HomeMy WebLinkAboutRoost 3 parking lot
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Roost 3 parking lot
Joel Gray
Craig Adams
Joel Gray
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Roost 3 parking lot
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From: Craig Adams <CraigA@depatco.com>
To: "joelg@rexburg.org" <joelg@rexburg.org>
Subject: Roost 3 parking lot
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Craig Adams
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CraigA@depatco.com
Joel Gray
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Roost 3 parking lot
Joel,
Please see attached.
Thank You,
Craig Adams
From: Jonathan McMullin [mailto:jsmconstruction.inc@gmail.com]
Sent: Saturday, May 13, 2017 7:23 AM
To: Craig Adams <CraigA@depatco.com>
Subject: Roost 3 parking lot
Please bid and sent to me asap
There will be a basement in the building.
--
Jonathan McMullin
JSM Construction Inc
jsmconstruction.inc@gmail.com
208-569-2147
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Craig Adams
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joelg@rexburg.org
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Joel Gray
site plan overall.pdf
15 1026 17 15 10 VP VP VP VP VP VP VP VP VP 5.00' 3' OVERHANG 5' SIDEWALK OPEN SPACE SNOW STORAGE 9'X16' 9'X16'9'X16' OPEN SPACE SNOW STORAGE 6 12 TBC 68.07± TBC 67.35 ± TOP OF WALL
66.00 ± OIL=65.50 EX TBW 70.80 EX TBW 69.52 EX TBW 69.20 EX TBW 68.00± EX TBW 67.57 EX TBW 66.85 2.1% 0.40% 1.4% 4.6% FF=69.76 7.00' 2.0% DRAINAGE SWALE DRAINAGE SWALE12" STORM 22'
@ 5.9% EX CATCH BASEIN GRATE=63.04 S INV=60.00 OPEN SPACE SNOW STORAGE 8''W 8''SS )8''SS ) MAILBOX DUMPSTER 8''W 8''W 8''W8''W8''W8''W8''W8''W 8''W 8''W8''W8''W8''W8''W8''W 8''W
8''W8''W8''W 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS
) 8''SS ) 8''SS ) 8''SS ) TFW 67.77 OIL=67.27 CNC 69.60 STEP CNC 70.10 CNC 69.60 STEP CNC 70.00 EX TBW 70.20 EX TBW 69.87 EX TOP OF WALL 66.56± TFW 66.86± OIL=66.36 TOP OF WALL
65.90 ± GRATE=65.30, INV=61.30 INSTALL CORP. STOP & 2" GATE VALVE W E S N SCALE: 1" = 20.0' 20' 0 20' AGLE ROCK NGINEERING DESIGNED BY: DRAWN BY: PROJECT NO. APPROVED BY: CAD NAME:
REVISION: DATE: SCALE: KURT ROLAND 16143 B. McKAY ANDERSEN ROOSTSOUTHBLDG SITE.DWG DECEMBER 8, 2016 NA DESCRIPTION DATE REVISIONS 1 2 3 4 5 6 THE ROOST SOUTH BLDG SITE NEW PLAN'PARKING
SHEET NO. 1 C-1 SHEET NAME ATTENTION This document or any part thereof in detail or design concept is the property of Eagle Rock Engineering and shall not be copied in any form without
the written authorization of Eagle Rock Engineering. JULIE LEHMANNE
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15 1026 VP VP VP VP 5.00' 3' OVERHANG 5' SIDEWALK OPEN SPACE SNOW STORAGE 9'X16' 9'X16'9'X16' OPEN SPACE SNOW STORAGE 6 12 TBC 68.07± TBC 67.35 ± TOP OF WALL 66.00 ± OIL=65.50 EX TBW
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S INV=60.00 OPEN SPACE SNOW STORAGE 8''W8''W8''W 8''SS )8''SS )8''SS )8''SS )8''SS ) MAILBOX DUMPSTER 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) 8''SS ) TFW 67.77 OIL=67.27 CNC
69.60 STEP CNC 70.10 CNC 69.60 STEP CNC 70.00 EX TBW 70.20 EX TBW 69.87 EX TOP OF WALL 66.56± TFW 66.86± OIL=66.36 TOP OF WALL 65.90 ± GRATE=65.30, INV=61.30 INSTALL CORP. STOP & 2"
GATE VALVE W E S N SCALE: 1" = 10.0' 10' 0 10' AGLE ROCK NGINEERING DESIGNED BY: DRAWN BY: PROJECT NO. APPROVED BY: CAD NAME: REVISION: DATE: SCALE: KURT ROLAND 16143 B. McKAY ANDERSEN
ROOSTSOUTHBLDG SITE.DWG MAY 4, 2017 1:10 DESCRIPTION DATE REVISIONS 1 2 3 4 5 6 THE ROOST SOUTH BLDG SITE NEW PLAN'PARKING SHEET NO. 2 C-2 SHEET NAME ATTENTION This document or any
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