HomeMy WebLinkAboutS-382421N
00
O
1
1
CL
az_
>a
oOf
Ld
X w
w cn
r
FERNCO
"STRONG -BACK"
a z COUPLING
0 > (TYP)
0
z= [ifa LO w a-
bi
REMOVE EX. TEE OR a x w m
WYE AT 6" SEWER N
AND RECONNECT EX.
SIDE SEWER TO EX. BENDS
10" SEWER AS
REQUIRED
SPOOL J
(LENGTH AS NEEDED) /C/
NEW V SIDE SEWER
10" X 6" TEE 10"'ll
CONCRETE PLUG
FERNCO;4 (TYP)
"STRONG -BACK"
COUPLING �=lj
(TYP)
6"X6"X6" SURFACE CLEANOUT
WITH CAST IRON RING AND COVER
(SEE STD. PLAN 403.1)
8"X8"X8" TEE 10"X10"X10" TEE
(INSTALL AS SHOWN) (INSTALL AS SHOWN) 74,17
THE EXISTING PVC OUTSIDE DROP DOES
A NOT PENETRATE THE MANHOLE AT THE 1 FT.
o SEWER MAIN ELEVATION. A '
U)
a e•.
3 FT MIN.
EX. SIDE SEWER
DIAMETER VARIES
(EX. SIBE SEWER ALIGNMENTS &
SEE NOTE 4
3 FT MIN.
EX. SIDE SEWER
DIAMETER VARIES
—----- � —� -- J BENDS AS 3FTMIN.
REQUIRED
EXISTING 10"
SEWER MAIN
CIrP LINE
EX. SIDE SEWER-
NEW6"6" 6"X6"X6" FERNCO SEE NOTE 4
SIDE SEWER WYE "STRONG -BACK"
EX. 6" COUPLING
10" X 6" TEE SEWER MAIN (TYP)
TYPICAL SIDE SEWER SERVICE TRANSFER FOR CEDAR AVE S
BETWEEN S 5TH ST AND S 7TH ST
SHEETS S-2 & S-3
1. ALL ACTIVE SIDE SEWERS ON CEDAR AVE S, FROM S 5TH ST TO S 7TH ST, SHALL BE DISCONNECTED
FROM THE EXISTING 6" VCP SEWER MAIN ON THE EAST SIDE OF THE STREET AND RECONNECTED
TO THE EXISTING 10" VCP SEWER MAIN ON THE WEST SIDE OF THE STREET.
2. THE EXISTING SIDE SEWER ALIGNMENTS VARY. THE PORTION OF THE NEW SIDE SEWER BETWEEN
THE EXISTING 6" SEWER MAIN AND THE GUTTER SHALL MATCH THE EXISTING ALIGNMENT. THE
PORTION OF THE NEW SIDE SEWER BETWEEN THE 6" AND 10" MAINS SHALL BE PERPENDICULAR TO
THE ROADWAY.
3. NEW CLEANOUTS SHALL BE INSTALLED FOR EACH SIDE SEWER WITHIN 2 FEET OF THE EDGE OF GUTTER.
4• EKING SIDE SEWERS
ERE SI 'ALL
BE GIPf Pf LINED
FROM
TI NEW n1 E A NOUT TO
A- POINT
3 FEET BEYOND
�TLIJACl/ OF SIDEWALK.
TI IE CONTRACTOR SI'AI 1 LINER.D ETERMINE TI IE DIAMETER OF TI iE EXISTING
SIDE SEE' fRitr� Vr VID I VIV[`/"CTLAf\' TnpPER SI TPI-- .. -- E) — — - -__ — _- N H
EXISTING SIDE SEWERS AND
OVE ANY ROOTS TO ALLOW PROPER INSTALbkTION OF TI IE CIPP LINER.
PRE -LINING CCTV INSPECTION REVEALED THAT ALL SIDE SEWERS COULD NOT BE LINED AS DESIGNED.
THISWORK WAS DELETED FROM THE CONTRACT-
n SIDE SEWER
SEE IGE TRANSFER TI IE EXISTING 13" MAIN SI 'ALL
BE PLUGGED
IGGED WIT' I GONGRETP'
THE EXISTING 6" CLAY SEWER MAIN WAS REMOVED AS PART OF THE NEW WATER MAIN INSTALLATION.
6. CONTRACTOR SHALL MINIMIZE SIDE SEWER SERVICE DISRUPTIONS.
REDUCER
(AS NEEDED)
6"X6"X6" SURFACE CLEANOUT
WITH CAST IRON RING
AND COVER
(SEE STD. PLAN 403.1) 2 FT.
EX.
SIDE
SEWER
z
a
w
3
w
3
w
z
NEW 6" — J
SIDE SEWER
(TYP)
FERNCO J
2'X2' CONC. PAD "STRONG -BACK" EX. SIDEWALK
(6" THICK) COUPLING
(TYP)
TYPICAL SIDE SEWER SERVICE
S 7TH ST, S 9TH ST, GRANT AVE S, HIGH AVE S
1. THE EXISTING SIDE SEWER ALIGNMENTS VARY. THE CONTRACTOR SHALL MATCH THE EXISTING
ALIGNMENTS.
2. NEW CLEANOUTS SHALL BE INSTALLED WITHIN 2 FEET OF THE EDGE OF THE EXISTING SIDEWALKS.
3. NEW CLEANOUTS THAT ARE LOCATED IN NON -PAVED AREAS SHALL HAVE A 2'X2' CONCRETE PAD
INSTALLED AROUND THE CLEANOUT COVER. THE CONCRETE PAD SHALL BE A MINIMUM 6" THICK.
mej
• I I
SEE NOTE 2 e L Jam— REMOVE THAT PORTION OF THE EXISTING
OUTSIDE DROP TO ALLOW INSTALLATION
•.A o
OF THE NEW INSIDE DROP.
PLUG THE INVERT OF THE EXISTING
o OUTSIDE DROP WITH CONCRETE AND FILL
o THE REMAINER OF OUTSIDE DROP WITH
PEA GRAVEL.
ad .
900 BEND
EXISTING CHANNEL
EXISTING MH WITH NEW INSIDE DROP
SEE SHEET S-6
DROP MANHOLE NOTES:
MH #7 WITH INSIDE DROP
SEE SHEET S-4
1. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS
OR APPROVED EQUAL.
2. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL
SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP
PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM
SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL
EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS.
6"X6"X6" SURFACE CLEANOUT
WITH CAST IRON RING
AND COVER
(SEE STD. PLAN 403.1)
zrF
�"
WER
3
Li
.,
Lu 2'X2' CONC. PAD
(6" THICK)
EX- 6"
n SEWER MAIN
CONCRETE PLUG
(TYP)
EX.
SIDE
SEWER
I
EX. SIDEWALK II II
I�
TYPICAL SIDE SEWER SERVICE
RENTON AVE S
FERNCO
"STRONG -BACK"
COUPLING
(TYP)
- REDUCER
(AS NEEDED)
1. THE EXISTING SEWER MIAN IS LOCATED BEHIND THE SIDE WALK. THE CONTRACTOR SHALL
TRANSFER ALL ACTIVE SIDE SEWERS TO THE NEW SEWER MAIN.
2. NEW CLEANOUTS SHALL BE INSTALLED WITHIN 2 FEET OF THE EDGE OF THE EXISTING
SIDEWALKS.
3. NEW CLEANOUTS THAT ARE LOCATED IN NON -PAVED AREAS SHALL HAVE A 2'X2' CONCRETE PAD
INSTALLED AROUND THE CLEANOUT COVER. THE CONCRETE PAD SHALL BE A MINIMUM 6" THICK.
REVISION
suRVEYEO:
DESIGNED:
JDH
DRAWN:
JDH
CHECKED:
JDH, MAB
BY DATE APPR APPROVED:
DMC
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERMAL D 73% HORIZONTAL W981997
DATUM
PAY LIMIT
TRENCH BACKFILL
6'
11-1/40 BEND EX 10,I
CLAY SEWER
FERNCO
"STRONG -BACK"
COUPLING
- 900 BEND
CHANNEL SLOPE TO MATCH
DOWNSTREAM PIPE SLOPE
SEE DETAIL FOR STREET
RESTORATION REQUIREMENTS
BACKFILL MATERIAL SHALL BE
100% SELECT IMPORTED BACKFILL
PER SECTION 9-03.19
(BANK RUN GRAVEL FOR TRENCH
BACKFILL)
PROPOSED 10", 8" & 6" SEWER PIPES
PIPE ZONE MATERIAL PER SECTION
9-03.12 3 GRAVEL BACKFILL FOR
PIPE ZONE BEDDING OR PEA GRAVEL.
61'
a EXCAVATION OF UNSUITABLE SOIL AND
BACKFILL OF FOUNDATION MATERIAL
° A A (IF NECESSARY) DEPTH AS APPROVED
BY ENGINEER. MATERIAL SHALL MEET
SECTION 9-03.9(1) BALLAST
1011, 8" & 6" SDR 35 PVC SEWER PIPES
TYPICAL TRENCH BEDDING AND BACKFILL
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM
DENSITY EXCEPT DIRECTLY OVER PIPE WHERE
COMPACTION WILL BE HAND TAMP ONLY.
4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS
TO ENSURE FLOW LINE IS MAINTAINED.
5. ALL EXCAVATION AND BEDDING AND BACKFILL
MATERIALS BEYOND PAY LIMIT OF TRENCH
SHALL BE INCLUDED WITHIN THE TRENCH
EXCAVATION SAFETY SYSTEMS BID ITEM.
�d CITY OF
RENTON
Planning/Building/Public Works Dept.
RENTON HILL UTILITY REPLACEMENT APR 2017
FIElDR00K:
RAC:
SANITARY SEWER DRAWING N0:
S-14
DETAILS I SHEET.. OF.
66 89
ISI-10131812F4T