HomeMy WebLinkAboutS-407203Q)
NATIVE S01
TO 909' RI
W (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5)
FOUNDATION LEVEL
LIMITS OF PIPE ZONE
l�
D. OF PIPE
6„
BEDDING FOR SANITARY SEWER °IPE
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 OR PEA GRAVEL.
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
% — PUBLIC WORKS PIPE BEDDING Avn oVED.
�-[� DEPARTMENT FOR SANITARY SEWERS a
i.r,van DATE
ROCK WALL DETAIL
N.T.S.
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • issaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. ■ Cie Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax. (509) 674-7419
17nrle OR KEYSTONE
C WALL AS NOTED
IRATED PIPE AT
... IF NEEDED
rya
�EX. SEWER MAIN
PROPERTY LINE
NGTH AS NEEDED)
?
I
+
ER STUBS
FUTURE 4" SIDE SEWER
F'*�SEWER
I
/%2"x
4" STUD MARKING POST PAINTED
N TEE X 5" TEE
6' CAP J
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
�I
------------------------
----r
BEND AS -
REQUIRED
`EXISTING SANITARY
I SEWER MAIN ,,.. wu q OPE
`6" SEWER STUB
SEWER MAIN SIZE X 6" TEE
6'X6-X6" SURFACE CLEANOUT PATH 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
k PLUG (OR APPROVED EQUAL)
�\-FUTURE 4" SIDE SEWER
B"Xfi"X6' WYE FUTURE 6"x 4" REDUCER
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNLQ31ONS TO EXISIING 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 EOUAL).
C. PVC & G900 PVC MAIN - CUT IN NEW TEL USING RIGID COUPLINGS OR CORE-DRILLEO 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 -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
3000 PSI MIXCONCREM
BLOCKING
a
/ GEC 2% MIN SLOPE
L . HORRON TAL
6" TEE
5" MIN. SEWER SEWER MAIN
MAIN
CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER
OF TEE AT MgI[{ BETWEEN 25' AKD 45'
NOTIF 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. WHCHEVER IS LOWER.
STANDARD SIDE SEWER STD. PLAN -4M.1
4 PUBLIC WORKS
URIN5TALLATION
U1` DEPARTMENT O
"El 4 1
vamor (SEWER MAIN TO PROPERTY LINE)
csy.'
�L
PROPOSED 15'
PRIVATE STORM STA 30+82.50\
EASEMENT END CONCRETE
REC # DRNEWAY BEGIN
GRAVEL ACCESS ROAD
SECTION PER STD
234.5 (SHEET 19)
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LO 15 L 14 T 13
J. - 1 20 , 7 5 F. 11, 820 S. F.
• /
R=25' \
I' O
TW=139.0 '. 4� 15' I
BW=13ZO '
TAX PARCEL
I . • 312305-9022
TW=138.0
BW=13ZO VAULT ACCESS I
TURN
R=25'OPEN SPACEI TREERETENTION/ II
STORMWATER
13,109 S.F.
� � I
/ N �
w
TW=438.0 I I I LOT 1
BW=137.0 RENTONSHORT
PLAT
CD
/ #39979
- - ROPOSE ' PUBLI RE/C. NO. 8005139001
• EWER �NT
/ \ N8853'06"W
1' •. 15' I PUBLIC SEWER
EASEMENT TAX PARCEL
REd.# I 512305-9091
VAULT ACCESS TURNAROUND
SCALE = 1" = 20'
L� SELECT B4C,l'PiLL
-.a Sj�' T/0VV
NOTE:
1. STANOARDNONUMENT CASE AND COVER,WASHINGTOK -STATE DEPARTMENT OF HIGHWAYS
1976.
2. THE -CASTINGS SHALL BE GRAY -IRON CASTINGS, ASTN'OESIGNATION-A-48, CLASS Q.
THE,,COVER AND_SE111 SHALC.BE-MCNINFO'SO. AS. TO HAVE PERFECT CONTACT
AR110IMTHE ENTIRE CIRMFERENCE•:AND FULVIWIOTH OF BEARING SURFACE.
3. WHEN THE'NONUMW CASE ANO.COVER-ARE PLACED IN CONCRETE PAVEMENT, A CEMENT
CONCRETE -BASE WILL-PDT'SE NECESSARY,
4. SEE CITY OF'RENTON SUPPLEMMAL SPECIFICATION SECTION 7-03.3(l) FOR
ADJUSTMENTS TO BRAIN:.
D.
�F WAS SURVEYED: SCALE:
SDM N T S HORIZONTAL NAD 1983/1991
co DESIGNED:
EDM
DRAWN:
39374 TLK
-ISTAT FULL SOME
�g� � �� 1 AS-BUILTS EDM 03119121 SDM CHECKED: EDM ONE INCH DATUM
F NOT ONE INCH
S�IDNAL ISCALE ACCORDINGLYNO. REVISION BY DATE APPR APPROVED:
03/19/2021 NEM
Monument Case & Cever
Al OPTED
CITY OF,PINT014
_ • STANDARD PLANS
'Q"ON LST DATE :1-Feb-89
DWO NAME: HR-04 SP PAGE: 11031
Know what's below.
Call before you dig.
CITY OF
RENTON
Planning/Building/Public Works Dept.
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
SAPPHIRE ON TALBOT
CONSTRUCTION DETAILS
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DATE:
0311912021
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CA_
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FIELDBDOK: N/A
PACE: NIA
DRAWING NO:
18615
SHEEN 17OF: 19
R-407216