HomeMy WebLinkAboutR-433417Co
Co
I
I
W
I—
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
I
SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT
RESTORATION REQUIREMENTS
SURFACE RESTORATION AS
SPECIFIED IN CONTRACT DOCUMENTS
r--
12" MIN. --- EXISTING PAVEMENT SURFACE
\/ O
n�(Jn�n�QOnPn /\'6"MIN.,SEENOTE4
NEAT LINE TRENCH
"CRUSHED SURFACING TOP COURSE" PER
WSDOT STD- SPEC 9-03-%3), COMPACTED
TO 95% OF MAXIMUM DENSITY
"CRUSHED SURFACING TOP COURSE" PER
WSDOT STD. SPEC 9-03.9(3), "BANK RUN
GRAVEL FOR TRENCH BACKFILL" PER
WSDOT STD. SPEC 9-03.19, OR "GRAVEL
BORROW" PER WSDOT STD. SPEC 9-03.14(1),
COMPACTED TO 95% OF MAXIMUM DENSITY
BENCH AS NEEDED FOR
SHORING SYSTEM WHEN I
DEPTH IS 4' OR GREATER
PIPE I \
PIPE ZONE BEDDING AND BACKFILL
PER STD. PLANS 220.00 AND 220.10
SEE NOTE 1
UNPAVED AREAS I PAVED AREAS
I
NOTES:
1. SEE WSDOTIAPWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR
MEASUREMENT OF TRENCH WIDTH.
2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD
DESCRIBED IN CHAPTER 295-155 PART N OF THE WAG.
3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS
DETERMINED BY PIPE MANUFACTURER.
4. IN PAVED AREAS, IF PIPE HAS LESS THAN 3' OF COVER, USE "CRUSHED
SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE.
5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 220.20
PUBLIC WORKS PPR D
DEPARTMENT TYPICAL TRENCH AND BACKFILL 9/28/2018 1
GAZ
P.bkWon,Ad—i,s w, DATE
TYPICAL TRENCH AND BACKFILL
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
NTS
DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
:45 AN
• Call 811
a two business days
before you dig
N0.
raj r--r----------
f _ EX. SEWER MAIN I I I
I 1 I I
i 1 1 I
I r l I
r-SPOOL I I I Z_
I I I
(LENGTH AS NEEDED) I I I
6" SEWER STUB
I I I
I 1 I I
I I I I
SEWER MAIN TEE X 6" TEE
SIDEWALK
I I I I I J
t� COUPLING (TYP) IL_J_LI >
__-------J Q 13 I
0
I'
0
Im
I
r T ---------ti:Jd
L---J
BEND AS
REQUIRED
PROPERTY LINE
— X-0" MIN �{
FUTURE 4" SIDE SEWER
f2"x 4" STUD MARKING POST PAINTED
6" CAP J WHITE WITH THE WORD "SEWER" STENCILED
4 IN 3" HIGH BLACK LETTERS AND k6 WRE
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD
1
T
6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
CONCRETE PAD TO BE 8" IN DEPTH
EXISTING SANITARY
SEWER MAIN `2 0% MIN SLOPE
�6" SEWER STUB 6"X6"X6" WYE FUTURE 4" SIDE SEWERFUTURE 6"x 4" REDUCER
`SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)
C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED MATH A ROMAC SADDLE
(OR APPROVED EQUAL)
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING
"STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F HDPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER
G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL
NOTES.
1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
2 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
3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR
4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE
SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME 00 NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102
6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405
7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON
SIDE SEWER STUB UR)STD. PLAN - 406.1
PUBLIC WORKS APP s
DEPARTMENT INSTALLATION Martin PastuchO✓26/202
(SEWER MAIN TO PROPERTY LINE)(m-.@#A"JFD_9_8B4490 -
vaa,a work.,wmiMaerara DATE
CLEANOUT FOR SANITARY SEWER SERVICE
REVISION
NTS
BY I DATE
SURVEYED:
DESIGNED:
DRAWN:
CHECKED:
A P P R I APPROVED
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
W (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) —�
FOUNDATION LEVEL
LIMITS OF PIPE ZONE
O.D.
of
PIPE
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS
5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)
OF THE STANDARD SPECIFICATIONS
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED
7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 405
URI
PUBLIC WORKS PIPE BEDDING APP DEPARTMENT Martin PastuCftaV26/202
FOR SANITARY SEWERS
---@ a &1FD98B449D DATE
PIPE BEDDING FOR SANITARY SEWERS
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
NTS
CITY OF
RENTON
[;R
Planning/Building/Public Works Dept.
1 12:
R-433417
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
L
VELOPMENT ENGINEERING
}IL
msippo 08/13/2025 '
RENTON MARKET & PIAZZA
CIVIL CONSTRUCTION PERMIT
CIVIL IMPROVEMENT DETAILS
7/16/2025
PAGE
DRAWING NO:
C3.50
SHEET: 7 OF: 61
co
Co
N
O
u J
N
MCI
�J
C�
0
C)
C]
I
a
D
IN/�
W
C]
C)
C)
I
4
IN
Ir