PZ - Preliminary Plat W AnIon Dr
z z
z
M
35' W.C.
PILS 10561
III PU I D W A shlo, Blakest
10'PUIDEASE.- 47.00'ROW EASE. Sawtooth Middle School
ILLEGIBLE 33.00'TRC TO TRC
>
5.0 0'-/ 16.50' 16.50' 5.00'
ulel Peak�t z Cc
2.00'-/L--7/ 2.00' < \N Ashby Dr
z
1.5% CL
1.5% 2% 2% 1 q z
.........� �, I - 1. . X W Apple P,�,e
06
z
CONCRETE SIDEWWALK PER CONCRETE SIDEWWALK PER
2L z
RU ACHD STD.DWG.SD-709 3"ROLLED CURB"/P'\ER' 3"ROLLED CURB PER ACHD STD.DWG.SD-709 i
:1 <
ACHD STD DWG.SD-702 ACHD STID DWG.SD-702 LU W Woodpine S1
CE
Em
z
_j
M wood" z
on
CP&F NO. 33/47 Standard Local Street Chevr
2019-092670 T MM
S 1/16 Mm zM
04
M W Ustick Rd
C�' M
M C/) cD PP.1
z _� UW.USTICK RD. W I Rd w U
M 70 C?
Z < 19
C-) > z
M M -j Premier Kids
C) 0
cL Preschool&Childcare
one Si
% W Parkstone 1:
z NORTH
UNRECOR ED ACCESS EASEMENL-- Legend %,.
LEGAL DE CRIPTION P BY PRW
SITE
NORTHERL TY OWNER. NO
BS_BS_ E
ASEMENT OCUMENT ATTACHED, XISTING SEWER AND PIPE SIZE
RUT I OLELY L GAL DESCRIPTION,
_Bw_Bw_ EXISTING WATER AND PIPE SIZE
R A
MAINTENANCE WITHIN THE TREE U KN ED B TEALEY, 06/04/12. Vicinity Map
AS TO WHETHER AN CABLE EXISTING CABLE
PRESERVATION EASEMENT SHALL \E \ A ACTUALLY
BE PERFORMED BY LLOYD AS PER THE-\ JE D DED. EXISTING CENTERLINE
IN THE TETHEROW CROSSING CC&R'S EXISTING DITCH
MAINTENANCE AGREEMENT TO BE INCLUDED
.714_c�zsk 01 v 3
NO CA6 F 4PI--4P!
------------ -
-EP-EP- EXISTING EDGE OF PAVEMENT
4
77 1 PROJECT DETAILS COWACT DIGLINE
1-STORY I-STORY 1-STORY 1-STORY _x_ EXISTING FENCE 48-HOURS
c"
------- EXISTING ZONING RUT
BEFORE DGUNG
'�__r 5-2 4-2 'q 3-2 1-2 F/0- EXISTING FIBER OPTICS
14t70 SF 1039 S
5823 SF o 4771 SF 4139 SIF I ZONING: R-8 1-800-342-1585
GAS-GAS- EXISTING GAS
2'
D_B_URN�WEST IRR EXISTING GRAVITY IRRIGATION TOTAL AC R EAG E: 7.58 AC 330,089 SF
I L �2574 R-8 _JT-JT 0
Q3. - - %% 11 OTAL NUMBER OF COMMON LOTS 8 LOTS 0
-j-266------- Ap- cc�' OHP- EXISTING OVERHEAD POWER _j U)
GROSS LOT DENSITY 6.07 LOTS/AC
>
W. \N )6b:'INE ST. Pi -1 1 EXISTING PRESSURE IRRIGATION RESIDENTIAL LOT NET DENSITY 10.28 LOTS/AC - 0
C�_
1- R= 0
C4 8S :E c) 120
EXISTING STORM ROW AREA 25.85% 85,320 SF
< U)
COMMON LOT AREA = 15.12% 49,894 SF
7'-
21 2-6 T EXISTING TELEPHONE 0
42
4664 SF
',n EXISTING PATHWAY BUI LDI ING LOT AREA 59.04% 194,876 SF z
c�
----- -1-3- T/FO- EXISTING TELEPHONE&FIBER <
C-4 JATING 2571 U) W
3867 SF PET STATION 436 SF 1 1 M IN. LOT SIZE 4,000 SF ILLI w 0
4-6 �j C) TOE- EXISTING TOE OF SLOPE AVERAGE LOT SIZE 4,236 SF 2 0 E
100.0, 4200 SF 0 LLJ
TOB EXISTING TOP OF BANK
EUNGTON C01"IFININIONS 'q 2-3 1 CONNECTION TO EXISTING PATHWAY
d - I - EXISTING UNDERGROUND POWER z
4000 SF
?f\ lo 0
R-15 4 1[11�
100
PROPOSED SEWER&PIPE SIZE COMMON LOTS& BUFFERS LU
-47.00'- QUALIFIED QUALIFIED _j
ow-ow- PROPOSED WATER&PIPE SIZE
c 3-3 F
c. 4000 SF ICRO FA I N�'\ ACTUAL OPEN OPEN LU
0,7- -12SD-12W- PROPOSED STORM DRAIN&PIPE SIZE 6
- 1-6 w
ULI
--IG72 AREA SPACE SPACE
100.01 ---------- 33457 SF z
0
_j USERS DRAIN DITCH 6PI-6PI- PROPOSED PRESSURE IRRIGATION (SF) CREDIT AREA (SF) 0�
F�
1 1 �4��O'_ 42.0' 1 0 0-
OR I 1�11 �\\\\ -12GI -12GI
�2 4000 SF CONNECTION TO EXISTING PATHWAY PROPOSED GRAVITY IRRIGATION HALF OF 25-FOOT W. USTICK RD. BUFFER (11-3G-3.B.4) 5,134 100% 5,134
-c 4-3
PLAYGROUND & OPEN SPACE LOT 1-6 (50' X 100' MIN.) (11-3G-3.B.l.A) 33,457 100% 33,457 ML
100.0, 51 MICRO PATH PRESSURE IRRIGATION PROPOSED EDGE OF PAVEMENT
51 -w OPEN SPACE BENCHES,TRASH, PET STATION - LOT 1-3 3,867 100% 3,867
\FPUMP STATION EG EG-
PROPOSED EDGE OF GRAVEL
-6 0 -�
j 5 c; 0 MICRO-PATHWAYS LOT 13-3 1,970 100% 1,970
c 4200 SF o
5-3 c
4200 SF c
4000 SF Cl) PROPOSED SAWCUT
, 1 - ', I OPEN SPACE - OTHER NON QUALIFIED 3,057 0% 3
100.0, PLAYGROUND& I PROPOSED DITCH CENTERLINE SHARED DRIVEWAYS 2,409 0%
SEATING AREA I
CN
PROPOSED TOP OF BANK 10-16-20
a-c 6-3 2 TOB
4000 SF TOTAL OPEN SPACE 49,894 SF 44,428 SF 0
29.5' 40.5' TOE PROPOSED TOE OF SLOPE
11 4 1 5292 E
100.0' 8-w 8w 100.0,
C:>1 - \,,-7/ ��i'
-,)I Pit ju)JO 19 2b ----------------- PUID EASEMENT
�4- C5,c� V� QUALIFIED OPEN SPACE PROVIDED: 44,428 SF
4� 7
-o TSD 7-6/ Lo �t Lo (D 't
c W. WIND D
------------- LO 0 0 0
6 6 ----
7-3 4364, PROPOSED GRADE BREAK 13.46%
4000 SF 0) M M
12J, 00 00 M 0 >
76-6'
T_ IL 76.5' Cco
100.0' ------ PROPERTY LINE (1) (1) 1-- >
1--- 0 It W (.0 U)
Z ---------- 103.1, 0
1 TOTAL OPEN SPACE PROVIDED: 49,894 SIF Q) CC) co 00 C
q I > GO GO Go 0
__10/ 5 _0
I o EXISTING FIRE HYDRANT 0
I 1 8-6 1 000 Cl)
�600 SF 4148 SF �1_ o 15.12%
\ 4021 SF
pt 4000 SF 1 - .=-w -
c; co
z 0
_7= 100.0,
100.0' 7 00
t D A PROPOSED FIRE HYDRANT (D
W
zq 1 2-5 v2>/
c 9-5 9-6 PROPOSED WATER VALVE
9-3 14003 SF 4000 o
c_ c- 4008 SF SF
00 SF _33.00'-
-47.00' t PROPOSED WATER METER
99.0'
NO CAPI 160.0, 1 47.60.-- 1007
33, 0'
-2572-
I LLJ
PROPOSED BLOWOFF
-c._T_ 3 5 10-
< I LD
2572 8-5 -6 b
10-3 4010 SIF d
4008 SIF 4000 SF
4000 SF t EMERGENCY VEHICLE TURN MOVEMENT
LO
p Ix /_ Notes
100.0' 99.0, 1 7
100.0' 1 '
y 20'WIDE,28'INSIDE RAD.,48'OUTSIDE RAID.
IV,
b
4-5 7-5 11 6
11-3 1 o- It 4017 SF 6 1. CURRENT ZONING: RUT; PROPOSED ZONING: R-8. o'
4008 SF 4000 SF
4000 SF 04
2. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF CITY OF MERIDIAN
>
100.0' 100-0, SEWER SYSTEM.
0 00 Contacts
5-5 i 16- C14 R-8 3. DOMESTIC WATER SERVICE TO BE EXTENDED FROM CITY OF MERIDIAN WATER SYSTEM. o�
12-3 6-5 N_ 12-6 zz
164 SIF 4111 SF 4620 SF o<
4041 SF Pz
HAYDEN HOMES IDAHO, LLC
- i.- 1 4. THE DEVELOPMENT OF THIS PROJECT SHALL BE IN ACCORDANCE WITH THE APPLICABLE
5'MICRO PAT ------------- V)
TIM MOKWA
104.8' CITY OF MERIDIAN ZONING AND BUILDING ORDINANCES. z
------
H 4
11 11 11 76.9' OWNER 1406 N. MAIN ST. STE 109 z
7 Iz- 3-3 83.4 5. THIS PARCEL IS NOT LOCATED WITHIN A FEMA MAPPED FLOODPLAIN. 0
-1170 - TRASH CAN PAD _8w 8w Bw- MERIDIAN, ID 83642
C-C 116 >
I Bw w
14-3 S 123.5' cD CELL: 208.869.9785 6. PUBLIC UTILITY, IRRIGATION, AND DRAINAGE EASEMENTS ARE AS FOLLOWS: w
ui _ c�
M I
3194 SF W P0 S ROW c') -tr 6.1. ALL COMMON LOTS, INCLUDING SHARED DRIVEWAY COMMON LOTS, ARE HEREBY
BUILDING 34.0' IR3 109WS F ERICKSON CIVIL, INC. DESIGNATED AS HAVING A BLANKET EASEMENT FOR PUBLIC UTILITIES, IRRIGATION
SETBACKS
-zl- ROSS ERICKSON, P.E. AND DRAINAGE.
17 lo
F_ ENGINEER 6213 N. CLOVERDALE RD. STE 125 6.2. ALL BUILDING LOT FRONTAGES TO PUBLIC STREETS HAVE A 10-FOOT PERMANENT 'iz
47.00' BOISE, ID 83705 EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE, MEASURED FROM
OFF: 208.846.8955 THE PROPERTY LINE.
33.00'- z
15-3 16-3 17-3 18-3
c I q 19-3 'q o�
'7 F 4201 SF 267J 21-3 '.q 22-3 1
2,3 S d ol I n
4201 SF 4229 SIF 'o 4121 SIF o 48 -4 3- Iq 6.3. ALL BUILDING LOT FRONTAGES TO SHARED DRIVEWAYS HAVE A 10-FOOT
4121 SF 121 SF1 c 29 SF 1 2 6 4
_`0 5051 SF 0 4725 S
F o
LAND SOLUTIONS PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE,
CLINT HANSEN, P.L.S.
2573-- - PROFESSIONAL
MEASURED FROM THE PROPERTY LINE.
PNT23r
Z_ 251 E. 5TH ST. STE A
T 1� L7= 6.4. ALL INTERIOR SIDE LOT LINES HAVE A 5-FOOT PERMANENT EASEMENT FOR PUBLIC
LAND SURVEYOR b
4PI-' 4PI i F 4P1--4P1----: z MERIDIAN, ID 83642 UTILITIES, IRRIGATION, AND DRAINAGE.
42.0-
41.u- OFF: 208.288.2040
6.5. ALL REAR LOT LINES HAVE A 10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES,
6.6. A 10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND
A HID RIGHOT Y PER
DRAINAGE, IS DESIGNATED ADJACENT TO THE SUBDIVISION BOUNDARY.
< INST. NP_2U51�9 465 j
35 36 c::, C UU
c� _5 L_
u- Parcels Included
7. IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE Lo
U,
z CO -z
< ------ 31-3805 (1)(B). THIS SUBDIVISION IS LOCATED WITHIN THE NAMPA MERIDIAN IRRIGATION co o? Uj
=4720_.� , 36 < co
_j 1331.09 z cc)
't
z co
BASIS OF BEARING S0436336156 7.58 ACRES DISTRICT, ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. < 5-: 0 -
CP&F NO. 1/4 PARCEL # 1 �c�co
TAN, R3.E. SEC. 36 U) c)
10919P699 1035.23' W 1/16 1 8. BUILDING SETBACKS AND DIMENSIONAL STANDARDS WITHIN THIS SUBDIVISION SHALL BE �e �
U 0-1
- - - - - - - - - - - - CP&F NO. CP&F NO. IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. w < 2 z
- - - - - - - - - - - - - - - - - 2017-120067
0 w Uj 0- U_ <
2017-120066 z Of 0-1
9. LOTS (L-B) 1-1, 1-2, 1-3, 13-3, 14-3, 23-3, 1-4 & 1-6 ARE COMMON LOTS TO BE OWNED AND a_ 0-
CREASON CREEK MAINTAINED BY THE SUBDIVISION HOMEOWNER'S ASSOCIATION, OR ITS ASSIGNS. 2
R-8 Parking Summary 10. LOTS (L-B) LOT 14-3 IS A SHARED DRIVEWAY/COMMON LOT FOR THE BENEFIT OF THE JOB NUMBER:
ADJOINING LOTS 15-3, 16-3 AND 17-3. MAINTENANCE OF THE SHARED DRIVEWAYS SHALL -j IDB2096
N z GARAGE PARKING (2 PER LOT) 92 STALLS BE AS SET FORTH IN THE CC&R'S PROVIDED FOR THIS DEVELOPMENT. LU DATE: 11-9-20
7 73
UW.USTI
Presc
z
PNORTH
L=icl
DRIVEWAY PARKING (2 PER LOT) 92 STALLS 11. PARKING SHALL BE RESTRICTED AND NO PARKING SIGNAGE SHALL BE INSTALLED THE SHEET NUMBER
PRELIMINARY PLAT (R-8) SHARED DRIVEWAY LOCATED ON COMMON LOT 14-3.
ON STREET PARKING 30 STALLS 6i
_j
0 60 120 12. DIRECT BUILDING LOT ACCESS TO W. USTICK RD. IS PROHIBITED. I-_
PPOI
IFeet Lu
Lu
X:
U)