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DEPARTMENT OF PUBLIC WORKS
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PLAN AND PROFILE
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DESIGNED: BAS
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VERTICAL DATUM
CITY OF RENTON, NAVD 88
BECLAN IAKA BECLAN PLACEI - MINOR AMENDMENT
A PORTION OF THE NW %4 OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
2ND AVENUE NE NE 2ND PLACE
SEE SHEET C-17 SEE SHEET C-15 GRAPHIC SCALE
Ti
0 W BO 180
EX. FORCEMAIN FROM MAPLEWOOD ELEM. i
SCHOOL IS ACTVE AND TO REMAIN IN a
SERVICE AT ALL TIMES. FORCEMAIN NOT < L_
FIELD LOCATED. CONTRACTOR TO VERIFY ;z I I I I j - / �7 ( IN FEET )
LOCATION PRIOR TO CONSTRUCTION TO 1 inch = 40 fL
ENSURE IT IS NOT IN CONFLICT WITH
PROPOSED STORM CONVEYANCE SYSTEM. ` \,-- ---"��
€ y l F^ CB 1 TYPE 1 -L C 20, TYP 1 % I
A: 23 +42.22, S A: 24+ 03, I A
22 07 LT
416.9 Ta / CB 22, TYPE i
(, � I 7.22 LT/l, �
_ _ _ ! I" T' J / ) n Power Gnes�
It 12 CpNC N =477.6 ..� �; .1 - t �-- --- n�L - - -_ 8, 17.22 LT
IE 12` CONC S= 417.4_ ? t 17.7 i J t�l# - Urdgso0:nd �S\A' 2743709
4
��1
22+d@Q4- �^ Fo Line
- .- _ _ _ 1 26+00 27 +00 28+00 j�f ^c _I?e
28+94.30
ERI H E UNE ' .... SEE EET C -5 a ss . _ . e gs a -sue
...._
a -
ORPTC �w
SOMH RIM EL, 420.2 l m __ ✓- z o 1 -
IE 36 P E 4028 I II CB RIM EL 419.7 m r' w
IE 6" IF 5 =407.7 I I ILL It 12 CONC N= 417.4 u
7.4 EXST CB SMH R'IM EL =432.1
IE 12° CMP E =417.4 EX. 8 "0 SS
I I I IE 18° CONC S =417.2 RIM= 423.1 C8 RIM EL =426.5 CB 21, TYPE 1 C L CHAN. EL =420.8
IE= 420.6 72' CONIC (N) CB RIM EL =428.6
CB RIM EL. =419.4 IE =417.0 I I IF= 420.6 12" CONIC (S) It 12 CCNC N =422.7 IE i2" CONIC 5 =x251 STA: 26 +68.33, 17.22 LT SSMH RIM EL. =430.1
IE 18" CONC N =416.7 I I Hill I SMH TYPE 148"4 IE 12" CON, -Q-0 CA CHAN. EL. =422.6
IE 12" cMP E =416s I I III
It 12" CONC S =416.6 = j STA. 23 +28.39, 5.00' LT
420.39 SSMH A TYPE 148'0
i I I RIM = 428.19 -w /SOLID LOCKING UD STA 25 +65.39, 5.00' LT
IE = 41- 2.19800 IN (N) 411.79 RIM = 126..26 w /SOLID LOCKING LID 429.38 PLAN VIEW
c I I I IE = 412.88 8.0 OUT (W)411.69 IE = 416.88 8'0 OUT (W) 417.88 1" = 40'
I � I II II
I I it
436
434
432
430
428
426
424
422
420
418
416
414
412
410
408
406
BENCHMARK
SANITARY SEWER PIPE TABLE
Q 237 LF 8'0 PVC SDR35 D3034 ®$49% 2.61
5 -34461
SD ASBUILT NOTE:
FOR SANITARY SENER ASBUILT INFORMATION
SEE SHEETS C -4 THRU C -B.
SS STUB ASBUILT NOTE:
SANITARY SENFR SERVICE STUB INVERTS ARE
PLACED NEAR THE END OF THE ASBUILT STUB.
THE INVERT ELEVATIONS MHERE PROVIDED BY THE
CONTRACTOR AND THE LOCATIONS OF THE STUBS
*ERE FIELD LOCATED BY SURVEY.
IE - lIE88 8.0 WT (W)411.69
IE=
41570 12 "0 OUT (W}
CITY OF- RENTON
DEPARTMENT OF PUBLIC WORKS
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
BECLAN
SANITARY
(AKA
SEWER
JERICHO AVENUE
BECLAN PLACE)
PLAN AND PROFILE
NE
DESIGNED: BAS
DATE:
03/01/13
FILE NAME: 12183 -C16
_
CjT�4NyMpTIINC�T Q+B�
•
DRAWN: TAS
I SCALE:
1' = 40'
FIELD BOOK: PA08:
C
11
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W
D-
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VERTICAL DATUM
CITY OF RENTON, NAVD 88
BECLAN IAKA BECLAN PLACEI - MINOR AMENDMENT
A PORTION OF THE NW %4 OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
2ND AVENUE NE NE 2ND PLACE
SEE SHEET C-17 SEE SHEET C-15 GRAPHIC SCALE
Ti
0 W BO 180
EX. FORCEMAIN FROM MAPLEWOOD ELEM. i
SCHOOL IS ACTVE AND TO REMAIN IN a
SERVICE AT ALL TIMES. FORCEMAIN NOT < L_
FIELD LOCATED. CONTRACTOR TO VERIFY ;z I I I I j - / �7 ( IN FEET )
LOCATION PRIOR TO CONSTRUCTION TO 1 inch = 40 fL
ENSURE IT IS NOT IN CONFLICT WITH
PROPOSED STORM CONVEYANCE SYSTEM. ` \,-- ---"��
€ y l F^ CB 1 TYPE 1 -L C 20, TYP 1 % I
A: 23 +42.22, S A: 24+ 03, I A
22 07 LT
416.9 Ta / CB 22, TYPE i
(, � I 7.22 LT/l, �
_ _ _ ! I" T' J / ) n Power Gnes�
It 12 CpNC N =477.6 ..� �; .1 - t �-- --- n�L - - -_ 8, 17.22 LT
IE 12` CONC S= 417.4_ ? t 17.7 i J t�l# - Urdgso0:nd �S\A' 2743709
4
��1
22+d@Q4- �^ Fo Line
- .- _ _ _ 1 26+00 27 +00 28+00 j�f ^c _I?e
28+94.30
ERI H E UNE ' .... SEE EET C -5 a ss . _ . e gs a -sue
...._
a -
ORPTC �w
SOMH RIM EL, 420.2 l m __ ✓- z o 1 -
IE 36 P E 4028 I II CB RIM EL 419.7 m r' w
IE 6" IF 5 =407.7 I I ILL It 12 CONC N= 417.4 u
7.4 EXST CB SMH R'IM EL =432.1
IE 12° CMP E =417.4 EX. 8 "0 SS
I I I IE 18° CONC S =417.2 RIM= 423.1 C8 RIM EL =426.5 CB 21, TYPE 1 C L CHAN. EL =420.8
IE= 420.6 72' CONIC (N) CB RIM EL =428.6
CB RIM EL. =419.4 IE =417.0 I I IF= 420.6 12" CONIC (S) It 12 CCNC N =422.7 IE i2" CONIC 5 =x251 STA: 26 +68.33, 17.22 LT SSMH RIM EL. =430.1
IE 18" CONC N =416.7 I I Hill I SMH TYPE 148"4 IE 12" CON, -Q-0 CA CHAN. EL. =422.6
IE 12" cMP E =416s I I III
It 12" CONC S =416.6 = j STA. 23 +28.39, 5.00' LT
420.39 SSMH A TYPE 148'0
i I I RIM = 428.19 -w /SOLID LOCKING UD STA 25 +65.39, 5.00' LT
IE = 41- 2.19800 IN (N) 411.79 RIM = 126..26 w /SOLID LOCKING LID 429.38 PLAN VIEW
c I I I IE = 412.88 8.0 OUT (W)411.69 IE = 416.88 8'0 OUT (W) 417.88 1" = 40'
I � I II II
I I it
436
434
432
430
428
426
424
422
420
418
416
414
412
410
408
406
BENCHMARK
SANITARY SEWER PIPE TABLE
Q 237 LF 8'0 PVC SDR35 D3034 ®$49% 2.61
5 -34461
SD ASBUILT NOTE:
FOR SANITARY SENER ASBUILT INFORMATION
SEE SHEETS C -4 THRU C -B.
SS STUB ASBUILT NOTE:
SANITARY SENFR SERVICE STUB INVERTS ARE
PLACED NEAR THE END OF THE ASBUILT STUB.
THE INVERT ELEVATIONS MHERE PROVIDED BY THE
CONTRACTOR AND THE LOCATIONS OF THE STUBS
*ERE FIELD LOCATED BY SURVEY.
IE - lIE88 8.0 WT (W)411.69
IE=
41570 12 "0 OUT (W}
CITY OF- RENTON
DEPARTMENT OF PUBLIC WORKS
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
BECLAN
SANITARY
(AKA
SEWER
JERICHO AVENUE
BECLAN PLACE)
PLAN AND PROFILE
NE
DESIGNED: BAS
DATE:
03/01/13
FILE NAME: 12183 -C16
_
CjT�4NyMpTIINC�T Q+B�
•
DRAWN: TAS
I SCALE:
1' = 40'
FIELD BOOK: PA08:
C
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TONAL
tsw s STv1X BiKE2i &s: (753)716 -15G9
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 28 +80
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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)
ASBUILT DRAWING
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
Date
Date
Date
NO. I REVISION BY APPR. DATE APPROVED: SHEET: C -16 OF: 25
nurno� o- wsuc vows
Ole s- 3LIWoII
CITY OF- RENTON
DEPARTMENT OF PUBLIC WORKS
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
BECLAN
SANITARY
(AKA
SEWER
JERICHO AVENUE
BECLAN PLACE)
PLAN AND PROFILE
NE
DESIGNED: BAS
DATE:
03/01/13
FILE NAME: 12183 -C16
DRAWN: TAS
I SCALE:
1' = 40'
FIELD BOOK: PA08:
C
NO. I REVISION BY APPR. DATE APPROVED: SHEET: C -16 OF: 25
nurno� o- wsuc vows
Ole s- 3LIWoII