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PROPOSED WATER & IRRIGATION EXISTING PROPOSED
AIR RELEASE VALVE Q
WATERMAIN < 18" DIA - -- 8- W - -- 8 W
24" W 24" W
WATERMAIN > 18" DIA
_ IRRIGATION WATER ____8" IRR_ _ 8" !RR
�� 6 "SL
IRRIGATION SLEEVE
BEND ---- +-%_,,
XX XX-
CROSS ---- �+ - - - -- - -+�,t-
X X— TEE --
XX —ll XX- PLUG - - - - � - -� � OR �
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o (DECIDUOUS) FIRE HYDRANT
(CONIFER) WATER VALVE - - - -�WV - - ��-
WATER VALVE W/ VAULT - - - ,��-WV - - -�—'
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REDUCER 8 -1''! - fl- - -4�,W 8 "x4 "REDT,
THRUST BLOCK
DEADMAN BLOCK
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GAS. TELEPHONE, POWER EXISTING PROPOSED
COMMUNICATION /ELECTRICAL DUCTBANK
GAS MAIN _ _ _4" G___ 4" G
OVERHEAD POWER - -- OHP - -- OHP —
OVERHEAD TELEPHONE - - - OHT- - - - OHT
UNDERGROUND ELECTRICAL CONDUIT - -- E - -- E
LIGHT AND POLE #
— SP— SP —SP— ELECTRICAL /LIGHTING - ` O
JUNCTION BOX I� � J
PROPOSED
'� DATUM
�J VERTICAL DATUM: LOCAL
® CONVERSION FACTOR = +3.21' NAVD 88 (CITY OF RENTON)
® THE VERTICAL CONTROL MONUMENTS ARE THE FOLLOWING:
O TBM 2106
FOUND A 2" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE
8 "SD POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED
INTERSECTION OF S.W. GRADY WAY & OAKESDALE AVENUE S.W..
1- $ °SDI ELEVATION = 20.62 NAVD 88, U.S. FOOT.
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LEGEND EXISTING
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CURB & GUTTER LINE - -- - - --
PROPERTY LINE
EASEMENT LINE
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RIGHT OF WAY LINE
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CONSTRUCTION CENTER LINE t -
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TESC SUBCATCHMENT AREA BOUNDARY
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CLEARING LIMIT FENCE
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CHAIN LINK FENCE
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FILTER FABRIC /SURVEY FLAGGING
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UTILITY REMOVAL
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WETLAND BOUNDARY -�- _ _ _ �.
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WETLAND BUFFER
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FREE WATER SURFACE
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UTILITY POLE 1
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LIMITS OF ASPHALT CONCRETE PAVING, LIGHT SECTION
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LIMITS OF ASPHALT CONCRETE PAVING, HEAVY SECTION
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FLOW ARROWS
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CURB RAMP
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TBM 1881
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SHEET PILING
END OF THE CONCRETE RAILING ON THE NORTH SIDE OF THE S.W. 16TH STREET BRIDGE
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OVER THE P -1 CHANNEL. BRIDGE IS LOCATED JUST WEST OF THE INTERSECTION OF
SEWERAGE & DRAINAGE EXISTING
S.W. 16TH STREET AND OAKESDALE AVENUE S.W..
6 "Tp
ELEVATION = 24.16 NAVD 88, U.S. FOOT.
MANHOLE (ECCENTRIC)
8 "RWL
TBM 1914
INLET E I
FOUND A STANDARD COAST & GEODETIC SURVEY (CGS) BENCH MARK BRASS DISC, WITH
3
CATCH BASIN TYPE I / TYPE IP
CATCH BASIN TYPE II O
SET IN THE TOP OF THE MOST NORTHWESTERLY CONCRETE FOUNDATION OF A STEEL
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TRANSMISSION TOWER NEAR THE NORTHWEST CORNER OF LONGACRES RACE TRACK,
PIPE "SD
APPROXIMATELY 90' SOUTHERLY OF THE SOUTHERLY EDGE OF PAVING OF THE EASTBOUND
STORM DRAIN - - - 8 - - -
< 12" DIA
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STORM DRAIN PIPE _ - -18'SD
--- - - -� --
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> 12" DIA
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SANITARY SEWER PIPE 8 "SS
< 12" DIA
3
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TREE DRAIN
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RAIN WATER LEADER
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SECTION LETTER
X REFERENCE TO SECTIONS
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SHEET SECTION DRAWN ON
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SHEET SECTION TAKEN FROM
N_
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PROPOSED WATER & IRRIGATION EXISTING PROPOSED
AIR RELEASE VALVE Q
WATERMAIN < 18" DIA - -- 8- W - -- 8 W
24" W 24" W
WATERMAIN > 18" DIA
_ IRRIGATION WATER ____8" IRR_ _ 8" !RR
�� 6 "SL
IRRIGATION SLEEVE
BEND ---- +-%_,,
XX XX-
CROSS ---- �+ - - - -- - -+�,t-
X X— TEE --
XX —ll XX- PLUG - - - - � - -� � OR �
r FH
o (DECIDUOUS) FIRE HYDRANT
(CONIFER) WATER VALVE - - - -�WV - - ��-
WATER VALVE W/ VAULT - - - ,��-WV - - -�—'
rYw�
REDUCER 8 -1''! - fl- - -4�,W 8 "x4 "REDT,
THRUST BLOCK
DEADMAN BLOCK
u
GAS. TELEPHONE, POWER EXISTING PROPOSED
COMMUNICATION /ELECTRICAL DUCTBANK
GAS MAIN _ _ _4" G___ 4" G
OVERHEAD POWER - -- OHP - -- OHP —
OVERHEAD TELEPHONE - - - OHT- - - - OHT
UNDERGROUND ELECTRICAL CONDUIT - -- E - -- E
LIGHT AND POLE #
— SP— SP —SP— ELECTRICAL /LIGHTING - ` O
JUNCTION BOX I� � J
PROPOSED
'� DATUM
�J VERTICAL DATUM: LOCAL
® CONVERSION FACTOR = +3.21' NAVD 88 (CITY OF RENTON)
® THE VERTICAL CONTROL MONUMENTS ARE THE FOLLOWING:
O TBM 2106
FOUND A 2" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE
8 "SD POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED
INTERSECTION OF S.W. GRADY WAY & OAKESDALE AVENUE S.W..
1- $ °SDI ELEVATION = 20.62 NAVD 88, U.S. FOOT.
DETAIL NUMBER
X REFERENCE TO DETAILS
XX
SHEET DETAIL DRAWN ON
! —SHEET DETAIL TAKEN FROM
COORDINATE NOTES:
ALL COORDINATES SHOWN ut REFER
ENCED ON THESE DRAWINGS HAVE
BEEN TRUNCATED AS NOTED BELOW;
ACTUAL STATE PLANE COORDINATES:
N 173,400 E 1,653,000
AS SHOWN ON PLANS:
N 73,400 E 53,000
LANES OF I -405 AND APPROXIMATELY 75' EASTERLY OF THE EASTERLY RAILROAD TRACKS.
ELEVATION = 22.30 NAVD 88, U.S. FOOT.
HORIZONTAL DATUM: BOEING LONGACRES SITE DATUM ti
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FOR APPROVAL ev ® z/zPga
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TBM 1881
SET 3 1/2" BRASS DISK STAMPED "CITY OF RENTON BM" IN THE TOP OF THE EAST
8 "SS
END OF THE CONCRETE RAILING ON THE NORTH SIDE OF THE S.W. 16TH STREET BRIDGE
OVER THE P -1 CHANNEL. BRIDGE IS LOCATED JUST WEST OF THE INTERSECTION OF
S.W. 16TH STREET AND OAKESDALE AVENUE S.W..
6 "Tp
ELEVATION = 24.16 NAVD 88, U.S. FOOT.
8 "RWL
TBM 1914
FOUND A STANDARD COAST & GEODETIC SURVEY (CGS) BENCH MARK BRASS DISC, WITH
NO KNOWN NATIONAL GEODETIC SURVEY ARCHIVE NUMBER, STAMPED "SS249 RESET 1984 ",
SET IN THE TOP OF THE MOST NORTHWESTERLY CONCRETE FOUNDATION OF A STEEL
TRANSMISSION TOWER NEAR THE NORTHWEST CORNER OF LONGACRES RACE TRACK,
APPROXIMATELY 90' SOUTHERLY OF THE SOUTHERLY EDGE OF PAVING OF THE EASTBOUND
DETAIL NUMBER
X REFERENCE TO DETAILS
XX
SHEET DETAIL DRAWN ON
! —SHEET DETAIL TAKEN FROM
COORDINATE NOTES:
ALL COORDINATES SHOWN ut REFER
ENCED ON THESE DRAWINGS HAVE
BEEN TRUNCATED AS NOTED BELOW;
ACTUAL STATE PLANE COORDINATES:
N 173,400 E 1,653,000
AS SHOWN ON PLANS:
N 73,400 E 53,000
LANES OF I -405 AND APPROXIMATELY 75' EASTERLY OF THE EASTERLY RAILROAD TRACKS.
ELEVATION = 22.30 NAVD 88, U.S. FOOT.
HORIZONTAL DATUM: BOEING LONGACRES SITE DATUM ti
z
Z qq �SIONAL
1 ® ®®--®-- 13Y -- -= lire' r�i ®NSTRUCTI ®N SET1
RECOMMENDED V EXPIRES: os /os /'
co
FOR APPROVAL ev ® z/zPga
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