HomeMy WebLinkAboutS-365101N
W
KING COUNTY,
N
y 9 2 (
i
30" Douglas fi
U
Y
°
N
RIM= 419.0 w
O
)
B 3 TRIP 1 PRIVATE FF= 421.0 '
- _ _
IE= 417.00, 12 "0
o
IE = 409.4 8
C
D
° A0.
W
Q
W
Z
O
0
Z
STA: 1 +18.60, 19.72 RT
INT'X STA: 1 +00 NE 2ND PLACE =
STA: 27 +42.07 HOQUTAM AVENUE
SSMH #1, TYPE 1 48 "0 --
STA: 1 +15.00, 5.00 RT
RIM= 417.64 w /SOUD LOCKING LID
IE = 408.92 8"0 IN (E)
IE = 408.82 8 "0 OUT (S)
BECLAN PLACE - MINOR AMENDMENT
A PORTION OF THE NW %4 OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., WaMs
CITY
W
KING COUNTY,
WASHINGTON
y 9 2 (
i
30" Douglas fi
SSMH !G, TYPE 1 48.0
Li
o
RIM= 419.0 w
O
STA: 5 +05.85, 143.98 LT
B 3 TRIP 1 PRIVATE FF= 421.0 '
- _ _
RIM= 419.73 w /SOUD LOCKING LID
IE= 417.00, 12 "0
ple c,/
TA: 2 +32. 2 i L
IE = 409.4 8
IE = 473.16 6 "0 IN (N)
D
° A0.
W
Q
W
W
U
26
GV
U
go
z�
W Z
\ C
W
CB 14 TYPE 1 I
I
Z
A.Od.�87, S
STA: 4k4,8277�.54 L i
\j- A
i FF= 423.0
3 ,` -. \\ L
W
W
B 17, TYPE 1
o
R =46.0.0 S
STA: 5+05.85, 6
MZ_
W
Z
15.22 LT 4
45.22 LT
\ 6
__ -RD D
D S
Q
\ 1
11
z
Q
cn
Z
O
0
Z
STA: 1 +18.60, 19.72 RT
INT'X STA: 1 +00 NE 2ND PLACE =
STA: 27 +42.07 HOQUTAM AVENUE
SSMH #1, TYPE 1 48 "0 --
STA: 1 +15.00, 5.00 RT
RIM= 417.64 w /SOUD LOCKING LID
IE = 408.92 8"0 IN (E)
IE = 408.82 8 "0 OUT (S)
BECLAN PLACE - MINOR AMENDMENT
A PORTION OF THE NW %4 OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., WaMs
CITY
OF RENTON,
KING COUNTY,
WASHINGTON
y 9 2 (
i
30" Douglas fi
SSMH !G, TYPE 1 48.0
INSTALL 12 "0 CAP
o
RIM= 419.0 w
�-
STA: 2+37.57, 58.50 LT
STA: 5 +05.85, 143.98 LT
B 3 TRIP 1 PRIVATE FF= 421.0 '
- _ _
RIM= 419.73 w /SOUD LOCKING LID
IE= 417.00, 12 "0
ple c,/
TA: 2 +32. 2 i L
IE = 409.4 8
IE = 473.16 6 "0 IN (N)
12.50' PUBLIC STORM DRAINAGE EASEMENT
° A0.
34" Cedar i
IE = 413.06 8 °0 OUT (SW)
TO THE CITY OF RENTON
_ - -- 5
418 e lock
A
26
GV
24 2
N 88'23'14" TEMPORARY 5' Y
W 342.00' ASPHALT RAMP
n-,1 c ,.e
11
- -- =79.33
R =46.00
IER FREE CURB CUT j,t X48.59'22'
)ETAIL SHEET C -13 I ^.. 1 Tan =20.96
1 +45.80, 1422 RT W I m
I
I I
W
Q
5
O
SANITARY SEWER STUB ENCASEMENT
SANITARY SEWER STUBS FOR LOTS 23 & 24 SHALL BE ENCASED IN
CONCRETE 5' EITHER SIDE OF THE CROSSING WITH THE 12 "0 WATER
MAIN.
19
Cedar
FF= 419.
F'T 15" H-
\
k
E 1 48 "0 1 1
-
416
PLAN
VIEW
1" =
40'
0 v0.\
A
22
FF= 424.0
�
SE1
RD __ -- -
21 1 20
FF= 426.0 I FF= 427.0
I
i
r
GlIel
-i- -
GRAPHIC SCALE
d0 0 20 40. ea 160
( IN FEET )
I inch = 40 ft.
1
I 'I
sS��` -r
CB 12A TYPE./2 72 481' _ R955 CB 15 TYPE 1 R -- - --
STA: 3 +46. 14.22 RT RD - - -- RD55 ,p-- -� - - -� I NaN
i STA 4 +14.89, \) W
CB 15P TYP i I g
STA: 4 +14.89, SMH TYR 515448 "6 CB 18 TYPE 1 � 10' PRIVATE UTILITIES E SEMENT \ I � � I
26.00 RT STA: +70.28, 10.04' RT STA: 5+47.00, I BECLAN PLACE HOA r\
RIM= 17.50 w /SOLID LOCKING LID 15.22 RT -
I IE = 10.46 8 °0 IN (E) I !
I IE = 410.36 8 °0 OUT (NW) I 1 1
15 14 ' 13 y As h01
12 11 10 g 8 I h
FF= 479` FF= 419.0 I FF= 420.0 FF= 421.0 FF= 424.0 II ;'�
FF= 423.0 1 I i
I � FF= 426.0 FF= 427.0 I I "6'
INSTALL CAP
IE = 426.29, 12" 0
ABANDON EX. SEPTIC DRAINFIELD PER HEALTH
DEPARTMENT STANDARDS LOT #21 & DEMOLISH
HOUSE ON PARCEL 1523059064, JERICHO AVE. NE
K4
17.22 LT
STA: 7 +20.00, 5.00' RT
RIM= 425.35 w /SOLID LOCKING
IE = 415.83 6 °0 IN (NE, SE)
IE = 415.70 8 °0 OUT (W)
w
so o SANITARY SEWER PIPE TABLE
s _ D' VIC 100.0 ' VC DD"
428 0 - -- - - - -:- '- - -_- -- -- -_ 426 ( 114 LF 8" PVC SDR 35 D3034 @ 0.50%
= HI POINT E V = 411.05 LO POINT E V = 41 .38 EXSTII G PROF( E
HIGH POINT TA = 2 20
UR POINT STA = 4+11.89 CENTEf LINE OF RAW 153 LF 8" PVC SDR 35 03034 @ 0.50%
�;'S' -_ PM STA = 2 +20 __ _ -_.__ __ ___- PVI STA = 4+40 ' _ __ __
_ --
426 °a °x CB 9A TYPE 2 48•,0 PV1 ELEV = 419.20 PM ELEV = 417.00 INISHED (PROFILE ® j �i z " "- 426 O 49 8 PVC SDR 35 03034 ®1.50%
ono A.D. -2.00 A.D. - 4.02 1 r w L
n °� SOLID LICKING D R K - 0.00 n o°, ,R K = 4.89 0 CENTERLI(JE OF R,O.W i `✓
L.
4
424 F ° ° + <- STA -T4 Y$6 _ '< N ----- -- -- ,+, ;r o, '� . -I - -- o 424
N "> RIM= 41.40 ti w CB #12A TYPE • 46 "0 w w ( 302% -' w� SANITARY SEWER SERVICE TABLE
V
i
z IE- 411.A2 12 0 IN (E) m m w w STA: 3 -46.00, 4.22 RT
_ - --
422 - ___... -_ _ 1. 0 --I- - RIM= 4 7 62 422
IE= 41154 12" IN (E)
ol
1 IE= 41154 12" OUT(NV) __ '- 1 w0. _
420 _...- -- -- - -- - - - 1 - - - -- - - - -- - m m -r-?` _. 420
I / W nW XN I
0%
i
418 418
_ � I
416 -. -. _. __._... _ SD 4 - .: _. 6
2AF 72 "0 CPI P 73 F 12 "0 'PEP g1LF 2 p CP
p SD @ 2 --- -- ....
414 SD ®0.55% WS ?--- -- - -- - --' - --1 -F- -----414
8,0 S @ 150 % --.::I j
IE = 421.17 "0 S I ! 67LF 12 "0 CIEP SD 055% 1201E 12 "0 PEP SD 349 LF
412 4 -1 -4 - -.. -- CB 171 TYPE 7 _I SSMH , TfPE 48 °0 412
--
( S7A 5 +47.00,11522 LT STA: 7 +J 20.1)0, .00 RTI
1 15 LF 8 0 SS @ 0 507 N= 479 91 ! ! RIM= 415.3:1 w %OLID LOCKING D
410 04 S @ 10.55% I _. '--- -- "- _ -- --..._ CB 14, YPE 1 _ E�15.75 -12 OJN (,) - 1 -- IF - &I .83- 8=D( -IN-(N E) 410
STA: 4H 14.89, 1' -.54' LT IE= 4115 75 12 4 OUT (W) 1 IE = 41 .30 8 "0 OUT (W
Q CURB T RU GRA E
408 1 ! ___.._.__ -... _.__.. RIM= 417.06 ! 408
IE= 413 23 8 "0 IN (N)
_ O EIM= , 997912? OUT N _
SSMH , TYPE 1 48 0 IE= 412 90 12 "0 IN E
CB'0 STA: 219.67. �' 95' RT IE- 412 gnn�^ IT !- - - - -- -- -- 406
406 - ._. ___.._ __ X472
_
STA: 11+45.80, 14.22' RT RIM= 4 9.03 w 60LJD LOCKING U _ 90 12 "0 OUT (W
A: +4.
RIM= 47810 IE = 40959 a "0 IN (SE, NE)
404 IE-=- 40949- 8"- O-- OUT-(W)___- _ 1 ! . -. __ _....._...404
IE= 411.57 121 0 IN (U SSM PE`�48 CB 15, 'YPE 1 CB #I(, TYPE 1
STA: 3+70Z, , 10.04 RT STA: 4 14.89, 1 .54 RT
IE= 411.57 12 "0 OUT (S) STA. 5 +05.8 1522' LT
I ! CB 12 TYPE 2 148 0 .RIM- 417.50 w SOU LOCKING UD CURB T RU GRA E !
402 1 STA: 2 19 67 14.22 R IE = 410.59 6 0 IN iSW') - RIM= 417 06 � - 418:. 7'- - -- - _..F_._ T r- - -- - 402
}
MH Al TYPE 1 (48 "0 RIM= 41869 i � � IE, 410.46 8 °0 IN 'E) IE= 41339 8 "0 N (S) IE 14.79 110 IN (�
400 TA: 1+15.00. 5.00' RT ! IE 14.79 1 0 IN (Nd) _
E= 41114- In1JN_(NE)L_ _...__ _IE�- 41036 -"U ( IE=- 420612"0- OU.T {N- -._... _ _ _._ __ -_I 1 400
IM= 41 X64 w /SQUD LOCKING UDI IE= 411194 12 01 IN (SE) IE- 14.79 11-0 OUT �W) 1 EXISTING GRADE @ !
�r11
� 408
r !92 8o�I,°< o (( } 'cr?1 IE = 4e11- . 1rn 94 12n `�r0 j OUT (�W r v a
CEOcN1 cNv R LNe E i �AF D
RAW PROFILE 398 1- 40882 ! _ SCALE: i" - H R Z ROPOSED G
RT CENIRLNE F ROW
VERTICAL DATUM 396 v n e uc� j I N ,0.
33996
rn I
m Ad tn � CITY Of RENTON, NAVD 88 a °
394 ...... 394 8
v
BENCHMARK
CITY OF RENTON BENCHMARK #2104. 1" IP W /PLUG &
TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION
OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.= 399.340
FEET (121.719 METERS)
0+00 1-tLU Itou Ltuu Ltw Ltau Jrzu Jrou 4ruu
4t4u 4tou DtLU Otou
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
CHECKED FOR COMPLIAN
/ /// /iii
/l .
Date ♦ is �
or-vl Date
Date
ITOV oruu
REVISION
LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END
STATION SERVICE MAIN OF
SERVICE
8 0 +00 STA: 7 +20.22, 5.00' RT STA' 7 +38.18, 31.00' RT 415.83 420.90
9 2 +96 STA: 6 +63.00, 5.00' RT STA 6 +63.00, 31.00' RT 414.97 418.87
10 2+38 STA: 6+04.71 5.00' RT STA. 6 +04.71, 31.00' RT 413.96 417.08
11 1 +76 STA: 5 +43.00 5.00' RT STA 5 +43.00, 31.00' RT 413.17 417.07
12 1 +56 STA' 5 +23.00 5.00' AT STA 5 +23.00, 31.00' RT 412.87 415.73
13 0 +56 STA: 4 +23.00, 5.00' RT STA 4123.00, 31.00' RT 411.37 413.84
14 0 +13 STA: 3+80.91 5.00' RT STA: 3183.86, 31.00' RT 410.73 412.55
15 0 +00 3TA 3 +70.28, 10.04' RI STA. 3 +69.06, 31.00' RT 410.59 412.69
19 0 +57 STA 2+77.25 5.00' RT STA 2 +77.25, 31.00' RT 409.95 412.55
20 0 +00 STA: 7 +20.00 5.00' RT STA: 7 +54.62, 31.00' LT 415.83 420.82
21 2 +87 STA: 6 +53.60 5.00' AT STA' 6 +53.60, 31.00' LT 414.84 418.44
22 7. +67 STA: 6+33.35 5.00' RT STA:6 +33.35, 31.00' LT 414.58 418.90
23 1 +52 STA: 5 +18.35 5.00' RT STA:5+18.35, 31.00' LT 412.81 413.53
24 1 +32 STA 4 +98.35, 5.00' RT STA. 4 +98.35, 31.00' LT 41251 413.23
25 1 1 +36 STA: 3 1 56.12 5.00 AT STA. 3+58.47, 31.00' LT - 410 37 411.09
29 1 0+79 1 STA: 1 1 93.77, 3.42 RTI STA: 1 +93.77, 31.00' LT 409.39 411.19
S= 365101
A
,,yy��.SCk�.
44 I °F w" r,��Cpr,
� c
ANA AS Cmiommu
TP$ PLd..0
"A�'1 Zg7'Fm"
SIONAt S�'� g11L EARN• 8 ""CT Ym6EIw
1995 S. Weal STREET 6= (1533) 272 -40
08 25'/2- FEDERAL WAY. WA 98003 lmaTwWWAC iIO
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE - MINOR AMENDMENT
SANITARY SEWER PLAN AND PROFILE
NE 2ND PUCE.
DESIGNED: BAS DATE: 08/25/12 FILE NAME 12183 -C15
DRAWN. TAS
CHECKED: BAS SCALE. 1' : 40• FIELD 86OK PAGE
OF PWLZCC ..S
APPR. DATE APPROVED: SHEET: -15 OF -25
4��t ''��''^^��{^^ ➢IR��6.,C.[.FJJTCR O
SSMH E
E 1 48 "0 1 1
1
FF= S
STA: 2 +19. 7
7, 0.95' RT
RIM= 419.0 w
w /SOUD LOCKING LID'S I
I
\\ I
IE = 409.5 8
8 "0 IN (SE, NE)
\ I
IE = 409.4 8
8 "0 OUT (2") 1
1
34" Cedar i
i
\\ -' 2
25 2
24 2
23
\ C
CB 14P TYPE 1 C
CB 14 TYPE 1 I
I
A.Od.�87, S
STA: 4k4,8277�.54 L i
\j- A
i FF= 423.0
3 ,` -. \\ L
L -39.33 C
CB 16, TYPE 1 B
B 17, TYPE 1
m \ R
R =46.0.0 S
STA: 5+05.85, 6
6TA: 5 +47.00,
\\ , a
and =20.96 1
15.22 LT 4
45.22 LT
\ 6
__ -RD D
D S
\ 1
11
22
FF= 424.0
�
SE1
RD __ -- -
21 1 20
FF= 426.0 I FF= 427.0
I
i
r
GlIel
-i- -
GRAPHIC SCALE
d0 0 20 40. ea 160
( IN FEET )
I inch = 40 ft.
1
I 'I
sS��` -r
CB 12A TYPE./2 72 481' _ R955 CB 15 TYPE 1 R -- - --
STA: 3 +46. 14.22 RT RD - - -- RD55 ,p-- -� - - -� I NaN
i STA 4 +14.89, \) W
CB 15P TYP i I g
STA: 4 +14.89, SMH TYR 515448 "6 CB 18 TYPE 1 � 10' PRIVATE UTILITIES E SEMENT \ I � � I
26.00 RT STA: +70.28, 10.04' RT STA: 5+47.00, I BECLAN PLACE HOA r\
RIM= 17.50 w /SOLID LOCKING LID 15.22 RT -
I IE = 10.46 8 °0 IN (E) I !
I IE = 410.36 8 °0 OUT (NW) I 1 1
15 14 ' 13 y As h01
12 11 10 g 8 I h
FF= 479` FF= 419.0 I FF= 420.0 FF= 421.0 FF= 424.0 II ;'�
FF= 423.0 1 I i
I � FF= 426.0 FF= 427.0 I I "6'
INSTALL CAP
IE = 426.29, 12" 0
ABANDON EX. SEPTIC DRAINFIELD PER HEALTH
DEPARTMENT STANDARDS LOT #21 & DEMOLISH
HOUSE ON PARCEL 1523059064, JERICHO AVE. NE
K4
17.22 LT
STA: 7 +20.00, 5.00' RT
RIM= 425.35 w /SOLID LOCKING
IE = 415.83 6 °0 IN (NE, SE)
IE = 415.70 8 °0 OUT (W)
w
so o SANITARY SEWER PIPE TABLE
s _ D' VIC 100.0 ' VC DD"
428 0 - -- - - - -:- '- - -_- -- -- -_ 426 ( 114 LF 8" PVC SDR 35 D3034 @ 0.50%
= HI POINT E V = 411.05 LO POINT E V = 41 .38 EXSTII G PROF( E
HIGH POINT TA = 2 20
UR POINT STA = 4+11.89 CENTEf LINE OF RAW 153 LF 8" PVC SDR 35 03034 @ 0.50%
�;'S' -_ PM STA = 2 +20 __ _ -_.__ __ ___- PVI STA = 4+40 ' _ __ __
_ --
426 °a °x CB 9A TYPE 2 48•,0 PV1 ELEV = 419.20 PM ELEV = 417.00 INISHED (PROFILE ® j �i z " "- 426 O 49 8 PVC SDR 35 03034 ®1.50%
ono A.D. -2.00 A.D. - 4.02 1 r w L
n °� SOLID LICKING D R K - 0.00 n o°, ,R K = 4.89 0 CENTERLI(JE OF R,O.W i `✓
L.
4
424 F ° ° + <- STA -T4 Y$6 _ '< N ----- -- -- ,+, ;r o, '� . -I - -- o 424
N "> RIM= 41.40 ti w CB #12A TYPE • 46 "0 w w ( 302% -' w� SANITARY SEWER SERVICE TABLE
V
i
z IE- 411.A2 12 0 IN (E) m m w w STA: 3 -46.00, 4.22 RT
_ - --
422 - ___... -_ _ 1. 0 --I- - RIM= 4 7 62 422
IE= 41154 12" IN (E)
ol
1 IE= 41154 12" OUT(NV) __ '- 1 w0. _
420 _...- -- -- - -- - - - 1 - - - -- - - - -- - m m -r-?` _. 420
I / W nW XN I
0%
i
418 418
_ � I
416 -. -. _. __._... _ SD 4 - .: _. 6
2AF 72 "0 CPI P 73 F 12 "0 'PEP g1LF 2 p CP
p SD @ 2 --- -- ....
414 SD ®0.55% WS ?--- -- - -- - --' - --1 -F- -----414
8,0 S @ 150 % --.::I j
IE = 421.17 "0 S I ! 67LF 12 "0 CIEP SD 055% 1201E 12 "0 PEP SD 349 LF
412 4 -1 -4 - -.. -- CB 171 TYPE 7 _I SSMH , TfPE 48 °0 412
--
( S7A 5 +47.00,11522 LT STA: 7 +J 20.1)0, .00 RTI
1 15 LF 8 0 SS @ 0 507 N= 479 91 ! ! RIM= 415.3:1 w %OLID LOCKING D
410 04 S @ 10.55% I _. '--- -- "- _ -- --..._ CB 14, YPE 1 _ E�15.75 -12 OJN (,) - 1 -- IF - &I .83- 8=D( -IN-(N E) 410
STA: 4H 14.89, 1' -.54' LT IE= 4115 75 12 4 OUT (W) 1 IE = 41 .30 8 "0 OUT (W
Q CURB T RU GRA E
408 1 ! ___.._.__ -... _.__.. RIM= 417.06 ! 408
IE= 413 23 8 "0 IN (N)
_ O EIM= , 997912? OUT N _
SSMH , TYPE 1 48 0 IE= 412 90 12 "0 IN E
CB'0 STA: 219.67. �' 95' RT IE- 412 gnn�^ IT !- - - - -- -- -- 406
406 - ._. ___.._ __ X472
_
STA: 11+45.80, 14.22' RT RIM= 4 9.03 w 60LJD LOCKING U _ 90 12 "0 OUT (W
A: +4.
RIM= 47810 IE = 40959 a "0 IN (SE, NE)
404 IE-=- 40949- 8"- O-- OUT-(W)___- _ 1 ! . -. __ _....._...404
IE= 411.57 121 0 IN (U SSM PE`�48 CB 15, 'YPE 1 CB #I(, TYPE 1
STA: 3+70Z, , 10.04 RT STA: 4 14.89, 1 .54 RT
IE= 411.57 12 "0 OUT (S) STA. 5 +05.8 1522' LT
I ! CB 12 TYPE 2 148 0 .RIM- 417.50 w SOU LOCKING UD CURB T RU GRA E !
402 1 STA: 2 19 67 14.22 R IE = 410.59 6 0 IN iSW') - RIM= 417 06 � - 418:. 7'- - -- - _..F_._ T r- - -- - 402
}
MH Al TYPE 1 (48 "0 RIM= 41869 i � � IE, 410.46 8 °0 IN 'E) IE= 41339 8 "0 N (S) IE 14.79 110 IN (�
400 TA: 1+15.00. 5.00' RT ! IE 14.79 1 0 IN (Nd) _
E= 41114- In1JN_(NE)L_ _...__ _IE�- 41036 -"U ( IE=- 420612"0- OU.T {N- -._... _ _ _._ __ -_I 1 400
IM= 41 X64 w /SQUD LOCKING UDI IE= 411194 12 01 IN (SE) IE- 14.79 11-0 OUT �W) 1 EXISTING GRADE @ !
�r11
� 408
r !92 8o�I,°< o (( } 'cr?1 IE = 4e11- . 1rn 94 12n `�r0 j OUT (�W r v a
CEOcN1 cNv R LNe E i �AF D
RAW PROFILE 398 1- 40882 ! _ SCALE: i" - H R Z ROPOSED G
RT CENIRLNE F ROW
VERTICAL DATUM 396 v n e uc� j I N ,0.
33996
rn I
m Ad tn � CITY Of RENTON, NAVD 88 a °
394 ...... 394 8
v
BENCHMARK
CITY OF RENTON BENCHMARK #2104. 1" IP W /PLUG &
TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION
OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.= 399.340
FEET (121.719 METERS)
0+00 1-tLU Itou Ltuu Ltw Ltau Jrzu Jrou 4ruu
4t4u 4tou DtLU Otou
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
CHECKED FOR COMPLIAN
/ /// /iii
/l .
Date ♦ is �
or-vl Date
Date
ITOV oruu
REVISION
LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END
STATION SERVICE MAIN OF
SERVICE
8 0 +00 STA: 7 +20.22, 5.00' RT STA' 7 +38.18, 31.00' RT 415.83 420.90
9 2 +96 STA: 6 +63.00, 5.00' RT STA 6 +63.00, 31.00' RT 414.97 418.87
10 2+38 STA: 6+04.71 5.00' RT STA. 6 +04.71, 31.00' RT 413.96 417.08
11 1 +76 STA: 5 +43.00 5.00' RT STA 5 +43.00, 31.00' RT 413.17 417.07
12 1 +56 STA' 5 +23.00 5.00' AT STA 5 +23.00, 31.00' RT 412.87 415.73
13 0 +56 STA: 4 +23.00, 5.00' RT STA 4123.00, 31.00' RT 411.37 413.84
14 0 +13 STA: 3+80.91 5.00' RT STA: 3183.86, 31.00' RT 410.73 412.55
15 0 +00 3TA 3 +70.28, 10.04' RI STA. 3 +69.06, 31.00' RT 410.59 412.69
19 0 +57 STA 2+77.25 5.00' RT STA 2 +77.25, 31.00' RT 409.95 412.55
20 0 +00 STA: 7 +20.00 5.00' RT STA: 7 +54.62, 31.00' LT 415.83 420.82
21 2 +87 STA: 6 +53.60 5.00' AT STA' 6 +53.60, 31.00' LT 414.84 418.44
22 7. +67 STA: 6+33.35 5.00' RT STA:6 +33.35, 31.00' LT 414.58 418.90
23 1 +52 STA: 5 +18.35 5.00' RT STA:5+18.35, 31.00' LT 412.81 413.53
24 1 +32 STA 4 +98.35, 5.00' RT STA. 4 +98.35, 31.00' LT 41251 413.23
25 1 1 +36 STA: 3 1 56.12 5.00 AT STA. 3+58.47, 31.00' LT - 410 37 411.09
29 1 0+79 1 STA: 1 1 93.77, 3.42 RTI STA: 1 +93.77, 31.00' LT 409.39 411.19
S= 365101
A
,,yy��.SCk�.
44 I °F w" r,��Cpr,
� c
ANA AS Cmiommu
TP$ PLd..0
"A�'1 Zg7'Fm"
SIONAt S�'� g11L EARN• 8 ""CT Ym6EIw
1995 S. Weal STREET 6= (1533) 272 -40
08 25'/2- FEDERAL WAY. WA 98003 lmaTwWWAC iIO
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE - MINOR AMENDMENT
SANITARY SEWER PLAN AND PROFILE
NE 2ND PUCE.
DESIGNED: BAS DATE: 08/25/12 FILE NAME 12183 -C15
DRAWN. TAS
CHECKED: BAS SCALE. 1' : 40• FIELD 86OK PAGE
OF PWLZCC ..S
APPR. DATE APPROVED: SHEET: -15 OF -25
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RAW PROFILE 398 1- 40882 ! _ SCALE: i" - H R Z ROPOSED G
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VERTICAL DATUM 396 v n e uc� j I N ,0.
33996
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m Ad tn � CITY Of RENTON, NAVD 88 a °
394 ...... 394 8
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BENCHMARK
CITY OF RENTON BENCHMARK #2104. 1" IP W /PLUG &
TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION
OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.= 399.340
FEET (121.719 METERS)
0+00 1-tLU Itou Ltuu Ltw Ltau Jrzu Jrou 4ruu
4t4u 4tou DtLU Otou
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
CHECKED FOR COMPLIAN
/ /// /iii
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Date ♦ is �
or-vl Date
Date
ITOV oruu
REVISION
LOT STUB STATION AT MAIN STATION AT END OF IE AT IE END
STATION SERVICE MAIN OF
SERVICE
8 0 +00 STA: 7 +20.22, 5.00' RT STA' 7 +38.18, 31.00' RT 415.83 420.90
9 2 +96 STA: 6 +63.00, 5.00' RT STA 6 +63.00, 31.00' RT 414.97 418.87
10 2+38 STA: 6+04.71 5.00' RT STA. 6 +04.71, 31.00' RT 413.96 417.08
11 1 +76 STA: 5 +43.00 5.00' RT STA 5 +43.00, 31.00' RT 413.17 417.07
12 1 +56 STA' 5 +23.00 5.00' AT STA 5 +23.00, 31.00' RT 412.87 415.73
13 0 +56 STA: 4 +23.00, 5.00' RT STA 4123.00, 31.00' RT 411.37 413.84
14 0 +13 STA: 3+80.91 5.00' RT STA: 3183.86, 31.00' RT 410.73 412.55
15 0 +00 3TA 3 +70.28, 10.04' RI STA. 3 +69.06, 31.00' RT 410.59 412.69
19 0 +57 STA 2+77.25 5.00' RT STA 2 +77.25, 31.00' RT 409.95 412.55
20 0 +00 STA: 7 +20.00 5.00' RT STA: 7 +54.62, 31.00' LT 415.83 420.82
21 2 +87 STA: 6 +53.60 5.00' AT STA' 6 +53.60, 31.00' LT 414.84 418.44
22 7. +67 STA: 6+33.35 5.00' RT STA:6 +33.35, 31.00' LT 414.58 418.90
23 1 +52 STA: 5 +18.35 5.00' RT STA:5+18.35, 31.00' LT 412.81 413.53
24 1 +32 STA 4 +98.35, 5.00' RT STA. 4 +98.35, 31.00' LT 41251 413.23
25 1 1 +36 STA: 3 1 56.12 5.00 AT STA. 3+58.47, 31.00' LT - 410 37 411.09
29 1 0+79 1 STA: 1 1 93.77, 3.42 RTI STA: 1 +93.77, 31.00' LT 409.39 411.19
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1995 S. Weal STREET 6= (1533) 272 -40
08 25'/2- FEDERAL WAY. WA 98003 lmaTwWWAC iIO
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE - MINOR AMENDMENT
SANITARY SEWER PLAN AND PROFILE
NE 2ND PUCE.
DESIGNED: BAS DATE: 08/25/12 FILE NAME 12183 -C15
DRAWN. TAS
CHECKED: BAS SCALE. 1' : 40• FIELD 86OK PAGE
OF PWLZCC ..S
APPR. DATE APPROVED: SHEET: -15 OF -25
4��t ''��''^^��{^^ ➢IR��6.,C.[.FJJTCR O
S= 365101
A
,,yy��.SCk�.
44 I °F w" r,��Cpr,
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ANA AS Cmiommu
TP$ PLd..0
"A�'1 Zg7'Fm"
SIONAt S�'� g11L EARN• 8 ""CT Ym6EIw
1995 S. Weal STREET 6= (1533) 272 -40
08 25'/2- FEDERAL WAY. WA 98003 lmaTwWWAC iIO
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE - MINOR AMENDMENT
SANITARY SEWER PLAN AND PROFILE
NE 2ND PUCE.
DESIGNED: BAS DATE: 08/25/12 FILE NAME 12183 -C15
DRAWN. TAS
CHECKED: BAS SCALE. 1' : 40• FIELD 86OK PAGE
OF PWLZCC ..S
APPR. DATE APPROVED: SHEET: -15 OF -25
4��t ''��''^^��{^^ ➢IR��6.,C.[.FJJTCR O