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- - MANHOLE FRAME AND COVER
S'
SEE STD. PLAN 407
24 """- ADJUSTMENT RINGS (2- MIN.)
12" MAX. `- SEE NOTE 6
�' _--- MORTAR JpNT(S) (3/8" MIN.)
SEE NOTE 5
-- -- CONE (ECCENTRIC)
-
'------- RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
'C'
/- STEPS - POLYPROPYLENE STEPS
E SHALL BE INCLUDED
7' MIN.
CONCRETE RISER BY PPE INC-,
OR APPROVED EQUAL.
12" (TYP i
LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO
T / MANHOLE
i
MAX. PIPE SIZE - 'E'
CONCRETE SHELF
• PRECAST BASE SECTION
�- OR CAST IN SHELF.
.B.
',CA,_
NOT TO
0
. 46�MH 48" 6 MIN 1 5 MIPJ 24 M N 21 D
54" MN 54" t 8 MIN S MIN 24 MA, '� 2A 0
60" MH i 60 8 MIN. _ 6 MIN. 42 M N 30 O. ,
' STEPS TO BE POLYPROPYLENE SAFETY STEPS
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD PLAN 401,
4 MANHOLE SECTIONS TO BE: OF REINFORCED PRECAST CONCRETE.
AL.BETWEEN - N "NTSwEE THE CONE RISER RINGS BRICKS AND BE GROUTED.
ADJUSTMENT ACCOMPLISHEDWITH
WITH A COMBINATION OF
6. ADJUSTMENT OF THE CASTING .D GRADE SHALL BE ACKS
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, BR1fj(5 SHALL BE STAGGERED 70 CREATE d RUNNING
SHALL B CREATE
BOND OR 1112 BOND. 7HF ' I OF ��IMG G Pgg)lylg0•
7, SANITARY SEWER MANHCI.ES SHALL HAVE A1. ?NTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-AROSHIELD OR
APPROVED EQUAL; COLOR Of COATING SHALL BE WHITE.
S RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE W1TN ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DQME7FR OF THE LARGEST PIPE.
'.0 C-ONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOFI-N-$EAt. 800TS OR
APPROVED EOJAL.
11. IN UNIMPROVED AREAS. MANHOLES SHALL EXTEND A MINIMVM OF 6- AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING
" STD. PLAN - 400.)
•® PUBLIC WORKS
STANDARD SANITARY MANHOLE
• ST
DEPARTMENT
N " SEPTEMBER 'LOI1
/ Boi"THOLES - 3 RLCS
( EOLiALLY SPACED 120-
�" APART ON 23 1/16' (566n�i
DIA B.C. (SEE DETAIL)
RE N TON"
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SEWER a
Nk y/
COVER BOTTOM VIEW
COVER & FRAME
PLAN VIEW
r 2S' IDEA.
L635nm3 7^ (3 T SOD. (A11„EN HEAD)
S! 55
is �I''Sn^T
RUBBERX AS
-[19va17 BBEWASHER
rYR
COVER SECTION VIEW
EON BOLTING DETAIL
26 1/2' DIA
E673mn3
25 va• n[A
(; 1 1 1/76• i/4-
t /-1/4' (6rv) DIA L27mm7 r i27mm7
II / NEOPRE:NE: GASKET
- 6. I/8'
3!e• DIA C
It6m)J 5IA , OPEN_ GASKET GROOVE DETAIL
�23
. 27 5/16' DIA__-,
€694MMI
34 1/9' DIA
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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"�..
PUBLIC4'. S. PLAN 401
IEPA RTMENTMENT - MANHOLE FRAME AND COVER ---- ------
DEPARTMENT
DECEMBER 2008
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
A PORTION OF THE NW 114, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
i4%
274W _
01
RECORD DRAWING
MONROE AVE. NORTH
INTVX MONUMENT
FOUND TACK & LEAD
IN MONUMENT CASE
STA. 10+00, NE 7TH STREET
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RIM=399.72- 399.75 CENTER OF
IE=391.16 8"(OUT} CHANN
8"(NEW
ELEV=3 1,20
• �a I
�UAC 3 A h,()9113900p03
F,E
48LF 5.19%
/ STA. 40+40.� 13,5.0' LT. a`
RIM=490.26 400.15
IE=393.28 8"(OUT) CENTER OF
IE=3933Fr, 8" IN) CHANNEL
ELEV=393.70 7.5'
_ - -, PIERCE AVENUE NE
- - _
NS
FO
s
95
E44
, AL LPIW
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EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DID 811
RECORD DRAWING
INFORMATION ADDED BY
GEODIMENSIONS, INC.
REPRESENTS THE RESULTS OF A SURVEY
CONDUCTED IN AUGUST, 2015
SSMH 2, TYPE 2-48" 1
STA. 42+42.0, 5.0 LT.
RIM=492.84 402.98 CENTER OF
IE-395.844 8"(OUT) CHANNEL
I
znc nn E=moo 6 IN
ELEV-396.23
_
!IE=398$
rn m�SE ER m `10'
II ��
W ^' SEWER I CA Co TOP OF 2 4 STUB "� TOP OF 2x' STUB
91 O TOP OF 2}C4 STUB �° ELEVATI0 403.05 0�0 +
0 ELEVATIO�rNNJJ 401.00 6 L o A� ELEVATI0N=404.15
MIN/-+4 ELEV.=402.0 MIN. FF ELEV.=402.0 MIN. FF ELEV.=404A�'
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
SEWER I
TOP OF 2x4 STUB �!
ELEVATION=403.20
MIN. FF ELEV.=404.0
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PROPOSED 6" WM
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395
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i2a2a , s" PVC
ssc�s=
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SSMH 2 TYPE 2-48"
---
RIM=48244-
402.98 CENTER OF
390
IE=4,
8"(OUT) CHANNEL
390
SSMH 1 TYPE
2-48"
IE-996.09
6"(I.N) ELEV=396.23
RIM=499 P9 400.15
EX. SSMH
IE-z�a, 8"
IE=�9 6, 8"�IN)
OUT) CENTER OF
CHANNEL
E=391.16 8'(OUT)
48LF
ELEV 3.70
IE-4-6 8"(NEW)
8" PVC SS®S=43§%-
CENTER OF
5.19%
CHANNEL 40+00
41 +00
42+00
SITE SURVEY & MAPPING
D.L. OFFE, P.E.
• ORAwII:
D.L. OFFE, P.E.
i K@
6/2015 N0. REVISION BY DATE APPR .>PwvD.
VEAIG1l: NWD im
SCALE "°R¢°"F", FINDNIS;Iipwl CITY OF
RENTON
7_ "� DATUM
AT FLLLstl4E Planning/Building/Public Works Dept.
IF NOT ONE INCH
9CME AODOIQXNOLY
S=377103
R=3771 10
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
RECOMMENDED FOR APPROVAL
Byi Date,
Byl Datel
By, Date,
By, Date,
NE 7th NORTH PHASE 2 01/06/2015
FFEELMOI
SCOTT DONOGH HOMES, INC. r. M
PAGE
SANITARY SEWER PLAN & PROFILE
3518 NE 7th Street
SIiET: 8 °F` 13
SEWER
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