HomeMy WebLinkAboutS-279602i
T
1
G
D
T
L�
0 41(
Q W
J
-j U 1
IZ
Q Z
Z
= LLJ
-J W
w = cn
ci i
C 1
4
C
0.
cc
� p
C
TAJ
N T�pppp�
r
O
R
HIGH POINT ELEV - 407.49
HIGH POINT STA = 0 +44.27
PVi STA - 0 +5
I E G
PVLEV = 408.02
A.D. _ -8.95
0 +00 1 +00 2 +00 3 +00
PROPERTY LINE
° FUTURE
6'" BUILDING SEWER PIPE BUILDING SEWER
? 2 "x 4 " STUD SERVICE MARKER PAINT UPPER
-TEE WITH 6" SIDE OUTLET J I PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
w AND #6 WIRE SEVER WRAPPED AROUND THE STUD AND
W'• _ anc cc R un w n a o EXTENDED TO THE TOP OF THE STUD.
K
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.
VTRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
PIPE SEWER MAINS ARE TO BE CORE DRILLED
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
t
1:3:5 MIX khSY��NG
CONCRETE
BLLOCKING OVOC�
2% MIN SLOPE
HORIZONTAL
6" SIDE OUTLET TEE
SEWER MAIN
6'" MIN. SEWER MAIN
f= ONCRETr O(8[IND N J G
OF TEE AT PAIN OVER 25 ]YYP,IP, I al0 cr R FVATION
�� STANDARD SIDE SEWER INSTALLATION
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 ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER INSTALLATION
NOT TO SCALE
m
MORTA
FILLET
MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 21" I.D.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE SgliPE,'
Oy ILA
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY a vi °
STEPS OR EQUAL. L�
t1�
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED. 11332
3. CASTING TO BE PER DRAWING BR29. 1 gryg491
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST S70NAL
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED. �- F5
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR rEmu 11/30/00
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
7, RUBBER GASKETED JnINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443. RECOMMENDED
B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE FOR APPROVAL
DIAMETER OF THE LARGEST PIPE. 'I
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK BY K�1kVl[�� �/Z1199
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
BY
BY
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY NOTE:
� NOTE:
Cal EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
bbefore SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
efore y ®u EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
il. REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
®4
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
1- 800 - 424 -5555 NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
UNDERGROUND SERVICE (USA) CALL BEFORE YOU DIG: 1k800- 424 -5555
�- 279602- SCANNED OCT - B 1995
S
1 I
.2 4