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W
I
2
2
NATIVE SO,
TO 90% R,
W (SEE NOTE 7) --I,, LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR 1
SANITARY SEWER PIPE O-D, OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL
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 7-00 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)'
OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST 9E 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-
5TO. PLAN - 405
>~�" PUBLIC WORKS PIPE BEDDING
�l� DEPARTMENT FOR SANITARY SEWERS 0
ROCK WALL DETAIL
N. T. S.
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 r IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax. • (509) 674-7419
Rnr,v OR KEYSTONE
( WALL AS NOTED
)RATED PIPE AT
IF NEEDED
rya I
EX. SEWER MAIN
PROPERTY_ LINE _ _
SPOOL (LENGTH AS NEEDED) _
j
o
6" SEWER STUBS : FUTURE 4' SIOE SEWER
J\ISIEWEI
oF-=_______� MAIN X 6" TEF Z'�F 4•' STUD MARKING POST PAINTED
TEE I E- CAP WHITE WITH THE WORD 'SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND #6 WIRE
z I WRAPPED AROUND THE STUD AND
3 . EXTENDED TO THE TOP OF THE STUD.
COUPLING (TYP.) a I
k, j 3
II
P
�I
x
�I
---r
L---j
BEND AS -
REQUIRED
/-EXISTING SANITARY /A
SEWER MAIN ,... uIu -;I OPE �.J
SEWER STUB
SEWER MAIN SIZE X 6" TEE
6'Xfi"X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
APPROVED EQUAL, SPECIFY "SEWER- ON LID),
(SEE STD. PLAN 403.1 FOR INSTALLATION)
JM EAGLE THREADED CLEAN -OUT ADAPTER HUB
PLUG (OR APPROVED EQUAL)
` FUTURE 4" SIDE SEWER
5"X6"X6' WYE FUTURE 6"x 4" REDUCER
A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE' USING-STRONC-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 & C800 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -CUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
�t
3000 PSI MIX /sh O NRN
CONCRETE
BLOCKING 'Lg p11•- B�•
"� G� p% iAIN SLOPE
HORIZONTAL
6" TEE
6" MIN. SEWER SEWER MAIN
MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT Mgljq HETWEEH 25- AND 45• IYPICAL SIDE SEWER
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 STD. PLAN -406.1
v PUBLIC WORKS A VEO:
3R\ DEPARTMENT INSTALLATION
(SEWER MAIN To PROPERTY LINE) DA
\
d
� VI
Q
PROPOSED 15' \
PRIVATE STORM STA 30+82.50\
EASEMENT END CONCRETE \j
DRIVEWAY BEGIN
REC #------- GRAVEL ACCESS ROAD
SECTION PER STD
234.5 (SHEET 19)
e •I a
f LOT 15 L�
1,820 S.F. 1,7�
a • ,I•
a II
r 14 LOT 13
5 S. F. 1,820 S.F.
I
I
I
I
45'
TW=139.0 1 ' 15'
BW=137.0 1 I I 1
TAX PARCEL I
TW=138.0 I : I . `. VAULT ACCESS I 312305-9022 11
BW=13ZO TURN ARAM
OPEN SPACE/
®25' TREE RETENTION/ 1
STORMWATER
' 13,109 S.F.
00
TW=138.0 LOT 1
BW=137.0 I I' I RENTON SHORT PLAT
o #399-79
1 PROPOSED 15' PUBLIC REC. NO. 8005139001
SEWER EASEMENT /
• I I � I
\ N88'53'06"W
1 •. 15' PUBLIC SEWER
I' EASEMENT TAX PARCEL
• REC. #-------------
I 312305-9091
VAULT ACCESS TURNAROUND
SCALE = 1 " = 20'
Mo., 1=- -ass caP.dt�:,.
µy - tea: - r+.' r�' : r' ■" tml,
►"'i
7• d -•i i C"' 1. Yddd
s i' :•. •i. •d - - =i'r `- Li �r_'a'i..}i• r.t �r?,a.-ram-' r d
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ip
a
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SEl=EC7
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NOTE: Manumnt Case & C6VW
1. STANDARD MONUMENT CASE AND COVER NASHINGTOK-STATE DEPARTMENT OF RISHWAVS
1975,
7. TA- CAST [NG5 SHALL. BE GRAT-IRON CASTINGS, AMAK CLASS 40.
THE_,COVER AND -SEAT SHALC.HE MACHINFD'SO'AS.TO HAVE'PERFECT CONTACT
AR.4UND•THE ENTIRE CIRCUMFERENCE -AND FULL•'NIDTH OF BEARING 5URFACE.
3. WHEN THE'MBNMENT CASE AND- COVER - ARE PUXED IN CONCRETE PAVEKENT, A CEHEHT
COHCRET'f-BASE NILL'RDT'BE NECESSARY, A'D Q IP T'�y.D,
4. SEE CITY OF'AENTON SUPPLEMENTAL SPECIFICATION 5EC'TIM 7-05.3(l) FOR rCY a CITY 0]741 17'rD?+i
ADJUSTMENTS TO GRADE.
_ STAN15APM PLAIiN
f 'P EST DATE: LF
OyD.
W "
N,
�
e a
�•�
39374 ��
sT
j
03/19/2021
SURVEYED:
SDM
SCALE:
N. T. S
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
DESIGNED:
EDM
DRAWN:
TLK
ONE INCH
1
AS-BUILTS
EDM
03/19121
SDM
CHECKED: EDM
AT FULL SCALE
I F NOT ONE
SCALE
SACCORDINGLY
NO.
REVISION
BY
DATE
APPR
APPROVED:
NEM
!V
DWO NAME. ER-04 SP PA�ifi: 8031
Know what's below.
Call before you dig.
CITY OF
V`R] RENTON
Planning/Building/Public Works Dept.
ogs
NO
THESE PLANS ARE 'AS -BUILT" AND
THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF THIS
DATE: MARCH 3, 2021
STEVEN D. McCASKEY PLS 42676
IN COMPLIANCE WITH CITY OF RENTON STANDARDS Ic�
SAPPHIRE ON TALBOT
CONSTRUCTION DETAILS
LLJ_
DATE:03/ 1912021 =
FIELDBOOK: N/A
PAGE: NIA CL
DRAWING NO:
18615 U-)
SHEET: 17
OF: 19
R-407216