PZ - 180031 Civil PrePlat Signed 09-10-18SITE DATA
OWNERS
SURVEYOR
JEFFREY FULCHER
ROB O'MALLEY
4330 E BOTT LANE
T -O ENGINEERS
MERIDIAN, ID 83642
332 N BROADMORE WAY
RESIDENTIALAREA
NAMPA, ID 83687
MICHEAL KINGSLEY
RIGHT-OF-WAY TO BE DEDICATED
4301 E BOTT LANE
ZONING 8 SETBACKS
MERIDIAN, ID 83642
MEDIUM LOW-DENSITY RESIDENTIAL (R-4)
0.47 AC
MIN. LOT SIZE: 8,000 SF
DAVID SEEGMILLER
MIN. FRONTAGE: 60-
4080 BOTT LANE
REAR SETBACK: 15•
MERIDIAN, ID 83642
SIDE SETBACK: S
m
STREET SETBACK: 20'
MARK MATTHEWS
MEDIUM -DENSITY RESIDENTIAL (R-8)
4115 E BOTT LANE
MIN. LOT SIZE: 4,000 SF
MERIDIAN, ID 83642
MIN. FRONTAGE: 40'
165.00'
REAR SETBACK: 12'
SHELBURNE PROPERTIES LLC
SIDE SETBACK: S
4205 E BOTT LANE
STREET SETBACK: 20'
MERIDIAN, ID 83642
0
FIRE DISTRICT
DEVELOPER B PLANNER
CITY OF MERIDIAN
SHELBURNE PROPERTIES LLC
W
ATTN. RANDY CLARNO
SEWER 8 WATER DISTRICT
PINNACLE LAND DEVELOPMENT, LLC
CITY OF MERIDIAN
7440 E. PINNACLE PEAK ROAD, STE. 142
SCOTTSDALE, AZ 85255
IRRIGATION DISTRICT
Y\
NEW YORK IRRIGATION DISTRICT
ENGINEER
0'
JOHN CARPENTER, P.E.
ROADWAY JURISDICTION
T -O ENGINEERS
ADA COUNTY HIGHWAY DISTRICT
332 N BROADMORE WAY
27307
NAMPA, ID 83687
SCHOOL DISTRICT
Z
MERIDIAN JOINT SCHOOL DISTRICT NO. 2
AREA AND LOT SUMMARY
122
TOTAL ANNEXED AREA
1528520 SF
35.09 AC
DEVELOPMENT AREA
1419620 SF
32.59 AC
RESIDENTIALAREA
924108 SF
21.22 AC
RIGHT-OF-WAY TO BE DEDICATED
272893 SF
6.26 AC
EXISTING ACHD RIGHT -OF -WAV
20481 SF
0.47 AC
COMMON AREAS
225948 SF
5.19 AC
CANAL AREA
85332 SF
1.96 AC
TOTALLOTS
122
BUILDABLE LOTS
101
COMMON LOTS
17
SHARED DRIVEWAY LOTS
4
"TOTAL DENSITY
3.10
DU/ACRE
R4 ZONE DENSITY
3.11
DU/ACRE
R-8 ZONE DENSITY
3.08
DIJ ACRE
AVG. RESIDENTIAL LOT SIZE
9048 SF
0.21 AC
MIN, RESIDENTIAL LOT SIZE
68965E
0.16AC
REQUIRED OPEN SPACE 141971 SF 3.26 AC
PROPOSED OPEN SPACE 227877 SF 5.25 AC
PERCENT OPEN SPACE 16.0%
`DENSITY EXCLUDES CANAL AREA
NOTES
1. BUILDING SETBACK AND DIMENSION STANDARDS SHALL BE IN COMPLIANCE
WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN.
2. THE FOLLOWING LOTS ARE PROPOSED AS COMMON LOTS TO BE OWNED
AND MAINTAINED BY THE SHELBURNE EAST HOMEOWNERS ASSOCIATION:
LOT 15C, BLOCK 1
LOTS 3C, 8C, 15C, BLOCK 2
LOTS 1C, 12C, BLOCK 3
LOTS 1C, 13C, 17C, BLOCK 4
LOT 8C, BLOCK 5
LOTS 1C, 5C, 15C, BLOCK 6
LOT SC, BLOCK 7
LOT 2C, BLOCK
LOTS 1C, 12C, 15C, 20C, 21 C, BLOCK 9
LOT IC, BLOCK 10
3. A GENERAL UTILITY, IRRIGATION, AND DRAINAGE EASEMENT OF 10 FEET
WILL EXIST ALONG ALL FRONT AND REAR LOT LINES PER CITY OF MERIDIAN
SUBDIVISION DESIGN AND IMPROVEMENT STANDARDS.
4. STORM DRAINAGE WILL BE ROUTED TO SUBSURFACE INFILTRATION
FACILITIES FOR NORMAL STORM EVENTS. LARGER EVENTS WILL BE STORED
IN DEPRESSED COMMON AREAS ABOVE SUBSURFACE FACILITIES. STORM
DRAINAGE WILL BE DESIGNED IN ACCORDANCE WITH THE ADA COUNTY
HIGHWAY DISTRICT POLICY MANUAL SECTIONS 8000 AND 8200.
5. INDIVIDUAL PRESSURE IRRIGATION SERVICES WILL BE PROVIDED TO THE
REAR OF EACH LOT. PRESSURE IRRIGATION WILL BE CONNECTED TO A NEW
PUMP STATION IN THE SOUTHWEST CORNER OF THE SUBDIVISION. THE
SYSTEM WILL BE OWNED AND MAINTAINED BY THE NEW YORK IRRIGATION
DISTRICT.
6. OFF-STREET PARKING WILL BE PROVIDED ALONG LOCAL STREETS IN
ACCORDANCE WITH MERIDIAN CITY CODE §11-3C-6.
7. A 1PFT WIDE REGIONAL MULTIUSE PATHWAY WILL BE PROVIDED ALONG THE
EAST SIDE OF THE TENMILE FEEDER CANAL AND WITHIN THE PROJECT
BOUNDARY.
8. THERE ARE NO KNOWN FLOOD PLAINS OR FLOODWAYS IN THE PROJECT
AREA.
9. THE SUBDIVISION IS PROPOSED IN 3 PHASES AS SHOWN. PHASES 1 AND 2
(WEST OF THE TENMILE FEEDER CANAL) ARE PROPOSED WITH R-4 ZONING.
PHASE 3 (EAST OF THE CANAL) IS PROPOSED WITH R-8 ZONING.
10. ALL NEW STREETS WILL BE DEDICATED TO ADA COUNTY HIGHWAY DISTRICT.
KINGSBRIDGE _
SUBDIVISION NO. 2
CLAYEUX
RYAN IN
R4947190150
TURNER
KRISTOPHERMWALLACEDARENM
R4947190130 84947190140
Z Z
O0
N �
o:
mZ
NU
7ILI0
UJ
N
TO EAGLE RD. EPEACEFUL
POND DR.
E]
-L_
HENDRICKSEN DONALD
51128131560
PRELIMINARY PLAT FOR
SHELBURNE EAST SUBDIVISION
A PORTION OF THE NW 1/4 OF THE SE 1/4 OF SECTION 28
TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN
ADA COUNTY, IDAHO
2018
0 SO 100 200 300
SCALE: 1" = 100'
LAODEJOHNA SR
57128731530
TENMILE FEEDER CANAL
(BOISE PROJECT BOARD OF CONTROL)
-_ _ 589°23'16"E 371.85' _ -~
C1/4 S28 65' 65• 65' 65' 65• 4T C7
s
N ' ` V
1 8,748 SF 8,129 SF 8.132 SF 8,134 BE 8,045
8,045 SF� 12'486 SF
1
1 109'
BS 85' 65' 6533' n"
- - E DAVIN ST. - -3 37 8,0765E
SUBDIVISION BOUNDARY
� ANNEXATION BOUINDARY
WOKERSIEN VIRGINIA �I=AHC
HOMES
R1071520060 LLC
384WOSO
ANTLER RIDGE
SUBDIVISION NO.4
HAYDEN HOMES
IDAHO LLC
PETSCHE TIMOTHY I HAYDEN HOMES W W o 2
81071520075 IDAHO LLC UR
"-
RI4384.50i030 0
\
N89°23'18"W 419.19'
• 139• 70• i0•T
140' CE1/16S28
1 ❑ 4 1
- 1C - 2 ^ 3 10,497 SF16,014 SF 8,058 SF 8.282 S 116'
p COMMON SC
N139' 70• �• a 1,640 SF 6
6,906 SF
w Le E DAVIN ST. -1 -
85' BS' 35' ]0' 60' 125' 1$ p `., N 61' 60' 80' 7 1 7
9
7,177 SF I
G� f 2m 8.125 SF N '1 g^ 1 f y 3 6,896 SF 118'
2 W o
5 4 ^ 2 ^ 00 SF 125' �N J 6,936 SF 6,900 BE 8,900 SF 5C I m 8 ^
8,8 8,775 BE 9,450. SF 1 m 2129 SF 6,943 SF 2
10,604 SF I w
\ 5
8.12SF ` QQQ� 1 60• 60' 6p' 60' 201
e r
65' BS RY g8' N p-
ro S 125
WI?
m
o Z ua 70
ILj 8,1
� 1 f �� � m 25 SF
c f N
N 6 7 ^ ,46' 28,9 0 SF Nd 125 ,1
oZ 18,750 SF 8,794 SF COMMON yL N
RTAS. 171 my 8,272 SF
/ 98'
65' 80' ,26' �
n SC 4,293 SF E FULCHER CT. A. - 12
7,969
7,9695E S
\ Yl
70' 70• �' 65' 65' 41Y �• ,y1 1z1' g0, �y7.
Q 13
8,385 SF .9g
0 7
9 10 ^ 11 12 13 14
8,771 SF 8,750 SF 8,388 SF 8,255 SF 8,255 SF 8,755 SF lsc v0 143 14 \
1 20,253 SF - \ < 133• 12,521 SF Com`
70' 70' 65 85' 85 70' 16
718'
LANDSCAPESUFFER 326' 15C 8,127 SF
45
F _ _ BOTT LN. _ - - COMMON
(COLLECTOR) N
y \ 1
LANDSCAPE BUFFER 326' IC 8,7305E
95 65• 65' 65• 85' 85' 64' 60 7�,W0`SG`q�-
n B
4T RI'I'1 � •_ .
18 ^ 19 20 ^ 21 22 ^ 23 ;., 70.
8,097 SF 8,327 SF 8,125 SF 8,125 SF 8,125 SF
LLI 17 8,971 SF 2
8,037 SF
9.350 SF 3 0
Q ^ 18C �, 85' 65' 65' 75' 8.555 SF 4
< 1,899 SF ;; 48• •j5 9,690 SF
0 7T N 60, - a E CLAYDEN ST. 37' 53
N 1
= I y 8,445 SF v 49' 70' 70' 70' 89' O 134
b ] O• 5
y 126' IL N 8,325 SF
_ > 12 11 10 9
C) iPi fO 8.187 SF '� Z 9.224 SF 8,750 SF 8,750 SF 8,750 SF BC 4T ,26'
tN 126' 0�i 41,082 SF 8
m 1 0 COMMON m 81132S
Lu IY _ Z 75' 70' 70' 70' Bor'
LL "< 5
M1 m 126' Ut N
0 Wa 1O 12 1 80' 85 T656
65' 65' 61' m 'S 8.12
Z U 8.155 SF 47'RNO
p � N125' 12 5679,431 SF 8,125 SF F 8,125 SF 8.125 SF 8,060III
10,892 SF r�28' OF 65 65' 65
II s - / r
- E FRATELLO ST. - ^ �
d \
10 �' 65' 65' 65' 65' 65' 65' 8&
11210 SF
CSI/16 S28
MERIDIAN JOINT SCHOOL DIST NO 2
51128346800
11,507 SF ^ 8 7 6 ^ 5 4 ^ 3 9,756 SF
8,457 SF 8,458 SF 8,460 SF 8,461 SF 8,483 SF 8.4678F 1C `
_ -130' - - 2,4125E
13C 42,029 SF -65" 65' -65 -65' 'fi5- 85- -03'' 1
N89°19'52"W 959.09'
FREEMAN JOHN
51128438566
SHEETINDEX
00.1
LOT DIMENSIONS
C7.1
SITE PLAN NORTH
C7.2
SITE PLAN SOUTH
C2.1
EXISTING CONDITIONS NORTH
C2.2
EXISTING CONDITIONS SOUTH
WOKERSIEN VIRGINIA �I=AHC
HOMES
R1071520060 LLC
384WOSO
ANTLER RIDGE
SUBDIVISION NO.4
HAYDEN HOMES
IDAHO LLC
PETSCHE TIMOTHY I HAYDEN HOMES W W o 2
81071520075 IDAHO LLC UR
"-
RI4384.50i030 0
\
N89°23'18"W 419.19'
• 139• 70• i0•T
140' CE1/16S28
1 ❑ 4 1
- 1C - 2 ^ 3 10,497 SF16,014 SF 8,058 SF 8.282 S 116'
p COMMON SC
N139' 70• �• a 1,640 SF 6
6,906 SF
w Le E DAVIN ST. -1 -
85' BS' 35' ]0' 60' 125' 1$ p `., N 61' 60' 80' 7 1 7
9
7,177 SF I
G� f 2m 8.125 SF N '1 g^ 1 f y 3 6,896 SF 118'
2 W o
5 4 ^ 2 ^ 00 SF 125' �N J 6,936 SF 6,900 BE 8,900 SF 5C I m 8 ^
8,8 8,775 BE 9,450. SF 1 m 2129 SF 6,943 SF 2
10,604 SF I w
\ 5
8.12SF ` QQQ� 1 60• 60' 6p' 60' 201
e r
65' BS RY g8' N p-
ro S 125
WI?
m
o Z ua 70
ILj 8,1
� 1 f �� � m 25 SF
c f N
N 6 7 ^ ,46' 28,9 0 SF Nd 125 ,1
oZ 18,750 SF 8,794 SF COMMON yL N
RTAS. 171 my 8,272 SF
/ 98'
65' 80' ,26' �
n SC 4,293 SF E FULCHER CT. A. - 12
7,969
7,9695E S
\ Yl
70' 70• �' 65' 65' 41Y �• ,y1 1z1' g0, �y7.
Q 13
8,385 SF .9g
0 7
9 10 ^ 11 12 13 14
8,771 SF 8,750 SF 8,388 SF 8,255 SF 8,255 SF 8,755 SF lsc v0 143 14 \
1 20,253 SF - \ < 133• 12,521 SF Com`
70' 70' 65 85' 85 70' 16
718'
LANDSCAPESUFFER 326' 15C 8,127 SF
45
F _ _ BOTT LN. _ - - COMMON
(COLLECTOR) N
y \ 1
LANDSCAPE BUFFER 326' IC 8,7305E
95 65• 65' 65• 85' 85' 64' 60 7�,W0`SG`q�-
n B
4T RI'I'1 � •_ .
18 ^ 19 20 ^ 21 22 ^ 23 ;., 70.
8,097 SF 8,327 SF 8,125 SF 8,125 SF 8,125 SF
LLI 17 8,971 SF 2
8,037 SF
9.350 SF 3 0
Q ^ 18C �, 85' 65' 65' 75' 8.555 SF 4
< 1,899 SF ;; 48• •j5 9,690 SF
0 7T N 60, - a E CLAYDEN ST. 37' 53
N 1
= I y 8,445 SF v 49' 70' 70' 70' 89' O 134
b ] O• 5
y 126' IL N 8,325 SF
_ > 12 11 10 9
C) iPi fO 8.187 SF '� Z 9.224 SF 8,750 SF 8,750 SF 8,750 SF BC 4T ,26'
tN 126' 0�i 41,082 SF 8
m 1 0 COMMON m 81132S
Lu IY _ Z 75' 70' 70' 70' Bor'
LL "< 5
M1 m 126' Ut N
0 Wa 1O 12 1 80' 85 T656
65' 65' 61' m 'S 8.12
Z U 8.155 SF 47'RNO
p � N125' 12 5679,431 SF 8,125 SF F 8,125 SF 8.125 SF 8,060III
10,892 SF r�28' OF 65 65' 65
II s - / r
- E FRATELLO ST. - ^ �
d \
10 �' 65' 65' 65' 65' 65' 65' 8&
11210 SF
CSI/16 S28
MERIDIAN JOINT SCHOOL DIST NO 2
51128346800
11,507 SF ^ 8 7 6 ^ 5 4 ^ 3 9,756 SF
8,457 SF 8,458 SF 8,460 SF 8,461 SF 8,483 SF 8.4678F 1C `
_ -130' - - 2,4125E
13C 42,029 SF -65" 65' -65 -65' 'fi5- 85- -03'' 1
N89°19'52"W 959.09'
FREEMAN JOHN
51128438566
b
LINE TABLE
LINE
BEARING
DISTANCE
no mown I
N4IW41-W
�.
�a PAP ,� .��..
103.47
�I III mill
S52`20'1TE
111
�
255.00'
b
16°00'57'
S39°05.53"E
71.W
C3
175.00'
�� �� 1��1�rr
22'42'00'
1 i 1■1■
m
I
225.00'49.70'
Ann noun
•'���, a
S23 -10-16-E
Z
>
165.00'
71.18'
24°43'04'
N29'12'099N
27
m
0
116'
o
W
2
6
W
n
10
00
Y\
28,763
SF
0'
6,966 SF
OUl
N
27307
Z
N0.
YO
0
Z
Ow02
U
f
16,
111
N
N
b
LINE TABLE
LINE
BEARING
DISTANCE
118
N4IW41-W
.6
cG
W y
103.47
74'06'00'
S52`20'1TE
111
�
255.00'
b
16°00'57'
S39°05.53"E
71.W
C3
175.00'
Q
22'42'00'
6,954 SF
m
I
225.00'49.70'
�S7SA
12'39'20"
S23 -10-16-E
Z
>
165.00'
71.18'
24°43'04'
N29'12'099N
27
m
0
116'
o
W
2
6
W
n
10
00
Y\
28,763
SF
0'
6,966 SF
OUl
N
27307
Z
N0.
YO
0
Z
Ow02
U
16,
111
N
N
y
J
8,977 SF
$
m
IMPACT LINE OF
Z
1
�
0
�-MERIDIAN
18015E
MARSH JARED
83'
I
118'
I.
91128027880
_
C1
12
$
N
E FULCHER ST.
6,995 SF
N
W 11'
BD'
117
ml
4XIM m
13
m
Wa
-
I
7.144 SF
¢A
NI
01
6.980 SF
121'
I
2O
EX. ACHD RIGHT-OF-WAY
Z
m22.
14
7,451 SF
m
W y
TO BE VACATED AND
60'
NOTA PART OFANNEXATION
2C 4,814 SF
iSC
2,548 SF
w
N89°21'05"W
250.13'
- - - - - -
TO CLOVERDALE RD.
SUBDIVISION
-
-
E BOTT LN. --�
BOUNDARY
S89°21'05"E 493.32'
2
N p),
20C
8,2125E
-------
1C
2,533SF
-
EBUFFER
50'RIGHT-OF-WAY
N - LPN DSCAP 6& 82' 122'
65
p
m Z 7t' 7,945 SF
17 7,872 SF 9,248 SF 43' RAV 122•
1 1 18 7,632 SF 3 1
4 1 � 9,598 SF 66' S2' 71958 SF 1
65
T a" E CLEARY CT. - 123'
1 0 rD B9, m 8,124 SF0 CA 129'
ro
m n
F O 10j, A O 15C 51 '..�■ Z 8,610 SF '° 1 n
O P i0 N 909 SF ` � 12C N 0 .6 W
2B 'e ny 1n - 1$ 22,759 SF i° Z 135' 0 m
m O Zy 14 7,041 SF COMMON K W n
7 \ ZI r T 8,399 SF W Lo 6 m
5BE O N\ N 8,723 SF 0 W
L 6& H Q y
8
,125 SF
i e'0-QN X01
9,392 SF
s
125'
lo
137 1 e =
1 IN h
7
10,453 SF g
11
10,711 SF iC
155 1.257 SF 107'
12 m 10
8,285 SF N ^ 15,777 SF
J
91483 SF �n1
b 139 - BE Y \
12C 2,874 SF
IY/WAMSKENNETHA
S1128438500
65'
9
27.687 SF
RW 1
ml
s
6,949 SF
m
I
148' _ _1 W
\N89°19'5 26
RU ETT
PCRAI
RV
571284364103a4lO
?AIW10
A
SE1/16 S28
CABRERA HILARIA
FAMILY TRUST
S1128449300
VICINITY MAP
SCALE. NTS
i r - - - -
L
PHASE 1
RA ZONING 1
I �
JPHASE 2 � tt PHASE 3 1
R-4ZONING R-8 ZONING
0
'1
PHASING & ZONING KEYMAP
SCALE. N T.S
CURVE TABLE
LINE TABLE
LINE
BEARING
DISTANCE
L7
N4IW41-W
38.71'
CURVE TABLE
CURVE
RADIUS
LENGTH
DELTA
BEARING
CHORD
Cl
80.0&
103.47
74'06'00'
S52`20'1TE
96.40'
C2
255.00'
71.28'
16°00'57'
S39°05.53"E
71.W
C3
175.00'
69.33'
22'42'00'
S40'4641'E
68.88'
C4
RC5
225.00'49.70'
N
12'39'20"
S23 -10-16-E
49.6&
>
165.00'
71.18'
24°43'04'
N29'12'099N
70.63'
LEGEND
- - - -
SUBDIVISION BOUNDARY
RAW
RIGHT -OF -WAV
- - - - - - -
EASEMENT
-
ROAD CENTERLINE
- - - - _ _
- - - - _
PHASE LINE
1
RESIDENTIAL LOT NUMBER
iC
COMMON LOT NUMBER
BLOCK NUMBER
•O
FOUND 518' REBAR
•
FOUND 112' REBAR
O
FOUND 1" PIPE
❑
CALCULATED POINT
ROB O'MALLEY
IDAHO NO. 13765
OF
N 0
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2
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ATTENTION:
0 112 1
IF THIS BAR DOES NOTMEASURE
V ON 22x34 SHEET or 112" ON
11x17 SHEET, THEN DRAWING IS
NOT TO SCALE
DATE: September 2018
PROJECT: 180031
SHEET:
C0.1
2'
3"ROLLEDCURB
AND GUTTER
1n
W
W
2
(D
Z
W
O
H
00
0
N
AND GUTTER _ _-..._..____.._.._._
SIDEWALK (TYP.)
COLLECTOR STREET SECTION n
SCALE:NTS 1
2% SLOPE
L
LOCAL STREET SECTION n
SCALE: NTS
%z
5"ATTACHED CONCRETE
2-
2% SLOPE
'
2%SLOPE 1 2% SLOPE
611
SIDEWALK (fYP.) 3" ROLLED CURB-/ �" CE i, rte. d7J7; 5' ATTACHED CONCRETE
AND GUTTER SIDEWALK (TVP.)
LOCAL REDUCED -WIDTH STREET SECTION p
SCALE: NTS 3
TOP TOP tOP
SEE SHEET C1.2
0 30 80 120 180
SCALE. I'm 60'
NOTES
1. REFER TO LANDSCAPE PLAN FOR MORE INFORMATION ON S1TE AMENITIES.
2. STORM DRAINAGE FACILITIES WILL CONSIST OF A COMBINATION OF
UNDERGROUND SEEPAGE BEDS AND SHALLOW SURFACE SWALES. SMALL
STORM EVENTS AND NUISANCE WATER WILL BE RETAINED IN SEEPAGE
BEDS. LARGER STORM EVENTS WILL OVERFLOW THE SEEPAGE BEDS AND BE
CAPTURED IN SURFACE SWALES. THE SWALES WILL BE V - Y DEEP MAX. AND
HAVE VERY GRADUAL SIDE SLOPES IN ORDER TO MAINTAIN USABILITY OF
OPEN SPACES.
3. EXISTING BRIDGE ON BOTT LANE TO REMAIN IN PLACE UNTIL
CONSTRUCTION OF NEW BRIDGE AND BOTT LANE ROADWAY IMPROVEMENTS
ARE COMPLETE.
E BOTT LN. — -- - -
N
LEGEND
OLL
— —
SUBDIVISION BOUNDARY
RIGHT -OF -WAV
— — —
— — EASEMENT
SS(8")>
SEWER LINE
W(B')
WATER LINE
SD>
STORM DRAIN LINE
PI(6')
PRESSURE IRRIGATION LINE
GIRR>
GRAVITY IRRIGATION LINE
..........
PHASE LINE
®
SEWER MANHOLE
®
STORM DRAIN MANHOLE
®
CATCH BASIN
O O
SAND AND GREASE TRAP
m
GRAVITY IRRIGATION BOX
n
STREET LIGHT
—�
OVERLAND FLOW ARROW
1
RESIDENTIAL LOT NUMBER
iC
COMMON LOT NUMBER
0 30 80 120 180
SCALE. I'm 60'
NOTES
1. REFER TO LANDSCAPE PLAN FOR MORE INFORMATION ON S1TE AMENITIES.
2. STORM DRAINAGE FACILITIES WILL CONSIST OF A COMBINATION OF
UNDERGROUND SEEPAGE BEDS AND SHALLOW SURFACE SWALES. SMALL
STORM EVENTS AND NUISANCE WATER WILL BE RETAINED IN SEEPAGE
BEDS. LARGER STORM EVENTS WILL OVERFLOW THE SEEPAGE BEDS AND BE
CAPTURED IN SURFACE SWALES. THE SWALES WILL BE V - Y DEEP MAX. AND
HAVE VERY GRADUAL SIDE SLOPES IN ORDER TO MAINTAIN USABILITY OF
OPEN SPACES.
3. EXISTING BRIDGE ON BOTT LANE TO REMAIN IN PLACE UNTIL
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PROJECT: 180031
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DATE: Sepl.ber2018
PROJECT: 180031
SHEET:
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0 30 60 120 180
SCALE: 1'= 60'
NOTES
1. REFER TO LANDSCAPE PLAN FOR MORE INFORMATION ON SITE AMENITIES.
2. STORM DRAINAGE FACILITIES WILL CONSIST OF A COMBINATION OF
UNDERGROUND SEEPAGE BEDS AND SHALLOW SURFACE SWALES. SMALL
STORM EVENT'S AND NUISANCE WATER WILL BE RETAINED IN SEEPAGE
BEDS. LARGER STORM EVENTS WILL OVERFLOW THE SEEPAGE BEDS AND BE
CAPTURED IN SURFACE SWALES. THE SWALES WILL BE l'- 2- DEEP MAX. AND
HAVE VERY GRADUAL SIDE SLOPES IN ORDER TO MAINTAIN USABILITY OF
OPEN SPACES.
3. NEW PUMP STATION TO BE OWNED AND MAINTAINED BY NEW YORK
IRRIGATION DISTRICT. OVERFLOW FROM PUMP STATION WILL BE CONVEYED
THROUGH GRAVITY IRRIGATION PIPING IN THE ADJACENT SHELBURNE
SUBDIVISION NO. 2.
4. THE EXISTING HEADGATE ON THE TENMILE FEEDER CANAL SERVES THE
PROJECT PROPERTY AND TWO ADJACENT PROPERTIES TO THE SOUTH. THE
EXISTING WEIR BOX WILL BE RECONSTRUCTED IN ORDER TO MAINTAIN
SERVICE TO ADJACENT PROPERTIES AS WELL AS PROVIDE A GRAVITY LINE
TO THE PROPOSED PUMP STATION.
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\ fi IF THIS BARDOES 4 SHEET o MEASURE
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11x77 SHEET, THEN DRAWING IS
NOT TO SCALE
DATE: September 2018
PROJECT: 780031
SHEET:
C1.2
LEGEND
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RIGHT -0F -WAY
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0 30 60 120 180
SCALE: 1'= 60'
NOTES
1. REFER TO LANDSCAPE PLAN FOR MORE INFORMATION ON SITE AMENITIES.
2. STORM DRAINAGE FACILITIES WILL CONSIST OF A COMBINATION OF
UNDERGROUND SEEPAGE BEDS AND SHALLOW SURFACE SWALES. SMALL
STORM EVENT'S AND NUISANCE WATER WILL BE RETAINED IN SEEPAGE
BEDS. LARGER STORM EVENTS WILL OVERFLOW THE SEEPAGE BEDS AND BE
CAPTURED IN SURFACE SWALES. THE SWALES WILL BE l'- 2- DEEP MAX. AND
HAVE VERY GRADUAL SIDE SLOPES IN ORDER TO MAINTAIN USABILITY OF
OPEN SPACES.
3. NEW PUMP STATION TO BE OWNED AND MAINTAINED BY NEW YORK
IRRIGATION DISTRICT. OVERFLOW FROM PUMP STATION WILL BE CONVEYED
THROUGH GRAVITY IRRIGATION PIPING IN THE ADJACENT SHELBURNE
SUBDIVISION NO. 2.
4. THE EXISTING HEADGATE ON THE TENMILE FEEDER CANAL SERVES THE
PROJECT PROPERTY AND TWO ADJACENT PROPERTIES TO THE SOUTH. THE
EXISTING WEIR BOX WILL BE RECONSTRUCTED IN ORDER TO MAINTAIN
SERVICE TO ADJACENT PROPERTIES AS WELL AS PROVIDE A GRAVITY LINE
TO THE PROPOSED PUMP STATION.
` A `��Y�c
�• CARP
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\ fi IF THIS BARDOES 4 SHEET o MEASURE
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DATE: September 2018
PROJECT: 780031
SHEET:
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ATTENTION:
0 112 1
IF THIS BAR BAR DO® SURE
1' ON 22x34 SHEET or 1/2' ON
11x17 SHEET, THEN DRAWING IS
NOT TO SCALE
DATE: September 2018
PROJECT: 180031
SHEET:
C2.1
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0 112 1
IF THIS BAR BAR DO® SURE
1' ON 22x34 SHEET or 1/2' ON
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DATE: September 2018
PROJECT: 180031
SHEET:
C2.1
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NOTES
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2. EXISTING WATER WELLS TO BE REMOVED PER IDWR STANDARDS, UNLESS
OTHERWISE NOTED.
0 30 80 120 180
SCALE: 1'=80'
OVERHEAD POWER TO
BE RELOCATED
--- 1------ ----
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PACEL NO.51128438588 PACEL NO. 57128438500
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— — — — —
SUBDIVISION BOUNDARY
4/
EXISTING WATER WELL
O
ROAD RIGHT-OF-WAY
c O
EXISTING POWER POLE
TOE
EXISTING TOE OF DITCH
wv
x
EXISTING WATER VALVE
TOB
EXISTING TOP OF BANK
A
EXISTING SEPTIC
EG
EXISTING EDGE OF GRAVEL
----2580
EXISTING MAJOR CONTOUR
w
WW
_ _ /
Lu
IR
EXISTING GRAVITY IRRIGATION LINE
_ — 25
EXISTING MINOR CONTOUR
yO
W
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8 — —
W O
6
OHP
EXISTING OVERHEAD POWER
I
I
W
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/
/
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EP
EXISTING EDGE OF PAVEMENT
L ' 1
EXISTING DECIDUOUS TREE
X X X
EXISTING FENCE
�z
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vi
oa
M E M E NINI N INE E N E E N
PHASE LINE
EXISTING CONIFEROUS TREE
— — —
SECTION LINE
w
mo
2
m
g
EXISTING GRAVEL DRIVE
I•
EXISTING STRUCTURE
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LD
EXISTING ASPHALT DRIVE
OVERLAND FLOW ARROW
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EXISTING INTERMOUNTAIN
/ 10.00" GAS EASEMENT TO BE W
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E BOTT LN.
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i
/
NOTES
1. EXISTING SEPTIC TO BE REMOVED PER IDAPA STANDARDS, UNLESS
OTHERWISE NOTED.
2. EXISTING WATER WELLS TO BE REMOVED PER IDWR STANDARDS, UNLESS
OTHERWISE NOTED.
0 30 80 120 180
SCALE: 1'=80'
OVERHEAD POWER TO
BE RELOCATED
--- 1------ ----
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ATTENTION:
0 112 1
--_—__
" IF THIS BAR DOES NOT MEASURE
P ON 22x34 SHEET or 1/2' ON
ttx17 SHEET, THEN DRAWING IS
NOT TO SCALE
DATE: Seplember 2018
PROJECT: 180031
SHEET:
C^/
L.L
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ATTENTION:
0 112 1
--_—__
" IF THIS BAR DOES NOT MEASURE
P ON 22x34 SHEET or 1/2' ON
ttx17 SHEET, THEN DRAWING IS
NOT TO SCALE
DATE: Seplember 2018
PROJECT: 180031
SHEET:
C^/
L.L