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PRELIMINARY PLAT FOR
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SLATESTONE SUBDIVISION 8856
n,,. 9/21/22 0
0 A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SECTION 24 a vF of
0� TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN o G. CARp�-
� ADA COUNTY, IDAHO
W BEAR TRACK CT
`n SEPTEMBER 21 , 2022 cr cr
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W O O 0-1N W Y Y W W
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LLJ PROJECT w z O z O Y a > a
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U-1 W GRIZZLY DR
O LEGEND SHEET INDEX R'�FNeq c
LL — — — — SUBDIVISION BOUNDARY LINE C0.0 COVER yCgNgC o
O C1.0 LOT DIMENSIONS
Z R/W ROAD RIGHT-OF-WAY 0 30 60 120 180
0 C2.0 SITEPLAN
U) — — — SECTION LINE C2.1 ROAD&UTILITY PLAN&PROFILE
2 C3.0 EXISTING CONDITIONS
c — — ROAD CENTERLINE
W
Z 61 FOUND ALUMINUM CAP
W
H
~ 1 LOT NUMBER Z O
O a
1C COMMON LOT NUMBER U
U W VICTORY RD j U
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VICINITY MAP
SCALE: 1"=500'
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_
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- SITE DATA
z
H OWNER SURVEYOR z
- - - - - CHARLES&MARIA RAUCH ROB O'MALLEY, P.L.S.
0 2707 S STODDARD RD T-O ENGINEERS, INC. ''^^
m(/ MERIDIAN, ID 83642 332 N BROADMORE WAY YI/
H - NAMPA, ID 83687 z 0 z z
PH:(208)442-6300 W Q Q O
O DEVELOPER a N
- - - - BRADYLASHER W W O N
W •
Z LASHER ENTERPRISES co
z z Q Z
LLI GARLAND BRIAN •` / ROADWAY JURISDICTION � �
879 W BEAR TRACK CT - 1 'n >- w u 2
3327 N EAGLE RD SUITE 110-135 m c7 O a
ui
� BALING ROBERT MERIDIAN, ID 83642 ____ ADA COUNTY HIGHWAY DISTRICT '� O 3 w c.
943 W BEAR TRACK CTL MERIDIAN, ID 83646 0
MERIDIAN, ID 83642 m O O O u, Z
R2737410450 R2737410420 SKIDMORE RONALD PH:(208)871-0004 SEWER AND WATER PROVIDER z
HENZE MICHAEL 815 W BEAR TRACK CT `�' 0 Q 3 w Z
C/) brady@lasherenterprises.com CITY OF MERIDIAN SEWER AND WATER W _ _
Z 2606 S COBBLE WAY MERIDIAN, ID 83642 KOLAR EMIL M 1 w oOC m 3 � a
MERIDIAN ID 83642 2683 S BEARTOOTH WAY Q
W
R2737410430 Z m a — u w
R2737410460 MERIDIAN, ID 83642 PLANNER FIRE DISTRICT
= BUSCH BENJAMIN R0855011090 O Z a o >
H 975 W BEAR TRACK CT WOODHOUSE BRANDON BECKY YZAGUIRRE MERIDIAN FIRE DISTRICT Z ,^,� Z o p •
LL MERIDIAN, ID 83642 911 W BEAR TRACK CT T-O ENGINEERS, INC. c7 rn O
MERIDIAN, ID 83642 Z • c�
O R2737410450 STEVENS FAMILY TRUST 2471 S.TITANIUM PLACE ZONING AND SETBACK
R2737410430 t a
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Z EDEN RYAN 847 W BEAR TRACK CT MERIDIAN, ID 83642 EXISTING ZONING: RUT 00 m
0 2632 S COBBLE WAY MERIDIAN, ID 83642 z N m '�'
PH:(208)323-2288 PROPOSED ZONING:R-8 RESIDENTIAL Z =
MERIDIAN ID 83642 R2737410410 O
= v
FRONT GARAGE) 1 '
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U R2737410470 I SOLETO EZEQUIEL ( )
— — — FRONT TO LIVING AREA = 10'
— — — — — — 2727 S BEARTOOTH WAY
ENGINEER
LL
REAR = 12'
— A JOHN CARPENTER, P.E.
COMMON MERIDIAN ID 83642 ,
0 _--- � R0855011100 T-O ENGINEERS, INC. STREET SIDE 10
1CRAN I
2 I 332 N BROADMORE WAY INTERIOR SIDE =5'
D_' — — NAMPA, ID 83687
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IRRIGATION DISTRICT
PH: 208 442 6300
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NAMPA AND MERIDIAN IRRIGATION DISTRICT
Cn �� �� � 5 4 2
7 UO
3 2 z
Z I ( REDENBO NEWON
0 2749 S BEARTOOTH WAY O
BLACK STUART
U 2658 S COBBLE WAY 19 MERIDIAN, ID 83642
� \ MERIDIAN, ID 83642 8 C (. R0855011110
0 . : R2737410480 AREA AND LOT SUMMARY U
\ O n/� � g � TOTAL AREA 219,542 SF 5.04 ACRES LL >
0 TOTAL EXISTING PRESCRIPTIVE g 276 SF 0.19 ACRES
RIGHT OF WAY(STODDARD RD) O
VELAZQUEZ MARLON I I W. SCORIA CT. 18 U SKIDMORE RONALD TOTAL DEDICATED RIGHT OF WAY 40,712 SF 0.94 ACRES 0
Z 2710 S COBBLE WAY Q 0
Q 815 W BEAR TRACK CT
MERIDIAN, ID 83642 Q I TOTAL RESIDENTIAL AREA 146,988 SF 3.37 ACRES � M
Uj R2737410510 0 ME R2D137410480642 W
TOTAL NUMBER OF LOTS 19 LOTS
LLJ HOMER BRIAN O TOTAL NUMBER OF RESIDENTIAL LOTS 15 LOTS J
U-1 2684 S COBBLE WAY
Z MERIDIAN, ID 83642 14 C 17
TOTAL NUMBER OF COMMON LOTS 2 LOTS
� U) W
ZR2737410490 I 9 _ TOTAL SHARED COMMON DRIVE 2 LOTS
LLI I 10 11 12 13 PROPOSED RESIDENTIAL GROSS DENSITY 3.09 LOTS/ACRE w O
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I AVERAGE RESIDENTIAL LOT SIZE 9583 SF 0.22 ACRES r ,
MADRID ERICAC* MINIMUM RESIDENTIAL LOT SIZE 6098 SF 0.14 ACRES z z V 0 2771 S BEARTOOTH WAY OPEN SPACE 12.6% 0.61 ACRES C
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16 R2737410430 G
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LU BECK DANIEL RAINES RANDY h -
2889 S COBBLE WAY 'y 2833 S STODDARD RD ELLIOT CALEB
N MERIDIAN, ID 83642 2875 S STODDARD RD
R6970140090 MERIDIAN, ID 83642 MERIDIAN, ID 83642
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R6970140100
MERIDIAN, ID 83642 ATTENTION:
aW CURTIS SCOTT R2737410430 0 1/2 1
J Z 2879 S COBBLE WAY
a MERIDIAN ID 83642 IF THIS BAR DOES NOT MEASURE
w 0 R6970140120 1"ON 22x34 SHEET or 1/2" ON
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11x17 SHEET,THEN DRAWING IS
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w O NOT TO SCALE
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3 H DATE: September 21,2022
o N
U O PROJECT: 210791
M O SHEET:
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NOTES 8 56
H 1. LOT 8 SERVES AS A SHARED COMMON DRIVE FOR LOTS v qTF \11)P Q-
D_ LOT 5,AND S SUBJECT O A BLANKET INGRESS/ TO
Oy�G. CAR?�-���
EGRESS, PUBLIC UTILITY, IRRIGATION,AND DRAINAGE
U) EASEMENT THAT SHALL BE OWNED AND MAINTAINED BY
U) THE SLATESTONE HOMEOWNER'S ASSOCIATION.
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Of 2. LOT 14 SERVES AS A SHARED COMMON DRIVE FOR LOTS N X > > ~ ~
W 16 AND 17,WITH A LANDSCAPE STRIP ADJACENT TO LOT � N o O O ❑ a > a
W 13 AND IS SUBJECT TO A BLANKET INGRESS/EGRESS, p p z p Lu U x O �
z PUBLIC UTILITY, IRRIGATION,AND DRAINAGE EASEMENT w cn m Q m w U a U
Z SLATESTONE(D THAT SHALLHOMEOWNER'S E OWNED R ASSNTAINED OCIATION.ON. THE m p o U Q
W
Q 3. LOTS 1 AND 15 ARE SUBJECT TO A BLANKET PUBLIC w
I- UTILITY, IRRIGATION,AND DRAINAGE EASEMENT THAT
LL. SHALL BE OWNED AND MAINTAINED BY THE SLATESTONE o
O HOMEOWNER'S ASSOCIATION.
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35'
13 R/W EASEMENT 60 65 836 97
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W
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= O NOT TO SCALE
3 H DATE: September 21,2022
o N
U O PROJECT: 210791
M� O SHEET:
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= R/W R/W R/VV 35' HALF RIGHT-OF-WAY SEWER AND WATER NOTES Q�o�c`�s�O�sTERFcy��
O I 38' RIGHT-OF-WAY I I
35 8 56
f �1 1. THE PROPOSED WATER MAIN FOR THE SITE WILL CONNECT TO THE
SIDEWALK EXISTING MAIN IN STODDARD ROAD.ALL RESIDENTIAL LOTS WILL
>_ SIDEWALK 12' 12' SIDEWALK I CONNECT TO THE PROPOSED MAIN VIA SERVICES. J'J 9 21/22
J
2 5' 5' 2 I 1, 5' 6' 23' 4T Q�
U I 10, 10' I 6' 2' 2. THE EXISTING HOME LOCATED IN LOT 9 SHALL REMAIN AND WILL vQ F OF
� 1.75 0 2%SLOPE 2%SLOPE 1.75% 1.75 �SAWCUT 2% SLOPE CONNECT TO THE PROPOSED WATER LINE AND REMOVE THE EXISTING y��'• CAR?F'�
-� f- �, �,I `� �, �, �, �, �, f- WELL THAT IS CURRENTLY IN USE(SEE SHEET C3.0 FOR EXISTING WELL
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W OF PAVEMENT � N w Y Y Y w > a
Lu 4. STORMWATER WILL BE CONVEYED VIA CURB AND GUTTER,PIPE,AND w z O z O
Z SAND AND GREASE TRAP TO AN UNDERGROUND SEEPAGE BED LOCATED o c� O O U Q � Q
Q LOCAL ROAD TYPICAL SECTION STODDARD RD TYPICAL SECTION (MINOR COLLECTOR) 2 IN THE W SCORIA CT RIGHT OF WAY AND LOT 15. m Q m o m U U 0-
Z SCALE: NTS SCALE: NTS O IO
W 5. PRESSURE IRRIGATION WILL BE SUPPLIED TO LOTS BY THE PROPOSED
O LINES SHOWN,WHICH WILL CONNECT TO THE EXISTING IRRIGATION LINE 0 15 30 60 90
R/W R/W ADJACENT TO THE NORTH BOUNDARY, IN FALL CREEK SUBDIVISION.LOTS w
H 47' RIGHT-OF-WAY 1-6 WILL HAVE PRESSURE IRRIGATION SERVICES THAT CONNECT Q
O DIRECTLY TO THE EXISTING IRRIGATION LINE IN FALL CREEK SUBDIVISION.
33'
Z I �
O
SIDEWALK 16.5' 16.5' SIDEWALK
� 2' 5, 5, 2'
14.5' 14.5'
W 1.75% 2%rOPE 2% SLOE 1.75%
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LITY EASEMENT APPLIS TO
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INV OUT=2632.86'(S)
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\ _ SEE SHEET C3.0 FOR EXISTING CONDITIONS I d > RIM=2639.72'
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CONNECTION TO EXISTING �'I ATTENTION:
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_ O I rRIM=2641.41'
0 H INV=2631.30'(IN) DATE: September 21,2022
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U O II PROJECT: 210791
M1 O I I � SHEET:
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264
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Q - - - - - - - - - - - - -- - APPROXIMATE FINISH GRADE
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- - - - - - - SSMH-4
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- - - - - - - - - - - - - - - - - - - - - -
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W263,rINV OUT=2633.20'(S) I 635
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IZ 263 630
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H
O APPROXIMATE LOCATION ON PROPOSED WATER MAIN
2
F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Cn - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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STA=0+99.95
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(D H DATE: September 21,2022
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U O PROJECT: 210791
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Lu
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W
w 11x17 SHEET,THEN DRAWING IS
= O NOT TO SCALE
3 H DATE: September 21,2022
o N
U O PROJECT: 210791
M� O SHEET:
r
U
0
N
J