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OTOP111108
CSIT111108
CNOT111108
W
0 STA 23 +3777, ROAD A
Orawnazwse0n N= 507951.05
° NSB72_12°W 595.90' E =1646490.62
64'— — — —
67' 65' 3' 2' _ _ _
W 63'
62'
------------
__________
c°il I �b 7,056 SF t 4 'v
r 7.405 SF 10 �� i '� _ 85 8,098 SF
7,775 SF 1 9 c�ju 8 Z H2' - - -- 1 I INT 21 +86.83 SHADOW AVE I
7,836 SF T .f 13'
8,064 SF 0,008 SF �- --- --- - -i 1 = 34 +91.19 NE 2ND LANE
�_______ -_ -__i _ 6 Z i - 1¢B_____i N= 507800.12
1425'48
INT 30 +1751 NE 2ND LAN R= 180:5 -; _Q= 1422'21" i �i R =30' v° : Lyj f .; -- -� E= 1646489.55
w = 1 +90.51 ROSARIO AVE E 6¢ L =45.5' R= 204.5' --- -' -'-m 71 6 i Q
z N= 507827.32 60 7 44 1? L=51.3' 8.5, 9'PUF_ 71 - R =25' 3I TBM B SF
Q E= 164601252 30 - 24' 3g' 62 3 ^ ��2" REBAR &RED AXIS
F 86T u $103 SF
I
ELEV = 498.79'
Y I I ,e., N= 507799.05
E= 1646562.06
Q W iu R =30' 95', 40 -----------
O I R =15' 57
2
�y
Jr 8.5' R 3 —��9Ar cuM��7 �I pga�c
30' TIP.
O Q I 12' ROW DEDICATION -------- - - - - -- 9 PUE
FRONT
R 25 1 8,103 SF
r----- - - - - -I - --
19 TYP
TRACT A SIDE f 9'' PUE
W2 STORM DRAINAGE 12 .m 13 n smeer 1�B' ____I PROPERTY
J 27234 SF a460 SF z 14 ' ': r - - - - - -, BOUNDARY (TIP.)
a FOUND PUNCHMARK 3 8,139 SF 91,286 SF N
Q IN 2" BRASS DISC IN °� _ 1 5, (SEE POND NOTE) S Ira. � �- 9' PUE � — i 2
CONC MON IN CASE 3 ' R =25' -- ----- ______i SIDE ; ,n 9'�PUE
`- -- - -- --' o
DOWN 0.35' 9' PUE 2s' TIP - 5' 5' 1 1 o
REAR 8.5' 8.5' °
R =25' 1 8,586 SF
0311912007 1 >t 28' ROW DEDICA710N 75' 72' 13 1
$TBM C 174'
5,_ h— ^. i _ F9PUE I e
ELEV = 468.01' _ _ 91 \ �,fl•��
N= 507637.36 10 +00 `" as v = 85 06
R 30'
R 25
R 30
E= 1645998.62 "T--
o 4 ti � n
GAS GAS GAS GA ° __J _ -------------- 00
5 -NEY�ND ='xB 3 83 -1 in 17 +76
INT 10 +77.50 NE 2ND STREET G S — GAS —'� GAS — GAS —GAS PUBLIC GAS GAS -- GAS — UPS - -
= 0 +00.00 ROSARIO AVE NE — _ G`�.S —
} GAS GAS —
N= 507636.81 I N- 507605.77 TBM AJ PE AND- UTILITY --�TRA NT- 15(49.8 2ND STREET GAS —GAS —
E= 1646016.17 E= 1646228.20 R.R. SPIK IN N. 3.1s3 SF = 20 +08.29 SHADOW A - - - - —
FACE OF OVER POLE (PRIVATE ACT OWNED AND N= 507621.58
SURVEY DATA ELEV = 4 6.50' MAINTAINED BY HOA) E= 1646488.29
EXISTING TOPOGRAPHIC AND PLANIMETRIC INFORMATION SHOWN ON THESE PLANS AND USED AS A BASIS OF DESIGN IS
BASED ON FIELD SURVEY DATA AS PREPARED AND PROVIDED BY MEAD GILMAN AND ASSOCIATES:
BASIS OF BEARINGS:
HELD NORTH 8821'18" WEST BETWEEN MONUMENT AT NORTHWEST CORNER OF
SECTION 14 & MONUMENT AT NORTH QUARTER CORNER OF SECTION 14
HORIZONTAL DATUM. NAD 83191
VERTICAL DATUM.
NAVD 88
ORIGINATING BENCHMARK:
CITY OF RENTON POINT /2103
BROKEN BRASS DISK SET IN DRILL HOLE IN CONC.
AT INTERSECTION OF N.E. 47H ST. & 1567H AVE. S.E.
ELEV. = 547.95'
SOE BENCHMARKS:
TBM -A
R.R. SPIKE IN N. FACE OF POWER POLE AT EAST PROPERTY LINE OF HOUSE
115203 & S.E. 132ND ST.
ELEV. = 476.50'
TBM -B
Y2" REBAR & RED AXIS CONTROL CAP
ELEV = 498.79'
TBM C
FOUND PUNCHMARK IN 2" BRASS DISC IN CONC MON IN CASE
DOWN 0.35'
ELEV = 468.01'
GPS /CONVERSION NOTES.
PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD
MEASURED UTILIZING GLOBAL POS1770NING SYSTEM (GPS) SURVEY TECHNIQUES
USING LEICA SYSTEM 500 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT
DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE
CONTROL POINTS UTILIZING LEICA ELECTRONIC TOTAL STATIONS FOR THE
MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR
EXCEEDS THE STANDARDS SET BY WAG 332 -130 -090.
LEGAL DESCRIPTION
PER A.L.T.A. COMMITMENT BY CHICAGO TITLE UNDER ORDER #1198333 DATED DECEMBER 14, 2005
THE WEST 595.72 FEET OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER
OF THE NORTHWEST QUARTER OF SEC71ON 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN
KING COUNTY WASHINGTON;
(ALSO KNOWN AS PARCEL A, KING COUNTY LOT LINE
ADJUSTMENT NUMBER 489033, RECORDED UNDER RECORDING
NUMBER 8408270719, IN KING COUNTY, WASHINGTON.)
Approved by:
UTILITY PERMIT Approved by:
NO. U13002729 Approved by:
CamrVnm 2003 caw caeuwenm. MC. Al amens aerew a. Annroved by
CITY OF RENTON
Date:
Date:
Date:
REFERENCES
1. A.L.T.A. COMMITMENT ORDER NO. 1198333, DATED DECEMBER 14, 2005.
2. LOT LINE ADJUSTMENT PER RECORDING #8408270719, DATED AUGUST 27, 1984.
J. REAL ESTATE CONTRACT PER RECORDING #8872161, DATED APRIL 12, 1965.
4. WATER AS- BUILTS PROVIDED BY KING COUNTY WATER DISTRICT #90.
5. PLAT OF MAPLEWOOD ESTATES, PHASE 2, PER RECORDING #20021126000001, DATED NOVEMBER 6,
2002.
6. PLAT OF WILLOWBROOK LANE PER RECORDING #9408011505, DATED AUGUST 1, 1994.
7. PLAT OF CEDAR CREST ESTATES PER RECORDING #7305220548, DATED MAY 22, 1973.
8. SHORT PLAT #484056 PER RECORDING #8409130561, DATED SEPTEMBER 13, 1984.
GENERAL NOTES
UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON FIELD
LOCATION OF THE SURFACE EVIDENCE OF EXISTING STRUCTURES.
UNDERGROUND UTILITY LOCATION SERVICES WERE NOT PROVIDED FOR
THIS TOPOGRAPHY SURVEY AND THE UNDERGROUND ROUTING OF REPORTED BURIED UTILITIES HAS
NOT BEEN VERIFIED OR CONFIRMED WITH THE UTILITY PURVEYOR. ADDITIONAL UTILITY LOCATIONS
AND UNDERGROUND UTILITY LOCATION PAINT MAPPING WILL BE REQUIRED PRIOR TO ANY
CONSTRUCTION.
EVIDENCE OF LAND OCCUPATION LIKE FENCES, STRUCTURES, PAVED OR GRAVELED SURFACES,
LANDSCAPING, AND ETC. MAY NOT COINCIDE WITH THE DEEDED BOUNDARY LINES, AS SHOWN ON THIS
DRAWING. THERE ARE AREAS ON THIS SURVEY APPEARING TO HAVE DISCREPANCIES BETWEEN THE
DEEDED BOUNDARY LINES AND CERTAIN EVIDENCE OF OCCUPATION. AXIS RECOMMENDS THAT THE
OWNER OR POTENTIAL PURCHASER CONSULT WITH LEGAL COUNSEL WHEREVER DISCREPANCIES EXIST
TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS POTENTIAL
BOUNDARY DISPUTES.
THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT
PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE
DISPUTES. WHERE AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH
LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS
ANY POTEN7AL PROPERTY LINE DISPUTES.
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS
OF A SURVEY CONCLUDED ON MARCH 22, 2007 AND CAN ONLY BE CONSIDERED AS INDICATING THE
GENERAL CONDITIONS EXISTING AT
THAT TIME.
2 14- 11 NO.
REVISION
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MITCH EVANS. PLS
PETER EVANS
1"=50'
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DATUM
POND NOTE
1. TRACT A SHALL BE OWNED BY THE HOA AND AN EASEMENT
GRANTED TO THE CITY (INSIDE POND FENCE) FOR
MAINTENANCE OF THE POND. THE HOA SHALL BE
RESPONSIBLE FOR MAINTENANCE OF LANDSCAPING OUTSIDE
THE POND FENCE.
R- 313206
0
PLAN
(b
50 104
IN FEET
Im
CONSULTANTS
Site Planning • Civil Engneenng
CALL BEFORE land Use COnsalfing • Project Management
DID 7337tAAw�ew.Sure100 l Ni wa WA9a133
1. 800.424.6555 more: (425) 29523901 FA%:(425)2as2389
www. 411consultents.com
d'9 » CITY OF MAPLEWOOD PARK EAST 5/30/14
RENTON ROADWAY GRADING, DRAINAGE. AND SANITARY SEWER IMPROVEMENTS
Planning /Building /Public Works Dept. HORIZONTAL AND VERTICAL CONTROL PLAN 00.20
CD•' i2- 3-? 3,;)0(o IAHN