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HomeMy WebLinkAboutCC - Revised Final Plat PLAT SHOWING Tr J 3-MR ED: 0-A%,JKK -8 N 0-3_:RX Tr-I H&% -5 U D-3 E V_/I E -5-3 E 0 N N 0 1 100 0 100 200 300 LOCATED IN THE SW 4 OF THE SE 4 AND THE SE 4 OF THE SW 4 OF SECTION 28, T.4N., R.1 W., B.M. Scale: 1" = 100' MERIDIAN, ADA COUNTY, IDAHO 2020 LEGEND THE OAKS NORTH SUBD. N0. 3 JUMP CREEK - - SUBDIVISION BOUNDARY SUBD. N0. 2 - - - SECTION LINE I I I t,..; BOOK 118, PAGES 18072-18075 BOOK 114 JUMP CREEK JO' WIDE CREASON I SUBD. NO. 2 RIGHT-OF-WAY LINE LATERAL EASEMENT , , PAGES 17010-17013 SE 1/16 CENTERLINE Z SEE NOTE 13 S89 22 25 E 517.77 - THE OAKS NORTH I LS 7729� Q l SUBD. NO. 3 �cnm_ _ 11 oLOT LINE 37175 sf SEE DETAIL A EXISTING PARCEL LINE -------------- � --- S89'22'25'E 482.77'----------------� ----------- ----------------- �' _ UNPLATTED PUBLIC UTILITY, PRESSURE IRRIGATION 5' j75 00' 75 00' 75 00' -169.7T- & LOT DRAINAGE EASEMENT LINE - o ao 3 ,� 4 �► 5'S / 1 130' - - - - - - SEE NOTES 1 & 2 oo w A 6 / I Co EXISTING ADA COUNTY HIGHWAY 00 'on 1 , 16180 sf // I DETAIL A DISTRICT PERMANENT EASEMENT W I IM 9862 sf t IM 9863 sf r IM gg19 sf ^ �p`a/ sy> I I NOT TO SCALE INSTRUMENT N0. ____ 7 N0 C4 ��I � � I- I^ � I BLOCK 23ti�/oo��� - - - - - - - cV LINE TABLE LINE TABLE OTHER EASEMENT LINE AS NOTED M� cv M 5� J //�� CN O I FOUND BRASS CAP AS NOTED Z _rn ^ _-75.00'-- --75.00'-- 44.77'-C31 / I I ao p J �, �� / 7 I IN IN Z o _ W. AVILLA DR. -� o� 15958 sf i LINE # LENGTH DIRECTION LINE # LENGTH DIRECTION ® FOUND ALUMINUM CAP AS NOTED S89.22'25"E 7.23' z J S89'22'25"E 194.77' - \c� �� L1 23.50' NO'37'35"E L16 32.58' N89'22'25"W N .s • SET 5/8"00" REBAR w/PLS 11118 PLASTIC CAP T -75.00' --75.00'-- -52.00'--C26 h �5'- F_ - 7 � a� LL S8_02'Z"E �r� L2 23.50' NO'37'35"E L17 117.58' S89.22'25"E • SET 1/2"x24" REBAR w/PLS 11118 PLASTIC CAP w I 25 H I_-5'24 H L h 23 v 117.31 r, �) L3 14.14' S45'37'35"W L18 60.00' N89'22'25"W o FOUND 5/8" REBAR, PLS 11118 OR AS NOTED THE OAKS NORTH SUBD. N0. 4 0 �� o O i 23.5' 23.5'_I 8 �o � UNPLATTED u)!`� "' ") I o ^ FOUND 1/2 REBAR, PLS 11118 BOOK , PAGES - M M�1 9863 sf 1Mg862 sf IM10229 sf MI 8741 sf L4 14.14' S45'37'35"W L19 40.00' N89'22'25"W o o N �2 I to ^ Z 11 LOT NUMBER O I Z1 124 Z1 10 7 I" > j �S$�22'2,�"E i JO' WIDE CREASON L5 14.14' N44'22'25"W L20 88.18' N89'22'25"W BLOCK -11s.so' LATERAL- 589.22'25"E 225.00' z -5� ] -�nj - I¢ I r 9 _� I SEE NOTEA1 EASEMENT L6 14.14' N44'22'25"W L21 10.25' N49'19'45"W _ s89 22'25'E r-, = o ao o 111 SURVEY NARRATIVE r 75.00'� �75.00'� r-75.00'� 75.00'-7 r--75.00'� 78.50'-? �NI J 00 9087 sf � I L7 23.50' SO'37'35"W L22 42.00' S89'22'25"E 5 Col o� w ^ 10' ^ I THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED TIES TO CONTROLLING SECTION CORNER 16 17 18 19 5'20 21 MONUMENTATION, THE PLATTED SUBDIVISION BOUNDARIES OF THE OAKS NORTH SUBDIVISION NO. 3, THE OAKS NORTH I wl wl I� I� ,"', z L_S$�22'2,`2"E� I L8 23.50' SO'37'35"W L23 26.00' No'37'35"E SUBDIVISION N0. 4, THE OAKS NORTH SUBDIVISION N0. 5, INFORMATION FROM RECORD OF SURVEY NUMBER 5362, MI ' _ "' ' M jN MI (- I 6547, 6715, 6717, 6811, 8989, AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND I IM 9855 sf I 9855 sf IM 9855 sf 1M 9855 sf Q 1M 9855 sf iJ 1M 10265 sf N o 0E-15' 116.50' L9 23.50' NO'37'35"E L24 84.95' S89.22'25"E CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS r7 M � O 0 1 O o L _ SOUTH BOUNDARY CREASON O 1 zl I^ z1 1� z1 1 , z1 1� z1 1^ 8' I L01 8688 sf � LATERAL EASEMENT L10 23.50' NO.37'35"E L25 29.91' S89'22'25"E SUBDIVISION SHOWN HEREON. I ll 106.50' ^ p SEE NOTE 13 Z J - J 5� J L S I tK I �S�S89 22'2 E �- L11 23.50' NO'3T35"E L26 109.91' N89'22'25"W -75.00'-- 75.00'-- --75.00'-- --75.00'-- --75.00'-- --68.50'--� -- NOTES N89'22'25"W N89'22'25"W W. MIL_ANO DR._ M �6 131.50' J L12 23.50' NO'37'35"E L27 55.00' S89'22'25"E 1- EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, OAKS HOMEOWNERS - - _ _ N _ N89'22'25'W _ _ -� 3.92 � 483.08' I/b.00' aoT L13 10.25' S50'34'55"W L28 25.00' S89'22'25"E ASSOCIATION INC. PRESSURE IRRIGATION, AND LOT DRAINAGE OVER THE FIFTEEN (15) FEET ADJACENT TO ANY PUBLIC C6 --82.00'---- 82.00'------82.00'------82.00'------82.00'----N-82.00'------82.00'-- -84.08=J STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO - - - - -I - -I F_ - - - L14 26.00' NO'3T35"E L29 23.50' NO'3T35"E EACH LOT. ,,il-5 49 50 51 52 53 �5' 54 55 56 O 2- UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT !'-'I I_ H I_ w _ '`' _� w _ z`' _ ,� - I r7 L15 25.00' N89'22'25"W L30 23.50' No'37'35"E EASEMENT FOR PUBLIC UTILITIES, OAKS HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION AND LOT DRAINAGE OVER M ( � "' �' M M � u? "' �' "' a' U? N THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE, AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR I� 10791 sf ;� I,. 10791 sf ;� I� 10791 sf 7� I� 10791 sf 7�I I� 10791 sf i� I�CD CD 10791 sf ,M� `r' 10791 sf r 11064 sf "' N CURVE TABLE LOT LINE OR SUBDIVISION BOUNDARY. S89.22'25"EJ�5 to zl I zI 125 z1 1 o z1 1� zl 1� z9 I z1 1� 1 3- ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE BLOCK N8922'25"w 5� CURVE # LENGTH RADIUS DELTA BEARING CHORD TIME OF THE RESUBDIVISON. 19.0011 2.00'� �82.00'� �82.00'- �82.00' �82.00'� 82.00' �82 00 �84.08' 4- THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM, TO BE �55.DO' r55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 57.08' 60.00' 65.00' C1 52.31' 60.00' 49'57'20" N65'38'55"E 50.67' OWNED AND MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC. IN COMPLIANCE WITH IDAHO CODE SECTION u'-i I I F �5' 1 F F I F ij 31-3805(1)(b). ALL LOTS WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. Q47 46 45 43 42 41 0 40 39 38 37 c2 41.93' 60.00' 40'02'40" N20'38'55"E 41.09'w w w 44 w w w w O 5- BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE , o o o o w o �o o o I C3 41.93' 60.00' 40'02'40" N19'23'45"W 41.09' APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. Q O Ln p`� if'7 N M m r'') M I� M N v' M `rn M LO M N "^' IN � "� N °M° M N ' N 00 "^' N � "^' N g N � r^i N `V ^ 0O � � IN � N IN oo � 6- MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE z I z n O z z � � `n � o N o A C4 52.31' 60.00' 49'57'20" N64'23'45"W 50.67' ��ll � 11 z z z z z Z1 1 zI I a" LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. z Z I 23 TE ' �55.00'- 5.00'- -55.00'- -55.00'- 5.00'- 5.00'- 5.00'- 22.08 - C21�L16� L-L18� L15 10 - C5 29.66' 36.50' 46'33'16" N66'05'47'W 28.85' 7- BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH GROUNDWATER ELEVATION. • ' " N C24 C2�SNOTE 9c�� 36 L17 20 Li 19 u C6 27.68' 36.50' 43'26'44" N21'05'47"W 27.02' 8- THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM, WHICH STATES THAT NO S89 22 25 N89'22'25"W 462.08'9•9 W. DAPHNE DR. �' 4 2579 sf - ,� C7 27.68' 36.50' 43'26'44" N22'20'S7"E 27.02' AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE "' S89 2225E OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT � 55.DO'- -55.00'- -55.00'- -55.00'- -55.00'- -55.00'- -55.00 V 32.Do-C �1 R=55' a' 128.18' LLO HAS BEEN IN OPERATION FOR MORE THAN ONE 1 YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A r 5 S rn , 35 7165 sfC8 29.66' 36.50' 46'33'16" N67'20'57"E 28.85' NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN 34� 33� 32 31 �29J� �28� 27 L S89 22�5">`w w w w 30 w w w I v C9 10.50' 83.50' 7'12'17" N87'01'26"E 10.49' A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL 10 t o "r7' o to to 130.94FACILITY OR EXPANSION THEREOF. () U L L In Ln I�//�� - ^N N ^ N ^ N ^ o L6 M(�340cy, 2 0l C10 9.34' 20.00' 26'45'49" N83'll'48"W 9.26'mN "d' I^ N r� N �, N �, !a� N l 9- LOT 11, BLOCK 23; LOT 22, BLOCK 24; LOTS 30 AND 36, BLOCK 25; AND LOT 26, BLOCK 26 ARE COMMON LOTS co ZI� Z I� I� c`no I^ c`DoI'- Z I� o �i � 7363 sfoZ IN o ¢ L +�$9'2225 C11 18.69' 55.00' 19'28'01" S79'32'54"E 18.60' TO BE OWNED AND MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC. OR ITS ASSIGNS. SAID LOTS ARE NL I- I I 5�' z zII I o Q 131.50 SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES, OAKS HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION -S89'22'25"EJ -1 L J L - 1 L -;nJ o� = o� - AND LOT DRAINAGE. LOTS 30 AND 36, BLOCK 25 ARE CROSS ACCESS/COMMON DRIVEWAY LOTS DESIGNATED TO O - W o o C12 26.04' 55.00' 2T0T40" N7T09'15"E 25.80' PROVIDE ACCESS TO ADJACENT LOTS 28 AND 29, BLOCK 25 AND 37 AND 38, BLOCK 25. USE AND MAINTENANCE OF O 55.00' r55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 58.50' MI w , 33 7627 sf '00 Z m w M I 1 [5' I o ro, �589 22'25"E� C13 36.72' 55.00' 38'15'22" N44'27'45"E 36.04' SAID DRIVEWAY LOTS SHALL BE AS ESTABLISHED IN THE CC&R DOCUMENTS FOR THIS SUBDIVISION. 17 18 19 0 20 21 22 23 25 N I'- MI _ _ (/) O ww, ww, ��LL{{ 24��LL{{ o o Z 10- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN //�� �I �II"oI'o �I �1 N � N� 131.50' C14 51.83' 55.00' 53'59'53" N1'39'53"W 49.94' RECORDED AS INSTRUMENT NO. 114030972, RECORDS OF ADA COUNTY, IDAHO. Q LL O Ln M j� � N ^ M ^ N M ^ LO M LO N M LO !"7 U? � � M O Z N °o CO ao ^ oNo o"o ^ N ^ N ^ o I I c�32 7232 sf U 11- THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT o I� IN � o'I I`r' � "� I- - '� I� OI I� Ip - IN co I^ 23.5' 23.5' 'n UNPLATTED C15 6.52' 20.00' 18'40'52" S19'19'23"E 6.49' W zII zII zII zII z 26 z h z z 8 �, 92225� J RECORDED AS INSTRUMENT NO. __________, RECORDS OF ADA COUNTY, IDAHO. L �5- J J J J �OC� 5 L ^ �,s \�15 131.16 10 b C16 3.70' 20.00' 10*36'32" S4.40'41"E 3.70' 12- THIS SUBDIVISION WILL BE ANNEXED INTO THE OAKS HOMEOWNERS ASSOCIATION AND SHALL BE SUBJECT TO THE _ v 6977 sf o CC&R DOCUMENTS AS RECORDED IN INSTRUMENT NO. 2015-035955 AND AS SUBSEQUENTLY AMENDED. -55.00- -55.00- 55.00- -55.DO'- -55.DO'- -55.00'- -55.00'- -55.00'- 32.00'- 31 N89.2225W J ��� R=55' "�N8922'25"W C17 4.73' 20.00' 13'32'20" ST23'45"W 4.71' 13- PORTIONS OF LOT 11, BLOCK 23 ARE COVERED BY A CREASON LATERAL ASSOCIATION EASEMENT AS SHOWN IN _ _ _ N89'22'25"W 457.00' _ _ N SEE INSTRUMENT NO. 2019-015728, FOR OPERATION AND MAINTENANCE OF THE CREASON LATERAL. THIS DEVELOPMENT IS 15.00' o M C1 2460Ts 9 L24 30 N R2� C18 5.50' 20.00' 15'45'05" S22'02'27"W 5.48' SUBJECT TO A CREASON LATERAL ASSOCIATION LICENSE AGREEMENT AS SHOWN IN INSTRUMENT N0. 2019-015727, W. RIVA CAPRI ST. �, C9 C11 c, L26 C19 54.62' 55.00' 56'54'00" N1'28'00"E 52.40' RECORDS OF ADA COUNTY, IDAHO. 1 -55.00'- -55.00'- -55.00'- -55.00'- -55.00'- -55.00'- -55.00'- 55.00'- -C10---G12 L25] F LA [5'_] r 19-I F _20-I F21-I I 22- I-23 �5 17.00' 26 F 27 28 29 -I C20 40.13' 55.00' 41'48'33" N47.53'17"W 39.25' \��PL A(,D w o18 ^ �24 W IM25 N w w to wl I� o g %gTF G 1rn to �I IN "' I"' N �� '�' ro j' I� �I o C21 24.93' 55.00' 25'58'04" N81'46'35"W 24.71' �5 G Ric. 'PL N ^L55OO" N ^ N ^ N ^ M ^ M ^ M ^ M cD ^ M M 1� Cfl W ICI ICfl ,eL LV r''7 N c0 M N r7 N '0 r7 N M N N p^") N Ln M O r7 �"") N ti, 1 jNz ^ Z - 1^ 1� I" ozf I^ co I^ I^ �0 F C22 13.60' 55.00' 14'10'19" S78'09'13"W 13.57' CLINTON W. HANSEN a 0`lZL J � J � J 5 BLOCK � POINT OF 11118I � I L J L JY C23 9.34' 20.00' 26'45'49" N84'26'58"E 9.26' PLS 1 1 1 18 0 O 55.00 55.00 55.00 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00 67.DO BEGINNING �, 0 N89.16'45"W 672.00' w _ CP I m C24 10.50' 83.50' 7'12'17" N85'46'16"W 10.49' ��� 9TF 0 F - - M &F/yp 2015-07 Z C25 94.25' 60.00' 90'00'00" S44'22'25"E 84.85' TD/� W 28 Q 1/4 W McMILLAN ROAD z S��ti� 928 27 C26 29.66' 36.50' 4s•33'16" N66.05'47"W 28.85' TOLL SOUTHWEST LLC _ _ _ 33 THE OAKS SOUTH SUBD. NO. 1 1317.68' j� SE CORNER 1317.86' C27 27.68' 36.50' 43'26'44" N21'05'47"W 27.02' DEVELOPER r7 SW 1/4 SE 1/4 33 34 C28 11.63' 83.50' 7'S8'S1" N3'21'S1"W 11.62' HORSHAM, PA BOOK 108, PAGES 15124-15126 -I16'45"E 2635.54' C29 44.30' 83.50' 30'23'46" N22'33'10"W 43.78' E!GINEERING T I OF BEARING -7--7- THE OAKS SOUTH SUBD. NO. 3 C30 44.30' 83.50' 30'23'46" N52'56'56"W 43.78' JOB NO. 191207 '"fin ?1utions " ,� Landveying and Consulting BOOK 110 PAGES 15735-15737 C31 30.93 83.50 21.1336 N78.4537 W 30.76 SHEET 1 OF 3 SOLUTIONSLLP 231 E. 5th St. Ste. A, Meridian ID 83642 18-35 oaKs NCRT1 SUBD No 7 PuaT.owG MERIDIAN, IDAHO (zoa) 2e8-2040 - (20e) 288-2557 fox �� g DA—M]KRUs NOR90PH-571 DEVI SION NOm 7 CERTIFICATE OF OWNERS KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL ACKNOWLEDGMENT PROPERTY DESCRIBED BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF THE OAKS NORTH SUBDIVISION NO. 7; A PARCEL LOCATED IN THE SW 1/ OF THE SE 1/4 OF OF IDAHO OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE COUNTY ADA S.S. MERIDIAN, MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE SOUTHWEST CORNER OF THE SE % (S % ON THIS ____ DAY OF ____________ , 20___, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN CORNER) OF SAID SECTION 28, FROM WHICH A BRASS CAP MONUMENT MARKING THE SOUTHEAST CORNER OF AND FOR SAID STATE PERSONALLY APPEARED SUSAN STANLEY, KNOWN TO ME TO BE THE DIVISION SAID SECTION 28 BEARS S 89°16'45"E A DISTANCE OF 2635.54 FEET; PRESIDENT OF TOLL SOUTHWEST LLC, A DELAWARE LIMITED LIABILITY COMPANY, WHO SUBSCRIBED SAID LIMITED LIABILITY COMPANY'S NAME TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT SHE THENCE S 89°16'45" E ALONG THE SOUTH BOUNDARY OF SAID SW % OF THE SE 1/4 OF SECTION 28 A EXECUTED THE SAME IN SAID LIABILITY COMPANY'S NAME. DISTANCE OF 1317.68 FEET TO THE SOUTHEAST CORNER OF SAID SW 1/4 OF THE SE 1/a; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR THENCE LEAVING SAID SOUTH BOUNDARY AND ALONG THE EAST BOUNDARY OF SAID SW % OF THE SE % N IN THIS CERTIFICATE FIRST ABOVE WRITTEN. 0°37'35" A DISTANCE OF 74.00 FEET TO A POINT ON THE EASTERLY BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 5 AS SHOWN IN BOOK ___ OF PLATS ON PAGES _____ THROUGH RECORDS OF ADA COUNTY, IDAHO, THE POINT OF BEGINNING THENCE ALONG THE EASTERLY BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 5 THE FOLLOWING MY COMMISSION EXPIRES COURSES AND DISTANCES: THENCE N 89°16'45"W A DISTANCE OF 672.00 FEET TO POINT; RESIDING AT THENCE N 0°37'35"E A DISTANCE OF 169.70 FEET TO A POINT; THENCE N 89°22'25"W A DISTANCE OF 15.00 FEET TO A POINT; NOTARY PUBLIC FOR THE STATE OF IDAHO THENCE N 0°37'35"E A DISTANCE OF 243.00 FEET TO A POINT; THENCE S 89°22'25"E A DISTANCE OF 9.92 FEET TO A POINT; THENCE N 0°37'35" E A DISTANCE OF 168.50 FEET TO A POINT ON THE SOUTHERLY BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 4 AS SHOWN IN BOOK ___ OF PLATS ON PAGES _____ THROUGH _____, RECORDS OF ADA COUNTY, IDAHO; THENCE LEAVING THE BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 5, AND ALONG THE BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 4 THE FOLLOWING COURSES AND DISTANCES: THENCE S 89°22'25"E A DISTANCE OF 19.00 FEET TO A POINT; THENCE N 0°37'35"E A DISTANCE OF 178.59 FEET TO A POINT; CERTIFICATE OF SURVEYOR THENCE N 89°22'25"W A DISTANCE OF 3.92 FEET TO A POINT; I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE THENCE N 0°37'35"E A DISTANCE OF 131.41 FEET TO A POINT; 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 THENCE S 89°22'25"E A DISTANCE OF 225.00 FEET TO A POINT; REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE N 0°37'35"E A DISTANCE OF 131.50 FEET TO A POINT; THENCE S 89°22'25"E A DISTANCE OF 7.23 FEET TO A POINT; THENCE N 0°37'35"E A DISTANCE OF 178.50 FEET TO A POINT; oNNL NANO THENCE N 89°22'25"W A DISTANCE OF 88.00 FEET TO A POINT; c� G\STFR�`SCi�� THENCE N 0°37'35" E A DISTANCE OF 40.00 FEET TO A POINT ON THE SOUTHERLY BOUNDARY OF THE � o OAKS NORTH SUBDIVISION NO. 3, AS SHOWN IN BOOK 118 OF PLATS ON PAGES 18072 THROUGH 18075, CLINTON W. HANSEN, P.L.S. a 11118 LICENSE NO. 11118 RECORDS OF ADA COUNTY, IDAHO; 'A O THENCE LEAVING THE BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 4 AND ALONG THE SOUTHERLY �i F OF \� BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 3 S 89°22'25" E A DISTANCE OF 517.77 FEET TO A TON W. NPR POINT ON THE EASTERLY BOUNDARY OF SAID SW 1/4 OF THE SE 1/4 MARKING THE SOUTHEAST CORNER OF SAID THE OAKS NORTH SUBDIVISION NO. 3; THENCE ALONG SAID EASTERLY BOUNDARY S 0°37'35" W A DISTANCE OF 1242.30 FEET TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 17.33 ACRES MORE OR LESS. ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS ---- DAY OF ----------------------- , 20---• TOLL SOUTHWEST LLC, A DELAWARE LIMITED LIABILITY COMPANY TOLL SOUTHWEST LLC DEVELOPER ------------------------------------------------------------ HORSHAM, PA BY SUSAN STANLEY, DIVISION PRESIDENT ENGINEERING Lair, olutions JOB NO. 191207 SOLUTIONS SHEET 2 OF 3 Land Surveying and Consulting LLP 231 E. Sth St. Ste. A, Meridian ID 83642 \18-35 OAKS NORTH SURD NO 7 PLAT.DWG MERIDIAN, IDAHO (208) 288-2040 — (208) 288-2557 fax 9up-1 H., �I E-I K,' — R Ho' U q)A %33�8 No]a �q_, _y� 8 DIVINION Nom 7 HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE—IMPOSED, IN ACCORDANCE WITH SECTION PLATS AND SURVEYS. 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. ADA COUNTY SURVEYOR DISTRICT HEALTH DEPARTMENT, EHS DATE CERTIFICATE OF THE COUNTY TREASURER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE 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. APPROVAL OF CITY COUNCIL I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE ____ DAY OF DATE: --- ------- , 20___, THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER CITY CLERK CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO S.S. INSTRUMENT NO. COUNTY OF ADA I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT ____ MINUTES PAST ___ O'CLOCK __ M. ON APPROVAL OF THE CITY ENGINEER THIS ____ DAY OF __________________ , 20___, IN BOOK ____ OF PLATS AT PAGES _______________. I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. DEPUTY EX—OFFICIO RECORDER FEE: ---------------------- CITY ENGINEER N MERIDIAN, IDAHO �pNP�LA Nos, G1ST£R� G'ALc^ 0 -� CLINTON W. HANSEN a 1 1 1 18 APPROVAL OF ADA COUNTY HIGHWAY DISTRICT PLs 11118 Nqr 0F � �5 THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY ON W. NP DISTRICT COMMISSIONERS ON THE ____ DAY OF ___________ , 20___. TOLL SOUTHWEST LLC DEVELOPER HORSHAM, PA PRESIDENT, ADA COUNTY HIGHWAY DISTRICT ENGINEERING �����. JOB N0. 191207 SOLUTIONS SHEET 3 OF 3 Land Surveying and Consulting LLP 231 E. Sth St. Ste. A, Meridian ID 83642 \18-35 OAKS NORTH SURD NO 7 PLAT.DWG MERIDIAN, IDAHO (208) 288-2040 — (208) 288-2557 fax