HomeMy WebLinkAboutMeadow West Subd. (Formerly Silverstone PUD) - Preliminary Plat, 11-25-2015 Preliminary Plat o
MEADOW WEST SUBDIVISION w o
A Planned Unit Development NOV 15 2015 '"'w
Located In LL
PERRINE POINT SUBDIVISION ;..4z Lr~ 3
ZONE R-2 PLO SW 114 ,Section 7
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PER NE POINT SUBDIVISION TOWIIS p I 17 e Mer2daanXx o o F
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w ' m. $ ':' 'm A m m - u _ 16575 15Lft1 417
132D0'i 106.59' •p 66.56' 61.00 .IX 58.00' 6400' -. '.-.� - U u 1 A 2
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a v'n I PHASE IS s6IX• ss.o¢' saop• 64.00' szoo' 9
e SKETCH
g 4' a 28 tiM _ 4 36 - - _ zo
n 5 W,y 27 26 = 25 ^ - OC S PHASE 4 sl l
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in �d.: $ } 1 �R 2 3 a 4 y 5"x 6 7 49 s q, 12 aooD F 63 '�-, 12
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8 9 s; 10 11 s 12 13 N BZ 31�� 41� 5 4 a Ts 8 s 0 1n
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PHASE]4 fisG4 0o V r a
a a `PHASE S �¢¢
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58X se.00' PHASE 15- PHASE 6�a ,A.-- --- g+, AVE.ee 00• __ .W y... :_w.-xi. ..-, 60.G0', 60.00' `60.G0' 6/.00' 82.66' .. - �J- Rd o ,..
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20- - - JB 41 61.00' fi4.00' 80.B2' 13-�$ -ytO 155.87' 164.G8'
S r q 8 26 r� 25 e o -j 22 0 -21 a a4a1 _ BL4T�'K 65s.ao �y .• 31 w. IsS.ar w' SEC. 3 h•�I
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-,ry _ 18 24 23 g 19 18 5; 17 16 g e ce I ar IX.ao• �' \,'., `� s1 ADDISON AVE.W.
x Q¢ a a a n a by„ � 9,� 8
14 $ B' N.T.S.
y r4i4 Do s s' ao 15.x x 14 M $ $ 6
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7 +2°K Design Data:
v B• PI PI I'I' 15 8 \r'i 9 S � 191,47' fi426• N O
ID y, 52 3 - 64. •56. s6. s s a- s• 6 \rr ,,M$'- o PARCEL NUMBER: RPT00101070000
4 5 � 7 5 8 h 9 r w 16 a 1i g a ��21 L.
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e 3 a 8 a 6,'8 10 i3 g 12 13 1 j 'S c� ...IIs.Je' N 11. q, 1 t 1.... OWNER 1411 FALLS AVENUE EAST,STE 1002
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e If 56y Sy I'
a m 8 8 r _ 8 3 4 s 5 VASE 6
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PHASE 130' 1ss.aB' BLOCK 12 "' a - a ` 08-736-9294 301
A 8
PHASE 10
- 787I' i. ,00 Sa OG' 5800' 56.00�. 56.00' PHASE I2IX' S6.00' S6.00' 5a00' PNASE7
., '.. t .n` N .4:".( � c_ IN FALLS,IDAHO 8
z --- sr. PH.2
54.00' - 54.00' S6.00' __I -"-. 56.00 ]4.p8' 8 TRACT E I36.00'-� 0.g IMM' TWIN
O c 827I 56.00' S6m' � n 7a41'' 56.00•' 55.00 S5.W' �0.08'- S'� �\ 1 f � 1 3
o I PHA 11 8 9ze7• "RE7FI�IION , 1t2 - a- 13 _ 2
_ � .. � �R � 19 - -a ... j L, o � �& "E„. -... •._$_.._. .. _ �t ��' ENGINEER: EHM ENGINEERS,INC.
13 WW25 4 23 o sboo sa9G' 16 s15 W 14 a§,eDO CF 3 �O 26
IS 17 Q Q 6 CT A, \�- SE, 3 IIGW �' -^:n M { 110.W' 621 N.COLLEGE RD.,SUITE f00
2.. 21 20 x x h 1 h _ ;c, TWIN FALLS,ID. 83301
a z ifi0m' `Ibo' vss.,. s 0.0.- cT `$• o "TPA-. \.,..f' PHP_' rWn osao' \ 8 3 s (208)734-4888
w 5 s .� `�• 5 ut '` i t� `A oo 12 CQ 3 '--
p •FI " 09' S W' 5 0 51 5. ^� cb d,,: - Q
g ��o. ',Z 140.ao• f°� EXISTING ZONE: R-2 W
•PI .pl I n.a6' �:4E4' ) 24 Iz3s3' 0.0. N lJs.ao• ICI
w uur 11 4
j 1$ 15 14 .. fi 6 W 6 5 .IS' L' rJJ l - " SQ 8 .:' .�
$ e I r 6 s - �., g U 1 ` M z PROPOSED ZONE R-2,R-2/NCO
o y \ J' c.G12150' j-rn fm.W'
s - - - \ <�• c$' oo' s $ a EXISTING USE: AGRICULTURAL
^ 3 8 4 q 5 a 6Ri ^ M
ifi0m•----- 41.„ 5,g 6 x-,� 57r-g 8'�,R q c� ses•sr4s'E `4 i 5 PROPOSED USE: RESIDENTIAL,NEIGHBORHOOD COMMERCIAL
a 8 -
m m �• - `E' 103.74'
I6a46 ]B.SB 64.00' saoo' sago' so.o¢' 6o.w ASE 1/" _ a 3�
--- ---- Jzs4c----- ------� - _ p n� 14 8l .ei• n - DEVELOPMENT AREA. 71.52 ACRES
._,-, ,y_ _, 60¢0' 60.00' fi0.00' 64.00' ]761' °vi 84.18' _ 5400 56.00' 6{.00'
erss -'so.00' eo.Go' S6.ao' 64.G0' _..� ---sa¢o' 54.0G s4.00' s4.¢o' PHASE7.,
PHASE 9, bo¢¢' ba.oG' sem` se.ao' ev6r _ - N z
- _ _ - 8 4 oN VARIANCE: NONE REQUESTED
n ]B.7B' 60.00 60.0¢' fi0.00 loo.ao' _
I2000 120.00' .R� �
_ 60.00 60 G0 60.00' � 21 12000 � 120.rJ0' r `3 I � - 3
24 W�23 22 � 21 �i 20 � 19 18 °s`O � 8 Lf9�rK 8 PHASEB � N;y 7 s
"Q 8 14 W W 13
a i7 16 -vz `� $ 18 g I7 5 14 a l3 8 2 g ll - 13 ��8 tz9t9' �' 8 7 9 _ I4o GG' SEWER: CITY SEWER
IS 16 I I 10 z
� ... y I ¢ REVISIONS
.8Aqi T1tACTB 6 �0 6 6 e ¢' s `Kv YS¢0.1Ys1. ,d'' 4b, s�. s 6 6 '• flro ao' �8 1j 18 20- <� m `ry 5:,. $ 1 WATER: CITY WATER
1 t 74,000 CF ` "PI - �' STREETS: INTERIOR SHALL BE STANDARD RESIDENTIAL
j RETwnON B451N } 6' 6 G.. 4"PI I ,p . W' $ 19 :a- a Ia -- STREETS.FALLS AVENUE WEST AND
,9 - GRANDVIEW D NORTH ARE STANDARD
1 - LOCK O s ,4 s s' w.A' zsx. ARTERIAL STREETS.
' i
l 8 2 a 3 s 4 a 5 s
�- -- a
6 8 7'0 8 k 9 a 10 a 1L s� 12 8 t 'BL C 9 c Il �� � $ l8 � BL K3 � �, s �8
s :� 3 a ,=4 $ " .5-g -6,,$ 7 ,$ 8.$ 9 10 , ti c s 10
, T
- 8K
8 8 8 .; § SETflACK
fit; 1f��15ss 148 13„ S' BUILDING SETBACKS AND DIMENSIONAL
_wo. 60A0' -..60 W ....fiO.W'- ' - '� - -JEr x� --- _
.� I STANDARDS IN THIS SUBDIVISION SHALL FOR
- ��_•. � 1 j ' 2 ZONING DISTRICiSIN EFFECT AT THE
' IN COMPLIANCE
THE R
�I TIME OF ISSUANCE OF BUILDING PERMITS.
N87'32'S9"W 2623.87 �-'_ -IId10k�' 306P' _ _-56TEJ BOB 1Ap14', � .18• 69.80�0.x1.a1' 50.03 50.03' 82.52' 8438' �I
ROCK CREEK TRAIL ESTATES SUBDIVISION : -
EASEMENTS: AS SHOWN
ZONE R-2
CASTLEWOOD SUBDIVISION IRRIGATION: CITY P.I.
ZONE R-2 1 1
''.... UTILITIES: UNDERGROUND POWER,TELEPHONE.CAS,&
Drainage Calculations: CABLE TELEVISION DO NOT SCALE DRAWINGS
��. BENCHMARK: 13 9 91-280 1 NW BOLT F.HYD.SE CDR CONTRACTOR AND
DI VERIFY ALLA
CONDITIONS D DIMENSIONS AT THE
a.lean -rvr F u•Imn-a-wr DRAINAGE RUNOFF FACTORS: Vt=(A)1.6/11(ROF) IAWRENCE&GRANDWEW DR.EL.=3614.307 JOB SITE AND NOTIFY THE ENGINEER
4 �.gps_�_ryr IMPERVIOUS AREAS = 0.95 OF ANY S.OR DIS-ONAL ERRORS,
g -6•cwW I6'fieF v lum 16'rs96 a`a� s• - 6' _ OMISSIONS.IN ING- R FABRICATING
&FAM rc wro C cWw Y e• N06wNx sD63xex LANDSCAPE ARM - IES
0.25 BEFORE BEGINNING OR FABRIGNNG
t'6l1PE sxtrwx PRE-DEVELOPMENT = -0.35 Legend: ANY WORN.
46'
- DRY WELL-VOIDS = 409 PROPOSED EXISTING
DEVELOPMENT AREA =3.333,416 sf STAMP
4:1 PROPERTY BOUNDARY --."-"--.
s waves
ROADWAY CENTERLINE
6x6Iw6 w.wwr 6ccIXx� .`r nwrr Tar a•3r i` clnm A 6VII6R anw s-A z.a3ux+c mu�z RETENTION VOLUMES = -_ _ ___ -
2,Izxlx+c mugs s•e4sc muvss RESIDENTIAL IMP LESS 12000: 1106661 x 58%x 1.6/12 x 0.25 32995 cf EASEMENT LINE
;\_9.loss mu+� .wecvne-car.cr ro 9sx RESIDENTW-L'SCAPE LESS 12000. 1706667 x 58%x 1.6/12 x 0.25 = 32996 cf WATER LINE fiti'' "--
se-,aec-muancr m ux RESIDENTW-IMP GREATER 12000: 285561 x 22Z x 1.6112 x 0.95 7958 cf 8•SS
/ SANITARY SEWER LINE " s
TYPICAL ROADWAY SECTION s J TYPICAL ROADWAY SECTION .w.�..n xs RESIDENTIAL L'SC,APE GREATER 12000: 285561 x 78%x 1.6112 x 0.25 = 7425 of STORM SEWER LINE
t AL ..wram. . R/W IMP: 759836 x 91%z 1.6/12 x 0.95 = 87584 cf PI
1l
PRESSURE IRRIGATION LINE
R/W L'SCAPE 759836 x 09%x 1.6/12 x 0.25 - 2279 cf 6•GI
PRE-DEV ALLOWANCE(on lot): 2972768 x 1.6/12 x-0.35 =-138729 cf GRAVITY IRRIGATION LINE 1
e 1s'6w•r t Is•mwr TRACT A 139863 x 100%x 1.6/12 x 0.25 = 4662 cf OVERHEAD POWER LINE oNP -
46'Iu,lrt-oT-wr z' Ixs• Iz.s' z' I`-1 - APPROVED D. THIBAUL7
6' Y -6•nnm 3Y set a aem TRACT B: 80840 x 100%x 1.6/12 x 0.25 2695 cf STANDARD CURB&GUTTER -
smzxux scut 4s $ VOLUME 70TAL 9 cf ROLLED CURB&GUTTER DESIGN
aAnl swivr 6mT zn G6oxn>� - EDGE OF ASPHALT
Notes: SIDEWALK 5�-� DRAWN V. SMITH
� � ma__ �vnul6xr p R ....
-_
z- p�,�� SEWER SERVICE �- DATE 2/17/2015
:s a�A a� 3•n.ln ve�wrA\\z, c au� a 1. EASEMENTS FOR UTILITIES AND ACCESS ROADS SHALL BE DETERMINED BASED ON FINAL CO 0
4•IMLLYG �,� e a4x '�- LOCATIONS AND BE INCLUDED ON THE FINAL PLAT OR GRANTED BY SEPARATE DOCUMLM. CLEAN SCALE
9 I/z•IPSE m6YV5E I 2. REWIRED LANDSCAPING SHALL BE THE RESPONSIBILITY OF EACH LOT OWNER FOR FIRE HYDRANT C� ScaiE AS SHOWN
umvtt-wln9cT rG 96x
s W,wu_aw761,G esx� INSTALLATION AND MAINTENANCE. MANHOLE � Dwc.No. 085-08 PP
2 TYPICAL ROADWAY SECTION .s 4 PRIVATE DRIVEWAYTYPICAL SECTION x s PRNATE DRIVEWAY PLAN VIEW 3. TEMPORARY RETENTION BERMS/SWALES PROTECTING ADJACENT STREETS AND LOTS FROM IRRIGATION BOX ❑O
24---
.r. RUNOFF WILL BE REQUIRED BY THE CITY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. SHEET
4. FINAL ON SITE STORMWATER CALCULATIONS&RETENTION FACILITIES TO BE VERIFIED& VALVE T T 7
RESUBMITTED WITH COMPLETED SITE PLANS. POWER POLE $ - Yrl
5. TRACTS•C,•0,&•E•SHALL BE MAINTAINED BY THE HOME OWNERS ASSOCIATION.