HomeMy WebLinkAbout04110035.345'
PROPOSED EDGE
OF PAVEMENT
EXISTING GRADE -\ -
�O
20' X 60"
NOTE: II,/ SAFETY BOX
THE CONTRACTOR SHALL BE AWARE
THAT IF THE TOP OF THE TRENCH IS
WITHIN 5 FEET (5) OF THE PROPOSED
FUTURE BACK OF CURB THAT GRANULAR
BACKFILL SHALL BE PLACED IN THE „
EXCAVATION AND COMPACTED PER INDOT 1-60
SPECIFICATIONS FOR SUCH AREAS. THIS
DISTANCE WILL BE CHECKED AT RANDOM
INTERVALS DURING THE CONSTRUCTION.
6
GV
TRENCH DETAIL WITH SAFETY BOX
SA-34 NO SCALE
30"x30" OPENING FOR
"BILCO" ACCESS DOOR
NORMALLY OPEN GATE V
0
I
GROUND
M.J. BELL
WALL
W Q
BRICK _
PIER
LADDER
3'-9 1/2"
METER
,3" METER
TER- N
MIN. 8" DIAMETERS STRAIGHT PIPE
I I
I
r NORMALLY OPEN GATE VALVE I
9, -5„ -
8" BLOCK OR POURED CONC. WALLS
PLAN
"BILCO" ACCESS DOOR METER PIT, PIPING,
& FRAME TYPE J -2/ VALVES & FITTINGS
FURNISHED & INSTALLED
WA -3 �----
NO SCALE
BY CUSTOMER.
METER OPLY FURNISHED
LADDER Z & SET BY THE INDPLS.
WATER CO.
M.J. SLEEVE
I -- DRAIN
SECTION
METER PIT DETAIL
WALL SLEEVE
CAST IRON CAP
INSTALLED FLUSH WITH
FINISHED GRADE IN
PAVEMENT AREAS
18'x18'x6" CONC. PAD
BACKFILL WITH
COMPACTED GRANULAR
MATERIAL UNDER
PAVEMENT AREAS
SAIA NO SCALE
•
PVC CAP
INSTALLED FLUSH WITH
FINISHED GRADE IN
UNPAVED AREAS
�- BACKFILL WITH
SELECT EXCAVATED
MATERIAL FOR
UNPAVED AREAS
FINISH GRADE
REPLACE EXCAVATED MATERIAL
t?Y <,.' BEDDING MATERIAL TO BE COMPACTED #8 CRUSHED STONE
D are % ±cx r,
4
1z
24• NOTE: FOR ROCK OR OTHER INCOMPRESSIBLE
MATERIALS, THE TRENCH SHOULD BE OVER
EXCAVATED A MINIMUM OF 6" AND REFILLED
W /#8 CRUSHED STONE. ALL FILL IS TO MEET
CLAY TWP. REGIONAL WASTE DISTRICT STANDARD.
FLEXIBLE PIPE BEDDING DETAIL
(SA-18A NO SCALE
EJIW
NEENAH
TYPE
EXTENSION SAME
A
B
1022 -1 HD
SIZE AS SEWER
MANHOLE
GRADED AREAS
UP TO 6" DIAMETER
45• ELBOW
1022 -3 HD
R- 1772 -C
PLUG & SEAL FOR
TRAFFIC AREAS
24"
24"
FUTURE CONNECTION
45' WYE
OR CONTINUATION
LOW POINTS
OF MAIN.
24"
7495 -LH -RH
R- 3501 -TL -TR
ROLL CURB
-
III
SEWER
CLEANOUT
FINISH GRADE
REPLACE EXCAVATED MATERIAL
t?Y <,.' BEDDING MATERIAL TO BE COMPACTED #8 CRUSHED STONE
D are % ±cx r,
4
1z
24• NOTE: FOR ROCK OR OTHER INCOMPRESSIBLE
MATERIALS, THE TRENCH SHOULD BE OVER
EXCAVATED A MINIMUM OF 6" AND REFILLED
W /#8 CRUSHED STONE. ALL FILL IS TO MEET
CLAY TWP. REGIONAL WASTE DISTRICT STANDARD.
FLEXIBLE PIPE BEDDING DETAIL
(SA-18A NO SCALE
EJIW
NEENAH
TYPE
USE
A
B
1022 -1 HD
R- 1772 -A
MANHOLE
GRADED AREAS
24"
24"
1022 -3 HD
R- 1772 -C
MANHOLE
TRAFFIC AREAS
24"
24"
7490 -M1
R- 3501 -N
ROLL CURB
LOW POINTS
24"
24"
7495 -LH -RH
R- 3501 -TL -TR
ROLL CURB
IFLOW LEFT OR RIGHT
25"
27"
6489
R -4342
DITCH GRATE
SWALES
ST -5
R- 3287 - 1 OV
712
ST -5
R- 3287 -10V
713
ST -3A
C onerete End Section
r-- -__j r, �r------ - - - - -�
I
w X
SSD CONNECTION
( 3' MIN.)
I � ` PRECAST CONIC -BOX
PRECAST OR -- I
MONOLITHIC GROUT
BOTTOM BENCH
** MAXIMUM PIPE SIZE = 15" RCP OR 18" CMP / PVC **
SHALLOW INLET DETAIL
ST -5
NO SCALE
FINISH GRADE �NEENAH R -4342
RE = ELEV.
,!F == r ---
/ \\� i 24" RCP
2.5' MIN OR ', // /� /�/ /CON /' COLLAI
DEPTH) _ _ _'� �- -
1
I 1 I
1'' SSD 12" MAX. PIPE
a
\ r.
STONE BASE
N °TES:
1. NOT TO BE USED IN PAVED AREAS.
2. MAY REWIRE CONCRETE BASE & POURED BOTTOM.
3. RE = RIM OF CASTING ELEVATION
YARD R CNL ET
ST-7A
NO SCALE
Structure
(Number)
Type
(Detail)
Casting
(Neenah or Equal)
701
ST -3A
Concrete End Section
702
ST -5
R- 3287 -SB10
703
ST-5
R- 3287 -SB 10
704
ST -5
R- 3287 -10V
705
ST -5
R-- 3287 - -1OV
706
ST -3A
Concrete End Section
707
ST -7A
R -4342
708
S1 -5
R- 3287 -SB 10
709
ST -5
R- 3287 -SB10
710
ST -3A
Concrete End Section
711
ST -5
R- 3287 - 1 OV
712
ST -5
R- 3287 -10V
713
ST -3A
C onerete End Section
714
ST -7A
R -4342
715
ST -5
R- 3287 -SB 10
716
ST - -5
R- 3287 -SB 10
717
ST -3A
Concrete End Section
718
ST -7A
R -4342
719
ST -5
R- 3287 -1OV
720
ST -5
R- 3287 -1OV
721
ST -7A
R -4342
722
ST -3A
Concrete End Section
723
ST -7A
R -4342
724
ST -5
R- 3287 -SB10
725
ST -5
R- 3287 -SB 10
726
ST -3A
Concrete End Section
727
ST -7A
R -4342
728
ST -5
R- 3287 -SB10
729
ST -5
R- 3287 -SB 10
730
ST -3A
Concrete End Section
731
ST -5
R- 3287 -1OV
732
ST -5
R- 3287 - 1 OV
733
ST -3A
Concrete End Section
734
ST -3A
Concrete End Section
735
ST -5
R-- 3287 -SB 10
736
ST -5
R- 3287 -SB 10
737
ST -5
R- 3287 -SB10
738
ST -5
R- 3287 -SB 10
739
S1-7A
R -4342
740
ST -7A
R -4342
741
ST -3A
Concrete End Section
742
ST-3A
Concrete End Section
743
S1 -3A
Concrete End Section
NOTES:
1. SEE STORM SEWER PLAN & PROFILES SHEETS TO CONFIRM PIPE LENGTHS AND STRUCTURE INFORMATION
PRIOR TO FABRICATION.
1 NO SCALE
1 STORM STRUCTURE DATA TABLE
IST-7
Fs i
F
16
PLAN VIEW
Grooved end an outlet end
Tongue and on Inlet and
D +!
r. A n -c1 !
CAM I I o
A
9' <
b
Grooved (or tongue) to be the '
same as on Standard Reinforced
Concrete Pipe ASTM Designation
C 76 sass •A• Concrete
6
LA
LONGITUDINAL SECTION
iX&'11;P0111 L0 ThTa oul 11C`10'_:; Z w Be TB SA;e UmE 4V
S1 &EAt. N r8 S-1,0N ED FOR Rt9.1W,' U UC*s E I"E, ASIM
"iaM001 C 76 ✓=s.A.h 3 (sr xlt ai alt tine Slm,dmE Spur)
:. RuNFCfiiv;:r.4'r s. iFL C r aiLaH SHALL EE TiE SAWC AS
fCR K%fcrilln C!.^dt,F' �_G:, ASAI BUXUA1474 e 75, C1iJi I FGR TtE
s?E rk �rr£QTlks
3 R2;Nft'kf2ousl P4 T4iE $" POR'kBI 9IAil' IIAVr A
. XA EQUAL. TO THAT OF 0% LAYir. OF Sul. rl ill DiE 'C' SECTt't4.
4. 2i 1111E C14:fYciE EMT
SCT:tYd a0 TIig TK P CVi ugES Ns. FIUUL Tru'. JOINT SHALL DE
C(Am"iLY FULC NiH WATAR.
5. di kt CR kI FILL 4Ck'E,ukiGE 10 ?n£. StOt Pr Ti. END=, ION
W A'H,u 14 FiEASitG TkINSIVai APr_4=ATELY 11-T IN LkX iii.
44 Zfpt .rfi' HE TFK„SnE55 If ?ti CCd.�'4TE; r E
P=0i CG STTVs k) 'af, J'iTi".•dllk NEAMEiM OF TIT M S +ILL
MsiriW 91-11 1itE V`WkilOHS IS Ot?F SONS AS W_W1LYO IN T'rtE
SP0>V',A,' 45 FOR .12b Cn^. 8 COI(DVE ClUtY RF, S:ORQ GRAIN,
7. 4is_� 'sires ,'D C iY O;P M. *r- :Ti Ck T :Zkt CC60T F'AE
tar' Lf'�'T, A ° FPL Si, SECTICiN ' CWAkiai TO THAT AS Sk M
T
r _
T., 70111
lip
CJ �I t
'N�NQI
1 '
I }
Y _F
17. 6.t
PLAN VIEW
Grooved end on outlet end
Tongue end an Wet and
D
C B =(D -CI
0
9'� <
3• b
-Grooved (or tongue) to be the '
same ae on Standard Reinforced
Concrete Plpe ASTM Designation N
C 76 I� Class "A' Concrete
LA
LONGITUDINAL SECTION
*1 ' , CONCRETE
V C END S60110N
-' =PIPE - -T
CULVERT i x
Computed length of advert ROW to be placed
Pay length of culvert End Section an aide dope when
Length D called for on plane.
SLOPE DETAIL
Di star
t
H )
1 1/Y R - --�` 1 1/Y R
SECTION Y - Y
12•CtoC
Max. Spacing
C
Class "A" Concrete
1. coNCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND SECTION A - A
STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, ASTM
DESIGNATION C 76 CLASS 11. 1 as eel out In the Standard Spate)
2 REINFORCEMENT IN THE 'C' PORTION SHALL BE THE SAME AS SPECIFIED
FOR REINFORCED CONCRETE, ASTM DESIGNATION C 76, CLASS I FOR THE
SIZE OF CONNECTING PIPE.
I REINFORCEMENT IN THE 'B' PORTION SHALL HAVE A CROSS - SECTIONAL
AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE 'C SECTION.
4. THE END OF PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END
SECTION SO THAT THE FLOW LINES ARE FLUSH. THE ANT SHALL BE
COMPLETELY FLIED NTH MORTAR.
5. IN &I OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION
W A SMOOTH. PLEASING TRANSTICN ADPRDAWATELY 10' -O' IN LENGTH.
6. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE
POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL
CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE
SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT: STORM DRAIN,
AND SEWER PIPE, ASHY DESIGNATION C 76.
7. MERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE
IS USED. A ' PIPE END SECTION ' COMPARABLE TO THAT AS SHOWN
Bolts (See Sheet ME -t )
DIA
T (min.)
I A x
C x I
D x
E x
K
RI
R2
PPrat
tY
Y
51
4' -r I
G -Y I
r-D•
1.3
101/8•
9'
800
151
2 1/4' 1
1 7'
4' -0.
6• -r
r-6•
1.5 112
1/Y
11•
1100
16•
1 21/2•
I 11•
4 -1'
l; -Y
S -0•
1.8
151/2•
if
13M
21'1
2 3/4•
1 11•
S -8'
6' -r
Y -8•
21
161
1r
1500
24'
1 r
1' -0'
r -8'
6' -r
4'-C
23
16 311C
u•
1800
27
3 114•
V -1'
2!-5'
6' -r
4' -8•
26
18 9/10"
141 Y
2100
30•
31/2•
1' -Y
1' -10.
6' -r
5-0'
29
181/Y
15•
2400
3r
3 3/4
1' -r
s -6•
8' -S'
I 5-6•
3.1
23 31,1.
17 Ilt
4100
3e
4
1' -5'
Y -1"
r -r
I 6'-0•
3.4
124 5111r
20r
4200
N CL
nQcn
I
nQ��
E00III
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M
x Tolerance
t 1'
FOR METAL OR CONCRETE SHALL BE FURNISHED AND SHALL BE AS
APPROVED BY THE PRD,EQT ENGWNEER PRECAST CONCRETE END SECTION
a END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH
FOR ' PIPE END SECTION ' COMPLETE IN PLACE AND ACCEPTED. ST -3A
9. CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE NO SCALE
PIPE SECTIONS THE COST THEREOF SHALL BE INCLUDED IN THE
CONTRACT UNIT PRICE PER EACH FOR ' PIPE END SECTIONS. '
4.
CONCRETE
f0_0 °.I c END SECTION
_PIPE
CULVERT x
_. Y i7 -
Computed length of alwrt - -� Riprap to be placed
Pay length of alvert�End Section an We dope when
I Length D called for an plans.
SLOPE DETAIL
Deter
It It
IS 1 � tt
I
1 1/2' R J
SECTION Y - Y
tYCtoC
Max• Spadng
J J L
Hook
b
1
fV
Bolts (See Sheet ME -1 )
Class 'A' Concrete - E + 2 T _N
SEC11ON A - A
t,
DIA
T (min.)
A x
C x
D x
E x
K
R1
R2
Approx.
Weight
tY
Y
5'
4 -r
G -r
r-o'
13
101/8'
s•
800
15•
2 1/4' 1
Y
4' -0.
6' -r
r-8'
1.5
12 t/Y
n•
1100
t6'
21/2•
11'
4' -1"
e' -Y
r-o'
1.8
151/r
If
1300
21'
2 3/4'
If
S -6'
C -r
3'-6'
21
16 1/8•
13'
15W
24
r
1'-0'
Y -6'
C -3"
4'-U
23
163/16'
14"
1800
27*
3 t /4'
1' -1•
Y -5
6' -r
4-6'
26
18 9116.
14 1/r
2100
30'
31/2
1' -Y
t' -10'
6' -r
5'-0'
29
1811Y
15'
2400
3r
3 314'
1' -r
3' -8'
8 -r
5'-8'
3.1
23 3/4'
17 11Y
4100
36'
Ir
1' -5'
3 -1'
8' -r
6--el
14
245/1
20'
4200
N CL
nQcn
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x Tolerance t f
tCfi Mc rnl. ettt Ci.+.eT``li 21ALL (:e rTI7hs&b AND Stou SF AS
W1IJhD B'f THE PRO.L:CT t]RLN"F,73T.
iL :Al) 1T ": RLL `$ FIAD FGi At TF£ CWIRAff'
MD Ot4T rnr� . PRECAST CONCRETE END SECTION
{"OV1 "PSI'£ �8L' SECTAT9 ' CD1dP4L'TE W Pil,f.E Ni0 R(xk'rIED.
�. CCn'Ckt , IV, TCA A`tC i. ST;AL. E!f RFfiiFFD CN ALL. Cc;4 fTE ST -3A
iIK :Ei:T:U`4S TnE X51 %FR -EOF SHtI! BE IS•L= in TPE
=';\ ACT I94!T K-4 Vass FOR FwE 6a %=Uis' NO SCALE
NOTE: INSPECT ALL SEWERS AS TO ELEVATION,
GRADIENT, ALIGNMENT & JOINT BY INSPECTING
ENGINEER PRIOR TO BACKFILL OVER PIPE
AREAS NOT SUBJECT TO VEHICULAR TRAFFIC MAY BE BACKFILLED WITH CLEAN FILL
MATERIAL, FREE OF ANY ROCKS LARGER THAN 6" FROZEN SOIL, WOOD OR OTHER
EXTRANEOUS MATERIALS.--,
4' MIN.
(BELOW THE BARREL
AREAS SUBJECT TO
VEHICULAR TRAFFIC
BACKFILL WITH CLEAN
GRANULAR MATERIAL
PER REQUIREMENT OF
INDIANA DEPARTMENT
OF HIGHWAYS
(MECHANICAL COMPACTION
TO 95% PROCTOR DENSITY)
1/20.0.
.3' MIN.
SBELOW THE BELL)
X.-CLEAN LOW VOID SAND
OR OTHER NON - COMPRESSIBLE
FINE LOW VOID MATERIAL
APPROVED BY CITY ENGINEER
"B" BORROW
RIGID PIPE BEDDING DETAIL (STORM)
ST-3Z NO SCALE CONCRETE PIPE AND CMP
SEE STORM SEWER NETWORK TABLE FOR CASTING
GRADE -�
$ y' 24"
-- - 1n
La
�! a >
PRECAST CONC. -T f
eox _
24 ;' 6 •' - -
... »�
�I NOTE:
1. In accordance with Indiana State
Highway Specifications
2. Minimum Concrete Compressive
Strength 4000 P.S.I.
3. Precast adjusting sections available.
PRECAST TYPE YX INLET
ST -83 NO SCALE
j
N
0
I
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w W
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F_- W
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F- w6a.inN
v5 °zzzzz< En
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af Z - *
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a _ LL_ o-
D_ V) i
0
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I
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r ^ M t,7
a a
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p Z
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n�
Q
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PE 19900IMP s
'5- -& -03
Drawn By
MAW
a,e�tea � PED
s�Dle:
o Scab: 1• _ �,
sheet
C509
Date
05-08-03
Project Number
990433 -20600