PZ - Preliminary.Platsubdivision
Mader
PROPERTY BOUNDARY
LOT LINE
STREET CENTERLINE
- - - 10' ADDITIONAL RIGHT-OF-WAY
EXISTING FENCE
- EEP EEP EEP EEP EEP - EXISTING EDGE OF PAVEMENT
--------------
EXISTING CURB AND GUTTER
CONSTRUCT 20' DRIVEWAY
CONSTRUCT 6" VERTICAL CURB & GUTTER
N. JR0.000-0
-Ess Ess Ess Ess E5- EXISTING SANITARY SEWER MAIN LINE
- ss ss - ss - ss - CONSTRUCT SANITARY SEWER MAIN LINE, SIZE NOTED
(A CONSTRUCT 4" TYPE "C" SEWER SERVICE PER ISPWC
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
CONSTRUCT 1" DOUBLE WATER SERVICE
EXISTING UTILITY POLE
R EXISTING GRAVITY IRRIGATION MANHOLE
IR EXISTING GRAVITY IRRIGATION BOX
EXISTING WATER MANHOLE
SS EXISTING SANITARY SEWER MANHOLE
wO EXISTING WATER MANHOLE
10, EXISTING FIRE HYDRANT
subdivision
NLade1Y�'
19 -
- - 30
snbawision
TJLade�Y�'
S89'44'42"W 2,634.00'
Notes Vicinity Map Curve Table
1. SANITARY SEWER SERVICE IS TO BE PROVIDED BY THE CITY OF MERIDIAN. Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length
2. POTABLE WATER IS TO BE PROVIDED BY THE CITY OF MERIDIAN. C1 198.71 126.50 90.00 844' 44` 59"W 178.90 C21 68.35 173.50 22.57 S78' 2T 50"W 67.91
C2 8.38 126.50 3.79 S1' 38' 48"W 8.38 C22 20.18 173.50 6.66 S86' 25' 04"W 20.17
3. PROPERTY LIES WITHIN THE SETTLERS IRRIGATION DISTRICT.
t
4. PROPERTY LIES WITHIN THE MERIDIAN FIRE DISTRICT. 108.41 126.50 49.10 S28' 05' 41 "W 105.12 C23 46.58 173.50 15.38 S75' 23' 42"W 46.44
MT9SCALES5. EXISTING IRRIGATION FACILITIES TO BE CONTINUED TO THEIR HISTORIC DISCHARGE POINTS. 9NOC3
S € Y x
C4 50.47 126.50 22.86 S64' 04' 32"W 50.14 C24 24.98 20.50 69.82 S77' 54' 38"E 23.46
6. THIS PROPERTY IS CURRENTLY ZONED RUT, TO BE REZONED TO R-8. "'" " '
E_�-_- _ . _ � _ y ��'� _ - •�` C5 31.45 126.50 14.24 882' 37' 39"W 31.37 C25 177.97 55.00 185.40 844' 18' 06"W 109.88
7. EXISTING USE: RURAL AND RESIDENTIAL T" a ,' =- C6 19.45 20.50 54.35 N63' 04' 25"W 18.73 C26 25.14 55.00 26.19 N56' 05' 37"W 24.92
T.
8. CONTOUR INTERVAL 2 FOOT DATUM: NAVD 88 C7 277.14 55.00 288.71 NO' 15' 01"W 64.11 C27 51.03 55.00 53.17 S84' 13' 46"W 49.22
9. COMMON AREAS SHOWN HEREON SHALL BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION. T
rojecC8 65.86 55.00 68.61 870' 12' 13"E 62.00 C28 30.11 55.00 31.36 S41' 5T 55"W 29.73
Pt
10. THIS DEVELOPMENT ANTICIPATES USING SUBSURFACE STORM WATER DISPOSAL OF STORM WATER GENERATED FROM THE C9 29.20 55.00 30.41 N60' 16' 58"E 28.85 C29 16.99 55.00 17.70 S1 26' 05"W 16.92
LOCAL ROAD SYSTEM AND LANDS TRIBUTARY TO THE SYSTEM. gr Location '
C10 43.51 55.00 45.33 N22' 24' 45"E 42.38 C30 54.70 55.00 56.98 S19' 54' 21"E 52.47
11. PUBLIC UTILITIES ARE TO BE PROVIDED FROM THE PUBDC UTILITY PROVIDERS FROM JOINT TRENCH ADJACENT TO THE _ r� ,
PUBLIC ROADS. SPECIFIC DESIGN CRITERIA WILL BE MEr DURING THE CONSTRUCTION APPROVAL PHASE OF THIS ,, m, r= .
C1 1 42.56 54.92 44.40 N22' 26' 09'W 41.50 C31 24.98 20.50 69.82 N13' 29' 09"W 23.46
DEVELOPMENT. ^- � g�_ �, � �;»» a �''
C12 29.20 55.00 30.41 N59' 48' 35"W 28.85 C32 2.23 20.50 6.23 N45' 17' 00"W 2.23
12, THIS PARCEL LIES WITHIN THE "ZONE X" FLOODWAY PER FEMA MAP #16001CO165G, PANEL NOT PRINTED.
C13 66.80 55.00 69.59 S70' 11' 22"W 62.77 C33 22.75 20.50 63.59 N10' 22' 20"W 21.60
13. THE FOLLOWING TAX PARCEL NUMBER IS INCLUDED WITHIN THIS SUBDIVISION: SO530142050, 50530142200.
C14 19.45 20.50 54.35 Nfi2' 34' 22"E 18.73 C34 65.64 173.50 21.68 S10' 35' 15"W 65.25
14. OPEN SPACE IS CALCULATED AS: LOTS 1, 2, 25, 29, AND 34, BLOCK 1; LOTS 1 AND 6, BLOCK 2: r" a
C15 31.40 20.00 89.94. S45' 16' 46"E 28.27 C35 65.64 173.50 21.68 S10' 35' 15"W 65.25
15. ALL WATER LINE SIZES SHALL BE 8" TO FIRE HYDRANTS AND 6" PAST FIRE HYDRANTS.
s. 810' 35' 15"W 65.25
16. SURFACE IRRIGATION FACILITIES THAT EXIST ON THE SITE WILL BE CONTINUED THROUGH THE PROPERTY. THE SUBDIVISION �� =F,T ' "` '� �y � C16 9.32 20.00 26.69 S76 54' 27"E 9.23 C36 65.64 173.50 21.68,
WILL USE SURFACE IRRIGATION WATER VIA A PRESSURIZED IRRIGATION SYSTEM USING SETTLERS IRRIGATION WATER. ;'= x
' ,- '``_ C17 22.08 20.00 63.26 S31' 56' 11"E 20.98
17. ALL RESIDENTIAL LOTS SHALL HAVE 1) A 10 -FOOT WIDE PUBLIC UTILITY AND STREET LIGHT EASEMENT ADJOINING PUBLIC C18 31.44 20.00 90.06 N44' 43' 14"E 28.30
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. - _ " _ C19 22.08 20.00 63.26 N31' 19' 12"E 20.98
18. EAST AZAN STREET IS A PUBLIC ROAD (ACHD) -. LE „ .s, C20 9.36 20.00 26.80 N76' 20' 56"E 9.27
Typical 50 -Foot Local Street Section
NOT TO SCALE IT
2' , __-I 1
Crushed aggregate base
course - 4" minimum 6•
thickness under sidewalk.
Crushed aggregate base
course - 4" minimum
thickness under curb.
Sub base - 12" of 6"
minus per I.S.P.W.C.
section 801.
47'
Back to back of
Base course - 6° of
3/4" minus per I.S.P.W.C.
section 802.
` Concrete sidewalk per ACHD,
2 1/2" of asphaltic supplemental standard drawing SD -709.
concrete per I.S.
S P W.0
section 805.
3° Rolled curb and gutter per ACHD
supplemental drawing SD -702.
Table I Land Use Calculations I Underground Utility Note
PROPOSED ZONE
R-8
MINIMUM LOT AREA - INTERIOR LOT
I
MINIMUM LOT AREA - CORNER LOT
4,000 SF
�
w
REAR YARD SETBACK
12 FEET
�I
20 FEET
INTERIOR SIDE YARD SETBACK
5 FEET
MAXIMUM BUILDING HEIGHT
I �
III
40 FEET
IE I
I I
MINIMUM LOT WIDTH - CORNER LOT
f9 I
EXISTING ZONE
RUT
w I
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II
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II W I
� IN I I
19 -
- - 30
snbawision
TJLade�Y�'
S89'44'42"W 2,634.00'
Notes Vicinity Map Curve Table
1. SANITARY SEWER SERVICE IS TO BE PROVIDED BY THE CITY OF MERIDIAN. Curve # Length Radius Delta Chord Direction Chord Length Curve # Length Radius Delta Chord Direction Chord Length
2. POTABLE WATER IS TO BE PROVIDED BY THE CITY OF MERIDIAN. C1 198.71 126.50 90.00 844' 44` 59"W 178.90 C21 68.35 173.50 22.57 S78' 2T 50"W 67.91
C2 8.38 126.50 3.79 S1' 38' 48"W 8.38 C22 20.18 173.50 6.66 S86' 25' 04"W 20.17
3. PROPERTY LIES WITHIN THE SETTLERS IRRIGATION DISTRICT.
t
4. PROPERTY LIES WITHIN THE MERIDIAN FIRE DISTRICT. 108.41 126.50 49.10 S28' 05' 41 "W 105.12 C23 46.58 173.50 15.38 S75' 23' 42"W 46.44
MT9SCALES5. EXISTING IRRIGATION FACILITIES TO BE CONTINUED TO THEIR HISTORIC DISCHARGE POINTS. 9NOC3
S € Y x
C4 50.47 126.50 22.86 S64' 04' 32"W 50.14 C24 24.98 20.50 69.82 S77' 54' 38"E 23.46
6. THIS PROPERTY IS CURRENTLY ZONED RUT, TO BE REZONED TO R-8. "'" " '
E_�-_- _ . _ � _ y ��'� _ - •�` C5 31.45 126.50 14.24 882' 37' 39"W 31.37 C25 177.97 55.00 185.40 844' 18' 06"W 109.88
7. EXISTING USE: RURAL AND RESIDENTIAL T" a ,' =- C6 19.45 20.50 54.35 N63' 04' 25"W 18.73 C26 25.14 55.00 26.19 N56' 05' 37"W 24.92
T.
8. CONTOUR INTERVAL 2 FOOT DATUM: NAVD 88 C7 277.14 55.00 288.71 NO' 15' 01"W 64.11 C27 51.03 55.00 53.17 S84' 13' 46"W 49.22
9. COMMON AREAS SHOWN HEREON SHALL BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION. T
rojecC8 65.86 55.00 68.61 870' 12' 13"E 62.00 C28 30.11 55.00 31.36 S41' 5T 55"W 29.73
Pt
10. THIS DEVELOPMENT ANTICIPATES USING SUBSURFACE STORM WATER DISPOSAL OF STORM WATER GENERATED FROM THE C9 29.20 55.00 30.41 N60' 16' 58"E 28.85 C29 16.99 55.00 17.70 S1 26' 05"W 16.92
LOCAL ROAD SYSTEM AND LANDS TRIBUTARY TO THE SYSTEM. gr Location '
C10 43.51 55.00 45.33 N22' 24' 45"E 42.38 C30 54.70 55.00 56.98 S19' 54' 21"E 52.47
11. PUBLIC UTILITIES ARE TO BE PROVIDED FROM THE PUBDC UTILITY PROVIDERS FROM JOINT TRENCH ADJACENT TO THE _ r� ,
PUBLIC ROADS. SPECIFIC DESIGN CRITERIA WILL BE MEr DURING THE CONSTRUCTION APPROVAL PHASE OF THIS ,, m, r= .
C1 1 42.56 54.92 44.40 N22' 26' 09'W 41.50 C31 24.98 20.50 69.82 N13' 29' 09"W 23.46
DEVELOPMENT. ^- � g�_ �, � �;»» a �''
C12 29.20 55.00 30.41 N59' 48' 35"W 28.85 C32 2.23 20.50 6.23 N45' 17' 00"W 2.23
12, THIS PARCEL LIES WITHIN THE "ZONE X" FLOODWAY PER FEMA MAP #16001CO165G, PANEL NOT PRINTED.
C13 66.80 55.00 69.59 S70' 11' 22"W 62.77 C33 22.75 20.50 63.59 N10' 22' 20"W 21.60
13. THE FOLLOWING TAX PARCEL NUMBER IS INCLUDED WITHIN THIS SUBDIVISION: SO530142050, 50530142200.
C14 19.45 20.50 54.35 Nfi2' 34' 22"E 18.73 C34 65.64 173.50 21.68 S10' 35' 15"W 65.25
14. OPEN SPACE IS CALCULATED AS: LOTS 1, 2, 25, 29, AND 34, BLOCK 1; LOTS 1 AND 6, BLOCK 2: r" a
C15 31.40 20.00 89.94. S45' 16' 46"E 28.27 C35 65.64 173.50 21.68 S10' 35' 15"W 65.25
15. ALL WATER LINE SIZES SHALL BE 8" TO FIRE HYDRANTS AND 6" PAST FIRE HYDRANTS.
s. 810' 35' 15"W 65.25
16. SURFACE IRRIGATION FACILITIES THAT EXIST ON THE SITE WILL BE CONTINUED THROUGH THE PROPERTY. THE SUBDIVISION �� =F,T ' "` '� �y � C16 9.32 20.00 26.69 S76 54' 27"E 9.23 C36 65.64 173.50 21.68,
WILL USE SURFACE IRRIGATION WATER VIA A PRESSURIZED IRRIGATION SYSTEM USING SETTLERS IRRIGATION WATER. ;'= x
' ,- '``_ C17 22.08 20.00 63.26 S31' 56' 11"E 20.98
17. ALL RESIDENTIAL LOTS SHALL HAVE 1) A 10 -FOOT WIDE PUBLIC UTILITY AND STREET LIGHT EASEMENT ADJOINING PUBLIC C18 31.44 20.00 90.06 N44' 43' 14"E 28.30
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. - _ " _ C19 22.08 20.00 63.26 N31' 19' 12"E 20.98
18. EAST AZAN STREET IS A PUBLIC ROAD (ACHD) -. LE „ .s, C20 9.36 20.00 26.80 N76' 20' 56"E 9.27
Typical 50 -Foot Local Street Section
NOT TO SCALE IT
2' , __-I 1
Crushed aggregate base
course - 4" minimum 6•
thickness under sidewalk.
Crushed aggregate base
course - 4" minimum
thickness under curb.
Sub base - 12" of 6"
minus per I.S.P.W.C.
section 801.
47'
Back to back of
Base course - 6° of
3/4" minus per I.S.P.W.C.
section 802.
` Concrete sidewalk per ACHD,
2 1/2" of asphaltic supplemental standard drawing SD -709.
concrete per I.S.
S P W.0
section 805.
3° Rolled curb and gutter per ACHD
supplemental drawing SD -702.
Table I Land Use Calculations I Underground Utility Note
PROPOSED ZONE
R-8
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
DESCRIPTION
AREA (ACRES)
PERCENTAGE
PROJECT
9.84
100%
RESIDENTIAL LOTS
6.20
OPEN SPACE AREA LOTS
1.97
20.0%
ROAD (TBRC-TBRC)
1.17
11.9%
LANDSCAPE (TBRC-E)
0.42
4.3%
10' RIGHT-OF-WAY
0.08
0.8%
RESIDENTIAL LOTS 50
OPEN SPACE AREA LOTS 7
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 UTIUTIES 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/
PO BOX 140298
BOISE, ID.
(208) 631-5052
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