HomeMy WebLinkAboutCC - Pre PlatSITE DATA
DEVELOPER
FIG VILLAGE AT PARKSIDE, LLC
JAMES DOOLIN
4685 S HIGHLAND DRIVE #202
SALT LAKE CITY, UT 84117
(801)649-3519
OWNER
2FP LLC
1002 N. HAPPY VALLEY RD
NAMPA, ID 83689
JOHN CARPENTER, PE
332 N. BROADMORE WAY SUITE 101
NAMPA, ID 83687
(208) 442-6300
ROB OWALLEY, PLS
332 N. BROADMORE WAY SUITE 101
NAMPA, ID 83687
(208) 442-6300
ACREAGE SUMMARY
TOTAL = 18.18 AC
OPEN SPACE REQUIRED = 3.70 AC
OPEN SPACE PROVIDED = 6.40 AC
CURRENT: RUT
PROPOSED: R -15 -MEDIUM-HIGH DENSITY
RESIDENTIAL
ROADWAY JURISDICTION
ADA COUNTY HIGHWAY DISTRICT
SEWER AND WATER PROVIDER
CITY OF MERIDIAN SEWER AND WATER
FIRE DISTRICT
MERIDIAN FIRE DISTRICT
IRRIGATION DISTRICT
NAMPA MERIDIAN IRRIGATION
1. COMMON LOTS 5C, BLOCK 1; 19C, BLOCK 2; AND COMMON LOT 46C, BLOCK 3 AND
THE AREA OUTSIDE OF BUILDING ENVELOPE ARE TO BE MAINTAINED BY THE
ENTRATA FARMS HOMEOWNERS' ASSOCIATION.
2. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN A PUBLISHED FLOOD ZONE.
3. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO
FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION OR AN APPURTENANCE
TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED
CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES
AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN
THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN,
PROVIDED, THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER
A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY
AGRICULTURAL OPERATION OR APPURTENANCE TO IT."
4. THIS PROPERTY IS PROVIDED IRRIGATION SERVICES BY NAMPA MERIDIAN
IRRIGATION DISTRICT, AND THE OWNER HAS COMPLIED WITH THE IDAHO CODE,
SECTION 31-3805 AS IT PERTAINS TO IRRIGATION WATER. THE PROJECT WILL TIE
INTO THE EXISTING PRESSURE IRRIGATION SYSTEM AT THE CONNECTION TO W.
PERUGIA STREET. ALL IRRIGATION MAIN AND SERVICES WITHIN THE PROPERTY
BOUNDARY SHALL BE PRIVATE AND WILL BE OWNED BY THE ENTRATA FARMS
HOMEWONERS' ASSOCIATION.
5. STREET DRAINAGE WILL BE ROUTED IN CURB AND GUTTER TO THE STORM SYSTEM.
STORM DRAINAGE WILL BE DESIGNED IN ACCORDANCE WITH THE CATALOG OF
STORM WATER BEST MANAGEMENT PRACTICES FOR IDAHO CITIES AND COUNTIES
AND THE ADA COUNTY HIGHWAY DISTRICT.
6. DIRECT LOT ACCESS TO FRANKLIN ROAD, W. PERUGIA STREET AND ENTRATA WAY
IS PROHIBITED FOR RESIDENTIAL LOTS.
PRELIMINARY PLAT FOR
ENTRATA FARMS SUBDIVISION
A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10
TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN
ADA COUNTY, IDAHO
SHEET INDEX
1 - TITLE SHEET
2- NATURAL FEATURES
3 - LOT DIMENSIONS
4 - SITE PLAN
2018
0 50 100 200 300
♦ SOA PHASE III, LLC a=a
�7, 3800 PERUGIA ST ;r
MERIDIAN, ID 83642 •f - - r - ow
`9+, ♦♦99 80619510400 l''• ' -ri _--a Ems`
W
400 Cly
SOA PHASE II, LLC1
* k 3800 PERUGIA ST
45 I �` MERIDIAN, ID 83642 �.
_ R0619510300
LL
GLEN NEWKIRK r'
FAMILY TRUST
4250 W. FRANKLIN RD -44—
MERIDIAN, ID 83642 I
S1210346801 .f
STREET L
PRIVATES - \ �� ► �� r 's
\ �j
41 142
EMERGENCY PHASE 2 38 •• !I r
' i
CONNECTION FOR I-�:°•� �--
FUTURE U) �y SOA PHASE I, LLC ^ r
DEVELOPMENT 37 *" y, <�, ' 3800 PERUGIA ST
v MERIDIAN, ID 83642 ;/
40 39 I R0619510100
I- - STREET I _ _ I - ? F 'A--,
—I (PRIVATE)
\\ •' t�
31 32 �' 33 34 35 36 °v f
1 ILI
KENNEDY LATERAL rkT l H r
♦ Goa
\ ,a
30 29 1 28 27 26 25 �, ` e
STREET G
PRIVATE) - - �. * \
Lq
♦ ��
LO 18 19 20 21 22 23
°O 10 f`
wto
co '•
w NAMPA MERIDIAN IRRIGATION DISTRICT
CD 17 (j \ W. PERUGIA STREET --'
z 16 15 14 13 12 11 ii:9 ♦ MERIDIAN, ID 83642
♦ R8778730030
_ STREET E
(PRIV-AMj-
i7ki 7 ♦
:.....
TOT -1 3 F _ STREET D
LOT - /
� PRIVA j
LL
•� 3
FITNESS POOL
STATION
LEGEND
— - - - - - -
- - — SUBDIVISION BOUNDARY
R1W RNV
ROAD RIGHT-OF-WAY
85 8.5
PROPOSED SEWER LINE
W W
PROPOSED WATER LINE
SD so
PROPOSED STORM DRAIN LINE
Pi Pi
PROPOSED PRESSURE IRRIGATION LINE
R IR
PROPOSED GRAVITY IRRIGATION LINE
— x — x — x — x — x —
x — PROPOSED FENCE
Qs
PROPOSED SEWER MANHOLE
so
PROPOSED STORM DRAIN MANHOLE
® ®
PROPOSED CATCH BASIN/AREA INLET
LIMITED PARTNERSHIP
PROPOSED CONCRETE
I
PROPOSED ASPHALT
4 3
PROPOSED SEEPAGE BED
SITE DATA
DEVELOPER
FIG VILLAGE AT PARKSIDE, LLC
JAMES DOOLIN
4685 S HIGHLAND DRIVE #202
SALT LAKE CITY, UT 84117
(801)649-3519
OWNER
2FP LLC
1002 N. HAPPY VALLEY RD
NAMPA, ID 83689
JOHN CARPENTER, PE
332 N. BROADMORE WAY SUITE 101
NAMPA, ID 83687
(208) 442-6300
ROB OWALLEY, PLS
332 N. BROADMORE WAY SUITE 101
NAMPA, ID 83687
(208) 442-6300
ACREAGE SUMMARY
TOTAL = 18.18 AC
OPEN SPACE REQUIRED = 3.70 AC
OPEN SPACE PROVIDED = 6.40 AC
CURRENT: RUT
PROPOSED: R -15 -MEDIUM-HIGH DENSITY
RESIDENTIAL
ROADWAY JURISDICTION
ADA COUNTY HIGHWAY DISTRICT
SEWER AND WATER PROVIDER
CITY OF MERIDIAN SEWER AND WATER
FIRE DISTRICT
MERIDIAN FIRE DISTRICT
IRRIGATION DISTRICT
NAMPA MERIDIAN IRRIGATION
1. COMMON LOTS 5C, BLOCK 1; 19C, BLOCK 2; AND COMMON LOT 46C, BLOCK 3 AND
THE AREA OUTSIDE OF BUILDING ENVELOPE ARE TO BE MAINTAINED BY THE
ENTRATA FARMS HOMEOWNERS' ASSOCIATION.
2. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN A PUBLISHED FLOOD ZONE.
3. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO
FARM ACT, WHICH STATES: "NO AGRICULTURAL OPERATION OR AN APPURTENANCE
TO IT SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED
CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES
AFTER THE SAME HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN
THE OPERATION WAS NOT A NUISANCE AT THE TIME THE OPERATION BEGAN,
PROVIDED, THAT THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER
A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY
AGRICULTURAL OPERATION OR APPURTENANCE TO IT."
4. THIS PROPERTY IS PROVIDED IRRIGATION SERVICES BY NAMPA MERIDIAN
IRRIGATION DISTRICT, AND THE OWNER HAS COMPLIED WITH THE IDAHO CODE,
SECTION 31-3805 AS IT PERTAINS TO IRRIGATION WATER. THE PROJECT WILL TIE
INTO THE EXISTING PRESSURE IRRIGATION SYSTEM AT THE CONNECTION TO W.
PERUGIA STREET. ALL IRRIGATION MAIN AND SERVICES WITHIN THE PROPERTY
BOUNDARY SHALL BE PRIVATE AND WILL BE OWNED BY THE ENTRATA FARMS
HOMEWONERS' ASSOCIATION.
5. STREET DRAINAGE WILL BE ROUTED IN CURB AND GUTTER TO THE STORM SYSTEM.
STORM DRAINAGE WILL BE DESIGNED IN ACCORDANCE WITH THE CATALOG OF
STORM WATER BEST MANAGEMENT PRACTICES FOR IDAHO CITIES AND COUNTIES
AND THE ADA COUNTY HIGHWAY DISTRICT.
6. DIRECT LOT ACCESS TO FRANKLIN ROAD, W. PERUGIA STREET AND ENTRATA WAY
IS PROHIBITED FOR RESIDENTIAL LOTS.
PRELIMINARY PLAT FOR
ENTRATA FARMS SUBDIVISION
A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10
TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN
ADA COUNTY, IDAHO
SHEET INDEX
1 - TITLE SHEET
2- NATURAL FEATURES
3 - LOT DIMENSIONS
4 - SITE PLAN
2018
0 50 100 200 300
♦ SOA PHASE III, LLC a=a
�7, 3800 PERUGIA ST ;r
MERIDIAN, ID 83642 •f - - r - ow
`9+, ♦♦99 80619510400 l''• ' -ri _--a Ems`
W
400 Cly
SOA PHASE II, LLC1
* k 3800 PERUGIA ST
45 I �` MERIDIAN, ID 83642 �.
_ R0619510300
LL
GLEN NEWKIRK r'
FAMILY TRUST
4250 W. FRANKLIN RD -44—
MERIDIAN, ID 83642 I
S1210346801 .f
STREET L
PRIVATES - \ �� ► �� r 's
\ �j
41 142
EMERGENCY PHASE 2 38 •• !I r
' i
CONNECTION FOR I-�:°•� �--
FUTURE U) �y SOA PHASE I, LLC ^ r
DEVELOPMENT 37 *" y, <�, ' 3800 PERUGIA ST
v MERIDIAN, ID 83642 ;/
40 39 I R0619510100
I- - STREET I _ _ I - ? F 'A--,
—I (PRIVATE)
\\ •' t�
31 32 �' 33 34 35 36 °v f
1 ILI
KENNEDY LATERAL rkT l H r
♦ Goa
\ ,a
30 29 1 28 27 26 25 �, ` e
STREET G
PRIVATE) - - �. * \
Lq
♦ ��
LO 18 19 20 21 22 23
°O 10 f`
wto
co '•
w NAMPA MERIDIAN IRRIGATION DISTRICT
CD 17 (j \ W. PERUGIA STREET --'
z 16 15 14 13 12 11 ii:9 ♦ MERIDIAN, ID 83642
♦ R8778730030
_ STREET E
(PRIV-AMj-
i7ki 7 ♦
:.....
TOT -1 3 F _ STREET D
LOT - /
� PRIVA j
LL
•� 3
FITNESS POOL
STATION
OPEN PLAY co
AREA j
4 II
PHASE 1
_PERUGIA STREET I _
(PUBLIC) I
m omm
I11111111111111!' '!il
��, I,�,�,�■
LOT TYPE
I .I1
OPEN PLAY
AREA
�-/,� �I,,�,I,��
DRIVEWAY PARKING
.I1'
111111.
II ■I,,�,I,�■'�
5C
254
I
0
75
TOTAL PARKING
i
603
TOTAL STALLS PER UNIT
CHRISTIANSEN FAMILY
2.5
BIKE PARKING
19
36
j
LIMITED PARTNERSHIP
PROPOSED DENSITY
I
Lu
°
4 3
�
ZD
W. FRANKLIN RD
W
U
C) O
MERIDIAN, ID 83642
s
Q=
Q
a
I
S1210346905�
113
LU
a
g
(D
Z 0-
S(PRIVATEA
Z
N
N Z
W
(D
M Q
CO Z
v U
U)
JAMES R CLOSSON JR.
Q
Q
.
Q
4110 W. FRANKLIN RD
❑
U
Z
Z U
LL
MERIDIAN, ID 83642
p
a LLO
1 2
Q? U
S1210347003
Q;'m
❑
0 ❑.
�a
LL
1
Z.
N89015'36"W 221.86'
ACHD
RIGHT -TURN LANE PER
OPEN PLAY co
AREA j
4 II
PHASE 1
_PERUGIA STREET I _
(PUBLIC) I
m omm
I11111111111111!' '!il
��, I,�,�,�■
LOT TYPE
I .I1
111111.
�-/,� �I,,�,I,��
DRIVEWAY PARKING
.I1'
111111.
II ■I,,�,I,�■'�
238
254
PARKING STALLS - GUEST
0
75
TOTAL PARKING
i
603
TOTAL STALLS PER UNIT
2.0
2.5
N89015'22"W 924.10' — --
- --------------------- 52.5-
q W. FRANKLIN LOAD - �L
ENDURANCE HOLDINGS, LLC
3935 W. FRANKLIN ROAD
MERIDIAN, ID 83642
S1215120810
EMERGENCY ACCESS
A
Q
O
Q
U BARAYA SUB. 1
Q` (R-8)
C2
R-15
BARAYA SUB. 2 ❑
(R-8) O
w
2
z
w
H
02
VICINITY MAP
SCALE: N.T.S
PHASING KEYMAP
SCALE: N.T.S
PARKING AND BICYCLE COUNT -DETAILS
LOT TYPE
REQUIRED
PROVIDED
TOWNHOMES - 238 UNITS
DRIVEWAY PARKING
238
274
GARAGE PARKING
238
254
PARKING STALLS - GUEST
0
75
TOTAL PARKING
476
603
TOTAL STALLS PER UNIT
2.0
2.5
BIKE PARKING
19
36
AREA AND LOT SUMMARY
LOT TYPE
NUMBER OF
LOTS
DWELLING
UNITS
AREA (AC)
RESIDENTIAL
67
238
8.08
COMMON
3
N/A
8.65
PUBLIC RIGHT-OF-WAY
N/A
1.43
TOTAL
70
238
18.18
�
WCC)
j
Q
PROPOSED DENSITY
13.1 DU/AC
Lu
°
2
I.,.n1AI ,- 4`
�C
LU g Lu Lu Lu Lu
2E m > > Lu Lu
U Z ❑ Z
Z � O O a> a
LU rl- Z z
0-1
w Q ww U w U
w Q Q 0 Q V --sQ
Z
O
W
Lu
H
Q
❑
ze
K4
IAcl�
Yq
U
W
�OOQO
rn223:2
M
LL
z
Z
o0Q Q
coo❑z
W
�z0
0
LUQY�
m
O>
a
�
�
WCC)
j
Q
cn
o °
Lu
°
2
�
ZD
00
W
U
C) O
u
Q=
Q
a
w
` O
00
113
LU
a
g
(D
Z 0-
Z
N
N Z
W
(D
M Q
CO Z
v U
U)
Z
Q
Q
.
F_N
J
U)Lu
rn
U
Z
Z U
LL
O
a LLO
U
ATTENTION:
0 1/2 1
IF THIS BAR DOES NOT MEASURE
1" ON 22x34 SHEET or 1/2" ON
11x17 SHEET, THEN DRAWING IS
NOT TO SCALE
DATE: October 16, 2018
PROJECT: 170270
SHEET 1 OF 4
z
O
0
m
a
�
w
Q
cn
n
z
w
LL]
Q
ILL
o
a
a
z
w
ATTENTION:
0 1/2 1
IF THIS BAR DOES NOT MEASURE
1" ON 22x34 SHEET or 1/2" ON
11x17 SHEET, THEN DRAWING IS
NOT TO SCALE
DATE: October 16, 2018
PROJECT: 170270
SHEET 1 OF 4
N
:2
w
t�
ry
LL
U
U)
w
w
z
z
W
O
LL
O
z
_O
C/)
tr
w
ctr
z
w
U
W
(L
U)
F --
O=
F--
CO
1°
z
W
f -
z
0
H
O
z
W
9--
z
U)
F-•
LL
O
O
LLU
E
r
o
Ill
w
z
O
U
0
fy
0 -
Lu
c�
z
<t
W
W
z
Q)
W
0
LL
O
W
LL
w
0-
W
2
I ---
U)
tr--
z
W
t�
z
U)
w
w
W
(9
z
Ill
U
r-
N
OI
sA �.\ 9
1
►
I ► �
dna �
! x `
{ 1 �
x / ►
r l; \\ \ ,\\ AVENDALE SUBDIVISION
UNPLATTED LO i \ \ �� BOOK 109 PAGE ISS23-1SS26
�
x
X ► �
i ' ► \ ,`t
CID
IRR. PIPES "sl- t] IRR. PIPES _ 2566 '' Ilk \ `�
8" IE(W)=2566.96' :'> 1 10" CMP IE(W)=2565.96'
10" IE(N)=2565.68' o i I' 10" CMP IE(E)=2565.89' ��
10" IE(S)=2565.60' z I t CONTROL POINT #2 \ `
x t �. i N: 707,916.469'
i l ` ► E: 2,441,263.049' fiKENNED'Y LATERAL
"----9566- EL: 2566.01'
i ,.- 2_56_7
X X X x -A.
` .IRR. PIPES
12" PVC IE
(N)=2567.08'
x
12" RCP IE(W)=2566.49'
f \ CONCRETE IRRIGATION
DITCHZM
-•
x , (� ' ��
x\
i 'i-
x 256 ?_
4 I, t �srn t l IRRIGATON BOK IRRIGATION BOX
i - 2563
IRRIGATION WEIR
w { { \ \ \
LIVESTOCK
STRUCTURES
'I - 2562 r
r' / t
PUiRDAM sf
GULCH DRAIN
►
►
►
t
IRR. PIPE ►
12" PVC IE=2549.81' UINPLATTED i
!
►
IRR. PIPES
12" PVC IE(W)=2550.33' ►
10" PVC IE(N)=2550.78'
1
►
►
IRR. PIPE \
12" PVC IE(W)=2563.84' \ Y
i F \ a
IRRIGATION
DITCH
J
{ \` s \t APPROX. LOCATION
l a \ SEPTIC TANK /
�f N4S89'15'22"E 200.00' /
U t N l \ \ /CX X—X--, 8" DBH �15 D H
f
r 17� \ i lk
24" DBH--_X--{-X -- x= 7---F-�TX—.X—X_—..XX + t i "
'\ .`. CAR
WORK PORT x
�.'
:; /
FEED SILO SHOP ;='= F-` WELL HOUSE
\04
1 i I
i HOUSE C4'1 30" DBH
x
x
i I /► / x � j ro / / � �
lli I x ► ► f � i � (! 1 rye'! � i x \
" ► x
it lilj r 1 1 I t 1 i L LIVEST
LIVESTOCK WATER STRUCT
TANK lf� CONCRETE PAD t / �t ► i > x >
x7-x7-?"-x-/-x"k-x`x
CONTROL POINT #3 - - -
N: 707,216.659' /
E: 2,441,308.116' _ /J
EL: 2559.811'
PUMP HOUSE
LEGEND
POWER POLE (} POWER JUNCTION BOX
NATURAL GAS MARKER ® TELEPHONE RISER
® WATER METER TELECOMMUNICATION RISER
+�Y�O
WATER HYDRANT PROPERTY BOUNDARY
wV
m WATER VALVE—X—X-^- X ---X--•- EXISTING FENCE LINE
® CURB OUTLET DRAIN owOVERHEAD POWERLINE
a SANITARY SEWER MANHOLE w WATER LINE
A SANITARY SEWER CLEAN OUT c NATURAL GAS LINE
m IRRIGATION BOX SANITARY SEWER PIPE
►V
IRRIGATION VALVE GRAVITY IRRIGATION
POWER TRANSFORMER —Ep— EDGE OF PAVEMENT
J- LIGHT POLE -- ROAD CENTERLINE
_ - -
TEST PIT RIGHT-OF-WAY
SECTION LINE
CONCRETE PAVEMENT
CONTROL POINT #1
N: 707,668.144'
E: 2,442,313.269'
EL:- 2563.38'
lwv
W. PER [A ST.
U%Z+IBRIA SUBDIVISION
101 PAGE 13200-13209E
t
t
a�
c9
N
t
IRR
------------ 424.18'---- '-�--__----
W. FRANKLIN RD. " "U3M s
8" Pvc ssMH
RIM=2567.29'
CL INV=2550.61'
IRRIGATION WEIR
r- IRRIGATION BOX
CCONCRETE HEADWALL
✓CONCRETE WALL
i
I
1 i
I
i
NOTE
1 1. THIS TOPOGRAPHIC MAP RE> RESENTS AN EXISTING CONDITIONS
FIELD SURVEY PERFORMED BY R-0 ENGINEERS ON OCTOBER 17
► THROUGH OCTOBER 23, 2017.';
►
- ERR. PIPES
TOP OF BANK
i
T�
TOE OF BANK
IE(NW)=2569.48'
EDGE OF CONCRETE
-------------
EXISTING EASEMENT
— — — — "- --'
— MAJOR FIVE FOOT CONTOURS
— -"`" — -"' ` —
` MINOR ONE FOOT CONTOURS
3168
CONTOUR ELEVATION
6
CONTROL POINT/BENCHMARK
.14
FLOW PATH
P -LL
Go
0
DECIDUOUS TREE
CONIFEROUS TREE j
DBH
DIAMETER AT BREA4T HEIGHT
i
I
1 i
I
i
NOTE
1 1. THIS TOPOGRAPHIC MAP RE> RESENTS AN EXISTING CONDITIONS
FIELD SURVEY PERFORMED BY R-0 ENGINEERS ON OCTOBER 17
► THROUGH OCTOBER 23, 2017.';
►
- ERR. PIPES
12" PVC
IE(W)=2569.69'
12" PVC
IE(NW)=2569.48'
12" PVC
IE(E)=2569.41
12" PVC
IE(SE)=2569.23'
48" CMP
IE(SE)=2568.07'
Q 7 ❑ Q+ lL• J ❑
O z Z W >
LLJ
I---
_ W GL !r U 0. O
O W❑ W U W < W
z
W
ATTENTION:
0 112 1
1F THIS BAR DOES NOT MEASURE
1" ON 22x34 SHEET or 112" ON
11x97 SHEET, THEN DRAWING IS
NOT TO SCALE
_ - - — DATE: JANUARY 22, 2018
PROJECT: 170270
SHEET 2 OF
too 0<0z <c'a
❑
¢lai
C)aw m
06
oWQ CL 0
Qwr
Li
W
am
0
P -LL
Go
0
c/)
0
2 OD
00
Ix
oQ
z
Q
M
!�CV
LLJ (9
cl) Z
N Z
a
�
04 4
z
z
U
0 LL
a O
ff
.0 Aft
CL
.00
CL
LZ..
Z
U.
U.
W
<
CL
LAJ
I
ATTENTION:
0 112 1
1F THIS BAR DOES NOT MEASURE
1" ON 22x34 SHEET or 112" ON
11x97 SHEET, THEN DRAWING IS
NOT TO SCALE
_ - - — DATE: JANUARY 22, 2018
PROJECT: 170270
SHEET 2 OF
L
F
C
C
C
F
C
C
F
G
G
G
C
L
L
C
L
C
F
L
C
e
C
G
G
e
C
L
C
L
F
F
C
C
L
C
L
C
G
F
C
F
G
F
L
F
C
C
G
F
c
i
L
C
F
G
G
F
L
C
C
F
C
L_
C
C
L
G
L
C
F
C
C
C
C
G
C
L
L
C
L
F
C
c
L
C
C
C
L
F
G
F
L
C
F
G
G
F
G
C
L
L
e
C
e
L
C
F
C
C
C
. /
cp z
LEGEND
SUBDIVISION BOUNDARY
ROAD RIGHT-OF-WAY
PROPOSED LOT LINE
PROPOSED RESIDENTIAL LOT NUMBER
PROPOSED BLOCK NUMBER
FENCE/EASEMENT
/
Qg /Sal �P�O 37
/ / O 5,386 SF
/
38
3,080 SF
26' RI
46C I 77' � • F --
EMERGENCY CONNECTION
FOR FUTURE DEVELOPMENT
CTD7 M:T u
MIS
qPM'
000
/ 77'
1000, 10000'
5,390 SF
+/
/ _ ZERO LOT LII
70 45' 77'
J 1 V — �\
(PRIVATE)
90' \
0 30 60 120 180
EASEMENT FOR PURDUM DRAIN /
82'
8
ti
6,314 SF
ZERO LOT LINE
82'
7
3,854S
nl CAITDATA \A/AV ,...... —
ACCESS
1
TRANSIT STATION FOR
COMMUTER RIDE
I...n1 A I ,- `
W m w w w w
Q U❑ O 0❑ w W w
Z n W ci ci W LL> LL
z z
LQ w w Q
Lu Q 0 Q V Q
Z
O
Lu
W
Q
❑
N
77'
�00<0
rn223:2
36
ti
5,390 SF
W
77'
�zQY�
WW�O°
ZERO LOT LINE
Cr)N
J I1
�
5SF
U)
v
3,234
v
0
77
❑
ZERO LOT LINE
(.00
ti
34
of
ZD
Oc
5,544 SF
W
U
77'
o
W
ZERO LOT LINE
Q=
a
33
`
0 g
3,080 SF
Z
L
77'
o
EMERGENCY CONNECTION
FOR FUTURE DEVELOPMENT
CTD7 M:T u
MIS
qPM'
000
/ 77'
1000, 10000'
5,390 SF
+/
/ _ ZERO LOT LII
70 45' 77'
J 1 V — �\
(PRIVATE)
90' \
0 30 60 120 180
EASEMENT FOR PURDUM DRAIN /
82'
8
ti
6,314 SF
ZERO LOT LINE
82'
7
3,854S
nl CAITDATA \A/AV ,...... —
ACCESS
1
TRANSIT STATION FOR
COMMUTER RIDE
I...n1 A I ,- `
W m w w w w
Q U❑ O 0❑ w W w
Z n W ci ci W LL> LL
z z
LQ w w Q
Lu Q 0 Q V Q
Z
O
Lu
W
Q
❑
N
`cl�n
W
�00<0
rn223:2
M
LL
z
z
o0Q Q
�❑❑w❑
W
�zQY�
WW�O°
o
Cr)N
J I1
�
2Q'
U)
>
< U)
a W
Q
_
0
> �
W I`
❑
Lu
(.00
O
z
of
ZD
Oc
U
W
U
p O
T-
o
W
u
E
Q=
a
Q
`
0 g
Z
L
m Q
o
L7
Z �
c"o
r
Z
N 2
cel Z
W
U
M Q
CO Z
v U
Z
0
0 Q
N
.
F—
J
U)
Lu
L�j Lu
U
Z
Z U
LL
0
a o
U
ATTENTION:
0 1/2 1
IF THIS BAR DOES NOT MEASURE
1" ON 22x34 SHEET or 1/2" ON
11x17 SHEET, THEN DRAWING IS
NOT TO SCALE
DATE: October 16, 2018
PROJECT: 170270
SHEET 3 OF 4
z
O
U)
o
m
C/,
a
�
o
z
�
Lu
�
�
J
Q
o
W
LL
�
a
Q
J
Q
z
w
ATTENTION:
0 1/2 1
IF THIS BAR DOES NOT MEASURE
1" ON 22x34 SHEET or 1/2" ON
11x17 SHEET, THEN DRAWING IS
NOT TO SCALE
DATE: October 16, 2018
PROJECT: 170270
SHEET 3 OF 4
0
0
w
H
m
W'
J
H
0
H
07
U)
U)
w
w
z
z
W
O
IL
O
z
O
U)
W
D -
z
W
H
H
_0
IL
0
w
0-
C/)
H
D
O
H
i/)
H
z
Lu
z
O
CO
H
0-1O
z
w
H
U)
z
U)
H
IL
O
O
Q
0
Y
0
2
O
U)
W
z
O
0
0
w'
W
w'
z
Q
uj
w
w
z
z
W
0
FL
IL
O
H
W
0-
W
2
H
U)
H
z
W
H
U)
z
CO
2
H
Lfi
w
W
z
z
w
0
00
0
N
I
/
FRONT ENTRANCES -
r� 12'
---- PA 10 ---- //
PATIO19' 26' 19' 0 30 60 120 180 /
/ GI M#1
TO FACE OF GARAGE BACK TO BACK TO FACE OF GARAGE / RI 5 .0' I
/ IN 56, .4'
2 STORY 3 STORY 3 STORY 2 STORY
h.
10' 3 BEDROOM 3 BEDROOM 3 BEDROOM 3 BEDROOM
2 GARAGE 1 GARAGE 1 GARAGE 2 GARAGE 10'
W DRIVEWAY DRIVEWAY
Z
0 o i,�/
0
Lu
y
W ASPHALT PAVEMENT / G
'� BASE I 3" ROLLED CURB / /
GARAGES SUB BASE
NOTE: / �/ SSMH #2 I {
9' PAVEMENT WIDTH ADDED / RIM=2570.3' I•
20' 2 PARKING 1 PARKING 1 PARKING 2 PARKING WITH PARALLEL PARKING PRIVATE ROAD SECTION 4 / / +, INV=2554.0'
a
° SCALE: NTS 4 / / / al I
d a a
O ° RLO)° a O CONNECT TO EXISTING
jWATER MAIN 4 I l
SELECT ECT BUILDINGS SPAN LOT LINES PRIVATE ROAD
(ZERO LOT LINES), AS DEPICTED ON
SHEET 3. /� ���// I I• I
2' 5' 36' 5' 2' i
BACK TO BACKSWLK2 I c�2/3 STORY REAR -LOADED UNIT LAYOUT CONNECT TO EXISTIN!� // 2SCALE: 1" - 20'PRESSURE IRRIGATIO\\ /
\� / GIRRMH #2 III
RIM -2570.7' I
NMID x \\ \ INV=2565.7' 1
LANDSCAPING � LANDSCAPING
O O OK. PUMP AA �A\ \ / / I IF
v 12' //i�//j//j�//��/ ST�TION/ " I d
PATIO ° P v PATIOv ASPHALT PAVEMENT / e GIRRMH #3
I.
>v v 3" ROLLED CURB / O, RIM=2570.7'
° v °
8 BASE
/ ' / INV=2565.5' I I
SUB -BASE
10,
10' PUBLIC ROAD SECTION - 50' R/W 5 / / ,❑❑ I I. I
SCALE: NTS I <n I I•
3 STORY 3 STORY 3 STORY 3 STORY 3 STORY 3 STORY / Q�� co I, I
3 BEDROOM 3 BEDROOM 3 BEDROOM 3 BEDROOM 3 BEDROOM 3 BEDROOM I A ,� + 2
1 GARAGE 1 GARAGE 1 GARAGE 1 GARAGE 1 GARAGE 1 GARAGE / / ��O` " _ t SSMH #11 4 1
R Lu
z ��GtJ� I RIM=2567.5' 4 r
/ INV=2553.9' a
o z // /�/��'/
Lu / / 50' R/W Lu Lu
W > w1 WATER MAI L� CONNECT O EXISTING
/ z / � w co
W
<
o I
W > �
20' 1 PARKING 1 PARKING 1 PARKING 1 PARKING 1 PARKING 1 PARKING / / a 36 I I
1° ° ° , °, / /�;� 2 2 +
° c / / co 2 SSMH # 1 _ -
O R O o // �o 4 ll`N� A
4 WV=2551.6' - - I CONNECT TO
NTE:SE° ECT BUILDINGS SPAN LOT LINES L / s^ `' j/ �/ / 5 �i?CISTING CLEAN OUT
(ZERO LOT LINES), AS DEPICTED ON
SHEET 3. EX. CONCRETE DITCH / / SSMH #12 �.� , 4 24' i II`•IV=2551.12'
TO BE PIPED / %
RIM -2567.0'
3 -STORY REAR -LOADED UNIT LAYOUT 2 INv=2554.5' �n _ STREET C - m = (PRIVATE) _ I_m _ _ _ nn I 4 al
/ S.,8
SCALE: 1" = 20' 4 / °0 / / S„9- S.18
O O O GIRRMH #4
RIM=2566.0' / •. RIM=2567.2'
12'_ / INV=2563.4' /� INV=2554.7' 4
PRIVATE OPEN SPACE
L / t°� / ao
2
SSMH #9 SSMH #10
U
W
RIM=2566.3' RIM=2565.8'
�OOQO
rn223:2
INV=2553.6' INV=2553.3'
z
z
2
o0Q Q
cfl❑❑z
4
co SSMH #3 I'
7A RIM=2566.6' I
INV=2552.1' I'
I I
PROPOSED RIGHT
TURN LANE
D ow
2 STORY 2 STORY 2 STORY 2 STORY // i./ / 2 4 W 2~
3 BEDROOM 3 BEDROOM 3 BEDROOM 3 BEDROOM 10, 4 W 4
10' 1 GARAGE 1 GARAGE 1 GARAGE 1 GARAGE // I i
z /// SEEPAGE BED U)
/ SSMH #24 00
r a
RIM=2567.5' 2 4
RO°E INV=2558.3' `• 4 W
Lu
N SSMH #25 SSMH #23 4 SEEPAGE BED I
GARAGE 4GARAGE GARAGE GARAGE / / ° NIV=2558.4' I RIM=2567.0' 4 I ' j o
/ �./ INV=2558.1' SSMH #4
° ° ° p ° o / <°e SSMH #26
�� �j CLUB RIM=2565.0'
° o ° ° / / / t° ,RIM=2566.0'M 2 �_ C HOUSE INV=2552.8'llo
° p° INV=2559.0' j 4 >_ 2 N
20' p 2 KING 2 PARKING 2 PARKING °
PAR2 PARKING / 4 W W 2_ •_
N. ENTRATA WAY (PUBLIC)
(/- -�
,4 � (n 4
N
co
o ° o / / i d W LLI SSMH #8
O R O o / /(, I RIM=2565.0' ❑
/ oe `�L�G��� 4 I 00 > INV=2554.5' POOL Uid
NOTE: 5 w
0-1 v
SELECT BUILDINGS SPAN LOT LINES PRIVATE ROAD / /�,� / / �Q� 4
(ZERO LOT LINES), AS DEPICTED ON W
SHEET 3.
'"ssMH#27I 2 w
+• 4 � oo
FRONT -LOADED UNIT LAYOUT 3 / / / PI INV=25RIM=2564.764.78' I ' ' � Q
PIV SSMH #17 F_ 2 w I I
SCALE: 1" = 20' 4 w QM=2566.7' cn �
w W
/ y�r �O� INV=2556.5' 2 2 W> 1 I
c
/ a SSMH #19 � - 4 4 � • 4 � a 4 i I
/ / 3 - TOT
LOT RIM=2566.0' W s I
STREET H_ $ S
/ J 2 INV=2557.3' (PRIVATE)
� SSMH#14
/ �/ H 4 ❑w I =
co RIM -2566.0'
/ 9� ❑ I � I
W m 2 SSMH #18 INV U
=2556.1'
w w
tY cn C7 4 RIM=2567.0' � '
M _ �
co a INV=2556.9' SSMH #7 / I SEEPAGE BED I I I
/ STREET M - _ _ (PRIVATE) RIM=2563.5'
/
S.8 ❑ w 4 _ M _ STREET F _ INV=2555.5'
Upool
/ 4
PRI
f
/ SSMH #29 SSMH #22 g„g (PRIVATE) � / � ,SSMH#5 +, I
i
_ I
RIM -2565.9' 1
RIM -2562.3'
1 I
INV -2560.4 SSMH #28 RIM=2565.0' SSMH #15 � � '' L�
_ 4 ! w INV=2553.9'
RIM=2565.3' INV=2558.9' I 4 RIM=2565.5' ❑❑ / / Q ❑ / I I TRANSIT STATION FOR
INV=2559.1 SEEPAGE BED INV=2556.8' SSMH #6 / w m - - - - - - COMMUTER RIDE
4 3 GIRRMH #5 SSMH #16 3 RIM=2563.0' w /
e M SSMH #20 RIM=2565.5' �INV
M=2566.2'INV=2555.8' RETAINING WALL
STREET K RIM=2565.5' INV=2562.2'=2556.8' / I
(PRIVATE) INV=2557.8'
Id
SSMH #21
RIM=2564.78' GIRRMH #6
INV=2558.6' EMERGENCY CONNECTION RIM=2565.0'
FOR FUTURE DEVELOPMENT INV=2562.0' IRRIGATION SUPPLY
TO NEIGHBORING PROPERTY
STUB
RI M=2563.3'
INV=2555.9'
Aice
PURDAM DRAIN TO I
REMAIN OPEN
-------------I
z
0
Lu
IAcl�
Yq
U
W
�OOQO
rn223:2
M
LL
z
z
o0Q Q
cfl❑❑z
W
Lu
m
W
Cr)N
W
f.
W
L?
W
z
w
Q
Lu
00
(00
Lu
O
z
of
ZD
Z
o
W
J
W
C) O
U)
W
W
W
LU
W
0
z
❑
g
L
L7
Z 0-
N
Z
w
N 2
cel Z
Y
d>
C'') Q
CO Z
d
W
Z
p
Q N
Z
J
U)
V)
U
z
ZLLJ
_U
O w
o
Q
LLo
W
Q
Q
LL
W
W
U
d
U
W
m
m
Q
Q
Q
Q
U
--sQ_T
0
z
0
Lu
IAcl�
Yq
U
W
�OOQO
rn223:2
M
LL
z
z
o0Q Q
cfl❑❑z
W
Y
�zQ
0
Cr)N
04w°W °
-Q m
f.
0
L?
w
z
w
Q
Lu
00
(00
Lu
O
z
of
ZD
0002
U
W
J
W
C) O
U)
C
Q=
as
LU
0 o
0
z
m
g
L
L7
Z 0-
CD
r
Z
N 2
cel Z
W
(D
C'') Q
CO Z
v O
U)
Z
p
Q N
.
J
U)
V)
U
z
ZLLJ
_U
O w
o
LLo
U
ATTENTION:
0 1/2 1
IF THIS BAR DOES NOT MEASURE
1" ON 22x34 SHEET or 1/2" ON
11x17 SHEET, THEN DRAWING IS
NOT TO SCALE
DATE: October 16, 2018
PROJECT: 170270
SHEET 4 OF 4
z
O
0
Q
m
j
z
Q
U)
z
LLJ
J
W
Q
U)
LL
as
a
z
w
ATTENTION:
0 1/2 1
IF THIS BAR DOES NOT MEASURE
1" ON 22x34 SHEET or 1/2" ON
11x17 SHEET, THEN DRAWING IS
NOT TO SCALE
DATE: October 16, 2018
PROJECT: 170270
SHEET 4 OF 4