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J'c'�JING DETAIL
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NEW DA. WATERLINE
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TAPPING TEF_fWWxF1j
POLYPIGGINC
TAPPING f' A'_ VALVF (FI_ XMJ) ON TOP WITH 2" TAP AND 2' PLAJG
TEMPORARY PLUQ (MJ) WTH 2—INCH ON RC?TiC
AND 2—INCH FA,0W—,0,-- ASSEMISLY 2TAP & 2" EILCIW—OFE
C014CRE TE BLOCKI*G
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FINAL COININECTION DETAIL
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T NEW DA, 40,E R UWE
AVTER ALL BY POLYPiC PR1c_5S';,+'t
AND DISINFEf F
AND CONNECT fALVE 0,1' NJ) sP�-,o, "i
Fit NAL N�
NOTES.,
1. TAPPNC TEES SHAU 19f,
OF CAIZI
'NU. TP-_
LPDX�(—CDATEV S!
AND VAINES SHAi,
21 NO SIZF 0 �:,j 1E
LEAST 2" SMAATR
I NO WET TAP ON' AS'BES
L; 31
C WET-TAPPINC, ''� - - I I "': " � CcI
SPEER TAP OR -3,JP0,110k,
51 CONTRACTOR $HALL PO"Ci(Y,_c -K`,a';)NTAL A i D Vf
ALIGNMENT OF EYISTMG 1,11�v _U;� S �iI_ STAIRT ,,E IEW
LINE AT IHE SAME HOR17031 J f.;..
5 f US
FO, VILI PERFONAL CONNECTICIN 'FROM
P!�__ VALVSLEE\rt AND 11L SPML
wD. PLO 30.1
CONNECTION TO WATER MAIN WITH
TAPPING TEE & VALVE
AllaG
WADTIR MAIti IF ADDMONAL ADJJ", lfvlE NT IS
T REQUIRED, NP,;_.� 1�1,OSE
11-1/4' BEND 45' BEND S;
NIPPLE ANP 1'1_2` 9 S�,REWED
[AT THIS PGHr,�I- _IELD LOCATE PLASTIC METER BOX IN
2`
PL A*X * OR CAST !RON BOX IN PAVED
L OR CONCRETE AREAS,
SE NIPPLE
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A,
77 T
CAP 91
Ow
Ow
_-Pt REQUIPF-0
CONCRETE BLOCKING
THRUST s_eCx AyIN(,' APEA IN 'AXIAR�' 17ET (SEE �,,QTESS) FOR HORIZONTAL AWD 00ANWARD A&_RTX,'At, fJ,N0,
------------------ ------ -A
FIRM SH T OR
COMPACT SAND CO-NItIACT SAW3 rR�`A_t,
SPAY SAW I
J
I IT 4' 1 9(r 1 8FwD 90, 4_,-49-ND
JU i-AP OR PLUG & 22 112- ep", ! ' - RfND E _",R �jr ICAP CR PIL 1/2' T [GAP
---- ---jJ
--- �
&4 2
------- ---- - .. I ......
TFD ON 3W F';! Tt',7 PRF 'HAN
" MIN FOR WATERVAIN '2"
1 MAX OF r4RUSTI.
; &-,OCK I) `F TRENCH
R46 PIM,
IRON VALVE
E L CILYMPI'u r. GROU11-40 UNIC" CONCRETE SIDEWALK
MAXj—
X
REGULAR BASE SEC",TION
FITF14 GTF 7 10
2" RESILIENT SEA TED
5 _n
N T (,HOSE)
2 1 ' /2 S
CA TE VALVE, SCREWED
AND 2 1/2"
— ---------
CAP WITI-�" GASKET
2" GALVANNI , 1, j
$
'I-, AN D 2" CAP 2'x2"x7' IT.
ty
2" CLOSE MPPLE BEWTIEEEN T E
2" NIP_:�LE
TkNEc-N CAP* OR PIJ G m\
MOOK MAAIW�
AND 90- ELBOW-
77
AREA RErM fO Tk
FACE Of BLOCK MEASURED At i`. 90' F LROW"
M SQUARE FqT
2' 090' ELBOW
4 MIL IHYj r"I 16, MAX,
NOTES;
j�: COVER ',")VEP. 'Oil SHrl_)
('JiT HOLE FOR PIPE
1. LOCATGN AW, SIZE OF -M-MR THAN AM[! -f-IR, SGIL TrPES,
*FERENT THAN SHOWN 6F f I i NGIN F
2, ALL BUY-ANO %iALL BEfl NAT116 CU, .,I`,AVFt_ PA:":, I-
3. ALL PCIRt"D FHWST BLOCK"I _IiA;,a BAC,I 11j; ; N, AN -,I P.7,0,N� J
bR*_
-HAI L OCCUP A51ER CON':
4- ALL BLOCKING SHALL BE CONI`?zTE ELEVAT110N
5- BLOCrINC;7 lkcjAMNIST FITTIING' 51-P-L. 3fA,9 AGAIN'S- :I- 11 C-AlEATEST F�- RNG SURFACE AREA
MSSIBLE, PUI SHILL NOT COVI�R OR ENCLOSLE BL�L EKrS� ON! COLTS OR 6LANDS
REASONAELL ACC�SS TU 801- 1 S AND GLANDS SRAu BE- �-ROVIDFP.
CONCRETE BLOCKING FOR STDPLAN 3W.2
HORIZONTAL AND DOWNWARD
SM. PLAN 3-40,1
VERTICAL BENDS KIARCII -�?,DIO Pjz �!,
2" O BLW-OFF
PERMANENT ASSEMBLY
MANHOLE FRAME AND COVER
6 SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.) LINE
24' 6.11 —RECESSED
12" MAX] SEE NOTE 6 LIFT POCKET
MMIN.) DORTAR NT(S) (3/0
SEE NOTE 5
o F�JTURE
BUILDING SEWER
11 N.C. SOCKET HD 2- 0" {5" aNI-DING SFWFR PIPE
(ECCENTRIC) 2" AC.
RUBBER GASKETEO JOINTS IN x SCREW 1 X4* LONG
ACCORDANCE NTH ASTM C-443 (BRONZE OR SS,)
';"x 4� S1;_;D MARKNI� POS' PAINTED
\-T 6" SIDE OUTLET WHITE OPI `T4 THE WORD 'SEWER' ISTEiCH E15'
WITH �_CWW WII-
SURFACE f WJ'Pi
2* RAISED PADS IN 3" BLACK LETTERS AND #6 WFF
U ly CAS'! IRON RING & COVER
as WRAPPED !,RDUND 7'HF STUO AND
a- (EAS�J jORDIAN IRON WORKS
_j E-J, EXTENDE10 TO THE I)p OF T E 5�70_
STEPS - POLYPROP' 'ENE STEPS 29'75 OR APPfROVEDEQUAi -
SHALL BE INCLUDED
f SPE"'IFY _SEWFR` ON LID,
CONCRETE SEE STD. PLAN' 40.5A FOR
s�D 'Z�E�W_F_AND EA&DINjG_SEWF FALLABON,
7' MIN. CLASS 3000 SAND OR INS
EXPANDABLE
FOAM ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
CONCRETE RISER BY PIPE INC., LINES ARE AS FOLLOWS:
OR APPROVED EQUAL. 12 Y4'
WATER TIGHT A, VITWIED CLAY MAIN - DTI A NEW SECTION OF SEWER MAIN NTH
14" PLUG A NEW TEE USING FLEXIS COUPLINGS
(FERNC0 OR APPROVED EQUAL),
12-" (TYP"I
LADDER -POLYPROPYLENE
2---1 V. S. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN V41M
SHALL BF_ ATTA04ED TO MANHOLE T A NEW TEE USING FLEXIBLE COUPLINGS
(FERNC0 OR APPROVED EQUAL),
MAX PIPE SIZE - 'E'
2- CPVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS.
CONCRETE SHELF 4& TILE " MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR
% X" J\4 D, DUC APPROVED EQUAL)
44
PRECAST BASE SECTION 2� E, MANHOLE CONNECTKIN - ALL CONNECTIONS TO MANHOLES SHALL BE
IIR AT MANUFACTURED KNOCK -OUTS OR THE
OR CAST IN SHELF.
STRUCTURE SHALL BE CORE-DRIILLED.
"B'
T
12 Y4 60" ALLOWABLE MAX, NOT TO SCALE 14,
Al FOR CAST IRON I.
OR DUCTILE IRON PIPE
'A' 5. 9 'C' 'D'
CAST IRON RjNG AND PIPE MATERIAL AS SPMMD 1: 3� 5 MIX
I —4e -9 H 4IEI' 6 MIN. 5"MIN 24' MIW 121" 1-0. BY THE ENGINEER CONCRETE
5�: MH 54' 8" MIN. 5.5" MIN. 24" I.D. BLOCKING
60*, MT 60" 8" MIN, 6' MJN� 42" MIW 30" LD, m
5 MI X
CRETE W 376002
ING
WK
27. M!t!_SLOP`E
HORIZONTAL
ID OUTLET I
t STEPS TO BE POLYPROPYLENE SAFETY STEPS. 6" SIDE OUTLET TEE
2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD, PLAN 401, SEWER
4� MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE, 6" MIN., MAIN SEWER MAIN
5, ALL JOINTS BETWEEN THE CONE, RJSER RINGS, BRICKS AND CASTING SHALL 13E GROUTED. 45- (1/8) BEND
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING QONCRETEE BLCE TYPIQAL. SUE SEER_ 1LEYATIDA
BOND OR 1 /2 BOND. OF TEE AT MAIN QYFJ� 2tj
• SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, ELE\�ATION,
COATED (SEALED) VIRTH, A HIGH SOLIDS URETHANE COATING, WASSER MC--AROSHIELD OR NQIE5;
APPROVED EQUAL; COLOR OF COATING SHAL " BE WHITE
• RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-441 1, S' AND 6' CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. 4041t.
9CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF Ti; LARGEST PIPE. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. NOTE
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
APPROVED EQUAL, 2. IN UNIMPROVED AREAS, POUR A 1'-0' THICK, 2'-0' SQUARE A MINIMUM, 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER CITY OF RENTON
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAAMUM OF 12' CONCRETE, CLASS 3000, PAD AROUND TW_ RING AND COVER. THAN THE LOWEST HOUSE ELEVATION, W�cHEVER IS LOWER
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPF IN ALL DIRECTIONS TO MATCH PAVING- APPROVED BY. DATE:
8". PLAN - 400.1 SM. PLAN 4o3.1 OVED BY. DATE:
PUBTIC WORKS PUBLIC WORKS 8 OR 6 INC14 CLEAN -OUT APPR
STANDARD SANITAKY MA14HOLUE STD. PLAN 400.1
DEPARTMENT DEPARTMENT FOR SANITARY SEWER MAJUS STANDARD SIDE SEWER
L SEPTEMBER 2011 SEPTEMBER 2011 PUBLIC WORKS INSTALLATION APPROVED BY: DATE.
DEPARTMEM
(SEWER MAIN TO PROPERTY LINE) JANUARY 2013 APPROVED BY: DATE:
r%7 SURYUM. SCAM- MAW_*
VERTr-4- NAVD 1980 BLAKEY TOWNHOMES 12-3-13
LITCHFIELD ENGINEERING 4 REVISED PER CITY COMMENTS KAL 9-5-14 KAL DMKMED: NTS HMZOWAL- WD 1983/1991 CITY OF
KAL 604 M O R R I S AVENUES FIELI)B":
Call 2 Working Days Before You Dig o 29476 3 REVISED PER CITY COMMENTS KAL 7-21-14 KAL I ML PAGE: 81ST AVENUE NE WAMMI: REN TON IST KirklandWashington 98034 ONE IN
, 2 REVISED PER CITY COMMENTS KAL 4-1-14 KAL KAL GH RENTON, WA 98055 DPAWING NO:
I 4300424m5555 ONAL 1 SUBMITTED TO CLIENT KAL h 2-3-131 KAL CHECKED: AT FULL SCALE--d DATUM Planning/Building/Public Works Dept.
Utilities Underground Location Center (425) 821-5038 FAX (425) 821-5739 KAL IF WT ONE *XH
(lD,MT,ND,0R,WA) STAMP NOT VALID NO. REVISION BY DATE APPR APPROvED: SQkZ ACCORDW.LY %Nrr- 7 0' 7
� TTATTr000WXTrlfl AX�nA� I I KAL WATER & SEWER DETAILS & NOTES
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