HomeMy WebLinkAboutS-4097020
N
z
U
c)
U
n
Ln
0
CD
CV
CD
CV
CV
N
E
0
0
cn
cn
I
00
00
c
N
00
00
/
CD
CD
CD
uj
z
J �
MANHOLF. FRAME AND COVER
PER STD PLAN 401-
AD,JOSSTMENT RINGS
AND hh )fRTAR JOINTS
SEE P40TE 5
Mill To
2` MAX-
I
� � T
x
p
R q 9 v
a c'
P � y
9 aV A ❑
❑ � q❑ � q b O
r t
V R . V❑
p �
v 4 �
I] T 5;
1- STEPS TO BE PDLYPROPYLENE SAFETY STEPS-
7- STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL HE PER STD. PLAN 401.
4. MANHOLE SE,CIONS TC BE OF REINFORCED PREC,A`IT CONCRETE.
5. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 1DG.
TIC USE OF HIMS IS PRC1H]B+TELL_
6. SANITARY SEINER MANHOLES SHALL HAVE ALL INTERIOP SLIPFACE . INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WA,SEER
IAA'"—SHIELDCGAT I(j0 OR APPROVED E4l1AL; COLDR OF COAIING SHALL ICE VYHITE-
7. RIBBER GASKETE:T, JQIN'15 SHALL RE IN CONFORMANCE +N1TH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE-
0 0-lH*JE'7Wl1,IS TO MANH-II_F SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL
&_ -•- _ = i =-PPD EL' E -1 AL
IU, 1i,; 'L1,IIIVPR3- EO fARL-AS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OR
124' AEIOVE FINISHED GRADE OR MOST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS
POURED AT GRADE. IN PAvED AREAS, COVED MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
�g STD. PLAN! - 400.2
PU BUC WORKS SANITARY MANHOLE APPR�VT.
19 DEPARTMENT SHALLOW GAZ 9/1i/2019
RATE
SEWER NOTES AND DETAILS
OF
DALPAY SHORT PLAT
A
PORTION OF
THE N.E. 1/4 OF THE S.E. 1/4 OF
SECTION
47 TOWNSHIP
23
N., RANGE 5
E., W.M. CITY OF RENTON, KING
COUNTY,
WASHINGTON
A
SEAL WITH AR 4-000 OR APPROVED
EQUAL AND DRY SAND AFTER
PATCHING
2'-4
MORTAR JOINTS} (3/8- M;N.) SEE
MOTE 3 AND SPECIAL PRO14SON
7-05.3( t )-
rAICHED AREA
l2
PLAN
NTS
DIA.--4 .
DEPTH OF CLASS *W
ASPHALT T4 BE 2' BELOW
BOTTOM OF THE UPPER
ADJUSTMENT RING OR A
MINIMUM OF 8" M+CHEVER
IS GREATER.
ADJUSTMENT RING (1' MIN,) OR
BRICKS. SEE NOTE 4.
SECTION A —A
NOTES
1 REMOVE PAVEMENT AND BASE MATrERIALS FOR A DYSTANCE 3. ALL JOINTS BETWEEN THE CONE, AMWSTMENT RINGS,
WHICH IS EQUAL TO THE 01AMETER OF THE FRAME PLUS POUR BRICKS AND FRAME SHALL BE GROUTED.
FEET. ADJUST CASTING FRAMETO PAVEMENT SURFACE
USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 4. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
400.1. ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT
RINGS. BRICKS AND MORTAR ONLY. BRICKS SHALL BE
2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8` OF STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND- THE
CLASS "B" ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE USE 4F SHIMS ITS PROMBITE.O.
BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS
GREATER OR AS APPROVED BY THE ENGINEER.
SM. PLAN - 400.4
{i PUBLIC WORKS UTILITY COVER APPROVER:
ADJUSTMENT FOR
DEPARTMENT MENT PAVEMENT OR OVERLAY fl ��
Haas u�wr.... DATE
2 PER COR COMMENTS DATED 6/8/20 DC
1 PER COR COMMENTS DATED 10/31/19 DC
NO. REVISION BY
SURVEYED:
TSL
DESIGNED:
DSC
6/10/20
DD
DIN: DSC
12/2/19
DD
CHECKED:
DD
DATE
APPR
APPROVED:
DD
SCALE:
Mll-'rHOLES — 3 PLCS
Er;II.IpLLY �F�=EII 1�1;•
APAP T ON 1 r 1h' c 58Crn
DIA D.E r`-E-E DETAIL+
r
EI
S EWE
COVER & FRAME
PLAN VIEW
25' D1A,
1635r-iml I`
3/4' L { •
_I IE22mnl 164nml
T iF
COVER SECTION VIEW
2.E- ]/--' I]TA
[ E Trrl
25 1/4' DIA
rG4tmrF.i 1 1/16-'
— I.. LGmrr} DIA E27r�rr]
NEQPRENE GASKET
6"
� 1.152 riml
1
afa' [ 1 CL OPEN
27 5/16' DIA
US941 ml
34 1/8' DIA
COVER BOTTOM VIEW
B L T SOC. (AI-LED
51s"-11 x 1.5 S5
RUBREF WASHER
BOLTING DETAIL
rGmm1
L S*Im]
n7
GASKET GROOVE DETAIL
C867mM] NOTES:
FRAME SECTION VIEW 1- ALL COVER SHALL BE LOCKING Llro PER F�'ZT
JORDAN IRON WORKS INC. No 135717CI CIF .
2. USE FRAME AND COVER FOR STORM (SPEu I
"DRAIN" ON COVER), SANJTARY (SPE-^,IF Y
''SEWER"). OR WATER (SPECIF'f "WATEF
STD. PLAN - 401
'~ PUBLIC WORKS
DEPARTMENT MANHOLE FRAME AND COVED GAZ 9/11/2019 �
P.ecc�— DATC
VERTICAL, NAVD 1988
N/A HORIZONTAL, NAD 1983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CITY OF
RENTON
Planning/Building/Public Works Dept.
R-409518
42009
F6'/STE��
SloNA L ECG
9-21-20
V
E
8
•
i
d
�
t
.=
�
O
V)
A�A
ii
C
W
cN
O
M
ul
C
Q
00
r-4
M
—
C:
Q
t
Lr)
�
a...;
N
/c��
W
O
V
�
(3)c`�I
Y
o
"t
r
S-409702�
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WASTEWATER UTILITY
Ann Fowler 11 /13/2020 ,-1 � wl a ro
DEVELOPMENT ENGINEERING c
Nathan Janders 11 /12/2020
SEWER NOTES AND DETAILS
DALPAY SHORT PLAT
DALPAY PROPERTIES, LLC.
4033 N.E. SUNSET BOULEVARD
RENTON, WA 98059
NNE
C
O
DATE:
^
6/18/19
V)
FIELDBOOK:
PAGE:
DRAWING NO:
/1
I�
uj
SHEET:C16OF:
18
A
op