HomeMy WebLinkAboutSWP3002042.7CN
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STRUCTURE
SIZE
INVERT ELEVATION
CB1
2'-6„X2,-- 10„
8"S - 13.60
TYPE i
C132
2'-6" X2- 10"
8" S - 13.00
TYPE f
C133
48" DIA
12" S - 13.09(MATCH EXIST)
TYPE 11
12" W - 13.09
CN4
54" DIA
12" S - MATCH EXIST
TYPE II
15" E - 12.75
8"N - 13,30
CB-1
72" DIA
15"W - 12.15
TYPE it
24" E - 1 1.40
12" S - MATCH EXIST
8" N - 12.40
CB
48" DIA
14" E - -14.10
TYPE 11
14"N - 14.10
DIVERSION
(SEE SHT S503)
24" W - 1 1.30
STRUCTURE
12 E - 12,80
14" W - 14.60 �v
14' W - 14.00 U
27" N - 13.00
WETVAULT
(SEE SHT S500)
14"S - 14.00 1
14" E - 14.60(SEE SHT S502)
ABANDONED
4' FM
5 18" STS - --
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-- — - HPW---r----- fi
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CONSTRUCTION NOTES
Q48" DIA TYPE II CATCH BASIN. SEE CITY OF RENTON STANDARD DETAIL .3.2.3.
PROVIDE PAVEMENT PATCH PER DETAIL 9/12101.
QTYPE I CATCH BASIN. SEE DETAIL 8/C52, AND CITY OF RENTON STANDARD
DETAIL 3.2.2. SEE SHEETS C50 AND C51 FOR LOCATIONS.
A15" C76 CLASS IV CONCRETE PIPE. MATCH EXISTING PIPE INVERTS
AND GRADE. SEE DETAIL 3/C101 FOR CONNECTION TO EXISTING PIPE.
12" C76 CLASS IV CONCRETE PIPE. SEE TABLE FOR INVERT ELEVATIONS,
12" C76 CLASS IV CONCRETE PIPE, MATCH EXISTING PIPE INVERTS
I \ AND GRADE. SEE DETAIL 3/C101 FOR CONNECTION TO EXISTING PIPE.
6 14" CLASS 52 DUCTILE IRON PIPE. SEE TABLE FOR INVERT ELEVATIONS.
7 15" C76 CLASS IV CONCRETE PIPE. SEE TABLE FOR INVERT ELEVATIONS.
27" C76 CLASS IV CONCRETE PIPE. SEE DETAIL 10/C101 FOR CONNECTION.
8 AT EXISTING JUNCTION BOX.
9 54' DIA TYPE 11 CATCH BASIN. SEE CITY OF RENTON STANDARD DETAIL 3.2.3.
REFER TO SHEET S503 FOR DIVERSION STRUCTURE PLAN AND SECTIONS.
-- --------- HPW
AF
4" STS _ U-
4-04 BUILDING N
WATER VAULT
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CONSTRUCTION NOTES
REFER TO SHEETS S500, S501, AND S502 FOR WETVAULT PLAN AND
1 SECTIONS.
A 48" DIA TYPE 11 CATCH BASIN. SEE CITY OF RENTON STANDARD ' DETAIL
A 8" CLASS III CONCRETE PIPE. SEE TABLE FOR INVERT ELEVATIONS.
A4
TYPE 1 CATCH BASIN. SEE DETAILS 8/C52, 6/C101, AND CITY OF RENTON
STANDARD DETAIL 3.2.2. CONNECT WITH CLASS III 8" CONC PIPE TO
STORM DRAIN. SEE SHEETS C50 AND C51 FOR LOCATIONS.
A8" CLASS 52 DUCTILE IRON PIPE. MATCH EXISTING INVERT ELEVATION
ATEXISTING CATCH BASIN. SLOPE 0.2% MINIMUM TO NEW TYPE II
CATCH BASIN, PROVIDE PAVEMENT PATCH PER DETAIL 9/C101.
QSEE DETAIL 10/C52 FOR CONCRETE ENCASEMENT OF 8" AIR LINE.
f� 48" DIA TYPE 11 CATCH BASIN WITH SLIDE GATE AND 24-INCH
f� DIAMETER NON -LOCKING LID. SEE DETAIL 6/S503.
72" DIA T)`PE 11 CATCH BASIN WITH 24" DIAMETER NON -LOCKING
I LID. SEE CITY OF RENTON STANDARD DETAILS 3.2.3 AND 3.6.7.
GENERAL NOTES
1. SEE: GENERAL NOTES 1,2,3, & 4 ON C20.
2, ANY CONFLICTS BETWEEN PAVING ELEVATIONS AND
PIPE INVERT ELEVATIONS SHALL BE IMMEDIATLY
REPORTED TO THE CONSTRUCTION ENGINEER.
3. SHORT LENGTHS OF THE HIGH PRESSURE WATER
MAIN SHALL BE SHUT DOWN BETWEEN SECTION VALVES
DURING CONSTRUCTION OF ADJACENT STORM DRAINS.
COORDINATE WITH BOEING FIRE PROTECTION.
4, CONTRACTOR SHALL IMMEDIATLY NOTIFY BOEING
CONSTRUCTION ENGINEER IF 18-INCHES MINIMUM COVER
CANNOT BE MAINTAINED OVER TOP OF NEW STORM DRAIN
OR WHERE NEW STORM DRAIN PIPE SLOPE IS LESS
-THAN 0.2%.
5. WETVAULT DESIGN CRITERIA:
TRIBUTARY DRAINAGE AREA: 11.78 ACRES
WETVAULT SURFACE AREA: 5510 SF±
DESIGN FLOW: 1.37 CFS (1 /3 OF 2--YR STORM)
150 _ EXISTING 18" RCP STORM DRAIN
Q CAPPED EACH SIDE OF EXIST
CEM CONC PVMT. PROTECT
5 a DURING CONSTRUCTION
z
HPW 10" wwP
8" STS _ 2 - 8" STS 2 - 8" STS
- - - - --- - STS - - STS - --
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-12"STS
AF I I AF— ------ ; --- - AF -HPW A
12 11 STS
- H P4-
G M --- - J
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NEW 8" AIR LINE
FOR FUTURE
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1 101' [---REPLACE 8" HPW
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15' STS
A-mlI
300'
I
12" STS --- -- ----- - 12" STS -
ABANDONDED 4"FM
- 10" H PW --------- -- -- - - - ------------------- HPW --- -- ---- ----- - - - - -
4-81 BUILDING LEGEND
PROPOSED EXISTING --- A -- COMPRESSED AIR
N----- O MANHOLE AF- AUXILARY FIRE
-- CHWS &R - CHILLED WATER SUPPLY AND
t� VALVE RETURN
- FM --- FORCEMAIN
40' 0 40' 80' ■ ❑ TYPE 1 CATCH BASIN ----- SS SANITARY SEWER
GRAPHIC SCALE @O MONITORING WELL HPW HIGH PRESSURE WATER
---- STS ------ STORM DRAIN
FIRE HYDRANT
---GM------ GRAVITY MAIN
BURIED UTILITY
PIPING AS NOTED
• TYPE II CATCH BASIN
18" STS 12" STS
-f FM
ARB %LVW LT
STS
HPW
15" STS
12" STS
2,CSTS 12"ST!
15" STS
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EXISTING
JUNCTION BOX
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MONITOR WELL TO 8 �
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' STRUCTUREA DURING CONSTRUCTION o
CB3 4
10" HPW
EXISTING
JUNCTION
BOX
33" STS 5
W ----- WATER
P POWER
C ---- COMMUNICATION7
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1 ; ,'RECOPQ DRAWING` � CITY OF RENTOT4
I KRAMER, CHIN & MAY0
CONSULTING ENGINEERS DEPARTMENT OF PUBLIC WORKS
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