PZ - Pre-Plat XREF INDEX: A PRELIMINARY PLAT OF
CA CHE CREEK S
o
A PORTION OF LOTS 1 , 2&7 BLOCK 1 OF KACHINA ESTATES SUBDIVISION '. z
19 20 1 LrM3 0 N 3
Y4 CORNER SITUATED IN THE SE4 OF SECTION 19, T. 3N. , R" 1 E. B.M.
FND 3 BRASS CAP ADA COUNTY, IDAHO J CO
-� >10
LO
SALMON R.419/05 SUED/I//S/ON#4 I I N
BOOK 75 PAGES 7855--78. ,`� I ' M
S89`23 51.32.04' 718.95' - 255.88' _ 32.16' x o co
GIRR GIRR72.62'—GI R —67.00'GIRR G87.63' IRR (123.65'—R
/ \ O co �� EXISTING HOME AND
23 OUTBUILDINGS TO
co
co
27 I� I� 24 /� 0
26 25
8,403 SF I 8,160 SF I g pO F I 8,853 SF / 11,744 SF h`' up I PROTECTED
c� ANAL
EXISTING ACCESS POINTS TO DRIVEWAY
/ / � ' K TO BE CLOSED AND RELOCATED TON 1-84 4�0 ��G-��- 50.19' L=28.14' \ LOGGERS PASS ST. 8 6 2 5
70.23'
E. LOGGERS PASS.ST. W L=26.15_-32.54' 60.00D' - —L=59», 22 1
ssx— a -i W- - - -- -- O o `� 53,668 SF r - u� N O
x �, 8,919 SF r x' Sh'ERBROOKE h'OLL OGYS SUB. NO.4
_ _ - - _ -- �3Qr� �` 66�'A C�° 17 I BOOK 80 PAGES 9704-9705 E OVERLAND RD. 9TF 0 F �QP
c In 49.56'-L=13.10L=13.05 -4� _ _ E. LOGGERS PASS ST• 6>'
31.27-L=31.12'-22.19 L= �5' moo' /l� \ C)
SCALE
x I9r � 21 �G.�Q \ 60 0 30 60 120
8,035 SF
00
I - O \
8,351 SF o �� /�o� I ( FEET )
x `� O o O �I s��9 ��° �> 1 \c'Ap ��_-- 1 INCH = 60 FT. o
9,891 SF 8,930 SF 105.24' 1 \ 8,086 SF
20 ' I o PROJECT SITE m
I �_ .00 oa � o
13,281 SF S /. \
N 3 .0' \ I DEVELOPMENT FEATURES
x I / BL OC/( 1 6 / .
3 .0 6� \ 6 �� \ TOTAL ACRES....................................... 13.99 ACRES
�/ 0 °° \ 6> O N
x - .,�.H,
d 19 � TOTAL LOTS......................................... 45 LOTS
8,618 SF '� /�o° GIR BUILDING LOTS..................................... 41 LOTS
8,082 SF - -
x o, 29.87' E VICTORY RD.
so.00' 46�5 I n ti`�/ AVERAGE BUILDING LOT SIZE.............. 10,050 SF w/ ex home
��� 119.87' \ �\ i I AVERAGE BUILDING LOT SIZE.............. 8,959 SF wo/ ex home
N8. 3/ E '06.�� - - -� s,1so SF \ / WX RESIDENTIAL DENSITY (GROSS)........... 2.93 UNITS/Ac.
35.87' 09�/ s 3 / �
6 � �1`' K RESIDENTIAL DENSITY (NET)................ 4.33 UNITS/Ac.
' �' s z°9l\� �I EXISTING ZONING.................................. RUT VICINITY MAP
� \
PROPOSED ZONE.................................. R-4 w
CD O Of
o �� C� o - ���- N I MINIMUM BUILDING LOT SIZE .............. 8003 sf -NTS-
co 9,590 SF � 9,378 SF d9. 16
N I TOTAL OPEN SPACE............................. 2.61 ACRES uw
x \ �Ln 10,856 SF
QUALIFIED OPEN SPACE....................... 2.23 ACRES LEGEND o
I 119.87' I 6�0 `i ^�� MINIMUM HOUSEHOUIED SE SOIZEN SPACE::::::::::::: 1 400 SF W
N o\ / BL C113.11'2 Kq EXISTING FENCE 0 >
CABELLA CR EK SUBL7/!//S/ON �^� SEWER W m
BOOK 100 PAGES 12999- 19004 00 � 4 �" -C I CITY OF MERIDIAN PROPERTY BOUNDARY L
o n O
N O 11,527 SF i 15 WATER RIGHT OF WAY LINE
00 10,222 SF I M O E- _ CITY OF MERIDIANci
I 'n 0 8,119 SF SAGELAND SUBD/I//S/ON EXISTING ROAD CENTERLINE o 0
Q N 5� 9' O N BDOK 91 PAGES 10659-10661 IRRIGATION 2
- - - - 11 120.00' I .. I V 2 2 2 2 o 0
x - - - - _ - -` 99.Ss L- N - - NAMPA-MERIDIAN IRRIGATION DISTRICT EDGE OF PAVEMENT 2 Y 2i
- - - 33,320 SF 120.00' 6
Ld E. SAGEM_OOR ST. �'o I L SCHOOL u- 0 o Q
EXISTING LOT LINE z Lu 0 w
—�� E. SAGEMOOR 't ct ST. O o g 14 g WEST ADA COUNTY SCHOOL DISTRICT >z Y o o �_
Lu
`5- 8,160 SF `0 8,040 SF EMERGENCY SERVICES EXISTING SEWER LINE W/ MANHOLE w cn Q w a- 0 0 m
_ _ _ _ 99.95' L=3
T ('ROBS - N BL OC!( 3 I I FIRE - CITY OF MERIDIAN V) 0 0 0 Q J 0- U)
r� t� 120.00' - " POLICE - CITY OF MERIDIAN EXISTING WATER MAIN
J 120.00' ox NOTES:
J ^ 31 0 3�•0' I EXISTING WATER VALVE Q
'� o � 1) ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY SHALL W
1 � -c o + 0 6 0 13 0 0
-0 � s 1O F I 8,040 O F I L �Nx- HAVE A 10 UTILITY EASEMENT. ® EXISTING WATER WELL ~
2 ALL SANITARY SEWER MAINS SHALL BE 8 0 UNLESS
� J ) Z
N 119.97' b OTHERWISE SHOWN. ® EXISTING STORM CATCH BASIN w
129.11' �_ 120.00' y
c�ln o 120.00' 3) ALL WATER MAINS SHALL BE 8 0 UNLESS OTHERWISE Q Q
II I SHOWN. EXISTING LIGHT POLE W
x 4) DRAINAGE SHALL BE DETAINED ON SITE VIA SURFACE
o O o 0 0 o
00 10 o O7 0 12 0 s I AND/OR SUBSURFACE FACILITIES AS APPROVED BY THE CITY OF EXISTING SIGN
8,159 SF �'� 8,040 SF co MERIDIAN AND ACHD.
0 V 8,732 SF 8,160 SF
00 ���� c I Lq T T PROPOSED ROAD CENTERLINE
5) POTABLE WATER SERVICE PROVIDED BY MERIDIAN CITY.
120.00'
cn
j \ / 119..f9 - - - - 6) BLOCK 2 LOTS 4 & 17, BLOCK 3 LOTS 1 & 9 ARE COMMON
127 76' 5 - - 120.00' LOTS TO BE OWNED AND MAINTAINED BY THE H.O.A. - - PROPOSED ROAD RIGHT of WAY
38.0' "
(3 I 7) THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE
Q � \ N Og o Og 11 I o IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION WATER. PROPOSED LOT LINE
8,160 SF i � l QD SANITARY SEWER SERVICE PROVIDED BY MERIDIAN CITY.
LL. 120.00' I 8,641 SF I 8,139 SF \� 8,309 SF 8) THE ROADWAY IMPROVEMENTS SHOWN ON LOCUST GROVE AND BLOCK 5 5 BLOCK AND LOT NUMBER
o - 0 125.97' 115.64' VICTORY ROADS ARE FROM DATA OF RECORD FROM THE ADA
F / IRR IRR I o R- - - - - o� \ - COUNTY HIGHWAY DISTRICT AND MAY BE SUBJECT TO CHANGE.
2B - 109.59' PRPOSED REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK
CD - i QZ6g 12 - —187.90' L 9) AE FLOOD ZONE ON TEN MILE CREEK FROM COUNTY WIDE
o nn FIRM PANEL 16001CO234J EFFECTIVE 06-18-2020 PROPOSED SANITARY SEWER W/ MANHOLE z
w / 1 - �' h' 9,823 SF 8"W PROPOSED 8" WATER MAIN
Oo T y /X 1,3g70'-29.50' 67. 67.00' 9.54'176 �_ .i���� \ �� I z z
0- � \ �/� \)l �� / 4 4-_44.30' L=3�'1� N, N� EXISTING HOME AND IRR IRR PROPOSED PRESSURE IRRIGATION W O 00
'- > /X � � - I_ OUTBUILDINGS TO BE
0 y �� -� 24,807 SF Q- r` M
L 00 \ �� S2 REMOVED. PROPOSED FIRE HYDRANT J w
Q) m \ �' FLOOD PLANE AE ZONE of \ O Q O
SEE NOTE 9. I 5 o I O o (� o _ Lu
IN ''�RR ll __ PROPOSED STREET LIGHTIGHT J Q Z O
\ I 8,165 SF 8,0 0 SF I LLJ
8,040 SF O UI o \� O nc - I CO
O
E N \ >y �� 8,368 11,30E- _ " m
_ W
N o
Q \ , >>'' \\� I 69.07' � R/W 38'-0" R/w Q Y Q
= - l \ V 49.34' 33'-0" �
7� DRAINAGE BASIN 85.79 - - FUTURE ACHD ROD z W 0
67.00' 67.00' _ ��- 5'-0" 8'-0" 16'-6" 16'-6" 8'-0" 5'-0"
"U' 68.41' 66.89' ==8gr ����� I I IMPROVEMENTS _ W W
_ �� O 14'-6" 14'-6"
E S 1 4 CORNER w
/ 9 �„_ \ I M SLOPE 2.0% SLOPE 2.0%
o SECTION 19 �0, F � ' SE CORNER z U Lu O
454.91' i J W W co O
FND BRASS CAP — SECTION 19 W J = z o
o "aCNT M- 431 c ❑ G °�°� ALUMINUM CAP PLS 14337 O
19 - w _ w _ _ _W_ _ _ _ Y` _ LOCAL STREET SECTION ^� 2 /Q� w o
0 o - o NTS I..L U U 0
0 °✓ Sew F� ""Sew VICTORY" ROAD sew e T �
OWNER APPLICANT ENGINEER SURVEYOR
I j , CHALLENGER DEVELOPMENT, INC. SCHULTZ DEVELOPMENT MATT MUNGER, P.E. TRAVIS FOSTER, PLS, CFedS SHEET NUMBER
1977 E. OVERLAND ROAD MATT SCHULTZ NV5 NV5
0 " It, FLOOD PLAN MERIDIAN, ID 83642 PO BOX 1115 690 INDUSTRY WAY, STE 10 690 INDUSTRY WAY, STE 10
SEE NOTE 9. MERIDIAN, ID 83680 MERIDIAN, ID 83642 MERIDIAN, ID 83642 ppi
w = (208) 342-5400 (208) 342-5400
Q Q \ UNPLATTED TRADEIy/NOS SUBD/!//S/ON PHASE 2
v /BOOK 107 PAGES 14870-14872
uu