HomeMy WebLinkAboutSD-477-9SET CASTINC IN GROUT
AND GROUT ALL
24" DIAMETER MH FRAME AND GRATE
AROUND TO 4" ABOVE (TO MEET LE1\,11✓GTON TOWN STANDARDS)
THE FLANGE
FINISH - ADJUST 'TO GRADE WITH COURSES
GRADE OF BRICK (SEAL. INSIDE AND OUT
-2,
WITH HYDRAULIC CEMENT)
8" (--COMBINE STANDARD PRECAST
HEIGHT SECTIONS AS NEEDED
L TO BRING MANHOLE R8,11 TO
Q
RE E UIRED ELEVATION
(3
1,31 —'r
HDPE PIPE
NON-SHRINK CROjT
48"o LeBARON "SNOUT" OIL
I. DEBRIS TRAP OR EQUAL
6 "
12 OF 414" CRUSHED STONE 7-0,
MINIMIZE UNEVEN SETTLING
.N0 QTES:
7, 48" DIAMETER CA TCHBASIN MANHOLE AS MANUFACTURED L-�7Y SHL,�A CONCRETE
PRODUCTS OR EQUAL.
CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS.
2. CONCI
3. REINFORCED STEEL CONFOR/II TO LATEST ASTM A 185 SPEC. 0.12 SQ INII-INF-AL
FT AND 0.72 SQ IN (BOTH WAYS) BASE BOTTOM.
4. FI-20 DESIGN LOADING PER AASHTO HS-20--44; ASTM 0478 SPEC FOR
PRECAST REINFORCED CONCRETE MANHOLE SECRONS.
5. BUTYL RESIN SECTION JOINT CONFORMS TO LATEST ASTM C44J 31-DEFT'
EXTERIOR DAMPPROOFING As REQUIRED.
6. PROVIDE
(NOT TO SCALE)
SEE PROFILES
BOLLARD
4' MIN.
MAIN
9
VA L VE
L--A
-AIDJUSTABLE
V VE BOX
A L
To
RE5`1L IEN T SEA TED
E VAL VE
CQ L 6 CA 7
MAIN
6" DUC771 -E
IRON PIPE
FLA T STONE OR
CONCRETE BLOCK
CONCRETE
THRUST
BLOCKING
H'(DRA N T
H YDRA N T
r
-;ROUND LEVEL
CONCRETE THRUST BLOCKING
PROVIDE 4 CUBIC FEET OF 112"
TO I" CRUSHED STONE 70 MIN.
OF 6" ABOVE DRAINHOLE3.
MECHANICL JOINT SOLID SLEEVE COUPLING
6" D. I. WATER PIPE SEGMENT EXTENSION
(CALDIALELL COUPLING)
T
NO TE5.
1. MANHOLE DESIGN 70 LATEST ASTM 0478.
RE STEEL CONFORMS 7-0 LATEST- ASTM A 785.
2, RL
3. CONCRETE COMPRESSIV -
F �) 77 eENGTH - 4,000 PSI Od 28 DA YS.
4. ONE POUR MONOLITHIC BAST
5. WHEN SPECIFIED, MANHOLES WA TERPROOF COA TED.
6. STEPS STEEL REINFORCED COPOL'lil POLYL)ROP1LENE PLASTICS
(P52--PF.--)L M.A. 11\1DUSTRIES, CONFORMS` TO LATE-5-7- A3TivI 0478 PARA-12,
7, BITUMASPC BUTYL RUBBER FOR JOINTS CONFORM TO L A TES 7- A S 77Y 044-3 AND
FED SS-S-207A SPEC.
211" DIAMETER
M. FRAM` &- COVER
-ON TOWN 5,TANDARDS)
(7-0 /dEf T [LAING 7
ADJUST CRADE WITH
-
'
S OF BRICK (2
M11N.)
I -)VIL)L IIIIU101 2' COUP, SE
CONE, A V,417 ABLE
CONCRETE I- , 15R�2 -6'\
8
2'-0" hEIGHT3,
2, -6a> J,v
ELDED ?W /RE FABRIC
31TUA-S'77C JOINT
J, OR 4' I_: I-/. STEPS M
lax\ ,
)T
j—, j
1111UL TIPLES
. 1�
OF 2, 2' -6 .
3, OR
4'
— I VARIE-1
? ' 1. ' I
2, 2'1 6"
3, o 4'
4 8' 15 BITUIIIIA577C JOINT
......
(NOT -TO SCALE)
CENTER OF CDS 5i-RUCTURE,
FIBERGLASS I—SCREEN AND SUMP OPENING
SEPARATION CYLINDER
AND INLET
�V x Z -
MAX.
Y//�
TOP -r)LAB ACCESS
(S-EE FRAME AND
COVER DETAIL)
L M
PVC HYDRAULIC 4 D. 8' iANHOL'
SHEAR PL A TE S TR U C TL IFT E:
MAX.
PLAN VIEW 88
N. T. S.
CONTRACTOR TO GROUT TO
FINISHED GRADE
GRADE R DS- X
1NCS/R1SEf\
FIBERGLASS
SEPARATION CYLINDER
AND INLET
INLET PIPE
(MUL TIPLE INLET- PIPES
MA Y BE
A CCOMMODA TED)
OR 3'- 0 MIN,
(NOT TO SCALE)
L OA Iv/ & SEED
OIL BA FFLE
"M
qtp
PA VED
SEPARA TION
SCREEN
PVC HKP, RA UL I C
t-P-
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Ed
.................
.....................
)AND SPECS.
LA-j
L--,j
W
Ljj
Lj
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(1)
:[
(J)
COMMON FILL
-1-
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—
COMPACTED
---
---
EXCA VA TION.
p
AS SPEC'.
-C.
v,
PROVIDE SHEETING
t 4
AND SHORING AS
11
6 "MIN
REQUIRED.
CIO
Z
r-q
41
C3
(I
Q)
Qi
MHD M2. 0 1. 1
..—CRUSHED
STONE
HDPE
c
_Q
4-
(f)
SPEC. TO MIDPOINT
DRA INA GE
(I
OF DRAIN PIPE
PIPE
C5
EARTH Rocl-d
C3
o
WID Th'= D 2-- 0
v)
OR 3'- 0 MIN,
(NOT TO SCALE)
SOL-IDS STORAGE 11
SUMIP F-1 ):-1✓A T//")A/ A /i
T
OIL BA FFLE
If
SKN IR T
SEPARA TION
SCREEN
PVC HKP, RA UL I C
t-P-
SHEAR PL A TE
F--
SOL-IDS STORAGE 11
SUMIP F-1 ):-1✓A T//")A/ A /i
OUTLET PIPE
P'
L T ?
MA NEN T
POOL ELEV.
NO TEFS
1. ✓NHOLE DESIGN TO LATEST A-'.,R1I C478.
2. R.EINFORCING STEEL CON`1`00113 TO LATEST AS7I11 A 185.
F
J. CpNCRETE- COnv/PRES,3111E STRENGTH - 4, 000 PS1 @ 28 DAYS.
4. OWE VE POUR MONOLITHIC BASE.
5 V -IEN SPECIFIED, MAN/ -IDLES WA TERPROOF COA TED.
6. S11TEPS - STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTICS
(NS2-Ptc-,SL M.A. 1AIDUSTRIESS, IN C. ) CONFORM-3 TO LATEST A 5'T111f C zi 78 PA RA - 12.
7. 80-1-IMAS7IC BU7-'tlL RUB-BER FOR JO/AITS CONFOR/11i TO LATEST ASTM 0443 AND FED SS-S-201A SPEC.
& K FLEXIBLE- PIPE' CONNECTORS FROillif 3,5'l TO 21.25" O.D. A5-T1lx1 1,(:,"23 A767.
GRATE TO BE PROVIDED
21,750 BY NEENAH FOUNDRY MODEL
FIM GRADE R2540, OR APPROVED EQUAL.
A VAIL ABLE
;1\ DI" / - IN CONCRET-7 CONE
I2'- 0 " HEIGHT:
t
2'-
-WEIDED WIRE FABRIC
V BITUMASTIC JOINT
215.33
5 NDPE
Et1IET OVERFLOW
-90, -ELBOW
214.80 (7-0 OUTFALL)
4
A F-1 I Fjl-
L
AI In 4L
BITUMASTIC JOINT
SECURE PVC ELBOW
= --:-:: - 3 214.30
TO DMH WALL r I
WITH STEEL STRAPS
--I ! 1-5"
a
(NOT TO SCALE) 4' LOAM & SEED -
LIMIT- OF Tf?ENCH
EX,CA VA 770N. PRO VIDE
SHEE7ING AND
SHORING AS REQUIRED.
U' RED
UTILITY PIPE
PAVED ED PAVED
# #
GO
i'VIVION ILL
----
COMPA C TED
i D Dy
MIN. MIN.
WIDTH= D + 2' -0"
OR -1'-0" MIN.
NO TES:
I
-
MANIIOLE DESIGN TO LATEST ASTA✓I 0478,
(NOT TO SCALE)
-ORCING STEEL CONFORMS TO LATEST ASTIVI A 18-5.
2� REINI:
3. CO,\JC RE7 L
C9
1YPRE SS1 VE ST 'E
NG I
4, 000 PSI @ 28 DAYS.
4. ONE POUR 1O JOLT TT1BASE:
5. MVEN SPECIFIED, 1111ANHOLES VIA TERPROOF COA T-Ea
6. STEPS - STEEL REINFORCED COPOL'a✓lER POLYPROPYLENE PLASTICS
(P,S9--PF - M.A. INDUSTRIES, INC.) CONFORMS TO LATEST ASTM 0478 PARA, I
2
7. B/7UI11AS-r1C BUTYL RUBBER FOR JOINTS CONFORM TO LATEST ASTM C443 AND FED SS-S-201A SPEC.
6 KOR-N-SE-AL FLEXIBLE PIPE C ON` C
ORS FRkoIv/ 3.5" TO 27.25" O.D. AST&I 092.3 A167.
-FRAM `RA T
E G E TO BE PROVIDED
7 0 / BY NEENAH FOUNDRY MODEL
272-1,
R-2-540, OR APPROVED EQUAL.
FIN R. GADE 219 7n
ell CONCRETE CONES AVAILABLE
DIA,
KN x
IN 2' 0"HEIGITS`
2'-- 6
V,
.,\.\ ,,WFLDED WIRE FABRIC
JOINT
6" HD PE T --5'
LP fiERG`NCY` OVE R FLOW ELBOW Y90'
214.50 (TO OU7FAL 3.3
-7
VA/?1ESj
Q"I l') - BITUIVASTIC JOINT
S• 212.60
t-`URE PVC ELBOW-
7-0 DMH WALL I LZ
WITH STEEL STRAPS 48.
.---5-
(6" &MV.)
(NOT TO SCALE)
A CLASS CONC[ -L -7 E 4 L IDA M & SEED
014
(6,
rte
. . .
V,
Z-\
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DA TE,
F1'\A 1111E AND_ CO VER
(V1A;VE7ETe VARIES)
N. 73,
GROUND
C TH
LEN
VA RIES
CURB BOX
PIPE 1 TRE,\,1CH
TOP
-'U-\"5
CORPORA TION J C�)
11('--',rS-,V`CE TUBING
STOP
D U C TIL E ON —1-74
W11 TER M -
2- "A VEMEW 7" DE TAIL S -PIPE SIZE 1.5 COPPER
I I !"=I I M-1 I 1 11
A/ ID 'SPECS.
(NOT TO SCALE)
12 SCREENED OR A VEL 0 VER
PIPE WLIEN PVC 15 USED
CONCRETE AGAINST
TURBED MATERIAL
UND13
SCREENED Gf?A VEL TO
M1D--D1AMiETEf? WIVEN OTHER
THAN PVC PIPE IS USED WA TERMA IN
NO T)-.--
BEIda' —' -FLAN
-D
UNPA 1AF. PA VED
M
oX
. ............ .
...........
SEE PA 110'VEN T D ETA/ L 5
)A ND SP '
EG S.
I I E:wl I
M' III -- COMMON FILL
COMPACTED LIMIT OF Tt-,'ENC`H
EXCAV,41TION. PROVIDE SDF
S
, - C.
SHEETING AND
-QUIP
'31-101-- -' AS REQUIRED. �IN6 12"
DI N.) J. OPTIONAL CONSTRUCTION
. . . . . . . . .
4
JOIN T IT 2 " x
BEVELED K E Y
(NOT 7-0 SCALE)
MOTE:
1. ALL PROPO5EZp SEWER il,'1AINS OR 3ERVICE-5 SHALL BE INSTA L ED W1 TH
Al M/N/,A/IUM Oil 10' SEPARA RON HORIZONTAL L Y A NDIOR /8" VERTICALLY
BEL 0 W ANY .11v�� TER MAIN OR SER V` CC. IF NEI THE,-? SEPA RA T7 ON CANE BE
ACHIEVED THE SEWER PIPE SHALL BE ENCASED IN CONCRETE FOR A
D(STANICE OF 10' ON El7HEf�' -SIDE Of- THE CROSS7iVG .
MIN
C)
Pvl S,3. D.P.,1W A112.01.3
Q CRUSHED STONE SPEC.
J J
2 PVC,-//r 1JR7-1 ---111t-/-'OCKj
SDR 27 WIDTH = 3' 111///V.
PRESSURE
RA TED
F
,-,
W1 TERMAIN .4
:4
CONCRETE AGAINST -
ED MAT _ RIA L
UNDISTURB
PLUG ELEVA 770N
lNA7ti7MAlN— 77"c
CONCRETE I
CRETE AGAINST
UNDISTURBED MA TERIA L
1E
A N
7) CONCRETE F00 Tmoius-r
BL 0 CKS SHALL HAVE A
1,11N11✓Ui`v1 COP,11PREHENSIVE
N( V 0
57RE -�Tr F 2000 PSI
AT 28 DAY'S
2) THRUST- BLOCK BEARING
&E
AREAS 7 -0 IN ACCORDANCE
V111rH TABLE BELO1,V UNLESS
DFLLFYifTINED 0 THE[? W1 3E BY
THE- ENGINEER BECAUSE OF
SOIL CONDITIONS
TABLE OF -/5'E`AR//NIC AREA-5
-1311ZE- OF 01 TE E-S3 & 45'
MAIN (IN) BEND PI UGS BI -ND
6 4 4 4
--
8 6 4 ---j
RESTRAINED JOINTS ARE
ALSO REQUIRED
LIMIT OF TRENCH-
EXCA VATION. PRO VIDE
SHEETING AND
-IORING AS REQUIRED.
WA TER PIPE
4 OA M & SEED
LIMIT OF TRENCH—
EXCAVAT70N. PROV`DE
3HEETING AND
SHORING AS REQUIRED.
8" PVC SDR35
SEWER PIPE
SEC- PA VL'----A11EN 7- D LF TA /L S
A ND SPECS.
SS.
D.P. 11/. M2.01.3
CRUSHED STONE SPEC.
-P T/ WTER
V OF v A
/V//N/Mt1J11// DL
MAIN FROM 'FOP Of- PIPE
TO FINISHEL0 GRADE
S (5) FEET
SHALL BE 1'711F 'F
SEE PA VEMEN T
DETAILS AND
M IHD 11112.01. 7
CRUSHED
STONE, S'-'EC.
FOR SEWER
PIPE
T
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P'
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NO TEFS
1. ✓NHOLE DESIGN TO LATEST A-'.,R1I C478.
2. R.EINFORCING STEEL CON`1`00113 TO LATEST AS7I11 A 185.
F
J. CpNCRETE- COnv/PRES,3111E STRENGTH - 4, 000 PS1 @ 28 DAYS.
4. OWE VE POUR MONOLITHIC BASE.
5 V -IEN SPECIFIED, MAN/ -IDLES WA TERPROOF COA TED.
6. S11TEPS - STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTICS
(NS2-Ptc-,SL M.A. 1AIDUSTRIESS, IN C. ) CONFORM-3 TO LATEST A 5'T111f C zi 78 PA RA - 12.
7. 80-1-IMAS7IC BU7-'tlL RUB-BER FOR JO/AITS CONFOR/11i TO LATEST ASTM 0443 AND FED SS-S-201A SPEC.
& K FLEXIBLE- PIPE' CONNECTORS FROillif 3,5'l TO 21.25" O.D. A5-T1lx1 1,(:,"23 A767.
GRATE TO BE PROVIDED
21,750 BY NEENAH FOUNDRY MODEL
FIM GRADE R2540, OR APPROVED EQUAL.
A VAIL ABLE
;1\ DI" / - IN CONCRET-7 CONE
I2'- 0 " HEIGHT:
t
2'-
-WEIDED WIRE FABRIC
V BITUMASTIC JOINT
215.33
5 NDPE
Et1IET OVERFLOW
-90, -ELBOW
214.80 (7-0 OUTFALL)
4
A F-1 I Fjl-
L
AI In 4L
BITUMASTIC JOINT
SECURE PVC ELBOW
= --:-:: - 3 214.30
TO DMH WALL r I
WITH STEEL STRAPS
--I ! 1-5"
a
(NOT TO SCALE) 4' LOAM & SEED -
LIMIT- OF Tf?ENCH
EX,CA VA 770N. PRO VIDE
SHEE7ING AND
SHORING AS REQUIRED.
U' RED
UTILITY PIPE
PAVED ED PAVED
# #
GO
i'VIVION ILL
----
COMPA C TED
i D Dy
MIN. MIN.
WIDTH= D + 2' -0"
OR -1'-0" MIN.
NO TES:
I
-
MANIIOLE DESIGN TO LATEST ASTA✓I 0478,
(NOT TO SCALE)
-ORCING STEEL CONFORMS TO LATEST ASTIVI A 18-5.
2� REINI:
3. CO,\JC RE7 L
C9
1YPRE SS1 VE ST 'E
NG I
4, 000 PSI @ 28 DAYS.
4. ONE POUR 1O JOLT TT1BASE:
5. MVEN SPECIFIED, 1111ANHOLES VIA TERPROOF COA T-Ea
6. STEPS - STEEL REINFORCED COPOL'a✓lER POLYPROPYLENE PLASTICS
(P,S9--PF - M.A. INDUSTRIES, INC.) CONFORMS TO LATEST ASTM 0478 PARA, I
2
7. B/7UI11AS-r1C BUTYL RUBBER FOR JOINTS CONFORM TO LATEST ASTM C443 AND FED SS-S-201A SPEC.
6 KOR-N-SE-AL FLEXIBLE PIPE C ON` C
ORS FRkoIv/ 3.5" TO 27.25" O.D. AST&I 092.3 A167.
-FRAM `RA T
E G E TO BE PROVIDED
7 0 / BY NEENAH FOUNDRY MODEL
272-1,
R-2-540, OR APPROVED EQUAL.
FIN R. GADE 219 7n
ell CONCRETE CONES AVAILABLE
DIA,
KN x
IN 2' 0"HEIGITS`
2'-- 6
V,
.,\.\ ,,WFLDED WIRE FABRIC
JOINT
6" HD PE T --5'
LP fiERG`NCY` OVE R FLOW ELBOW Y90'
214.50 (TO OU7FAL 3.3
-7
VA/?1ESj
Q"I l') - BITUIVASTIC JOINT
S• 212.60
t-`URE PVC ELBOW-
7-0 DMH WALL I LZ
WITH STEEL STRAPS 48.
.---5-
(6" &MV.)
(NOT TO SCALE)
A CLASS CONC[ -L -7 E 4 L IDA M & SEED
014
(6,
rte
. . .
V,
Z-\
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DA TE,
F1'\A 1111E AND_ CO VER
(V1A;VE7ETe VARIES)
N. 73,
GROUND
C TH
LEN
VA RIES
CURB BOX
PIPE 1 TRE,\,1CH
TOP
-'U-\"5
CORPORA TION J C�)
11('--',rS-,V`CE TUBING
STOP
D U C TIL E ON —1-74
W11 TER M -
2- "A VEMEW 7" DE TAIL S -PIPE SIZE 1.5 COPPER
I I !"=I I M-1 I 1 11
A/ ID 'SPECS.
(NOT TO SCALE)
12 SCREENED OR A VEL 0 VER
PIPE WLIEN PVC 15 USED
CONCRETE AGAINST
TURBED MATERIAL
UND13
SCREENED Gf?A VEL TO
M1D--D1AMiETEf? WIVEN OTHER
THAN PVC PIPE IS USED WA TERMA IN
NO T)-.--
BEIda' —' -FLAN
-D
UNPA 1AF. PA VED
M
oX
. ............ .
...........
SEE PA 110'VEN T D ETA/ L 5
)A ND SP '
EG S.
I I E:wl I
M' III -- COMMON FILL
COMPACTED LIMIT OF Tt-,'ENC`H
EXCAV,41TION. PROVIDE SDF
S
, - C.
SHEETING AND
-QUIP
'31-101-- -' AS REQUIRED. �IN6 12"
DI N.) J. OPTIONAL CONSTRUCTION
. . . . . . . . .
4
JOIN T IT 2 " x
BEVELED K E Y
(NOT 7-0 SCALE)
MOTE:
1. ALL PROPO5EZp SEWER il,'1AINS OR 3ERVICE-5 SHALL BE INSTA L ED W1 TH
Al M/N/,A/IUM Oil 10' SEPARA RON HORIZONTAL L Y A NDIOR /8" VERTICALLY
BEL 0 W ANY .11v�� TER MAIN OR SER V` CC. IF NEI THE,-? SEPA RA T7 ON CANE BE
ACHIEVED THE SEWER PIPE SHALL BE ENCASED IN CONCRETE FOR A
D(STANICE OF 10' ON El7HEf�' -SIDE Of- THE CROSS7iVG .
MIN
C)
Pvl S,3. D.P.,1W A112.01.3
Q CRUSHED STONE SPEC.
J J
2 PVC,-//r 1JR7-1 ---111t-/-'OCKj
SDR 27 WIDTH = 3' 111///V.
PRESSURE
RA TED
F
,-,
W1 TERMAIN .4
:4
CONCRETE AGAINST -
ED MAT _ RIA L
UNDISTURB
PLUG ELEVA 770N
lNA7ti7MAlN— 77"c
CONCRETE I
CRETE AGAINST
UNDISTURBED MA TERIA L
1E
A N
7) CONCRETE F00 Tmoius-r
BL 0 CKS SHALL HAVE A
1,11N11✓Ui`v1 COP,11PREHENSIVE
N( V 0
57RE -�Tr F 2000 PSI
AT 28 DAY'S
2) THRUST- BLOCK BEARING
&E
AREAS 7 -0 IN ACCORDANCE
V111rH TABLE BELO1,V UNLESS
DFLLFYifTINED 0 THE[? W1 3E BY
THE- ENGINEER BECAUSE OF
SOIL CONDITIONS
TABLE OF -/5'E`AR//NIC AREA-5
-1311ZE- OF 01 TE E-S3 & 45'
MAIN (IN) BEND PI UGS BI -ND
6 4 4 4
--
8 6 4 ---j
RESTRAINED JOINTS ARE
ALSO REQUIRED
LIMIT OF TRENCH-
EXCA VATION. PRO VIDE
SHEETING AND
-IORING AS REQUIRED.
WA TER PIPE
4 OA M & SEED
LIMIT OF TRENCH—
EXCAVAT70N. PROV`DE
3HEETING AND
SHORING AS REQUIRED.
8" PVC SDR35
SEWER PIPE
SEC- PA VL'----A11EN 7- D LF TA /L S
A ND SPECS.
SS.
D.P. 11/. M2.01.3
CRUSHED STONE SPEC.
-P T/ WTER
V OF v A
/V//N/Mt1J11// DL
MAIN FROM 'FOP Of- PIPE
TO FINISHEL0 GRADE
S (5) FEET
SHALL BE 1'711F 'F
SEE PA VEMEN T
DETAILS AND
M IHD 11112.01. 7
CRUSHED
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APRIL 7, 2017
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41
DATE;
APRIL 7, 2017
5— CA L E
AS 51-10VIN