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HomeMy WebLinkAboutLUA 09-099 & LUA-09-100_Large Format 029
Notes
1. /NSTRUMENTA TION FOR THIS SURVEY WAS A ONE MINUTE THEODOLITE
AND ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS
SURVEY WERE FICLD IRA VERSE. MEETING OR EXCEEDING STANOAROS SET
BY WAC 332-130-090.
2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS
OF A SURVEY MADE IN MARCH, 2001, AND CAN ONLY BE CONSIDERED
AS IND/CA TING T/-/E GENERAL COND!nON EXISTING AT THAT TIME.
3. ALL EXISTING ON-SI TE STRUCTURES TO BE REMOVED.
4. ADJACENT PARCE:I. LOCATIONS AND OWNERSHIP PER METROSCAN 10/19/2001.
5. SITE TO BE MASS GRADED.
6. OFF-SITE SENS!nVE AREAS APPROX/MA TE ONLY.
7. SIGHT DISTANCE CONFIRMED BY KING COUNTY OCTOBER 20, 2004.
8. FOOTING ORA/NS FOR LOTS 20-26 WILL DISCHARGE TO TRACT F.
POR OF THE NE 1/ 4 OF THE SE 1/ 4 & THE SE 1/ 4 OF THE NE 1/ 4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M.
9. TOPOGRAPHIC MAPPING SHOWN IN LOTS A ANO C PROVIDED BY CORE DESIGN
ENGINEER/NG ANO HAS BEEN GRAPH/CALLY BLENDED WITH THE LOT B
TOPOGRAPHIC MAPPING.
10. FUTURE DEVELOPMENT TRACT E IS ASSIGNED TO MAXIMUM DENSITY OF 2 LOTS.
0
UN£ TABL£
c,Ll'-'NEs__...:LecE,ccN,cGe.Tll,__~8f:AR/NG
LI 24.76' N4J','J0'45'f:
L2 31.18' N46'26'J4'f:
L3 28.01' N15'28'14'E
L4 45.02' N86'24'28'f:
LS 30.68' N88'42'46'W
L6 17.40' N19V9'oo·w
Ll 16.88' NBJVB'OB"W
LB 18. 75' N70'49'25'W
L9 J0.21' NI 7'00'35'f:
LIO 24. 18' N40'J5'57'W
l11 44.58' N44V6'14'W
Ll2 28.56' NJ271'50'f:
Ll3 JJ.57' N2278'52'f:
SCALE: 1" = 100'
50 100
I I
200
I
UN£:
Ll4
L/5
L/6
Lil
LIB
Ll9
l20
L21
L22
L2J
L24
L25
L26
n,,,.-, ""', • ,,,, ••• , ~-' ""jl ,u <.' ••• . "~-··"'"""''
Lf:NGTII
31.92'
31,02'
40.35'
J.J.28'
22.10·
JJ.67'
27.99'
25.81'
23.56'
37.36'
12.47'
13.21'
0.19'
l OT A
Bf:AR/NG
XJNG co. SOUN.DARY LJNE ADJUS7'MfJff No. L99L0022
REC. NO. 20000106900008
I
------J
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FOUND MONUMENT IN CASE
W/ /.5' BRASS DISC
OWN. 0.4'
(11-16-00)
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FOUND 3" BRASS SURFACE
MONUMENT W/PUNCH
(11-16-00)
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SE: 116th ST
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Site Information -
OWNER: MICHAEL SCHIRMAN & CYNTHIA WOLF
12013 148TH A VENUE SE
RENTON, WA 9B059
MICHAEL & KEIKO /Nn..EKOFER
4472 119TH AVENUE SE
BELLEVUE. WA 98006
DEVELOPER: CAMWEST REAL ESTA TE: DEVELOPMf:NT, INC.
9720 NE 120TH PLACE. SUITE 100
KIRKLAND, WA 98034
(425) 825-1955
CONTACT: SARA SLATTEN
ENGINEER/SURVEYOR: TRIAD ASSOC/A TES
121112 115TH AVE NE
KIRKLAND, WA 98034
(425} 821-844B
CONTACT: GERRY BUCK
SECnON/TOIVNSHIP /RANGE: POR OF THE NE 1/4 OF THE SE 1/4 &
THE SE 1/4 OF Tl-IE NE 1/4, ALL IN
SEC. 10, TWP. 23 N., RGE. 5 E.. W.M.
EXISTING ZONING:
AREA:
NUMBER 0/" LO TS:
NUMBER or DWELLING UNITS:
PROPOSED USE:
A VERA GE LlT SIZE:
R-4
17.01 ACRES
66
66
SINGLE FAMILY DETACHED
±5000 SF
ALLOWED DENS/TY.·
PROPOSED DENSITY:
4 UNITS PER ACRE { 4 X 17. 01 = 58 D.U.}
RECREATION AREA:
66 + 17.01 = J.9 DWELLING UNITS PER ACRE
±35,500 SF
RECREATION AREA CALCULATION
MIN. RECREATION AREA REQUIRED:
RECREA .ITON AREA PROVIDED:
{TRACT:' C, G)
66 LOTS X 390 SF = 25,740 SF {0.59 AC)
±25.742 SF
MIN. RECREi, noN PERIMETER ON R.0. W.:
PER/ME7'"R x 10%
RECREATIC,.'. ',0 £:RIMF.TER "ON R.O. W. PROVIDED:·""
SEWAGE Dl:i?OSAL.-
WA TER 5UPJ'I. Y:
FIRE DISTR/l;T:
SCHOOL DIS/RICT:
TELEPHONE SERVICE:
POWER SOURCE:
DRAINAGE BASIN:
DRAINAGE SUB-BASIN
~ .. WEn..AND BUFFER IMPACT:
j:::):/)/:\:j ADDITIONAL BUFFER PROVIDED:
Basis of Bearing
HORIZ. NAO BJ/91
898 LF X 10% = 90 LF
345 LF, {38%}.
CITY OF RENTON
KING COUNTY WATER DISTRICT #90
CITY OF RENTON, DISTRICT #25
ISSAQUAH SCHOOL DISTRICT
GTE: NORT/-/WEST
PUGET SOUND ENERGY
CEDAR RIVER
MAY CREEK
3,668 SF
5,308 SF
CITY OF RENTON CPS CONTROL NETWORK HOLDING CITY OF RENTON MONUMENTS
C.O.R./1851(BASE POINT} AND C.O.R,#1852
THE FIELD MEASUREMENTS FOR THIS TOPOGRAPHIC SURVEY WERE OBTAINED UTILIZING
GLOBAL POSITIONING SYSTEM (CPS} SURVEY TECHNIQUES USING LE/CA SR 9500
EQUIPMENT.
COORDINATtS ASSOC/A TED WIT/-/ T/-1/S ORA WING ARE PROJECT COORDINATES WHICH
MAY 8£ CONVERTED TO STATE: PLANE GRID COORDINATES BY SUBTRACTING 100,000
METERS (32B,OBJ.3333 FEET), THEN MULnPLYING BY THE AVERAGE COMBINED FACTOR
OF (0.9999823034), Tl-IE INITIAL COORDINATE CONVERSION WAS PERFORMED USING
THE LE/CA SKI-PRO PROGRAM VERSION 2.0 2000.
PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED
UTILIZING GLOBAL POSITION/NG SYSTE:M {GPS) SURVEY TECHNIQUES USING LE/CA SR 9500
EQU/PMENJ: MONUMENT POSITIONS THAT WERE NOT DIRECn.. Y OBSERVED USING GPS
SURVEY ll:"CHNIQUES WERE TIED INTO Tl-IE CONTROL POINTS UTILIZING LE/CA ELECTRONIC
TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY
MEETS OR EXCEEDS THE STANDARDS SET BY WAC 332-130-090.
Datum
VERnCAL-NA VD 88 / HOR/Z. NAO 83/91
Benchmark
CITY OF RENTON SURVEY CONTROL NETWORK
MONUMENT #1852
3' BRASS SURFACE MONUMENT FOUND
AT THE CORNER 0/" NE 4TH STREET(SE 128TH ST.)
ANO 148TH AVE SE
IBM "A' SET RR SPIKE IN W. FACE OF WOOD POST
7.0' ABOVE GRADE 15'± SOUTH OF
SW COR OF PARCEL #1
EL.=449.7B
IBM "B' TOP OF 4"X4' CONC MONUMENT
W/ 2' BRASS DISC AND PUNCH
AT PROPER TY CORNER 296 '± SOU TH
OF SITE, WEST SIDE 148TH AVE S.E.
EL.=519.13
Le al Descri tion
CE>
\
\
LOT B OF KING COUNTY 80UNDAl?Y LINE ADJUSTMENT NO. L04L0055, RECORDED
UNDER RECORDING NO. 20041223900005, RECORDS OF KING COUNTY.
WASHINGTON. SITUATE IN THE COUNTY OF KING, STA TE OF WASHINGTON.
Ext1ibit Mn. __ -:1-'.. ___ _
item 1~0. Lt;',2 e C>i:;i c:iS:
Ra"'·''-1•·d 3. 22 -"':L © VVI U -__ ,___._"'1..:::,--~-20[
l<ing County Hearinq Ex,,miner
4'1Ai/l/ f:J[.
\SSOCIATES
"' TRIAD
ASSOCIATJoc;
118141151hAve. NE
Kirkland, WA 98034-6923
425.821.8448
425.821.3481 fax
800.488.0756 toll free
www.triadassoc.com
s 'ii'·--,'
L a 1111 0 e V El IO 11 m El ll t C ?f n's' U it rl'ifcitJl
GERALD F. BUCK, A/CP
PROJECT MANAGER
NICK A YINGER, PLS
PROJECT SURVEYOR
REBf:CCA S. CUSHMAN, PE
PROJECT ENGINEER
PROJECT LANDSCAPE ARCHITECT
F1RST SUBMITl'AL DATE: APRIL 3, 200.
SCALE: RORIZ.: 1"=100' YJ:RT.:N/A
"°: ...... __ _
_ OA.1"1AMP NOT VALID
'-.....~ss SIGNED AND DATED
JOB NO. 01-047
SHEET NO. 1oF2
. l
"-······-===--------------------------------
T = 1 FOOT THICK
W = DIAMETER + 6'
L = 8 FEET OR 4x DIAMETER,
WHICHEVER IS CREA TER
PROFILE VIEW
TOP VIEW
QUARRY SPALLS:
PASSING 8• SQUARE SIEVE: 100%
PASSING J" SQUARE SIEVE: 40-60% MAX.
PASSING J/4• SQUARE SIEVE: 0-10% MAX.
ROCK LINING DETAIL AT OUTFALl.S
NOT TO SCALE
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120TH ST
© 2006 TRIAD ASSOCIATES
ASSOCJAJ'ES
12112115th Ave NE
Kirkland, WA 98 34-6923
425.821.844
425.821.3481 fa
800.488.0756 tol free
www.trlijda8~oc. om
La111I DeveloJlment Co11sulia11ts
GERRY F. BUCK, A/CP
PROJECT MANAGER
NICK A YTNGER, PLS
PROJECT SURVEYOR
REBECCA S. CUSHMAN, PE
PROJECT ENGINEER
PROJECT LANDSCAPE AR TECT
FIRST SUBMITI'AL DATE: A RIL J, 2002
SCALE: HORIZ.: 1·=60' VERT.:N/A
STAMP NOT V
UNLESS SIGNED AN
D
DATED
JOB NO. 01047
SHEET NO. OF2