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Home My WebLink AboutRecorded Plat_2675 LanarkBK 90 PG 10508 PLAT OF OLSON AND BUSH SUBDIVISION NO. 2 A PORTION OF THE SE 1/4, HEALTH CERTIFICATE SECTION B. T.3N., RAE., B.M. SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13 HAVE BEEN DETAIL MERIDIAN, ADA COUNTY, IDAHO SATISFIED BASED ON THE STATE OF IDAHO, DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) APPROVAL OF THE DESIGN PLANS AND SPECIFICATIONS AND THE CONDITIONS IMPOSED ON THE DEVELOPER FOR CONTINUED SATISFACTION OF THE SANITARY RESTRICTIONS. BUYER IS CAUTIONED 2004 THAT AT THE TIME OF THIS APPROVAL, NO DRINKING WATER OR SEWER/ SEPTIC FACILITIES WERE CONSTRUCTED. BUILDING CONSTRUCTION CAN BE ALLOWED WITH APPROPRIATE BUILDING PERMITS IF DRINKING WATER OR SEWER FACILITIES HAVE SINCE BEEN CONSTRUCTED OR IF THE DEVELOPER A/ IS SIMULTANEOUSLY CONSTRUCTING THOSE FACILITIES. IF THE DEVELOPER FAILS TO CONSTRUCT /T' FACILITIES OR MEET THE OTHER CONDITIONS OF DEC, THEN SANITARY RESTRICTIONS MAY BE 2.5 �-- 1 0 1 \� REIMPOSED, IN ACCORDANCE WITH SECTION 5G-1326, IDAHO CODE, BY THE ISSUANCE OF A I�30' �� -ADA COUNTY HIGHWAY CERTIFICATE OF DISAPPROVAL, AND NO CONSTRUCTION OF ANY BUILDING OR SHELTER REQUIRING 20' MERIDIAN CITY1 DRINKING WATER OR SEWER/ SEPTIC FACILITIES SHALL BE ALLOWED. SEWER EASEMENT DISTRICT (ACHD) F` / STORM DRAINAGE --- (EXISTING) I j EASEMENT F-- ----------------------- IrF-20' ACHD STORM rIF� ,D I DRAINAGE EASEMENT JL CENTRAL DISTRICT HEAL DEPARTMENT 1T I NOTES 1. EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR i PUBLIC UTILITIES, DRAINAGE, SEWER AND STREET LIGHTS OVER THE TEN (10) FEET II UNION PACIFIC RAILROAD 100 50 0 100 200 300 ADJACENT TO ANY PUBLIC STREET. THIS EASEMENT SHALL NOT PRECLUDE THE CONSTRUCTION OF HARD -SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. SCALE IN FEET 2. BUILDING SETBACK DIMENSIONS IN THIS SUBDIVISION SHALL CONFORM TO THE UN PLATTED APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, 'IN EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT. 3. ANY RESUBDIMSION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RESUBDIVISION OR AS ALLOWED BY SEf G1d - S 89W'19• E 1074M' EVANS DRAIN EASEMENT CONDITIONAL USE PERMIT. -��T-� SET CAP F11, 3J6.26 221.01' 171.00 ��17 W �- 17359 4. THE LOT OWNER IS RESPONSIBLE FOR THE MAINTENANCE OF ANY IRRIGATION OR EVANS DRAIN i i zD' MERIDIAN CITY 1 1 o EVANS DRAIN DRAINAGE PIPE CROSSING SAID LOT UNLESS SAID RESPONSIBILITY IS ASSUMED BY AN 1 1 1 SEWER EASEMENT I r- IRRIGATION OR DRAINAGE AUTHORITY. I _ _________________ N ti I 5. THE BOTTOM OF BUILDING FOOTINGS SHALL BE SETA MINIMUM INCHES �i ABOVE THE HIGHEST ESTABLISHED NORMAL GROUND WATER ELEVATION. 1 1 4 6. A CLEAR VISION SIGHT TRIANGLE WILL BE PROVIDED AT ALL STREET 1 1I 11 gi 1 10 8 9 8 m 8 -.$. 0 7 1 INTERSECTIONS PER MERIDIAN CITY ORDINANCE. WITHIN THIS TRIANGLE, NO _ e �S'.. 11 OBSTRUCTION HIGHER THAN 36 INCHES ABOVE THE TOP OF PAVEMENT WILL BE =j I BLOCK 1 o BLOCK 1 +l ALLOWED, INCLUDING LANDSCAPING, BERMS, FENCES, WALLS OR SHRUBS. Vl i 20' ACHD STORM 1p 7. AS SHOWN HEREON, THERE IS A CITY OF MERIDIAN SANITARY SEWER EASEMENT 'I I TEMPORARY ACHD DRAINAGE EASEMENT I9 _ �[ ALONG THE LINE COMMON TO LOTS 10 AND 11, BLOCK 1. THE OWNERS OF THESE TURNAROUND EASEMENT (SEE NOTE pEl ib U) LOTS ARE REQUIRED TO PROVIDE ACCESS TO THE CITY OF MERIDIAN AT ALL TIMES. INSTRUMENT No.101017571 1 O Q WHILE PERFORMING MAINTENANCE OR CONSTRUCTION DUTIES ON THEIR FACILITIES 31W.72' i I WITHIN THIS EASEMENTS, THE CITY OF MERIDIAN SHALL ONLY RESTORE THE ORIGINAL Mx 1, 22a.00 tnw' n1.W' 18171' m m d 14' GRAVEL ACCESS ROAD. ANY REPAIR OF OTHER SITE IMPROVEMENTS SUCH AS it 1 � __ E LANARK ST. - 6 eeas'pD'x b _ O -1 PAVING. LANDSCAPING, ECT., SHALL BE THE RESPONSIBILITY OF THE LOT OWNERS _ _ -- - - -- Z Q ALL BUILDINGS AND STRUCTURES SHALL BE PROHIBITED WITHIN THE LIMITS OF THIS Q - O 8/19 S + 9 EASEMENT. THIS EASEMENT SHALL REMAIN FREE OF ALL ENCROACHMENTS AND W H� C7 176.00 170.00 170.00 158.00 s Z H OBSTRUCTIONS (INCLUDING FENCES AND TREES) WHICH MAY ADVERSELY AFFECT THE l030' TEMPORARY ACHD i�:g.. Z V) 1/4 CORNER OPERATION AND MAINTENANCE OF UNDERGROUND PIPES. �J TURNAROUND EASEMENT '4'• 1 Q INSTRUMENT NO. 101017570 I 1� N O I �,p� BHoa�0110Be39 S. A PORTION OF LOT 10 OF BLOCK 1 IS SERVIENT TO AND CONTAINS THE ACHD J ia+I 1 $I I J O I STORM WATER DRAINAGE SYSTEM. THIS LOT IS ENCUMBERED BY THAT CERTAIN d 1Es1 1 ° 1 n Z MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED ON JUNE 1, 2004 AS INSTRUMENT NO.104068411, OFFICIAL RECORDS OF ADA COUNTY, AND ly ; 5 $ ^ 4 S 3 2 e- 1 y�el� INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER gl I I EASEMENT"). THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE 1�1 S _ BLOCK 3 p; S DEDICATED TO ACHD PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER 1 jr/-SNYDER LATERAL EASEMENT - 8 roa991'tYC EASEMENT IS FOR DRAINAGE SYSTEM. OPERATION AND MAINTENANCE OF THE STORM WATER r 2DBLOCK 3 2948' 1 1-* - _ y MPORARY ACHD I I I -C 9. THE 20 FOOT LANDSCAPE SETBACK ON LOTS 1 THROUGH 5, BLOCK 3, SHALL BE 20'--� 1 1 « o REAL PANT W RESERVED FOR LANDSCAPING REQUIRED BY THE CITY OF MERIDIAN. THESE LOTS 1 I" UNDIG4PE RNARWND 1U 1 Qr BEGINN/NG I � SETwt:K I EASEMENT I yy 1 i SHALL PROVIDE LANDSCAPING AS REQUIRED BY THE CITY OF MERIDIAN. �.............. __ __ L_ NSIRU_ME_NT_N0.____�e's__ ^ I� _ 101017`569 1 -N BY01'15' w _fie3,,6' 10. ALL LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO THE TERMS OF A I N 89'02'19� W 1B14.B5 DEVELOPMENT AGREEMENT RECORDED IN THE OFFICE OF THE ADA COUNTY RECORDER, I F(]f NFT ------- Boundary Line - - Section Line Right -of -Way Line - - - Centerline Lot Line ----------- Easement line Real Point of Beginning, Found 5/8' Rebor with Plastic Cap LS 3624 Found Brass or Aluminum Cap (as noted) • Set 5/8700' Rebor with Plastic Cap • Set 1/25124' Rebar with Plastic Cap o Found 51V Rebor RPOB 8 INSTRUMENT NO. 104056166. OLEON AND BUSH UNPLATTED 11. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. LSOI INDUSTRIAL PARK 81 $I aA/ _L LAN, /r S o�c]5�$GIST _ _ _ Seff3Y00'W2571.00 _ _.-.-.-.-. _ --- _ _ _ _ .--------------- I_.�.- a 7� (BASIS OF BEARING) E. FRANKLIN RD. - - 17 16 44 1/4 CORNER SECTION CORNER `"a If Found Brasa Cap Found Brae. Cap C.P.&F. No. NONA0 C.P.dd=. No. 9900]4]5 OF �Ag IL BAR CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD ERG. C1 109*05*56" 50.00 95.21 70.23 81.46 S 88'45'00' E C2 109'OS'56' 50.00 95.21 70.23 81.46 N 88'45'00' W C3 101.06*37' 50.00 158.05-5160.86 100.00 S 00'28'13- E R2 DUMPUM BRIGGS ENGWEEMGe ]INC. Developer Consulting Engineers Boise, Idaho Boise, Idaho SHEET 1 OF 2