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CC - Final Plat ♦+. m v Q p U QO 00 i� a `')' � (D � 0 _ N � N � T v W � ■- Z L 3 Z 3 . _ Z UJ N PLAT SHOWING W JUJIP CREEK SUBDIVISION NO . 6 a z UJ LOCATED IN THE SE 1/4 OF THE SE 1/4 �CQ co `° OF SECTION 28, T.4N., RAW., BOISE W < o MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO Uj J 2022 C.� W 1/4 NOTES: 1. A ten (10) foot wide Pressure Irrigation Easement in favor of the Jump Creek Homeowner's Association and a Permanent Public Utilities and Property Drainage Easement is hereby designated along all lot lines common S8343'26"E S.28 S.27 to a Public Right-of-Way and along all rear lot lines. A five (5) foot wide Public Utilities and Property S89'22'25"E 48.00' BRASS CAP Drainage Easement is hereby designated along each side of interior lot lines unless otherwise shown. O 105.409 O CP&F #2015-079246 O S06"16 34"W 2. Portions of Lot 18, Block 19, Lot 7, Block 20 and Lot 14, Block 21 are servient to and contain the ACHD 28.55' Storm Water Drainage System. These lots are encumbered by that certain Master Perpetual Storm Water 2 O C1 JUMP CREEK Drainage Easement recorded on May 8, 2009 as Instrument No. 109053259 and First Amended Master SUBDDIVISION NO. 5 JUMP CREEK SUBDDIVISION NO. 1 BOOK PAGE BOOK 110 PAGES 15795-15799 Perpetual Storm Water Drainage Easement recorded on November 10, 2015, as Instrument No. 2015-103256, O Official Records of Ada County, and incorporated herein by this reference as if set forth in full (the "Master 3 S00'36'46"W I Easement"). The Master Easement and the Storm Water Drainage System are dedicated to ACHD pursuant to I Section 40-2302 Idaho Code. The Master Easement is for the Operation and Maintenance of the Storm 1"�91.00' S86'19'57"E 30.05' I Water Drainage System. 1 N 4 I S8916'45"E CHECKED BY: S89'28'52"E 3. Any Re-Subdivision of this Plat shall be in compliance with the most recently approved Subdivision Standards DAVID A. BAILEY P.E. o - -- -- -- _ 664.58 150.00__ of the City of Meridian. DRAWN BY: JD BD 10 5 LOCK 19 I 4. This development recognizes Idaho Code Section 22-4503, right to farm act, which states: "No agricultural / 1 J 4 1 I operation, agricultural facility or expansion thereof shall be or become a nuisance, private or public, by any 1$ 19 20 21 22 23 24 25 26 27 28 29 30 31 1 I changed conditions in or about the surrounding nonagricultural activities after it has been in operation for 6 Q �Po more than one (1) year, when the operation, facility or expansion was not a nuisance at the time it began W Q 5 Z �') or was constructed. The provisions of this section shall not apply when a nuisance results from the improper I p I ce Q n or negligent operation of an agricultural operation, agricultural facility or expansion thereof." V)NW. APGAR ST. W a O (Yj 13 U I m N 5. Maintenance of any Irrigation or Drainage pipe or Ditch crossing a lot is the responsibility of the lot owner W 1 J N 6 O pp C Y I W W unless such responsibility is assumed by an Irrigation/Drainage District. Irrigation water has been provided by LO M1 m I Q 00 Settlers Irrigation District in compliance with Idaho Code Section 31-3805(1)(b). Lots within the subdivision W J will be entitled to Irrigation Water Rights, and will be Obligated for Assessments from Settlers Irrigation _ M � m N� � P`� Z Z 7 O M Q o z District. o � owl N 13 12 11 10 9 8 6 5 4 3 2 I z I UNPLATTED i m Z 6. The bottom elevation of all structural footings shall be set a minimum of 12-inches above the highest a = 0- Z BLOCKI 21 1 I I established normal Ground Water Elevation. U Q 8 o 0- 14 BLOCK 21 I 7. Lots 18, 25, and 31, Block 19, Lots 7, 8, and 9, Block 20, and Lots 1, 7, and 14, Block 21 are common o U) 1 15 16 17 18 19 20 lots which shall be owned and maintained by the Jump Creek Homeowner's Association. All common lots areUJ N N 7 7 21 22 23 24 25 1 I subject to a blanket public utility, drainage and irrigation easement. N a N N 9 o • I 8. ACHD License Agreement - See Inst. I S00'33'57"W I W o I Z r) 93.16' 9. Creason Lateral Easement - See Inst. ___________________ W. RIVA CAPRI ST. W. RIVA CAPRI CT. 10 1'� 10. Direct Lot or parcel access to W McMillan Road is prohibited. 1 I• I I 11. City of Meridian Water & Sewer Easement - See Inst. _______ W •3 I U 7 to 1MM Z 0 0 BLOCK 20 O r POINT OF N N00'37'35"E S89'20'19"W • N89'16'45"W N00'43'15"E BEGINNING I Z - 1/_ .28 S.28 : S.27 37.00' 497.54' _ _ _ W. MCMILLAN RD. 496.74' 49.00' - - - - - - S.33 UNREADABLE • 323.61' W4 S.33 S.34 Z BRASS CAP Z CP&F #2015-079245 0 I , I rn W V / LL LEGEND Q O --- --- SUBDIVISION BOUNDARY M - - - SECTION LINE �J'J Line Table EASEMENT LINE (SEE NOTE 1) Line # Direction Length -------------- EXISTING EASEMENT LINE (AS NOTED) cS L1 S06'16'34"W 28.55' ENSFO G�� //� STREET CENTERLINE c� u , L2 S06'16'34"W 28.55' LOT LINE 0- 7729 W N L3 S44'16'45"E 19.91' Curve Table EXISTING PARCEL LINE 0 L4 N45'43'15"E 19.91' Curve # Radius Length Chord Bearing Delta 6 LOT NUMBER G' TF OF • CRY G.C P� L5 S18'26'17"W 4.86' C1 276.00' 27.28' 27.27' S03'26'40"W 5'39'48" L_� SEE NOT 2 ACHD DRAIN EASEMENT 100 0 50 100 200 \' - -- L6 N72'53'43"E 4.86' C2 300.00' 29.65' 29.64' S03'26'40"W 5'39'48" GREGORY G CARTER, PLS 7729 LEI • SET 1/2" x 24" IRON PIN IDAHO SURVEY GROUP L7 S45'31'08"W 19.91' C3 324.00' 32.03' 32.01' S03'26'40"W 5'39'48" WITH PLASTIC CAP, PLS 7729 SCALE IN FEET 9955 W. EMERALD ST " = 100, BOISE, ID 83704 L8 S44'16'45"E 19.92' C4 324.00' 21.64' 21.64' SO4'21'46"W 3'49'36" FOUND BRASS OR ALUMINUM 1 CAP MONUMENT AS NOTED SHEET 1 OF 4 U L9 N45'43'15"E 19.91' C5 324.00' 10.39' 10.39' S01'31'52"W 1'50'12" FOUND 5/8" IRON PIN L10 S89'16'45"E 24.00' C7 50.00' 78.45' 70.64' S44'20'00"E 89'53'31" WITH PLASTIC CAP PLS 7729 O UNLESS NOTED OTHERWISE L11 S00'31'08"W 19.00' C8 26.00' 40.79' 36.73' N44'20'00"W 89'53'31" SET 5/8" x 24" IRON PIN . . . I WITH PLASTIC CAP, PLS 7729 alley Engineering, Inc. o J_ L12 S00'31'08"W 24.00 C9 50.50 30.25 29.80' N61'29 08'W 34'19 13' L13 N00'31'08"E 43.00' CIVIL ENGINEERING I PLANNING I CADD 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013 EAGLE, ID 83616 www.baileyengineers.com . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE: 02-25-2021 PROJECT: C2013-024 -SHEET TOTAL # LOTS: 74 2st Q O U Q 12 00 a) a � a) N a) _ N T W � ■� Z 4 L 3 . Z N JUAIP CREEK S UBDI VISION N0 . 6 11' Z W � W ~ w Z w cc C3 cn Z w co S83'43'26"E W < o 48.00' S89'22'25"E 105.40' ° --------------, ° 4.00° 4.00° SOV6'34"W l o i i 28.55' 101 i LI C12) I • L----.101.18'----- ro .- 0 0 U lo I I S00'36'46"W oi 3O 1 I W•. 91.00' I�i N i°i > 101.03------i Q 50.11' r---N89'22'25"W-- W -- I Y r, 1 1p 1 l o t p 10 t o S8619'57"E L m O � - 0 o 30.05' ----101.04'----J I- i " S8928'52"E CHECKED BY: S89'16 45 E 664.58 150.00' DAVID A. BAILEY P.E. -- N89'22'25"W--- Cc) ° -- -- - - -- - -- -- -- - -- - -- -- -- -- 45.42' I 56.00 56.00 56.00 54.00' 54.00' 54.00' 54.00' 54.00' 54.00' 54.00' 53.16' ° 4.00° 4.00' r -- r O DRAWN BY: -------� F-------� --------I r--------1 r------� r-------I r------ 1.00' 1 101.00'- JD/BD • j o i O 1 0 w Z � 1 I I I I I I I I I I 20.00 25 I I I I I I I I I I I I -I r-------I r------J r-------I F------� pl 5 p �p - �p ?� BLOCK! 19 W 01 I p _ in in ' in _ in ` ; 3 1 I I I 3 W 31 O O O o � I �a � `�' ao o � Lo 4 i�l L----101.05'----J ;° io ^ r0� 18 M 19 M 20 ih 21 0 22 23 24 0 26 M 27 28 ih 29 0 30 0 0 ;'� uMi -- 1 r---N89'22'25"W-- z o rn 0 rn rn � rn ' rn rn :� ;r ' � ;%� O S89'28'52 E-- I_ I 10 con 0 00 00 1 0 0 o rn °1 o rn 0 rn rn rn rn o 0 0 of 10 N 1 vl 1 cn 1 con 1 t0n 1 0 1 00 0 1 o I o I o i o o z �1 r----101.00'----� N I I I ICI O I� ------- ------- -------� L------ L--- I !n 20.00'I cn N cn j to I cn 16.88Z M OI 101 C9 ---J L------J L------J L------J L------J L------J L------ � �I 5 10 z 1 I in �� 31.20' I 56.00' 56.00' 56.00' 54.00' 54.00' 54.00' 54.00 54.00 54.00' 54.00' S3.48' �, °I O ICI a �____.101.06'____� 0 1 6 c° - - - o - - - - - - - N89'16'45"W 667.55' c 0 0 N89'22 25 W o - - ---S89'28'52"E---J �• "' N89'16'45"W 743.77' N W o - - - - - - - - - • r----101.00'--- W. APGAR ST. o I sc 1CL N N89'16'45"W 667.67' N o f O i d F o i O �I ^ d co 1 f�i 56.00 56.00 56.00 54.00' 54.00' 54.00' 54.00' 54.00' 54.00' 54.00' 53.64' � Q � m Lol i j - _NQCL 40 r ------- -------� r ------ ------ ------, ------ ----- ------� -------, r-------�z I I I I I I I I I T�- 20.00 I I 16.97 W � 1 1 3 oN �I I I I I I I I I I I I I I I I I I I I Z I `n ===S89'28'52"E---J � o N W I I O lO I 1 i!) I in 3 3 3 3 3 3 xW O I r� M r O (�1 N N LJ - 10 0 0 0 0 � o � o �o '2 o 'n �2 �2 in ao N co I 101.00'----i I w p �`' No 1 0 o _ _ _ �_ �_ �_ ``) �_ �_ ih �_ M �_ ih �_ M �_ ;� o 3 o I 101 :`� L,J a N N N o I I^ I Q� o 0 13 0 0 12 o Q 11 0 0 10 � 0 O h o O � 0 - 0 O � o O5 � o O4 � o O3 � o O o o w oo "' col 7 10 O j N M I _ cn i i 0 i 0 0 0 0 o ,n 1 O I O W o • I N I N I N I N I N N N !) cn N 1 N Z Z I - � 1 I N Ld Z T L0 I W O I I 1 1 1 I 1 1 I I 1 1 i I 1 1 I 1 I i i i o � �___S89'28'52"E---J O p I 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 I 1 I 1 I N � �.---- Z cn W ------� L---- - -------� L------ j L-----_J L------J 7 L------J L------J L------J L------J L----�-J ro ----101.00 3 56.00' 56.00 56.00' S4.00' 54.00' 54.00' 54.00' 54.00' 54.00' 54.00' 54.00 1 o o _ 1 I_ O � I O I cn 01 I of r n ------ :'� o (D I -1(� _ -1 r--------7 --------I r-------1 r------, r------1 r------, r------- r------J r-------� r-------J cp N 0 n I I I I I I I I I I I I I I BLOC/C 1 1 21 1 I 1 I 1 ^ o o C6 i O 1 O N O I I Loll U Z I I I 1 ' I v N 14 3 1 13 1 13 1 3 1 I I I I N O I ,� 1 1 x 1 3 13 3 3 13 w NI L----S89'28'52 E-- N 1 Z b o 0 0 b 0 o 'n b 'n-0 'n o 'n b 'n o in o ' ---- o M 15 0 16 o M 17 o M 18 0 19 0 20 0 o 21 0 22 0 23 0 24 0 � 25 _ oo r----101.00' i Z I o 0 0 0 0 0 0 o o o : o opo 24.00' 24.00' � o � o � o � o .- o � o � o 0 0 0 o O 1 1 Y 7 • .- N I 1 (n I 1 V) I I N (n N cOn ((� Z I I 9 I , I 1 I I I I I I I I J I 1 I 1 1 I I I I 1 01 1 " 18.83 I ----i 16.92' ^I 27.51 • S00 33 57 W -------� L-------j L-------� L_-----J L------J L_-----J L-----_J L_-----J L------J L_-----J L-------� I I 1 56.00' 56.00' 56.00' 54.00' 54.00' 54.00' 54.00' 54.00' 54.00' 54.00' 54.36' �1 1 L___ J 93.16 S89'16'45"E' I� \ o N89'16'45"W 656.11' o ' �- N S89'16'45"E 694.27' 4 ----JIb098L- -- -- ------- N L10 -' I - - - - - - - - - - - - - - - _ _ _ SEE NOT9 0 W. RIVA CAPRI ST. W. RIVA CAPRI CT. •N L13 ( q � �sEE NOTE 11 7 N •s---S89"C5`45'E O ' W �9 1 S89'16'45"E 718.36' i I 100.94 I 22.65' b���� • r n �k6�ti I^ I 1 \/ , SEE NOTE 9 irn i'Sk� �I O 7 1 I r`il o of 60 0 30 60 120 / I I BLOCK 20 L_ �_ SCALE IN FEET Q 0 16' 45 E ---------------------�I I ao4.19' i M 1" = 60' to O W I I ' J - -- -- -- -- -- -- -- -- -- -- -- -- -- - POINT OF N� LA^' S00 37 35 W S89'20'19"W o N89'16 45 W 496.74 J F W 497.54 " SOO'43'15"W BEGINNING %5 ��GENS G� VI 37.00 S89'16 45 E � 49.00' � � 7729 � tUNREADABLE 994.07' W. MCMILLAN RD. A�'PF TF O F --G.G W LEGEND GREGORY G CARTER, PLS 7729 IDAHO SURVEY GROUP -- --- 9955 W. EMERALD ST SUBDIVISION BOUNDARY • SET 1/2" x 24" IRON PIN BOISE, ID 83704 - - - SECTION LINE WITH PLASTIC CAP, PLS 7729 ' ` - - - - - - - - EASEMENT LINE (SEE NOTE 1) FOUND BRASS CAP SHEET 2 OF 4 U EXISTING EASEMENT LINE (AS NOTED) MONUMENT STREET CENTERLINE G FOUND 5/8" IRON PIN O LOT LINE WITH PLASTIC CAP PLS 7729 UNLESS NOTED OTHERWISE ■ ■ ■ I EXISTING PARCEL LINE 0 SET 5/8" x 24" IRON PIN NOTE 6ailey Engineering, Inc■WITH PLASTIC CAP, PLS 7729 : o � _ O LOT NUMBER SEE SHEET 1 OF 4 FOR NOTES. r-----, SEE SHEET 1 OF 4 FOR LINE & CIVIL ENGINEERING I PLANNING I CADD L-----J ACHD STORM DRAIN EASEMENT 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013 SEE NOTE 2 CURVE TABLES. EAGLE, ID 83616 www.baileyengineers.com . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DATE: 02-25-2021 PROJECT: C2013-024 SHEET • GENERAL SEWER GENERAL LEGEND M DEVELOPMENT PLANS FOR _ � � � 1. All construction work shall be done in accordance with the current version of the Idaho Standards = � 'COO 1. Construction of the sewer system shall conform to the standards in the Wastewater Rules (� Q for Public Works Construction (ISPWC), the City of Meridian Supplemental Specifications to the ISPWC (IDAPA 58.1.16) as well as the standards and specifications referred to in General Construction SS EXISTING SEWER LINE JUMP CREEK SUBDIVISION N O V (and any addendums), Meridian Design Standards, the requirements of the Ada County Highway Note No. 1. • EXISTING WATER LINE = CS w District (ACHD), and/or the requirements of the Idaho Transportation Department (ITD). The more - 2. The horizontal separation of potable water mains and non-potable water mains (sanitary ■� Z stringent of any of these standards shall be the controlling standards or specifications. SD NEW STORM DRAIN A PORTION OF THE SE 1/4 OF THE SE 1/4 OF i sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary Z 2. The Contractor shall have a copy of the latest City of Meridian Standard Specifications and W •- NEW WATER LINE SECTION 28 TOWNSHIP 4 NORTH RANGE 1 WEST BOISE MERIDIAN Z 3 Drawings on site or readily accessible at all times during construction (available on the website). for a potable water main and non-potable water main to cross with less than eighteen (18) > > > inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 • S NEW SEWER LINE MERIDIAN, ADA COUNTY, IDAHO = Failure to have access a current copy of the Standard Specifications on site could be grounds of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the .-PI NEW PRESSURE IRRIGATION LINE 2022 '� d for a stop work order until the situation is resolved. Wastewater Rules (IDAPA 58.01.16). W/SERVICE 3. The Contractor shall have plans stamped "Approved for Construction"by the City of Meridian on 3. The horizontal separation of non-potable services and potable water services or potable water x x x x x x EXISTING FENCE W Z o site at all times. w� BAINBRIDGE N 4. All Contractors, Subcontractors, and Utility Contractors shall attend a pre-construction conference mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and EP EXISTING EDGE OF PAVEMENT WEST D , HESS SUB w prior to start of work. non-potable water main to cross with less than eighteen (18) inches of vertical separation, the EP NEW EDGE OF PAVEMENT P �ATERA� m z N0. 11 11 LLU j 5. Contractors shall notify the appropriate agency when materials are on site or inspection of the crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public z m J �' SAW CUT LINE a ■� Z work is required. No work may begin on any project without Twenty Four (24) hour prior notice. Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA m cc CD to BOUNDARY LINE Z w co 6. Contactor shall notify the Public Works Inspector 48 hours prior to the required testing. The 58.01.16). ___ W a °o Contractor may not open or close water valves. 4. Place sewer service lines in a six (6) inch diameter water class pipe sleeve wherever the -------------- ROADWAY CENTER LINE 1 \ J ; o 7. All material furnished on, or for the project must meet the minimum requirements of the service line crosses a storm water treatment facility (i.e., seepage beds, drainage swales). ROADWAY RIGHT-OF-WAY I �\ approving agencies. At the request of the approving agency or the Design Engineer, Contractors shall ------------------------ EASEMENT BOUNDARY furnish proof that all materials installed on this project meet the specification requirements set forth , \\ �"� w in General Construction Note No. 1. WATER LOT LINE ' VICENZA SUB \ 8. Work subject to approval by any governmental agency must be approved prior to (A) backfilling 1. Construction of the water system shall conform to the standards in the "Idaho Rules for --------247C EXISTING CONTOUR ------�I JUMP , NO. 2 trenches for pipe; (B) placing of aggregate base; (C) placing of concrete; (D) placing of asphalt Public Drinking Water Systems (IDAPA 58.01.08)" as well as the standards and specifications 600�� FINAL GRADE CONTOUR ;; CREEK N0. ' S�pNAL FN paving. referred to in General Construction Note No. 1. li 2 �' �`� \STF c�2 9. Inspection, approval and final acceptance of all water and sewer construction shall be by the ELEVATION ® STATION I, i --- p 411 1 C; R� F� 2 The horizontal separation of potable water mains and non-potable water mains (sanitary i VICENZA � - 10. Public Works Department, and their decision shall be final. Such inspections shall not relieve the STATION POINT (TOP BACK OF ROLLED II03/11/2022 sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary CURB UNLESS OTHERWISE NOTED COMMONS qJ contractor from the responsibility of performing the work in an acceptable manner in accordance ELEVATION ) for a potable water main and non-potable water main to cross with less than eighteen (18) JUMP with the DE882 Q/QLPE approved construction plans. inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 TVC = TOP BACK VERTICAL CURB I --- CREEK CREEK MERIDIAN CITY LIMITS N�� 10. Any deviation from the approved plans and specifications must have the applicable agency _ T G approval in writing prior to construction. of the Idaho Rules for Public Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the TTRC RLC =TOP BACK RE ER ROLLED CURB CURB - NO. 1 ,nF�F OF ��P Q) 11. Prior to beginning installation of street lights, the electrical contractor shall obtain an Electrical Wastewater Rules (IDAPA 58.01.16). \ /N GAP Permit from the Building Division of the Meridian Public Works Department. Any deviation in street 3. The horizontal separation of non-potable services and potable water services or potable water PC = POINT OF CURVATURE BLACK CAT S. = z light locations from the approved plans must be approved in writing from the City Engineer. mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and PT POINT OF TANGENCY ESTATES NO. FL = GUTTER FLOW LINE 02 CHECKED BY: 12. All lot, block street, right-of-way and easement dimensions shall be taken from the final plat non-potable water main to cross with less than eighteen (18) inches of vertical separation, the GB = GRADE BREAK PROJECT cp I W. DAPHNE ST. DAVID A. BAILEY P.E. of: JUMP CREEK SUBDIVISION NO. 6 crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public GC = GRADE CHANGE p Z- - - ------- DRAWN BY: 13. The Contractor shall maintain all existing drainage facilities within the construction area until the Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA El = END INVERT SEWER SERVICE SITE BD drainage improvements are in place and functioning. 58.01.16). SANITARY SEWER MANHOLE BLACK CAT 14. All Contractors working within the project boundaries are responsible for compliance with all 4. Place water service lines in a two (2) inch diameter pipe sleeve wherever the service line ESTATES NO. applicable safety laws of any jurisdictional body. The Contractor shall be responsible for all crosses a storm water treatment facility (i.e. seepage beds, drainage swales). EXISTING SANITARY SEWER MANHOLE 01 barricades, safety devices and control of traffic within and around the construction area. 5. The Contractor shall be responsible for providing continuous water service to all existing water 15. The locations of existing underground utilities are shown in an approximate way only. The users affected by construction. If water service must be interrupted, the contractor shall Contractor shall determine the exact location of all existing utilities before commencing work. The coordinate with the Public Works Inspector. 4" SEWER SERVICE LINE11 11 - Contractor assumes all responsibility for any and all damages caused by his failure to exactly locate TYPICAL DOUBLE WATER THE _ THE _ \ < and preserve any and all underground utilities. Digline # 1-800-342-1585. SERVICE - OAKS 16. All Contractors working within the public road right-of-way are required to secure a PRESSURIZED IRRIGATION SOU SOUTH OAK CREEK OAKCR�EEK \ right-of-way construction permit from ACHD at least forty-eight 48 hours prior to an NO. 03 - N0. 02 N 0. 01 NO. 01 CL 9 Y P ( ) P Y 1. The pressurized irrigation system must be built to the standards of the irrigation district in PROPOSED FIRE HYDRANT , I � construction. which it is being constructed. ► , \� ES \ o = 17. Locate subsurface stormwater disposal facilities (including infiltration beds and drywells) at least 2. Install a reduced pressure backflow preventer in any connection between the potable water 25 feet from water mains. This requirement does not apply to catch basins or sand and grease system and the pressure irrigation system. The device must be approved by the Idaho EXISTING FIRE HYDRANT vaults. Department of Environmental Quality (DEQ) and the City of Meridian Water Department. -_�__ 10 Al KCREEK �� w 18. The Contractor(s) shall remove all obstructions, both above and below ground, as required for 3. Install all crossings of the Public Rights-of-Way, private roadways and travelways with , - -- N0. , �� N the construction of the proposed improvements. This shall include clearing and grubbing which pressure irrigation at a maximum depth of two-and one-half (2-1/2) feet and in an AWWA O LOT NUMBER t o w o consists of clearing the ground surface of all trees, stumps, brush, undergrowth, hedges, heavy C-900 pipe sleeve with locator wire. The Public Works Department and ACHD shall inspect all I �-THE N o growth of grass or weeds, fences, structures, debris, rubbish, and such material which, in the opinion crossings prior to backfilling. ' OAKS l > of the Engineer, is unsuitable for the foundation of pavements. All material not suitable for future HE CATCH BASIN - ISPWC SOUTH - --- W o I`J 9 P 4. The horizontal separation of potable water mains and non-potable water mains (sanitary PER PLANS W z use on site shall be disposed of off site. sewer, storm drain, and irrigation) shall be a minimum of ten (10) feet. Where it is necessary NO. 02 19. Survey control points which are critical to the construction of the project are located within the for a potable water main and non-potable water main to cross with less than eighteen (18) - DIRECTION OF DRAINAGE FLOW 11 J limits of work. The Contractor shall take precaution to protect the points in place. inches of vertical separation, the crossing shall be constructed in accordance with Section 542.07 VICINITY MAP NAVD 1988 DATUM W 20. All costs of retesting for previously failed tests shall be back charged to the Contractor by the of the Idaho Rules for Public Drinking Water Systems IDAPA 58.01.08 and Section 430.02 of the Owner. All costs to the Contractor incurred in correcting deficient work shall be to the Contractors g ( ) STREET LIGHT / 1 account. Failure to correct such work will be cause for a stop work order and possible termination. Wastewater Rules (IDAPA 58.01.16). » _ 0 0 v 5. The horizontal separation of non-potable services and potable water services or potable water EXISTING DECIDUOUS TREE CALIPER 21. The Contractor is to field verify all existing curb & gutter, storm drain, channel crossings, and (CALIPER) sewer elevations or inverts prior to construction. When discrepancies occur between plans and mains shall be a minimum of six (6) feet. Where it is necessary for a potable water main and • W Z specifications, the Contractor shall immediately notify the Engineer. Untimely notification shall negate non-potable water main to cross with less than eighteen (18) inches of vertical separation, the EXISTING POWER LINE & POLE 0 any Contractors claim for additional compensation. crossing shall be constructed in accordance with Section 542.07 of the Idaho Rules for Public - 22. Each Contractor shall be responsible for acquiring any necessary NPDES Permits, filing any Nil Drinking Water Systems (IDAPA 58.01.08) and Section 430.02 of the Wastewater Rules (IDAPA and preparing a Polution Prevention Plan (PPP) in accordance with the Environmental Protection 58.01.16). Agency. Contact the EPA at 208-378-5746 for the required information. 6. Install finder tape with all irrigation mains. Tape shall be two (2) inches wide, metallic red in SHEET 4.1 - LEIGHTONWILLOWSI SHEET 5.1 - SEWER LINE A 23. The pipe Contractor shall replace all pavement and concrete removed for the installation of color, with the words DANGER -UNSAFE WATER or NON-POTABLE WATER clear) marked along its SHEET 4.3 - LEIGHTON SHEET 5.2 - SEWER LINE B PLAN SHEET INDEX p'p p p Y 9 Ex. Ssco D1 � water, sewer, or irrigation pipe. All pavement shall be replaced within seven calendar days from the length. Place the toe between six 6 inches below the surface and eighteen 18 inches above t------ SHEET 4.4 - JUMP CREEK SHEET 5.4 - SEWER LINE B g P P P P � g P ( ) g ( ) - SHEET 4.4 - ELM STONE SHEET 5.4 - SEWER LINE C time the pavement and/or concrete is removed. Concrete and pavement shall be replaced per ISPWC the top of the pipe. O SHEET 4.5 - MCMILLAN Standards. 7. Label all irrigation risers and faucets with durable tags carrying the warning DANGER-UNSAFE j SHEET 4.6 - MCMILLAN Ex. SSMH E5 Ex. SSMH E1 SHEET DESCRIPTION Z 24. The Contractor shall field verify all existing curb and gutter, storm drain, channel crossings and WATER or NON-POTABLE WATER. I O SSMH Al SHEET 4.7 - STREET DETAILS .-- .-•- - 1 .0 - COVER SHEET INDEX VICINITY MAP 0 all storm drain and sewer elevations or inverts prior to construction and notify the engineer when 6. Label all valve boxes and vaults with durable tags carrying the warning DANGER-UNSAFE SHEET 4.8 DRAINAGE DETAILS , , I ' I elevations or inverts do not match plans. WATER or NON-POTABLE WATER, and locate them a minimum of ten (10) feet outside of the ® I� EX. SSCo H1 & NOTES Public Right-of-Way, private roadways and travelways. -- --- ---- --- ---- �_ __ _ -- ---- ---- --- 2.1 -2.2 - FINAL PLAT ROADWAY 8. Install a reduced pressure backflow preventer in any connection between the potable water I © m system and the pressure irrigation system. The device must be approved by the Idaho 8 9 21 © © ® © © ® 3, I 3.1 - EXISTING SITE/DEMO PLAN > 1. All contractors working within the public road right-of-way are required to secure a right-of-way Department of Environmental Quality (DEQ) and the City of Meridian Water Department. © O 3.2 - MASTER UTILITY PLAN construction permit from ACHD or ITD at least forty-eight (48) hours prior to any construction. 9. The Engineer or Record shall inspect all pressurized irrigation unless a properly executed I SSMH A2 JUMP CREEK SSMH C1 Q 2. ACHD or ITD will inspect all work within the public rights-of-way to include utility trenches above the agreement for inspection and maintenance is in effect with the applicable Irrigation District. I SSMH B1 - SMH B� Tm © o I 3.3 - SITE GRADING PLAN pipe zone. Contact ACHD Inspection Services at 387-6284. Forty-eight (48) hours advance notice is required. m - O 3. Meridian Public Works will inspect storm drainage improvements serving private roads and parking lot 10. Pressure irrigation mains must be along rear lot lines. Where pressure irrigation mains N 3.4 GRADING DETAILS M P g P g P P g g g P g ! o © o 0 0 0 0 0 0 0 0 o f 4.1 -4.6 - STREET PLAN & PROFILE LLJ improvements outside the public right-of-way. traverse a side lot line in order to cross a street, the domestic water service and pressure i � 13 '° 9 8 6 5 4 3 z m 4. All construction in the public right-of-way shall conform to the current edition of the ISPWC and irrigation mains must be on opposite sides of a lot. 0 4.7-4.8 - STREET 8c DRAINAGE DETAILS W the ACHD Supplemental Specifications. No exception to District Policy, Standards, and the ISPWC will be 11. Pressure test the irrigation system to one hundred-fifty (150) pounds per square inch (psi) I O 7 •0 14 O BLOCK �, 1 ® 5.1 -5.4 WATER & SEWER PLAN & PROFILE allowed unless specifically and previously approved in writing by the District. with allowable loss in accordance with Section 3.1 (c) of the Standard Specifications. i m ,5 ,s �$ ,9 @ 21 5. Set the tops of all valve boxes and sewer manholes flush with the slope of the finished street 1SSMH 6.1 - PRESSURE IRRIGATION PLAN grades. The roadway contractor shall install and adjust all spacers, grade rings, manhole rings and lids. I SMH C2 C3 6.2 - STREET LIGHTING PLAN 6. Place all water valves, blow-offs and manholes so that they do not conflict with any concrete curb SSMH A3 _ __ SSMH A4 SSMH A5 --- o RIVA CAP RI • RIVA CAPRI W and gutter, valley gutter or sidewalk improvements. DEVELOPER ENGINEER -------- 7. Existing A.C. pavement shall be cut to a neat straight line (2' minimum cutback) parallel or TRILOGY DEVELOPMENT BAILEY ENGINEERING INC. I perpendicular to the street centerline and the exposed edge shall be tacked with emulsion prior to WW paving. Actual field conditions during trenching may require additional pavement repair beyond the SHAWN BROWNLEE 1119 E. STATE ST., SUITE 210 W limits shown on the plans. Refer to conditions listed in the ACHD Policy Manual. 9839 W CABLE CAR ST, SUITE 101 EAGLE, ID 83616 I BLOCK 20 8. All water meters are to be located outside of the public right-of-way. All fire hydrants are to be BOISE, ID 83709 (208) 938-0013 i THE ENGINEER OF RECORD CERTIFIES THAT \ r located within the road right-of-way. There must be at least a one (1) foot separation between the 208 895-8858 DBAILEY®BAILEYENGINEERS.COM MCMILLAN MCMILLAN THE PLANS ARE PREPARED IN SUBSTANTIAL back of sidewalk (or curb if no sidewalk) and the leading edge of any fire hydrant. CONFORMANCE WITH THE ACHD POLICY ' ` 9. Over excavation and additional granular backfill may be required in high groundwater areas which SHAWN®TRILOGYIDAHO.COM MANUAL AND STANDARDS IN EFFECT AT THE V r are to be determined by the field inspector. TIME OF PREPARATION. THE ENGINEER V 10. All materials laced as fill or backfill shall be laced and compacted in accordance with Section STREET & SEWER INDEX ACKNOWLEDGES THAT ACHD ASSUMES NO P P P LIABILITY FOR ERROR OR DEFICIENCIES IN 0 306 of the current edition of ACHD Supplemental Specifications. �,�,� 1 =150 THE DESIGN. ALL VARIANCES FROM ACHD 11. Roadway construction will meet specific details and requirements of the following Idaho CI YL �N APPROVED FOR POLICY SHALL BE APPROVED IN WRITING. J Standards for Public Works Construction Standard Drawings (Current Edition): �nweo THE FOLLOWING VARIANCES, LISTED BY DATE 1. Street Section, ACHD SD-801 and sections as shown on Street Details Sheet CONSTRUCTION AND SHORT DESCRIPTION, WERE APPROVED 2. Asphalt repair for street cuts: SD-301, ACHD SD-303, ACHD SD-806. These plans and/ors specifications have been reviewed for FOR THE PROJECT: 3. 4.0' Concrete Valle Gutter, ACHD SD-708 p p Ci�/(E IDTAN* - NONE. Y compliance with Meridian City Standards and Specifications. Public IDAHO 4. Rolled Curb and Gutter, ACHD SD-702 This review does not relieve the owner, engineer, or contractor Works Department 5. Pedestrian Ramp for Handicapped, SD-712C, SD 712G of the responsibility to design and/or construct those facilities Design&ConstructionSu pl m Supplemental Plans Are Accepted For Public 6. Detectable Warning Truncated Domes Cast into concrete (adhesive mats not in compliance with all current applicable federal, state and local2 ME Street Construction allowed) and colored Traffic Yellow, SD-712 laws, rules, regulations, ordinances, development agreements, 1 1 DATE: specifications, orders or approvals, all of which the City retains F.L. ■ ■;■ ` By stamping and signing the improvement plans, the Registered 7. Sidewalks, ACHD Supplemental Drawing SID the right to enforce. Inconsistencies not noted by City staff shall ` ■ ■� ' M ■ Engineer ensures the District that the plans conform to all District 02-25-2021 8. Not Utilized not be construed as approved unless specifically addressed 7 policies and standards. variances or waivers must be specifical- PROJECT: 9. Standard Drop Inlet Type IV w/ 12" Sump, ACHD Supplemental SD-604A in writing by the City. Any proposed revision to these plans must �C ly and previously approval by the District in writing. acceptance C2013-024 �� of the improvement plans by the District does not relieve the -SHEET r lit 12. For subdivision sign installation; outside installers must be bonded with ACHD be submitted for review and compliance with the Meridian City ■ , Registered Engineer of these responsibilities. GL and obtain a no-charge right-of-way permit. Standards and Specifications before said revision is constructed. 'f . Ill"M too 13. Prior to placement of any pavement markings contact ACHD Inspection for verification of BY DATE: ' ■ ADA COUNTY HIGHWAY DISTRICT compliance with policy and existing pavement markings. Name Date . . 9 ■. PLAT SHOWING JUMP CREEK SUBDIVISION NO . 6 LOCATED IN THE SE 1/4 OF THE SE 1/4 OF SECTION 28, T.4N., RAW., BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO 2021 1/4 NOTES: 1. A ten (10) foot wide Pressure Irrigation Easement in favor of the Jump Creek Homeowner's Association and a Permanent Public Utilities and Property Drainage Easement is hereby designated along all lot lines common S83'43'26"E S.28 S.27 to a Public Right-of-Way and along all rear lot lines. A five (5) foot wide Public Utilities and Property S89'22'25"E 48.00' BRASS CAP Drainage Easement is hereby designated along each side of interior lot lines unless otherwise shown. 105.409 " CP&F #2015-079246 S0616 34 W 2. Portions of Lot 18, Block 19, Lot 9 and 10, Block 20 and Lot 14, Block 21 are servient to and contain the 28.55' ACHD Storm Water Drainage System. These lots are encumbered by that certain Master Perpetual Storm 2 ° C1 JUMP CREEK Water Drainage Easement recorded on May 8, 2009 as Instrument No. 109053259 and First Amended Master SUBDDIVISION NO. 5 JUMP CREEK SUBDDIVISION NO. 1 BOOK PAGE BOOK 110 PAGES 15795-15799 Perpetual Storm Water Drainage Easement recorded on November 10, 2015, as Instrument No. 2015-103256, O Official Records of Ada County, and incorporated herein by this reference as if set forth in full (the "Master 3 S00*36'46"W I Easement"). The Master Easement and the Storm Water Drainage System are dedicated to ACHD pursuant to 1,,­91.00' S86'19'57"E i Section 40-2302 Idaho Code. The Master Easement is for the Operation and Maintenance of the Storm Water Drainage System. N 4 I S89'16'45"E 30.05 S89*28'52"E 3. Any Re-Subdivision of this Plat shall be in compliance with the most recently approved Subdivision Standards 664.58_ 150.00' of the City of Meridian. I O 5 LOCK 19 ° v 4. This development recognizes Idaho Code Section 22-4503, right to farm act, which states: "No agricultural 4 I operation, agricultural facility or expansion thereof shall be or become a nuisance, private or public, by any 1$ 19 20 21 22 23 24 25 26 27 28 29 30 31 I changed conditions in or about the surrounding nonagricultural activities after it has been in operation for 6 Q �ih more than one (1) year, when the operation, facility or expansion was not a nuisance at the time it began W Q 5 W Z PO or was constructed. The provisions of this section shall not apply when a nuisance results from the improper p I F_ Q PO or negligent operation of an agricultural operation, agricultural facility or expansion thereof." N W. APGAR ST. W aLd O Njj I : U I m N 5. Maintenance of any Irrigation or Drainage pipe or Ditch crossing a lot is the responsibility of the lot owner W I 0 N 6 O 00 � y I W unless such responsibility is assumed by an Irrigation/Drainage District. Irrigation water has been provided by M ihI m I Q 000 Settlers Irrigation District in compliance with Idaho Code Section 31-3805(1)(b). Lots within the subdivision W J will be entitled to Irrigation Water Rights, and will be Obligated for Assessments from Settlers Irrigation r`� Z Z 7 0 M Q 0 District. owl N 13 12 11 10 9 8 6 5 4 3 2 z JUMP CREEK i m Z Z BLOCKI 21 SUBDDIVISION N0. 7 6. The bottom elevation of all structural footings shall be set a minimum of 12-inches above the highest I 1 I BOOK PAGE � established normal Ground Water Elevation. BLOCK 21 $ 14 15 16 17 18 19 20 7 21 22 23 24 25 7 9 I • S00'3357W I 93.16' W. RIVA CAPRI ST. 9 I I I 7 fLo i) I I M M 0 8 BLOCK 20 8 0 POINT OF N00'37'35"E S89'20'19"W • N89'16'45"W BEGINNING N00'43'15"E - 1/16 .28 S.28 : S.27 37.00' 497.54' _ _ _ W. MCMILLAN RD. 496.74' 49.00' N_8_9°16'45"W o - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S.33 UNREADABLE • 323.61' S.33 S.34 BRASS CAP CP&F #2015-079245 LEGEND -- --- SUBDIVISION BOUNDARY - - - SECTION LINE Line Table - EASEMENT LINE (SEE NOTE 1) - - D�p,L L ANC Line # Direction Length ------------- EXISTING EASEMENT LINE (AS NOTED) g� S �g ENSFO L1 S06'16'34"W 28.55' - - STREET CENTERLINE o � LOT LINE L2 S06'16'34"W 28.55' � 7 729 EXISTING PARCEL LINE N ° L3 S44'16'45"E 19.91' Curve Table P.Z1 L4 N45'4315'E 19.91 # Radius Length Chord Bearing Delta 6 LOT NUMBER �'pFCTF OF �� ' Curve ACHD STORM DRAIN EASEMENT ORY G'C% L5 S18'26'17"W 4.86' C1 276.00' 27.28' 27.2T S03'26'40"W 5'39'48" SEE NOTE 2 100 0 50 100 200 L6 N72'53'43"E 4.86' C2 300.00' 29.65' 29.64' S03'26'40"W 5'39'48" GREGORY G CARTER, PLS 7729 • SET 1/2" x 24" IRON PIN IDAHO SURVEY GROUP L7 S45'31'08"W 19.91' C3 324.00' 32.03' 32.01' S03'26'40"W 5'39'48" WITH PLASTIC CAP, PLS 7729 SCALE IN FEET 9955 W. EMERALD ST " = 100, BOISE, ID 83704 L8 S44'16'45"E 19.92' C4 324.00' 21.64' 21.64' SO4'21'46"W 3'49'36" FOUND BRASS OR ALUMINUM 1 CAP MONUMENT AS NOTED SHEET 1 OF 4 L9 N45'43'15"E 19.91' C5 324.00' 10.39' 10.39' S01'31'52"W 1'50'12" FOUND 5/8" IRON PIN L10 S89'16'45"E 24.00' C6 50.50' 145.22' 100.11' S44'20'00"E 164'45'59" WITH PLASTIC CAP PLS 7729 UNLESS NOTED OTHERWISE L11 S00'31'08"W 19.00' C7 50.50' 35.30' 34.58' N64'20'58"W 40'02'53" SET 5/8" x 24" IRON PIN L12 S00'31'08"W 24.00' C8 50.00' 78.45' 70.64' S44'20'00"E 89'53'31" WITH PLASTIC CAP, PLS 7729 alley Engineering, Inc. L13 N00'31'08"E 43.00' C9 26.00' 40.79' 36.73' N44'20'00"W 89'53'31" CIVIL ENGINEERING I PLANNING I CADD 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013 EAGLE, ID 83616 www.baileyengineers.com J UAIP CREEK SUBDIVISION NO . 6 S83'43'26"E 48.00' S89'22'25"E 105.40' ° ,------------� ° 4.00° 4.00° S0616'34"W loi i � 28.55' 101 J LO1 O I • -101.18'--___-10 n U U ---N89'22'25"W---ltoo • O l01 S00'36'46"W C3 O3 i ttoo 1 W. 91.00' iM > I ----101.03------ Q _ 50.11' 10 - -N89-22'25"W--- 0 p o0 10 S8619'57"E ul m O I o ;r, 0 30.05' ----101.04'----J 0 , o S89'16'45"E 664.58' S89'28'52"E ---N89'22'25"W--- o -- - -- -- - -- -- -- - -- - -- -- -- -- 150.00' 45.42 _ 56.00_ 56.00 56.00 54.00' 54.00' 54.00' 54.00' 54.00' 54.00' 44.00' 53.16' ° 4.00° 4.00 r - -- O 101 10 Z - , ------- , ------- , r-------, r-------, r-------, r-------, r-------, r-------, r-------, ------� 1.00' . I 101.00' o f O o0 1 ! 1 1 1 1 20.00 25 1 1 1 1 1 1 1 1 1 I I I BLOCK! 19 1 1 o I o un 1 _ ;r�i ; ! '-,3n ! 3 I , 3 , 3 I 13 w 31 _ 1 o 10 l 0 co o � p io 1 in 1 in I o ao p 1 O 1 0 ----101.05 ----J 0 ;� :'� 18 19 20 o M 21 22 23 O 24 0 0 26 M 27 M 28 o i2 29 0 �:, 30 0 6 .. p - 0 . o o - o 0 `� o0 0 M to i,n l r---N89-22'25"W-- Z °' o rn `� rn M ;r d � M O S89'28'52 E-- I_ I 1 10 N o o rn o rn 0 rn 0 T p m bO' 0 p rn rn 0 rn o of i o N 0 i cn i N I N I N I N 1 po N I N i o i N i N z °' z �I i----101.00'-- 1 � 1 � I cz; 6 to 1 1 1 1 1 1 1 1 1 20.00'1 v' i i i i i 1 1 16 88' ooi 5 i of ------- ------- -------� L------ � L------J L------J L------J L------J L------J L------J L------J 1 in �� 31.20' 1 56.00' 56.00' 56.00' S4.00' 54.00' 54.00' 54.00' 54.00' 54.00' 54.00' 53.48' o� �I O 1�I L-----101.06 ----� 0 1 0 1 ^1 N89'16'45"W 667.55' "oo I N89'22'25"W o - - - o - - - _ _ _ _ _ _ _ _ _ _ 1 N89'16'45"W 743.77' � �---S89'28'S2"E---J 1 • N c- - - - - - • i----101.00'---U I to � W. APGAR ST. co 0 N89'16'45"W 667.67' N o f00 N 1 6 �I1 I� 56.00' S6.00' 56.00' 54.00' 54.00' 54.00' 54.00' 54.00' 54.00' S4.00' S3.64' �� Q 1 i m i°l I r-------� r-------� r-------� ------- ------ ------, ------7 r-------, �------� �------, �-53.64' nJ z 31.06' oo i 1 1 1 1 1 1 1 1 1 1 1 20.00 1 1 1 1 1 1 1 1 16.97 W in 1 I 3 o I 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 Z i° `---S89'28'52"E---J O �' 13 13 I 13 j 3 3 3 3 1 3 1 3 W cMo r---- 00 _ z I I z O I M M 101.00'----� O PLC) I 0 z Li I N 0 O o d O M O M O �`� �`� ih M _� M �_ ih _� O o M 01 01 M _ 17 _ _ !7 M J tD O O p • nl �� N 13 o N 12 0 11 0 10 o O o O o � o O o o O o o O 0 O p p O 0 w o "' �1 7 I� O M I Q i i p o 0 1 • I I N I (n I (n I (n N N j N j N N N Z Z l ih 1 �� , (N O I 1 W co 1 1 1 1 11 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 0 0 ---S89'28'S2 E---J 1 -0 �_ I I I I I I I I I I I I I I I I I I I I 1 N O Z -------� �------- -------� L-------j L------J L------J 7 L------J L------J L------J L------J L------J "� M i----101.00'---- w 56.00' S6.00' S6.00' S4.00' 54.00' 54.00' 54.00' 54.00' 54.00' S4.00' S4.00 I� o O � 1 O'i M 1 N O I I OI I J io _ n r-------� r-------� r ------ ------, ------ ------, ------ ------� F-------, r--------i co O M I� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BLOC 1 21 1 1 1 1 I N o i $ i�1 N � o �, 14 1 1 1 1 1 1 , I I I Ln in in i i 3 3 , 3 1 3 i i 3 w Ni ---S89'28'52"E-- N I Z o 0 0 0 0 'n 0 'n 0 in 0 'n 0 in �n in 0 0 ---101 00 ---- o 15 0 16 0 17 0 18 0 � 19 0 : 20 0 Z 21 0 � 22 0 � 23 0 � 24 0 � 25 o O o O o 0 0 0 0 � 0 p PO p o o M 24.00' 24.00' r ,apl I 7 o i o i p i o i o o o 00 o o 0 0 o p i ill V O (n N In (n (n I fn 1 (N W 1 N 0 1 0 j O 0 I �I O I� • I I I I I I I I , N N Z O �, 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I i i i i col 27.51' 1 • --- 1 1 1 1 1 1 1 20.001 1 1 1 1 1 1 1 16.92' -------J L-----�-J L-------J L-------i L------J L------J L------J L------J L------J L------J L------- 1 - - 56.00' 56.00 56.00' 54.00' 54.00' 54.00' 54.00' 54.00' 54.00' 54.00' 54.36' �1 4T. M \c' L-------------j' o N89'16'45"W 656.11' 0 S89'16'45"E S00'33'57"W -- --100.98'--- - 93.16' �- _ _ _ N_ _ _ _ _ - - S89'16'45"E 694.27' _ _ N _ _ EE NOT 12 "op I W. RIVA CAPRI ST. o W. RIVA CAPRL13 g K;� o N --S89'16'45"E----J i C)� S89'16'45"E 718.36' 1 • 100.94- 1 i 1 (60 0 22.65' • I 4 1 1 SEE NOTE 9 in� rn M po N rii 60 0 30 60 120 3 1 S89'16'45 E LO - - - _ Z sss•1 s'45'E BLOCK 20 0�.11°E ' ," 1- SCALE I N FEET N�52 2� 140.00 0l M 1 = 60 O :4- 0 O to S89'16'45"E 135.18' $ 804.19' - ! SEE NOTE 9 O$ a, O ----- MV) I/ -- -- -- -- -- -- - -- -- -- -- -- �� F� ��N -- -- -- -- -- -- -- -- M N S00'37'35"W S89'20'19"W 0 N89'16'45"W 496.74' POINT OF �g� ��CEN ��s� BEGINNING �. o 37.00' 497.54 0 S00'43'15"W o� S89'16'45"E 49.00' 7729 °UNREADABLE 994.07' W. MCMILLAN RD. 9 OF \a� Y G.C LEGEND GREGORY G CARTER, PLS 7729 IDAHO SURVEY GROUP SUBDIVISION BOUNDARY 9955 W. EMERALD ST • SET 1/2" x 24" IRON PIN BOISE, ID 83704 - - - SECTION LINE WITH PLASTIC CAP, PLS 7729 - - - - - - -= EASEMENT LINE (SEE NOTE 1) FOUND BRASS CAP SHEET 2 OF 4 ------------- EXISTING EASEMENT LINE (AS NOTED) MONUMENT STREET CENTERLINE 0 FOUND 5/8" IRON PIN LOT LINE WITH PLASTIC CAP PLS 7729 UNLESS NOTED OTHERWISE ■ EXISTING PARCEL LINE SET 5/8" x 24" IRON PINNOTE: alley Engineering, Inc. OLOT NUMBER O WITH PLASTIC CAP, PLS 7729 SEE SHEET 1 OF 4 FOR NOTES. SEE SHEET 1 OF 4 FOR LINE & CIVIL ENGINEERING I PLANNING I CADD ACHD STORM DRAIN EASEMENT 1119 E.STATE STREET,SUITE 210 TEL 208-938-0013 SEE NOTE 2 CURVE TABLES. EAGLE, ID 83616 www.baileyengineers.com JUMP CREEK SUBDIVISION NO . 6 CERTIFICATE OF OWNERS CERTIFICATE OF SURVEYOR Know all men by these presents: That Corey Barton Homes, Inc., dba CBH Homes, an Idaho Corporation, is the I, Gregory G. Carter, do hereby certify that I am a Professional Land Surveyor licensed by the State of Idaho, and owner of the property described as follows: that this plat as described in the "Certificate of Owners" was drawn from an actual survey made on the ground under my direct supervision and accurately represents the points platted thereon, and is in conformity with the State A parcel of land located in the SE 1/4 of the SE 1/4 of Section 28, Township 4 North, Range 1 West, Boise Meridian, of Idaho Code relating to plats and surveys. Meridian, Ada County, Idaho being more particularly described as follows: Commencing at the SE corner of said Section 28 from which the E1/4 corner of said Section 28 bears North - 00°31'08" East, 2637.33 feet; S�ONNL LA��s thence along the South boundary line of said Section 28 North 89016'45" West, 323.61 feet; Gregory G. Carter o L.S. No. 7729 thence leaving said South boundary line North 00°43'15" East, 49.00 feet to a point on the North right-of-way line of 7729 W. McMillan Rd., said point also being the REAL POINT OF BEGINNING; s �'AFCTF OF thence along the North right-of-way line of W. McMillan Rd. the following 2 courses and distances: oRY G,cP thence North 89'16'45" West, 496.74 feet; ACKNOWLEDGMENT thence South 89'20'19" West, 497.54 feet to a point on the West boundary line of the SE 1/4 of the SE 1/4 of said State of Idaho ) S.S. Section 28; County of Ada ) thence along said West boundary line North 00037'35" East, 677.13 feet; On this day of , 20 , before me, the undersigned, a Notary Public in and for said State, thence leaving said West boundary line South 89°22'25" East, 105.40 feet; personally appeared Corey D. Barton, known or identified to me to be the president of Corey Barton Homes, Inc., and Idaho thence South 83°43'26" East, 48.00 feet; Corporation, dba CBH Homes, the corporation which executed the within instrument and acknowledged to me that he thence South 06'16'34" West, 28.55 feet; executed the same of behalf of said corporation. thence 27.28 feet along the arc of a non-tangent curve to the left, said curve having a radius of 276.00 feet, a central angle of 05039'48" and a long chord which bears South 03°26'40" West, 27.27 feet; In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above thence South 00°36'46" West, 91 .00 feet; written. thence South 89'16'45" East, 664.58 feet; thence South 86'19'57" East, 30.05 feet to the SW corner of Jump Creek Subdivision No. 1 as filed in Book 110 of Plats at Pages 15,795 through 15799 records of Ada County, Idaho; My commission expires Notary Public for Idaho thence along the southerly boundary line of said Jump Creek Subdivision No. 1 South 89°28'52" East, 150.00 feet; Residing in , Idaho thence leaving said southerly boundary line South 00°31'08" West, 317.48 feet; thence South 00°33'57" West, 93.16 feet; thence South 00'43'15" West, 102.35 feet to the REAL POINT OF BEGINNING. Containing 12.31 acres, more or less. It is the intention of the undersigned to hereby include the above described property in this plat and to dedicate to the public, the public streets as shown on this plat. The easements as shown on this plat are not dedicated to the public. However, the right to use said easements is hereby perpetually reserved for public utilities and such other uses as designated within this plat, and no permanent structures are to be erected within the lines of said easements. All lots in this plat will be eligible to receive water service from an existing City of Meridian main line located adjacent to the subject subdivision, and the City of Meridian has agreed in writing to serve all the lots in this subdivision. Corey Barton Homes, Inc., dba CBH Homes Corey D. Barton, President 6ailey Engineering, Inc. CIVIL ENGINEERING I PLANNING 1 CADD SHEET 3 OF 4 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013 EAGLE, ID 83616 www.baileyengineers.com JUMP CREEK SUBDIVISION NO . 6 HEALTH CERTIFICATE CERTIFICATE OF COUNTY SURVEYOR Sanitary restrictions as required by Idaho Code, Title 50, Chapter 13 have been satisfied based on a review by I, the undersigned, Professional Land Surveyor for Ada County Idaho, hereby certify that I have checked this plat and that it a Qualified Licensed Professional Engineer (QLPE) representing Meridian City Public Works and the QLPE complies with the State of Idaho Code relating to plats and surveys. approval of the design plans and specifications and the conditions imposed on the developer for continued satisfaction of the sanitary restrictions. Buyer is cautioned that at the time of this approval, no drinking water extensions or sewer extensions were constructed. Building construction can be allowed with appropriate building permits if drinking water extensions or sewer extensions have since been constructed or if the developer is simultaneously constructing those facilities. If the developer fails to construct facilities, then sanitary restrictions may be reimposed, in accordance with Section 50-1326, Idaho Code, by the issuance of a County Surveyor Certificate of Disapproval, and no construction of any building or shelter requiring drinking water or sewer/septic facilities shall be allowed. Central District Health Department Date CERTIFICATE OF COUNTY TREASURER APPROVAL OF ADA COUNTY HIGHWAY DISTRICT 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 The foregoing plat was accepted and approved by the Board of Ada County Highway District Commissioners on been paid in full. This certification is valid for the next thirty (30) days only. the day of , 20 Date County Treasurer ACHD President APPROVAL OF CITY ENGINEER I, the undersigned, City Engineer in and for the City of Meridian, Ada County, Idaho, hereby approve this plat. City Engineer Date COUNTY RECORDER'S CERTIFICATE State of Idaho ) APPROVAL OF CITY COUNCIL ) s.s. County of Ada ) I, the undersigned, City Clerk in and for the City of Meridian, Ada County, Idaho, hereby certify that at a regular I hereby certify that this instrument was filed for record at the request of at Minutes meeting of the City Council held on the day of , 20 , this plat was duly accepted and past O'clock M. on this day of , 20 , in Book of plats at approved. Pages Instrument No. Deputy Ex-Officio Recorder �N�-ENS City Clerk, Meridian, Idaho �C)�, 7729 C o G' TF OF OR y G. P� 6ailey Engineering, Inc. CIVIL ENGINEERING I PLANNING 1 CADD SHEET 4 OF 4 1119 E.STATE STREET, SUITE 210 TEL 208-938-0013 EAGLE, ID 83616 www.baileyengineers.com