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PZ - Pre-platDIAMOND RIDGE ESTATES SUBDIVISION J"�N 89'50'28" E 1,22.5T-160' l I� san J4 T Lwi NAS 100" 756.12' \alb 1 NI ! 2 4 s ami AIMe.'n o m A�o.'ry o• F. s 1 M td, x 9F 194.86' { 0120 SF. .508 A. �� \5 � EP 135.34EP S rm 50' I m 175.54' 120.00' 120.00' 73 b6 240.21?•ita S = 27AL SF. 3 � 27.3M 9F. a Y/r107 SF. { ti6e m 31J M SF. oAn A0. 0.M5 Aa « O.MS ft Cl 0.732 ft o 53.5a 06.00 08.00' 841 { 109.56' a.ao' _ 4a.41 77.647 9F. I.7M Ae 0202' 102.50' 9900' - - 183.91' eb WS E ry i3 247.54' - _ 450.00' Plla!l6EY LAW /qS DARC Y •m CT B .ze - m o 53.5a 06.00 08.00' lOO.Otl 109.56' 08.44 _ 4a.41 30.73' 734.31' I ao 16 11 is 1{ /1 W 6A. " 3 •212 la. E5 '^ 90dM F.BE 24.724 20.5M 0 F. 20370 046' 0 a Ip 26.89176.01' �� 8F. N 4616 = I 0� Aa ft BAN tlo. Aa 0.5764 ft /la 28.642 SIR { 51.83' ^' s. qd /IACs., m I o 23 -VO 5F 8337 ft _ 22Z F. 273.87' { o ■ B'11115 Ac 62476 SF. Z1 Y0> 0 ,J 27.78' INP n IJ6.01' « m 56.00' m 12 zy '_" 27,677 8R® O• 0.640 Ae 62.14' 316 0 M 18,977 SF. 18.245 SR 2%A g ^ s '^• ,wu Aa 15.7,3' 3 22075' 102.00' 108.00' 106.00' 108.00' 109.56' Byg4� 1Z7.y' _ ��1ZG2 . ]2,1 50' 156.01' 100.01' 100.01' 100.18' 120.47' 112.59 201.93' 98.57 N 90'00'00" W 607.18' 30.52' 186.10' 110.02 110.02' 9.53' 77,9. 12.11' 7 { 3 Nl { m 38A23 A. 47{5 A1C 0.686 ft 03M Aa S DAY! A0. S iro 61374SF. '1{ 17 N 27AM SF. Nlm. 79; Q N UK 6 860 N 24.2553F. 2 0.557 ft um+BE 0399 A6 0" A. „ 06.20• 36,570 BF 1368tl m 'la�.3724 �' 6- ... E I�. LDS CHURCH _^e SUBDIVISION BOUNOAID' EX-WATERMNE 183.91' 92.38' 112.59' BJA16 A6 < S�. N w WS E umm 230.01' _ Rm 311.20' 184 74' umma er. R bb o - - - - - GRAVITY IRRIGATION ACNE B .ze 11D.GG 2 i >s.2o �o 0 11 3{U.BIG 2 SP. b 22 QB• 16 k' to 28355 BE. 27.573 SIP �0 63lO3� 0367 A 36.05' 0.815 Ae. 0.541 b.24.063 �. a�vl I 25.64' 104.51' 219.09' 204.96' m 0352 Aa N� - 24.16' 1{ NIP ¢ 22,223 9F. 0.510 Ao 13.07' 14.74 N wl 117.91' 110.34' 186.OB' 99.98' m L - 34.75' 23 j SR 182.87' 150.01' 206.89' I o. 22787 9F. o 0.523 A, fO n mx 0 nstt 220.716.35' Ip 26.89176.01' �� 8F. N 4616 = 3 727 tza. a3• 4515 Aa 149,06' 61,56' a l o III 51.83' ^' s. qd /IACs., m I o 23 -VO 5F 8337 ft _ 22Z F. 273.87' { o ■ 22085' 0.617 A. 100.01 100.01. 73.85 Z1 Y0> 0 ,J 27.78' is W ) n IJ6.01' « m 56.00' m 12 zy '_" 27,677 8R® O• 0.640 Ae 62.14' 316 0 M 18,977 SF. 18.245 SR 2%A g ^ s '^• 20.00' 30,173 SF. 15.7,3' 3 22075' 0 O M• 4{Al b. Q442 A. 5.167 ft ai j a 030.1 ft 48,502 BE. tow Aa - R IPo 156.01' 100.01' 100.01' 100.18' _ 0.567 Aa_ 220.76' _ - aa�Y'�_ _�• 01 s3' P 30.52' 186.10' 110.02 110.02' 9.53' 77,9. 12.11' 7 { { m 38A23 A. 47{5 A1C 0.686 ft 03M Aa S DAY! A0. S iro 61374SF. ssit{1 1A02 Aa 79; Q N UK 6 860 N N 2e IN 1368tl m 'la�.3724 �' 6- ... E I�. LDS CHURCH _^e SUBDIVISION BOUNOAID' EX-WATERMNE - Y PROPOSED CENTERLINE PROPOSED B' WATER WS E W� III d g N 90'00'00" E 607.17' IX-WATE LINE SECTION LINE & CENTERLINE - - - - - GRAVITY IRRIGATION ACNE LANDSGAPP10.) SETEACKS ETHE SUBDIVISION CC&R'S AND COMPLY WITH THE CITY OF MERIDIAN BUILDING BEOUTLINED WR5PROPOSED WR 5' CONTOUR L1NE MN R 1' CONTOUR LINES >< x 3{U.BIG - - - - - - - - - -EXISTING BANAEDGE F PAPE E WAY Ec ER EXISTING EDGE OF PAVEMEM W m 63lO3� n 2j -4W k 43,520 SF. .� PROPOSED 12' GA2EB0 W/ PICNIC TABLE 25.64' 104.51' 219.09' �o° 0.M8 An 54.09' , 166 6 >S y4RD A. G4 14FIG 3fi.ao' CT O. as X0`934.3389F. An eW oB h e a e 4p W I 1y f 2111Aa SF. 4571 A6/I 224.33' 10433' 12000' 2 mx 2,.07,1 9Rm 0.184 A0. / 21.29' Q 727 tza. a3• '6°/ p M III a ^' s. qd /IACs., m 2U3O1' A.,154 m W o G, 2 83 w Ido Z1 Y0> 0 ,J 27.78' m 12 zy '_" 27,677 8R® O• 0.640 Ae 62.14' 316 ; >a.96' 72.47' 47.71 oa 1 \oa.o� 2� n 9.45' 100.32' 47.71 W T 20.00' 30,173 SF. 15.7,3' 3 030.1 ft 48,502 BE. tow Aa 13.42' DERRY BUBOMBION >>>.1 3877 "�No BJ.79' n$' O6o95 J' J III 1 -�-�- SUBDIVISION BOUNOAID' EX-WATERMNE - Y PROPOSED CENTERLINE PROPOSED B' WATER WS E PROPOSED 5' SEWER IN GRAVEL DRIVEWAY I IX-WATE LINE SECTION LINE & CENTERLINE - - - - - GRAVITY IRRIGATION ACNE LANDSGAPP10.) SETEACKS ETHE SUBDIVISION CC&R'S AND COMPLY WITH THE CITY OF MERIDIAN BUILDING BEOUTLINED WR5PROPOSED WR 5' CONTOUR L1NE MN R 1' CONTOUR LINES >< x EXISTING FENCES - - - - - - - - - -EXISTING BANAEDGE F PAPE E WAY Ec ER EXISTING EDGE OF PAVEMEM W m PROPOSED FIRE RYDRANT dD PROPOSED WATER METER BLOW -OFF .� PROPOSED 12' GA2EB0 W/ PICNIC TABLE 0 { 10'X12 COVERED BIKE BACK LOT NUMBER TOTEM 53.30 ACRES TOTAL LOTS 70 BUlUDABLE IDIS 59 COMMON 10 LOIS 4 -COMMON PIOEML STREET IANDSCAPED LOTS TOTAL 78,274 Sq. PL 1.32 VIN N VMO.95 LOTS 41471 5a. FL D Sq APJ PARKWAYS LOE A Sq. Ft. WATERWAY k. I -COMMON LOT ALONG WATERWAY 80.8&5 V. FL (1.% AcJ IANOSCPPED LOTS & PARKWAYS OPEN SPACE TOTAL AREA 5.85 Aa�(10.581Q ZQM D85DNG RUT PROPOSED R-2 MIN, ROUSE WE 1,800 0. CITY OF MERIDIAN SIEMER WRYER SUPPLY IC�ITtt TOF MERIDIAN WATER MERIDIAN CITY PARCEL IS NOT IN THE FLOOD PVME 2 4 x<m R STREETS. 5.) MERIDIAN CITY WATER MAIN LINES SHALL BE LOCATED IN THE STREETS. p�a 6.) STORM DRAIN WATER FROM STREETS SHALL BE ROUTED TO A DRAIN DITCH. I W N N 1111x' LANDSGAPP10.) SETEACKS ETHE SUBDIVISION CC&R'S AND COMPLY WITH THE CITY OF MERIDIAN BUILDING BEOUTLINED Q m x U q ODE GYtAS Eq,� 11.) STREET SECTION TO BE AN ACHE STANDARD 52' RIGHHT-OF-WAY AND 30' STREET SECTION WITH 2' CONCRETE RIBBON CURB. 0 IM 200 3M 400 SOY. 111010' xw� m b y AM 1.) ALL COMMON TO THE PUBLIC RIGHT-OF-WAY HAVE A 10' PUBLIC IL ILIIY AND MERIDIAN Cltt STREET 3.) ALL SIDE LOT LINES TO HAVE A 5' DRAINAGE & IRRIGATION EASEMENT ON EACH SIDE OF THE LOT LINE. 4.) SEWER SERVICES SHALL BE PROVIDED TO EACH BUILDABLE LOT THROUGH MERIDIAN CITY SEWER UNE LOCATED IN THE STREETS. 5.) MERIDIAN CITY WATER MAIN LINES SHALL BE LOCATED IN THE STREETS. 6.) STORM DRAIN WATER FROM STREETS SHALL BE ROUTED TO A DRAIN DITCH. J.) THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 31-3005 CONCERNING IRRIGATION WATER. B.) PRESSURIZED IRRIGATION WATER WILL BE PROVIDED TO THIS SUBDNISION BY HOME OWNER ASSOC. 9.) COMMON LOT 7 BLOCK p3E SHALL HA OA 30WIDEERLINE EASEMENT AND SHALL BE ASSOC. BY HIN AND NAS OSHALL LANDSGAPP10.) SETEACKS ETHE SUBDIVISION CC&R'S AND COMPLY WITH THE CITY OF MERIDIAN BUILDING BEOUTLINED ODE GYtAS Eq,� 11.) STREET SECTION TO BE AN ACHE STANDARD 52' RIGHHT-OF-WAY AND 30' STREET SECTION WITH 2' CONCRETE RIBBON CURB. 12.) EXISTING IRRIGATION DITCHES ON THE INTERIOR OF THE PARCEL SHALL BE ABANDONED ALONG WITH THE EASEMENT AS SHOWN. 3p l3.) ALL FENCES ALONG THE BOUNDARY SHALL REMAIN. Pr o 14.) 10 COMMOM LOTS. LOT 1 BLK.1, LOT 1 BLK.2, LOTS 1 ],30.42 BLK 3, LOT 1 BLK.4 & 1,2,5 ELK 5, P YlF OF 1�pSp y4RD A. G4 A Q Zo xtio a 5 Em -e C4 DNC � az� a � Iwo m 9. MoU a DIAMOND RIDGE ESTATES SUBDMSION N-89'50'28-" E 1522.50' rn SJ.�1�"i3fAlIIIIIJ,�i�'i�°-�. EP -,p 4 1eoQQ 4 i I� a t i i t t SS.IM 9F. 54.32 8F. 361 A. 09® b. 0.55 A2. aP. nd02 s. 27. 02 sF. x14.5 SF. OAffi b. 485 A. QQb b. 0.7x2 b. Mb' - - - - t - - - - - WE Dt110 Y nAa s. NR V M 1' CONTOUR ONES -x IXING FENCES ---------- IXInNG CANAL RIGHT-OF-WAY 1.7x4 b. Zn Wm _ � 78401 8F. b. 5 K la +: is » "§ QQ��66 75,653 V. 24.724 3. GA86 M.0.566 Au 24.724 Si. 24.54 . 25.080 SF. 24.826 SF. 0.85 AG O.SB8 b. 0376 b. 0.570 M. IS LOT NUMBER q m 0 0 100 700 300 82AM SF. xW� U h n SCAIE 1 100' IA43 A. 0326 A. t N 77 6_- 07.18 O M A. 9 I. 17 u SF. 0.57 44.255 SF. 24.084 SF. I 0.57 M. 0.553 M. 27.430 SF. DAM b. M MItl0W1 PIKL VACOVA CT o a A. � az� fx0.j 0.h LDS CHURCH a x ;wo O n f. ri 0.916 ft 24.7D4 SF. 0.557 Aa 26.605 3F 7x4.78 g. x616 b. 1 4.e. 24A6 SF. x004 b +. I 0. 510 9F. 0.510 b. of N 90'00'00" E 807.17' < /6 ' I 22,787 SF. 0.52T b. m Wit z 34 M2,,4 SF. 43,073 F. 3SA27 V. 0.618 b. 0330 Ae. 0� 43AS O.M A. 3 'a 0.816M. ® aL u SF' IN 423-0ss7 s IVAN A 1a 23, a°7°65 x 9F. as Q7p Aa e. 22 M9 S. 10 8F. 19,4 8F• 40.E 8F. $ g. aNi b. o.4N b. dV67 A,04.e. f 0.874 0.65 71 R 214.71 SF. � �� OA" b. A. N b• 21 A-54 _ an �7 0� t F3.17181 • t 0.7„ SF. 2MW W. 23.53 SF. 0.700 b. CAN A. Om0 A. OAn A. t 21 8�- 61,071 W. 610 4.v. 0' 640 A 1.102 b. 1 l I 1 .3 >0UM A. 4 /i \\ 34173 S. 3 0.MS Am 40,SF. oE1iRY sumNSIGN \m 1eoQQ SUB WIN BOUNDARY IX-WATEAINE e PROPOSED 8: WATUNE ER PPOSED S• WATER RO - - EG PROPOSED S' SEWER IX -GRAVEL ORINEWAY - - - - WATERLINE S CE E SECTION UNE - - - - - ROPOSED PGRAVITY IRRIGA1RROAFgN UNE k MN COWIOVR UNES NR V M 1' CONTOUR ONES -x IXING FENCES ---------- IXInNG CANAL RIGHT-OF-WAY EP. EP. IXInSTNG EDGE OF PAVEMENT Wm PROPOSED FIRE HIDR PROPOSED WATER METER aB2 �. BLOW-0FF PROPOSED 12' GAZEBO W/ PICNK; TABLE 0) 10'212 COVERm BINE RACK IS LOT NUMBER L "�I �UGRwm X w ¢ e) 2�N 1 m �W� v W-4 q m 0 0 100 700 300 400 xW� U h n SCAIE 1 100' A E- Zo xtio 5 E a -e � az� fx0.j 0.h a x ;wo U N Ian s Wit z 'a