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Southern Highlands (PG1)Ni''V V16 TPLS 8575 w' rn O o °0 z 6 1 L6 LOT SUMMARY TOTAL LOTS 53 TOTAL BUILDABLE 47 TOTAL COMMON 6 TOTAL ACREAGE 27.66 `A. 06, `�A3 15 �% 2 r o Ni 14 7""" M 5524 ot w py 13 Qo L� °m o � \� 5556 z 7 ( 2 Ir f 1 5571 ' SEE DETAIL "B" SHEET 4 OF 6 c-w v16 i-� L4 ,' S89.47'52"W 235.1600 i N o 14 17 2120 18 Dc 2152 ♦' 2115 16 , 11\ 2174 2143 u FINAL PLAT FOR SOUTHERN HIGHLANDS SUBDIVISION NO. I A RE -SUBDIVISION OF A PORTION OF LOT 16, BLOCK 1, BLACKROCK SUBDIVISION NO. 1 SECTION 32, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN CITY OF MERIDIAN, ADA COUNTY, IDAHO 2014 2206 21 2179 la2228 fi0 - hf 22 2211 �� 2250 12 5588 • 'b 'L 9 Ilk • FENCE POST OCCUPIES ���$�r �61� CORNER POSITION. 2255 �Dc♦, �` �� SET R.M. N57°20'09"W 1.00' FROM TRUE CORNER POSITION. \ 17 8 • S89*47'50"E 1348.52' 3 10 r p 15 BLACKROCK SUBDIVISION NO. I N BOOK 96, PAGE 12003 o� � p / O U) p U- sw vi6 , LEGEND o FOUND 5/8" IRON ROD PLS 8575 • FOUND 1/2" IRON ROD PLS 8575 FOUND 1 /2" IRON ROD PLS 8575 REPLACED WITH 5/8" IRON ROD PLS 8960 - FOUND ALUMINUM CAP AS NOTED -qd SET ALUMINUM CAP ON FOUND 5/8" IRON ROD SET 5/8" IRON ROD WITH PLASTIC CAP o MARKED "T-O ENGINEERS PLS 8960" SET 1 /2" IRON ROD WITH PLASTIC CAP o MARKED "T-0 ENGINEERS PLS 8960" SET "MARK -IT" MPM-PFT SERIES 1-1/4" o MAGNETICALLY DETECTABLE COPPER MONUMENT IN CONCRETE, "PLS 8960" A CALCULATED POINT - NOTHING FOUND OR SET ( ) RECORD DATA PER BLACKROCK SUBDIVISION NO. 1 RECORD DATA PER UPPIANO SUBDIVISION C.P.&F. CORNER PERPETUATION AND FILING W.C. WITNESS CORNER R.M. REFERENCE MONUMENT 1 LOT NUMBER BLOCK NUMBER i NON -BUILDABLE AREA - SEE NOTE 24 / 7 /7-/ T � 'WASTEWATER PUMP STATION EASEMENT f-1 " A SEE NOTE 25 , FENCE POST OCCUPIES 09 CORNER POSITION. 2277 y SET W.C. N41°48'00"W 1.00' 301, " � FROM TRUE CORNER POSITION '` t 1 7 e 9c UNPLATTED � o 1� `Z L9 0 ♦o �� ♦ o ! �� �bKO/ N o 1 ,�h� o e 7 D� / 2311 0 Q L 13 0 50 100 200 300 SCALE: 1 " = 100' BASIS OF BEARING THE EAST LINE OF THE NE1/4 OF SECTION 32 BEARS N.00°13'16"E. BETWEEN FOUND MONUMENTS BASED UPON GPS OBSERVATIONS PROJECTED TO THE IDAHO WEST ZONE (1103) NAD83 COORDINATE SYSTEM. ALL BEARINGS ARE GRID. ALL DISTANCES ARE GROUND. UNPLATTED FOUND ALUMINUM MONUMENT E. AMITY ROAD 29 2354 O S89'43'50"E 332.67" ski!!l---is22 i�i Q s \ 18?S4' 00 Q 2372 5 ILI Q S. TEMeEs� 2390 1 Q _ 2359 3 '0 a w TRAIL w AY �� 2426 2 r 237®DES TR 2448 2520 in j 2399_ �\ 2470 10 `=J t2 k `� 258511� 42FAw V,``-', 2272 vW 13 z ��: � 2443 a / 2 �V `14 S89.4044P5682.48' 2517 t �� N — .9® C v4 15 2487 2501 �L 2294 CP&F INST. NO: S 16 19 1 95083751 FA \ 8 95088368 7 104105617 18 2318 5 6 2o�ti �y98pSy 17 � \ \ 2342 2299 \ E. Lo 2366 6 4 ,' s 2390 1 32 CP&F INST. NO.'S 736257 94002913 I 112102945 i j 114 CP&F INST. NO: S 882858 95088367 2014-080003 N89`40'08"1 1977.92' POINT OF BEGINNING IL' POINT OF 2331 �� 2420 3 ♦ COMMENCEMENT 2 /i 1 2353 \ 2444 O' 0 FENCE POST OCCUPIES �:.a \ ♦�1`��� O� CORNER POSITION. 2397 fSW ET .C. N63°49'52"W 2.00' 2468 FROM TRUE CORNER POSITION. 4 o NEj' FENCE POST OCCUPIES 3 2435 ♦ 3y! f CORNER POSITION. j �S2 SET R.M. N74°49'10"W 1.00' i80 ���ri' FROM TRUE CORNER POSITION. o f f 2 o =��44.901021 V 1 0 92,96®�PLS 896023 e G 22 d v f SEE SHEET 4 OF 6 FOR NOTES vhf SEE SHEET 4 OF 6 FOR LINE AND CURVE TABLES LEGEND --------- SUBDIVISION BOUNDARY SECTION LINE RIGHT-OF-WAY LINE RIGHT-OF-WAY CENTERLINE LOT LINE EXISTING LOT LINE ------- -- --- EASEMENT LINE - ® - - - - - - - EXISTING PERMANENT EASEMENT - SEE NOTE 4 — — EXISTING EASEMENT LINE --,`— — LINE NOT TO SCALE MATCH LINE FRITZ BROWNELL, in DRAWING NO: 130164-V-FP.DWG = T-O ENGINEERS 332 N. BROADMORE WAY NAMPA, IDAHO 83687-5123 PHONE: (208) 442-6300 FAX: (208) 466-0944 SHEET NO. 1 OF 6