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CC - Prelim PlatTHE LANDING No. 2SHOPHOUSE S H E D SHEDPUMPPOND W . W A L T M A N D R I V E S. TYLEE W A Y S. LINDER ROAD T H E L A N D I N G N o . 3 T H E L A N D I N G N o . 4 T H E L A N D I N G N o . 7 T H E L A N D I N G N o . 7 UNPLATTED S 89°49'00" E 9 6 0 . 0 1 ' S 00°00'35" E 381.34' N 8 1 ° 3 0 ' 4 0 " W N 6 0 ° 4 3 ' 1 0 " W 1 6 4 . 2 7 ' N 56°05'40" W156.44'PLS 972 P L S 2 8 2 4 N O C A P OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SSWWWWWWWWWWWWWWWWWW W E X I S T I N G I R R . B O X LMLMBOW H Y D T R A N 1 2 4 5 7 6 1 0 8 9 1 1 1 2 1 3 1 4 151617 18192021222324 2 5 2 6 2 7 2 9 3 0 2 8 3 1 3 , 5 7 3 S . F . 123.83' 5 , 6 1 4 S . F . 50.00' 50.55' 5 , 0 6 2 S . F . 54.72' 1 4 5 . 8 5 ' 6 0 . 1 6 ' 7 , 7 3 9 S . F . 8 , 0 7 2 S . F . 6 0 . 0 0 ' 5 , 9 2 7 S . F . 8 9 . 9 9 ' 5 0 . 0 0 ' 6 0 . 0 0 ' 5 , 9 2 2 S . F . 5 , 0 6 5 S . F 5 8 . 0 0 ' 5 , 0 8 4 S . F . 5 0 . 0 0 ' 3 7 . 8 0 ' 5 , 1 0 0 S . F . 5 0 . 0 0 ' 5 0 . 0 0 ' 6 , 1 2 0 S . F . 6 0 . 0 0 ' 6 0 . 0 0 ' 5 , 1 0 0 S . F . 5 0 . 0 0 ' 5 0 . 0 0 ' 6 , 1 2 0 S . F . 6 0 . 0 0 ' 6 0 . 0 0 ' 5 , 1 0 0 S . F . 5 0 . 0 0 ' 5 0 . 0 0 ' 6,120 S.F.60.00'60.00'5,100 S.F.50.00'50.00'5,902 S.F.60.00'28.34'5,269 S.F.58.00'7.78'50.00'50.00'5,100 S.F.6,034 S.F.59.16'59.16'5,097 S.F.46.14'4.65'50.00'24.85'162.41'65.58'67.50'5,873 S.F.5,026 S.F.71.50' 5 , 0 0 5 S . F . 6 2 . 5 0 ' 5 , 0 1 5 S . F . 5 6 . 5 0 ' 5 , 0 1 8 S . F . 5 1 . 9 0 ' 5 , 2 0 6 S . F . 5 0 . 0 0 ' 5 , 8 7 2 S . F . 8 2 . 1 5 ' 3 3 . 2 9 ' 35.19' 60.00' 5 , 1 5 7 S . F . 47.77' R=20.5'R=20.5' R = 2 0 . 5 ' R = 2 0 . 5 ' R=42' 5 5 9 . 1 0 ' 168.78' 88.35'R=49.5' R = 4 9 . 5 ' W . J O S H U A S T R E E T 121.51'20.00'PATHWAY, DRIVEWAY, EMERGENCYACCESS & SEWER EASEMENTOPEN SPACE E X I S T I N G 2 0 F O O T W I D E E A S E M E N T I N F A V O R O F N A M P A - M E R I D I A N I R R I G A T I O N D I S T R I C T 20' 2 0 ' E A S E M E N T I N F A V O R O F N A M P A - M E R I D I A N I R R . D I S T . W I T H A 1 0 ' W I D E M U L T I - U S E P A T H W A Y 795.49'30.00'99.50'102.00'102.00'102.00'87.77'102.50'102.50'102.50' 102.50' 102.50' 102.50' 102.50' 102.50' 97.86' 90.25' 100.00' 110.00' 120.00' 8 3 . 8 7 ' 1 0 9 . 0 4 ' 1 1 6 . 5 2 ' 1 7 6 . 1 8 ' 104.72' 114.58' 76.02' 85.14' 93.39' 100.97' 108.27' GARSHEDSHED 5 9 7 . 8 8 ' EP EP EP EP EP EP EP EP EP 2 5 9 4 2 5 9 5 2 5 9 5 2 5 9 6 2 5 9 6 2 5 9 7 2 5 9 7 2 5 9 8 2 5 9 8 2 5 9 9 2 5 9 9 2 6 0 0 2 5 9 8 2597 2 5 9 7 2596 2596 2595 259525952596259625932594259525962596 2593259325942594259425942594259325922591 2592 2591259022.5'22.5' 22.5'22.5' 2 2 . 5 ' 2 2 . 5 ' 3132 3 3 3 4 4 , 0 9 4 S . F . 2,880 S.F.3,874 S.F. 9 , 9 1 1 S . F . N 00°00'35" W 106.80'131.56'N 77°14'25" W98.02'7,652 S.F.20' DRAINAGE EASEMENT72.26' 6 3 . 1 6 ' 5 7 . 1 0 ' 5 2 . 4 5 ' 5 0 . 5 3 ' 4 9 8 . 0 5 ' 4 9 5 . 1 3 ' 20.00' 20.21'7.02' 61.54' 4 2 . 8 9 ' 1 6 4 . 2 7 ' 22.93' 4 6 . 5 6 ' 1 5 6 . 7 2 ' 40.98' 20.00' 58.78'20.49'7.17'29.94'66.97'126.50'24.10'123.60'30.13'24.10'82.70' 2 2 . 5 0 ' 2 2 . 5 0 ' 23.05'7.99'14.85' 4 7 . 2 5 ' 9 1 . 3 9 ' 9 9 . 3 4 ' 111.16' 1 ' A C H D S I D E W A L K E A S E M E N T 1' ACHD SIDEWAL K EASEMENT 20' x 20' EMERGENCYVEHICLE TURNAROUND E P E P E P L E G E N D W W S S S S S U B D I V I S I O N B O U N D A R Y C E N T E R L I N E S E C T I O N A L L I N E E X I S T I N G E D G E O F C O N C R E T E E X I S T I N G E D G E O F P A V E M E N T E X I S T I N G W A T E R L I N E E X I S T I N G C H A I N L I N K F E N C E E X I S T I N G W O O D F E N C E E X I S T I N G D R A I N A G E P I P E E X I S T I N G S E W E R M A N H O L E E X I S T I N G F I R E H Y D R A N T E X I S T I N G W A T E R B I B B / F A U C E T E X I S T I N G W A T E R M E T E R E X I S T I N G W A T E R V A L V E E X I S T I N G P R E S S U R E I R R I G A T I O N V A L V E E X I S T I N G U T I L I T Y P O L E E X I S T I N G E L E C T R I C A L B O X E X I S T I N G T E L E P H O N E R I S E R E X I S T I N G C A B L E T V R I S E R F O U N D 5 / 8 " R E B A R A S N O T E D F O U N D 1 / 2 " R E B A R A S N O T E D C A L C U L A T E D P O I N T E X I S T I N G L I G H T P O L E E X I S T I N G E L E C T R I C A L T R A N S E X I S T I N G P O W E R M E T E R E X I S T I N G W A T E R M A N H O L E E X I S T I N G W A T E R B L O W O F F E X I S T I N G G A S L A T E R A L M A R K E R E X I S T I N G S E R V I C E P O L E E X I S T I N G W E L L L O T N U M B E R S U B D I V I S I O N L O T L I N E E X I S T I N G E A S E M E N T S N E W E A S E M E N T S R I G H T O F W A Y 2 6 0 1 E X I S T I N G 1 ' C O N T O U R E X I S T I N G 5 ' C O N T O U R 2 6 0 1 S E T B A C K L I N E E X I S T I N G B U I L D I N G 1 W H Y D B O T R A N L M F O U N D A L U M I N U M C A P M O N U M E N T F O U N D B R A S S C A P M O N U M E N T E X I S T I N G S A N I T A R Y S E W E R L I N E E X I S T I N G G R O U N D S L O P E E X I S T I N G L O T L I N E W . F R A N K L I N R D . S. LINDER RD. W . J O S H U A W . W A L T M A N S T . W . G A N D E R D R . P R O J E C T S I T E H I G H W A Y I - 8 4 W P I N T A I L D R K E N N E D Y L A T E R A L KENNEDY LATERAL L N . W . W A L T M A N D R . G R E E N H E A D D R . W . W 1/4 CORNERSECTION 13 ILLEGIBLE 11 1214 13CP&F INST. NO. 98117244 CP&F INST. NO. 2016-110354 C 1 / 4 C O R N E R S E C T I O N 1 3 P L S 5 0 8 2 16'-6"5 ' - 0 " SID E W A L K 45'-0" R-O-W16'-6"2-1/2" HOT PLANT MIX ASPH A L T CONCRETE SURFACE COU R S E 3" ROLLED CURB AND GUTTERPER ACHD SD-702CENTER CROWNBETWEEN CURBS 5 " T H I C K , 5 ' W I D E C O N C R E T E S I D E W A L K P E R A C H D S D - 7 0 9 14" PIT RUN BASE COURSE4" OF 3/4" CRUSHED AGGREGATELEVELING COURSE 2% MAX2% M A X 33'-0" BACK OF CURB TO BACK OF CURB2%±2%±R/W LINE2'2'5'-0"SIDEWALK 1'6'1'EASEMENT R / W L I N E 1 ' 6 ' 1 ' E A S E M E N T 1 8 ' E X I S T I N G 5 ' - 0 " S I D E W A L K A P P R O X . 1 5 ' 2 - 1 / 2 " H O T P L A N T M I X A S P H A L T C O N C R E T E S U R F A C E C O U R S E 5 " T H I C K , 5 ' W I D E C O N C R E T E S I D E W A L K P E R A C H D S D - 7 0 9 1 4 " P I T R U N B A S E C O U R S E 4 " O F 3 / 4 " C R U S H E D A G G R E G A T E L E V E L I N G C O U R S E 2 % M A X 2 % ± 2 % ± E P 2 ' G R A V E L S H O U L D E R R / W L I N E 3 ' 3 0 ' E X I S I T I N G R O W 6 " V E R T I C A L C U R B A N D G U T T E R P E R A C H D S D - 7 0 1 4 ' R / W L I N E E X I S T I N G N E W 1 8 ' R O W D E D I C A T I O N 3 ' 3 : 1 M A X N U R S E R Y S U B D I V I S I O N P R E L I M I N A R Y P L A T O F L O C A T E D W I T H I N T H E N W 1 / 4 , O F S E C T I O N 1 3 , T 3 N , R 1 W , B . M . , M E R I D I A N , A D A C O U N T Y , I D A H O 167 E. WHITE SPURE ST. JIM JEWETT SHEET 1 OF 1 NURSURY SUBDIVISION ADA COUNTY, IDAHO PRELIMINARY PLAT R E V I S I O N S OWNER/DEVELOPER:No.DATEBY DESCRIPTIONTITLE: DESIGNED BY:DRAWN BY:CHECKED BY: DRAWING #PROJECT # FAX (208) 398-8105 2030 S. WASHINGTON AVE. EMMETT, ID 83617 (208) 398-8104 WWW.SAWTOOTHLS.COM ( F E E T ) S C A L E 0 2 5 5 0 1 0 0 5 0 1 I N C H = 5 0 F T 3/22/17 R E F E R E N C E D R A W I N G : T H E L A N D I N G S U B D I V I S I O N N O , 7 , B O O K 6 9 , P A G E 7 0 8 5 MERIDIAN, ID.AWTOOTSHLand Surveying, LLC DATE: GP 1700917009-PP CPGP-WFJ ( F E E T ) S C A L E 0 4 0 0 8 0 0 1 6 0 0 8 0 0 1 I N C H = 8 0 0 F T T H E L A N D I N G S U B D I V I S I O N N O , 4 , B O O K 6 2 , P A G E 6 2 1 9 T H E L A N D I N G S U B D I V I S I O N N O , 3 , B O O K 6 0 , P A G E 5 9 0 2 - 5 9 8 T H E L A N D I N G S U B D I V I S I O N N O , 2 , B O O K 5 9 , P A G E 5 7 7 2 R . O . S . I N S T . N O . 9 6 0 6 6 5 6 7 R . O . S . I N S T . N O . 9 3 7 4 3 4 5 N 00°00'35" W 2657.45'BASIS OF BEARING 1861.96' N 8 9 ° 5 9 ' 2 7 " E 2 6 5 3 . 2 8 ' V I N C I N I T Y M A P FLOOD NOTE:PER COMMUNITY PANEL NO.: 16027C0425FEFFECTIVE DATE: MAY 24, 2011SUBJECT PROPERTY IS IN ZONE X:AREA OF MINIMAL FLOOD HAZARDOUTSIDE THE 0.2% ANNUAL FLOOD CHANCE. 1 5/18/17WFJ Add Road Cross Sections