HomeMy WebLinkAboutJones - Topo Survey 9.19.08FOUND PUNCH IN 1 5/8"
BRASS CAP IN 4"X4"
CONCRETE MONUMENT IN
CASE. (9/2008)
FOUND PUNCH IN 1 3/4'
BRASS DISK AT
SURFACE. (9/2008)
SDMH #7589 _
RIM = 38.07
IE12"CONC S= 26.95'
IE 12" CONC NE = 26.96'
PLANTED AREA
SDMH
#7541
RIM =
36.82
IE 12"
CONC N = 27.96'
IE 12"
CONC S = 27.89'
IE 8"
CONC SW = 33.13'
IE 8"
CONC E (UNABLE T
MEASURE)
CB #7637
RIM = 37.25
IE 8" CONC NE = 34.12'
CB #7540
RIM = 36.69
IE 8" CONC W = 33.69'
SSMH
#7559
RIM =
37.99'
IE8"PVC
NE=31.07'
IE8"
PVC S= 33.33'
IE 8"
PVC W = 30.60'
SSMH #7571
RIM = 38.76
IE 8" PVC SE&SW = 33.30'
(CENTER CHANNEL)
PLANTED AREA
SDMH ##7541
RIM =
39.21'
IE 12"
CONC N =
30.67'
IE 8"
CONC E =
34.40'
IE 8"
CONC W =
34.70'
IE 8"
CONC SE =
34.05'
N88'24'57"W (MEAS)
N88'24'25"W (Rl) 300.29'(MEAS & R1)
FOUND COPPER TACK IN
3" BRASS DISK DOWN
1.2' IN CASE. (9/2008)
REV# DESCRIPTION OF REVISION
DATE
FOUND PUNCH IN 3/4"
BRASS STAUB FLUSH
WITH ASPHALT. (9/20C
DOWN 0.7' IN CASE.
(9/2008)
m
OU TFALL
IE 12 isCONC SW = 26.21'
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PICNIC TABLE \ ,o
TOPOGRAPHIC SURVEY
BOTTOM OF
CEDAR RIVER AT
APPROXIMATE
EDGE OF WATER
AS LOCATED
9/4/08
25.8
OU TFALL
IE 12" CMP SW = 30.62'
ix
25.8
CB-,..: .7426
: =:: -.-3
I:E.. $:,..UC S*W _:.:.:..35.08'
SE _ 34.98':.:.:,:.:..
E' :.y,:.:..C`AW"� ,NE = 34.98'
CB ##7423
RIM =
37.62'
IE12"
PVC S=35.56'
IE 8"
PVC NW = 35.46'
SSMH
#7427
RIM =
38.79
IE 8"
PVC NW = 34.89'
IE8"PVCS=34.93'
CB ##7422
RIM = 40.50'
IE 6" CONC NE = 39.56'
CB ##7424
RIM = 40.61 "
IE 12" PVC N = 36.07'
IE 12" PVC S = 3 7.40'
IE12"PVC E= 36.09'
SD
FOUND PUNCH IN 1 1 /2"
BRASS DISC IN 499X4"
CONCRETE MONUMENT
DOWN 0.4' IN CASE.
(9/2008)
COMMERCIAL
WATERWAY NO. 2
24.6
TOPOGRAPHIC SURVEY
JONES PARK
X 38.9
-0-
30 15 0 30 60
1" = 30'
DATUM/BASIS OF BEARINGS
HELD N01'28'31 "E BETWEEN THE FOUND MONUMENTS ALONG THE
CENTERLINE OF WELLS AVE. S. PER SURVEY BY PACE UNDER
RECORDING NO. 20050110900004, RECORDS OF KING COUNTY,
WASHINGTON.
ORIGINATING BENCHMARK:
KING COUNTY MONUMENT NO. 58899 3" BRASS DISK SET IN DRILL
HOLE, AS PUBLISHED IN SURVEY CONTROL DATABASE.
VERTICAL DATUM: N A VD ' 88
ELEVATION: 44.54'
TEMPORARY BENCHMARKS:
TBM 'A' EASTERLY BASE BOLT ON LIGHT POLE AT NORTHWESTERLY
CORNER OF SITE.
ELEVATION: 3 7.9 7'
TBM 'B' NORTHWESTERLY TOP FLANGE BOLT OF COREY FIRE
HYDRANT (WESTERLY OF 2) AT SOUTHEAST CORNER OF SITE.
ELEVATION: 42.75'
LEGAL DESCRIPTION
LEGAL DESCRIPTION PER DEED RECORDED IN VOLUME 1238 OF DEEDS
PAGE 227 RECORDS OF KING COUNTY, WASHINGTON. (PROVIDED BY
CLIENT)
BEGINNING AT A POINT WHERE THE WEST LINE OF MAIN STREET, IN
THE CITY OF RENTON, WASHINGTON, IF PRODUCED NORTHERLY,
WOULD INTERSECT THE SOUTH MARGINAL LINE OF THE RIGHT OF WAY
OF COMMERCIAL WATERWAY NO. 2; THENCE SOUTH 0'46' WEST
ALONG THE WEST LINE OF MAIN STREET 96.96'; THENCE NORTH
89'07' WEST AND PARALLEL TO THE CENTER LINE OF SECOND
AVENUE, 300' TO THE WEST LINE OF WELLS STREET PRODUCED
NORTHERLY; THENCE NORTH 0'46' EAST 150% THENCE SOUTH 89'07'
EAST 30' TO THE CENTER LINE OF THE OLD BED OF CEDAR RIVER;
THENCE NORTHWESTERLY ALONG THE CENTER LINE OF THE OLD BED
OF CEDAR RIVER TO IT'S INTERSECTION WITH THE SOUTH MARGINAL
LINE OF THE RIGHT OF WAY OF COMMERCIAL WATERWAY NO. 2;
THENCE SOUTH 50'13' EAST ALONG SAID RIGHT OF WAY LINE TO THE
POINT OF BEGINNING.
SYMBOL LEGEND
POWER JUNCTION BOX
POWER METER
POWER VAULT
STREET LIGHT
SIGNAL VAULT
FIBER OPTICS MANHOLE
TELECOMMUNICATIONS VAULT
TELECOMMUNICATIONS JUNCTION BOX
SANITARY SEWER MANHOLE
CATCH BASIN
STORM DRAIN MANHOLE
FIRE HYDRANT
IRRIGATION CONTROL VALVE
WATER METER
WATER VALVE
WATER MANHOLE
SIGN
PAINT MARK
THROUGH ARROW
WHEEL CHAIR RAMP
BENCH
SPOT ELEVATION
FOUND MONUMENT IN CASE
FOUND SURFACE MONUMENT
SET BENCHMARK
NOTES
UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD
LOCATION OF EXISTING STRUCTURES. FIELD LOCATION OF UTILITIES
BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON
UTILITY MAPS FROM CITY AND UTILITY DRAWINGS INDICATING
REPORTED UTILITY INSTALLATIONS. OTHER UTILITIES MAY EXIST. NO
SUB -SURFACE EXPLORATION WAS MADE TO VERIFY UTILITY ROUTINGS
AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED
WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO
DESIGN FOR VERIFICATION.
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS
OF A SURVEY CONCLUDED ON SEPTEMBER 9, 2008 AND CAN ONLY
BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING
AT THAT TIME.
INSTRUMENTATION FOR THIS SURVEY WAS A LEICA 1103 TOTAL
STATION. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE,
MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090.
REFERENCES
(Rl) RECORD OF SURVEY BY PACE, RECORDED UNDER AUDITOR'S
FILE NO. 20050110900004, RECORDS OF KING COUNTY,
WASHINGTON.
(R2) RECORD OF SURVEY BY SCHROETER LAND SURVEYING,
RECORDED UNDER AUDITOR'S FILE NO. 200802299000090
RECORDS OF KING COUNTY, WASHINGTON.
RECORD OF SURVEY BY SCHROETER LAND SURVEYING,
RECORDED UNDER AUDITOR'S FILE NO. 20040922900010,
RECORDS OF KING COUNTY, WASHINGTON.
RECORD OF SURVEY BY HEBRANK, STEADMAN & ASSOCIATES,
RECORDED UNDER AUDITOR'S FILE NO. 9811189003, RECORDS
OF KING COUNTY, WASHINGTON.
RECORD OF SURVEY BY MERIWETHER LEACHMAN ASSOCIATES,
INC., RECORDED UNDER AUDITOR'S FILE NO. 91043090119
RECORDS OF KING COUNTY, WASHINGTON.
RECORD OF SURVEY BY LEONARD I. SCHROETER, RECORDED
UNDER AUDITOR'S FILE NO. 8406059024, RECORDS OF KING
COUNTY, WASHINGTON.
RECORD OF SURVEY BY TOWN SEND- CHASTAIN & ASSOCIATES,
RECORDED UNDER AUDITOR'S FILE NO. 8203239010, RECORDS
OF KING COUNTY, WASHINGTON.
CONDOMINIUM SURVEY BY CENTRE POINTE SURVEYING,
RECORDED UNDER AUDITOR'S FILE NO. 200010110011179
RECORDS OF KING COUNTY, WASHINGTON.
CONDOMINIUM SURVEY BY MEAD GILMAN & ASSOCIATES,
RECORDED UNDER AUDITOR'S FILE NO. 20030114000019,
RECORDS OF KING COUNTY, WASHINGTON.
PLAT OF TOWN OF RENTON, RECORDED IN VOLUME 1, PAGE 135,
RECORDS OF KING COUNTY, WASHINGTON.
KING COUNTY ASSESSOR'S MAP FOR THE NW 1/4, SEC. 17,
TWP, 23N., RGE. 5E., W.M.
LI N E
LEGEN D
SS
SANITARY SEWER LINE
SD
STORM DRAIN LINE
P
P
POWER LINE
W
WATER LINE
FO
FIBER OPTICS LINE
X X
X X
CHAIN LINK FENCE LINE
11
WIDE
�� WD F
WOOD FENCE LINE
+
+ CF
CONSRUCTION FENCE
- - -
- - -
EDGE OF WATER
EOL
EDGE OF LAWN
CW
EXISTING CONCRETE
RETAINING WALL
HATCH LEGEND
PETER RENNER,
CITY OF RENTON
RENTON CITY HALL
5 TH FLOOR
105 5 S. GRADY WAY
RENTON, WA. 98057
a.
a° a
CONCRETE PAVING
a a
ASPHALT PAVING
BUILDINGS
• . %• • ,•, • ,�� ,• , • • • • ,•t • •
GRAVEL SURFACE
BRICK PAVING
TREE LEGEND
° 12"CN
CHESTNUT
° 12"D
DECIDUOUS
S
° 12"E
ELM
• 12"F
FIR
° 12"M
MAPLE
12"P
•
PINE
° 12 "S
SPRUCE
HEDGE
SW 1/4, NW 1/4, SEC. 17,TWP. 23N.,RGE. 5E.,W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
�rur VCy CX IVIQppIII�j
13005 NE 126th PL
KIRKLAND, WA 98034
TEL. 42 5.823-5700
FAX 425.823-6700
www.axismap.com
JOB NO.
DATE
08-116
9/19/08
DRAWN BY
CHECKED BY
im
< MTSE
SCALE
SHEET
1"=30'
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