CC - PrePlat combined m �SS�pNAL fN�i
o PRELIMINARY PLAT FOR o �o� ��g1STER�,o?%�
INGLEWOOD PLACE SUBDIVISION 5
A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 21 F OF
TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN mo� CAV
cn ADA COUNTY, IDAHO PROJECT SITE
co 2019
w d 2 S w w
IV M 1- H W W
x 2 2 F- H
zz
W N W In lA ❑ W W W
O o w _ a a
z W Z Q Z Q Y d
CL
W v
8
O -iE.VICTORY ROAD
FL 0 30 60 120 180 U w
LL ffD a III �-
O cj o
z
SCALE:1"=60'
SITE DATA
d - THOMASON FAMILY LIVING TRUST
DEVELOPERIOWNER ZONING&SETBACKS c/) S1121336230
F_z MV PROPERTY,LLC COMMUNITY BUSINESS DISTRICT (GC) Z
JAMES PETERSON MIN.LOT SIZE: - o UNPLATTED E. PUBLISHER STREET
F_ MANAGING MEMBER MIN.FRONTAGE: 0' Co
0co
ARCHITECT/PLANNER REAR SETBACK: 0' Z p
IN
(� JOHN SHIRLEY SIDE SETBACK: 0' jco _ - -
STREET LANDSCAPE BUFFER: 25' O SCALE:N.T.S O
U SURVEYOR - W
Ix
W ROB O'MALLEY MEDIUM-DENSITY RESIDENTIAL (R-15) BAUGHMAN ARL/S DANIEL
a- MIN.LOT SIZE: 2,000 SF S1121336251 T-O ENGINEERS I SHEET INDEX
332 N BROADMORE WAY LOPEZ DAX A TULL LISA A
F- NAMPA,ID 83687 MIN.FRONTAGE: 0' I UNPLATTED R8230020220 R8230020210 SHEET NO. DESCRIPTION
REAR SETBACK: 12' I
O ENGINEER SIDE SETBACK: 3' E. MOON DIPPER STREET_ _ C0.0 LOT DIMENSIONS
F- JOHN CARPENTER,P.E. COLLECTOR SETBACK: 25'
C1.0 SITE PLAN
T-O ENGINEERS LOCAL STREET SETBACK: 20' C1.2 EXISTING CONDITIONS
332 N BROADMORE WAY
I-_ NAMPA,ID 83687 SHARP JOHN W
Z
W S11121336276
FIRE DISTRICT Z
O CITY OF MERIDIAN JEFFRIES UNPLATTED
WENDELL R
U SEWER&WATER DISTRICT R9534180280 ' WILLIAMSON BRADLEY G
h R8230020150 CITY OF MERIDIAN
Z U
S89036'02"E 752.02' � z
O IRRIGATION DISTRICT j �.. 48' 128' 117' 296'
r O¢<.. W U
♦- NEW YORK IRRIGATION DISTRICT - - - - - - - - 41' 171'
-- - - -- - - - - - - --
Z / KAMGHATHPHAY 1 r "T >- N (D m w
- - - - - - - - - -
ROADWAY JURISDICTION CHANTHALANS ( I , �15'INGRESSIEGRESS EASEMENT 41'RNV I 0 ( t ' Z O j w
� ADA COUNTY HIGHWAY DISTRICT R9534180270 INST.NO.7907119 I I O ' ( w w a~o W a.
> w
(j SCHOOL DISTRICT -s
w PHASE 2 ) PHASE 1 Z g 0 1 o a
Z MERIDIAN JOINT SCHOOL DISTRICT N0.2 z I (�
WINGFIELD TESSA L J IC-C ZONING R-15 ZONING ix 2
O R8230020140 Q �� W aO Q w Z
2 > 1 �cn O w m � 'z'
oQ
h j TAYLOR DAVE m I Q cn
U- L
i` R9534180260 1 � 7 ih 2 �. Z CN a N ❑w
O z N 19,394 SF I I E. VICTORY ROAD W M Q o 2 N 28,548 SF N
Z z CD Z
O \ > z o
in
\ \ = i J
Q ❑ 1
I m F z z m
LL O O ( GAGLIANO DAVID A p a
LANDSCAPE
0 \ I �! 25' �.-EASEMENT R8230020130 V
O 11T
2 � � i I
Q O
PHASING & ZONING KEYMAP
O N S SCALE:N.T.S
SAITO BRADLEY G MLu N n 8,389 SF n
R9534180250 w T N I 128' N J --- -L -
J w U co v 1 � O o
w LC) n z \
N I o LO - " v N Z DELANEY JAY
z w p 117' o w 0 w o j \ R8230020070 LEGEND
O U) p N � 1 o W l o 1 \
U z 151,513 SF ;� Q 0 83,372 SF m
° o _ o o n N � \
0 r`ti b 4 o z = z Z O � - -- SUBDIVISION BOUNDARY
0 � r °D 9,321 SF °D °O g \
z 6 Z 0 x FORD MARTY S Q
I , H O < R8230020060 RNV RIGHT-OF-WAY
0 17124 SF
W J
z \ — — EASEMENT n j
� 11 T Of CO
� - ROAD CENTERLINE O
z Vol _ PHASE LINE u_ 7.) z
i 128' I
uj
1 RESIDENTIAL LOT NUMBER U) Ory
I"�
`W \�\\ \ 1C COMMON LOT NUMBER r
U)AREA AND LOT SUMMARY URWIN VERNON L \ I 1 BLOCK NUMBER a W
0 S1120449325 STOOKEYDANE t , Z
W TOTAL ANNEXED AREA 385,231 SF 8.84 AC UNPLATTED I �oOp� \ N V
R8230020050Q FOUND 5/8"REBAR '- < 1 1 1
O DEVELOPMENT AREA 385,231 SF 8.84 AC I I \ sFR440 • FOUND 1/2"REBAR LLI
H RESIDENTIAL AREA 364,220 SF 8.36 AC ;� �� R�UT'Q9< L.{..
LL 24 248 SF AC I 5 �� FOJ ® FOUND 1"PIPE
RIGHT-OF-WAYTO BE DEDICATED 0 48 Z Q
42,285 SF O CALCULATED POINT c
COMMON AREA N/A N/A 4g I MEHERTAB AKBERET G
R8230020040 G
w
0 TOTAL LOTS 9 LANDSCAPE \ �- �� W /'� O
EASEMENT o 1 ]
BUILDABLE LOTS 8 I _ - _-- -- \ -- - - 0--
171'
W COMMON LOTS 1 25' oo - - - 2C --
- - -- 227' - - 296' a - - - - - - - 4,277 SF N-O
171'
w :
m : N89036'01"W 734.74'
1p : o
z c : o60
N ap d� pp
NOTES 20 21 64.94' Z 2592.30' E. VICTORY ROAD 21 LINE TABL24.50'
N ° , „ - - - - LINE BEARING E
N 1. BUILDING SETBACK AND DIMENSION STANDARDS SHALL BE IN COMPLIANCE 29 28 CP&F INST.NO. S89 36 01 E 2657.24 - -
co WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. 11100ml 28 L1 N44°50'55"W (D
Z
o cl) 2. A GENERAL UTILITY,IRRIGATION,AND DRAINAGE EASEMENT OF 10 FEET
o = WILL EXIST ALONG ROAD RIGHT-OF-WAY AND BOUNDARY.
3. STORM DRAINAGE WILL BE ROUTED TO SUBSURFACE INFILTRATION
oW FACILITIES. ___.. ____ _— _ --- g`O*pl LAgIQ S�, ATTENTION:
W 4. INDIVIDUAL PRESSURE IRRIGATION SERVICES WILL BE PROVIDED TO ALL �S \CENSg-D �y 0 1/2 _ 1
z LOTS.PRESSURE IRRIGATION WILL BE CONNECTED TO A NEW PUMP O
3 U' STATION IN THE SOUTHEAST CORNER OF THE SUBDIVISION.
a W(�a a 13765 IF THIS BAR DOES NOT MEASURE
w W \ 1"ON 22x34 SHEET or 1/2" ON
5. THERE ARE NO KNOWN FLOOD PLAINS OR FLOODWAYS IN THE PROJECT WL VICTORY CROSSING LLC WL VICTORY CROSSING LLC NICKELL TROY DAO TAN SPARKS DEBBIE I KING DARREN IN J+ p 11x17 SHEET,THEN DRAWING IS
1 O AREA. R7877770020 R7877770030 R0552670060 R0552670050 R0552670040 R0552670030
ROB 0 MALL 9r�, \OP� NOT TO SCALE
o0 6. THE SUBDIVISION IS PROPOSED IN 2 PHASES AS SHOWN. �. IDAHO NO. 13765 OF
0 0 - ; J �f7B O,� tC.y DATE: AUGUST 2019
a CV 7_ ALL NEW STREETS WILL BE DEDICATED TO ADA COUNTY HIGHWAY DISTRICT. PROJECT: 180364
U %
M� OU f SHEET:
0
0L 0 )
m ■
J
6
m
H SS,nVAAL fHci
4,G
Q 41'RIGHT-OF-WAY OFF' �ST�EfR��C' yF
0 �� Z
5' .5' 17' 17' 4.5 5' 8 6
J 1' 3.5' 3.5' 1'
1.75% 2%SLOPE 2%SLOPE 1.75% 0 20 40 80 120 P
Ji .L � \
OF
%;�;;�i✓}��i `��h�i ��A:�%` 5'DETACHED CONCRETE
�G• ca?
U) 6"VERTICAL CURB AND GUTTER
SIDEWALK(TYP-)
U)
C/) LOCAL STREET SECTION _ _ w
c
W SCALE:NTS NOTES U) "I 2 z w z
w
c"IN W cn cn w W
Z w zQ Z Q Y w O
Q Q W w = U d U
W c 1. REFER TO LANDSCAPE PLAN FOR MORE INFORMATION ON 00 o U U
/� I ( _ EX.HOUSE
SITE AMENITIES.
p '�` _
UNPL.A7-T'ED I
LL " , 2. STORM DRAINAGE FACILITIES WILL CONSIST OF
p .' � cm co UNDERGROUND SEEPAGE BEDS.STORM EVENTS AND '�
y _ r : NOT APART �,� r- a D
z 5 ��.6. - CID NUISANCE WATER WILL BE RETAINED IN SEEPAGE BEDS.
Q K TO RESIDENCE TO RESIDENCE t' `` SSMH 3A =c� Z o
v RIM-268323' 3- NEW PUMP STATION TO BE OWNED AND MAINTAINED BY
(A RETAIN AND PROTECT _ U - > >
4 •,�.'�� .w y :r., INV OUT-2674.9T to Z Z THE HOME OWNERS ASSOCIATION.OVERFLOW FROM
EX GRAVEL DRIVEWAY
STATION WILL BE CONVEYED THROUGH GRAVITY M
1N=
LL' L ' DRIVE
Y SUBDIVISION. ING IN THE ADJACENT SUTHERLAND FAR p{y '`• INV 2675-07' PUMP S
max.6R; 8•�r <A h 8 4—�•` PI
w > • x I PI PI
.,„ v-a ` >�� '-EX GRAVEL DRIVEWA
IRRIGATION PIPING
^0�<SS 8"... ... . .wig.'-' y, �< a e��ti DI
PI a a P
. ... . _ �� "" - -<SS(8")- - - - - -S SS <SS(8"} ,SS(8")
tl CONNECT INTO EX.SEWER MAIN s SS - - - ( ) - --� - _� s ,
- - - - -
z SSMH1A - -
- - - - - - - - - - - - - - - - - - - - -
RIM=2684.29' I 4 • a SSMH 2A - -- ACHD STO M DRAIN)-
INV OUT=2673.59' I RIM=2683.34' i 4
INV IN=2673.59' INV OUT=2674.38'— _ I i c/) z
�} INV IN=2673.69' a INV IN=2674.48' -�. �p
� s B A A B LEGEND g p
U a v V IN=2674.48' ♦ I Q
LL a o a I 34' W U)
W / 1 f o SUBDIVISION BOUNDARY wo
co
Z I - RIGHT-OF-WAY
F_ p t I EASEMENT
O00
U) Il o I
SS(8')> SEWER LINE
Ff
F" a D CD
c S SSMH 5A W(8") WATER LINE
ap ( RIM=2683.82' W W(8")
U) ' - - INV OUT=2676.83' --# -�
0 I a.o I SD> STORM DRAIN LINE
17- INV IN=2676.93'
z Z 4' I INV IN=2676.9X s SS <SS(8") s ! PI 4"
W
W I ) / { ) PRESSURE IRRIGATION LINE
H Q OFFICE PAD I "" RtM=2683.18' j GIRR>-- GRAVITY IRRIGATION LINE
z
z _ 4
p RETAIL PAD a INV OUT=2677.86'
(� O I w 4 i � i � � i � � i � � PHASE LINE CJ)
U) O 7 a 0 _
i•- ?� a w O
Yti� z.�• *: EXISTING GRAVEL DRIVEWAY Z
F_
_ -� Q Qs SEWER MANHOLE W J w U
o i � -
U w o a z tr
WI cn I I � s� STORM DRAIN MANHOLE >-' � z �z a. I Z 12 ¢
CONFECT TO EX.WATER MAIN ¢. A B
® CATCH BASIN O 'S 00 co O 'YO
ff nn LU W M t- w a
O O SAND AND GREASE TRAP Y O co w
� - a a
co
v I a 10 GRAVITY IRRIGATION BOX cn
Z OFFICE PAD —� ¢ <
� - s - PHASE 1 = W uS ¢ o �a
3 8 - -- -- STREET LIGHT w O _ w
SSMH 1 B R-15 ZOMiNG
_ -� RIM=2686-30' f �` tY ¢ O
}- W{8") --� OVERLAND FLOW ARROW ® m �- o U Z
INV OUT=2675.26' • cn
0 •Q
LL- �► INV IN=2675.36' SENIOR LIVING CENTER o °' .- LL 0 Z ¢ co >-o
Q cn J � ' , Z ` 1 RESIDENTIAL LOT NUMBER 1" W M Z v O uj
Q41 Q -0 z BLOCK NUMBER Z o w
4- U PHASE 1 O , F_ U)
Q R-15 ZONING a U) W O
¢ � _ BBQ PAVILION Z m
U w ( PHASE 2 ° --► '-' > z o
_I 4 I C-C ZONING ^1 d
Ut Z
p Q I I RETAIL PAD SD> v OFFIGE PAD --- -.__ o U z CD
w I 4 �' j
LL
� �R I \ Al Z B A A B a Z
a J
EX.GRAVITY IR k IGATION� \� W
- OH Q I _
f-
p ! oa U)
a I
sD> a I
o SD> - - - 5�?0o a
a. W(8")
cr_ 1 fi go oa
"° SSMH 6A _
z 4 I RIM=2687.OT s SS <SS(8")
INV OUT=2677.95' LL
SSMH 71
I INV IN=2678.05' „
� I � - - RIM=2685.68'
n_ i/ --�� ( INV OUT=2678.98' z
W t , Q
--- ---z 4 4-- \ a. a r d ^
W I RETAIL PAD d s S f - I U L.L
Oy 4
l ?
O _ I MCDONALD LATERAL - piq -
- I - SSMH 2B TO BE RELOCATED FQS
a : RIM=2690.95' F F I a J
p I n f INV OUT=2676.66' W{8") ON � T W W W(8")- W B A A B _z n
CL
w i ,�
�sF Ti,�CI J
0 48' 25' --► 34 W
LANDSCAPE
CL I BUFFER —
\./
W A. r Pt --� \Pt- Pt tR \ \ PI tR PI tR PI I - -- j- PI Lo-W PI i Pt -
O W- PI
f- rn u - _
a z m PROPOSED MCDONALD _-_ _ __ ___ N o U_ ` PRESSURE IRRIGATION _
- - LATERAL EASEMENT -a -- - - - - _ -- - -- - Q m_�PUMPPS
F- 4
- MP STATION SEE NOTE 3
z 4 ��
;4 T� .
LIJ
EP
BO
F_ EX.CURB,GUTTER AND SIDEWALK
z ® _ -- E. VICTORY ROAD `` - Ei-�0
to 20 21 z
a Vv bV
- - -
z CD —
p CONNECT INTO EX.WATER MAIN
~ 29 28
v� �/� SS ---- - SS SS SS SS SS c�
N CN/i - -
LU EX.SEWER MAW 0 ATTENTION: 1
z EX.WATER MAW
47
_ - - -- — --- —— — _. ---—
� --,. - -- -- ---- ------ -_ _ - -- -- ---_..- - IF THIS BAR DOES NOT MEASURE
W cn 1"ON 22x34 SHEET or 1/2" ON
F - 11x17 SHEET,THEN DRAWING IS
O - -
w NOT TO SCALE
m 0
DATE: July 29,2019
L
o p �
a N -- - - PROJECT: 180364
SHEET:
C