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ENDURANCE HOLDINGS, LLCPARCEL NO. S0432427900JOINT SCHOOL DISTRICT #2PHASE LINEFUTURE STATE HWY 16 RIGHT-OF-WAY50'Legend:R/WPROPERTY BOUNDARYLOT LINERIGHT-OF-WAY LINEEASEMENT LINESETBACK LINEBLOCK AND LOT NUMBERB1 L03BLOCK NUMBERLOT NUMBERS.33S.32S.28S.29NORTHEAST CORNERSECTION 32T.4N., R.1W., B.M.R/WSE CORNERSECTION 32T.4N., R.1W., B.M.Curve TableCURVEC1C2C3LENGTH136.52'33.07'70.61'RADIUS75.00'25.00'45.00'DELTA104°17'35"075°48'05"089°54'21"CHORD BEARINGS52°43'29"WN37°13'41"WS44°22'29"ECHORD LENGTH118.44'30.71'63.59'Horizontal Scale: 040'80'1" = 40'Preliminary Plat-OverviewFile Location:g:\2019\119192\cad\prelim plat\119192 preplat.dwgLast Plotted By:jason densmerDate Plotted:Thursday, February 20 2020 at 03:46 PM
AGENCY SUBMITTALPP-01Preliminary Plat02.20.2020119192MERIDIAN, IDAHO
4005 N McDERMOTT ROAD
Investment Analytic Group, LLC
Chukar Ridge Subdivision
OverviewRevisions1.Date of Issuance:Project No.:Project Milestone:----1PROJECT LOCATION:LOCATED IN THE NORTHEAST QUARTER OF SECTION 32 TOWNSHIP 4NORTH, RANGE 1 WEST, B.M. CITY OF MERIDIAN, ADA COUNTY, IDAHOTOTAL PROJECT AREA:15.42-AC ±EXISTING ZONING:R-8, (CITY OF MERIDIAN)PROPOSED ZONING:R-8 OF ±15.42-ACTOTAL LOTS:76 (INCLUDING 8 COMMON LOTS, 3 COMMON DRIVEWAYLOTS, 2 NON-BUILDABLE LOTS)TOTAL UNITS:63 SINGLE FAMILY LOTSFLOODPLAIN:THE PROPERTY DOES NOT LIE WITHIN AN ESTABLISHEDFLOOD HAZARD AREA.RESIDENTIAL GROSS DENSITY : 4.08 (SINGLE FAMILY LOTS / TOTAL ACRES)NET DENSITY:10.47 (SINGLE FAMILY LOTS / DEVELOPED ACRES)OPEN SPACE:±72,770 S.F. / 1.67 AC / 11%Project Summary:1.THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH IDAHO CODE SECTION 31-3805CONCERNING IRRIGATION USE. ALL LOTS WILL BE PROVIDED PRESSURE IRRIGATION VIATHE EXISTING SYSTEM OPERATED BY THE SOUTHRIDGE OWNERS ASSOCIATION ANDSUPPLIED BY THE NAMPA-MERIDIAN IRRIGATION DISTRICT.2.EASEMENTS:2.1.ALL LOTS ARE HEREBY DESIGNATED AS HAVING A PERMANENT PUBLIC UTILITIES,DRAINAGE AND IRRIGATION EASEMENT OVER THE TEN (10) FEET CONTIGUOUS TOAND PARALLEL WITH ROAD RIGHTS-OF-WAY. HOWEVER, THIS SHALL NOTPRECLUDE THE CONSTRUCTION OF PROPER HARD SURFACE DRIVEWAYS FORACCESS TO EACH INDIVIDUAL LOT.2.2.AN FIVE (5) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATIONEASEMENT SHALL BE PROVIDED ADJACENT TO AND PARALLEL WITH ALL INTERIORREAR YARD LOT LINES.2.3.AN TEN (10) FOOT WIDE PERMANENT PUBLIC UTILITY, DRAINAGE AND IRRIGATIONEASEMENT SHALL BE PROVIDED ALONG ALL EXTERIOR BOUNDARIES OF THESUBDIVISION, EXCEPT WHERE NOTED OTHERWISE.2.4.LOTS 9 & 31, BLOCK 2 AND LOT 19, BLOCK 3 ARE PROPOSED TO PROVIDE ABLANKET SHARED DRIVEWAY EASEMENT. IN ADDITION, THESE LOTS WILL PROVIDEA BLANKET UTILITY EASEMENT.2.5.ANY SPECIAL EASEMENTS ARE SHOWN ON THE PRELIMINARY PLAT.3.ANY RESUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONINGREGULATIONS IN EFFECT AT THE TIME OF RESUBDIVISION.4.BUILDING SETBACKS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OFTHE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF A BUILDING PERMIT.5.ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH DOMESTICWATER SERVICE FROM THE CITY OF MERIDIAN.6.ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITH SANITARYSEWER SERVICE BY THE CITY OF MERIDIAN.7.ALL RESIDENTIAL LOTS WITHIN THIS SUBDIVISION WILL BE PROVIDED WITHPRESSURIZED IRRIGATION SERVICE WHICH WILL BE OWNED AND OPERATED BY THEHOMEOWNER'S ASSOCIATION.8.ALL INTERNAL SUBDIVISION STREETS ARE TO BE PUBLIC AND WILL BE DEDICATED TOTHE ADA COUNTY HIGHWAY DISTRICT. STREET CONSTRUCTION WILL BE INACCORDANCE WITH THE ADA COUNTY HIGHWAY DISTRICT STANDARDS ANDREQUIREMENTS OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION.9.THE FOLLOWING LOTS ARE IDENTIFIED TO BE COMMON AREAS AND SHALL BE OWNEDAND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION.9.1.LOT 1, BLOCK 19.2.LOT 25, 38 AND 39, BLOCK 29.3.LOT 10 AND 28, BLOCK 39.4.LOT 4, BLOCK 4Notes:THE LAND GROUP, INC.CONTACT: TAMARA THOMPSON (PLANNER)CONTACT: JASON DENSMER, PE (ENGINEER)CONTACT: PHIL HULL, RLA (LANDSCAPE ARCHITECT)CONTACT: JIM WASHBURN, PLS (LAND SURVEYOR)462 E. SHORE DR., SUITE 100EAGLE, ID 83616PH:208.939.4041INVESTMENT ANALYTICS GROUP, LLC800 W. MAIN ST, STE 1460BOISE, ID. 83702Property Owner:Engineer, Landscape Architect, Planner:DIMENSIONAL STANDARDS:R-8 ZONING DISTRICTMINIMUM PROPERTY SIZE /4,000-SFDWELLING UNIT (IN SQUARE FEET)MINIMUM STREET FRONTAGE40-FTSTREET SETBACK TO GARAGE20-FT (LOCAL)STREET SETBACK TO LIVING AREA10-FT (LOCAL)SIDE SETBACK5-FTREAR SETBACK12-FTSTREET LANDSCAPE BUFFER20-FT (COLLECTOR)MAXIMUM BUILDING HEIGHT35-FTPER CITY OF MERIDIAN U.D.C. TITLE 11, CHAPTER 2Vicinity Map:N McDermott Rd McFadden DrainW Achievement StStreet A
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PROJECT SITEW. McMILLAN RDW. USTICK RDSTAR RD
N. McDERMOTT RDZoning Requirements:02/20/2020
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10'JOINT TRENCHUTILITYEASEMENT(TYP. BOTH SIDES)1Local Road Typical Section Scale: NTS2%P/L
10'30' SHARED DRIVEWAY / COMMON LOT2%P/L10'C/LVARIES2Shared Driveway Typical SectionScale: NTSVARIES1.75%±0.25%1.75%±0.25%25'25'12" RIBBONCURBSTANDARD 3" ROLL CURB ANDGUTTERSTANDARD 3" ROLL CURB ANDGUTTER2.5-IN ASPHALT CONCRETE4-IN OF 3/4" MINUS CRUSHEDAGGREGATE BASE, TYPE 112-IN OF 6" MINUS UNCRUSHEDAGGREGATE BASECOMPACTED SUBGRADE5" THICK CONCRETESIDEWALK5" THICK CONCRETESIDEWALK2.5-IN ASPHALT CONCRETE4-IN OF 3/4" MINUS CRUSHEDAGGREGATE BASE, TYPE 112-IN OF 6" MINUS UNCRUSHEDAGGREGATE BASECOMPACTED SUBGRADE2'2'File Location:g:\2019\119192\cad\prelim plat\119192 preplat concept impvt overview.dwgLast Plotted By:jason densmerDate Plotted:Thursday, February 20 2020 at 03:18 PM
AGENCY SUBMITTALPP-02Concept Improvements02.20.2020119192MERIDIAN, IDAHO
4005 N McDERMOTT ROAD
Investment Analytic Group, LLC
Chukar Ridge SubdivisionProject OverviewRevisions1.Date of Issuance:Project No.:Project Milestone:----1Horizontal Scale: 040'80'1" = 40'Concept Improvements-Project OverviewN McDermott Rd McFadden DrainW Achievement StStreet A
Street C
Street E Street BStreet DDriveway ADrive
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Driveway CW. Lazy Diamond C LaneBlock 1Block 2Block 2Block 3
Block 4
Block 3Block 2
1.CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OFPROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT.THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THEPROPOSED IMPROVEMENTS SHOULD BE EXPECTED.Sheet Notes:02/20/2020
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S89°23'00"E 126.18'STA: 14+12.83 (W ACHIEVEMENT ST)STA: 20+62.73 (STREET A)SSMH 13W. Achievement St: Sta. 12+60 - 14+40HORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 2'250425062508251025122514251625182520252225242526252825302504250625082510251225142516251825202522252425262528253012+6012+8013+002524.0
2523.57
13+202523.9
2523.65
13+402523.8
2523.73
13+602523.7
2523.81
13+802523.7
2523.89
14+002523.7
2524.12
14+2014+400.40%1.50%GB STA: 12+86.65
EL: 2523.52
GB STA: 13+86.83
EL: 2523.92
GB STA: 14+12.83
EL: 2524.31IE IN: 2508.30, 8-IN PVC (E)EX CO4-IN CO PER ISPWC SD-506ASTA: 12+97.84, 6.74'RRIM: 2523.43±109-LF OF 8-IN PVC AT 0.40%IE IN: 2508.84, 8-IN PVC (N)IE IN: 2508.84, 8-IN PVC (S)IE OUT: 2508.74, 8-IN PVC (W)SSMH-0248-IN MH PER ISPWC SD-501STA: 14+06.83, 6.67'RRIM: 2524.29±EXISTING GROUND AT CENTERLINEPROPOSED GRADE AT CENTERLINEPROPOSED GRADE ELEVATIONAT CENTERLINEEXISTING GROUND ELEVATIONAT CENTERLINEEXISTING23-LF OF 8-IN PVC AT 0.40%Horizontal Scale: 020'40'1" = 20'Concept Improvements-W Achievement StPP-04PP-04W Achievement StStreet A
File Location:g:\2019\119192\cad\prelim plat\119192 preplat prelim p&p.dwgLast Plotted By:jason densmerDate Plotted:Thursday, February 20 2020 at 03:26 PM
AGENCY SUBMITTALPP-03Concept Improvements02.20.2020119192MERIDIAN, IDAHO
4005 N McDERMOTT ROAD
Investment Analytic Group, LLC
Chukar Ridge SubdivisionW Achievement StRevisions1.Date of Issuance:Project No.:Project Milestone:----11.CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OFPROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT.THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THEPROPOSED IMPROVEMENTS SHOULD BE EXPECTED.Sheet Notes:02/20/2020
8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS8''SSSANSANSANSANSAN8''SSSANSAN8''SS8''SS8''SS8''SSR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WB2 L8B2 L3B2 L6B2 L7B2 L4B2 L5B2 L9B3 L9B3 L8B3 L7B3 L6B3 L3B3 L4B3 L2B3 L1B3 L5B1 L1B2 L1B2 L2XXXXXXXXXXXXXXXXXXXXXXXXGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRR25242523252214+0020+0021+0022+0023+0024+00SSMH-01SSMH-02SSMH-03SSMH-05SSMH-0449-LF OF 8-IN PVC AT 0.87%35-LF OF 8-IN PVC AT 0.87%285-LF OF 8-IN PVC AT 1.04%109-LF OF 8-IN PVC AT 0.40%56-LF OF 8-IN PVC AT 1.49%60' R/W36' BC-BC5'5'R25'R25'R7
5
'
R5
7
'
R
9
3
'
36' BC-BC
50' R/W
5'5'13-LF OF 8-IN PVC AT 2.66%SSMH-05A111-LF OF 8-IN PVC AT 2.66%SSMH-05B0+
0
0
1+00 1+24.52
S89°23'00"E 126.18'STA: 14+12.83 (W ACHIEVEMENT ST)STA: 20+62.73 (STREET A)N00°34'42"E 329.54'Street A: Sta. 19+80 - 24+40HORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 2'250425062508251025122514251625182520252225242526252825302504250625082510251225142516251825202522252425262528253019+8020+002524.72524.7520+202524.62524.6120+402524.22524.4720+602523.82524.3320+802523.62524.2321+002523.52524.1421+202523.42524.0521+402523.32523.9521+602523.2
2523.86
21+802523.1
2523.77
22+002523.0
2523.68
22+202522.9
2523.59
22+402522.8
2523.49
22+602522.6
2523.40
22+802522.4
2523.31
23+002522.3
2523.22
23+202522.2
2523.13
23+402522.0
2523.04
23+602521.9
2522.94
23+802521.8
2522.85
24+002521.8
2522.76
24+202521.8
2522.67
24+402521.8
2522.58 -0.70%-0.46%GB STA: 20+00EL: 2524.75IE OUT: 2509.68, 8-IN PVC (N)SSMH-0148-IN MH PER ISPWC SD-501STA: 20+00, 6.00'LRIM: 2524.63±56-LF OF 8-IN PVC AT 1.49%285-LF OF 8-IN PVC AT 1.04%IE IN: 2511.91, 8-IN PVC (N)IE OUT: 2511.81, 8-IN PVC (S)SSMH-0348-IN MH PER ISPWC SD-501STA: 23+39.96, 6.79'LRIM: 2522.90±SUMP: 2511.8135-LF OF 8-IN PVC AT 0.87%SSMH-0448-IN MH PER ISPWC SD-501STA: 23+71.59, 10.39'LRIM: 2522.68±SUMP: 2512.21IE IN: 2512.31, 8-IN PVC (NE)IE OUT: 2512.21, 8-IN PVC (S)49-LF OF 8-IN PVC AT 0.87%IE IN: 2512.84, 8-IN PVC (E)IE IN: 2512.84, 8-IN PVC (NW)IE OUT: 2512.74, 8-IN PVC (SW)SSMH-0548-IN MH PER ISPWC SD-501STA: 24+15.49, 10.14'LRIM: 2522.48±SUMP: 2512.74IE IN: 2508.84, 8-IN PVC (N)IE IN: 2508.84, 8-IN PVC (S)IE OUT: 2508.74, 8-IN PVC (W)SSMH-0248-IN MH PER ISPWC SD-501STA: 20+56.07, 6.00'LRIM: 2524.29±EXISTING GROUND AT CENTERLINEPROPOSED GRADE AT CENTERLINEPROPOSED GRADE ELEVATIONAT CENTERLINEEXISTING GROUND ELEVATIONAT CENTERLINESTA: 20+62.73 STREET A =STA 14+12.83 W ACHIEVEMENT STGB EL: 2524.31
8''SS
8''W
8''W8''WSANSANSAN8'
'
S
S
SANSAN8''SS8''SS8''SS8''SSR/W
R/WR/WR/W
R
/W
R/
W
R/W
R/W
R/WR/W
R/
W
R/W
R/W B2 L8B2 L7B2 L10B2 L9B2 L14B3 L9252225212
4+
0
0SSMH-03SSMH-05SSMH-0449-LF OF 8-IN PVC AT 0.87%35-LF
O
F
8
-
I
N
P
V
C
A
T
0
.
8
7
%R75'R57'R93'13-LF OF 8-IN PVC AT 2.66%SSMH-05A111-LF OF 8-IN PVC AT 2.66%SSMH-05B0+001+001+24.52Driveway A: Sta. -0+20 - 1+60HORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 2'2506250825102512251425162518252025222524252625282530253225062508251025122514251625182520252225242526252825302532-0+200+002521.7
2522.480+202521.6
2522.490+402521.6
2522.240+602521.5
2522.210+802521.5
2522.381+002521.3
2522.541+202521.3
2522.711+401+6013-LF OF 8-IN PVC AT 2.66%IE IN: 2513.30, 8-IN PVC (W)IE OUT: 2513.20, 8-IN PVC (SE)SSMH-05A48-IN MH PER ISPWC SD-501STA: 0+13.36, 0.00'RIM: 2522.66±SUMP: 2513.20111-LF OF 8-IN PVC AT 2.66%IE OUT: 2516.25, 8-IN PVC (E)SSMH-05B48-IN MH PER ISPWC SD-501STA: 1+24.52, 0.00'RIM: 2522.75±IE IN: 2512.84, 8-IN PVC (E)IE IN: 2512.84, 8-IN PVC (NW)IE OUT: 2512.74, 8-IN PVC (SW)SSMH-0548-IN MH PER ISPWC SD-501STA: 0+00, 0.00'RIM: 2522.48±EXISTING GROUND AT CENTERLINEPROPOSED GRADE AT CENTERLINEPROPOSED GRADE ELEVATIONAT CENTERLINEEXISTING GROUND ELEVATIONAT CENTERLINEHorizontal Scale: 020'40'1" = 20'Concept Improvements-Street APP-03PP-05W Achievement St
Street AStreet BAT RIGHTDriveway A
File Location:g:\2019\119192\cad\prelim plat\119192 preplat prelim p&p.dwgLast Plotted By:jason densmerDate Plotted:Thursday, February 20 2020 at 03:19 PM
AGENCY SUBMITTALPP-04Concept Improvements02.20.2020119192MERIDIAN, IDAHO
4005 N McDERMOTT ROAD
Investment Analytic Group, LLC
Chukar Ridge Subdivision
Street ARevisions1.Date of Issuance:Project No.:Project Milestone:----11.CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OFPROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT.THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THEPROPOSED IMPROVEMENTS SHOULD BE EXPECTED.Sheet Notes:Driveway AAT LEFTPP-05
Street BStreet AHorizontal Scale: 020'40'1" = 20'Concept Improvements-Driveway A02/20/2020
8''SS
8''SS 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8
'
'SS
8''W
8''SS
8''SS 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W
8''W
GIR
R
GIR
R
8''W
8''W
GIRRGIRR
GIRR8''WSAN
SAN8''SS8''SS8''SS8''SS8''SS8''W8''W8''W
EGEGEGEG
EGEGEGEG
EGEGEG EGSDSDSD
SD
SD
SD SD
SD
SANR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W R/W R/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/
W
R/W
R/W B2 L15B2 L16B2 L17B2 L18B2 L19B2 L20B2 L21B2 L22B2 L23B2 L24B2 L25B2 L26B2 L27B2 L28B2 L29B3 L9B3 L11B3 L10B2 L30B4 L3B2 L31B4 L6B4 L7EGEGEGEGXXX25212522
2
5
2
3
252525242
5
2
425+0026+0027+0028+0029+0030+0031+00
40+00
41+00
SSMH-07SSMH-06396-LF OF 8-IN PVC AT 0.76%210-LF OF 8-IN PVC AT 0.88%49-LF OF 8-IN PVC AT 0.87%R25'R25'50' R/W
36' BC-BC 5'5'50' R/W36' BC-BC5'5'4
0
-
L
F
O
F
8
-
IN
PVC
A
T
3
.
0
7%SSMH-07A0+000+87.35GIRRGIRRGIRRGIRR
GIRR
CO
R
7
'
R
4
3
'
R
2
5
'STA: 26+27.54 (STEET B)STA: 40+00 (STREET C)S75°07'44"E 541.33'S00°34'42
"
W
1
9
2
.
8
3'Street B: Sta. 24+40 - 30+40HORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 2'250425062508251025122514251625182520252225242526252825302504250625082510251225142516251825202522252425262528253024+402521.82522.5824+602521.92522.4824+802522.02522.3925+002522.12522.3025+202522.22522.3325+402522.32522.4325+602522.32522.5325+802522.42522.6326+002522.52522.7426+202522.5
2522.84
26+402522.6
2522.94
26+602522.7
2523.04
26+802522.8
2523.14
27+002522.9
2523.24
27+202522.9
2523.34
27+402523.0
2523.44
27+602523.1
2523.54
27+802523.1
2523.64
28+002523.2
2523.74
28+202523.3
2523.84
28+402523.6
2523.94
28+602523.8
2524.04
28+802524.1
2524.15
29+002524.3
2524.32
29+202524.3
2524.50
29+402524.4
2524.67
29+602524.4
2524.85
29+802524.4
2525.03
30+002524.5
2525.20
30+202524.6
2525.38
30+402524.7
2525.55 -0.46%0.50%0.88%GB STA: 25+07EL: 2522.27
GB STA: 28+79.54
EL: 2524.14IE IN: 2514.76, 8-IN PVC (E)IE IN: 2514.79, 8-IN PVC (S)IE OUT: 2514.69, 8-IN PVC (W)SSMH-0648-IN MH PER ISPWC SD-501STA: 26+22.88, 6.00'RRIM: 2522.76±396-LF OF 8-IN PVC AT 0.76%SSMH-0748-IN MH PER ISPWC SD-501STA: 30+21.39, 2.57'RRIM: 2525.34±SUMP: 2517.75IE IN: 2517.85, 8-IN PVC (S)IE IN: 2517.85, 8-IN PVC (E)IE OUT: 2517.75, 8-IN PVC (W)210-LF OF 8-IN PVC AT 0.88%EXISTING GROUND AT CENTERLINEPROPOSED GRADE AT CENTERLINEPROPOSED GRADE ELEVATIONAT CENTERLINEEXISTING GROUND ELEVATIONAT CENTERLINESTA: 26+27.54 STREET B=
STA: 40+00.00 STREET C
EL: 2522.87 Horizontal Scale: 020'40'1" = 20'Concept Improvements-Street BPP-04
PP-07PP-06Street A
Street C
Street E Street BCONNECT TO EXISTINGWATER STUB (BY OTHERS)20' EMERGENCYACCESS GRASSPAVEDFUTURE GRAVITYIRRIGATIONWASTE DITCH(SHOWN FORINFORMATIONONLY)File Location:g:\2019\119192\cad\prelim plat\119192 preplat prelim p&p.dwgLast Plotted By:jason densmerDate Plotted:Thursday, February 20 2020 at 03:19 PM
AGENCY SUBMITTALPP-05Concept Improvements02.20.2020119192MERIDIAN, IDAHO
4005 N McDERMOTT ROAD
Investment Analytic Group, LLC
Chukar Ridge Subdivision
Street BRevisions1.Date of Issuance:Project No.:Project Milestone:----11.CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OFPROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT.THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THEPROPOSED IMPROVEMENTS SHOULD BE EXPECTED.Sheet Notes:02/20/2020
8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS8''SSSANSANSANSANR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WB2 L26B2 L27B2 L28B2 L29B2 L31B3 L27B3 L28B3 L26B4 L6B4 L7OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPXXXXXXXXXXXXXXXXXXXXEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRR25262527252825282525252430+0031+0032+0032+85.8145+0046+00SSMH-09SSMH-13SSMH-07261-LF OF 8-IN PVC AT 0.91%50' R/W
36' BC-BC5'5'
50' R/W36' BC-BC5'5'
40-LF O
F
8
-I
N
P
V
C
A
T
3
.
0
7
%SSMH-07A0+000+87.35
8''SS8''SSR25'R25'R7'R43'R25'STA: 31+60.81 (STREET E)STA: 46+05.24 (STREET D)S00°40'21"W 245.36'S89°19'40"E 341.79'Street E: Sta. 30+00 - 33+00HORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 2'250825102512251425162518252025222524252625282530253225342508251025122514251625182520252225242526252825302532253430+002524.5
2525.2030+202524.6
2525.3830+402524.7
2525.5530+602524.7
2525.7330+802524.8
2525.9131+002526.0
2526.0831+202527.0
2526.2631+402527.52526.4331+602527.92526.6131+802528.42526.7932+002528.32526.9632+202528.22527.1432+402528.12527.3132+602528.12527.4932+802527.82527.6733+00GB STA: 32+85.81EL: 2527.72IE OUT: 2520.22, 8-IN PVC (N)SSMH-0948-IN MH PER ISPWC SD-501STA: 32+85.81, 8.79'RRIM: 2527.54±261-LF OF 8-IN PVC AT 0.91%EXISTING GROUND AT CENTERLINEPROPOSED GRADE AT CENTERLINEPROPOSED GRADE ELEVATIONAT CENTERLINEEXISTING GROUND ELEVATIONAT CENTERLINEIE IN: 2517.85, 8-IN PVC (S)IE IN: 2517.85, 8-IN PVC (E)IE OUT: 2517.75, 8-IN PVC (W)SSMH-0748-IN MH PER ISPWC SD-501STA: 30+21.39, 2.57'RRIM: 2525.34±SUMP: 2517.75STA: 31+60.81 STREET E=STA: 46+05.24 STREET DEL: 2526.62
-0.88%-0.88%8''SS8''SS 8''SS8''SS8'
'SS8''W8''W8''W8''W
SANSANR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/WR/W R/WR/WR/WB2 L28B2 L29B2 L31B4 L7GIRRGIRRGIRRGIRR252530+0031+00 SSMH-0750' R/W36' BC-BC5'5'40-LF OF 8-
IN
PVC AT
3
.07%SSMH-07A0+000+87.35R7
'R4
3
'R25'Driveway C: Sta. -0+20 - 1+20HORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 2'2506250825102512251425162518252025222524252625282530253225062508251025122514251625182520252225242526252825302532-0+200+002524.4
2524.80
0+202524.5
2525.07
0+402524.6
2525.19
0+602524.6
2525.11
0+802524.7
2525.51
1+001+2040-LF OF
8-
IN PVC AT
3
.07%IE OUT: 2519.08, 8-IN PVC (W)SSMH-07A48-IN MH PER ISPWC SD-501STA: 0+87.35, 0.00'RIM: 2525.60±IE IN: 2517.85, 8-IN PVC (S)IE IN: 2517.85, 8-IN PVC (E)IE OUT: 2517.75, 8-IN PVC (W)SSMH-0748-IN MH PER ISPWC SD-501STA: 0+49.33, 12.48'RRIM: 2525.34±EXISTING GROUND AT CENTERLINEPROPOSED GRADE AT CENTERLINEPROPOSED GRADE AT CENTERLINEPROPOSED GRADE ELEVATIONAT CENTERLINEEXISTING GROUND ELEVATIONAT CENTERLINEHorizontal Scale: 020'40'1" = 20'Concept Improvements-Street EPP-05PP-08Street EStreet
B
Street D
AT RIGHTDriveway C
File Location:g:\2019\119192\cad\prelim plat\119192 preplat prelim p&p.dwgLast Plotted By:jason densmerDate Plotted:Thursday, February 20 2020 at 03:19 PM
AGENCY SUBMITTALPP-06Concept Improvements02.20.2020119192MERIDIAN, IDAHO
4005 N McDERMOTT ROAD
Investment Analytic Group, LLC
Chukar Ridge Subdivision
Street ERevisions1.Date of Issuance:Project No.:Project Milestone:----11.CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OFPROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT.THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THEPROPOSED IMPROVEMENTS SHOULD BE EXPECTED.Sheet Notes:Driveway CAT LEFTPP-05
Street BHorizontal Scale: 020'40'1" = 20'Concept Improvements-Driveway CStreet E Street B02/20/2020
SAN8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''SS8''SS8''SS8''WSAN8''SSSAN8''SS8''SSSDR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WB2 L18B2 L19B2 L20B2 L21B3 L18B3 L19B3 L14B3 L13B3 L12B3 L11B3 L17B3 L16B3 L15B3 L10B3 L22B3 L21B3 L20B4 L3B4 L2B4 L1XXXXXXXXXXXXXXXXXXXXXXXXGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRR252225232524 252526+00
27+00
40+0041+0042+0043+00 SSMH-11SSMH-06210-LF
O
F
8
-
I
N
P
V
C
A
T
0
.
8
8
%239-LF OF 8-IN PVC AT 0.88%R25'R25'50' R/W36' BC-BC5'50' R/W
36' BC-BC 5'5'R63'R45'R27'50' R/W73-LF OF 8-IN PVC AT 2.00%SSMH-11A0+000+72.64STA: 26+27.54 (STEET B)STA: 40+00 (STREET C)S00°34'42"W 192.83'Street C: Sta. 40+00 - 42+60HORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 2'250625082510251225142516251825202522252425262528253025322506250825102512251425162518252025222524252625282530253240+002522.9
2522.8740+202522.6
2522.6340+402522.7
2522.7540+602522.9
2522.8740+802523.0
2522.9941+002523.1
2523.1141+202523.2
2523.2341+402523.3
2523.3541+602523.5
2523.4641+802523.6
2523.5842+002523.7
2523.7042+202523.8
2523.8242+402523.9
2523.9442+602524.1
2524.06
-1.50%GB STA: 40+00
EL: 2522.87
GB STA: 40+17.33
EL: 2522.61IE IN: 2514.76, 8-IN PVC (E)IE IN: 2514.79, 8-IN PVC (S)IE OUT: 2514.69, 8-IN PVC (W)SSMH-0648-IN MH PER ISPWC SD-501STA: 40+04.66, 6.00'RRIM: 2522.76±SUMP: 2514.69239-LF OF 8-IN PVC AT 0.88%IE IN: 2517.00, 8-IN PVC (E)IE IN: 2517.00, 8-IN PVC (S)IE OUT: 2516.90, 8-IN PVC (N)SSMH-1148-IN MH PER ISPWC SD-501STA: 42+28.14, 27.07'RRIM: 2523.90±EXISTING GROUND AT CENTERLINEPROPOSED GRADE AT CENTERLINEPROPOSED GRADE ELEVATIONAT CENTERLINEEXISTING GROUND ELEVATIONAT CENTERLINE-0.60%SAN8''SS8''SS8''W8''W8''SS8''SS8''SSSANR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WB3 L18B3 L19B3 L14B3 L17B3 L16B3 L15B3 L21B3 L20B4 L1252542+0043+00 SSMH-1150' R/W R63'R45'R27'73-LF OF 8-IN PVC AT 2.00%SSMH-11A0+000+72.64Driveway B: Sta. -0+20 - 1+00HORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 2'2506250825102512251425162518252025222524252625282530253225062508251025122514251625182520252225242526252825302532-0+200+002524.12523.930+202524.22524.270+402524.42524.530+602524.62524.790+801+0073-LF OF 8-IN PVC AT 2.00%IE IN: 2517.00, 8-IN PVC (E)IE IN: 2517.00, 8-IN PVC (S)IE OUT: 2516.90, 8-IN PVC (N)SSMH-1148-IN MH PER ISPWC SD-501STA: 0+00, 0.00'RIM: 2523.90±IE OUT: 2518.45, 8-IN PVC (N)SSMH-11A48-IN MH PER ISPWC SD-501STA: 0+72.64, 0.00'RIM: 2524.95±SUMP: 2518.45EXISTING GROUND AT CENTERLINEPROPOSED GRADE AT CENTERLINEPROPOSED GRADE ELEVATIONAT CENTERLINEEXISTING GROUND ELEVATIONAT CENTERLINEHorizontal Scale: 020'40'1" = 20'Concept Improvements-Street CPP-05PP-05PP-08Driveway BStreet D
Street
B Street CFile Location:g:\2019\119192\cad\prelim plat\119192 preplat prelim p&p.dwgLast Plotted By:jason densmerDate Plotted:Thursday, February 20 2020 at 03:20 PM
AGENCY SUBMITTALPP-07Concept Improvements02.20.2020119192MERIDIAN, IDAHO
4005 N McDERMOTT ROAD
Investment Analytic Group, LLC
Chukar Ridge Subdivision
Street CRevisions1.Date of Issuance:Project No.:Project Milestone:----11.CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OFPROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT.THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THEPROPOSED IMPROVEMENTS SHOULD BE EXPECTED.Sheet Notes:Driveway BPP-08AT RIGHT
Street D Street CHorizontal Scale: 020'40'1" = 20'Concept Improvements-Street C02/20/2020
SAN8''SS8''SS8''SS8''SS8''SS
8''SS 8''SS 8''SS
8''W8''W8''W8''W8''W8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W 8''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SSGIRRGIRRGIRRGIRRGIRR
SAN8''SSSAN
SDSDSDSDSDSD
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/W R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR
/W
R/WR/W
R/W R/W R/W
B3 L24B3 L19B3 L25B3 L23B3 L22B3 L21B3 L20B4 L2B4 L1B3 L27B3 L28B3 L26B4 L4B4 L6B4 L5B4 L7OHPOHPOHPO
H
P
OHPOHPEGEGEGEG
EGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEGEG
EG
EGEGEGEGEGEGEGEGEGEGEGEG
GIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRRGIRR25242525
252625
2
7
25282528252531+0032+00
42+00
43+0044+0045+0046+00SSMH-13SSMH-11261-LF OF 8-IN PVC AT 0.91%338-LF OF 8-IN PVC AT 0.75%239-LF OF 8-IN PVC AT 0.88%50' R/W36' BC-BC5'5'50' R/W36' BC-BC5'5'50' R/W36' BC-BC5'5'R
6
3
'
R
4
5
'
R
2
7
'
50' R/W
36' BC-BC 5'5'
73-LF OF 8-IN PVC AT 2.00%SSMH-11A0+000+72.64
GIRRGIRRGIRRGIRRGIRR
R25'R25'STA: 31+60.81 (STREET E)STA: 46+05.24 (STREET D)S00°40'21"W 245.36'S89°19'40"E 341.79'Street D: Sta. 42+40 - 46+20HORIZONTAL SCALE: 1" = 20'VERTICAL SCALE: 1" = 2'250825102512251425162518252025222524252625282530253225342508251025122514251625182520252225242526252825302532253442+402523.9
2523.94
42+602524.1
2524.06
42+802524.2
2524.18
43+002524.3
2524.30
43+202524.4
2524.42
43+402524.5
2524.54
43+602524.7
2524.66
43+802524.8
2524.78
44+002524.9
2524.90
44+202525.0
2525.02
44+402525.1
2525.14
44+602525.3
2525.26
44+802525.4
2525.38
45+002525.5
2525.50
45+202525.6
2525.62
45+402525.7
2525.74
45+602525.9
2525.86
45+802526.0
2525.98
46+002526.2
2526.20
46+200.60%1.50%GB STA: 45+89.24
EL: 2526.04
GB STA: 46+05.24
EL: 2526.28IE OUT: 2519.55, 8-IN PVC (W)SSMH-1348-IN MH PER ISPWC SD-501STA: 45+50.06, 6.00'RRIM: 2525.68±338-LF OF 8-IN PVC AT 0.75%EXISTING GROUND AT CENTERLINEPROPOSED GRADE AT CENTERLINEPROPOSED GRADE ELEVATIONAT CENTERLINEEXISTING GROUND ELEVATIONAT CENTERLINEHorizontal Scale: 020'40'1" = 20'Concept Improvements-Street DPP-10Driveway B
PP-06PP-06PP-07Street E
Street C
Street DFile Location:g:\2019\119192\cad\prelim plat\119192 preplat prelim p&p.dwgLast Plotted By:jason densmerDate Plotted:Thursday, February 20 2020 at 03:20 PM
AGENCY SUBMITTALPP-08Concept Improvements02.20.2020119192MERIDIAN, IDAHO
4005 N McDERMOTT ROAD
Investment Analytic Group, LLC
Chukar Ridge Subdivision
Street DRevisions1.Date of Issuance:Project No.:Project Milestone:----11.CONCEPTUAL IMPROVEMENT PLANS ARE PROVIDED TO ILLUSTRATE ONE METHOD OFPROVIDING NECESSARY INFRASTRUCTURE TO SUPPORT THE PROPOSED DEVELOPMENT.THESE ARE NOT INTENDED TO BE DETAILED CONSTRUCTION PLANS. CHANGES TO THEPROPOSED IMPROVEMENTS SHOULD BE EXPECTED.Sheet Notes:02/20/2020