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CC - 17-38 Timberline Sub pre plat 01-3.8.18S S S SSS SS RIDEBAUGH CANAL 2 0 ' S E W E R E A S E M E N T P E R I N S T N o . 1 0 9 1 2 0 3 2 9 S E W E R A N D W A T E R E A S E M E N T P E R I N S T N o . 1 1 3 1 3 5 1 1 6 SS SS SS SS SS SS SS SS 200.00'N 0°00'39" E (R)220.00' S 89°48'05" E (R) 200.00'S 89°48'05" E 452.49' 2 9 5 . 0 0 ' 2 4 0 . 0 0 ' 3 6 5 . 6 9 ' S 8 9 ° 4 9 ' 5 9 " E ( R ) S 0 ° 0 1 ' 0 4 " E ( R ) N 89°49'59" W (R) 523.99' N 0 7 ° 0 8 ' 2 7 " W ( R ) 7 7 3 . 9 4 ' N 78°51' 4 3 " W ( R ) 375.27' S 6 1 ° 0 9 ' 0 7 " W ( R ) N 0 ° 0 0 ' 4 8 " E ( R ) 1 8 5 . 2 5 ' 2 9 0 . 0 1 ' 1 2 5 . 9 9 ' S 22°06'04" E (R) S 89°22'15" E (R)S 21°40'14" E 12.91' S 5 ° 0 4 ' 4 0 " E S 2 3 ° 4 0 ' 1 4 " E S 8 9 ° 2 4 ' 0 9 " E 5 5 . 0 0 ' S 0 ° 2 4 ' 4 6 " W 3 0 . 0 0 ' N 89°24'09" W N 0 6 ° 4 2 ' 3 7 " W N 78°25' 5 3 " W S 6 1 ° 3 4 ' 5 7 " W 2 4 . 1 2 ' N 0 ° 2 6 ' 3 8 " E S 89°22'15" EN 0°26'29" E C1 C 2 852.49'200.00' S 3 1 ° 2 5 ' 3 2 " E ( R ) S 3 0 ° 5 9 ' 4 2 " E S 0 ° 0 1 ' 0 4 " E ( R ) S 0 ° 2 4 ' 4 6 " W S 5 ° 3 0 ' 3 0 " E ( R ) S 2 4 ° 0 6 ' 0 4 " E ( R ) N 0°26'29" EN 0°26'29" EN 0°00'39" E (R) W W W W WWWWW W W W W W W 36.0' STREET SECTION 50' RIGHT-OF-WAYS. WINNIPEG AVE1" = 10' H Y D K E N T U C K Y R I D G E E S T A T E S S U B D I V I S I O N 33.0' STREET SECTION 50' RIGHT-OF-WAYW. CUMBERLAND DR., S. VOLUNTEER PL., S. BEAR CLAW AVE.1" = 10'VICTORY ROADSTREET SECTION1" = 10'ENTRY ROAD 65' RIGHT-OF-WAYS. VOLUNTEER PLACE1" = 10'SS S S S S S S 9 ' W A T E R E A S E M E N T P E R I N S T N o . 1 0 9 1 2 0 3 2 9 1 0 . 0 ' W W W W W W W W W W S S S S S S S S S S S WWWWWWWW W W W W SS SSSS S S S S W S W W S S S S SS ± 1 4 0 ' S S 220.00' S O U T H W I N N I P E G A V E T B M # 3 WEST VICTORY ROAD 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 2 0 2 1 2 2 2 3 2 5 2 6 2 7 2 8 2 9 3 0 3 1 3 2 3 3 34 35 36 37 38 39 1 2 4 6 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 4 3 2 5 6 B L O C K 2 B L O C K 2 B L O C K 2 BLOCK 2 B L O C K 1 B L O C K 1 BLOCK 3BLOCK 4 S . B E A R C L A W A V E W. CUMBERLAND DR S . V O L U N T E E R P L A C E W . C U M B E R L A N D D R . TBM #1 TBM #2 317COMMON LOT 8 C O M M O N L O T 7 C O M M O N L O T 9 C O M M O N L O T 2 4 C O M M O N L O T 5COMMONLOT40COMMON LOT 1 0 1 C O M M O N L O T 3 6 . 0 ' S T R E E T S E C T I O N 5 0 ' R I G H T - O F - W A Y S . W I N N I P E G A V E 1 " = 1 0 ' 2601 PROPERTY BOUNDARY LINEEXISTING DEED OR LOT LINEEXISTING RIGHT OF WAYSECTIONAL LINEEXISTING EASEMENTEXISTING EDGE OF CONCRETEEXISTING EDGE OF GRAVELEXISTING 12" WATER LINEEXISTING SEWER LINEEXISTING OVERHEAD POWEREXISTING TOP OF BANKEXISTING GRADE BREAKEXISTING TOE OF SLOPEEXISTING CHAIN LINK FENCEEXISTING WOOD FENCEEXISTING WIRE FENCEEXISTING CONTOUR LINEEXISTING DRAINAGE PIPEEXISTING SEWER MANHOLEEXISTING FIRE HYDRANTPROPOSED WATER VALVEEXISTING PRESSURE IRRIGATION VALVEEXISTING STORM DRAIN CATCH BASINEXISTING UTILITY POLEEXISTING POLE ANCHOREXISTING ELECTRICAL BOXEXISTING TELEPHONE RISEREXISTING MAILBOXEXISTING SIGNFOUND 5/8" REBAR AS NOTEDFOUND 1/2" REBAR AS NOTEDCALCULATED POINTRECORD INFORMATION PER R.O.S. INST. No. 107148189 PROPOSED STREET LIGHT EXISTING STORM MANHOLE EXISTING BUILDINGEXISTING TELEPHONE JUNCTION BOX EXISTING WATER MANHOLEEXISTING TELEPHONE MANHOLE CENTERLINE(R)SS PROPOSED 8" WATER LINEPROPOSED SEWER LINEPROPOSED SEWER MANHOLEHYDEXISTING LIGHT POLE EXISTING WATER VALVEW PROPOSED FIRE HYDRANT PROPOSED LOT LINEPROPOSED EASEMENTEXISTING WELL S WS W 3 3 . 0 ' S T R E E T S E C T I O N 5 0 ' R I G H T - O F - W A Y W . C U M B E R L A N D D R . , S . V O L U N T E E R P L . , S . B E A R C L A W A V E . 1 " = 1 0 ' V I C T O R Y R O A D S T R E E T S E C T I O N 1 " = 1 0 ' E N T R Y R O A D 6 5 ' R I G H T - O F - W A Y S . V O L U N T E E R P L A C E 1 " = 1 0 ' 1 1 3 RevisionsTIMBERLINE SUBDIVISION MERIDIAN IDAHO PRELIMINARY PLAT COVER SHEET S C A L E I N F E E T 0 6 0 3 0 6 0 1 2 0 1 " = 6 0 ' R S C 1 . P R O J E C T L O C A T I O N : M E R I D I A N I D A H O 2 . P R O J E C T Z O N E C L A S S I F I C A T I O N : R 8 - M I N I M U M L O T S I Z E : 5 , 4 4 5 s q f t 3 . P R O J E C T E L E V A T I O N S A R E B A S E D F R O M N A V D 8 8 D A T U M 4 . P R O J E C T A R E A : 1 7 . 3 0 A C R E S ( 7 5 3 , 7 0 4 s q f t ) 5 . R E Q U I R E D O P E N S P A C E : ( 7 5 3 , 7 0 4 x 1 0 % ) = 7 5 , 3 7 0 . 4 s q f t 6 . N U M B E R O F R E S I D E N T I A L L O T S : 5 7 7 . P R O P O S E D E A S E M E N T S : S U B D I V I S I O N B O U N D A R Y : 1 0 . 0 F E E T , A L O N G S T R E E T F R O N T A G E : 1 0 . 0 F E E T , S I D E L O T L I N E S : 1 0 . 0 ' C E N T E R E D O N L O T L I N E 8 . A N Y R E - S U B D I V I S I O N O F T H I S P L A T S H A L L C O M P L Y W I T H T H E A P P L I C A B L E Z O N I N G R E G U L A T I O N S I N E F F E C T A T T H E T I M E O F T H E R E - S U B D I V I S I O N 9 . B U I L D I N G S E T B A C K S A L O N G W I T H D I M E N S I O N A L S T A N D A R D S F O R T H I S S U B D I V I S I O N S H A L L B E I N C O M P L I A N C E W I T H T H E A P P L I C A B L E C I T Y O F M E R I D I A N Z O N I N G S T A N D A R D S . 1 0 . S A N I T A R Y S E W E R A N D W A T E R S Y S T E M S S H A L L B E P R O V I D E D B Y T H E C I T Y O F M E R I D I A N . 1 1 . A L L S T O R M W A T E R F A C I L I T I E S S H A L L B E C O N S T R U C T E D P E R A C H D P O L I C Y . S E E P A G E B E D S A N D / O R S T O R M W A T E R R E T E N T I O N P O N D S S H A L L B E U T I L I Z E D I N T H I S P R O J E C T . S E E P A G E B E D S W I L L B E P L A C E D W I T H I N T H E R O A D R I G H T - O F - W A Y A N D / O R C O M M O N A R E A S . R E T E N T I O N P O N D S W I L L B E C O N S T R U C T E D I N C O M M O N A R E A S . 1 2 . T H I S D E V E L O P M E N T R E C O G N I Z E S S E C T I O N 2 2 - 4 5 0 3 O F T H E I D A H O C O D E , R I G H T T O F A R M A C T , W H I C H S T A T E S : A G R I C U L T U R A L O P E R A T I O N , A G R I C U L T U R A L F A C I L I T Y O R E X P A N S I O N T H E R E O F N O T A N U I S A N C E - E X C E P T I O N . N O A G R I C U L T U R A L O P E R A T I O N , A G R I C U L T U R A L F A C I L I T Y O R E X P A N S I O N T H E R E O F S H A L L B E O R B E C O M E A N U I S A N C E , P R I V A T E O R P U B L I C , B Y A N Y C H A N G E D C O N D I T I O N S I N O R A B O U T T H E S U R R O U N D I N G N O N A G R I C U L T U R A L A C T I V I T I E S A F T E R I T H A S B E E N I N O P E R A T I O N F O R M O R E T H A N O N E ( 1 ) Y E A R , W H E N T H E O P E R A T I O N , F A C I L I T Y O R E X P A N S I O N W A S N O T A N U I S A N C E A T T H E T I M E I T B E G A N O R W A S C O N S T R U C T E D . T H E P R O V I S I O N S O F T H I S S E C T I O N S H A L L N O T A P P L Y W H E N A N U I S A N C E R E S U L T S F R O M T H E I M P R O P E R O R N E G L I G E N T O P E R A T I O N O F A N A G R I C U L T U R A L O P E R A T I O N , A G R I C U L T U R A L F A C I L I T Y O R E X P A N S I O N T H E R E O F . 1 3 . P R E S S U R E I R R I G A T I O N S H A L L B E P R O V I D E D P E R I D A H O C O D E , S E C T I O N 3 1 - 3 8 0 5 . S I T E D A T A L A N D S U R V E Y O R C I V I L E N G I N E E R D E V E L O P E R VICINITY MAP1"= 800'PROJECT SITERSC BENCHMARKSTBM #15/8" REBAR W/ILLEGIBLE CAPELEV: 2690.18'TBM #25/8" REBAR W/ PLASTIC CAP "PLS 11334"ELEV: 2686.85'TBM #35/8" REBAR W/ PLASTIC CAP "PLS 972"CURVEARC LENGTHDELTA ANGLERADIUS C H O R D L E N G T H C H O R D B E A R I N G C1248.25' 1 6 ° 3 5 ' 3 4 " 857.22' 2 4 7 . 3 8 ' S 1 3 ° 4 8 ' 1 7 " E C299.12' 1 8 ° 3 5 ' 3 4 " 305.45' 9 8 . 6 9 ' S 1 4 ° 4 8 ' 1 7 " E 16°35'34" S 1 3 ° 2 2 ' 2 7 " E 18°35'34" S 1 4 ° 2 2 ' 2 7 " E D E L T A A N G L E ( R ) C H O R D B E A R I N G ( R ) CURVE TABLE R . O . S . I N S T . N o . 1 0 7 1 4 8 1 8 9 P R E L I M I N A R Y P L A T F O R LEGEND B I L T M O R E E S T A T E S S U B D I V I S I O N P H A S E 1 P H A S E 2 MATCH LINE SEE SHEET 2 MATCH LINE SEE SHEET 3 AGENCY REVIEW NOT FOR CONSTRUCTION KENTU C K Y V I L L A S S U B D I V I S I O N KENTUCKY RIDGE ESTATES SUBDIVISION K E N T U C K Y R I D G E E S T A T E S S U B D I V I S I O N FEMA NOTETHIS PARCEL LIES WITHIN ZONE X:PER MAP NO. 16001C0234H, EFFECTIVE DATE 2/ 1 9 / 2 0 0 3 . ZONE X: AREA OF MINIMAL FLOOD HAZARD 1 0 6 9 2 R E G I S T E R E D S T A T E O F I D A HO L O T C O M M O N L O T S B L O C K S Q U A R E F O O T A G E U S A B L E O P E N S P A C E S Q U A R E F O O T A G E 1 1 1 2 , 4 1 8 1 2 , 4 1 8 7 1 2 3 , 2 5 1 2 3 , 2 5 1 8 1 8 , 6 6 1 0 9 1 1 6 , 1 3 5 1 6 , 1 3 5 2 4 2 8 , 1 7 2 8 , 1 7 2 4 0 2 1 1 , 1 8 3 5 3 1 0 , 0 6 0 1 0 , 0 6 0 7 3 9 , 1 3 4 4 , 5 6 7 1 5 9 6 4 0 T O T A L 8 0 , 1 9 4 . 5 5 , 5 9 1 . 5