Recorded PlatSECTION CORNER FOUNDBRASSCAP C,P.acr. NO. 99007475
8 9
17�
I
s oo· 20· 11· E 40.00'
MONlWE
PARK
s 00' 21' 56" E 458.25'
1. SEE RECORD OF SURVEYS NO. 2384, 2385 ANO 2652 FOR ADDITIONAL DATA OF RECORD. 2. SEE PLAT OF EDGEYIEW ESTATES SUBDIYl�0N FOR ADDITIONAL DATA OF RECORD.
!::::UB�E: L�EH.E:
CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BRG. CURVE DELTA C1 04"22'47" 5659.58 432.62 216.42 432.52 s 01"20'4rw C20 37'19'07• C2 03"23'14" 5799.5B 342.87 171.48 342.82 N 01"50'33.E C21 296"3.3'03" C3 so·ss'o7• 150.00 133.30 71.42 128.96 N 6412'10"E C22 90'00'00" C4 50'55'07" 100.00 88.87 47.61 85.97 N 64'12'10"E C23 143'44'37" C5 42'27'48" 150.00 111.17 58.28 108.64 N 68'46'06"E C24 53'44'37" CB 43'52'40" 100.00 76.58 40.28 74.72 S 60'40'56"W C25 37'19'07" C7 07'22'44" 100.00 12.88 6.45 12.87 S 86'16'38"W C26 66'51'49" CB 61'03'41" 20.00 21.31 11.80 20.32 S 59'28'09"E C27 62'05'48" C9 46'45'51" 73.00 59.58 31.56 57.94 S 52'19'14"E C28 88'06'13" C10 55"38'21" 20.00 19.42 10.55 18.67 S 47'53'00"E C29 56'58'17" C11 69"56'11" 322.50 393.65 225.55 369.66 S 55'01'55"E C30 30'48'47" C12 61"03'41" 20.00 21.31 11.80 20.32 N 59'28'09"E C31 40'38'27" C13 21'14'32" 73.00 27.06 13.69 26.91 S 39'33'35"W C32 128'07'28" C14 43'10'18" 20.00 15.07 7.91 14.72 N 28'35'41"E C33 26"22'45" C15 33"37'55" 341.00 200.16 103.06 197.30 N 23'49'30"E C34 40'31'29" C76 40'38'27" 359.00 254.65 132.94 249.34 S 20'19'14"W C35 46'28'24" C17 37'19'07" 277.50 160.74 93.71 177.57 S 71 '20'27"E C3B 22'47'38" C18 62'48'25" 20.00 21.92 12.21 20.84 S 21'16'41"E C37 51'15'24" C19 62'48'25" 73.00 80.02 44.57 76.06 N 21'16'41"W C38 08'47'36"
RADIUS LENGTH 312.75 203.70 73.00 377.83 73.00 114.67 73.00 183.14 20.00 18.76 335.00 218.20 265.00 316.50 20.00 21.68 73.00 112.25 20.00 19.89 259.00 139.29 441.00 312.81 165.00 366.97 165.00 75.97 535.00 378.40 195.00 158.17 335.00 133.27 100.00 89.46 150.00 23.02
TANGENT CHORD 105.61 200.12 -45.13 76.77 73.00 103.24 222.97 138.75 10.31 18.08 113,13 214.36 181.67 299.68 12.04 20.63 70.62 101.52 10.85 19.08 71.37 137.61 163.31 306.29 339.23 296. 76 38.67 75.30 197.50 370.56 83.72 153.87 67.53 132.40 47.97 86.51 11.53 23.00
RECORD OF SURVEY NO. 53 D {p N.
CHORD BRG. N 18'39'33"E S 41'51'01"W N 82"19'07"E N 34'33'12"W N 79'33'12"W N 71 '20'27"W N 55'34'05"W N 09'54' 43"E N 03'05'30"W S 18'39'28"E N 25'14'04"E N 20'19'14"E S 26'44'37"E N 76'00'16"E N 83'04'38"E N 80'06'10"E S 11'23'49"E N 64'22'18"E N 43'08'24"E
L.1�1;; I�E!L.E
LINE BEARING DISTANCE L1 N 89"39' 43"E 174.94' L2 N 38'44'36"E 110.35'
L3 N 69'39' 43"E 174.94' L4 N 38'44'38"E 110.35' L5 N 90'00'00"E 52.24' L6 N 90'00'00"E 52.24' L7 N OO'OO'OO"W 72.48' LB N 44'44'24"W 42.23' L9 N 52'40'53�W 34.65' L10 Not Used L11 N 52'40'53�W 42.38' L12 S OO'OO'OO"E 71.19' L13 N 45'15'36"E 42.62' L14 S 57'16'18" W 94.75' L15 N 32"45'23" E 86.39' L16 S 17'29'35• W 78.72' L17 S 84'47'09" E 106.78' L18 S 19'48'14" E 154.34' L19 S 79'47'20" E 121.32'
UNPLATTED
EDGEVIEW
ESTATES
SECTION CORNER FOONDBRASSCliP C.P.lf. NO. 97056268
�10
15
I
300 150 300 600 900
11 I�
:c 1!gjd
12! :ig I" ·"' i� g !�
15
SCALE IN FEET
•
• s s
0
!Iii
----------
LEGEND
SET 5/8' x Yf REBAR W/PLASTIC CAP
SET 1/2" x 24" REBAR W/PLASTIC CAP
CALCULATm POINT -NOT SET
FOUND BRASS CAP
FOUND RIGHT-OF-WAY M0NlMENT
FOUND 5/8" REBAR
FOUND 1 /2" REBAR
FOUND ALUMINUM CAP
SURVEY BOlJNDARY LINE
SECTIONAL LINE
NEW PARCEL LINE
EASEMENT LINE
RIGHT-OF-WAY LINE
STATE OF IDAHO, COUNTY OF ADA, SS
INSTR\MENT NO I D I D I 1:: I 4: I
Rl£D FOR RE<XR) AT THE REOOEST OF f;, ie .. ,.,J t11 � ja,.,e ,ri"""
---1._ MIN. PAST __Jj__ O'Q.OCK .AM. 1115 ...i.:l..:!;!_ DAY
OF ��0 f
J. DA\1D NAVARRO, RECORDER
BY: f l · �LrO,l,QS FEE,15,oo
DEPUTY
CERTIFICATE OF' SURVEYOR
I, MICHAEL E. MARKS, DO HEREBY CERTIFY THAT I AM A PROFESSICWAL LAtll SURVEYm, LICENSED BY lME SfAlE OF IDAHO, AND lMAT THIS MAP HAS BEEN PREPARED FROM AN AClUAL SURVEY MADE � 1HE GROUND UNDER MY DIRECT SUPERIASION, AND THAT THIS MAP IS AN ACCURAlE REPRESENTATk»il OF SAID SUR\O, AND IS IN C<H'CRMITY W1H THE CCRNER PERPElUATION AND FILING ACT, STATE <F IDAHO CODE 55-1601 THROUGH 55-1612 AND TO 1HE l>AHO COOE RELATING TO SURVEYS.
RECORDING INDEX NO. 311-16-O-o-o-oo-oo
PARCEL BOUNDARY ADJUSTMENT SURVEY FOR
ST LUKES-TOUCHMARK L.L.C.
DWG NAME:
880II01-ROS.D
L'l'lNG IN SECTION 16, T.3N., R.1E., B.M.
MERIDIAN, ADA COUNTY, IDAHO
DWG DATE:
D2/18/01 DPM
DWG NO. -SCALE:
1"•YJ/J
BRIGGS ENGINl!IRINQ, INC.
( (@;i)
(208) 344-9700 1800 W. 0\IERLAND ROAD • BOISE, IDAHO 83705