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AXIS SURVEY & MAPPING, INC.
13003 NE 126TH PL
KIRKLAND, WA 98028 425
425-823-5700
AS -BUILT DRAWINGS
10/31/2014 420
415
410
m
1/
7'
ELEV = 426.5e 426.49'
ELEV = 420.25 426.24'
PLA
WEER DETAIL
NOT M SCALE
SEE NOTE
1
I
14
AWAY FROM
STRUCTURE EDGE TO
AVOID CONFLICT
POSED GOADE
AND MAKE SURE
LF,1� +0 SO
STRUCTURALLY SECURE.
j
EL 426.80—
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426.49'
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-- _---
1/
7'
ELEV = 426.5e 426.49'
ELEV = 420.25 426.24'
PLA
WEER DETAIL
NOT M SCALE
1
S.D.
425
420
415
410
5+00 5+40 5+10 6+20
TfJR41GATE MANHOLE TO CB #2A
SCALE: 1"=20' HMZ.
i'+5' ven.
ELBOW CTETAIL
NOT TO SCALE
180
NOTED ON MAIN DETAIL
WEIR DETAIL ABOVE
L BRASS INFORMATION
ON STRUCTURE WALL
LADDER.
I.E. = 428.60, 1870 --o I.E. 420.00, 18"0
420.51' 418.49'
420.02'
18"0 FROP TEE -z
RESTRICTOR PLAN STEPS OR LADDER
WITH 2-1/2'0 ORIFICE w
C.B. #3, TYPE 2-60.0
CCJNTRQL STR.IJCTURE
SCALE 1' = 2'
CY YMereerus" Be-Of� YOU -Cos WwVI.l8TCIVII.COtt1
m�rTxAORwA1
ESM J08 #1670-'-0
NO.
CONTROL STRUCTURE NOTES:
1. USE A-MNMUM OF A 54 IN. :DIAM. TYPE 2 CATCH BASIN.
2, OUTLET CAPACITY: 100 -YEAR DEVELOPED- PEAK FLOW. .
3. METAL HARTS: CORROSION RESISTANT. NON -GALVANIZED PARTS
PREFERRED. GALVANIZED PIPE PARTS. TO HAVE ASPHALT TREATMENT 1.
4. FRAME AND LADDER OR STEPS OFFSET $0:
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CUMP-DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE
C. FRAME IS CLEAR OF CURB
5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE. OUTLET
PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4
IN.
6. PROVIDE AT LEAST ON 3 X 0A90 GAUGE SUPPORT BRACKET ANCHORED
TO CONCRETE WALL WITH 5/8 IN. STAINLESS STEEL EXPANSION BOLTS
OR EMBEDDED SUPPORTS 2 IN. INTO M/H WALL (VERTICAL SPACING).
7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MIN.
CLEARANCE AS SHOWN.
8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS
TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED
REVISION
PLAN VIEIAI
SCALE:, I' - 2'
Y,
�rwom-
ane,an
srort x
IMF �"�.~ �A"1e�wMW�YutAl��
f�
CHAIN LINK FENCE TYPE 3
NOT TO SCALE
-
i."aCwo(ml
e,«nawawm,',
-�`�" CITY OF
M '.1 ,4 —•• _. 1•i�. xoimurtx. wn f. ,m,
"" ""'.uw _ •► RENTON
DATUM r
�'�"`�` Planning/Building/Public Works Dept.
A� xor ocec,
BY .DATE APPA
. 2-3-7-,41 -3
MUM "ve
0
NOTE.
EXCERPTS FROM WSDOT
STNADARD PLAN L-30,10-01
FENCE TO BE COATED
W/BLACK VNNYL
wu,esr
7W PAL MP roe.
CHECKED FOR COMPLIANCE TO CITY STANDARDS
GATE
LaRosa
POND A PLAN, CROSS SECTIONS 8L DETAILS
sAge
c
eD2
SEE NOTE
CONTRACTOR
TO INSTALL FROP-T
AWAY FROM
STRUCTURE EDGE TO
AVOID CONFLICT
WITH DEBRIS CAGE
AND MAKE SURE
FROP-T IS
STRUCTURALLY SECURE.
j
EL 426.80—
N
EL -426-.5A-
g�y
426.49'
INS
z
m
6"
1-5/8"
* "e���ELgp
T 4 ww CE
n
425.71'
C*
1
S.D.
425
420
415
410
5+00 5+40 5+10 6+20
TfJR41GATE MANHOLE TO CB #2A
SCALE: 1"=20' HMZ.
i'+5' ven.
ELBOW CTETAIL
NOT TO SCALE
180
NOTED ON MAIN DETAIL
WEIR DETAIL ABOVE
L BRASS INFORMATION
ON STRUCTURE WALL
LADDER.
I.E. = 428.60, 1870 --o I.E. 420.00, 18"0
420.51' 418.49'
420.02'
18"0 FROP TEE -z
RESTRICTOR PLAN STEPS OR LADDER
WITH 2-1/2'0 ORIFICE w
C.B. #3, TYPE 2-60.0
CCJNTRQL STR.IJCTURE
SCALE 1' = 2'
CY YMereerus" Be-Of� YOU -Cos WwVI.l8TCIVII.COtt1
m�rTxAORwA1
ESM J08 #1670-'-0
NO.
CONTROL STRUCTURE NOTES:
1. USE A-MNMUM OF A 54 IN. :DIAM. TYPE 2 CATCH BASIN.
2, OUTLET CAPACITY: 100 -YEAR DEVELOPED- PEAK FLOW. .
3. METAL HARTS: CORROSION RESISTANT. NON -GALVANIZED PARTS
PREFERRED. GALVANIZED PIPE PARTS. TO HAVE ASPHALT TREATMENT 1.
4. FRAME AND LADDER OR STEPS OFFSET $0:
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CUMP-DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE
C. FRAME IS CLEAR OF CURB
5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE. OUTLET
PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4
IN.
6. PROVIDE AT LEAST ON 3 X 0A90 GAUGE SUPPORT BRACKET ANCHORED
TO CONCRETE WALL WITH 5/8 IN. STAINLESS STEEL EXPANSION BOLTS
OR EMBEDDED SUPPORTS 2 IN. INTO M/H WALL (VERTICAL SPACING).
7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MIN.
CLEARANCE AS SHOWN.
8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS
TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED
REVISION
PLAN VIEIAI
SCALE:, I' - 2'
Y,
�rwom-
ane,an
srort x
IMF �"�.~ �A"1e�wMW�YutAl��
f�
CHAIN LINK FENCE TYPE 3
NOT TO SCALE
-
i."aCwo(ml
e,«nawawm,',
-�`�" CITY OF
M '.1 ,4 —•• _. 1•i�. xoimurtx. wn f. ,m,
"" ""'.uw _ •► RENTON
DATUM r
�'�"`�` Planning/Building/Public Works Dept.
A� xor ocec,
BY .DATE APPA
. 2-3-7-,41 -3
MUM "ve
0
NOTE.
EXCERPTS FROM WSDOT
STNADARD PLAN L-30,10-01
FENCE TO BE COATED
W/BLACK VNNYL
wu,esr
7W PAL MP roe.
CHECKED FOR COMPLIANCE TO CITY STANDARDS
GATE
LaRosa
POND A PLAN, CROSS SECTIONS 8L DETAILS
sAge
c
eD2
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