PZ - PPSETBACK LINE
PARCEL BOUNDARY
LOT LINE
NEW SIDEWALK
EXISTING SANITARY SEWER MANHOLE
EXISTING RIGHT-OF-WAYROWROW
EW EW
EXISTING FIRE HYDRANT
ELECTRICAL BOX
EXISTING WATER VALVE
WOOD FENCE BUILDING FOOTPRINT
SS SS
1/2" PIN
5/8" PIN
NEW SANITARY SEWER MANHOLE
TELEPHONE JUNCTION BOX
EXISTING POWER POLE
ROAD CENTERLINE
EXISTING SANITARY SEWER LINE
EXISTING WATER LINE
NEW SANITARY SEWER LINE
NEW WATER LINEWW
PHASE LINE
FOUND HUB
TYPE I INLET CATCH BASIN
T
E
HYD
SS SS
S
17.50'
EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP
HY
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ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW
EAST COPPER
RIDGE STREET
NO
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PROSPECT ELEMENTARY SCHOOL
BLO
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1
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1
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3
BLO
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.
1
25
.
0
0
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182.87'196.14'141.50'
4.00' OF LAND TO BE DEDICATED TO THE PUBLIC
FOR EAST MCMILLAN STREET RIGHT-OF-WAY
W
W
W
W
W
W
W
W
W
W
W
W
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8,964 S.F. 12,200 S.F.
9,557 S.F.
8,879 S.F.
12,227 S.F.
41,633 S.F.
2,487 S.F.
9,753 S.F.
8,451 S.F.
15,686 S.F.
10,895 S.F.
9,826 S.F.8,496 S.F.8,496 S.F.10,395 S.F.
16,740 S.F.
18,881 S.F.
13,342 S.F.
737
S.F.
10,778 S.F.
11,468 S.F.
11,597 S.F.
11,634 S.F.
22,613 S.F.11,582 S.F.
9,677 S.F.
9,057 S.F.
8,403 S.F.
12,832 S.F.
35,365 S.F.
10,576 S.F.
11,300 S.F.
10,633 S.F.8,732 S.F.8,732 S.F.10,638 S.F.
13,033 S.F.
10,988 S.F.
8,924 S.F.
10,226 S.F.17,027 S.F.11,078 S.F.
8,790 S.F.
8,732 S.F.
8,732 S.F.
10,706 S.F.
9,466 S.F.8,700 S.F.8,710 S.F.9,657 S.F.9,740 S.F.8,734 S.F.9,915 S.F.9,917 S.F.9,843 S.F.8,740 S.F.8,741 S.F.8,742 S.F.8,743 S.F.8,777 S.F.
11,675 S.F.20,225 S.F.
BLO
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1
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3
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2
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25' LANDSCAPE BUFFER25' LANDSCAPE BUFFER 25' LANDSCAPE BUFFER
4.00' OF LAND TO BE DEDICATED TO THE PUBLIC
FOR EAST MCMILLAN STREET RIGHT-OF-WAY
85.92'72.00'72.00'89.92'
10
7
.
3
7
'
12
1
.
3
1
'
90
.
7
3
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93
.
9
8
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75
.
4
1
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76
.
0
3
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74
.
0
0
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25.00'112.01'
69.54'
89
.
9
7
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81
.
7
0
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74
.
0
8
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11
9
.
7
8
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23
7
.
1
6
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25
.
0
0
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198.36'132.01'145.45'
69.15'72.00'72.00'36.41'
47.29'74.00'74.00'74.00'74.00'30.00'83.36'84.00'84.00'74.00'64.55'
79.13'163.07'
34.88'100.00'
97
.
1
3
'
38
.
3
5
'
96
.
8
7
'
38
.
0
6
'
174.37'116.41'
133.48'175.40'
97
.
1
3
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74
.
3
1
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71
.
5
0
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74
.
0
0
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74
.
0
0
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27
.
8
2
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74
.
3
1
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78
.
1
2
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79
.
8
0
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87
.
0
0
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92.00'74.00'74.00'92.00'
175.40'156.61'
137.01'125.00'99.83'100.00'161.05'79.35'
92
.
6
3
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11
8
.
5
2
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78
.
0
0
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74
.
0
0
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74
.
0
0
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92
.
6
3
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47
.
0
0
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11
7
.
3
8
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80.24'74.00'74.00'83.55'50.00'71.38'74.00'84.00'84.00'83.36'30.00'74.00'74.00'74.00'74.00'74.00'75.44'115.52'
12
0
.
1
8
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78
.
0
0
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78
.
0
0
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37
.
7
4
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93
.
9
7
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10
7
.
3
5
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97
.
1
2
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74
.
0
0
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81
.
3
0
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80
.
0
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84
.
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78
.
0
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78
.
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78
.
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78
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71.13'74.00'74.00'70.87'
331.30'293.69'
64.20'74.00'74.00'81.11'
SS
SS
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SS
SS
SS
SS
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2
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2
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7
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27.05'
1
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4
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21.04'
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2
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33
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25.2
4
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59.72'
2
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1
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29
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9.01'
16
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5
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5.54'9.3
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2
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2
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1
3
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2
4
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3,543
S.F.
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
EW
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ES
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ES
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12.83'
S
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EAST TERRITORY STREET
NO
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S89°49'09"W - 332.01'
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S89°49'09"W - 152.57'S89°49'09"W - 112.01'
N89°49'09"E - 112.69'
N89°49'09"E - 155.95'
S89°49'09"W - 135.48'
S89°49'09"W - 319.85'
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8
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N89°49'09"E - 72.07'
N65°1
6
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5
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58.14
'
N89°49'09"E - 118.00'
N89°49'09"E - 118.00'
S89°49'09"W - 118.00'
N89°49'54"E - 817.81'
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9
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S89°49'54"W - 796.81'
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7.89'
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N89°49'09"E - 242.20'N4
4
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5
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29
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1361.56'S00°10'17"W
33.00'
N00°14'16"E
33.00'
S89°49'54"W - 2632.46'
1270.90'N89°50'21"E - 2410.66'
30
313631
25 30
31 32
30 29
NORTHWEST SECTION CORNER
T-4-N / R-1-E - SECTION 31
FOUND 3-INCH BRASS CAP
CP&F NO. 100075492
NORTH QUARTER CORNER
T-4-N / R-1-E - SECTION 31
FOUND ALUMINUM CAP
CP&F NO. 2014096192
NORTHEAST SECTION CORNER
T-4-N - R-1-E - SECTION 31
FOUND 3-INCH BRASS CAP
CP&F NO. 111098263
12'
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N89°49'09"E - 142.37'
S89°49'09"W - 148.45'
S89°49'09"W - 148.91'
S89°49'09"W - 149.38'
7.
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36.75'
R48.00'
R59.00'
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AS NOTED
AS NOTED
J.D. CANNING
C.A. AUTH
28-FEBRUARY-2019
DRAWN BY:
CHECKED BY:
DATE:
VERTICAL SCALE:
HORIZONTAL SCALE:
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41
1
6
R
E
G
I
S
T
E R E D L A N D
S
U
R
V
E Y O R
1.THIS PROPERTY IS NOT IN A FLOOD PLAIN AREA.
2.SANITARY SEWER SERVICE IS TO BE PROVIDED BY THE CITY OF MERIDIAN.
3.POTABLE WATER IS TO BE PROVIDED BY MERIDIAN WATER.
4.PROPERTY LIES WITHIN THE MERIDIAN CITY FIRE DEPARTMENT.
5.PROPERTY LIES WITHIN THE SETTLERS IRRIGATION DISTRICT.
6.EXISTING IRRIGATION FACILITIES TO BE CONTINUED TO THEIR HISTORIC DISCHARGE POINTS.
7.EXISTING USE: RESIDENTIAL AND RURAL.
8.CONTOUR ELEVATION DATUM: NAVD 88. CONTOUR INTERVALS = 1-FOOT.
9.THIS DEVELOPMENT ANTICIPATES USING SUBSURFACE STORM WATER DISPOSAL IN COMMON LOTS OF STORM WATER
GENERATED FROM THE LOCAL ROAD SYSTEM AND LANDS TRIBUTARY TO THE SYSTEM.
10.PUBLIC UTILITIES ARE TO BE PROVIDED FROM THE PUBLIC UTILITY PROVIDERS FROM JOINT TRENCH ADJACENT TO THE
PUBLIC ROADS. SPECIFIC DESIGN CRITERIA WILL BE MET DURING THE CONSTRUCTION APPROVAL PHASE OF THIS
DEVELOPMENT.
11.THE FOLLOWING TAX PARCEL NUMBERS ARE INCLUDED WITHIN THIS SUBDIVISION: R1608650010, R1608650020, R1608650060
AND R1608650090.
12.ALL WATER LINE SIZES SHALL BE 8" TO FIRE HYDRANTS AND 6" PAST FIRE HYDRANTS.
13.SURFACE IRRIGATION FACILITIES THAT EXIST ON THE SITE WILL BE CONTINUED THROUGH THE PROPERTY. THE SUBDIVISION
WILL USE SURFACE IRRIGATION WATER VIA A PRESSURIZED IRRIGATION SYSTEM USING SETTLERS IRRIGATION WATER.
14.ALL LOTS SHALL HAVE 1) A 10-FOOT WIDE PUBLIC UTILITY AND STREET LIGHT EASEMENT ADJOINING PUBLIC
RIGHT-OF-WAYS. 2) A 5-FOOT WIDE PUBLIC UTILITY AND IRRIGATION EASEMENT ADJOINING ALL INTERIOR LOT LINES AND 3)
A 10-FOOT WIDE REAR YARD IRRIGATION EASEMENT.
NotesVicinity Map Zoning TableManhole Table
DAVE YORGASON
TODD CAMPBELL CONSTRUCTION, INC.
14254 WEST BATTENBERG DRIVE
BOISE, IDAHO 83713
(208) 850-1070
DYORGASON6@GMAIL.COM
Owner/Applicant
PROPOSED ZONE CHANGE RUT TO R-4
EXISTING ZONE RUT AND R-4
AFTER REZONE ALL LAND WILL BE R-4.
Scale: 1-Inch = 300-Feet
PROJECT
LOCATION
NORTH
AB
Legend
3" ROLLED CURB PER SD-702. CRUSHED AGGREGATE BASE COURSE -
4" MINIMUM THICKNESS
UNDER CURB 5.0'
Roadway Concrete Construction
ASPHALTIC PAVEMENT
6" MINUS AGGREGATE SUB-BASE
COMPACTED SUB-GRADE
MINIMUM 95% COMPACTION
3/4" MINUS CRUSHED
AGGREGATE BASE COURSE
2.5"
4.0"
79.00'
5.00'8.00'16.50'5.00'8.00'16.50'
14.0"
6.00'
10.00'
6.00'
10.00'
Pavement Cross-Section
TYPE "A" 5-INCH
THICK CONCRETE
SIDEWALK
FRONT (GARAGE):20 FEET
FRONT (LIVING):15 FEET
REAR:15 FEET
SIDE YARD: 5 FEET
Proposed Setback Table
8.0'
Land Use Calculations
DESCRIPTION AREA (AC.) PERCENTAGE
PROJECT 19.74 100.00%
RESIDENTIAL LOTS 15.03 76.14%
COMMON LOTS 1.39 7.04%
ROADWAY 3.32 16.82%
RESIDENTIAL LOTS 57
OPEN SPACE 1.974 10.00%
SEE SHEET "OPEN SPACE MAP" FOR DEFINITION
RESIDENTIAL DENSITY 2.89 PER ACRE
CENTER CROWN BETWEEN CURBS
SIDEWALK
PUC EASEMENT PUC EASEMENT
SIDEWALK
47.00' ROAD RIGHT-OF-WAY
EASEMENT EASEMENT33.00' ROADWAY BACK OF CURB TO BACK OF CURB
59.00' BACK OF WALK TO BACK OF WALK
2%2%2%2%
Typical Street Cross-Section Scale: Not To Scale
WEST SIDE
NO.DEPTH
W-1 7.89'
W-2 7.18'
W-3 4.65'
W-4 4.08'
W-5 3.35'
W-6 4.89'
EAST SIDE
NO.DEPTH
E-1 10.10'
E-2 8.91'
E-3 7.22'
E-4 7.96'
E-5 9.74'
E-6 9.52'
E-7 8.36'
E-8 8.20'
5-FOOT WIDE LANDSCAPE
EASEMENT - TYPICAL OF 4
SPECIAL SEWER CONSTRUCTION IS REQUIRED FOR LOTS
9-16, BLOCK 1.
LANDSCAPE LANDSCAPE
INGRESS / EGRESS EASEMENT
TO BENEFIT LOT 12, BLOCK 3