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HomeMy WebLinkAboutPlat Map27 26 3,;F35 N OILS I. BUILDING iETBACKs SHALL- COMPLY WITH THE APPLICABLE ZW"NG REGULATIONS IN EFFECT AT THE TU1E OF RESUBDIVa". 2. ANY RESUBDIVISK)N OF TI4S PLAT SHALL COMPLY WITH THE APPLICABLE 20N04 REGULATIONS Mi EFFECT AT THE TAX OF RESUBDIVISON• ` 3. ALL LOTS ARE HERE' BY DESIGNATED AS HAVING A PERAANENT PUBLIC UTILITIES, DRAINAGE, IRRIGATION AND CITY OF CALDWELL STREET LIGHT EASEMENT OVER THE TEN (0) FEET ADJACENT TO ANY STREET THAT 6 DEDICATED TO THE USE OF THE PUBLIC. THE EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD -SURFACED DRIVEWAYS TO EACH LOT. I ' , 4. SUBDIVIDER WILL COMPLY WITH THE DISCLOSURE REOUIREAEHTS OF SECTION 31-3805 OF THE IDAHO CODE. 5. A TEN (10) FOOT PUBLIC UTILITIES, DRAINAGE AND IRRIGATION EASEMENT IS LOCATED ALONG THE EXTERIOR BOUNDARY LINES. 6. ALL INTERIOR LOT LINES HAVE A TEN (10) FOOT PUBLIC UTILITIES, DRAINAGE AND IRRIGATION EASEMENT LYING FIVE (5) FEET ON EITHER SIDE OF SAID LOT LINES. 7. VEHICULAR ACCESS ONTO INDIANA AVENUE FROA LOTS I i 2. BLOCK I AND LOTS I A 2• BLOCK 3, SHALL BE PROHIBITED UNLESS SPECIFICALLY APPROVED BY THE CITY OF CALDWELL. B. LOTS 12 OF BLOCK I, LOT I OF BLOCK 2 AND LOT 13 OF BLOCK 3 ARE HEREBY DESIGNATED AS COAAON AREAS AND ARE TO BE OWNED AND AAINTAINED BY THE HOMEOWNERS ASSOCIATION, 9. LOT 12 OF BLOCK I, LOT I OF BLOCK 2 AND LOT 13 OF BLOCK 3 ARE HEREBY DESIGNATED AS A PUBLIC UTILITIES, DRAINAGE AND IRRIGATION EASEMENT S B9 50'57" E 1323.87 CHERRY STREET RAI.'I U MUVt`l,Hll`i PHASE I PLAT OF GLENN MEADOW ESTATES SUBDIVISION A RESUBDIVISION OF A PORTIONOF BLOCK 0 AND V, MOUNTAIN VIEW SUBDIVISION, LYING IN LEGEJ,�D THE NW 1^ SECTION 35l L4N., R.3W.1 &M., - - BOUNDARY LINE CALDWELL, CANYON COUNTY, IDAHO - CENTER LINE 1997 .0 < C)ca A - - - - - - - - ENT 40 20 0 40 80 120 2 9 FOUND BRASS CAP 19 FOUND ALUMINUM -= N cn ; SCALE IN FEET - 0 SET 5/8' x 30' IRON PIN W/CAP SCALE: 1' - Q' :3 • SET ' 1 2' x 24IRON PIN W GIP / / CURVE DATA "? � I-- 0 CALCULATED POINT, NOT SET _ C, o o , m -� GEORGIA AVENUE �I ^_ S 89.50'37• E 30.00, _ _ S 89.50'57' E _376.981 7 79.85' 62.01' 60.00+ - 60.07' 60.04' S2.0I' 7:21, A•r.-toE NOTE 5I�.,� I 2 l y s 01 I� $I5 11o0?- 33' I LS 89.50'20• E �y \\ \so, NI I CSEEEr50ATE 3 wl I N 34.24-44• E I � j" J m m 7-- �\ \SD ul o9a �� C_Ig \ 60.00' 3a.00' C-t7 <� �a/ /� 7 w Iry \ S 89450,20, E 94.00_ ^ < I I3 Z C-2 c\ S e9.50'20' E J w - 4� 1 G� GLENN 11>Y C' '� l / ry° ,�► 47.00' 47.00' 62.52' I C m Cr - - - - - _-- C` N 49 51'34' E I N �� tlti'SO'20' E J SEE MOTE 6 I p C IJRVE RADIUS LENGTH CHORD BEARING DELTA C-I C-2 20.00' 28.00' 31.31' ' 3b.96' 28.21' 34.34' N 45.18'S I' E S 52.01121- E B9.41'38• 7'5.37'57' C-3 76.29' 24.33' 24.23' S 21.19'34' E 18.16'35' C-4 76.29' 30.31' 30.11' S 41'50'45- E 22.45'48- C-5 76.29, 28,28' 28.12' S 63'50'51' E 21'14'24' C-6 76.29' 20.47' 20.40' S 82.09' 11' E 6 *222' 17' C-7 22.00' 43.97' 43,73' N 79'S0'O' E4'39'00' _ C-8 122.00' 42.93' 42.7--I'-N 59.25'47' E !20.09'45' C-9 122.00' 48.77' 48.44' S 37.53'51' W 22.54'08• C-10 30.00' 32.45' 30.89, S SB'S1'28' W 6 '58'37- C-II 80.00' 24.68' 24.58' N_34.45'18• E 17.40'38' C- 12 75.00' 83.40' 79.17' S 58'18'1d' 63.42'53' C-13 28.00' 43.98' 39.60' S 44.50'20' E 90,00,003 C-14 65.50' 24.56' 24.42' N 10.34'58- W F29'I6- _ C-f5 _ C-I6 65.50' 65.50' 30 Al 31.24' 30.14' 30.94' N 34.37'40- W_, N 61'35'30- W 16'36'09- 27.19131• C-17 65.50' 16.67' 6.63' N 82'32'48' W 14.35'04' C-18 65.50' 28.93' 28.70' S 77.30'26' W 5618,29, C-19 65.511 -T W0.46' 30.19, S 51.31,51, W �.6.3.8'41' C-20 65.50' 6.83' 6.83' S 35.13'12• W 05458'37• C-21 28.00' 28.31' 27.12' S 61.11'47• W 5 55'47• C-22 20.00' 31.52' 28.36' N 44*41'09• W '18'22• C-23 28.00' 31.88' 30.19' N 00.23'9• V O5.14'254 C-24 28.00' 28.31P---'!-27.j2' S 61.11'47' W 5 '55'47- 77 C-25 C-2643.98' 28.00' 43.98' 39.60' 39.60' N 44.5, 20• W N 45.09'408 E q.)�000,00- 9 'x100' C-27 29.29' 39.69' 36.72' S 51.00'48' E''39'04` C-2d 79.50' 28.89' 26.73' S 22'35'54' 5 0.491t5' C-29 56A00' 75.89, 70.22' N 51.00'48' W 77-39-04' [-30 SG OU' 31.37' 3-T 30.96' 1 S 73.47 32% C W'05'36- C-3t 5b 00' 44.53' ---- r-----' C-32 79' 71,54' a3 3b' S 34 •58'04• E 4 '33'27• -0 E ---- 66.t9' S 51'UO'48' c 77-39'04� 45.50' 43.58' N 6t°11'47' E S7'S5'47• C-34"; 70.69' 63.64' S 44 •50'20' E 9i?'00'00' C-35 IO9.54' 103.98' C-3L�' C-36 S9.a4' S6.59' N 57.24'2B' E 61'S5'22' C 37 r- S. 6' S S 58. 8'14• W 6'�•42'S3' N 89'15'55 E AI 47 31• N' -�'a may, -12 5,- 44,41'341 C '46./ s_e9•so'2D• E �_� / N I L� m N ` - - - - _ S 89 °50'20' E 255.00' / t 72.44' -r� w 1 N 89.50'20' W- _- 75.00 I 71 82 - 54.70' ALDER STREET !�,\ - - - - - N - C� \ PutlLIC IJ TILIIIE O o o• O �• ESA'T. �- - - - /- - - -- - i0' CSA'T. I 1 'Jp P J n\ DQAwAcx Ain I I p Q I I I. . I 1 ! '' �ulA- 9 + LLL NUI[ L WF MOTs S / G' k14GI.IKw fSA'T. m m Q o I I N I N w .� tN kkLAT" ESA'l �� -24.31'-�`�� 1 $ N s I a l ° Ai to i° 12 ,/ G.)a \ \ Z I SEEENOTf 3 / SAIT./ry'O \ \ SU NOTE 3 �I I o O%--� (�� O `� ---V� L-----� L------� n 43.97' // 47.00' a a3.82' 60.00' 59.0' Div D( t / � , / CQ � � 89'S0'20' E w air Of Cu.DWELL N � N ) 1 STREET L14HT ESA'T . h/ 0 T_ . .' O N I -Y 135.97' _ 211.42' /\ R - - - o• I °^" Z S 89'50'20' E / / 4 \ • S 89'50'20- 347.39' Z _S .Db' _ J /! �Ag ALDER DRTYE . r C _ � m ►i/ /1p4� 1 jr,w ESA•T of o o NOTE c SEE '• o Igo 2 u �l � oI pN s oI 00 =1 3_00' --?J L------J 62.17' --64_25' -N 89.50'20' W- ALDER STREET �1,,s`i• 3h u�~ � �T - -^, 0 y 1 C-36 -6 f 1-----J 31.11' / 5L33' 51.33, 5L33' SL33' 51.33' -- --I u, E5133' rC.---1 i0 SA'T.-w r ----� w ---- - 9w T----- W I-----u f----1 -- B.31' SEE NOTE 3 W `a¢ I a 4 01 Y 5 01 Ip g 01 �� 01 8 01 D 01 IT 10 0l - r 11 0 0l of ° of 7 of a' EsA'r of of ° ° =1 0' ESA T ZI pl SEE NOTE o ''',IIIIL-----�J OI pl of pl ZI L----J L1SEE MOTES) -_-- -J L.----J L_----J I L-- 51.33' 51.33' 1 51.33' 51.33, 51.33' 1 51.33' 51.33' 51.33 ---v- � `N 89'50'2041 d ''- - e- - r - I " IMr1AL PO//VT 4 SET BRASS CAP GW 6 i x 24 ^CWC Tr,KCT c S 89.50'20' E - 30.00' - - - S 89'49'43' E BEECH STREET Y in m � NOTES p� p GRAVITY IRRIGATION WILL BE PROVIDED TO EACH LOT EXCEPT THE RV PARKING AREAS, LOT t2• BLOCK I, z AND LOT 13, BLOCK 3 AS PER APPROVED RECORDED PLAN ACCEPTED BY PIONEER IRRIGATION DISTRICT. 1672-PLT 07-16-97 09:45:3 181 632.C6� 0 9 9• �j� C-7 � a's.9o• �•m n of r0 81 12 NIPr< N i --_J �.-.-_----�J 62.00. an no. K a pCl a C/L ALDER STREET � C-37 8 N TRACT "'Ai" HuiiidTAiN viEW SUBDi vi`s:iON SHADED AREA IS DiE54[ATED AS A TfAPORARY TURN AROUO EASEAEHT AND REVERTS TO TIC OWNERS OF LOTS 11, I2 AAO L7, BLO" 3 AFTER COAPL.ETION OF ALDER DR1vE. '-30' ACCESS EASEMENT �GEORGIA AVENUE •TEALEY'S LAND® SURVEYING 109 S. 4th ST. 0 0 BOISE, IDAHO 20&-385-Od36 Project No. 1672 Sheet 1 of 2 3 ALDER STREET 1672-PLT 07-16-97 09: 45:3 TRI 27 26 3 35 z W Y = I m Q o m ZI m 0 I� ti NOTE I, BUILDING SETBACKS SHALL COMPLY WITH THE APPLICABLE 20NINC REGULATIONS IN EFFECT AT THE TIME OF RESUBDIVISION. 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE 20NING REGULATIONS IN EFFECT AT THE TIRE OF RESUBDIVISION. 3. ALL LOTS ARE HERE BY DESIGNATED AS HAVING A PERMANENT PUBLIC UTILITIES, DRAINAGE, IRRIGATION AND CITY OF CALDWELL STREET LIGHT EASEMENT OVER THE TEN (10) FEET ADJACENT TO ANY STREET THAT IS DEDICATED TO THE USE OF THE PUBLIC. THE EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD -SURFACED DRIVEWAYS TO EACH LOT. 4. SUBDIVIDER WILL COMPLY WITH THE DISCLOSURE REQUIREMENTS OF SECTION 31-3805 OF THE IDAHO CODE. 5. A TEN (10) FOOT PUBLIC UTILITIES, DRAINAGE AND IRRIGATION EASEMENT IS LOCATED ALONG THE EXTERIOR BOUNDARY LINES. 6. ALL INTERIOR LOT LINES HAVE A TEN (10) FOOT PUBLIC UTILITIES, DRAINAGE AND IRRIGATION EASEMENT LYING FIVE (5) FEET ON EITHER SIDE OF SAID LOT LINES. 7. VEHICULAR ACCESS ONTO INDIANA AVENUE FROM LOTS I AI 2, BLOCK I AND LOTS 16 2, BLOCK 3, SHALL BE PROHIBITED UNLESS SPECIFICALLY APPROVED BY THE CITY OF CALDWELL. 8. LOTS 12 OF BLOCK I, LOT I OF BLOCK 2 AND LOT 13 OF BLOCK 3 ARE HEREBY DESIGNATED AS COMMON AREAS AND ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 9. LOT 12 OF BLOCK J, LOT 1 OF BLOCK 2 AND LOT 13 OF BLOCK 3 ARE HEREBY DES04ATED AS A PUBLIC UTILITIES, DRAINAGE AND IRRIGATION EASEMENT FLAT OF GLENN MEADOW ESTATES SUBDIVISION A RESUBDIVISION, OF A PORTION OF BLOCK 0 AND V, FOUNTAIN VIEW SUBDIVISION, LEGEND I LYING IN THE NW 1/4, SECTION 35, T.l R.A., B.M., - - BOUNDARY UNE CALDWELL, CANYON COUNTY, IDAHO -r- - CENTER LINE 1997 - - - - - EASEMENT FOUND BRASS CAA 40 20 0 40 80 120 A `9 FOUND ALUMINUM SCALE IN FEET r • SET 51 x 30" IRON PIN W/CAP SCALE: 1' = 40' SET 1/2' x 240 IRON PIN W/CAP CURVE DATA i CALCULATED POINT, NOT SET S 89'1 E 1323.87' - - CHERRY STREET „T GEORGIA AVENUE TRACT H.-,U A!! PHASE 1 ti S 89.50,57, E 10' 3000 N. S 89°50'S7" E _ _376.98' _ 62.01' 6p,p0.71,0zy 60.07'� _ 10 3R);0= /� o I- - - - - - -I r- - - - - - -1 r 60.Oa' 39 52.01' T !` ' YI a 3 3 ESM'T ;--.-._.-� r,--_--1 IQ I ! �, IE NOTE 5U, 112o�Im3m�Ym_O y of IIn $ 0l5 I to h o I.r'o 1- 8902o'E`�_'n \ . �'i of !`° Wq7 0l(o�% I lo" s of 33' \ - �,� \ gyp;-- -ol- 1 10' ESM'r. of N 34.24'44' E I o JN� m \ y �� \t�� N SEE NOTE'3 to Vf 9. IA I m \\ '\\co3l C-IB 60.00' 34.00, C-17 h°j/ 7 I N m 1k� 94\ \i✓ ��\q in C.76�Y� rhyh I 10 I W I wNZ \ \/ G 9 S 89.50'20• E 94.00' o� <' I I3 C-2¢� G-� '-;- GL� \? WpY \ C. \ S 89.50'20' E I I. / , �- - - -J N Cr-) c'✓ )r .. _/GN a7.00' 4T.CO' 62 52'- m�NIBsr I © o ii-� I01 tiR b• / V; o(0 b - i _ m v I 10' ESM'T. 1' c 17' 20.5' I a I S 89,50,200 E • N I �,;- SEE NOTE 6 I O m S 89•50'20• E 30 LC m N L------J T 72.44' • 1 t N 89.50'20• W- \ C 0- - --75.00,- On f 71.6-2- - 60.00' 2 \ PUBLIC UTILITIE,' ' N I L •• 9 \� n DRAINAGE AND O O 01 O 10' ESM'T. 3 �10'- - - IRRIGATION ESM'T. 1 I IN O m SEE NOTE 6 0 SEE ENOTE •5 3 24.31' C Uil G j----� \ o 1 10 • o �p \ \ Z 1 10'-ESM'T- SEE NOTE 3 �'"� V ` 10?ESM'T. OI I O I Ob (V I d 1 - - _ - L �- ryO C SEE NOTE 3 O Ol I ��\ �'� �� 43.97, �47.00, - - ` o C` 0 43.82' 60.00 N I 1 \ `� CITY OF CALDWELL h L O�UN I I, ���� A 2 STREET LIGHT ESM'T.LIN 5.971 211.421 Z� Is 89.50'20' E / / i \ ~ S 89.50'20' oI_ Z" LI_5I96-'� 347.39, 33 �p>j�E .�j�^C s ALDER DRNE m 0 Q 1% �^ 1�h i C-6 31.11, 51.33' 51.33' Si.27. S1.33' I�w W 2`h'r i1? ---W r�' ESA'T 1 f ----1 r - -I r----- 51.33 0 �... © :�- �o SEE NOTES W W JW � I------1 oIW� o �/ \ SEEorEe a� I� Z�oBof I zo 01 Zi7 of I,�G�'{+ of Z!/ W! I I n low 2 o`rl w / Cv Im 4 0'1 1L 5 I'l I"-� 6 aI In 1'zlG YI I^ Z��G •r 8 rl 1 00 1 3 0� I16 o � 0 oI 14 7 0I I� 8 o1 10 a om lf� • o of Io 2((i of I`D o1 I'D v 9 oI O 01 1�- D' ENM'T, 01 1.p 1 3.00, '. O P1I ! / -y ZI :" OI I O O ! SEE NOTE 6 O O Z Z Z1 I 5EEES TNOTE 5 ZI ZI '.II ZI I O� 62.17'_ 64.25' ti _ _51.33' _ _5133' _51.333, - 5133� 3' _ 51,33'- � N L_ 51.33, J �89.°50'20" - I _ /N177AL POINT 632.06~ SET BRASS CAP OV 6 'AOx 24 CO/✓C. S 89.50'20' E r Ai i y 30.00' - S 89.49'43' E -� - - - - - _ - 1324.19' m Y BEECH STREET h O NOTES N ,0 o� o GRAVITY IRRIGATION WILL BE PROVIDED TO EACH LOT EXCEPT THE RV PARKING AREAS, LOT 12, BLOCK I, Z AND LOT 13, 81-OCK 3 AS PER APPROVED RECORDED PLAN ACCEPTED BY PIONEER IRRIGATION DISTRICT. CURVE RADIUS LENGTH CHORD BEARING D LTA C-1 C-2 20.00, 28.00' 31.3P 36.96 28.21' 1 N 45•I6'51' E 34.34' S 52.01'21' E 89141'38' '587 C-3 76.29' 24.33' 24.23' S 21.19'34' E 18!16'35 C-4 76.29' 303v 275.37 `' C-5 76.29' 28.28' 28.12' S 63.50'S1' E 21.14'24' C-6 76.29' 20.47' 20.40' S 82409'II' E 15.22'17' C-7 122.00' 4397 43.73' 115 7.5'10' E 20.39'00' C-8 122.00, 4YU 42.7P 99 5047• E 20.09'45• C-9 122.00, 48.77' 48.44' S 37.531511 W 22.54'08' C-10 30.00' 32.45' 30.89' S 58.51'28' W 61.58137• C-II 80.00' 24.68' 24.58' N 34.45' 18' E 17.40' 8' C-12 75.00' 83.40' 79_17' S 58.18'14' W 63.42' 3' C-13 28.00' 43.98' 39,60' S 44.50'20' E 90000�10' ` H GO L4.76' -4.A d' N IU']•1'70. W GCdN'If C-15 65.50' 30.4P 30.14' N 34.37'40' W 26. "1 "'1 C-16 65.50, 31.24' 30.94' N 61'3'30• 27.93 1' C-17 65.50' 16.67' 16.63' 8W N 82.4W 14.35'04' C-18 65.50' 28.93, 28.70' 1 S 77.30'26' W 25.18'29' C-19 65.50' 00.46' 30.19' S 51i_31'S1• W 26.36'41' C-20 65.50' 6.83' 6.83' S 35.13'12' W OS•58'37' C-21 28.00' 28.31' 27.12' S 61.11'47' W 57.55'47• C-22 20.00' 31.52' 28.36' N 44.4I'09' W 90.18' 2• C-23 28.00, 31.B.8' 30.19' 0'19• W 65.14 800 8C-24 S 6. 7.551' 47S0 C-25 28.00' 43 98' 39.60' N 44.50'20' W 90.001004 C-26 28.00' <3 98' 39.60' N 45.09'40' E 90'00' 0' C-27 29.29' 9 69' 36.72' S 51.00'48' E _ 77139104• C-28 79 SC?' 8.89' C-29 56 00� 5 89, C-30 So 00-T-31,37' C-32 52 79' 1.54' C 33 4500' aa50' C 34 �45 00_ -i J h9-L C 37 65 C-36 T30.0c 4728' 28.73' 70.22' 30.96' 43.36' 66.19' 43.58' 6 .64' S 22035'54' E 20 49 15' N 51•00 48' 7'39 OV S 73.47'32' E i 32'OS '36' S 3a•58'00• E 45.33'27• S 51 000'48' E 77 `39.'pA' N 61•II'47' E 57.55'47' S 44.50 20 E 90. 0100! S 58�18 14•-V 63'42'S3' N 57.24 28' E 1 61.55422' N 89'15 55• E 1 01.47'31' S 44•a1'34' E I 90.17'31' 5E.54 -( S 16' 42.53' S 89 °50'20" E 59.10' ' O IT 11 0. I L of w 51.33' ?/za WI I� �I 10 �~ 01 l 1 L------I 51.33' 255.00 , 81.20' 54.70' - PUBLIC UTILITIES, DRAINAGE AND N IRRIGATION ESM'T. 12 N 13 i cl -N 89.50'20' W- UN ER STREET Z! y �0 ri y OF t E Tv I z 1 Z- f v T --- - co , IP 12 w �; 1� 62.00' Ax� m C/L ALDER STREET qC-36 o C-37 0 N I i�l A."T 7AI . SHADED AREA 13 DESIGNATED AS A TEMPORARY TURN AROUND EASEAENT AND REVERTS TO THE OWNERS OF LOTS 11, 12 AND 13. BLOCK 3 AFTER COAPLETION OF ALDER DRIVE. tD N .L t., r C0 �30' ACCESS EASEMENT II GEORGIA AVENUE TEALEY'S LAND SURVEYING 109 S. 4th ST. is BOISQ IDAHO 2OB-385-0638 Project No. 1672 Sheet 1 of 2 DER STREET 27 26 3 35 2 wl m � N N � o m ZI m 0 I� On NOTE I. BUILDING SETBACKS SHALL COMPLY WITH THE APPLICABLE 70NING REGULATIONS IN EFFECT AT THE TIME OF RESUBDIVISION. 2. ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH TH6 APPLICABLE ZONING REGULATIONS IN EFFEC ; AT THE TIME OF RESUBDIVISION. 3. ALL LOTS ARE HERE BY DESIGNATED AS HAVING A PERMANENT PUBLIC UTILITIES, DRAINAGE, IRRIGATION AND CITY OF CALDWELL STREET LIGHT EASEMENT OVER THE TEN (10) FEET ADJACENT TO ANY STREET THAT IS DEDICATED TO THE USE OF THE PUBLIC. THE EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTIO1 OF HARD -SURFACED DRIVEWAYS TO EACH LOT. 4. SUBDIVIDER WILL COMPLY WITH THE DISCLOSURE REQUIREMENTS OF SECTION 31-3805 OF THE IDAHO CODE. 5. A TEN (10) FOOT PUBLIC UTILITIES, DRAINAGE AND IRRIGATION EASEMENT IS LOCATED ALONG THE EXTERIOR BOUNDARY LINES. 6. ALL INTERIOR LOT LINES HAVE A TEN (10) FOOT PUBLIC UTILITIES, DRAINAGE AND IRRIGATION EASEMENT LYING FIVE (5) FEET ON EITHER SIDE OF SAID LOT LINES. 7. VEHICULAR ACCESS ONTO INDIANA AVENUE FROM LOTS I & 2, BLOCK I AND LOTS 16 2, BLOCK 3, SHALL BE PROHIBITED UNLESS SPECIFICALLY APPROVED BY THE CITY OF CALDWELL. B. LOTS 12 OF BLOCK I, LOT I OF BLOCK 2 AND LOT 13 OF BLOCK 3 ARE HEREBY DESIGNATED AS COMMON . AREAS AND ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 9. LOT 12 OF BLOCK 1, LOT I OF BLOCK 2 AND LOT 13 OF BLOCK 3 ARE HEREBY DESIGNATED AS A PUBLIC UTILITIES, DRAINAGE AND IRRIGATION EASEMENT S 89'5() 57" E 1323.87' CHERRY STREET 10:1. TRACT i. h1 . ..E.. PNA:.._ I S 89.50'57` E 30.00' S 893 a50'57a E 79' _- I N 6yp0_ -1__ 0.0 3--------- ----I r---- a�0toalo7r as0 �a3 l f I cc) oN 1 'S0'20' E mil\ \p�s0 ✓ 01 o1 10' Esa'r. of J SEE NOTE 34n no, NI \' GLENN MEADOW ESTATES SUBDIVIS' A RESUBDIVISION OF A PORTION OF BLOCK 0 AND V, MOUNTAIN VIEW SUBDIVISION, LEGEND LYING IN THE NW 1/4, SECTION M, 1AN., R.R., B.M., -- - - BOUNDARY LINE CALDWELL, CANYON COUNTY, IDAHO - CENTER LINE 1997 DO C, " - - - - - - - - EASEMENT < a `3 9 FOUND BRASS CAP 40 20 0 40 80 120 o c r- FOUND ALUMINUM z z ` Z:� co a • SET 5/8" x 30" IRON PIN W/CAP SCALF IN FEET ----seALE: 1" = 40' 0 o • SET 1/2" x 24" IRON PIN W/CAP CURVE DATA :I rn ­4 -' ITT 13 CALCULATED POINT, NOT SET fV GEORGIA AVENUE _ 376.98' r -60.07' 60.04' s 52.01' rSEEENOTE �S � ; ----� r----, I� ✓v I Im ✓ Ip� v?A I� 5 1 lor' of Iv I to c71o9 6av A)lo° A I �It3 N 3In 4 • 4'44' E 1. A' �/ J I O1 L _ _n.o1 _ J I \� / Gcc�� 0 I'LnNCD 60 I E o S9 \ \ �✓ / \4j N C•76 I� / /hy V Io I w Z L S 89.50'20' E 94.00' NC-i I 13 Ioy C-20 G'9'� �- - - C` \ S 89.50'20' EJ a _ I 1 1 GLENN WAY c� s N 1,0 ( `/ 0� \"Ty 47.00' 47.00' N c,\Glr-aN Wd ul--_---- C. - - 0 �s (h `� 32.16' C� a � b 0 Cr I�AJ w 'Y b' / In '_� I 10' ESM'T. � I O 17' , • S 89.50'20' E C 3 N 1 3^ 1 SEE NOTE 6 I o T 72.44' -��0 0 1 Lv N 89.50'20' W- J \ 75.00' - v C. PUBLIC UTILITIES, r ?9 N� \ ) DRAINAGE AND a I nt S -47 i a I ' \ O IRRIGATION ESM'T. m \ 24.31' C, O wI C----� a \-34 J S HILL 3 . / �v a \ � IO' ESM'T CP SEE NOTE -3 / ---� - O A 1 �l \ c` 43.97' 47.00' o w N • CO I C. CITY OF CALDWELL STREET LIGHT ESM'T. MO . , e KI7. - OI\`�2 Z I IS / `9 135.97' o O1. I_- 89.50'20' E / \ S 89.50'20' dC y { k\pdw I O w= i p �"10' ESM'T. 0O O w 2 .P SEE NOTE 6 ( 01 `� I ✓ o'^I 3 0l 3-0 0 ,--�J L-----J J 62.17' --644.25' g �Jf� SET BRASS N. In S 89'50'20' E 30.00, m UU N � X - - 62.52' - ] N N 49'51'34' E I N Ti 18.57' O � I v7�(5 ✓ � PIS G(e SIN S 89. 0'20' E` I L 3I 'a SEENOTE6 I \ �I `_IO)EC NOTE \\\' SEE NOTE 3 _I 43.82' )v - 60.00' f �10' ESM'T. 31 SEE NOTE 5 N O II a(09 01I1 60.00' 211.42' 347.39' ALDER DRIVE CURVE RADIUS LENGTH CHORD BEARING PELT C-I 20.00' 31.31' 28.21' N 45'18'S1` E 89'41t38' C-2 28.00' 36.96' 34.34' S 52.01'21' E 75037'57' C-3 76.29' 24.33' 24.231 24.23' 1.519'34' E IB • 16'350 7766..2299'' .30.31' S 410458 E 22.45'484 CC--54 VA OR. . 2811' 12' S 63.50'51' E 21'14'244 C-6 76.29' 20.47' 20.40' S 82.09' 11' E 15.22' I7' C-7 122.00' _ 43.97' 43.73' N 79.50'10' E 20.39'00' C-8 22.00' 42.93' 42.7P N 59.25'47' E 20.09'45' C-9 122.00' 48.77' 48.44' S 37053'S1• W 22-CA 'OB" C-10 30.00, 32.45' 30.89 S 58.51'28' W 6..58'37" C-II 80.00, 24.68' 24.58' N 34°45'18" E 17.40'38. C-12 75.00' 83.40' 79.17' S 58.18'14• W 63.42'53' C-13 28.00' 43.98' 39.60' S 44.50'20' E 90.00,00• C-14 65.50' 24.56' 24.42' N 10.34'58• W 21.29'16' C-15 65.50' 30.41' 30.14' N 34.37'40• W 26`36'09' C-I6 65.50' 31.24' 30.94 N bl•35'30. W 27.19'31' C-17 65.50' 16.67' 16.63' N 62.32'48• W 14.35'04" C-18 65.50. 28.93' 28.70' S 77.30'26' W 25.18'29• C-19 65,50. 30.46' 30.19' S 51.31'S1' W 26.38'41' C-20 65.50' 6.83' 6.83' S 35.13' 12' W 05.58'37" C-21 28.00' 28.31' 1 27.12' 1 S 61•II'47• W 1 57.55-47• C-22 20.00. 31.52' 28.36' N 44.41'09W 90.18122• C-23 28.00' 31.88' 30.19' N 00.23'19: W 65.14'25' C-24 28.00' 28.31' 1 27.12' S 61•II'47• W 57.55'47' C-25 28.00' 43.98' 39.60' 1 N 44.50'20' W 90.00'00' C-26 28.00' 43.98' 39.60' N 45.09'40' E 90.00'00' C-27 C-2to 29.29' 79.5u' 39.69' 2n.C9' 36.72' 2o.73 S 51.11! E S 22.55'S4" E 77.39'04' 2U'49'15' C-29 56.00' 75.89' 1 70.22' 1 N 51.00'4B' W 77.39'04' C-30 56.00' 31.37' 30.96' S 73.47'32• E 32.05'36' C-31 56.00' 44.53' 43.36' S 34.58'00' E 45.33'27" C-32 52.79' 71.54' 66.19' S 51.00'48• E 77.39'04" C-33 45.00' 45.50' 43.58' N 61•II'47• E 57.55'47' C-34 45.00' 70.69' 63.64' S 44.50'20' E 90.00'00' C-35 98.50' 109.54' 103.98' S 58' 18' 14' W 63.42'S3' C_36 55.00, 59.44, S6.59' N 57.24'28• E 61.55'22' C-37 165.00' 1 5.16' 5.16' N 89.15'55' E 1 01.47-31' C-38 30.00' 1 47.28' 42.53' S 44.41'34` E 1 90.17'31' S 89.50'20a E 255.00' 59.10, 81.20' / \\ 54.70' - - - - ; PUBLIC UTILITIES. IO 1 DRAINAGE AND N OV I O IRRIGATION ESM'T./ /C 11 01 12 v 59:10' GtjS^n; c / �0��� S 89 50'20• E 1 .6'T e0. C_6-31.11' S- 1.3-3' 13-3'- S1.33' 1 -- I- o� � -ZTS-S 'T S99 NOTE 3 W1 f w1 W Ia1-1.-M 510in o",© I � 1�0 4Pf o o1 7 0 Ln g,m o 10�I Ip 11 oI I0 01 I� ' O 10 E pf I � 1 0' ESM'T. I l I OI Z�I - Z ---------JL-JZ - L_ JL I ---- ZL I JL I 51l.33' 51.33'- 51.33' S1.33' 51.33' - 51.33' 51.33' -C- -- 51.33' NI AQ9cm1.3nu� ,I - - S 89'49'43" E NOTES V.7G.vQ Cr 9- U,, E/-iwN . Jz / w'z/m w I q� 'ems/a N 0 of i^ 12 IP I 1P w Z I Olm -I L - - - - - NJ 62.00' - - 3 0 ' -N 89.50'20' W STREET C/L ALDER STREET C_36 C-37 0 N N r'A(J SHADED AREA IS DESIGNATED AS A TEA TURN AROUND EASEMENT AND REVERTS OWNERS OF LOTS II, 12 AND 13, BLOCK COMPLETION OF ALDER DRIVE. .<AiT ,T`, -.. 'I�30' ACCESS EASEMENT II GEORGIA 1324.19' _ BEECH SLEET TEALEY'S LAND SURV i 109 S. 4th ST. • - _ 208-385-0636 Project No. 1672 She.