HomeMy WebLinkAbout180426_Pre PlatOHPOHPOHPGCCCCCC1239,506 SF99,000 SF149,375 SF108,344 SF128,295 SF108,176 SF912,142 SF88,359 SF278,335 SF2610,049 SF258,515 SF298,437 SF289,128 SF29,674 SF139,000 SF209,112 SF39,000 SF219,095 SF410,972 SF149,000 SF2210,703 SF29,078 SF511,835 SF158,882 SF239,209 SF39,032 SF69,000 SF1615,190 SF249,192 SF413,424 SF79,000 SF176,695 SF309,764 SF59,000 SF189,733 SF114,700 SF119,000 SF194,984 SF19,528 SF18,400 SF28,400 SF38,400 SF48,400 SF58,400 SF68,400 SF78,400 SF89,601 SF2057,192 SF119,000 SF199,000 SF189,000 SF179,000 SF169,000 SF159,000 SF139,521 SF1217'108'88'96'3
7'58'75'75'75'75'75'75'75'15'116'46'56'75'53'37'
101'
70'70'70'70'70'70'70'68'
125'32'43'77'81'75'75'75'75'75'75'75'89'120'120'125'82'75'111'
112'17'100'
1
7
'3'75'75'75'66'10'58'52'1 9 '
10 '47'75'75'75'75'75'75'75'27'7 2 '51'76'10'75'20'75'52'10'14'51'
58'6'1 0 '
60'75'75'75'75'68'
1
7
'110'110'172'75'75'111'
102'170'114'75'75'75'76'134'52'112'
111'
107'135'113'
42'87'75'75'80'53'81'75'75'75'75'75'169'25'48'499'48'25'121'155'146'48'20'48'197'95'75'75'75'75'75'75'75'75'150'14'489'77'111'122'122'13'120'120'121'20'120'121'140'120'123'110'17'69'75'75'87'28'
1
7
'123'121'120'112'123'116'120'122'120'499'120'80'70'70'70'70'70'70'70'120'120'120'120'120'120'120'120'120'120'120'120'120'N89°42'32"W 499.06'N89°53'24"W 677.39'S89°42'32"E 155.00'N00°51'09"E 1109.36'
S00°41'00"W 1104.59'N00°41'00"E 194.00'
N00°41'00"E 194.00'N89°42'32"W 20.00'N89°42'46"W 664.94'N89°42'32"W 650.89'W1/1653'53'53'53'53'R50'R50'28'28'SOUTHGATE SUB NO 2BOOK 11, PAGE 28SOUTHGATE SUB NO 1BOOK 9, PAGE 4KARNDELL-REPLATBOOK 23, PAGE 48BRIGHT MICHAEL JR3569401000FARRELL CAROLR3569400000ALLINGTON GARYR3568100000CH OF THE NAZARENE CALD INCR3259600000ALLINGTON GREGG ER325980000056' ROW
10'40' ROW40' ROW56' ROW56' ROWR100'R50'R50'R23.5'R73.5'R126.5'R23.5'10' (SEE NOTE 10)10' (SEE NOTE 10)10' (SEE NOTE 10)10' (SEE NOTE 10)10' (SEE NOTE 10)10' (SEE NOTE 10)32 335 4S1/4SECTION 3322"x34"
CONSULTING ENGINEERS, SURVEYORS & PLANNERS
C 2018 T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTLY PROHIBITED.
DESIGNED
DRAWN
CHECKED
APPROVED
BORDER SIZE
PROJECT:DATE:332 N. BROADMORE WAY
NAMPA, IDAHO 83687
WWW.TO-ENGINEERS.COMPHONE: (208) 442-6300
L:\180426\3_ACADDWG\SHEETS\PRE-PLAT\180426-C-PP-COVER.DWG, 1/10/2019
101/2ATTENTION:IF THIS BAR DOES NOT MEASURE1" ON 22x34 SHEET or 1/2" ON11x17 SHEET, THEN DRAWING ISNOT TO SCALESHEET:BOISE ♦ CODY ♦ COEUR D'ALENE ♦ HEBER CITY
MERIDIAN ♦ NAMPA ♦ SPOKANEJanuary 10, 2019####
J. FRY
####
####180426HIGHLIGHT ESTATES SUBDIVISION PRELIMINARY PLAT FORHIGHLIGHT ESTATES SUBDIVISIONA PORTION OF THE SE 1/4 OF THE SW 1/4 OF SECTION 33TOWNSHIP 4 NORTH, RANGE 3 WEST, BOISE MERIDIANCANYON COUNTY, IDAHO2019PRELIMINARY PLAT FOR:
COVERC0.00OWNER/DEVELOPERTIM KRISTOVICHWHISPERING PINES DEVELOPMENT LLC2335 N GREY HAWK AVEKUNA, ID 83634PH: (406) 581-8688ENGINEERCALEB LACLAIR, P.E.JOSHUA FRY, E.I.T-O ENGINEERS, INC.332 N BROADMORE WAYNAMPA, ID 83687PH: (208) 442-6300SURVEYORROB O'MALLEY, P.L.S.T-O ENGINEERS, INC.332 N BROADMORE WAYNAMPA, ID 83687PH: (208) 442-6300ROADWAY JURISDICTIONCITY OF CALDWELLSEWER & WATER DISTRICTCITY OF CALDWELLFIRE DISTRICTCITY OF CALDWELLSCHOOL DISTRICTCALDWELL SCHOOL #132ZONING AND SETBACKEXISTING ZONE - R1 LOW DENSITY RES.PROPOSED ZONE - R1 LOW DENSITYRES. SETBACKSFRONT= 20'REAR= 20'SIDE= 6'STREET SIDE= 15'IRRIGATION DISTRICTCITY OF CALDWELL(PRESSURE IRRIGATION)WILDER IRRIGATION DISTRICT(SURFACE IRRIGATION)SHEET INDEXC0.00COVERC1.00DEVELOPMENT PLANC2.00EXISTING CONDITIONSLEGENDPROPOSED BOUNDARY LINEROAD RIGHT-OF-WAYPROPOSED EASEMENTROAD CENTERLINE1LOT NUMBERCCOMMON LOTBLOCK NUMBERFOUND BRASS CAPCALCULATED POINTR/WDATE
REVISIONS
NO.DESCRIPTION 04080160240PROJECTSITESOUTHGATE 1SOUTHGATE 2KARNDELL SUB.W EASY STW USTICK RDAIRPORT AVE PHYLLIS CANALSITE DATAAREA AND LOT SUMMARYTOTAL AREA717,883 SF16.48 ACRESTOTAL RIGHT OF WAY157,305 SF3.61 ACRESTOTAL OPEN SPACE83,571 SF1.92 ACRESTOTAL PERIMETER STREETLANDSCAPE BUFFERS26,379 SF0.61 ACRESTOTAL RESIDENTIAL AREA466,032 SF10.70 ACRESTOTAL NUMBER OF LOTS55 LOTSTOTAL NUMBER OF BUILDABLE LOTS50 LOTSTOTAL NUMBER OF COMMON LOTS4 LOTSPUMP STATION LOT TO BE OWNED BYTHE CITY OF CALDWELL1 LOTPROPOSED GROSS DENSITY3.03 UNITS/ACREAVERAGE RESIDENTIAL LOT SIZE9,320 SFMINIMUM RESIDENTIAL LOT SIZE8,176 SFPERCENTAGE OPEN SPACE11.6%1.BUILDING SETBACK AND DIMENSION STANDARDS SHALL BE IN COMPLIANCEWITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF CALDWELL.2.COMMON LOTS TO BE OWNED AND MAINTAINED BY THE HIGHLIGHT ESTATESHOMEOWNERS ASSOCIATION.3.ALL SUBDIVISION APPROACHES ARE TO BE FULL APPROACHES.4.ALL LOT BOUNDARY RADII ARE 20' UNLESS NOTED OTHERWISE.5.A GENERAL UTILITY, IRRIGATION, AND DRAINAGE EASEMENT OF 10 FEETWILL EXIST ALONG ALL FRONT AND REAR LOT LINES PER CITY OF CALDWELLSUBDIVISION CONSTRUCTION REQUIREMENTS.6.STORM DRAINAGE WILL BE ROUTED TO SUBSURFACE INFILTRATIONFACILITIES FOR THE NORMAL STORM EVENT. STORM DRAINAGE WILL BEDESIGNED IN ACCORDANCE WITH THE CATALOG OF STORM WATER BESTMANAGEMENT PRACTICES FOR IDAHO CITIES AND COUNTIES AND THE CITYOF CALDWELL SPECIFICATIONS.7.INDIVIDUAL PRESSURE IRRIGATION SERVICES WILL BE PROVIDED TO THEFRONT OF EACH LOT. PRESSURE IRRIGATION WILL BE CONNECTED TO ANEW PUMP STATION IN THE SOUTHWEST CORNER OF THE SUBDIVISIONTHAT IS SUPPLIED BY BOTH SURFACE WATER AND A NEW GROUNDWATERWELL. THE SYSTEM WILL BE OWNED AND MAINTAINED BY THECALDWELL-MERIDIAN IRRIGATION DISTRICT.8.THERE ARE NO KNOWN FLOOD PLAINS OR FLOODWAYS IN THE PROJECTAREA.9.DIRECT LOT ACCESS TO USTICK ROAD IS PROHIBITED.10.A 10' WIDE LANDSCAPE EASEMENT IS PROVIDED AT CORNER LOTS WHERESHOWN. ALL PRIVATE FENCES SHALL BE KEPT OUTSIDE OF EASEMENT,LANDSCAPING IN THIS AREA SHALL BE MAINTAINED AS DIRECTED IN THECC&R'S.11.DESIGN INFORMATION SHOWN HEREIN IS PRELIMINARY AND SUBJECT TOCHANGE BASED ON FINAL DESIGN AND AGENCY COMMENT.NOTESVICINITY MAPSCALE: 1"=500'W EASY STW DEWEY LNW USTICK RDMEADOW AVE1
W EASY STDORMAN AVE
DORMAN AVE
WWWWWWWWWWWWWWWWWWWW W W WIRIRIRIRIRIRIRIRIRIRIRII IIRIRIRIR
PIPIPIPIWWWWWWSSSSSSSPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPISSSDSDSDSSD
WWWWWPI PI PI PI PI PI PI PI PI PI
WWWWWWWWYDHYDHYDHW W W W W W W W W W WYDHYDHYDHSD SPIPIPIPISDSDSDSDGGGGGSDSDGGGGGGGG G G G G
GGGGGGGGGGGGGGGPIPIPIPI PIPIPIPIPIPIPISDSSWEP EPEPWPIIRIRIRIRIRIRIRIRIR IRIRIRIRIRIRIRIRIRIROHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWWWWWWWWWWWWW
W
WWW WWWWWWWWWWWGGGGGGGGGGSDIRIRCCCCC914101210982726252928213203214142225152336162447173051811119112345678201119181716151312SS >SS >SS >SS >SS >SS >SS >SS >
SS >
SS >SS >SS >SS >SS >SS >SD <SD <SD >SD <SD <SD <SD <SD >SD >SD >EPEASY STREETMARSHALL AVENUEUSTICK ROADDEWEY LANEMEADOW AVENUE
AIRPORT AVENUESOUTHGATESUBDIVISION #2SOUTHGATESUBDIVISION #1KARNDELLREPLATSUBDIVISIONEX 8" S
SEX 8" WEX 8" WEX 8" WEX 8" W
EX 10" WEX 12" WEX 6" GASEX 10" SDEX 2" GAS12" WEX 6" GASIRIRIRIRIRIRIR IR
IR
YDHIRIRIRIRIRIR
IR IRIR
PRELIMINARY PLAT FOR:
DEVELOPMENT PLANC1.0022"x34"
CONSULTING ENGINEERS, SURVEYORS & PLANNERS
C 2018 T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTLY PROHIBITED.
DESIGNED
DRAWN
CHECKED
APPROVED
BORDER SIZE
PROJECT:DATE:332 N. BROADMORE WAY
NAMPA, IDAHO 83687
WWW.TO-ENGINEERS.COMPHONE: (208) 442-6300
L:\180426\3_ACADDWG\SHEETS\PRE-PLAT\180426-C-PP-SITE PLAN.DWG, 1/10/2019
101/2ATTENTION:IF THIS BAR DOES NOT MEASURE1" ON 22x34 SHEET or 1/2" ON11x17 SHEET, THEN DRAWING ISNOT TO SCALESHEET:BOISE ♦ CODY ♦ COEUR D'ALENE ♦ HEBER CITY
MERIDIAN ♦ NAMPA ♦ SPOKANEJanuary 10, 2019####
J. FRY
####
####180426HIGHLIGHT ESTATES SUBDIVISION
DATE
REVISIONS
NO.DESCRIPTION1 KEY NOTES1.±920LF OFFSITE 8" SANITARY SEWEREXTENSION IN AIRPORT AVE ANDEASY STREET.2.CONNECT TO EXISTING SANITARYSEWER3.CONNECT TO EXISTING WATER MAIN4.STORM DRAINAGE STORAGEFACILITY5.50' RADIUS AT PROPERTY BOUNDARY6.42' RADIUS AT BACK OF CURB7.EXISTING CONCRETE GRAVITYIRRIGATION DITCH TO BE PIPED8.PRESSURE IRRIGATION PUMPSTATION AND BACKUP IRRIGATIONWELL TO BE OWNED ANDMAINTAINED BY CMID9.GRAVITY IRRIGATION FLOWDIVERSION STRUCTURE10.GRAVITY IRRIGATION STRUCTURES;SEE DETAIL 111.EXTEND 24' WIDE PAVEMENT TOEXISTING ROAD234567892% SLOPE33'35'46'7'6" VERTICAL CURBAND GUTTER (TYP)3'5" CONCRETESIDEWALK (TYP.)25' LANDSCAPE BUFFER±30' EX ROAD±15'±15'±28' ROAD WIDENING2% SLOPE2% SLOPECL16.5'16.5'18.5'18.5'37'53' RIGHT-OF-WAY5'5'RIGHT-OF-WAY3" ROLLED CURBAND GUTTER (TYP)3'3'RIGHT-OF-WAY
5" ATTACHED CONCRETESIDEWALK (TYP.)SEWWSDPIIRSSDLEGENDSUBDIVISION BOUNDARYSANITARY SEWER MANHOLEROAD RIGHT-OF-WAYSTORM DRAIN MANHOLEEASEMENT CATCH BASINSANITARY SEWER LINESAND AND GREASE TRAPWATER LINEEXISTING POWER POLESTORM DRAIN LINEAREA INLETPRESSURE IRRIGATION LINEPRESSURE IRRIGATION WELLGRAVITY IRRIGATION LINEEXISTING EDGE OF PAVEMENTDRAINAGE DITCHSLOPE ARROWEPPRINCIPAL ARTERIAL STREET SECTION (USTICK ROAD)2SCALE: NTSLOCAL ROAD STREET SECTION3SCALE: NTS10WNOTES1.THE SANITARY SEWER SYSTEM WILLCONNECT TO AN EXISTING 8" MAIN INAIRPORT AVENUE (SEE KEY NOTE 2)AND BE EXTENDED UP EASY STREET.ALL INTERIOR SEWER MAINS ARE TOBE 8" DIAMETER.2.ALL INTERIOR WATER MAINS ARE TOBE 8" DIAMETER.04080160240GRAVITY IRRIGATION BLOW-UP1SCALE: 1"=10'11EXISTING OVERFLOWSTRUCTURE TO BERETAINEDEXISTING DIVERSIONSTRUCTURE TO BEREMOVEDPROPOSED DIVERSIONSTRUCTUREEXISTING CONCRETEDITCH TO BE REMOVEDEX 12" TO SOUTHGATESUBDIVISIONEX 12" TO PHYLLISCANAL2% SLOPE21'23'28'5'6" VERTICAL CURBAND GUTTER (TYP)±5'5" CONCRETESIDEWALK (TYP.)10' LANDSCAPE BUFFER±24' EX ROAD±12'±12'±9' ROAD WIDENING28'EASY STREET SECTION4SCALE: NTSPRELIMINARY PLAT FORHIGHLIGHT ESTATES SUBDIVISIONA PORTION OF THE SE 1/4 OF THE SW 1/4 OF SECTION 33TOWNSHIP 4 NORTH, RANGE 3 WEST, BOISE MERIDIANCANYON COUNTY, IDAHO2019121331134657987451046DRAINAGE SWALEDRAINAGE SWALEEX PIPE TO GIRRDITCH TO BE REMOVED
PIPIPIPIWWWWWPI PI PI PI PI PI PI PI PI PI
WWWWWWWWYDHYDHYDHW W W W W W W W W W WYDHYDHYDHPIPIPIPISDSDSDSDGGGG
GSDGGGGGGGG G G G G
GGGGGGGGGGGGGGGPIPIPIPI PIPIPIPIPIPIPIEP EPEPIRIRIRIRIRIRIRIRIR IRIROHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPWWWWWWWWWWWWW
W
WWW WWWWWWWWWWWGGGGGGGGGGSDCCCCC914101210982726252928213203214142225152336162447173051811119112345678201119181716151312WEXISTING STRUCTUREEXISTINGDRIVEWAYEXISTING GROUNDWATERWELLDEWEY LANEMEADOW AVENUE
EX 8" WEX 8" WEX 8" WEX 8" W
EX 10" WEX 12" WEX 6" GASEX 10" SDEX 2" GASEASY STREETMARSHALL AVENUEUSTICK ROADAIRPORT AVENUE
2460
24
5
8
2459 2461 2462 2463
246
0
24612462246324602465
245824592461246224632464PRELIMINARY PLAT FOR:
EXISTING CONDITIONSC2.0022"x34"
CONSULTING ENGINEERS, SURVEYORS & PLANNERS
C 2018 T-O ENGINEERS. THIS INSTRUMENT IS THE PROPERTY OF T-O ENGINEERS. ANY REPRODUCTION, REUSE OR MODIFICATION OF THIS INSTRUMENT OR ITS CONTENTS WITHOUT SPECIFIC WRITTEN PERMISSION OF T-O ENGINEERS IS STRICTLY PROHIBITED.
DESIGNED
DRAWN
CHECKED
APPROVED
BORDER SIZE
PROJECT:DATE:332 N. BROADMORE WAY
NAMPA, IDAHO 83687
WWW.TO-ENGINEERS.COMPHONE: (208) 442-6300
L:\180426\3_ACADDWG\SHEETS\PRE-PLAT\180426-C-PP-EC.DWG, 1/10/2019
101/2ATTENTION:IF THIS BAR DOES NOT MEASURE1" ON 22x34 SHEET or 1/2" ON11x17 SHEET, THEN DRAWING ISNOT TO SCALESHEET:BOISE ♦ CODY ♦ COEUR D'ALENE ♦ HEBER CITY
MERIDIAN ♦ NAMPA ♦ SPOKANEJanuary 10, 2019####
J. FRY
####
####180426HIGHLIGHT ESTATES SUBDIVISION
DATE
REVISIONS
NO.DESCRIPTION 08040240160LEGENDPROPOSED BOUNDARY LINEROAD RIGHT-OF-WAYEXISTING EDGE OF PAVEMENTEXISTING SEWER MAINEXISTING WATER MAINEXISTING GAS MAINEXISTING PRESSURE IRRIGATION MAINEXISTING GRAVITY IRRIGATION LINEEXISTING FENCEEXISTING SEWER MANHOLEEXISTING WELLEXISTING HYDRANTEXISTING TREEEXISTING POWER POLEEXISTING GAS MARKEREXISTING MAJOR CONTOUREXISTING MINOR CONTOURR/WS25802582PRELIMINARY PLAT FORHIGHLIGHT ESTATES SUBDIVISIONA PORTION OF THE SE 1/4 OF THE SW 1/4 OF SECTION 33TOWNSHIP 4 NORTH, RANGE 3 WEST, BOISE MERIDIANCANYON COUNTY, IDAHO2019IRXXXPIWSEWGEPYDHEX. CONCRETE DITCHEXISTING SSMHRIM = 2455.38INV OUT = 2438.13EX. WASTE DITCHEX. WASTE DITCHTO BE REMOVEDEX. WASTE DITCHSOUTHGATESUBDIVISION#2SOUTHGATESUBDIVISION #1KARNDELL REPLATSUBDIVISIONEX. GRAVITY IRRIGATIONSTRUCTURESEXISTINGBUILDINGSTO BE REMOVEDNOT A PARTEXISTING CURB, GUTTER,AND SIDEWALKEXISTING SSMHRIM = 2453.37INV OUT = 2435.82WEX. TREE TOBE REMOVEDEX. TREES TOREMAINEX. TREE TOREMAINEX. TREE TO BEREMOVEDEX. TREES TOREMAIN