HomeMy WebLinkAboutS-340002w L'
0
R
z 40
�- -0
P4 0 -,
0
Zia
ai Z_
a
A
w
05
0 z
0
z
R
z
rn
W 0
z
2
9.1
113.5 MIX
CONCRETE
BLOCKING
F --- f
CD
6" BUILDING SEWER PIPE
TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
60" ALLOWABLE MAX,
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE,
j��
\-6" SIDE OUTLET TEE
SEWER MAIN
6" MIN,
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
L
SEWER MAIN
PROPERTY LINE
FUTURE
BUILDING SEWER
Lj
z \-2//x 4*' STUD SERVICE MARKER PAINT UPPER
PORTION WHITE ANS STENCIL ON SIDE
I-
>_ WORDING //SEWER"/ WITH 3" HIGH BLACK LETTERS,
AND #6 WIRE WRAPPED AROUND THE STUD AND
n EXTENDED TO THE TOP OF THE STUD,
0
ry
a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN,
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, Dl PIPE AND Cl
PIPE SEWER MAINS ARE TO BE CORE DRILLED
GON 27. MIN SLOPE
HORIZONTAL
TYPICAL SIDE SEWER ELEVATION
NOTE,
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATI❑N., WHICHEVER IS LOWER,
S!
z
0
In
w z w r.
cr- I I K
m
6
71
10/17/96 Edited note.
DCV AG
W
O
V)
L'I wl
Lu
ADJUSTMENT (4' MIN.)
1,
STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL,
CONE
2.
0
j
0
_j
ARE INSTALLED,
3.
CL
RUBBER GASKETED JOINTS
m
U-
uj
P-4
CONCRETE.
5,
to
0 >�
r-
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
uj
SURFACES, INCLUDING CHANNELING., COATED (SEALED)
0
0
- -
to
*
Z
WASSER MC-C❑NSEAL OR APPROVED EQUAL;
OR APPROVED EQUAL.
olo
t[ -ITO?
7.
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
Z
2_
oc
8.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
F- _j
V) w i i _j
DIAMETER OF THE LARGEST PIPE.
MAX. PIPE SIZE - 21' I.D.
w L'
0
R
z 40
�- -0
P4 0 -,
0
Zia
ai Z_
a
A
w
05
0 z
0
z
R
z
rn
W 0
z
2
9.1
113.5 MIX
CONCRETE
BLOCKING
F --- f
CD
6" BUILDING SEWER PIPE
TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER
60" ALLOWABLE MAX,
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE,
j��
\-6" SIDE OUTLET TEE
SEWER MAIN
6" MIN,
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
L
SEWER MAIN
PROPERTY LINE
FUTURE
BUILDING SEWER
Lj
z \-2//x 4*' STUD SERVICE MARKER PAINT UPPER
PORTION WHITE ANS STENCIL ON SIDE
I-
>_ WORDING //SEWER"/ WITH 3" HIGH BLACK LETTERS,
AND #6 WIRE WRAPPED AROUND THE STUD AND
n EXTENDED TO THE TOP OF THE STUD,
0
ry
a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN,
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, Dl PIPE AND Cl
PIPE SEWER MAINS ARE TO BE CORE DRILLED
GON 27. MIN SLOPE
HORIZONTAL
TYPICAL SIDE SEWER ELEVATION
NOTE,
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATI❑N., WHICHEVER IS LOWER,
S!
z
0
In
w z w r.
cr- I I K
m
6
71
10/17/96 Edited note.
DCV AG
W
O
V)
L'I wl
2+00
011161
440
9611111
9A TUAf ELE V
420.00
0+00
MORTAR
FILLET
N.
ZrA,l _F 0
SEE DRAWING BR29
NOTES
ADJUSTMENT (4' MIN.)
1,
STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL,
CONE
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
0
<
0
_j
ARE INSTALLED,
3.
CASTING TO BE PER DRAWING BR29,
RUBBER GASKETED JOINTS
m
U-
IN ACCORDANCE WITH ASTM C-443
CONCRETE.
5,
to
0 >�
r-
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
SURFACES, INCLUDING CHANNELING., COATED (SEALED)
04
+n
0
- -
to
*
CONCRETE RISER BY PIPE INC.,
WASSER MC-C❑NSEAL OR APPROVED EQUAL;
OR APPROVED EQUAL.
olo
t[ -ITO?
7.
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
w 01 7>1
8.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
F- _j
V) w i i _j
DIAMETER OF THE LARGEST PIPE.
MAX. PIPE SIZE - 21' I.D.
9.
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
cn w
ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL.
E
173'-8" PVC 0 0.50X
W 2, TYi
8 -54"
r
Rl�.50
SSMH# 1
INV=42S.2,3
(60y'
RIM=4.46.5:h
(MATCH PAVING)
INV=4M06
(8m)
NEW INV=428.20_------__
SEME
EX.
INV=428.10:k (VERIFY)
1"=20' HORIZ.
1"=5' VERT.
co
04
to
ui
ui
to
c6
2+00
011161
440
9611111
9A TUAf ELE V
420.00
0+00
MORTAR
FILLET
N.
ZrA,l _F 0
SEE DRAWING BR29
NOTES
ADJUSTMENT (4' MIN.)
1,
STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL,
CONE
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED,
3.
CASTING TO BE PER DRAWING BR29,
RUBBER GASKETED JOINTS
4,
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
IN ACCORDANCE WITH ASTM C-443
CONCRETE.
5,
ALL JOINTS SHALL BE GROUTED.
STEPS - 3/4' DEFORMED BAR
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
SURFACES, INCLUDING CHANNELING., COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
CONCRETE RISER BY PIPE INC.,
WASSER MC-C❑NSEAL OR APPROVED EQUAL;
OR APPROVED EQUAL.
COLOR OF COATING SHALL BE WHITE,
7.
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C-443,
8.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
MAX. PIPE SIZE - 21' I.D.
9.
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL.
LADDER—STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF,
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
10/17/96 EDITED TEXT
3/8/95 ADDED NOTE, EDIT TEXT
2�`m 0" =="ANIE AND _P
FER DRAVANS BR29, S-1 PA.-E B074.
r. -
kI0TF'_-;:
AFETY ' _rl
STE ::" TO DE 31—': cA DE='3Rk,=D _AF. "42VA ' ',IZED '_ STE S CR EQjA--
qE"-]C'-;: ARE INc;_A__='D.
.3 T -_ _'S ARE TO EE IN ='-ACE 3EFORE 10A.KHO-E T_
3. CAS-4-G -0 =-=-' FE-i DR Asa KG -=::;29.
4. KA "' -i F S-CIONS ID H- HFIlJF'_lKGFD
7. U, -- 1%] k.3 z:HOJI U hI-
INTS
-IAL_ BE GRC___"D.
O 'S
7. czE%,,="R 14A%HQ_=_'5 S-, ,LL ,.LL 1%.-ERIOR SUR7ACES. 1\01-Ml<;
(;HANWIIN 1 1 l �SFrI -i)) '.','IH A -11tH SO DS UHI IH.A* GO A AG; V., A S s - H.
It I QUA Cut i F NG l:HA HF
III A I Ni
9. li,.Nr 1 11 Ii-.11 SHP, I 131 1A1416'UM J/ I I It
TC Sl ':LL BE PrADE LISING GPI" ADAPT07. KOP 4-31AL
11
SANITARY SIW-LOW, MANHOLE n-PE 3
ADOPTED
UP, D11 lillillul"
STWIA[al PlAKS
LST DATE: 01/Cl
LIWG. h.Aflll_. Ef"I/2 S F F AG L: 3
DCV AG
DCV AG
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555.