HomeMy WebLinkAbout02/03/2009 17 Reed's Addition, Final Plat, Vicinity of North 93rd and Summitview Avenues, Set Date for Public Meeting • BUSINESS OF THE CITY COUNCIL
YAKIMA, WASHINGTON
AGENDA STATEMENT
Item No. a t 7
For Meeting of February 3, 2009
ITEM TITLE: Set date of public meeting for February 24, 2009, to consider final plat approval
for the Plat of Reed's Addition in the vicinity of North 93r and Summitview Avenues
SUBMITTED BY: William R. Cook, Director of Community & Economic Development
CONTACT PERSON / TELEPHONE: Joseph Calhoun, Assistant Planner, 575 -6162
SUMMARY EXPLANATION: Reed's Addition is a 13 -lot gated subdivision in the vicinity of
North 93 and Summitview Avenues which was preliminarily approved in the County. The
property has subsequently been annexed and is now ready for your review and consideration.
Resolution Ordinance Other (Specify) Site Plan
Contract Mail to (name and address):
Phone:
Funding Source •
APPROVED FOR SUBMITTAL:
City tanager
STAFF RECOMMENDATION: Set date of February 24, 2009 for a public meeting to consider
final plat approval of the Plat of Reed's Addition.
BOARD /COMMISSION RECOMMENDATION: Board of County Commissioners approved the
County Hearing Examiner's recommendation on May 23, 2005.
COUNCIL ACTION:
•
•
ADJACENT &NB' ! 06 -796 A1. 40-.011 g
5
0
8921'53' E 1340.24' > •
. .t
/J ` . , .. 1.
i______ 670.12' I „ 238.66' ,,,' %ft 9;3° 98 335.0' r
SW 1/4, NW 1/4, SEC. 19, T -13 N. R -18 E,WM
'� • YAKIMA- TIETON MON. 4410. A31E ANN r FLANGE END.
•
P 6820 SS t. SEE WI N0. 2 M -269 SEE LER NO. 1 4 -1197 .
• 11 N 69'48'30' W 2816.]7 (10.56 000)
134218' (90.58 0.07 1304.15'
. F--10' IRRIOARON 1` 1_ ..
u § n N OTES
a LOT 8 LOT 7 1. O -- DENOTES 1/2 REBAR Valli CAP NO'S. 16929/44333 SET.
aJ 38,197 SF. 36,803 SF. u m
A n "' 2. ® -- DENOTES MAC NAIL WITH WASHER NO'S. 18929/44323 SET.
+0 IRRIGATION 1444 10 M' Ps
EASEMENT EST
n
3/8 REBAR w /CAP 5 f 3. 19 -- DENOTES 2' ALUM. CAP WITH NO'S. 16233/18929 IN MONUMENT
N0. 36,71 1710 S 6°'4730' E 334.94' a CASE SET.
5 ital W- 1.3' 214,94' -- 120."'
N
• 79.97' • 115 00 • • • • 79.97' • • r " 4. O --DENOTES 3/8 IRON PIN PITH CAP N0. 5631 FOUND, UNLESS
0 ,° 5 6924'55' E 2040.77 1° NOTED OTHERWISE.
U3
• ca 4 v • ID J w ' 134024 W 24'
5. BEARINGS SHOWN ARE ON ASSUMED DATUM, RELATIVE TO THE •
070.12' 3306' 335.05' 1309.50'.
g LOT 9 � 75' 25' • CLOT 6 Yi . ' 5. m H SOUTH UNE OF THE NORTHWEST QUARTER OF SECTION 19 BEING
2 20,100 SF. '• 8 20.527 S.E. n 8 p NORTH 90'00'0O' EAST.
' � I
10' 6416G00014 l z i 6. C.L ). SECTION SUBDIVISION CORNERS SHOWN HEREON AS FOUND
• 5 89'/710' [ • I 5 09'4730' 0 t EASEMENT s s' g WERE VISITED IN JUNE 2006.
142.44' I 142 - I^ ` o ^ 7. PORTION OF SURVEY PERFORMED WITH THREE SECOND ELECTRONIC
1 ESM T� F-
< • I-'--lo P.S. 44' I • �' 4T " ' 'S n TOTAL STATION AND CALIBRATED CHAIN USING FIELD TRAVERSE
8 U E� T I 1111 8- PRCCEDURES.
g LOT 10 8 2 8 LOT 5 8 f 8. PORTION OF SURVEY PERFORMED WITH TOPCON HIPER LITE PLUS
22,786 S.F. Z H n 23 55. GPS RECEIVERS USING REAL TIME KINEMATIC (R3K) PROCEDURES.
n I I I 9. iHl: PUT MEETS OR EXCEEDS THE STANDARDS CONTAINED IN 669.15' 334.57 334.58 1314.64'
n ' • ' ' 30 - E I $ u s 119 10 I
'IY' WAC 332 - 130 -090.
• n o 1...1 1338,10' (20.36 0.0) •
1' 142.41' N 800000' E 2651 .36 0.0) 94' (40
y I I I 8 '.3' 10. P.S. ESM'7 DESIGNATES A PUBLIC SERVCE EASEMENT. THE
8
1 ,1 - ,•1 2 1/2' Y.CP.W. ALUM. CAP 2 1/2' T.C.P.W. ALUM. CAP
1 u DO a H = PUBUC SERVICE EASEMENT IS AVAILABLE BUT NOT LIMITED TO THE
W MCN. CASE END. SEE . IN MOB, CASE ND. SEE FOU.OYANG USES: POWER, TV, TELEPHONE, IRRIGATION, STORM
= • § 8 LOT • 11 R 1 LOT 4 I i LCq AN, 7001260 LCA NO.2 M - 1816
DRAINAGE, SEWER AND NATURAL GAS,
n ° 2,761 s ". g tir w 8 23,211 S.E. •, NW 1/4" SEC. 19, T - 13, R - 18 E.W.M. DRAINAGE,
8 1� 1 I 11. TRA)T - A' IS HEREIN DESIGNATED AS AN ACCESS AND PUBUC
LINE TABLE SER DICE EASEMENT.
• • s 89 E 0 s 89'4730' E . -
112.18' • 1Z UNE LENOIR 1 BEARING
42.26
a LI e.3a N 0040'00' E ADDRESSES FOR LOTS
fi15' STOW WATER 12 3,00' S 00737'00' E
LOT 12 U O MI
7''D l3 13'60 N 902439 E LOT 1 203 NORTH 9300 AVENUE
• g LOT 1 2 _ 6IZ $ LOT 3 8 14 92.05' N 90540'00 f LOT 2 205 NORTH 9300 AVENUE
_ 15 54.23' N 90
C 110'00' E
23,200 S.F. ,'I• LOT 3 207 NORTH 9300 AVENUE
t 333 L6 S.Dq' N OOn°'°0' E LOT 4 209 NORTH 93RD AVENUE
I 0' P.5-.1 E II L] 12.42' N 44'51'43' W
EWE 1"' P.S. P.S
i L6 '31.05' N 00130' E LOT 5 211 NORTH 93RD AVENUE
EsM'r "d a LOT 6 211 NORTH 93RD AVENUE • S 897730' E • I L9 12.04' N 44'47'30' W 14135• S 69.4730' E • LIO 3 5 8°'4 E LOT 7 215 NOR 9 9330 AVENUE
AVENUE
16' IEgO9AnON Yd • . 14215 LOT 8 216 NOR 111 40 NV N 001230' E NORTH 3RD
EASEMENT 1.25'..
L12 ' s 0°12'30' W
• l0' IRRIGATION 100 ° 100 FEET Lt1 31 RB 6D' S 8 °° 9 :1 4 •2 7 .3 30 : E LO 10 212 NORTH 93RD AVENUE
'eT LOT 13 I EASEMENT 144' 79 47 N 90170'00' E LOT 11 210 NORTH 9330 AVENUE
6 21.52• s.F. i LOT 2 P SCALE : 1' a 100' 115. _ 61.00' 41 0012'30' 0 LOT 12 208 NORTH 93RD AVENUE
•
3 /6' RERAN w/c AP E a ' 24.734 S.F. a LOT 13 206 NORTH 93RD AVENUE - • RECEIVED
N0, 5631 ENO I
S i CURVE TABLE
5 234' W. 1.0' • E a3 JAN 2
• 195.4t • f 4 " CUN01 ' -
N0. RAINS 1220 LENC M ' TANGO4T CNC4TD BEARING CHORD .81' NOTE CITY Of YAKIMA
1 2009
•• S 69'1730' E C1 200.00' 31]2'01' 111.24' 57.10 N 16V6'30" E 109.61'
400.41' II C2 200.00' 3152'01' 111.24' 57.10' N 100'30' E 109.81'
EH T 175.00' 2135'48' 65.96' � 13.36' . PLANNING DIV.
.-.1 C1 N 16'36'53 E 65.37 No y 1ANTD11
, 4 C 1 5' C4 175.00 279'11' 7.62' 3.61' N 30'49'39' E 7.62'
1.1 W • 1 7 - -10' P.S. LOT 1 05 225.00' 3054'15' 121.36' 62.20' N 1539'38' E 119.89' A U D I T O R ' 5 C E R T I F I C A T E .
-8 • ` E91'T 26,06 ST
0. ~ 00 5.00' 575'50 21.52' 10.77' N 2920'06' E 21.51' _
S 7 ' '• 28 STORM WARP - 3 /B' ROAR 175.00' 3132'51' 97.33' 49.06' N 160'30' E 98.08'
J r ESMY W W/CAE' NO. 00 30.00' 90'00'00' 47.12' 30.00' N 4512'30' E 1 42.43' ' FLED FOR RECORD THIS DAY OF
F g i 9623 FOUND C9 'i 30.00' 90770'00' ' 47.12' 30.00' N 44'47'30' w 42.43' 2) AT M., UNDER AF, N0,
O Z • : ', l3 W. 010 175.00' 339'59' 11.20' 5.60' N 2916'46' E 11.20' K04 TANGENT RECORDS OF YAKIMA COUNTY, WASHINGTON.
1 669.13' l Z I�§ 3 150 V 1;1 J ■
77.00' 237.57 J 7 33a,58' 1214.84 • i
6 90110'00' E 2652.99. ' --- . COUNTY AUDITOR BY DEPUTY
W ' /4 C806 SEC. IQ. SUMMITVIHW AVENUE
CENTER sECnON 111,
T -13 10, R -96 E.W.M. 5 -13 N., R -40 E.W.M. ENGINEERING SURVEYING PLANNING
2 1/2' T.C.P.W, ALUM. CAP 2 1/2' Y.C.P.W. ALUM. CAP - ...... .........................:.. 9 ''yy /�
04
MON. CA 41.49. SEE W YON. CASE ENO. SEE P L , /j,\ 1120 WEST LINCOLN AVENUE
LOT A 7°01160 LCR NO. 214 -16]6 ( j YAKIMA, WASHINGTON 98902
. S U R V E Y O R ' S C E R T I F I C A T E � 4^ t7
L' S . 3 15091 575 -6990 K
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR PLAT OF REED'S ADDITION DRAWN BY: RICK j 1 � 6 ■■■
UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS �y g
OF THE SURVEY RECORDING ACT AT THE REQUEST OF - N�_A PARCEL N0. 181319 - 23004 DATE: _ 9/14/08 1
BOB REED 1N SEPTEMBER, 2008. -
• f '� 1° nT»® ' � _ - PREPARED FOR- .149 N0. 06156
0,..i. ,40, BOB REED SHEET N0.
RICHARD L. WEER, CERTIFICATE NO. 18929. ''• .,.. _ 4