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HomeMy WebLinkAboutRevised Final Plat V1�I(E APPROVED 09M9/22 _..vna:a�os FOUND ALUMINUM CAP WEST 1/16 CORNER SECTIONS 11 & 14 PER CP&F No. 114010443 I I TM Creek Subdivision No. 3 I Lot 6, Block 3 _ I TM Creek - T �- Subdivision- No.-4 I} I I II-------------- N�- 89'28'20"E 302 63' Plat of TM Creek Subdivision No. 5 A portion of the Northwest 1/4 of Section 14, Township 3 North, Range 1 West, B.M., City of Meridian, Ada County, Idaho 2021 Unplatted - - Ten Mile Drain Centerline - - - - 14' CITY OF MERIDIAN PATHWAY EASEMENT Unplatted - - - - - PER INSTRUMENT No. 2021- ;/ -------N89'28'20"E 467.04--- -------------- _7.27' EASEME -IE =EN MILE DRAIN - _ _ °_ _ _ _ _ _ _N89'28 20 E_ 716.09 EASEMENT TIE N89'46'31"E 716.05'(EASEMENT TIE) _ - - - - - - - - (EASEMENT TIE_- TEN MILE DRAIN)11.06'- ACHD PERMANENT EASEMENT PER INSTRUMENT No. 2019-001205 TEN MILE DRAIN RIGHT-OF-WAY EASEMENT PER INSTRUMENT No. 64659 SEE DETAIL "A" in I SHEET 2 a ph ACHD PERMANENT EASEMENT PER INSTRUMENT No. 2019-033348 I� > I '� I ACCESS (SEEI NOTE 12) 00 Y c Z I I I I PUBLIC UTILITY EASEMENT 7 O 5' (SEE I PER INSTRUMENT No. 2020-041457 NOTE 13) I Icf BLOCK 3 vi �- I J 00 I r--Do LO w U I of NIA I ' PUBLIC UTILITY EASEMENT muq� PER INSTRUMENT No. 2020-041457 00 OII a I o MI Q MIS I o N mole I I I I I I I o f I T- -1 �° I r- --I r� I I l L--------J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I------� -----I I- - C3 LoI I °l I I I I l N 24.99' I ACHD PERMANENT EASEMENT I Ol (EASEMENT TIE) ? I ACCESS (SEE CITY OF MERIDIAN SEWER EASEMENT NOTE 12) PER INSTRUMENT No. --_---_--_ "B" ACHD PERMANENT EASEMENT PER INSTRUMENT No 2019-012315 PER INSTRUMENT No. 2020-138126 I SEE DETAIL SHEET 2 ACCESS (SEE NOTE 12% --- RIGHT-OF-WAY PER INSTRUMENT No. 2018-041950 ° 5' (SEE I POINT OF BEGINNING NOTE 13) I 1IL ACHD PERMANENT EASEMENT (SEE NOTE 18) I - POINT OF COMMENCEMENT _ • _ _ UND ALUMINUI11!1_ A CAPC� \ OCORNER • I • •L • CS C7 L7 • • r - ~ NORTHWEST 1/16 SECT ION14 PER CP&F No 2019-021994 p p C6 N89" 10'47"W 435.76' • S89'10'27"E 1328.61, L1 FOUND ALUMINUM CAP NORTH 1/16 CORNER SECTIONS 14 & 15 PER CP&F No. 2019-018779 RIGHT-OF-WAY PER INSTRUMENT No. 2018-041951 REFERENCES '-L10 -L2 -117 RIGHT-OF-WAY PER INSTRUMENT Nos. 202_- -L16 • • & 202-- ••� A C11 C10 L13 C9 • L15 C12 SURVEY NARRATIVE R1. RECORD OF SURVEY No. 8353, RECORDS OF ADA COUNTY, IDAHO. R2. RECORD OF SURVEY No. 8594, RECORDS OF ADA COUNTY, IDAHO. R3. RECORD OF SURVEY No. 8921, RECORDS OF ADA COUNTY, IDAHO. R4. RECORD OF SURVEY No. 9058, RECORDS OF ADA COUNTY, IDAHO. R5. RECORD OF SURVEY No. 9943, RECORDS OF ADA COUNTY, IDAHO. W. Cobalt Dr. (Public) N89' 10'30"W 741.22' Unplatted THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE THE LAND SHOWN HEREON. THE SURVEY IS BASED UPON THE RETRACEMENT OF PLATS, SURVEYS AND DEEDS LISTED IN THE REFERENCES HEREON AND A FIELD SURVEY OF EXISTING MONUMENTATION. MONUMENTATION RECOVERED WAS FOUND TO BE IN SUBSTANTIAL CONFORMANCE WITH THE REFERENCES LISTED HEREON. ALL PROPERTY CORNERS WHERE MONUMENTS OF RECORD WERE NOT FOUND WERE SET/RESET AS SHOWN HEREON. R6. PLAT OF TM CREEK SUBDIVISION No. 3, BOOK 116 OF PLATS AT PAGES 17469-17473, RECORDS OF ADA COUNTY, IDAHO. R7. PLAT OF TM CREEK SUBDIVISION No. 4, BOOK 117 OF PLATS AT PAGES 17944-17947, RECORDS OF ADA COUNTY, IDAHO. R8. RECORD OF SURVEY No. 8468, RECORDS OF ADA COUNTY, IDAHO. R9. RECORD OF SURVEY No. 9646, RECORDS OF ADA COUNTY, IDAHO. N89'10'47"W 491.26' LINE TABLE LINE BEARING DISTANCE L1 S89'10'47"E 30.86 12 N3'51'10"W 27.99 L3 N85'30'56"W 8.58 14 N14'15'06"W 34.00 L5 N2'01'42"W 39.30 L6 N18'06'23"W 10.18 L7 N84'36'21"W 42.25 L8 S81'05'54"W 14.17 L9 N87'35'31"W 10.20 L10 S81'05'54"W 3.84 L11 S78-43-57"W 37.76 LINE TABLE LINE BEARING I DISTANCE L12 S89'10'47"E 55.50 L13 S84'36'21 "E 34.35 L14 N70'30'11"E 24.18 L15 N85'13'55"E 39.16 L16 S9'30'14"E 19.07 L17 S4'34'59"E 29.54 L18 NO'49'13"E 10.00 L19 SO'49'13"W 10.00 L20 NO'49'07"E 10.00 L21 SO'49'07"W 10.00 Unplatted N 0 60 120 180 Plan Scale: 1" = 60' SHEETINDEX SHEET 1 - SUBDIVISION PLAT SHEET 2 - EASEMENT DETAILS SHEET 3 - CERTIFICATE OF OWNERS AND NOTES SHEET 4 - OWNER SIGNATURES SHEET 5 - CERTIFICATES AND APPROVALS LEGEND IS FOUND ALUMINUM CAP, AS NOTED O FOUND 5/8-INCH REBAR MARKED "PLS 12459" UNLESS NOTED OTHERWISE O SET 5/8-INCH REBAR WITH PLASTIC CAP "ALB MARKED 12459" O SET BRASS PLUG (WITH MAGNETIC INSERT) "ALB MARKED PLS 12459" FOUND BRASS PLUG (WITH MAGNETIC INSERT) MARKED "ALB PLS 12459" SET 1/2-INCH REBAR WITH PLASTIC CAP • MARKED "ALB 12459" FOUND 1/2-INCH REBAR WITH PLASTIC CAP ° MARKED ALB 12459" p CALCULATED POINT 7O LOT NUMBER SUBDIVISION BOUNDARY LINE LOT LINE SECTION LINE CENTERLINE ADJACENT BOUNDARY LINE EASEMENT LINE ��Z�-Z ACHD EASEMENT (SEE NOTE 18) CITY OF MERIDIAN WATER MAIN EASEMENT PER INSTRUMENT No. 2020-138129 SEE DETAIL "C" SHEET 2 ACHD PERMANENT EASEMENT \ PER INSTRUMENT No. E12 • ,o S00'49'13"W oo n 74.00' CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD BRG CHORD C1 51.00' 63.89' 71'46'26" N49'37'43"W 59.79' C2 481.00' 24.30' 2'53'39" N13*04'16W 24.29' C3 963.00' 4.54' 0' 16' 13" N7' 12' 18"W 4.54' C4 965.00' 64.82' 3'50'55" N4'33'10"W 64.81' C5 1178.00' 65.58' 3'11'23" 1 N1'02'01"W 65.57' C6 585.00' 46.70' 4'34'25" N86'53'34"W 46.69' C7 334.67' 31.70' 5'25'39" N87'19'11"W 31.69' C8 434.67' 67.28' 8'52'06" S85'31'57"W 67.21' C9 659.00' 52.60' 4'34'25" S86'53'34"E 52.59' C10 288.00' 38.62' 7*41'01" S88'26'52"E 38.59' C11 668.00' 49.64' 4'15'27" N85'34'54"E 49.63' C12 663.00' 7.41' 0'38'24" N81'05'45"E 7.41' 1cm E N G I N E E R I N G 5725 NORTH DISCOVERY WAY BOISE, IDAHO 83713 PHONE (208) 639-6939 kmengllp.com M, 00 NL^ \\\ O I o No w N f w N \\ n Z w Z w Z �w J w O w m fof m IL m O UZ_ OJOilf as ¢d M --- — I -- I I o N zN W N � p w � \ a0 6i O N '0 3N W � Z ¢ z ow wm W oZ_ �w oa .................................................... 1 1 \1 \ O \ N \ ZQ r 2 \\ N O 7 \ O�� N O \ w0 UZr \ wN tr6o wz \ \ wW I \ aN I Z 2 I I ml I �I I I I as .OZ'iZ 0 O o) U Z m J Q F ....................... z / / / / / / / / / / N / Y Q / M N D / / N / J / / / / / / / — — — — — — — — — — — — — — — — — — —/ — — — — — — — — — a — — — — — — — — — — — — — — ------------- z w 0, I I N 0] I j I II 90 I z mo w wN I N 0 3Z I �Z I z 3N a� I zw m I <7 Z W ct K K Dw I oz oof Jof �a I ¢a m� I az l a \ a _ — — — £11•5;911 M„69,9Z.00S o ----------------- --- I I f I I Z I w I Z� I z 26 wz d I O Z I W � Q � � z \ a ...........................................'............................................. 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