HomeMy WebLinkAbout24-2546 - GreaseMonkey-ChgOrder 2-Approved 24-2546 Change Order 2 - Approved
SUN WEST SUBDIVISION NO.2 A PUD DO
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Located In � I
FUTURE I I I ! I A Portion of cam,
REMOVE EXISTING TEMPORARY STORM I 1 I Gov t Lot 4 ,Section 4 m M
DRAIN NORTH OF NEW TEMPORARY i i Township 10 South,Range 17 East Boise Meridian
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_..._.............. - ® BASIN Twin Falls County,Idaho \
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'oo tv 34.2 �+I.N-I
a' ;�' tl'00 00°E 340.29� I
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SEE PREVIOUS APPROVED PLANS aL
F.T CUi EXISTING STORM DRAIN � I I I
FOR ADDITIONAL REDLINES.
CONSTRUCT RELOCATED TEMPORARY I I 7
� RETENTION BASIN. 60'x40'x3'DEEPF-
I s MEASURED Ai TOP. I I / 4 \o0
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-....I.... ' .\ I SURFACE STORM RETENTION,,- 4Ln
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m (SWALES/BASINS/PONDS/FTC.1 QUIRES.m ii; i ' C,
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\\ \ CITY AGINEERING-IWSPECTION ` III ; / c
`\ \� Contact for engige6ring inspections: i i i ,�' W
o \\ Q 208-735-3446 OR e 4iineeringinspectors@tfid.org z
0 10' 20' 40' < �O
Scale In Feet
co -- \\ � 5' A Portion of
Lot 11, Blk 2
co
Sun West Subd. No. 2
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Topographic Legend o
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PRESSURE IRRIGATION METER
( SEWER MANHOLE
I I (9 WATER METER d U) O
a ---- --_-- FIRE HYDRANT O
WATER
_-...._-. - 204.00 5M A ' VALVE
- u H"5S-_ . TELEPHONE RISER O O
FIBER OPTIC RISER > •9
N
SIGN Q U) F�
/ ® HANDICAP PARKING SPACE N
-...--- /
t ------8"w ------%- ( i / / ss SANITARY SEWER LINE
n a /
w w WATER LINEI L
m
—EA—EA-EA- EDGE OF ASPHALT
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C o O I - CURB AND GUTTER
EXISTING GROUND J
— O w II I ------3711------
I I CONTOUR (COTF FIRE
r{- ..... ............ ....._ .L. ...... •a«. .:,III .. I _3N5- / HYDRANT DATUM)
- ..,�� Spot Grade Legend
-- ---- --- - -- / + c �: DO NOT SCALE DRAWINGS
Existing Back of Curb Elevation �d' CONTRACTOR SHALL VERIFY ALL
ENSIONS AT
Existing Top of Sidwalk Elevation *�91
JOB THE SITE.... ..._. ......_. ......... .... 10 OIT NNAND MNOTIFY THE
.... a B1 e. ....._ .._..- __ _.... ......... .. \ / .. A ENGINEER
OF OMISSIONS.
DIMENSIONAL
Existing Lip o Gutter Elevation .1Q, ERRORS. I IONS,OR Dls-
rea®Monk / I // P %. ORE FABRPANCORE BEGINNING
ICATING ES F ANY WORK.
Proposed io of Sidewalk Elevation
.1
y / I / Proposed Top of Gravel Elevation 0
P ( - inI I\ "�' Proposed Top of Curb Elevation �P�P 80
I / Proposed Top of Asphalt Elevation �Y• ��
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- - / Proposed Top of Concrete Elevation po.
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Storm Drainage Calculations: . ...... .. ... ...... .e4P1 .... .... _ ,r �� - --... 6P
Drainage Runoff Factors: Vt=I.9/12('�)(F201) '- - -- '"'»� rj
E Impervious Areas =0.95 I POLE LINE ROAD
Area Inside Limits of Const.as Shown =24,525 s( / : i CNENEY
Impervious Area =24,525 sf -- '_' - _
_ _
Landscape Area = 0 s( ...- .._.., ......—...._._.—_ — — .,..—_ .._—.._.:-—,._ —,..........— - —__ W C ENEY+ DR N7�
NORTH COLL ROAD
a Impervious Area 1.9/12*24,525'.95=3,689cf --. �.1z"w---- - __....-_.._....
- - —— v ®y z wren D. iHIBAULi
PROJECT
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N Storm Drainagge to be Retained in Temporary Retention Basin as Shown. -.� m +m+" T. MCBRIDE
Shown.3,495cf Retention Required.
v ------- �i w FALLS AVENUE
2 Temporary Retention Basin 60'x40'x3'Deep=4,032cf>3,689cf Req'd. o
T. MCBRIDE
g ma etenlion Facili y rovided hen Remmn er of Lo 11 Is sveloped 103
w
in 2 z
FILER A ENUE Dore AUG., 2025
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-� Existing Roadway and Adjacent Landscape Accounted for In Original PROJECT BENCHMARK: �
m Development Plans. 3 m +°"E AS SHOWN
8 CITY OF TWIN FALLS HYDRANT NO. 4046 - 2883, ADDIsoN AVENUE _ +xv.so. 350-24SP-DB
NE BOLT F. HYD. 700' W NORTH COLLEGE RD & WASHINGTON, r l
N BOLT ELEVATION = 3645.27 TWIN FALLS, IDAHO C_ 1
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