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BARRICADE
12"W 2 "' 12"W
!M=2562,411'
FVC INV=2558,68"
0
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eas-sea, wrana, S.sV as f�ae ftlM'iiii ea.nLv
RIM=2565.62'
Z) tIJ
° Q SANITARY SEWER MANHOLE
o RIM=2566.14'
0
SYMBOLS: EXISTING SANITARY SEWER MANHOLE
INSTALL SANITARY SEWER MANHOLE
f........................ ..... ._.... __._... _.... ........................ ...... .............. w_�
EXISTING GRAVITY IRRIGATION
INSTALL GRAVITY IRRIGATION
0 EXISTING VALVE
_._.___.___.._,,,,,,,,,,,,,,,,,,_....._..._W_........._............_...........__......_.__.__._____...._._._.....__.__
(9 INSTALL WATER VALVE
..._.w.........._..............................................
_................._....____._.._...._.....__..._._.
INSTALL IRRIGATION VALVE
EXISTING WATER METER
Q INSTALL WATER METER
_„,._.....__a_w.._w...__.a..._............._._...__..�_ �,..w....._..._... _............... _...... _.___........ ....... ..................... __._...._...
EXISTING BLOW—OFF VALVE
INSTALL BLOW—OFF VALVE
EXISTING FIRE HYDRANT
INSTALL FIRE HYDRANT
STORM WATER FLOW
_ ......... ........ .................. ......
............_,_...._.._...._._..__...........__......_____._....___ ,m _a, �m_._,__.._._..._....._._...__._.._.,.....,._,_.__..._..._.......__._...
INSTALL STREET LIGHT
EXISTING IRRIGATION PUMP—OUT
VICINITY MAPupINSTALL IRRIGATION PUMP—OUT
SCALE 1 "=500' EXISTING CATCH BASIN INLET
CONSTRUCT CATCH BASIN INLET
CONSTRUCT PEDESTIAN RAMP
SITE MAR E
TOTAL ACREAGE --- 4.62± AC
TOTAL LOTS — 52
RESIDENTIAL LOTS — 44
COMMON LOTS — 8
OPEN SPACE AREA — 42,575 sq.ft. = 21.15%
QUALIFIED OPEN SPACE — 34852.5 sq.ft. = 12.35%
PRIVATE ROAD AREA — 37,055 sq.ft. = 18,41
DENSITY LOT PER ACRE = 9.52 UNITS/AC
52
TEST HOLE W/ PERCOLATION TEST
3187 SF
�_.....
1
TEST HOLE
80.8'
.,_...._.
w....._........._........._,......__
................__,,...,.............._....,....._w__..........,._................
CONSTRUCT CURB & GUTTER
m
4 w
WITHIN MCMILLAN ROAD VIA PROPOSED MAIN STUBBED BY OTHERS.
SF
a
w...2945
3. WATER SYSTEM WILL INTERCONNECT WITH THE CITY WATER SYSTEM WITHIN
.....
INSTALL STREET SIGN
90.0'
MCMILLAN ROAD VIA PROPOSED MAIN STUBBED BY OTHERS.
7�1
INSTALL 2—PARTY MAILBOX
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2520 SF
,....,......................_.....,...,,.....n.,.me...,..,,e.m,®,.,,,,.,.,..,.,.,®.m.e,..,...,,,,,,,_,,,,.,,_,.,......ne..e..n.,...........e...e.e.,,
EXISTING TREE
0.06
4. IRRIGATION WATER WILL BE SUPPLIED BY SETTLERS IRRIGATION DISTRICT VIA
90.0' j
_. ___ _
w,.,.,...._._.__..._..........._...._._....__. _......__ ._.�.....w._.
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�
2520 SF
EXISTING UTILITY POLE W/ GUY WIRE
EXISTING STORM DRAIN
90.0'
_ .,,...... ..
_..____...................__.__.__.._._......._,__,___..
AND A 10' UTILITY EASEMENT ON THE BOUNDARY,
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a
.......
2520 SF
-
0.06
EXISTING WATER MAIN
90.0'
............................
.._w......_... ... _m____- ---------- ___
a
ui
2520 SF
INSTALL WATER MAIN
0.06
__.................._._.�
46
_...........,._,...__.,...,......__...
3058 SF
----------------
0.07
INSTALL WATER SERVICE
89.1'
0
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RIM=2565.62'
Z) tIJ
° Q SANITARY SEWER MANHOLE
o RIM=2566.14'
0
SYMBOLS: EXISTING SANITARY SEWER MANHOLE
INSTALL SANITARY SEWER MANHOLE
f........................ ..... ._.... __._... _.... ........................ ...... .............. w_�
EXISTING GRAVITY IRRIGATION
INSTALL GRAVITY IRRIGATION
0 EXISTING VALVE
_._.___.___.._,,,,,,,,,,,,,,,,,,_....._..._W_........._............_...........__......_.__.__._____...._._._.....__.__
(9 INSTALL WATER VALVE
..._.w.........._..............................................
_................._....____._.._...._.....__..._._.
INSTALL IRRIGATION VALVE
EXISTING WATER METER
Q INSTALL WATER METER
_„,._.....__a_w.._w...__.a..._............._._...__..�_ �,..w....._..._... _............... _...... _.___........ ....... ..................... __._...._...
EXISTING BLOW—OFF VALVE
INSTALL BLOW—OFF VALVE
EXISTING FIRE HYDRANT
INSTALL FIRE HYDRANT
STORM WATER FLOW
_ ......... ........ .................. ......
............_,_...._.._...._._..__...........__......_____._....___ ,m _a, �m_._,__.._._..._....._._...__._.._.,.....,._,_.__..._..._.......__._...
INSTALL STREET LIGHT
EXISTING IRRIGATION PUMP—OUT
VICINITY MAPupINSTALL IRRIGATION PUMP—OUT
SCALE 1 "=500' EXISTING CATCH BASIN INLET
CONSTRUCT CATCH BASIN INLET
CONSTRUCT PEDESTIAN RAMP
SITE MAR E
TOTAL ACREAGE --- 4.62± AC
TOTAL LOTS — 52
RESIDENTIAL LOTS — 44
COMMON LOTS — 8
OPEN SPACE AREA — 42,575 sq.ft. = 21.15%
QUALIFIED OPEN SPACE — 34852.5 sq.ft. = 12.35%
PRIVATE ROAD AREA — 37,055 sq.ft. = 18,41
DENSITY LOT PER ACRE = 9.52 UNITS/AC
NOTES:
1 P '
TEST HOLE W/ PERCOLATION TEST
t
1. CURRENT ZONING CLASSIFICATION: R-4 (MEDIUM LOW DENSITY RESIDENTIAL).
1
TEST HOLE
m
4
w....._........._........._,......__
................__,,...,.............._....,....._w__..........,._................
CONSTRUCT CURB & GUTTER
m
4 w
WITHIN MCMILLAN ROAD VIA PROPOSED MAIN STUBBED BY OTHERS.
——
INSTALL STOP SIGN
3. WATER SYSTEM WILL INTERCONNECT WITH THE CITY WATER SYSTEM WITHIN
.....
INSTALL STREET SIGN
EXISTING SANITARY SEWER
MCMILLAN ROAD VIA PROPOSED MAIN STUBBED BY OTHERS.
INSTALL 2—PARTY MAILBOX
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'f b_............
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EXISTING TREE
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4. IRRIGATION WATER WILL BE SUPPLIED BY SETTLERS IRRIGATION DISTRICT VIA
_. ___ _
w,.,.,...._._.__..._..........._...._._....__. _......__ ._.�.....w._.
THE EXISTING LOCHSA PUMP STATION.
EXISTING UTILITY POLE
INSTALL SEWER SERVICE
5. ALL LOTS HAVE A 5 FOOT UTILITY EASEMENT ON THE SIDES, A 10 FOOT
EXISTING UTILITY POLE W/ GUY WIRE
NOTES:
LIN ETYP ES.*
04
1. CURRENT ZONING CLASSIFICATION: R-4 (MEDIUM LOW DENSITY RESIDENTIAL).
:": -------- 3
EXISTING CURB & GUTTER
2. SANITARY SEWER SYSTEM WILL INTERCONNECT WITH THE CITY SEWER SYSTEM
4
w....._........._........._,......__
................__,,...,.............._....,....._w__..........,._................
CONSTRUCT CURB & GUTTER
!
WITHIN MCMILLAN ROAD VIA PROPOSED MAIN STUBBED BY OTHERS.
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3. WATER SYSTEM WILL INTERCONNECT WITH THE CITY WATER SYSTEM WITHIN
.....
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EXISTING SANITARY SEWER
MCMILLAN ROAD VIA PROPOSED MAIN STUBBED BY OTHERS.
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INSTALL SANITARY SEWER MAIN
4. IRRIGATION WATER WILL BE SUPPLIED BY SETTLERS IRRIGATION DISTRICT VIA
_. ___ _
w,.,.,...._._.__..._..........._...._._....__. _......__ ._.�.....w._.
THE EXISTING LOCHSA PUMP STATION.
INSTALL SEWER SERVICE
5. ALL LOTS HAVE A 5 FOOT UTILITY EASEMENT ON THE SIDES, A 10 FOOT
EXISTING STORM DRAIN
UTILITY EASEMENT IN THE REAR, A 10 FOOT UTILITY EASEMENT IN THE FRONT
_ .,,...... ..
_..____...................__.__.__.._._......._,__,___..
AND A 10' UTILITY EASEMENT ON THE BOUNDARY,
" xa� SD (
INSTALL STORM DRAIN MAIN
6. LOTS 1, 11, 16, 17, 20, 27, 37, AND 38 ARE COMMON LOTS TO BE OWNED
_x" .x'°krt._._ I
EXISTING WATER MAIN
AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
............................
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7. THERE ARE NO TRAFFIC IMPACT STUDIES REQUIRED BY ADA COUNTY HIGHWAY
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INSTALL WATER MAIN
DISTRICT.
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_...........,._,...__.,...,......__...
----------------
INSTALL WATER SERVICE
8. LOTS 12, 13, 14, 15, 23, 24, 25, AND 26 WILL BE ACCESSED BY A SHAREDw_._..._.....,,._....._,,,...,..._.__„____.,,,..,,._
DRIVEWAY.
EXISTING PRESSURE IRRI.
9. THIS SUBDIVISION IS LABELED "ZONE X” AREA OF MINIMAL FLOOD HAZARD ON
X" PI
INSTALL PRESSURE IRRI, MAIN
FIRM PANEL 16001CO143H.
_._. _
EXISTING GRAVITY IRRIGATION
- GI
INSTALL GRAVITY IRRI, MAIN
LOT LINE
BOUNDARY/PHASE LINE
— — f
CENTER LINE
34.0'
EASEMENT UNE
---2547-
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EXISTING CONTOUR
5.0 24.0' (BACK TO BACK) 5.0'
__.... 2 :: _............
FINISH GRADE CONTOUR
12.0' 12.0'
a.,.....EXISTING„
EDGE OF PAVEMENT
EXISTING OVERHEAD POWER
— _—F,
EXISTING FIBER OPTICS
1.75%
2%
2%
1.75
EXISTING TELEPHONE
ROLLEDABBREVIATIONS:
2Y2" ASPHALT
714'
PAVEMENT ANDCUR
BRG
BEARING
MJ = MECHANICAL JOINT
4" 3!" MINUS GuiiER
w..�.....r,.,.__.
—..,.__..___.._........_..._.__......., �._._
CENTER LINE
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NF = NEAR FACE
PIT RUN
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_ ___.a — __.._,_,._._._.._...__.— ._._____
DOCAL T3= SEQIIQNf......
CLR
CLEAR
OP = OVERHEAD POWER
—NTS—
EG
____..___._..._.........._._......__...._..
EDGE OF GRAVEL
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,_.._,...____�.._...._.__. _._
OPP , OPPOSITE
EL
ELEVATION
P/Ll PROPERTY LINE
24.0'
EP
.........._......__._.........,,__._.___ �.,._�_.._.....m___.
1 EDGE OF PAVEMENT
�. ..._...........m,_„ m_.._,_..
PC I POINT OF CURVE
�_,_,,,,,,_,,,._.m_.._,._,__��.aan„m.,,.,,.__.
12.0' 12.0'
FF
FAR FACE
PI ; PRESSURE IRRIGAT&
FG
FINISHED GRADE
PT POINT OF TANGENT
FL
= FLOW LINE
S SANITARY SEWER
--�
EX
EXISTING
SD I STORM DRAIN
ME
,,,,,,,,,,,,,,,,,,,_...___,,,...___.,,,,,,,,,,,_,,,,„,_,,,,,,,,,,,,,,,_..._._,..._
MATCH EXISTING
STA, I STATION
2” ASPHALT
AVEMENT
714”
G.B.
GRADE BREAK
TBC TOP BACK CURB
MINUS
GI
GRAVITY IRRIGATION
TEL TELEPHONE UTILITY
UN....___
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INV
INVERT
TYP. TYPICAL
TYPQL HARE LSI Y E_TlQ
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—NTS—
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RIGHT
UV € WATER
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TO DE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 91 '
OF LEAVITTc ASSOCIATES ENGINEERS, INC.
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THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES \
2+00
3-00
ENGINEERS, IMC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number:
TO DE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 91 '
OF LEAVITTc ASSOCIATES ENGINEERS, INC.
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2+00
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ENGINEERS, IMC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number:
TO DE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 91 '
OF LEAVITTc ASSOCIATES ENGINEERS, INC.