HomeMy WebLinkAboutLANDSCAPE ON-PUD MASTER PLAN.pdf30
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EVERETT PLACE
22
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1220
EXISTING
CURB STOP
EXISTING
CURB STOP
8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )8''SS )
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
EXISTING
TRANSFORMER
EXISTING TV
EXISTING QWEST
EXISTING SSMH
RIM:4854.10
E & W INV:4844.90
EXISTING SSMH
RIM:4856.42
N & S INV:4841.27
E & WINV:4842.27
EXISTING CB
GRATE:4853.57
EXISTING MH/ROUNDGRATE
NO PIPE THAT CAN BE SEEN
GRATE:4854.79
EXISTING FH
EXISTING
CURB STOP EXISTING
CURB STOP
EXISTING QWEST
EXISTING
QWEST
EXISTING ELECTRIC AND
COMMUNICATION BOX
EXISTING BIRD BATH
( 12''SD
EXISTING QWEST
EXISTING COM BOX
CA
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20.00'
SETBACK
20.00'SETBACK
10.00'
EXISTING
P.U.E.
6.00'
SETBACK
6.00'SETBACK
7.00'
7.00'7.00'7.00'7.00'7.00'7.00'2.00'24.00'
24.00'24.00'
9'x18'
10'x20'
10'x20'
9'x18'
INSTALL 6' FENCE
AND 5' LANDSCAPE
STRIP PLANTED WITH
1 TREE AND 5 LOW
SHRUBS PER 30 LINEAL
FEET
REPAIR
EXISTING CURB
S
S
8''SS )8''SS )( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS ( 8''SS
SS
EXISTING
PARKING LOT
EXISTING
CURB CUT8'
'
W
EXISTING FH
S
S
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S
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(
8
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8
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8
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SS
SS
INSTALL FH
8
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W
CUT & REPLACE
ASPHALT & CURB
CUT & REPLACE
ASPHALT & CURB
TAKE OUT EXISTING 1.5"
WATER SERVICE AND
TIE ONTO MAIN WITH 8"
WATER MAIN LINE
EXISTING 1.5"
WATER SERVICE
CAP AT MAIN LINE
EXISTING 8"
WATER MAIN LINE
(
8
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8
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(
8
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8
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8
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S
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8''
W
TAKE OUT EXISTING 1.5"
WATER SERVICE AND
TIE ONTO MAIN WITH 8"
WATER MAIN LINE
INSTALL SSMH #1
RIM:4855.90
E INV IN:4845.44
W INV IN:4845.44
S INV OUT:4845.34
INSTALL SSMH #2
RIM:4854.65
E INV OUT:4845.68
W
8'
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W
8'
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W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
INSTALL SSMH #3
RIM:4854.22
W INV OUT:4846.58
INSTALL SSMH #4
RIM:4856.41
W INV OUT:4842.77
2" W
1.
5
"
W
1.
5
"
W
LOT 8 LOT 9LOT 7LOT 6LOT 5LOT 4LOT 3LOT 1
LOT 2
LOT 12
LOT 10
LOT 11
F.F.=56.05F.F.=56.51F.F.=56.70F.F.=56.70F.F.=56.70F.F.=56.70F.F.=56.70F.F.=55.35
F.F.=55.16
BTM=51.00
53.00
55
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0
0
52.50
54.50
BTM=50.5053.00
52.50
54.50
STORM POND
A
B
C
8'
9'
20'
9'
9'
10'
10'20'
10'
10'
18.50'
20.00'
8'8'9'
8'
8'
9'
10'x20'
18'
20'
10'
20.86'
11.34'
8.53'
20.00'20.00'
75.04'
24.77'
7.73'
9'
10'10'
25'
SETBACK
TAKE OUT EXISTING 1.5"
WATER SERVICE AND
TIE ONTO MAIN WITH
8" WATER MAIN LINE
REMOVE EXISTING 1.5"
WATER SERVICE
1.
5
"
W
1.
5
"
W
1.5" W
INSTALL FH
INSTALL FH
ADD NEW
CURB
INSTALL SERVICE WITH
BACKFLOW STOP FOR
IRRIGATION
INSTALL SERVICE WITH
BACKFLOW STOP FOR IRRIGATION
INSTALL SERVICE WITH
BACKFLOW STOP FOR
IRRIGATION
INSTALL SLEEVE WITH IRRIGATION
SERVICE WITH BACKFLOW STOP
N87° 26' 14"W
10.28'
N87° 11' 37"W
12.40'
N00° 11' 46"W
20.00'
N00° 11' 46"W
20.00'
N00° 11' 46"W
20.00'
N00° 11' 46"W
20.00'
N00° 11' 46"W
20.00'
N00° 11' 46"W
20.00'
N00° 11' 46"W
20.00'
N00° 11' 46"W
20.00'
N58° 29' 30"E
13.74'
S58° 02' 23"E
26.50'
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N47
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N90° 00' 00"W
40.00'
PROJECT AREA = 2.145 acres
12, 4 UNIT BUILDINGS
ALL UNITS ARE 2 BEDROOMS
CURRENT ZONE = HIGH DENSITY RESIDENTAIL 1
PARKING REQUIREMENTS
2 SPACES PER 2 BEDROOM = 96 PARKING SPACES
PARKING PROVIDED = 101 PARKING SPACES TOTAL (7 HANDICAP SPACES)
ASPHALT AREA = 0.82%
SNOW STORAGE PROVIDED = 0.15 acres
SNOW STORAGE REQUIRED = 0.08 acres (10%)
TOTAL GREEN SPACE PROVIDED = 0.67 acres
TOTAL GREEN SPACE REQUIRED = 0.43 acres (20%)
MASTER PLAN NOTES:
W E
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15'
SCALE: 1" = 30.0'
30'0 30'
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2
S 1/4 CORNER OF SECTION 25
T.6N., R.39E., B.M.
N
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S89°44'05"W 185.62'
SE
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C CORNER OF SECTION 25
T.6N., R.39E., B.M.
THE VILLA
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ANDREWS
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LEGEND
ROADWAY CENTERLINE
SECTION LINE
PARCEL BOUNDARY
PARCEL LINE
EASEMENT
SETBACK LINE
PROPOSED CATCH BASIN
EXISTING CONTOURS
C.A.,LOT 13
SNOW STORAGE
SNOW
STORAGE/
STORM POND
SNOW
STORAGE
SNOW
STORAGE
BEGINNING AT POINT THAT IS N00°15'55"W 815.36 FEET AND S89°44'05”W 185.62 FEET; THENCE N00°15'55"W
175.28 FEET FROM THE SOUTH 1/4 CORNER OF SECTION 25, TOWNSHIP 6, NORTH, RANGE 39 EAST OF THE BOISE
MERIDIAN, MADISON COUNTY, IDAHO; AND RUNNING THENCE ON A POINT OF A CURVE WITH A CHORD
BEARING S71°37'06"W 26.86 FEET HAVING A RADIUS OF 20.00 FEET; THENCE TO THE RIGHT ALONG SAID CURVE
29.44 FEET THRU A CENTRAL ANGLE 84°20'52"; THENCE N66°12'28"W 4.36 FEET TO A POINT OF A CURVE WITH A
CHORD BEARING N78°12'07"W 34.91 FEET HAVING A RADIUS OF 84.00 FEET; THENCE TO THE LEFT ALONG SAID
CURVE 35.17 FEET THRU A CENTRAL ANGLE 23°59'18"; THENCE S89°48'14"W 257.73 FEET TO A POINT OF A
CURVE WITH A CHORD BEARING N71°55'35"W 37.62 FEET HAVING A RADIUS OF 60.00 FEET; THENCE TO THE
RIGHT ALONG SAID CURVE 38.26 FEET THRU A CENTRAL ANGLE 36°32'23" TO A POINT OF A REVERSE CURVE
WITH A CHORD BEARING S77°41'24"W 85.58 FEET HAVING A RADIUS OF 57.00 FEET; THENCE TO THE LEFT
ALONG SAID CURVE 96.80 FEET THRU A CENTRAL ANGLE 97°18'25"; THENCE N60°57'48"W 25.00 FEET; THENCE
N90°00'00"W 99.77 FEET TO A POINT OF A CURVE WITH A CHORD BEARING N02°36'32"E 151.84 FEET HAVING A
RADIUS OF 20342.05 FEET; THENCE TO THE RIGHT ALONG SAID CURVE 151.84 FEET THRU A CENTRAL ANGLE
00°25'40"; THENCE N89°48'14"E 592.12 FEET; THENCE S31°30'30"E 80.51 FEET TO A POINT OF A CURVE WITH A
CHORD BEARING S46°19'40"W 77.28 FEET HAVING A RADIUS OF 183.37 FEET; THENCE TO THE LEFT ALONG SAID
CURVE 77.86 THRU A CENTRAL ANGLE OF 24°19'41" TO A POINT OF ANOTHER CURVE WITH A CHORD BEARING
S31°48'15"W 43.31 FEET HAVING A RADIUS OF 525.90 FEET; THENCE TO THE LEFT ALONG SAID CURVE 43.32 FEET
THRU A CENTRAL ANGLE OF 4°43'10" TO THE POINT OF BEGINNING, CONTAINING 2.144 ACRES.
BOUNDARY DESCRIPTION
N0
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5
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W
1
7
5
.
2
8
'
2" WATER
METER
2" WATER
METER
2" WATER
METER
1" WATER
METER
1" WATER
METER
PROJECT
LOCATION
VICINITY MAP
EVERETT PLACE
PI
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MAIN ST
W 7th S
ANDREWS PLACE
CA
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P
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A
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2-1/2" OF PLANT MIX PAVEMENT
UNDISTURBED EARTH
12" OF GRANULAR BORROW/PITRUN
3-1/2" OF 3/4" GRAVEL ROADBASE
TYPICAL PARKING LOT SECTIONLIP UP CURB
FLOW
2-1/2" ASPHALT
3-1/2" 3/4 CRUSHED GRABEL
12" PIT RUN GRAVEL
THICKENED EDGE SIDEWALK
4" 3/4 GRAVEL
4" CONCRETE
THERE ARE 48 UNITS TOTAL AMONG 12 LOTS. BUILDINGS CONTAINING 4
APARTMENTS WILL BE CONSTRUCTED ON EACH LOT. EACH LOT HAS THE
DIMENSIONS SHOWN ON THE TYPICAL FLOOR PLAN DESCRIBED HEREIN.
THE BOUNDARY LINES FOR EACH LOT HAVE BEARINGS AS SHOWN.
DESCRIPTION OF LOTS:
DESCRIPTION OF COMMON AREA:
1. LOT 13, COMMON AREA = 74,197 SF
BUILDING STRUCTURE - 1600 SF
N90° 00' 00"W
40.00'
40.00'
N90° 00' 00"W
N0
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LOT 13
COMMON AREA
LOT 13
LOT 13
LOT 13
LOT 13
LOT 13