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�RENTON VILLAGE EXPANSION
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NORTH 1/4 CORNER
NE CORNER SECTION 19
TWP.23N.,RGE.5E.,W.M.
SECTION 19
FOUND CONCRETE MONUMENT
MATH TACK IN LEAD IN MON CASE
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FOUND CONCRETE MONUMENT
FOUND CONCRETE
OCTOBER,
2005
MATH TACK IN LEAD IN MON CASE
NORTH UNE NE1/4 SECTION 19, TWP.23N.,RGE.5E.,W.M.
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N88"42'36"W 2661.89 MEASURE
BASIS OF BEARINGS
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- — SET 1 /2" REBAR WITH — UNDERGROUND TRAFFIC JUNCTION BOX
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FOUND MON IN CASE 84— SET CONCRETE NAIL & WASHER — TELEPHONE VAULT
NI�'2g26*E Cr — CATCH BASIN — CONCRETE PAD �
ST M' — STORM MANHOLE — POWER VAULT S* sT
PROJECT SITE
12TM
�I SSM — SANITARY SEWER MANHOLE — STEEL TRANSMISSION TOWER
N C' — CLEANOUT — TRANSFORMER VAULT sw 13TM sT
GI1 — GREASE INTERCEPTOR TANK — TELEPHONE JUNCTION BOX
RENTON LLA-001-88 I F — FIRE HYDRANT — TELEPHONE PEDESTAL-405
NW CORNER LOT C. E W ' — WATER VALVE — TELEPHONE MANHOLE
N0128 26 WIN — WATER MANHOLE — POWER PULL BOX
FH — FIRE HOSE CONNECTION — POWER SWITCH BOX
S/ TE 0 — WATER METER — POWER JUNCTION BOX
PI\. — POST INDICATOR VALVE — POWER METER
DC — DETECTOR CHECK VALVE VAULT — GAS VALVE
FVL — CONCRETE FIRE VAULT — STANDPIPE
ML — METAL LIGHT POLE
— FLOW LINE— CURB GUTTER OR ASPHALT
NOTE. SURVEY INFORMATION PROVIDED BY — UNDERGROUND LIGHT JUNCTION BOX ADJACENT TO EXTRUDED CURB z
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HORIZONTAL AND VERTICAL DATUM: FLOODPLAIN NOTE: m N
FEMA FLOODPLAIN ELEVATION = 27.58'. ALL FLOOR ELEVATIONS ON SITE MUST BE CONSTRUCTED A SHEET LIST:
PER CITY OF RENTON SHORT PLAT APPLICATION NO. LUA-00-088—SHPL, LOT "C", CITY OF RENTON MINIMUM OF 1—FOOT ABOVE THE FLOOD PLAIN ELEVATION.
LLA NO. 001-88, RECORDING NO. 20010124900005,
C1.0 COVER SHEET
VOLUME 242, PAGES 272 THROUGH 272—C, RECORDS OF KING COUNTY, WASHINGTON.
C2.0 NOTES
TIES TO CITY OF RENTON HORIZONTAL CONTROL POINTS SHOWN HEREON,
C3.0 EROSION CONTROL AND PRE —LOAD PLAN
BASIS OF BEARINGS. C3.1 EROSION CONTROL DETAILS
EARTHWORK QUANTITIES — FOR PERMIT ONLY C3.2 SITE DEVELOPMENT PLAN
MONUMENTED NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 19, T23N, R5E, W.M. BEARING CUT = 4,500 CY C4.0 GRADING AND DRAINAGE PLAN
NORTH 88"42'36" WEST. FILL = 3,600 CY C4.1 DETAILS
C4.2 STORM AND SEWER ABANDONMENT PLAN
BENCH MARKS: L1.0 LANDSCAPE PLAN
CITY OF RENTON NO. 476
TOP OF HALF INCH IRON PIPE IN CONCRETE MONUMENT 15' EAST OF CENTERLINE INTERSECTION OF SHATTUCK AVENUE AND SOUTH 15TH STREET.
y O Checked for Compliance to City Standards
CITY OF RENTON NO. 659
ONE EIGHTH INCH BRONZE PIN AND CONCRETE PLUG INSIDE TWO INCH DIAMETER STEEL PIPE DOWN J
0.5" IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF SOUTH PUGET DRIVE AND e�'c0 RE
BENSON DRIVE SOUTH.
ELEV. 85.46 POTENTIAL UNDERGROUND
FACILITY OWNERS
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Bothell, Washington 98021-8972 SCALE VERTICAL NAVD 83/1 �� - C TY 0 E
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HORIZONTAL: NAD 1988 991 �►
DESIGNED: }�
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Planners Engineers • Surveyors Landscape Architects N0. REVISION BY DATE [APPR APPROVED: SCALE ACCORDINGLY COVER SHEET
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