HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev. (1) 5.16.22 - 21-00789 - Rocky Mountain Power - Mechanic Shop-Reviewed-ApprovedAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Description : Rocky Mountain Power - Mechanic Shop
Address : 170 W 2nd N
Record Type : New Commercial Building
Document Filename : INFRASTRUCTURE PLAN Rev. (1) 5.16.22 - 21-00789 - Rocky Mountain Power - Mechanic Shop.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 21-00789
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
AS1.00 Stamp Stan Crittenden : Fire Open 1 Approved - Fire Dept
AS1.00 Callout Kyle Baldwin : P&Z Open 1 Slats must be installed in chain link fence North of shop
AS1.00 Stamp Kyle Baldwin : P&Z Open 1 Approved - Planning and Zoning
AS1.00 Stamp Tawnya Grover : P&Z Open 1 Plan Received
AS1.00 Stamp Joel Gray : PW Open 1 Approved - Public Works
New Commercial Building
Approval of plans does not constitute approval of variance from code
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EXIST. GARAGE
EXIST.
OFFICE
EXIST. CHURCH
2ND NORTH STREET
2N
D
W
E
S
T
S
T
R
E
E
T
E X I S T . R A I L R O A D T R A C K S
EXIST. PARKING
EDGE OF EXIST. ASPHALT
EXIST. FENCE LINE, TYP.
20
'
-
0
"
20' - 0"NEW MECHANIC'S SHOP
PARCEL #: RPRRXB10130010
UTAH POWER & LIGHT CO
170 W 2ND NORTH
6.995 ACRE
ZONE - LIGHT INDUSTRIAL
ZONE-MEDIUM DENSITY RESIDENTIAL
ZONE-MEDIUM DENSITY RESIDENTIAL
AREA OF NEW CONSTRUCTION.
SEE PARTIAL SITE PLAN
LINEMEN TRAINING AREA
GENERAL SITE STORAGE / LAY DOWN YARD
INDUSTRIAL VEHICLE AND EQUIPMENT
PARKING AREA
INDUSTRIAL VEHICLE AND EQUIPMENT
PARKING AREA
COMPACTED GRAVEL AND ROAD
BASE SURFACE TO REMAIN
TG 4856.14
4857.05 EA
4856.98 NG
4857.42 NG
4856.78 NG
4856.75 EA
4855.55 TG 4855.45 TG
4857.09 EA
4856.86 EA 4856.63 TG
4855.50 TG
4855.66 TG
4857.39 EA
4856.85 EA
4858.34 TA
4858.29 TA
4857.00 TA
4856.49 TA
EXIST. SUMP, TYP.
EXIST. OIL/WATER
SEPARATOR
4856.88 NG
4856.65 NG
4856.75 NG
4856.60 NG 4856.68 NG
EXIST. OVERHEAD POWER LINE
MATCH
MATCH
MATCH
120' - 0"
4856.26 TA
4857.13 TC4857.13 TC 4857.33 TC
4857.93 TC
4856.78 FG
EXIST. ACCESS GATE TO HAVE
KNOCK BOX INSTALLED FOR
FIRE TRUCK ACCESS
FIRE TRUCK ACCESS ROUTE
HAMMER-HEAD 3-POINT TURN
AREA FOR FIRE TRUCK
w w w
w
w
w
s s s
s
s
s
4" SEWER -NEW
1" WATER -NEW
NEW HYDRANT w/ 1500 GPM /2HR. FLOW
117' - 9 1/4"
26
'
-
0
"
R 5' - 0"
NEW CONC. DRIVE APPROACH. 6" CONC. SLAB over 8" COMP.
ROADBASE. SAWCUT AND REPAIR EXIST. ROADWAY AS REQ.
REMOVE & REPLACE WALKWAY AS PART OF NEW DRIVE APPROACH
20
'
-
0
"
61
'
-
0
"
20
'
-
0
"
20' - 0"98' - 4 1/2"
NEW MECHANIC'S SHOP
(PRE-MANUF. BLDG)
6" THICK CONC. PAD. EXTEND 20' AWAY FROM BUILDING.
SLOPE AT 1% MIN. AWAY FROM BLDG. PLACE OVER 5"
(MIN.) COMP. ROAD BASE OVER COMP. SUB-GRADE
48" x 48" CONC. STOOP OVER
4" MIN. COMP. ROAD BASE
4856.98 NG
EXIST. CHAIN LINK FENCE
RO
O
F
S
L
O
P
E
6" THICK CONC. PAD. EXTEND 20'
AWAY FROM BUILDING. PLACE
OVER 5" (MIN.) COMP. ROAD BASE
OVER COMP. SUB-GRADE
4857.05 EA
4856.78 NG
4856.88 NG
4856.65 NG
4856.75 NG
4856.60 NG
4856.68 NG
4857.13 TC
4857.13 TC
4857.33 TC
4857.93 TC
4856.78 FG
MATCH
4857.33 TA
NEW 6" x 18" CONC. CURB
WALL -SLOPE w/ ASPH.
PAVING. MATCH ELEV.
4857.93 TC
4857.48 TC
4857.15 FG
4857.48 TC
4857.15 FG
4856.78 FG
4856.78 FG
4856.28 FG
4856.28 FT
4856.18 FG
4856.18 FG
GRADE & FILL SIDE YARD WITH
8" (MIN.) COMP. ROAD BASE
GRADE & FILL REAR YARD WITH
8" (MIN.) COMP. ROAD BASE
MATCH
MATCH
4" ASPHALT PAVING over 8"
COMP. ROAD BASE
WA
T
E
R
D
R
A
I
N
A
G
E
VERTICAL PRIVACY SLATS TO BE INSTALLED IN CHAIN LINK FENCING
DATE
CHECKED BY
PROP. NO.
DRAWN BY
PROJECT NO.
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21127
CEG
CEG
17 JUNE 2021
SITE PLAN
AS1.00
3600011489
2
N
D
N
O
R
T
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1
7
0
W
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S
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3
4
4
0
SCALE:1" = 50'-0"
OVERALL SITE PLAN (EXISTING)
NORTH
SCALE:1" = 20'-0"
PARTIAL SITE PLAN
NOTE:
NEW ASPHALT PAVING TO BE 4" ASPHALT OVER 8"
COMPACTED ROAD BASE OVER COMPACTED SUB-
GRADE.
OVER-EXCAVATE SOFT AREAS 12" MIN. AND INSTALL PIT
RUN MATERIAL OVER STABILIZATION FABRIC.
FINAL GRADES WILL KEEP ALL STORMWATER RUNOFF
ON SITE
1
1
5/1
2
/
2
2
FIN
A
L
S
I
T
E
N
O
T
E
S
P
E
R
C
I
T
Y
12 MAY 2022Slats must be installed
in chain link fence
North of shop