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CC - Final Plats THE OAKS NORTH SUBDIVISION NO. 11 BOOK , PAGE LOCATED IN THE SW 1 /4 OF THE NE 1 /4 AND THE NW 1 /4 OF THE SE 1 /4 OF SECTION 28, T4N, R1W, BM MERIDIAN, ADA COUNTY, IDAHO LEGEND 2021 ® FOUND ALUMINUM CAP MONUMENT FOUND BRASS CAP MONUMENT W. CHINDEN_BLVD. FOUND 1/2" REBAR WITH PLS 11118 E 1116 PLASTIC CAP, OR AS NOTED Cl INST. NO. FOUND 5/8" REBAR WITH PLS 11118 2020-051997 ® PLASTIC CAP, OR AS NOTED SET 1/2" REBAR WITH PLS 11118 1 PLASTIC CAP LS 3627 POINT OF ® SET 5/8" REBAR WITH PLS 11118 S77 UO PLASTIC CAP '58=E 66733 BEGINNING o `" o N 1 18 LOT NUMBER 1 o UNPLATTED M I - - - - - - SECTION LINE CENTER LINE LINE TABLE I I I o F55.12' 01 $7� PUBLIC UTILITY, PRESSURE IRRIGATION LINE # LENGTH DIRECTION I I 162.63'_ 5814"E AND LOT DRAINAGE EASEMENT LINE, L1 12.09' S41'21'08"W - _ Lai � \\ -7 75.00, S775 67�'81 I SEE NOTES 1 &2 81 ^� �\ 17 1 /-75 4 E 59 1 ACHD TEMPORARY EASEMENT ACHD PERMANENT SIDEWALK L2 23.50' S75'33'47"W •- 6'. cP = ,� oo' 1.ss NSTR. No. I `� ---- ------ ------------- EASEMENT LINE PER '� 16 \ 4836 sf N� w 18 19 �75.0p�� �7242 V 0 50 100 200 INSTRUMENT NO. L3 23.50' S75'33'47"W I ^ ' L4 23.50' N14'26'13"W 9713 sf v- ZD 20 76, LS 7729 5 52� o OTHER EASEMENT LINE AS NOTED L5 23.50' N14'26'13"W �I - rn I 9865 sf \ \ 9715 sf�l ��; ,� 21 ,,, / w SUBDIVISION BOUNDARY LINE L6 28.28' S30'33'47"W - I V - z 9645 sf �� P� M rn 22 23 SCALE: o I 11- C1 68; L I z o295 sf N o LOT LINE - o� ��8237 sf , 0 15115 sf ry Q L7 28.28' N59'26'13"W ,,, �3 - 7- _ BLOCK 26 z of / ADJACENT PROPERTY LINE L8 27.70' SO'36'34"W 1_000 I `-' 15�3'g.� ��'� ��� _ _ 145.44' (7/ 01. -C9- L9 31.90' SO'34'39"W o I O 75�f �� rG� S77$814 E ' RI�R OAKS DR. -C8---- C7--50.72'- 21.25'-�C6 / cn o 7 15' Gti 1 p2.3p'__ -C4 S89'21'07'E C5 CID' OF MERIDIAN SANITARY L10 91.00' N14'26'13"W ¢ = I_,_I - i - - _ -� _ _ �_ - J F- (� cal L -126.50'_ 4314'-_ 71.97 / SEWER AND WATER EASEMENT �C30-__ NsrR. No. ----------- L11 109.31' N89'29'26"W I Q 11 C _ O N89'16'02"W w o 6 5 - 31- --C32--- _ 16.22'- 34 00 L12 6.62' NO'3T35"E I z w co 00__ �n rn �"' C33 55.75'- C � NOTES Z o0 0 14 0 7�I 4661 sf 12 0 \ cD L13 24.67' N89'22'25"W ¢ Cn I to LO �,ri �1� ^ 0' 13 w 14 ``' 16 ao 1-EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,OAKS HOMEOWNERS Y I 9487 sf 15 Q I i� ll ^ z �75 144.16' w 10720 sf N 9024 sf uj 8498Of � 8 64O f III 'u-. 8647 sf \ ASSOCIATION INC.PRESSURE IRRIGATION,AND LOT DRAINAGE OVER THE FIFTEEN(15)FEET ADJACENT TO ANY PUBLIC v p _ _126.50'_ IJ �M o M N STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO g Y p N89'16'02°W of � o o m w CD Z N89 W02 W Z o to �5' z o z 3,z SEE NOTE 77 !7 0 �� EACH LOT. 1=- O 13 n 1 10 0 o N89'28'05"W Z ) L _\ o 2-UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT 1 Z cn - 9908 sf _ 2609 sf o 75.00' 75.00' 75.00' 75.00' ;'�•"� \ \ ' 00 I 0No ��1.66 o r7 p / FOR PUBLIC UTILITIES,OAKS HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5) BLOCK 26 N v J 50 83 25.02 `49.98'- 62.40' -162.60' N� FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN(10)FEET ADJACENT TO ANY REAR LOT LINE OR - �70' 132-15'- v�N �i�g' -1396� �50d�\ \ BLOCK 21 5�� �N89'21'07"W OZ SUBDIVISION BOUNDARY. i I Z �s 3*12 31"W T_ v 50" �533 41"� \ \ \ \� © ^� 1441J sf �i I 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF c> 91. C N� Z 7 o ^ �/ z CO m c, <v 0 _ THE RESUBDIVISON. p 12 �v N ® P c�''+\ o? 10669 sf cv �^ �`� / o O o� -� \ \? �,10419 sf� O (n 4-THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM,TO BE co d, o 9476 sf 8' P A �= Z �� O 0'� 00 CP O? o'0 4 J �,\ 10496 sf-, w. \ �/ �O` > 00 OWNED AND MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC. IN COMPLIANCE WITH IDAHO CODE SECTION / _ I O N 12 " �' \\ 12735 sf \ \� �5 / / CE 1�16 p 31-3805(1)(b).ALL LOTS WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. 1 FOUND 2.5" PIPE L S163553 W w ��Z \� C24 C23- ,�, / LS 7729 m w \ i4 C26 - 2 i 5987 sf U 5-BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE co 11 6,\� !-6a �' N Q ZONING REGULATIONS OF THE CITY OF MERIDIAN. Cl INST. N0. \ Z w C25 2015-014105 ? can 10430 sf o \ \� \\ l5 p0 C� �rr�`� \\ O � Ln W ¢ 6-MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT O 50 c, \ �2.50 C17 C35 c LEI rn w � OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. i 1 "W !� Vd• M� �� Z S89'29'26"E N 33 4� 10 i ca "W , / 914 Od O _ _ J U 7-BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH W 6 4535�1115p" " g►53j ' 25 �50p 0, 10 �'� 133.96' o GROUNDWATER ELEVATION. N\o �\ �\ O m_ 8-THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM,WHICH STATES THAT NO AGRICULTURAL I \ O w 110.26 ® \ \� o a, cr�01 Y r7 OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY \� o W�o C \a? 0377 sf N�L13 z ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN 00' Z N 9863 sf o\ c,; N `3 L11 c OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE ,85 5 © \ \� �\ 6 9806 sf \ L2 , „ - TIME IT BEGAN OR WAS CONSTRUCTED PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A i W O \ \Z �\ \� 9862 sf '1 .50 2 N89°29 26, W i� _ NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION,AGRICULTURAL i Q �,, N 9862 sf o c,w 0 FACILITY OR EXPANSION THEREOF. W V A 65 0 829 sf 132.64 N Z W 11178 sf `Jo\ \ �k BLOCK 16 �5•p0 ' " I 9-LOT 10, BLOCK 16;LOTS 2 AND 16,BLOCK 21;AND LOTS 10 AND 23, BLOCK 26 ARE COMMON LOTS TO BE OWNED AND CIO - \ o ' S14`26'13"E S75'33 47 W - MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC. N \ \ 5 5 Op ��5 OO �J96'So / 1 4.00' 47.00 - 10-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED z \ \ \ �5,��'l\1 w ONQQ� OR I AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. \ \ \ i85 p0 5 w• G / 11-LOT 16, BLOCK 21 AND A PORTION OF LOT 15 BLOCK 21 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM.THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST THE OAKS NORTH SUBD. N0. 3 7 AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015,AS INSTRUMENT \ / / I NUMBER 2015-103256,OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH \ BOOK 118, PAGES 18072-18075 / IN FULL(THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO O I / THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE.THE MASTER EASEMENT IS FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. W / I U 1 12-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED \/ / I I / le U AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. I Z m 13-DIRECT LOT OR PARCEL ACCESS TO W.GONDOLA DRIVE IS PROHIBITED. 29 28 1/4 Z 1 14-THIS SUBDIVISION WILL BE ANNEXED INTO THE OAKS HOMEOWNERS ASSOCIATION AND SHALL BE SUBJECT TO THE CC&R BASIS OF BEARING 28 _ W. Mc_MILLAN ROAD DOCUMENTS AS RECORDED IN INSTRUMENT NO.2015-035955 AND AS SUBSEQUENTLY AMENDED. _ _ _ _ _ _ _ 28 27 32 33 N89'16'58"W 2635.25' 33 S89'16'45"E 2635.54' - - CP&F INST. NO. C202 INST. 37 33 34 2020-020779 2020-002037 Cl INST. N0. 2015-079245 CURVE TABLE CURVE ## LENGTH RADIUS DELTA BEARING CHORD CURVE ## LENGTH RADIUS DELTA BEARING CHORD CURVE ## LENGTH RADIUS DELTA BEARING CHORD \dl LAND%P 0� �G1STe- ,PL C1 61.37' 50.00' 70'19'47" N69'16'19"W 57.59' C13 41.77' 83.50' 28'39'49" S15'03'53"W 41.34' C25 15.75' 73.50' 12*16'51" S86'35'24"W 15.72' o<v Q- 100 C2 132.38' 500.00' 15*1O'11" S6'51'07"E 131.99' C14 68.75' 523.50' 7'31'27" S3'01'46"E 68.70' C26 6.27' 73.50' 4'53'11" S78'00'23"W 6.27' CLINTON W. HANSEN a' 476.50"E 64.81'26'20" S10'54'05' 7' 523.50"''"*'' 1 1 1 18 C3 106.08 60.00 10117'48 S512252W 92.79' C15 64.85 ' C27 30.84 SURVEY NARRATIVE PLS 11118' ' ' " ' ' " 'E 30.835834 S122942 3 N,, _o = C4 198.64' 1000.00' 11'22'52" S83'39'41"E 198.31' C16 5.00' 523.50' 0'32'50" S14'09'48"E 5.00' C28 95.32' 476.50' 11'27'42" S4'59'53"E 95.16' THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED C5 62.80' 100.00' 35'59'00" N72'39'23"E 61.78' C17 15.94' 26.50' 34'28'28" N87'11'59"W 15.71' C29 64.53' 36.50' 101*17'48" S51'22'52"W 56.45' �i�,� OF P\,��v FROM SURVEYED TIES TO CONTROLLING SECTION N W.N CORNER MONUMENTATION,THE PLATTED SUBDIVISION C6 66.96' 76.50' 50'09'11" N65'34'18"E 64.85' C18 25.68' 26.50' 55'31'32" N42'11'59"W 24.69' C30 33.27' 1023.50' 1'51'45" S78'54'07"E 33.27' BOUNDARY OF THE OAKS NORTH SUBDIVISION NO.3,THE C7 24.28' 976.50' 1'25'29" S88'38'22"E 24.28' C19 18.45' 20.50' 51'34'47" S11'21'10"W 17.84' C31 75.65' 1023.50' 4'14'06" S81'57'03"E 75.64' OAKS NORTH SUBDIVISION NO.6,THE OAKS NORTH SUBDIVISION NO.9,JUMP CREEK SUBDIVISION NO.3, C8 96.40' 976.50' 5'39'22" S85'05'57"E 96.36' C20 17.49' 55.00' 18*13'21" N28'01'53"E 17.42' C32 75.14' 1023.50' 4*12'22" S86'1O'17"E 75.12' INFORMATION FROM RECORD OF SURVEY NUMBERS 5362, C9 73.30' 976.50' 4*18'02" S80'07'15"E 73.28' C21 46.00' 55.00' 47'54'54" N5'02'14"W 44.67' C33 19.25' 1023.50' 1'04'39" S88'48'47"E 19.25' `roll Brothers Lan ®lutions 6547,6715,6717,6811,8989,AND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND C10 6.34' 83.50' 4'21'09" N80'08'49"W 6.34' C22 52.60' 55.00' 54'47'29" N56'23'25"W 50.61' C34 61.25' 123.50' 28'25'05" N76'26'21"E 60.63' CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND C11 49.65' 83.50' 34*04'16" S80'38'29"W 48.93' C23 34.07' 55.00' 35'29'27" S78'28'07"W 33.53' C35 17.17' 50.00' 19'40'13" N24'16'19"W 17.08' AMERICA'S LUXURY HOME BUILDER® Land Surveying and Consulting WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS ' ' ' ' " ' ' " ' ' ' ' ' " ' ' " 231 E.5TH STREET, MERIDIAN ID 83642 SUBDIVISION SHOWN HEREON. C12 49.85 83.50 341233 S463004W 49.12 C24 11.45 20.50 320026 N764337E 11.30' (208)288-2040 www.landsolutions.biz JOB NO. 18-35 SHEET 1 OF 3 THE OAKS NORTH SUBDIVISION NO . 11 BOOK , PAGE CERTIFICATE OF OWNERS ACKNOWLEDGMENT KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN ADA COUNTY, STATE OF IDAHO IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF THE OAKS NORTH SUBDIVISION NO. 11; COUNTY OF ADA S.S. A PARCEL LOCATED IN THE SW '/4 OF THE NE '/4 AND THE NW '/4 OF THE SE '/4 OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ON THIS DAY OF , 20_, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: AND FOR SAID STATE PERSONALLY APPEARED SUSAN STANLEY, KNOWN TO ME TO BE THE DIVISION PRESIDENT OF TOLL SOUTHWEST LLC, A DELAWARE LIMITED LIABILITY COMPANY, WHO SUBSCRIBED COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE SOUTHWEST CORNER OF THE SE '/4 (S '/4 CORNER) OF SAID SECTION 28, FROM WHICH A SAID LIMITED LLIABILITY COMPANY'S NAME TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED BRASS CAP MONUMENT MARKING THE SOUTHWEST CORNER OF SAID SECTION 28 BEARS N 89°16'58" W A DISTANCE OF 2635.25 FEET; TO ME THAT SHE EXECUTED THE SAME IN SAID LIABILITY COMPANY'S NAME. THENCE N 0°43'41" E ALONG THE WEST BOUNDARY OF SAID SE '/4 A DISTANCE OF 2634.11 FEET TO A 2.5 INCH DIAMETER IRON PIPE MONUMENT MARKING IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY THE NORTHWEST CORNER OF SAID SE '/4 (CENTER '/4 CORNER) OF SAID SECTION 28, THE SOUTHEAST CORNER OF PEREGRINE HEIGHTS SUBDIVISION, AS AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. SHOWN IN BOOK 68 OF PLATS ON PAGES 7026 THROUGH 7027, AND A POINT ON NORTHERLY BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 6, AS SHOWN IN BOOK 120 OF PLATS ON PAGES 18759 THROUGH 18762, RECORDS OF ADA COUNTY, IDAHO; MY COMMISSION EXPIRES THENCE N 0°43'58" E ALONG THE WEST BOUNDARY OF THE SW '/4 OF THE NE '/4 OF SAID SECTION 28, THE EASTERLY BOUNDARY OF SAID PEREGRINE HEIGHTS SUBDIVISION, ALSO BEING PARTIALLY ALONG SAID NORTHERLY BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 6 AND THE WESTERLY RESIDING AT BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 9, AS SHOWN IN BOOK OF PLATS ON PAGES - , RECORDS OF ADA COUNTY, IDAHO A DISTANCE OF 625.86 FEET TO A 5/8 INCH DIAMETER IRON PIN MARKING THE NORTHWESTERLY CORNER OF SAID THE OAKS NORTH SUBDIVISION NO. 9; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 9 S 77°58'14" E A DISTANCE OF 667.33 FEET TO A 5/8 INCH NOTARY PUBLIC FOR THE STATE OF IDAHO DIAMETER IRON PIN MONUMENT MARKING THE NORTHEASTERLY CORNER OF SAID THE OAKS NORTH SUBDIVISION NO. 9 AND THE POINT OF BEGINNING; THENCE LEAVING SAID SUBDIVISION BOUNDARY AND CONTINUING S 77°58'14" E A DISTANCE OF 670.81 FEET TO A POINT ON THE EASTERLY BOUNDARY OF SAID SW '/4 OF THE NE '/4; THENCE ALONG SAID EASTERLY BOUNDARY, ALSO BEING PARTIALLY ALONG THE WESTERLY BOUNDARY OF JUMP CREEK SUBDIVISION NO. 3, AS SHOWN IN BOOK 119 OF PLATS ON PAGES 18415 THROUGH 18419, RECORDS OF ADA COUNTY, IDAHO, S 0°36'34"W (FORMERLY S 0°36'01"W)A DISTANCE OF 361.84 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT MARKING THE NORTHEAST CORNER OF THE NW '/4 OF THE SE '/4 OF SAID SECTION 28; THENCE ALONG THE EASTERLY BOUNDARY OF SAID NW '/4 OF THE SE '/4 AND THE WESTERLY BOUNDARY OF SAID JUMP CREEK SUBDIVISION NO. 3 S 0°37'35"W A DISTANCE OF 165.11 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT MARKING THE NORTHEASTERLY CORNER OF THE OAKS NORTH SUBDIVISION NO. 3 AS SHOWN IN BOOK 118 OF PLATS ON PAGES 18072 THROUGH 18075, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 3 THE FOLLOWING COURSES AND DISTANCES: THENCE N 89°29'26"W A DISTANCE OF 132.64 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT; THENCE S 75°33'47" W A DISTANCE OF 47.00 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT; THENCE S 14°26'13" E A DISTANCE OF 14.00 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT; CERTIFICATE OF SURVEYOR THENCE S 75°33'47" W A DISTANCE OF 396.50 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT MARKING THE SOUTHEASTERLY CORNER OF SAID I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND THE OAKS NORTH SUBDIVISION NO. 6; SURVEYOR IN THE 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 THENCE LEAVING THE BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 3 AND ALONG THE EASTERLY BOUNDARY OF SAID THE OAKS NORTH DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN SUBDIVISION NO. 6 THE FOLLOWING COURSES AND DISTANCES: CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE N 14'26'13"W A DISTANCE OF 178.50 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT; �,t�p,L LA/VD THENCE S 75°33'47" W A DISTANCE OF 44.74 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT; 5G1STeb G,P� THENCE N 14'26'13"W A DISTANCE OF 111.51 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT; CLINTON W. HANSEN a 1 1 1 18 THENCE N 10°56'29"W A DISTANCE OF 85.01 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT MARKING THE NORTHEASTERLY CORNER OF SAID PLS 11118 On �0 _ THE OAKS NORTH SUBDIVISION NO. 6, SAID POINT ALSO BEING THE SOUTHEASTERLY CORNER OF SAID THE OAKS NORTH SUBDIVISION NO. 9; 91F OF THENCE LEAVING THE BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 6 AND ALONG THE EASTERLY BOUNDARY OF SAID THE OAKS NORTH TON W NP- SUBDIVISION NO. 9 THE FOLLOWING COURSES AND DISTANCES: THENCE N 0°43'58" E A DISTANCE OF 270.00 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT; THENCE N 12°22'23" E A DISTANCE OF 170.50 FEET TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 9.99 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 BY SUSAN STANLEY, DIVISION PRESIDENT `?oll Brothers L!;n!jr? 101ufions� AMERICANS LUXURY HOME BUILDER® Land Surveying and Consulting 231 E. 5TH STREET, MERIDIAN ID 83642 (208)288-2040 www.landsolutions.biz JOB NO. 18-35 SHEET 2 OF 3 THE OAKS NORTH SUBDIVISION NO . 11 BOOK , PAGE 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 PLATS AND SURVEYS. SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. ADA COUNTY SURVEYOR CENTRAL DISTRICT HEALTH, 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. APPROVAL OF CITY COUNCIL THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. 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 - MERIDIAN, IDAHO \O�p,L LA NVS GPLt^APPROVAL OF ADA COUNTY HIGHWAY DISTRICT CLINTON W. HANSEN a 1 1 1180 0 THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY PLS 11118 N DISTRICT COMMISSIONERS ON THE DAY OF , 20 A_. n� OP�2 OF � �5 ON W. NP PRESIDENT, ADA COUNTY HIGHWAY DISTRICT `?oll Brothers � , J Jc 0I Ut 161 ions: AMERICANS LUXURY HOME BUILDER® Land Surveying and Consulting 231 E. 5TH STREET, MERIDIAN ID 83642 (208)288-2040 www.landsolutions.biz JOB NO. 18-35 SHEET 3 OF 3 THE OAKS NORTH SUBDIVISION NO. 11 BOOK PAGE LOCATED IN THE SW 1 /4 OF THE NE 1 /4 AND THE NW 1 /4 OF THE SE 1 /4 OF SECTION 28, T4N, R1W, BM MERIDIAN, ADA COUNTY, IDAHO LEGEND 2021 ® FOUND ALUMINUM CAP MONUMENT FOUND BRASS CAP MONUMENT W. C_HINDEN_BLVD. FOUND 1/2" REBAR WITH PLS 11118 E 1/16 PLASTIC CAP, OR AS NOTED CP&F INST. NO. FOUND 5/8" REBAR WITH PLS 11118 2020-051997 ® PLASTIC CAP, OR AS NOTED SET 1/2" REBAR WITH PLS 11118 1 Q PLASTIC CAP of ® SET 5/8" REBAR WITH PLS 11118 LS 3627 POINT OF PLASTIC CAP S7758'14 E BEGINNING O ' B67.33= g 31 -- 18 -- LOT NUMBER � UNPLATTED MI SECTION LINE � LINE TABLE I I I I 'n F55.12' CENTER LINE PUBLIC UTILITY, PRESSURE IRRIGATION LINE # LENGTH DIRECTION I ' I 1ez.63'_ S��38'14 E I AND LOT DRAINAGE EASEMENT LINE, - 1/Jl 7 67�.8�' SEE NOTES 1 &2 L1 23.50' S41'21'47" I _rW N \\ 5.00' ACHD PERMANENT SIDEWALK M y 2,.�\� 17 1 1 I ACHD TEMPORARY EASEMENT L2 23.50' S75'33'47°W .� m.. a+ 0 1�75.0 1. N �i 18 !�a 01 1�75 NSTR. ND. - --- ------------- EASEMENT LINE PER L3 23.50' S75'33'47"W N `�� - 14836 sf "' 0 �d 00' / I N /m 16 g}y \ h 19 / �72.42' / / 0' 50' 100' 200' INSTRUMENT NO. L4 23.50' N14'26'13"W I ,� \ z\ \ 9713 ss /� O h ©0 5 F 76.5z• LS 7729 "« - - OTHER EASEMENT LINE AS NOTED _ SUBDIVISION BOUNDARY LINE co Z P9863 sf 9713 sf L 0 LS 23.50' N1426'13"W - rn \\ N �^ o"� 21 `t �". © SCALE: 1"=100' 1`^ 9645 sf cV �� ro pp a - L6 28.28' S30'33'47"W C3 I � 7 �Ctt- c10.6- I l 70293 sf `� �_ �0 N o LOT LINE Z N6: `�' 8 66'- 8237 sf r> 0 15113 sf Q L7 28.28' N59'26'13'W ,,, 03s 3 c1ti j5:00''I BLOCK 26 �� z /� ADJACENT PROPERTY LINE °° O lye ✓i �� _ iq 1.77_- J _ 5' Z L8 27.70' SO'36'34"W `n1 m of 15 i'S K! R C9-- -'GB-j.-- J C6, m O / a O o �/ G 5775g•14••- _ NER Q C7--50.72'- 21.25- m / L9 31.90' SO'34'39"W of (n p 11751 sf 9- OR, / z Vl O 75' �' G`L' _102.30' _ - C4 S89'_21'07"E 05 00 CITY OF MERIDIAN SANITARY L10 91.00' N14'26'13"W r 2 W I� f/ - - 3 ~ U N L 126.50 F-1'-C30-_ -�71.97�- / SEWER AND WATER EASEMENT L11 109.31' N8929'26"W cr Q 11 --C - 3 i- a0 w _ L12 6.62' NO'37'35"E I S Z d W N897602"W "� �- 5y C32--- C33-55.75'- 16.22'-C34 �� NOTES Z o 14 �o �nlw ^�� 14661 sf g 12 a� } J O M ap 13 w wy M L13 24.6T N89'22'25"W 3 Y I n 9487 sf '� `�Im ^ 10 f M h O 'o^ 14 w 15 16 1-EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES,OAKS HOMEOWNERS "y' z �15 144.16' w 10720 sf 9024 sf - �� P� 2 -r'i v�i, 8647 sf '� \ ASSOCIATION INC. PRESSURE IRRIGATION,AND LOT DRAINAGE OVER THE FIFTEEN(15)FEET ADJACENT TO ANY PUBLIC U O I 14 L 126_50 1 J c� �_8498 s/ �. 8364 sf `� 3 \ `:", r "" - c 3 STREET.THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO N89'i6'02"W � � _ � of � �� m W O Z T N897602"W 7? 5' z. o z \ EACH LOT. o SEE NOTE 77 I'M O z icO �n 10 0 o N89'28'OS"W CD in 13 n 1 o z �75.00'-J 5 t M 2- UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT 9908 sf �� m. 12609 sf 6g' 75.00' 75.00' 75.00' C)0 7/" FOR PUBLIC UTILITIES, OAKS HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION AND LOT DRAINAGE OVER THE FIVE(5) BLOCK 26 c`�il _j g3 P5.02' 49.98'- 62.40' r -162.60'- p��-.�M FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE,AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR �1396�/ 1500 `50. jt \ �. BLOCK 21 5'w� I N89'21'07"W �/ N O pOD SUBDIVISION BOUNDARY. z $83'I231"W�7.j G 1 1 9150' �61S 41 E Oj \ © ^I �- 14415 sf // m Z 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF m 1 \ a Z THE RESUBDIVISON. p 12 \�, N� O �,\ _ 10669 sf of 5 6`� / o O_ V � a 10419 sf /iz Q A/ p o�, 9476 sf 8'J�1 J O P0496 sf `r ,�r..++ a �`� lO� N 4-THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED IRRIGATION SYSTEM, TO BE 0 4� r'•' y.� Vz �/ ,10 S C OWNED AND MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC. IN COMPLIANCE WITH IDAHO CODE SECTION OLCTPI �i. / - -� N o 13 r 11 127d5 sf mA. w \ �' s" �5 / CE 1/i6 p 31-3805 1 C 1/4 W \ v` , �-4 C23- -� / LS 7729 m O(b).ALL LOTS WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. FOUND 2.5" PIPE ° Sj6•j553' 1 �. \ m _ �96 -C2 " C / 75981 sf O CCD 5- BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE I '��� it 6,\% 1;P w� _ 68j4 zz`�l O N Q ZONING REGULATIONS OF THE CITY OF MERIDIAN. CP&F INST. NO. p .o.�,t C25 \ 201 5-01 41 05 O Z 10430 sf o. N\a? I �501 Cl yh 4 LO ]C wj 6- MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT O -P � °�'!�; 1 gd' SZ• C17 C35 cV °p W 0)J < OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY. 1 v N 1So, 1� McPWRi �� z � /\ N S• •3341 'm 10 i 1 C) W % l4 0�"-- p cal S89'29'26"E 3 U ��n 7- BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED NORMAL HIGH / O N ,ws 34,5 50'�O 5053%"� 259 p0,�,, 60� 1 10 G�'ry 133.96' Y o - GROUNDWATER ELEVATION. \ \ 045 ,-11�. 2 - �500': �,5/O �1 Z O \I� r\ 3 a ^ m 8-THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM,WHICH STATES THAT NO AGRICULTURAL i v' 6' 8 \ \'>, o o: �'o\ 'P O M OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY N .o o� co 10371 sf ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN 110. _15.00:� 0 A� - �n�'�o �.��- w L13 p z ,p �CID _ 00'� Z 9863 sf �\ c� 3 Lll to OPERATION FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE G J,N !(� © \ \� \ o„ \� 9806 sf 11 �2 , „ TIME IT BEGAN OR WAS CONSTRUCTED PROVIDED THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A � O �� 6) O \ �\ 9862 sf o m; o\ 2�50' 2 N89'29 26 W hI T NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION,AGRICULTURAL N 1 .p w Wg \J 9862 sf a rA, \ \�6500 829 sf 132.64� '� �/ FACILITY OR EXPANSION THEREOF. 0 \ JY !L 11178 sf $\\ 5 \ \ B,�O?J 39 50°, /S14.2613 E S75'33�47"W I 9- LOT 10, BLOCK 16; LOTS 2 AND 16, BLOCK 21;AND LOTS 10 AND 23, BLOCK 26 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC. ��500� w 6' 14.00' 7.00 10-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF MERIDIAN RECORDED \ \ \ I AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. z \i 65A0 �5�533 4l W. ��N���A DR / 11- LOT 16, BLOCK 21 AND A PORTION OF LOT 15 BLOCK 21 AS SHOWN HEREON ARE SERVIENT TO AND CONTAIN THE ADA COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY THAT CERTAIN FIRST �I i AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON NOVEMBER 10,2015,AS INSTRUMENT F- / THE OAKS NORTH SUBD. N0. 3 I NUMBER 2015-103256,OFFICIAL RECORDS OF ADA COUNTY,AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH i BOOK 118, PAGES 18072-18075 / QQ IN FULL(THE"MASTER EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO OI �IT- / K THE ADA COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE.THE MASTER EASEMENT IS FOR THE \\ OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. pl \ / I I / I Y I 12-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE AGREEMENT RECORDED YYY U�I AS INSTRUMENT NO. RECORDS OF ADA COUNTY, IDAHO. Z 13- DIRECT LOT OR PARCEL ACCESS TO W.GONDOLA DRIVE IS PROHIBITED. 29 2B 1/4 =I 14-THIS SUBDIVISION WILL BE ANNEXED INTO THE OAKS HOMEOWNERS ASSOCIATION AND SHALL BE SUBJECT TO THE CC&R BASIS OF BEARING 28 w MILL(� RQ� DOCUMENTSAS RECORDED IN INSTRUMENT NO. 2015-035955ANDAS SUBSEQUENTLY AMENDED. cM 28 27 32 33 N8_9'i6'58"W 2635.25' 33 _ -__ - --- - - S89'16'45"E 2635.54' - --- - --- - -------- CP&F INST. NO. CP&F INST. NO. 33 34 2020-020779 2020-002037 CP&F INST. NO. 2015-079245 CURVE TABLE l LA/y CURVE # LENGTH RADIUS DELTA BEARING CHORD CURVE # LENGTH RADIUS DELTA BEARING CHORD CURVE # LENGTH RADIUS DELTA BEARING CHORD C1 61.37' 50.00' 7019'47" N69'16'19"W 57.59' C13 41.77' 83.50' 28'39'49" S15'03'53"W 41.34' C25 15.75' 73.50' 1216'51" S86'35'24"W 15.72' C2 132.38' 500.00' 151O'11" S6'51'07"E 131.99' C14 68.75' 523.50' 7'31'27" S3'01'46"E 68.70' C26 6.27' 73.50' 4*53'11" S78'00'23"W 6.27' O O CLINTON W. HANSEN /// C3 106.08' 60.00' 10117'48" S51'22'52"W 92.79' C15 64.85' 523.50' 7'05'54" S10'20'26"E 64.81' C27 30.84' 476.50' 3'42'29" S12'34'58"E 30.83' 9L 11��81 ? SURVEY NARRATIVE C4 198.64' 1000.00' 11'22'52" S83'39'41"E 198.31' C16 5.00' 523.50' 0'32'50" S14'09'48"E 5.00' C28 95.32' 476.50' 11'27'42" S4'59'53"E 95.16' PLS 11118 0 N�(_A_011 Z lrO THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED C5 62.80' 100.00' 35'59'00" N72'39'23"E 61.78' C17 15.94' 26.50' 34'28'28" N87'11'59"W 15.71' C29 64.53' 36.50' 10117'48" S51'22'52"W 56.45' `��•rf OF FROM SURVEYED TIES TO CONTROLLING SECTION C6 66.96' 76.50' 50'09'11" N65'34'18"E 64.85' C18 25.68' 26.50' 55'31'32" N42'11'59"W 24.69' C30 33.27' 1023.50' 1'51'45" S7854'07"E 33.27' DN W• CORNER MONUMENTATION, THE PLATTED SUBDIVISION NP BOUNDARY OF THE OAKS NORTH SUBDIVISION NO.3,THE C7 24.28' 976.50' 1'25'29" S88'38'22"E 24.28' C19 18.45' 20.50' 51'34'47" S11'21'10"W 17.84' C31 75.65' 1023.50' 414'06" S81'57'03"E 75.64' OAKS NORTH SUBDIVISION NO. 6, THE OAKS NORTH SUBDIVISION NO. 9, JUMP CREEK SUBDIVISION NO.3, C8 96.40' 976.50' 5'39'22" S85'05'57"E 96.36' C20 17.49' 55.00' 18*13'21" N28'01'53"E 17.42' C32 75.14' 1023.50' 412'22" S86'10'17"E 75.12' INFORMATION6715,6FROM RECORD OF SURVEY NUMBERS 5362, C9 73.30' 976.50' 4'18'02" S80'07'15"E 73.28' C21 46.00' 55.00' 47'54'54" N5'02'14"W 44.67' C33 19.25' 1023.50' 1'04'39" 588'48'47"E 19.25' `1'0ll Brothers ��� O��.It�01'1S 6547, RD. HE S RVE 8989,DAND CURRENT DEEDS OF RECORD. THE SURVEYED MONUMENTATION AND C10 6.34' 83.50' 4'21'09" N80'08'49"W 6.34' C22 52.60' 55.00' 54'47'29" N56'23'25"W 50.61' C34 61.25' 123.50' 28'25'05" N76'26'21"E 60.63' CONTROLLING BOUNDARIES FIT THE RECORDS WELL AND C11 49.65' 83.50' 34'04'16" S80'38'29"W 48.93' C23 34.07' 55.00' 35'29'27" S78'28'07"W 33.53' C35 17.17' 50.00' 19'40'13" N2476'19"W 17.08' AMERICA'S LUXURY HOME BUILDER® Land Surveying and Consulting WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS 231 E.5TH STREET, MERIDIAN ID 83642 SUBDIVISION SHOWN HEREON. C12 49.85' 83.50' 3412'33" S46'30'04"W 49.12' C24 11.45' 20.50' 32'00'26" N76'43'37"E 11.30' (208)288-2040 www.landsolutions.biz JOB NO. 18-35 SHEET 1 OF 3 THE OAKS NORTH SUBDIVISION NO. 11 BOOK PAGE CERTIFICATE OF OWNERS ACKNOWLEDGMENT KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED BELOW IN ADA COUNTY, STATE OF IDAHO IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF THE OAKS NORTH SUBDIVISION NO. 11; COUNTY OF ADA S.S. A PARCEL LOCATED IN THE SW %OF THE NE '% AND THE NW%OF THE SE %OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ON THIS DAY OF 20 , BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: AND FOR SAID STATE PERSONALLY APPEARED SUSAN STANLEY, KNOWN TO ME TO BE THE DIVISION PRESIDENT OF TOLL SOUTHWEST LLC, A DELAWARE LIMITED LIABILITY COMPANY, WHO SUBSCRIBED COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE SOUTHWEST CORNER OF THE SE '% (S '% CORNER) OF SAID SECTION 28, FROM WHICH A SAID LIMITED LLIABILITY COMPANY'S NAME TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED BRASS CAP MONUMENT MARKING THE SOUTHWEST CORNER OF SAID SECTION 28 BEARS N 89016'58" W A DISTANCE OF 2635.25 FEET, TO ME THAT SHE EXECUTED THE SAME IN SAID LIABILITY COMPANY'S NAME. THENCE N 004341" E ALONG THE WEST BOUNDARY OF SAID SE '%A DISTANCE OF 2634.11 FEET TO A 2.5 INCH DIAMETER IRON PIPE MONUMENT MARKING IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY THE NORTHWEST CORNER OF SAID SE '% (CENTER %CORNER) OF SAID SECTION 28, THE SOUTHEAST CORNER OF PEREGRINE HEIGHTS SUBDIVISION, AS AND YEAR IN THIS CERTIFICATE FIRST ABOVE WRITTEN. SHOWN IN BOOK 68 OF PLATS ON PAGES 7026 THROUGH 7027, AND A POINT ON NORTHERLY BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 6, AS SHOWN IN BOOK 120 OF PLATS ON PAGES 18759 THROUGH 18762, RECORDS OF ADA COUNTY, IDAHO, MY COMMISSION EXPIRES THENCE N 004358" E ALONG THE WEST BOUNDARY OF THE SW%OF THE NE %OF SAID SECTION 28, THE EASTERLY BOUNDARY OF SAID PEREGRINE HEIGHTS SUBDIVISION, ALSO BEING PARTIALLY ALONG SAID NORTHERLY BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 6 AND THE WESTERLY RESIDING AT BOUNDARY OF THE OAKS NORTH SUBDIVISION NO. 9, AS SHOWN IN BOOK OF PLATS ON PAGES , RECORDS OF ADA COUNTY, IDAHO A DISTANCE OF 625.86 FEET TO A 5/8 INCH DIAMETER IRON PIN MARKING THE NORTHWESTERLY CORNER OF SAID THE OAKS NORTH SUBDIVISION NO. 9; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 9 S 7705814" E A DISTANCE OF 667.33 FEET TO A 5/8 INCH NOTARY PUBLIC FOR THE STATE OF IDAHO DIAMETER IRON PIN MONUMENT MARKING THE NORTHEASTERLY CORNER OF SAID THE OAKS NORTH SUBDIVISION NO. 9 AND THE POINT OF BEGINNING, THENCE LEAVING SAID SUBDIVISION BOUNDARY AND CONTINUING S 7705814" E A DISTANCE OF 670.81 FEET TO A POINT ON THE EASTERLY BOUNDARY OF SAID SW%OF THE NE %, THENCE ALONG SAID EASTERLY BOUNDARY, ALSO BEING PARTIALLY ALONG THE WESTERLY BOUNDARY OF JUMP CREEK SUBDIVISION NO. 3, AS SHOWN IN BOOK 119 OF PLATS ON PAGES 18415 THROUGH 18419, RECORDS OF ADA COUNTY, IDAHO, S 0036-34" W(FORMERLY S 0036'01"W) A DISTANCE OF 361.84 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT MARKING THE NORTHEAST CORNER OF THE NW%OF THE SE %OF SAID SECTION 28, THENCE ALONG THE EASTERLY BOUNDARY OF SAID NW %OF THE SE %AND THE WESTERLY BOUNDARY OF SAID JUMP CREEK SUBDIVISION NO. 3 S 0037'35" W A DISTANCE OF 165.11 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT MARKING THE NORTHEASTERLY CORNER OF THE OAKS NORTH SUBDIVISION NO. 3 AS SHOWN IN BOOK 118 OF PLATS ON PAGES 18072 THROUGH 18075, RECORDS OF ADA COUNTY, IDAHO, THENCE ALONG THE NORTHERLY BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 3 THE FOLLOWING COURSES AND DISTANCES: THENCE N 89029'26" W A DISTANCE OF 132.64 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT, THENCE S 75033'47" W A DISTANCE OF 47.00 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT, THENCE S 14026'13" E A DISTANCE OF 14.00 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT; CERTIFICATE OF SURVEYOR THENCE S 75033'47" W A DISTANCE OF 396.50 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT MARKING THE SOUTHEASTERLY CORNER OF SAID I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND THE OAKS NORTH SUBDIVISION NO. 6; SURVEYOR IN THE 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 THENCE LEAVING THE BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 3 AND ALONG THE EASTERLY BOUNDARY OF SAID THE OAKS NORTH DIRECT SUPERVISION AND ACCURATELY REPRESENTS THE POINTS PLATTED THEREON, AND IS IN SUBDIVISION NO. 6 THE FOLLOWING COURSES AND DISTANCES: CONFORMITY WITH THE STATE OF IDAHO CODE RELATING TO PLATS AND SURVEYS. THENCE N 1402613" W A DISTANCE OF 178.50 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT; LLANO THENCE S 75033'47" W A DISTANCE OF 44.74 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT, 0% T y�L O THENCE N 14026'13" WA DISTANCE OF 111.51 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT, CLINTON W. HANSEN a 1 kol 0 THENCE N 10°56'29" WA DISTANCE OF 85.01 FEET TO A 5/8 INCH DIAMETER IRONPIN MONUMENT MARKING THE NORTHEASTERLY CORNER OF SAID PLS 11118Q21 r0 THE OAKS NORTH SUBDIVISION NO. 6, SAID POINT ALSO BEING THE SOUTHEASTERLY CORNER OF SAID THE OAKS NORTH SUBDIVISION NO. 9; �� Tf OF THENCE LEAVING THE BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 6 AND ALONG THE EASTERLY BOUNDARY OF SAID THE OAKS NORTH O�y W.%A SUBDIVISION NO. 9 THE FOLLOWING COURSES AND DISTANCES: THENCE N 004358" E A DISTANCE OF 270.00 FEET TO A 5/8 INCH DIAMETER IRON PIN MONUMENT, THENCE N 12022'23" E A DISTANCE OF 170.50 FEET TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 9.99 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 120 TOLL SOUTHWEST LLC, A DELAWARE LIMITED LIABILITY COMPANY BY SUSAN STANLEY, DIVISION PRESIDENT `1-oll Brothers Ea tions AMERICA'S LUXURY HOME BUILDER® Land Surveying and Consulting 231 E.5TH STREET, MERIDIAN ID 83642 (208)288-2040 www.landsolutions.biz JOB NO. 18-35 SHEET 2 OF 3 Issue Description Date ISSUE 5-15-21 STREET NAME 5-25-21 LOT LINE REV. 6-10-21 OF C. 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SHERYL DRIVE, SUITE 100 MERIDIAN, IDAHO 83642 Phone (208) 424-0020 L ■ 0 Fax (208) 424-0030 NORTH KEY MAP : NOT TO SCALE 1 of 5 Sheets Issue Description Date ISSUE 5-15-21 STREET NAME 5-25-21 LOT L I NE REV. 6-10-21 FLAN 5CHEr%LEE `���` �• Der 4"PI x lI \ S 4 _ (REFERENCE HT L I.3) Top I SYM COMMON NAME _ _ TOP_ SHADE TREES (GLASS III) i 6535 _ Top °' I RO RED OAKi fit IS III SHADE/STREET TREES (GLASS 1 U to \ 1.L T AB AUTUMN BLAZE MAPLE I \ 6 HT SOLID / �TO� TT CRIMSON L UNSET MAPLE E VINYL FENCE SEE DTL 4, - _ ORNAMENTAL TREES (GLASS 1) \ SHT L I.3 TYP — — — ` AM AMUR MAPLE \ � / U x � RR ROYAL RAINDROPS CRABAPPLE SHRUBS/ORNAMENTAL 6RA55E5/PERENNIAL5 \ ' ' ° � BE BLACK EYED SUSAN a / �� -Toes 5-OF BL BLACK LAGS ELDERBERRY 17 / — - - -� ,-MS GM WALKERS LOW CATMINT 14,83s sQ Fr � �\ - \ JENSENBELTS I \ I I I I-M6 GR RED FLOWER CARPET ROSE ASSOCIATES '\I / 4-IH—__� - ____ DF DWARF FOUNTAIN GRASS' / I I I �— ' FY MEADOWLARK FORSYTHIA 9,713 SQ FT 4' H I I I T SOLID IH IVORY HALO DOGWOOD Site Planning \ I I VINYL FENCE � -_ __ KF KARL FOERSTER REED GRASS Landscape Architecture / 16 \ I ' 19 I I SEE DTL 4, �DF _ MS MERLOT SWEETSPIRE 19,863 SQ FT / ' 9,712 SQ FT / SHT L1.3 (TYP) M6 MAIDEN GRASS 1509 Tyrell Lane, Ste 130 _FY 7-GM 1 � SM SLOWMOUND MU6 Boise, Idaho 8 0 PINE 5-5M _ 3706 20 \ _ ® I-AM SW SUMMER WINE NINEBARK Ph. (208) 343-7 7 1 5 9,645 SQ FT I-MO 446— — - - � 0 LAWN www.jensenbelts.com 21 7 — 10,293 SQ FT 4-IH (TYP) 22 I-RR i / 8,237 SQ FT 6-GR ® 3c LAWN \ / 2—RO 15,1 3 SQ EI � I W \ 8"W ---------- 1 6' VINYL FENCE ALONG PROPERTY PERIMETER I \ - ---- ------- I— to N ----- SIDE YARDS (TYP). Ate- A i �� w v 1 SEE DTL 4, SHT L 1.3 4' VINYL FENCE ADJACENT TO COMMON 15 8„W Z - - O Ss„g — OPEN SPACES (TYP). Y 11,751 SQ FT _ 8»W f1n SEE DTL 4, SHT LI.3 �� ss Ld VISION ss g — --8- _ a W TiR1 AN61..E — -- _ ---------- -- — — — — I. REFER TO SHT L 1.3 FOR PLANT SGHEDULE, X— LANDSCAPE NOTES, AND DETAILS. O W - 11 � - � 14,ss1 SQ Fr ' 1� 2. 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SHERYL DRIVE, SUITE 100 Z y i Sheet Number MERIDIAN, IDAHO 83642 i \\ NORTH Phone (208) 424-0020 L01 30' 60' 90' � - T H �HASk 3 SCALE I" = 30' 2 of 5 Sheets Issue Description Date ISSUE 5-15-21 STREET NAME 5-25-21 LOT L I NE REV. 6-10-21 FL.ANT 5CHEI-;�JLE C. E (REFERENGE SHT L 1.3) SYM COMMON NAME SHADE TREES (GLASS III) r 65354 RO RED OAK �•/�r�fl�5yy**��� SHADE/STREET TREES (GLASS 11) ►1►�1�1111►1 AB AUTUMN BLAZE MAPLE - - - 6-pqC� GS CRIMSON SUNSET MAPLE TT TULIP TREE \`\ '`•1 ' 7 / ORNAMENTAL TREES (GLASS 1) ' I I / / AM AMUR MAPLE � •z GHL� \ \ \ I I a RR ROYAL RAINDROPS GRABAPPLE MAC � 1 I � � \ \ ' N` \ \ \ I SHRUBS/ORNAMENTAL GRASSES/PERENNIALS 6100 G \ 6 I 5 BE BLACK EYED SUSAN \ \ \ \ 10,669 IQ FT 1 ' ' \ I 14,412 IQ FT / / BL BLACK LAGS ELDERBERRY JENSENBELTS GM WALKER'S LOW CATMINT 7 \ I / GR RED FLOWER CARPET ROSE ASSOCIATES \ \ 1o,41s IQ FT I I a DF DWARF FOUNTAIN GRASS cl� i\ \ \ \ \ \ \ I I / / FY MEADOWLARK FORSYTHIA \ 8 \ \ _\ / / IH IVORY HALO DOGWOOD Site Planning 10,496 IQ FT —__ � KF KARL FOERSTER REED GRASS Landscape Architecture / \ \ \ \_ / MS MERLOT SWEETSPIRE M6 MAIDEN GRASS 1509 Tyrell Lane, Ste 130 + i 9 - Boise, \ 12,735 IQ FT \ "-" O SM SLOWMOUND MU60 PINE ® � "" � Ph. (208)h3483�065 2-AB \ � \ - ' `� � � � � SW SUMMER WINE NINEBARK www.jensenbelts.com _ 2-A o • + (h\ \ fl Q LAWN B \ 10430 S FT VISION / \ —� - d w \ 4 Q 3-GR TRIANGLE p 4 '� a'w , 15,981 IQ FT 6+J � I �/INYL FENCE ALONG -BL I-MS \ (TYP) / fl s"w\ j 8 PROPERTY PERIMETER I \ c° 8-GM 2-MG 3-IH g"W I 6 HT SOLID L SIDE YARDS (TYP). 3-IH �" � � � � D >� \ � , � -�- " VINYL FENCE SEE DTL 4, SHT L 1.3 ®3- 5-DF •" - Q SEE DTL 4, F 3-IH SHT L1.3 (TYP) 4' VINYL FENCE 4-G LAWN C\``_, ", �, ADJACENT TO COMMON M — — (TYP) i " Q Z —_ — — — OPEN SPACES (TYP). W SEE DTL 4 SHT L I.3 " Z L ®� / • / 3 0. w I-TTQ o Q — \ \ 5-BE \ RELOGATE10,371 Q IT 1F 1. REFER TO SHT L 1.3 FOR PLANT SGHEDULE, ■ 8-TT ' Q \ \ \ 5 KF 14 c EXISTING FENCE I 01 LANDSCAPE NOTES, AND DETAILS. 1 1 �\ 0 W 9 I-MS—\— LAWN (TYP) O �• / \ \ \ \ 9,806 IQ FT 5-BE . IOLTT EX. CONC. 2. REFER TO SHT LIA FOR LANDSCAPE Z O \ \ I—MS \ o \ PLANTING PAD SPEGIFIGATION AND IRRI6ATION = Q 3—GM BED MULCH EX. T sFORM PERFORMANGE SPEC I F I GATI ON. vA 8 Q V\ \ 9,862 IQ FT O C I-MS \ by 829 SQ FT \ 7 \ \ \ \ o\ o 3-KF \d„ BLOCK 22 w 9,862 IQ FT \ hSW , , O NO \ 9,863 IQ FT B"\N .nl \ \ F- \ 11,177 IQ FT W \ \ 000 d� 00 � Nb, �eoN? J Z Job Number 2109 KEY MAP Drawn Checked JJN KCS Scale AS SHOWN ?` l" i I �� >• L I;I , i I i A I Z I \\\\�/• � I—J --__Jl:l___ III it i Sheet Title i Y = J 1 II �- , I LANDSCAPE �____J ----- i i o \--- JI,�_ PLAN i � � i I ---- ''I 1 _,. _=_ F_____ \' — ?\ \\ \\ i /I .6 I DEVELOPER t i TOLL BROTHERS, LLC O W 3103 W. SHERYL DRIVE, SUITE 100 Z" y i Sheet Number MERIDIAN, IDAHO 83642 NORTH Phone (208) 424-0020 '� Llm2 0' 30' 60' 90' � - T H CHASE 3 SCALE I" = 30' 3 of 5 Sheets Issue Description Date ISSUE 5-15-21 STREET NAME 5-25-21 LOT L I NE REV. 6-10-21 ��1L1<{1 f 1111f1 8' x 2" x 2" CEDAR STAKE, 2 PER TREE. I FL�ANT 5CHEI:%L�E y, ' SET STAKES PARALLEL TO PREVAILING POST GAP OFF WIND. SEGURE WITH RUBBER CINCH TIES. DO NOT PENETRATE ROOTBALL. 6 O.G. I Y2" x 5 Y2" RAIL �*����C. � SEE NOTE 3. SYM COMMON NAME BOTANICAL NAME SIZE -/8" x 13 _/8" PANELS ROOT GROWN TO BE I-2 SHADE TREES (GLASS III) � 4" ABOVE FINISH GRADE. RO RED OAK QUERGU5 RUBRA 2" GAL B$E, TRUNK FLARE MUST BE VISIBLE SHADE/STREET TREES (GLASS II) .6535 IN PLANTING BEDS: MULCH AS SPECIFIED. �11 AB AUTUMN BLAZE MAPLE AGER x FREEMANI I 'JEFFSRED' 2" GAL B$B �II� �I����►� 5'-0" MIN BRUSH AWAY FROM TRUNK. �t Q GS GRIMSON SUNSET MAPLE AGER TRUNGATUM 'CRIMSON SUNSET' 2" GAL B$B TT TULIP TREE LIRIODENDRON TULIPIFERA 2" GAL B$B FERTILIZER TABS AS SPEGIFIED p SNIP BASKET I � " " ORNrAMENTAMUR M ES LASS I) APLE AGER C21NNALA 'FLAME' 6-8' MULTI-STEM 2'-O" Mr I I — — TURN BACK BURLAP 1/3. 5 x 5 POST RR ROYAL RAINDROPS GRABAPPLE MALUS x 'JFS-KW5' 2" GAL B,$B = =I =I =Ir BAGKFILL W/ TOPSOIL MIX SHRUBS/ORNAMENTAL GRASSES/PERENNIALS AS 5PEG'O 4 TAMP LOOSELY BE BLACK EYED SUSAN RUOBEGKI A FUL61 DA 'GOMSSTRUM' 16AL IN 4 -6 LIFTS 2 x BALL DIA. BL BLACK LAGS ELDERBERRY SAMBUGUS NIORA 'EVA' 5 6AL GM WALKER'S LOW CATMINT NEPETA x FAASSENII 'WALKER'S LOW' 16AL FOOTING PER MF6 GR RED FLOWER GARPET ROSE ROSA 'FLOWER CARPET- NOARE' 3 5AL JENSENBELTS NOTES: RECOMMENDATIONS OF DWARF FOUNTAIN GRASS PENN15ETUM ALOPEGUROIDE5 'HAMELN' 2 6AL FY MEADOWLARK FORSYTHIA FORSYTHIA 'GOURTASOL' 5 6AL ASSOCIATES I. REMOVE ALL TWINE, ROPE, OR BINDINGS FROM ALL TRUNKS. IH IVORY HALO DOGWOOD GORNUS ALBA BAILHALO 5 6AL 2. REMOVE BURLAP AND WIRE BASKETS FROM THE TOP I/3 OF ALL ROOT BALLS AFTER NOT ES: KF KARL FOER5TER REED 6RA55 GALAMA&RO5T15 ARUNDINAGEA 'K.F.' 16AL PLANTING. IF 5YNTHETIG WRAP/BURLAP IS USED IT MUST BE COMPLETELY REMOVED. Site Planning I. FENCING TO MATCH EXISTING OAKS SUBDIVISION VINYL FENCING. MS MERLOT SWEETSPIRE ITEA VIR6INIGA 'MERLOT' S 6AL 3. STAKING OF TREES TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE CONTRACTOR IS M6 MAIDEN 6RA55 MI5GANTHU5 SINEN515 '6RAGILLIMU5' I GAL Landscape Architecture RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND REMAIN CONTRACTOR TO VERIFY STYLE TO MATCH. 2. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. 5M 5LOWMOUND MU60 PINE PINU5 MU60 '5LOWMOUND' 5 6AL STRAIGHT FOR A MIN OF I YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF 3. 6" WIDE ROCK MULCH MOW STRIP TO BE INSTALL AT SW SUMMER WINE NINEBARK PHY50GARPU5 OPULIFOLIU5 '5EWARD' 5 6AL 1509 Tyrell Lane, Ste 130 THE I YEAR WARRANTY PERIOD. Boise, Idaho 83706 4. TREES PLANTED IN TURF AREAS: REMOVE TURF 3' DIA. FROM TREE TRUNK. BASE OF FENCE ON COMMON LOT SIDE. Ph. (208) 343-7175 www.jensenbelts.com TREE PLANT I N6/STAK I N6 4 V I N"rL PR I VAGY FENGE 6 VINYL FENCE ALONG 4' VINYL FENCE PROPERTY PERIMETER I$ ADJAGENT TO COMMON NOT TO SCALE NOT TO SCALE LAWN SIDE YARDS (TYP). X OPEN AREA (TYP). SEE DTL 4, THIS SHT. SEE DTL 4, THIS SHT. i r Z MULCH AS SPECIFIED. T BRUSH AWAY FROM STEM. J ■ 0 W :III=III =_ TURN BACK BURLAP, TOP I/3 OF BALL. L.AN�5CAFE C.,ALCULAT10N5 NOTE5 =III= =III= KEEP GROUND LINE SAME AS NURSERY. Z O LOCATION REQUIRED PROVIDED = Q FERTILIZER TABS AS SPECIFIED =III — — — — — — - I. ALL PLANTING AREAS SHALL BE INSTALLED BE IN AGGORDANGE WITH CITY OF MERIDIAN CODE. I I=-I I I I—I I I— _ PARK/COMMON OPEN SPACE 22,625 SF / 8000 - 3 TREES 10 TREES 2. REFER TO THIS SHT FOR PLANT SGHEDULE, LANDSGAPE DETAILS, NOTES, I$ GALGULATIONS. Q PLANTING 501L AS PER SPECS. REFER TO SHT L1.4 - SPEG SECTION 32 c10 00 FOR LANDSGAPE WORK SPEGIFIGATION. NUMBER OF RESIDENTIAL LOTS: 50 3. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM. LINEAR FEET OF PARK STRIP: 2,420 LF REFER TO SHT L1.4 - SPEG SECTION 32 84 00 - IRRIGATION PERFORMANGE 5PEGIFIGATION. Z NOTE: DIG HOLE TWIGE THE SIZE OF ROOTBALL. 30 LOTS X 26' DRIVEWAY WIDTH: 780 LF z LINEAR FEET OF RESIDENTIAL PARK STRIPS MINUS DRIVEWAY WIDTHS: 1,640 LF 4. LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION. O Q� J 5. TREES SHALL NOT BE PLANTED WITHIN THE 10-GLEAR ZONE OF ALL STORM DRAIN PIPE, 5TRUGTURE5, Q OR FAGILITIE5. SEEPAGE BEDS MUST BE PROTEGTED FROM ANY AND ALL CONTAMINATION DURING RESIDENTIAL PARK STRIPS: 47 TREES 52 TREES THE GON5TRUGTION AND INSTALLATION OF THE LANDSGAPE IRRIGATION SYSTEM. M SHRUB FLANTI N6 1040 LF / 35' = 47 TREES REQUIRED L.L 2 6. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLE AT ALL INTERSEGTIONS. NO CONIFEROUS TREES W NOT TO SCALE OR SHRUBS OVER 3' HIGH AT MATURITY WILL BE LOCATED WITHIN 516HT TRIANGLE OR ROW. AS TREES J TOTAL NUMBER OF TREES: 50 TREES 62 TREES MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE GANOPIES TO MEET REQUIREMENTS FOR MAINTAINING GLEAR VISIBILITY WITHIN 40' STREET VISION TRIANGLE. 0. 7. TREES SHALL BE PLANTED NO CLOSER THAN 50 FROM STOP SIGNS. J 8. LANDSGAPE AND TREES IN FRONT OF BUILDIN6 LOTS ON INTERIOR STREETS TO BE GOMPLETED Q DURING GONSTRUGTION ON THESE LOTS. TREE LOCATIONS MAY BE ALTERED TO AGGOMMODATE O z DRIVEWAYS. TREES SHALL NOT BE PLANTED WITHIN 5' OF WATER METERS OR UNDERGROUND UTILITY LINES. U. ci. DUE TO PLANT MATERIAL AVAILABILITY, PLANT LIST IS SUBJECT TO SUBSTITUTIONS OF SIMILAR TURF 8' SPEGIES. BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT MULCH LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE GOMPLETELY REMOVED PER SPEC FROM TREES. 10. THERE ARE NO EXISTING TREES ON SITE. NO MITIGATION 15 REQUIRED. 4�16 1=1 II ' ' — Job Number 21 09 - �I=1 I IIIIIIIIIII�IIIIIII—I�1- ' I ,Illlilllllil���FINISH CUT GUT EDGE TOP SOIL Drawn Checked GRADE J J N K C S Scale AS SHOWN Sheet Title PLANTER GUT BED ED6E LANDSCAPE NOT TO SCALE DETAILS Sheet Number DEVELOPER TOLL BROTHERS, LLC Llm3 3103 W. SHERYL DRIVE, SUITE 100 MERIDIAN, IDAHO 83642 Phone (208) 424-0020 4 of 5 Sheets Issue Description Date SECTION 32 90 00- LANDSCAPE WORK SECTION 32 84 00-SPRINKLER IRRIGATION (PERFORMANCE) ISSUE 5-15-21 PART 1 -GENERAL PART 2- PRODUCTS PART 3- EXECUTION PART 1 -GENERAL STREET NAME 5-25-21 E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones.1.1 RELATED DOCUMENTS LOT LINE REV. 6-10-21 2.1 TOPSOIL 3.1 PREPARATION -GENERAL 1.1 CONDITIONS AND REQUIREMENTS: F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). A. If deemed usable, native topsoil shall be stockpiled for re-use in landscape work. Topsoil A. General Contractor shall be responsible for excavating planting areas to appropriate de the G. Filter: Netafim Model DF075-120, 3/4"filter; one per drip zone. A. Drawings and general provisions of Contract, including General and Supplementary P g p gp A. General and Supplementary Conditions, and Division 1 General Requirements. P P Conditions and Division 1 Specification Sections. shall be fertile, friable, natural loam, surface soil, reasonable free of subsoil, clay lumps, for placement of topsoil asspecified herein. H. Air Relief Valve: Netafim Model TLAVRV, brush, weeds, roots, stumps, stones larger than 1 inch in any dimension, and other B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations 1.2 SUMMARY extraneous or toxic matter harmful to plant growth. and outline areas and secure Architect's acceptance before start of planting work. Make 2.5 MISCELLANEOUS 1.2 SUMMARY p P g A. Work included: 1. Contractor shall send a minimum of three (3) representative topsoil samples for testing. minor adjustments as may be required. A. Chemicals: primer and solvent glue as required by pipe manufacturer. A. This Section includes provisions for the following items: See testing requirements below. Contractor is responsible for whatever soil additives are 1 y q 1. Provide and install a complete and operating automatic irrigation system for B. Valve box- high impact plastic, green in color. 1. Trees. all lawn and planting areas. recommended by the tests. Submit to Architect for approval. Compost will be added to 3.2 PREPARATION OF PLANTING SOIL C.Valve cover and frame-compatible with valve box with provision for locking. 2. Shrubs; Ground cover. 2. Connect to main water supply at existing site stubout as provided. «{Ifl1� 3. Lawns. other additives and added regardless of test results. A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous 3. Sleeving under paved areas (by others) D. Drainage backfill -clean gravel or crushed stone, graded from 3" maximum to r��� 4. Topsoil and Soil Amendments. B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that is materials harmful or toxic to plant growth. 4. Obtain and pay for all permits and fees for the work of this section. 3/4" minimum. �y�A fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, B. Mix specified compost and fertilizers with topsoil at rates specified. Delay mixing fertilizer if ti* C- E 5. Miscellaneous Landscape Elements. P p p P y g 5. Perform work on a design/construct basis, subject to the requirements of ti r weeds and other litter, and free of roots, stumps, stones larger than 1 inches in any lantin will not follow lacin of lantin soil in a few da s. PART 3- EXECUTION 1V 6. Initial maintenance of landscape materials. planting placing planting Y the Contract Documents, applicable codes, and good design practice. dimension, and other extraneous or toxic matter harmful to plant growth. B. Related Sections: The following sections contain requirements. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. 6. Winterization of system. 1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project Shrub Areas: 1/3 compost,ost, 2/3 to soil. 3.1 GENERAL 1. Underground sprinkler system is specified in Section 32 84 00. "Irrigation System." P P rz; site. Obtain topsoil only from naturally well-drained sites where topsoil occurs in a depth Fertilizer: Per soil test and manufacture's recommendations. A. Install system to provide for adequate protection against freeze damage. %I' � �� of not less than 4 inches. Do not obtain from bogs or marshes. 1.3 SUBMITTALS B. Installs stem in accordance with approved Contractor design drawings.All - - �� � 1.3 QUALITY ASSURANCE ° C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: y PP g g � ��{ � 2. Composition: Topsoil shall contain from 1 to 20/° organic matter as determined by the topsoil and mix thoroughly before lantin deviations from the plans must be approved, and clearly recorded on record drawing. r 6-�- � A. Subcontract landscape work to a single firm specializing in landscape work. P 9 Y planting. 1. Manufacturer's printed product information and catalog cut sheets for all p�'c•`� B. Source Quality Control: Investigation afionbRe Report No. 1.Chemical mumsisart particle size, 3/4bndchnwithDmaximum 3%il yretained system components; five copies. C elnstall system commendations.d components in strict accordance with manufacturer's �jf�� r'_ 1. General: Ship landscape materials with certificates of inspection required by governing g P P 3.3 PREPARATION FOR PLANTING LAWNS B. Shop Drawings: Submit shop drawings for underground irrigation system including +�1►���I{ ;1�� on 1/4-inch screen. A. After excavating and removing surface material to proper depth, loosen sub grade of lawn D. Install quick coupler(s)on main supply line, approximately equal spacing, at authorities. Comply with regulations applicable to landscape materials. g g P P P g plan layout and details illustrating location and type of head, type and size Other components shall conform to the following limits: areas to a minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in an valve box locations or intervals of approximately 200 feet, whichever is greater. 2. Do not make substitutions. If specified landscape material is not obtainable, submit proof P g Y of valve, piping circuits, circuit GPM, pipe size, controls, and accessories. pH 6.5 to 7.5 dimension. Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to Locate adjacent to paved surfaces, at valve boxes where practical. of non-availability to Architect, with proposal for use of equivalent material. Soluble Salts 600 ppm maximum p p C. Record Drawings:At completion of this work, submit to the Contractor: areas which will be planted promptly after preparation. 1. Record Drawings; 3. Analysis and Standards: Package standard products with manufacturer's certified Silt 25-50% reproducible and five prints. 3.2 SURFACE CONDITIONS analysis. For other materials, provide analysis b recognized laboratory made in 1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet 2. Operations and Maintenance information 2 copies), including: A. Examine the areas and conditions under which work will be performed. Notify accordance with methods established by the Association of Official Agriculture Chemists, y ° lines, grades, and elevations shown, after light rolling, addition of amendments, and a. Information including descriptive details, parts list, specifications, P Y Sand 20-50/o natural settlement. Place approximately 1/2 of total amount of topsoil required. Work Contractor of conditions detrimental to timely and proper completion of Section wherever applicable. pp y p q maintenance schedules and procedures for system components. 3. Contractor shall submit representative soil report on imported topsoil proposed for use for into to of loosened sub grade to create a transition layer and then lace remainder of work. Do not proceed until unsatisfactory conditions are corrected. 4. Trees, Shrubs and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, p g Y p b. Operation, adjustment of system and components instructions. approval. Report shall meet standards below. Contractor is responsible for whatever planting soil. Adds specified soil amendments as required and mix thoroughly into upper 4 B. Locate all underground utilities and structures and notify Architect of any size, genus, species, and variety shown and scheduled for work complying with p g P q g y PP c. Winterization procedures. soil additives are recommended by the test. Compost will be in addition to other inches of topsoil. conflict with Section work. Protect structures and utilities. Repair or recommendations and requirements of ANSI Z60.1 "American Standard for Nursery p d. Schedule indicating required open valve time to produce given precipitation Stock". Provide healthy, vigorous stock, grown in recognized nursery in accordance with additives and added regardless of test results. amounts and seasonal adjustments. replace said structures or utilities damaged by this work at no cost to the Owner. good horticultural practice and free of disease, insects, eggs, larvae,' and defects such 3.4 PREPARATION OF PLANTING BEDS e. Warranties and guarantees. C. Soil Testing A. Loosen sub grade of planting areas to a minimum depth of 6 inches using a culti-mulcher or 3.3 SLEEVING as knots, sun-scaMS, injuries, abrasions, or disfigurement. 9 P 9 P 9 f. Submit five copies. JENSENBELTS 1. Soil tests are required for this project(see above for requirements). Test shall be provided similar equipment. Remove stones measuring over 1 1/2 inches in an dimension. Remove A. Sleeving installed by others. Coordinate with other trades. 5. Label at least one tree and one shrub of each variety with attached waterproof tag withg y as follows: stocks, stones, rubbish, and other extraneous matter. legible designation of botanical and common name. 1.4 GUARANTEE ASSOCIATES a. Provide certified analysis at time of sample submitted (three samples imported B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and 3.4 TRENCHING AND BACKFILLING a. Where formal arrangements or consecutive order of trees or shrubs are shown, select p p g P q g A. Guarantee in writing all materials, equipment and workmanship furnished to be topsoil).Amend soils per chemist's recommendations and as herein specified unless elevations shown, after light rolling and natural settlement. Add 1 1/2 inches of specified A. Trenching and backfilling shall be per applicable ISPWC Section. stock for uniform height and spread. g g p free of all defects of workmanship and materials. Within one year after date of otherwise approved by Architect. compost over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place B. Cut trenches straight and without abrupt grade changes to allow the following 6. Inspection: The Architect may inspect trees and shrubs either at place of growth or at site P P g g Y PP P Substantial Completion repair or replace all defective parts or workmanship that Site Planning 2. Test shall include, but not limited to recommendations on chemical distributions, organic approximately 1/2 of total amount of planting soil required. Work into to of loosened minimum cover: before planting,for compliance with requirements for genus, species, variety, size, and pp Y P g q p may be found at no additional cost to Owner. Landscape Architecture contents, pH factors, and sieve analysis as necessary. Test#1 T by Western sub grade to create a transition layer, then lace remainder of the planting soil. 1. Main Lines and Sleeving: 18 inches. P quality. Architect retains right to further inspect trees and shrubs for size and condition of g Y P P g B. Fill and repair all depressions and replace all necessary lawn and planting which Laboratories (1-800-658-3858) is required. C. Apply Pre-Emergent per manufacturer's recommendation. 2. PVC Laterals: 12 inches. balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or pp Y g p result from the settlement of irrigation trenches for one year after date of 3. Contractor is responsible for whatever soil additives are recommended by the soil testing C. Surround lines with 2 inches of clean rock-free material on all sides. 1509 Tyrell Lane, Ste 130 defective material at any time during progress of work. Remove rejected trees or shrubs Substantial Completion. laboratory. Boise, Idaho 83706 immediately from project site. 3.5 PLANTING TREES AND SHRUBS C. Supply all manufacturer's printed guarantees. Ph. 208 343-7175 4. Contractor shall coordinate, obtain and pay for all soil tests. A. Set balled and burlapped (B&B)stock on layer of compacted planting soil mixture, plumb and 3.5 MISCELLANEOUS VALVES 5. If regenerative noxious weeds are present in the soil, remove all resultant growth in center of it or trench with to of ball at same elevation as adjacent finished landscape A. Install manual drain valves up stream. Install devise at mainline tap in accordance 1.4 SUBMITTALS P P 1 P 1.5 QUALITY ASSURANCE www.jensenbelts.com including roots throughout one-year period after acceptance of work, at no cost to Owner. grades. Remove burls from sides of balls; retain on bottoms. When set, lace additional with manufacturer requirements for complete operation. Install backflow provision A. General: Submit the following in accordance with Conditions of Contract and Division 1 g P P A. Contractor shall be licensed in the State in which this work is being performed. and connect to controller. Specification Sections. backfill around base and sides of ball, and work each layer to settle backfill and eliminate B. Contractor shall have at least two years prior experience in projects of equal 2.2 pH ADJUSTERS voids and air pockets. Place fertilizer tablets in excavated area per manufacture's written B. Plant and Material Certifications: P P or larger scope. Provide minimum of three references and list of similar A. When pH does not comply with this specification, commercial grade aluminum sulfate shall instructions. When excavation is approximately 2/3 full, water roughly before placing 3.6 CIRCUIT VALVES 1. Certificates of inspection as required by governmental authorities. PP Y 9 Y P 9 projects with owners' names, addresses, and phone numbers,when requested by be used to adjust soil pH. remainder of backfill. Repeat watering until no more is absorbed. Water again after placing A. Install in valve box, arranged for easy adjustment and removal. 2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. P g g p g Owner. 1. Provide union on downstream side. 3. Label data substantiating that plants, trees, shrubs and planting materials comply final layer of backfill. Remove all ties from around base of trunk. C. Contractor shall employ on site at all times a foreman who is thoroughly 2.3 SOIL AMENDMENTS B. Set container grown stock, as specified,for balled burlapped stock, except cut cans on 2 2. Adjust automatic control valves to provide flow rate of rated operating specified requirements. g p PP p experienced and competent in all phases of the work of this Section. A. Compost: Compost: "Cascade Compost"from Cloverdale Nursery(208)375-5262 and sides with an approved can cutter and remove can; remove bottoms of wooden boxes after pressure required for each sprinkler circuit. C. Mulch: Submit 1 gal bag of mulch sample for approval. NuSoil Compost(208)629-6912 or approved equal in equal amounts by volume. PP partial backfilling so as not to damage root balls. 1.6 SYSTEM DESCRIPTION B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It 3.7 PIPE INSTALLATION 1.5 DELIVERY, STORAGE AND HANDLING C. Dish top of backfill to allow for mulching. A. Design requirements: shall be free-flowing and packaged in new waterproof, non-overlaid bags clearly labeled as D. Mulch its, and planted areas. Provide not less than following thickness of mulch, and work ° ° A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust A. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod p p 9 1. Minimum water coverage: Planting areas-85/°, Lawn areas- 1 /° to weight, manufacturer, and content. Protect materials from deterioration during delivery into to of backfill and finish level with adjacent finish grades. blocks to be used at points of intersection and change of direction in main line against drying and breaking of rolled strips. p 1 9 2. Layout system to obtain optimum coverage using manufacturer's standard and while stored at site. 1. Provide 3 inches thickness of mulch. pipe as per manufacturer's recommended specifications. Install manual drains. B. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery heads. Spray on walks, walls or paved areas is not acceptable. 1. Commercial fertilizer"A"for trees and shrubs during planting; slow release Agriform E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide B. PVC pipe joints, solvent weMSed except as indicated. Cut pipe square, deburr, unless otherwise approved by Architect. Do not bend or bind-tie trees or shrubs in such PP Y 9 P P 3. Zoning shall be designed for optimum use of available pressure and efficient Planting 5-gram tablets 20-10-5 type or equal. wipe from surface all saw chips, dust, dirt, moisture and any foreign matter manner as to damage bark, break branches, or destroy natural shape. Provide protective an adequate film over trunks, branches, stems, twigs and foliage. distribution for es of plantings shapes of planting areas. 9 Y P p YP P 9 p p 9 2. Commercial fertilizer"B"for lawn areas applied to bed prior to sodding, to be 16-16-17 Pp P g° F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural which may contaminate the cemented joint. Apply cleaner/primer and solvent covering during delivery. Do not drop balled and burlapped stock during delivery. p 4. Design pressures: Install pressure regulating equipment as necessary. applied at the rate of ten pounds per acre. practice. Prune trees to retain required height and read. Unless otherwise directed b cement, make joints in accordance with manufacturer's recommendations. Use C. Deliver trees and shrubs after preparations for planting have been completed and plant P q 9 P Y 5. Provide/install approved fixed tee or coupling device for air blow winterization. Z 3. Commercial fertilizer"C"for lawn areas three to four weeks after planting sod. Organic Architect, do not cut tree leaders, and remove only injured or dead branches from flowering Teflon thread sealant(tape)at all threaded joints. immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in Y 1 g Location shall be on main supply line downstream from main shut off valve. T Fertilizer Milorganite (6-0-2)type or equal. trees, if an Prune shrubs to retain natural character. C.Contractor shall size pipe according to schedule provided. Flow velocities shall shade, protect from weather and mechanical damage, and keep roots moist by covering with Y� 6. Install approved backflow prevention device in conformance with local or C. Herbicide: Pre-emergent for topical application in planting beds. Oxiadiazon 2G brand or not exceed 5 feet/second in all cases. Lateral lines shall be laid out and installed T mulch, burlap or other acceptable means of retaining moisture. G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. prevailing codes, and in approved site location. Provide for drainage pre-approved equal. Use in accordance with manufacturers recommendation on all planting H. Guy and stake trees immediate) after planting, as indicated. per zone to balance the pressure loss and provide minimum fluctuation in system J D. Do not remove container-grown stock from containers until planting time. Y Y P 9� without erosive damage. beds. I. Apply approved herbicide to all shrub bed areas at manufactures specified rate. Re-apply as operating pressures. E. Do not drop or dump materials from vehicles during delivery or handling. Avoid any damage pp Y pp p pp y ■ 0. to rootballs during deliver, storage and handling. necessary for elimination of weeds. 1.7 EXTRA EQUIPMENT Pipe Size Pipe Section Pipe Size Pipe Section 2.4 PLANT MATERIALS 3/4" 0-9 GPM 1 1/2" 26-34 GPM O A. In addition to installed system, furnish owner with the following: A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown 3.6 SODDING NEW LAWNS 1" 10-17 GPM 2" 35-50 GPM 1.6 JOB CONDITIONS 1.Valve operating key and marker key. O for landscape work and complying with recommendations and requirements of ANSI Z60.1 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM A. Utilities: Determine location of underground utilities and work in a manner which will avoid A. General: Install lawn sod in all areas designated on the drawings. 2. Wrench for each sprinkler head cover type. "American Standard for Nursery Stock". B. Soil Preparation Z 0. possible damage. Hand excavate, as required. Maintain grade stakes until removal is P 3. Two (2)sprinkler head bodies of each size and type. B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching 1. An sod lawn areas that may have become compacted prior to sodding must be scarified D. Techline Drip Line: Place in shallow furrow at 1"-2" below finish topsoil grade, below layer mutually agreed upon by parties concerned. Y Y p p 9 4. Two (2) nozzles for each size and type used. a configuration recommended by ANSI Z60.1 for type and species required. Single stem trees to a depth of eight 8 inches b approved means, then finish graded as hereinbefore of specified mulch. Lay in uniform grid pattern in groundcover/shrub areas (rows 18"-24" B. Excavation: When conditions detrimental to plant growth are encountered, such rubble fill, p 9 ( ) Y PP 9 B. Store above items safely until Substantial Completion. except where special forms are shown or listed. described. apart max). Coil 20 linear feet at each balled and burlapped tree around base and to allow adverse drainage conditions, or obstructions, notify Architect before planting. C. Deliver above items at Substantial Completion. C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum C. La sod within 24 hours from time of stripping. Do not )ant dormant sod or if round is for tree removal if required. Staple drip line every 36" max. Flush all lines with full head C.Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or Y PP 9 p 9 Q 0) recondition to prior conditions at project completion. number of canes required by ANSI Z60.1 for type and height of shrub. frozen. PART 2- PRODUCTS of water prior to installation of flush valves at end of circuit runs. D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. D. Sod Placement E. Flush Valves: Install flush valve at end of each drip line run. Dimensions indicate minimum spread for spreading and semi-spreading type evergreens 1. Sod will be brought onto lawn areas b wheeled means with proper protection of sod o 1.7 SEQUENCING AND SCHEDULING g Y P P P 2.1 PIPE AND FITTINGS w and height for other types, such as globe, dwarf, cone, pyramidal, broad upright, and 3.8 SPRINKLER HEADS A. Planting Time: Proceed with, and complete landscape work as rapidly as portions of site beds. Sod layers shall be experienced, or if inexperienced, shall be constantly A. PVC 1120,ASTM D-1784, permanently marked with manufacturer's name, columnar. Provide normal quality evergreens with well balanced form complying with supervised b an experienced foreman. The Contractor shall insure that the base A. Flush circuit lines with full head of water prior to head installation. CC Z become available, working within seasonal limitations for each kind of landscape work P Y P schedule rating, size, type. Solvent-weMS type: requirements for other size relationships to the primary dimension shown. 1. Install heads at level with mulch required. immediately ahead of sod layer is moist. Sod shall be laid tight with not gaps. Allowance 1. Pipe: 1. Plant or install all plant materials during normal planting seasons from 15 March to shall be made for shrinkage. Lay sod with long edges perpendicular to primary slope. a. Pressure lines: Schedule 40 solvent weMS. 2. Locate part-circle shrubbery heads to maintain a minimum distance of six O 2.5 GRASS MATERIALS 2. La to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not inches (6")from walls and four inches (4")from other boundaries unless J 15 November. A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season oMS, and free of Y 9 Y 1 P b. Lateral lines: Class 200 pvc. otherwise indicated. Kee overs ra to a minimum. Q 2. Correlate planting with specified maintenance periods to provide maintenance from overlap. Stagger strips to offset joints in adjacent courses. Work on boards to avoid c. Sleeving: Class 200 pvc. P P Y weeds and undesirable native grasses. Provide only sod capable of growth and damage to sub grade or sod. Tam or roll lightly to ensure contact with sub grade. Work Z CC date of substantial completion. 9 9 P 9 Y 9 2. Fittings: Schedule 40 PVC, solvent-weMS type. Install threaded joints where M development when planted (viable, not dormant). 3.9 CONTROL WIRE INSTALLATION L.` B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior ° sifted soil into minor cracks between pieces; remove excess to avoid smothering of required at valves, risers, etc. 1. Provide sod of uniform pad sizes with maximum 5/° deviation in either length or width. adjacent grass. A. Bury wires beside or below main line pipe in same trench. to planting of lawns, unless otherwise acceptable to Architect. If planting of trees and shrubs 1 g 3. Risers: Lawn and shrub heads-flexible and damage-resistant plastic w Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of B. Bundle multiple wires together with tape at ten feet(10') maximum intervals. occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting 3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure of i e" riser. P P P y P g g supporting their own weight when suspended vertically with a firm grasp on upper 10% P Yp p C. Provide 36 inch loopin wires at each valve where controls are connected and (D from planting operations. proper contact between soil and sod. Final rolling must provide a uniform surface. After 4. Solvent: NSF approved solvent for Type I & II PVC. � J of pad will be rejected. at 100' maximum intervals between. final rolling, the sod lawn shall be mowed and watered. Approval of sod lawns shall be B. Polyethylene Pipe B. Provide sod composed of: Rhizomatous Tall Fescue (RTF)from the The Turf based on uniform, health and vigorous growth with no or dead spots. D. Make all electrical joints (splices) in boxes only. Make electrical joints 0. 1.8 SPECIAL PROJECT WARRANTY Company, Meridian, ID 208 888-3760 or approved equal. y g g �' p 1. Pipe: Class 100, 3/4" lateral line, for use on drip irrigation zone(s)where waterproof. Scotch-Lock connectors, or approved.A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. ( ) pp q 4. Add fertilizer"B"at the manufacturer's recommended application rate. drip tubing is not otherwise used. P pp B. Warranty trees and shrubs, for a period of one year after date of substantial completion, E. Water sod thoroughly with a fine spray immediately after planting. 2. Fittings: Schedule 80 PVC. J 2.6 MISCELLANEOUS LANDSCAPE MATERIALS 3.10 AUTOMATIC CONTROLLER against defects including death and unsatisfactory growth, except for defects resulting from F. Sodded Lawn Establishment 3. Clamps: Stainless Steel. Q A. Anti-Desiccant: Emulsion type, film-forming agent designed to permit transpiration, but retard A. Install on site as approved. Verify location with Owner Representative. a neglect b Owner, abuse or damage b others, or unusual phenomena or incidents beyond 1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing C. Drip Line: Netafim Techline Dri erline, with .6 GPH dri ers at 18"spacing. 9 Y g Y P Y P PP pp excessive loss of moisture from plants. Deliver in manufacturer's fully identified containersB. Install typewritten legend inside controller door. Landscape Installer's control. of sod lawn areas until Final Acceptance of the project. and mix in accordance with manufacturer's instructions. 2. Mowing shall be done b an approved "reel"type mower. Mower blades shall be set at 0 Z C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during 9 Y pp Yp 2.2 SPRINKLER HEADS B. Mulch: Mulch for planting beds shall be rock mulch, 3/4"-1"crushed basalt landscape rock 3.11 TESTING warrant period. Make replacements during growth season following end of warrant period. two (2)inches high for all mowings. A. Description: Appropriate fora application in throw, pressure and discharge. Each YP p 99 9 warranty ppP p 9 (or approved equal), consistent in appearance, and shall contain no toxic substance A. Do not allow or cause any work of this Section to be covered up or enclosed ILL Replace trees and shrubs which are in doubtful condition at end of warranty period; unless, 3. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as type of head shall be of a single manufacturer. detrimental to plant life. Landscape Fabric is required beneath rock mulch in all landscape until it has been inspected and tested. in opinion of Architect, it is advisable to extend warrant period for a full growing season. per the Manufacturer's recommended application rate. Verify all methods of application. 1. Lawn heads: pop-up type.p y p g g areas it is installed. P P- P Yp Contractor shall notify the Architect in writing that the fertilizer applications have occurred B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. B. Pressure testing: C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, and on what dates. 1. Make necessary provision for thoroughly bleeding the line of air and debris. or redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand, 2.3 AUTOMATIC CONTROL SYSTEM 2. Before testing, cap all risers, and install all valves. twisted, pliable galvanized iron wire, not lighter than 12 ga.with zinc-coated turnbuckles. 3.7 MAINTENANCE A. General; Furnish low voltage system manufactured expressly for control of 3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply Provide not less than 2 inch diameter rubber or plastic hose, cut to required lengths and of A. Begin landscape maintenance immediately after planting. Maintenance shall continue until automatic circuit valves of underground irrigation systems. Provide unit of and test for leakage. Test shall be approved if no greater than 5 psi loss uniform color, material, and size to protect tree trunks from damage by wires. Project Final Acceptance. occurs in 15 minutes. 1 P capacity to suit number of circuits as indicated. B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for B. Control Enclosure: Manufacturer's standard wall mount with locking cover, 4. Fill all zone lines with water to static pressure. HoMS for 15 minutes. health growth. Restore planting saucers. Tighten and repair stake and u supports and Inspect for leakage. Y 9 p 9 9 P guy PP complying with NFPA 70. Job Number 2109 reset trees and shrubs to proper grades or vertical position as required. Restore or replace C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. 5. Contractor shall provide all required testing equipment and personnel. Test damaged wrappings. Spray as required to keep trees and shrubs free of insects and disease. Including switch for manual or automatic operation of each circuit. shall be performed in presence of Architect. Contractor shall make notice C. Maintain lawns by watering,fertilizing, weeding, mowing, trimming, and other operations D. Timing Device: Adjustable 24-hour and 7 or 14 day clocks to operate any time of test(48)hours in advance. such as tolling, regrading and replanting as required to establish a smooth, acceptable lawn, of day and skip any day in a 7 or 14 day period. 6. Provide required testing equipment and personnel. Drawn Checked free of eroded or bare areas. E. Wiring: Solid or stranded direct-burial type as recommended b manufacturer 7. Repair leaks, and retest until acceptance by the Architect. YP Y C. Coverage inspection: upon completion of all systems, perform a coverage test JJN KCS D. Maintain lawns for no less than period stated above, or longer as required to establish of control unit; type AWG-UF, UL approved. acceptable lawn. to determine if coverage of water afforded all areas is complete, adequate and Scale AS SHOWN 2.4 VALVING uniform. Change heads, nozzles, orifices and/or adjustment as directed to 3.8 CLEANUP AND PROTECTION A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, provide uniform coverage. Sheet Title A. During landscape work, keep pavements clean and work area in an orderly condition. threaded connection with cross type handle designed to receive operating key. D. Final inspection: B. Protect landscape work and materials from damage due to landscape operations, operations B.Automatic circuit valves: high impact plastic with corrosion-resistant internal 1. Clean, adjust, and balance all systems. Verify that: by other contractors and trades, and trespassers. Maintain protection during installation and parts. Low power solenoid control, normally closed, with manual flow a. Remote control valves are properly balanced; maintenance periods. Treat, repair, or replace damaged landscape work as directed. adjustment; same manufacturer as control unit. b. Heads are properly adjusted for radius and arc of coverage; LANDSCAPE 1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber c. The installed system is workable, clean and efficient. SPECIFICATIONS 3.9 INSPECTION AND ACCEPTANCE valve if not connected to potable water. E. Winterization: Winterize system at the end of first season of system operation. A. When landscape work is completed, including maintenance,Architect will, upon request, 2. Drip Control Zone Kit: Hunter PCZ-101. Review procedures with Owner Representative. make an inspection to determine acceptability. C. Quick coupler valve: brass or bronze construction with hinged top. One per zone B. When inspected landscape work does not comply with requirements, replace rejected work or valve grouping. and continue specified maintenance until reinspected by Architect and found to be acceptable. D. Manual drain valves: END OF SECTION Remove rejected plants and materials promptly from project site. 1. Bronze construction, straight type, 150 pound class, threaded connections, Sheet Number with cross type operating handle designed to receive operating key. Calco, DEVELOPER END OF SECTION Champion 100, or approved equal. TOLL BROTHERS, LLC Llm4 2. Size: 3/4 inch. 3103 W. SHERYL DRIVE, SUITE 100 MERIDIAN, IDAHO 83642 Phone (208) 424-0020 5 of 5 Sheets THE OAKS NORTH SUBDIVISION NO. 11 BOOK PAGE 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 PLATS AND SURVEYS. SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. ADA COUNTY SURVEYOR CENTRAL DISTRICT HEALTH, 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. APPROVAL OF CITY COUNCIL THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. 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 COUNTY OF ADA S.S. INSTRUMENT NO. 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 120 , INBOOKOFPLATS ATPAGES 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 - MERIDIAN, IDAHO LLA APPROVAL OF ADA COUNTY HIGHWAY DISTRICT 4�5yQF.c' T GAL CLINTON W. HANSEN a 1 1 $ a THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY PLS 11118 Nj 1��(1 1 O DISTRICT COMMISSIONERS ON THE DAY OF , 20 OFF �5 ON W.NP PRESIDENT, ADA COUNTY HIGHWAY DISTRICT `1OBrothers ELa*nO1utions AMERICA'S LUXURY HOME BUILDER® nd Surveying and Consulting 231 E.5TH STREET, MERIDIAN ID 83642 (208)288-2040 www.landsolutions.biz JOB NO. 18-35 SHEET 3 OF 3