PZ - 12-19-17 OAKS WEST PPPHA
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37
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37
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37
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37.00' ROW 21.00'
57.72' BUFFER
27.00'
BUFFER
62
.
8
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62
.
8
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37.00' ROW
50
.
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36
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38.00'
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38
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38.00'
34.00'
36.00'
50.00'
34.00'
38.00'
34.00'
34
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38.00'
38.00'
34.00'
38.00'
34.00'
38
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34
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38.00'
34.00'
50
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36
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35.00'
BUFFER
10
2
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0
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B
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F
F
E
R
IPCO EASEMENT
20.00' WATER EASE.
20.00' PRESSURE
SEWER EASE.
FEMA EFFECTIVE 100-YR
FLOODPLAIN BOUNDARY
27
.
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0
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27
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0
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27
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27
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27.00'
20.00'
20.00'
48
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1
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62
1
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JOB NUMBER:
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SHEET NUMBER:
SH
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:
DATE:12-19-17
IDB17052
OW
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Feet
0 80 160
NORTH
1.PRESENT ZONING = R-8, R-15 & L-O; REQUESTED ZONING = R-8.
2.PRESENT LAND USE = BARE GROUND.
3.A PRESSURE IRRIGATION SYSTEM WILL BE CONSTRUCTED TO SERVE ALL LOTS. THE PROJECT
IS LOCATED WITHIN THE SETTLERS IRRIGATION DISTRICT. THE EXISTING OAKS SOUTH
PRESSURE IRRIGATION SYSTEM WILL BE EXTENDED TO PROVIDE PRESSURE IRRIGATION
SERVICE TO THIS PROJECT.
4.ALL LANDSCAPE BUFFERS AND COMMON LOTS WILL HAVE PRESSURE IRRIGATION.
5.PERSON TO RECEIVE CITY BILLINGS AND CORRESPONDENCE: TIM MOKWA (SEE CONTACT
INFO. ON THIS SHEET).
6.TRAFFIC IMPACT ON EXISTING ADJACENT ROADWAYS AND INTERSECTIONS WILL BE MODERATE.
A TRAFFIC IMPACT STUDY IS NOT REQUIRED FOR THIS DEVELOPMENT AS DOCUMENTED BY
MINDY WALLACE OF ACHD ON 12-1-17.
7.DEVELOPMENT FEATURES INCLUDE THE FOLLOWING: SANITARY SEWER, DOMESTIC WATER,
PRESSURIZED IRRIGATION, PUBLIC STREETS, FIRE HYDRANTS, OPEN SPACE, AMENITIES, AND
LANDSCAPING.
8.PUID EASEMENTS ARE AS SHOWN.
9.BUILDING SETBACKS AN DIMENSIONAL STANDARDS WITHIN THE DEVELOPMENT SHALL BE IN
ACCORDANCE WITH THE MERIDIAN CITY CODE.
10.BLOCK 1 LOTS 10, 11, 12, 13, 14, 15 & 19 ARE LOCATED WITHIN THE ZONE A SPECIAL FLOOD
HAZARD AREA - SEE FEMA FIRM PANEL 16027C0300F, DATED 5/24/11 AND PANEL 16001C0140H,
DATED 2/19/03.
11.LOTS 4, 11, 19, 27, & 39 OF BLOCK 1; LOT 1 OF BLOCK 2; LOT 1 OF BLOCK 3; LOT 1 OF BLOCK 4;
LOTS 1, 6, 12, 15, 19, 28, 33, AND 34 OF BLOCK 5; AND LOTS 1, 2, 6, AND 7 OF BLOCK 6 ARE
COMMON LOTS THAT WILL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION.
12.LOTS 2, 3, 4, 5, 12, 13, 26, AND 28 OF BLOCK 1; LOTS 7, 8, 10, 11, 17, 18, 25, 26, AND 27 OF BLOCK 5;
AND LOTS 3, 4, 5, 8, 9, AND 10 OF BLOCK 6 TAKE ACCESS FROM A SHARED DRIVEWAY.
13.DEVELOPER RESERVES THE RIGHT TO ADJUST THE PHASING SHOWN BASED ON MARKET
CONDITIONS.
14.SEE LANDSCAPE PLAN FOR PROPOSED AMENITIES.
15.THE PROJECT INTERNAL STREETS INCLUDE DETACHED SIDEWALK WITH 8-FOOT PLANTER
STRIPS.
16.RESIDENTIAL LOTS SHALL NOT TAKE DIRECT ACCESS TO N. MCDERMOTT RD. OR W. MCMILLAN
RD. LOTS 6 AND 7 OF BLOCK 1 SHALL TAKE DIRECT ACCESS TO N. MCDERMOTT RD.
DEVELOPER
PUBLIC ROADWAYS
ENGINEER
ROSS ERICKSON, P.E.
ERICKSON-CIVIL, INC.
6213 N. CLOVERDALE RD. 125
BOISE, IDAHO 83713
208.867.3954
PROFESSIONAL
MERIDIAN, ID 83642
1406 N. MAIN ST. STE 109
C/O TIM MOKWA
CITY OF MERIDIANWATER & SEWER
SERVICE PROVIDER
PRESSURE IRRIGATION
SERVICE PROVIDER
LAND SURVEYOR
ADA COUNTY HIGHWAY DIST.
SETTLERS IRRIGATION DIST.
HAYDEN HOMES IDAHO, LLC
PARCEL # 1
S0433223010 - 30.91 ACRES
4730 N. MCDERMOTT RD.
MERIDIAN, IDAHO 83646
MACK MEYERS
208.871.4468
PRELIMINARY PLAT FOR OAKS WEST SUBDIVISION
SITUATED IN NW 1
4 OF THE SECTION 33, TOWNSHIP 4 NORTH, RANGE 1 WEST,
B.M., MERIDIAN, ADA COUNTY, IDAHO
2017
CLINT HANSEN, PLS
LAND SOLUTIONS, INC.
231 E. 5TH ST., STE. A
MERIDIAN, ID 83642
T.208.288.2040
1.20-FOOT WIDE SHARED DRIVEWAY. 5-FOOT LANDSCAPE
STRIP PROVIDED ADJACENT TO DRIVEWAY - DRIVEWAY
LANDSCAPE STRIP TO BE CONSTRUCTED WITH HOME
CONSTRUCTION.
2.BUILDING ENVELOPE PER M.C.C.
3.5-FOOT WIDE WALKING PATH SIDEWALK CONNECTION.
4.14-FOOT WIDE VEHICULAR PATHWAY.
5.STORM DRAIN DETENTION POND
1
1
1
1
1
1
1
1
222
2
2
2
2
2
2
2
2 2
2
2
2
2
3
3
3
4
4
LAND PLANNER
BECKY MCKAY
ENGINEERING SOLUTIONS, LLP
1029 N. ROSARIO ST. STE 100
MERIDIAN, IDAHO 83642
208.938.0980
FOUND BRASS/ALUMINUM CAP
5/8" IRON PIN WITH PLASTIC CAP
CALCULATED POINT
FOUND 5/8" IRON PIN WITH PLASTIC CAP
FOUND 1/2" IRON PIN WITH PLASTIC CAP
SET 1/2" IRON PIN WITH PLASTIC CAP
EXISTING SEWER
EXISTING WATER
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
PROPOSED WATER
PROPOSED STORM DRAIN
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
EXISTING TREE
EXISTING LIGHT
EXISTING MAILBOX
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING SIGN
EXISTING MANHOLE
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
PROPOSED VALVE
PROPOSED SAND AND GREASE TRAP
CONCRETE CURB AND GUTTER
CONCRETE
IRRIGATION BOX
5
BLOCK 1
BLOCK 1
BLOCK 1
BLOCK 3
BLOCK 3
BLOCK 2
BLOCK 4
BLOCK 5
BLOCK 5
BLOCK 5
BLOCK 6
N.
T
R
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E
N
T
A
V
E
.
W. PEN
R
O
S
E
D
R
.
W. OVERCUP DR.
W. LOS FLORES DR.
W. LOS FLORES CT.
N.
T
R
I
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E
N
T
A
V
E
.
N.
G
L
E
N
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O
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K
W
A
Y
N.
P
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E
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N.
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A
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N.
P
A
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I
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A
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N.
P
A
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I
M
O
S
A
V
E
.
W. QUINTALE DR.
MAINTAIN EXISTING
WELL SITE ACCESS
TO MCMILLAN RD.
MAINTAIN EXISTING
PUMP STATION SITE
ACCESS TO
MCMILLAN RD.
208.869.9785
8.00'5.00'
C/L
RO
W
2%2%
2.5" THICKNESS OF PLANT MIX PAVEMENT (1/2" SP-3 MIX DESIGN)
COMPACTED TO 95% OF MAX THEORETICAL DENSITY
4.0" THICKNESS OF 3 4" MINUS CRUSHED AGGREGATE BASE
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
14.0" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
STRIPPED, PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
8.00'5.00'
2%1.75% +/- 0.25%2%
2.00'2.00'
17.00'17.00'
RO
W
38.00' ROW
34.00' TRC TO TRC
21.00' ACHD EASEMENT
2.00'
21.00' ACHD EASEMENT
2.00'
1.75% +/- 0.25%
2.00'2.00'
10.00' PUID EASEMENT10.00' 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
CONCRETE SIDEWALK
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-709
EARTHWORK CONTRACTOR TO
LEAVE PLANTER GRADE 0.20'
BELOW THE FACE OF WALK AND
TOP BACK OF CURB
FUTURE SOD BY
HOMEOWNER
EARTHWORK CONTRACTOR TO
LEAVE PLANTER GRADE 0.20'
BELOW THE FACE OF WALK
AND TOP BACK OF CURB
FUTURE SOD BY
HOMEOWNER
34/38
8.00'5.00'
C/L
RO
W
2%2%
2.5" THICKNESS OF PLANT MIX PAVEMENT (3/4" MIX DESIGN)
COMPACTED TO 95% OF MAX THEORETICAL DENSITY (HVEEM)
4.0" THICKNESS OF 3 4" MINUS CRUSHED AGGREGATE BASE
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
14.0" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
STRIPPED, PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
CONCRETE SIDEWALK
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-709
8.00'5.00'
2%1.75% +/- 0.25%2%
2.00'2.00'
18.00'18.00'
RO
W
50.00' ROW
36.00' TBC TO TBC
10.36' ACHD EASEMENT
2.00'
10.85' ACHD EASEMENT
2.00'
1.75% +/- 0.25%
6" VERTICAL CURB PER
ACHD SUPPLEMENTAL
STANDARD DRAWING SD-701
SOD - EARTHWORK
CONTRACTOR TO LEAVE
PLANTER GRADE 0.20'
BELOW THE FACE OF WALK
AND TOP BACK OF CURB
CONCRETE SIDEWALK
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-709
6" VERTICAL CURB PER
ACHD SUPPLEMENTAL
STANDARD DRAWING SD-701
SOD - EARTHWORK
CONTRACTOR TO LEAVE
PLANTER GRADE 0.20'
BELOW THE FACE OF WALK
AND TOP BACK OF CURB
LANDSCAPE BUFFER
25' MIN. ALONG MCMILLAN RD.
COMMON LOT - WIDTH VARIES
RE
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S
W
A
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ST
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W
A
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2%
3' GRAVEL
SHOULDER
RO
A
D
C
/
L
17.00' PLANTER
GRASS & SPRINKLERS
5.00'
CONCRETE SIDEWALK
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-709
43.00' TO FACE OF SIDEWALK
5.00'
1.00'
FLAT
LANDING
PR
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BU
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N
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L
O
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4:1 MAX
37.00' HALF WIDTH ROW
1.75% +/- 0.25%
3.0" THICKNESS OF PLANT MIX PAVEMENT (3/4" MIX DESIGN)
COMPACTED TO 95% OF MAX THEORETICAL DENSITY (HVEEM)
4.0" THICKNESS OF 3 4" MINUS CRUSHED AGGREGATE BASE
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
26.0" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
STRIPPED, PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
17.00'
5.00'
12.00'
RETAIN & PROTECT EXISTING PAVEMENTSA
W
C
U
T
(SEE
P
L
A
N
)
3:1 MA
X
(SE
E
P
L
A
N
)
3:1
M
A
X
4:1 MAX
1.00' MIN.
INTO FREE DRAINING
GRAVELS
6.
0
0
'
M
I
N
.
2.00'
FORESLOPE &
SHOULDER 6.0" THICKNESS
OF 3 4" MINUS CRUSHED
AGGREGATE BASE
COMPACTED TO 95% MAX
DRY DENSITY PER ASTM D1557
(S
E
C
T
I
O
N
L
I
N
E
)
2%
STRUCTURAL FILL
SEE GRADING PLAN FOR
ADDITIONAL REQUIREMENTS
STRUCTURAL FILL
SEE GRADING PLAN FOR
ADDITIONAL REQUIREMENTS
13.00' ACHD EASEMENT
ASTM C33 FILTER SAND
DRAINAGE WINDOW
SEE PLAN FOR LOCATIONS
23.00' FUTURE TBC
6.00' FORESLOPE
1.25'
2.00'
1.00'
FLAT
LANDING
P/
L
LANDSCAPE BUFFER 35' MIN. ALONG MCDERMOTT RD.
COMMON LOT - WIDTH VARIES
RE
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I
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S
W
A
L
E
ST
O
R
M
W
A
T
E
R
2%
3' GRAVEL
SHOULDER
RO
A
D
C
/
L
10.00' PLANTER
GRASS & SPRINKLERS
5.00'
CONCRETE SIDEWALK
PER ACHD SUPPLEMENTAL
STANDARD DRAWING SD-709
36.00' TO FACE OF SIDEWALK
5.00'
1.00'
FLAT
LANDING
PR
O
P
E
R
T
Y
L
I
N
E
BU
I
L
D
I
N
G
L
O
T
4:1 M
A
X
37.00' HALF WIDTH ROW
1.75% +/- 0.25%
3.0" THICKNESS OF PLANT MIX PAVEMENT (3/4" MIX DESIGN)
COMPACTED TO 95% OF MAX THEORETICAL DENSITY (HVEEM)
4.0" THICKNESS OF 3 4" MINUS CRUSHED AGGREGATE BASE
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
26.0" THICKNESS OF 6" MINUS UNCRUSHED AGGREGATE BASE
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
STRIPPED, PREPARED NATIVE SUBGRADE OR STRUCTURAL FILL
COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557
17.00'
5.00'
12.00'
RETAIN & PROTECT EXISTING PAVEMENTSA
W
C
U
T
(SEE
P
L
A
N
)
3:1 MA
X
(SE
E
P
L
A
N
)
3:1
M
A
X
4:1 MAX
1.00' MIN.
INTO FREE DRAINING
GRAVELS
6.
0
0
'
M
I
N
.
2.00'
FORESLOPE &
SHOULDER 6.0" THICKNESS
OF 3 4" MINUS CRUSHED
AGGREGATE BASE
COMPACTED TO 95% MAX
DRY DENSITY PER ASTM D1557
(S
E
C
T
I
O
N
L
I
N
E
)
2%
STRUCTURAL FILL
SEE GRADING PLAN FOR
ADDITIONAL REQUIREMENTS
STRUCTURAL FILL
SEE GRADING PLAN FOR
ADDITIONAL REQUIREMENTS
6.00' ACHD EASEMENT
ASTM C33 FILTER SAND
DRAINAGE WINDOW
SEE PLAN FOR LOCATIONS
23.00' FUTURE TBC
6.00' FORESLOPE
1.25'
2.00'
1.00'
FLAT
LANDING
P/
L
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'
62
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JOB NUMBER:
PH
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(
2
0
8
)
8
4
6
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8
9
5
5
FA
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(
2
0
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8
4
6
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8
9
5
6
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SHEET NUMBER:
SH
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:
DATE:12-19-17
IDB17052
OW
N
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PR
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:
OA
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