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HomeMy WebLinkAboutCC - Emergency Access 1/4 S.32 E. Lake Hazel Rd. Plat Showing Book Page S,5 PLS 13350 ——— CP&F No. Re vellle Ridge Subdl vlSon No.2023-045846 c o�. Vertex sub. ,<\ �gQ` ^��' Located in the South 1 /2 of the Northeast 1 /4 and the PLSL3 No. z 2459 � - - \\ `���°�ry�h North 1 /2 of the Southeast 1 /4 of Section 5, � OK �"��� 0 Found 5/8" Iron Pin, as Noted Township 2 North, Range 1 East, Boise Meridian, `\ ` City of Meridian, Ada County, Idaho. 0 Found Brass Cap Monument, as Noted 0 \ \ � Found Aluminum Cap Monument, as Noted 2025 Set 1/2" x 24" Iron Pin with o \ `� L Plastic Cap, 'ISG PLS 11779" M \\ \ Set 5/8" x 24" Iron Pin with \ \ Plastic Cap, "ISG PLS 11779" 3 \ \ Ey 20.0' \ \ © Calculated Point. Nothing Found of Set Q 1 \\ \\ 1 O Lot Number o Cv \\ \\ Subdivision Boundary Line iv Co 4) \ \ Section Line Lin \ \ 20 120 360 Lot Line 00 X 3 \\ \\ C 60 240 Zero Setback Lot Line W 00 \ \ Right—of—Way Line oo » ' Y o \ \ Scale: 1 -= 2O Centerline Adjacent Subdivision 0 o \ \ .. Boundary Line ne Z Unplatted \ \ ....•...�.... 20 01 Landscape B \ \ r- - ----- -- -- -- -- ---- --- -- -- ---- - . . — — — — — a cape Buffer er \ \ C4 S7 I -------------- Easement Line (Note 2) 47 ACHD Permanent and Pedestrian Pathway Easement (Note 7 & 12) g I — — -- — — — — Easement Line, As Noted \ \ I I 20.0' 1$ \ ACHD Easement (Note 11) v> Ivi N6a451 \\\ I O 715815, — ————— Match Line I 27 \ i S 351'Ss�. I 100.00' Easement Dimensions 133.33 0 lyh 29 26 \ L - ---- - - - - - - — — —— — —— —— - --E S89'58'42"E 4 a `��'cj,`y 2 2524 \ Detail "A' C1 S89'58'42"E 245.01' '� 30 \ C2 ry \ � Scale: 1"=20' C 1/4 3 lock 6 �` 32 1 23 2 ��o S \\ PLS 4106 1/4 PLS 13550 E. Via Roberto Dr. 33 21 0� ���>> \\ 11P&F No. S.5 S,4 CP&F No. E 2023-045845 3 — . — — - — — 1 19 31� \ \ N a1 1 2 a°po Q a BI ck 8 o \ 3 S' Coo 1 17 XIS \\\ '� �/ Q 0 2 * 16 �. N r N W 1 4 5 �0 15 \ c:� c See Detail "A" M o 4 5 6 7 8 9 0 11 3 4 5 6 7 8 9 10 0 *r \ �,; +, (A o A 14 \ / 12 BI ek 9 \ ti 6 7 13 \\ Unplatted C4 — I Derry Sub. � — — � o E. Hadler St. \ 8 9 12 \\ I 158 15' i 'd o N 3 57351'S6 . z e BI ck 7 \ 10 Block 6 \ 10 E PLS 3260 1 v+ \ �' � m Block 4 2 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0 \ C3 20.0' " \ " PLS 1344s \ \ L5 2 Taps St, S74'48 45" S89 48 34 W 841.23 I N89'18 26 W 500.00 / \\ 1 3 4 Block 3 E 726.11, Co Unplatted /' 1 \\ 0 7 �,qT 3 N W I Ki 1 I �, Block 5 \ N73�9, — 0 8 I to L -c �, 26" _ n, g a 04 v m Unplatted \\\ 560 QQ' E �a Roberto l 2 1 2 Block 2 5 3 m \ pr. — 0 4 o �1 \\ \ PLS 7718 I 3 LV Cq 1 Line Table Line Table \\ \�' /w _— — — — — o i a C° Line Bearing Length Line Bearing Length a��oC-, \\ \ N74.Q , � r o L1 N74'08'26"W 36.35' L6 N01'01'18'W 147.00' Q�Go^�� \ Unplatted 826"w 763,65 — — — . — N o I Survevor s Narrative: `o o� ,� \\ p 1 v�i L2 N00'01'18'E 1854.46' L7 S74'08'45"E 25.17' The purpose of this survey is to subdivide the property as conveyed b ate` "�'1`0 \ \ 0 1 P rP Y P P Y Ye Y ti ry \ BIOCk 1 2 � Warranty deed recorded as Instrument No. 2024022784, records of Ada County, O a�o'o,� \ \ 0 1 L3 S78'30'03'E 64.29' L8 N60'59'39'E 19.69' Idaho .The property is a portion of Record of Survey recorded as Record of 1`o 'k L4 S41*10'46"E 13.45' 1-9 S16'08'04"W 4.21' Survey No. 3614, records of Ada County, Idaho. The property is a portion of unplatted lands. The property is adjacent to Derry Subdivision as filed in Book \ \ Point of L5 N88-58.42"E 39.26' L10 S29'00'21'E i1.53' 108 of Plats at Pages 1 51 6 0-1 51 61, and Vertex Subdivision No. 2 as filed in \. \ Beginning iv Book 128 of Plats at Pages 20855-20860 , records of Ada County, Idaho. The I existing section comer, Record of Survey and plat monuments were recovered to L 1 1/4 S.5 E. Columbia Rd the field and are in substantial agreement and were held as controlling comers 0)1 S.8 — — — of this survey. \��pL LA _ PLS 4999 Curve Table The record bearing of S00'12'47'W as shown on sold Warrant deed recorded as �GENs �p CP&F No. No Markings 9 Y 2018-055169 S,5 TS.4 CP&F No. Instrument No. 2024022784 between the Section comer common to Sections 4, 5, Curve Length Radius Delta Chord Bearing Chord Length 8, and 9, T.2N., RAE., B.M., and the 1 4 comer common to said Sections 4 and 5 0 20113-055171 / E. Columbia Rd 5.$ S.9 C1 55.35 57.00' 38 was used as the Basis of Bearings for this survey. 11779 See Sheet 6 for Notes. ' S5' '13' S88'29'45"E 53.20' C2 159.21' 345.00' 26'26'25" S76'45'30"E 157.80' Reference Documents: 0 F of o) C3 239.61' 645.00' 21'7 7'04" 575'56'01"E 238.23' M. M cC€��`�`� � Q n �n Q Q �n Deed Inst. No.: 2024022784. alley Engineering, Inc. C4 1 36.38' 123.50' 16'52'33' 1 S82-35.02-E 36.24' ROS Inst. No.s: 0315, 1285, 1843, 3614, 6861, 6897, 8973, 9024, 11490, 14085. Subdivisions: Derry Subdivision, Vertex Subdivision No. 2. CODY M. McCAMMON, PLS 11779 IDAHO SURVEY GROUP CIVIL ENGINEERING PLANNING CADD 9939 W. EMERALD ST. Job No. 22-228 ' I BOISE, IDAHO 83704 Sheet 1 O' 8 1119 E. STATE ST. SUITE 210 TEL 208-938-0,313 P:\Revellle Ridge 17355 Eagle Rd' 22-228\dwg\PIat\Revei11e Ridge Sub No.l.dwg 2/6'2025 5:04:28 PM 1 EAGLE. ID 83616 www.baileyengineers.com