HomeMy WebLinkAboutPre-plat V1DERIDIANy-
APPROVED
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LINE TABLE
LINE
BEARING
LENGTH
L1
N8925'33"W11.91
11.91
L3
NO'34'27"E5.35
5.35
L4
N89'25'33"W22.50
22.50
L5
SO'34'20"Wll.74
11.74
L6
S13'27'44"E3.01
3.01
L7
NO'34'27"E27.09
27.09
L8
NO'34'27"E16.43
16.43
L9
N89'25'33"W10.00
10.00
L10
NO'34'27"E19.19
19.19
Lll
N8925'33"W10.00
10.00
L12
NO'34'27"E16.43
16.43
L13
NO'34'27"E27.09
27.09
L14
S13'27'44"E3.01
3.01
L16
S89'25'33"E10.00
10.00
L17
NO'34'29"E18.77
18.77
L18
S89 25'33"E10.00
10.00
L19
NO'34'27"E16.43
16.43
L20
NO'3427"E21.34
21.34
L22
S89'25'33"E3.50
3.50
L23
SO'3427"W37.87
37.87
L24
I S89'25'33"E5.00
5.00
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD BEARING
CHORD LENGTH
C1
85.68
190.00
25'50'10"
S1329'30"W
84.96
C2
76.48
171.50
2533'00"
S13'21'00"W
75.85
C3
71.31
208.49
1935'50"
S16'50'50"W
70.96
C4
23.57
208.38
6'28'50"
S3'48'50"W
23.56
C5
28.27
18.00
90'00'00"
S44'25'30"E
25.46
C6
28.27
18.00
90'00'00"
S45'34'30"W
25.46
C7
13.39
13.00
59'00'00"
S5955'40"E
12.80
C8
65.97
42.00
90'00'00"
1,144'25'30"W
59.40
C9
65.97
42.00
90'00'00"
N4534'30"E
59.40
C10
13.97
22.00
3622'50"
S1737'00"E
13.74
C11
13.75
28.00
28'08'30"
NW38'401
13.61
C12
6.79
23.95
1614'10"
S7'30'10"E
6.76
C13
6.86
28.00
102'10"
N6'26'40"W
6.84
C14
4.83
48.00
545'40"
S10'35'00"E
4.82
C15
6.93
48.00
816'30'
S3'33'50"E
6.93
C16
11.76
48.00
102'10"
N6'26'40"W
11.73
C17
6.86
28.00
14'02'10"
S6'26'40"E
6.84
C18
2.84
47.99
3-23'10-
S19'47'10"W
2.83
C19
10.21
28.00
20'54'00"
Nll'01'30'E
10.16
C20
17.51
48.00
20'54'00"
Nll'01'30'E
17.41
C21
10.21
27.99
20-54'30"
Sll'01'40"W
10.16
C22
14.67
47.99
17'31'10"
S9'20'00'W
14.62
paw p¢w
U W W 3 U W W
6 p n Q p N
N w R/W N w
11.0' 37.0' 1 11.0'
18.5' 1 18.5'
C/L
2.0' 5.0' 1 6.0' 2.0' 14.5' 14.5' 2.0' 6.0' 1 5.0' 2,0'
FLAT 2%� FLAT
CONCRETE SIDEWALK 2.5" OF ASP. E I, CONCRETE SIDEWALK
(PER ACHD SUP. SP 3 01: 2 i M X, (PER ACHD SUP.
PRELIMINARY PLAT FOR
ALAYAR SUBDIVISION
SE 1/4 OF THE SW 1/4 OF SECTION 10, T.3N., R.1W., B.M.
MERIDIAN, ADA COUNTY, IDAHO
2022
LU 0 11 - -
SO°34'26"W 187.11'
O. 145.15 LOT 1-1,979 SF-
m NO'34'27"E 3777' C20-
N
C21 NO'34'27"E 61.55'
J
L17
SS
LOT 2 -SS 1
SS-2,541 SF
a /L19
L20 C19
C18
C22 NO'34'27"E 61.55'
c
12.0'
0
LOT 5 w
2,343 SF
LOT 4
21062 SF
M LOT 3
,III $811 SF
L_�
M
_J
^°- NO'34'27"E 76.00'J
�-
p �a NO'34'27"E
NO'34'27'E
0�
35.41'
34.00'
I
c 3 LOT 8
n
N
c
o
n n 2,356 SF
Ld
o
SO'34'27"W 76.00'
ro
-2 12.0'
LOT 6 ;;,
2,357 SF 1n
�2
LOT 7 o
2,072 SF `�
n
�IIL
00
N
LOT 9
MI 2,519SF
'NO'34'27"E
\L12
1_13� C17
C16- 61.55'
DWG. SD-709) DWG. SD-709)=SS- LOT 10
6' PLANTER 4" OF 3/4" MIVLS AGGREGATE 6' PLANTER L10 °' SS `6-SS 2,534 SF.
W/ ROOT BARRIER 14" OF 6" MINUS PIT RUN JW/ ROOT BARRIER C13-
/L8 L7 C15 C14I NO'34'27"E 61.55'I
3" ROLLED CURB & GUTTER 33.0' STREET SECTION 37.0' RIGHT-OF-WAY 3" ROLLED CURB & GUTTER
(PER ACHD SD-702) 1"=10' (PER ACHD SD-702) I- o LOT 13
��
LOT
12,37211
2,493 SF I
M 12.0 SO'34'27"W 76.00'
LOT
1SFI
SF n
2,075
I
12.0'
'
o LOT 14
METAL END SECTION
W/ TRASH RACK
SSCO Di
X� SO°34'2 W 250.26'
�
L - z
- -
35..
- n 2,356 SF I�
SO34'27"W 145.82'- - - - J
34.00'-76.00'-
T71.08' 9 PI-31.00'
31.00' 31.00'
PI-31.00' 31.00'
31.00' PI-31.00'
31.00' 31.00' 46.00'
/yam
0 o
e o
BLOCK 3 o e
o o
e o
p O
LOT 25 I LOT 24
5,824 SF
W W
LOT 23 I LOT 22
W W
LOT 21 I LOT 20
W W
LOT 19 I LOT 18
W W
LOT 17 I LOT 16 LOT 15
n 2,170 SF Mo
2,170 SF n 2,170 SF n
2,170 SF n 2,170 SF n
2,170 SF n 2,170 SF/ n
2,170 SF n 2,170 SF n 3,150 SF
BLIND FLANGE /
N L-
N
k
D
C?
-N
- - - y
- -N -N
- -N
'.cb
O
26.04' 31.00'
31.00' 31.00'
31.00' 31.00'
31.00' 31.00'
31.00' 31.00' 28.00'
SITE DATA
1.
PROJECT LOCATION: MERIDIAN IDAHO
2.
PROJECT ELEVATIONS ARE BASED FROM NAVD 88 DATUM
3.
PROPERTY SIZE......................................5-63 acres
4.
EXISTING ZONING...................................RUT
5.
PROPOSED ZONING................................TN-R
6.
BUILDABLE LOTS.....................................50
SINGLE FAMILY DETACHED..............18
SINGLE FAMILY ATTACHED...............32
7.
COMMON LOTS........................................5.....(48,308 sqft)
8.
AVERAGE LOT SIZE (BUILDABLE)........2,659 sqft
9.
OPEN SPACE .......................43,048 sqft (17.55%)
10.
ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS
IN EFFECT AT THE TIME OF THE RE -SUBDIVISION
11.
BUILDING SETBACKS ALONG WITH DIMENSIONAL STANDARDS FOR THIS SUBDIVISION SHALL BE
IN COMPLIANCE WITH THE APPLICABLE CITY OF MERIDIAN ZONING STANDARDS.
12.
SANITARY SEWER AND WATER SYSTEMS SHALL BE PROVIDED BY THE CITY OF MERIDIAN.
13.
ALL STORM WATER FACILITIES SHALL BE CONSTRUCTED PER ACHD POLICY. SEEPAGE BEDS
AND/OR STORM WATER RETENTION PONDS SHALL BE UTILIZED IN THIS PROJECT. SEEPAGE
BEDS WILL BE PLACED WITHIN THE ROAD RIGHT-OF-WAY AND/OR COMMON AREAS. RETENTION
PONDS WILL BE CONSTRUCTED IN COMMON AREAS.
14.
THIS DEVELOPMENT RECOGNIZES SECTION 224503 OF THE IDAHO CODE, RIGHT TO FARM ACT,
WHICH STATES: AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF
NOT A NUISANCE - EXCEPTION. NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR
EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY
CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER
IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR
EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE
PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE
IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, AGRICULTURAL
_
FACILITY OR EXPANSION THEREOF.
16.5'
15.
PRESSURE IRRIGATION SHALL BE PROVIDED PER IDAHO CODE, SECTION 31-3805.
16.
ONSITE POWER POLES TO BE REMOVED. ALL POWER WILL BE MADE SUBSURFACE.
17.
LOTS 13 BLOCK 1, LOTS 1 & 9 BLOCK 2, AND LOTS 1, & 25 BLOCK 3 ARE COMMON LOTS TO BE
OWNED AND MAINTAINED BY THE ALAMAR PLACE SUBDIVISION HOME OWNER'S ASSOCIATION.
J23.3'
1 �
FEMA NOTE
THIS PARCEL LIES WITHIN ZONE X:
PER MAP NO. 16001CO250J, EFFECTIVE DATE 1012/2003.
ZONE X: AREA OF MINIMAL FLOOD HAZARD
BENCHMARKS
TBM 1 - NO. 99G A SPIKE NAIL - EL=2648.91'
TBM 2 - W.C. - EL=2651.30'
TBM 3 - SPIKE NAIL - EL=2652.35'
TBM 4 - #5 BAR W/CAP PLS 8793 - EL=2654.41'
SHEETINDEX
SHEET 1 - PRELIMINARY PLAT
SHEET 2 - PRELIMINARY SEWER PROFILE
SHEET 3 - PRELIMINARY SEWER PROFILE
SHEET 4 - PRELIMINARY SEWER PROFILE
40 0 20 40 80
SCALE IN FEET
1"=40'
ct�
PROJECT SITE
U
U
J
m
J
Z
Q
J W
i
N �
1= N
W. FRANKLIN RD. Z
C1
O
U
U
m
U)
VICINITY MAP
1"= 800'
E IC LEGEND ERA
FOUND ALUMINUM CAP MONUMENT
SS
W
PROPOSED SEWER
_2401-
EXISTING CONTOUR LINE
SS
EXISTING SEWER MANHOLE
SET 518 IRON PIN "PLS
SD
PROPOSED STORM DRAIN
- S S-
EXISTING SEWER MAIN
C0
EXISTING CLEANOUT
O
FOUND 112" IRON PIN
PI
PROPOSED PRESSURE IRRIGATION
-W-W-
EXISTING WATER MAIN
EXISTING FIRE HYDRANT
Qo
CALCULATED POINT
®
PROPOSED CLEANOUT
PROPERTY BOUNDARY
Up
EXISTING UNDERGROUND POWER
-Q\
EXISTING STREET LIGHT
EASEMENT
PROPOSED FIRE HYDRANT
Op
EXISTING OVERHEAD POWER
10�
EXISTING POWER POLE
-
SECTION LINE
®
PROPOSED GATE VALVE
IRR
EXISTING GRAVITY IRRIGATION
®
EXISTING WATER VALVE
Q
PROPOSED BLOW OFF
EXISTING FENCE
CENTERLINE
)(
-
LOTLINE
\ p/Q/
PROPOSED WATER SERVICE
EG
EXISTING EDGE OF GRAVEL
GI
PROPOSED GRAVITY IRRIGATION MAIN
O
PROPOSED STREETLIGHT
IR
EXISTING IRRIGATION MANHOLE
y/
PROPOSED WATER MAIN
PROPOSED PI SERVICE
OW
EXISTING WELL
•
PROPOSED SEWER MANHOLE
O
EXISTING TELEPHONE PEDESTAL
S
PROPOSED SEWER MAIN
I � �
N �O
S034'27"W 557.46' BLIND
c3 J
PI 77.00' 48.00' PI-4g,00'48.00' 48.00' 48.00' 48.00' 50.00'
c
o o c BLOCK 2
0
O O
n LOT 9 ,
0 o r n r r r
16.5' 5,321 SF I LOT 8 „, I LOT 7 °� I LOT 6 rW I LOT 5 n LOT 4 M I LOT 3 M I LOT 2
M M M M M
M 3,360 SF 1n 3,360 SF ;� 3,360 SF ;,, 3,360 SF N 3,360 SF ;r, 3,360 SF ;r, 3,498 SF N N
n N
16.5 L N L- - A L-
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N
N in
N
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N N
N N
VI N
N N
- N
N
in
VI
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N
W
N
N
N to
W-N034'27"E 369.50'
N
W
N
N
N
W
W
N
W
N
N
W
N
NO.34-27"E 499.98'-W
W
y
-
N N
N N
S
N
N
-
n
"d N
N
S
VI N
N N
-
N N
N N
-
S
V1 NVI
VI
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S
N
N
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S
N
N
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32,843
N
N
13
SF
-
VI N
fA N
C,T
C4 7.48'
48.00'
48.00'
48.00'
31.00'
31.00'
31.00'
31.00
31.00'
31.00'
31.00'
31.00'
31.00'
31.00'
31.00'
94.00'
48.00'
48.00
N
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LOT 13
C 32,843 SF_ n
r
LOT 1
2,179 SF n
r
LOT 2
2,170 SF 'M�
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LOT 3
12.170 SF My
r
LOT 4
2,170 SF M
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LOT 5
12,170 SF 'My
LOT 6
2.171 SF °�
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2,171 SF n
r
LOT 8
2,170 SF n
r
LOT 9
12,170 SF n
r
LOT 10
2,170 SF n
r
LOT 11
2,170 SF n
r
LOT 12
2,170 SF ,M
LOT 13 n
r
LOT 14
3,360 SF n
r
LOT 15
I 3,360 SF n
r
LOT 16
3,360 SF n
----
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LOT 17 -; +
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LOT 18
3,360 SF n
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SO°36'31"W 1038.97
RDA- H DRAIN
DEVELOPER LAND SURVEYOR CIVIL ENGINEER
JEFF WREDE MIKE ENGEBRITSON, P.L.S. DERRITT KERNER, P.E.
NOBLE ROCK DEVELOPMENT, LLC ENGEBRITSON LAND SURVEYING LLC ROCK SOLID CIVIL LLC
12805 W. ENGELMANN DR. 2251 S SUMAC STREET 270 N. 27TH STREET
BOISE, ID. 83713 BOISE ID. 83706 BOISE, ID. 83702
(208) 860- 7234 (208) 859-6032 (208) 342-3277
20.0' CROSS
ACCESS
WELL PER IDWR
1/4 CORNER
CP&F NO. 2018-088996
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UTILITY
REPRESENTATIVE
PHONE
GAS
INTERMOUNTAIN GAS
(208) 377-6839
ELECTRICITY
IDAHO POWER
(208) 388-6320
TELEPHONE
CENTURY LINK
(208) 385-2144
SEWER
MERIDIAN PUBLIC WORKS
(208) 887-1297
WATER
MERIDIAN PUBLIC WORKS
(208) 887-1297
ROADS
AD A COUNTY HIGHWAY DISTRICT
1 208) 454-8135
IRRIGATION
NAMPA-MERIDIAN IRRIGATION DISTRICT
(208) 388-6346
FIRE
MERIDIAN FIRE DEPARTMENT
(208) 888-1234
9 16
CP&F N0. 2018-016068
Drawn By: JEC
Date: June 1, 2022
a CALL BEFORE YOU DIG!
Sheet No.
CALL DIGLINE INC.
PRIOR TO COMMENCING
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Sheet No.
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