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, SE 1/4, SECT
KING COUNTY SEE SHEET
PAD E8 441.5
PAD EL 440.5
6" 1E 4:
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PAD EL. 441.5 i
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PAD EL 441,d�
6 /E 437 00 , j
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98' -6° PVC
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SSMH 2' -
8 +54.75, 5.00 RT
RIM 439.80
fp'rlE 430.15 (1N)
1o" lE 430.05 (OUT)
DETEN77ON POND
10, TWP. 23N., RGE 5E., W.M.
9�
1 _• 1
1`
11
PAD EL 44.70
5 +29 38 L.F.
6 /9 43294 I
3
i
I
EX. CB`
70P 4"7 10
i
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\ I
\ I
6" lE 444.85
,p
\\ ! PAD EL 441.5 .
12" 1Ej 444.65
431.48
\ 7 +29 38 L.F.
s lE 431.54
\\ I
1.98'
4L,
431.87
�W- -! -�
I
LOT 11
I
434.58
1.7'
I
'
EX CB
TOP 447.11
PAD fL 441.0 1
72" IF 444.50
\-
A35 L.F.
6 lE 431.09 €
---- -- - ---�-
I
PAD ELF 4420
6 +50. 35 IIF. �•.
� I
� I
! I
€
10' 1 SSMH 1
2 +12.50 OVER PIPE
1i3' -I0° PVC RIM 441.50
° 10" IE 429.49 (lN)
T 10° IE 429.39 (OUT)
rs ' -20"
STEEL CASING
1
0
7.5'
-._. _..
Agora. Arimma. A.. a ,� -ma- r goa F i FENCE
N Ariff
W14 4r jwq
V40 7
1
1 EX. 24" CDNC lE 439.00
TO BE REMOVED
LULL
Tr-
- -�}� T -- --
- - _ �., 7.,..E TOP 436.44.
EX SSMH ~
Z mine a zo �n 1 24- lE 436.44 (EJ
O - ✓✓C TOP 4234 24 "IE 436 8 (NAf) -
4' CDNC CTR. CHANNEL EX CB
V) - UNABLE TO ACCESS
- IE 4J9.68 TOP 440.59 TO BE REMOVED)' `` -GPv- - - -
_ ... T% -TRH.. _ l ... -._._ 8„ CUP 43854 (NE) EX 14' „ATE GPM--
.... .. EX SDMH TYPE�l1 48'" OS -7 _ _ l
(r(7-BE' REMOVED) .. - ( _ ...
-
TOP 459r57' '. �
-- _ -
- 72" -C.-
CRP l�. 434 86._.. ....._SDMH TYPE�11 -72" \ - ` -
15" CPP (N) 1E= 434.97 TOP 440.44 - `- REMOVE AND REPLACE --<-
7&" CONC. (E) 1E.= 434.90 ADJUST RIM TO MATCH NEW o \ CONCRETE PANEL. - t1X SSMH
REPLACE EX. C9 W/ 60° SIDEWALK ELEVATION RIM 441.00 " RESTORA 77ON PER - RIM 443.21
TYPE -ll CB 78" CDNC IE 434.68 (W) EX SDMH CITY OF R£NTON 24" CONC. CTR. CHANNEL
NEW 24° IE (N) 434.29 12° CONC. lE 435.89 (NE) - TOP 439.98» STANDARDS IE 428.77
NEW 12" IE W 434.86 18" CDNC. lE 434.72 E 12 CONC IF 432.23 (W)•
() ( ) NEW CONNECT TO EX. SSMH
18" LE (E) 434.90 8" CCU lE 435.50 (SE) (PLUG) 36 CUP IE 434.98 (N). CDRE DRILL: INSTALL K.O.R. AND
36" CUP IE 434,53 EXISTING G 24" CDNC lE 43398 (E)• SEAL BOOT (OR SIMILAR)
36" CUP lE 43268 (S)*
CONNECT TO EX /STING CB (
18° IE 434.68 .(INFO PER TRIAD JOB 4` 98 -324) 10" IE VERIFY EX. I.E.)
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SIDE SFWFR CROSSING TABLE
LOT #
TOP 6- SS
BOTT. 8° WA
\
� I
\ I
\ I
431.09
433.09
\\ ! PAD EL 441.5 .
LOT 2
431.48
\ 7 +29 38 L.F.
s lE 431.54
\\ I
1.98'
LOT 1
431.87
43379
I
LOT 11
I
434.58
1.7'
I
'
PAD fL 441.0 1
A35 L.F.
6 lE 431.09 €
� I
� I
! I
€
10' 1 SSMH 1
2 +12.50 OVER PIPE
1i3' -I0° PVC RIM 441.50
° 10" IE 429.49 (lN)
T 10° IE 429.39 (OUT)
rs ' -20"
STEEL CASING
1
0
7.5'
-._. _..
Agora. Arimma. A.. a ,� -ma- r goa F i FENCE
N Ariff
W14 4r jwq
V40 7
1
1 EX. 24" CDNC lE 439.00
TO BE REMOVED
LULL
Tr-
- -�}� T -- --
- - _ �., 7.,..E TOP 436.44.
EX SSMH ~
Z mine a zo �n 1 24- lE 436.44 (EJ
O - ✓✓C TOP 4234 24 "IE 436 8 (NAf) -
4' CDNC CTR. CHANNEL EX CB
V) - UNABLE TO ACCESS
- IE 4J9.68 TOP 440.59 TO BE REMOVED)' `` -GPv- - - -
_ ... T% -TRH.. _ l ... -._._ 8„ CUP 43854 (NE) EX 14' „ATE GPM--
.... .. EX SDMH TYPE�l1 48'" OS -7 _ _ l
(r(7-BE' REMOVED) .. - ( _ ...
-
TOP 459r57' '. �
-- _ -
- 72" -C.-
CRP l�. 434 86._.. ....._SDMH TYPE�11 -72" \ - ` -
15" CPP (N) 1E= 434.97 TOP 440.44 - `- REMOVE AND REPLACE --<-
7&" CONC. (E) 1E.= 434.90 ADJUST RIM TO MATCH NEW o \ CONCRETE PANEL. - t1X SSMH
REPLACE EX. C9 W/ 60° SIDEWALK ELEVATION RIM 441.00 " RESTORA 77ON PER - RIM 443.21
TYPE -ll CB 78" CDNC IE 434.68 (W) EX SDMH CITY OF R£NTON 24" CONC. CTR. CHANNEL
NEW 24° IE (N) 434.29 12° CONC. lE 435.89 (NE) - TOP 439.98» STANDARDS IE 428.77
NEW 12" IE W 434.86 18" CDNC. lE 434.72 E 12 CONC IF 432.23 (W)•
() ( ) NEW CONNECT TO EX. SSMH
18" LE (E) 434.90 8" CCU lE 435.50 (SE) (PLUG) 36 CUP IE 434.98 (N). CDRE DRILL: INSTALL K.O.R. AND
36" CUP IE 434,53 EXISTING G 24" CDNC lE 43398 (E)• SEAL BOOT (OR SIMILAR)
36" CUP lE 43268 (S)*
CONNECT TO EX /STING CB (
18° IE 434.68 .(INFO PER TRIAD JOB 4` 98 -324) 10" IE VERIFY EX. I.E.)
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SIDE SFWFR CROSSING TABLE
LOT #
TOP 6- SS
BOTT. 8° WA
CLEARANCE
LOT 3
431.09
433.09
2.0'
LOT 2
431.48
433.46
1.98'
LOT 1
431.87
43379
1.92'
LOT 11
432.88
434.58
1.7'
NOT TO SCALE
i
SCALE: 1 " = 40'
0 20 40 80
BENCHMAR/C%DATUM:
BASIS OF PEAROM
HWZ NAD 83051
aTY OF RENMIN GPS CONTROL NETN
HOLD/N0 G7TY OF REN70W MQNUMEN75 GO.R.j/851
(BASE P091T) AND GQR. jim
HOWZDNTAL DA7 .•
HORU NTAL NAD 83/91
VERTICAL DATLMI.•
VER77CAL- NAM 88
BENCHMARK:
a7Y OF RENTGN SURVEY CON7ROIL NE7Mt?W
MONUMENT j1852
3' BR1 SURFACE MONUMENT FOUND
AT 7HE 01LY M OF NE 47H STREET(SE 128TH Sr)
AND 1487H AVE SE
' r N? WOW OV W FAGS OF U77UTY POLE
8' ABOVE GRADE
SE CDR OF 97E
EL -4"7'
TBI1 I' 7GP OF 414' QONC MONUMENT
AT NE CAR OF 517E
EL- 519.13
NOTE
LOTS 6,7 AND 10 REQUIRE =BACK WATER VV^ AwwLUESS INSTALLED ON THE SEWER.
CAA
LOCA77ON OF EXIS77NG U77u77ES SHOWN IS
APPROXIMATE AND MAY NOT BE ACCURATE OR ALL
INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD VERIFY LOCATION OF
U77U77ES PR /OR TO PROCEEDING WITH CONSTRUCTION.
NOTE. ALL PROPOSED SANITARY SEWER MANHOLES
SHALL BE 48 *0 UNLESS 07HERWISE INDICATED.
NOTE'. • SEE SEPARATE VIA ER PLAN SET FOR WA7ER
PLAN AND PRORLE INFORMATION
Checked for Co licnce to City Standards
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Q2004 TRIAD ASSOCIATES
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TR[AD
ASSOCIATES
11814 115th Ave. NE
KvldarM, WA 98034E-23
425.821.8448
425.821.3481 fax
800.489.0758 toll free
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GERALD F. SUCK, A/Lp
PROJECT MANAGER
NICK A. MGFR• PLS
PROJECT SURMOR
REBECCA S. CUSITYAN, PE
PROJECT ENGINEER
"MY L COX, ASU
PROJE T LANm-AArE ARCLLLIECI
FIHST SUBMITTAL DATE: 4 114104
SCALE: ROM: l-40' YW.:N /A
1 pA
1
cyGGOS
V WAS Uy
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4' 37359 -
E',9 �OISTE4`a G,
gJONAL B�
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EXPIRES !ii15 /05 S O
STAMP NOT VALID
UNLESS SIGNED AND DATED "
So
00
JOB NO. 01-159
SHEET N0. 14OF33
oB
SGANNEn O('T 0 8 2k
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GERALD F. SUCK, A/Lp
PROJECT MANAGER
NICK A. MGFR• PLS
PROJECT SURMOR
REBECCA S. CUSITYAN, PE
PROJECT ENGINEER
"MY L COX, ASU
PROJE T LANm-AArE ARCLLLIECI
FIHST SUBMITTAL DATE: 4 114104
SCALE: ROM: l-40' YW.:N /A
1 pA
1
cyGGOS
V WAS Uy
m zI
4' 37359 -
E',9 �OISTE4`a G,
gJONAL B�
w�
EXPIRES !ii15 /05 S O
STAMP NOT VALID
UNLESS SIGNED AND DATED "
So
00
JOB NO. 01-159
SHEET N0. 14OF33
oB
SGANNEn O('T 0 8 2k
It