Pre-plat V1w
a
Y
FOUND BRASS CAP AT
NE CORNER OF SW 4
OF SEC 21, T4N, R1W.
_�———————— N0°32'06"E 1317.E4'———————— 1 —
/ APN: SO421314900
�S89°27'18"E
138.68'
/ - SO°31'50"W 557.08' 15'
/ 215' 70' 70' 110' 30,
S70°40'30"E U)Ln 10 Lo
112.43' I n I I O 110'
N I 23 I 24 125 BLOCK 5
I ^ 00 g 00
c21 �, 110'
/ 22 0 40' L� Lo
BLOCKI /G� C17 70 0 8 o M
S66°52'05"E 4� C19 1 -
184,95' Lc� 123' 0 1 Lo 70 0 l 11
—
110'
-
� 110' Lo
12 I 0 6 o
I o 21 BLOCK 3 �— — — r0 14 0 1105 '
0
110' 1
S52°52'46"E �0 7) iG'ro
107.17' 20 7 h� / Cam^ 11 110'
7s7, ti� G 73 i. 110' 1301
APN: SO421314920 4'- — — — — c 5ti — L —� — — — 11
—
S53°06'27'E 19 C15 10 73 0 0
109.48' i /0°��29 7\4, g �^ ^ ' 3
7s9> �0 C,
�PV 1 0'
/ 7 O 8 2j, 38' 110'
18 1
7 7� o 0
c^110' N
/ v ^o 768> ^ 7 2� PHASE LINE 9 21' 125'
w off. 17 / "770 ^�
�7 \ 13 0
6 y 9, 21' 125' y
/ o) 16 / BLOCK 3 d
/ h _770' ^� 0000 110cc
' I�
"on 12 0 p
^�
15 / / �� 77 5 / 45 73' 73' 73' �— 110' cl) Q
I O
S67°00 46 E j D 0 / I n 11 0 p
47.31' I 7j0� j g' 1, 720•\ / /^° 4 l0 3 l0 2 I o 1 01 _ _ Q Z
14 G 21 6' 10 0 0
`t v ,� 90' C28 7' 73' 73 73' 1 110' w a
ALDEN RIDGE
PRELIMINARY PLAT
A PORTION OF THE SW 4 OF SECTION 21,
TOWNSHIP 4 NORTH, RANGE 1 WEST
ADA COUNTY, IDAHO
DEVELOPER
E5 HOLDINGS, LLC
PO BOX 1613
MERIDIAN, IDAHO
PHONE: (208) 571-3344
CONTACT: KYLE ENZLER
CIVIL ENGINEER/
LAND PLANNER
KIMLEY-HORN AND ASSOCIATES, INC
1100 W. IDAHO STREET
SUITE 210
BOISE, IDAHO 83702
PHONE: (208) 906-3871
CONTACT: TELLER BARD, PE
LAND SURVEYOR
ACCURATE SURVEYING & MAPPING
1602 W. HAYS ST. #306
BOISE, IDAHO 83702
PHONE: (208) 488-4227
CONTACT: NATHAN DANG, PLS
PRELIMINARY PLAT DATA OPEN SPACE DATA
EXISTING ZONING: RUT TOTAL COMMON LOT AREA: 4.11 AC (18.64%)
PROPOSED ZONING: R-4 & R-8 QUALIFIED OPEN SPACE: 3.18 AC (14.42%)
50% BUFFER AREA: 5,673 SF
GROSS ACREAGE: 22.05 AC LINEAR OPEN SPACE: 56,988 SF
NET ACREAGE: 21.73 AC PARKWAYS: 4,160 SF
NUMBER OF BUILDING LOTS: 65 OPEN GRASSY AREAS: 71,872 SF
NUMBER OF COMMON LOTS: 10 TOTAL: 138,639 SF
TOTAL NUMBER OF LOTS: 75
MINIMUM LOT SIZE (SF): 5,500 SF
AVERAGE LOT SIZE: 6,050 SF
RESIDENTIAL GROSS DENSITY (DU/AC): 2.97 DU/AC
SHEETINDEX
SHEET INDEX
SHEET NUMBER
SHEET TITLE
01
PRELIMINARY PLAT
02
PARCEL & CURVE DATA
03
EXISTING CONDITIONS PLAN
04
EXISTING CONDITIONS PLAN
05
EXISTING CONDITIONS PLAN
06
PRELIMINARY ENGINEERING PLAN
07
PRELIMINARY ENGINEERING PLAN
08
PRELIMINARY ENGINEERING PLAN
PRELIMINARY PLAT NOTES
1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN
00
798� g 3g. I o g o COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY
C S 110' c�v CONDITIONAL USE PERMIT.
- 0)2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES
00
/ o C26 — 71' 77' 77' 0000 ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION.
/ o BLOCK1 SS, 10 h� C27� i�• Lo 8 3. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED
110' SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE RE -SUBDIVISION.
o UN ^� 11 l0 l o l 0 0I 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN (10)
goo ^ 9Q I 12 I 13 I 14 0 7 0
C9 I FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE, UNLESS
/ \3 �I I0 n ' OTHERWISE DIMENSIONED.
/ 5 110_ 13 5. FRONT, REAR, AND SIDE YARD EASEMENT LOCATIONS AND WIDTHS TO BE DETERMINED WITH
46 14' 41' 77' 77' 78' FINAL PLAT.
7 �3' 0 0 g o 6. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE \ 13 7 0/ 8 BLocK2 N U) RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN
52' N 110'
n / 17' 56' 73' 73' 73' - IRRIGATION/DRAINAGE ENTITY.
R=34(T. U �3 6 I 0) 7. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH
L 60.81' o oo 5 00 STATES: "NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF
\Nh 5 I l o 10 l o of 110' SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR
4 I 3 I 2 I 1 ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION
C8, ) \ 9 0 —0 FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT 12 0 11' ^ Ln -4 'n BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY ^h/ �C22 73 73' 73' 73' L 110' WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY
�65. I AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF."
2g. 11 0 3 0 8. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION.
2S0S �7 �/ C3 Oj 110' 9. LOTS 1, 4, AND 25, BLOCK 1; LOT 8, BLOCK 2; LOTS 13 AND 14, BLOCK 3; LOT 13 BLOCK 4;
F 4 / 10 C6 ��. - - LOTS 1 AND 11, BLOCK 5 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE ALDEN
2S6 \�0' /, 12' 126' 83' 82' RIDGE SUBDIVISION HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER
2 /^ 4 2 �I PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS
_ 110' SAID LOTS FOR PUBLIC UTILITIES, IRRIGATION, AND LOT DRAINAGE.
7� g ,N 126- 3 l0 2 011 �— - - 10. LOT 5, BLOCK 1 IS A FUTURE WATER CAMPUS DEEDED TO SUEZ WATER.
6 \ 1 ^ 8 BLOCK 1 1 n I �I o of 11. LOT 6, BLOCK 1 IS RIGHT OF WAY VACATION TO ADJACENT OWNER.
9
n 1 n 12. LOT 7, BLOCK 1 IS A LANDSCAPE BUFFER FOR STATE HIGHWAY 16.
S 9S ° ( 110' 13. LOT 6, BLOCK 1 WILL BE CREATED THROUGH RIGHT OF WAY VACATION WITH ACHD.
I
. — 83' 83' 125' �% 47' PROP.
NO°29'13"E 685.50' _ 6 ^� 5 17' 1 N88°42'24"W R/W
NO°31'09"E O 192' 4 f50.01'
1318.72' h 170' C I SO°34'40"E N89°25'56"E
_ _ 121'
\ N29°25'05"E
sT 103.36' 7srg, I M M NO°29'13"E 291.34' - 1316.72' 1304.62
16.5' B/C
6 S89°30'47"W 2'
FOUND BRASS CAP AT 'qr ,n
OF SEC 21,
ON,SRIW. \�y'Cy�'L N29°25'05"E �.\33 26' CR340.00' APN: SO421336500 SWUCORND NERSOFCSECAP A 1, I 5'
\'q 165.59' - 7 T4N, R1 W. I S/W
76 S Z. L=62.83' �%
4 � N 21 °03'39"E SO°29'13"W
\ 53.94' S851
S85°48'43"W
\ / 36.25' \
V
16.5' B/C
2'
I
5' I
S/�2%
----------
PROP. 3"
ROLL CURB
PROP.
PROP. WATER
SEWER
(SECTION A)
STANDARD LOCAL STREET
N.T.S.
N
�P
N.T.S.
Q SITE
W CHINDEN BLVD
VICINITY MAP
T4N, R 1 W, SEC. 21
PROP. 3"
ROLL CURB
PROPOSED CENTERLINE
PROPOSED SECTION LINE
PROPOSED BOUNDARY
ROAD RIGHT OF WAY
LOT LINE
PHASE LINE
EASEMENT
PROPOSED SWALE
PROPOSED 8" SEWER
PROPOSED 8" WATER
STORM WATER INFRASTRUCTURE
EASEMENT
PROPOSED CURB
PROPOSED STORM DRAIN MANHOLE
PROPOSED CATCH BASIN
PROPOSED SEWER MANHOLE
PROPOSED FIRE HYDRANT
PROPOSED GATE VALVE
SIDEWALK RAMP
PROPOSED STORM DRAIN
EXISTING SEWER MAIN
EXISTING WATER MAIN
EXISTING EDGE OF PAVEMENT
EXISTING EDGE OF GRAVEL ROAD
EXISTING FENCE
EXISTING OVERHEAD POWER
EXISTING GAS LINE
H
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Kimley»)Horn
ENGINEER T. BARD
PE NO. 19946 DATE 04 22
PROJECT NO.
291510003
DRAWING NAME
0003-PP
01 of 08
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PE N0. 19946 DATE 04 22
PROJECT NO.
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LOT AREA TABLE
LOT NUMBER
BLOCK NUMBER
LOT AREA (SF)
LOT AREA (AC
LOT AREA TABLE
LOT NUMBER
BLOCK NUMBER
LOT AREA (SF)
LOT AREA (AC)
1
BLOCK 5
6,244
0.14
2
BLOCK 5
5,492
0.13
3
BLOCK 5
5,491
0.13
4
BLOCK 5
5,491
0.13
5
BLOCK 5
5,490
0.13
6
BLOCK 5
5,489
0.13
7
BLOCK 5
5,488
0.13
8
BLOCK 5
5,476
0.13
9
BLOCK 5
5,499
0.13
10
BLOCK 5
6,028
0.14
11
BLOCK 5
10,649
0.24
LOT AREA TABLE
LOT NUMBER
BLOCK NUMBER
LOT AREA (SF)
LOT AREA (AC)
1
BLOCK 2
8,030
0.18
2
BLOCK 2
8,030
0.18
3
BLOCK 2
8,030
0.18
4
BLOCK 2
8,041
0.18
5
BLOCK 2
9,097
0.21
6
BLOCK 2
8,030
0.18
7
BLOCK 2
8,030
0.18
8
BLOCK 2
22,058
0.51
9
BLOCK 2
8,555
0.20
10
BLOCK 2
9,376
0.22
11
BLOCK 2
9,831
0.23
12
BLOCK 2
8,525
0.20
13
BLOCK 2
8,525
0.20
14
BLOCK 2
8,525
0.20
LOT AREA TABLE
LOT NUMBER
BLOCK NUMBER
LOT AREA (SF)
LOT AREA (AC�
1
BLOCK 3
8,030
0.18
2
BLOCK 3
8,030
0.18
3
BLOCK 3
8,030
0.18
4
BLOCK 3
8,218
0.19
5
BLOCK 3
8,031
0.18
6
BLOCK 3
8,030
0.18
7
BLOCK 3
8,030
0.18
8
BLOCK 3
8,099
0.19
9
BLOCK 3
8,097
0.19
10
BLOCK 3
8,030
0.18
11
BLOCK 3
8,030
0.18
12
BLOCK 3
8,030
0.18
13
BLOCK 3
51,953
1.19
14
BLOCK 3
19,898
0.46
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD
DELTA
TANGENT
Cl
65.00'
59.02'
N26°29'56"E
57.01'
52°01'25"
31.72'
C2
40.00'
62.83'
S44°30'47"E
56.57'
90°00'11"
40.00'
C3
223.50'
4.28'
N28°52'10"E
4.28'
1°05'50"
2.14'
C4
65.00'
27.95'
N64°49'49"E
27.74'
24°38'21"
14.20'
C5
52.00'
57.16'
N40°47'S1"E
54.33'
62°58'S5"
31.85'
C6
223.50'
48.52'
N6°46'53"E
48.43'
12°26'22"
24.36'
C7
223.50'
59.76'
N20°39'40"E
59.58'
15°19'11
30.06'
C8
30.00'
10 53'
N19°21'42"E
10.48'
20°06'37"
5.32'
C9
30.00'
10.53'
S50°31'34"E
10.48'
20°06'42"
5.32'
C10
123.50'
34.22'
S67°52'39"E
34.11'
15°52'34"
17.22'
C11
52.00'
61.03'
S74°05'27"E
57.58'
67°14'29"
34.58'
C12
123.50'
47.81'
S46°31'08"E
47.51'
22°10'50"
24.21'
C13
76.50'
35.56'
S73°53'51"E
35.24'
26°37'51"
18.11'
C14
123.50'
24.57'
S81 °30'51 "E
24.53'
11 °23'50"
12.32'
C15
123.50'
5.02'
S58°46'27"E
5.02'
2°19'48"
2.51'
C16
76.50'
41.98'
S51 °08'54"E
41.45'
31 °26'22"
21.53'
C17
30.00'
10.53'
S10°37'03"W
10.48'
20°06'42"
5.32'
C18
65.00'
15.22'
N83°51'21"E
15.18'
13°24'43"
7.64'
C19
30.00'
10.53'
S76°55'26"E
10.48'
20°06'42"
5.32'
C20
5200'.
77.78'
S44°07'37"E
70.73'
85°42'20"
48.24'
LOT AREA TABLE
LOT NUMBER
BLOCK NUMBER
LOT AREA (SF)
LOT AREA (AC�
1
BLOCK 4
5,502
0.13
2
BLOCK 4
5,502
0.13
3
BLOCK 4
5,501
0.13
4
BLOCK 4
5,500
0.13
5
BLOCK 4
5,499
0.13
6
BLOCK 4
5,499
0.13
7
BLOCK 4
5,498
0.13
8
BLOCK 4
5,497
0.13
9
BLOCK 4
5,496
0.13
10
BLOCK 4
5,496
0.13
11
BLOCK 4
5,495
0.13
12
BLOCK 4
5,494
0.13
13
BLOCK 4
23,230
0.53
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD
DELTA
TANGENT
C21
52.00'
19.92'
S9°41'58"W
19.80'
21°56'51"
10.08'
C22
176.50'
88.89'
N14°59'24"E
87.96'
28°51'23"
45.41'
C23
123.50'
57.40'
S73°53'51"E
56.89'
26°37'51"
29.23'
C24
76.50'
36.41'
S73°34'34"E
36.07'
27°16'25"
18.56'
C25
223.50'
38.50'
S24°29'01"W
38.45'
9°52'09"
19.30'
C26
223.50'
68 00'
S10°49'58"W
67.74'
17°25'56"
34.26'
C27
223.50'
6.07'
S1°20'21"W
6.07'
1°33'18"
3.03'
C28
176.50'
88.89'
N14°59'24"E
87.96'
28°51'23"
45.41'
C29
76.50'
32.73'
S47°41'02"E
32.48'
24°30'38"
16.62'
C30
123.50'
17.55'
S39°29'59"E
17.54'
8°08'33"
8.79'
C31
123.50'
50.22'
S55°13'10"E
49.87'
23°17'49"
25.46'
C32
340.00'
20.91'
N77°31'42"W
20.91'
3°31'26"
10.46'
C33
340.00'
39.90'
N72°24'16"W
39.88'
6°43'26"
19.97'
FOUND BRASS CAP AT
NW CORNER OF SW 4 • !
OF SEC 21, T4N, R1W.
i
/ N89°01'52"W 1
/ 1304.72' / EX. IRRIGATION BOX
NO°29'13"E M`O (TO BE REMOVED)
/ 685.50' oM
� o`o
ryrn
2
J' ;n
N
/ w
ro
rnlN
/ Z
/
4D�
oh / EX. FENCE
ryh / (TO BE REMOVED)
! ! \ 1 EX. 24"
N21°03'39"E ! CONCRETE DITCH
\ 53.94' I I //✓
S85°48'4v
36.25' I EX. 12"
SO°2 3CMP PIPE
26.0'
26.03I I
EX. EDGE OF J
/ PAVEMENT CONCRETE DITCH
/ G2 EX. IRRIGATION
� ��. DITCHES
/ S89°30'4rW
36.00'
I I
I I
/ o
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SO421336500
cc
Q
J
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EX. BUILDING
,---(TO BE REMOVED)
EX. FENCE
---(TO BE REMOVED)
EX. 12"
CMP PIPE
EX. IRRIGATION
DITCHES
'—
EX. VEGETATION)
EX. IRRIGATION BOX
�(TO BE REMOVED)
\-EX. FENCE
(TO BE REMOVED)
"'�
EX. BUILDING EX. BUILDING
(TO BE .EMOVED)� (TO BE REMOVED)
EX. VEGETATION
EX. OVERHEAD (TO BE REMOVED)
POWER
EX. VEGETATION
I I
EX. OVERHEAD
POWER
FOUND BRASS CAP ATE
NE CORNER OF SWOF SEC 21, T4N, R1W.
�:N88*42'24"W
5 0.01'
\-
MATCHLINE -SEE SHEET 05
EX. IRRIGATION J
DITCHES
EX. FENCE
---7((TO BE REMOVED)
I
I
`� EX. VEGETATION
(TO BE REMOVED)
EX. BUILDING
(TO BE REMOVED) �
EX. FENCE
(TO BE REMOVED)
,-
EX. VEGETATION
(TO BE REMOVED)
�EX. TREELINE
W. OLD SCHOOL LN
EX. POLLARD SUBDIVISION
EX. TREELINE (NOT A PART)
EX. 12"
PVC PIPE I `SEX. BUILDING
(TO BE REMOVED)
EX. 12"--,/
CONCRETE PIPE
EX. 18"�
CMP PIPE
EX. FENCE
(TO BE REMOVED)
EX. VEGETATION J
(TO BE REMOVED)
r9 r EX. VEGETATION
SEX. 12" i/
CONCRETE PIPE
EX. FENCE---.
(TO BE REMOVED)
I
12' CONCRETE
I PIPE
EX. EDGE
I OF GRAVEL
I
EX. FENCE��
(TO BE REMOVED)
EX. 12" I
CMP PIPE I
I
EX. 18"�/ I
PVC PIPE
EX. IRRIGATION '
DITCHES I
I
_SEX. FENCE
(TO BE REMOVED)
`-�-- EX. EDGE
OF GRAVEL
EX. FENCE
,--,,-(TO BE REMOVED)
I EX. EDGE
OF GRAVEL
I
EX. FENCE -/ I
(TO BE
EX. EDGE OF REMOVED)
PAVEMENT
I
- - S89°27'18"E 1164.95' - -
�EX. TREELINE
U
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KEY MAP
NOT TO SCALE
NORTH FOR REVIEW ONLY
NOT FOR CONSTRUCTION
Kimley»>Horn
GRAPHIC SCALE IN FEET ENGINEER T. BARD
D 15 30 60 PE N0. 19946 DATE 04 22
PROJECT N0.
291510003
DRAWING NAME
0003-EX
03 OF 08
Lon
0 ID
L
`! EX. BUILDING
f (TO BE REMOVED)
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(TO BE REMOVED)
EX. FENCE)
(TO BE REMOVED)
EX. VEGETATION ----
(TO BE REMOVED)
MATCHLINE - SEE SHEET 05
APN: SO421314920
LEX. IRRIGATION BOX \6S20SF 18 A/yY
(TO BE REMOVED) EX. IRRIGATION BOX \4'9S' K41 \
(TO BE REMOVED) cqN
�EX.
IRRIGATION BOX
(TO BE REMOVED)
�-EX. BUILDING
(TO BE REMOVED)
EX. BUILDING
(TO BE REMOVED)
EX. IRRIGATION BOX
(TO BE REMOVED)
EX. 12"----�
CONCRETE PIPE
EX. FENCE
(TO BE REMOVED)
I
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(TO BE REMOVED)
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(TO BE REMOVED)
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CONCRETE PIPE
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PAVEMENT
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EX. TREELINE--,,.,, `SEX. EDGE OF
-- -- -- PAVEMENT -- -— — . _..
S89°27'18"E 138.68'
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ENGINEER T. BARD
PE NO. 19946 DATE 04 22
PROJECT NO.
291510003
DRAWING NAME
0003-EX
05 OF 08
FOUND BRASS CAP AT
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ENGINEER T. BARD
PE NO. 19946 DATE 04 22
PROJECT NO.
291510003
DRAWING NAME
0003-EP
07 OF 08
a
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291510003
DRAWING NAME
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