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RAProiects \108(1
NW114, NE1A SEC_ 15, T. 23 N., R. 5 E_, W_M-
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W (SEE NC-J� OF PIPE ZONEBACKFILL MATERIAL (SEE NOTE 5) CONCRETE CLASS C Y VAA, 2 < _"+n_ ;e- VIN ;, .0 o V AR .A YAN -_L-D SAFE-Y SEE NOTE B) 0 A_. <. ff -at"��`v
G 5 A \ �A a",'X`iE 4A \, CL SEC"10lS FOUNDATON LEVEL
''� 4 " -r'AY\ g ®caG : _ �emJTIAe fCG� _ >•u,'• Si�v. T� 1 �/2 D s :8"
-<c_ CO^ .O -SC., '0\S or _- N- OR..ED R;CAS' `(CLASS A, DESIGN)
I s ,bra BaGCa.l- 5 AtA Eol�ua 3 �u;c-¢faw �+IER
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ALL -0.1Z S -.A-L BE . +CV at
SEW VA \. 0 c S' -A HAVE ALL HTRIOR HnOYC� NnT�,a:.
!•A \ D. -A NN N- COATED (SEALED) 6 5�'$7l@NG ffnF]n Yi FQ �F) 3P- m THE sGG�v0.,5 4Ci.YTT I,
W (SEE NOTE 4) LIMITS OF PIPE ZONE
5 -�, - iN MASS" VC iSr4 OR A "GOB EDUA -. BACK ILL MATERIAL �. Sic
L -N- ;,.. A ?•, �,_ .C: A.
COLOR OF A N SAL Iw sANlwTa mECa cn�a. Zm ;�E Ve�aL sEa ra -a+s.
'A '. ASS' AN< A N CONrow.ANCE (SEE NOTE 5) 6'
M Ac-L a PIPe wr eE ava,rnEl� a� sup A Vaa_R AS T. _+mTRE
\ -. - SAL' tr VNV::V OF 3/4 THE INSIDE BEDDING MATERIAL Vwn-nnm
D At Or •-E _ARGES P-" FOR RIGID PIPE C
0 VAN -D' S. ALL BE LADE USNG GPK (SEE NOTE 6)
A A . KO•r -N -T4_ '0 TE OR AP�40VE7 EQUAL. B �mc Fs.ca ts_ss�+
FOUNDATION LEVEL
A QA55 A QA4a 3 aw5. C QAG v QA55 r
MORTAR
RLLCT aN s .A .C. I .D. I ..
�I.O. (cuss B. D. D. DESIGN) A
VIN. , 5 M% , 24' MIN- 21 " BEDDING FOR RIGID PIPE :t MAX
MN i5 M.N. MIN 12a I.D.
C M 6D b I-W (SEE NOTE 4) LIMITS OF PIPE ZONE
a 1/ an :n
i
C A = <r AtM nza A < x e A � ` A: D/D EaZ . t
rtTCE R
i/8
5" BEDDING MATERIAL
PFOR FLEXIBLE PIE
SAKI TAR" VA.% _ _ sAIMMU MA>MU8 TIPrAL DEnm (SEE NOTE 7) F%P Z OD 1 . t aL. PaI011 9AIN-
I8L SEflM
FOUNDATON LEVEL CD
m`- "'e.'<• "y'°°�'-' - - w:' (CUSS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
DMG NNIE BFOB SP PACE. BD77 i ne0e � DIIC. TNIE: BIf18C SP PAGE 80T7
SANITARY MANHOLE TYPICAL DETAIL s PIPE BEDDING FOR SANCiARY SEWER
h.TS PLTS
MANHOLE PER
h.TS
UPPER UTILITY
CLEARANCE
LESS THAN 12'
0.s
POI YEFHYLENE TYP-
FOAM
LOWER UTILITY
o LOW CLEARANCE UTILITY CROSSING
PROPERTY LINE
s
6' -0"
FUTURE
e 6" BUILDING SEWER PIPE BUILDING SEWER
,F��
` ? I 2 ". 4" STUD SERVICE MARKER. PAINT UPPER
TEE W iH 6" SIDE OUTLET PORTION WHITE AND STENCIL ON SIDE
WORDING - SEWER' WITH 3" HIGH BLACK LETTERS.
~ AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE ' SEWER AND 13UILDING SEWER w EXTENDED TO THE TOP OF THE STUD.
O
a 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.
fi0" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, 01 PIPE AND Cl
PIPE SEWER MAINS ARE TO BE CORE DRILLED
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
O.00NING 25 � PNG� 0V0
V GO�CF 2X MIN SLOPE
6" SIDE OUTLET 'TEE
SEWER MAIN
6" MIN. SEWER HORIZONTAL
MAIN
CONCRETE BLOCKING ANGLE
OF ,cE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION SrANDARD 9IDS SEM IN9TAI3.9TroMi
(SEVER MAID TO PR FE M' LUM
N0- ADOPM
UNT c55 OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25' COVER AT PROPERTY � Im w t�
UNE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
9!®IID Pub
rase >La rz/as
_ - Eein°"'. __-__.. _.. "...^ DWG. NAME: BR39 SP PAGE:BO78
a STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
N.T.S.
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NEW 8"
SEWER
VC x CONC. MANHOLE
CUT OUT EXIST PIPE, MAKE
ADAPTER (PVC PIPE ONLY)
SMOOTH INVERT & CHANNEL
O ROUT
AFTER NEW LINE Is
ACCEPTED -
4
8r MINIMUM 1— °
_ z _
X
EISTING SEWER
CAST IN —PLACE CHANNEL &
SHELF
/-41 MANHOLE SASE FOR coNNECTION TO EX. SEWER
h.TS
UPPER UTILITY
CLEARANCE
LESS THAN 12'
0.s
POI YEFHYLENE TYP-
FOAM
LOWER UTILITY
o LOW CLEARANCE UTILITY CROSSING
PROPERTY LINE
s
6' -0"
FUTURE
e 6" BUILDING SEWER PIPE BUILDING SEWER
,F��
` ? I 2 ". 4" STUD SERVICE MARKER. PAINT UPPER
TEE W iH 6" SIDE OUTLET PORTION WHITE AND STENCIL ON SIDE
WORDING - SEWER' WITH 3" HIGH BLACK LETTERS.
~ AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE ' SEWER AND 13UILDING SEWER w EXTENDED TO THE TOP OF THE STUD.
O
a 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.
fi0" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, 01 PIPE AND Cl
PIPE SEWER MAINS ARE TO BE CORE DRILLED
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
O.00NING 25 � PNG� 0V0
V GO�CF 2X MIN SLOPE
6" SIDE OUTLET 'TEE
SEWER MAIN
6" MIN. SEWER HORIZONTAL
MAIN
CONCRETE BLOCKING ANGLE
OF ,cE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION SrANDARD 9IDS SEM IN9TAI3.9TroMi
(SEVER MAID TO PR FE M' LUM
N0- ADOPM
UNT c55 OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25' COVER AT PROPERTY � Im w t�
UNE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
9!®IID Pub
rase >La rz/as
_ - Eein°"'. __-__.. _.. "...^ DWG. NAME: BR39 SP PAGE:BO78
a STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
N.T.S.
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1
RECOMMENDED FOR APPROVAL
121
DATE 0&022/2001
By: Date:
By: Date:
°� No' 106402.04
5*33"07w
DWQ NO cu
By: Date:
FEET
By: Date:
19 OF 94
nwest) \002 -04 (West Coest) \dwg \sheets \fino[ \City of Renton \WC_utdt0l.dwg
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