DERR-2025-001659

G
TYP.
71.8'
67.4'
24.2'
EXIST. BLDG.
EXIST. FUEL ISLAND
EXIST. CURB WALL
EXIST. CURB AND GUTTER
16
.
0
'
4.
0
'
16
.
0
'
TYP.
TYP.
18
.
5
'
46.8'
6.0'
6.0'
1246
7
8
9
10
3
11
12
13
11
3
14
14
3
5
G
G
G
15
SCALE:1 NONE
CONCRETE FUEL DISPENSER ISLAND
6"
FINISH PAVED
GRADE
6" CONCRETE ISLAND
4" UNTREATED
BASE COURSE
SCARIFY, MOISTURE CONDITION AND
RECOMPACT NATIVE SUBGRADE MATERIAL 8"
THICK TO 95% STANDARD MAXIMUM DENSITY
(PER GEOTECH REPORT)
SCALE:2 NONE
BOLLARD
ROUNDED CONCRETE CAP
4'
-
0
"
3'
-
0
"
1'-6"
ASPHALT OR CONCRETE PAVING
6" DIA. X 3/16" THK. STEEL PIPE (UNLESS
NOTED OTHERWISE) FILLED WITH CONCRETE
COMPACTED FILL - SEE SOILS REPORT
6"
PAINT (2) COATS TRAFFIC YELLOW,
UNLESS NOTED OTHERWISE
PROVIDE EXPANSION JOINT @ CONCRETE
PAVING LOCATIONS
CEMENT WASH SLOPED 1" ABOVE PAVING
ASPHALT OR CONCRETE PAVING
CONCRETE FOUNDATION 3,000 PSI
1.VERIFY LOCATION OF UNDERGROUND
UTILITIES BEFORE DRILLING FOR
CONCRETE FOUNDATION.
2.WHERE 4" OR 6" PIPE BOLLARDS ARE
SPECIFIED, CONCRETE BASES SHALL BE
1'-6" DIAMETER BY 3'-0" DEEP.
NOTES
SCALE:3 NONE
CONCRETE PAVEMENT SECTION
4" UNTREATED BASE COURSE COMPACTED
PER GEOTECHNICAL REPORT AND SPECIFICATIONS
PROPERLY PREPARED SUBGRADE OR
FILL COMPACTED PER GEOTECHNICAL
REPORT AND SPECIFICATIONS
1.ALL PAVING TO BE PLACED OVER PROPERLY PREPARED NATURAL SOILS AND/OR PROPERLY PREPARED EXISTING FILL SOILS AND
PROPERLY COMPACTED STRUCTURAL FILL WHERE SPECIFIED.
2.ALL STRUCTURAL FILL TO BE PLACED AND COMPACTED PER THE PROJECT GEOTECHNICAL REPORT OR TO A MINIMUM OF 95% OF
THE MAXIMUM DRY DENSITY AS DETERMINED BY THE AASHTO T-180 (D-1557) METHOD OF COMPACTION. LIFTS SHOULD BE PLACED
PER GEOTECHNICAL RECOMMENDATIONS BUT SHOULD NOT EXCEED 8" IN LOOSE THICKNESS.
3.REMOVE SURFACE VEGETATION AND OTHER DELETERIOUS MATERIALS OVER THE ENTIRE SITE IN PREPARATION OF PROPOSED
IMPROVEMENTS.
CONCRETE NOTES
6" PORTLAND CEMENT CONCRETE
W/ #4 REBAR @ 18" O.C.
(4,500 PSI, 28 DAY COMPRESSION STRENGTH,
6% AIR ENTRAINED, 4" SLUMP)
1
2
3
4
5
6
7
8
9
10
11
12
13
DUAL PRODUCT DISPENSER; INSTALL PER MANUFACTURER RECOMMENDATIONS AND PER CONTRACTOR.
CARD READER PER CONTRACTOR.
6" BOLLARD PER DETAIL 2/C-100 PER CONTRACTOR.
SPILL KIT PER CONTRACTOR.
REMOTE FILL STATION PER CONTRACTOR.
CONCRETE ISLAND PER DETAIL 1/C-100 PER CONTRACTOR.
PROPOSED 10,000 GALLON AST SPLIT TANK PER CONTRACTOR.
LIGHT; SEE ELECTRICAL PLANS PER CONTRACTOR.
6'X6' ELECTRICAL EQUIPMENT SHED PER CONTRACTOR.
2" STEEL PIPING FOR REMOTE FILL, 1.5" STEEL PIPING FOR DISPENSERS PER CONTRACTOR.
4" WIDE SOLID WHITE PAVEMENT MARKING PER M.U.T.C.D. STANDARD PLANS BY ROY CITY.
MOUNTED MINIMUM RATED FIRE EXTINGUISHER/CABINET 4A-60BC BY CONTRACTOR.
EMERGENCY PROCEDURE SIGN TO BE FASTENED TO BUILDING (BY CONTRACTOR) THAT READS
IN CASE OF FIRE, SPILL OR RELEASE
1. USE EMERGENCY PUMP SHUTOFF
2. REPORT THE ACCIDENT!
FIRE DEPARTMENT TELEPHONE N0. 801-774-1101
FACILITY ADDRESS: 5460 SOUTH 2700 WEST
CONCRETE PAVEMENT PER GEOTECHNICAL REPORT AND DETAIL 3/C-100.
TRANSITION BOX PER CONTRACTOR.
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE
DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS
THROUGHOUT SITE.
4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED,
INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT
THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
GENERAL NOTES
DESIGNED BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
WWW.ENSIGNENG.COM
SANDY
45 W 10000 S, Suite 500
Sandy, UT 84070
Phone: [phone]
LAYTON
Phone: [phone]
TOOELE
Phone: [phone]
CEDAR CITY
Phone: [phone]
RICHFIELD
Phone: [phone]
13354
C-100
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SITE PLAN
CLIENT
CLIENT'S ADDRESS
CLIENT CITY STATE ZIP
CLIENT CONTACT
801.000.0000
2024-09-09HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.10
10 5 10 20
14
15