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Lick Creek Meadows Phase 1
I Book j 0 Page 1?ke of Plats, Inst: # 'j °S 0 et) LICK CR Instrument# 305008 VALLEY COUNTY,CASCADE,IDAHO 2006-01-18 03:48:52 No.of Pages:1 Recorded for:RALPH MILLER EEK MEADOWS SUBDIVISION LELAND G.HEINRICH / Fee:11.00 Ex-Oo:Pio Recorder Deputy �/ PHASE 1Index to:PLAT _11-V-73----- Located in the S.E. 1/4 of Section 3, T.18N., R. 3E., Bill, City of McCall, Valle County, Idaho NOTES: 1. Each lot is subject to easements for snow storage and for the installation, maintenance, repair and replacement of public utilities, twelve feet in width, adjacent to the public road rights of way as depicted on this plot. C-S 1/16 COR. SECTTON 3 2. Each lot along Spring Mountain Boulevard and Lick Creek Road is FOUND RAILROAD SPIKE LICK CREEK ROAD - - T -1 subject to on easement, twelve feet in width, adjacent to the public road I rights of way as depicted on this plot for the installation, maintenance, QCP&F/LAST. 274517 h89'48'S1"W 1974.08' 661.57' 3 2 repair and replacement of landscaping improvements. I 236.80' I ( N89'48'51 W C124 p\ I S 1/16 COR. 3. Lots 1 through 6 and 13 through 21, Block 1 and Lots 24 through 27, 1 190.11' 35.00 / 32 through 36, 51 through 53 and 62 through 65, Block 2 are subject ct to 1 2 24 27 28 29 30 31 132 33 34 35 36 37 38 39 40 I FOUND 1/2" REBAR easements for the installation, maintenance, repair and replacement of Q L" I public utilities in the locations depicted thereon. W 26 / MAW M.7....1 _ _ - I 4. Lots 13 and 14, Block 1 and Lots 28, 29, and 41 through 44, Block 2 V I` _ _ _ W ,°N' m are subject to easements for drainage and the installation, maintenance, 3 Z o - repair and replacement of any required facilities therefore. v 1 25 KAITLYN LOOP i 53 ® 3 z �- 5 52 �G61 S89'48'51"E C.?p (i 5. Lots 32 through 36 and 51 through 53, Block 2 are subject to on W1 I 51 356.13' ® easement, ten feet in width, for the benefit of lot owners and their guests 47 67 I N00'29'18"E S89'30' "E and invitees for pedestrian and bicycle traffic, in the locations depicted 41 6 6 / 15.00' thereon. ~ \ / SHEET 2 68 -1 54 /1 60.00' 42 O 3 I 50 O /v 6. Access to Lots 1 through 6, Block 1, Lots 18 and 20 through 23, J� Block 1, Lots 24 and 27, Block 2, Lots 33, 34, 35, and 52, Block 2 is 6 69 © / provided by shared driveways to be constructed in the easements therefore 43 70 j / as depicted on this plat. 49 / 7. Direct vehicular access to Spring Mountain Road is s, \G� p g prohibited, whether 7 'O,p� P�B� SHEET 3 56 / for home construction or for access to a completed residence. ZG� / 48 8. Open Space Lots A, B, and C shall be dedicated to the City of McCall I - - - 1 44 57 GrofO for public use as open space and park purposes only. / / - 47 #�' 8 �l ` / v 46 58 / / O 9. There shall be no further division of any lot depicted on this plat O CO except for Block 4 which is reserved for future development in accordance O • ` C. / 45 59 vi with the approvals granted therefore by the City of McCall. /5 ,4 / # 01 10. This subdivision is subject to restrictive covenants which are filed of N • Z / 60 Q ® record as Instrument No. 34,�o/O in the Office of Recorder, Valley 9 I- , / County, Idaho. Mosel/ 61 # ® FUTURE DEVELOPMENT 4 co• 3 11. Groundwater may be close to the surface in some areas of this CO j 23.52 Ac. ,- subdivision, requiring special construction methods and/or dewatering 0 63 62 /j equipment. The owner of each lot shall be responsible to determine if such O 6h N conditions exit thereon and what construction methods and/or dewatering m �' equipment may be required. 10 SHEET 4 < / \ 0 O i 64 'In 12. The jurisdictional wetlands, Waters of the United States, as identified N ' p on this plat are subject to regulation by the Army Corps of Engineers (ACOE). Any proposed change must be submitted and reviewed and TIMBERLOST IV approved by the ACOE prior to any work being done. 65 CURVE TABLE 11 OO �\ to® CURVE RADIUS LENGTH TANGENT DELTA BEARING CHORD UNPLATTED SUBDIVISION I13. No buildings shall be constructed within 15 feet of the wetlands as OPEN SPACE C65 345.00 323.91 175.01 53'47'38" S43'01'56"W 312.15 shown on this plat. I �G� vrn`b \ C66 585.00 639.21 355.72 62'36'18" N38'37'36"E 607.88 /�� C67 15.00 21.69 13.24 82'S1'42" S48'45'18"W 19.85 14. All easements shown on this plat are perpetual and permanent and vJ \ C68 35.00 55.16 35.19 90'18'09" N44'39'47"W 49.63 are subject to restrictive covenants which are filed of record as Instrument C99 \ C98 530.00 112.39 56.41 12'08'59" N22'12'36"E 112.18 No. d�0/!� _ int the Office of Recorder, Valley County, Idaho. � 1 •/ C100 \ C99 35.00 57.46 37.58 94'04'13" S18'45'00"E 51.22 15. Building setbacks ore as per McCall City Code except as shown. OPEN SPACE \ C100 345.00 88.28 44.38 14'39'37" S73'06'55"E 88.03 I - - - C C101 315.00 362.25 204.13 65'53'22" N4730'03"W 342.61 i GINNEY WAY - (PUBLIC) C124 20.00 31.31 19.89 89'41'51" S4520'13"W 28.21 19 -. D7 I 20 °' • • LEGEND 13 I SHEET 5 22 I • 14 15 116 17 �'' I - SUBDIWS/ON BOUNDARY 18 21 FOUND BRASS CAP 23 I CP&F INST.#198998 o FOUND 5/8" /RON P/N S 1/4 COR. SECTION 3 I 1050.42' I 847.64' 660.52' 3 2 FOUND BRASS CAP I L - S89'56'39"E 1970.94' - - - - J BASIS OF BEARING POB 10 11 ® SET 5/8" X 30" REBAR MKD LS 8577 CP&F INST.#199003 • FOUND 1/2" IRON P/N -' . 0 SET 1/2" X 24" REBAR MKD LS 8577 UNPLATTED 4- FOUND BRASS CAP MONUMENT -I#- FOUND ALUM/NUM CAP MONUMENT HEALTH CERUP7CATE o ANGLE PO/NT - NOTHING SET Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on ^ - - EASEMENT LINE the State of Idaho, Department of Environmental Quality (DEQ) approval of the design plans and specifications and the conditions imposed on the developer for continued satisfaction of the LAN 6 BLOCK NUMBER sanitary restrictions. Buyer is cautioned that at the time of this approval, no drinking water or MONUMENT CERTIFICATE �� �. ,;A�11 O sewer/septic facilities were constructed. Building construction can be allowed with appropriate building permits if drinking water or sewer facilities have since been constructed or if the �� �o © OPEN SPACE PARCEL developer is simultaneously constructing those facilities. If the developer fails to construct facilities THIS /S TO CERT/FY THAT THIS PLAT /S BEING RECORDED UNDER a ,�Or 7 or meet the other conditions of DEQ, then sanitary restrictions may be reimposed, in accordance with Section 50-1326, Idaho Code, by disapproval, THE PROVISIONS OF IDAHO CODE 50-1331 THRU 50-1333 AND 1� the issuance of a certificate of and no THAT ALL INTERIOR MONUMENTS WILL BE SET WITHIN ONE YEAR O construction of any building or shelter requiring drinking water or sewer/septic facilities shall be FROM THE RECORDING DATE OF THIS PLAT. 9 OF � / I �4pH M\L�� SCALE: 1" = 150' SECESH ENGINEERING, INC. 3O SOO 9 I , 2LA1 tics`I 2DOG BEARINGS BASED ON el" '/CT EALTH D ARTMENT, EHS SPRING MOUNTAIN RANCH SUBDIVISION PHASE 4 MC Call, Idaho SHEET NO. 1 OF 6 Book /0 Page of Plats, Inst. / 30 S 00 0 LICK CREEK MEADOWS SUBDIVISION PHASE 1 Located in the SE. 1/4 of Section 3, T.18N., R. 3E., BM, Cityof McCall, Valley County, Idaho C S 1/16 ConSection 3 Found Railroad Spike CP&F Inst. #214517 • Q S89'48'51"E I 236.80'SNOW REMOVAL, U77LlTY AND LICK CREEK ROAD (PUBLIC) SNOW REMOVAL, UT1LlTY AND � LANDSCAPING EASEMENT LANDSCAPING EASEMENT 12.00' N89o48'51"W c, 1 1�ti N89'48'51"W 1492.31' 15.00' ``89.53 92.04' �j G 80.09' 0 120.1T 180.79'• I 58 0 0 100.00' 0 CURVE TABLE �` w 15.00 .25 90.00 i CURVE RADIUS LENGTH TANGENT DELTA BEARING CHORD f- 1 SETBACK FROM LICK CREEK ROAD I6 pr SETBACK FROM LICK CREEK ROAD tI `'� N T C1 295.00 32.16 16.09 6'14'44" S02'35'45"E 32.14 w DRAINAGE 12.00' w2I o g24 '� o EASEMENT c''� C2 295.00 109.70 55.49 21'18'26" S16'22'20"E 109.07 rn - o ' 27 ioti•'�oor 1 �_ 0.27 Ac. aoz I T a C3 35.00 66.95 49.62 109'36'09" S81'49'38"E 57.20 i70.27 Ac. ,� 0.24 Ac. ?' C4 240.00 14.63 7.32 3'29'31" S45'07'04"W 14.63 ' 0.22 Ac. o °D I 'n o o DRIVEWAY AND ° °� °' ►n 30 °' ao °,n' o o U17LlTY o - 28 ^ !� r� _'� ,n 31 C5 240.00 118.93 60.71 28'23'32" S61'03'35"W 117.72 Z EASEMENT ^ cn U17LITY EASEMENT w OQ' `o0' rn • 0.28 Ac. rn • ono „ lo.00'I 70.00' „� 0.43 Ac. k •• �cb 29 0 to o A 0.30 Ac. c i C6 240.00 65.40 32.90 15'36'44" S83'03 43 W 65.19 �- 15.00' o N73 5 3a a �� /"wry v 0.29 Ac. 0 z 0 C7 970.00 59.45 29.73 3'30'41" N89'06'44„E 59.44 W ' ,� c �, � � �\ 129 2 'a) O N.,t) �/ / •A,-, C8 970.00 77.11 38.58 4'33'18" N85'04 45 E 77.09 et 89.83' S89'48 51 E 111.67' �v a ���: 1 / / �^�.�o C9 80.00 23.26 11.71 16'39'36" N88'52'06"W 23.18 99.83' o 0 101.67' z 0 4• �'52"W ��' / / ��.',�ti' 32 C10 80.00 48.16 24.84 34'29'43" N63'1 T27"W 47.44 F' I " cn S76� 26 / o.• SEE N07F 13 , N Z I y 1p3.06' 40.00' ----_ _ / - ---- C11 80.00 64.29 33.99 46'02 35" N23'01'18"W 62.57 O •�i Lu o w \ 0.22 Ac. - 20.71': ` --- - CS C9 0 `�W w 12.00' - 4 c . \ N C6 5.8O' 132.12' 30.57 C7 C10 >,- C12 155.00 53.54 27.04 19'47'25" N09'S3'42"E 53.27 Z I3 Q - NISNOW REMOVAL &� \ -31R \: \ J. \ 32.3 C13 155.00 67.97 34.54 25'07'33" N32'21'11"E 67.43 W iv U17LlTY EASEMENT z \ cA v? \ C14 155.00 52.71 26.61 19'29'10" N54'39'33"E 52.46 _>- • o� to o �: 25 \ w G „ (PUBLIC) - 12.00' • \. C15 130.00 65.70 33.57 28'57'16" N78'52'46"E 65.00 �� �I ' 5 KAITLYN LOOP r� w o \ i N89'07 55 W _ "coI p_ o 1 3 \ v, c \. 0.30 Ac. \ i - - - , 60.00. - -- \ C16 130.00 67.36 34.46 29.41'22" S71'47'55"E 66.61 1 U' \ m \. 41 50.36 144.66' C48 \�'st O>�- N 5 0 0.23 Ac. \ n 12.00' \ /r G 9 - \ C17 130.00 71.57 36.72 31'32'33" S41'10'S8"E 70.67 to 0.54 Ac. \A, N C18 130.00 59.63 30.35 2616'46" S12'1618"E 59.11 40.00' v \ SNOW REMOVAL ANC / ___,.....\ S89'48'51"E \ U17L11Y EASEMENT G�` • ::C1: o �® o C39- Or C19 35.00 34.75 18.96 56'52'49" N27'34'19"W 33.34 • 110.51' " nN-p /� / _ _?�� /_ 67.59 12.07' C38 ---- O ® 51 C20 35.00 23.77 12.36 38'54'46" N75'28'07"W 23.32 O Z\ \ \w13 \. /45) G21 : l / 19 I G�/ I C21 180.00 131.02 68.56 41'42'13" S64'13'24"W 128.14 \ cr• Z / cL' i'SEE N07E. 13/ / / w SNOW REMOVAL AND I 2° i�I C22 35.00 58.56 38.78 95'52'18" 50433'S1"E 51.97 (`\ \I \' / k... ' I 660 - U77L171' EASEMENT I io o'op r�i C23 425.00 103.69 52.10 13'58'43" N45'30'38"W 103.43 \ o �\ �� C3 ° / /// 9h. co / / 3 0.24 Ac. o cO 67 N 68 I c i o 1 c i C24 425.00 66.81 33.48 9'00'26" N34'01'04"W 66.74 _\ 0 41 v, / �n •;� `? 0.24 Ac. * M I o \ z\ 10.00' \n� ��� G 1 ® °'� 0.21 Ac. e` / : o o ,ri rn 0.18 Ac. o o-'- C25 425.00 166.87 84.52 22'29'45" N1815'58"W 165.80 • S \ 4 Z \ 0 / z�^�'/ /;� : �Io °° N o I Z rnl C26 355.00 301.43 160.47 48'38'58" N30'45'36"W 292.45 69 S1• \ \ o �� �,� /� 4/S • o rn © oI _e C27 35.00 49.81 30.18 81'32'37" S84'08'37"W 45.71 12099f \ 0.34 Ac. \ �/ )'.. 9 $" / 1 . N�, .ti o N89'40'56"E I Zs; I C28 220.00 164.51 86.32 42'50'40" S21'56'58"W 160.70 \ � • \ " �" O '` 08 2 ti° / 150 C29 280.00 66.80 33.56 13'40'10" S07'21'43"W 66.64 • F�� N \ r��" \ OG / // 15.00' 6�' �.�q / r� �0Q 1: S89'40'56"W S89'40'56"W pi 78.65' / cv I „ q J- �, c r Zry �, o o c� C30 280.00 75.23 37.84 15'23'36" S21'53 36 W 75.00 `rF c \ / DRAINAGE r3 t, I 104.18' 99.24' N ® / , �n IC / C31 280.00 30.19 15.11 6'10'41" S32'40 44 W 30.18 \o �y� DSO coon ^ r� �'p o •. I EASEMENT • /c\M . 0 /.� / / rn\��, p r� O N !. if' /b, .'� ;5" ,;� I ^ 0.10 Ac. /•�c1' . C32 280.00 30.01 15.02 6'08'30" S38'50'20"W 30.00 a tiS O 42 /N•c' I co / v o C33 35.00 47.28 28.04 77'24'15" N04'40'10"E 43.77 \ �• y� ti a o �, h 6 d'- d'y O / a Cs' �.O • 0.25 Ac. .,o. 7 c1, 7� I 3 69 °D ,/ �' / C34 365.00 110.87 55.87 17'24'14" S25'19'S0"E 110.45 \� fir s2 • a, N� \R G� o �3:. a to 0.51 Ac. 2Sj S� Rs9/�'S c •cL�/ ro ( \ 15.00': I 70 0 o 0 0.21 Ac. i / C35 365.00 99.53 50.08 15'37'26" S08'49'00"E 99.22 •°' •F. 5� �0. No< ' 7 , /` h 43 0.28 Ac. o / Za / V'`/ C36 365.00 9.76 4.88 1'31'54" S00'14'20"E 9.76 •�� /�,"�� ••G�\�� -%- "�: 0.39 Ac.i �' / 49 C37 35.00 54.98 35.00 90'00'00" S45'52'05"W 49.50 0 O o0 1 12.00' o / •a p C27 2ti\'•; �. cn n \ cn i • C38 1030.00 87.23 43.64 4'51'08" N88'26'31'E 87.20 co 0A 9S 70.00' Y.'• 2. \ 0� co s • "k s . . .,/ N 1.1 \ cA \ i�110• C39 1030.00 57.78 28.90 312'51" N84'24'31"E 57.77 `S /'ham Q• 06 ,-\ A�� d"1s.oe' \ / bc / C40 20.00 33.93 22.68 9711'54" N48'35'57"W 30.00 . N',�' / �/ \ ��,s�� W,/ ?�, 15.00' \ \ �+�\\ ti9 2�0A°�� Gr/ C41 95.00 16.06 8.05 9'41'20" N04'50'40"E 16.05 • �� // N �o�0 ° *�•*"' r'l '�,b�A DRAINAGE 2 5 G. 6� 21' i� C42 70.00 142.29 113.04 116'27'57" S57'21'54"E 119.03 o ;6 7 / �� / \\ \ �9�� • � . .*. rn 6� �,� EASEMENT N 11k . • �812/ 48 C43 330.00 249.35 130.97 4317'35" S21'07'11"E 243.46 6 0.23 Ac. (.1 /o /,o /� 12.00' \ .co -4- O,\'. �cr='�`��,�0.5- \ \S C44 330.00 63.52 31.86 11'01'46" S48'16'51"E 63.43 S87'41'13"E 0 V co/ �, 'rA-. -D,i \ L3j i C45 390.00 322.37 171.04 47'21'37" N30'06'55"W 313.27 •• \ L � � \ g9 " 86.21' IV71• 7 / ��, -W \ �- - g5 C46 250.00 186.94 98.09 42'50'40" S21'S6'S8 W 182.62 1 56 37bw Niq� A .„' �,� * '�; SEE N01F 13� C47 210.00 174.08 92.39 47'29'47" S67'07'12"W 169.14 8 011' V OPEN SPACE • ova 44 F • 47 SEE SHEET 3 C48 1000.00 140.78 70.51 8'03'59" N86.50'06"E 140.67 • 60.00' l -W�*• O C rJ (3- / 60 C49 50.00 84.82 56.71 9711'54" N48'35'57"W 75.01 (SEE SHEET 4) ' 0.30 Ac. 16 G1/ cS` "��•W ( o ,_ ___ rGrsr�m C50 125.00 140.50 78.72 64'24'08" N32'12'04"E 133.22 Irn I / • •�' "l\.Oco +* \ *.\•� , SNOW REMOVAL AND 46 rill�l! C51 100.00 203.27 161.49 116'27'57" S57'21'54"E 170.04 v / SNOW REMOVAL AND " " " " \6' o: U7LI7Y EASEMENT 45 C119 280.00 7.14 3.57 1'27'43" S42'38'27"W 7.14 I UTILITY EASEMENT W W �` o.•C "h h`O 3 SUBDIVISION BOUNDARY C121 20.00 31.53 20.12 90'20'28" N44'38'37"W 28.37 I , • ` W �,`�:\``'� ,o°` 0 FOUND 5/8" IRON PIN C122 20.00 31.30 19.88 89'39'32" S4521'23"W 28.20 • / C125 95.00 90.72 49.15 54'42'47" N37'02'44"E 87.31 ( -�•�•�-�- \- I � \ „ • N\'• �ory�o © SET 5/8" X 30" REBAR MKD LS 8577 . `' • FOUND 1/2" IRON P/N W W` � �` ` W \ 01 . \ SEE SHEET 5 0 SET 1/2" X 24" REBAR MKD LS 8577 W - - - w \ 12.00' \7 - i- FOUND BRASS CAP MONUMENT - • y**:*-*- ,*I\-* y 1 FOUND ALUM/NUM CAP MONUMENT * + o ANGLE POINT - NOTHING SET 'SEE* * * * ******* ************ +'+aW ` I` 3 o FOUND MONUMENT - AS NOTED SETBACK LINE WHERE GRATER THAN CITY STANDARD - - - EASEMENT LINE © BLOCK NUMBER " CI OPEN SPACE PARCEL SCALE: 1 = 60' SECESH ENGINEERING, INC. *•* JURISDICTIONAL WETLANDS McCall, Idaho .. " SHEET NO. 2 OF 6 Book !O Page 3L of Plats, Inst. / 3O5 Og LICK CREEK MEADOWS SUBDIVISION PHASE 1 Located in the SE. 1/4 of Section 3, T.18N., R. 3E., Bill, City of Mc Call, Valley County, Idaho SNOW REMOVAL, U77LITY & LICK CREEK ROAD (PUBLIC) I , LANDSCAPING EASEMENT 12.00' 35.00' 35.00' w I LEGEND N89'48'51"W 1492.31' i --0 0 0 O 0 O O O C• 100.00' 100.00 110.007\ I 110.00' 95.00' 15.00' 95.00' 95.00' 95.00' 62.99' ��'3 a -- G'`� - .., SUBDIVISION BOUNDARY '� SETBACK FROM LICK CREEK ROAD ) ``6 N o � o FOUND. 5/8" /RON P/N 3ol _ 3 - 3 o 34 � - 35 0� - 36 in 37 o' - 38 L0 in 39 °' _ I w ® SET 5/8" X 30" REBAR MKD LS 8577 3 M o rn 'n o) -"' `" 40 I N z / 3 rn - :° :� o 0.21 Ac. o' P N rn N60. 0' ---� ,°n' o d, - 33 !c, co 0.29 Ac. 0.27 A . r 0.22 Ac. o rn o r 0.21 Ac. o a, 0.21 Ac. o 0.18 Ac. • FOUND 1/2" IRON P/N 31 0, 32 o' a; o o 0 0 a' 0 o a' oN 0.32Ac. rn •`O 0.29Ac. � � 0 0r z O o z o 91 * '�o 0 o z 12.00' z C�o 1/2"SET24"XREBAR MKDLS8577 0 - P o z z 0 .- Z 40.00' mFOUND BRASS CAP MONUMENT Zz - -,G53 24.650 95.00' -0- 95.00' o _ 95.00' 47.16' 1:1- • FOUND ALUM/NUM CAP MONUMENT 45.00' ____ -110.00'-----33.43'- , 5o°� �' - __ - 110.60 143.43' / G'I •• G/ ,' `O o ANGLE PO/NT - NOTHING SET _ 27'66' 138.27' S89 55'S8 E - " Q O - Cip_-- 73.86 ^ S83'50 21 W- 2s2.os' Gg - - - 589.48 51 E - - - 3 .- FOUND MONUMENT AS NOTED \ 58 78 44"W 132.64 ---- --- -58126 67,'W 111.86'--- /� G �� 370.68' W cn 2 SETBACK LINE WHERE GRATER THAN CITY STANDARD \578 45 --_- - 10.00' 3 1 3 - - EASEMENT LINE i� DRIVEWAY, RECREA 770N, o G6� 365.71' - O \� N & U77LITY EASEMENT a , 53 l sS © BLOCK NUMBER 1 to o 0.28 Ac. 12.00' o I 51 52 0 1 v / SNOW REMOVAL & 10 A OPEN SPACE PARCEL I W 7 7 U77LITY EASEMENT 1 in S89'30'42"E w iv I 0.30 Ac. 0.44 Ac. .co N75 5 " / / FUTURE DEVELOPMENT L 60.00' J 0 00 I d 8'24 / -`-` JURISDICTIONAL WETLANDS o I o ;`b ^°`‘' 128.46' W / / S86'44'36"E / / SEE SHEET 2 0 ' Z S88'33'18"E ? con rn 1 105.73' 87.52' 54• / / • �I op 0.24 Ac. /\ � CURVE TABLE 50 �• vy / CURVE RADIUS LENGTH TANGENT DELTA BEARING CHORD v 0.35 Ac. r� lys)O', / /l C10 80.00 48.16 24.84 34'29'43" N63'17'27"W 47.44 3 , C11 80.00 64.29 33.99 46'02'35" N23'01'18"W 62.57 7 SNOW REMOVAL & �a �^ 1260 0 $/ I / C12 155.00 53.54 27.04 19'47'25" N09'53'42"E 53.27 • l U71L/TY EASEMENT �co tl• 55 8 / " " / C13 155.00 67.97 34.54 25'07 33 N32'21 11 E 67.43 / 5�524. " 2cV ^ 0.24 Ac. 1 / C14 155.00 52.71 26.61 19'29'10", N54'39'33"E 52.46 LINE TABLE / /49� .47, E. ry• SNOW REMOVAL & /7 / / C15 130.00 65.70 33.57 28'57'16" N78'52'46"E, 65.00 " / N, U77LITY EASEMENT -' / / C16 130.00 67.36 34.46 29'41'22" S71'47'55"E 66.61 LINE LENGTH BEARING v^/ s /40 / C52 35.00 54.79 34.82 89'41'51" N45'20'13"E 49.37 L1 21.95 N24"12'21"E // 49 4 S6127. // c' / C53 75.00 38.53 19.70 29'26'01" S75'28'09"W 38.11 L2 16.01 N36'55'53"E , l • 0.29 Ac. 1 .Nt 'S 722 23+ / / / C54 75.00 42.57 21.88 32'31'28" S44'29.24"W 42.01 L3 18.08 N53'18'S3"E P�B‘'GI / 12.00' fit^°6h� `3/' F / / C55 75.00 27.36 13.84 20'54'13" S17'46'33"W 27.21 C.,/ SR O 1 / / C56 525.00 83.12 41.65 9'04.16" N11'51'35"E 83.03 .fig r , • 56 / / C57 525.00 93.16 46.71 10'10'03" N21'28'45"E 93.04 7� A• 9 0.25 Ac. oil: / S?� �O / 1 / C58 525.00 92.50 46.37 10'05'40" N31'36'37"E 92.38 o0P ,OB"V� /' � % 33. F` �45 411 SZT // / G / C59 525.00 94.81 47.54 10'20'50" N41'49'52"E 94.68 lj, /05 y e / C60 525.00 102.34 51.33 11'10'08" N52'35'21"E 102.18 '(rl �' 6�2� g 48 \,'S • 72i 3)F` // v / C61 525.00 99.59 49.94 10'52'07" N63'36'29"E 99.44 KP1� `'/ g58 0.26 Ac. �� O2• / / / C62 525.00 8.13 4.06 0'53'13" N69'29'09"E 8.13 o O 57 / �,�/ ® C63 405.00 95.37 47.90 13'29'29" S63'11'00"W 95.15 N "60 o� 0 56 6t S� 0.22 Ac. / / C64 405.00 90.26 45.32 12'46'09" S50'03'12"W 90.07 \ C16 _ • _C1g� 9 47 "-° 6'L , `off / • /�� / FUTURE DEVELOPMENT C66 585.00 639.21 355.72 6236'18" N38'37'36"E 607.88 0.24 Ac. O • `r o // / / C67 15.00 21.69 13.24 82'51'42" S48'45'18"W 19.85 t� 9g61,�. 58 '�6'- /60 // C68 35.00 55.16 35.19 90'18'09" N44'39'47"W 49.63 44 06' aN �� 6y9 0.23 Ac. // G / / C69 60.00 93.93 59.68 89'41'S1" N45'20'13"E 84.63 r3 46 �i 0$ • as , / 0 / C70 45.00 65.08 39.72 $2'S1'42" S48'45'18"W 59.55 �` . 3 c^ �25 p a Q / C71 555.00 606.43 337.48 62'36'18" N38'37'36"E 576.71 mA a� COo 0.25 Ac. 4�. -N0 bik12 w A / - • / // C75 75.00 24.21 12.21 18'29'38" S51'30'19"W 24.10 c� ,��o 45 M 6625 c� / / C120 425.00 4.33 2.16 0'35'00" N06'43'36"W 4.33 n•• 0.42 Ac. o ;, 5�9 59 �� G61 / C123 20.00 31.52 20.11 90'18'09" N44'39'47"W 28.36 VS tP 0.24 Ac. / " " \ 2.00' ,2268 8g vo60.00' / C124 20.00 31.31 19.89 89'41'52 S45'2013 W 28.21 1" o�„� ��. �0, o0 /- �6,• y // SEE SHEET 1 SCALE: = 60' �.. N61.\21 1g 60 �.�� / G6� / 0 �.• �� 61 0.23 Ac. ,- r 3 _ I: 82'62 a t$'. / • o� ' �1'I•`'1 SEE SHEET 5 ,// G SECESH ENGINEERING, INC. 63 / Z McCall, Idaho / ' / -y SHEET NO. 3 OF 6 Book /0 Page 34 of Plats, Inst. / 3 o S tie S LICK c„REiK MEADOWS SUBDIVISION PHASE I Located in the S.E'. 1/4 of Section 3, T.18N., R. 3E., BM, City of McCall, Valley County, Idaho CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA BEARING CHORD C26 355.00 301.43 160.47 48'38'59" N30'45'36"W 292.45 C27 35.00 49.81 30.18 81'32'37" S84'08'37"W 45.71 C28 220.00 164.51 86.32 42'50'40" S21'56'58"W 160.70 C29 280.00 66.80 33.56 13'40'10" S07'21'43"W 66.64 -C86 C76 470.00 23.81 11.91 2'54'09" N01'58'43"E 23.81 / \ v C77 470.00 123.54 62.13 15'03'37" N10'57'36"E 123.18 // �I C78 155.00 12.47 6.24 4'36'39" S16"11'05"W 12.47 / C79 155.00 92.63 47.74 3414'27" S0314'28"E 91.26 r/ I C80 155.00 87.29 44.84 3216'04" S3629'43"E 86.14 i I C81 155.00 105.45 54.86 38'58'41" S72'07'05"E 103.42 SEE SHEET 5 /r I C82 155.00 8.97 4.49 3'18'55" N86'44'07"E 8.97 I C83 95.00 188.05 144.66 113'24'45" S38'12'58"E 158.81 I C84 530.00 166.16 83.77 17.57'46" N09'30'31"E 165.48 G85� I C85 415.00 281.77 146.56 38.54'06" S25'53'09"E 276.39 I C86 35.00 71.56 57.27 117'08'22" N1313'59"E 59.73 I C87 70.00 16.22 8.15 1316'29" N7826'24"E 16.18 (PUBLIC) a - I ``,, R� , . ,N06'26'06"W . a �a3 +�a a a a I C88 500.00 156.76 79.03 17'57'46" N09'30'31"E 156.11 ^''�YA u a , a a a a=� _�a _�s-�+ a + i a a a � * � + a + a + � * a * a C89 125.00 247.43 190.34 113'24'45" S3812'58"E 208.97 6 a a a a a a123•30.a -a a a a a a a a a a a a a a a a a a a aa ► SEE SHEET 5 C126 312.55 396.28 229.78 72'38'38" S4917'53"E 370.27 1� a a a a a a a _+--r i a a a a a a a a a a a a a a a a a a a a a a a a P\ a a a aa y-T aia aa aa aa aa aa aa aa aa aa aa aa aa aa aa aa sa aa aa aa aa aa aa aa aa aa aa aa aa aa a a I C127 95.00 58.49 30.21 3516'36" S77'17'03"E 57.57 �o0�T as as a as * _���aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa I / W a a a a a a sa * aa aa a a a a a * a a a a a a a a a a a a a a a a a a a a a a a a a a a * a a I / M a a a,c a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a I/ a a- a Y a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a O O a a G %/ a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a /A Zn * }. a a a a a a a a a a a a a a a a a a a a a * a a a a a a a a a a a a a a a a a a a a a a a a ��/: a /a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a / O z V a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a M ��� a. a a a a. a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a / a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a / I/ a a a a a a a a a a a a a a a a a a a a a a a a a a * a a a a a a a a a a a a a a a a a a a a a/a a s a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a 20.00' / % a/a a a a a a a a a a a a a a a a a a a a a * a a a a a a a a a a a a a a a a a a a a a a a a a a a a a / a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a �/ / I I NO2'26'30"E / a a a a a a a a a a a a a a a a a a a a * a a a a a a a a a a a a a a a a a a a a a a a a a / I I / a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a / I I 137.97' -Ta LEGEND / a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a '� a - a a a a a a a a a a a a a a a a a * a a a a a a a a a a a a a a a a a a a N W / a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a / I z I / a a a a a a a a a a a a a a OPEN SPACE a a a a a a a a a a a a a a a y I M - SUED/I�/S/ON BOUNDARY / a a a a a a a a a a a a a a a a a a a a a a a a a a ■ /\ a a a a a a a a a a a a a a a a a a a a aWATER LINE EASEMENT" a , a I ° / a a a a a a a a a a a a a n a a a a a a aT0 CITY OF McCALLa a a 6 �� I I to °' 1 cn 5 o FOUND 5/8" IRON PIN a a a a a a a a a a a /••� a a a a a a a a a a a a a a a /�"Ss,-? 8 0.27 Ac. Na a a a a a a a a a a a a a a a a a a a a a a a/a a �•Aso\ z 1 CO 0 SET 5/8" X 30" REBAR MKD LS 8577 a a a a a a a a a a a a a a a a a a a a a a a a a a a O 0 a a a a a a a 4.53 Ac. a a a a a a a a a a a a a /a , a� a \�RBry I " ,\ a a a a a + a a a a a a a a a a a a a /a a ,a a a a a \ 4 w • FOUND 1/2 /RON P/N J a a a a a a a a a a a a a a a a a a a a aa a a N sR�C �\ a aaaaaaasasaaaaaaaaaaaaaaaaaaaasaaaaa/ a as-a * . aaaaa `' ; NO3'08'22"E 0 -SET 1/2" X24" REBAR MKD LS8577 ‘'2.�•'s)`\ SNOW REMOVAL & a a a a a a a a a a a a a a a a aka a a a a a 1\ i8+ N\ UTILITY EASEMENT a a a s a a a a a a a a a a 3 a/a V a a a a a a a j a 13o.s7' I FOUND BRASS CAP MONUMENT a a a a a a a a a a a a a� a a a a a a a a a a a \ a a a a a a a a ` a a a 4a a a a a a a a a a a. �\ aaaaaaaaaaaaa� aka+a aia.�aa aaaaaaaaaaaaa/la / I }- FOUND ALUM/NUM CAP MONUMENT C 12 00' a a a a a a / a / a a a a a a a a - 40.00' f ?8 _ a a a s a a a a a a a a '• ,a i , , ,/ , a a a a a a 91� 1 26 j w / �; I 14 I o o ANGLE POINT - NOTHING SET ----- --- ----- i a s a s a a a a a a a 259.37' - 3_a a a a a a a a a a a a a 5�9�!`L2%7 SANITARY SEWER cv 0.51 Ac. 12.00' ._. �- Q 0 FOUND MONUMENT - AS NOTED - _, C84 a a a a a a 0`N / LIFT STATION J a a10�'0<� a a a c_ si GINNEY WAY (PUBLIC) a a a a a a��a a �,\ �p') EASEMENT / z SETBACK LINE WHERE GRATER THAN CITY STANDARD - SO0'31'38"W a a a a a a a a a _ / / 15.00' DRAINAGE ,) - - - EASEMENT LINE 60.00' - -259.37' - - �' - _��C88 a a a a a a ' a ` G�9 I EASEMENT cci a a \ / pn • \\`/�( © BLOCK NUMBER \ _ C29 • • �� - \ 33.ts' • 125.00' 101.21' C76 • 7 maco 4 _ C,"/ \ Nti O OPEN SPACE PARCEL n. N p a a a___a a a • ��9•.� \7_ 1 Q M ^ 12.00' N M a a a �- a • a a c;,•�_ p E � 39 O ^ clops a a a a a-a '78 a C79 a a a aka a a a a 5151-0• .tIj. F\ W JURISDICTIONAL WETLANDS :o p SNOW REMOVAL & s . a a a a a j_a a a O •O a a a a a a a- a_.a__4-----*----.. a a a 25.9Q \ J 0) '. .. /\ ., UT1LlTY EASEMENT •s. a a a a a a a a a a a a a a a a a \ •'.`5;r t�` \ �! M = 4 pz a a a a a a a a a a a a a a a \ 0! N. c, F��:. a a a a a a a a a a a a a a a a a a a -> .O... 1 3 0 i a a a a a a a a a a a a a ��. 0.60 AC. \ 0) in 7 w w Lai v SEE NOTE 13 . \ _ a z y ON a a a a a a a a a a a a a a a a a a a ci •6n a a a a a a a a a a a a a a a a b a a \ oD SEE SHEET 2 'n N 10 �n N a a a a w a a a a a a a a a a a a a sa a a T U) • 0.50 Ac. M N �-- w•rn. a a a a I• a a a OPEN SPACE '�59 a a a 7T�a a a •O se.„. I \ 9 0.50 AC. �+�Y aaaaaaa�a 0pasaaaaa a a a aaaaaaaaasaaQO �S�aaaaa S�'49 I 6 N 0.50 Ac. -10 CO Cl) 11 •.. a a a 6 a a a a a a a a a a a sz ��a a a �j ' w O 0 aa aaaa . d-sasasaaaa B aaaaaaaaaaaaaa\-?, 4,„.\aaaaaaa �S•ss• ,�SEE NOTE I13 M - 0.50 Ac. a a Za a a a a a a a a a a a a a a a a \a a a a • 3 r• N •A a a a a a a a a a a a a DRAINAGE a a a a a a • I ••cs a a a a a a a 0.54 Ac. a a a a a a a\ a a O I r co '. a a a a a a a a a a a a a EASEMENT a a a a\ a a a a a tS_ a a a a a a a a a a a a a a a a a a a a a\ a a a a a '.o-N (� a Cl) •cD•rr a a a a a a a a a a a a a a a a a a a a a a a a a a Q SCALE: 1" = 50' a a a a a a a a a a a a a a a a a a a a '- a a a a a sS�p_ I •: a a a a a a a a a a a a a a a a a a a ., a a a a a v. 133.20' 125.00' 125.00' a a a a a a a a a a a a a a a a a a a a \ a a a a a s; 136.20' a a a a a a a a a a ,a a a a a a a a a` a a a a O O p a a a a a a a a a 224.36 a a a a a a a a a� a a a95.2 ` O o NO0'21'04»E 18.15' , , , 10.3 S 1/4 Cor. Section 3 TIMBERLOST IV SUBDIVISION Found Brass Cop CP&F Inst. #199003 SECESH ENGINEERING, INC. McCall, Idaho SHEET NO. 4 OF 6 Book /G Page 3 6 of Plats, Inst. # ...--.0. LICK CREEK MEADOWS SUBDIVISION A S E 1 Located in the S.B. 1/4 of Section 3, T.18N., R. 3E., Bill, City of McCall, Valley County, Idaho 46 ,p5"E . SEE SHEET 2 �a • • �, la 45 ,\°s8' �i• , . 60 lo II 1 N6� va �2o •- $2 O 61 � • �-TA SEE SHEET 3 I 9 J'• 0.23 Ac. / N 1 1' .t. . 31 o. • �� 0 62 ���. / •4 � to I: 'O0s 0.35 Ac. 0� 0' / .*.l1w -,0 N N1. 63 jam; �� / • 0.23 Ac. _ / +• Iwo o oo I- F DRIVEWAY & /• A G1ti `-`1 z ao I• o UTILITY EASEMENT / G°5 . ....�.� / 1 �: \• // / CURVE TABLE - .*i\.- 1: 6°W \� / / G6 j CURVE RADIUS LENGTH TANGENT1 D3ELTA BEARING CHORD oo 56ag5 62 �� r,?,i\\12.00' mahif // // C72 375.00 352.08 190.22 553'47'388" S43'01'S6"W 339.29 • - - t v 1: 12G' �\ �, •��. \ / C73 132.00 56.72 28.80 24'3T11" N7T38'03"W 56.28 • 40.00 \ \ / / / C74 130.00 44.22 22.33 19'29'27" N60'52'39"E 44.01 ` `.` `,` ' - 0.264 \\ \\ /V°j� 60.00' / LE'GEND C85 415.00 281.77 146.56 38.54'06" S25'53'09"E 276.39 Ac. C86 35.00 71.56 57.27 117'08'22" N13'13'S9"E 59.73 \ 0? /\ / C87 70.00 16.22 8.15 1316'29" N78'26'24"E 16.18 `-`- - -�-�-���• 70.00' \ - SUBDIKS/ON BOUNDARY " " • +� \ 0_ / 1 / C90 345.00 23.80 11.90 3'57 09 S08'24 41 E 23.79 \. (1'bccb ' \ / / o FOUND 5/8" IRON P/N C91 345.00 104.22 52.51 17'18'31" S19'02'31"E 103.83 + ± + ' \�; 15.00' ��g���`L1 \\ /�• J� / SET 5 8" X 3O" REBAR MKD LS 8577 C92 345.00 81.22 40.99 13'33'03" S34'28'18"E 81.40 . a \. \/ v, Q / / C93 35.00 68.99 52.82 112'56'37" N82'16'52"E 58.35 . . . . * * * \ /\V * * * * * * * . - - V. / • FOUND 1/2" IRON PIN C94 470.00 79.36 39.77 9'40'27" N20.58'20"E 79.26 \ N.a \'• �' �cr / o " " C95 405.00 25.54 12.78 3'36'48" S17'56'31"W 25.54 z 65 / SET 1/2 X 24 REBAR MKD LS 8577 C96 405.00 94.07 47.25 1318'30" S26'24'10"W 93.86 • - - . " `�"� •'. 0.31 Ac. / �� / FOUND BRASS CAP MONUMENT C97 405.00 75.01 37.61 10.36'42" S38'21'46"W 74.90 . . . . . * * * * * \ 2. \.' / CI / C98 530.00 112.39 56.41 12'08'59" N22'12'36"E 112.18 ` ` ` ` ` ` \\0�� \n, ��� �. V� O / / 4- FOUND ALUMINUM CAP MONUMENT C99 35.00 57.46 37.58 94'04'13" S18'45'00"E 51.22 ***** ***W`.* * * \\ 0 Zoe' \\ 12.00• '�/ Q I o ANGLE PO/NT - NOTHING SET C100 345.00 88.28 44.38 14'39'37" S73'06'55"E 88.03 Cr.VP C101 315.00 364.57 205.79 66'18'46" N47'17'21"W 344.56 . - +- - - - *+ \\ `�� / o U��/ 4 0 FOUND MONUMENT AS NOTED C102 245.00 83.00 41.90 19'24'36" N28'01'07"W 82.60 •f * * ****"****** * \ \ �?' c C. / d` / FUTURE C103 245.00 182.68 95.82 42'43'19" N59.05'05"W 178.48 •*••- - * *-*- \ �g3 V/ / DEVELOPMENT SETBACK LINE WHERE GRATER THAN CITY STANDARD c104 415.00 3.32 1.66 o'27'31" s8o'12'S8"E 3.32 .`.`.`.`.`.*.`. `.�`� \\\ '-o�Z // - - - EASEMENT LINE c105 415.00 81.31 40.79 1113'34" S74'22�26pE 81.18 * C106 415.00 44.38 22.21 6'07'38" S65'41 50 E 44.36 : A \ SNOW REMOVAL & © BLOCK NUMBER C107 35.00 45.34 26.48 74'13'33" S80'15'12"W 42.24 SEE SHEET 4 ' ` ` „` `+`+` ` OPEN SPACE \\ UTILITY EASEMENT / C108 130.00 62.36 31.79 27'28'56" N56'S2'S4"E 61.76 `*`.`II,`. . .` (SEE SHEET 4) \\ :,,,,,p( OPEN SPACE PARCELC109 130.00 31.20 15.68 13'45'11" N77'29'58"E 31.13 `. . . . . \ c C110 380.00 318.89 169.51 48'04'55" S30'28'34"E 309.62 C111 380.00 171.96 87.48 25'55'42" S67'28'53"E 170.50 `.* * SNOW REMOVAL & \\ rw \ C112 280.00 315.18 176.65 64'29'40" N48"I1'S4"W 298.80 UTILITY EASEMENT 0 JURISDICTIONAL WETLANDS o C10 .. C113 100.00 86.52 46.17 49'34'11" N60'17'34"E 83.84 1200' //v �tq �,y \ 0 C114 500.00 174.02 87.90 19'56'30" N26'06'22"E 173.15 \ C115 185.00 81.21 41.27 25'09'10" S35'20'19"E 80.56 \ -- ---Cgs N C C116 155.00 147.95 80.16 54'41'27" S53'42'42"E 142.40 ---- WATER LINE EASEMENT l7J � ---- SNOW REMOVAL & C117 125.00 111.85 59.98 51'16'10" S55'25'21"E 108.16 _�\ G11� TO CITY OF McCALL - IIUTY EASEMENT �� SEE SHEET 1 - C107 C118 130.00 1.59 0.80 0'42'06" N84'43'36"E 1.59 (PUBLIC) �U�T�4/N - GINNEY WAYc�0 N85'04'39"E_ ___ 60.00'�- - G1Q� / N89 25'�1 w\^� BOULEVgR 70.00' \N ; h f 01.25' DN _- - -- - 300.80 C118 3 cios \ • ' C'09 '�vz .a�` - -c�� v 3 30.24_ _ � 19 ^ \ 80.00' - - - -111.5 - - - C N 0.19 Ac. (V c5 20 � � \ ��oG� \ p2 7 \ _ - -. - - - 10.00' �7 \ Co ociO li - - SNOW REMOVAL & 0>> � ` 0.20 Ac. C�p3 �J \\ UTILITY EASEMENT S _ _ rn 22 \N C� \ `'7�6 ' N81'03'26"w - -n_ 0.21 Ac. \ \�? \ a M _ _ _ _ 40.00 124.45' �.p \\ \ \ M ^ ,n o 17 - _ _ �DR/VE-WA Y& o • S89.48'39"E \ 15 N 0.276Ac. o 0.51 Ac. w UnL/TY EASE•MEA/T _ 0 156.36' \ o Z No 18 3 _� \ a0 03 21 N 23 12.00' \ \ o ao 0.25 Ac. coo ri n \ UTILITY o co o ^ 0.36 Ac. co ^ 0.30 Ac. \ >0 \ EASEMENT o \c' - - - � - �-$ - _ ��3 Z \ SCALE: 1" = 60' 85.08' 12.00' 158.25' '- 28.52' 100.00' 127.50' 195.14' .. , S89'56'39"E UNPLA TTED SECESH ENGINEERING, INC. McCall, Idaho SHEET NO. 5 OF Book /0 Page3of Plats, Inst. ny 300S'00 LICK CREEK MEADOWS SUBDIVISION PHASE 1 Located in the S.Z 1/4 of Section 3, T.18N., R. 3E., BM, CERTIFICATE OF OWNER City of McCall, Valley County, Idaho KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED IS THE OWNER OF THE PROPERTY HEREINAFTER DESCRIBED: A parcel of land located in the southeast 1/4 of Section 3, T 18N., R.3 E., APPROVAL OF THE CITY PLANNING AND ZONING COMISSION APPROVAL OF THE CITY OF McCALL B.M., City of McCall, Valley County, Idaho, more particularly described as; �- ACCEPTED AND APPROVED THIS `DAY OF., , 200, BY THE CITY OF I, THE UNDERSIGNED CITY CLERK IN AND FOR THE CITY OF McCALL, VALLEY COUNTY, IDAHO, COMMENCING at the southeast corner of said Section 3; thence, along the McCALL PLANNING AND ZONING COMMISSION. HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE g DAY south section line of said Section 3, OF betrw.6dr•, 2005, THIS PLAT OF "LICK CREEK MEADOWS SUBDIVISION" WAS DULY ACCEPTED A.) N.8956 39 W., 660.52 feet to the POINT OF BEGINNING; thence, AND APPROVED. 1.) N.89 56 39 W., 1970.94 feet, being the south 1/4 corner of Section 3; thence, departing said section line, C AIRMAN ,4# 2.) N.0021'04"E., 1324.06 feet to the center south 1/16 corner of Section Ah:411 K NA% h1/0‘ 3; thence along the north line of the south half of the southeast 1/4 of CITY CLERK McCALL, IDAHO said Section 3, D¢�w 3.) S.8948'51"E., 1974.08 feet; thence, eit 4.) S.0029'18"W., 1319.60 feet to the POINT OF BEGINNING. APPROVAL OF THE CITY ENGINEER CONTAINING 59.85 Acres, more or less. I, THE UNDERSIGNED CITY ENGINEER IN AND FOR THE CITY OF McCALL, VALLEY COUNTY, SUBJECT TO all Covenants, Rights-of-Way and Easements of Record. IDAHO, HEREBY APPROVE THIS PLAT OF "LICK CREEK MEADOWS SUBDIVISION". CERTIFICATE OF COUNTY SURVEYOR The undersigned does hereby include said land in the Final Plat. Additionally, CITY ENGINEER N McCA , IDAHO //IO/O G I, JOHN RUSSELL, REGISTERED PROFESSIONAL LAND SURVEYOR FOR VALLEY COUNTY IDAHO, DO HEREBY CERTIFY THAT I HAVE CHECKED THI 'T AND THAT IT COMPLIES WITH THE the undersigned does hereby dedicate to the City of McCall as public STATE OF IDAHO CODE RELATING TO PLATS i :a ' . Right-of-Way forever, all roads and road Rights-of-Way depicted on this S� plat. All Open Space lots, which are depicted on this Final Plat, are hereby ��5 ��G1SiE,p ®�`. dedicated to the City of McCall, for the recreation, use, and enjoyment of APPROVAL OF THE PUBLIC WORKS DIRECTOR the public, subject to the General Declaration for Lick Creek Meadows a \°►� •' ' ;!� tr O_ 444. Subdivision and any Supplemental Declarations. I, THE UNDERSIGNED PUBLIC WORKS DIRECTOR IN AND FOR THE CITY OF McCALL, VIAL L 4./ •U`VEYOR VALLEY COUNTY, IDAHO, HEREBY APPROVE THIS PLAT OF "LICK CREEK MEADOWS SUBDIVISION". ®, (IF By: RUS SCOTT FINDLAY, Ow A �1 � -l_'__ •.\ st4. (-► 3-alp PUBLIC WORK /RECTO' McCALL, IDAHO CERTIFICATE OF SURVEYOR ,, RALPH MILLER, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR IN THE ACKNOWLEDGMENT STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED HEREON, AND IS IN STATE OF IDAHO 1S S CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. COUNTY OF��� j f a2 * rg_ LAND ON THIS /tJ DAY OF ell• ,2005, BEFORE ME, THE UNDERS/GNED, A NOTARY RALPH M/LEER PUBLIC IN AND FOR SAID TATE, PERSONALLY APPEARED SCOTT FINDLAY, KNOWN TO ME ,p��031d 3s 5 2$ �I TO BE THE PERSONS WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEGED TO ME /P/ �� IDAHO NO. 8577 a THAT THEY EXECUTED THE SAME. /g►/1/0 3E03 P � V �o�O IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL 9T it- THE DAY AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. "Q �O ,q�pH e OF _ CNN MY COMMISSION EXPIRES n, pZ Q 02 1 0 ,tY c4 IC�CJdi- �� NOTARY PJJBLIC FOR THE V TE OF IDAHO 47 *SCARP RESIDING AT e� �7 „ Q..hIT'� owe" 4. CERTIFICATE OF COUNTY TREASURER 0 1, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF VALLEY, STATE OF 'ire of��, IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND/OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. DATE /S anb ded.ilee/MAJ COUNTY TREAS ER SECESH ENGINEERING, INC. McCall, Idaho SHEET NO. 6 OF 6