• NOTE FOR ROCK OR OTHER INCOMPRESSIBLE
AND CONE SECTIONS
#8 AGGREGATE
8 0
- N
CH
uAT17tIALS, THE TRENCH SHOULD BE OVIER
FLOW CHANNELS THROUGH
_
8
EXCAVATED A MINIMUM OF 6' AND REFILLED
MANHOLES SHALL BE U -SHAPED
W//9 STONE. ALL FILL IS TO MEET CLAY TVP.
W/BENCHWALLS EXTENDING TO
REGINAL WASTE DISTRICT STANDARD.
CROWN OF PIPES.
SANITARY SEWER PIPE BEDDING
PRECAST CONCRETE SECTION!
GROUT BENCH
MIN. 1/2" PER
MANUFACTURED GASKET OR
(FOR
FLEXIBLE PIPE, INCLUDING LATERALS)
FOOT SLOPE
BOOT AROUND PIPES
4" 0 SLC17ED PLASTIC E
_
NO SCALE
MIN. C.A GRADE TO It
1-4-
(CLAY REGIONAL WASTE DISTRICT)
LATERALS ENTERING MANHOLE
4"
4"
SHALL BE PLACED AT
BENCH LEVEL 3" MIN.
1 8" CONC. BASE
UNDERDRAIN
CROSS
SECTION
-
NO SCALE
5"
4'-0"
DIA
12" OF #8 STONE BEDDING
STANDARD
MANHOLE
FOR SANITARY SEWERS AS ILLUSTRATED
M 1 v 1 r C%'r M ,M n 1 K 1 /- M r LL^ I A B I A l r•% 1. I r%
No SCALE
SHEET:
9
OF 16