CC - Emergency Access Exhibit Plat of
in 0 60 120 180
FOUND ALUMINUM CAP TM Creek Subdivision No. 5
WEST 1/16 CORNER SECTIONS 11 & 14-"� A portion of the North 1/2 of the Northwest 1/4 of Section 14, Plan Scale: 1" 60'
PER CP&F No. 114010443
Township 3 North, Range I West, B.M., City of Meridian, Ada County, Idaho
2021
SHEET INDEX
SHEET 1 - SUBDIVISION PLAT
Unplatted
TM Creek Subdivision No. 4 Ten Mile Drain Centerline SHEET 2 - EASEMENT DETAILS
SHEET 3 - CERTIFICATE OF OWNERS AND NOTES
LOT 6 SHEET 4 - CERTIFICATES AND APPROVALS
BLOCK 3
N89*28'20"E 302.63' N89028'20"E 467.04'"7.27 LEGEND
'LE)�SE��ENI Tla . . . . . . . .N89*28'20"E 716.09'(EASEMENT TIE) . . . . . . . . . . . . . . . -(EASEMENT TIE)11.06'-
N89*46'31"E 716.05'(EASEMENT TIE)
FOUND ALUMINUM CAP, AS NOTED
ACHD PERMANENT EASEMENT
PER INSTRUMENT No- - - - - - - - - -LTEN MILE DRAIN RIGHT-OF-WAY
2019-001205 EASEMENT PER INSTRUMENT No. 64659 FOUND 5/8-INCH REBAR MARKED "PLS 12459"
SEE DETAIL "A" UNLESS NOTED OTHERWISE
LO SHEET 2 SET 5/8-INCH REBAR WITH PLASTIC CAP
ACHD PERMANENT EASEMENT MARKED "ALB 12459"
PER INSTRUMENT No. 2019-033348
- - - - -
SIE7 BRASS
- - P12jG (WITH MAGNE11C lid SE:Rr)
U.1 I I MARKED "ALB PILS 12459"
f- - - -- -
FOUND BRASS PLUG (WITH MAGNETIC INSERT)
> M< MARKED "ALB PLS 12459"
0
z
Unplatted 0 SET 1/2-INCH REBAR WITH PLASTIC CAP
>
4-- I CITY OF MERIDIAN SEWER AND WATER EASEMENT MARKED "ALB 12459"
PER INSTRUMENT No. ----------
BLOCK 3 0 FOUND 1/2-INCH REBAR WITH PLASTIC CAP
Vi MARKED "ALB 12459"
CALCULATED POINT
00
LOT NUMBER
U-)
04
`2I ICITY OF MERIDIAN SEWER AND WATER EASEMENT orn SUBDIVISION BOUNDARY LINE
PER INSTRUMENT No. _-N-__-___
00 SECTION LINE
C14
0
0
0 CENTERLINE
Fn OR V)
< 0)
0
0 ADJACENT BOUNDARY LINE
- - - -- - - - EASEMENT LINE
TM Creek o I I F- ---1 7 7
Subdivision No. 3 L -- - - - - - - -J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - -j L - - - - - -J I L
C3 I
LO L - - - - - - - - - - - - - - - - CITY OF MERIDIAN WATER EASEMENT
F PER INSTRUMENT No. ------- --
24.99' ACHD PERMANENT EASEMENT ACHD PERMANENT EASEMENT
(EASEMENT TIE) CITY OF MERIDIAN SEWER EASEMENT PER INSTRUMENT No- ------- PER INSTRUMENT No.
SEE DETAIL "B" SHEET 2
ACHD PERMANENT EASEMENT PER INSTRUMENT No. --------------
RIGHT-OF-WAY PER PER INSTRUMENT No, 2019-012315 ACHD PERMANENT EASEMENT SEE DETAIL "C" SHEET 2
INSTRUMENT No. 2018-041950 PER INSTRUMENT No. PUBLIC UTILITY EASEMENT
POINT OF BEGINNING
POINT OF COMMENCEMENT JL L PER INSTRUMENT No. -----------
-P- - - - - ------
PER INSTRUMENT SEE
FOUND ALUMINUM CAP L7
CS IT
NORTHWEST 1/16 CORNER SECTION 14 L9 I- GIS
PER CP&F No. 2019-021994 L N8901 0'47"W 435.76' L12
L10 Zo
W. Cobalt Dr. (Public) U� SOO*49'1 3"W
m 00,
S89*10'27"E 1328.61' L2 00
- - - - - - - - N89'10'30"W 741.22' '0 74.00'
V\'FOUND ALUMINUM CAP L17
RIGHT-OF-WAY PER
NORTH 1/16 CORNER SECTIONS 14 & 15 INSTRUMENT No. ------
PER CP&F No. 2019-018779 L16 NW & -----------
RIGHT-OF-WAY PER L15
N -, Ln
k C11 C C-�N89*10'47"W 491.26' L LANDS
INSTRUMENT INSTRUMENT No. 2018-041951 C12 Unplatted
CURVE TABLE 0- 12459 70
CURVE RADIUS LENGTH DELTA CHORD BRG CHORD
SURVEY NARRATIVE LINE TABLE LINE TABLE C1 51.00' 63.89' 71*46'26" N49*37'43"W 59.79' OF
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN C2 481.00' 24.30' 2*53'39" N 13*04'1 6"W 24.29'
HEREON. THE SURVEY IS BASED UPON THE RETRACEMENT OF PLATS, LINE BEARING DISTANCE LINE BEARING DISTANCE
SURVEYS AND DEEDS LISTED IN THE REFERENCES HEREON AND A FIELD C3 1 963.00' 4.54' 0*16'1 3" N7*12'1 8"W 4.54'
SURVEY OF EXISTING MONUMENTATION. MONUMENTATION RECOVERED WAS Ll S89*10'47"E 30.86 L10 S81*05'54"W 3.84
FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH THE REFERENCES L2 N351'1 0"W 27.99 Ll 1 S78*43'57"W 37.76 C4 965.00' 64.82' 3'50'55" N4*33'1 O"W 64.81'
LISTED HEREON. ALL PROPERTY CORNERS WHERE MONUMENTS OF
RECORD WERE NOT FOUND WERE SET/RESET AS SHOWN HEREON. C5 1178.00' 65.58' 3'11'23" N 1*02'0 1"W 65.57'
L3 N85*30'56"W 8.58 L12 S89*1 0'47"E 55.50
C6 585.00' 46.70* 4'34'25" N86*53'34"W 46.69'
REFERENCES L4 N 14'1 5'06"W 34.00 L13 S84*36'21"E 34.35
L5 N2*01'42"W 3930 L14 N70*30'1 1"E 24.18 C7 334.67' 31.70' 5'25'39" N87*19'11"W 31.69'
.
R1. RECORD OF SURVEY No. 8353, RECORDS OF ADA COUNTY, IDAHO. R6. PLAT OF TM CREEK SUBDIVISION No. 3, BOOK 116 OF PLATS AT I C8 434.67' 67.28' 8*52'06 11 S85'31'57"W 67.2 1' E N G I N E E R I N G
R2. RECORD OF SURVEY No. 8594, RECORDS OF ADA COUNTY, IDAHO. PAGES 17469-17473, RECORDS OF ADA COUNTY, IDAHO. L6 N18706'23"W 10.18 L15 N85*1 3'55"E 39-16 9233 WEST STATE STREET
C9 659.00' 52.60' 4*34'25" S86'53'34"E 52-59' BOISE,IDAHO 83714
R7. PLAT OF TM CREEK SUBDIVISION No. 4, BOOK 117 OF PLATS AT L7 N84*36'21"W 42.25 L16 S9*30'1 4"E 19.07 1 PHONE(208)639-6939
R3. RECORD OF SURVEY No. 8921, RECORDS OF ADA COUNTY, IDAHO. PAGES 17944-17947, RECORDS OF ADA COUNTY, IDAHO. L8 S81*05'54"W 14.17 L17 S4*34'59"E 29.54 C10 288.00' 38.62' 7*41'01" S88*26'52"E 38.59' kmenglip.com
R4. RECORD OF SURVEY No. 9058, RECORDS OF ADA COUNTY, IDAHO. R8. RECORD OF SURVEY No. 8468, RECORDS OF ADA COUNTY, IDAHO. I I I C11 668.00' 49.64' 4'15'27" N85*34'54"E 49.63'
L9 I N87-35'31"W 10:2:0:1
R5. RECORD OF SURVEY No. 9943, RECORDS OF ADA COUNTY, IDAHO. R9. RECORD OF SURVEY No. 9646, RECORDS OF ADA COUNTY, IDAHO. C12 663.00' 7.41' 9 3 8 724T FN8 1'05'45"E 1 7-417' JOB NO. 21-051 SHEET 1 OF 4