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Bt UFF
_ FORCE MAIN SS1IH -6 �' 38 LF 8- P 115'4 C900 ' �• LEGEND: 6
_ BLOCKING FOUND MONUMENT AS NOTED
,
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DESIGN BUILD _Ei- POWER POLE
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�, - ' - ++- _` - �_� % . > , •� No _ RIM 426. �M WATER VALVE
h $SMH -7 6'0 PVC E 414.38 ?"
f0 PRIVATE JOINT NO PARKII'(G' n. :. ' ` M WATER METER
19 +52.66 10.00 L
i v UnLITY ESMT. (TmM O 200X MIN �� (TYP•) ''96 +70.60 0.14 L ' 4�
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� STUB EL '444.65 EL 454.5 r F.F. EL. 151.0 F. EL 148.9 a v.. STUB EL 434.87 ° F,F. EL 441.1 `, F.F. 4.566
L 437.5 W SNB EL 42191 4 ! pL.._ ",/ . n R SANITARY SEWER MANHOLE
m S�l/B EL 444.37 STUB EL 441.37 STUB EL 441.13 STUB EL 43494 28 rRA T B
i[ < `, SNB EL 425.73 ¢ r -' _. [`,J GAS METER
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a
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4
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.. _ ♦� '• a. • _
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16 STUB EL 42460
460 0 ••.' I \ 4 F.F EL 4426 •I �Y I` / ! •c\. _. .. sv . SANITARY SEWER LINE
�� c 3;9"s q.t. 4,562 sq.(C__ _F.F.S ssart. 4,5621 sq. ft. `.. - 4,562 /t. 4,562�gJL 4,5 sq ft A I 436 'L / r� V - sr STORM LINE
�, F.F EL 456.0 STUB EL 452 N F.F. EL 14520 F.F EL 150.0 F. EL 448.0 F. F. EL 446.0 446. n . --
• STUB EL`456.57 STUB EL 45464 .60 < $TUB EL ;45222 1 .,._� .... ,� ...._..__. WATER LINE
STUB £L 44862 STUB EL 448.20 STUB E6 44465 y 0
I,` \ 4,56 I ' 450 448 � ' I TOM N E T ' A TY � h _ \� _ _
446 ! - r - c - -- GAS LINE
448 j -436 E R lF S T/ N
op 460 - 454 454. 448 �� F.F.5EL7446.7 (� l� TE a > `• -- °' - OVERHEAD POWER
462 >r 462 456 450 I ti 4 _ -
A 458 456 _ ti e m �' - >< OVERHEAD UnLITY
,� 4 �.m
_1450 STUB.. EL 44318 / 0 l a w rn > N °'� -_. -.` v�_a�m, EDGE OF__PAVEMENT
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URUTY L'S,MT. (TIP. SIGN TYR
UTILITY T C�
NO PARKING 6 60 \ ACT _
`I '� 1,OBOsq. R '�
18 ` < ;, (SERVING L67S TREE PRE" 5QTlO N TRAC
i I 5;223 sq. k;. 19 2T7 29 22 I .. \ °' 27 AND 28 sssB
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4,502 sq /t: 4,SD1 s (t. N q 4,500 s /L 23 24
F. F. EL 465.0 4 4,500 s .lt.`
I•!t I STUB EL 456.42 F.F. t.. 4636, F.F.`EL 462.7 F.F. EL. 461.6 F.F. EL 460.5 F EL 459.. 4500 sq R. 25, 26 aa4 'l
r STUB EL. 456.00 STUB EL. 45400 STUB EL 450.41 STUB £L 450.00, F.F. EL 459.0 F.F. EL 457.0 x; 4,500 sq. R. 4,979 sq. ft. 5 sq t .
STUB EL 416.44 STUB EL 446.00 STUB EL 444.00, F.F. EL 448.9 _ F.F. gELL. 4441 F.F. EL. eq.5.
]l� r 1 STUB EL 44200
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- - - -" �,�� { BY THERE IIEWING AGENCY aY
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S spI cO'$• 1 REVIEW COMMENTS 1 04.03.13 wx 5.22.13 LRJ scaVSrco: scut: vaxrTxx w.w ,sea BY mm
°y D.R. STRONG ws AS NOTED roarzC rtu wa ,em /,ea, 06 -28 -12
D CONSUL77NG ENGINEERS ° iexeC: �� CITY 0 E
ENGINEERS PLANNERS SURVEYORS °RAMT1
""` RENTON PIPER'S BLUFF ;� °
' 10604NE38thPL, #101 K/RKLAND,WA98033 NAK C "I E'"c_" - _. �jUM SANITARY SEWER PLAN
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0425827.3063 P425.827.2423 wsC "E°' I er u,LL su¢ I r`S10 vmM <drsti°ng.mm MN ccettopx1
Planning/Building/Public VOfks Dept.
NAL NO. REVISION BY DATE APPR
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RJ 14
CD, S-3 0?10 ( ,Q - N N N ITAT
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28 +5a41, 26f R
N 4'X8' C900 COUPLING
b 1 20 LF 8' PVC
l£ IN 460.7718" PVC
IF OUT 460.57 8' PVC
Cell 2 Working Days Before You
I
!I
N-
NE 114 SECTION 10, TOWNSHIP 23 N. RANGE 5 E, W.M.
Bt UFF
_ FORCE MAIN SS1IH -6 �' 38 LF 8- P 115'4 C900 ' �• LEGEND: 6
_ BLOCKING FOUND MONUMENT AS NOTED
,
8 L-4- C900 , CHAIN LINK fENCE OR
4 • g y_ - .528 LF 4 0900, - _ _... _ _ a;:. ti i, HANDRAIL I
-= �._. -I `, { O FOUND CORNER AS NOTED
- - I :
f�-{ a h.� , = ha` . ��- � aL . -_ ..I � - � SEWER UF7 STAnON . - ROAD SIGNACE
I' ,.: ; :: __ m R _ I• • _. . _ �:- °�' � e, w `�. SEE LIFT OR DET PLAN
� -;r r. ' ; -"� -.- ♦, -,.." r-TI� ^c- ; -.__ .. _... _ .. _. I . �. .� ` �_- - T\ >;,, . � - REPORT FOR DETAILS ., V YARD LIGHT
DESIGN BUILD _Ei- POWER POLE
1.. .,, •- - _ .. :A '.N __- _ _ �f - �� -:ir rn LIFTSTAnON FIRE HYDRANT
� c
.•� -__ MI _ >m 16 +611325004 RT. _
�, - ' - ++- _` - �_� % . > , •� No _ RIM 426. �M WATER VALVE
h $SMH -7 6'0 PVC E 414.38 ?"
f0 PRIVATE JOINT NO PARKII'(G' n. :. ' ` M WATER METER
19 +52.66 10.00 L
i v UnLITY ESMT. (TmM O 200X MIN �� (TYP•) ''96 +70.60 0.14 L ' 4�
(TyP,) 8 � / IRRIGA71ON CONTROL VALVE
a
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2 3 0 0 4 1` #, CATCH BASIN
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5,308 sq /t. 4,566 454. ' 4,566 451. v . F.F. L Ma 4,566 s . v., y F.F EL 436.3 � _ ft.
� STUB EL '444.65 EL 454.5 r F.F. EL. 151.0 F. EL 148.9 a v.. STUB EL 434.87 ° F,F. EL 441.1 `, F.F. 4.566
L 437.5 W SNB EL 42191 4 ! pL.._ ",/ . n R SANITARY SEWER MANHOLE
m S�l/B EL 444.37 STUB EL 441.37 STUB EL 441.13 STUB EL 43494 28 rRA T B
i[ < `, SNB EL 425.73 ¢ r -' _. [`,J GAS METER
16' VA
k UnLI TY ESMT
E Q - � -n
YARD LIGHT
440
DECIDUOUS
TREE Igo
LI
-0.. - : c r �•�'f EVERGREEN TREE
a- -- 4
ALLEY 'A" as a� �� aa- 492 -932 ii m /.;�.�.
a
• '- I -7 NG 0 WETLAND FLAG (A -1)
4
I till,
_. ♦ � .. .: � .: 4
STEEL, CAS/ ROCKERY
.. _ ♦� '• a. • _
.. h 4,55, so I 3q
16 STUB EL 42460
460 0 ••.' I \ 4 F.F EL 4426 •I �Y I` / ! •c\. _. .. sv . SANITARY SEWER LINE
�� c 3;9"s q.t. 4,562 sq.(C__ _F.F.S ssart. 4,5621 sq. ft. `.. - 4,562 /t. 4,562�gJL 4,5 sq ft A I 436 'L / r� V - sr STORM LINE
�, F.F EL 456.0 STUB EL 452 N F.F. EL 14520 F.F EL 150.0 F. EL 448.0 F. F. EL 446.0 446. n . --
• STUB EL`456.57 STUB EL 45464 .60 < $TUB EL ;45222 1 .,._� .... ,� ...._..__. WATER LINE
STUB £L 44862 STUB EL 448.20 STUB E6 44465 y 0
I,` \ 4,56 I ' 450 448 � ' I TOM N E T ' A TY � h _ \� _ _
446 ! - r - c - -- GAS LINE
448 j -436 E R lF S T/ N
op 460 - 454 454. 448 �� F.F.5EL7446.7 (� l� TE a > `• -- °' - OVERHEAD POWER
462 >r 462 456 450 I ti 4 _ -
A 458 456 _ ti e m �' - >< OVERHEAD UnLITY
,� 4 �.m
_1450 STUB.. EL 44318 / 0 l a w rn > N °'� -_. -.` v�_a�m, EDGE OF__PAVEMENT
\ 1+�Y
6' RRIVAIE ACCE n I 15 +05.51 6.06 w m ° ` N < ` -- _ - e - -- FENCE
A2,�.
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456 Cb I
10+85.09 4.00 R f0' PRIVATE JOINT { - iH 4 TRACT D
` - 14 +49.91 478 ` 20,' JOINT USE DRIVEWAY
URUTY L'S,MT. (TIP. SIGN TYR
UTILITY T C�
NO PARKING 6 60 \ ACT _
`I '� 1,OBOsq. R '�
18 ` < ;, (SERVING L67S TREE PRE" 5QTlO N TRAC
i I 5;223 sq. k;. 19 2T7 29 22 I .. \ °' 27 AND 28 sssB
I I
4,502 sq /t: 4,SD1 s (t. N q 4,500 s /L 23 24
F. F. EL 465.0 4 4,500 s .lt.`
I•!t I STUB EL 456.42 F.F. t.. 4636, F.F.`EL 462.7 F.F. EL. 461.6 F.F. EL 460.5 F EL 459.. 4500 sq R. 25, 26 aa4 'l
r STUB EL. 456.00 STUB EL. 45400 STUB EL 450.41 STUB £L 450.00, F.F. EL 459.0 F.F. EL 457.0 x; 4,500 sq. R. 4,979 sq. ft. 5 sq t .
STUB EL 416.44 STUB EL 446.00 STUB EL 444.00, F.F. EL 448.9 _ F.F. gELL. 4441 F.F. EL. eq.5.
]l� r 1 STUB EL 44200
r
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STUB EL 437.8 5. STUB EL:,43d 3 2`
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, I
452 48 , / l
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I
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I I I
. ( j NOF? -H
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6�8 10 I GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
I
Tga e IY J� ; ` - DRAWINGS NOT APPROVED
rti iJM =hF
r I,, ,,,gr:,c,L - - _ _ - - - • ,_e4, A E ` FOR CONSTRUCTION UNLESS RECOMMENDED
- J 4GR T e n {E C V Wig) f 'Vt; F&
' - - FOR
r \, S APPROVAL
- -
62if8'PVC -- I „ wI NE 19TH CT na - --
- - - -" �,�� { BY THERE IIEWING AGENCY aY
_
�q R. - -ss _ _
S spI cO'$• 1 REVIEW COMMENTS 1 04.03.13 wx 5.22.13 LRJ scaVSrco: scut: vaxrTxx w.w ,sea BY mm
°y D.R. STRONG ws AS NOTED roarzC rtu wa ,em /,ea, 06 -28 -12
D CONSUL77NG ENGINEERS ° iexeC: �� CITY 0 E
ENGINEERS PLANNERS SURVEYORS °RAMT1
""` RENTON PIPER'S BLUFF ;� °
' 10604NE38thPL, #101 K/RKLAND,WA98033 NAK C "I E'"c_" - _. �jUM SANITARY SEWER PLAN
stn ejy®
0425827.3063 P425.827.2423 wsC "E°' I er u,LL su¢ I r`S10 vmM <drsti°ng.mm MN ccettopx1
Planning/Building/Public VOfks Dept.
NAL NO. REVISION BY DATE APPR
V;
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PIPER'S BL UFF
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10+20 10 +80 11 +40 12 +00 12 +60 13 +20 13 +80 14 +40 15 +00 15 +60 16 +20 16 +80 17 +40
D. R. STRONG
D D S CONSUL7ING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
10604 NE 38M PL, #101 KIRKLAND,, WA 98033
0425.8213063 F425.827.2423
www.Nmtrz F .win F'O.
REVISION
5- 368102
GRAPHIC SCALE
0 15 30 60
t INCH = 30 FT.
HORIZONTAL
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1 INCH = 10 FT.
VERTICAL
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PIPERS BLUFF
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NE 114 SECTION 10, TOWNSHIP 23 N, RANGE 5 E, W.M.
PIPER'S BL UFF
18 +00 18 +60 19 +20 19 +80 20 +40 21 +00 21 +60
5- 368103
DRAWINGS GV,TPAIC SCALE
. APPROVED
FOR CONSTRUCTION UNLESS RECOMMENIM:
HORIZONTAL e FOR APPROVA
0 5 10 20 STAMPED OR SIGNED APPROVED
BY THE REVIEWING AGENCY
VERTICAL
-
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CONSUL nNG ENGINEERS NNC PIPER'S BLUFF " ""°°°°
D ENGINEERS PLANNERS SURVEYORS �`"N RENT 0 N
S SANITARY SEWER PROFILE
70604 NE 3BMPL, 063 KIRKLAND, WA 98033 axe Ixw
0425.82L3063 F425B272423 cxcc.eolAN Ir xm oxe I�xcx Planning/Building/Public W0rk5 Dept.
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SANITARY SEWER BEDDING MATERIAL FOR
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4
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GO
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1, PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7 -08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS"
AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATONS OR PEA GRAVEL
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2 -09.4 OF THE
STANDARD SPECIFICATIONS.
U PUBLIC TWWOR FOR SANITARY SEWERS SM. PLAN - 405
OCTOBER 2012
Cal 2 Wor"V Days Before You Dig
1- 800 - 424 -5555
Utilities Underground Location Center
0D,Lir,ND,OR,WA)
NE 114 SECTION 10, TOWNSHIP 23 N, RANGE 5 E, W.M.
PIPER'S BL UFF
6' SEE
MANHOLE PRAAN E40D COVER
24' .... ADJUSTMENT RINGS (2' MIN.)
12" MAX. - SEE NOTE 6
MORTAR JONT(S) (3 /8' MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C -443
c'
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
7' MIN.
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
12 ( LADDER - POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE -'E'
CONCRETE SHELF
1%
L PRECAST BASE SECTION
OR CAST IN SHELF.
'B'
T NOT TO SCALE ji
NOTES:
1. 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.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASHING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND, THE USE OF SHIMS IS PROHIRITFD.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNEUNG,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR
APPROVED EQUAL; COLOR OF COALING SHALL BE WHITE.
B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM 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.
0 BID. PLAN - 400.1
40 PUBLIC WORKS STANDARD SANITARY MANHOLE
DEPARTMENT
SEPTEMBER 2011
6" BUILDING SEWER PIPE
WTiH 6" SIDE OUTIET
�ROPERTY LINE
3 -D
SLI IN
- UIL01_C 6EWER
LB "XB "%6" WYE \2 " 4" STUD MARKING POST PAMTEE
SURFACE CLEANOUT WITH Wi111E WITH ME MM(D "SEWER" S1EN
CAST IRON RING & COVER IN 3 HIGH BEACH LETMRS AND #6
g (EAST JORDAN IRON WORKS MAPPED AROUND THE STUD AND
P975 OR APPROVED EQUAL EXTENDED TO THE TOP OF THE STUD
a SPECIFY "SEWER" ON ❑D,
SEE SID. PLAN 403.1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
ONES ARE AS FOLLOWS:
A, 'MIRED GUY MAIN - CUT IN A NEW ME USING FLEXIBLE
COUPUNGS (FERNCD OR APPROVED EQUAL).
B. CONCRETE MAIN - CORE- DRILLEO W11H A ROMAC SADDLE (OR
APPROVED EQUAL).
C. PVC MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW ME USING RIGID COUPLINGS
D. DUCTILE IROU MAIN - CORE - DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTOR - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOOK -OUTS OR THE
STRUCTURE SHALL BE CORE- DRILLED.
60' ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE. �yt
13:5 MIX a
CONCRETE }
BLOCKING YIPMVN 15
6" SIDE OUTLET TEE
SEWER
6" MIN, MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
Ft FVATION
IRA
/ y PNXPTNG
a , ciioc e
_ CON 2K MIN SLOPE
HORIZONTAL
SEWER MAIN
TYPICAL S1DE SEWER ELEVATION
Nom:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
a PUBLIC WORKS STANDARD SIDE SEWER BID. PLAN 406.1
DEPARTMENT INSTALLATION
' �O (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011
D.R. STRONG
DCONSUL PLAN ENGINEERS
ENGINEERS PLANNERS SURVEYORS
10604 NE 3881 PL, #101 KIRKLAND, WA 98033
0425.827.3063 F425. 82 7 2423
ovmomimng.cnm FNO
SEAL WITH AR 4000 OR
APPROVED EQUAL AND DRY
SAND AFTER PATCHING
PATCHED AREA
A A
COVER
PLAN
NTS
�1 0 "OUTSIDE DIA.�1' -0" FII AS APPROVED BY "
T
4" CONCRETE
SECTION A -A
NOTES,
REMOVE PAVEMENT AND BASE MATEPoPIS FOR A DISTANCE
WHICH 5 EQUAL TO ME DIAMETER OF THE FRAME PLUS TWO FEET.
ADJUST CASTING FRAME To PAVEMENT SURFACE USNG RISER RINGS OR
CONCRETE BLOCKS PER SM. PLAN 400.1.
REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH
CLASS 3000 CONCRETE (3/4). HNISH PAVEMENT SURFACE
WIN Y OF ASPHALT CUSS "B" SIT AS APPROVED BY
THE SIMMER.
0 TYPICAL UTILITY COVER am. PLAN - 400.4
gg®® PUBLIC WORKS ADJUSTMENT FOR
elm DEPARTMENT PAVEMENT OR OVERLAY DECEMBER 2010
d
Grout adjusting rings inside, outside Manhole Frame and Cover
and between. Grout under casting. per the Standard Detail.
Locate as shown an plan.
H % Minimum requirement
E for adjustment shall be
r (2) - 4" rings.
12 f W ye.L
.. -r Eccentric cone.
I' section below cone
is required.
Copolymer Polypropylene i.
Plastic Steps & Ladder.
per the Standard Detoil.
Locate as shown "
on plan view below. J Confined 0 -ring rubber
gasket joints and butyl
Provide grout at knock -out sealant strips (typ.)
Provide sand collar for PVC
VIFe \
n dope 3/8' /its
Poured in place Class 4000
cement concrete base.
rrAAA14
^'r"�P8 gravel bedding per
ELEVATION the Specifications.
oundation gravel per the
Specifications, if required.
Notes:
1. Marker posts may be required in
easements.
EBgineer�u csM NORTNSHORE UTILITY DISTRICT Z
Manager nPK STANDARD SEWER DETAILS O wll
:ttMPO.a91wXo
'HOLES - 3 PLCS
ALLY SPACED 120'
IT ON 23 I /16' (586mm)
B.L. (SEE DETAIL)
srxE ACCOROIxcLr
- RE N
SEWER
COVER BOTTOM VIEW
COVER &FRAME
PLAN VIEW
25' DIP. (3> BLT SDC. (ALLEN HEAD)
[635nN rr 1' S / 8' -l1 X 1.5 SS
3/4' �25n ^T \ RUBBER MASHER
C19nn] \
� 6 3/4' 2 I /2'
ICI- [222nn] [64nn]
TYP
COVER SECTION VIEW
EON BOLTING DETAIL
26 3/2' DIA
[673mmI
[641nn] 1 1 /16' 1 1/16'
DIA
[27mN [6nmT r 127rn3
1 /4' t61v,1 J.
NEOPRENE GASKET
115 2.N]
[3nN
_I 1 /e•
23 3/8' DIA CL OPEN [R3mm1
C594mn1 � GASKET GROOVE DETAIL
27 5/16' DIA
Ltlb /mml 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 ").
�
IF BID. PLAN -401
e � PUBLIC
WORKS MANHOLE FRAME AND COVER
,= DEPARTMENT
d O_ DECEMBER 2008 CITY OF
elwcn la E Anw.Ta wRncN: HANG I966
piIZOM.LL : WL IBBI /1991
aLSr.NED: AS NOTED X
R E N T O N
NAVE 1 ox6 lxcx � DENY
cxccaED: Ar Fa uSCA¢n� Plan ning/Buiding/Pubic Works Dept.
ALAI Ir xor axE Ixcx
REVISION BY DATE APPR APPeaU
5- 368105
DRAWINGS NOT APPROVED
FOR CONSTRUCTION UNLESS
STAMPED OR SIGNED APPROVED
BY THE REVIEWING AGENCY
PIPER'S BLUFF
SANITARY SEWER DETAILS
CU
5 -3G BSI OS
RECOMMENDED
FOR APPROVAL
RY
BY
BY
08 -28 -12
fIE1JRWM
PAGE
'A
'B'
'C'
'D'
'E'
48" MH
48"
6" MIN.
5 "MIN
24" MIN.
21" L0.
54" MP
54"
B" MIN.
5.5" MIN.
24" MIN.
24" I.O.
60" MH
60"
B" MIN.
6" MIN.
42" MIN.
30" I.O.
6" BUILDING SEWER PIPE
WTiH 6" SIDE OUTIET
�ROPERTY LINE
3 -D
SLI IN
- UIL01_C 6EWER
LB "XB "%6" WYE \2 " 4" STUD MARKING POST PAMTEE
SURFACE CLEANOUT WITH Wi111E WITH ME MM(D "SEWER" S1EN
CAST IRON RING & COVER IN 3 HIGH BEACH LETMRS AND #6
g (EAST JORDAN IRON WORKS MAPPED AROUND THE STUD AND
P975 OR APPROVED EQUAL EXTENDED TO THE TOP OF THE STUD
a SPECIFY "SEWER" ON ❑D,
SEE SID. PLAN 403.1 FOR
INSTALLATION)
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
ONES ARE AS FOLLOWS:
A, 'MIRED GUY MAIN - CUT IN A NEW ME USING FLEXIBLE
COUPUNGS (FERNCD OR APPROVED EQUAL).
B. CONCRETE MAIN - CORE- DRILLEO W11H A ROMAC SADDLE (OR
APPROVED EQUAL).
C. PVC MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED
EQUAL) OR CUT IN A NEW ME USING RIGID COUPLINGS
D. DUCTILE IROU MAIN - CORE - DRILLED WITH A ROMAC SADDLE (OR
APPROVED EQUAL)
E. MANHOLE CONNECTOR - ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOOK -OUTS OR THE
STRUCTURE SHALL BE CORE- DRILLED.
60' ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE. �yt
13:5 MIX a
CONCRETE }
BLOCKING YIPMVN 15
6" SIDE OUTLET TEE
SEWER
6" MIN, MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
Ft FVATION
IRA
/ y PNXPTNG
a , ciioc e
_ CON 2K MIN SLOPE
HORIZONTAL
SEWER MAIN
TYPICAL S1DE SEWER ELEVATION
Nom:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
a PUBLIC WORKS STANDARD SIDE SEWER BID. PLAN 406.1
DEPARTMENT INSTALLATION
' �O (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011
D.R. STRONG
DCONSUL PLAN ENGINEERS
ENGINEERS PLANNERS SURVEYORS
10604 NE 3881 PL, #101 KIRKLAND, WA 98033
0425.827.3063 F425. 82 7 2423
ovmomimng.cnm FNO
SEAL WITH AR 4000 OR
APPROVED EQUAL AND DRY
SAND AFTER PATCHING
PATCHED AREA
A A
COVER
PLAN
NTS
�1 0 "OUTSIDE DIA.�1' -0" FII AS APPROVED BY "
T
4" CONCRETE
SECTION A -A
NOTES,
REMOVE PAVEMENT AND BASE MATEPoPIS FOR A DISTANCE
WHICH 5 EQUAL TO ME DIAMETER OF THE FRAME PLUS TWO FEET.
ADJUST CASTING FRAME To PAVEMENT SURFACE USNG RISER RINGS OR
CONCRETE BLOCKS PER SM. PLAN 400.1.
REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH
CLASS 3000 CONCRETE (3/4). HNISH PAVEMENT SURFACE
WIN Y OF ASPHALT CUSS "B" SIT AS APPROVED BY
THE SIMMER.
0 TYPICAL UTILITY COVER am. PLAN - 400.4
gg®® PUBLIC WORKS ADJUSTMENT FOR
elm DEPARTMENT PAVEMENT OR OVERLAY DECEMBER 2010
d
Grout adjusting rings inside, outside Manhole Frame and Cover
and between. Grout under casting. per the Standard Detail.
Locate as shown an plan.
H % Minimum requirement
E for adjustment shall be
r (2) - 4" rings.
12 f W ye.L
.. -r Eccentric cone.
I' section below cone
is required.
Copolymer Polypropylene i.
Plastic Steps & Ladder.
per the Standard Detoil.
Locate as shown "
on plan view below. J Confined 0 -ring rubber
gasket joints and butyl
Provide grout at knock -out sealant strips (typ.)
Provide sand collar for PVC
VIFe \
n dope 3/8' /its
Poured in place Class 4000
cement concrete base.
rrAAA14
^'r"�P8 gravel bedding per
ELEVATION the Specifications.
oundation gravel per the
Specifications, if required.
Notes:
1. Marker posts may be required in
easements.
EBgineer�u csM NORTNSHORE UTILITY DISTRICT Z
Manager nPK STANDARD SEWER DETAILS O wll
:ttMPO.a91wXo
'HOLES - 3 PLCS
ALLY SPACED 120'
IT ON 23 I /16' (586mm)
B.L. (SEE DETAIL)
srxE ACCOROIxcLr
- RE N
SEWER
COVER BOTTOM VIEW
COVER &FRAME
PLAN VIEW
25' DIP. (3> BLT SDC. (ALLEN HEAD)
[635nN rr 1' S / 8' -l1 X 1.5 SS
3/4' �25n ^T \ RUBBER MASHER
C19nn] \
� 6 3/4' 2 I /2'
ICI- [222nn] [64nn]
TYP
COVER SECTION VIEW
EON BOLTING DETAIL
26 3/2' DIA
[673mmI
[641nn] 1 1 /16' 1 1/16'
DIA
[27mN [6nmT r 127rn3
1 /4' t61v,1 J.
NEOPRENE GASKET
115 2.N]
[3nN
_I 1 /e•
23 3/8' DIA CL OPEN [R3mm1
C594mn1 � GASKET GROOVE DETAIL
27 5/16' DIA
Ltlb /mml 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 ").
�
IF BID. PLAN -401
e � PUBLIC
WORKS MANHOLE FRAME AND COVER
,= DEPARTMENT
d O_ DECEMBER 2008 CITY OF
elwcn la E Anw.Ta wRncN: HANG I966
piIZOM.LL : WL IBBI /1991
aLSr.NED: AS NOTED X
R E N T O N
NAVE 1 ox6 lxcx � DENY
cxccaED: Ar Fa uSCA¢n� Plan ning/Buiding/Pubic Works Dept.
ALAI Ir xor axE Ixcx
REVISION BY DATE APPR APPeaU
5- 368105
DRAWINGS NOT APPROVED
FOR CONSTRUCTION UNLESS
STAMPED OR SIGNED APPROVED
BY THE REVIEWING AGENCY
PIPER'S BLUFF
SANITARY SEWER DETAILS
CU
5 -3G BSI OS
RECOMMENDED
FOR APPROVAL
RY
BY
BY
08 -28 -12
fIE1JRWM
PAGE