HomeMy WebLinkAboutPavilion at Windsong PPlat V14 7'
3 3 '
4 7'
3 3 '
W. CROSSWIND ST.
N WAFTING LN
ALLEY
N TWISTER LN
N PUFF LN
W WHIRLWIND LN
N. LINDER RD.
W. USTICK RD.
N SQUALL LN
BLOCK 2
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 3
C LOSE EXISTING LINDER ENTRANCE
P P P P P
P
P
P
P
P
P
P
P ATIO
B LDG
2 02 0 SF
P
P
P
P
P P P P
GAZEB O
P
P
P
P
LIVE/W ORK UNITS
LIVE/W ORK UNITS
BLOCK 3
P
P P P P
P ATIO
DRIVETHROUGH
DRIVETHROUGH
GRASS
W WIND GUST LN
2 3 '
2 0'
2 4 '
2 4 '
2 4 '
2 4 '
2 4 '
N PUFF LN
REMAINS
ZONE C C
4 7'
3 '
4 7'
3 '
W. CROSSWIND ST.
N WAFTING LN
ALLEY
N TWISTER LN
N PUFF LN
W WHIRLWIND LN
N. LINDER RD.
W. USTICK RD.
N SQUALL LN
BLOCK 2
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 3
C LOSE EXISTING LINDER ENTRANCE
P P P
P
P
P
P
P
P
P
P ATIO
B LDG
2 02 0 SF
P
P
P
P
P P
GAZEB O
P
P
P
P
LIVE/W ORK UNITS
LIVE/W ORK UNITS
BLOCK 3
P
P P
P ATIO
DRIVETHROUGH
DRIVETHROUGH
GRASS
W WIND GUST LN
2 3 '
2 0'
2 4 '
2 4 '
2 4 '
2 4 '
2 4 '
N PUFF LN
REMAINS
ZONE C
W. CROSSWIND ST.
N WAFTING LN
ALLEY
N TWISTER LN
N PUFF LN
W WHIRLWIND LN
N. LINDER RD.
W. USTICK RD.
N SQUALL LN
BLOCK 2
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 3
P P P P P
P
P
P
P
P
P
P
P ATIO
B LDG
2 02 0 SF
P
P
P
P
P P P P
GAZEB O
P
P
P
P
LIVE/W ORK UNITS
LIVE/W ORK UNITS
BLOCK 3
P
P P P P
P ATIO
DRIVETHROUGH
DRIVETHROUGH
GRASS
W WIND GUST LN
N PUFF LN
REMAINS
ZONE C C
NEW ZONE
R- 4 0
DEVELOPMENT FEATURES
ACREAGE
TOTAL PARCEL - 4.77 ACRES
LOTS
TOTAL LOTS - 49
TOTAL DWELLING UNITS - 45
BUILDABLE LOTS -
SF RESIDENTIAL - 44
COMMERCIAL - 1
COMMON LOTS - 10
4 7'
3 3 '
4 7'
3 3 '
W. CROSSWIND ST.
N WAFTING LN
ALLEY
N TWISTER LN
N PUFF LN
W WHIRLWIND LN
N. LINDER RD.
W. USTICK RD.
N SQUALL LN
BLOCK 2
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 3
C LOSE EXISTING LINDER ENTRANCE
P P P P P
P
P
P
P
P
P
P
P ATIO
B LDG
2 02 0 SF
P
P
P
P
P P P P
GAZEB O
P
P
P
P
LIVE/W ORK UNITS
LIVE/W ORK UNITS
BLOCK 3
P
P P P P
P ATIO
DRIVETHROUGH
DRIVETHROUGH
GRASS
W WIND GUST LN
2 3 '
2 0'
2 4 '
2 4 '
2 4 '
2 4 '
2 4 '
N PUFF LN
REMAINS
ZONE C C
4 7'
3 '
4 7'
3 '
W. CROSSWIND ST.
N WAFTING LN
ALLEY
N TWISTER LN
N PUFF LN
W WHIRLWIND LN
N. LINDER RD.
W. USTICK RD.
W. USTICK RD.
N SQUALL LN
BLOCK 2
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 3
C LOSE EXISTING LINDER ENTRANCE
P P P
P
P
P
P
P
P
P
P ATIO
B LDG
2 02 0 SF
P
P
P
P
P P
GAZEB O
P
P
P
P
LIVE/W ORK UNITS
LIVE/W ORK UNITS
BLOCK 3
P
P P
P ATIO
DRIVETHROUGH
DRIVETHROUGH
GRASS
W WIND GUST LN
2 3 '
2 0'
2 4 '
2 4 '
2 4 '
2 4 '
2 4 '
N PUFF LN
REMAINS
2 0'
FRONT
SETB ACK
GUEST
P
P
P
P
P
P
P
P
P
1
2 3
4 5
67 8 9 1 0
1 2
1
1 3
1
2
3
4
5
6
7
8
3 8 6 7 1 0
1
1 2
3 5
1 5
1 6
1 7
1 8
1 9
2 0
2 1
2
2 3
2 4
2 5
2 6
1 4
1
9
4 7'
3 '
4 7'
3 '
W. CROSSWIND ST.
N WAFTING LN
ALLEY
N TWISTER LN
N PUFF LN
W WHIRLWIND LN
N. LINDER RD.
W. USTICK RD.
W. USTICK RD.
N SQUALL LN
BLOCK 3
BLOCK 2
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 3
C LOSE EXISTING LINDER ENTRANCE
GUEST P
PPPPP
P
P
PPPPPP
PPPPPP P
P
P
P
P
P
P
P
P
P
1 3
BLOCK 3
P
PPPPP
PPPPPP P
P
PPPP
P
P
P
P
P
P
P
P ATIO
B LDG
2 02 0 SF
P
P
P
P
P
GAZEB O
P
P
P
P
LIVE/W ORK UNITS
LIVE/W ORK UNITS
BLOCK 3
P
P
P ATIO
DRIVETHROUGH
DRIVETHROUGH
GRASS
W WIND GUST LN
2 3 '
2 0'
2 4 '
2 4 '
2 4 '
2 4 '
2 4 '
N PUFF LN
REMAINS
ZONE C
NEW ZONE
R- 4 0
TABLES AS OF 2021- 12- 07
ZONE C
NEW ZONE
R- 4 0
CONCEP TUAL P L AN FOR
USTICK L INDER SUBDIVISION
L OCATED IN THE SE 1/4 OF THE SE1/4 OF
SECTION 35 T.4N., R.1W ., B.M .
M ERIDIAN, ADA COUNTY, IDAHO
2 02 0
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DRAWN BY:
C HECKED BY:
NO. DATE DESC RIP TION
REVIS ED
P ROJECT:
DATE:
S HEET
TEL 208-938-0013
www.baileyengineers.com
1119 E. STATE ST., SUITE 210
EAGLE, ID 83616
CIVIL ENGINEERING|PLANNING|CADD
ailey Engineering, Inc.
CONCEP T P LAN
USTICK AND LINDER
BILTMORE
12- 15- 20
C20 20 - 0 9
C- 1
DAVID A. BAILEY P.E.
DAB
SC ALE IN FEET
0
1 " = 4 0'
4 0 2 0 4 0 8 0
2 72 6
P LAT LEGEND
1
BLOCK 7
6,500sf
W . ASHTON DR.
P ROPOSED FIRE HYDRANT
STREET LIGHT
EXISTING C ONTOUR
RIGHT- OF-W AY LINE
LOT LINE
GRAVITY IRRIGATION LINE
EXISTING SEWER LINE
P ROP OSED SEWER LINE
EXISTING W ATER LINE
P ROP OSED W ATER LINE
P RESSURE IRRIGATION LINE
STORM DRAIN LINE
ROAD C ENTERLINE
ROLLED C URB /GUTTER AND SIDEWALK
EXISTING EDGE OF P AVEMENT
NEW EDGE OF P AVEMENT
LOT NUMBER
LOT AREA
B LOCK NUMBER
FLOW ARROW
STREET NAME
SURVEY LEGEND
FOUND ALUMINUM C AP
FOUND 5/8 " IRON P IN
C ALCULATED P OINT
P ROPERTY B OUNDARY LINE
SEC TION LINE
DEVELOPMENT FEATURES
ACREAGE
TOTAL PARCEL - 26.88 ACRES
LOTS
TOTAL LOTS - 107
TOTAL DWELLING UNITS - 259
BUILDABLE LOTS -
SF RESIDENTIAL - 75 (4 EXISTING)
APARTMENT - 7 LOTS - 168 UNITS
4PLEX LOTS - 4 LOTS - 16 UNITS
COMMERCIAL - 1 LOTS
COMMON LOTS - 20
DENSITY
OVERALL DENSITY DU/ACRE - 9.49
OPEN SPACE
COMMON AREA - ?ac - ?%
USEABLE OPEN SPACE REQUIRED - 2.6 ac - 10%
USEABLE OPEN SPACE PROVIDED - ?ac - ?%
MULTI-FAMILY OPEN SPACE
PRIVATE OPEN SPACE
REQUIRED - 80 sf PER UNIT
PROVIDED - >85 sf PER UNIT
COMMON OPEN SPACE
REQUIRED - 4.,000 sf FOR 216 UNITS (1200 sf UNIT @ 250 sf/unit)
PROVIDED - TBD sf
PARKING
APARTMENTS
REQUIRED SPACES:
42 1BR x 1.5 = 63
126 2BR x 2 = 252
PARKING FOR CLUBHOUSE - 10
TOTAL REQUIRED 325
TOTAL SPACES - 338
HANDICAP SPACES - 12 (10 REQUIRED)
COVERED SPACES:
54 1BR X 1 = 54
162 2BR X 1 = 162
TOTAL REQUIRED: 216
TOTAL PROVIDED: 216
BIKE PARKING REQUIRED: 12 SPACES
ZONING
EXISTING - RUT, R-1 & R-15
PROPOSED - R-8 & R-15 (MIXED USE)
SEWAGE DISPOSAL
MERIDIAN CITY SEWER
WATER SUPPLY
MERIDIAN CITY WATER
CITY
MERIDIAN CITY
SCHOOL DISTRICT
WEST ADA
FIRE DISTRICT
MERIDIAN
IRRIGATION DISTRICT
NAMPA MERIDIAN IRRIGATION DISTRICT
OWNERS
MULTIPLE
DEVELOPER
TRILOGY DEVELOPMENT, INC.
9839 W CABLE CAR ST
BOISE, ID 83709
ENGINEER
DAVID A. BAILEY, P.E.
BAILEY ENGINEERING, INC.
1119 E. STATE ST., SUITE 210
EAGLE, ID 83616
PLANNER/CONTACT
SHAWN BROWNLEE
TRILOGY DEVELOPMENT, INC.
9839 W CABLE CAR ST
BOISE, ID 83709
208-895-8858
6 4PLEX 24 UNITS
3 6PLEX 18 UNITS
TOTAL 42 UNITS
8 COMMON LOTS
1 COMMERCIAL 44,410 SF
1.02 ACRES
NEW ZONE
R- 4 0
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DRAWN BY:
C HECKED BY:
NO. DATE DESC RIP TION
REVIS ED
P ROJECT:
DATE:
S HEET
TEL 208-938-0013
www.baileyengineers.com
1119 E. STATE ST., SUITE 210
EAGLE, ID 83616
CIVIL ENGINEERING|PLANNING|CADD
ailey Engineering, Inc.
P RELIMINARY P LAT
USTICK LINDER SUBDIVISION
TRILOGY DEVELOP M ENT, INC
12- 25- 20 20
C20 20 - 0 18
P P - 2
DAVID A. BAILEY P.E.
DAB/DES
2 72 6
P LAT LEGEND
1
BLOCK 7
W . ASHTON DR.
P ROPOSED FIRE HYDRANT
STREET LIGHT
EXISTING C ONTOUR
RIGHT- OF-W AY LINE
LOT LINE
GRAVITY IRRIGATION LINE
EXISTING SEWER LINE
P ROP OSED SEWER LINE
EXISTING W ATER LINE
P ROP OSED W ATER LINE
P RESSURE IRRIGATION LINE
STORM DRAIN LINE
ROAD C ENTERLINE
ROLLED C URB /GUTTER AND SIDEWALK
EXISTING EDGE OF P AVEMENT
NEW EDGE OF P AVEMENT
LOT NUMBER
LOT AREA
B LOCK NUMBER
FLOW ARROW
STREET NAME
SURVEY LEGEND
FOUND ALUMINUM C AP
FOUND 5/8 " IRON P IN
C ALCULATED P OINT
P ROPERTY B OUNDARY LINE
SEC TION LINE
SC ALE IN FEET
1 "= 50'
50 0 000 2 5 50 1
CONCEP TUAL P L AN FOR
USTICK L INDER SUBDIVISION
L OCATED IN THE SE 1/4 OF THE SE1/4 OF
SECTION 35 T.4N., R.1W ., B.M .
M ERIDIAN, ADA COUNTY, IDAHO
2 02 0
VIC INITY M AP
1"= 50 0 '
P ROJECT
S ITE
W . USTIC K RD.
N. LINDER RD.
W INDSONG
SUB DIVISION
TUMBLE C REEK
SUB DIVISION
W ATERSONG
SUB DIVISION
B RIDGETOWER
C ROSSING
SUB DIVISION
W OODBURN W EST
SUB DIVISION
C REASON C REEK
SUB DIVISION
05/23/22
H-2021-0102
PRIVATE DRIVE LOTS - 3
DENSITY
OVERALL DENSITY DU/ACRE - 9.4
OPEN SPACE
COMMON AREA - 1.89 ac - 39.6%
USEABLE OPEN SPACE REQUIRED - 1.15 ac - 24.1%
USEABLE OPEN SPACE PROVIDED - 0.77 ac - 16.1%
PARKING
EACH RESIDENTIAL UNIT HAS 2 GARAGE SPACES
AND 20' DRIVEWAYS FROM STREET TO FACE OF GARAGE
12 GUEST PARKING SPACES PROVIDED
17 PARKING SPACES FOR FUTURE COMMERCIAL
OWNERS
RAMA GROUP LLC
1580 W CAYUSE CREEK DR
MERIDIAN, ID 83646
DEVELOPER
BILTMORE COMPANY
1580 W CAYUSE CREEK DR
MERIDIAN, ID 83646
ENGINEER
DAVID A. BAILEY, P.E.
BAILEY ENGINEERING, INC.
1119 E. STATE ST., SUITE 210
EAGLE, ID 83616
PLANNER/CONTACT
KENT BROWN
KENT BROWN PLANNING SERVICES
3161 E SPRINGWOOD DR
MERIDIAN, ID 83642
208-871-6842
P /L
S IDEWALK (TYP .)
C ONCRETE
4 7'- 0"
5 '- 0"
3 3 '- 0" 7'- 0"
S LOPE 2.00%
1 4 '- 6"
1 6'- 6"
P /L
1 6'- 6"
1 4 '- 6"
7'- 0"
2'- 0"5 '- 0"
S LOPE 2.00%
L
C
2 1 /2" ASPHALT
P AVEMENT
4 7' RIGHT- OF-W AY
TYPICAL STREET SECTION
NOT TO SCALE 1 0" - 6" M INUS P IT RUN
S TANDARD ROLLED OR 6" VERTIC AL
C URB & GUTTER (TYP .) AS P ER
P LANS
GRAVEL (C OMPACTION REQUIRED)
4 " - 3 /4 " M INUS C RUSHED
2'- 0"
NOTES
4 " - 3/4 " M INUS
CRUSHED GRAVEL
1 . M ERIDIAN C ITY W ATER AND SEWER SERVIC E SHALL B E EXTENDED TO ALL LOTS.
2 . THE SUB JEC T P ROP ERTY FALLS W ITHIN A FEM A FLOOD HAZARD ZONE
FLOODWAY C ROSSES THE SOUTHWEST C ORNER OF LOT 1 2 , B LOCK 3 . NO
DEVELOP M ENT W ITHIN THE FEM A FLOOD P LAIN IS P ROP OSED. REFERENC E FIRM
P ANEL 1 6001 C 01 4 3 J REVISED JUNE 1 9, 2 02 0.
3 . ALL LOTS SHALL HAVE A P ERMANENT EASEMENT FOR P UBLIC UTILITIES, STREET
LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 1 0 (TEN) FEET ADJACENT TO
ANY P UBLIC STREET. ALL LOTS SHALL HAVE A P ERMANENT EASEMENT FOR
P UBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 1 0 (TEN) FEET
ADJACENT TO THE REAR LOT LINE. EXC EP T AS OTHERWISE SHOWN, THERE
SHALL B E A 5 (FIVE) FOOT P UBLIC UTILTY, IRRIGATION AND LOT DRAINAGE
EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A P UBLIC STREET.
4 . M INIMUM B UILDING SETB ACK LINES SHALL B E IN ACCORDANCE W ITH THE
APPLICABLE STANDARDS OF THE C ITY OF M ERIDIAN AT THE TIM E OF ISSUANC E
OF THE B UILDING P ERMIT.
5. THE DEVELOP ER SHALL P ROVIDE P RESSURIZED IRRIGATION W ATER TO EACH LOT.
ALL LOTS IN THIS SUB DIVISION W ILL B E SUB JEC T TO ASSESSMENTS OF THE
NAMPA M ERIDIAN IRRIGATION DISTRIC T.
6. STORM DRAINAGE SHALL B E RETAINED ON SITE THROUGH SURFAC E DRAINAGE
P ONDS AND SUB SURFACE INFILTRATION FAC ILITIES AS APPROVED B Y ACHD.
7. C OMMON LOTS ARE TO B E OWNED AND M AINTAINED B Y THE SUB DIVISION
HOMEOWNERS ASSOC IATION OR IT'S ASSIGNS.
8 . EXISTING STRUC TURES, EXC EP T AS NOTED, W ILL B E REMOVED P RIOR TO
DEVELOP M ENT OF THE P HASE C ONTAINING THE STRUC TURE.
9. LOTS 8 - 1 3 B LOCK 3 SHALL HAVE B UILDING FIRE SP RINKLERS INSTALLED IN
ALL B UILDINGS C ONSTRUC TED ON THESE LOTS.
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8 2 72
NOT FOR
CONSTRUCTION
DRAWN BY:
C HECKED BY:
NO. DATE DESC RIP TION
REVIS ED
P ROJECT:
DATE:
S HEET
TEL 208-938-0013
www.baileyengineers.com
1119 E. STATE ST., SUITE 210
EAGLE, ID 83616
CIVIL ENGINEERING|PLANNING|CADD
ailey Engineering, Inc.
OPEN SP ACE EXHIBIT
P AW SUBDIVISION
BILTMORE COMP ANY
12- 0 7- 20 21
C20 20 - 0 18
P P - 6
DAVID A. BAILEY P.E.
DAB/DES
SC ALE IN FEET
1 "= 4 0'
4 0 0 2 0 4 0 8 0
OPEN SP ACE EXHIBIT FOR
P AW SUBDIVISION
L OCATED IN THE SE 1/4 OF THE SE1/4 OF
SECTION 35 T.4N., R.1W ., B.M .
M ERIDIAN, ADA COUNTY, IDAHO
2 02 1
VIC INITY M AP
1"= 50 0 '
P ROJECT
S ITE
W . USTIC K RD.
N. LINDER RD.
W INDSONG
SUB DIVISION
TUMBLE C REEK
SUB DIVISION
W ATERSONG
SUB DIVISION
B RIDGETOWER
C ROSSING
SUB DIVISION
W OODBURN W EST
SUB DIVISION
C REASON C REEK
SUB DIVISION
2 72 6
P LAT LEGEND
1
BLOCK 7
6,500sf
W . ASHTON DR.
P ROPOSED FIRE HYDRANT
STREET LIGHT
EXISTING C ONTOUR
RIGHT- OF-W AY LINE
LOT LINE
GRAVITY IRRIGATION LINE
EXISTING SEWER LINE
P ROP OSED SEWER LINE
EXISTING W ATER LINE
P ROP OSED W ATER LINE
P RESSURE IRRIGATION LINE
STORM DRAIN LINE
ROAD C ENTERLINE
ROLLED C URB /GUTTER AND SIDEWALK
EXISTING EDGE OF P AVEMENT
NEW EDGE OF P AVEMENT
LOT NUMBER
LOT AREA
B LOCK NUMBER
FLOW ARROW
STREET NAME
SURVEY LEGEND
FOUND ALUMINUM C AP
FOUND 5/8 " IRON P IN
C ALCULATED P OINT
P ROPERTY B OUNDARY LINE
SEC TION LINE
ZONING
EXISTING - C-C
PROPOSED - C-C AND TN-R
SEWAGE DISPOSAL
MERIDIAN CITY SEWER
WATER SUPPLY
MERIDIAN CITY WATER
CITY
MERIDIAN CITY
SCHOOL DISTRICT
WEST ADA
FIRE DISTRICT
MERIDIAN
IRRIGATION DISTRICT
NAMPA MERIDIAN IRRIGATION
DISTRICT
PLAN SHEET INDEX
SHEET DESCRIPTION
PP- 1 - PRELIMINARY PLAT, SHEET INDEX,
VICINITY M AP, NOTES, COMMON LOTS
& STREET DETAILS
PP- 2 - PRELIMINARY ENGINEERING
PP- 3 - PRELIMINARY SEWER PROFILES
PP- 4 - ADJACENT PROPERTIES
PP- 5 - SURVEY DATA
C OMMON AREA NO ACCESS DRIVES 4 9970sqft = 1 .1 5ac
4 5 IN 4 .77ac = 9.4 3 3 96
C OMMON AREA NO B UFFERS NO DRIVES 3 3 3 64 sqft = 0.77ac
C OMMON AREA ALL 8 2 1 3 1 sqft = 1 .8 9ac
P /L
1 8'- 0"
S LOPE 2.00%
9 '- 0"
P /L
9 '- 0"
S LOPE 2.00%
L
C
18' TYPICAL ACCESS
DRIVE SECTION
NOT TO SCALE
6" - 6" M INUS P IT RUN
1' RIBBON CURB
P /L
24 '- 0"
S LOPE 2.00%
1 2'- 0"
P /L
1 2'- 0"
S LOPE 2.00%
L
C
2 1 /2" ASPHALT
P AVEMENT
24 ' RIGHT- OF-W AY
TYPICAL ACCESS DRIVE SECTION
NOT TO SCALE
1 0" - 6" M INUS P IT RUN
4 " - 3/4 " M INUS
CRUSHED GRAVEL
4 " - 3/4 "
M INUS
2GRAVEL CRUSHED
1
2" ASPHALT
PAVEMENT
1'RIBBON CURB 1'CURB RIBBON CURB 1'RIBBON
925sqft
COMMON LANDSCAPE
2311sqft
COMMON LANDSCAPE
823sqft
COMMON LANDSCAPE
250 6sqft
ARTERIAL BUFFER
850 sqft
COMMON LANDSCAPE
17871sqft
ARTERIAL BUFFER
1734 sqft
COMMON LANDSCAPE
6683sqft
COMMON LANDSCAPE
5785sqft
COMMON LANDSCAPE
9526sqft
COMMON LANDSCAPE
05/23/22
H-2021-0102
NEW ZONE
R- 4 0
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8 2 72
NOT FOR
CONSTRUCTION
DRAWN BY:
C HECKED BY:
NO. DATE DESC RIP TION
REVIS ED
P ROJECT:
DATE:
S HEET
TEL 208-938-0013
www.baileyengineers.com
1119 E. STATE ST., SUITE 210
EAGLE, ID 83616
CIVIL ENGINEERING|PLANNING|CADD
ailey Engineering, Inc.
P RELIMINARY ENGINEERING
USTICK LINDER SUBDIVISION
TRILOGY DEVELOP M ENT, INC
12- 28- 20
C20 20 - 0 18
P - 2
DAVID A. BAILEY P.E.
DAB/DES
2 72 6
P LAT LEGEND
1
BLOCK 7
6,500sf
W . ASHTON DR.
P ROPOSED FIRE HYDRANT
STREET LIGHT
EXISTING C ONTOUR
RIGHT- OF-W AY LINE
LOT LINE
GRAVITY IRRIGATION LINE
EXISTING SEWER LINE
P ROP OSED SEWER LINE
EXISTING W ATER LINE
P ROP OSED W ATER LINE
P RESSURE IRRIGATION LINE
STORM DRAIN LINE
ROAD C ENTERLINE
ROLLED C URB /GUTTER AND SIDEWALK
EXISTING EDGE OF P AVEMENT
NEW EDGE OF P AVEMENT
LOT NUMBER
LOT AREA
B LOCK NUMBER
FLOW ARROW
STREET NAME
SURVEY LEGEND
FOUND ALUMINUM C AP
FOUND 5/8 " IRON P IN
C ALCULATED P OINT
P ROPERTY B OUNDARY LINE
SEC TION LINE
CONCEP TUAL ENGINEERING FOR
J EW EL OF THE NILE SUBDIVISION
SC ALE IN FEET
1 "= 4 0'
4 0 0 2 0 4 0 8 0
P REL IM INARY ENGINEERING FOR
USTICK L INDER SUBDIVISION
L OCATED IN THE SE 1/4 OF THE SE1/4 OF
SECTION 35 T.4N., R.1W ., B.M .
M ERIDIAN, ADA COUNTY, IDAHO
2 02 0
VIC INITY M AP
1"= 50 0 '
P ROJECT
S ITE
W . USTIC K RD.
N. LINDER RD.
W INDSONG
SUB DIVISION
TUMBLE C REEK
SUB DIVISION
W ATERSONG
SUB DIVISION
B RIDGETOWER
C ROSSING
SUB DIVISION
W OODBURN W EST
SUB DIVISION
C REASON C REEK
SUB DIVISION
P /L
S IDEWALK (TYP .)
C ONCRETE
4 7'- 0"
5 '- 0"
3 '- 0" 7'- 0"
S LOPE 2.00%
1 4 '- 6"
1 6'- 6"
P /L
1 6'- 6"
1 4 '- 6"
7'- 0"
2'- 0"5 '- 0"
S LOPE 2.00%
L
C
2 1 /2" ASPHALT
P AVEMENT
4 7' RIGHT- OF-W AY
TYPICAL STREET SECTION
NOT TO SCALE 1 0" - 6" M INUS P IT RUN
S TANDARD ROLLED OR 6" VERTIC AL
C URB & GUTTER (TYP .) AS P ER
P LANS
GRAVEL (C OMPACTION REQUIRED)
4 " - 3 /4 " M INUS C RUSHED
2'- 0"
4 " - 3/4 " M INUS
CRUSHED GRAVEL
P /L
20'- 0"
S LOPE 2.00%
1 0'- 0"
P /L
1 0'- 0"
S LOPE 2.00%
L
C
2 1 /2" ASPHALT
P AVEMENT
20 ' RIGHT- OF-W AY
TYPICAL ALLEY SECTION
NOT TO SCALE
1 0" - 6" M INUS P IT RUN
4 " - 3/4 " M INUS
CRUSHED GRAVEL
P /L
3 0'- 0"
S LOPE 2.00%
1 5 '- 0"
P /L
1 5 '- 0"
S LOPE 2.00%
L
C
2 1 /2" ASPHALT
P AVEMENT
30 ' RIGHT- OF-W AY
TYPICAL ALLEY SECTION
NOT TO SCALE
1 0" - 6" M INUS P IT RUN
4 " - 3/4 " M INUS
CRUSHED GRAVEL
CONTRACTOR TO NOTIFY QUALIFIED
GEOTECHNICAL ENGINEER AND/OR PROJECT
ENGINEER TO W ITNESS POND EXCAVATION.
1 8 " M IN W ATER DEP TH
B SM
6"
VARIES, EXTEND 12" M IN INTO INFILTRATING
LAYER W HERE LENS IS SPECIFIED (SHEET 3.3).
BACKFILL W / REJECT SAND, - 3/4 " CRUSHED
GRAVEL, CLEAN PIT- RUN OR BSM. NEAREST
EDGE OF INFILTRATION LENS M UST BE 10 + FT
FROM EDGE OF BUILDING FOUNDATION.
M IN. 3' SEPARATION
FROM SEASONAL HIGH
G.W .
TYP IC AL P RIVATE INFILTRATION
B ASIN SEC TION
- NTS-
FREEBOARD
EM BANKMENT AND DIVIDER
BERM M ATERIAL PER SOILS
ENGINEER AND COMPACTION
TO 95% REQUIRED (PER
AASHTO T180 ).
GROUNDWATER W AS ENCOUNTERED IN TEST
EXCAVATIONS - SEE SHEET 3.3 FOR EXPECTED
HIGH GW ELEVATIONS. IF GROUNDWATER IS
ENCOUNTERED AT ELEVATIONS W ITHIN 3' OF THE
BOTTOM OF THE DRAINAGE FACILITY, CONTACT
DESIGN ENGINEER IM M EDIATELY FOR REDESIGN.
UNTIMELY NOTIFICATION OF THE ENGINEER M AY
RESULT IN ADDITIONAL COSTS TO THE
CONTRACTOR. REFER TO GEOTECHNICAL REPORT
BY SITE CONSULTING, LLC, DATED JULY 7, 20 .
SLOPE 1% M IN
TO BSM LENS
PROVIDE M ETAL
END SECTION W /
TRASH RACK &
RIP RAP AT PIPED
INLET(S)
3H:1V M AX
AS SP EC IFIED
BIORETENTION SOIL M IX SPECIFICATIONS
60 % SAND
20 % SANDY LOAM (SILT, SAND, CLAY)
20 % COMPOST
NOTE: BSM M UST BE IN CONFORMANCE
W ITH BOISE CITY STORMWATER DESIGN
M ANUAL, APPENDIX C.
NOTE: BSM HAS INFILTRATION RATE OF
5 IN/HR [6 IN/HR RECOMMENDED IN
GEOTECHNICAL REPORT].BSM ACTS AS
LIM ITING LAYER; INFILTRATION RATE OF
5 IN/HR USED IN DRAINAGE
CALCULATIONS.
NEW ZONE
R- 4 0
DEVELOPMENT FEATURES
ACREAGE
TOTAL PARCEL - 4.77 ACRES
LOTS
TOTAL LOTS - 49
TOTAL DWELLING UNITS - 45
BUILDABLE LOTS -
SF RESIDENTIAL - 44
COMMERCIAL - 1
COMMON LOTS - 10
PRIVATE DRIVE LOTS - 3
DENSITY
OVERALL DENSITY DU/ACRE - 9.4
OPEN SPACE
COMMON AREA - 1.89 ac - 39.6%
USEABLE OPEN SPACE REQUIRED - 1.15 ac - 24.1%
USEABLE OPEN SPACE PROVIDED - 0.77 ac - 16.1%
PARKING
EACH RESIDENTIAL UNIT HAS 2 GARAGE SPACES
AND 20' DRIVEWAYS FROM STREET TO FACE OF GARAGE
12 GUEST PARKING SPACES PROVIDED
17 PARKING SPACES FOR FUTURE COMMERCIAL
OWNERS
RAMA GROUP LLC
1580 W CAYUSE CREEK DR
MERIDIAN, ID 83646
DEVELOPER
BILTMORE COMPANY
1580 W CAYUSE CREEK DR
MERIDIAN, ID 83646
ENGINEER
DAVID A. BAILEY, P.E.
BAILEY ENGINEERING, INC.
1119 E. STATE ST., SUITE 210
EAGLE, ID 83616
PLANNER/CONTACT
KENT BROWN
KENT BROWN PLANNING SERVICES
3161 E SPRINGWOOD DR
MERIDIAN, ID 83642
208-871-6842
P /L
S IDEWALK (TYP .)
C ONCRETE
4 7'- 0"
5 '- 0"
3 3 '- 0" 7'- 0"
S LOPE 2.00%
1 4 '- 6"
1 6'- 6"
P /L
1 6'- 6"
1 4 '- 6"
7'- 0"
2'- 0"5 '- 0"
S LOPE 2.00%
L
C
2 1 /2" ASPHALT
P AVEMENT
4 7' RIGHT- OF-W AY
TYPICAL STREET SECTION
NOT TO SCALE 1 0" - 6" M INUS P IT RUN
S TANDARD ROLLED OR 6" VERTIC AL
C URB & GUTTER (TYP .) AS P ER
P LANS
GRAVEL (C OMPACTION REQUIRED)
4 " - 3 /4 " M INUS C RUSHED
2'- 0"
NOTES
4 " - 3/4 " M INUS
CRUSHED GRAVEL
1 . M ERIDIAN C ITY W ATER AND SEWER SERVIC E SHALL B E EXTENDED TO ALL LOTS.
2 . THE SUB JEC T P ROP ERTY FALLS W ITHIN A FEM A FLOOD HAZARD ZONE
FLOODWAY C ROSSES THE SOUTHWEST C ORNER OF LOT 1 2 , B LOCK 3 . NO
DEVELOP M ENT W ITHIN THE FEM A FLOOD P LAIN IS P ROP OSED. REFERENC E FIRM
P ANEL 1 6001 C 01 4 3 J REVISED JUNE 1 9, 2 02 0.
3 . ALL LOTS SHALL HAVE A P ERMANENT EASEMENT FOR P UBLIC UTILITIES, STREET
LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 1 0 (TEN) FEET ADJACENT TO
ANY P UBLIC STREET. ALL LOTS SHALL HAVE A P ERMANENT EASEMENT FOR
P UBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 1 0 (TEN) FEET
ADJACENT TO THE REAR LOT LINE. EXC EP T AS OTHERWISE SHOWN, THERE
SHALL B E A 5 (FIVE) FOOT P UBLIC UTILTY, IRRIGATION AND LOT DRAINAGE
EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A P UBLIC STREET.
4 . M INIMUM B UILDING SETB ACK LINES SHALL B E IN ACCORDANCE W ITH THE
APPLICABLE STANDARDS OF THE C ITY OF M ERIDIAN AT THE TIM E OF ISSUANC E
OF THE B UILDING P ERMIT.
5. THE DEVELOP ER SHALL P ROVIDE P RESSURIZED IRRIGATION W ATER TO EACH LOT.
ALL LOTS IN THIS SUB DIVISION W ILL B E SUB JEC T TO ASSESSMENTS OF THE
NAMPA M ERIDIAN IRRIGATION DISTRIC T.
6. STORM DRAINAGE SHALL B E RETAINED ON SITE THROUGH SURFAC E DRAINAGE
P ONDS AND SUB SURFACE INFILTRATION FAC ILITIES AS APPROVED B Y ACHD.
7. C OMMON LOTS ARE TO B E OWNED AND M AINTAINED B Y THE SUB DIVISION
HOMEOWNERS ASSOC IATION OR IT'S ASSIGNS.
8 . EXISTING STRUC TURES, EXC EP T AS NOTED, W ILL B E REMOVED P RIOR TO
DEVELOP M ENT OF THE P HASE C ONTAINING THE STRUC TURE.
9. LOTS 8 - 1 3 B LOCK 3 SHALL HAVE B UILDING FIRE SP RINKLERS INSTALLED IN
ALL B UILDINGS C ONSTRUC TED ON THESE LOTS.
L
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8 2 72
NOT FOR
CONSTRUCTION
DRAWN BY:
C HECKED BY:
NO. DATE DESC RIP TION
REVIS ED
P ROJECT:
DATE:
S HEET
TEL 208-938-0013
www.baileyengineers.com
1119 E. STATE ST., SUITE 210
EAGLE, ID 83616
CIVIL ENGINEERING|PLANNING|CADD
ailey Engineering, Inc.
P RELIMINARY P LAT
P AW SUBDIVISION
BILTMORE COMP ANY
0 9- 22- 20 21
C20 20 - 0 18
P P - 1
DAVID A. BAILEY P.E.
DAB/DES
SC ALE IN FEET
1 "= 4 0'
4 0 0 2 0 4 0 8 0
P RELIMINARY P LAT FOR
P AW SUBDIVISION
L OCATED IN THE SE 1/4 OF THE SE1/4 OF
SECTION 35 T.4N., R.1W ., B.M .
M ERIDIAN, ADA COUNTY, IDAHO
2 02 1
VIC INITY M AP
1"= 50 0 '
P ROJECT
S ITE
W . USTIC K RD.
N. LINDER RD.
W INDSONG
SUB DIVISION
TUMBLE C REEK
SUB DIVISION
W ATERSONG
SUB DIVISION
B RIDGETOWER
C ROSSING
SUB DIVISION
W OODBURN W EST
SUB DIVISION
C REASON C REEK
SUB DIVISION
2 72 6
P LAT LEGEND
1
BLOCK 7
6,500sf
W . ASHTON DR.
P ROPOSED FIRE HYDRANT
STREET LIGHT
EXISTING C ONTOUR
RIGHT- OF-W AY LINE
LOT LINE
GRAVITY IRRIGATION LINE
EXISTING SEWER LINE
P ROP OSED SEWER LINE
EXISTING W ATER LINE
P ROP OSED W ATER LINE
P RESSURE IRRIGATION LINE
STORM DRAIN LINE
ROAD C ENTERLINE
ROLLED C URB /GUTTER AND SIDEWALK
EXISTING EDGE OF P AVEMENT
NEW EDGE OF P AVEMENT
LOT NUMBER
LOT AREA
B LOCK NUMBER
FLOW ARROW
STREET NAME
SURVEY LEGEND
FOUND ALUMINUM C AP
FOUND 5/8 " IRON P IN
C ALCULATED P OINT
P ROPERTY B OUNDARY LINE
SEC TION LINE
ZONING
EXISTING - C-C
PROPOSED - C-C AND TN-R
SEWAGE DISPOSAL
MERIDIAN CITY SEWER
WATER SUPPLY
MERIDIAN CITY WATER
CITY
MERIDIAN CITY
SCHOOL DISTRICT
WEST ADA
FIRE DISTRICT
MERIDIAN
IRRIGATION DISTRICT
NAMPA MERIDIAN IRRIGATION
DISTRICT
PLAN SHEET INDEX
SHEET DESCRIPTION
PP- 1 - PRELIMINARY PLAT, SHEET INDEX,
VICINITY M AP, NOTES, COMMON LOTS
& STREET DETAILS
PP- 2 - PRELIMINARY ENGINEERING
PP- 3 - PRELIMINARY SEWER PROFILES
PP- 4 - ADJACENT PROPERTIES
PP- 5 - SURVEY DATA
PP- 6 - OPEN SPACE EXHIBIT
C OMMON AREA NO ACCESS DRIVES 4 9970sqft = 1 .1 5ac
4 5 IN 4 .77ac = 9.4 3 3 96
C OMMON AREA NO B UFFERS NO DRIVES 3 3 3 64 sqft = 0.77ac
C OMMON AREA ALL 8 2 1 3 1 sqft = 1 .8 9ac
P /L
1 8'- 0"
S LOPE 2.00%
9 '- 0"
P /L
9 '- 0"
S LOPE 2.00%
L
C
18' TYPICAL ACCESS
DRIVE SECTION
NOT TO SCALE
6" - 6" M INUS P IT RUN
1' RIBBON CURB
P /L
24 '- 0"
S LOPE 2.00%
1 2'- 0"
P /L
1 2'- 0"
S LOPE 2.00%
L
C
2 1 /2" ASPHALT
P AVEMENT
24 ' RIGHT- OF-W AY
TYPICAL ACCESS DRIVE SECTION
NOT TO SCALE
1 0" - 6" M INUS P IT RUN
4 " - 3/4 " M INUS
CRUSHED GRAVEL
4 " - 3/4 "
M INUS
2GRAVEL CRUSHED
1
2" ASPHALT
PAVEMENT
1'RIBBON CURB 1'CURB RIBBON CURB 1'RIBBON
05/23/22
H-2021-0102