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MANHOLE FRAME AND COVER
SEE STD, PLAN 401
ADJUSTMENT RINGS (2- Wk.)
SEE NOTE 6
MORTAR J04NT(S) (3/8" MIN,)
SEE NOTE 5
CONE (ECCENTRIC)
P"JIBBER GASKETED JOINTS IN
ACCORDAINCE W.TH, ASTM C-443
STEPS - --TOL'rTIROPYLENE STEEPS
I CONCRETE RISER BY PIPE INC_
OR APPROVED EQUAL,
LXDDER -POCYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX, PIPE SIZE - 'E'
CONCREIE SHELF
PRECAST BASE SECTION,
OR CAST IN SHELF.
NO T -70 SCALE
c, D
48' MH 48" 6' MINI S"MiN 24' MIN. ?I D.
L.2:11_Pay t 54- 8" MIN, 15,5' MIN. 2' MIN, 24" 1, D,
60' MH 6 V,
42- MIN, 30'
STEPS TO Of POLYPROP'Y1,17NE, SAS CPS.
2, STEPS ARE TO BE IN PLACE BEFORE
FORE VANHOLE SECT04S ARE INSTALLED,
1 CASTING SHALL BE PER STO, P� AN, 40111,
4. MANHOLE SECTIONS TO BE OF PRECAST CONCRETIE.
S. ALL JOINTS BETWEEN TIAE CONE, ';� -, BRICKS AND CASTING SHA� BE GROUTED,
6� AD,IuS'"MENT OF THE CASTING TO �11'�'A,_-,'L""',H&'�L BE ACCOMPLISHED WTH A COMBINATION OF
ADJUSTMENT RINGS, 9RtCKS AND MCAAR QN,,k,_Y BP",S SHALL BE STAGGERED TV CREATE A RUNNING
BOND OR 112 BONG, P
7. SANITARY S,'WE'R Alj,a ALI, INTERIOR SURFACES, INCLUDING CHANNELING,
COATE-') UIPF.THANE COAlINC; WASSFR MC AROSHIFLO OR
APPROVEC Ku - 14: COLOR OF COATI*,-, ;-BALL BE WITE.
a RLIFIRER '_�ASKE_rtf) JOINTS SHALL BE iN CONFORMANCE WTH ASTM C-443,
9 , CHANNiEL PIE 5G;4" SHALL BE A MINNUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE,
i()CON
NF-TIOTn NS MANHOLE SHALL BE MADE, USING GPK ADAPTOR, KKR-N-SEAL, BOOTS OR
,�PPR,GloTD EOOA4,.
1, 1N UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMVM OF 6' AND A MAXIMUM OF 12'
ABOVE FINIS14ED GRACE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE,
IN PAV`ED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING,
PI_*,BLiC WOS RK -SM. FUN — 400.1
STA14DARD SA141TARY MANHOLE
DEPARTMENT
SEPTEMBER, 2011
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120'
APART ON F3 1/16(586mm)
DIA RC- (SEE.DETAIT
L)
RE N T 0 IN
0
SEWER
COVER & FRAME
PLAN VIEW
2t
DIA
1/21
Tua
COVER SECTION VIEW
26 112'
1673mmJ
25 1/4' DIA
C64 1prql
1 1/16'
,,,A
127mm]
NLOPRENE GASKET
23 3/8, DIA CIL DP&N_j
27 5/16' DIA
34 1/8' DIA
FRAME SECTION VIEW
PV'BLJC WORKS
DEPARTMENT
w
(3N RLT SOC, kALLEN HEAD)
5/81-11 x 15 SIT
RUBBER "WASHER
V4'
GASKET GROOVE DETAIL
qaXal_
1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717CI OR EQUAL.
2, USE 'FRAME AND COVER FOR STORM (SPECIFY
"DRAIN ON C0VFR',`, SANITARY 'SPECIFY
"SEWFR-), ,,-)R- 'WATER (SPECIFY ..WATER" ).
SM. KAN � 4010
MANN40LE FRAME AND COVER
A PORTION OF THE NW 1/4, SE 1/4, SECTION 9, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
0
27460
RECORD DRAWING
90
. .....
m
48LF
446F-, 81
III
m
+
0
01
11005i mmr.0
Ilmmm
✓E I 1 1 F_rll
CHANNE
I
5.19%
SS@S= 4.35%
T
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
RESPONSI13ILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIGi 811
RECORD DRAWING
INFORMATION ADDED BY
or
'GEODIMENSIONS, INC.
REPRESENTS THE RESULTS OF A SURVEY
CONDUCTED IN AUGUST, 2015
55MH#l, IYFL 1-4b SSMH#2, TYPE 2-48"
STA, 40+40.13, 5.0' LT. STA. 42+42.0, 5.0' LT.
RIM=499.26 400.15 RIM=492.84 402.98
CENTER OF CENTER' OF
IF=-AQ;3.-26 8' T) IE-396.84 OUT) CHANNEL
OU CHANNEL 8:: ELEV=396.2,3
IE=394.36 8' IN ELEV=393.70 1 E =-396-.GG, 6 IN)
PIERCE AVENUE NE
- ------------ ------- ---- ----------
:+ ,SEWER
ry SEWER
(A Cn (D TOP OF 2
OP OF 2 (4 STUB ELEVATIO
0)
ELEVATION =401.00 0 e�
0\
MIN. FF ELEV.=402.0 MIN, FF ELEV.=402.0
DF 2
TOP kTIO
7
ai
Ll Ismelm jim j I L#J gom 1 gm alas ."T
m 10''
SE
11 4 WEIR
(A — P OF 2x STUB
(0 +
05,1 00 C i R_n ELEVATION=, 04.15
TOP OF 2x4 STUB
(3)
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END
OF ROAD
z
STA.
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Do
FL
405
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6
PIERCE AVENUE
NE
405
cr) 10
cn
(n
+1.28%
400
C-)i
C->i
400
PRbPOSED_67W,M_
1.26%
395
ZOI LF PVC
8
SSOS=.
395
SSMH#2, TYPE 2-48"?
R I M =AQ2-.84-
402.98 CENTER OF
390
. ......
IE-395.94,
8:1 OUT) CHANNEL
390
SSMH#1,,� TYPE
2-48'
IE-396.09
6 I-N) -ELEV=396.23
EX. SSMH
RIM=4G&.2-& 400.15
IE—ZQ4 2&, 8�OUT) CENTER OF
RIM=z399.;z2 399.75
IE=3191.161 8:OUT)
48LF
IE-393.361 8
CHANNEL
IN) ELEV=393.70'
IE=391.26 8" OW)
4647F,
8" PVC ,SSCS=4-45-
CENTER OF
5.19%00
CHANNEL' 40+''0'0'
41 +
42+00
ELEV=391.20
--1 SITE SURVEY & Mr6
DEMNE11.
DRD.L. OFFE, P.E.
AYM D.L. OFFE, RE.
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnck-. mm) 19m
HORIZONTAL: W 19MIlNI
DATUM
CITY OF
RENTON
Plannina/Building/Public Works Dept.
5-311 103
R-371I 10
G"NX,SCALE
0 15 30 60
I inch JO feet
RECOMMENDED FOR APPROVAL
Byl Date:
Byl Date;
By: Date:
Byl Datei
NE 7th NORTH PHASE 2 01/06/2015
SCOTT DONOGH HOMES, INC. REUMMK:
SANITARY SEWER PLAN & PROFILE DRAWING NO:
3518 NE 7th Street
OR 13
E YY EP
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