HomeMy WebLinkAboutSITE PLAN 3.11.24 - 24-00162 - Tommy's Car Wash - approx 795 S Yellowstone Hwy - New Commercial Bldg (1)X
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CP 1
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4858.44
TEST PIT 4
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TEST PIT 1
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TEST PIT 2
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SITE WORK FOR TOMMY'S EXPRESS CAR WASH
795 S YELLOWSTONE HWY
REXBURG, ID 83440 SITE PLAN
DATEREVISIONSNO.BY
N/A
1"=40'
DESIGNED:
HORZ. SCALE:
VERT. SCALE:
AWB
DRAWN:
23039
C-3
SHEET NO.
PROJECT NO.
CEP
W:\2023\23039 Car Wash for David Taylor\5.0 Design\CAD\23039 Tommy's Express Car Wash Rexburg 28-Feb-24.dwg
SIZE
B
This document or any part thereof in detail or design concept is the
property of S&A Engineers, PC and shall not be copied in any form
without the written authorization of S&A Engineers, PC.
BELL'S BUILDER SUPPLY
PROPOSED TOMMY'S EXPRESS CAR WASH
40.00'
24.00'
W E
S
N
60.00'
24.00
31.86'
10.00'
60.00'
10.00'
60.00'
R2.00'
S Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
SAW CUT LINE AS SHOWN AND
APPLY TACK COAT TO
VERTICAL FACE OF EXISTING
PAVEMENT PRIOR TO PAVING
25.00'
G
D-1
F
D-1
G
D-1
E
D-1
G
D-1
B
D-1
B
D-1
B
D-1
12"
12"
REVERSE PAN
REVERSE PAN
24"
COMMERCIAL DRIVEWAY
PER CITY OF REXBURG
STANDARDS
COMMERCIAL DRIVEWAY
PER CITY OF REXBURG
STANDARDS4" SIDEWALK PER CITY OF
REXBURG STANDARDS
CURB & GUTTER PER CITY
OF REXBURG STANDARDS
4" SIDEWALK PER CITY OF
REXBURG STANDARDS
C
D-1
F
D-1
24"
B
D-1
REVERSE PAN
B
D-1
B
D-1
B
D-1
REVERSE PAN
D
D-1
SEE ARCHITECTURAL &
MEP PLANS FOR
VACUUM DETAILS
R4.00'
R15.00'
R12.00'
R5.00'
R5.00'
12.00'
20.00'
A
D-1
6.00'
6.00'
6.00'
6.00'
R10.00'
R2.50'
R35.00'
R29.00'
R32.00'
R25.00'
R35.00'
R15.00'
R12.00'
R2.00'
R2.00'
TRIP GENERATION ANALYSIS
LAND USE CATEGORY: 948 - AUTOMATED CAR WASH
PM PEAK HOUR TRIP RATE 14.70 / 1000 GFA PER ITE TRIP GENERATION MANUAL 11TH EDITION
TOMMY'S EXPRESS CAR WASH FLOOR AREA: ± 5360 SF
PM PEAK HOUR TRIPS: 79 TRIPS
NO TRAFFIC IMPACT STUDY PREPARED FOR THIS DEVELOPMENT DUE TO NOT MEETING THE
CITY OF REXBURG TIS TRIGGERS IN THIS DEVELOPMENT CODE.
R3.00'
5.25'3.07'
R8.00'
CURB DRAIN TO
SWALE PER
SD-715 ADAPTED
TO ROLLED CURB
CURB DRAIN TO SWALE PER
SD-715 ADAPTED TO ROLLED
CURB. EXTEND CURB DRAIN
FOR FULL LENGTH OF
SIDEWALK AND DO NOT
BUILD RAMP UP SECTION ON
THE NORTH END.
30.00'
R18.00'
30.00'
A
D-1
SEE SIGN PACKAGE PLANS FOR
ADDITIONAL DETAILS ON TOMMY
SIGNAGE (TYP 16 PLACES)
TOMMY BALLS. SEE ARCHITECTURE PLANS.
RE
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CANOPY (SEE
ARCHITECTURAL PLANS)