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VERTICAL DATUM
CITY OF RENTON, NAVD 88
I
BECLAN PLACE m MINOR AMENDMENT
A PORTION OF THE NW 1/40F THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.MI,
CITY OF RENTON, KING COUNTY, WASHINGTON
2ND AVENUE NE NE 2ND PLACE
SEE SHEET C -17 SEE SHEET C -15
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EX. FORCEMAIN FROM MAPLEWOOD ELEM.
SCHOOL IS ACTIVE AND TO REMAIN IN
SERVICE AT ALL TIMES. FORCEMAIN NOT a II L~
FIELD LOCATED. CONTRACTOR TO VERIFY BARRIER FREE CURB CUT
LOCATION PRIOR TO CONSTRUCTION TO
ENSURE IT IS NOT IN CONFLICT WITH �j I 1 + SEE DETAIL SHEET C - \3
o y' °6 20 �c
PROPOSED STORM CONVEYANCE SYSTEM. I o I o CB 79, TYPE 7 -L 1 CB 20, TIP 7 I I 8
STA: 23 +42.22, STA: 24+ 6 03, yi
i I 22.07 LT 17 22 LT 1 I a26
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IE RIM GONG N-.9 0
IE 12 CONIC N =417.6 � `---------- - - - - -- --
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VERTICAL DATUM
CITY OF RENTON, NAVD 88
I
BECLAN PLACE m MINOR AMENDMENT
A PORTION OF THE NW 1/40F THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.MI,
CITY OF RENTON, KING COUNTY, WASHINGTON
2ND AVENUE NE NE 2ND PLACE
SEE SHEET C -17 SEE SHEET C -15
I'� I I -I
Y
EX. FORCEMAIN FROM MAPLEWOOD ELEM.
SCHOOL IS ACTIVE AND TO REMAIN IN
SERVICE AT ALL TIMES. FORCEMAIN NOT a II L~
FIELD LOCATED. CONTRACTOR TO VERIFY BARRIER FREE CURB CUT
LOCATION PRIOR TO CONSTRUCTION TO
ENSURE IT IS NOT IN CONFLICT WITH �j I 1 + SEE DETAIL SHEET C - \3
o y' °6 20 �c
PROPOSED STORM CONVEYANCE SYSTEM. I o I o CB 79, TYPE 7 -L 1 CB 20, TIP 7 I I 8
STA: 23 +42.22, STA: 24+ 6 03, yi
i I 22.07 LT 17 22 LT 1 I a26
a _�� 'w \
IE RIM GONG N-.9 0
IE 12 CONIC N =417.6 � `---------- - - - - -- --
IE 72' CONIC 5 =417.4 1
115,4177
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432
430
428
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422
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408
406
OT
27 +00
0
MAINTENANCE.
GRAPHIC SCALE
90 0 20 0 W 160
m MEN 0000001 MORRIS
( IN FEET )
1 inch = 40 ft.
MME
fixer Goes
derground STA: 27+70.98, 17.22 LT
i
ee -me 1
28+00 _ - - _ 28_ +94.30 -
- Eo5 Eno - - - _
W W
®w
\ SSMH RIM EL. =432.1
'EX. 8 "0 SS C/L CHAN. EL =420.8
17.22 LT
CD CD
Me, �M I�< VT� =1270 z3,¢3„�
PVI S_ 7.79 _ ._
!`21 PVl E V 4 9.82 N
It II n N ^ rm^i A.D = -2.O9 o z
- 4 +10 Q w Q w� u3 M n K= 59.877 n v o
z PVI TA
EV _ 2j736 - --..__. -N �, o, w m ^ ° --- 1 ,6 - --N ° N
v <
S" y
AD. =0.7 QQ QQ N'II [N+p8 N HII U> WC=4N
o�: $ K-129.10 ¢¢
_
¢yam O< -.V 100.100'.__ __. OOh 00 L, ¢w i-N E,
In
II w EXISTI G PROF LE ® .. 4; --'
J. � .. w� >m CENTERLINE 0 RAW >a i ----1' J
I j 5'"
� FINISHED PROFILE ® p 1.52>
1 Kw LEFT FLNWUNE .".. --' 1 = 1091E 126 OFEP SU
w
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r--
]13E21, TYP i C 22, TY E 1
-� ---
CpEp SD � � C I STA. 26 +68.33, 17, 2' LT SLID lOC ING 'LID
IE= 424.71 12 "0 OUT (S) R 430, 0.98, 1122' LT
' SSMH #B, TYPE 149 0 RI '- 4 .71 S A 27+ 0 -
I 4 71 12"0 IN J I- 43
-
_ 6 (KNOCKOUT ON Y) (N)
g% 12 "0 OUT (S)
ST4: 25 +6..39, 5.OP LT
RIM= 426.25 w /SOLID LOCKI G UD
EXST. B, TYPE 1
_ -._. ._._ -L. _. --_ -- ...__.. .- ..- -. ---- - -JE_ 1 &QOrB_0_QU�`L(W)_.__-
STA 22 +92.39 20.15 T -- . - - - - -- - _ --
SSMH TYPE 148 °0 CB 19 YPE 1- _ _ _ _ ____ _ _ _ _
IE= 41 .6 12 "0 W N�_ _ __ ._._...
_IE= _2419. �0
IE= 417.4 12'0 OUT (S STA: 24 76,03, 11.22' L� I EXI611NG GRADE
RIM= 4 1 JERICFiO A EN E E PROFILE CENTERLINE OF R.O:
STA: 2 +28.39, 5.00 L STA: 2 +42.22, 22.07 T I ` SOA T:--f- 0, AO Z L
IE= 419.59 72'0 OUT (S) 1" 4' VE T P OPOSED GRADE
RIM= 4 0.19 w OLID L CKING D RIM= 479.10 � I I
IE -41 10_8.0 -IN-(N)- _ _ °
L FT FLO INE
IE = 412.00 8*9 OUT (W ) IE= 41570 12 "0 OUT (W -
I
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OJ W W hN M O .- � MOO m ✓O J � r O O O ^ C ^ O [V N N
V• V' V ? � cF � < � V• V V cF a K `� V' V V d' ? V'
22 +80 23 +20 23 +60 24+00 24+40 24+80 25 +20 25 +60 26 +00 26 +40 26 +80 27 +20 27 +60 28 +00 28 +40
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)
CHECKED TO CITY STANDARDS FOR COMPLIANCE 1 n
�LA
@Rt Date
Date
REVISIO
436
434
432
430
428
426
424
422
420
418
416
414
412
410
408
406
SANITARY SEWER PIPE TABLE
® 237 LF 8°0 PVC SDR35 D3034 ® 2.49%
5- 365102
ONE. ENOINEENNG 9, PROJECT YANI OBW
1995 S 37!oH STREET Bus (253) 726-4509
26 +6Q FEDERAL WAY, WA 9BW3 bsollIN&VSAddeeT
0 8 ! -/Z
CITY OF RENTON
CALL 48 HOURS DEPARTMENT OF PUBLIC WORKS
BEFORE YOU DIG .. ......... ........_.
BECLAN PLACE - MINOR AMENDMENT
1- 800 - 424 -5555 SANITARY SEWER PLAN AND PROFILE
JERICHO AVENUE NE
DESIGNED: SAS DATE: 08/25/12 FILE NAME: 12183 -016
DRAWN: TAB
CHECKED: BAS SCALE: 1" = 40' FIELD BOOR: '- PAGE:
N BY APPR. DATE APPROVED: DIRECTOR PUBLIC WD �C SHEET: C- fBtOF: 25
{
CWJ 1 S- 6s f V Y-
22 +80 23 +20 23 +60 24+00 24+40 24+80 25 +20 25 +60 26 +00 26 +40 26 +80 27 +20 27 +60 28 +00 28 +40
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)
CHECKED TO CITY STANDARDS FOR COMPLIANCE 1 n
�LA
@Rt Date
Date
REVISIO
436
434
432
430
428
426
424
422
420
418
416
414
412
410
408
406
SANITARY SEWER PIPE TABLE
® 237 LF 8°0 PVC SDR35 D3034 ® 2.49%
5- 365102
ONE. ENOINEENNG 9, PROJECT YANI OBW
1995 S 37!oH STREET Bus (253) 726-4509
26 +6Q FEDERAL WAY, WA 9BW3 bsollIN&VSAddeeT
0 8 ! -/Z
CITY OF RENTON
CALL 48 HOURS DEPARTMENT OF PUBLIC WORKS
BEFORE YOU DIG .. ......... ........_.
BECLAN PLACE - MINOR AMENDMENT
1- 800 - 424 -5555 SANITARY SEWER PLAN AND PROFILE
JERICHO AVENUE NE
DESIGNED: SAS DATE: 08/25/12 FILE NAME: 12183 -016
DRAWN: TAB
CHECKED: BAS SCALE: 1" = 40' FIELD BOOR: '- PAGE:
N BY APPR. DATE APPROVED: DIRECTOR PUBLIC WD �C SHEET: C- fBtOF: 25
{
CWJ 1 S- 6s f V Y-