HomeMy WebLinkAboutW-436311NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M.
co
QO
co
0
LU
I—
U)
LU
5
0
2
Z
0
I-
�
Q�■
LL
LU
I
�0
V )
01
3
vi
J
a
0
N
I
a`>
d
0
U
L
c
0
U
U
c
N
W
0
0
N
N
a
1=
0
3
0
a
Q>
DO
cn
rO
N
0
0
N
rn
rn
0)
oD
0
N
O
O
O
O
N
IV
W
.i
W
x
ti
E
E
a
CD
N
0
0
DocuSign Envelope ID 345B681 D-914F-4F2D-AB59-7C 192D3B78A3
5' 1
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD PLAN 401
ADJUSTMENT RINGS AND MORTAR JOINTS
SEE NOTE 3
FIRST STEP SHALL BE A MAXIMUM OF 18"
BELOW THE COVER
CONE (ECCENTRIC)
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
RUBBER GASKETED JOINTS SEE NOTE 5
IF REQUIRED, LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE - 'E'
SHELF AND CHANNEL SHALL BE
3000 PSI CONCRETE
PRECAST BASE SECTION
OR CAST IN SHELF
COMPACTED SUBGRADE WITH 6"
CRUSHED ROCK OR ADDITIONAL
MATERIAL SUITABLE TO
SUPPORT STRUCTURE
'A'
'B'
'C'
'D'
'E'
48 MH
48"
6" MIN.
5"MIN
24" MIN.
21" I D
54" MH
54"
8" MIN
5 5" MIN
24" MIN
24" 1 D
60" MH
60"
8" MIN
6" MIN
1 42" MIN
30" 1 D
NOTES.
1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478.
3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF SHIMS IS PROHIBITED,
4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIELDCOAT 100 OR
APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE
5 RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443
6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE
7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL
8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE AN AT -GRADE, MINIMUM 2'-WIDE CONCRETE RING POURED AROUND
THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING.
9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER
STD. PLAN - 400.1
M PUBLIC WORKS '°-mob
R
- DEPARTMENT STANDARD SANITARY MANHOLE Martin PastuCAQ� 26/202
DATE
SANITARY SEWER STANDARD MANHOLE
NTS
12:
DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOF8BBB7
S�OA N06I
NVUOr 1SV3
RE N T O�N1111
SEWER �������Q,
MAo� tN
COVER & FRAME
PLAN VIEW
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120°
APART ON 23 1/16" (586mm)
DIA B.C. (SEE DETAIL)
25" DIA._
C635mm] 1"
3/4"25mm]
C19mm7
8 3/4" 2 1/2"
-- [222mm] [64mm]
TYP
COVER SECTION VIEW
26 112" DIA
[673mm]
25 1/4" DIA
C641mmI
1/4" (6mm) DIA C27mm]
NEOPRENE GASKET
f 6
[151 mm]
5/8" 23 3/8" DIA CL OPEN
116mm] 1594mm]
27 5/16" DIA
C694mm]
34 1/8" DIA
COVER BOTTOM VIEW
BLT SOC. (ALLEN HEAD)
5/8"-11 X 1.5 SS
RUBBER WASHER
BOLTING DETAIL
1/4"
1 1/16"
C6mm]
C27mm]
C3mm]
[R3mm]
GASKET GROOVE DETAIL
C867mm] NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER").
STD. PLAN - 401
V40
VPUBLIC WORKS PP" D:
DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019 1
Public WmYs Adminisnamr DATE
:12 PI
TESTING CONNECTION
POLYPIG STATION PER STD PLAN 300.7
(1) VERTICAL CROSS (MJxFL)
(1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
(1) BLIND FLANGE ON BOTTOM
(1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY
WITH TEMPORARY THRUST BLOCKING
�10+�
WATER MAIN
EXISTING TEE, CAP, PLUG,
OR DEAD END LINE,
DO NOT DISTURB BLOCKING
PUBLIC WORKS
DEPARTMENT
NEW DI WATER MAIN
TEMPORARY BLOCKING
FINAL CONNECTION
UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING,
AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING
AND TEMPORARY BLOW -OFF ASSEMBLIES
FINAL CONNECTION (BY CITY FORCES)
(1) DI SPOOL
(1) LONG BODY DI SLEEVE (MJ)
NEW DI WATER MAIN
NOTES:
1. ALL CONNECTIONS TO EXISTING WATER MAINS WILL BE CONDUCTED BY CITY FORCES AS
SPECIFIED IN SECTION 5-14.2 OF THE CITY OF RENTON WATER UTILITY CONSTRUCTION
STANDARDS
2. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE AND FROM DI TO Cl PIPE WITH
SAME OUTSIDE DIAMETER
3. LONG BARREL COUPLING FOR CONNECTION FROM DI TO Cl PIPE WITH DIFFERENT O.D. AND
FROM DI TO AC OR TO STEEL PIPE
STD. PLAN - 300.4
CONNECTION TO WATER MAIN APPROVED:
EXISTING TEE OR END LINE CAP I
DATE
CONNECTION TO WATERMAIN
MANHOLE FRAME AND COVER 2 EXISTING TEE OR END LINE CAP 3
NTS - NTS C7.10,`C7.12,, C7.13
V
w-43631 1 s-43631 1
S. IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WATER UTILITY DEVELOPMENT ENGINEERING
Jq)ff �Valdez 12/18/2025 '_� HBray 12/31/2025
• Call 811
39847 1601 5th Avenue, Suite 1600
• • two business days �o�, �ECISTEg�� 4 Seattle, WA 98101 WASTEWATER UTILITY
before you dig SSIONAL E��l 206.622s822
www.kpff.com jStowell 01 /02/2026
12/09/2025
SURVEYED:
SCALE. DATE:
HORIZONTAL HAD 1983/1991 CITY OF SOLERA TOWNHOMES 05/30/202,
2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL JSF 12/8/2025 JSF DESIGNED:MDR 2842 NE SUNSET B LV D FIELDBOOK:
/ / DRAWN: RAG RENTON RENTON, WA 98056 WING NO:
1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL JSF 08 31 2025 JSF
0 CIVIL CONSTRUCTION PERMIT MDR 05/27/2024 JSF CHECKED:
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept. C7.20
IF NOT ONE ISEWER & WATER DETAILS NCH
NO. REVISION BY DATE AP P R APPROVED:S F SCALE ACCORDINGLY SH�40 OF. 55
co
ti
cM
O
O
Ln
N
U