PZ - Access Easement Preliminary Plate the Tetherow Crossing Subdivision T o N ntonOr
\ 35' W.C. \ SW4 F THE SW4 OF Section 36, T.4N, R.1 W D a
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PLS 10561
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CONCRETE SIDEWWALK PER CONCRETE SIDEWWALK PER n w a wwoodpine5l c
ACHD STD.DWG.SD-709 ACHD STD.DWG.SD-709 z a °
3"ROLLED CURB PER 3"ROLLED CURB PER ? > ;
ACHD STD DWG.SD-702 ACHD STD DWG.SD-702 z
CP&F NO. I w A \ trnan;trsr Z S
2019-092670 `\ N y m
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S ,/,60 I CD N m z � N o 33/47 Standard Local Street z
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z m o N W Ustick Rd U W Ustick Rd Q W U
t o W.USTICK RD.
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- m m PP.1 1 r Premier Kids
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0= - -UNRECOR ED ACCESS EASEMEN Legend �3P Oa NORTH
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I I LEGAL DE CRIPTION P BY n N PF to eECT SITE
RUT I I NORTHERL TY OWNER. NO \ as as EXISTING SEWER AND PIPE SIZE
ASEMENT OCUMENT ATTACHED,
i OLELY A L GAL DESCRIPTION, 8w 8w EXISTING WATER AND PIPE SIZE
RED B TEALEY, 06/04/12. Vicinity Map
MAINTENANCE WITHIN THE TREE I U KN AS TO WHETHER AN \
I I , � CABLE EXISTING CABLE
PRESERVATION EASEMENT SHALL \E A ACTUALLY
BE PERFORMED BY LLOYD AS PER THE I I IW �aR TE D DED. - - EXISTING CENTERLINE
MAINTENANCE AGREEMENT TO BE INCLUDED 2571 - I I
I IN THE TETHEROW CROSSING CC&R'S \ �� _ _ro` _ _-'°� _ j " I \ - EXISTING DITCH
5.0' �F5t0"- 40.0 50:0' - t.8'' 5.0' 25. 32.8
NO CA' sP 4PI aPI - -- N EO EO EXISTING EDGE OF GRAVEL
P\---u- -- --- - ---- -------- \
CONTACT DIGLINE
tz3�o � III 2574x' EP EP EXISTING EDGE OF PAVEMENT
-STORY 1-STORY 1-STORY 1-STORY �0 PROJECT DETAILS
M m \ X EXISTING FENCE 48-HOURS
,I �1 ,2� E Ste,-��/o Flo EXISTING FIBER OPTICS EXISTING ZONING RUT
I
- o 12-2 1-2 � �ppP� BEFORE DIGGING
r 5-2 4-2 3-2 S 14WO SF 1 o3s S \ /
5823 SF o 4771 SF 12 4139 SF \ 1\ 1^��I 55/en
i ZONING: R-8 - -
�� I p oo M000d 29 `./� GAS-GAS- EXISTING GAS
' I I R as \ DBw ST IRR EXISTING GRAVITY IRRIGATION TOTAL ACREAGE: 7.58 AC = 330,089 SF
2574 TOTAL NUMBER OF RESIDENTIAL BUILDING LOTS= 46 LOTS
G �T �T EXISTING JOINT TRENCH
1 -- �$�" `? I � TOTAL NUMBER OF COMMON LOTS = 8 LOTS U O
ss.1', 2ss' aw j'so I \ OHP EXISTING OVERHEAD POWER J
M aw oco GROSS LOT DENSITY = 6.07 LOTS/AC J
I " o W. �D INE ST. ��o -as I \ \`�` ' P� II EXISTING PRESSURE IRRIGATION RESIDENTIAL LOT NET DENSITY = 10.28 LOTS/AC -
' - \ O
N EXISTING STORM ROW AREA = 25.85% 85,320 SF =
04 81,g' °- 8SR=300.00 �
" 77.7 Q� I M \ COMMON LOT AREA = 15.12% 49,894 SF
+ /� I I wl 2-6 -� r EXISTING TELEPHONE _4664 SF c°.o p
BUILDING LOT AREA = 59.04/ 194,876 SF z Z
r 1 EXISTING PATHWAY
1-3--- SEATING& 3�6 I 2571 i T7Fo EXISTING TELEPHONE&FIBER - Q
3867 SF N a3sz sF I / MIN. LOT SIZE = 4 000 SF W
PET STATION 4-6 i
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4 OOSF 1 1 TOE EXISTING TOE OF SLOPE
AVERAGE LOT SIZE = 4,236 SF O
oo.o I I ; I O
E I I rn 1 I \ TOB EXISTING TOP OF BANK 2 U
E I I I 2P1 CONNECTION TO EXISTING PATHWAY
I 2-3 r
a 1 4000 SF a iv T 42, ,- N N i,..-. LLI O
EXISTING UNDERGROUND POWER
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R 15 1
PROPOSED SEWER&PIPE SIZE COMMON LOTS& BUFFERS 100.0' alp Q LU
I 33.00' � I r j� '- W
o N \ ew ew PROPOSED WATER&PIPE SIZE F
' i I 47.00' °11 QUALIFIED QUALIFIED Q � _
INGR 1_ 5'MICRO PATH\
a 4000 8F 1 a : ' 0, - r _ ACTUAL OPEN OPEN I
N f. 84t072 f I 334576SF \ r / 12so 12SD PROPOSED STORM DRAIN&PIPE SIZE AREA SPACE SPACE "'
z
oo.o' I I I I N USER'S DRAIN DITCH 8PI 6PI PROPOSED PRESSURE IRRIGATION �
0 i I 0 �i 42,°, 420' ° / (SF) CREDIT AREA (SF) o a
a 1 0 112GI 12GI PROPOSED GRAVITY IRRIGATION HALF OF 25-FOOT W. USTICK RD. BUFFER (11-3G-3.B.4) 5,134 100% 5,134
M 1 a 4000 SF I ° Ial -t---- -- --� \III 4-3 I ° 1
1 CONNECTION TO EXISTING PATHWAY
1 \ 1 PLAYGROUND & OPEN SPACE LOT 1-6 50' X 100' MIN. 11-3G-3.B.1.A 33 457 100% 33 457
1 1 5'MICRO PATH i111 PROPOSED EDGE OF PAVEMENT ( ) ( ) a \ONAL E
100.0' N 1 PRESSURE IRRIGATION �SS NG/
OPEN SPACE BENCHES,TRASH, PET STATION - LOT 1-3 3,867 100% 3,867 G\STE
PUMP STATION F
5-3 i o l 0 5-6 0 6-6%q `o Ec EG PROPOSED EDGE OF GRAVEL Q, F
0 -- - OPENMICRO-PATHWAYS LOT 13-3 SPACE OTHER NON QUALIFIED 3 050 100�/ 1,970 a
_ _ "� ----------------- PROPOSED SAWCUT
1 a 4000 SF I II I I o 4200 SF o 4200 SF�o ����_I
PLAYGROUND& I ' 1 51? 2567==2572 '
/ 100.0' I 1 Z 125.5 PROPOSED DITCH CENTERLINE SHARED DRIVEWAYS 2,409 0% -
N I I , SEATING AREA I 2567 11 U'' 10-16-20 �O
6-3 I o SEAT- - l I- i- - - -- t\\ _ - _ -_ - // TOE PROPOSED TOP OF BANK qIF �QP
r rg a000 SF a I - 257�=_ �� W�. TOTAL OPEN SPACE 49 894 SF 44 428 SF Ppss OF �SO�
z I '- op 2ss' 4z.°' 2.0' 40s' ioi a S 5292 roE PROPOSED TOE OF SLOPE /( ER\C
7
100.0' ��o , -8W 8W 100.0'
w I �9 36 36 1s'. ' o,51 - 8 5 N I ----------- PUID EASEMENT
I ® I ,-r o Moti� _ ti I QUALIFIED OPEN SPACE PROVIDED: 44,428 S
�0 I 7-3 I o W. WIND DRIFT M �r zs° 7-6 I o . .
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PROPOSED GRADE BREAK 13.46/ Or-�a ; 4000 SF a �a��Ol _ i �; I 1 � � RSS \ III 436a.'SF I�a - o MLO •
` I 7"' 76.5• � o. V ! I ( � 0 O
d �0 I 00
o I 100.0' o�. -- ' I / R3�' / 103.1' -- -- PROPERTY LINE • •
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, _ TOTAL OPEN SPACE PROVIDED: 49,894 S c. co �� •
,' I ° doo SF J' 1 M A 1 �-5 `� I 8-6 I p EXISTING FIRE HYDRANT o • • • • •
4 _ ,1 15.12/0
i 8-3 00' o / P i I ? 4148 SF /I ,2�j��1 4021 SF I
°a f 4000 SF a 1 / ' i � l i I I
PROPOSED FIRE HYDRANT
- I oo.o' 1 ° sa.8' s.o' u
N I I 1 100.0, 00
I of 1
I o I 2-5 1 A � /' 9_5 0 1 g_s o PROPOSED WATER VALVE •
4 d 9-3 0 I 4003 SF i! 1 o- l 4008 SF a 1 4000 SF 0
1 00 SF i i a
I P 33;00' I . 1 I 47.00' O PROPOSED WATER METER
i ss.o'
NO CAPI 00.0' I 47.00' I 98.9' I I I I 100.0' O
i I -2572_ 33.00' 1 B PROPOSED BLOWOFF
4 I Uj
2572 I o a 3-5 s"I o 8-5 1 in 10-6 1 H iz
10-�- 0 1 / 4010 SF - a - 4008 SF a a I 4000 SF 1 Q 4
a000 SF
1 1 LO EMERGENCY VEHICLE TURN MOVEMENT
K / 1 I--- 99.0,
Notes
oo.o' I ss.1' I I m 100.0' as
I 1 V 20'WIDE,28'INSIDE RAD.,48'OUTSIDE RAID.
0 1 1 1 <
/ I I 4-5 I n a II 2 b 11-6 1 R
1 11-3 a 4017 SF I 11 0 II 7-5 o 0 1. CURRENT ZONING: RUT; PROPOSED ZONING: R-8. ��
4000 SF a I II iI 4008 SF a N a 4000 SF a oU
2. SANITARY SEWER SERVICE TO BE PROVIDED BY EXTENSION OF CITY OF MERIDIAN s�
1 100.0, I
99.3' 11 100.0' SEWER SYSTEM. �
1 q I 00 Contacts N
5-5 osl o :I I N I N R-� 3. DOMESTIC WATER SERVICE TO BE EXTENDED FROM CITY OF MERIDIAN WATER SYSTEM. o�
12-3 II - I 6-5 12-6 l- �� _<
/ o 4164 SF I II I 4111 SF
1 4041 SF I 4620 SF �� HAYDEN HOMES IDAHO, LLC 4. THE DEVELOPMENT OF THIS PROJECT SHALL BE IN ACCORDANCE WITH THE APPLICABLE Pz
-------- II -----------� ��----- N
5'MICRO PATH ° \ I I 2 CITY OF MERIDIAN ZONING AND BUILDING ORDINANCES. H
104.8' I o I ti TIM MOKWA
�' OWNER 1406 N. MAIN ST. STE 109 z
13-3 % 769 81's 83.a 5. THIS PARCEL IS NOT LOCATED WITHIN A FEMA MAPPED FLOODPLAIN. g
, 1970 SF sTRASH CAN PAD 8w I 6w 8w 8W 8w 8w " MERIDIAN, ID 83642 IOU
/ 11s.o' tss.s' o o N 6. PUBLIC UTILITY IRRIGATION AND DRAINAGE EASEMENTS ARE AS FOLLOWS: w
-� ry as 14-3 ` - ° iW P� I s tza3,.5_�_^ 8 CELL: 208.869.9785 1.0
«a 3194 SF O ST ROW co -t* - 6.1. ALL COMMON LOTS, INCLUDING SHARED DRIVEWAY COMMON LOTS, ARE HEREBY Ino
BUILDING
470' 42°'`. ' a2.o' ° 3.2 a,.o' 4,0 4,0' 34.0' 85319 SF ass' a7° " ERICKSON CIVIL, INC. DESIGNATED AS HAVING A BLANKET EASEMENT FOR PUBLIC UTILITIES, IRRIGATION
SETBACKS �- - - _; 3 __ - 6 AND DRAINAGE. <4
-- - - --- -- I I 1 - - _� tip' _ _ ROSS ERICKSON, P.E.
F_ I I \ O
ENGINEER 6213 N. CLOVERDALE RD. STE 125 6.2. ALL BUILDING LOT FRONTAGES TO PUBLIC STREETS HAVE A 10-FOOT PERMANENT �o
1 I - 47.00' I BOISE, ID 83705 EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE, MEASURED FROM
�� 16-3 <�I I - I "- OFF: 208.846.8955 THE PROPERTY LINE.
15-3 17-3 i0 18-3 1 � 33.00' I / 0w
o 4723 SF Io 4201 SF o 4zot SF o a2z9 SF $ 19-3 0 2dT31 0 21-3 22-3 m M I u n
l I 4121 SF o 4121 SF; 0 4121 SF o 4829 SF 2-4 3-4 6.3. ALL BUILDING LOT FRONTAGES TO SHARED DRIVEWAYS HAVE A 10-FOOT x�
5051 SF o '4725 SF o ¢3
1 __ ' LAND SOLUTIONS PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND DRAINAGE, w
�. { I I I --2573- I CLINT HANSEN, P.L.S. MEASURED FROM THE PROPERTY LINE.
I PROFESSIONAL �3
251 E. 5TH ST. STE A
YPk)11\1T 4PIJ �� ___� ______ _T�_ I �� - LAND SURVEYOR 6.4. ALL INTERIOR SIDE LOT LINES HAVE A 5-FOOT PERMANENT EASEMENT FOR PUBLIC o 00
° API __4PI 4PI ------ --- ° v6L PE `° N��---_ _ _ MERIDIAN ID 83642 3
47.a'_1 --4z.o- -4z.o'-2 - -4,.0'- 41.0'- #PI 4PI 4PI ' ryp ° �2�s, 4PI 4PI OFF: 208.288.2040 UTILITIES, IRRIGATION, A
---- ------ - _ { t6 -- �'-J_ 6.5. ALL REARLOT LINES AVE A 10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES,
_ - -- / IRRIGATION, AND DRAINAGE.
23� Z�:S` -1.9 -SY.5 --
--- - _ ---- 6.6. A 10-FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES, IRRIGATION, AND Q
35 36 �-2573 - Q !! SJ_T NO.�OkS=OS1465- - DRAINAGE, IS DESIGNATED ADJACENT TO THE SUBDIVISION BOUNDARY.
- - - - °O Parcels Included 7. IRRIGATION WATER WILL BE PROVIDED TO EACH LOT IN ACCORDANCE WITH IDAHO CODE Z
---- N co
Q CO\-----=---_-_-_-_- -- 2575 36 31-3805 (1)(B). THIS SUBDIVISION IS LOCATED WITHIN THE NAMPA MERIDIAN IRRIGATION i > � w
CP&F N0. BASIS OF BEARING J - _ - --- -- 1331.09' 1/4 PARCEL # 1 SO436336156 -7.58 ACRES DISTRICT, ALL LOTS SHALL BE SUBJECT TO THE ASSESSMENTS OF SAID DISTRICT. > a m z 11
10910�699 u - - - W 1/16 1 TAN, R3.E. SEC. 36 8. BUILDING SETBACKS AND DIMENSIONAL STANDARDS WITHIN THIS SUBDIVISION SHALL BE 19 � o � o m
- - 1035.23' � _. z
- - - - - - - - - - - - - - - - - - - - - - - - - - 201&120067 CP&F NO. IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN.F NO. Q
0- ir = ¢ �
p 2017-120066 Z rr �
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- w a LL o
CREASON CREEK = MAINTAINED BY THE SUBDIVISION HOMEOWNER'S ASSOCIATION, OR ITS ASSIGNS.
N Parking Summary � JOB NUMBER:
R-8 10. LOTS (L-B) LOT 14-3 IS A SHARED DRIVEWAYICOMMON LOT FOR THE BENEFIT OF THE
X/7
Z GARAGE PARKING (2 PER LOT) 92 STALLS ADJOINING LOTS 15-3, 16-3 AND 17-3. MAINTENANCE OF THE SHARED DRIVEWAYS SHALL W IDB2096
N BE AS SET FORTH IN THE CC&R S PROVIDED FOR THIS DEVELOPMENT. LU DATE: 11-9-20
PRELIMINARY PLAT (R-8) DRIVEWAY PARKING (2 PER LOT) 92 STALLS 11. PARKING SHALL BE RESTRICTED AND NO PARKING SIGNAGE SHALL BE INSTALLED THE a SHEET NUMBER
SHARED DRIVEWAY LOCATED ON COMMON LOT 14-3.
ON STREET PARKING 30 STALLS 12. DIRECT BUILDING LOT ACCESS TO W. USTICK RD. IS PROHIBITED.
0 60 120 PPOI
Feet
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