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SE 1/4, SW 1/4, 5 SEC., T23.N., R° 5
Connection Detail
NTS
GPK GASKETED TRANSITION COUPLING CONC X
' MANHOLE ADAPTER �(ROMAC OR APPROVED EQUAL)
,,-EX 8' CONCRETE
O
W
m
1a }oo y
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`8' PVC STUB AS NEEDED
MAINTAIN
TO CONNECT TO SSMH #1 EX SLOPE
BUILDING FOOTPRINT -
\ \ r
\ MIN FFE 41.0
\ MIN FEE; 6.0 STA 14+19, 34 LT
\ \ b \ IE CONNECTION145.66 A E i nl i
= IE 0 P/L 45 3344,50070
6' SIDE SEW STUB J 54-' M e 'g
- \ TO PROPERTY uLJNE
o PER CDR STD , LAN BR39 STA 14 +84, 26.6 T
\ , \ ti i " I SEE DETAIL 0 .SHEET SS -4 SHALLOW MANHO COLLAR TYPE
1, £s z : - 1 112.70' MIN 2.0% PER COR STD P N BR37
_ " : _ \ L= 31.88' - sr = D= 04'10'49° ( SEE DETAL ON SHEET SS -3
t 3i.66'
i D =01''0'27° D= 01'10'57° _ _ -k - '— - _
1 - -� L= 144.3fi D= 05.21'16" +'-" i LF 8' PV(; / /:
1, - R= 754470 LF 8° PVN..C" -mw
........ J /•t9LF
1\ 130 LF,1tE
SiR ""i1Gt1F -- p ins f ? --
}
w - - ---- = - - -� r 14 +00 " -- --- 1St ;
13 +oD 28
N
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Sam - ---;ri.
CI98nWlt � IX STREET LIGHT
z _-- - - - STA 14+31, -23.8' LT I T v1 r - ---
PT� PER COR STD PLAN BW18B LSIDE SEWER TEE
Lake T SEE DETAIL ON SHEET SS -3 CONNECTION (TYP) PER COR PAVEMENT PATCH (TYP)
W/ 2'X A' CONC PAD PER COR STD PLAN HR 23
cFC ncren (1N SHFfT SS -�
NT
PVC
PIPE
STA 15+
�
IE CONNE
LYd4if?
V SIDE
B TO PRO
PER COR
MIN 2.0%
55
50
45
40
35
30
25 ... . :. .. .. ....:...... ...:.........: .
• C eked for Compliance to City Standards/
/I�Pr7Q '7� (? -a-x
Ww►� -J� -3d �'G
E., W°M.
Shoulder Restoration Detail ��\ J. p
UD ENGINEERING, PLLC J
4' TOPSOIL TYPE B 7936 SEWARD PARK AVENUE S.
0 4' WIDE SHOULDER MATCH IX GRADE (TYP) SEATTLE, WASHINGTON 98118
o OR HATCH IX GRAVEL PH: 206.725.1211 FAX: 206.725.1211 NALGO •25'
EXPIRES 5/16/2006
4' COMPACTED DEPTH) NOTES' I ` _ 20 0 10 20 40
CRUSHED SURFACING 1• PROTECTION AND RESTORATION
BASE COURSE SHALL BE IN ACCORDANCE WITH
TRENCH RESTORATION 1- 07:16 CM OF REMON
PER CAR STANDARDS SUPPLEMENTAL SPECIFICATIONS SCSI@ 1 '020
FOR THE 1996 STANDARD 1
SEWER PIPE (IYP Q SPECIFCATIONS: Legend
SEE PROFILE DEPTHS DR 2. ALL TRENCH RESTORATION SHALL t7�< - - EX CONTOUR (INDEX) 4° CLEANOUT
BE PER THE CURRENT CITY OF -
RENTON TRENCH RESTORATION' AND EX CONTOUR SIDE SEWER
STREET OVERLAP REQUIREMENTS - /-
- - - — PROPERTY LINE \ \\\ SEWER MAIN
MANHOLE
8C. T10 3764 SHOULDER ABOVE FLOW FLOW DIRECTION
SEE DETAIL ABOVE - C900 PIPE
SEWER SfU -- - - x rn/va HORIZONTAL SEPARATIONSTO WATER LINE
PERTY LINE alb IS LESS THAN 10 FEET AND VERTICAL ALL SEWER MANHOLES IN NONE PAVED
S@ PLAN BR37 STA 16+32, 19:4 L SEPARATION IS LESS THAN 18 INCHES AREAS MOM 1 -.FOOT MIN
DE�AI�.ON_SH€LT- - SHALLOW MANHOLE CO TYPE B CLEARAVL't CONCRETE SQUARE COLLAR
- --- -- -PER"IX)tiW STD PLAN BR37
SEE DETAIL`ON SHEET SS-3 EX STREET LIGHT
"Sr AW .W 8819' 644 Manhole
-, 4.;.20 —i ___ } /2ms
= r s r .¢ , 9 STA 17 +67, 22.6 LT
= rte• s e ' 2 —I SHALLOW MANHOLE COLLAR TYPE 8
`1 PER CDR StD PLAN BR37
-- -- ________ s CONTRACTOR TO EXPOSE
- _ SEE DETAIL ON SHEET SS -3 AND VERIFY ELEVATION, SLOPE
_— CONNECT TO IX PIPE
- -- ' "" AND LOCATION OFEXISBNG
STUB PRIOR TO CONSTRUCTION
46 uF
- -- -
C9
16 +_00 `{ --- 3'6�• 2.68% z-- _ i"5
- 16 5b
/ __-i-
17 +50
ER
s`(Itj 11 r_.
N: 93.9
931.6 ffi 1
cr
- Stu -Af
.. AA"Jefllft
fyRJW Gs FZOMlNE=19.38'
.......... ........ .... ......... ...... .
..... ... ............
_ m
NNW
IX GROUND 6 C/L OF EX PIKE ACROSS ROADWAY
.. ..: . ".
EX GROUND *:C /L OF PIPE 3
... .
..._ .
.::. .
... .i €
36
LF
PVC ® o. _
_
83F4 :Cleanout `
`CONNECTION : t
tx sum nunHa�� .
1+31 23.8 LT
_ S
SE DETAIL ABOVE 1
� R
IE 45.74 (8° S)"(f:g °
°../C A
A4D,}1X777.iB.
...... ....... .
...... ` % ............ ..... ..
'. .
_ .... ............... .
....... ...�.:..... .......... g
54' Manhole -
-
- '
STA- '14 +$4, 26.6 LT' -
- -
'
PER:COR STD PLAN DR37
RIM Ht q'8.25 -
- -
35
...... ........IE.4$89.f8 S�.y�:n ...... - ...... .
..... . :..... ................. P
Pv .. ...
STA 16 +32 19 4 LT
®_�
t A ". )
PER 0.7 STD ALAN BR37 I
IX ffwEe aiaE
A t
RIM €
30
off: 7 i L3E0 (.OERTIPY . _ E
M.99- F
... y
y
THE A G F __R F A "E 5 N WORK PERFORMEED IN ACCQR� : CE
SEPARATION IS LESS'THAN i8 INCHES I
IE�gg1 (8 N 30 b+2
6"I -N CAF: t. r,AL..Y ACCEFT " � ONAt $tiP...EY PRACTICE. WE MAKE NO �
� � � � .
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EX IE3 Bi:!, (E° W)
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30.5
L17 & L AS-IB U I LT NOTES;
✓ - ¢wwsr, 1•) FV= FieldVerlfe( iH�r+•�ation
DALE G. OARS P.L.S. L. 19635
;.) LF'Pip4; -Om ctiein L %n earFeeT` Kennydale Cafe Sewer Extension 01 -25 -05
t� K+easu�e�lron� centeree.+ter ofsruGteS 1322 Lake Washington Blvd
SAD'.ER /BARNARD and ASSOC., Inc. " i• fII"�0
92715 VALLEY AVENUE E., SUITE "B" 1�
S53)82t WASHINGTON 135 (88)941 9$300 January Sealer Extension SS-2
(253) $Z6 8135 {$8$) 949 -959Ei y
11- 13 -,Aoo7 , AS-BUI .i WING Plan and Profile' 2 -4
SCANNED OCT 2 7 2006; tea: s- szzoo6 C4D" S _ ,?? 2ocZ SCANNED APR 22 ZOCT'
J .7 9"1 3 °i• e�i r
ee
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SCANNED OCT 2 7 2006; tea: s- szzoo6 C4D" S _ ,?? 2ocZ SCANNED APR 22 ZOCT'
J .7 9"1 3 °i• e�i r
ee
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