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CC - TM CREEK APPROVED PRE-PLATROW ROWROWROW ROWROWROWROWP/LP/L P/LP/LP/LROWROW P/L P/LP/LP/LP/LP/LP/LP/LP/LP/L P/L P/L P/LP/LP/L P/L P/L P/LP/LP/LP/L P / L P / L P / L P / L P / L P / L P / L P / L P/L P/LP/L P/LP:\209047\DESIGN\CAD\01 PREDES\TASK 06\00 PRE-PLAT TM CREEK\SHEET 1.DWG LAST SAVED: 8/23/2013 9:13 AM PRINTED: 8/23/2013 9:24 AMCAD NAME:SCALE: (Based on 22"x34" sheet)CHECKED:APPROVED:DESIGNED: P R O J E C T N O . S H E E T N O . NO.REVISIONSBYDATE DRAWN: T M C R E E K P R E L I M I N A R Y P L A T 2 0 9 0 4 7 - 6 This document or any part thereof in detail or design concept is thepersonal property of Keller Associates, Inc. and shall not be copied in anyform without the written authorization of Keller Associates, Inc. 1 3 1 S W 5 t h A v e n u e , S u i t e A M e r i d i a n , I d a h o 8 3 6 4 2 ( 2 0 8 ) 2 8 8 - 1 9 9 2 O R I G I N A L S I G N E D B Y : N A T H A N C L E A V E R D A T E O R I G I N A L S I G N E D : . O N F I L E A T : K E L L E R A S S O C I A T E S I N C . 12490NATHAN CLEAVER PROFESSIONAL ENGINEERREGISTEREDSTATE OF IDAHO 0 8 / 2 3 / 1 3 P R E L I M I N A R Y P L A T S H O W I N G T M C R E E K L O C A T E D I N N W 1 / 4 O F S E C T I O N 1 4 , T 3 N . , R . 1 W B . M . A D A C O U N T Y , I D A H O A U G U S T 2 8 , 2 0 1 3 TEN MILE RD B r i g h t o n C o r p o r a t i o n 1 2 6 0 1 W E x p l o r e r D r , # 2 0 0 B o i s e , I D 8 3 7 1 3 P h : ( 2 0 8 ) 3 7 8 - 4 0 0 0 C o n t a c t : M i k e W a r d l e O W N E R / D E V E L O P E R : K e l l e r A s s o c i a t e s , I n c . 1 3 1 S W 5 t h A v e n u e , S u i t e A M e r i d i a n , I D 8 3 6 4 2 P h : ( 2 0 8 ) 2 8 8 - 1 9 9 2 C o n t a c t : N a t h a n C l e a v e r , P . E . C I V I L E N G I N E E R : C O V E R S H E E T NGCNGCAS NOTED IC IC 1 O F 3 S E C T I O N C O R N E R / Q U A R T E R C O R N E R S E C T I O N L I N E L E G E N D R O W P / L P R O P E R T Y L I N E 7 8 5 6 E A S E M E N T L I N E 1 2 ' ' W 1 2 ' ' W W A T E R L I N E & F I R E H Y D R A N T S S S S S E W E R L I N E D E V E L O P M E N T F E A T U R E S : Z O N E ( E X I S T I N G ) A D A C O U N T Y R U T Z O N E ( P R O P O S E D ) C I T Y C - G , T N - C , R - 4 0 T O T A L A C R E S 4 1 . 0 2 8 T O T A L L O T S 5 2 B U I L D I N G L O T S 4 9 1514 10116ƒ : C U R B , G U T T E R & S I D E W A L K I 8 4 W O V E R L A N D R D W V I C T O R Y R D W F R A N K L I N R D S TEN MILE RD S LINDER RD S BLACK CAT RD N . T . S . Q U A R T E R S E C T I O N * SEE SHEET 2 FOR PROPERTY BEARINGS L I S T O F D R A W I N G S S H E E T 1 C O V E R S H E E T S H E E T 2 S I T E L A Y O U T S H E E T 3 R I G H T - O F - W A Y S E C T I O N S NTS N T S NOTES:1.ALL BUILDABLE LOTS WITHIN THIS SUBDIVISION WILL BE PROVID E D W I T H DOMESTIC WATER SERVICE BY THE CITY OF MERIDIAN. THE PRO P O S E D W A T E R MAINS SHALL BE CONNECTED TO EXISTING CITY OF MERIDIAN W A T E R M A I N S . 2.ALL BUILDABLE LOTS WITHIN THIS SUBDIVISION WILL BE PROVID E D W I T H SANITARY SEWER SERVICE BY THE CITY OF MERIDIAN. THE PRO P O S E D SANITARY SEWER MAINS SHALL BE CONNECTED TO EXISTING C I T Y O F M E R I D I A N SANITARY SEWER MAINS.3.A PRESSURIZED IRRIGATION SYSTEM OWNED AND OPERATED B Y T H E DEVELOPER, OR ASSIGN WILL BE INSTALLED TO SERVE THE LOT S . 4.THIS PROPERTY IS NOT WITHIN A MAPPED SFHA AS SHOWN ON T H E F L O O D INSURANCE RATE MAP. COMMUNITY PANEL NO. 16001C0231 H, W H I C H B E A R S A N EFFECTIVE DATE OF FEBRUARY 19, 2003.5.THE STREETS AS SHOWN WILL BE DEDICATED TO THE PUBLIC A N D S H A L L B E CONSTRUCTED IN ACCORDANCE WITH THE CURRENT EDITION O F T H E I D A H O STANDARDS FOR PUBLIC WORKS CONSTRUCTION AND THE ADA C O U N T Y HIGHWAY DISTRICT STANDARDS.6.STORM WATER DRAINAGE SHALL BE MANAGED & DETAINED IN U N D E R G R O U N D SEEPAGE BEDS ON-SITE IN ACCORDANCE WITH CITY OF MERIDI A N , A C H D , A N D NAMPA MERIDIAN IRRIGATION DISTRICT REQUIREMENTS.7.DIRECT ACCESS FROM ANY COMMERCIAL LOT TO S TEN MILE R O A D I S PROHIBITED EXCEPT AS SPECIFICALLY APPROVED BY THE AGEN C Y H A V I N G JURISDICTION.8.MINIMUM BUILDING SETBACKS SHALL BE IN ACCORDANCE WITH T H E C I T Y O F M E R I D I A N A P P L I C A B L E Z O N I N G A N D S U B D I V I S I O N R E G U L A T I O N S A T T H E T I M E O F I S S U A N C E O F I N D I V I D U A L B U I L D I N G P E R M I T S O R A S S P E C I F I C A L L Y A P P R O V E D A N D / O R R E Q U I R E D . 9 . T H I S S U B D I V I S I O N I S S U B J E C T T O C O M P L I A N C E W I T H I D A H O C O D E S E C T I O N 3 1 - 3 8 0 5 C O N C E R N I N G I R R I G A T I O N U S E . 1 0 . T H I S S U B D I V I S I O N 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 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 : 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 1 . C O M M O N L O T S A R E L O T 3 0 / B L O C K 1 , L O T 7 / B L O C K 2 & L O T 1 / B L O C K 3 . A L L C O M M O N L O T S W I L L B E O W N E D A N D M A I N T A I N E D B Y T M C R O S S I N G O W N E R S A S S O C I A T I O N . 1 2 . A L L L O T S I N T H I S S U B D I V I S I O N A R E S U B J E C T T O C R O S S A C C E S S A N D P A R K I N G E A S E M E N T S . L A N D S C A P E A R C H I T E C T : T H E L A N D G R O U P , I N C 4 6 2 E a s t S h o r e D r i v e , # 1 0 0 E a g l e , I D 8 3 6 1 6 ( 2 0 8 ) 9 3 9 - 4 0 4 1 C o n t a c t : R o g e r C o l l i n s P R O P O S E D S I T E P H A S E L I N E R O W R I G H T O F W A Y - D E D I C A T E D ( E X I S T I N G ) R I G H T O F W A Y - P R E S C R I P T I V E P I P I P R E S S U R E I R R I G A T I O N L I N E R E C W R E C L A I M E D W A T E R L I N E S D S D S T O R M D R A I N L I N E S T O R M D R A I N F A C I L I T Y 2 5 8 4 G R O U N D C O N T O U R NOT A PART P O I N T O F B E G I N N I N G B O U N D A R Y L I N E NOT A PART FRANKLIN RDBLOCK 1 BL O C K 2 BLOCK 3 T E N M I L E S T U B D R A I N KENNEDYLATERAL 1/ 1 6 S E C 1 4 W 1 / 4 N 1 / 4 N S E C 1 4 1 3 2 9 . 0 0 ' 6ƒ : 1328.99'1329.07'1/4N 1329.07'1/16SEC 14N W W W S S S S S S S S S S S S S S S S S S S S P P P P P P P P P P P P OHPOHP O H P O H P O H P PPSSSS S S S S S S SSSSSSSSSSSSSSSSSS TRWWWWWWWW O H P O H P T T R T R T R P P P P P P PPPP P P P P OHP 2 5 7 5 25 8 0 2 5 7 2 2 5 7 3 2 5 7 4 2 5 7 6 2577 25 7 8 25 7 9 2581 2582 2 5 8 3 2 5 8 4 2575 2 5 8 0 2 5 8 0 257425742576 2577 2 5 7 7 2 5 7 7 2 5 7 8 2 5 7 8 2 5 7 8 2 5 7 9 2 5 7 9 2 5 7 9 2 5 7 9 2 5 8 1 2 5 8 1 2580 25782579 2 5 8 0 2 5 7 7 2 5 7 8 2 5 7 9 2 5 8 0 2570 P P 2 5 7 0 2 5 6 5 2 5 6 6 2 5 6 4 2 5 7 2 2 5 7 3 2 5 7 4 2 5 8 3 2 5 8 0 2 5 7 0 2 5 6 5 2 5 6 8 2 5 6 5 256 5 2 5 6 0 2560 2565 2569 2570 2 5 7 5 2 5 7 9 2 5 7 2 2 5 7 0 2 5 6 4 2 5 6 5 2 5 7 0 2 5 7 5 2 5 8 0 2 5 8 3 2 5 7 5 2 5 7 6 2 5 7 0 2 5 6 8 2 5 6 8 2 5 7 0 2 5 7 5 2 5 8 0 2 5 8 1 T R T R T R S D S D S D S D S D S D S D S D S D S D S D S D S D G A S G A S G A S G A S G A S G A S G A S G A S G A S G A S ROW ROW ROW ROW R O W R O W R O W ROW R O W 1 / 1 6 S E C 1 4 W R E C W R E C W R E C W R E C W R E C W R E C W R E C W R E C W P / L 8 ' ' W 8 ' ' W S S P / L 8 ' ' W 8''SS>8''SS>8''SS>8''SS>8''SS>8''SS>8''SS> 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L ROW ROWROW R O W R O W 12''W12' ' W R O W R O W R O W R O W P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P/L P / L P/L P / L P / L P / L P/L P / L P/L P / L P/L P / L P/L P / L P / L P / L P / L 8''W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' W 8''SS< 8 ' ' S S < 8 ' ' S S < 8 ' ' S S < P/L P / L P/L P / L P/L P / L P/L P / L P/L P / L P/L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P/L P / L P / L EP R O W R O W B L O C K 1 B L O C K 2 BLOCK 38''SS< 8 ' ' S S < 8 4 . 8 5 1 2 . 0 4 3 3 . 3 0 120.00 1 5 7 . 5 4 33.85 67.88 6  ƒ           :        8 ' ' W 8 ' ' W 8 ' ' S S < 8 ' ' W 8 ' ' W 8 ' ' S S < 8''W 8''W 8''W 8''W 8''W 8''W 8''SS< 8 ' ' S S < 8''W8'' W 8 ' ' W 8 ' ' W 8 ' ' W 8 ' ' S S < 8 ' ' S S > P / L P / L E P 5 6 9 . 5 7 79.37' 79.37 79.37' 2 4 9 . 0 2 4 1 . 4 4 3 2 2 8 , 4 5 0 S F 3 3 1 1 , 0 6 9 S F P / L 2 5 2 2 , 8 2 3 S F 126,250 SF227,405 SF327,998 SF428,084 SF535,258 SF635,261 SF735,262 SF835,263 SF931,019 SF1030,897 SF1128,539 SF1226,669 SF 1 3 3 2 , 6 1 7 S F 1 4 3 1 , 8 5 8 S F 1 5 3 2 , 3 9 8 S F 1 6 2 6 , 1 1 7 S F 2 1 1 4 , 3 7 9 S F 2 2 1 7 , 2 4 1 S F 2 7 3 8 , 9 6 4 S F 2 8 1 8 , 0 6 4 S F 2 9 2 1 , 3 8 1 S F 3 0 8 4 , 5 5 7 S F 3 1 4 5 , 7 8 9 S F 3 4 4 7 , 2 4 1 S F 3 5 4 9 , 9 3 6 S F 3 6 5 0 , 8 5 0 S F 3 7 5 8 , 3 6 9 S F 3 8 5 8 , 2 0 4 S F 3 9 5 7 , 0 2 9 S F 1 9 2 0 , 3 9 8 S F 1 3 0 , 7 5 6 S F 2 2 9 , 8 2 6 S F 3 2 9 , 8 2 1 S F 4 2 9 , 8 1 7 S F 5 2 9 , 8 1 3 S F 6 3 0 , 7 5 8 S F 18,834 SF 2 0 1 9 , 7 4 0 S F 2 3 1 7 , 3 3 9 S F 2 4 1 7 , 2 5 4 S F 2 6 2 2 , 4 0 7 S F 7 4 , 1 4 2 S F 8 2 9 , 1 4 7 S F 9 2 9 , 2 6 3 S F 1 0 2 9 , 2 4 8 S F 1 1 2 8 , 2 2 1 S F 1 2 2 2 , 7 0 9 S F 1 7 2 0 , 8 9 7 S F 1 8 2 1 , 1 6 4 S F 71.47' 343.83'63.6723.06'176.45'10.00' 7 0 . 0 0 ' 10. 0 0 ' 4 4 . 3 7 ' 9 . 6 4 ' 7 . 4 1 ' 2 7 . 2 2 ' 79.37' 353.84'42.40 37.25'349.21' 99.64' 353.86'99.64 353.85' 99.65' 353.88'99.65'353.87' 87.65' 353.90'87.65 353.89' 87.65' 337.05'17.86'66.88'10.62'330.66'43.37'36.33'99.65' 99.64' 99.65 99.65'87.65' 44.214.36'37.10'19.55'27.04'56.75'271.80' 7 . 6 5 ' 64.52' 8 . 4 4 ' 7 3 . 7 1 ' 298.96' 5 2 . 8 6 ' 5 3 . 2 5 ' 303.32' 4 1 . 6 5 ' 6 4 . 6 2 ' 4 1 . 2 2 ' 5 2 . 3 6 ' 5 2 . 2 0 ' 4 9 . 5 9 ' 1 0 4 .9 3 ' 118.21' 6 0 . 7 3 ' 2 4 . 0 8 ' 7 3 . 3 9 ' 2 . 7 0 ' 9 3 . 2 2 ' 6 3 . 4 7 ' 2 9 . 0 8 ' 5 5 . 2 5 ' 6 4 . 1 4 ' 4 2 . 2 2 ' 1 1 . 4 0 ' 1 0 0 . 8 4 ' 9 3 . 7 5 ' 9 3 . 2 2 ' 8 6 . 4 0 ' 1 9 . 7 1 ' 3 4 . 4 9 ' 7 1 . 8 8 ' 1 6 0 . 0 0 ' 1 9 7 . 1 8 ' 1 8 4 . 8 9 ' 1 0 8 . 0 2 ' 2 0 9 . 6 6 ' 5 7 . 9 9 ' 9 3 . 2 2 ' 121.91'121.91' 120.61' 1 7 6 . 2 6 ' 7 . 9 0 ' 100.00' 1 3 0 . 6 6 ' 4 4 . 6 8 ' 8 6 . 7 8 ' 1 4 4 . 2 1 ' 6 7 . 1 4 ' 1 1 4 . 3 0 ' 1 8 7 . 3 0 ' 1 5 9 . 0 7 ' 284.67' 1 3 0 . 7 5 ' 150.55' 1 3 0 . 7 4 ' 1 3 0 . 7 4 ' 374.52' 7 6 . 6 9 ' 6 9 . 2 6 ' 368.00' 2 3 . 5 5 ' 3 8 . 5 7 ' 7 6 . 8 8 ' 424.19' 1 4 . 2 3 ' 8 5 . 7 0 4 5 . 0 7 ' 441.36' 9 7 . 6 9 ' 4 4 . 7 7 ' 446.98' 1 1 4 . 7 5 ' 1 7 . 5 0 ' 260.83'6 2 .0 1' 2 9 . 8 9 ' 1 0 1.40' 8 8 . 8 1 ' 102.57' 2 9 0 . 6 4 ' 1 2 1 . 8 8 4 1 . 7 0 ' 1 8 . 0 0 ' 2 4 9 . 0 0 ' 102.63' 2 9 0 . 6 0 ' 102.63 102.63' 2 9 0 . 5 6 ' 102.63 102.63' 2 9 0 . 5 2 ' 102.63 102.63' 2 9 0 . 4 8 ' 102.63116.31 186.41'16.21'4.41'58.46'206.76'33.26' 1   ƒ        (         1   ƒ        (          6   ƒ        (          6   ƒ        (          1  ƒ        (         6   ƒ        (         6  ƒ        :         6   ƒ        (          6ƒ : 6   ƒ        :          6  ƒ        :         6  ƒ        :          6  ƒ        :         1   ƒ        (          6ƒ : 1   ƒ        :          1   ƒ        :          1   ƒ        :         1   ƒ        :          1   ƒ        :         C 1 6   ƒ        :         C 2 1   ƒ        :          C36ƒ       :          1ƒ ( 1ƒ : 1ƒ ( 1ƒ ( 1ƒ ( 1ƒ ( 1ƒ ( 1ƒ : C4 1ƒ ( 1ƒ ( 1ƒ ( 1ƒ ( 1ƒ ( 6ƒ ( 6  ƒ        :         6   ƒ        (         1  ƒ        (         6   ƒ        (         1   ƒ        (        6  ƒ        :        6  ƒ        :        1 8 5 . 5 5 1 8 5 . 2 5 123.71 9 3 . 2 2 1 8 4 . 6 5 1 9 6 . 2 1 107.11 4 1 . 4 0 4 1 . 4 0 100.79 2 9 0 . 3 1 100.79 100.79 2 8 9 . 1 1 2 8 . 7 8 ' 72.05 100.79 2 6 5 . 6 8 1 0 3 .8 5 ' 100.79 4 9 . 1 4 7 0 . 6 6 ' 6 6 . 7 0 6 8 . 2 1 ' 5 6 . 6 0 ' 9 3 . 3 4 ' 2 2 6 . 5 7 ' 9 3 . 2 2 ' 1 7 8 . 2 0 ' 5 2 . 3 6 ' 155.23' 221.77' 4 5 . 5 1 ' 4 8 . 0 4 ' 2 2 3 . 8 0 ' 9 3 . 2 2 ' 3 3 . 3 3 ' 1 8 6 . 4 5 ' 2 5 . 1 3 21.08' 2 1 3 . 8 2 100.79 102.63 2 4 9 . 0 1 2 9 0 . 3 5 CURVE TABLECURVE #C1C2C3C4 LENGTH68.61107.7092.4219.55 RADIUS69.99199.99199.997272.00 DELTAƒ ƒ ƒ ƒ TANGENT37.3555.1947.059.77 CHORD65.90106.4091.6019.55 BEARING1ƒ :6ƒ :6ƒ :1ƒ (CAD NAME:SCALE: (Based on 22"x34" sheet)CHECKED:APPROVED:DESIGNED: P R O J E C T N O . S H E E T N O . NO.REVISIONSBYDATE DRAWN: T M C R E E K P R E L I M I N A R Y P L A T 2 0 9 0 4 7 - 6 This document or any part thereof in detail or design concept is thepersonal property of Keller Associates, Inc. and shall not be copied in anyform without the written authorization of Keller Associates, Inc. 1 3 1 S W 5 t h A v e n u e , S u i t e A M e r i d i a n , I d a h o 8 3 6 4 2 ( 2 0 8 ) 2 8 8 - 1 9 9 2 O R I G I N A L S I G N E D B Y : N A T H A N C L E A V E R D A T E O R I G I N A L S I G N E D : . O N F I L E A T : K E L L E R A S S O C I A T E S I N C . 12490NATHAN CLEAVER PROFESSIONAL ENGINEERREGISTEREDSTATE OF IDAHO 0 8 / 2 3 / 1 3 0 1 0 0 2 0 0 NGCNGCAS NOTED IC IC C A L N O N A C C E S S E A S E M E N T U N P L A T T E D S I T E L A Y O U T 2 O F 3 N O T A P A R T P O I N T O F B E G I N N I N G W 1 6 T H S E C 1 4 FRANKLIN CROSSING AVE TEN MILE CREEK DR TEN MILE RD F R A N K L I N R D N O T A P A R T NOT A PARTNOT A PART UNPLATTED P:\209047\DESIGN\CAD\01 PREDES\TASK 06\00 PRE-PLAT TM CREEK\SHEET 2.DWG LAST SAVED: 8/23/2013 9:17 AM PRINTED: 8/23/2013 9:24 AMNOT A P A R T 6 0 ' K E N N E D Y L A T E R A L E A S E M E N T P R O P O S E D 1 0 0 ' T E N M I L E D R A I N E A S E M E N T T E N M I L E D R A I N SLOPEEASEMENT RAILWAYEASEMENT 8 0 ' R A I L W A Y E A S E M E N T ( I D A H O P O W E R I n s t . # 1 0 3 2 6 2 ) K E N N E D Y L A T E R A L 101' ROW SUFFICIENT FOR 5-LANEROADWAY IF NEEDED EXISTING RIGHT-OF-WAY E X I S T I N G R I G H T - O F - W A Y F U T U R E R O W F O R F U T U R E R O U N D A B O U T I R R I G A T I O N E A S E M E N T ȭ 1.50'5.00'SIDEWALK 8.00'PLANTER 0 . 5 0 ' 6 . 0 0 ' B I K E 1 1 . 0 0 ' L A N E 1 . 5 0 ' 5 . 0 0 ' S I D E W A L K 8 . 0 0 ' P L A N T E R 0 . 5 0 ' 6 . 0 0 ' B I K E 1 1 . 0 0 ' L A N E 4 8 . 0 0 ' F A C E T O F A C E T E N M I L E C R E E K D R 3 L A N E C O L L E C T O R W / M E D I A N 1 4 . 0 0 ' M E D I A N / T U R N L A N E 1 0 1 . 0 0 ' R O W S H O W N O N P R E - P L A T 7 8 . 0 0 ' M I N R E Q U I R E D R O W 2.00'5.00'SIDEWALK 8.00'PLANTER0.50'6.00'BIKE 1 1 . 0 0 ' L A N E 7 0 . 0 0 ' F A C E T O F A C E F R A N K L I N C R O S S I N G A V E 5 L A N E W I T H B I K E L A N E S 1 0 1 . 0 0 ' R O W 1 1 . 0 0 ' L A N E 5 . 0 0 ' S I D E W A L K 8 . 0 0 ' P L A N T E R 0 . 5 0 ' 6 . 0 0 ' B I K E 1 1 . 0 0 ' L A N E 1 1 . 0 0 ' L A N E ȭ 1 4 . 0 0 ' M E D I A N / T U R N L A N E 2 . 0 0 ' P:\209047\DESIGN\CAD\01 PREDES\TASK 06\00 PRE-PLAT TM CREEK\SHEET 3.DWG LAST SAVED: 8/23/2013 9:16 AM PRINTED: 8/23/2013 9:24 AMCAD NAME:SCALE: (Based on 22"x34" sheet)CHECKED:APPROVED:DESIGNED: P R O J E C T N O . S H E E T N O . NO.REVISIONSBYDATE DRAWN: T M C R E E K P R E L I M I N A R Y P L A T 2 0 9 0 4 7 - 6 This document or any part thereof in detail or design concept is thepersonal property of Keller Associates, Inc. and shall not be copied in anyform without the written authorization of Keller Associates, Inc. 1 3 1 S W 5 t h A v e n u e , S u i t e A M e r i d i a n , I d a h o 8 3 6 4 2 ( 2 0 8 ) 2 8 8 - 1 9 9 2 O R I G I N A L S I G N E D B Y : N A T H A N C L E A V E R D A T E O R I G I N A L S I G N E D : . O N F I L E A T : K E L L E R A S S O C I A T E S I N C . 12490NATHAN CLEAVER PROFESSIONAL ENGINEERREGISTEREDSTATE OF IDAHO 0 8 / 2 3 / 1 3 NGCNGC1:5 IC IC R I G H T - O F - W A Y S E C T I O N S 3 O F 3