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I NI� wl N N� Notes Vi
1. SANITARY SEWER SERVICE IS TO BE PROVIDED BY THE CITY OF MERIDIAN.
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Nladely�' II III � IN II
I NI� wl N N� Notes Vi
1. SANITARY SEWER SERVICE IS TO BE PROVIDED BY THE CITY OF MERIDIAN.
2. POTABLE WATER IS TO BE PROVIDED BY THE CITY OF MERIDIAN.
3. PROPERTY LIES WITHIN THE SETTLERS IRRIGATION DISTRICT.
4. PROPERTY LIES WITHIN THE MERIDIAN FIRE DISTRICT.
5. EXISTING IRRIGATION FACILITIES TO BE CONTINUED TO THEIR HISTORIC DISCHARGE POINTS.
6. THIS PROPERTY IS CURRENTLY ZONED RUT, TO BE REZONED TO R-8.
7. EXISTING USE: RURAL AND RESIDENTIAL
8. CONTOUR INTERVAL 2 FOOT DATUM: NAVD 88
9. COMMON AREAS SHOWN HEREON SHALL BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION.
10. THIS DEVELOPMENT ANTICIPATES USING SUBSURFACE STORM WATER DISPOSAL OF STORM WATER GENERATED FROM THE
LOCAL ROAD SYSTEM AND LANDS TRIBUTARY TO THE SYSTEM.
11. PUBLIC UTILITIES ARE TO BE PROVIDED FROM THE PUBLIC UTILITY PROVIDERS FROM JOINT TRENCH ADJACENT TO THE
PUBLIC ROADS. SPECIFIC DESIGN CRITERIA WILL BE MET DURING THE CONSTRUCTION APPROVAL PHASE OF THIS
DEVELOPMENT.
12. THIS PARCEL LIES WITHIN THE "ZONE X" FLOODWAY PER FEMA MAP #16001CO165G, PANEL NOT PRIMED.
13. THE FOLLOWING TAX PARCEL NUMBER IS INCLUDED WITHIN THIS SUBDIVISION: S0530142050, S0530142200.
14. OPEN SPACE IS CALCULATED AS: LOTS 1, 2, 25, 29, AND 34, BLOCK 1; LOTS 1 AND 6, BLOCK 2.
15. ALL WATER LINE SIZES SHALL BE 8" TO FIRE HYDRANTS AND 6" PAST FIRE HYDRANTS.
16. SURFACE IRRIGATION FACILITIES THAT EXIST ON THE SITE WILL BE CONTINUED THROUGH THE PROPERTY. THE SUBDIVISION
WILL USE SURFACE IRRIGATION WATER VIA A PRESSURIZED IRRIGATION SYSTEM USING SETTLERS IRRIGATION WATER.
17. ALL RESIDENTIAL LOTS SHALL HAVE 1) A 10 -FOOT WIDE PUBLIC UTILITY AND STREET LIGHT EASEMENT ADJOINING PUBLIC
RIGHT-OF-WAYS. 2) A 5 -FOOT WIDE PUBLIC UTILITY AND IRRIGATION EASEMENT ADJOINING ALL INTERIOR LOT LINES AND
3) A 10 -FOOT WIDE REAR YARD IRRIGATION EASEMENT.
18. EAST AZAN STREET IS A PUBLIC ROAD (ACHD).
19. DIRECT VEHICLE LOT ACCESS TO NORTH LOCUST GROVE ROAD IS PROHIBITED UNLESS SPECIFICALLY APPROVED BY THE
ADA COUNTY HIGHWAY DISTRICT AND THE CITY OF MERIDIAN.
Typical 50 -Foot Local Street Section
NOT TO SCALE R
2' 1 ---I1,
Crushed aggregate base
course - 4" minimum 6.�
thickness under sidewalk. Sub base - 12" of 6"
Crushed aggregate base minus per I.S.P.W.C.
course - 4" minimum section 801.
thickness under curb.
49' Right-of-wo
Back to back of
29' -
Base course - 6" of
3/4" minus per I.S.P.W.C.
section 802.
-- \ 6I
11.9
66.00' - - -66.00'- - - - - -87.84'- `' 51.87'
,287.84' -- -_- -, - - - - - - - -- - - .-_- ----- -- o
w� I�
TO
2 1/2" of asphaltic
concrete per I.S.P.W.C.
section 805.
Subd,visior
NladelY�
Curve Table
y 1 e Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length
C1 198.71 126.50 90.00 S44' 44' 59"W 178.90 C21 68.35 173.50 22.57 S78' 27' 50"W 67.91
C2 173.54 126.50 78.60 S39' 03' 03"W 160.25 C22 21.19 173.50 7.00 S86' 15' 05"W 21.17
t C3 25.16 126.50 11.40 S84' 03' 03"W 25.12 C23 47.16 173.50 15.58 S74' 57' 56"W 47.02
C4 19.45 20.50 54.35 N63' 04' 25"W 18.73 C24 24.98 20.50 69.82 S77' 54' 38"E 23.46
C5 277.14 55.00 288.71 NO' 15' 01"W 64.11 C25 177.97 55.00 185.40 S44' 18' 06"W 109.88
w C6 32.65 55.00 34.01 S52 54' 07"E 32.17 C26 0.89 55.00 0.93 N43'27' 45"W 0.89
f C7 56.02 55.00 58.36 N80' 54' 44"E 53.63 C27 51.03 55.00 53.17 S84' 13' 46"W 49.22
pro7eCt. C8 30.38 55.00 31.65 N35' 54' 18"E 30.00 C28 30.11 55.00 31.36 S41' 57' 55"W 29.73
a,
r-�
5 € C9 62.08 54.94 64.73 N12' 15' 57"W 58.83 C29 54.70 55.00 56.98 S19' 54' 21"E 52.47
Locations r.
�T
� C10 30.38 55.00 31.65 N55' 38' 58"W 30.00 C30 54.70 55.00 56.98 819' 54' 21 "E 52.47
I-� i�,::"`r''�
'�33 =ate ti Ct t 70.20 55.00 73.13 S71' 57' 36"W 65.53 C31 24.98 20.50 69.82 N13' 29' 09'W 23.46
C12 19.45 20.50 54.35 N62' 34' 22"E 18.73 C32 65.64 173.50 21.68 S10' 35' 15"W 65.25
V�' w m C13 3.93 20.50 10.98 N40' 53' 14"E 3.92 C33 65.64 173.50 21.68 S10' 35' 15"W 65.25
s
$ i T KK' 4 C14 15.52 20.50 43.37 N68' 03' 50"E 15.15 C34 65.64 173.50 21.68 S10' 35' 15"W 65.25
C15 31.40 20.00 89.94 845' 16' 46"E 28.27
kc
C16 9.32 20.00 26.69 S76' 54' 27"E 9.23
C17 22.08 20.00 63.26 S31' 56' 11"E 20.98
C18 31.44 20.00 90.06 N44' 43' 14"E 28.30
C19 1 22.08 20.00 63.26 N31' 19' 12"E 20.98
, , , _ , I, I''_F. � C20 9.36 20.00 26.80 N76' 20' 56"E 9.27
Concrete sidewalk per ACHD-1
supplemental standard drawing SD -709.
`-3" Rolled curb and gutter per ACHD
supplemental drawing SD -702.
2'
Table
PROPOSED ZONE
PROPERTY BOUNDARY
PERCENTAGE
MINIMUM LOT AREA - INTERIOR LOT
LOT LINE
MINIMUM LOT AREA - CORNER LOT
- -
STREET CENTERLINE
10
10' ADDITIONAL RIGHT-OF-WAY
REAR YARD SETBACK
EXISTING FENCE
a a o
EEP EEP EEP EEP EEP -
EXISTING EDGE OF PAVEMENT
- - - � _ =
EXISTING CURB AND GUTTER
5
CONSTRUCT 5' SIDEWALK
MAXIMUM BUILDING HEIGHT
35
FEET
CONSTRUCT 6" VERTICAL CURB & GUTTER
40
- - =
IRRIGATION PIPE
- ESS Ess Ess Ess Ess
EXISTING SANITARY SEWER MAIN LINE
- ss ss Ss - SS -
CONSTRUCT SANITARY SEWER MAIN LINE, SIZE NOTED
FEET
CONSTRUCT 4" TYPE "C" SEWER SERVICE PER ISPWC
RUT
SD -511, SEE DETAIL 3, SHEET 8
- EW EW EW EW EW -
EXISTING WATER MAIN LINE
_w -w -w -w -
CONSTRUCT 8" C-900 PVC WATER MAIN LINE
T
CONSTRUCT 1" DOUBLE WATER SERVICE
cc)�
EXISTING UTILITY POLE
iR
EXISTING GRAVITY IRRIGATION MANHOLE
IR
EXISTING GRAVITY IRRIGATION BOX
w0
EXISTING WATER MANHOLE
SS
EXISTING SANITARY SEWER MANHOLE
wO
EXISTING WATER MANHOLE
EXISTING FIRE HYDRANT
2. POTABLE WATER IS TO BE PROVIDED BY THE CITY OF MERIDIAN.
3. PROPERTY LIES WITHIN THE SETTLERS IRRIGATION DISTRICT.
4. PROPERTY LIES WITHIN THE MERIDIAN FIRE DISTRICT.
5. EXISTING IRRIGATION FACILITIES TO BE CONTINUED TO THEIR HISTORIC DISCHARGE POINTS.
6. THIS PROPERTY IS CURRENTLY ZONED RUT, TO BE REZONED TO R-8.
7. EXISTING USE: RURAL AND RESIDENTIAL
8. CONTOUR INTERVAL 2 FOOT DATUM: NAVD 88
9. COMMON AREAS SHOWN HEREON SHALL BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION.
10. THIS DEVELOPMENT ANTICIPATES USING SUBSURFACE STORM WATER DISPOSAL OF STORM WATER GENERATED FROM THE
LOCAL ROAD SYSTEM AND LANDS TRIBUTARY TO THE SYSTEM.
11. PUBLIC UTILITIES ARE TO BE PROVIDED FROM THE PUBLIC UTILITY PROVIDERS FROM JOINT TRENCH ADJACENT TO THE
PUBLIC ROADS. SPECIFIC DESIGN CRITERIA WILL BE MET DURING THE CONSTRUCTION APPROVAL PHASE OF THIS
DEVELOPMENT.
12. THIS PARCEL LIES WITHIN THE "ZONE X" FLOODWAY PER FEMA MAP #16001CO165G, PANEL NOT PRIMED.
13. THE FOLLOWING TAX PARCEL NUMBER IS INCLUDED WITHIN THIS SUBDIVISION: S0530142050, S0530142200.
14. OPEN SPACE IS CALCULATED AS: LOTS 1, 2, 25, 29, AND 34, BLOCK 1; LOTS 1 AND 6, BLOCK 2.
15. ALL WATER LINE SIZES SHALL BE 8" TO FIRE HYDRANTS AND 6" PAST FIRE HYDRANTS.
16. SURFACE IRRIGATION FACILITIES THAT EXIST ON THE SITE WILL BE CONTINUED THROUGH THE PROPERTY. THE SUBDIVISION
WILL USE SURFACE IRRIGATION WATER VIA A PRESSURIZED IRRIGATION SYSTEM USING SETTLERS IRRIGATION WATER.
17. ALL RESIDENTIAL LOTS SHALL HAVE 1) A 10 -FOOT WIDE PUBLIC UTILITY AND STREET LIGHT EASEMENT ADJOINING PUBLIC
RIGHT-OF-WAYS. 2) A 5 -FOOT WIDE PUBLIC UTILITY AND IRRIGATION EASEMENT ADJOINING ALL INTERIOR LOT LINES AND
3) A 10 -FOOT WIDE REAR YARD IRRIGATION EASEMENT.
18. EAST AZAN STREET IS A PUBLIC ROAD (ACHD).
19. DIRECT VEHICLE LOT ACCESS TO NORTH LOCUST GROVE ROAD IS PROHIBITED UNLESS SPECIFICALLY APPROVED BY THE
ADA COUNTY HIGHWAY DISTRICT AND THE CITY OF MERIDIAN.
Typical 50 -Foot Local Street Section
NOT TO SCALE R
2' 1 ---I1,
Crushed aggregate base
course - 4" minimum 6.�
thickness under sidewalk. Sub base - 12" of 6"
Crushed aggregate base minus per I.S.P.W.C.
course - 4" minimum section 801.
thickness under curb.
49' Right-of-wo
Back to back of
29' -
Base course - 6" of
3/4" minus per I.S.P.W.C.
section 802.
-- \ 6I
11.9
66.00' - - -66.00'- - - - - -87.84'- `' 51.87'
,287.84' -- -_- -, - - - - - - - -- - - .-_- ----- -- o
w� I�
TO
2 1/2" of asphaltic
concrete per I.S.P.W.C.
section 805.
Subd,visior
NladelY�
Curve Table
y 1 e Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length
C1 198.71 126.50 90.00 S44' 44' 59"W 178.90 C21 68.35 173.50 22.57 S78' 27' 50"W 67.91
C2 173.54 126.50 78.60 S39' 03' 03"W 160.25 C22 21.19 173.50 7.00 S86' 15' 05"W 21.17
t C3 25.16 126.50 11.40 S84' 03' 03"W 25.12 C23 47.16 173.50 15.58 S74' 57' 56"W 47.02
C4 19.45 20.50 54.35 N63' 04' 25"W 18.73 C24 24.98 20.50 69.82 S77' 54' 38"E 23.46
C5 277.14 55.00 288.71 NO' 15' 01"W 64.11 C25 177.97 55.00 185.40 S44' 18' 06"W 109.88
w C6 32.65 55.00 34.01 S52 54' 07"E 32.17 C26 0.89 55.00 0.93 N43'27' 45"W 0.89
f C7 56.02 55.00 58.36 N80' 54' 44"E 53.63 C27 51.03 55.00 53.17 S84' 13' 46"W 49.22
pro7eCt. C8 30.38 55.00 31.65 N35' 54' 18"E 30.00 C28 30.11 55.00 31.36 S41' 57' 55"W 29.73
a,
r-�
5 € C9 62.08 54.94 64.73 N12' 15' 57"W 58.83 C29 54.70 55.00 56.98 S19' 54' 21"E 52.47
Locations r.
�T
� C10 30.38 55.00 31.65 N55' 38' 58"W 30.00 C30 54.70 55.00 56.98 819' 54' 21 "E 52.47
I-� i�,::"`r''�
'�33 =ate ti Ct t 70.20 55.00 73.13 S71' 57' 36"W 65.53 C31 24.98 20.50 69.82 N13' 29' 09'W 23.46
C12 19.45 20.50 54.35 N62' 34' 22"E 18.73 C32 65.64 173.50 21.68 S10' 35' 15"W 65.25
V�' w m C13 3.93 20.50 10.98 N40' 53' 14"E 3.92 C33 65.64 173.50 21.68 S10' 35' 15"W 65.25
s
$ i T KK' 4 C14 15.52 20.50 43.37 N68' 03' 50"E 15.15 C34 65.64 173.50 21.68 S10' 35' 15"W 65.25
C15 31.40 20.00 89.94 845' 16' 46"E 28.27
kc
C16 9.32 20.00 26.69 S76' 54' 27"E 9.23
C17 22.08 20.00 63.26 S31' 56' 11"E 20.98
C18 31.44 20.00 90.06 N44' 43' 14"E 28.30
C19 1 22.08 20.00 63.26 N31' 19' 12"E 20.98
, , , _ , I, I''_F. � C20 9.36 20.00 26.80 N76' 20' 56"E 9.27
Concrete sidewalk per ACHD-1
supplemental standard drawing SD -709.
`-3" Rolled curb and gutter per ACHD
supplemental drawing SD -702.
2'
Table
PROPOSED ZONE
R-8
PERCENTAGE
MINIMUM LOT AREA - INTERIOR LOT
4,000 SF
MINIMUM LOT AREA - CORNER LOT
4,000 SF
FRONT YARD SETBACK
10
FEET
REAR YARD SETBACK
12
FEET
STREET SIDE YARD SETBACK
20
FEET
INTERIOR SIDE YARD SETBACK
5
FEET
MAXIMUM BUILDING HEIGHT
35
FEET
MINIMUM STREET FRONTAGE
40
FEET
MINIMUM LOT WIDTH - INTERIOR LOT
40
FEET
MINIMUM LOT WIDTH - CORNER LOT
40
FEET
EXISTING ZONE
RUT
Land Use Calculations
DESCRIPTION
AREA (AC)
PERCENTAGE
ORIGINAL PROPERTY
9.84
N/A
12' ADDITIONAL LOCUST GROVE ROW
0.09
N/A
PROJECT
9.75
100%
RESIDENTIAL LOTS
7.18
73.6%
LANDSCAPED OPEN SPACE AREA LOTS
0.73
7.5%
COMMON DRIVE COMMON LOT
0.07
0.7%
NON -LANDSCAPED RIGHT-OF-WAY
1.20
12.3%
50% BUFFER STRIP ALONG LOCUST GROVE
0.13
1.3%
LANDSCAPE STRIP (TBRC-t)
0.28
2.9%
DRIVEWAYS 1N LANDSCAPE STRIP
0.10
1.0%
NON -LANDSCAPED COMMON LOTS
0.07
1.0%
TOTAL OPEN SPACE AREA
1 1.01
10.3%
RESIDENTIAL LOTS 33
LARGEST LOT SIZE
13,221
SF
OPEN SPACE AREA LOTS 4
SMALLEST LOT SIZE
7,525
SF
COMMON DRIVE LOT 1
AVERAGE LOT SIZE
9,474
SF
Underground Utility Note
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GUARANTEE THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT
LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM
INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
DEVIATIONS MAY EXIST BETWEEN THE LOCATIONS SHOWN
HEREON AND THEIR ACTUAL LOCATION(S)
Owner/Al
TODD CAMPBELL
PO BOX 140298
BOISE, ID.
(208) 631-5052
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