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MANHOLE. FRAME AND COVER
PER STD. PLAN 401-
I
ADJUSTMENT RINGS
AND MORTAR JOINTS �
SEE NOTE 5
� - 4" MIN TO
Q � 9
-� 12,E MAX.
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[OT S-
I STEPS Tea BE PQLrPRGPYLENE SAFETY STEPS
STEPS ARE TO EL IN PLACE BEFORE MANHOLE '=ECTIONS ARE INSTALLED.
E CASTJIAG SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED FRE_A5T CCNCRETE.
5. ADJUSTMENT OF THE CASTING T17 GRADE SHALL BE -ER STD PLAN l D6
TTI E USE OF SHIMS IS_PRQUDITED
6. SANITARY SEWED MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INC'•_UDING CHANNELING.
COATED (SEALED) WITH A HJCH SOLIDS URETHAI%IE CRATING; WASSER
M;-SHIELI7CGAT 100 OR APPROVED EQUAL; COLOR OF COATING SMALL BE WHITE.
i. RUJ EVER GASKETED ,JOINTS SHALL BE IN C[)ix1FGRIViANCE WITH ASTA•! C-443.
6. CHANNEL HEIR H7 SHALL BE A MINIMUM FjF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL
BOOTS OP ARPRCIVECr EQUAL
10. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAxWl-!M DF
12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAVED AREAS. O'OVEP MI.15T 5LOPE IN ALL CIRECIRDN ; TO MATCH PAVING.
L—Z'
g STD. PLAN! - 400.2
VAR)
PUBLIC WORKS SANITARY MANHOLE �V .
DEPARTMENT SHALLOW AZ 9/11/2419 I
Nksov DATE
ASBUILT SEWER NOTES AND DETAILS
OF
DALPA Y SHORT PLAT
A
PORTION OF
THE N.E. 1/4 OF THE S.E. 1/4 OF
SECTION
4, TOWNSHIP
23
N., RANGE 5
E., W.M. CITY OF RENTON, KING
COUNTY,
WASHINGTON
1 1 ASBUILT
SEAL WITH AR 4-000 DiR APPROVED
EQUAL AND DRY SAND AFTER
PATCHING
Mf}R ..r u
NOTE 3 AND SPECIAL PRONSONL
7-05.3( t ).
PAICHEO AREA
PLAN
NTS
13MCK5. SEE NOTE 4.
SECTIGN A_
-A
NOFES
1 REMOVE PAVEMENT AND BASF MATERIALS FOR A DISTANCE
WHICH IS EQUAL TO THE 01AMETER OF THE FRAME PLUS FOUR
FEET. ADJUST CASTING FRAMETO PAVEMENT SURFACE
USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN
400.1.
2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF W OF
CLASS'S* ASPHALT OR TO A DEPTH THAT IS 7 SIrLOHI THE
BOTTOM Of THE UPPER ADJUSTMENT RING WHICHEVER IS
GREATER OR AS APPROVED BY THE ENGINEER.
r_l
DEPTH OF CLASS "13"
ASPHALT TC BE 2' SELOW
BOT70M OF THE UPPER
ADJUSTMINT RING OR A
WINIMUM OF 8" WHICHEVER
15 GREATER-
3 . ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS,
BRICKS AND FRAME SHALL BE GROUTED.
4. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT
RINGS. BRICKS AND MORTAR ONLY. BRICKS S"k-L BE
STAGGERED TO CREATE A RUNNING BOND OR V2 BOND. THE
USE OF SHIMS IS PROMBrnM.
_ STD. Pl" - 400.4
{a
PUBLIC WORKS TYPICAL UTILITY COVER APPROVED:
*• �+ ADJUSTMENT FORaEpARTMENT PAVEMENT OR OVERLAY o ��
P,,..,.,•, DATE
REVISION
SURVEYED:
TSL
DESIGNED:
DSC
DRAWN:
DSC
EN 1 1 /19/21 DD CHECKED:
DD
BY DATE APPR APPROVED:
DD
SCALE:
N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
B[aLiHC1LkE - 3 PLC$
➢IA E.C. (SEE 1 _ T„i1_
I( R E�/ 1fI I''I
SEWER
COVER & FRAME
PLAN VIEW
COVER BOTTOM VIEW
L �Srlr7a I' r'35❑E ' BLT tALLEN HEAD)
F- PU.BbEP WASHER
a sr4r � 2 112,
IF22 ml I64mnj
TiF
COVER SECTION VIEW
26 lic" A!A
Ic73nn]
25 1/4` WA
[�41r�3
I I/1Ti'
lf'4' l6mrP DIA
NEDPP.ENE GASKET
6'
L1'72m ]
`8- f 2 3 3Y S' DIk CL OPEN
r lr.,rlr7'I [��r�r,rll
e, LIM
[694mnl
3s I.L.• 13IA
BOLTING DETAIL
L3mriI
L�ar~M] J
GASKET GROOVE DETAIL
F9e 7Mn-1 NI:;1 ES:
FRAME SECTION VIEW 1. ALL COWERS SHALL DE LOCK{ NC- UD PER EAST
)ORDAN IRON .WORk;S INC. No 37T7C'1 OR Efill-,AL
2. USE FRAME AND COVER FOR STOPM ['-.PEC1=
"DRAIN'' ON COVER), SANITARY (SPEr:Ir
"SEWER"). 014 WATER (SPEC'FY "WATEFApolkilk ;
5TO, PLAN - 401
• PUBLIC WORKS PPROVE[7:
DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019
PILI• DATE
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
• CITY OF
RENTON
Planning/Building/Public Works Dept.
R-409745
W-409707
11-19-21
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ASBUILT SEWER NOTES AND DETAILS
DALPAY SHORT PLAT
DALPAY PROPERTIES, LLC.
4033 N.E. SUNSET BOULEVARD
RENTON, WA 98059
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DATE:
1 1 /19/2021
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