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EXIS :!!N- 12" WA
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2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
LIMITED TO 6:30 AM TO 3:30 PM ON WEEKDAYS JNLESS OTHERWISE
APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-
6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE.
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE
NOTIFIED 24 HOURS IN ADVANCE.
NOTE;
APPROX. EXISTING GRADE
CA
1. POTHOLE EXISITNG UTILITIES PRIOR TO CONSTRUCTION TO
-----
- - - - -- -PIPE
410
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d
f5
rr
d d a
1i d
DATUM ELEV
°o °0 405.00
w
aN no
� G 1
x �
0 +00
SSMH #1
STA:0 +25, 12°RT
RIM = 427.40± '',
(MATCH EXIST. ASPHALT)
INV= 414.67 (6 "IN)
INV= 414.50 (8 "OUT)
PRIVATE ROAD PROFILE
HORIZ SCALE: 1 " =20'
VERET.'. SCALE: 1 " =2'
M0 M ( NCn
N 0
r t` � t0 N LL7
0
6" BUILDING SEWER PIPE
-TEE WITH 6" SIDE OUTLET
6" SIDE SEWER AND BUILDING SEWER a
0
WW,O - 2 7- 2 &1
1 +00
PROPERTY LINE
6'�
FUTURE
BUILDING SEWER
�n
\� 2 "x 4" STUD SERVICE MARKER PAINT UPPER
PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
AND #6 WIRE WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
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, D1 PIPE AND C1
PIPE SEWER MAINS ARE TO BE CORE DRILLED
ROLL # 168
a i
N
PVC'(SDR 35) ®1.02%
SSMH #1'I
STA: 0 +25, 13 RT
= RIM= 427.40 ±'
INV 413.45 (MATCH EXIST. ASPHALT)'
(VERIFY PRIOR TO INV= 414.67 (6-IN)
CONSTRUCTION) INV= 414.50 (8.OUT)
-- - 410 410
PROFILE'I EX. SSMH - SSMH No. 1
HORIZ. SCALE: 1 " =20'
VERET. SCALE: 1 " =5'
DATUM ELEV
405.00
r r r
N N N
a a �
0 +00 1 +00
r60" ALLOWABLE MAX.
/ FOR CAST IRON PIPE
OR DUCIILE IRON P
1:3:5 MIX -7
ONC
BLOCKING AX CA GR O 2% MIN SLOPE
i HORIZONTAL
6" SIDE OUTLET TEE
SEWER MAIN
6" MIN. SEWER MAIN
CaJCRETE BLOCKING ANGLE
OF' 7EE AT MAIN OVER 25 TYPICAL SIDE SENM ELEVATION
�� 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
N.T.S.
FR 1 1
..2
SANITARY SEWER NOTES AND SPECIFICATIONS
I. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPEC17!CATIONS OF THE CITY OF RENTON AND THE
LATEST EDITION OF THE WSDOT /APWA STANDARDS AND
SPECIFICATIONS.
-- tz' (TIP)
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE
LIMITED TO 6:30 AM TO 3:30 PM ON WEEKDAYS JNLESS OTHERWISE
APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-
6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE.
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE
NOTIFIED 24 HOURS IN ADVANCE.
NOTE;
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
SPECIFICATIONS FOR MUNICIPAL P'!