HomeMy WebLinkAbout24-2546 Grease Monkey 1552 Sun West Way Grease Monkey Revised Retention Pond Location 1 Jell-------
I SUN WEST SUBDIVISION NO.2 A P ' (p 00
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_ \ / I I I I Located InIt
F U T U R E I I I I l A Portion of C C M
REMOVE EXISTING TEMPORARY STORM I I j I Gov t Lot 4,Section 4 t0 0
4-HDRAIN NORTH OF NEW TEMPORARY i i i i Township 10 South,Range 17 East Boise Meridian (n d N
BASIN I I I l% Twin Falls County,
Idaho
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0'00"E 340.29' L \0
w _3644-5—
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CUT EXISTING STORM DRAIN I I I C
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II
T—CONSTRUCT RELOCATED TEMPORARY
RETENTION MEASURED EASIN.AT 60'x4O'x3'DEEP i IINo 04 C N Q
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� I / 0 10' 20' 40'
Scale In Feet
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A Portion of I i
\ Lot 11, Blk 2
3 \ Sun West Subd. No. 2
I _ \ ____, � , I•� , a Topographic Legend o
PRESSURE IRRIGATION METER z
I
SEWER MANHOLE
l 1 I ® WATER METER d 4--C/) O
I I j i c( FIRE HYDRANT 1� 0+�
89'5458 E37.62' 7° } I I I I D4 WATER.VALVE ;_:
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'Cr . I•+y' / / o d •-� ui
204.E
3 Osy I I`/ / TELEPHONE RISER 0 0
a «41\9 yK! ySN p (D 0 C LL
O FIBER OPTIC RISER a
I / .
SIGN QW F�
/ ® HANDICAP PARKING SPACE CV
8"W I / / ss SANITARY SEWER LINE
•`� •° I / w w WATER LINEIL
m
—eA en EA—EDGE OF ASPHALT
CURB AND GUTTER
O 0 I _---_-3711______EXISTING GROUND J
I I i CONTOUR (COTE FIRE
*y s II
/ HYDRANT DATUM)
Spot Grade Legend
_ Existing DO NOT SCALE DRAWINGSVERIFY
Back of Curb Elevation 9F
CO DII IONSRANDALL DIMENSIONS AT
Existing Top of Sidwalk Elevation *41 THE JOS SITE AND NOTIFY THE
it -�t `J / / Existing Lipof Gutter Elevation cp10 ENGINEER OF ANY DIMENSIONAL
F- I I 1 g * '4 ERRORS,OMISSIONS,OR DIS-
/ / 41 CREPANCIES BEFORE BEGINNING
rea Monk I / I Proposed Top of Sidewalk Elevation 4% OR FABRICATING ANY WORK.
L-
� / I / Proposed Top of Gravel Elevation �°�
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Proposed Top of Curb Elevation gyp•� AENeOHk
��p
/ '--_ Proposed Top of Asphalt Elevation ,�Y•\'
— L - —J .. -J Proposed Top of Concrete Elevation �{J�
I
Storm Drainage Calculations: 612"W
e5� P6`P___. --.. — __. __._ .._.._ — 116
Drainage Runoff Factors: Vt=1.9/12(A)(ROF) ]YjImpervious Areas=0.95 i POLE LINE ROADTBOFTT I
Area Inside Limits of Const.as Shown =24,525 sf CHENEY DR W C ENEY �''gPDFImpervious Area =24,525 sf PROJECTLandscape Area = 0 sf s W oNORTH COLL ROAD
Impervious Area 1.9/12*24,525*.95=3,689cf Iz"W 12"W 12"W 12"w 12"w iz"w . 8w -..-1z„w z "PPPO`£0 D. THIBAULi
Na c g Q
Storm Drainagge to be Retained in Temporary Retention Basin as Shown. Y« ._ FALLS AVENUE °LwON T. MCBRIDE
Shown.3,495of Retention Required.
Temporary Retention Basin 60'x4O'x3'Deep=4,032ef>3,689cf Req'd.
^^� T.MCBRIDE
S
Final Retention Facility Provided When Remainder of Lot 11 is Developed o w
1 in 2025. s FILER A ENUE eA AUG.,2025
z
-2 Existing Roadway and Adjacent Landscape Accounted for In Original PROJECT BENCHMARK: N
m Development Plans. m s°" AS SHOWN
CITY OF TWIN FALLS HYDRANT NO. 4046 - 2883, ADDISON AVENUE oxaxa 350-24SP-DB
$ NE BOLT F. HYD. 700' W NORTH COLLEGE RD & WASHINGTON,
BOLT ELEVATION = 3645.27 TWIN FALLS, IDAHO
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