PZ - Preliminary Plat (2)SAGEWOODSUBDIVISIONFALL CREEK MEADOWSSUBDIVISION NO. 2FALL CREEK MEADOWSSUBDIVISION NO. 1UNPLATTEDUNPLATTEDSAGEWOODSUBDIVISION65,000 SF255,304 SF128.82'50.00'50.00'50.00'12.10'50.00'100.00'50.00'50.00'100.00'100.00'100.00'100.00'100.00'100.00'32.92'20.73'66.00'40.58'50.00'19.01'29.66'31.78'55.22'50.00'50.00'50.00'28.75'27,644 SF35,796 SF55,000 SF45,078 SF106,175 SF96,175 SF50.05'18,562 SF101.61'23.97'131.64'101.97'50.06'166,124 SF176,017 SF114.25'205,650 SF195,776 SF185,902 SF114.06'245,147 SF235,272 SF225,398 SF215,524 SF51.08'268,951 SF118.28'25.00'50.00'155,000 SF50.00'38.35'85,007 SF50.00'50.00'50.00'95,406 SF50.00'50.00'195,000 SF50.00'114.99'17.78'100.00'135,000 SF4.70'36.08'101.19'17.14'100.00'44.73'50.00'15,733 SF50.00'50.00'45,000 SF50.00'50.00'35,000 SF100.00'100.00'56,699 SF35,653 SF25,131 SF100.00'46,175 SF100.00'100.00'37.17'100.00'99.82'5.27'BLOCK 1BLOCK 3100.00'BLOCK 450.00'BLOCK 1BLOCK 250.00'
109.31'
50.00'50.00'50.00'50.00'28.10'28.28'35.04'74.31'31.82'14.24'72.20'10.17'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'100.00'14.66'16.36'50.00'50.00'50.00'50.00'50.00'50.00'100.00'44.66'100.00'100.00'100.00'100.00'92.23'23.36'94.66'7.55'100.00'32.97'1.85'16.56'50.00'50.00'50.00'50.00'52.67'107.31'22.47'23.43'50.00'67.61'50.00'50.00'50.00'2.04'94.38'25.14'25.43'23.32'14.24'8.86'52.48'3.58'50.00'50.00'50.00'50.00'50.00'50.00'41.15'28.28'184.45'50.00'26.70'50.00'50.00'50.00'50.00'100.00'100.00'123.50'111.33'123.50'123.50'100.00'95.97'22.63'158.37'8.93'26.07'110.04'11.17'7.89'3.95'50.05'123.54'50.05'50.06'121.40'119.26'50.06'50.06'50.06'50.06'46.11'50.06'111.73'116.77'104.17'84.30'106.69'109.21'51.08'51.08'97.40'51.20'107.84'
128.72'
108.68'30.51'326.53'25,000 SF165,000 SF110,655 SF75,000 SF175,000 SF65,000 SF115,000 SF55,000 SF1010,567 SF45,000 SF125,000 SF35,000 SF145,000 SF185,000 SF55,000 SF75,000 SF65,000 SF94,914 SF24,986 SF11,280 SF85,000 SFBLOCK 1BLOCK 2124.51'
139.2
6
'10869 SF49.85'1.56'20.91'47.84'7.02'52.88'36.00'
66.00'
33.00'10.00'40' WIDE HARDIN DRAIN EASEMENT 60.00'1125,892 SFS57°46'04"E 532.56'S0°26'18"W 759.66'S0°19'18"W 29.74'N77°45'27"W 313.88'N61°03'23"W 351.87'S66°01'34"E 134.28'N2°25'32"W 396.59'N2°01'52"W 178.11'N1°48'29"W 147.07'N0°35'25"W 167.48'S89°34'42"E 41.38'N0°07'35"E 3.00'S89°34'42"E 35.53'33.00'5.00'5' WIDE PAVED PATHWAY5' WIDE PAVED PATHWAY47.00'36.00'47.00'47.00'33.00'50.00'462.10'123,310 SF138,610 SF75,121 SF86,097 SF156,358 SF145,698 SF35.94'16.91'10.12'36.97'15.44'45.66'45.17'27.03'25.00'48.00'W. OVERLAND ROADW. FLOWER GARDEN ST.S. BROOK TROUT WAYS. GRAYLING AVE.W. DAVENPORT ST.S. SEAGRASS AVE.PROJECT SITES. LINDER ROAD
W. OVERLAND ROADS. STODDARD ROAD
PREPRELIMINARY PLAT1 ENGINEERCIVIL INNOVATIONS, PLLCCONTACT: BEN THOMAS1043 E. PARK BLVD. STE. 101BOISE, IDAHO 83712PHONE: (208) 884-8181PRELIMINARY PLAT NOTES1.BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIEDBY CONDITIONAL USE PERMIT.2.THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION.3.ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THERE-SUBDIVISION.4.ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN (10) FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOTDRAINAGE, UNLESS OTHERWISE DIMENSIONED.5.UNLESS OTHERWISE SHOWN, ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE (5) FOOT PERMANENT EASEMENT ON EACH SIDE OF THE INTERIOR SIDE LOT LINES,AND A TEN (10) FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES, FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE. ALL OTHER EASEMENTSARE AS SHOWN.6.IRRIGATION WATER WILL BE PROVIDED BY NAMPA AND MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b). LOTS WITHIN THESUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS, AND WILL BE OBLIGATED FOR ASSESSMENTS FROM NAMPA AND MERIDIAN IRRIGATION DISTRICT.7.MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY ISASSUMED BY AN IRRIGATION/DRAINAGE ENTITY.8.THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OREXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURALACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WASCONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANYAGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF."9.RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION.10.LOTS 11, 12 AND 26, BLOCK 1; LOTS 1 AND 10, BLOCK 2; AND LOTS 1 AND 10, BLOCK 3 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE SUBDIVISIONHOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENTACROSS SAID LOTS FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE.11.LOT 12, BLOCK 1 IS A COMMON DRIVEWAY LOT FOR THE PURPOSE OF INGRESS/EGRESS. ALL COMMON DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH UDC11-6C-3D, AND BE PAVED A MINIMUM OF 20 FEET WIDE WITH SURFACE CAPABLE OF SUPPORTING 75,000 lbs.D:\Civil Innovations Projects\2020\20-0115-SageWest\200 - Construction Drawings\204 - Preliminary Plat\20-0115-SW-PRELIMINARY PLAT.dwg Benjamin P. Thomas04/22/20THESE DRAWINGS, OR ANY PORTION OR EXTENSION THEREOF,
SHALL NOT BE USED OR REPRODUCED ON ANY PROJECT
WITHOUT WRITTEN CONSENT FROM CIVIL INNOVATIONS, PLLC
REVISIONS
DESCRIPTIONNO.BY DATE
CIVIL INNOVATIONS, PLLC
1043 E. PARK BLVD. STE 101
BOISE, ID 83712
PHONE: (208) 884-8181
www.civil-innovations.comISSUE DATE20-0115-SW-PRESHEETOFCHECKED BYDRAWN BYDESIGNED BYDWG FILEPROJECT NO.HORIZ. SCALEVERT. SCALE04/22/20SAGEWOOD WEST SUBDIVISION
MERIDIAN, IDAHO
BTBTBTAS SHOWNAS SHOWN1DEVELOPERSOUTHPOINT ESTATES, LLCP.O. BOX 6385BOISE, ID 837075.11RESIDENTIAL GROSS DENSITY (Du/Ac)10.38 ACTOTAL ACRES7COMMON LOTS6.71 ACRESIDENTIAL AREA53SINGLE FAMILY LOTS60TOTAL LOTS5,515 SFAVERAGE LOT SIZEEXISTING: RUT PROPOSED: R-8 ZONINGMINIMUM LOT SIZE (SF)SINGLE FAMILY4,914 SFPRELIMINARY PLAT DATAPUBLIC RIGHT-OF-WAY2.26 ACOPEN SPACE/COMMON LOT AREA1.41 ACLEGAL DESCRIPTIONA PORTION OF THE NW 14 OF THE NW 14 OF SECTION 24, T.3N., R.1W., B.M.BOISE MERIDIAN, ADA COUNTY, IDAHOSAGEWOOD WEST SUBDIVISION2020 PRELIMINARY PLATMERIDIAN, IDAHOVICINITY MAPNOT TO SCALEHORIZONTAL SCALE IN FEET0601203060NORTHCIVIL INNOVATIONSTYPICAL LOCAL STREET SECTION (ATTACHED SIDEWALK)NOT TO SCALEC4" OF 3/4" MINUS CRUSHED GRAVEL BASE6" MINUS PIT RUNCOMPACTED STABLE SUBGRADECL14.5'5'SIDEWALK2'1.75%2%2-1/2" OF ASPHALTIC PAVEMENT(SP-3, 0.50 INCH (12") MIX, PG 58-28)NOTE:1.SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%2.NO TOLERANCES WILL BE ALLOWEDROLLED CURB AND GUTTER PER ACHDSUPPLEMENTAL DWG. SD-702EXTEND ROAD BASE MATERIALS6" PAST CURB AND GUTTER (TYP.)5" THICK CONCRETE SIDEWALK PERACHD SUPPLEMENTAL DWG. SD-7094" OF 3/4" MINUS CRUSHED GRAVEL33'14.5'5'SIDEWALK2'1.75%2%RIGHT OF WAY
2'3:1 MAX.3:1
MAX
.
RIGHT OF WAY2'3:1
MAX
.3:1 MAX.47'ROLLED CURB AND GUTTER PER ACHDSUPPLEMENTAL DWG. SD-70216'2'36'RIGHT OF WAYEXTEND ROAD BASE MATERIALS6" PAST CURB AND GUTTER (TYP.)CL2%4" OF 3/4" MINUS CRUSHED GRAVEL2-1/2" ASPHALTIC PAVEMENT(SP-3, 0.50 INCH (1/2") MIX, PG 58-28)6" MINUS PIT RUNCOMPACTED STABLE SUBGRADE5'SIDEWALK8'50' RIGHT-OF-WAY16'2'RIGHT OF WAY
5'SIDEWALK8'3:1
MAX
.5" THICK CONCRETE SIDEWALK PERACHD SUPPLEMENTAL DETAIL SD-7094" OF 3/4" MINUS CRUSHED GRAVEL3:1 MAX.ROLLED CURB AND GUTTER PER ACHDSUPPLEMENTAL DETAIL SD-702(SEE PLAN SHEETS FOR LOCATIONS)NOTE:1.SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%2.NO CROSS SLOPE ALLOWED ON LANDINGS3.NO TOLERANCES WILL BE ALLOWED1.75%ROLLED CURB AND GUTTER PER ACHDSUPPLEMENTAL DETAIL SD-702(SEE PLAN SHEETS FOR LOCATIONS)3:1 MAX.5" THICK CONCRETE SIDEWALK PERACHD SUPPLEMENTAL DETAIL SD-7094" OF 3/4" MINUS CRUSHED GRAVEL3:1
MAX
.2%1.75%2%2%8' ACHD SIDEALK EASEMENT8' ACHD SIDEALK EASEMENT2'2'TYPICAL LOCAL STREET SECTION (DEATTACHED SIDEWALK)W. DAVENPORT ST, S. SEAGRASS AVE.QUALIFIED OPEN SPACE1.25 ACQUALIFIED OPEN SPACE PERCENTAGE12.04%TOTAL OPEN SPACE1.41 ACTOTAL OPEN SPACE PERCENTAGE13.58%OPEN SPACESINGLE FAMILY