CC - Updated PlatS
S
S
SS
S
N 89°43'34" E 2651.67'
N
4
3
°
5
5
'
0
7
"
W
1
2
5
2
.
6
8
'N 0°12'11" E 449.00'S 00°24'19" W 2690.26'1356.61'21.01'S 29
°05
'10
"
E83.15
'S
3
4
°
1
6
'
2
6
"
E
1
5
4
8
.
3
7
'
N 89°43'34" E 382.86'
943.00'
33
4 "Illegible"
CP&F Inst.
No. 2017-075211
"Illegible"
"PLS
780"
"PLS
4347"
S 89°43'59" W 1321.09'N 00°12'11" E 1356.40'S 89°43'59" W 1300.06'
"PLS
645"
"PLS
780"
SW Corner
Govt. Lot 3
"PLS 645"SE Corner
Govt. Lot 3
"PLS 4347"STHTHTHTH28
26
24
22
20
18
16
14
12
10
8
6
34
32
33
40
1
45
35
42
38
36
4746
31
29
27
25
23
21
19
17
15
13
11
9
7
5
3
4
2
30
1
3941
44
37
43
ROAD 2
ROAD 1ROAD
2
ROAD
2
ROAD
3
ROA
D 5
ROA
D 6
ROA
D 6
ROA
D 7
ROA
D 7ROAD 6ROAD 7ROAD 8RO
A
D
8
ROAD 8
LAKE HAZEL RD.
ROA
D
9
ROAD 10
ROAD 2
6213 N. Cloverdale Rd.Suite 125Boise, Idaho 83704t.208.846.8955f.208.846.8956c.208.867.3954ross@ericksoncivil.comericksoncivilDATENO.REVISIONPREPARED BY:PROJECT MANAGER:JOB NUMBER:PH: (208) 846-8955FAX:(208) 846-8956DRAWN BY:ERICKSON CIVIL, INC.-RKESHEET NUMBER:SHEET TITLE:DATE:
IDB19056OWNER:PROJECT TITLE:PURA VIDA RIDGE RANCH SUBDIVISIONMERIDIAN, IDSUNRISE RIM, LLC10-10-201P&Z REVISIONSPROFESSIO N AL E
OHADIFOETA
T
S
E R IC K SONKSSOR1 0 8 1 3
NGIN
E
E
RRE G I STERE
D
4-10-20
11-23-20
11-23-202UPDATES FOR CC HEARINGPP.1PRELIMINARY PLATPreliminary Plat
Feet
0 60 120
E. LAKE HAZEL RD.S. ARABLE WAYTEN M
ILE
DRA
IN
1
1.REMOVE EXISTING HOUSE.
2.REMOVE EXISTING STRUCTURE.
3.ABANDON EXISTING WELL IN ACCORDANCE WITH
THE IDAHO DEPARTMENT OF WATER RESOURCES
STANDARDS AND REQUIREMENTS.
4.REMOVE EXISTING SEPTIC TANK AND ABANDON
EXISTING DRAIN FIELD IN ACCORDANCE WITH THE
CENTRAL DISTRICT HEALTH DEPT. STANDARDS AND
REQUIREMENTS.
5.REMOVE EXISTING OVERHEAD POWER.
6.20-FOOT WIDE SHARED DRIVEWAY.
7.20-FOOT EMERGENCY VEHICLE ACCESS (28' INSIDE,
48' OUTSIDE MIN. RAD.).
8.10-FOOT WIDE ASPHALT MULTI-USE PATHWAY WITH
14-FOOT WIDE PUBLIC ACCESS EASEMENT.
9.MAILBOX PARKING - 5-MINUTE PARKING.
10.CENTRAL MAILBOX UNITS.
11.EMERGENCY KNOCK-OVER BOLLARDS PER
MERIDIAN FIRE DEPT. REQUIREMENTS.
12.DIRT TRAIL SYSTEM CONCEPT - FINAL TRAIL
ROUTING TO BE DETERMINED DURING FINAL
DESIGN.
13.PAVED PARKING AREA.
14.5-FOOT MICRO-PATH.
15.FEMA ZONE A FLOOD BOUNDARY.
16.PRESSURE IRRIGATION PUMP STATION.
17.NO PARKING - FIRE LANE
1
2
4
3
5
6
6
6
6
6
6
7
8
7
9
1035.00' LANDSCAPE BUFFERFUTURE E. LAKE HAZEL RD. CURB 48.00'7' CONCRETE SIDEWALK
11
12
12
12
14
14
14
14
14
14
14
2
7
.
0
0
'
2
7
.
0
0
'
2
7
.
0
0
'
2
7
.
0
0
'33.00'33.00'33.00'
33.00'33.00'33.00'
33.00'
14
14
14
14
50.0
0'
E
A
S
E.50.00'
E
A
S
E.
TEN MILE DRAIN
CENTERLINE
FEMA ZONE A
FLOOD BOUNDARY
FEMA ZONE A
FLOOD BOUNDARY33.00'Vicinity Map
NORTHS. EAGLE RD.S. COLUMBIA RD.E. LAKE HAZEL RD.
6
66
14
6
14
14
14
1420.00'2
0
.
0
0
'
14
Development Information
Notes
OWNER
ENGINEER
PROFESSIONAL
LAND SURVEYOR
PARCEL # 1
Contacts
Parcels Included
LAND PLANNER
Keyed Notes
6
14
14
14
13
14 14
14
6
3
3
.
0
0
'
16
1313
1.CURRENT ZONING: RUT; PROPOSED ZONING: R-8 & R-15 PUD.
2.THE AREA OF THE SITE PROPOSED TO BE R-8 WILL BE SINGLE FAMILY DETACHED HOUSING; THE AREA OF THE SITE PROPOSED TO BE R-15 WILL BE
ATTACHED SINGLE FAMILY HOUSING.
3.SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF CITY OF MERIDIAN SEWER SYSTEM.
4.DOMESTIC WATER SERVICE TO BE EXTENDED FROM CITY OF MERIDIAN WATER SYSTEM.
5.THE DEVELOPMENT OF THIS PROJECT SHALL BE IN ACCORDANCE WITH THE APPLICABLE CITY OF MERIDIAN ZONING AND BUILDING ORDINANCES,
AND AS MODIFIED BY THE PLANNED UNIT DEVELOPMENT APPLICATION (PUD).
6.A PORTION OF THE PROPERTY LIES WITHIN FEMA FLOOD HAZARD ZONE A ALONG THE TEN MILE DRAIN - REFERENCE FIRM PANEL 16001C0265H, EFF.
DATE 2/19/03.
7.PUBLIC UTILITY, IRRIGATION, AND DRAINAGE EASEMENTS ARE AS FOLLOWS:
7.1.ALL COMMON LOTS, INCLUDING SHARED DRIVEWAY COMMON LOTS, ARE HEREBY DESIGNATED AS HAVING A BLANKET EASEMENT FOR PUBLIC
UTILITIES, IRRIGATION AND DRAINAGE.
7.2.ALL BUILDING LOT FRONTAGES TO 33-FOOT STREETS ARE HEREBY DESIGNATED AS HAVING A 10-FOOT PERMANENT EASEMENT FOR PUBLIC
UTILITIES, IRRIGATION, AND DRAINAGE, MEASURED FROM THE PROPERTY LINE.
7.3.ALL BUILDING LOT FRONTAGES TO 24-FOOT STREETS ARE HEREBY DESIGNATED AS HAVING A 3-FOOT PERMANENT EASEMENT FOR PUBLIC
UTILITIES, IRRIGATION, AND DRAINAGE, MEASURED FROM THE PROPERTY LINE.
7.4.ALL BUILDING LOT FRONTAGES TO ALLEYS ARE HEREBY DESIGNATED AS HAVING A 10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES,
IRRIGATION, AND DRAINAGE, MEASURED FROM THE PROPERTY LINE.
7.5.ALL BUILDING LOT FRONTAGES TO SHARED DRIVEWAYS ARE HEREBY DESIGNATED AS HAVING A 5-FOOT PERMANENT EASEMENT FOR PUBLIC
UTILITIES, IRRIGATION, AND DRAINAGE, MEASURED FROM THE PROPERTY LINE.
7.6.ALL BUILDING LOT FRONTAGES TO COMMON AREA "MEWS" THAT ARE NOT SHARED DRIVEWAYS ARE HEREBY DESIGNATED AS HAVING A 2-FOOT
PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE, MEASURED FROM THE PROPERTY LINE.
7.7.ALL INTERIOR SIDE LOT LINES ARE HEREBY DESIGNATED AS HAVING A 3-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND
DRAINAGE, WITH EXCEPTION OF INTERIOR SIDE LOT LINES FOR ATTACHED HOUSING PRODUCT WHICH DO NOT HAVE SIDE LOT LINE EASEMENTS.
7.8.A 10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE, IS HEREBY DESIGNATED ADJACENT TO THE SUBDIVISION
BOUNDARY.
8.IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE 31-3805 (1)(B). THIS SUBDIVISION IS LOCATED WITHIN THE
NEW YORK IRRIGATION DISTRICT, AND ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT.
9.BUILDING SETBACKS AND DIMENSIONAL STANDARDS WITHIN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING
REGULATIONS OF THE CITY OF MERIDIAN, AND AS MODIFIED BY THE PLANNED UNIT DEVELOPMENT (PUD) - SEE PUD SITE PLAN FOR ADDITIONAL
INFORMATION.
10.LOTS (L-B) 1-1, 6-1, 21-1, 29-1, 32-1, 34-1, 39-,1, 1-2, 10-2, 1-3, 10-3, 8-4, 8-5, 40-5, 6-6, 5-7, 1-8, 2-8, 7-8, 15-8, 23-8, & 1-10 ARE COMMON/OPEN SPACE LOTS
TO BE OWNED AND MAINTAINED BY THE SUBDIVISION HOMEOWNER'S ASSOCIATION, OR ITS ASSIGNS.
11.LOTS (L-B) 2-1, 10-1, 17-1, 25-1, 33-1, 43-1, 9-5, 3-8, 11-8, 19-8, 27-8, 32-5 & 47-5 ARE SHARED DRIVEWAY/COMMON LOTS FOR THE BENEFIT OF THE
ADJOINING LOTS. MAINTENANCE OF THE SHARED DRIVEWAYS SHALL BE AS SET FORTH IN THE CC&R'S PROVIDED FOR THIS DEVELOPMENT.
12.DIRECT BUILDING LOT ACCESS TO E. LAKE HAZEL RD. IS PROHIBITED.
13.PARKING SHALL BE RESTRICTED AND NO PARKING SIGNAGE SHALL BE INSTALLED ON ALL 24-FOOT STREET SECTIONS AND SHARED DRIVEWAYS.
5
.
0
0
'
5.0
0
'
TY
P
.
5
.
0
0
'
T
Y
P
.10.00'TYP.10.00'TYP.
5
.
0
0
'TYP.
5
.
0
0
'TYP.10.00'TYP.10.00'TYP.1
0
.
0
0
'TYP.
1
0
.
0
0
'TYP.
5
.
0
0
'TYP.
5.00' TYP.5.00' TYP.
5
.
0
0
'TYP.
5
.
0
0
'
TYP
.
5
.
0
0
'
TYP
.
SOUTH BECK & BAIRD
JAY GIBBONS
2002 S. VISTA AVE.
BOISE, ID 83705
OFF: 208.342.2999
SUNRISE RIM, LLC
AUDREY D'ORAZIO
4450 W. SADDLE RIDGE DR.
NAMPA, ID 83687
CELL: 208.724.6239
ERICKSON CIVIL, INC.
ROSS ERICKSON, P.E.
6213 N. CLOVERDALE RD. STE 125
BOISE, ID 83705
OFF: 208.846.8955
COMPASS LAND SURVEYING
RICHARD GRAY, P.L.S.
623 11TH AVE. SOUTH
NAMPA, ID 83651
OFF: 208.442.0115
PARCEL # 2
S1404212550 - 16.31 ACRES
3727 E. LAKE HAZEL RD.
MERIDIAN, ID 83642
S1404212750 - 10.03 ACRES
3727 E. LAKE HAZEL RD.
MERIDIAN, ID 83642
3
.
0
0
'TYP.
3
.
0
0
'
TYP
.
2
.
0
0
'
T
Y
P
.
2
.
0
0
'
T
Y
P
.
2
.
0
0
'TYP.
2
.
0
0
'TYP.
2
.
0
0
'TYP.
2.00'
TYP.
2.00'
TYP.8.82'TYP.2.
0
0
'
T
Y
P
.
2
.
0
0
'
TYP
.
17
17
17
17
17
17
17
17
17
17
17
17
11
27.00'5.00'
13
27.00'5.00'
FUTU
R
E
S
K
Y
B
R
E
A
K
S
U
B.
FUTU
R
E
S
K
Y
B
R
E
A
K
S
U
B.
FUTU
R
E
S
K
Y
B
R
E
A
K
S
U
B.
FUTU
R
E
R
E
SI
D
E
N
TI
A
L
S
U
B.
2
.
0
0
'
TYP
.
3
.
0
0
'
TYP
.
7.90'
TYP.
3
.
0
0
'
TYP
.
EX. SEWER
EX. WATER
15
15
13
17
14
15
EXISTING SEWER AND PIPE SIZE
EXISTING WATER AND PIPE SIZE
EXISTING CABLE
EXISTING CENTERLINE
EXISTING DITCH
EXISTING EDGE OF GRAVEL
EXISTING EDGE OF PAVEMENT
EXISTING FENCE
EXISTING FIBER OPTICS
EXISTING GAS
EXISTING GRAVITY IRRIGATION
EXISTING JOINT TRENCH
EXISTING OVERHEAD POWER
EXISTING PRESSURE IRRIGATION
EXISTING STORM
EXISTING TELEPHONE
EXISTING TELEPHONE & FIBER
EXISTING TOE OF SLOPE
EXISTING TOP OF BANK
EXISTING UNDERGROUND POWER
PROPOSED SEWER & PIPE SIZE
PROPOSED WATER & PIPE SIZE
PROPOSED STORM DRAIN & PIPE SIZE
PROPOSED PRESSURE IRRIGATION
PROPOSED GRAVITY IRRIGATION
PROPOSED EDGE OF PAVEMENT
PROPOSED EDGE OF GRAVEL
PROPOSED SAWCUT
PROPOSED DITCH CENTERLINE
PROPOSED TOP OF BANK
PROPOSED TOE OF SLOPE
PUID EASEMENT
PROPOSED GRADE BREAK
PROPERTY LINE
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED WATER METER
PROPOSED BLOWOFF
EMERGENCY VEHICLE TURN MOVEMENT
20' WIDE, 28' INSIDE RAD., 48' OUTSIDE RAD.
Legend
Attached Housing Parking Summary
250.74'
5.0
0
'
TY
P
.
2.
5
'
T
Y
P
.
3
.
0
0
'
TYP
.
3
.
0
0
'
TYP
.
2
.
0
0
'
TYP
.
GARAGE PARKING 254 STALLS
DRIVEWAY PARKING 136 STALLS
OFF STREET PARKING 20 STALLS
TOTAL PARKING PROVIDED 410 STALLS
TOTAL ATTACHED UNITS = 127 ATTACHED HOMES
AN ADDITIONAL 88 +/- ON STREET PARKING STALLS WILL BE
AVAILABLE AND ARE NOT INCLUDED IN THE ABOVE PARKING
CALCULATIONS.
5.00'
BORROW DITCH2%
3'
GRAVEL
SHOULDER ROAD C/L20.00' PLANTER
GRASS & SPRINKLERS
CONCRETE SIDEWALK
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-709
1.00'
FLAT
LANDINGPROPERTY LINEBUILDING LOT4:1 MAX
42.00' HALF WIDTH ROW
17.00' PAVEMENT
(SEE
P
L
A
N
)
3:1 MA
X (SE
E
P
L
A
N
)
3:1
M
A
X
4:1 MAX
3.00' MIN.2.00'
FORESLOPE &
SHOULDER 6.0" THICKNESS
OF 3 4" MINUS CRUSHED
AGGREGATE BASE
COMPACTED TO 95% MAX
DRY DENSITY PER ASTM D1557 (SECTION LINE)2%
ASTM C33 FILTER SAND
DRAINAGE WINDOW
SEE PLAN FOR LOCATIONS
40.00' FUTURE TBC
8.00' FORESLOPEP/L48.00' SECTION LINE TO FACE OF WALK
75.00' SECTION LINE TO BUILDING LOT
35.00' LANDSCAPE BUFFER
1.00'
FLAT
LANDING
7.00'
15.00' ACHD
SIDEWALK EASE.
2.00'
5.00'
C/L ROW2%2%
2.00'2.00'
16.50'16.50'
47.00' ROW
33.00' TRC TO TRC
1.75% +/- 0.25%
10.00' PUID EASEMENT
CONCRETE SIDEWALK
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-709
3" ROLLED CURB (TRC)
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-702
3" ROLLED CURB (TRC)
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-702
5.00'ROW1.75% +/- 0.25%
10.00' PUID EASEMENT
CONCRETE SIDEWALK
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-709
5.00'
WHERE SHOWN
C/L ROW2%2%
2.00'2.00'
13.50'13.50'
41.00' ROW W / SIDEWALK ON BOTH SIDES
31.00' ROW W / NO SIDEWALK
27.00' TRC TO TRC
1.75% +/- 0.25%
CONCRETE SIDEWALK
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-709
3" ROLLED CURB (TRC)
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-702
3" ROLLED CURB (TRC)
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-702
5.00'
WHERE SHOWNROW
1.75% +/- 0.25%
CONCRETE SIDEWALK
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-709
5.00'
WHERE SHOWN
C/L ROW2%2%
2.00'2.00'
13.50'13.50'
41.00' ROW W / SIDEWALK ON BOTH SIDES
31.00' ROW W / NO SIDEWALK
27.00' TRC TO TRC
1.75% +/- 0.25%
CONCRETE SIDEWALK
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-709
3" ROLLED CURB (TRC)
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-702
3" ROLLED CURB (TRC)
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-702
5.00'
WHERE SHOWNROW
1.75% +/- 0.25%
CONCRETE SIDEWALK
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-709
20.00'
6.0" THICKNESS OF 4,000 PSI PORTLAND CEMENT CONCRETE
10.0" THICKNESS OF 3/4" MINUS CRUSHED AGGREGATE BASE
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
STRUCTURAL SUB-BASE. STRIPPED, NATIVE, UNDISTURBED SUBGRADE OR
STRUCTURAL FILL COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
1.0%1.0%
10.00'10.00'
20.00'
6.0" THICKNESS OF 4,000 PSI PORTLAND CEMENT CONCRETE
10.0" THICKNESS OF 3/4" MINUS CRUSHED AGGREGATE BASE
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
STRUCTURAL SUB-BASE. STRIPPED, NATIVE, UNDISTURBED SUBGRADE OR
STRUCTURAL FILL COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
1.0%1.0%
10.00'10.00'
NOTES
PP.2
1
PP.2
2
PP.2
3
PP.2
4
PP.2
5 6213 N. Cloverdale Rd.Suite 125Boise, Idaho 83704t.208.846.8955f.208.846.8956c.208.867.3954ross@ericksoncivil.comericksoncivilDATENO.REVISIONPREPARED BY:PROJECT MANAGER:JOB NUMBER:PH: (208) 846-8955FAX:(208) 846-8956DRAWN BY:ERICKSON CIVIL, INC.-RKESHEET NUMBER:SHEET TITLE:DATE:
IDB19056OWNER:PROJECT TITLE:PURA VIDA RIDGE RANCH SUBDIVISIONMERIDIAN, IDSUNRISE RIM, LLC10-10-201P&Z REVISIONSPROFESSIO N AL E
OHADIFOETA
T
S
E R IC K SONKSSOR1 0 8 1 3
NGIN
E
E
RRE G I STERE
D
4-10-20
11-23-20
11-23-202UPDATES FOR CC HEARINGPP.2PRELIMINARY PLAT - TYPICAL ROADWAY SECTIONSPP.2
6