HomeMy WebLinkAbout06/20/2017 06E Washington Heights Phase 4 Final PlatBUSINESS OF THE CITY COUNCIL
YAKIMA, WASHINGTON
AGENDASTATEMENT
Item No. 6.E.
For Meeting of: June 20, 2017
ITEM TITLE: Set July 11, 2017, as the date fora public meeting to consider the
final plat approval of Washington Heights Phase 4 located in the
vicinity of S 78th Ave & Whatcom Ave
SUBMITTED BY: Joan Davenport, AICP, Community Development Director
Eric Crowell, Associate Planner (509) 576-6736
SUMMARY EXPLANATION:
Washington Heights Phases 2-11 is a 240 -lot Preliminary Subdivision that was originally
approved by Resolution R-2010-154, on December 14, 2010. Phase 4 includes 20 -lots and
associated site improvements.
ITEM BUDGETED:
STRATEGIC PRIORITY:
APPROVED FORC4&�
SUBMITTAL: �City Manager
STAFF RECOMMENDATION:
Set July 11, 2017, as the date for a public meeting to consider the final plat approval for
Washington Heights Phase 4
BOARD/COMMITTEE RECOMMENDATION:
ATTACHMENTS:
Description Upload Date Type
D Washington Heights Phase 4 flat rnap 61912017 Backup Material
LEGEND
INDICATES SET 3" BRASS CAP WITH PUNCH IN CONCRETE
\_jjD�HE D �1114' CASE AND COVER STAMPED: "46318 2017" WASHINGTON HEIGHTS= PHASE 4
BAR AT NW COR. SEC.
_ 32 PER LCR 2-41 SET 5/8" x 30" IRON REBAR WITH YELLOW PLASTIC CAP
C> C14 STAMPED: "MATARAZZO 46318" IN THIS PLAT
Z' CrI t
,5F FINAL PLAT
z FOUND (FD.) & HELD 2" ALUM. CAP STAMPED LS 44333 PER Scale 1 60'
(R1) & (R2) I LOCATED IN THE SW 1/4 OF THE NW 1/4 & THE NW 1/4 OF THE SW 1/4 OF
FOUND (FD.) SURVEY MONUMENT AS DESCRIBED SECTION 0 30 60 120 32, TOWNSHIP 13 NORTH, RANGE 18 EAST OF THE WILLAMETTE MERIDIAN,
@ FOUND (FD.) REBAR W/ CAP PER (R1), (R2) OR (R4) WITHIN 0.1'CITY OF YAKIMA, YAKIMA COUNTY, WASHINGTON. PARCEL #18133233011
FROM CALCULATED POSITION UNLESS OTHERWISE NOTED BASIS OF BEARINGS:
0 CALCULATED POINT, NOT FOUND OR SET BEARING OF S 89*03'19" E ALONG THE LINE TABLE CURVE TABLE
CAP IN MON. CASE SOUTH LINE OF THE NW 1/4 OF SECTION
AT CL ZEIR AND#R) DENOTES RECORD DATA, PER SURVEY REFERENCE NOTED 32, T 13 N, R 18 E OF THE W.M., CITY OF LINE I BEARING DISTANCE (RECORD} l RECORD
R1) C1 500.00' 25.08' 25.0& 887'37'2WE 2*
D ARC L) CURVE I RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE
15228"
80TH, ST, BEING THE YAKIMA, YAKIMA COUNTY, Ll IN00-01'01"W 36.75' (36.50` R5)1
C"I NW COR. OF THE SWEXTG RIGHT-OF-WAY WASHINGTON PER RECORD (R3). L2 N79'13'14"W 9.44' C2 500.00' 71.72' 71.66' S82'04'39E 8'13'07"
1/4, NW 1/4 SEC. 32 BETWEEN FOUND MONUMENTS AT THE L3 N89'48'40"W 37.18' C3 500.09 103.35! 103.16' S83'53'23"E 11'50'34"
EXTG RIGHT-OF-WAY CENTERLINE WEST 1/4 AND CENTER 1/4 CORNERS OF L4 N89*48'40"W 40-80' C4 1000.00' 184.84° 184.58° N84*30'57"W 10*3626'
SAID SECTION 32. L5 S79'1314"E 194V C5 525.00' 76.98' 76.91' S82'10'08'E 8'24!04"
- - - - - - EXTG SECTION LINE OR SECTION SUB -SECTION LINE LL6_ N43 -3521-E 50.75' (R2 & R4) C6 475.00' 17.21' 17.21' S79*00*23"E 2'04'35"
C6 n C7 475.00' 80.97' 80-87' S84*55'40"E 9*45'59"
'N 04
0) C) -" -' '--- - - - - ® ® - EXTG ADJACENT LOT LINE C8 1102&00' 83.49 833 '2
8' S87848"E 4*3943'
C9 1025.00' 87.05' 87,02' S824258"E 4*51'57"
EXTG EASEMENT W. WASHINGTON AVE. clo 1025.00' 19.01' 19.01, S79'45'07"E 1 *03'46"
• C11 30.09 26.01' 25.21' N75*5622"E 49*40'47"
MON. CASE 0.08° WEST PLAT BOUNDARY W C12 55.00' 37.40' 36.69' N70*34!54"E 38*57'51"
OF SECTION LINE I > C13 .55.09 64.30' 60.79 N56'2633"W 66'59'15"
z RIGHT-OF-WAY HEREBY DEEDED BY THIS PLAT C14 55.00' 25.69 25.37' N09*36'50"W 26*40'10"
RIGHT-OF-WAY CENTERLINE C15 5&00' 26.44' 26.19 S17*29'32"W 27*32'33"
Q C16 55.00' 56.37' 53.93' S60*37'24"w 58'43'12"
_j CD
NEW LOT LINE rs C17 55.00, 58.05, 55.40' S59°46!44"E 60'28'34"
q q 00 C18 30.00' 26.01' 25.21' S54*22'50'E 49'40`47"
rg
0 C* C's EASEMENT DEDICATED BY THIS PLAT C19 1975.00' 10.22' 10.2Z S79*31'15"E 0*36'03"
FD. & HELD 3" 138agi C'61? EXTG 8. P.U.E. C20 975.00' 88.10' 88.07' S82*24'35"E 5'10'37"
z
Go _ I EXTG 8' C21 975.00, 81 �901 81.87' S87*24'17"E 4*4846"
X FLUSH AT THE SW COR. OF NW PER (R2) -46-04-
c PER (R2)
0 114� OF SEC. PER LCR 2-267 G-04 t C22 525.00' 18034' 80.26' S85*25'3WE 8
99 j Se dic 11 n217' N79*30'21'W 13 -04 -30 -
NON C) C23 525.00' 128.18'
0 w Nbc C> se
IR2 R4&R5 75.001 1 (IR2&R5i U-ts - I z e.T%N' rtWrr.K I T LINE C24 475.00, I rr, 46, 166AV S81 °58'36"E Ist-nvni-
w - -%u I
,-S89*46'22"E 74.86- -587*05'03"E 75.101, FD. Zff NO S82 (P,2&R5) EI2, S37-E� 0-2,C AT THE SW COR. LOT 20 OF
I NO CA FROM CAP, N61 -W, (R2) BEING 3.09 SELY
LU 0 -45. 47-E 75-61', _ I (R2&R5) CALCULATED
iq 62.19 0 S80-28 I I VON
iL '02"E 0_33'FROM FROM LOTS ANGLE POINT
10 00 76� 0 (R2&R-5)
1171 13.00' 419-61' (R2&R5) (R2&R5)j CALCULATED (227.98R5)
39.00, S84*21'14-E 75.37', -S88-32-54-E 75.02' S89'48'40" (148.36, RS) EXTG 8'P.U.E.
T THE SV'
) BEING
A
FROM LOT
37. 0 E I .9Tk 4"S89*40'07"E 225.00'(R2) Sn'.'
L7 S82 19'20"E (151.36' R2) PER (RI)
51.0o, 0 0 'E 1.51.32'
94.00'
_00�
6�4.0(Y 74.93' 25.00 25.00' - - - - - - 0
94.00'
RINGS) 1
I 1 -11 POINT is C6 - 24'.37'
2 00 T S89*0'3'19"E 1322,05° (BASIS OF BEARINGS} 94.3
DIM, ALONG N00'00'31"W, 0.58' 3 C)
FROM SECTION It 25' 25'
SECTION 11, 145 SF zo
U� FD. W1 NO CAE. gjjr`W�
SUB -DIVISION LINE C11 f -
SUB -DIVISION 10,840 SF 3: 0
C) 4 0i 0.44' FROM
z 0 cl cri
N q C:)
LINE 5 6 7 8 c6 CALCULATED
M ex\ C
9
12,243 SF 6 LL1
00 z p �?
cli 17903] [7901] 0 Lou' a 12,389 SF 11,586 SF
1� 0 p 1 12,701 SF 13,129 SF
z w C� w .2,994 SF 10
cm * 0 0 P I 1z w C�
C) W
15,384 SF 1>� < X 13,086 SF
C19 Lij 0 0 1 1 p X 1 0010 Uj
j z .10 0 - C� Uj a
L4 z p I N44*54'50"W z z Uj
L5 Lu S45*05'10"W (D 11-- =j III
fu to 0 a 4235' C, co 0 42.50' z zi ;:I >
- 11 [7905] [7805] 80 * z 0: 6:
C"I [7803] 6.44' Go [7703] 13AW EO
< C'q N89*48'40"W 120.78' [7801] [77051 [77011 w
C20 -
M CD N79 C21- 55.9591 -64.00'- 94.W c
C4 C\1 *13'14'W C6 [76051
0 ia
74.25, C23 cc
Uj
a
Uj
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C24- J -4-
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0 M w w In
z -w C2
w C9
zo GAA _/ - J_ 04 04 cli
CIO W. WHATCOM A'VE.""'8!40 N89'OT40'W 99.941
C6 (6 Z - --- ah j100,01' R1}
0 w 0 [79021 L2 112.97_7� - 1- 119.00'- -96.65.,
2 w cNi [790 1 [7 8041 _C7
W a
toe ca [78 [78001 [77061 [77021
P W a 021 4.63' 11.66' [77001
20 w --- CS,
to X Uj
19 LU �-
Cq [76041
0')
CIYJ Uj
11,420 SF 15,448 SF b > 18 Ld 0o 14 Uj
0 15 Ci
zo
C> w 17
11,519 SF a - 16 In 15,768 SF 16,669 SF 13 0:
8'P.U.E. HEREBY .0 co 12 le
12,053 SF w w 00
C, w
9 12,140 SF I 1 0 w
DEDICATED a - p 9 13,440 SF 13,012 SF CL
-
ri) 0 8 1
p 9 0
I CD 13,006 SF Ci
25'PATHWAY 25'PATHWAY C> C)
to C, C) 0
CIO co 0 lot �r.
87.90' 162 or .00, EASEMENT HEREBY EASEMENT HEREBY C,
0 DEDICATED DEDICATED U)
N88'13'36"W 149.97' 88.00' &4XV711
05OZr R5) 37.67,
25'E6ff.MENI EQI3 8090- N81-31-07 0 0 49.15! 88.08,
-W 151-67' 112.94' 119.00, 95.66 35.35' 1\
w - - 57.37, 1'0�0\
AND UTILITIES. AUDITOR'S FILE I
N86*40'43'W 137.23'
NUMBER 7577926 N89*35'02'W 362.94' CO 1 93.93'
(R5) (R5) N82.17
'25"W 151.30' - - - - - - -
ZI45'
ER ORCHARDS LLC (151.37'jzt5)
(PARCEL# 18133233012) EQ� SW.
FROM CALCULATED
NEST LINE OF THE PLAT
OF A. HEIGHTS - PHASE 1
L6T_ED EQ�ITJ
N CALCULATED POSITION OF THE SW 0
OF THE SW COR. OF THE sm2pi
COR. OF THE NE 1/4 OF THE NW 1/4 0
NW 1/4 OF THE NW 1/4 OF OF THE SW 1/4 OF SEC. 32, BEING
THE SW 114 OF SEC. 32 THE SW COR. LOT 29 OF (RI)
(985.03'RI&R2)
- 984.89` I I (RI&R2)
337.14'
S89*11'16"E 1322.03' - - - - - - --
(1322.17'RI)
(1322.16'W)
CLIENT: HAYDEN HOMES LLC
AUDITOR'S CERTIFICATE SURVEY REFERENCES PBSEngineering and
FILED FOR RECORD THIS DAY OF 2017 AT M. UNDER YAKIMA COUNTY (R1) WASHINGTON HEIGHTS - PHASE 1, PLAT AFN 7662413, BY BAKER Environmental Inc. SURVEYOR: ALEXANDER D W
AUDITORS FILE NO. AT THE REQUEST OF PBS (R2) WASHINGTON HEIGHTS -PHASE 2, PLAT AFN 7730510, BY BAKER 6115 Burden Blvd, Ste E
(R3) WASHINGTON HEIGHTS -PHASE 3, PLAT AFN 7885075, BY TOMKINS Pasco, WA 99301 CALC BY: ROP DRA
(R4) SR HOMES BOUNDARY LINE ADJUSTMENT, SUR 7876635, BY TOMKINS 509.547.5119
YAKIMA COUNTY AUDITOR BY DEPUTY YAKIMA COUNTY AUDITOR (R5) STATUTORY WARRANTY DEED, AFN 7929014 pbsusa.com SECTION: 32 TOW]
CITY: YAKIMA COL
CALCULATED PO ;IT1•
OFTHENECOR.OFTHE
NE 1/4 OF THE NW 1/4
OF THE SW 1/4 SEC32
p
THE SE COR. OF THE NE 1/4
OF THE NW 1/4 OF THE SW
1/4 OF SEC. 32, BEING THE
SE COR. LOT 27 OF (RI)