Meeting Date: June 25, 2024
To: Mayor and City Council
From: Scott Chadwick, City Manager
Staff Contact: Steven Stewart, Municipal Projects Manager [email protected], 442-339-2938
Subject: Approval of Plans, Specifications and Contract Documents and Authorization to Advertise for Bids for the Fleet Fuel Island Upgrade Project
District: 2
Reco
mmended Action
Adopt a resolution approving the plans, specifications and contract documents and authorizing the City Clerk to advertise for bids for the Fleet Fuel Island Upgrade Project.
Executive Summary
The Fleet Fuel Island Upgrade Project includes the replacement of the city’s three underground fuel storage tanks near the Fleet Maintenance Building, as shown in the location map in Exhibit 3, replacement of the associated fuel pumps and installation of a new canopy over the pumps.
Completion of this project will ensure compliance with the California Health and Safety Code requirement for the closure of single-walled underground storage tank systems by December 2025.
The plans, specifications and contract documents for replacing the fuel system have been prepared and reviewed by city staff and a building permit is on file for the successful bidder to use upon contract award.
City Council approval of the plans, specifications and contract documents for this project is required under Carlsbad Municipal Code Section 3.28.080(E) due to the expected value of work exceeding $200,000.
Explanation & Analysis
The Carlsbad Safety and Service Center was constructed in 1985 and consisted of the Police & Fire Headquarters facility, Fleet Maintenance Building and Fleet Fuel Island. Renovation of the Police & Fire Headquarters facility is currently in progress, and renovation of the Fleet Maintenance Building is expected to be begin in 2025. A separate project to upgrade the fleet fuel island was added to the Capital Improvement Program in fiscal year 2022-23, as Project No. 4747, and design work has since been completed and reviewed by staff.
June 25, 2024
Item #4 Page 1 of 7
CA Review GH
The fleet fuel island upgrade project involves replacement of two 20,000-gallon unleaded fuel storage tanks and one 12,000-gallon diesel fuel storage tank. The project also involves replacement of the three fuel dispensers and a fuel leak detection system.
Additionally, installation of a canopy at the fleet fuel island has been incorporated into the design to provide shading and weather protection. Surface lighting on the bottom side of the canopy will be incorporated to enhance lighting and safety during evening hours.
The state requires closure of single-walled underground storage tank systems by Dec. 31, 2025, and staff expect to complete this project to replace the existing single-walled tanks and piping in time for the state’s deadline.
Staff are currently ready to advertise this project for construction bidding and a building permit is on file with the Community Development Department for the successful bidding contractor to use upon contract award. Once the lowest and most responsive bid has been determined, staff plan to return to the City Council in fall 2024 to request award of a contract to the successful contractor.
Fiscal Analysis
The Fleet Fuel Island Upgrade Project is currently funded from the Infrastructure Replacement fund. The appropriation, total expenditures to date and budgeted allocations are shown below:
Fleet Fuel Island Upgrade Project
Capital Improvement Program Project No. 4747
Total project fund appropriations to date $4,063,800
Total expenditures/encumbrances to date -$879,134
Total available project balance $3,184,666
Construction budget (engineer’s estimate) -$2,163,861
Construction contingency (estimated) -$324,580
Construction management, inspection and testing (estimated) -$525,000 Total remaining project costs -$3,013,441
Remaining balance $171,225
Next Steps
With the City Council’s approval, the City Clerk will advertise a request for bids for the Fleet Fuel Island Upgrade Project. Staff will then evaluate the bids received and identify the lowest responsive and responsible bidder.
Staff plan to return to the City Council in fall 2024 with a recommendation to award a construction contract to the lowest responsive and responsible bidder and request additional funding, if needed.
Environmental Ev
aluation
The City Planner, through the process outlined in Carlsbad Municipal Code Section 19.04.060, has determined that the project belongs to a class of projects that the state Secretary for Natural Resources has found do not have a significant impact on the environment, and it is therefore categorically exempt from the requirement for the preparation of environmental June 25, 2024
Item #4 Page 2 of 7
documents in accordance with Sections 15301 and 15303 of the California Environmental Quality Act Guidelines.
In making this determination, the City Planner has found that the exceptions listed in Section 15300.2 of the CEQA Guidelines do not apply to this project. The project is consistent with the requirements of both a Class 1 exemption as outlined in Section 15301 and a Class 3 exemption as outlined in Section 15303 because it consists of maintenance of public facilities, such as the restoration or rehabilitation of deteriorated or damaged structures, facilities, or mechanical equipment to meet current standards of public health and safety through the installation of minor electrical and utility systems to serve the construction.
Exhibits
1. City Council resolution
2. Plans, Specifications and Contract Documents (on file in the Offi ce of the City Clerk)
3. Location map
June 25, 2024
Item #4 Page 3 of 7
RESOLUTION NO. 2024-158
A RESOLUTION OF THE. CITY COUNCIL OF THE CITY OF CARLSBAD,
CALIFORNIA, APPROVING THE PLANS, SPECIFICATIONS AND CONTRACT
DOCUMENTS AND AUTHORIZING THE CITY CLERK TO ADVERTISE FOR BIDS
FOR THE FLEET FUEL ISLAND UPGRADE PROJECT
WHEREAS, the City Council of the City of Carlsbad, California has determined it necessary, desirable and in the public interest to construct the project as designed; and WHEREAS, the City Council of the City of Carlsbad, California has determined that the plans, specifications and contract documents for the Fleet Fuel Island Upgrade Project, Capital Improvement Program, or CIP, Project No. 4747, have been completed to the satisfaction of staff; and WHEREAS, the plans, specifications and contract documents for the project are on file at the City Clerk's office and are incorporated by reference; and WHEREAS, there is adequate funding for the project and no additional funds are requested at this time; and
WHEREAS, City Council approval of the plans, specifications and contract documents is required under Carlsbad Municipal Code Section 3.28.080(E) because the expected value to construct the project exceeds the $200,000 limit established by the Public Contract Code, including the alternative provisions of the Uniform Public Construction Cost Accounting Act; and WHEREAS, the City Council authorizes the City Clerk to advertise for bids for the Fleet Fuel Island Upgrade Project; and
WHEREAS, the City Planner has determined that the project belongs to a class of projects that the State Secretary for Natural Resources has found do not have a significant impact on the environment, and it is therefore categorically exempt from the requirement for the preparation of environmental documents pursuant to Sections 15301and 15303of the California Environmental Quality Act, or CEQA, Guidelines. Further, that in making this determination, the City Planner has found that the exceptions listed in Section 15300.2 of the state CEQA Guidelines do not apply to this project, and that the project is consistent with Classes 1 and 3 exemptions as outlined in Sections 15301 and 15303 because it consists of maintenance of public facilities, such as restoration or rehabilitation of deteriorated or damaged structures, facilities, or mechanical equipment to meet current standards of public health and safety through the installation of minor electrical and utility systems to serve the construction.
June 25, 2024 Item #4 Page 4 of 7
Exhibit 1
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as follows:
1. That the above recitations are true and correct.
2. That the plans, specifications and contract documents for the Fleet Fuel Island Upgrade Project, CIP Project No. 4747, are approved and on file at the City Clerk's Office.
3. That the City Clerk is hereby authorized and directed to publish, in accordance with state law and Carlsbad Municipal Code Section 3.28.080((), a notice to contractors inviting bids for construction of the project in accordance with plans, specifications and contract documents referred to herein.
PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Carlsbad on the 25th day of June, 2024, by the following vote, to wit:
AYES:
NAYS:
ABSTAIN:
ABSENT:
BLACKBURN, BHAT-PATEL, ACOSTA, BURKHOLDER, LUNA.
NONE.
NONE.
NONE.
KEITH BLACKBURN, Mayor
�J�t. me_�
J.d,..5_HERRY FREISINGER, City Clerk
V (SEAL)
June 25, 2024 Item #4 Page 5 of 7
Exhibit 2
P
lans, Specifications and Contract Documents
(on file in the Office of the City Clerk)
June 25, 2024
Item #4 Page 6 of 7
1 COVER SHEET
2A NOTES
2B NOTES
3A SITE PLAN - DEMOLITION
3B SITE PLAN - CONSTRUCTION
4A FUEL ISLAND DETAIL - DEMOLITION
4B FUEL ISLAND DETAIL - CONSTRUCTION
5 STRUCTURAL NOTES
6 STRUCTURAL PLANS
7 STRUCTURAL SECTIONS
8 STRUCTURAL DETAILS
9 LEGEND, ABBREVIATIONS AND GENERAL NOTES
10 SITE DEMO PLAN - ELECTRICAL
11 SITE PLAN - ELECTRICAL
12 SCHEDULES, DIAGRAM & PARTIAL FLOOR PLAN
13 ELECTRICAL DETAILS
14 TITLE 24 DOCUMENTATION
15 TITLE 24 DOCUMENTATION
16 NOTES - ELECTRICAL
No. 67652
18 NOTES - PLUMBING
19 SITE PLAN - PLUMBING
20 PIPING & UDC DETAILS
21 CARBON CANISTER DETAILS
22 VENT BOX DETAIL
23 87 REGULAR STP DETAIL
24 87 REGULAR FILL SUMP DETAIL
25 DIESEL STP SUMP DETAIL
26 DIESEL FILL SUMP DETAIL
27 20,000 GALLON TANK DETAIL
28 12,000 GALLON TANK DETAIL
29 DISPENSER DETAILS
30 ADA COMPLIANCE DETAILS
31 TANK HOLE DETAIL
32 VACUUM ZONES & SENSOR LAYOUT
33 BUOYANCY CALCULATIONS
FUEL ISLAND DETAIL - CONSTRUCTION
CONSTRUCTION PLANS
FOR
UNDERGROUND STORAGE TANK
REMOVAL AND REPLACEMENT
PROJECT NO. 4747
CITY OF CARLSBAD
CARLSBAD, CA
CITY COUNCIL
KEITH BLACKBURN - MAYOR
PRIYA BHAT-PATEL - MAYOR PRO TEM
MELANIE BURKHOLDER - COUNCIL MEMBER
TERESA ACOSTA - COUNCIL MEMBER
CAROLYN LUNA- COUNCIL MEMBER
SCOTT CHADWICK - CITY MANAGER
PAZ GOMEZ - DEPUTY CITY MANAGER
VICINITY MAP
N.T.S.
1 "DECLARATION OF RESPONSIBLE CHARGE"
KIMLEY-HORN AND ASSOCIATES, INC.
401 B STREET, SUITE 600
SAN DIEGO, CA 92101
619-234-9411
DATEPETER B. RITCHEY
R.C.E. C67652, EXP. 06-30-2025
ABBREVIATIONS
VERTICAL CONTROL: (NGVD29)
BASIS OF COORDINATES: (NAD83)
STATION
105
NORTHING
1999466.124
EASTING
6241021.960
108 1996667.594 6248033.709
GRID BEARING BETWEEN STATION 108 AND STATION 105 = N 68°14'31" W.
DESCRIPTION
BENCHMARK ELEVATION
246.43'
THE BASIS OF COORDINATES FOR THIS SURVEY IS THE
NORTH AMERICAN DATUM OF 1983 (NAD 83) CALIFORNIA
STATE PLANE COORDINATE SYSTEM OF 1983 (CCS83)
ZONE 6 (EPOCH 1991.35) BASED LOCALLY UPON THE
FOLLOWING FIRST ORDER CONTROL POINTS PER RECORD
OF SURVEY 17271:
ELEVATIONS SHOWN HEREON ARE IN TERMS OF THE
NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29)
BASED LOCALLY UPON THE FOLLOWING CITY OF
CARLSBAD BENCHMARK:
A 2.5" BRASS DISK STAMPED "LS 6215" IN A
DRAINAGE INLET AT THE NORTH SIDE OF PALMER
WAY 100' EASTERLY OF COUGAR DRIVE.
A 2.5" BRASS DISK STAMPED "LS 6215" IN SIDEWALK
AT THE NORTHEAST CORNER OF THE CANNON
ROAD BRIDGE OVER AGUA HEDIONDA CREEK.
MAPPING ANGLE AT STATION 108 = -00°33'46.974"
CONTROL POINT 108 PER ROS 17271
SUPPLEMENTAL CONTROL:
AS ESTABLISHED FOR THIS PROJECT
NOTE: SUPPLEMENTAL CONTROL POINTS WERE
ESTABLISHED HORIZONTALLY BY RTK GPS SURVEY WITH
REDUNDANCY AND VERTICALLY BY EITHER RTK GPS OR
TRIG.
POINT NO.
1003
NORTHING
1995833.65
EASTING
6250339.29
DESCRIPTION
CP MAG
ELEVATION
367.90'
1004 1995721.20 6250663.16 CP MAG365.76'
PROJECT SITE
9/18/2023
2480 IMPALA DRIVE, CARLSBAD, CA 92010
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2018 EDITION SAN DIEGO REGIONAL STANDARD DRAWINGS, 2018 EDITION
CALIFORNIA BUILDING CODE (CBC), 2022 EDITION
CALIFORNIA FIRE CODE (CFC), 2022 EDITION
CALIFORNIA PLUMBING CODE (CPC), 2022 EDITION
CALIFORNIA MECHANICAL CODE (CMC), 2019 EDITION
2022 CALIFORNIA ELECTRICAL CODE, CALIFORNIA CODE OF REGULATIONS TITLE 24 - PART 3 2020 NATIONAL ELECTRICAL CODE, CHAPTER 5 - ARTICLE 514
2021 NFPA 30 & 30A FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE GEOTECHNICAL REPORT BY NINYO & MOORE DATED MARCH 26, 2021 ADDENDUM TO GEOTECHNICAL REPORT - CANOPY RECOMMENDATIONS DATED JULY 6, 2021
DESCRIPTION
STANDARD SPECIFICATIONS:
17 NOTES - ELECTRICAL
9/30/25
36 1
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
33 34
35 36
ISSUED FOR CONSTRUCTION
05/30/2024
2A2A
UST REMOVAL AND REPLACEMENT GENERAL CONSTRUCTION NOTES1.CITY OF CARLSBAD PROJECT DOCUMENTS AND TECHNICAL SPECIFICATIONS ARE TO BE FOLLOWED FOR ALLWORK PERFORMED AT THIS SITE.2.ALL CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL ADOPTED BUILDING CODESAND SUPPLEMENTARY ORDINANCES.3.BIDDER MUST HOLD A VALID CALIFORNIA STATE CONTRACTOR'S LICENSE IN AT LEAST ONE OF THE FOLLOWINGCLASSIFICATIONS: A, C-36, OR C-61, WITH HAZARDOUS SUBSTANCE CERTIFICATE ISSUED BY THE STATE. PRIORTO STARTING WORK THE CONTRACTOR SHALL PROVIDE A COPY OF THEIR CSLB LICENSE, ICC CERTIFICATIONSAND MANUFACTURER'S TRAINING CERTIFICATIONS.4.ENVIRONMENTAL PROTECTION AGENCY NUMBERS AND/OR STATE GENERATOR I.D. NUMBERS SHALL BEOBTAINED FROM CITY OF CARLSBAD. ALL PERMITS, INSPECTION REPORTS, AND MANIFESTS SHALL BE COPIEDAND SENT TO CITY OF CARLSBAD'S ENGINEER.5.CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCING WORK ANDNOTIFY CITY OF CARLSBAD'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN SITE CONDITIONS ANDINFORMATION SHOWN ON THE DRAWINGS. ALL CONDITIONS AFFECTING THE WORK OF THIS CONTRACT SHALLBE VERIFIED AT THE PROJECT SITE, NOTING ALL UNUSUAL CONDITIONS NOT SPECIFICALLY SHOWN ORDESCRIBED IN THE SPECIFICATIONS, AND THE CONTRACTOR SHALL PROVIDE THE SAME IN THEIR PROPOSALS.6.REMOVAL AND DISPOSAL OF CONTAMINATED SOIL IS NOT ANTICIPATED FOR THIS SITE. IF CONTAMINATED SOILIS ENCOUNTERED DURING EXCAVATION, THE DISPOSAL OF THE CONTAMINATED SOIL SHALL BE DEALT WITH ASEXTRA WORK.7.STOCKPILING OF EXCAVATED MATERIAL IS PERMITTED TO BE STORED ONSITE WITHIN THE CONSTRUCTIONAREA. STOCKPILED SOILS SHOULD BE SEPARATED BASED ON SOIL TYPE. (I.E. GRAVEL, CLEAN FILL DIRT,CONTAMINATED SOIL, ETC). SEE STORM WATER NOTES FOR REQUIRED COVERAGE REQUIREMENTS.8.ALL MATERIALS AND EQUIPMENT REMOVED, EXCEPT WHERE NOTED, SHALL BE DISPOSED OF BY THECONTRACTOR IN ACCORDANCE WITH APPLICABLE CODES AND ORDINANCES.9.CONTRACTOR SHALL COORDINATE ALL WORK WITH THE FACILITY MANAGER, FACILITIES PERSONNEL AND/ORREPRESENTATIVE.10.CONTRACTOR SHALL FOLLOW THE MOST CURRENT EDITION OF THE COUNTY OF SAN DIEGO SITE ASSESSMENTAND MITIGATION MANUAL FOR GUIDANCE IN TANK REMOVALS AND ENCOUNTERING CONTAMINATED SOIL.11.CONTRACTOR SHALL HAVE A QUALIFIED SUPERINTENDENT ON THE JOB SITE DURING THE ENTIRE DURATION OFTHE PROJECT TO COORDINATE AND SUPERVISE ALL PHASES OF THE PROJECT. THE SUPERINTENDENT SHALLKEEP CITY OF CARLSBAD'S REPRESENTATIVE ADVISED OF THE JOB STATUS, PROGRESS, AND ANY PROBLEMS.12.CONTRACTOR TO PROVIDE TEMPORARY CONSTRUCTION FENCING AROUND THE PROJECT SITE. THE LOCATIONOF THE FENCING SHALL BE DETERMINED IN THE FIELD AND COORDINATED WITH CITY OF CARLSBAD'SREPRESENTATIVES TO NOT BLOCK ACCESS TO THE SITE'S VARIOUS FACILITIES. IF EXCAVATION/TRENCHING ISREQUIRED OUTSIDE OF THE CONSTRUCTION FENCING, STEEL PLATES OR TEMPORARY ASPHALT COLD MIXSHALL BE USED TO CAP THE TRENCH AFTER WORK HOURS.13.CONTRACTOR TO CONTINUALLY INSPECT THE CONSTRUCTION AREA TO KEEP PREMISES AS NEAT AS POSSIBLEDURING CONSTRUCTION AND ASSURE CITY OF CARLSBAD'S FACILITIES ARE DISTURBED AS LITTLE AS POSSIBLE.14.ANY INDIVIDUAL(S) INSTALLING UNDERGROUND STORAGE TANK SYSTEM COMPONENTS SHALL MEET THEFOLLOWING REQUIREMENTS, OR WORK UNDER THE DIRECT SUPERVISION OF AN INDIVIDUAL PHYSICALLYPRESENT AT THE WORK SITE WHO MEETS THE FOLLOWING REQUIREMENTS:A.THE INDIVIDUAL HAS BEEN ADEQUATELY TRAINED AS EVIDENCED BY A CURRENT CERTIFICATE OF TRAININGISSUED BY THE MANUFACTURER(S) OF THE UNDERGROUND STORAGE TANK SYSTEM COMPONENTS.B.THE INDIVIDUAL SHALL POSSESS A CURRENT UNDERGROUND STORAGE TANK SYSTEMINSTALLATION/RETROFITTING CERTIFICATE FROM THE INTERNATIONAL CODE COUNCIL (ICC).15.ALL NEW INSTALLATIONS OF PIPING, FITTINGS AND COMPONENTS MUST COMPLY WITH THE REVISED UL 971STANDARD. PIPING MANUFACTURERS ARE REQUIRED BY UL TO MARK THE DATE OF MANUFACTURE ON THEPIPING AT 10-FOOT INTERVALS, AND ON FITTINGS OR FITTING BULK PACKAGING. THEREFORE, THE DATE OFMANUFACTURE MUST BE ON OR AFTER JULY 1, 2005. CONTACT YOUR PIPING MANUFACTURER TO ENSURE THATYOUR NEW PIPING SYSTEM IS ORDERED CORRECTLY.16.THE UNDERGROUND STORAGE TANK SYSTEM(S) SHALL BE COMPATIBLE WITH THE PRODUCT TO BE STORED.17.THE TANK CONSTRUCTION/TESTING SHALL BE IN ACCORDANCE WITH NATIONALLY RECOGNIZED CODES.18.ALL CONTINUOUS MONITORING EQUIPMENT SHALL BE ON THE STATE'S APPROVED EQUIPMENT LIST AND ALLEQUIPMENT SHALL BE APPROVED FOR USE WITH THE CONTINUOUS MONITORING SYSTEM.19.ALL UNDERGROUND STORAGE TANK (UST) EQUIPMENT SHALL MEET VOLUNTARY CONSENSUS STANDARDS.20.ALL MATERIALS TO BE USED (PIPING, SEALANT, ADHESIVE, RESINS, ETC.) SHALL BE COMPATIBLE AND USEDNATIONALLY RECOGNIZED CODES.21.ALL MATERIALS SHALL BE INSTALLED AS PER MANUFACTURERS' SPECIFICATIONS.22.THE ELECTRICAL SUPPLY WIRING FOR THE CONTINUOUS MONITORING SYSTEM SHALL BE HARDWIRED TO THEJUNCTION/BREAKER BOX.23.ALL SENSORS WILL BE PROPERLY MOUNTED AT THE LOW POINT IN THE SUMPS AND SECURED TO PREVENTTAMPERING USING MOUNTING KITS OR SLEEVES.24.THE CONTRACTOR SHALL ENSURE THAT ALL FILLS AND MONITORING WELLS ARE PROPERLY LABELED.25.THE CONTRACTOR SHALL ENSURE THAT THE EMERGENCY SHUT-OFF SWITCH IS OPERATIONAL AND INSTALLEDIN ACCORDANCE WITH CBC #514.11/514.13/514.16. NOTE: ALL ELECTRICAL AND ALL LOW VOLTAGE, DATA RECEIPTMACHINES TO SHUT OFF DURING MAINTENANCE WITH THE EMERGENCY SHUTOFF SWITCH.26.THE CONTRACTOR SHALL ENSURE THAT ON-LINE LEAK DETECTORS ARE INSTALLED ON TURBINES AND AREOPERATIONAL. ALL LEAK DETECTORS SHALL BE PROPERLY TESTED IN LINE BY A CERTIFIED THIRD PARTYTECHNICIAN PROVIDED BY THE CITY.27.AS PER AB 1702, BEFORE THE UNDERGROUND STORAGE TANK IS PLACED IN USE, THE UST SHALL BE TESTEDAFTER INSTALLATION USING ONE OF THE METHODS IN HEALTH & SAFETY CODE 25290.1(J) TO DEMONSTRATETHAT THE TANK IS PRODUCT TIGHT. ACCORDING TO THE STATE WATER RESOURCES CONTROL BOARD (SWRCB),ENHANCED LEAK DETECTION (EDL) IS THE ONLY APPROVED TEST METHOD AT THIS TIME. THE UST WILL BETESTED AFTER INSTALLATION BY A CERTIFIED THIRD PARTY TESTER PROVIDED BY THE AGENCY, BEFORE IT ISPLACED INTO USE ELD. IF THE RESULTS OF POST-INSTALLATION TESTING INDICATE THAT THE UST SYSTEM ISLEAKING LIQUID OR VAPOR, THE CONTRACTOR MUST TAKE APPROPRIATE ACTIONS TO CORRECT THE LEAKAGE,AND THE SYSTEM WILL BE RETESTED USING ELD, UNTIL THE SYSTEM IS NO LONGER LEAKING LIQUID OR VAPOR.APPROVAL TO OPERATE WILL NOT BE GIVEN UNTIL THE UST SYSTEM HAS A PASSING ELD TEST.28.OPERATIONAL SENSORS IN INTERSTICES AND SUMP(S)/POSITIVE SHUT-DOWN DEMONSTRATED IF REQUIRED:THE CITY THIRD PARTY INSPECTOR SHALL WITNESS A PROPERLY CERTIFIED TECHNICIAN TEST ALL SENSORS TOENSURE THEY INDICATE AN AUDIBLE AND VISUAL ALARM. IF REQUIRED, POSITIVE SHUT-DOWN, AND FAIL-SAFE,OF THE TURBINE SHALL ALSO BE DEMONSTRATED FOR APPLICABLE SENSORS. ALL SENSORS SHALL PERFORMAS PER MANUFACTURER'S SPECIFICATIONS AND THE STANDARDS OF LG-113. LG-113 CAN BE FOUND AT HTTP://WWW.WATERBOARDS.CA.GOV/WATER_ISSUES/PROGRAMS/UST/LEAK_PREVENTION/LG113/29.ELECTRONIC MONITOR SECURED/ACCESSIBLE TO OPERATOR AND OPERATIONAL: ENSURE THE MONITORINGPANEL IS HARDWIRED THROUGH CONDUIT TO THE JUNCTION/BREAKER BOX. ENSURE SENSOR ALARMS AREABLE TO BE DETECTED BY THE OPERATOR. THE MONITORING PANEL SHALL BE FULLY OPERATIONAL AS PERMANUFACTURER'S SPECIFICATIONS, WITH AUDIBLE AND VISUAL ALARMS, AND A PRINTER, IF REQUIRED.30.ALL SENSORS WILL DETECT THE EARLIEST POSSIBLE RELEASE: ANNULAR SPACE SENSORS MUST BE PROPERLYINSTALLED (FOR STEEL TANKS, WIRE MUST BE MEASURED TO ENSURE IT IS LONG ENOUGH FOR THE EARLIESTPOSSIBLE DETECTION OF A RELEASE). ENSURE ALL SUMP AND DISPENSER CONTAINMENT SENSORS AREINSTALLED AT THE LOWEST POINT, IN A LOCATION TO DETECT THE EARLIEST POSSIBLE RELEASE AND FIRMLYSECURED TO PREVENT TAMPERING.31.CONTINUOUS MONITORING DEVICE CERTIFICATION SUBMITTED: THE CONTINUOUS MONITORING DEVICECERTIFICATION, INCLUDING THE ON-LINE LEAK DETECTOR TESTS AND VACUUM SENSOR CERTIFICATION, WITHTHE PRINT-OUT FROM THE ALARM PANEL ATTACHED, SHALL BE SUBMITTED ON THE STATE OF CALIFORNIAFORMS FOUND AT:HTTP://WWW.WATERBOARDS.CA.GOV/WATER_ISSUES/PROGRAMS/UST/FORMS/DOCS/MCF.PDF ANDHTTP://WWW.WATERBOARDS.CA.GOV/WATER_ISSUES/PROGRAMS/UST/FORMS/DOCS/163_1ELECFORM.DOCIN ORDER TO COMPLETE THE FINAL INSPECTION.32.ALL MONITORING EQUIPMENT COMPONENTS HAVE TAG/STICKER AFFIXED BY LICENSED TECHNICIAN: ENSURETHE CERTIFIED TECHNICIAN HAS AFFIXED PROPER TAGS AND/ OR STICKERS ON ALL MONITORING EQUIPMENTCOMPONENTS, INCLUDING THE PANEL AND EACH SENSOR.
EXISTING UTILITY NOTESKIMLEY-HORN AND ASSOCIATES ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS AND ELEVATIONS.THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS,HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIESPRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ALL EXISTING SITECONDITIONS PRIOR TO CONSTRUCTION. IF A CONFLICT EXISTS BETWEEN WHAT IS SHOWN ON THESE DRAWINGS ANDWHAT EXISTS IN THE FIELD REQUIRING DESIGN CHANGES IN ORDER FOR CONSTRUCTION TO PROCEED, NOTIFY THEENGINEER IMMEDIATELY.1.BACKFILL UTILITY TRENCHING PER SECTION 8.1.6 OF GEOTECHNICAL REPORT PREPARED BY NINYO & MOOREDATED MARCH 26, 2021. PER THE REPORT, TRENCH ZONE BACKFILL IS TO BE COMPACTED TO A RELATIVECOMPACTION OF 90 PERCENT AS EVALUATED BY ASTM D 1557, EXCEPT FOR THE UPPER 12 INCHES OF THEBACKFILL BENEATH VEHICULAR PAVEMENT WHICH IS TO BE COMPACTED TO A RELATIVE COMPACTION OF 95PERCENT AS EVALUATED BY ASTM D 1557.2.ALL PIPING RUNS SHALL SLOPE AT A MIN. OF 1/8 INCH PER FOOT BACK TO TANK.STORMWATER & EROSION CONTROL CONSTRUCTION NOTES1.THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT: CALIFORNIA REGIONAL WATERQUALITY CONTROL BOARD, SAN DIEGO REGION, ORDER NO. 2001.01 NPDES NO. CAS010875HTTP://WWW.SWRCB.CA.GOV/RWQCB9/PROGRAMS/SD_STORMWATER.HTML2.SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT, MUD, OR OTHER CONSTRUCTION DEBRIS FROM BEINGTRACKED INTO ADJACENT STREET(S) OR STORM WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTIONVEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANINGANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORKDAY OR AFTER A STORM EVENTTHAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION BMPS.3.ALL STOCKPILES OF UNCOMPACTED SOIL AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFTUNPROTECTED FOR A PERIOD GREATER THAN SEVEN (7) CALENDAR DAYS ARE TO BE PROVIDED WITH EROSIONAND SEDIMENT CONTROLS. ALL STOCKPILES ARE TO BE PROTECTED EACH DAY WHEN THE PROBABILITY OF RAINIS 50% OR GREATER.4.THE STORAGE OF ANY CONSTRUCTION MATERIALS OR EQUIPMENT MUST BE PROTECTED AGAINST ANYPOTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT.5.ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED IN WORKING ORDER AT ALL TIMES.6.IT IS RECOMMENDED THAT THE CONTRACTOR SCHEDULE ALL SOIL DISTURBING ACTIVITIES DURING THE DRYSEASON.7.A CONCRETE WASHOUT MUST BE PROVIDED ONSITE PRIOR TO POURING ANY CONCRETE IMPROVEMENTS.8.ALL STOCKPILED CONTAMINATED SOIL MUST BE HAULED AWAY TO AN APPROVED DISPOSAL SITE WITHIN 72HOURS PER THE DEHQ PERMIT.9.CONTRACTOR SHALL COORDINATE WITH THE CITY OF CARLSBAD PROJECT MANAGER, ENGINEER, AND FACILITIESPERSONNEL FOR SITE ACCESS, CONSTRUCTION SCHEDULE, AND EQUIPMENT STAGING. CONTRACTOR SHALLFENCE WORK AREA TO PROTECT CITY OF CARLSBAD STAFF DURING CONSTRUCTION ACTIVITY.10.CONTRACTOR SHALL RESTORE THE SITE TO ITS ORIGINAL CONDITION UPON COMPLETION OF ALL WORK. ALLIMPROVEMENTS INTERFERING WITH DEMOLITION AND/OR INSTALLATION ACTIVITIES, SHALL BE REMOVED, ANDREPLACED IN-KIND.11.CONTRACTOR IS RESPONSIBLE FOR CONTROLLING THE RELEASE OF ANY/ALL DUST AND POLLUTANTS (BMP'S).12.PRIOR TO COMMENCING DEMOLITION A SECURITY FENCE WITH PRIVACY SCREEN SHALL SURROUND ALLDEMOLITION AREAS.13.GRAVEL-FILLED BAGS AND STRAW WATTLES SHALL BE PLACED AROUND THE PERIMETER OF THE PROPERTYAGAINST THE SECURITY FENCE.14.COVER ANY TEMPORARY GRAVEL STOCKPILES WITH A TARP.15.COVER ALL ON SITE STORM DRAINS IN THE CONSTRUCTION AREA.PAVING AND STRIPING NOTES1.ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAYSHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION)OR MN/DOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTYREGULATIONS.2.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO MANUALON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D) AND CITY STANDARDS.3.CONTRACTOR SHALL FURNISH ALL PAVEMENT MARKINGS FOR FIRE LANES, ROADWAY LANES, PARKINGSTALLS, ACCESSIBLE PARKING SYMBOLS, ACCESS AISLES, STOP BARS AND SIGNS, AND MISCELLANEOUSSTRIPING WITHIN THE PARKING LOT AS SHOWN ON THE PLANS.4.ALL EXPANSION JOINTS SHALL EXTEND THROUGH THE CURB.5.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET.6.ALL JOINTS, INCLUDING EXPANSION JOINTS WITH REMOVABLE TACK STRIPS, SHALL BE SEALED WITH JOINTSEALANT.7.THE MATERIALS AND PROPERTIES OF ALL CONCRETE SHALL MEET THE APPLICABLE REQUIREMENTS INTHE A.C.I. (AMERICAN CONCRETE INSTITUTE) MANUAL OF CONCRETE PRACTICE.8.CONTRACTOR SHALL APPLY A SECOND COATING OVER ALL PAVEMENT MARKINGS PRIOR TO ACCEPTANCEBY OWNER FOLLOWED BY A COAT OF GLASS BEADS AS APPLICABLE PER THE PROJECT DOCUMENTS.9.ANY EXISTING PAVEMENT, CURBS AND/OR SIDEWALKS DAMAGED OR REMOVED WILL BE REPAIRED BY THECONTRACTOR AT HIS EXPENSE TO THE SATISFACTION OF THE ENGINEER AND OWNER.10.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY SUITABLE ACCESSIBLE ROUTES (PER A.D.A).GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALLCONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPESEXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NOCASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKINGSTALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNALBUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEERIMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTORCHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES.11. MAXIMUM JOINT SPACING IS TWICE THE DEPTH OF THE CONCRETE PAVEMENT IN FEET.
GRADING AND DRAINAGE NOTES1.GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY THE SUITABILITY OF ALL EXISTING ANDPROPOSED SITE CONDITIONS INCLUDING GRADES AND DIMENSIONS BEFORE START OF CONSTRUCTION.THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.2.THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL ADJUST BMP'S ASNECESSARY AND REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASSSTAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS.3.CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE FROM THE PROPOSED BUILDINGS SO THATSURFACE RUNOFF WILL DRAIN BY GRAVITY TO NEW OR EXISTING DRAINAGE OUTLETS. CONTRACTORSHALL ENSURE NO PONDING OCCURS IN PAVED AREAS AND SHALL NOTIFY ENGINEER IF ANY GRADINGDISCREPANCIES ARE FOUND IN THE EXISTING AND PROPOSED GRADES PRIOR TO PLACEMENT OFPAVEMENT OR UTILITIES.4.CONTRACTOR SHALL PROTECT ALL MANHOLE COVERS, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS,POWER POLES, GUY WIRES, AND TELEPHONE BOXES THAT ARE TO REMAIN IN PLACE AND UNDISTURBEDDURING CONSTRUCTION. EXISTING CASTINGS AND STRUCTURES TO REMAIN SHALL BE ADJUSTED TOMATCH THE PROPOSED FINISHED GRADES.5.BACKFILL FOR UTILITY LINES SHALL BE PLACED PER DETAILS, STANDARDS, AND SPECIFICATIONS SO THATTHE UTILITY WILL BE STABLE. WHERE UTILITY LINES CROSS THE PARKING LOT, THE TOP 6 INCHES SHALLBE COMPACTED SIMILARLY TO THE REMAINDER OF THE LOT. UTILITY DITCHES SHALL BE VISUALLYINSPECTED DURING THE EXCAVATION PROCESS TO ENSURE THAT UNDESIRABLE FILL IS NOT USED.6.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF 4" OF TOPSOIL AT COMPLETIONOF WORK. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BEREGRADED AND SODDED.7.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TESTAND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAINTOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELYNOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED.8.WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALLSAW CUT FULL DEPTH FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAMETYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED.9.THE CONTRACTOR SHALL INSTALL PROTECTION OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OFCONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURESSHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDEPOSITIVE DRAINAGE FLOWS.10.IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS.THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANYEXCAVATION.11.FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONALAGENCY OR TO MN/DOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THEJURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALLGOVERN.12.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREASSHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED ANDMAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FORANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR ATNO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHEDAS SHOWN ON THE LANDSCAPING PLAN.13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING ANDSCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHERSUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNINGREGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.14.SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURSOF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION,SEDIMENTATION OR TURBID DISCHARGES.15.THE CONTRACTOR SHALL ENSURE THAT LANDSCAPE ISLAND PLANTING AREAS AND OTHER PLANTINGAREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALLALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTEDAND PROPERLY DISPOSED OF IN A LEGAL MANNER.16.THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'SRECOMMENDATIONS AND CITY SPECIFICATION.17.ALL CONCRETE/ASPHALT SHALL BE INSTALLED PER GEOTECH REPORT, CITY OF CARLSBAD ANDCALTRANS SPECIFICATIONS.18.SPOT ELEVATIONS ARE TO FLOWLINE OF CURB UNLESS OTHERWISE NOTED.19.LIMITS OF CONSTRUCTION ARE TO THE PROPERTY LINE UNLESS OTHERWISE SPECIFIED ON THE PLAN.20.IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONSAND CONSTRUCTION DOCUMENTS.21.THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALLREPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION WITHOUTCOMPENSATION.22.BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.23.ALL PROPOSED GRADES ONSITE SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE INDICATED ON THE PLANS.ANY TEMPORARY OR PREEMINENT SLOPES STEEPER THAN 4:1 REQUIRE EROSION AND SEDIMENT CONTROL BLANKET.24.ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUSGRADE.25.CONTRACTOR SHALL ENSURE MINIMUM GRADES ARE MET WITHIN PAVED AREAS, 1.2% FOR ASPHALTPAVING AND 0.6% FOR CONCRETE PAVING.
WATER STORM SEWER & SANITARY SEWER NOTES1.THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES, GRAVITY SEWER LINES,AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTORSHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OFTRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETEACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THECONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THECONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THEMOST STRINGENT SHALL GOVERN.2.ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALLCOMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THENOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET.3.THE CONTRACTOR SHALL RESTORE ALL DISTURBED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE.4.DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'SSPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUGWHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACESWIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BEPLUMB AND LOCATED ACCORDING TO THE PLANS.5.ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'SRECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I.PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONSWHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED.ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FROMTHE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.6.WATER FOR FIRE FIGHTING SHALL BE MADE AVAILABLE FOR USE BY THE CONTRACTOR PRIOR TOCOMBUSTIBLES BEING BROUGHT ON SITE.7.ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BECOMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'SSPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCYREQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN.8.UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF CA PROFESSIONAL LAND SURVEYOR PRIORTO BACK FILLING.9.CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THESPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOTBE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ONGRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNERAND JURISDICTIONAL AGENCY AS REQUIRED.10.CONTRACTOR SHALL PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 10' AND A VERTICALCLEARANCE OF 18" BETWEEN WATER AND SANITARY SEWER MANHOLES AND LINES.11.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THECONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARYTO RETURN IT TO EXISTING CONDITIONS OR BETTER.12.ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE ISWATERTIGHT UNLESS OTHERWISE STATED BY CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS.13.UNLESS OTHERWISE STATED IN CITY AND STATE DESIGN STANDARDS AND SPECIFICATIONS, ALL STORMSEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFICBEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALLBE LABELED "STORM SEWER". EXISTING CASTINGS AND STRUCTURES WITHIN PROJECT LIMITS SHALL BEADJUSTED TO MEET THESE CONDITIONS AND THE PROPOSED FINISHED GRADE.14.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THECONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUTEXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY AREGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW.15.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TOSAME.16.ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR FROM INVERT IN TO INVERTOUT.17.ROOF DRAINS SHALL BE CONNECTED TO STORM SEWER BY PREFABRICATED WYES OR AT STORMSTRUCTURES. ROOF DRAINS AND TRUCK WELL DRAIN SHALL RUN AT A MINIMUM 1% SLOPE, UNLESSNOTED OTHERWISE, AND TIE IN AT THE CENTERLINE OF THE STORM MAIN.18.ALL ROOF AND SANITARY SEWER DRAINS SHALL BE INSULATED IF 7' OF COVER CANNOT BE PROVIDED.19.THE CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND UTILITIES AND APPURTENANCES THAT ARETO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS.20.THE LOCATION OF EXISTING UTILITIES, STORM DRAINAGE STRUCTURES AND OTHER ABOVE ANDBELOW-GRADE IMPROVEMENTS ARE APPROXIMATE AS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITYTO DETERMINE THE EXACT LOCATION, SIZE AND INVERT ELEVATIONS OF EACH PRIOR TO THE START OFCONSTRUCTION.21.A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN UTILITIES AND TREES UNLESS A ROOT BARRIER ISUTILIZED.22.GAS, PHONE AND ELECTRIC SERVICES SHOWN FOR INFORMATIONAL PURPOSES ONLY. DRY UTILITYCOMPANIES MAY ALTER THE DESIGN LAYOUT DURING THEIR REVIEW. CONTRACTOR TO COORDINATEFINAL DESIGN AND INSTALLATION WITH UTILITY COMPANIES.23.COORDINATE UTILITY INSTALLATION WITH IRRIGATION DESIGN AND INSTALLATION.24.ALL DIMENSIONS ARE TO FLOW LINE OF CURB UNLESS OTHERWISE NOTED. PERIMETER WALL DIMENSIONSARE TO INSIDE WALL FACE. REFERENCE ARCHITECTURAL PLANS FOR EXACT WALL WIDTH ANDSPECIFICATIONS.25.REFERENCE ARCHITECTURAL PLANS (BY OTHERS). FOR EXACT BUILDING DIMENSIONS, AND MATERIALSSPECIFICATIONS.26.REFERENCE M.E.P. PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENT DIMENSIONS AND SPECIFICATIONS.27.CONTRACTOR SHALL REFERENCE STRUCTURAL PLANS (BY OTHERS) FOR MECHANICAL EQUIPMENTDIMENSIONS AND PAD PREPARATION SPECIFICATIONS.28. CONTRACTOR SHALL REFERENCE M.E.P PLANS (BY OTHERS) FOR LIGHT POLE WIRING.
UST REMOVAL AND REPLACEMENT GENERAL CONSTRUCTION NOTES CONT.33.ALL SYSTEM COMPONENTS THAT ARE OR MAY BE EXPOSED TO PRODUCT SHALL HAVE COMPATIBILITYSTATEMENTS SUBMITTED.34.CONTRACTOR SHALL VISIT JOB SITE PRIOR TO BIDDING AND SHALL VERIFY CONDITIONS PRIOR TO COMMENCINGWORK. CONTRACTOR SHALL PERFORM A UTILITY SURVEY OF THE PLANNED UST EXCAVATION AND NOTIFYUNDERGROUND SERVICE ALERT (USA), DIAL 811, OF THE PLANNED UST EXCAVATION.35.THE CITY PROJECT MANAGER AND ENGINEER OF RECORD SHALL BE CONTACTED IMMEDIATELY IF THERE AREANY DISCREPANCIES WITH THE PROJECT PLANS AND SPECIFICATIONS THAT MAY IMPACT THE WORK.36.CONTRACTOR TO FOLLOW THE CITY OF CARLSBAD FIRE DEPARTMENT AND THE COUNTY OF SAN DIEGO S.A.M.MANUAL (LATEST EDITION) SPECIFICATIONS FOR THE HANDLING AND DISPOSAL OF CONTAMINATED SOIL ANDTHE UNDERGROUND STORAGE TANK. DISPOSAL DOCUMENTS SHALL BE COPIED AND SENT TO THE CITY OFCARLSBAD PROJECT MANAGER.37.CONTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGED IMPROVEMENTS (INCLUDING CONCRETE, ASPHALT,CURBS, GUTTERS, FENCING, ETC.) OUTSIDE THE LIMITS OF WORK, TO MATCH THE ORIGINALPRE-CONSTRUCTION CONDITIONS AND SHALL REPAIR OR REPLACE ALL DAMAGED IMPROVEMENTS WITHIN THELIMITS OF WORK AT NO ADDITIONAL COST TO THE CITY OF CARLSBAD.38.ALL OTHER EXISTING CONSTRUCTION AT THIS SITE NOT AFFECTED BY WORK SHOWN ON THIS PLAN IS TOREMAIN UNLESS OTHERWISE DIRECTED BY THE CITY REPRESENTATIVE.39.WORK SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL CODES AND REGULATIONS, CONTRACTOR ISRESPONSIBLE FOR SCHEDULING ALL AGENCY INSPECTIONS.40.A LICENSED FUELING CONTRACTOR SHALL PURGE ALL FUEL & VAPOR FROM THE FUELING SYSTEM PRIOR TOANY DEMOLITION COMMENCING.41.ALL WORK PRODUCING EXCESSIVE NOISE OR FUMES TO BE COORDINATED WITH CARLSBAD PROJECTMANAGER.42.WHERE SOIL IS DISTURBED SOIL SAMPLING IS REQUIRED BY A CALIFORNIA LICENSED GEOLOGIST PER CRITERIAOF THE SAN DIEGO COUNTY ENVIRONMENTAL HEALTH DEPARTMENT. CONRTACTOR IS TO ASSIST INCOORDINATING TESTING AND RESULTS. THE CITY (AGENCY) TO PROVIDE SOIL SAMPLING AND TESTING.43.ALL REMOVAL AND DISPOSAL SHALL BE DONE IN AN ORDERLY AND SAFE MANNER AND SHALL MINIMIZEDISTURBANCES TO EXISTING CONDITIONS.44.PROPERLY TERMINATE ALL EXISTING PLUMBING & ELECTRICAL ITEMS ABANDONED AND/OR TEMPORARILYREMOVED DURING DEMOLITION 2 36
9/30/25
ISSUED FOR CONSTRUCTION
05/30/2024
2BB2BB
FUEL ISLAND NOTES1.INSTALL NEW DOUBLE WALL TURBINE AND FILL SUMPS ON ALL THREE TANKS AS PER PLANS.2.INSTALL NEW F. E. PETRO SUBMERSIBLE TURBINE PUMPS.3.INSTALL NEW A.O. SMITH FIBERGLASS PENETRATION FITTINGS ON PRODUCT, VENT AND VAPOR PIPING INTURBINE AND FILL SUMPS AS PER PLANS. NOTE: ALL A.O. SMITH PENETRATION FITTINGS TO BE INSTALLEDPER MANUFACTURER'S INSTRUCTIONS.4.INSTALL NEW FLEXING 18" X 2" BRAIDED-STEEL FLEX-PIPING SECTIONS FOR PRODUCT LINES IN TURBINESUMPS, VENT AND VAPOR LINES IN FILL SUMPS.5.INSTALL THREE (3) NEW BRAVO DISPENSER UDCS TO MATCH FOOTPRINT WITH NEW GASBOY DISPENSERS.6.INSTALL NEW OPW IMPACT SHUTOFF VALVES FOR PRODUCT LINES IN UDCS.7.INSTALL NEW OPW IMPACT SHUTOFF VALVES FOR VAPOR LINES IN UDCS.8.INSTALL NEW FLEXING 24" X 1½" BRAIDED-STEEL FLEX-PIPING SECTIONS FOR PRODUCT AND VAPOR LINES INUDCS.9.INSTALL NEW A.O. SMITH FIBERGLASS PENETRATION FITTINGS IN UDCS FOR PRODUCT AND VAPOR PIPINGAS REQUIRED. NOTE: ALL A.O. SMITH PENETRATION FITTINGS TO BE INSTALLED PER MANUFACTURER'SINSTRUCTIONS.10.INSTALL NEW BRAVO VENT SUMP, RACK AND RISERS AS SHOWN ON PLOT PLAN.11.INSTALL NEW A.O. SMITH FIBERGLASS PENETRATION FITTINGS IN VENT SUMP FOR VENT PIPING ASREQUIRED. NOTE: ALL A.O. SMITH PENETRATION FITTINGS TO BE INSTALLED PER MANUFACTURER'SINSTRUCTIONS.12.INSTALL NEW FLEXING 24" X 2" BRAIDED-STEEL FLEX-PIPING SECTIONS FOR VENT LINES IN VENT BOX.13.INSTALL NEW BRAVO ¾" AND 1" FIBERGLASS PENETRATION FITTINGS ON ELECTRICAL CONDUIT IN TURBINEAND FILL SUMPS AS PER PLANS. NOTE: ALL ELECTRICAL PENETRATION FITTINGS TO BE INSTALLED PERMANUFACTURER'S INSTRUCTIONS.14.INSTALL NEW A.O. SMITH DOUBLE WALL FIBERGLASS PIPE FOR PRODUCT, VENT AND VAPOR LINES ASREQUIRED. ALL PIPING RUNS SHALL SLOPE AT A MIN. OF 1/8 INCH PER FOOT BACK TO TANK. NOTE: ALL A.O.SMITH PIPE AND FITTINGS TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.15.INSTALL NEW DISPENSER ISLANDS (SET FRAMES).16.INSTALL NEW BOLLARDS AROUND VENT RACK AND VENT PIPES PER SHEET 29 AND AS SHOWN ON SHEET 3B.BOLLARDS TO BE MINIMUM 4"-DIAMETER SCHEDULE 40 GALVANIZED PIPE, CONCRETE FILLED, NOT LESSTHAN 36" ABOVE GRADE AND NOT LESS THAN 36" BELOW GRADE INTO A CONCRETE BASE OF MINIMUM 15"DIAMETER, SPACED NOT LESS THAN 36" FROM VENT RACK AND NOT MORE THAN 48" APART.17.INSTALL BOLLARDS AT THE CORNERS OF THE FUEL ISLAND AS SHOWN ON SHEET 29 AND 3B18.INSTALL THREE (3) NEW GASBOY ATLAS SINGLE PRODUCT DISPENSERS.19.INSTALL VAPOR PRESSURE SENSOR IN DISPENSER CLOSEST TO USTS (DISPENSER 1/2). NOTE: VAPORPRESSURE SENSOR TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.20.INSTALL VAPOR FLOW METER IN EACH DISPENSER (2 TOTAL). NOTE: VAPOR FLOW METERS TO BE INSTALLEDPER MANUFACTURER'S SPECIFICATIONS.21.INSTALL NEW PHASE II HEALY (EVR) HOSES, BREAKAWAYS AND NOZZLES.22.INSTALL VEEDER-ROOT 794380-208 SUMP SENSORS IN ALL DISPENSER UDC SUMPS, VENT BOX, TURBINE ANDFILL SUMPS. NOTE: SENSORS TO BE SET FOR POSITIVE SHUTDOWN OF TURBINES.23.INSTALL VEEDER-ROOT 794380-304 HYDROSTATIC SUMP SENSORS IN ALL DISPENSER UDC SUMPS, VENTBOX, UST TURBINE AND FILL SUMPS. NOTE: SENSORS TO BE SET FOR POSITIVE SHUTDOWN OF TURBINES.24.INSTALL VEEDER-ROOT 794380-303 HYDROSTATIC SUMP SENSORS IN ALL TANK ANNULARS. NOTE: SENSORSTO BE SET FOR POSITIVE SHUTDOWN OF TURBINES.25.INSTALL VEEDER-ROOT VACUUM SENSOR KITS ON ALL PRODUCT, VAPOR & VENT LINES IN SEPARATE ZONESAS NOTED. VACUUM SENSOR KIT #1 - LOCATION 87 MAIN TURBINE SUMP.ZONE #1 - 87 MAIN PRODUCT LINE.ZONE #2 - 87 MAIN VENT LINE.ZONE #3 - VAPOR RETURN LINE. VACUUM SENSOR KIT #2 - LOCATION - 87 SECONDARY TURBINE SUMP.ZONE #4 - 87 PRODUCT LINES.ZONE #5 - 87 VENT LINES.26.INSTALL A VEEDER ROOT CARBON CANISTER ON VENT RACK.27.INSTALL 2A:10B:C FIRE EXTINGUISHER WITHIN 25' TO 70' OF DISPENSERS.FUEL ISLAND INSPECTIONCITY SHALL HIRE A THIRD PARTY VEEDER ROOT CERTIFIED INSPECTOR TO BE PRESENT AND/OR PERFORM THEFOLLOWING:28.PERFORM ENHANCED LEAK DETECTION (TRACER TEST).29.PERFORM VEEDER-ROOT 450+ MONITORING CERTIFICATION. NOTE: CERTIFICATION TO BE WITNESSED BYINSPECTOR.30.PERFORM APCD LEAK DECAY, BLOCKAGE, AND VOLUME OVER LIQUID TESTS. NOTE: APCD TESTS TO BEDONE BY INSPECTOR.31.CONTRACTOR TO PERFORM FINAL INSPECTION IN FRONT OF THIRD PART INSPECTOR.32.CALIBRATE DISPENSERS. NOTE: CALIBRATION TO BE DONE BY THE CONTRACTOR IN FRONT OF THIRD PARTYINSPECTOR.33.PRESSURE-TEST PRODUCT, VENT AND VAPOR PRIMARY LINES AS REQUIRED TO 70 PSI FOR ONE HOUR INFRONT OF THIRD PARTY INSPECTOR.34.PRESSURE-TEST PRODUCT, VENT AND VAPOR SECONDARY LINES AS REQUIRED TO 5 PSI FOR ONE HOUR INFRONT OF THIRD PARTY INSPECTOR.35.ADD BRINE TO ALL UDCS, VENT BOX, TURBINE AND FILL SUMPS AS PER MANUFACTURER'S INSTRUCTIONS.BRINE TO BE CHECKED BY THIRD PARTY INSPECTOR.FUEL ISLAND CONSTRUCTION NOTES36.EXCAVATE TANK HOLE AS NEEDED FOR NEW CONTAINMENT SOLUTIONS TANKS.37.PLACE TWO NEW CONTAINMENT SOLUTIONS 20,000-GALLON TANKS AND ONE CONTAINMENT SOLUTIONS12,000-GALLON TANK WITH BRINE FILLED INTERSTITIAL SPACE IN EXCAVATED AREA. NOTE: TANKS TO BEINSTALLED PER MANUFACTURER'S INSTRUCTIONS. NOTE: CONTRACTOR TO PROVIDE A COPY OF FACTORYTANK SET CHECK SHEET TO INSPECTOR DOCUMENTING ALL REQUIRED PROCEDURES HAVE BEENFOLLOWED.38.CHECK TANKS FOR SLOPE (TANK TO BE SET LEVEL).39.CHECK TANKS FOR PROPER VERTICAL DEFLECTION LIMITS.40.UDCS, BOXES, AND SUMPS WITH WET ANNULARS TO BE FITTED WITH DUAL SECONDARY ACCESS VALVES TOALLOW FOR ACCURATE FILLING AND PROOF OF COMMUNICATION IN THE ANNULAR SPACE.41.BACKFILL ALL PROJECT TRENCHING PER SECTION 8.1.6 OF GEOTECHNICAL REPORT PREPARED BY NINYO &MOORE DATED MARCH 26, 2021. PER THE REPORT, TRENCH ZONE BACKFILL IS TO BE COMPACTED TO ARELATIVE COMPACTION OF 90 PERCENT AS EVALUATED BY ASTM D 1557, EXCEPT FOR THE UPPER 12 INCHESOF THE BACKFILL BENEATH VEHICULAR PAVEMENT WHICH IS TO BE COMPACTED TO A RELATIVECOMPACTION OF 95 PERCENT AS EVALUATED BY ASTM D 1557.42.PATCH OR REPLACE CONCRETE SURFACE WITHIN LIMITS OF WORK; CONCRETE SHALL BE 8" THICK560-C-3500 REINFORCED WITH NO. 4 BARS, 18" O.C., OVER 4" AGGREGATE BASE.
TYPICAL OWNER/ENGINEER OBSERVATIONSCONTRACTOR SHALL NOTIFY OWNER AND/OR ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES:··PRE-CONSTRUCTION MEETING,··SUBGRADE PREPARATION,··BASE INSTALLATION··ASPHALT INSTALLATION,··UNDERGROUND PIPING AND UTILITIES INSTALLATION,··INSTALLATION OF STRUCTURES,··CHECK VALVES, HYDRANTS, METERS, ETC.,··SIDEWALK INSTALLATION,··CONNECTIONS TO WATER AND SEWER MAINS,··TESTS OF UTILITIES1.THE TANK INSTALLATION SHALL BE INSPECTED BY THE COUNTY AND THIRD PARTY INSPECTOR AT FOUR (4)SEPARATE CONSTRUCTION PHASES (SEE FUEL ISLAND INSPECTION):A.AT TANK SET TO ENSURE TANKS ARE INSTALLED PROPERLY AND LEVELB.DURING PRIMARY PIPING NFPA 30 TESTING (HYDROSTATIC OR PNEUMATIC TESTING OF LINES FOR 30MINUTES).C.INSPECTION OF ALL SECONDARY CONTAINMENT, INCLUDING TESTING IN ACCORDANCE WITHMANUFACTURER'S GUIDELINES.D.AT THE FINAL INSPECTION, INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM.2.THE CONTRACTOR IS RESPONSIBLE TO CONTACT THE CARLSBAD FIRE DEPARTMENT (CFD) & SAN DIEGOCOUNTY AIR POLLUTION CONTROL DISTRICT (SDAPCD) A MINIMUM OF 5 WORKING DAYS PRIOR TO REPAIRS TOTHE UST SYSTEM AND ALL SITE INSPECTIONS SHALL BE SCHEDULED A MINIMUM OF 5 WORKING DAYS INADVANCE OF REQUESTED DATE.3.THE CONTRACTOR IS RESPONCIBLE TO CONTACT SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT ANDTHE CARLSBAD FIRE DEPARTMENT TO ENSURE THEY WITNESS ALL TESTING OF FUEL TANKS, PIPELINES,EMERGENCY SHUT-OFF, FUEL AND PUMPS, ETC.4.WORK SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL CODES AND REGULATIONS, CONTRACTOR ISRESPONSIBLE FOR SCHEDULING ALL AGENCY INSPECTIONS.GENERAL NOTES1.A LICENSED FUELING CONTRACTOR SHALL PURGE ALL FUEL & VAPOR FROM THE FUELING SYSTEM PRIOR TOANY DEMOLITION COMMENCING.2.PATCH OR REPLACE CONCRETE SURFACE WITHIN LIMITS OF WORK; CONCRETE SHALL BE 8" THICK 560-C-3500REINFORCED WITH NO. 4 BARS, 18" O.C., OVER 4" AGGREGATE BASE3.CONCRETE IS TO BE TREATED WITH TYPE 2 WHITE PIGMENTED CONCRETE CURING COMPOUND, APPLIEDACCORDING TO MANUFACTURE'S RECOMMENDATIONS, CONSISTENT WITH ASTM STANDARD SPEC C309.4.REMOVE, SCARIFY, AND RE-COMPACT TO 95% RELATIVE DENSITY A MINIMUM OF 12 INCHES BELOW THECONCRETE PAVEMENT SECTION.5.CONTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGED IMPROVEMENTS (INCLUDING CONCRETE, ASPHALT,CURBS, GUTTERS, FENCING, ETC.) OUTSIDE THE LIMITS OF WORK, TO MATCH THE ORIGINALPRE-CONSTRUCTION CONDITIONS AND SHALL REPAIR OR REPLACE ALL DAMAGED IMPROVEMENTS WITHIN THELIMITS OF WORK AT NO ADDITIONAL COST TO THE CITY OF CARLSBAD.6.ALL OTHER EXISTING CONSTRUCTION AT THIS SITE NOT AFFECTED BY WORK SHOWN ON THIS PLAN IS TOREMAIN UNLESS OTHERWISE DIRECTED BY THE CITY REPRESENTATIVE.7.ALL WORK PRODUCING EXCESSIVE NOISE OR FUMES TO BE COORDINATED WITH CARLSBAD PROJECTMANAGER.8.ALL REMOVAL AND DISPOSAL SHALL BE DONE IN AN ORDERLY AND SAFE MANNER AND SHALL MINIMIZEDISTURBANCES TO EXISTING CONDITIONS.9.PROPERLY TERMINATE ALL EXISTING PLUMBING & ELECTRICAL ITEMS ABANDONED AND/OR TEMPORARILYREMOVED DURING DEMOLITION.10.AS BUILTS: IN THE EVENT A CHANGE IS MADE DURING CONSTRUCTION THAT DEVIATES FROM THE ORIGINALAPPROVED PLANS, REVISED PLANS ("AS BUILTS") SHALL BE SUBMITTED AND APPROVED IN ORDER TOCOMPLETE THE FINAL INSPECTION. 3 36
9/30/25
32 5
32 5
ISSUED FOR CONSTRUCTION
05/30/2024
SSSSWW
SSSSSSSSSSSSSSS
WWWWWWWWWWWWWWW
WSSSS
W
SDSDSDSD WW 365.96CENTEROF DOOR365.99CENTEROF DOORVARIOUSSIZEDMANHOLES(TYPICAL)
HOSEVAULTFUELPUMPFUELPUMP
FUELPUMPHOSEVAULTPUMPCONTROLCABINETGPGP
GPGP
WATERPIPELINESWATERSPIGOT
WATERMETER
WATERMETER
E WATERMETERGASMETER
SEWERMANHOLESEWERCLEANOUT
UNKNOWNHANDHOLEDIDIDIADEE ETRAPAD
DI
DI
PAINTSTRIPING
PAINTSTRIPING
STRIPDRAINSTRIPDRAIN
STRIPDRAINSTRIPDRAIN
C/LFENCE
C/LFENCEAC BERMCONC WALL
CONC WALL
CONC WALL
CONC WALLCONC WALLCONC WALLCONC WALL
CONC CURB
CONCSWALECONCSWALE
BUILDING
CONC CURB& GUTTER
CONC CURB& GUTTER
CURBINLET
CURBINLET CURBINLET
CONC CURB& GUTTER
AC
AC
AC
AC
AC
AC
AC
AC
AC
CONC
CONC
CONCCONC
CONCCONCCURB
CONC CURB& GUTTER
CONC
369.0368.5368.0367.5367.0366.5366.0365.5365.0
365.5 365.0
366.0
365.5365.0365.5365.0365.5
366.0366.0
365.5
365.0366.0366.5367.0367.5
1004
1003 00000000000000
00000000
UST TO BE REMOVED (APPROX.) FIBERGLASS20,000 GALLON (UNDERGROUND; UNLEADED) APPROX. EXCAVATION LIMITS
EXISTING DISPENSER MANAGEMENT CONSOLE TO BEREMOVED AND STORED FOR FUTURE RECONNECTION UST TO BE REMOVED AND REPLACED (APPROX.)TWO FIBERGLASS 20,000 GALLON AND ONE FIBERGLASS 12,000 GALLON(UNDERGROUND; DIESEL)SEE SHEET 24 AND 25 FOR DETAILS PROPOSEDCANOPY COLUMNSEE SHEET 6EXISTING FUEL FOCUS ASSET MANAGEMENTCONSOLE TO BE STORED DURINGCONSTRUCTION AND RECONNECTED PROPOSED CANOPYCOLUMN SEE SHEET 6PROPOSED CANOPYFINISHED GRADE CONTRACTOR TO FIELD VERIFY ANDCONSTRUCT A TRENCH FOR UNDERGROUNDPIPING AND UTILITIES PER DETAIL 2 ONSHEET 13 TO EXISTING BUILDINGCONTRACTOR TO FIELD VERIFY THE EXACT LOCATIONAND DEPTH OF UNDERGROUND PIPING AND UTILITIES INTHE IMMEDIATE VICINITY OF CONSTRUCTION ACTIVITIES.SEE SHEET 12 FOR MORE INFORMATION
CONTRACTOR TO FIELD VERIFY DEPTHAND LOCATION OF EXISTINGELECTRICAL UTILITY
EXISTING EMERGENCY SHUTOFF VALVETO REMAIN (BUILDING INTERIOR)
EXISTING EMERGENCYSHUTOFF VALVE TO REMAIN
CONTRACTOR TO FIELD VERIFY AND CONSTRUCT ATRENCH PER DETAIL 2 ON SHEET 13 TO ELECTRICAL ROOM CATCH BASIN INLET PROTECTION. SEEDETAIL ON THIS SHEET.CATCH BASIN INLET PROTECTION. SEEDETAIL ON THIS SHEET.
CURB INLET INLET PROTECTION.SEE DETAIL ON THIS SHEET.
CURB INLET INLET PROTECTION.SEE DETAIL ON THIS SHEET.
UST TO BE REMOVED (APPROX.) FIBERGLASS20,000 GALLON (UNDERGROUND; UNLEADED) UST TO BE REMOVED (APPROX.) FIBERGLASS12,000 GALLON (UNDERGROUND; DIESEL)
REMOVE FUEL DISPENSERREMOVE FUELDISPENSER
CONTRACTOR TO REMOVE EXISTING BOLLARDS
EXISTING FUEL TANK MANAGEMENTSYSTEM TO BE REMOVED (SYSTEMTO BE REPLACED, SEE SHEET 3B) NORTH0GRAPHIC SCALE IN FEET
20 102040
00000000000
SCALE: N.T.SCURB INLET PROTECTION (SE-10)SCALE: N.T.SGRAVEL BAGGING DETAILCATCH BASIN/AREA DRAIN LEGENDEXISTING FINISHED GRADE SPOT ELEVATIONEXISTING 0.5' CONTOUR*EXISTING 2.5' CONTOUR CONCRETECHAIN LINKELECTRICAL EQUIPMENT*NOTE: CONTOUR INTERVAL IS 1'C/LE LIGHT STANDARDBACKFLOW PREVENTER RISERCONCAREA DRAINDRAIN INLETASPHALTADDIACGPWATER VALVEGUARD POSTSTORM DRAIN MANHOLE(UNLESS OTHERWISE NOTED)SET CONTROL POINTFIRE DEPARTMENT CONNECTIONFG:(365.73)1003 3A
APPROX. EXCAVATION LIMITS
CONCRETE REMOVALASPHALT REMOVALDRAINAGE INLET COVER
INSTALL GRAVEL BAGS 13 FULL ATEACH END.UNDER-SEAL GASKETFILTER HEIGHT - 2""L" SHAPED BRACKETSVARIABLE HEIGHT PINS 18"MINSECTIONNOTES:1.GRAVEL BAG MATERIAL: POLYPROPYLENE, POLYETHYLENE OR POLYMIDEWOVEN FABRIC, MINIMUM UNIT WEIGHT 4 OUNCES PER SQUARE YARD,MULLEN BURST STRENGTH EXCEEDING 300 PSI AND ULTRAVIOLET STABILITYEXCEEDING 70%2.GRAVEL BAG SHALL BE FILLED WITH 3/4" ROCK OR 1/4" PEA GRAVEL.3.PLACE SEVERAL LAYERS OF SAND BAGS (12" MINIMUM HIGH) OVERLAPPINGTHE BAGS AND PACKING THEM TIGHTLY TOGETHER.4.LEAVE GAP OF ONE BAG ON THE TOP ROW TO SERVE AS A SPILLWAY.5.PLACE WIRE MESH OVER AND 1' (MINIMUM) BEYOND THE INLET STRUCTURE.6.PLACE FILTER FABRIC OVER WIRE MESH. FILTER FABRIC SHALL BEMANUFACTURED FROM UV RESISTANT POLYPROPYLENE, NYLON,POLYESTER, OR ETHYLENE FABRIC WITH AN EQUIVALENT OPENING SIZE NOTGREATER THAN 20 SIEVE AND WITH A MINIMUM FLOW RATE OF 40GALLONS/MINUTE/SQ. FT.7.INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT.
DROP INLET W/ GRATEGRAVEL BAG FILLEDWITH COARSE GRAVEL4" PVC PIPE FOR DRAINAGEROW OF GRAVEL FILLED BAGS(18" MINIMUM WIDTH) & 2 BAGSMINIMUM HEIGHT4" PVC PIPE FOR DRAINAGE 3 BAGSHEIGHT MIN
FILTER FABRIC
ONE INSPECTION IS REQUIRED AT THE TIME OF THE SYSTEM REMOVAL.PRIOR TO THE REMOVAL AND THE INSPECTORS ARRIVAL ON SITE, THE USTSYSTEM INCLUDING THE PIPING MUST BE EXPOSED TO ALLOW PROPERINSPECTION AND IDENTIFICATION OF SAMPLING POINTS. THE TANKS MUSTBE TRIPLE RINSED/DECONTAMINATED AND THE LOWER EXPLOSIVE LIMIT(LEL) MUST BE 20% OR LESS AS DETERMINED BY A CALIBRATEDCOMBUSTIBLE GAS INSTRUMENT (CGI). THE WASTE (RINSEATE ANDSLUDGE-BOTTOM WASTE) MUST BE TRANSPORTED BY A LICENSEDHAZARDOUS WASTE HAULER (THE WASTE HAULER MUST PROVIDE AMANIFEST NUMBER FOR THE INSPECTORS PAPER WORK).DEH INSPECTION REQUIREMENTS1.IT IS UNDERSTOOD THE CONTRACTOR WILL EMPTY AND CLEAN THE USTS PRIOR TO THE START OF THIS PROJECT.CONTRACTOR SHALL VERIFY THAT TANKS ARE EMPTY.2.CONTRACTOR SHALL REMOVE (1) EXISTING 12,000 GALLON AND (2) EXISTING 20,000 GALLON UNDERGROUND FUELTANKS AND ALL APPLICABLE UNDERGROUND PIPING. THE TANKS PREVIOUSLY STORED MOTOR FUELS. PRODUCTPIPING MUST BE INERTED AND LEFT IN PLACE FOR DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITYINSPECTION PRIOR TO REMOVAL. ALL PIPING AND USTS MUST BE REMOVED AT THE SAME TIME. FAILURE TO DO SOWILL RESULT IN A RE-INSPECTION AND RE-INSPECTION FEE. CONTRACTOR SHALL PROVIDE A DESIGNED SHORINGSYSTEM WITH BRACING PER GEOTECHNICAL RECOMMENDATIONS.3.CONTRACTOR SHALL REMOVE THE USTS AND COLLECT SOIL SAMPLES FROM (1) THE BASE OF THE EXCAVATION, (2)ALONG THE PIPING RUNS AS DIRECTED BY DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITY INSPECTOR,AND (3) STOCKPILE OF OVERBURDEN SOIL UNDER THE DISCRETION OF THE DEPARTMENT OF ENVIRONMENTALHEALTH AND CARLSBAD FIRE DEPARTMENT INSPECTORS. THE DEPARTMENT OF ENVIRONMENTAL HEALTH ANDQUALITY INSPECTOR SHALL IDENTIFY SPECIFIC SAMPLING LOCATIONS AT THE TIME OF REMOVAL. CONTRACTORSHALL DISPOSE OF THE DECONTAMINATED USTS AS A NON HAZARDOUS WASTE.4.PRIOR TO REMOVAL, ALL TANKS AND PIPING MUST BE PROPERLY PURGED OF ALL VAPORS.
UST REMOVAL NOTES
4 36
9/30/25
PVC
18"
MIN.
15 16
16 5
ISSUED FOR CONSTRUCTION
05/30/2024
S
S
S
S
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W S
S
S
S
W
SD
SD
SD
SD
W
W 365.96
CENTER
OF DOOR
365.99
CENTER
OF DOOR
VARIOUS
SIZED
MANHOLES
(TYPICAL)
HOSE
VAULT
FUEL
PUMP
FUEL
PUMP
FUEL
PUMP
HOSE
VAULT
PUMP
CONTROL
CABINETGP
GP
GP
GP
WATER
PIPELINES
WATER
SPIGOT
WATER
METER
WATER
METER
E
WATER
METER
GAS
METER
SEWER
MANHOLE
SEWER
CLEANOUT
UNKNOWN
HANDHOLE
DI
DI
DI
AD
E
E
E
TRAP
AD
DI
DI
PAINT
STRIPING
PAINT
STRIPING
STRIP
DRAIN
STRIP
DRAIN
STRIP
DRAIN
STRIP
DRAIN
C/L
FENCE
C/L
FENCE
AC BERM
CONC WALL
CONC WALL
CONC WALL
CONC WALL
CONC WALL
CONC WALL
CONC WALL
CONC CURB
CONC
SWALE
CONC
SWALE
BUILDING
CONC CURB
& GUTTER
CONC CURB
& GUTTER
CURB
INLET
CURB
INLET
CURB
INLET
CONC CURB& GUTTER
AC
AC
AC
AC
AC
AC
AC
AC
AC
CONC
CONC
CONC
CONC
CONC
CONC
CURB
CONC CURB
& GUTTER
CONC
369.0
368.5
368.0
367.5
367.0
366.5
366.0
365.5
365.0
365.5
365.0
366.0
365.5
365.0
365.5
365.0
365.5
366.0
366.0
365.5
365.0
366.0
366.5
367.0
367.5
1004
1003
APPROX. EXCAVATION LIMITS
PROPOSED FUEL ISLAND CANOPY.
SEE SHEET 6 FOR DETAILS
PROPOSED CANOPY
COLUMN SEE SHEET 6
PROPOSED CANOPY
COLUMN. SEE SHEET 6
REPLACE FUEL
DISPENSER. SEE SHEET 26
PROPOSED CANOPY
COLUMN. SEE SHEET 6
UST TO BE REMOVED AND REPLACED (APPROX.)
TWO FIBERGLASS 20,000 GALLON AND ONE FIBERGLASS 12,000 GALLON (UNDERGROUND; DIESEL)
SEE SHEET 24 AND 25 FOR DETAILS
PROPOSED
CANOPY COLUMN
SEE SHEET 6
EXISTING FUEL FOCUS ASSET MANAGEMENT
CONSOLE TO BE STORED DURING
CONSTRUCTION AND RECONNECTED
PROPOSED CANOPY
COLUMN SEE SHEET 6
PROPOSED CANOPY
FINISHED GRADE
A
A
CONTRACTOR TO FIELD VERIFY AND
CONSTRUCT A TRENCH FOR UNDERGROUND
PIPING AND UTILITIES PER DETAIL 2 ON
SHEET 13 TO EXISTING BUILDING
CONTRACTOR TO FIELD VERIFY THE EXACT LOCATION
AND DEPTH OF UNDERGROUND PIPING AND UTILITIES IN
THE IMMEDIATE VICINITY OF CONSTRUCTION ACTIVITIES.
SEE SHEET 12 FOR MORE INFORMATION
CONTRACTOR TO FIELD VERIFY AND CONSTRUCT A
TRENCH PER DETAIL 2 ON SHEET 13 TO ELECTRICAL ROOM
CONTRACTOR TO FIELD VERIFY
SEWER CONNECTION
INSTALL XERXES 20,000 GALLON
UST. SEE SHEET 27 FOR DETAILS.
INSTALL XERXES 20,000 GALLON
UST. SEE SHEET 27 FOR DETAILS.
INSTALL XERXES 12,000 GALLON
UST. SEE SHEET 28 FOR DETAILS.
REPLACE FUEL
DISPENSER. SEE SHEET 26
CONSTRUCT 6" IN DIAMETER CONCRETE FILLED STEEL BOLLARDS, SPACED 4 FEET BETWEEN POSTS ON CENTER, SET AT 3 FEET DEEP IN CONCRETE FOOTING AT A MINIMUM OF 18" DIAMETER, SET WITH TOP OF THE POSTS 4 FEET ABOVE GROUND AND LOCATED 3 FEET FROM THE PROTECTED OBJECT. (TYP.)
INSTALL NEW VEEDER-ROOT TLS
450PLUS CONSOLE FUEL TANK
MANAGEMENT SYSTEM
FG:(365.57)
UST TO BE REMOVED AND REPLACED (APPROX.)
TWO FIBERGLASS 20,000 GALLON AND ONE FIBERGLASS 12,000 GALLON (UNDERGROUND; DIESEL)
SEE SHEET 24 AND 25 FOR DETAILS
PROPOSED
CANOPY COLUMN
SEE SHEET 6
EXISTING FUEL FOCUS ASSET MANAGEMENT
CONSOLE TO BE STORED DURING
CONSTRUCTION AND RECONNECTED
PROPOSED CANOPY
COLUMN SEE SHEET 6
PROPOSED CANOPY
FINISHED GRADE
NORTH
0 GRAPHIC SCALE IN FEET
20 10 20 40
LEGEND
EXISTING FINISHED GRADE SPOT ELEVATION
EXISTING 0.5' CONTOUR*
EXISTING 2.5' CONTOUR
CONCRETE
CHAIN LINK
ELECTRICAL EQUIPMENT
*NOTE: CONTOUR INTERVAL IS 1'
C/L
E
LIGHT STANDARD
BACKFLOW PREVENTER RISER
CONC
AREA DRAIN
DRAIN INLET
ASPHALT
AD
DI
AC
GP
WATER VALVE
GUARD POST
STORM DRAIN MANHOLE
(UNLESS OTHERWISE NOTED)
SET CONTROL POINT
FIRE DEPARTMENT CONNECTION
FG:(365.73)
1003
ONE INSPECTION IS REQUIRED AT THE TIME OF THE SYSTEM REMOVAL.
PRIOR TO THE REMOVAL AND THE INSPECTORS ARRIVAL ON SITE, THE UST
SYSTEM INCLUDING THE PIPING MUST BE EXPOSED TO ALLOW PROPER INSPECTION AND IDENTIFICATION OF SAMPLING POINTS. THE TANKS MUST
BE TRIPLE RINSED/DECONTAMINATED AND THE LOWER EXPLOSIVE LIMIT (LEL) MUST BE 20% OR LESS AS DETERMINED BY A CALIBRATED COMBUSTIBLE GAS INSTRUMENT (CGI). THE WASTE (RINSEATE AND
SLUDGE-BOTTOM WASTE) MUST BE TRANSPORTED BY A LICENSED
HAZARDOUS WASTE HAULER (THE WASTE HAULER MUST PROVIDE A MANIFEST NUMBER FOR THE INSPECTORS PAPER WORK).
DEH INSPECTION REQUIREMENTS
1. IT IS UNDERSTOOD THE CONTRACTOR WILL EMPTY AND CLEAN THE USTS PRIOR TO THE START OF THIS PROJECT.
CONTRACTOR SHALL VERIFY THAT TANKS ARE EMPTY.
2. CONTRACTOR SHALL REMOVE (1) EXISTING 12,000 GALLON AND (2) EXISTING 20,000 GALLON UNDERGROUND FUEL TANKS AND ALL APPLICABLE UNDERGROUND PIPING. THE TANKS PREVIOUSLY STORED MOTOR FUELS. PRODUCT
PIPING MUST BE INERTED AND LEFT IN PLACE FOR DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITY INSPECTION PRIOR TO REMOVAL. ALL PIPING AND USTS MUST BE REMOVED AT THE SAME TIME. FAILURE TO DO SO WILL RESULT IN A RE-INSPECTION AND RE-INSPECTION FEE. CONTRACTOR SHALL PROVIDE A DESIGNED SHORING SYSTEM WITH BRACING PER GEOTECHNICAL RECOMMENDATIONS.
3. CONTRACTOR SHALL REMOVE THE USTS AND COLLECT SOIL SAMPLES FROM (1) THE BASE OF THE EXCAVATION, (2)
ALONG THE PIPING RUNS AS DIRECTED BY DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITY INSPECTOR, AND (3) STOCKPILE OF OVERBURDEN SOIL UNDER THE DISCRETION OF THE DEPARTMENT OF ENVIRONMENTAL HEALTH AND CARLSBAD FIRE DEPARTMENT INSPECTORS. THE DEPARTMENT OF ENVIRONMENTAL HEALTH AND QUALITY INSPECTOR SHALL IDENTIFY SPECIFIC SAMPLING LOCATIONS AT THE TIME OF REMOVAL. CONTRACTOR SHALL DISPOSE OF THE DECONTAMINATED USTS AS A NON HAZARDOUS WASTE.
4. PRIOR TO REMOVAL, ALL TANKS AND PIPING MUST BE PROPERLY PURGED OF ALL VAPORS.
UST REMOVAL NOTES
3B
APPROX. EXCAVATION LIMITS
FUEL ISLAND CANOPY
SECTION A-A DETAIL
N.T.S.
CONCRETE RERPLACEMENT
ASPHALT REPLACEMENT
9/30/25
36 9
9 29
29 9
9 16
15 16
30 30
31 9
9 27 AND 28
ISSUED FOR CONSTRUCTION
05/30/2024
SSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWW WWWWWWWW33216 44 55 5 7 32 8
8 9
9 22.0'6
25.3'
16.0'24.5'
15.1'
109.0'
0GRAPHIC SCALE IN FEET
5 2.5510
123456789
NORTH
EXISTING FUEL FOCUS ASSET MANAGEMENT CONSOLE TO BE STORED DURINGCONSTRUCTION AND RECONNECTEDREMOVE AND PROPERLY DISPOSE EXISTING LIGHT POLEREMOVE AND PROPERLY DISPOSE EXISTING HOSE VAULTREMOVE EXISTING PCC CURB ISLANDREMOVE AND PROPERLY DISPOSE EXISTING FUEL DISPENSERCONTRACTOR TO REMOVE EXISTING BOLLARDS.CONTRACTOR TO CUT AND CAP EXISTING WATER LINE.REMOVE EXISTING CONCRETE PAVEMENT.REMOVE EXISTING ASPHALT PAVEMENT.
DEMOLITION NOTES
LEGENDEXISTING FINISHED GRADE SPOT ELEVATIONEXISTING 0.5' CONTOUR*EXISTING 2.5' CONTOUR CONCRETECHAIN LINKELECTRICAL EQUIPMENT*NOTE: CONTOUR INTERVAL IS 1'C/LE LIGHT STANDARDBACKFLOW PREVENTER RISERCONCAREA DRAINDRAIN INLETASPHALTADDIACGPWATER VALVEGUARD POSTSTORM DRAIN MANHOLE(UNLESS OTHERWISE NOTED)SET CONTROL POINTFIRE DEPARTMENT CONNECTIONFG:(365.73)1003 4A
APPROX. EXCAVATION LIMITS
CONCRETE REMOVALASPHALT REMOVAL
6 36
9/30/25
ISSUED FOR CONSTRUCTION
05/30/2024
SSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWW31
52 513
12 2
4 4
67 FS (366.73)FS (366.72)
FS (366.13)
FS (365.98) FS (365.61)
FS (365.74)
FS (365.66)
FS (365.50)FS (365.67)
FS (365.89)
FS 366.40
FS 366.40FS 366.40
FS 366.40
TG 366.39
TG 366.39INV 364.39TG 366.39
TG 366.39FS 366.51
FS 366.51 FS 366.51FS 366.51TG 366.39
TG 366.39
TG 366.39 TG 366.39FS 366.40
FS 366.40
FS 366.40
FS 366.40INV 364.33
INV 364.168" INV (356.5±)12 LF @ 61%11
113 LF @ 2%
10 101.0%1.0%1.0%1.0% 1.0%
1.0%
1.0%
1.0%9 8 8
88 1.5%1.5%
1.5%FS (366.53)
12 FS (366.72)
1313 1313
NORTH0GRAPHIC SCALE IN FEET
5 2.5510
12345678910111213
INSTALL GASBOY ATLAS FUEL DISPENSER: MODEL 9852KTW-1(ISLAND-ORIENTED), AND RECONNECT ALL PIPING; SEE DETAIL ON SHEET 26CONSTRUCT FUEL CANOPY COLUMNS; SEE SHEET 6CONSTRUCT 6" PCC CURB ISLANDPATCH OR REPLACE CONCRETE SURFACE WITHIN LIMITS OF WORK; CONCRETESHALL BE 8" THICK 560-C-3500 REINFORCED WITH NO. 4 BARS, 18" O.C., OVER 4"AGGREGATE BASE.CONSTRUCT FUEL CANOPY; SEE SHEET 6TELEPHONE MOUNTED ON CANOPY COLUMN. CONTRACTOR TO COORDINATEWITH CITY STAFF FOR EXACT LOCATION, TELEPHONE TYPE, AND CONNECTION.CONTRACTOR TO INSTALL 2A:10B:C FIRE EXTINGUISHERINSTALL 6" WIDE NDS DURA SLOPE TRENCH DRAIN.INSTALL STRIEM OT-500 POLYETHYLENE OIL SEPARATOR (562 GALLON).CONSTRUCT ASPHALT PAVEMENT SECTION TO MATCH EXISTING SECTION.CONSTRUCT 4" SCH 40 PVC SANITARY SEWER PIPE. SLOPE AND LENGTH PERPLANCONSTRUCT PVC TO VCP CONNECTION.CONSTRUCT 6" IN DIAMETER CONCRETE FILLED STEEL BOLLARDS, SPACED 4FEET BETWEEN POSTS ON CENTER, SET AT 3 FEET DEEP IN CONCRETE FOOTINGAT A MINIMUM OF 18" DIAMETER, SET WITH TOP OF THE POSTS 4 FEET ABOVEGROUND AND LOCATED 3 FEET FROM THE PROTECTED OBJECT.
CONSTRUCTION NOTES
LEGENDEXISTING FINISHED GRADE SPOT ELEVATIONEXISTING 0.5' CONTOUR*EXISTING 2.5' CONTOUR CONCRETECHAIN LINKELECTRICAL EQUIPMENT*NOTE: CONTOUR INTERVAL IS 1'C/LE LIGHT STANDARDBACKFLOW PREVENTER RISERCONCAREA DRAINDRAIN INLETASPHALTADDIACGPWATER VALVEGUARD POSTSTORM DRAIN MANHOLE(UNLESS OTHERWISE NOTED)SET CONTROL POINTFIRE DEPARTMENT CONNECTIONFG:(365.73)1003 4B
APPROX. EXCAVATION LIMITS
FUEL ISLAND CANOPY
NOTES:1.CONCRETE SHALL BE 4000 PSI.2.ISOLATION JOINTS SHALL BEPLACED ONLY AS SPECIFIED3.CONTRACTION JOINTSCONSISTING OF 1" DEEPSCORES SHALL BE PLACED AT15' INTERVALS O.C.4.WHERE A WALK IS ADJACENTTO THE CURB THE JOINTSSHALL ALIGN WITH JOINTS INTHE WALK.SUBGRADE COMPACTION PERGEOTECHNICAL REPORT BYNINYO & MOORE DATEDMARCH 26, 2021 1/2" RFINISHEDGRADE PERSECTION A-ADETAIL ONSHEET 3A6" CONCRETE CURBN.T.S.
PROPOSED PAVEMENTPER SECTION A-A DETAILON SHEET 3A
CONCRETE RERPLACEMENTASPHALT REPLACEMENTGRADE BREAK
7 36
9/30/25
29 9
9 4
4 ISSUED FOR CONSTRUCTION
05/30/2024
12'
CANOPY LIMITS
CANOPY LIMITS
12'
CONSTRUCT 4" PVC TO 8" VCP CONNECTION.
REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION (REF. CBC 1705.3)
TYPE
CONTINUOUS
SPECIAL
INSPECTION
PERIODIC
SPECIAL
INSPECTION
REFERENCED
STANDARDa
CBC
REFERENCE
1. Inspect reinforcement, including prestressing
tendons, and verify placement. - X
ACI 318: Ch. 20,
25.2, 25.3,
26.6.1-26.6.3
1908.4000
2. Reinforcing bar welding:
a.
Verify weldability of reinforcing bars other than
ASTM A706;
b. Inspect single-pass fillet welds, maximum 516";
and
c. Inspect all other welds.
-
N/A
N/A
N/A
AWS D1.4
ACI 318: 17.8.2 -
3. Inspect anchors cast in concrete. - N/A ACI 318: 17.8.2 -
4. Inspect anchors post-installed in hardened
concrete members.b
a. Adhesive anchors installed in horizontally or
upwardly inclined orientations to resist sustained
tension loads.
b. Mechanical anchors and adhesive anchors not
defined in 4.a.
N/A
N/A
ACI 318: 17.8.2.4
ACI 318: 17.8.2
-
5. Verify the use of required design mix. - X ACI 318: Ch. 19,
26.4.3, 26.4.4
1904.1, 1904.2,
1908.2, 1908.3
6. Prior to concrete placement, fabricate
specimens for strength tests, perform slump and
air content tests, and determine the temperature
of the concrete.
X -
ASTM C172
ASTM C31
ACI 318: 26.5,
26.12 1908.1000
7. Inspect concrete and shotcrete placement for
proper application techniques. X - ACI 318: 26.5
1908.6000,
1908.7000,
1908.8000
8. Verify maintenance of specified curing
temperature and techniques. - X ACI 318:
26.5.3-26.5.5 1908.9000
9. Inspect prestressed concrete for:
a.
Application of prestressing forces; and
b. Grouting of bonded prestressing tendons.
N/A
N/A
-
-
ACI 318:26.10 -
10. Inspect erection of precast concrete members - N/A ACI 318: 26.9 -
11. Verify in-situ concrete strength, prior to
stressing of tendons in post-tensioned concrete
and prior to removal of shores and forms from
beams and structural slabs.
- N/A ACI 318: 26.11.2 -
12. Inspect formwork for shape, location and
dimensions of the concrete member being formed. - X ACI 318:
26.11.1.2(b) -
REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS (REF. CBC 1705.6) TYPE
CONTINUOUS
SPECIAL
INSPECTION
PERIODIC
SPECIAL
INSPECTION
1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity. - X
2. Verify excavations are extended to proper depth and have reached proper material. - X
3. Perform classification and testing of compacted fill materials. - X
4. Verify use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill. X -
5. Prior to placement of compacted fill, inspect subgrade and verify that site has bee prepared properly - X
REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST-IN-PLACE DEEP FOUNDATION ELEMENTS (REF. CBC 1705.8)
TYPE
CONTINUOUS
SPECIAL
INSPECTION
PERIODIC
SPECIAL
INSPECTION
1. Inspect drilling operations and maintain complete and accurate records for each element. X -
2. Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable) and adequate end-bearing strata capacity. Record concrete or grout volumes.
X -
3. For concrete elements, perform tests and additional special inspections in accordance with Section 1705.3. - -
5 STRUCTURAL GENERAL NOTES
1.0 DESIGN DATA
1.01 BUILDING CODE - CALIFORNIA BUILDING CODE 2019
1.02 DESIGN LOADS
A. ROOF LOADS
LIVE LOAD (L.L.) 20 PSF
DEAD LOAD (DESIGN D.L.) 10 PSF (7 PSF ALLOWANCE FOR FUTURE SOLAR PV) NET WIND UPLIFT 11 PSF (ASD) BASED ON C&C WIND LOADS
B. WIND LOAD
BASIC WIND SPEED (3-SECOND GUST) 96 MPH
OCCUPANCY CATEGORY II
EXPOSURE C
BUILDING ENCLOSURE CLASSIFICATION OPEN BUILDING
INTERNAL PRESSURE COEFFICIENT, GCPI +/- 0
C. EARTHQUAKE DESIGN DATA
RISK CATEGORY II
IMPORTANCE FACTOR 1.0
SITE CLASS D - DEFAULT PER ASCE 7 SECTION 11.4.3
SPECTRAL RESPONSE ACCELERATION SS 0.948
SPECTRAL RESPONSE ACCELERATION S1 0.348
SPECTRAL RESPONSE COEFFICIENTS SDS 0.758
SPECTRAL RESPONSE COEFFICIENTS SD1 0.464
SEISMIC DESIGN CATEGORY D
STEEL CANTILEVER SYSTEM:
BASIC SEISMIC-FORCE-RESISTING SYSTEM STEEL ORDINARY CANTILEVER COLUMN SYSTEM
ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE
SEISMIC RESPONSE MODIFICATION FACTOR R 1.25
SEISMIC RESPONSE COEFFICIENTS CS 0.606
DESIGN BASE SHEAR 16 K (STRENGTH)
2.0 DIMENSIONS
2.01 BEFORE STARTING WORK, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE SITE, AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER.
2.02 THE CONTRACTOR, BEFORE STARTING ANY WORK, SHALL CHECK ALL DIMENSIONS GIVEN ON THE STRUCTURAL DRAWINGS, RELATING TO GRID LINES, COLUMN AND WALL LOCATIONS, STRUCTURAL AND FINISHED FLOOR ELEVATIONS, MEMBER SIZES, ETC. IF
ANY DISCREPANCY IS NOTICED, IT SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER, AND WORK SHALL NOT COMMENCE UNTIL INSTRUCTIONS ARE RECEIVED FROM THE ENGINEER.
2.03 THE CONTRACTOR SHALL REFER TO THE ENGINEER FOR INSTRUCTIONS FOR ANY DIMENSION NOT GIVEN ON OR OBTAINABLE FROM THE DRAWINGS. THE CONTRACTOR SHALL NOT USE SCALE TO OBTAIN OR VERIFY ANY DIMENSION SHOWN ON THESE DRAWINGS.
3.0 DOCUMENTS AND LIMITATIONS
3.01 THIS STRUCTURAL DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, ARE INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC.
3.02 IT IS UNDERSTOOD THAT THE STRUCTURAL ENGINEER OF RECORD MAKES NO WARRANTY, EITHER EXPRESSED OR IMPLIED, AS TO
FINDINGS, DESIGNS, RECOMMENDATIONS, SPECIFICATIONS, OPINION, OR PROFESSIONAL ADVICE, EXCEPT THAT THESE
INSTRUMENTS OF SERVICE HAVE BEEN PREPARED IN ACCORDANCE WITH THE CURRENT GENERALLY ACCEPTED PROFESSIONAL ENGINEERING PRACTICES.
3.03 ALL NON-STRUCTURAL ELEMENTS INDICATED ON THE STRUCTURAL DRAWINGS HAVE BEEN SHOWN IN GENERAL RELATIONSHIP TO0 THE STRUCTURAL ELEMENTS. ACCORDINGLY, THEY SHALL NOT BE ASSUMED TO BE ACCURATE AND REFERENCE MUST BE MADE TO THE APPROPRIATE CONSULTANT(S) PLANS AND SPECIFICATIONS.
4.0 CONSTRUCTION SAFETY
4.01 IT IS UNDERSTOOD THAT THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK ON THE PROJECT. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF THE PERSONS AND PROTECT THEM AGAINST INJURY. LIKEWISE, THE CONTRACTOR SHALL PROTECT ALL PROPERTY AGAINST DAMAGE AND LOSS.
4.02 THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, REGULATIONS, AND ORDERS OF ANY PUBLIC BODY HAVING JURISDICTION FOR THE SAFETY OF PERSONS AND PROPERTY.
4.03 THE CONTRACTOR'S DUTIES AND RESPONSIBILITIES FOR THE SAFETY AND PROTECTION OF THE WORK SHALL CONTINUE UNTIL
SUCH TIME AS THE WORK IS SATISFACTORILY COMPLETED, AND THE ENGINEER HAS ISSUED A NOTICE TO THAT EFFECT TO THE OWNER AND THE CONTRACTOR.
4.04 ALL STRUCTURAL MEMBERS SHOWN HEREIN HAVE BEEN DESIGNED FOR THE FINAL DESIGN LOADS PROVIDED IN THIS DOCUMENT IN THE FINAL ERECTED CONDITION SHOWN HEREIN. THE CONTRACTOR IS RESPONSIBLE FOR CONDITIONS ENCOUNTERED DURING ERECTION AND HANDLING, AND NECESSARY TEMPORARY BRACING AND SHORING. SHORING AND BRACING SHALL BE DESIGNED TO PRECLUDE ANY STRUCTURAL ELEMENT FROM BEING OVERSTRESSED AT ANY POINT DURING CONSTRUCTION.
4.05 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING CONSTRUCTION MEANS AND METHODS THAT WILL NOT IMPACT ADJACENT INFRASTRUCTURE.
5.0 SHOP DRAWINGS
5.01 REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS LIMITED TO COMPLIANCE OF THE COMPLETED STRUCTURE WITH THE DESIGN CONCEPT AND INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
DIMENSIONS, QUANTITIES, PERFORMANCE, SAFETY, COORDINATION WITH OTHER WORK, AND ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS. REVIEW DOES NOT AUTHORIZE CHANGES TO CONTRACT.
5.02 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR THEIR REVIEW IN ACCORDANCE WITH A SCHEDULE OF SUBMITTALS ACCEPTABLE TO THE ENGINEER. THESE SHOP DRAWINGS SHALL HAVE BEEN CHECKED BY AND STAMPED WITH THE APPROVAL OF THE CONTRACTOR, AND IDENTIFIED AS THE ENGINEER MAY REQUIRE. THE DATA SHOWN ON THE SHOP DRAWINGS HALL
BE COMPLETE WITH RESPECT TO DIMENSIONS, DESIGN CRITERIA, AND DULY SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA.
6.0 FIELD MODIFICATION
6.01 WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER OF RECORD IS REQUIRED FOR ALL FIELD MODIFICATIONS TO THE
STRUCTURAL SYSTEM INCLUDING, BUT NOT LIMITED TO, BEAM AND COLUMN CONNECTIONS, CUTTING OR DRILLING THROUGH ANY STRUCTURAL ELEMENT, ETC.
7.0 SPECIAL INSPECTIONS
7.01 SPECIAL INSPECTIONS WILL BE PROVIDED IN COMPLIANCE WITH THE STATEMENT OF SPECIAL INSPECTIONS
7.02 OWNER WILL ENGAGE A SPECIAL INSPECTOR AND QUALIFIED TESTING AND INSPECTING AGENCY TO PERFORM FIELD TESTS, INSPECTIONS AND PREPARE TEST REPORTS.
7.03 THE GENERAL CONTRACTOR SHALL ASSIST AND COOPERATE WITH AN INDEPENDENT TESTING LABORATORY (TO BE RETAINED BY THE
OWNER) WHICH SHALL CONDUCT ALL THE SPECIFIED TESTS REQUIRED FOR THE PROJECT AND REPORT THE RESULTS OF THESE TESTS DIRECTLY AND PROMPTLY TO THE ENGINEER FOR HIS REVIEW.
7.04 CONTRACTOR SHALL NOTIFY SPECIAL INSPECTOR AND TESTING AGENCY 48 HOURS IN ADVANCE OF ITEMS REQUIRED FOR SPECIAL INSPECTION.
7.05 ALL SPECIAL INSPECTION MONTHLY REPORTS SHALL BE SIGNED AND SEALED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA WHO HAS RESPONSIBLE CHARGE OF THE SPECIAL INSPECTIONS PROGRAM.
7.06 A SPECIAL INSPECTIONS MEETING SHALL BE HELD ON SITE WITH ENGINEER OF RECORD, CONSTRUCTION COORDINATOR,
INDEPENDENT TESTING AGENCY, AND SPECIAL INSPECTOR TO CLARIFY ALL SPECIAL INSPECTION REQUIREMENTS PRIOR TO BEGINNING WORK.
8.0 FOUNDATIONS
8.01 FOUNDATIONS, SLABS ON GRADE & OTHER ITEMS RELATED TO THE SOILS ARE DESIGNED & SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE RECOMMENDATIONS OF NINYO & MOORE GEOTECHNICAL & ENVIRONMENTAL SCIENCES CONSULTANTS GEOTECHNICAL REPORT PROJECT NO. 109168002 DATED MARCH 26, 2021 AND ADDENDUM TO GEOTECHNICAL EVALUATION - SUPPLEMENTAL CANOPY RECOMMENDATIONS DATED JULY 6, 2021.
8.02 CIDH PILE WORK SHALL BE OBSERVED BY THE GEOTECHNICAL CONSULTANT DURING CONSTRUCTION TO EVALUATE WHETHER THE PILES HAVE BEEN EXTENDED TO THE DESIGN DEPTHS. DRILLED HOLES SHALL BE CLEANED OF LOOSE SOIL AND GRAVEL. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO TAKE APPROPRIATE MEASURES FOR MAINTAINING THE INTEGRITY OF THE DRILLED HOLES, SEE
THAT THE HOLES ARE CLEANED AND STRAIGHT, AND SEE THAT SLOUGHED LOOSE SOIL IS REMOVED FROM THE BOTTOM OF THE HOLE PRIOR TO THE PLACEMENT OF CONCRETE.
8.03 PLACEMENT OF CONCRETE FOR CIDH PILES SHALL BE PERFORMED BY TREMIE METHOD, OR SIMILAR, SUCH THAT THE AGGREGATE AND CEMENT DO NOT SEGREGATE DURING CONCRETE PLACEMENT.
8.04 DESIGN SOIL BEARING CAPACITIES ARE AS FOLLOWS:
CIDH PILES: DOWNWARD AXIAL FRICTIONAL RESISTANCE: 200 PSF UPWARD AXIAL FRICTIONAL RESISTANCE: 150 PSF
END BEARING RESISTANCE: NOT INCORPORATED IN DESIGN
LATERAL PASSIVE PRESSURE: 700 PSF, UP TO 7,000 PSF MAX.
9.0 CONCRETE MATERIAL PROPERTIES
9.01 CONCRETE STRENGTH: F'C PSI
A. FOUNDATION PIERS, 4000
B. SLAB ON GRADE SEE CIVIL DRAWINGS
11.0 REINFORCING
11.01 MATERIAL PROPERTIES: FY, KSI ASTM
A. ALL BARS UNLESS NOTED 60 A615
B. TIES & STIRRUP 60 A615
12.0 CAST IN PLACE CONCRETE
12.01 ALL CONCRETE SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH IBC CHAPTER 19 & ACI-318, LATEST CODE ADOPTED EDITION.
12.02 ALL REINFORCING SHALL BE DETAILED, FABRICATED & PLACED IN ACCORDANCE WITH CRSI "MANUAL OF STANDARD PRACTICE", LATEST EDITION.
12.03 ALL CAST IN PLACE CONCRETE AND POST INSTALLED ANCHORS SHALL BE DESIGNED IN ACCORDANCE WITH CHAPTER 17 OF ACI 318 AS MODIFIED BY THE APPLICABLE BUILDING CODE.
12.04 SLEEVES EMBEDDED IN SLABS AND WALLS SHALL BE LOCATED CLEAR BETWEEN REINFORCING BARS AND SHALL MAINTAIN CLEAR SPACING EQUAL TO THE DIAMETER OF THE LARGEST SLEEVE IN ANY DIRECTION. SLEEVE GROUPS THAT DO NOT COMPLY WITH THE ABOVE REQUIREMENTS SHALL BE CONSIDERED AS AN OPENING AND REINFORCED PER NOTE BELOW.
12.05 DETAILING OF REBAR SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE ACI DETAILING MANUAL, AND CONCRETE REINFORCING INSTITUTE'S LATEST EDITION OF "MANUAL OF STANDARD PRACTICE". ALL SHOP DRAWINGS PERTAINING TO REBAR DETAILS SHALL BE SUBMITTED TO THE ENGINEER FOR HIS REVIEW.CONCRETE MIX DESIGN FOR ALL CONCRETE WORK IS REQUIRED TO BE SUBMITTED TO THE ENGINEER FOR REVIEW.
12.06 CONCRETE SUPPLIER SHALL HAVE A QUALITY CONTROL PROCEDURE FOR THE PRODUCTION OF ALL CONCRETE, WHICH MUST BE ACCEPTABLE TO THE ENGINEER AND MEETS CURRENT ACI STANDARDS.
12.07 LAP SPLICES ARE ALL CLASS B TENSION LAP SPLICES, UNO.
12.08 PROVIDE A 3/4" CHAMFER ON ALL EXPOSED CORNERS OF CONCRETE.
12.09 THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:
A. CONCRETE CAST AGAINST & PERMANENTLY
EXPOSED TO EARTH 3"
B. CONCRETE EXPOSED TO EARTH OR WEATHER
2"
13.0 STRUCTURAL STEEL
13.01 STEEL MATERIAL PROPERTIES
FY, PSI ASTM
A. STRUCTURAL WIDE FLANGE SHAPES 50,000 A992
B. RECTANGULAR & SQUARE HSS 50,000 A500 GRADE C
C. HIGH STRENGTH BOLTS, UNO 92,000 (1" AND SMALLER) A325 D. WELDING ELECTRODES E70XX AWS D1.3 CHAPTER 5
E. HEADED SHEAR STUDS 51,000 AWS D1.1 TYPE B
F. OTHER STRUCT. SHAPES & PLATES 36,000 A36
13.02 STRUCTURAL STEEL DESIGN & CONSTRUCTION SHALL CONFORM TO IBC CHAPTER 22, SECTION 2201, AISC "LOAD & RESISTANCE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" & AISC "CODE OF STANDARD PRACTICE" LATEST CODE ADOPTED EDITION, UNO.
13.03 BOLTED CONNECTIONS SHALL BE BEARING-TYPE WITH THREADS INCLUDED IN THE SHEAR PLANE. UNO, INSTALL BOLTS IN PROPERLY ALIGNED HOLES AND TIGHTEN USING ONE OF THE FOLLOWING METHODS: SNUG-TIGHT CONDITION, TURN-OF-THE-NUT METHOD, A DIRECT TENSION INDICATOR, OR CALIBRATED WRENCH AS DEFINED BY THE LATEST EDITION OF AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS".
13.04 STRUCTURAL STEEL SHALL BE SHOP PRIMED AND FIELD FINAL PAINTED WITH AN EXTERIOR RATED PAINT. COLOR TO MATCH ROOF METAL DECK.
14.0 METAL DECKING
14.01 ALL STEEL DECKS SHALL BE DESIGNED & CONSTRUCTED IN ACCORDANCE WITH IBC CHAPTER 22, SECTION 2210.1.1 – COLD-FORMED STEEL AND THE STEEL DECK INSTITUTE SPECIFICATIONS AND RECOMMENDATIONS, LATEST CODE ADOPTED EDITION UNO.
14.02 ROOF METAL DECK SHALL BE 24 GAUGE REVERSED BOX RIB AS MANUFACTURED BY AEP SPAN. OTHER METAL DECK
MANUFACTURERS MAY BE APPROVED PROVIDING THAT THE DECK SPECIFICATIONS MEET OR EXCEED THE SPECIFICATIONS OF THE PRE-APPROVED DECK. METAL DECK SHALL BE PAINTED IN OLD TOWN GRAY COLOR BY AEP SPAN.
14.03 ROOF DECK SHALL BE PRIME PAINTED AND LAID OUT CONTINUOUS OVER THREE SPANS MINIMUM. YIELD STRESS SHALL BE 50,000 PSI MINIMUM. DECK SUPPLIER SHALL SUBMIT ICC REPORTS SHOWING ALLOWABLE DIAPHRAGM SHEAR VALUES. ERECT IN ACCORDANCE WITH THE REPORT TO MEET THE REQUIRED SHEAR SPECIFIED ON THE DRAWINGS. CONNECTION TO FRAMING MEMBERS SHALL NOT BE LESS THAN THAT SHOWN HEREIN.
14.04 ROOF DECK FASTENING SHALL BE PROVIDED AT MINIMUM OF 36/3 SPACING AND 24" SIDE SEAM SPACING USING #12 HWH SELF-TAPPING SCREWS. SCREWS SHALL BE INSTALLED WITH NEOPRENE WASHERS TO PROVIDE WATERPROOF CONNECTIONS. a. Where applicable, see Section 1705.12, Special inspections for seismic resistance. b. Specific requirements for special inspection shall be included in the research report for the anchor issued by an approved source in accordance with 17.8.2 in ACI 318, or other qualification procedures. Where specific requirements are not provided, special inspection requirements shall be specified by the registered design professional and shall be approved by the building official prior to the commencement of the work.
9/30/25
8 36
ISSUED FOR CONSTRUCTION
05/30/2024
W
W
W
W
1 7
25'-1012" 20'-0"
1 2 3 4 5
A
B
C
HSS 8X8X1/2 COLUMN, TYP.
HOSE VAULT, TYP.
FUEL PUMP, TYP.
24" Ø DRILLED PIER, TYP.
1'-0" MIN., TYP.
FUEL PUMP ISLAND
(SEE CIVIL)
W
W
W
W
1 7
3 8
10'-0" 25'-1012" 20'-0" 10'-0"
1 2 3 4 5
A
B
C
HSS 8X8X1/2 COLUMN, TYP.
12'-0" 12'-0"
W10X33 CANOPY BEAM, TYP.
W8X18 CANOPY PURLIN, TYP.
W8X18 CLOSURE
BEAM AT EACH END
ROOF DECK SPAN, SEE SHEET 5 FOR NOTES
ROOF
SLOPE 5%
TYP.
≈3'-0"
SURFACE MOUNTED LUMINAIRE.
TOTAL OF 6. SEE SHEET 7
NORTH
FOUNDATION PLAN
1/4" = 1'-0" 1
CANOPY FRAMING PLAN
1/4" = 1'-0" 2
6 9/30/25
9 36
11 10
10 8
10 ISSUED FOR CONSTRUCTION
05/30/2024
2 8
1 8
2 7
3 7
CANOPY SECTION1
FOUNDATION DETAIL2
FOUNDATION SECTION3
9/30/25
10 36
11 11
10 10
ISSUED FOR CONSTRUCTION
05/30/2024
COLUMN TO BEAM CONNECTION1BEAM TO PURLIN CONNECTION2CLOSURE BEAM TO PURLIN CONNECTION3 9/30/25
11 36
ISSUED FOR CONSTRUCTION
05/30/2024
ABBREVIATIONS
SUFFIXDESCRIPTION
4" SQUARE BY 2 1/8" DEEP BOX.4S
AMERICAN WITH DISABILITIES ACT.ADA
ABOVE FINISH FLOOR.AFF
ABOVE FINISH GRADE.AFG
AMERICAN WIRE GAUGE.AWG
AMP, AAMPERE.
AMPERES INTERRUPTING CAPACITY (SYMMETRICAL).A.I.C.
AMP FRAME, AMP TRIP.AF/AT
AMP SWITCH, AMP FUSE.AS/AF
AUTOMATIC TRANSFER SWITCH.ATS
AUXILIARY CONTACTS.AUX
BR BRANCH.
BLDG BUILDING.
CIRC., CKT. CIRCUIT.
CIRCUIT BREAKER.CB
COMBINATION SMOKE FIRE DAMPER.SFD
C CONDUIT.
CONDUIT ONLY, COMPLETE WITH PULLSTRING.C.O.
CONN CONNECTED.
CURRENT TRANSFORMER.CT
CONTROL POWER TRANSFORMER.CPT
DIA DIAMETER.
DISC DISCONNECT.
DISTRIBUTION.DIST
ELECTRICAL CONTRACTOR.E.C.
ENERGY MANAGEMENT CONTROL SYSTEM.EMS
ELECTRICAL METALLIC TUBING.EMT
ELECTRIC WATER COOLER.EWC
EXHAUST FAN.EF
FT or 'FEET.
FAFIRE ALARM.
FULL LOAD AMPS.FLA
GROUND. GND & G
GROUND FAULT CIRCUIT INTERRUPTER.GFCI
HEATING AIR CONDITIONING REFRIGERATION.HACR
HEATING, VENTILATING AND AIR CONDITIONING.HVAC
HEIGHT, WIDTH, DEPTH, LENGTH.H.,W.,D.,L.
HORSEPOWER.HP
IN. or '' INCHES.
ISOLATED GROUND.IG
JUNCTION BOX.JBOX
DEGREE KELVIN.K
KILOVOLT AMPERES.KVA
KW KILOWATT.
KILOWATT HOUR.KWH
L.F. LINEAR FEET.
LTG, LTS LIGHTING.
MAX. MAXIMUM.
MAXIMUM OVERCURRENT PROTECTION.MOCP
MAIN CIRCUIT BREAKER.MCB
MAIN LUGS ONLY.MLO
M METER.
M/M METER MAIN.
MIN. MINIMUM.
MINIMUM CIRCUIT AMPS.MCA
THOUSAND CIRCULAR MILS.MCM
MANUFACTURER.MFR.
MTD MOUNTED.
MOTOR CIRCUIT PROTECTOR.MCP
MW MICROWAVE.
NATIONAL ELECTRICAL CODE.NEC
NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION.NEMA
NF NON-FUSED.
NOT IN CONTRACT.NIC
NOT TO SCALE.N.T.S.
NL NIGHT LIGHT.
NO. or # NUMBER.
OWNER FURNISHED, CONTRACTOR INSTALLED.OFCI
PERCENT IMPEDANCE.%Z
PH. or Ø PHASE.
PC
P POLE.
POLY VINYL CHLORIDE.PVC
POWER DISTRIBUTION UNIT.PDU
OVER 600 VOLTS.PRIMARY
FURNISH, INSTALL AND CONNECT.PROVIDE
POTENTIAL TRANSFORMER.PT
PA PUBLIC ADDRESS.
RECEPTACLE. REC, RECEPT
REFRIGERATOR.REF
RIGID GALVANIZED STEEL.RGS
SHORT CIRCUIT CURRENT.SCC
SMOKE FIRE DAMPER.SFD
SQ. SQUARE.
TC TIMECLOCK.
TELEPHONE AND DATA.TEL/DATA
TV TELEVISION.
SURGE PROTECTION DEVICESPD
TYP TYPICAL.
UNDERGROUND PULL SECTION.U.G.P.S.
PHOTOCELL
POWER SYMBOL LIST
SYMBOL DESCRIPTION
FLUSH MOUNTED BRANCH CIRCUIT PANELBOARD.
SURFACE MOUNTED BRANCH CIRCUIT PANELBOARD.
DISTRIBUTION BOARD.
JCEILING MOUNTED JUNCTION BOX.
JJUNCTION BOX, FLUSH MOUNTED AT +18" AFF UNLESS NOTED OTHERWISE.
JJUNCTION BOX, SURFACE MOUNTED AT +18" AFF UNLESS NOTED OTHERWISE.
BRANCH CIRCUIT CONDUIT, CONCEALED IN WALL OR CEILING.
BRANCH CIRCUIT CONDUIT, CONCEALED IN FLOOR OR UNDERGROUND.
BRANCH CIRCUIT CONDUIT, RUN EXPOSED.
CONDUIT RUN TURNED UP.
CONDUIT RUN TURNED DOWN.
CONDUIT RUN STUBBED OUT.
BRANCH CIRCUIT HOMERUN WITH PANEL AND CIRCUIT DESIGNATED.A-1
WIRING / EQUIP CONNECT SYMB LIST
SYMBOL DESCRIPTION
GENERAL NOTES
1. INSTALLATION OF ELECTRICAL MATERIAL SHALL COMPLY WITH CALIFORNIA ELECTRICAL CODE (CEC) 2022 EDITION AND ALL LOCAL AMENDMENTS, AND ALL OTHER GOVERNING CODES AND ORDINANCES.
2. FIELD VERIFICATION: VERIFY ALL DEVICES AND CONDITIONS BEFORE PROCEEDING WITH THE WORK.
3. REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF MECHANICAL EQUIPMENT.
4. IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO OBTAIN A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS. HE/SHE SHALL CHECK THE DRAWINGS OF THE OTHER TRADES AND SHALL CAREFULLY READ THE SPECIFICATIONS AND DETERMINE HIS RESPONSIBILITIES. FAILURE TO DO
SO SHALL NOT RELEASE THE CONTRACTOR FROM DOING THE WORK IN COMPLETE ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS.
5. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES AT THE SITE. ANY COST TO ROUTE CONDUIT OTHER THAN AS SHOWN ON THE PLANS SHALL BE INCURRED BY THE CONTRACTOR.
6. WHEREVER A DISCREPANCY IN QUANTITY OR SIZE OF CONDUIT, WIRE, EQUIPMENT DEVICES, CIRCUIT BREAKERS, TRANSFORMERS, GROUND FAULT PROTECTION SYSTEM, ECT. (ALL MATERIALS ARISES ON
THE DRAWINGS AND/OR SPECIFICATIONS), THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
AND INSTALLING ALL MATERIAL AND SERVICE REQUIRED BY THE STRICTEST CONDITIONS NOTED ON
DRAWINGS AND/OR IN THE SPECIFICATIONS TO ENSURE COMPLETE AND OPERABLE SYSTEMS AS REQUIRED BY THE OWNER OR ENGINEER.
7. ALL CONDUIT SIZES ARE BASED ON COPPER CONDUCTORS WITH THHN-2/THWN -2 INSULATION UNLESS OTHERWISE NOTED. ALL CONDUCTORS SHALL BE COPPER. CONDUCTOR INSULATION SHALL BE THHN/TWHN UNLESS OTHERWISE NOTED. MINIMUM CONDUIT SIZE SHALL BE 3/4", UNLESS OTHERWISE NOTED.
8. INSTALL ALL EQUIPMENT, LIGHTING FIXTURE, DEVICES, CONDUIT AND CONDUIT SUPPORTS TO MEET SEISMIC DESIGN CATEGORY D.
9. CONDUIT RUNS SHOWN ARE DIAGRAMMATIC ONLY. INSTALL ALL CONDUITS TO SUIT FIELD CONDITIONS.
10. PROVIDE PROPERLY SIZED LUGS AT ALL CIRCUIT BREAKER PANELS, FOR THE CONDUCTORS SHOWN TO CONNECT THESE LUGS.
11. INSTALL ALL EXTERIOR MOUNTED ELECTRICAL EQUIPMENT IN WEATHERPROOF, NEMA-3R ENCLOSURES, UNLESS OTHERWISE NOTED.
12. SEPARATE INSULATED EQUIPMENT GROUNDING CONDUCTOR, SIZED PER CEC 250-122, SHALL BE
PROVIDED, INSTALLED IN THE SAME CONDUIT AS THE CIRCUIT CONDUCTORS FOR ALL FEEDERS AND BRANCH CIRCUITS.
13. CONNECTIONS TO ALL EQUIPMENT FURNISHED BY OTHERS SHALL BE COORDINATED. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR OBTAINING MANUFACTURER'S SHOP DRAWINGS PRIOR TO ROUGHING IN ALL CONDUIT TO THIS EQUIPMENT.
14. EXACT METHOD AND LOCATION OF CONDUIT PENETRATIONS AND/OR OPENINGS IN CONCRETE WALLS OR FLOORS SHALL BE AS DIRECTED BY THE STRUCTURAL ENGINEER OF RECORD.
15. NOT ALL SYMBOLS AND ABBREVIATIONS ON THIS SHEET ARE USED.
1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES INCLUDING:
2022 CALIFORNIA ELECTRICAL CODE, CALIFORNIA CODE OF REGULATIONS TITLE 24 - PART 3. 2020 NATIONAL ELECTRICAL CODE, CHAPTER 5 - ARTICLE 514
2021 NFPA 30 & 30A FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE
APPLICABLE CODES
ABBREVIATIONS
SUFFIXDESCRIPTION
UNDERGROUND PULL SECTION.U.G.P.S.
UNLESS OTHERWISE NOTED.U.O.N.
UNINTERRUPTABLE POWER SYSTEM.U.P.S.
VARIABLE AIR VOLUME.VAV
V VOLTS.
VOLT AMPERES.VA
VOLTAGE DROP.VD
WEATHERPROOF.WP
W WIRE.
TRANSFORMER.XFMR
INDICATES EXISTING TO REMAIN.(X)
INDICATES EXISTING TO BE REMOVED.(XR)
INDICATES EXISTING TO BE RELOCATED.(XL)
INDICATES NEW LOCATION OF RELOCATED EQUIPMENT.(XN)
FUEL LEAK DETECTION, MONITORING, AND MANAGEMENT SYSTEMS ARE TO BE FURNISHED AS COMPLETE, TURN KEY, INTEGRATED SYSTEMS BY QUALIFIED FUEL SYSTEMS VENDORS.
ALL FUEL SYSTEM CONTROLS, WIRING DIAGRAMS, INTERCONNECTION REQUIREMENTS, CABLES, MATERIAL AND INSTALLATION SHALL BE PROVIDED BY FUEL SYSTEM VENDORS.
ALL FUEL LEAK DETECTION, MONITORING AND MANAGEMENT MATERIALS AND INSTALLATION SHALL COMPLY WITH NATIONAL ELECTRICAL CODE SECTION 514 FOR CLASS 1, DIVISION 1 AND 2, GROUP D LOCATIONS. ALL CONDUITS SHOWN ON THESE DRAWINGS FOR FUEL LEAK DETECTION, MONITORING AND MANAGEMENT SYSTEMS HAVE BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF THE PROJECT DESIGN PHASE. CONTRACTOR SHALL VERIFY FINAL INTEGRATED FUEL LEAK DETECTION MONITORING AND MANAGEMENT SYSTEMS CONDUITS AND MODIFY NUMBER, SIZE, AND LOCATION TO COMPLY WITH THOSE REQUIREMENTS.
FUEL LEAK DETECTION, MONITORING, AND MANAGEMENT
NO: 7846
REEN GI NELANOISSEFORPDERESTGIER
ANROFILA
FO
E
ATS
C
T
I
ROBERT E. RANDALL
ELECTRICAL
B M L LA DA N AL R
Integrated Services - MEP Engineering | Technical Services | Building Sciences | Building Commissioning | Clean Energy Solutions | Energy Services |
SAN DIEGO - SAN FRANCISCO
3131 Camino del Rio N, Suite 800,
San Diego, CA 92108.
(619) 713-5700
Fax (619) 713-5701
401 B Street, Suite 600, San Diego, California 92101
Phone: 619.234.9411 | www.kimley-horn.com
30 LEGEND,ABBREVIATIONS AND GENERAL NOTES
9 9/30/25
12 36
ISSUED FOR CONSTRUCTION
05/30/2024
FG:(365.87)FG:(365.79)FG:(365.84)FG:(365.95)
FG:(365.94)FG:(365.89)FG:(365.95)
FG:(365.91)FG:(365.93)
FG:(365.86)FG:(365.86)FG:(365.83)
FG:(365.86)FG:(365.99)
FG:(366.00)FG:(365.94)FG:(365.85)FG:(365.84)FG:(365.80)FG:(365.57)FG:(365.10)365.96CENTEROF DOOR 365.99CENTEROF DOORVARIOUSSIZEDMANHOLES(TYPICAL)
HOSEVAULTFUELPUMPFUELPUMP
FUELPUMPHOSEVAULTPUMPCONTROLCABINETGPGPWATERPIPELINESWATERSPIGOT
WATERMETER
EWATERMETERGASMETER
SEWERMANHOLESEWERCLEANOUT
UNKNOWNHANDHOLEDIDIDIADEEETRAPAD
DI
STRIPDRAINSTRIPDRAINSTRIPDRAIN
STRIPDRAINC/LFENCE
CONC WALL
CONC WALL
CONC WALL
CONC WALL
CONC WALLCONC WALLCONC WALL
CONC CURB
CONCSWALE
CONC CURB& GUTTERCURBINLETCURBINLET
AC
AC
AC
CONC
CONC
CONCCONC
CONC
1004
UST TO BE REMOVED AND REPLACED (APPROX.)FIBERGLASS 12,000 GALLON(UNDERGROUND; UNLEADED) UST TO BE REMOVED AND REPLACED (APPROX.)FIBERGLASS 20,000 GALLON(UNDERGROUND; UNLEADED)UST TO BE REMOVED AND REPLACED (APPROX.)FIBERGLASS 20,000 GALLON(UNDERGROUND; DIESEL) APPROX. EXCAVATION LIMITS
PROPOSED FUEL ISLAND CANOPY.SEE SHEET 5 FOR DETAILS
(XR)1123(XN)(XR)(XR)(XR)(XR)3 3
210
4 KEYNOTES1EXISTING POLE MOUNTED AREA LIGHT INCLUDINGLUMINAIRES, POLES, COMPLETE POLE BASES, ANDASSOCIATED ELECTRICAL TO BE REMOVED, DISCONNECT,AND REMOVE BRANCH CIRCUIT WIRING. ALL CONDUCTORSSHALL BE REMOVED FROM DEVICE BACK TO PANEL BOARD.EXISTING ASSET MANAGEMENT CONSOLE TO BE REMOVEDAND ASSOCIATED ELECTRICAL TO BE REMOVED. SAFE OFF,DISCONNECT, AND REMOVE BRANCH CIRCUIT WIRING. ALLCONDUCTORS SHALL BE REMOVED FROM DEVICE BACK TOPANEL BOARD.EXISTING FUEL DISPENSERS, SUMP AND ASSOCIATEDELECTRICAL TO BE REMOVED. SAFE OFF, DISCONNECT,AND REMOVE BRANCH CIRCUIT WIRING. ALL CONDUCTORSSHALL BE REMOVED FROM DEVICE BACK TO PANEL BOARD.EXISTING FUEL TANK PUMP AND ASSOCIATED ELECTRICALTO BE REMOVED. SAFE OFF, DISCONNECT, AND REMOVEBRANCH CIRCUIT WIRING. ALL CONDUCTORS SHALL BEREMOVED FROM DEVICE BACK TO PANEL BOARD. 23 GENERAL NOTES1.THE EXISTING CONDITIONS AND LOCATIONS OF ABOVEGRADE STRUCTURES SUCH AS BUILDINGS, CONCRETEPAVEMENT AND SLABS, EQUIPMENT SUPPORT PADS,PARKING LOTS, AND ASPHALT PAVING, AS INDICATED ONTHESE DRAWINGS, HAVE BEEN COMPILED FROM CIVILSURVEY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITYTO ACCURATELY LOCATE ANY AND ALL ABOVE GRADESTRUCTURES THAT MAY INTERFERE WITH THEINSTALLATION OF THE DOCUMENTED SCOPE OF WORK.ANY DAMAGES TO EXISTING STRUCTURES, RESULTINGFROM THE DOCUMENTED SCOPE OF WORK, SHALLIMMEDIATELY BE REPORTED TO THE OWNER ANDREPAIRED TO MATCH EXISTING BY THE CONTRACTOR, ATNO ADDITIONAL COST TO THE OWNER.2.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELDVERIFY THE EXACT LOCATION AND DEPTH OF BELOWGRADE PIPING AND UTILITIES IN THE IMMEDIATE VICINITYOF CONSTRUCTION ACTIVITIES, WHETHER SHOWN ONTHESE DRAWINGS OR NOT. CONTRACTOR SHALL MARK ALLEXISTING PIPING AND UTILITIES AFFECTED BYCONSTRUCTION ACTIVITIES BY USING AN UNDERGROUNDPIPE LOCATOR TO LOCATE THE POSITION OF PIPES ANDCONDUITS. ANY DAMAGES TO EXISTING UNDERGROUNDPIPING AND UTILITIES, WHICH MIGHT HAVE RESULTED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE ANDPRESERVE ANY AND ALL UNDERGROUND PIPING ANDUTILITIES, SHALL IMMEDIATELY BE REPORTED TO THEOWNER AND REPAIRED TO MATCH EXISTING BY THECONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER.3.REFER TO CIVIL DRAWINGS FOR HORIZONTAL ANDVERTICAL PLACEMENT/CONTROL OF ALL EXISTING ANDNEW SITE UTILITIES.4.WHERE HANDHOLE OR MANHOLE OCCURS IN VEHICULARACCESS PATH OF FIRE TRUCK ACCESS ROUTE, THE LIDAND VAULT SHALL BE DESIGNED FOR H-20 (MINIMUM)TRUCK LOADING5.REUSE OF EXISTING UNDERGROUND CONDUITS WILL BEALLOWED WHERE THEY ENTER THE WASHROOM BUILDINGELECTRICAL ROOM AND THE MAINTENANCE BUILDING. 4 NO: 7846REENGINELANOISSEFORPDERESTGIERANROFILAFOEATSCTIROBERT E. RANDALLELECTRICAL BMLLADANALRIntegrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO3131 Camino del Rio N, Suite 800,San Diego, CA 92108.(619) 713-5700 Fax (619) 713-5701401 B Street, Suite 600, San Diego, California 92101Phone: 619.234.9411 | www.kimley-horn.com30 10SITE DEMO PLAN - ELECTRICAL EXISTING ELECTRICAL ROOM - CAR WASH BAYTS-LLDPUMPCONTROLBOXEXIST.FUELDISPENSERESORELAYTS-LLDPUMPCONTROLBOXEXIST.JUNTION BOXTS-LLDPUMPCONTROLBOXEXIST.SHUT-OFFRELAYEXIST.JUNTION BOX
REMOVE EXISTING FUEL PUMPCONTROLLER AND LEAK DETECTIONEQUIPMENT AND ASSOCIATED WIRING SCALE: 1”=10'-0"SITE DEMO PLAN - ELECTRICAL1NORTH010'20' NOT TO SCALEFUEL TANK PUMP CONTROLLER DETAIL - DEMO2
EXISTINGEXISTING
EXISTINGEXISTINGEXISTING
EXISTING
36 13
9/30/25
8 13
ISSUED FOR CONSTRUCTION
05/30/2024
FG:(365.94)FG:(365.89)FG:(365.95)FG:(365.83)
FG:(364.97)FG:(368.83)
FG:(365.86)FG:(365.99)
T2T3(UNLEADED)(DIESEL)
112EPA
S1S1S1S1 S1S1T1(UNLEADED)DLIPDLIPDLIP
TO TURBINECONTROLLERS
DISP#1&2DISP#3&4DISP#5&6
NEW FUELMANAGEMENT P.O.STLS 450 PLUSDIGITAL LEAK & INVENTORYPROBE (TYP.3)3 111
2 34
5 211 EXTENT OF HAZARDOUSLOCATION6
EXISTINGMAINTENANCE BUILDING
7778-EPAEPA-2,4EPA-6,8EPA-10,12
EPA-1,3EPA-11EPA-17EPA-9EPA-72#10,1#12 GND, 3/4"C.
CONTROL CONDUITSTO EVO FUEL MANAGMENTSYSTEM TO MAINTENANCEBUILDING, SEE DETAIL 3 ONSHEET 13 213KEYNOTES
GENERAL NOTES
TURBINE PUMP CIRCUIT TO PANEL "EPA" IS VIA PUMPCONTROLLER IN WASH AREA ELECTRICAL ROOM.ALL CONTROL CONDUITS SHALL BE MINIMUM 3/4" CONDUIT,UNLESS LARGER SIZE IS REQUIRED BY PUMP VENDOR.ALL AVAILABLE EXISTING UNDERGROUND CONDUITSENTERING WASH BUILDING MAY BE RE-USED. ALL NEWCONDUITS ENTERING WASH BUILDING AND FACILITIESMAINTENANCE BUILDING ORIGINATING FROM THEDESIGNATED HAZARDOUS AREA SHALL UTILIZE EXPLOSIONPROOF CONDUIT SEALING FITTINGS. REPLACE EXISTINGEXPLOSION PROOF CONDUIT SEAL FITTING WHEREREQUIRED. SEE DETAIL 4 ON SHEET 13.ALL CONDUITS TO NEW EVO FUEL MANAGEMENT SYSTEMSHALL BE ROUTED FROM BUILDING CONDUIT ENTRANCE TONEW EVO PANEL. ROUTE CONDUITS OVERHEAD SIMILARTO EXISTING CONTROL CONDUITS. SEE DETAIL 3 ON SHEET13 FOR CONTINUATION.RUN NEW LIGHTING CONDUIT UP FUEL CANOPY COLUMN.MOUNT LIGHT FIXTURE ON CANOPY PURLINS AS SHOWN ONELECTRICAL SITE PLAN. COMPLY WITH ALL APPLICABLESECTIONS OF NEC ARTICLE 514. SEE STRUCTURALDRAWINGS FOR CANOPY DETAIL.ALL ELECTRICAL WORK WITHIN THE DESIGNATEDHAZARDOUS AREA AND CONDUITS ORIGINATING FROM THEDESIGNATED HAZARDOUS AREA SHALL COMPLY WITH THENEC ARTICLE 514, CLASS 1, DIVISION 1 & 2, GROUP D. SEEDETAIL 4 ON SHEET 13.ALL NEW POWER CONDUCTORS FROM NEW DISPENSERSWILL BE ROUTED TO PANEL 'EPA' VIA EXISTING FUELDISPENSERS ESO RELAYROUTE LIGHTING CIRCUITS TO PANEL 'EPA' VIA EXISTINGTIME CLOCK ADJACENT TO PANEL 'EPA' 1 1.THE EXISTING CONDITIONS AND LOCATIONS OF ABOVEGRADE STRUCTURES SUCH AS BUILDINGS, CONCRETEPAVEMENT AND SLABS, EQUIPMENT SUPPORT PADS,PARKING LOTS, AND ASPHALT PAVING, AS INDICATED ONTHESE DRAWINGS, HAVE BEEN COMPILED FROM CIVILSURVEY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITYTO ACCURATELY LOCATE ANY AND ALL ABOVE GRADESTRUCTURES THAT MAY INTERFERE WITH THEINSTALLATION OF THE DOCUMENTED SCOPE OF WORK.ANY DAMAGES TO EXISTING STRUCTURES, RESULTINGFROM THE DOCUMENTED SCOPE OF WORK, SHALLIMMEDIATELY BE REPORTED TO THE OWNER ANDREPAIRED TO MATCH EXISTING BY THE CONTRACTOR, ATNO ADDITIONAL COST TO THE OWNER.2.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELDVERIFY THE EXACT LOCATION AND DEPTH OF BELOWGRADE PIPING AND UTILITIES IN THE IMMEDIATE VICINITYOF CONSTRUCTION ACTIVITIES, WHETHER SHOWN ONTHESE DRAWINGS OR NOT. CONTRACTOR SHALL MARK ALLEXISTING PIPING AND UTILITIES AFFECTED BYCONSTRUCTION ACTIVITIES BY USING AN UNDERGROUNDPIPE LOCATOR TO LOCATE THE POSITION OF PIPES ANDCONDUITS. ANY DAMAGES TO EXISTING UNDERGROUNDPIPING AND UTILITIES, WHICH MIGHT HAVE RESULTED BYTHE CONTRACTOR'S FAILURE TO EXACTLY LOCATE ANDPRESERVE ANY AND ALL UNDERGROUND PIPING ANDUTILITIES, SHALL IMMEDIATELY BE REPORTED TO THEOWNER AND REPAIRED TO MATCH EXISTING BY THECONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER.3.REFER TO CIVIL DRAWINGS FOR HORIZONTAL ANDVERTICAL PLACEMENT/CONTROL OF ALL EXISTING ANDNEW SITE UTILITIES.4.WHERE HANDHOLE OR MANHOLE OCCURS IN VEHICULARACCESS PATH OF FIRE TRUCK ACCESS ROUTE, THE LIDAND VAULT SHALL BE DESIGNED FOR H-20 (MINIMUM)TRUCK LOADING5.ALL NEW ELECTRICAL AND COMMUNICATIONUNDERGROUND CONDUITS TO BE SCHEDULE 40 PVC,UNLESS OTHERWISE NOTED. SEE DETAIL DETAIL 2 ONSHEET 13.2345678 NO: 7846REENGINELANOISSEFORPDERESTGIERANROFILAFOEATSCTIROBERT E. RANDALLELECTRICAL BMLLADANALRIntegrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO3131 Camino del Rio N, Suite 800,San Diego, CA 92108.(619) 713-5700 Fax (619) 713-5701401 B Street, Suite 600, San Diego, California 92101Phone: 619.234.9411 | www.kimley-horn.com30 SCALE: 1”=10'-0"SITE PLAN - ELECTRICAL1NORTH010'20' EXISTING ELECTRICAL ROOM - CAR WASH BAYEXIST.FUELDISPENSERESORELAYEXIST.JUNTION BOXEXIST.SHUT-OFFRELAYEXIST.JUNTION BOX
NEWTURBINEPUMPCONTROLLERNEWTURBINEPUMPCONTROLLERNEWTURBINEPUMPCONTROLLER NOT TO SCALEFUEL TANK PUMP CONTROLLER DETAIL - NEW2
11 NEW 3#10,1#12, 1/2"C.EXISTINGEXISTING
EXISTINGEXISTINGEXISTING
CONTROLLER, LEAK DETECTIONMONITORING AND MANAGEMENTSYSTEM TO BE PROVIDED BYSYSTEM VENDOR.
SITE PLAN - ELECTRICAL
REINSTALL FUEL
MANAGEMENT
CONSOLE P.O.S.
14 36
9/30/25
16 16
16 16
16 16
15 14
ISSUED FOR CONSTRUCTION
05/30/2024
SDGE#652156M TO POWER UTILITYSERVICE POINT OFCONNECTION.EXISTINGSDGEMETER200A3PEXISTINGENCLOSEDSWITCH EXISTINGDIST. PANELLBEXISTINGXFMR - TB,30kVA480-208Y/120VEXISTINGXFMR - ETA30kVA480-208Y/120VEXISTINGPANELPBEXISTINGPANELEPA TO EXISTING300kW480/277V, 3PH 4WGENERATOR300kWEXISTINGTS - 80A480V,3P
EXISTING
EXISTING
EXISTINGPANELEPA
NEWTURBINEPHASECONTROLLER#1
P.B. EMSHUTOFF
NEWTURBINEPHASECONTROLLER#2NEWTURBINEPHASECONTROLLER#3
NEWTURBINEPUMP #1NEWDLIPNEWTURBINEPUMP #2NEWTURBINEPUMP #3 EXISTING ELECTRICAL ROOM - CAR WASH BAYEXISTING MAINTENANCE BUILDINGNEWFUELMANAGEMENTSYSTEMTLS 450PLUS NEWASSETMANAGEMENTP.O.S.TLS 450 PLUSUNDERGROUNDSTORAGE TANKSNEWDISPENSER#1&2NEWDISPENSER#3&4NEWDISPENSER#5&6GAS DISPENSERISLAND
EXISTINGDISPENSERRELAY ESO
CONTROLSCABLING
CONTROLSCABLING
TO EVOFUEL MANAGEMENTSYSTEMCONTROLSCABLINGCONTROLSCABLINGCONTROLSCABLING EXIST.ISOLATIONXFMRJEXISTINGESORESETBUTTONEXIST.EXIST.
PROJECT AREA
PANELBOARDSCHEDULENOTE:NEUTRAL:BUS AMPS:VOLTS:AIC:MAIN BKR:LUGS:FED FROM:MOUNTING:ROOM:CKT#BKRCKTkVALOADCIRCUIT DESCRIPTIONCKT#BKRCKTkVALOADCIRCUIT DESCRIPTIONSTANDARDMLO22,000225480Y/277V 3P 4WSURFACELBUTILITY100%a 60/3020/30 12b4 3 | |c | |56a 125/3030/30 78b10 9 | |c | |1112a 20/1020/10 1314b16 1520/120/100c0 020/120/11718a 50/38.8450/30 1920b22 21 | |c | |2324 FEEDER/SERVICE LOAD CALCULATIONTOTAL kVA(100%)OTHER MTRSLARGEST MTRCONTINUOUSNONCOIN/DIVERSEKITCHEN EQUIP(125%)NONCONTINUOUS(100%)CALC. kVACONN. kVACONN. kVACALC. kVA(50%>10)(125%)RECEPTACLESLIGHTINGBALANCED 3-PHASE AMPERES(125%)METERED DMND9.048.8410.9(N/A)(N/A)0.360.36(N/A)000000 07.1407.140.80.5410.5400 RECLAIMED WATERWASHER CONTROLSWITCHED LTGT.C. LIGHTINGSPAREXFMR -EPAAIR COMP.WASHERSPARESPARESPAREXFMR - PB
EXISTINGEXISTING
EXISTING
EXISTING BREAKER TO REMAIN1
11111111
1111 PANELBOARDSCHEDULENOTE:NEUTRAL:BUS AMPS:VOLTS:AIC:MAIN BKR:LUGS:FED FROM:MOUNTING:ROOM:CKT#BKRCKTkVALOADCIRCUIT DESCRIPTIONCKT#BKRCKTkVALOADCIRCUIT DESCRIPTIONSTANDARD10022,000100208Y/120V 3P 4WFLUSHEPA-EPA100%a 20/20.820/21.37 12b4 3 | |c1.370.1820/220/156a 20/11.01 | 78b10 920/120/21.011.37c 1.01 | 20/11112a 20/10.18-/10 1314b16 1520/1-/1 0.180c0 0.36-/1 20/11718a -/10-/10 1920b22 21-/1-/1 00c0 0-/1 -/12324 FEEDER/SERVICE LOAD CALCULATIONTOTAL kVA(100%)OTHER MTRSLARGEST MTRCONTINUOUSNONCOIN/DIVERSEKITCHEN EQUIP(125%)NONCONTINUOUS(100%)CALC. kVACONN. kVACONN. kVACALC. kVA(50%>10)(125%)RECEPTACLESLIGHTINGBALANCED 3-PHASE AMPERES(125%)METERED DMND9.048.8425.1(N/A)(N/A)0.360.36(N/A)000000 07.1407.140.80.5410.5400 SITE LIGHTINGASSET MANAGMENT CONSOLEFUEL DISPENSER (PUMPS 1&2)DISPENSERFUEL DISPENSER (PUMPS 3&4)DISPENSERFUEL DISPENSER (PUMPS 5&6)DISPENSERPUSH BUTTONASSET MANAGEMENT ANTENNAOUTLET RECEPTACLESPACESPACESPACE GAS PUMP T-1GAS PUMP T-2GAS PUMP T-3SPACESPACESPACESPACESPACESPACE1 EXISTING BREAKER TO REMAIN1
MAX/MINMINPHOTOMETRIC CALCULATIONS AVERAGEDESCRIPTIONMAXAVG/MINUNDERCANOPY 13.7 FC16.8 FC9.3 FC1.8:115.1:1IES RECOMMENDED FOOTCANDLE (FC) = AVERAGE 10-15 FCCalculations Utilize a LLF of 0.85 NE
LUMINAIRE SCHEDULECALLOUTSYMBOLLAMPDESCRIPTIONVOLTSINPUT VABALLAST/DRIVERNOTES S1LED/4000K/14,098LMGARDCO SIGNIFY SLENDORFORMMODEL:SFC--MR-5W-48L-900-NW-G2-208-MGYOR APPROVED EQUAL208133ELECTRONICPROVIDE MOTION SENSOR TO POWER UTILITYSERVICE POINT OFCONNECTION.480/277V, 3PH 4W VOLTAGE DROP SCHEDULEDEVICEFEEDERVOLTAGEDROPCONDUCTORSIZEESTIMATEDLENGTHBRANCH CIRCUITMAX VOLTAGEDROPCONDUCTORSIZEESTIMATEDLENGTHTOTALVOLTAGEDROP EPA0.03%#15'-3"2.57% (CKT 11)#10184'2.6%EPA-1,3: 0.48%#10134'EPA-5: 0.42%#10169'EPA-7: 1.92%#10140'EPA-9: 2.24%#10162'EPA-11: 2.57%#10184'EPA-17: 0.84%#10169'EPA-2,4: 0.48%#1082'EPA-6,8: 0.69%#1272'EPA-10,12: 0.47%#1080'
EXISTING GUTTER/SEXISTINGESORESET
NEWDLIPNEWDLIP
LB
EPA
NEW STORAGE TANK TURBINECONTROLLERS (TYP. 3)
EXISTING PANEL "LB"EXISTINGTRANSFERSWITCHEXISTING PANEL "PB"EXISTING PANEL "EPA"
EXISTINGENCLOSED SWITCHEXISTING SDG&ESERVICE METEREXISTING CONTACTORRELAY BOX EXISTING P.B.EMERGENCY SHUT OFFSWITCHEXISTING P.B.EMERGENCY SHUT OFFRESET SWITCH NOT TO SCALEPARTIAL SINGLE LINE DIAGRAM2BMLLADANALRIntegrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO3131 Camino del Rio N, Suite 800,San Diego, CA 92108.(619) 713-5700 Fax (619) 713-5701401 B Street, Suite 600, San Diego, California 92101Phone: 619.234.9411 | www.kimley-horn.com30 SCALE: 1/2”=1'-0”EXISTING ELECTRICAL ROOM - WASH AREA1
12SCHEDULES, DIAGRAM & PARTIAL FLOOR PLAN
NOT TO SCALEUNDERGROUND STORAGE TANK AND FUEL MANAGMENT INTERCONNECT DIAGRAM3 NO: 7846REENGINELANOISSEFORPDERESTGIERANROFILAFOEATSCTIROBERT E. RANDALLELECTRICAL
REINSTALL
ASSET
MANAGEMENT
P.O.S.
CONSOLE
15 36
9/30/25
ISSUED FOR CONSTRUCTION
05/30/2024
NO: 7846REENGINELANOISSEFORPDERESTGIERANROFILAFOEATSCTIROBERT E. RANDALLELECTRICAL BMLLADANALRIntegrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO3131 Camino del Rio N, Suite 800,San Diego, CA 92108.(619) 713-5700 Fax (619) 713-5701401 B Street, Suite 600, San Diego, California 92101Phone: 619.234.9411 | www.kimley-horn.com30 24" MIN COVEREXISTING BUILDING WALLEXISTING CONCRETE SLABEXPLOSION PROOF CONDUITSEALING FITTING, THEDESIGNATED HAZARDOUSAREA SHALL COMPLY WITHTHE NEC ARTICLE 514, CLASS1, DIVISION 1, GROUP D.PVC COATED GRCGRC
CONCRETE ENCASEDNONMETALLIC RIDGEDCONDUIT
ELECTRICAL DETAILS13
2-1/2"
3"3"4"3"3"3"3"
3"3"12"BACKFILL TO MATCH EXISTINGGRADEASPHALT OR CONCRETE PAVINGPAVING BASESELECTED BACKFILL FREE OFLARGE DEBRIS ANDCOMPACTED TO 90% RELATIVEDENSITYCONCRETE SLURRY MIX (1SACK) MEETING SDG&ESTANDARDSDATA/COMM.POWERCONCRETEENCASEMENT CONTINUOUSWARNING TAPEX" MIN.24"MIN.
SELECT SCALEMOTOR FUEL DISPENSING FACILITIES - ARTICLE 5144 SELECT SCALEPARTIAL ELEVATION IN EXISTING MAINTENANCE BUILDING 3 NOT TO SCALESHARED TRENCH DETAIL (TYPICAL)2SEE CONTINUATION ON SHEET 118-3/4"C.CONTROLCONDUITS 8-3/4"C. CONTROLCONDUITS MOUNTEDON BLOCK WALL. NEW FUELMANAGEMENTSYSTEMTLS 450 PLUS NOT TO SCALEUNDERGROUND HAZARDOUS CONDUIT CONNECTION(TYPICAL FOR ALL HAZARDOUS AREA CONNECTION TYPES)1 FUEL
MANAGEMENT
SYSTEM
16 36
9/30/25
ISSUED FOR CONSTRUCTION
05/30/2024
NO: 7846REENGINELANOISSEFORPDERESTGIERANROFILAFOEATSCTIROBERT E. RANDALLELECTRICAL BMLLADANALRIntegrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO3131 Camino del Rio N, Suite 800,San Diego, CA 92108.(619) 713-5700 Fax (619) 713-5701401 B Street, Suite 600, San Diego, California 92101Phone: 619.234.9411 | www.kimley-horn.com30 14TITLE 24 DOCUMENTATION 17 36
9/30/25
ISSUED FOR CONSTRUCTION
05/30/2024
NO: 7846REENGINELANOISSEFORPDERESTGIERANROFILAFOEATSCTIROBERT E. RANDALLELECTRICAL BMLLADANALRIntegrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO3131 Camino del Rio N, Suite 800,San Diego, CA 92108.(619) 713-5700 Fax (619) 713-5701401 B Street, Suite 600, San Diego, California 92101Phone: 619.234.9411 | www.kimley-horn.com30TITLE 24 DOCUMENTATION15 9/30/25
18 36
9/30/25
ISSUED FOR CONSTRUCTION
05/30/2024
NO: 7846REENGINELANOISSEFORPDERESTGIERANROFILAFOEATSCTIROBERT E. RANDALLELECTRICAL BMLLADANALRIntegrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO3131 Camino del Rio N, Suite 800,San Diego, CA 92108.(619) 713-5700 Fax (619) 713-5701401 B Street, Suite 600, San Diego, California 92101Phone: 619.234.9411 | www.kimley-horn.com30 16SPECIFICATION SHEET 19 36
9/30/25
ISSUED FOR CONSTRUCTION
05/30/2024
NO: 7846REENGINELANOISSEFORPDERESTGIERANROFILAFOEATSCTIROBERT E. RANDALLELECTRICAL BMLLADANALRIntegrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO3131 Camino del Rio N, Suite 800,San Diego, CA 92108.(619) 713-5700 Fax (619) 713-5701401 B Street, Suite 600, San Diego, California 92101Phone: 619.234.9411 | www.kimley-horn.com30 17SPECIFICATION SHEET 20 36
9/30/25
ISSUED FOR CONSTRUCTION
05/30/2024
ABBREVPLUMBING SYMBOL LIST
BELOWBELOW GRADEBOTTOM OF PIPEBELBOPB/GCONCRETECLEARDOWNCONNECTIONCONTRACTORCONTINUATIONEXISTINGEACHDRAWINGSCLRCONTCONNCONCDNCONT'REAEXISTDWGS (E)POCFOSFOVPOINT OF CONNECTION DENOTES EXISTINGDESCRIPTIONFOVSYMBOLREMOVE EXISTING EQUIP./PIPING FUEL OIL SUPPLY PIPE BELOW GRADEFUEL OIL VENT INVERTMANHOLEINVMHMINIMUMMOUNTEDNUMBERNOT IN CONTRACTNOT TO SCALEQUANTITYSHEETOPERATINGNICMTDMINNTSNO.SHTQTYOPERMANUFACTURERMFR
TYPICALSPECIFICATIONSTRUCTURALWEIGHTVOLTS/PHASE/HERTZVENT THRU ROOFSTRUCTSPECUNOTYP V/PH/HZWGTVTRUNLESS NOTED OTHERWISE FOS
PLUMBING SITE PLANPLUMBING LEGEND, SHEET LIST AND SPECIFICATIONS18SHEET NUMBERPLUMBING SHEET INDEXSHEET NAME19 1.SUPPORT PIPING IN ACCORDANCE WITH THE CMC 2019 EDITION AND THE CPC 2019 EDITION.2.FOR CLARITY, NOT ALL PIPING AT FIXTURE IS SHOWN. PROVIDE PER SCHEDULES ANDDETAILS.3.BELOW GRADE PIPING AT FOOTINGS AND GRADE BEAMS SHALL BE IN ACCORDANCE WITH THEFOLLOWING CRITERIA:A. PENETRATION OF GRADE BEAMS IS PROHIBITED. ROUTE PIPING BELOW GRADE BEAMS.B. ARRANGE HORIZONTAL PIPING TO AVOID SPREAD FOOTINGS.C. WHERE VERTICAL RISERS ARE UNAVOIDABLE WITHIN SPREAD/CONTINUOUS FOOTINGS, CONTINUE PIPE THRU AND EXTEND PIPING OUT BELOW BOTTOM OF FOOTING. EXTEND PIPING TO BEYOND EDGE OF FOOTING IN MINIMUM DISTANCE.D. PENETRATION OF CONTINUOUS FOOTINGS WITH HORIZONTAL PIPING IS PROHIBITED. ROUTE PIPING BELOW CONTINUOUS FOOTINGS.4.PIPING AND EQUIPMENT ARE DIAGRAMMATICALLY LOCATED ON FLOOR PLANS. FORDIMENSIONED PLANS AND EQUIPMENT LOCATIONS, SEE "KIMLEY HORN" DRAWINGS.5.BEFORE START OF WORK, CONTRACTOR TO VERIFY THE SIZE, TYPE AND LOCATION OF ALLEXISTING UTILITIES, AND ALL POINTS OF CONNECTION LOCATIONS, DISCREPANCIES SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER.6.VENT PIPE OUTLETS FOR TANKS STORING CLASS I, II OR IIIA LIQUIDS SHALL BE LOCATED SUCHTHAT THE VAPORS ARE RELEASED AT A SAFE POINT OUTSIDE OF BUILDINGS AND NOT LESSTHAN 12 FEET (3658 MM) ABOVE THE FINISHED GROUND LEVEL. VAPORS SHALL BEDISCHARGED UPWARD OR HORIZONTALLY AWAY FROM ADJACENT WALLS TO ASSIST INVAPOR DISPERSION. VENT OUTLETS SHALL BE LOCATED SUCH THAT FLAMMABLE VAPORSWILL NOT BE TRAPPED BY EAVES OR OTHER OBSTRUCTIONS AND SHALL BE AT LEAST 5 FEETFROM BUILDING OPENINGS OR LOT LINES OF PROPERTIES THAT CAN BE BUILT UPON.
GENERAL NOTES
NOTES:1.PIPE TO BE ENCASED IN A MINIMUM OF 6INCHES OF SAND.2.TOP OF PIPE SHALL BE MINIMUM OF 30 INCHESBELOW GRADE.3.TRACER WIRE MUST BE ELECTRICALLYCONTINUOUS AND MUST EXTEND 12" ABOVEGRADE ADJACENT TO EVERY RISER / VALVEBOXTRENCHWIDTHPIPEINSULATED #10 COPPER TRACERWIRE TAPED TO ALL NON METALLICUTILITY PIPENATIVE BACKFILL 90% COMPACTIONWARNING TAPE 8"-12" BELOWFINISHED GRADE80% CBR BASE COARSE COMPACTEDTO 95% DENSITY. 8" THICK FORVEHICLE TRAFFIC, 4" THICK FORWALKWAYS SAND
EXISTING AC PAVEMENTEXISTING CONCRETE PAVEMENTNEW A.C. PAVEMENT SAMETHICKNESS AS EXISTINGASPHALT EMULSION AND SANDSEAL COAT (TRAFFIC LANES ONLY)TACK COAT30"MINIMUM6"O.D. OFPIPE6" 12"MATCH EXISTING CONCRETEPAVEMENT
NOT TO SCALEPIPE TRENCH DETAIL1BMLLADANALRIntegrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO3131 Camino del Rio N, Suite 800,San Diego, CA 92108.(619) 713-5700 Fax (619) 713-5701401 B Street, Suite 600, San Diego, California 92101Phone: 619.234.9411 | www.kimley-horn.com30 NO: 31531REENGINELANOISSEFORPDERESTGIERANROFILAFOEATSCTIANHCEMICLAAARON PARKINGTON18LEGEND & SHEDULE 21 36
9/30/25
21 22
ISSUED FOR CONSTRUCTION
05/30/2024
FG:(365.87)FG:(365.79)FG:(365.84)FG:(365.95)
FG:(365.94)FG:(365.89)FG:(365.95)
FG:(365.91)FG:(365.93)
FG:(365.86)FG:(365.86)FG:(365.83)
FG:(365.86)FG:(365.99)
FG:(366.00)FG:(365.94)FG:(365.85)FG:(365.84)FG:(365.80)FG:(365.57)FG:(365.10)365.96CENTEROF DOOR 365.99CENTEROF DOORVARIOUSSIZEDMANHOLES(TYPICAL)
HOSEVAULTFUELPUMPFUELPUMP
FUELPUMPHOSEVAULTPUMPCONTROLCABINETGPGPWATERPIPELINESWATERSPIGOT
WATERMETER
EWATERMETERGASMETER
SEWERMANHOLESEWERCLEANOUT
UNKNOWNHANDHOLEDIDIDIADEEETRAPAD
DI
STRIPDRAINSTRIPDRAINSTRIPDRAIN
STRIPDRAINC/LFENCE
CONC WALL
CONC WALL
CONC WALL
CONC WALL
CONC WALLCONC WALLCONC WALL
CONC CURB
CONCSWALE
CONC CURB& GUTTERCURBINLETCURBINLET
AC
AC
AC
CONC
CONC
CONCCONC
CONC
1004
T3T2T1 D1D2 D3 (UNLEADED)(UNLEADED)(DIESEL)(UNLEADED)(UNLEADED)(DIESEL) 2"FOS(DIESEL)
2"FOV
2 1 1
65 56
2"FOS(GAS)
2"FOV 4 7
8 75 6 739
2"FOV2"FOV2"FOV2"FOV
2"FOS(GAS)2"FOS(GAS)
2"FOS(GAS)
12"FOS(DIESEL)
2"VAPOR
3"VAPOR
2"VAPOR2"VAPOR118(TYP)
KEYNOTES
GENERAL NOTES
FUEL OIL SUPPLY BELOW FINISHED GRADE.FUEL OIL VENT BELOW FINISHED GRADE.FUEL OIL VENT PIPE POINT OF CONNECTION TO BELOWGRADE TRANSITION SUMP (TYP.).REMOVE EXISTING FUEL MANAGEMENT CONSOLE ANDINSTALL VEEDER-ROOT TLS 450 PLUS POS CONSOLEBELOW GRADE TURBINE PUMP IN UST SUMP HOUSING.PRODUCT FILL PORT AND MULTI-PORT SPILL CONTAINMENT.CONNECT FUEL OIL PIPING TO THE UNDER-DISPENSERCONTAINMENT (UDC) AT BOTTOM OF EACH DISPENSER.FINAL CONNECTION BETWEEN DISPENSERS AND UDC SUMPBY G.C.REMOVE EXISTING FUEL OIL VENT PIPE BELOW GRADE,INSIDE BUILDING AND UP THROUGH ROOF OF EXISTINGWASH BUILDING, TERMINATE AT MIN 12"-0" ABOVE FINISHEDGRADE AND 5'-0" AWAY FROM BUILDING OPENINGS ANDADJACENT LOT LINES. PATCH WALL AND ROOF TO MATCHEXISTING.PROVIDE TRANSITION BOX BELOW GRADE FOR DOUBLEWALL FUEL OIL VENT PIPE TRANSITION TO SINGLE WALLPIPE ABOVE GRADE. ROUTE PIPE UP ON EXTERIOR WALLOF BUILDING AND TERMINATE ABOVE PARAPET WALL.
1.FIELD VERIFY ALL EXISTING CONDITIONS -ARCHTECTURAL, STRUCTURAL, ELECTRICAL,MECHANICAL, PLUMBING, ETC. PRIOR TO START OFWORK.IF THERE ARE ANY DISCREPANCIES NOTIFYGENERAL CONTRACTOR IMMEDIATELY.2.G.C. TO COORDINATE ALL CONNECTION POINTS TO ANDFROM ALL UST SYSTEM COMPONENTS.123456789 BMLLADANALRIntegrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO3131 Camino del Rio N, Suite 800,San Diego, CA 92108.(619) 713-5700 Fax (619) 713-5701401 B Street, Suite 600, San Diego, California 92101Phone: 619.234.9411 | www.kimley-horn.com30 SCALE: 1”=10'-0"SITE PLAN - PLUMBING1NORTH010'20'
19SITE PLAN - PLUMBINGNO: 31531REENGINELANOISSEFORPDERESTGIERANROFILAFOEATSCTIANHCEMICLAAARON PARKINGTON
EXISTING FUEL FOCUS ASSET MANAGEMENT CONSOLE TO
BE STORED DURING CONSTRUCTION AND RECONNECTED.
36 22
9/30/25
ISSUED FOR CONSTRUCTION
05/30/2024
32 348
56 107
10 5648
567 7321
9 9
2.4'
4.5'1.9'3.0'4.0'
FUEL PUMP DETAILN.T.S
NORTH0GRAPHIC SCALE IN FEET
5 2.5510
12345678910
REMOVE EXISTING FUEL FOCUS ASSET MANAGEMENT CONSOLE. STORE FORFUTURE RECONNECTION BY CITY FORCES.REMOVE EXISTING LIGHT POLEREMOVE EXISTING HOSE VAULTREMOVE EXISTING PCC CURB ISLANDREMOVE EXISTING FUEL DISPENSERINSTALL GASBOY ATLAS FUEL DISPENSER: MODEL 9852KTW-1(ISLAND-ORIENTED), AND RECONNECT ALL PIPING; SEE DETAIL THIS SHEETCONSTRUCT FUEL CANOPY COLUMNS; SEE SHEET 6CONSTRUCT 6" PCC CURB ISLANDPATCH OR REPLACE CONCRETE SURFACE WITHIN LIMITS OF WORK; CONCRETESHALL BE 8" THICK 560-C-3500 REINFORCED WITH NO. 4 BARS, 18" O.C., OVER 4"AGGREGATE BASE.CONSTRUCT FUEL CANOPY; SEE SHEET 6
CONSTRUCTION NOTES
LEGENDEXISTING FINISHED GRADE SPOT ELEVATIONEXISTING 0.5' CONTOUR*EXISTING 2.5' CONTOUR CONCRETECHAIN LINKELECTRICAL EQUIPMENT*NOTE: CONTOUR INTERVAL IS 1'C/LE LIGHT STANDARDBACKFLOW PREVENTER RISERCONCAREA DRAINDRAIN INLETASPHALTADDIACGPWATER VALVEGUARD POSTSTORM DRAIN MANHOLE(UNLESS OTHERWISE NOTED)SET CONTROL POINTFIRE DEPARTMENT CONNECTIONFG:(365.73)1003
1.INSTALL GASBOY ATLAS MODEL 9852KTW1 STD-FLOW TWIN1 PUMP2.REFERENCE MANUFACTURER FOR DETAILSNOTES:
3 APPROX. EXCAVATION LIMITS
FUEL ISLAND CANOPY
36 23
9/30/25
NEW ELECTRICAL CONDUIT
TO RUN ON OUTSIDE OF
DISPENSER UDC'S
GAS &/OR DIESEL PRODUCT LINES
VAPOR RETURN LINE
VAPOR RETURN LINE SIZE INCREASE
SECONDARY CLAMSHELL DETAIL
VAPOR RETURN LINE SIZE INCREASE
PRIMARY FITTINGS DETAIL
ALL UDC ENTRY FITTING
TO HAVE TEST PORT
LOCATED AT 12 O'CLOCK
WITH A PLUGGED BALL VALVE
CONNECTED TO IT FOR TESTING
5 6
1 3
9 71110
DOUBLE WALL UDC SUMP DETAILS (TOP VIEW)
DOUBLE WALL SUMP DETAILS (SIDE VIEW)
1/8" MIN. SLOPE
TO UST's
4" OVER 2"
VAPOR RETURN LINE
3" OVER 2"
VAPOR RETURN LINE
3" OVER 2"
VAPOR RETURN LINE
4" OVER 3"
VAPOR RETURN LINE
TO U
DC
29 26
29 23
11 12
10 11
10 12
10 11
1/8" MIN. SLOPE
TO UST's
2" PRIMARY
VAPOR RETURN LINE
2" PRIMARY
VAPOR RETURN LINE
2" PRIMARY
VAPOR RETURN LINE
3" PRIMARY
VAPOR RETURN LINE
TO U
DC
18 8
1 15
1 81
10 10
10 11
011030-310-4
012020-410-4
011030-410-4
012020-101-8
012030-101-8
012030-360-3
012040-360-3
012030-310-3
012040-310-3
012030-410-3
012040-410-3
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
3" 45 DEGREE FIBERGLASS PRIMARY ELBOW
2" FIBERGLASS PRIMARY TEE
3" FIBERGLASS PRIMARY TEE
2" FIBERGLASS SLEEVE PRIMARY COUPLING
3" FIBERGLASS SLEEVE PRIMARY COUPLING
3" 90 DEGREE SECONDARY FIBERGLASS ELBOW (2 PIECES)
4" 90 DEGREE SECONDARY FIBERGLASS ELBOW ( 2 PIECES)
3" 45 DEGREE SECONDARY FIBERGLASS ELBOW ( 2 PIECES)
4" 45 DEGREE SECONDARY FIBERGLASS ELBOW ( 2 PIECES)
3" SECONDARY FIBERGLASS TEE (2 PIECE)
4" SECONDARY FIBERGLASS TEE (2 PIECE)
DISPENSER CONTAINMENT BOX (UDC)
SHEAR VALVE STABILIZER BARS
1 1/2" X 24" FLEX CONNECTOR
2" X 1 -1/2" NPT FIBERGLASS REDUCER BUSHING
GAS & DIESEL PRODUCT SHEAR VALVE
VAPOR SHEAR VALVE
3" X 2" SUMP ENTRY FITTING
3" X 2" FIBERGLASS REDUCER BUSHING
SUMP SENSOR (NON DISCRIMINATING)
2" FIBERGLASS PIPE
3" FIBERGLASS PIPE
4" FIBERGLASS PIPE
2" 90 DEGREE FIBERGLASS PRIMARY ELBOW
3" 90 DEGREE FIBERGLASS PRIMARY ELBOW
2" 45 DEGREE FIBERGLASS PRIMARY ELBOW
BRAVO
BRAVO
FLEXING
SMITH FIBERCAST
OPW
OPW
SMITH FIBERCAST
SMITH FIBERCAST
VEEDER-ROOT
SMITH FIBERCAST
SMITH FIBERCAST
SMITH FIBERCAST
SMITH FIBERCAST
SMITH FIBERCAST
SMITHFIBERCAST
B1670-D30
BRKT-B2
FF15X24HMXEZFG9
012020-231-4
OPW-10BHMP-5830
OP60-VSP-100
012030-626-0
012030-231-7
VR-794380-208
011020-069-2
011030-069-2
011040-069-2
012020-360-4
012030-360-4
012020-310-4
NO. PART NUMBERMANUFACTUREREQUIPMENT DESCRIPTION
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 012030-101-3
012040-101-3
012040-238-3
VR-794380-304
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
VEEDER-ROOT
3" SECONDARY FIBERGLASS SLEEVE COUPLING (2 PIECES)
4" SECONDARY FIBERGLASS SLEEVE COUPLING (2 PIECES)
4" X 3" FIBERGLASS CONCENTRIC REDUCER (2 PIECES)
MINI HYDROSTATIC SENSOR
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 30
1 2
4 7
3" OVER 2" DIESEL PRODUCT LINE
13 21 11
10 1/8" MIN. SLOPE (ALL LINES)
1 4
7 2
4 7
3" OVER 2" DIESEL PRODUCT LINE
1/8" MIN. SLOPE (ALL LINES)
10"
MIN.
3" OVER 2" 87 PRODUCT LINE
10"
MIN.
TO UST's
13 21 11
10 3" OVER 2" VAPOR RETURN LINE
13 21
18 26
29 3" OVER 2" 87 PRODUCT LINE
4" OVER 3" VAPOR RETURN LINE
TO UST's
29 8
17 25
15 23
11 10
11 10
10"
MIN.
15 23
1 4
7 2
4 7
10"
MIN.
11 12
3" OVER 2" DIESEL PRODUCT LINE
1/8" MIN. SLOPE (ALL LINES)
11 10
PIPING & UDC DETAILS
20 33
NEW ELECTRICAL CONDUIT
TO RUN ON OUTSIDE OF
DISPENSER UDC'S
GAS &/OR DIESEL PRODUCT LINES
VAPOR RETURN LINE
VAPOR RETURN LINE SIZE INCREASE
SECONDARY CLAMSHELL DETAIL
VAPOR RETURN LINE SIZE INCREASE
PRIMARY FITTINGS DETAIL
ALL UDC ENTRY FITTING
TO HAVE TEST PORT
LOCATED AT 12 O'CLOCK
WITH A PLUGGED BALL VALVE
CONNECTED TO IT FOR TESTING
5 6
1 3
9 71110
DOUBLE WALL UDC SUMP DETAILS (TOP VIEW)
DOUBLE WALL SUMP DETAILS (SIDE VIEW)
1/8" MIN. SLOPE
TO UST's
4" OVER 2"
VAPOR RETURN LINE
3" OVER 2"
VAPOR RETURN LINE
3" OVER 2"
VAPOR RETURN LINE
4" OVER 3"
VAPOR RETURN LINE
TO U
DC
29 26
29 23
11 12
10 11
10 12
10 11
011030-310-4
012020-410-4
011030-410-4
012020-101-8
012030-101-8
012030-360-3
012040-360-3
012030-310-3
012040-310-3
012030-410-3
012040-410-3
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
3" 45 DEGREE FIBERGLASS PRIMARY ELBOW
2" FIBERGLASS PRIMARY TEE
3" FIBERGLASS PRIMARY TEE
2" FIBERGLASS SLEEVE PRIMARY COUPLING
3" FIBERGLASS SLEEVE PRIMARY COUPLING
3" 90 DEGREE SECONDARY FIBERGLASS ELBOW (2 PIECES)
4" 90 DEGREE SECONDARY FIBERGLASS ELBOW ( 2 PIECES)
3" 45 DEGREE SECONDARY FIBERGLASS ELBOW ( 2 PIECES)
4" 45 DEGREE SECONDARY FIBERGLASS ELBOW ( 2 PIECES)
3" SECONDARY FIBERGLASS TEE (2 PIECE)
4" SECONDARY FIBERGLASS TEE (2 PIECE)
DISPENSER CONTAINMENT BOX (UDC)
SHEAR VALVE STABILIZER BARS
1 1/2" X 24" FLEX CONNECTOR
2" X 1 -1/2" NPT FIBERGLASS REDUCER BUSHING
GAS & DIESEL PRODUCT SHEAR VALVE
VAPOR SHEAR VALVE
3" X 2" SUMP ENTRY FITTING
3" X 2" FIBERGLASS REDUCER BUSHING
SUMP SENSOR (NON DISCRIMINATING)
2" FIBERGLASS PIPE
3" FIBERGLASS PIPE
4" FIBERGLASS PIPE
2" 90 DEGREE FIBERGLASS PRIMARY ELBOW
3" 90 DEGREE FIBERGLASS PRIMARY ELBOW
2" 45 DEGREE FIBERGLASS PRIMARY ELBOW
BRAVO
BRAVO
FLEXING
SMITH FIBERCAST
OPW
OPW
SMITH FIBERCAST
SMITH FIBERCAST
VEEDER-ROOT
SMITH FIBERCAST
SMITH FIBERCAST
SMITH FIBERCAST
SMITH FIBERCAST
SMITH FIBERCAST
SMITHFIBERCAST
B1670-D30
BRKT-B2
FF15X24HMXEZFG9
012020-231-4
OPW-10BHMP-5830
OP60-VSP-100
012030-626-0
012030-231-7
VR-794380-208
011020-069-2
011030-069-2
011040-069-2
012020-360-4
012030-360-4
012020-310-4
NO. PART NUMBERMANUFACTUREREQUIPMENT DESCRIPTION
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 012030-101-3
012040-101-3
012040-238-3
VR-794380-304
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
VEEDER-ROOT
3" SECONDARY FIBERGLASS SLEEVE COUPLING (2 PIECES)
4" SECONDARY FIBERGLASS SLEEVE COUPLING (2 PIECES)
4" X 3" FIBERGLASS CONCENTRIC REDUCER (2 PIECES)
MINI HYDROSTATIC SENSOR
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 30
1 2
4 7
3" OVER 2" DIESEL PRODUCT LINE
13 21 11
10 1/8" MIN. SLOPE (ALL LINES)
1 4
7 2
4 7
3" OVER 2" DIESEL PRODUCT LINE
1/8" MIN. SLOPE (ALL LINES)
10"
MIN.
3" OVER 2" 87 PRODUCT LINE
10"
MIN.
TO UST's
13 21 11
10 3" OVER 2" VAPOR RETURN LINE
13 21
18 26
29 3" OVER 2" 87 PRODUCT LINE
4" OVER 3" VAPOR RETURN LINE
TO UST's
29 8
17 25
15 23
11 10
11 10
10"
MIN.
15 23
1 4
7 2
4 7
10"
MIN.
11 12
3" OVER 2" DIESEL PRODUCT LINE
1/8" MIN. SLOPE (ALL LINES)
11 10
1/8" MIN. SLOPE
TO UST's
2" PRIMARY
VAPOR RETURN LINE
2" PRIMARY
VAPOR RETURN LINE
2" PRIMARY
VAPOR RETURN LINE
3" PRIMARY
VAPOR RETURN LINE
TO U
DC
18 8
15 8 10
10 10
11 NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
NOT USED
ISSUED FOR CONSTRUCTION
05/30/2024
32 348
56 107
10 5648
567 7321
9 9
2.4'
4.5'1.9'3.0'4.0'
FUEL PUMP DETAILN.T.S
NORTH0GRAPHIC SCALE IN FEET
5 2.5510
12345678910
REMOVE EXISTING FUEL FOCUS ASSET MANAGEMENT CONSOLE. STORE FORFUTURE RECONNECTION BY CITY FORCES.REMOVE EXISTING LIGHT POLEREMOVE EXISTING HOSE VAULTREMOVE EXISTING PCC CURB ISLANDREMOVE EXISTING FUEL DISPENSERINSTALL GASBOY ATLAS FUEL DISPENSER: MODEL 9852KTW-1(ISLAND-ORIENTED), AND RECONNECT ALL PIPING; SEE DETAIL THIS SHEETCONSTRUCT FUEL CANOPY COLUMNS; SEE SHEET 6CONSTRUCT 6" PCC CURB ISLANDPATCH OR REPLACE CONCRETE SURFACE WITHIN LIMITS OF WORK; CONCRETESHALL BE 8" THICK 560-C-3500 REINFORCED WITH NO. 4 BARS, 18" O.C., OVER 4"AGGREGATE BASE.CONSTRUCT FUEL CANOPY; SEE SHEET 6
CONSTRUCTION NOTES
LEGENDEXISTING FINISHED GRADE SPOT ELEVATIONEXISTING 0.5' CONTOUR*EXISTING 2.5' CONTOUR CONCRETECHAIN LINKELECTRICAL EQUIPMENT*NOTE: CONTOUR INTERVAL IS 1'C/LE LIGHT STANDARDBACKFLOW PREVENTER RISERCONCAREA DRAINDRAIN INLETASPHALTADDIACGPWATER VALVEGUARD POSTSTORM DRAIN MANHOLE(UNLESS OTHERWISE NOTED)SET CONTROL POINTFIRE DEPARTMENT CONNECTIONFG:(365.73)1003
1.INSTALL GASBOY ATLAS MODEL 9852KTW1 STD-FLOW TWIN1 PUMP2.REFERENCE MANUFACTURER FOR DETAILSNOTES:
3 APPROX. EXCAVATION LIMITS
FUEL ISLAND CANOPY
24 36
9/30/25
!
UL 971
UL 971
UL 971
1 3 0
NEW vent pipes
and vent rack
Centerline
of lowest
U-bolt on
Vapor
Polisher's
mounting
bracket
CRITICAL
DIMENSION:
9' - 2"
MINIMUM
above
grade
1 P
12' - 0"
min.
above
grade
Diesel vent c
2 Veeder-Root
Carbon Canister
Vapor Polisher
NEW
3 NOTE: Rack fabrication and installation
as shown will meet or exceed
Veeder-Root's standards for support of
the Carbon Canister Vapor Polisher.
1 3 0
on
of
.
Polisher
Vapor
Canister
Carbon
Top of
reducing tee
Centerline of lowest U-bolt on
Vapor Polisher's mounting bracket
Cord grip
Vapor sensor
2-pin cable connector from
vapor valve assembly
to TLS field wiring
Vapor valve assembly
15.7"
MINIMUM
Vapor Polisher Inlet
Locking 3 Way Ball Valve
(Shown in open position) P/V Vent Stack
Upper J-box, installed per
codes (epoxy-enclosed
connections in junction box)
Vapor valve filter housing
1 2
3 PART NUMBERNO. EQUIPMENT DESCRIPTION MANUFACTURER
NG FOR
QUIDS
1 3 0
723V-2203
23-0033
332761-002
OPW
OPW
Veeder-Root
Pressure Vacuum Vent
Diesel Vent Cap
Carbon Canister
NOTE: Canister/enclosure
must be labelled
NO SMOKING
WITHIN 25 FEET
CARBON CANISTER DETAILS
21 33
1 2
3 NO.
!
NOTE: ALL ABOVE GROUND PIPING FOR
FLAMABLE OR COMBUSTIBLE LIQUIDS
SHALL BE METAL
UL 971
UL 971
UL 971
NOTE: Rack fabrication and ins
as shown will meet or exc
Veeder-Root's standards for su
the Carbon Canister Vapor P
1 3 0
NEW vent pipes
and vent rack
Seal-off
Centerline
of lowest
U-bolt on
Vapor
Polisher's
mounting
bracket
Top of
reducing tee
15.7"
MINIMUM
CRITICAL
DIMENSION:
9' - 2"
MINIMUM
above
grade
1 Pressure vacuum vent
Grade
Lower J-box, installed per
codes (epoxy-enclosed
connections in junction box)
Centerline of lowest U-bolt on
Vapor Polisher's mounting bracket
Upper J-box, installed per
codes (epoxy-enclosed
connections in junction box)
Diesel vent cap
2 Veeder-Root
Carbon Canister
Vapor Polisher
NEW
3 12' - 0"
min.
above
grade
ISSUED FOR CONSTRUCTION
05/30/2024
32 348
56 107
10 5648
567 7321
9 9
2.4'
4.5'1.9'3.0'4.0'
FUEL PUMP DETAILN.T.S
NORTH0GRAPHIC SCALE IN FEET
5 2.5510
12345678910
REMOVE EXISTING FUEL FOCUS ASSET MANAGEMENT CONSOLE. STORE FORFUTURE RECONNECTION BY CITY FORCES.REMOVE EXISTING LIGHT POLEREMOVE EXISTING HOSE VAULTREMOVE EXISTING PCC CURB ISLANDREMOVE EXISTING FUEL DISPENSERINSTALL GASBOY ATLAS FUEL DISPENSER: MODEL 9852KTW-1(ISLAND-ORIENTED), AND RECONNECT ALL PIPING; SEE DETAIL THIS SHEETCONSTRUCT FUEL CANOPY COLUMNS; SEE SHEET 6CONSTRUCT 6" PCC CURB ISLANDPATCH OR REPLACE CONCRETE SURFACE WITHIN LIMITS OF WORK; CONCRETESHALL BE 8" THICK 560-C-3500 REINFORCED WITH NO. 4 BARS, 18" O.C., OVER 4"AGGREGATE BASE.CONSTRUCT FUEL CANOPY; SEE SHEET 6
CONSTRUCTION NOTES
LEGENDEXISTING FINISHED GRADE SPOT ELEVATIONEXISTING 0.5' CONTOUR*EXISTING 2.5' CONTOUR CONCRETECHAIN LINKELECTRICAL EQUIPMENT*NOTE: CONTOUR INTERVAL IS 1'C/LE LIGHT STANDARDBACKFLOW PREVENTER RISERCONCAREA DRAINDRAIN INLETASPHALTADDIACGPWATER VALVEGUARD POSTSTORM DRAIN MANHOLE(UNLESS OTHERWISE NOTED)SET CONTROL POINTFIRE DEPARTMENT CONNECTIONFG:(365.73)1003
1.INSTALL GASBOY ATLAS MODEL 9852KTW1 STD-FLOW TWIN1 PUMP2.REFERENCE MANUFACTURER FOR DETAILSNOTES:
3 APPROX. EXCAVATION LIMITS
FUEL ISLAND CANOPY
25 36
9/30/25
6"
MIN.
NEW ELECTRICAL CONDUIT
TO RUN ON OUTSIDE OF
VENT BOX
11 10 9
8 12
7 5
6 213
11 10
*NOTE: 87 VENT LINES SECONDARY
MONITORING TO BE TIED TOGETHER
IN VENT BOX AS SHOWN AND MONITORED
UNDER ONLY 1 VACUUM SENSOR IN THE
87 MAIN STP SUMP
1 2
3 4
5 6
7 8
9 10
11 12
13 723V-2203
ASTM-A53
RS-500-JP-4S-CT
23-0033
794380-208
B500-F4S-DW-AB
FFEZ20X24
FR-3X2-T
F-30-F
011020-069-2
011030-069-2
012020-194-4
794390-304
OPW
STEEL
BRAVO
OPW
VEEDER ROOT
BRAVO
FLEXING
BRAVO
BRAVO
SMITHFIBERCAST
SMITHFIBERCAST
SMITHFIBERCAST
VEEDER ROOT
PRESSURE VACUUM VENT VALVE
2" GALVANIZED PIPE, NIPPLES & FITTINGS
VENT RACK
DIESEL VENT CAP
SUMP SENSOR (NON DISCRIMINATING)
VENT RISER CONTAINMENT SUMP
2" X 24" FLEX CONNECTOR
3" X 2" RETROFIT-S FIBERGLASS TEST BOOT
FF SERIES 3" PENETRATION FITTING
2" FIBERGLASS PIPE
3" FIBERGLASS PIPE
2" FIBERGLASS BELL X FEMALE NPT
MINI HYDROSTATIC SENSOR
EQUIPMENT DESCRIPTION MANUFACTURER PART NUMBERNO.
VENT RACK DETAIL
VENT LINES
VENT BOX DETAIL (TOP VIEW)
VENT BOX DETAIL (SIDE VIEW)
SECOND ANNULAR
ACCESS PORT
5 7
6 12
9 87 REGULAR
87 REGULAR
DIESEL
6 3
1 12' FT. MIN.
4 87 REGULAR
DIESEL
87 REGULAR
VENT BOX DETAIL
22 33
ISSUED FOR CONSTRUCTION
05/30/2024
32 348
56 107
10 5648
567 7321
9 9
2.4'
4.5'1.9'3.0'4.0'
FUEL PUMP DETAILN.T.S
NORTH0GRAPHIC SCALE IN FEET
5 2.5510
12345678910
REMOVE EXISTING FUEL FOCUS ASSET MANAGEMENT CONSOLE. STORE FORFUTURE RECONNECTION BY CITY FORCES.REMOVE EXISTING LIGHT POLEREMOVE EXISTING HOSE VAULTREMOVE EXISTING PCC CURB ISLANDREMOVE EXISTING FUEL DISPENSERINSTALL GASBOY ATLAS FUEL DISPENSER: MODEL 9852KTW-1(ISLAND-ORIENTED), AND RECONNECT ALL PIPING; SEE DETAIL THIS SHEETCONSTRUCT FUEL CANOPY COLUMNS; SEE SHEET 6CONSTRUCT 6" PCC CURB ISLANDPATCH OR REPLACE CONCRETE SURFACE WITHIN LIMITS OF WORK; CONCRETESHALL BE 8" THICK 560-C-3500 REINFORCED WITH NO. 4 BARS, 18" O.C., OVER 4"AGGREGATE BASE.CONSTRUCT FUEL CANOPY; SEE SHEET 6
CONSTRUCTION NOTES
LEGENDEXISTING FINISHED GRADE SPOT ELEVATIONEXISTING 0.5' CONTOUR*EXISTING 2.5' CONTOUR CONCRETECHAIN LINKELECTRICAL EQUIPMENT*NOTE: CONTOUR INTERVAL IS 1'C/LE LIGHT STANDARDBACKFLOW PREVENTER RISERCONCAREA DRAINDRAIN INLETASPHALTADDIACGPWATER VALVEGUARD POSTSTORM DRAIN MANHOLE(UNLESS OTHERWISE NOTED)SET CONTROL POINTFIRE DEPARTMENT CONNECTIONFG:(365.73)1003
1.INSTALL GASBOY ATLAS MODEL 9852KTW1 STD-FLOW TWIN1 PUMP2.REFERENCE MANUFACTURER FOR DETAILSNOTES:
3 APPROX. EXCAVATION LIMITS
FUEL ISLAND CANOPY
36 26
9/30/25
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 EQUIPMENT DESCRIPTION MANUFACTURER PART NUMBERNO.
16 17
18 19
EQUIPMENT DESCRIPTION MANUFACTURER PART NUMBERNO.
VEEDER-ROOT TANK
LEVEL MAG PROBE
19 11
11 10
11 10
89 19
87 REGULAR TURBINE SUMP SIDE VIEW
Sump and Penetration Fitting Details
48" DW CONTAINMENT SUMP
848480-001
FF15X24HMXEZFG9
A0716-042C
FL100GRAY-SK12
VR-794390-208
STP200-VL2
F-17-RR-D
012030-626-0
011020-069-2
011030-069-2
846390-109
XERXES
VEEDER-ROOT
FLEXING
FIBRELITE
OPW
VEEDER-ROOT
F. E. PETRO
BRAVO
SMITH FIBERCAST
SMITH FIBERCAST
SMITH FIBERCAST
VEEDER-ROOT
48" DOUBLE WALL TURBINE SUMP
ELECTRONIC LINE LEAK DETECTOR
1 1/2" X 24" FLEX CONNECTOR
42" Dia. WATERTIGHT FLAT SEALED COVER
EXTRACTOR VALVE
SUMP SENSOR (NON DISCRIMINATING)
SUBMERSIBLE TURBINE PUMP
ELEC. CONDUIT PENETRATION FITTING FOR 3/4"
3" X 2" FIBERGLASS SUMP PENETRATION FITTING
2" FIBERGLASS PIPE
3" FIBERGLASS PIPE
TANK LEVEL MAGNETOSTRICTIVE PROBE
TANK LEVEL FLOAT KIT
INTERSTITIAL LIQUID SENSOR
18" MANHOLE
VEEDER-ROOT
VEEDER-ROOT
OPW
846400-001
VR-794390-303
104A-1800WT
87 REGULAR TURBINE SUMP TOP VIEW
Sump and Penetration Fitting Details
87 & DSL ANNULAR SIDE VIEW
Sump and Penetration Fitting Details
VR-794380-304
VR-330020-485
100-501
011040-069-2
VEEDER-ROOT
VEEDER-ROOT
JOMAR
SMITH FIBERCAST
MINI HYDROSTATIC SENSOR
VACUUM SENSOR KIT
1/4" STAINLESS STEEL BALL VALVE
4" FIBERGLASS PIPE
11 16
1 6
8 15
14 MONITORING
WELL
SECOND ANNULAR
ACCESS PORT
1 4
7 2
19 ELECTRICAL
CONDUIT9
11 10
PRODUCT LINE
VAPOR LINE
VENT LINE
911
10 17
12 2
7 8
ALL SUMP ENTRY FITTING
TO HAVE TEST PORT
LOCATED AT 6 O'CLOCK
WITH A BALL VALVE
CONNECTED TO IT FOR TESTING
18 7 F.E. PETRO
SUBMERSIBLE TURBINE PUMP
VEEDER-ROOT MAG PROBE
SET OVERFILL ALARM AT 90%,
HIGH PRODUCT AT 95%
6 12
VEEDER-ROOT
MAG PROBE FLOAT KIT13
SECOND ANNULAR
ACCESS PORT
9PRODUCT LINE
VAPOR LINEVENT LINE
9 ELECTRICAL
CONDUIT8
17 3
16 87 REGULAR STP DETAIL
23 33
16 17
18 19
EQUIPMENT DESCRIPTION MANUFACTURER PART NUMBERNO.
VR-794380-304
VR-330020-485
100-501
011040-069-2
VEEDER-ROOT
VEEDER-ROOT
JOMAR
SMITH FIBERCAST
MINI HYDROSTATIC SENSOR
VACUUM SENSOR KIT
1/4" STAINLESS STEEL BALL VALVE
4" FIBERGLASS PIPE
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 EQUIPMENT DESCRIPTION MANUFACTURER PART NUMBERNO.
48" DW CONTAINMENT SUMP
848480-001
FF15X24HMXEZFG9
FL100GRAY-SK12
233-4432
VR-794390-208
STP200-VL2
F-17-RR-D
012030-626-0
011020-069-2
011030-069-2
846390-109
XERXES
VEEDER-ROOT
FLEXING
FIBRELITE
OPW
VEEDER-ROOT
F. E. PETRO
BRAVO
SMITH FIBERCAST
SMITH FIBERCAST
SMITH FIBERCAST
VEEDER-ROOT
48" DOUBLE WALL TURBINE SUMP
ELECTRONIC LINE LEAK DETECTOR
1 1/2" X 24" FLEX CONNECTOR
42" Dia. WATERTIGHT FLAT SEALED COVER
EXTRACTOR VALVE
SUMP SENSOR (NON DISCRIMINATING)
SUBMERSIBLE TURBINE PUMP
ELEC. CONDUIT PENETRATION FITTING FOR 3/4"
3" X 2" FIBERGLASS SUMP PENETRATION FITTING
2" FIBERGLASS PIPE
3" FIBERGLASS PIPE
TANK LEVEL MAGNETOSTRICTIVE PROBE
TANK LEVEL FLOAT KIT
INTERSTITIAL LIQUID SENSOR
18" MANHOLE
VEEDER-ROOT
VEEDER-ROOT
OPW
846400-001
VR-794390-303
104A-1800WT
VEEDER-ROOT TANK
LEVEL MAG PROBE
19 11
11 10
11 10
89 19
87 REGULAR TURBINE SUMP SIDE VIEW
Sump and Penetration Fitting Details
87 REGULAR TURBINE SUMP TOP VIEW
Sump and Penetration Fitting Details
87 & DSL ANNULAR SIDE VIEW
Sump and Penetration Fitting Details
11 16
1 6
8 15
14 MONITORING
WELL
SECOND ANNULAR
ACCESS PORT
1 4
7 2
19 ELECTRICAL
CONDUIT9
11 10
PRODUCT LINE
VAPOR LINE
VENT LINE
911
10 17
12 2
7 8
ALL SUMP ENTRY FITTING
TO HAVE TEST PORT
LOCATED AT 6 O'CLOCK
WITH A BALL VALVE
CONNECTED TO IT FOR TESTING
18 7 F.E. PETRO
SUBMERSIBLE TURBINE PUMP
VEEDER-ROOT MAG PROBE
SET OVERFILL ALARM AT 90%,
HIGH PRODUCT AT 95%
6 12
VEEDER-ROOT
MAG PROBE FLOAT KIT13
SECOND ANNULAR
ACCESS PORT
9PRODUCT LINE
VAPOR LINEVENT LINE
9 ELECTRICAL
CONDUIT8
17 3
16 5
ISSUED FOR CONSTRUCTION
05/30/2024
32 348
56 107
10 5648
567 7321
9 9
2.4'
4.5'1.9'3.0'4.0'
FUEL PUMP DETAILN.T.S
NORTH0GRAPHIC SCALE IN FEET
5 2.5510
12345678910
REMOVE EXISTING FUEL FOCUS ASSET MANAGEMENT CONSOLE. STORE FORFUTURE RECONNECTION BY CITY FORCES.REMOVE EXISTING LIGHT POLEREMOVE EXISTING HOSE VAULTREMOVE EXISTING PCC CURB ISLANDREMOVE EXISTING FUEL DISPENSERINSTALL GASBOY ATLAS FUEL DISPENSER: MODEL 9852KTW-1(ISLAND-ORIENTED), AND RECONNECT ALL PIPING; SEE DETAIL THIS SHEETCONSTRUCT FUEL CANOPY COLUMNS; SEE SHEET 6CONSTRUCT 6" PCC CURB ISLANDPATCH OR REPLACE CONCRETE SURFACE WITHIN LIMITS OF WORK; CONCRETESHALL BE 8" THICK 560-C-3500 REINFORCED WITH NO. 4 BARS, 18" O.C., OVER 4"AGGREGATE BASE.CONSTRUCT FUEL CANOPY; SEE SHEET 6
CONSTRUCTION NOTES
LEGENDEXISTING FINISHED GRADE SPOT ELEVATIONEXISTING 0.5' CONTOUR*EXISTING 2.5' CONTOUR CONCRETECHAIN LINKELECTRICAL EQUIPMENT*NOTE: CONTOUR INTERVAL IS 1'C/LE LIGHT STANDARDBACKFLOW PREVENTER RISERCONCAREA DRAINDRAIN INLETASPHALTADDIACGPWATER VALVEGUARD POSTSTORM DRAIN MANHOLE(UNLESS OTHERWISE NOTED)SET CONTROL POINTFIRE DEPARTMENT CONNECTIONFG:(365.73)1003
1.INSTALL GASBOY ATLAS MODEL 9852KTW1 STD-FLOW TWIN1 PUMP2.REFERENCE MANUFACTURER FOR DETAILSNOTES:
3 APPROX. EXCAVATION LIMITS
FUEL ISLAND CANOPY
27 36
9/30/25
MAX
6"
2"
MIN
45%
FLAPPER REQUIRED
SET AT 95%
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 EQUIPMENT DESCRIPTION MANUFACTURER PART NUMBERNO.
2 87 REGULAR FILL SUMP PLAN VIEW
Sump and Penetration Fitting Details
87 REGULAR FILL SUMP SIDE VIEW
Sump and Penetration Fitting Details
OPW
Bucket and Fitting Details
SECOND ANNULAR
ACCESS PORT
SECOND ANNULAR
ACCESS PORT
NOTE: SPILL BUCKETS TO BE TESTED TO HOLD
5 GALLONS BELOW THE CAP
4 1
3 10
9 2
11 3
1 4
8 6
14 13
5 7
15 12
9 SUMP SENSOR (NON DISCRIMINATING)
MINI HYDROSTATIC SENSOR
42" DOUBLE WALL FILL SUMP
ELEC. CONDUIT PENETRATION FITTING FOR 3/4"
VEEDER-ROOT
VEEDER-ROOT
XERXES
BRAVO
VR-794390-208
VR-794380-304
42" DW CONTAINMENT SUMP
F-17-RR-D
5 GALLON PRODUCT CONTAINMENT BUCKET
5 GALLON VAPOR CONTAINMENT BUCKET
PRODUCT SWIVEL ADAPTOR
VAPOR SWIVEL ADAPTOR
DROP TUBE
DROP TUBE FLAPPER
42" Dia. WATERTIGHT FLAT SEALED MULTI PORT COVER
FACE SEAL ADAPTER
PRODUCT DUST CAP
VAPOR DUST CAP
JACK SCREW KIT
P761C-FLDV
P761C-FLPL
61SALP-1020-EVR
61VSA-1020-EVR
61T-SS
71SO
PK2-42RTMP
FSA-400-S
634TT-EVR
1711T-EVR
61JSK-4410
OPW
OPW
OPW
OPW
OPW
OPW
OPW
OPW
OPW
OPW
OPW
87 REGULAR FILL SUMP DETAIL
24 33
ISSUED FOR CONSTRUCTION
05/30/2024
32 348
56 107
10 5648
567 7321
9 9
2.4'
4.5'1.9'3.0'4.0'
FUEL PUMP DETAILN.T.S
NORTH0GRAPHIC SCALE IN FEET
5 2.5510
12345678910
REMOVE EXISTING FUEL FOCUS ASSET MANAGEMENT CONSOLE. STORE FORFUTURE RECONNECTION BY CITY FORCES.REMOVE EXISTING LIGHT POLEREMOVE EXISTING HOSE VAULTREMOVE EXISTING PCC CURB ISLANDREMOVE EXISTING FUEL DISPENSERINSTALL GASBOY ATLAS FUEL DISPENSER: MODEL 9852KTW-1(ISLAND-ORIENTED), AND RECONNECT ALL PIPING; SEE DETAIL THIS SHEETCONSTRUCT FUEL CANOPY COLUMNS; SEE SHEET 6CONSTRUCT 6" PCC CURB ISLANDPATCH OR REPLACE CONCRETE SURFACE WITHIN LIMITS OF WORK; CONCRETESHALL BE 8" THICK 560-C-3500 REINFORCED WITH NO. 4 BARS, 18" O.C., OVER 4"AGGREGATE BASE.CONSTRUCT FUEL CANOPY; SEE SHEET 6
CONSTRUCTION NOTES
LEGENDEXISTING FINISHED GRADE SPOT ELEVATIONEXISTING 0.5' CONTOUR*EXISTING 2.5' CONTOUR CONCRETECHAIN LINKELECTRICAL EQUIPMENT*NOTE: CONTOUR INTERVAL IS 1'C/LE LIGHT STANDARDBACKFLOW PREVENTER RISERCONCAREA DRAINDRAIN INLETASPHALTADDIACGPWATER VALVEGUARD POSTSTORM DRAIN MANHOLE(UNLESS OTHERWISE NOTED)SET CONTROL POINTFIRE DEPARTMENT CONNECTIONFG:(365.73)1003
1.INSTALL GASBOY ATLAS MODEL 9852KTW1 STD-FLOW TWIN1 PUMP2.REFERENCE MANUFACTURER FOR DETAILSNOTES:
3 APPROX. EXCAVATION LIMITS
FUEL ISLAND CANOPY
28 36
9/30/25
DIESEL STP SUMP DETAIL
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 EQUIPMENT DESCRIPTION MANUFACTURER PART NUMBERNO.
16 17
18 EQUIPMENT DESCRIPTION MANUFACTURER PART NUMBERNO.
19 20
21 VEEDER-ROOT TANK
LEVEL MAG PROBE
DIESEL TURBINE SUMP SIDE VIEW
Sump and Penetration Fitting Details
DIESEL TURBINE SUMP TOP VIEW
Sump and Penetration Fitting Details
48" DW CONTAINMENT SUMP
848480-001
FF15X24HMXEZFG9
FL100GRAY-SK12
233-4432
VR-794390-208
STP200-VL2
F-17-RR-D
012030-626-0
011020-069-2
011030-069-2
846390-109
XERXES
VEEDER-ROOT
FLEXING
FIBRELITE
OPW
VEEDER-ROOT
F. E. PETRO
BRAVO
SMITH FIBERCAST
SMITH FIBERCAST
SMITH FIBERCAST
VEEDER-ROOT
48" DOUBLE WALL TURBINE SUMP
ELECTRONIC LINE LEAK DETECTOR
1 1/2" X 24" FLEX CONNECTOR
42" Dia. WATERTIGHT FLAT SEALED COVER
EXTRACTOR VALVE
SUMP SENSOR (NON DISCRIMINATING)
SUBMERSIBLE TURBINE PUMP
ELEC. CONDUIT PENETRATION FITTING FOR 3/4"
3" X 2" FIBERGLASS SUMP PENETRATION FITTING
2" FIBERGLASS PIPE
3" FIBERGLASS PIPE
TANK LEVEL MAGNETOSTRICTIVE PROBE
TANK LEVEL FLOAT KIT
INTERSTITIAL LIQUID SENSOR
18" MANHOLE
VEEDER-ROOT
VEEDER-ROOT
OPW
846400-001
VR-794390-303
104A-1800WT
VR-794380-304
VR-330020-480
100-501
VR-794390-303
A0716-018C
011040-069-2
VEEDER-ROOT
VEEDER-ROOT
JOMAR
VEEDER-ROOT
EMCO WHEATON
SMITH FIBERCAST
MINI HYDROSTATIC SENSOR
VACUUM SENSOR KIT
1/4" STAINLESS STEEL BALL VALVE
INTERSTITIAL LIQUID SENSOR
18" MANHOLE
4" FIBERGLASS PIPE
10 11
9 16
1 6
8 17 12 SECOND ANNULAR
ACCESS PORT
PRODUCT LINE
7 ALL SUMP ENTRY FITTING
TO HAVE TEST PORT
LOCATED AT 6 O'CLOCK
WITH A BALL VALVE
CONNECTED TO IT FOR TESTING
F.E. PETRO
SUBMERSIBLE TURBINE PUMP VEEDER-ROOT
MAG PROBE FLOAT KIT
1110
9 8
1 4
8 16
7 2
13 3
PRODUCT LINE
18 9
11 10
VENT LINE
2 7
VEEDER-ROOT MAG PROBE
SET OVERFILL ALARM AT 90%,
HIGH PRODUCT AT 95%
SECOND ANNULAR
ACCESS PORT 11
10 5
12 6
VENT LINE
921
17 25
33 48"
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 EQUIPMENT DESCRIPTION MANUFACTURER PART NUMBERNO.
48" DW CONTAINMENT SUMP
848480-001
FF15X24HMXEZFG9
FL100GRAY-SK12
233-4432
VR-794390-208
STP200-VL2
F-17-RR-D
012030-626-0
011020-069-2
011030-069-2
846390-109
XERXES
VEEDER-ROOT
FLEXING
FIBRELITE
OPW
VEEDER-ROOT
F. E. PETRO
BRAVO
SMITH FIBERCAST
SMITH FIBERCAST
SMITH FIBERCAST
VEEDER-ROOT
48" DOUBLE WALL TURBINE SUMP
ELECTRONIC LINE LEAK DETECTOR
1 1/2" X 24" FLEX CONNECTOR
42" Dia. WATERTIGHT FLAT SEALED COVER
EXTRACTOR VALVE
SUMP SENSOR (NON DISCRIMINATING)
SUBMERSIBLE TURBINE PUMP
ELEC. CONDUIT PENETRATION FITTING FOR 3/4"
3" X 2" FIBERGLASS SUMP PENETRATION FITTING
2" FIBERGLASS PIPE
3" FIBERGLASS PIPE
TANK LEVEL MAGNETOSTRICTIVE PROBE
TANK LEVEL FLOAT KIT
1/4" STAINLESS STEEL BALL VALVE
VACUUM SENSOR KIT
VEEDER-ROOT
JOMAR
VEEDER-ROOT
846400-001
100-501
VR-330020-480
16 17
18 EQUIPMENT DESCRIPTION MANUFACTURER PART NUMBERNO.
19 20
21 VR-794380-304VEEDER-ROOTMINI HYDROSTATIC SENSOR
VEEDER-ROOT TANK
LEVEL MAG PROBE
11 10
DIESEL TURBINE SUMP SIDE VIEW
Sump and Penetration Fitting Details
DIESEL TURBINE SUMP TOP VIEW
Sump and Penetration Fitting Details
10 11
9 16
1 6
8 15 12 SECOND ANNULAR
ACCESS PORT
PRODUCT LINE
7 ALL SUMP ENTRY FITTING
TO HAVE TEST PORT
LOCATED AT 6 O'CLOCK
WITH A BALL VALVE
CONNECTED TO IT FOR TESTING
F.E. PETRO
SUBMERSIBLE TURBINE PUMP VEEDER-ROOT
MAG PROBE FLOAT KIT
1110
9 8
1 4
8 16
7 2
13 3
PRODUCT LINE
14 9
11 10
VENT LINE
2 7
VEEDER-ROOT MAG PROBE
SET OVERFILL ALARM AT 90%,
HIGH PRODUCT AT 95%
SECOND ANNULAR
ACCESS PORT
5 12
6 VENT LINE
921
15 ISSUED FOR CONSTRUCTION
05/30/2024
32 348
56 107
10 5648
567 7321
9 9
2.4'
4.5'1.9'3.0'4.0'
FUEL PUMP DETAILN.T.S
NORTH0GRAPHIC SCALE IN FEET
5 2.5510
12345678910
REMOVE EXISTING FUEL FOCUS ASSET MANAGEMENT CONSOLE. STORE FORFUTURE RECONNECTION BY CITY FORCES.REMOVE EXISTING LIGHT POLEREMOVE EXISTING HOSE VAULTREMOVE EXISTING PCC CURB ISLANDREMOVE EXISTING FUEL DISPENSERINSTALL GASBOY ATLAS FUEL DISPENSER: MODEL 9852KTW-1(ISLAND-ORIENTED), AND RECONNECT ALL PIPING; SEE DETAIL THIS SHEETCONSTRUCT FUEL CANOPY COLUMNS; SEE SHEET 6CONSTRUCT 6" PCC CURB ISLANDPATCH OR REPLACE CONCRETE SURFACE WITHIN LIMITS OF WORK; CONCRETESHALL BE 8" THICK 560-C-3500 REINFORCED WITH NO. 4 BARS, 18" O.C., OVER 4"AGGREGATE BASE.CONSTRUCT FUEL CANOPY; SEE SHEET 6
CONSTRUCTION NOTES
LEGENDEXISTING FINISHED GRADE SPOT ELEVATIONEXISTING 0.5' CONTOUR*EXISTING 2.5' CONTOUR CONCRETECHAIN LINKELECTRICAL EQUIPMENT*NOTE: CONTOUR INTERVAL IS 1'C/LE LIGHT STANDARDBACKFLOW PREVENTER RISERCONCAREA DRAINDRAIN INLETASPHALTADDIACGPWATER VALVEGUARD POSTSTORM DRAIN MANHOLE(UNLESS OTHERWISE NOTED)SET CONTROL POINTFIRE DEPARTMENT CONNECTIONFG:(365.73)1003
1.INSTALL GASBOY ATLAS MODEL 9852KTW1 STD-FLOW TWIN1 PUMP2.REFERENCE MANUFACTURER FOR DETAILSNOTES:
3 APPROX. EXCAVATION LIMITS
FUEL ISLAND CANOPY
29 36
9/30/25
DIESEL FILL SUMP DETAIL
MAX
6"
2"
MIN
45%
FLAPPER REQUIRED
SET AT 95%
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 EQUIPMENT DESCRIPTION MANUFACTURER PART NUMBERNO.
16 17
EQUIPMENT DESCRIPTION MANUFACTURER PART NUMBERNO.
3" FIBERGLASS PIPE
MINI HYDROSTATIC SENSOR
2 DIESEL FILL SUMP PLAN VIEW
Sump and Penetration Fitting Details
DIESEL FILL SUMP SIDE VIEW
Sump and Penetration Fitting Details
OPW
Bucket and Fitting Details
42" DOUBLE WALL FILL SUMP
ELEC. CONDUIT PENETRATION FITTING FOR 3/4"
SUMP SENSOR (NON DISCRIMINATING)
2" X 24" FLEX CONNECTOR
XERXES
BRAVO
VEEDER-ROOT
FLEXING
VR-794390-208
FF20X12SSHMXSSHM
42" DW CONTAINMENT SUMP
F-17-SS-D
5 GALLON PRODUCT CONTAINMENT BUCKET
PRODUCT SWIVEL ADAPTOR
DROP TUBE
DROP TUBE FLAPPER
42" Dia. WATERTIGHT FLAT SEALED MULTI PORT COVER
FACE SEAL ADAPTER
PRODUCT DUST CAP
JACK SCREW KIT
EXTRACTOR VALVE
3" X 2" FIBERGLASS SUMP PENETRATION FITTING
2" FIBERGLASS PIPE
P761C-FLDV
61SALP-1020-EVR
61T-SS
71SO
DMP42-2-SW-YEL
FSA-400-S
634TT-EVR
61JSK-4410
233-4432
012030-626-0
011020-069-2
OPW
OPW
OPW
OPW
OPW
OPW
OPW
OPW
OPW
A.O. SMITH
A.O. SMITH
A.O. SMITH
VEEDER-ROOT
011030-069-2
VR-794380-304
SECOND ANNULAR
ACCESS PORT
SECOND ANNULAR
ACCESS PORT
NOTE: SPILL BUCKETS TO BE TESTED TO HOLD
5 GALLONS BELOW THE CAP
17 1
13 3
8 7
2 9
3 1
17 11
5 6
12 10
7 26
33 42"
NORTHCALE IN FEET510
1 2
3 4
5 6
7 8
9 10
11 12
13 14
EQUIPMENT DESCRIPTION MANUFACTURER PART NUMBERNO.
42" DOUBLE WALL FILL SUMP
ELEC. CONDUIT PENETRATION FITTING FOR 3/4"
SUMP SENSOR (NON DISCRIMINATING)
2" X 24" FLEX CONNECTOR
XERXES
BRAVO
VEEDER-ROOT
FLEXING
VR-794390-208
FF20X12SSHMXSSHM
42" DW CONTAINMENT SUMP
F-17-SS-D
5 GALLON PRODUCT CONTAINMENT BUCKET
PRODUCT SWIVEL ADAPTOR
DROP TUBE
DROP TUBE FLAPPER
42" Dia. WATERTIGHT FLAT SEALED MULTI PORT COVER
FACE SEAL ADAPTER
PRODUCT DUST CAP
JACK SCREW KIT
EXTRACTOR VALVE
MINI HYDROSTATIC SENSOR
P761C-FLDV
61SALP-1020-EVR
61T-SS
71SO
DMP42-2-SW-YEL
FSA-400-S
634TT-EVR
61JSK-4410
233-4432
VR-794380-304
OPW
OPW
OPW
OPW
OPW
OPW
OPW
OPW
OPW
VEEDER-ROOT
MAX
6"
2"
MIN
45%
FLAPPER REQUIRED
SET AT 95%
2 DIESEL FILL SUMP PLAN VIEW
Sump and Penetration Fitting Details
DIESEL FILL SUMP SIDE VIEW
Sump and Penetration Fitting Details
OPW
Bucket and Fitting Details
SECOND ANNULAR
ACCESS PORT
SECOND ANNULAR
ACCESS PORT
NOTE: SPILL BUCKETS TO BE TESTED TO HOLD
5 GALLONS BELOW THE CAP
14 1
13 3
8 7
2 9
3 1
14 11
5 6
12 10
7 ISSUED FOR CONSTRUCTION
05/30/2024
32 348
56 107
10 5648
567 7321
9 9
2.4'
4.5'1.9'3.0'4.0'
FUEL PUMP DETAILN.T.S
NORTH0GRAPHIC SCALE IN FEET
5 2.5510
12345678910
REMOVE EXISTING FUEL FOCUS ASSET MANAGEMENT CONSOLE. STORE FORFUTURE RECONNECTION BY CITY FORCES.REMOVE EXISTING LIGHT POLEREMOVE EXISTING HOSE VAULTREMOVE EXISTING PCC CURB ISLANDREMOVE EXISTING FUEL DISPENSERINSTALL GASBOY ATLAS FUEL DISPENSER: MODEL 9852KTW-1(ISLAND-ORIENTED), AND RECONNECT ALL PIPING; SEE DETAIL THIS SHEETCONSTRUCT FUEL CANOPY COLUMNS; SEE SHEET 6CONSTRUCT 6" PCC CURB ISLANDPATCH OR REPLACE CONCRETE SURFACE WITHIN LIMITS OF WORK; CONCRETESHALL BE 8" THICK 560-C-3500 REINFORCED WITH NO. 4 BARS, 18" O.C., OVER 4"AGGREGATE BASE.CONSTRUCT FUEL CANOPY; SEE SHEET 6
CONSTRUCTION NOTES
LEGENDEXISTING FINISHED GRADE SPOT ELEVATIONEXISTING 0.5' CONTOUR*EXISTING 2.5' CONTOUR CONCRETECHAIN LINKELECTRICAL EQUIPMENT*NOTE: CONTOUR INTERVAL IS 1'C/LE LIGHT STANDARDBACKFLOW PREVENTER RISERCONCAREA DRAINDRAIN INLETASPHALTADDIACGPWATER VALVEGUARD POSTSTORM DRAIN MANHOLE(UNLESS OTHERWISE NOTED)SET CONTROL POINTFIRE DEPARTMENT CONNECTIONFG:(365.73)1003
1.INSTALL GASBOY ATLAS MODEL 9852KTW1 STD-FLOW TWIN1 PUMP2.REFERENCE MANUFACTURER FOR DETAILSNOTES:
3 APPROX. EXCAVATION LIMITS
FUEL ISLAND CANOPY
33 30
36 9/30/25
20,000 GALLON TANK DETAIL
27 33
F. E. PETRO
TURBINE
4" MIN.
6" MAX.
VEEDER-ROOT MAG PROBE
SET AT 90%
CL
CL
DROP TUBE
BRINE RESERVOIR
AND INTERSTITIAL
MONITOR
20,000 GALLON XERXES DOUBLE WALLED FIBERGLASS TANK
20,000 GALLON XERXES DOUBLE WALLED FIBERGLASS TANK
20,000 GALLONS
20,000 GALLONS
20,000 GALLON UNDERGROUND FIBERGLASS STORAGE TANK XERXES 10' DIA. DOUBLE-WALL CAP. 20,000 GALLONS TANK DESCRIPTION MANUFACTURER PART NUMBERNO.
1 ITEM
A
B
E
D
C
QTY
1 2
1 1
1 DESCRIPTION
18" DIA HYDROSTATIC MONITORING RESERVOIR WITH 4" NPT FITTING 4" NPT SERVICE FITTINGS
22" DIA MANWAY WITH 5 - 4" NPT FITTINGS IN COVER
48" DIA DW CONTAINMENT & 72" HIGH DOUBLE WALL BRINE MONITORED CONTAINMENT SUMP WITH 36" DIA WATERTIGHT TOP COVER 42" DIA DW CONTAINMENT & 72" HIGH DOUBLE WALL BRINE MONITORED CONTAINMENT SUMP WITH 32" DIA WATERTIGHT TOP COVER 37' 8.75"
12' 6"12' 6"
10' 4" O.D.
10' 0" I.D.
EA
B
C
D
FLAPPER REQUIRED
SET AT 95%
ISSUED FOR CONSTRUCTION
05/30/2024
32 348
56 107
10 5648
567 7321
9 9
2.4'
4.5'1.9'3.0'4.0'
FUEL PUMP DETAILN.T.S
NORTH0GRAPHIC SCALE IN FEET
5 2.5510
12345678910
REMOVE EXISTING FUEL FOCUS ASSET MANAGEMENT CONSOLE. STORE FORFUTURE RECONNECTION BY CITY FORCES.REMOVE EXISTING LIGHT POLEREMOVE EXISTING HOSE VAULTREMOVE EXISTING PCC CURB ISLANDREMOVE EXISTING FUEL DISPENSERINSTALL GASBOY ATLAS FUEL DISPENSER: MODEL 9852KTW-1(ISLAND-ORIENTED), AND RECONNECT ALL PIPING; SEE DETAIL THIS SHEETCONSTRUCT FUEL CANOPY COLUMNS; SEE SHEET 6CONSTRUCT 6" PCC CURB ISLANDPATCH OR REPLACE CONCRETE SURFACE WITHIN LIMITS OF WORK; CONCRETESHALL BE 8" THICK 560-C-3500 REINFORCED WITH NO. 4 BARS, 18" O.C., OVER 4"AGGREGATE BASE.CONSTRUCT FUEL CANOPY; SEE SHEET 6
CONSTRUCTION NOTES
LEGENDEXISTING FINISHED GRADE SPOT ELEVATIONEXISTING 0.5' CONTOUR*EXISTING 2.5' CONTOUR CONCRETECHAIN LINKELECTRICAL EQUIPMENT*NOTE: CONTOUR INTERVAL IS 1'C/LE LIGHT STANDARDBACKFLOW PREVENTER RISERCONCAREA DRAINDRAIN INLETASPHALTADDIACGPWATER VALVEGUARD POSTSTORM DRAIN MANHOLE(UNLESS OTHERWISE NOTED)SET CONTROL POINTFIRE DEPARTMENT CONNECTIONFG:(365.73)1003
1.INSTALL GASBOY ATLAS MODEL 9852KTW1 STD-FLOW TWIN1 PUMP2.REFERENCE MANUFACTURER FOR DETAILSNOTES:
3 APPROX. EXCAVATION LIMITS
FUEL ISLAND CANOPY
31 36
9/30/25
12,000 GALLON TANK DETAIL
28 33
F. E. PETRO
TURBINE
4" MIN.
6" MAX.
VEEDER-ROOT MAG PROBE
SET AT 90%
CL
CL
DROP TUBE
BRINE RESERVOIR
AND INTERSTITIAL
MONITOR
12,000 GALLON XERXES DOUBLE WALLED FIBERGLASS TANK
12,000 GALLON XERXES DOUBLE WALLED FIBERGLASS TANK
12,000 GALLONS
12,000 GALLONS
12,000 GALLON UNDERGROUND FIBERGLASS STORAGE TANK XERXES 10' DIA. DOUBLE-WALL CAP. 12,000 GALLONS TANK DESCRIPTION MANUFACTURER PART NUMBERNO.
1 ITEM
A
B
E
D
C
QTY
1 2
1 1
1 DESCRIPTION
18" DIA HYDROSTATIC MONITORING RESERVOIR WITH 4" NPT FITTING 4" NPT SERVICE FITTINGS
22" DIA MANWAY WITH 5 - 4" NPT FITTINGS IN COVER
48" DIA DW CONTAINMENT & 72" HIGH DOUBLE WALL BRINE MONITORED CONTAINMENT SUMP WITH 36" DIA WATERTIGHT TOP COVER 42" DIA DW CONTAINMENT & 72" HIGH DOUBLE WALL BRINE MONITORED CONTAINMENT SUMP WITH 32" DIA WATERTIGHT TOP COVER 23' 8.50"
7' 6"7' 6"
10' 4" O.D.
10' 0" I.D.
EA
B
C
D
FLAPPER REQUIRED
SET AT 95%
ISSUED FOR CONSTRUCTION
05/30/2024
32 348
56 107
10 5648
567 7321
9 9
2.4'
4.5'1.9'3.0'4.0'
FUEL PUMP DETAILN.T.S
NORTH0GRAPHIC SCALE IN FEET
5 2.5510
12345678910
REMOVE EXISTING FUEL FOCUS ASSET MANAGEMENT CONSOLE. STORE FORFUTURE RECONNECTION BY CITY FORCES.REMOVE EXISTING LIGHT POLEREMOVE EXISTING HOSE VAULTREMOVE EXISTING PCC CURB ISLANDREMOVE EXISTING FUEL DISPENSERINSTALL GASBOY ATLAS FUEL DISPENSER: MODEL 9852KTW-1(ISLAND-ORIENTED), AND RECONNECT ALL PIPING; SEE DETAIL THIS SHEETCONSTRUCT FUEL CANOPY COLUMNS; SEE SHEET 6CONSTRUCT 6" PCC CURB ISLANDPATCH OR REPLACE CONCRETE SURFACE WITHIN LIMITS OF WORK; CONCRETESHALL BE 8" THICK 560-C-3500 REINFORCED WITH NO. 4 BARS, 18" O.C., OVER 4"AGGREGATE BASE.CONSTRUCT FUEL CANOPY; SEE SHEET 6
CONSTRUCTION NOTES
LEGENDEXISTING FINISHED GRADE SPOT ELEVATIONEXISTING 0.5' CONTOUR*EXISTING 2.5' CONTOUR CONCRETECHAIN LINKELECTRICAL EQUIPMENT*NOTE: CONTOUR INTERVAL IS 1'C/LE LIGHT STANDARDBACKFLOW PREVENTER RISERCONCAREA DRAINDRAIN INLETASPHALTADDIACGPWATER VALVEGUARD POSTSTORM DRAIN MANHOLE(UNLESS OTHERWISE NOTED)SET CONTROL POINTFIRE DEPARTMENT CONNECTIONFG:(365.73)1003
1.INSTALL GASBOY ATLAS MODEL 9852KTW1 STD-FLOW TWIN1 PUMP2.REFERENCE MANUFACTURER FOR DETAILSNOTES:
3 APPROX. EXCAVATION LIMITS
FUEL ISLAND CANOPY
32 36
9/30/25
DISPENSER DETAILS
29 33
1011
1 8
7 6
DSL 9
1 5
3 2
87 4
ISD Flow Meter
(installed anywhere
in vapor line above
shear valve)
Pressure sensing port
ISD Pressure sensor
(in 1 dispenser only)
Vapor return line
from dispenser
Vapor return line
shear valve
Flow Meter and Pressure
Sensor wiring may share
the same conduit
Pitch to drain 1/4"
per 12" horizontal
1/4" O.D. rigid
tubing as required
OUTLET
Flow meter end view
INLET
Cable
Cable
Junction box
Seal off
Conduit to
TLS Console
A test port is required for
introducing liquid during
TP-201.4 dynamic
backpressure test.
Top of island
DISPENSER SUMP
DISPENSER HYDRAULICS CABINET
FROM
HEALY PUMP
Arrow must
point down
*NOTE: ISD VAPOR PRESSURE SENSOR TO BE
INSTALLED IN DISPENSER CLOSEST TO UST'S
(DISPENSER #1/2)
GASBOY ATLAS (1+0) DIESEL ONLY DISPENSER
NO. PART NUMBERMANUFACTUREREQUIPMENT DESCRIPTION
GASBOY ATLAS 1+0
VST-EVR-NBBK-2
VSTA-EVR-SBKA
532366640-00100
532366641-08031
532331724-00174
3360
532331724-00974
159503-03
VR-330020-585
VR-330020-515
VR-794380-208
336.02
106
GASBOY
VST
VST
CONTINENTAL
CONTINENTAL
CONTINENTAL
HUSKY
CONTINENTAL
HUSKY
VEEDER-ROOT
VEEDER-ROOT
VEEDER-ROOT
VEEDER-ROOT
VEEDER-ROOT
GASBOY ATLAS DISPENSER 1 + 0
EVR NOZZLE
BREAKAWAY
12" COAXIAL HOSE
8' COAXIAL HOSE
DIESEL 12" WHIP HOSE
DIESEL BREAKAWAY
DIESEL 8' HOSE
DIESEL NOZZLE
VAPOR FLOW METER (ISD)
VAPOR PRESSURE SENSOR (ISD)
SUMP SENSOR (NON DISCRIMINATING)
TLS-350 SOFTWARE UPGRADE
ISD SOFTWARE UPGRADE
1 2
3 4
5 6
7 8
9 10
11 12
13 14
ISD ABOVE SHEAR VALVE DETAIL
NOTE: All Required warning and
notice sign-age to be installed
on dispenser prior to final inspection
In any event that product should be released
from inside the dispenser it will fall into
and be contained in the dispenser UDC
In any event that product should be released
from inside the dispenser it will fall into
and be contained in the dispenser UDC
NOTE: All Required warning and
notice sign-age to be installed
on dispenser prior to final inspection
GASBOY ATLAS (1+0) GASOLINE ONLY DISPENSER
3' MAX SEPARATION
BUMPER POST DETAIL
6"
diameter,
concrete-
filled
3'-0"4'-0"6" CONCRETE
BELOW POST
AND AT SIDES
MIN. 18"
NOTE: BUMPER POSTS TO
HAVE A MAXINUM SEPARATION
OF 4' BETWEEN POSTS
1011
1 8
7 6
DSL 9
1 5
3 2
87 4
12 12
ISD Flow Meter
(installed anywhere
in vapor line above
shear valve)
Pressure sensing port
ISD Pressure sensor
(in 1 dispenser only)
Vapor return line
from dispenser
Vapor return line
shear valve
Flow Meter and Pressure
Sensor wiring may share
the same conduit
Pitch to drain 1/4"
per 12" horizontal
1/4" O.D. rigid
tubing as required
OUTLET
Flow meter end view
INLET
Cable
Cable
Junction box
Seal off
Conduit to
TLS Console
A test port is required for
introducing liquid during
TP-201.4 dynamic
backpressure test.
Top of island
DISPENSER SUMP
DISPENSER HYDRAULICS CABINET
FROM
HEALY PUMP
Arrow must
point down
*NOTE: ISD VAPOR PRESSURE SENSOR TO BE
INSTALLED IN DISPENSER CLOSEST TO UST'S
(DISPENSER #1/2)
GASBOY ATLAS (1+0) DIESEL ONLY DISPENSER
NO. PART NUMBERMANUFACTUREREQUIPMENT DESCRIPTION
GASBOY ATLAS 1+0
VST-EVR-NBBK-2
VSTA-EVR-SBKA
532366640-00100
532366641-08031
532331724-00174
3360
532331724-00974
159503-03
VR-330020-585
VR-330020-515
VR-794380-208
336.02
106
GASBOY
VST
VST
CONTINENTAL
CONTINENTAL
CONTINENTAL
HUSKY
CONTINENTAL
HUSKY
VEEDER-ROOT
VEEDER-ROOT
VEEDER-ROOT
VEEDER-ROOT
VEEDER-ROOT
GASBOY ATLAS DISPENSER 1 + 0
EVR NOZZLE
BREAKAWAY
12" COAXIAL HOSE
8' COAXIAL HOSE
DIESEL 12" WHIP HOSE
DIESEL BREAKAWAY
DIESEL 8' HOSE
DIESEL NOZZLE
VAPOR FLOW METER (ISD)
VAPOR PRESSURE SENSOR (ISD)
SUMP SENSOR (NON DISCRIMINATING)
TLS-350 SOFTWARE UPGRADE
ISD SOFTWARE UPGRADE
1 2
3 4
5 6
7 8
9 10
11 12
13 14
ISD ABOVE SHEAR VALVE DETAIL
NOTE: All Required warning and
notice sign-age to be installed
on dispenser prior to final inspection
In any event that product should be released
from inside the dispenser it will fall into
and be contained in the dispenser UDC
In any event that product should be released
from inside the dispenser it will fall into
and be contained in the dispenser UDC
NOTE: All Required warning and
notice sign-age to be installed
on dispenser prior to final inspection
GASBOY ATLAS (1+0) GASOLINE ONLY DISPENSER
3' MAX SEPARATION
BUMPER POST DETAIL
6"
diameter,
concrete-
filled
3'-0"4'-0"6" CONCRETE
BELOW POST
AND AT SIDES
MIN. 18"
NOTE: BUMPER POSTS TO
HAVE A MAXINUM SEPARATION
OF 4' BETWEEN POSTS
BOLLARDS
BOLLARD
ISSUED FOR CONSTRUCTION
05/30/2024
32 348
56 107
10 5648
567 7321
9 9
2.4'
4.5'1.9'3.0'4.0'
FUEL PUMP DETAILN.T.S
NORTH0GRAPHIC SCALE IN FEET
5 2.5510
12345678910
REMOVE EXISTING FUEL FOCUS ASSET MANAGEMENT CONSOLE. STORE FORFUTURE RECONNECTION BY CITY FORCES.REMOVE EXISTING LIGHT POLEREMOVE EXISTING HOSE VAULTREMOVE EXISTING PCC CURB ISLANDREMOVE EXISTING FUEL DISPENSERINSTALL GASBOY ATLAS FUEL DISPENSER: MODEL 9852KTW-1(ISLAND-ORIENTED), AND RECONNECT ALL PIPING; SEE DETAIL THIS SHEETCONSTRUCT FUEL CANOPY COLUMNS; SEE SHEET 6CONSTRUCT 6" PCC CURB ISLANDPATCH OR REPLACE CONCRETE SURFACE WITHIN LIMITS OF WORK; CONCRETESHALL BE 8" THICK 560-C-3500 REINFORCED WITH NO. 4 BARS, 18" O.C., OVER 4"AGGREGATE BASE.CONSTRUCT FUEL CANOPY; SEE SHEET 6
CONSTRUCTION NOTES
LEGENDEXISTING FINISHED GRADE SPOT ELEVATIONEXISTING 0.5' CONTOUR*EXISTING 2.5' CONTOUR CONCRETECHAIN LINKELECTRICAL EQUIPMENT*NOTE: CONTOUR INTERVAL IS 1'C/LE LIGHT STANDARDBACKFLOW PREVENTER RISERCONCAREA DRAINDRAIN INLETASPHALTADDIACGPWATER VALVEGUARD POSTSTORM DRAIN MANHOLE(UNLESS OTHERWISE NOTED)SET CONTROL POINTFIRE DEPARTMENT CONNECTIONFG:(365.73)1003
1.INSTALL GASBOY ATLAS MODEL 9852KTW1 STD-FLOW TWIN1 PUMP2.REFERENCE MANUFACTURER FOR DETAILSNOTES:
3 APPROX. EXCAVATION LIMITS
FUEL ISLAND CANOPY
33 36
9/30/25
ADA COMPLIANCE DETAILS
46" MAX
OPERATIONAL PARTS
10" MAX
OBSTRUCTION
DISPENSER ISLAND
DRIVE SLAB
No smoking. Shut off motor.
Discharge your static electricity before fueling
by touching a metal surface away from the nozzle.
To prevent static charge, do not reenter
your vehicle while gasoline is pumping.
If a fire starts, do not remove nozzle
and back away immediately.
It is unlawful and dangerous to dispense gasoline
into unapproved containers.
No filling of portable containers in or on a motor vehicle.
Place container on ground before filling
nozzle
instructions
WARNING SIGNS SHALL BE PROVIDED
ON ALL DISPENSERS IN CONFORMANCE
WITH SECTION 2305.6 CFC
NOZZLE OPERATION
INSTRUCTIONS SHALL
BE PROVIDED ON
ALL DISPENSERS
IN CONFORMANCE WITH
SECTION 2304.4.2 CFC
KEY PAD, DISPLAY KEYS
AND All OPPERATIONAL
PARTS SHALL BE IN COMPLIANCE
WITH THE 2016 CBC SERIES
11B-707.2, 11B-707.3, 11B-707.7.2
AND 11B-707.9
30 33
IN CASE OF FIRE, SPILL OR RELEASE
1. USE EMERGENCY PUMP SHUTOFF
2. REPORT THE ACCIDENT!
FIRE DEPARTMENT TELEPHONE NO._______
FACILITY ADDRESS:
2480 IMPALA DRIVE, CARLSBAD, CA 92010
EMERGENCY SIGN SHALL BE
PROVIDED ON ALL DISPENSERS
ISSUED FOR CONSTRUCTION
05/30/2024
32 348
56 107
10 5648
567 7321
9 9
2.4'
4.5'1.9'3.0'4.0'
FUEL PUMP DETAILN.T.S
NORTH0GRAPHIC SCALE IN FEET
5 2.5510
12345678910
REMOVE EXISTING FUEL FOCUS ASSET MANAGEMENT CONSOLE. STORE FORFUTURE RECONNECTION BY CITY FORCES.REMOVE EXISTING LIGHT POLEREMOVE EXISTING HOSE VAULTREMOVE EXISTING PCC CURB ISLANDREMOVE EXISTING FUEL DISPENSERINSTALL GASBOY ATLAS FUEL DISPENSER: MODEL 9852KTW-1(ISLAND-ORIENTED), AND RECONNECT ALL PIPING; SEE DETAIL THIS SHEETCONSTRUCT FUEL CANOPY COLUMNS; SEE SHEET 6CONSTRUCT 6" PCC CURB ISLANDPATCH OR REPLACE CONCRETE SURFACE WITHIN LIMITS OF WORK; CONCRETESHALL BE 8" THICK 560-C-3500 REINFORCED WITH NO. 4 BARS, 18" O.C., OVER 4"AGGREGATE BASE.CONSTRUCT FUEL CANOPY; SEE SHEET 6
CONSTRUCTION NOTES
LEGENDEXISTING FINISHED GRADE SPOT ELEVATIONEXISTING 0.5' CONTOUR*EXISTING 2.5' CONTOUR CONCRETECHAIN LINKELECTRICAL EQUIPMENT*NOTE: CONTOUR INTERVAL IS 1'C/LE LIGHT STANDARDBACKFLOW PREVENTER RISERCONCAREA DRAINDRAIN INLETASPHALTADDIACGPWATER VALVEGUARD POSTSTORM DRAIN MANHOLE(UNLESS OTHERWISE NOTED)SET CONTROL POINTFIRE DEPARTMENT CONNECTIONFG:(365.73)1003
1.INSTALL GASBOY ATLAS MODEL 9852KTW1 STD-FLOW TWIN1 PUMP2.REFERENCE MANUFACTURER FOR DETAILSNOTES:
3 APPROX. EXCAVATION LIMITS
FUEL ISLAND CANOPY
34 36
9/30/25
TANK HOLE DETAIL
1' 0"
MINIMUM
2' 0"
MINIMUM
1' 0"
MINIMUM
GRAVEL
BACKFILL
2' 0"
MINIMUM
2' 0"
MINIMUM
3' 0"
MINIMUM
SIDE VIEW
FINISHED GRADE
END VIEW
FINISHED GRADE
3' 0"
MINIMUM
31 33
ISSUED FOR CONSTRUCTION
05/30/2024
32 348
56 107
10 5648
567 7321
9 9
2.4'
4.5'1.9'3.0'4.0'
FUEL PUMP DETAILN.T.S
NORTH0GRAPHIC SCALE IN FEET
5 2.5510
12345678910
REMOVE EXISTING FUEL FOCUS ASSET MANAGEMENT CONSOLE. STORE FORFUTURE RECONNECTION BY CITY FORCES.REMOVE EXISTING LIGHT POLEREMOVE EXISTING HOSE VAULTREMOVE EXISTING PCC CURB ISLANDREMOVE EXISTING FUEL DISPENSERINSTALL GASBOY ATLAS FUEL DISPENSER: MODEL 9852KTW-1(ISLAND-ORIENTED), AND RECONNECT ALL PIPING; SEE DETAIL THIS SHEETCONSTRUCT FUEL CANOPY COLUMNS; SEE SHEET 6CONSTRUCT 6" PCC CURB ISLANDPATCH OR REPLACE CONCRETE SURFACE WITHIN LIMITS OF WORK; CONCRETESHALL BE 8" THICK 560-C-3500 REINFORCED WITH NO. 4 BARS, 18" O.C., OVER 4"AGGREGATE BASE.CONSTRUCT FUEL CANOPY; SEE SHEET 6
CONSTRUCTION NOTES
LEGENDEXISTING FINISHED GRADE SPOT ELEVATIONEXISTING 0.5' CONTOUR*EXISTING 2.5' CONTOUR CONCRETECHAIN LINKELECTRICAL EQUIPMENT*NOTE: CONTOUR I C/LE LIGHT STANDARDBACKFLOW PREVENTER RISERCONCAREA DRAINDRAIN INLETASPHALTADDIACGPWATER VALVEGUARD POSTSTORM DRAIN MANHOLE(UNLESS OTHERWISE NOTED)SET CONTROL POINTFIRE DEPARTMENT CONNECTIONFG:(365.73)1003
1.INSTALL GASBOY ATLAS MODEL 9852KTW1 STD-FLOW TWIN1 PUMP2.REFERENCE MANUFACTURER FOR DETAILSNOTES:
3 APPROX. EXCAVATION LIMITS
FUEL ISLAND CANOPY
33 36
35 22
9/30/25
VACUUM ZONES & SENSOR LAYOUT
32 33
AREA OF WORKAREA OF WORK
AREA OF WORKAREA OF WORK
AREA OF WORK AREA OF WORK
AREA OF WORKAREA OF WORK
IMPALA DR.
ORION ST.
BUILDING
1+0 1+01+0
87— REGULAR MAIN
TS
TS
20,000 GALLONS
F
VF S
F
VF S
DIESEL
TS
F
F S
12,000 GALLONS
20,000 GALLONS
87— REGULAR SECONDARY
VENT PIPES &
CARBON CANISTER
N
TLS
1 24
3 6
5 COMPLIANCE
WORKBOOKS
MSDSs
T STSTSTSTSTSTSTSTS1TS-
T STSTSTSTSTSTSTSTS3TS-
T STSTSTSTSTSTSTSTS2TS-
FS-1
FS-2
FS-3
AAAAAAAAA
AAAAAAAAA
AAAAAAAAA
UDC-3 UDC-2 UDC-1
VACUU
VAC
SENSO
3 DISP
(UDC-1
VEEDER
VEEDER
1 VEN
VEEDER
VEEDER
3 FILL
VEEDE
VEEDE
ESO
ESO
OA
VS-1
FE
PRODUCT LINES
3" OVER 2" 87 UNLEADED
3" OVER 2" DIESEL
3" OVER 2" VAPOR LINE
4" OVER 3" VAPOR LINE
PIPING LEGEND
VENT LINES
3" OVER 2" 87 UNLEADED
3" OVER 2" DIESEL
A — Annular
T S — Turbine Sump
F — Fill bucket
V — Vapor recovery bucket
F S — Fill Sump
1+0 — Single product dispenser
(SPD) with a single nozzle
(per side) to dispense
either gasoline or Diesel.
LEGEND
— Emergency Shutoff SwitchESO
— Veeder Root TLS-350TLS
— Overfill AlarmOA
VACUUM SENSOR KIT #2 - DIESEL TURBINE SUMP
ZONE #4 - DIESEL PRODUCT LINE
ZONE #5 - DIESEL VENT LINE
VACUUM SENSOR KIT #1 - 87 TURBINE SUMP PIPE LENGTH SECONDARY VOLUME QUANTITY ZONE #1 - 87 PRODUCT LINE
ZONE #2 - 87 VENT LINE 25 feet ZONE #3 - VAPOR RETURN LINE & 55 feet
VACUUM ZONE LEGEND & CALCULATIONS
0.19 cubic feet
55 feet
40 feet
0.71 cubic feet
0.43 cubic feet
0.30 cubic feet
0.41 cubic feet
30 feet
VEEDER–ROOT TLS-350
SENSORS , PROBES, & Line Leak Detectors
3 TURBINE SUMPs — ( TS-1 - TS-3)
SENSORS
3 DISPENSER UDC s —
(UDC-1 - UDC-3)
VEEDER-ROOT 794380-208 Sump Sensors
VEEDER-ROOT 794380-304 Sump Sensors
LINE LEAK DETECTORS
3 PLLDs — (TS-1, TS-2, TS-3)
VEEDER-ROOT 848480-001 PLLD Sensors
VEEDER-ROOT 794380-208 Sump Sensor
VEEDER-ROOT 794380-304 Sump Sensor
1 VENT SUMP — ( VS-1)
VEEDER-ROOT 794380-208 Sump Sensor
VEEDER-ROOT 794380-304 Sump Sensor
PROBES
3 MAG PROBES — (TS-1 - TS-3)
VEEDER-ROOT 847390-109 MAG PLUS
3 FILL SUMPs — (FS-1 - FS-3)
VEEDER-ROOT 794380-208 Sump Sensor
VEEDER-ROOT 794380-304 Sump Sensor
3 ANNULAR — ( A-1 - A-3)
VEEDER-ROOT 794380-303 Sensors
TLS-450PLUS
NOTE: PIPING SHOWN HEREON IS SCHEMATIC.
SEE SHEET 22 FOR DETAILS
ISSUED FOR CONSTRUCTION
05/30/2024
32 348
56 107
10 5648
567 7321
9 9
2.4'
4.5'1.9'3.0'4.0'
FUEL PUMP DETAILN.T.S
NORTH0GRAPHIC SCALE IN FEET
5 2.5510
12345678910
REMOVE EXISTING FUEL FOCUS ASSET MANAGEMENT CONSOLE. STORE FORFUTURE RECONNECTION BY CITY FORCES.REMOVE EXISTING LIGHT POLEREMOVE EXISTING HOSE VAULTREMOVE EXISTING PCC CURB ISLANDREMOVE EXISTING FUEL DISPENSERINSTALL GASBOY ATLAS FUEL DISPENSER: MODEL 9852KTW-1(ISLAND-ORIENTED), AND RECONNECT ALL PIPING; SEE DETAIL THIS SHEETCONSTRUCT FUEL CANOPY COLUMNS; SEE SHEET 6CONSTRUCT 6" PCC CURB ISLANDPATCH OR REPLACE CONCRETE SURFACE WITHIN LIMITS OF WORK; CONCRETESHALL BE 8" THICK 560-C-3500 REINFORCED WITH NO. 4 BARS, 18" O.C., OVER 4"AGGREGATE BASE.CONSTRUCT FUEL CANOPY; SEE SHEET 6
CONSTRUCTION NOTES
LEGENDEXISTING FINISHED GRADE SPOT ELEVATIONEXISTING 0.5' CONTOUR*EXISTING 2.5' CONTOUR CONCRETECHAIN LINKELECTRICAL EQUIPMENT*NOTE: CONTOUR INTERVAL IS 1'C/LE LIGHT STANDARDBACKFLOW PREVENTER RISERCONCAREA DRAINDRAIN INLETASPHALTADDIACGPWATER VALVEGUARD POSTSTORM DRAIN MANHOLE(UNLESS OTHERWISE NOTED)SET CONTROL POINTFIRE DEPARTMENT CONNECTIONFG:(365.73)1003
1.INSTALL GASBOY ATLAS MODEL 9852KTW1 STD-FLOW TWIN1 PUMP2.REFERENCE MANUFACTURER FOR DETAILSNOTES:
3 APPROX. EXCAVATION LIMITS
FUEL ISLAND CANOPY
33 36
36 9/30/25
BUOYANCY CALCULATIONS
33 33
12,000 GALLON UST 20,000 GALLON UST
ISSUED FOR CONSTRUCTION
05/30/2024
00 01 01 TITLE PAGE Date Printed: June 3, 2024
Document Version: 1.0 Current Update: February 2024
CITY OF CARLSBAD
Agency Technical Specifications
for Fleet Fuel Island Upgrade
Project No. 4747
PWS24-2282FAC
1635 Faraday Ave, Carlsbad, CA 92008
Email: [email protected]
Division 02 Date Printed: June 3, 2024
Document Version: 1.0 Current Update: February 2024
Table of Contents
02 41 00 DEMOLITION ............................................................................................................ 3 DIVISION 10 SPECIALTIES ........................................................................................................... 11 10 14 00 SIGNAGE ................................................................................................................ 11 DIVISION 26 ELECTRICAL ............................................................................................................ 13 DIVISION 33 UTILITIES ................................................................................................................ 15 33 52 10 FUELING SYSTEM ................................................................................................... 15
Division 02 Date Printed: June 3, 2024
Document Version: 1.0 Current Update: February 2024
DIVISION 02 – DEMOLITION AND STRUCTURE REMOVAL
02 41 00 DEMOLITION
PART 1 GENERAL
1.1 SUMMARY OF WORK: REMOVE EXISTING FUEL SYSTEM
The Contractor shall furnish all labor, material, tools, transportation and equipment necessary to remove and dispose of the three (3) existing Underground Storage Tanks (UST)s, and associated equipment. Removal items include:
A. Remove and store Fuel Management System
B. Remove existing dispensers, piping, hoses, pumps, sensors, and consoles.
C. Saw-cut concrete for removal of existing tanks (2) 20,000-gallons, (1) 12,000-gallons.
D. Remove and dispose of concrete. Removal of possible dead man anchors.
E. Remove island curbs.
F. Notify Agency of suspected contaminated soil, so that soil analysis may be performed to determine if remediation work is required.
G. Remove and dispose of existing wiring as per Project Plans.
H. Remove tank monitoring system and provide control unit to Agency.
I. Remove and dispose of tanks along with ancillary equipment, provide certificates of destruction to Agency for tanks.
J. Remove light poles and bollards.
K. Cut and cap water pipeline to island.
Work includes safe removal and disposal of residual fuel in tanks, piping and dispensers. The Contractor may be required to manage petroleum contaminated soil if encountered.
1.2 ENVIRONMENTAL
This section specifies requirements for the environmental and tank assessment, permitting, removal and disposal of the UST(s) and is intended to supplement the construction/installation specifications. Generally, the work shall include, but not be limited to:
A. Characterize (any testing that may be required by a disposal facility), containerize, remove, and properly dispose of residual fuels from the designated tanks and appurtenant piping.
B. Clean, remove, and dispose of USTs, and appurtenant piping for the tanks. The work shall include the removal and proper disposal of fuel and residual in the tanks and associated piping between the tanks and the fuel island.
Division 02 Date Printed: June 3, 2024
Document Version: 1.0 Current Update: February 2024
C. Perform all sampling and testing required to properly profile the material for waste disposal. This shall also include all testing required by the disposal or recycling facility.
D. All costs for the testing shall be borne by the Contractor.
E. Coordinate work with the Agency by providing a weekly look ahead schedule for anticipated work, including sampling, removal notifications, and manifests and/or Bills of Lading for all contaminated materials removed from the Site.
F. Comply with the Contractor’s submitted Health and Safety Plan.
1.3 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.4 DEFINITIONS
A. API: American Petroleum Institute.
B. CARB: California Air Resources Board
C. CCR: California Code of Regulations
D. CUPA: Certified Unified Program Agencies
E. FRP: Fiberglass-Reinforced Plastic
F. HASP: Health and Safety Plan.
G. ICC: International Code Council
H. LEL: Lower Explosive Limit
I. NFPA: National Fire Protection Association
J. OSHA: Occupational Safety and Health Administration.
K. PEI: A. Petroleum Equipment Installation Institute
L. PID: Photoionization Detector
M. PSI: Pounds per square inch
N. SDCAPCD: San Diego County Air Pollution Control District O. USA: Underground Service Alert
P. UST: Underground Storage Tank.
1.5 ACTION SUBMITTALS
A. Licenses / Certifications
The Contractor must submit the names of an A, B, C-36, or C-61 license for UST removal with the HAZ - Hazardous Substance Removal Certification and a designated onsite foreman, certified as an UST installers/ decommissioner, meeting the minimum requirements for installations must be listed. The foreman must be always onsite while Work takes place. Workers must be under the direct supervision of an individual physically present at the work site who meets the following requirements:
Division 02 Date Printed: June 3, 2024
Document Version: 1.0 Current Update: February 2024
1. The individual has been adequately trained as evidenced by a current certificate of training issued by the manufacturer(s) of the underground storage tank system components.
2. The individual shall possess a current underground storage tank system installation/retrofitting certificate from the International Code Council (ICC).
3. The individual shall be licensed with State of California ICC U1 -UST Install Retrofit and ICC U2 UST decommissioning.
B. Notifications:
1. The Contractor shall Notify the Agency 30-days before the start of work to ensure the Agency has submitted proper notifications to the San Diego County Environmental health and Quality, San Diego County Air Pollution Control District (SDCAPCD), and the CUPA.
2. Three days before any excavation, the Contractor Shall notify Underground Service Alert (USA) DigAlert by calling 811 and obtaining proper clearance. In addition, the Contractor shall hire a Private Utility Locator to mark out electrical, gas, septic, water, communications, and drainage lines on the municipal property.
3. If evidence of contamination is encountered/observed (including but not limited to: organic vapor measuring equipment readings; visual staining/discoloration; and olfactory indicators) during the removal activities, the Contractor will notify the Agency immediately.
C. Demolition Plan:
The Contractor shall prepare a UST demolition plan for review with the Agency to confirm means and methods for demolition. The plan shall include procedures and schedule for the following:
1. A detailed operations schedule (dates and hours of work).
2. A description of the project approach covering methods for excavation, staging, sampling, analysis, removal, lifting, transportation and disposal of all waste.
3. Description of soil removal methods to be employed, including excavation protection.
4. Description of the waste segregation and staging methods to be used for soils, sludges, concrete, polyethylene sheeting, and spent personal protective equipment (PPE).
5. Methods to be used for cleaning the tank and piping.
Division 02 Date Printed: June 3, 2024
Document Version: 1.0 Current Update: February 2024
6. Identification of all laboratories, waste transporters, and disposal facilities.
7. Description of methods to be employed to prevent impact to storm water from staged petroleum-contaminated soil, if encountered.
8. The Excavated Materials Disposal Plan shall include a listing (name, address, contact) of all transportation and disposal facilities to be utilized with appropriate permits/registrations for all materials removed, including, but not limited to tank, piping , concrete pad, tank contents including sludges, wash water, contaminated soil and groundwater, and used PPE. Written confirmation shall be submitted from each of the disposal or recycling facilities indicating that they will accept the specific waste str eam (tank, piping, sludges, etc.) to be removed as part of this work.
9. Prepare Project Health and Safety Plan.
1.6 QUALITY ASSURANCE
A. Hazard Communication Standard:
The Contractor performing Work for the Agency shall comply with OSHA Hazard Communication Standard 29 CFR Part 1910.1200 and 29 CFR 1926.1101 Section (d)(1) Multi-Employer Work-Site as applicable. In order to provide a safe and healthy environment to all site occupants, the Agency requires the following:
1. For each chemical product used on the site, the Contractor shall provide a copy of the Safety Data Sheet (SDS) to the Agency.
2. Report to the Engineer all spills and personnel exposures occurring in the course of Work on site. The Contractor will be responsible for all spills, personnel exposures, and will bear the cost of cleanup.
When reporting a spill, the Contractor shall supply the following information:
• Substance(s) spilled
• Quantity of spill
• Personal injury involved
• Exact location of spill
• Containment procedures initiated
• Anticipated clean up and disposal procedures
• Disposal location of spill residue
• Assistance required
Division 02 Date Printed: June 3, 2024
Document Version: 1.0 Current Update: February 2024
• Narrative summarizing all communication with Local, State, and Federal offices and media contacts with their names and telephone numbers or addresses
The Contractor shall take immediate action to clean up the spill unless directed otherwise by the Agency.
B. UST Removal Guidance and References:
1. PEI: Publication RP1700 - Recommended Practices for the Closure of Underground Storage Tank and Shop-Fabricated Aboveground Storage Tank Systems.
2. API: 1604 Closure of Underground Petroleum Storage Tanks.
3. API: 2003 Protection Against Ignitions Arising Out of Static, and Stray Currents
4. API: 2015 Requirements for Safe Entry and Cleaning of Petroleum Storage Tanks
5. NFPA 30, Flammable and Combustible Liquids Code/ NFPA 30A, Motor Fuel Dispensing Facilities and Repair Code
6. NFPA 70, National Electric Code (NEC)
7. U.S. Dept of Labor, Occupational Safety and Health Administration (OSHA) 29 CFR 1910.206, Flammable and Combustible Liquids
29 CFR 1910.106, Personal Protective Equipment
8. California Code of Regulations (CCR) Title 22 CCR Hazardous Waste Regulation
9. San Diego Regional Water Board: CCR Title 23 State of California Water Resource Control Board’s Title 23 UST Tank Regulations
10. CCR Title 24 California Building Standards Code
11. State Water Resources Control Board (SWRCB)
i. National Pollutant Discharge Elimination System (NPDES) California Storm Water BMP Handbook for Construction, Development, and Industrial and Commercial.
12. State Water Resources Control Board (SWRCB) National Pollutant Discharge Elimination System (NPDES)
13. San Diego Department of Environmental Health and Quality (DEHQ)
14. San Diego County Air Pollution Control District; California Air Resources Board (CARB) Rules and Regulations
Division 02 Date Printed: June 3, 2024
Document Version: 1.0 Current Update: February 2024
15. 2022 California Fire Code
i. Unidocs: UN-001 UST Closure
ii. UN-002 Sump Closure
All work specified herein shall conform to or exceed the requirements of the above referenced codes, regulations, and; provided, that whenever the provisions of said publications are in conflict with the requirements specified herein, the stringent requirement shall apply.
The Contractor is responsibility to conform with State of California Water Resource Board, CUPA, SDAPCD, and CARB requirements for UST removal and installation. This includes the Hazardous Waste Tank Closure Form.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION
1.1 GENERAL:
Provide suitable personnel, material and equipment to clean and remove the fuel piping and tanks and all sludge and liquids that may be in the piping and tanks prior to removal. Take all necessary precautions during removal of the tanks to prevent spills or damage to utilities adjacent to the area.
A. Project Security:
Construction fencing shall be erected before any construction work, excavation or other site preparation begins. The design of all construction fencing must meet current OSHA standards. Fencing needs to be installed to prevent public access to any construction sites/areas. When fencing is required, it will surround the entire construction activity and be kept in place throughout the construction activity and not removed until the need has ceased and the area made safe.
The construction fencing will be reviewed and accepted by the Engineer a minimum of one week prior to its installation. A site logistic plans for fencing shall be submitted by the Contractor. Depending upon the need for protection, construction fencing can be 48” or 60” high. It is not acceptable to place “construction tape” or hazard cones around excavations.
B. Locate and clearly mark all subsurface utilities in the area of excavation. Conduct activities to minimize interference with, and to protect the existing surfaces of, adjacent structures and utilities.
Division 02 Date Printed: June 3, 2024
Document Version: 1.0 Current Update: February 2024
C. Perform tank removal in a manner that will minimize dust, noise, and other nuisance and maintain haul routes for disposal of material clean and free of debris.
D. Stockpile: Soil backfill material shall be stored on site for reuse. Stockpiles shall be kept 5 feet beyond the limits of the excavation. Unsatisfactory soil, per the Geotechnical Report and Engineer, shall be kept separately from reuse soil. Stockpiles shall be kept in a neat and well drained condition. Always consider drainage.
1.2 TANK AND PIPING LIQUID REMOVAL:
A. All electrical, water, gas, and other utility services to the demo area shall be de-energized prior to removal of the UST. (Lock-Out-Tag-Out).
A. Bond equipment to UST and ground tank to a separate ground when purging tank with compressed air or inert gas under pressure. Purge product lines with nitrogen back to the tank to remove excess fuel in pipelines. Remove all products to their lowest draw- off point. Per SDCAPCD all product in piping to be drained back to the USTs and that the residual free product remaining in the USTs is less than 1/1000 the volume of the original tank size.
B. Use a vacuum truck to remove liquid residuals from the UST. Ensure proper grounding.
Direct vacuum exhaust away from possible ignition sources.
C. Perform final cleaning by triple water rinse of UST with detergent (Simple Green) at 15 psi. Collect liquid with vacuum truck each rinse cycle.
1.3 UST TANK AND PIPING REMOVAL
A. Remove UST ancillary equipment (pump turbine, UST sensors, and drop tubes).
B. Flammable vapors shall be removed from the USTs by displacement with inert gas. The vapors shall be made inert by adding solid carbon dioxide, (dry ice), in the amount of 1.5 pounds per 100 gallons of tank capacity. The dry ice shall be crushed and distributed evenly over the greatest possible area to ensure rapid sublimation. All available tank openings shall be open to the atmosphere during this procedure to ensure rapid dissipation of the dry ice.
C. To evaluate the effectiveness of the dry ice procedure, the Contractor shall use a suitably calibrated instrument to determine if the resultant vapor mixture within the tanks exceeds ten percent of the Lower Explosive Limit (LEL). Readings shall be taken throughout the USTs depth wherever access is possible. If the vapors within the tanks exceed ten percent of the LEL, the displacement procedure shall be repeated followed by a recheck of the LEL until the vapors are less than 10 percent of the LEL.
D. Dig down to expose upper half of USTs. During excavation, exercise extreme caution in order to maintain the integrity of the UST.
Division 02 Date Printed: June 3, 2024
Document Version: 1.0 Current Update: February 2024
E. Place excavated contaminated soil material on minimum 6-mil thickness polyethylene in a separate stockpile and protect pending sampling results for appropriate disposal, as hazardous/non-hazardous waste.
F. Disconnect suction, inlet, gauge and all other tank fixtures, except the vent line.
G. Temporarily plug all tank openings, complete the excavation, and remove the tank, placing it in a secure location. Tank must be blocked to prevent movement.
H. Excavate to uncover existing piping associated with the tank. Using no sparking tools, remove tank, hold down straps and dead men, and piping without causing major damage to the tank or piping. Excavate to uncover existing piping associated with the tank.
1.4 UST TANK AND PIPING DISPOSAL
A. The Contractor shall submit a lifting plan ( lifting plan should be reviewed and approved by a qualified individual) for the UST removal for approval by the Engineer.
B. Each UST should be secured onto a truck or vehicle and transported to a certified tank disposal facility, in accordance with all applicable federal, state, and local regulations. The Contractor shall prepare the proper manifests or bills of lading. The facility has an active Environmental Protection Agency (EPA) identification. All waste generated must be shipped under the EPA ID. Waste handlers and haulers shall have proper CA, DOT, and EPA hazardous waste IDs for possible hazardous waste that may be generated during the UST removal.
C. The Agency is responsible for s oil and g roundwater sampling collected per Title 23 CCR 2672 (d) and witnessed by San Diego County Department of Environmental Health and Quality representative. Laboratory sampling will be submitted to a Certified California Testing Laboratory under proper chain of custody. Closure reports shall follow Title 23 requirements.
Assist the Agency with the Unified Program Consolidated Form Hazardous Waste Hazardous Waste Tank Closure Certification form, and coordinate and cooperate with the Agency for the required sampling and testing to be performed.
END OF SECTION
Division 10 Date Printed: June 3, 2024
Document Version: 1.0 Current Update: February 2024
DIVISION 10 – SPECIALTIES
10 14 00 Signage
PART 1 GENERAL
1.1 SIGN COMMUNICATIONS FOR FUEL SYSTEMS
1.2 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.3 DEFINITIONS
A. ANSI: American National Standards Institute
B. NFPA: National Fire Protection Agency
1.4 QUALITY ASSURANCE
Signage shall follow ANSI Z535.4-2023: Product Safety Signs And Labels standards.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION
1.1 SIGN COMMUNICATIONS FOR FUEL SYSTEMS
Signage: See Project Plans. Shall consist of weather resistant stickers or silk-screened aluminum. Signage to include but not limited to:
A. Warning Signs shall be conspicuously posted in dispensing area and shall incorporate the following or equivalent wording:
a. It is unlawful and dangerous to dispense fuel into unapproved containers. b. No smoking
c. Stop motor.
d. No filling of portable containers in or on motor vehicle e. Place container on ground before filling.
f. Discharge your static electricity before fueling by touching a metal surface away from the nozzle.
g. Do not re-enter your vehicle while fueling.
h. Do not allow individuals under licensed age to use the pump.
B. “EMERGENCY STOP BUTTON” sign will be prominently displayed and mounted at the emergency stop buttons.
C. Fire Extinguishers – Fire extinguishers will have heavy duty covers with “FIRE EXTINGUISHER” signs clearly posted on the covers.
D. Lettering on the “NO SMOKING” signs will be white and minimum of 2” in height on a red background.
Division 10 Date Printed: June 3, 2024
Document Version: 1.0 Current Update: February 2024
E. Lettering on the “FLAMMABLE” signs will be white and minimum of 3” in height on a red background.
F. Lettering on the “EMERGENCY STOP BUTTON” and “OVERFILL ALARM” signs will be white and minimum of 2” in height on a red background.
G. Emergency Phone signage (see Division 26 00 00 Section 9)
END OF SECTION
Division 26 Date Printed: June 3, 2024
Document Version: 1.0 Current Update: February 2024
DIVISION 26 – ELECTRICAL
26 00 00 Electrical
PART 1 GENERAL
1.1 SUMMARY OF WORK: INSTALLATION OF ELECTRICAL EQUIPMENT
1.2 RELATED DOCUMENTS
A. Electrical Specifications are presented in the Project Plans.
1.3 DEFINITIONS
A. GRC: Galvanized Rigid Conduit
B. PVC: Polyvinyl Chloride.
C. RMC: Ridge Metal Conduit
PART 2 PRODUCTS
1.1 Conduit: Conduit used for this project shall be installed as per Project Plans. All underground conduits shall be PVC with the last segment and transition from underground elbows being PVC coated GRC. All above grade conduit shall be GRC.
A. Rigid steel conduit (GRC) and fittings
i. Hot dipped galvanized with interior surface coated with baked enamel. ii. Or fittings shall be threaded type with material to match conduit.
B. Liquidtight Flexible Conduit and Fittings
i. Flexible metal conduit with a PVC jacket.
ii. Fittings shall be steel compression type watertight.
C. PVC Plastic Conduit and Fittings
i. Heavy wall polyvinyl chloride, Schedule 40.
ii. Fittings shall be solvent weld type of same material and manufacturer as the conduit.
D. Conduit Supports
i. Conduit clamps and supports shall be steel or malleable iron with galvanized coating.
ii. Use of drive in wood or plumber’s perforated is prohibited.
1.2 Conductors:
A. The cable shall be suitable for the intended application and shall be manufactured consistent with the best commercial practice.
PART 3 EXECUTION
A. Tank Monitoring and Leak Detection: The Contractor will provide and install (1) new Veeder Root TLS 450 console.
Division 26 Date Printed: June 3, 2024
Document Version: 1.0 Current Update: February 2024
A. Tank monitoring and leak detection shall be installed in dedicated low voltage communication conduit.
B. Cable shall be shielded type per manufactures recommendations.
C. Wiring to tank level probe elements to be installed using shielded twisted pair conductor with drain in ¾” conduit.
D. Wiring to tank probes and sensors to be installed using shielded cables such as Beldon 88760, 8760, or 8770 in ¾” conduit or other equivalent brand.
E. Install all probe and sensor modules with tank probes and liquid sensors per Veed Root instruction manual.
F. All wiring to be installed per Veed Root instruction manual and manufactures specifications.
G. Audible / visual overfill alarms must be installed and configured to alarm at 90% capacity.
H. Place all conduit and electrical for future PLLD (electronic leak detection).
B. Fuel Control System: Veeder Root TLS 450l System is to be utilized. The following outlines the general electrical requirements. The Contractor is responsible for verifying and complying with the specific installation requirements for the equipment.
A. The FE Petro system will need to be wired back to dispenser control system. i. Install a 20-amp, 120 Volt, 1-phase circuit for AC power to Fuel management unit from building.
ii. All conduits associated with the FE Petro system to be PVC conduits. With last 5ft GRC.
iii. Install all wiring to dispenser per FE Petro instruction manual. iv. Telephone line using Cat6 cable to be installed to the FE Petro unit from the electrical room located in the building.
v. Install pulse outputs to FE Petro using Belden 8771 conductor or equivalent in ¾” GRC conduits as required.
C. Emergency Disconnect Switches:
A. Emergency disconnect switches shall be installed per Project Plans.
B. Switches shall be clearly identified for their designated purpose.
C. Disconnecting switches in the fueling area shall remove power to the submersible pumps and dispensers.
END OF SECTION
Division 33 Date Printed: June 3, 2024
Document Version: 1.0 Current Update: February 2024
DIVISION 33 – UTILITIES
33 52 10 Fueling System
1.1 SUMMARY OF WORK: INSTALLATION OF NEW UST FUEL SYSTEM A. Provide new Underground Storage Tank (UST) piping, and dispenser systems in accordance with the Project Plans, and the manufacturer’s written instructions, checklists, and warranty requirements for each system component. UST systems include the products, equipment, and systems identified in this section. Components to be installed includes:
1. Install new Veeder Root TLS 450 tank monitoring system.
2. Verify underground utilities. Improve if required.
3. Install two new 20,000-gallon FRP USTs.
4. Install one new 12,000-gallon FRP UST.
5. Install double wall FRP piping from tanks to dispenser island.
6. Install fuel management and leak detection systems.
7. Install new vent rack system.
8. Install new dispenser island with UDCs, Bollards, and dispensers.
9. Install new Canopy.
10. Install new storm water sloped trench drains and oil water separator.
11. Connect new 4” sch 40 PVC sewer pipe to existing VCP sewer pipe connector.
12. Finish concrete and asphalt work per drawings.
13. Install Safety signage at dispenser island and emergency shutoffs.
B. Provide all bedding material as specified on the drawings and these specifications.
1.2 RELATED DOCUMENTS
A. Project Plans and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.3 DEFINITIONS
A. API: American Petroleum Institute.
B. CARB: California Air Resources Board
C. CCR: California Code of Regulations
D. CUPA: Certified Unified Program Agencies
E. ELD: Enhanced Leak Detection
F. FRP: Fiberglass-Reinforced Plastic
G. HASP: Health and Safety Plan.
H. ICC: International Code Council
I. LEL: Lower Explosive Limit
J. NFPA: National Fire Protection Association
K. OSHA: Occupational Safety and Health Administration.
L. PEI: A. Petroleum Equipment Installation Institute
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Document Version: 1.0 Current Update: February 2024
M. PID: Photoionization Detector
N. PSI: Pounds per square inch
O. SDCAPCD: San Diego County Air Pollution Control District P. STP: Submersible turbine pumps
Q. UDC: Under Dispenser Container
R. USA: Underground Service Alert
S. UST: Underground Storage Tank.
1.4 ACTION SUBMITTALS
A. Submit drawings for fabrication and installation of all system components. Include fully dimensioned layout of all piping, equipment and all associated connection details.
Coordinate shop drawings with work of other trades.
B. Certifications of training from all specified UST and FRP piping manufacturers and all required licenses for underground tank installations installers.
C. Primary and secondary tanks shall also be pressure/vacuum tested by the tank manufacturer. Results shall be submitted to the Agency.
D. The Contractor shall submit a lifting plan (lifting plan should be reviewed and approved by a qualified individual) for the UST removal for approval by Engineer.
E. Product Data:
Submit all catalog data and other descriptive literature to fully substantiate the conformance with specifications of equipment and materials submitted. Mark product data to indicate exactly those items that are to be provided and cross out unrelated or non - applicable items. In addition, submit the manufacturer’s detailed installations instruction on all equipment and materials submitted.
1.5 QUALITY ASSURANCE
Installation of all systems shall be performed by a Contractor who is a licensed installer for underground tank systems. The Contractor shall be certified by the tank manufacturer as a trained fiberglass piping and tank installer.
The Contractor shall install compatible components and shall perform all modifications necessary for the proper operation and guarantee of the equipment. If any of the work or equipment fails to meet the Contract Requirements or to function properly, the defects shall be rectified at the Contractor's own expense by readjusting, or by removing and replacing the faulty work or equipment until, under test, the requirements are met.
Equipment and installation necessary to accomplish the work specified herein shall comply with the latest revisions of the applicable federal, state, and local codes and regulations concerning underground or aboveground fuel storage and dispensing systems including but not limited to the following:
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A. American Petroleum Institute (API) 1615b- Installation of underground storage tanks.
B. Petroleum Equipment Installation Institute (PEI)
i Publication RP 100 - Recommended Practices for Installation of Underground Liquid Storage Systems
ii Publication RP 300 - Recommended Practices for Installation and Testing of Vapor Recovery Systems
iii Publication RP 500 – Recommended Practices for Inspection and Maintenance of Motor Fuel Dispensing Equipment
iv Publication RP 1200 – Recommended Practices for the Testing and Verification of Spill, Overfill, Leak Detection and Secondary Containment Equipment at UST Facilities
C. Underwriters Laboratories, Inc. (UL)
i UL-1316 FRP Underground Tanks for Flammable and Combustible Liquids ii UL-971 FRP Nonmetallic Underground Piping For Flammable Liquids iii UL-2039 Flexible Connector Piping for Flammable and Combustible Liquids iv UL-330 A&B Hose and Hose Assemblies for Use with Dispensing Devices v UL-87 A&B Power-Operated Dispensing Devices
vi UL 567 A&B Standard for Emergency Breakaway Fittings, Swivel Connectors and Pipe- Connection
D. National Fire Protection Association (NFPA)
i NFPA 30, Flammable and Combustible Liquids Code
ii NFPA 30A, Motor Fuel Dispensing Facilities and Repair Code iii NFPA 70, National Electric Code (NEC)
E. U.S. Dept of Labor, Occupational Safety and Health Administration (OSHA) i 29 CFR 1910.206, Flammable and Combustible Liquids
ii 29 CFR 1910.106, Personal Protective Equipment
F. California Code of Regulations (CCR) Title 22 CCR Hazardous Waste Regulation
G. San Diego Regional Water Board: CCR Title 23 State of California Water Resource Control Board’s Title 23 UST Tank Regulations
H. State Water Resource Control Board LG 161-5 Enhanced Leak Detection
I. CCR Title 24 California Building Standards Code
J. San Diego Department of Environmental Health and Quality (DEHQ)
K. San Diego County Air Pollution Control District; California Air Resources Board (CARB) Rules and Regulations
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Document Version: 1.0 Current Update: February 2024
L. 2022 California Fire Code
i Unidocs: UN-001 UST Closure
ii UN-002 Sump Closure
All work specified herein shall conform to or exceed the requirements of the above referenced codes, regulations and standards; provided, that whenever the provisions of said publications are in conflict with the requirements specified herein, the stringent requirement shall apply.
PART 2 PRODUCTS
2.1 EQUIPMENT AND MATERIALS:
All equipment and materials covered by the other referenced specifications shall be subject to acceptance through the manufacturer’s certification of compliance with the applicable specifications, when requested by the Agency.
2.2 CERTIFICATION: Manufacturer’s certifications shall not relieve the Contractor of the Contractor’s responsibility to provide materials in accordance with these specifications and acceptable to the Agency. Materials supplied and/or installed that do not materially comply with these specifications shall be removed, when directed by the Agency and replaced with materials which do comply with these specifications, at the sole cost of the Contractor.
2.3 UNDERGROUND TANKS FOR STORAGE OF PETROLEUM
A. Fiberglass reinforced plastic (FRP) tanks shall be as manufactured by Xerxes, CSI or equal:
1. Install tanks in strict conformance with manufacturer’s instructions. The Contractor shall be trained by the tank manufacturer for installation of the tanks.
2. Primary and secondary tanks shall be vacuum tested by the tank manufacturer to assure structural integrity. Results shall be provided to the Agency. The UST may be shipped with brine monitoring solution. Verify the condition and level of the brine monitoring solution per manufactures instructions.
3. Tanks shall be double wall construction for containment of leaks with interstitial space between primary (internal) and secondary (external) tank walls to allow for free flow of all leaked product from the primary tank. The interstitial space shall also allow for filling with a brine solution as a hydrostatic leak detection monitoring device with a monitoring fitting and reservoir in the secondary tank wall. Fabricate tanks in conformance with UL-1316 FRP Underground Tanks for Flammable and Combustible Liquids. Primary and secondary tanks shall be constructed and tested at the factory and in the field at 5 psi pressure with 5 to 1 safety factor with no loss in pressure for 24 hours.
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4. Tank penetrations shown on drawings shall be reviewed for accuracy. Manways shall include a gasket suitable for the material contained within the tank and stainless- steel bolts, nuts and washers.
2.4 PIPING
A. Fiberglass Pressurized piping shall be 3” over 2” NOV -A.O. Smith Red Thread fiberglass pipe. Fiberglass piping shall be labeled with a UL 971 markings.
Joining shall be bell and spigot tapered adhesive bonded joint with two-part epoxy adhesive for primary product piping system. Adhesives shall be a two-part amine cured epoxy in use for a period of at least 5 years. They will be 100% methanol and ethanol compatible. The glue will have a cure temperature of 4-6 hours at 50 degrees.
Secondary containment fittings shall be clamshell wing nut bolted fittings for. Secondary containment piping and fittings shall be one pipe size larger than primary product piping and fittings.
Both primary and secondary containment piping shall be sloped to drain back to tank at slopes indicated on drawings. Primary piping systems shall be rated at 150 psi working pressure (-60 to 150 degrees F). Secondary containment piping system shall be 5 psi working pressure.
B. Ridge Piping: Black steel piping ASTM A53 shall be Schedule 40 in sumps and schedule 80 for vent stacks. All aboveground piping shall be painted. Full port ball valve with swivel flex connector shall be installed at the submersible pumps to allow for system isolation and testing. Directional check valves shall be installed in each of the diesel STP sumps. The Contractor’s installation technician shall hold a current manufactures training certificate for the piping material.
C. Flexible Piping: In Sumps and UDC applications: Stainless steel UL 2039 flex connectors.
Emergency shut-off valves with swivel flex connectors shall be installed at the dispensers. All piping runs shall be continuous, whereby there shall be no fittings or piping connections, for either the primary or secondary containment pipe which are not visible or accessible from the above ground surface. The secondary containment system shall provide water tight containment of the primary piping.
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Document Version: 1.0 Current Update: February 2024
2.5 UNDERGROUND TANKS ANCILLARY EQUIPMENT
A. Monitoring System
Tank Monitoring System (No Substitutions) – The new system will be the Veeder Root monitoring system to be located in the cabinet per Project Plans. The controller consists of inventory management, static leak detection, alarms, delivery function, TCP/IP, USB interface; POS interface, and comes complete with two output relays and one input relay to include:
1. Sump sensors non discriminating: Veeder Root VR 791390-208.
2. Mini Hydrostatic Sensor: Veeder Root VR-791380-301.
3. Pump electronic Line leak detector. Veeder Root 848480-001.
4. ATG, tank level magnetostrictive probe: Veeder Root 846390-109.
5. Tank Level Float Kit: Veeder Root 846400-001.
6. Vacuum sensor kit: Veeder Root VR-330020-180.
7. Interstitial Liquid Sensor. Veeder Root VR-794390-303
8. Mini Hydrostatic sensor. Veeder Root VR-794380-304.
B. Cap and Adapters – Fill cap to be OPW 634TT, fill adapter to be OPW 61SA swivel adapter, vapor cap to be OPW 1711T, vapor adapter to be OPW 61VSA swivel adapter or equivalent for clamp and adapters.
C. Spill Protection – Shall consist of OPW Fibrelite MP with Drain double-wall 5-gallon spill bucket Valve and Cast Iron Base or equal on the fill and on the vapor recovery riser.
Product connection with OPW Swivel Adaptors.
D. Overfill Drop Tube – Drop tube to be OPW 61T-SS with OPW 71SO overfill prevention valve or equal.
E. Manhole Covers & Lids – STP manhole cover to be composite bolt down and meet or exceed Highway Specification-20 (H20).
F. Piping STP Sump:
G. Under Dispenser Containment (UDC):
1. UDC by Bravo: Double wall brine filled with Fiberglass test boot.
2. Shall be installed in 6” raised island
3. Equipped with a liquid sensors
4. Detection of liquid in these containment vessels shall positively shut down the submersible turbine pump
5. Shear Valve: Gas & Diesel: OPW OPW-10BHMP-5830. Shear Vapor OPW OP60-VSP- 100.
6. Pressure/Vacuum Vent Caps to be OPW 623V or similar to meet NESHAP requirement for >100,000 gal/mo.
H. Submersible Turbine Pump (STP)
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Document Version: 1.0 Current Update: February 2024
1. Diesel STPs shall be FE Petro 2hp (STP200-VL2) with electronic line leak detection and prepped for PLLD or equal equipment.
2. Unleaded STPs shall be FE Petro 2hp (STP200-VL2) with electronic line leak detection and prepped for PLLD or equal equipment.
I. Venting
1. Carbon canister for vapor polishing. Veeder Root. Electronic vapor sensor.
2. Unleaded pressure vacuum vent by OPW. Diesel rain guard cap by OPW.
3. Vent Riser Containment Sump: Bravo FR-3X2-T Brine
4. Flex connectors by Flexing FFEZ20X24.
J. Dispensers
The unleaded and diesel dispensers are single product single hose minimum Gasboy Atlas 1+0 Dispensers.
1. Unleaded hose 12-foot Coaxial balance whip hose from Continental. Diesel hose 8-foot from Continental.
2. Unleaded ERVR Nozzle by VST. Diesel nozzle by Huskey.
3. This dispenser shall be configured and wired to work with the fuel management system.
4. The dispenser shall be equipped with all hoses, nozzles, swivels, breakaways and filters.
PART 3 EXECUTION
1.1 GENERAL:
All aspects of this system shall be installed in accordance with the equipment manufacture specifications. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship to produce Work of specified quality. Coordinate all work through the Engineer. Follow fabrication/manufacturer’s instructions. Install fuel system with anchorage devices designed to withstand stresses, vibration, physical distortion, and disfigurement. Discrepancies should be brought to the attention of the Engineer and resolved prior to proceeding. Specified standards are considered minimum quality for the Work. Follow higher standards where applicable and appropriate.
1.2 Quality Control Testing & Inspection – Quality testing shall be performed by the Contractor at their expense unless otherwise noted and shall include but not be limited to:
A. New fuel system testing.
B. Concrete testing during new fuel system installation provided by Agency.
C. All testing will be performed in accordance with applicable standards, regulations and manufactures recommended procedures.
D. All testing shall be witnessed by the applicable agencies and the Engineer.
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E. Documentation of all testing shall be provided to the Agency upon completion.
1.3 UNDERGROUND STORAGE TANKS:
All testing will be performed in accordance with the State of California Title 23 Storage Tank Regulations and manufactures recommended procedures.
The USTs shall be manufactured by Xerxes or CSI double wall fiberglass 20,000-gallon and 12,000-gallon tanks with the Truchek brine system or equal. USTs shall include fiberglass attached collars for sumps. The USTs shall have double walled sumps (42”) for STP and fill/Vapor ports with watertight flat sealed multiport covers.
A. Excavation Preparation: Preparation of the excavation for the USTs shall follow recommendations from the “Geotechnical Evaluation Carlsbad Underground Storage Tank (UST) Replacement” Ninyo & Moore, 2021.
B. Excavation for tanks shall be large enough to provide a minimum clearance of 12 inches between the ends and sides of tanks and the sides of the excavation. Tanks shall be at least 12 inches apart.
C. Settlement Notes: Settlement may cause tank distortion and subsequent system failure.
Excavation and backfill material specifications must be followed. If any movement or settlement or distortion occurs, it will be presumed that the Contractor has not followed proper installation techniques. The Contractor shall immediately undertake at their expense any necessary corrective actions required to mitigate the problem and replace damaged parts.
D. Place 12-inches bedding material smooth and level over excavation floor prior to placement of the USTS. The USTs must be set level. Place 12-inch backfill material evenly around tank after the USTs are set. Ensure backfill is placed around ribs with no voids.
E. Unloading and placement of the USTs in the excavations shall be conducted per the lifting plan. When using multiple lifting lugs sling should never exceed 60 degrees. Do not wrap chains or cables around the tank for lifting.
F. Tank shall be sloped according to the Project Plans. If the USTs are sloped the brine reservoir should be at the high end.
G. Place backfill material evenly on opposite sides of the tank so that the tank does not shift.
H. Test the USTs by enhanced leak detection methods per manufactures instructions. Do not add monitoring fluid until after the tank burial is complete.
I. Measure tank defection prior to placement of reinforced concrete cover placement.
1.4 TANK APPURTENANCES
A. General: Tank appurtenances shall be as shown on Project Plans and specified below.
Appurtenances shall be Underwriters Laboratories (UL) listed for underground storage
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of petroleum products. All appurtenances exposed to the earth in final installation shall, where practical, be shop installed, tested and painted/coated with the same coating going on the tanks before shipment to the site.
B. UST Sumps Shall be constructed of double wall fiberglass. Sumps shall be constructed with a water tight manway lid and equipped with a liquid sensor. Concrete penetrations for the pump turbines and fill ports shall be constructed as follows.
1. Concrete around port covers shall slope two (2) percent away from lids to shed precipitation.
2. The underside of the frame must be adequately supported by concrete.
3. Install FL Series frame flush with concrete or 1/16" below grade (to allow for traffic clearance).
1.5 TANK PIPING INSTALLATION:
A. All fiberglass piping shall be installed and supported in pea gravel, in accordance with the Manufacturer's recommendations, applicable codes, and as shown on the Project Plans.
B. All fill, suction, return, vent, and diesel discharge lines shall be sloped towards the storage tank at minimum 1 inch per 8 feet of pipe, or as approved by the Engineer. The Contractor shall set the tanks to provide sufficient slope to the tanks.
C. Vent Pipes: Each tank shall be provided with a separate vent pipe. It shall not be less than 2 inches in diameter and shall run from the tank to the outer air and terminate at a height greater than the fill pipe opening and 12 feet above the roof of any adjacent building in a non-hazardous location. All outside exposed vent pipes shall be Sch. 80 galvanized steel.
D. All pipes and valves, except where otherwise indicated, shall be arranged so as to be easily accessible for maintenance and repairs. No change in the general arrangement indicated on the Project Plans will be allowed unless approved by the Engineer. Where lengths of pipe are finally assembled, the fittings shall be in correct alignment without forcing them into position.
E. All pipes shall be cut accurately. Deformed or damaged pipe shall in no case be used. All bends shall be made with standard elbows and fittings. All threads shall be cleaned thoroughly and covered with suitable joint compound before joints are made. Every piece of pipe, valve, and fitting which is part of the pipe work shall be cleaned thoroughly before and, whenever possible, after installation.
1.6 TANK & PIPING TESTING:
A. Each tank containment sump assembly shall be tested in accordance with the manufacturer’s testing equipment and methods to verify the integrity of the sump
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assembly. This test shall demonstrate that the sump assembly, including all piping and conduit entry boots, the tank manway, and the manhole cover and frame assembly, is watertight. Each containment sump assembly shall be tested in the presence of the Engineer at different stages of installation to verify the integrity of the sump assembly.
This test shall be performed on each sump assembly after installation of piping and conduit, after placement of backfill, and when tank top slab is installed and installation is complete. If a sump assembly fails this test, the Contractor shall take appropriate steps, at his own expense, to correct the installation until he can demonstrate that the sump is watertight.
B. Primary product, vent and vapor piping shall be pressure and soap tested at 70 psi for one hour 24 hours after curing in front of third-party inspector.
C. Secondary product, vent and vapor piping shall be pressure and soap tested at 5 psi operating pressure 24 hours after curing in front of third-party inspector.
D. The STP sump, under dispenser containment, and spill bucket shall be hydro tested in accordance with state regulations. Only mechanical repairs shall be permitted.
E. Third-Party verification of Brine in UDCs, vent boxes, turbine and fill sumps F. Perform Enhanced Leak Detection (ELD) Pretest per the State Water Resource Board guidance LG-161-5. ELD is a test method that ascertains the integrity of an underground storage tank (UST). ELD must be permed by a certified third-party inspector, and must be capable of detecting both a vapor or liquid release at a rate of at least 0.005-gallons per hour. Qualified individuals must have the proper California Contractors License listed in Section 02 41 00-DEMOLITION, 1.5 and possess all manufacturers’ certificates of training for those equipment on which they are working on. Any failures must be reported to the Agency immediately.
1.7 INSPECTION AND REPORTING
A. During the installation of the fueling systems the Contractor shall coordinate the required inspections to be witnessed by State agencies including the CUPA or the local fire department. Including but not limited to the following points during the project:
1. When ELD testing is performed
2. When the piping is pressure/soap tested
3. When the containment/sumps are hydro tested
4. Just prior to commissioning for service for final inspection of the entire functioning system
5. Perform Enhanced Leak Detection (ELD) Final Testing
6. The systems shall not be commissioned for service until a written authorization has been received from CUPA and the local fire department.
7. Thirty (30) day registration update after installation with CUPA.
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B. The Engineer must be notified 72 hours prior to each scheduled inspection. Prior to commissioning the systems for service, all systems shall be function tested and shall include but not be limited to:
1. Emergency stop and resets.
2. Liquid sensors in transition sumps and under dispenser containment
3. Mechanical Leak Detectors.
4. Confirm hydraulic continuity during startup to dispensers.
5. Audible / Visual overfill alarms.
6. Function test of all liquid sensors.
Results of this function testing shall be documented and presented to the Agency prior to placing the system into service.
1.8 DEMONSTRATION AND TRAINING
A. Train Agency’s personnel on procedures and schedules related to start-up and shutdown, troubleshooting, servicing, and preventive maintenance.
B. Representatives of equipment suppliers for the tank monitoring system shall provide necessary training and technical support to the Agency so that the Agency may properly operate and maintain the system.
END OF SECTION
END OF SPECIFICATIONS
00 01 01 TITLE PAGE Date Printed: June 3, 2024
Document Version: 1.0 Current Update: May 2023
CITY OF CARLSBAD
CONTRACT DOCUMENTS
FOR:
Carlsbad Fleet Fuel Island Upgrade
Project No. 4747
PWS24-2282FAC
1635 Faraday Ave, Carlsbad, CA 92008
Email: [email protected]
TABLE OF CONTENTS Date Printed: June 3, 2024
Document Version: 1.0 Current Update: May 2023
Table of Contents
SECTION 1 .................................................................................................................................... 1 00 11 10 NOTICE INVITING BIDS .................................................................................................. 1
1. RECEIPT OF BIDS. ...................................................................................................................... 1
2. DESCRIPTION OF WORK. .......................................................................................................... 1
3. COMPLETION OF WORK. .......................................................................................................... 1
4. OPENING AND AWARD OF BIDS. ............................................................................................. 1
5. PERIOD FOR AWARD. ............................................................................................................... 1
6. BIDDER QUALIFICATIONS. ........................................................................................................ 2
7. PRE-BID CONFERENCE. ............................................................................................................. 2
8. OBTAINING CONTRACT DOCUMENTS. ..................................................................................... 2
9. BID GUARANTEE AND BONDS. ................................................................................................. 2
10. PREVAILING WAGE RATES AND LABOR COMPLIANCE. .......................................................... 3
11. PROJECT ADMINISTRATION/QUESTIONS. .............................................................................. 3 00 21 10 INSTRUCTIONS TO BIDDERS .......................................................................................... 4
1. SECURING CONTRACT DOCUMENTS. ....................................................................................... 4
2. EXAMINATION OF SITE AND CONTRACT DOCUMENTS. .......................................................... 4
3. INTERPRETATION OF DRAWINGS AND DOCUMENTS. ............................................................. 4
4. QUESTIONS. ............................................................................................................................. 5
5. PRE-BID CONFERENCE. ............................................................................................................. 5
6. ADDENDA. ................................................................................................................................ 6
7. ALTERNATE BIDS. ..................................................................................................................... 6
TABLE OF CONTENTS Date Printed: June 3, 2024
Document Version: 1.0 Current Update: May 2023
8. COMPLETION OF BID FORMS. .................................................................................................. 6
9. GOVERNING GENERAL PROVISIONS. ....................................................................................... 7
10. MODIFICATIONS OF BIDS. ...................................................................................................... 7
11. BID GUARANTEE. .................................................................................................................... 8
12. LABOR & MATERIAL BOND AND PERFORMANCE & WARRANTY BOND REQUIREMENTS..... 8
13. SUBSTITUTION OF SECURITY. ................................................................................................. 9
14. OPTIONAL ESCROW FOR SECURITY DEPOSIT. ........................................................................ 9
15. INSURANCE REQUIREMENTS. ................................................................................................ 9
16. LICENSING REQUIREMENTS. ................................................................................................ 10
17. SUBCONTRACTORS. ............................................................................................................. 10
18. BIDDER INFORMATION AND EXPERIENCE FORM. ............................................................... 11
19. NON-COLLUSION AFFIDAVIT. ............................................................................................... 12
20. IRAN CONTRACTING ACT OF 2010. ...................................................................................... 12
21. PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION. ......................................... 12
22. PREVAILING WAGES. ............................................................................................................ 13
23. DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS. ................................................ 13
24. SIGNING OF BIDS. ................................................................................................................. 13
25. SUBMISSION OF SEALED BIDS. ............................................................................................. 14
26. OPENING OF BIDS. ............................................................................................................... 14
27. WITHDRAWAL OF BID. ......................................................................................................... 15
28. BIDDERS INTERESTED IN MORE THAN ONE BID. ................................................................. 15
29. SALES AND OTHER APPLICABLE TAXES, PERMITS, LICENSES, AND FEES. ............................ 15
TABLE OF CONTENTS Date Printed: June 3, 2024
Document Version: 1.0 Current Update: May 2023
30. PERMIT AND INSPECTION FEE ALLOWANCE. ....................................................................... 15
31. BASIS OF AWARD; BALANCED BID. ...................................................................................... 16
32. AWARD PROCESS. ................................................................................................................ 16
33. EXECUTION OF CONTRACT................................................................................................... 16
34. BUSINESS LICENSE ................................................................................................................ 16
35. PARTICIPATION OF MINORITY AND WOMEN-OWNED BUSINESSES. .................................. 16
36. USE OF RECYCLED MATERIALS ............................................................................................. 17
37. STATUTORY REFERENCES ..................................................................................................... 17 00 41 00 BID FORM .................................................................................................................... 18
1. BID SCHEDULE ................................................................................................................ 19
2. TOTAL BID PRICE ............................................................................................................ 20
3. RECITALS ........................................................................................................................ 20 00 43 10 BID BOND FORM ......................................................................................................... 26 00 43 20 BID SECURITY............................................................................................................... 28 00 43 30 PROPOSED SUBCONTRACTORS FORM ........................................................................ 29 00 43 40 BIDDER INFORMATION AND EXPERIENCE FORM ....................................................... 31
1. INFORMATION ABOUT BIDDER ...................................................................................... 31
2. LIST OF CURRENT PROJECTS (BACKLOG) ....................................................................... 33
3. VERIFICATION AND EXECUTION ..................................................................................... 37 00 45 10 NON-COLLUSION AFFIDAVIT ....................................................................................... 38 00 45 15 IRAN CONTRACTING ACT CERTIFICATION ................................................................... 39 00 45 20 PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION .................................. 40
TABLE OF CONTENTS Date Printed: June 3, 2024
Document Version: 1.0 Current Update: May 2023
00 45 25 CERTIFICATE OF INSURANCE ....................................................................................... 41 00 45 30 STATEMENT REGARDING DEBARMENT ...................................................................... 42 00 45 35 DISCLOSURE OF DISCIPLINE RECORD .......................................................................... 43 00 52 00 CONTRACT ................................................................................................................... 45 00 61 10 LABOR AND MATERIALS BOND ................................................................................... 49 00 61 20 FAITHFUL PERFORMANCE AND WARRANTY BOND .................................................... 52 00 61 30 OPTIONAL ESCROW AGREEMENT ............................................................................... 56 00 73 00 AGENCY SUPPLEMENTAL GENERAL PROVISIONS ....................................................... 60 INTRODUCTION .......................................................................................................................... 60 00 74 00 AGENCY SUPPLEMENTAL TECHNICAL PROVISIONS .................................................. 150 INTRODUCTION ........................................................................................................................ 150 PART 2 CONSTRUCTION MATERIALS ....................................................................................... 150 SECTION 2 ................................................................................................................................ 200 01 11 00 SUMMARY OF WORK ................................................................................................ 200 PART 1 GENERAL ...................................................................................................................... 200 PART 2 PRODUCTS (NOT USED) ............................................................................................... 201 PART 3 EXECUTION (NOT USED) .............................................................................................. 201 01 11 20 MEASUREMENT AND PAYMENT ............................................................................... 202 PART 1 GENERAL ...................................................................................................................... 202 PART 2 PRODUCTS (NOT USED) ............................................................................................... 206 PART 3 EXECUTION (NOT USED) .............................................................................................. 206 01 31 00 PROJECT MANAGEMENT AND COORDINATION ....................................................... 207
TABLE OF CONTENTS Date Printed: June 3, 2024
Document Version: 1.0 Current Update: May 2023
PART 1 CONSTRUCTION MANAGEMENT SOFTWARE .............................................................. 207 01 32 00 SUBMITTALS .............................................................................................................. 208 PART 1 GENERAL ...................................................................................................................... 208 PART 2 PRODUCTS (NOT USED) ............................................................................................... 213 PART 3 EXECUTION (NOT USED) .............................................................................................. 213 01 33 00 CONSTRUCTION PROGRESS SCHEDULE .................................................................... 214 PART 1 GENERAL ...................................................................................................................... 214 PART 2 EXECUTION .................................................................................................................. 225 01 41 26 PERMIT REQUIREMENTS ........................................................................................... 231 PART 1 GENERAL ...................................................................................................................... 231 PART 2 PRODUCTS (NOT USED) ............................................................................................... 238 PART 3 EXECUTION (NOT USED) .............................................................................................. 238
AGENCY TECHNICAL SPECIFICATIONS
00 11 10 NOTICE INVITING BIDS Date Printed: June 3, 2024 Document Version: 1.0 Current Update: May 2023
SECTION 1
00 11 10 NOTICE INVITING BIDS
1. RECEIPT OF BIDS.
The City of Carlsbad (“Agency”) will accept Bids via electronic format via the City of Carlsbad Electronic Bidding Site up to and no later than 11 a.m. (PST), on August 14, 2024 through the online bidding portal (Contracting & Purchasing | Carlsbad, CA (carlsbadca.gov) ) for the construction of the Work entitled:
CARLSBAD FLEET FUEL ISLAND UPGRADE PROJECT
CONTRACT NO. PWS24-2282FAC
Project No. 4747
2. DESCRIPTION OF WORK.
The Work includes the provision of all equipment, labor, materials, tools, services, transportation, permits, utilities, and all other items necessary to complete the construction of the following, as specified and shown in the Construction Documents: The Carlsbad Fleet Fuel Island Upgrade, 2480 Impala Drive in Carlsbad, CA 92010. The City desires to upgrade the fuel island to current regulatory standards, with regard to electrical, mechanical and technology infrastructure, as detailed in the contract d ocuments. The Work Site is located in the City of Carlsbad, in the County of San Diego, California.
3. COMPLETION OF WORK.
The city anticipates awarding this project in October 2024. The Contract Time has been established as 365 calendar days in anticipation of achieving substantial completion by December 1, 2025. The Contract Time shall begin as specified in the Notice to Proceed.
The Engineers’ estimate for this Project is $1,789,514.
4. OPENING AND AWARD OF BIDS.
Agency shall consider awarding the Contract for the Project to the lowest, responsive, responsible Bidder as determined by the Agency from the base Bid alone. The Agency has the right to reject any or all Bids or to waive any irregularities or informalities in any Bids or in the Bidding process.
5. PERIOD FOR AWARD.
A period of ninety (90) Calendar Days from the time of Bid opening may be required to award the Contract. No Bidder may withdraw its Bid or Bid G uarantee during this period. Bidders shall assume full responsibility for their Bid Price during this period and shall make certain that such delay does not restrict the Bid Guarantee.
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6. BIDDER QUALIFICATIONS.
Bidders shall be licensed contractors pursuant to Business and Professions Code Sections 7000 et seq. under the classification of Class B, General Building Contractor as of the date of submittal of the Bid Documents and shall maintain such license until final acceptance of the Work. Additional qualifications are included in the Contract Documents.
7. PRE-BID CONFERENCE.
The Agency will conduct a Mandatory Pre-Bid Conference at the Agency’s office (address listed below) on July 17, 2024, at 11 a.m. (PST). Bidders will have the opportunity to walk the project area.
Address: 2480 Impala Drive in Carlsbad, CA 92010
Representatives of the Agency and consulting engineers, if any, will be present. Questions asked by Bidders at the Pre -Bid Conference not specifically addressed within the Contract Documents shall be answered in writing and shall be sent to all Bidders present at the Pre -Bid Conference and be posted on the online bidding portal . Bids will not be accepted from any bidder who did not attend a mandatory Pre-Bid Conference.
8. OBTAINING CONTRACT DOCUMENTS.
Bidders may obtain a copy of the Contract Documents from Agency’s website (Contracting & Purchasing | Carlsbad, CA (carlsbadca.gov) ). T o the extent required by Public Contract Code Section 20103.7, upon request from a contractor plan room service, the Agency shall provide an electronic copy of the Contract Documents at no charge to the contractor plan room. It is the responsibility of each prospective Bidder to download and print all Bid Documents for review and to verify the completeness of Bid Documents before submitting a Bid. All Addenda will be posted on the online bidding portal. It is the responsibility of each prospective Bidder to check the online bidding portal on a daily basis through the close of the bidding period for any applicable Addenda.
The Agency does not assume any liability or responsibility for any defective or incomplete copying, excerpting, scanning, faxing, downloading or printing of the Bid Documents. Information on the online bidding portal may change without notice to prospective Bidders. The Contract Documents shall supersede any information posted or transmitted by the online bidding portal.
No time extensions or other consideration will be given for non- receipt or other circumstance associated with the review or acquisition of Contract Documents. Bids must be submitted on the Agency’s Bid Forms in the Contract Documents.
9. BID GUARANTEE AND BONDS.
Each Bid shall be accompanied by cash, a certified or cashier’s check or Bid Bond secured from a surety company satisfactory to the Agency, the amount of which shall not be less than 10% of the submitted Total Bid Price, made payable to the Agency as bid security. The bid security shall be provided as a guarantee that within 10 Working Days after the Agency provides the successful bidder the Notice of Award, the successful Bidder will enter into a contract and provide the necessary bonds and certificates of insurance. The bid security will be declared forfeited if the
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successful Bidder fails to comply within these 10 Working Days. No interest will be paid on funds deposited with the Agency.
All Bidders must upload Bidder’s Bond to the online bidding portal. The original Bid Bond for the 3 apparent low Bidders must be submitted to the city within 2 Business Days of Bid opening.
The successful Bidder will be required to furnish a Faithful Performance Bond and a Labor and Material Bond each in an amount equal to 100% of the Contract Price. Each bond shall be in the forms set forth in the Contract Documents, shall be secured from a surety company that meets all State of California bonding requirements, as defined in Code of Civil Procedure Section 995.120, and that is a California admitted surety insurer. Pursuant to Public Contract Code Section 22300, the successful Bidder may substitute certain securities for funds withheld by Agency to ensure its performance under the Contract.
10. PREVAILING WAGE RATES AND LABOR COMPLIANCE.
This Project is subject to prevailing wages and labor compliance per the Labor Code. To this end, Bidder shall sign and submit with its Bid the California Department of Industrial Relations (DIR) Public Works Contractor Registration Certification on the form 00 45 00 provided. Failure to submit this form may render the bid non- responsive. In addition, each Bidder shall provide the registration number for each listed S ubcontractor in the space provided in the Proposed Subcontractors form. In bidding this Project, it shall be the Bidder’s sole responsibility to evaluate and include the cost of complying with all labor compliance requirements under this Contract and applicable law in its Bid. A copy of the prevailing wage rates may be obtained via the internet at: www.dir.ca.gov/dlsr/.
11. PROJECT ADMINISTRATION/QUESTIONS.
Requests for Information (RFI) or interpretations of Bid Documents during the bid period shall be submitted via Online Q&A in the online bidding portal.
The cutoff date and time to submit questions or substitution request regarding this Project via Online Q&A in the online bidding portal is July 31, 2024, at 5 p.m. (PST) . No questions will be entertained after that date.
The answers to questions submitted during the bidding period will be published in an addendum and provided to those bidding on the Project no later than August 7, 2024.
For further information, see the online bidding portal.
END OF SECTION
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1. SECURING CONTRACT DOCUMENTS.
Bids must be submitted to the Agency on the Bid Forms which are a part of the Contract Documents for the Project. The Contract Documents may be obtained from the Agency’s online bidding portal (Contracting & Purchasing | Carlsbad, CA (carlsbadca.gov) ). Prospective bidders are encouraged to communicate with the Agency well in advance of the date and time bids are due to the Agency (“Bid Submission Deadline”) to determine the availability of Contract Documents.
The Agency may also make the Contract Documents available for review at one or more plan rooms. Prospective Bidders who choose to review the Contract Documents at a plan room must contact the Agency to obtain the required Contract Documents if they decide to submit a Bid for the Project.
Addenda will be posted on the online bidding portal . Failure to acknowledge all A ddenda may make a Bid nonresponsive and ineligible for award of the Contract. Bidders are advised to verify the issuance of all A ddenda and receipt of them 1 Working D ay prior to bidding. Failure to acknowledge all Addenda may make a Bid nonresponsive and ineligible for award of the Contract.
2. EXAMINATION OF SITE AND CONTRACT DOCUMENTS.
At its own expense and before submitting its Bid, each Bidder shall visit the Site of the proposed Work and fully acquaint itself with the conditions relating to the construction and labor required so that the Bidder may fully understand the Work, including but not limited to, difficulties and restrictions attending the execution of the Work under the Contract. Each Bidder shall carefully examine the Drawings, and shall read the Specifications, Contract Documents, and all other referenced documents. Each Bidder shall also determine the local conditions which may in any way affect the performance of the Work, including local tax structure, contractors’ licensing requirements, availability of required insurance, the prevailing wages and other relevant cost factors. Each Bidder shall also familiarize itself with all federal, state and local laws, ordinances, rules, regulations and codes affecting the performance of the Work, including the cost of permits and licenses required for the Work, and shall make such surveys and investigations, including investigations of subsurface or latent physical conditions at the S ite or where Work is to be performed as may be required. Bidders are responsible for consulting the standards referenced in the Contract. The failure or omission of any Bidder to receive or examine any contract documents, forms, instruments, addenda, or other documents, or to visit the S ite and acquaint itself with conditions there existing shall in no way relieve any Bidder from any obligation with respect to its Bid or to the Contract and no relief for error or omission will be given except as required under California law. The submission of a Bid shall be taken as conclusive evidence of compliance with this Section.
3. INTERPRETATION OF DRAWINGS AND DOCUMENTS.
Prospective Bidders unclear as to the true meaning of any part of the Drawings, Specifications or other parts of the Contract Documents, or discrepancies in or omissions from the Drawings and
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Specifications, may promptly submit a written request for information, interpretation, clarification, or correction (“RFI”) to the Bid Administrator, the Agencies designated representative for soliciting and conducting bids on the Agencies online ebidding portal. (defined below). The Agency may not respond to RFIs submitted past the Q&A Submission Deadline. The Bidder submitting the RFI is responsible for prompt delivery to the Bid Administrator.
Responses to RFIs will be made only by duly issued written Addenda. The Agency shall not provide verbal responses to RFIs. Copies of written Addenda will be posted on the online bidding portal for each prospective Bidder who has downloaded a set of Contract Documents. The Agency will not be responsible for any other explanation or interpretations of the Drawings, Specifications or other parts of the Contract Documents. If any Prospective Bidder becomes aware of any errors or omissions in any part of the Contract Documents, the Prospective Bidder must promptly notify the Agency of such error or omission.
Before award of the Contract, no addition to, modification of, or interpretation of any provision in the Contract Documents will be given by any agent, employee or contractor of the Agency except as otherwise specified in these Instructions to Bidders. No bidder may rely on verbal directions given by any agent, employee or contractor of the Agency except as specified in these Instructions to Bidders.
4. QUESTIONS.
Questions regarding this Project m ust be submitted through the online e bidding portal .
Questions shall be definite and certain, and shall reference applicable drawing sheets, notes, details or specification sections. The deadline to submit questions is identified in the Notice Inviting Bids. Questions received after the deadline may not be answered. Responses to questions submitted during the bidding period will be published in an A ddendum and provided to those bidding on the Project no later than the date specified in the Notice Inviting Bids.
Except for the Agency’s Bid Administrator, no other members of the Agency’s staff or Board should be contacted about this procurement during the bidding process. All inquiries and comments from Prospective Bidders regarding a proposed Bid must be communicated in writing, unless otherwise instructed by the Agency. The Agency may, in its sole discretion, disqualify any Prospective Bidder who engages in any prohibited communications.
5. PRE-BID CONFERENCE.
The Notice Inviting Bids shall state whether a Pre-Bid Conference will be held and, if so, whether attendance is mandatory . Bids will not be accepted from any bidder who did not attend a Mandatory Pre-Bid Conference. The Conference will commence at the specified start time and the Site visit will begin at the conclusion of the C onference. Prospective Bidders who arrive late and who do not sign the “Sign -In” or attendance sheet, may be disqualified from the bidding process.
Representatives of the Agency and its consultants, if any, will be present to the extent possible.
Questions asked by Bidders at the Pre -Bid Conference not specifically addressed within the
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Contract Documents shall be answered in writing and shall be sent to all Bidders present at the Pre-Bid Conference.
A Pre -Bid Conference may include a Project S ite visit. Personal Protective Equipment (PPE) is required of all Job Walk attendees as necessary. Attendees are required to wear closed toe shoes, long pants, no sleeveless shirts, safety glasses (may be prescription with side shields if in process areas), safety vests and hard hats. Only those possessing such attire will be allowed on the Job Site. The Agency will not provide personal protective equipment to Job Walk attendees.
6. ADDENDA.
The Agency may revise the Contract Documents before the Bid Submission Deadline. Revisions, if any, shall be made by written Addenda. All Addenda will be posted on the online bidding portal.
All Addenda issued by the Agency shall be acknowledged by the Bidder on the online bidding portal and made part of the Contract Documents. The Bidder shall acknowledge the Addenda before submitting its Bid. Bidders are responsible for the receipt of all Addenda. The Agency may reject a Bid if the Bidder fails to acknowledge all Addenda.
Pursuant to Public Contract Code Section 4104.5, if the Agency issues an Addendum which includes material changes to the Project less than 72 hours before the Bid Submission Deadline, the Agency will extend the Bid Submission Deadline by no less than 72 ho urs. The Agency may determine, in its sole discretion, whether an Addendum warrants postponement of the Bid Submission Deadline.
7. ALTERNATE BIDS.
If alternate Bid items are called for in the Notice Inviting Bids and the Contract Documents, the time required for completion of the Work for the alternate Bid items is factored into the Contract duration and no additional Contract time will be awarded. The Agency may elect to include one or more of the alternate Bid items, or to otherwise remove certain work from the Project scope of work. Accordingly, each Bidder must ensure that each Bid item contains a proportionate share of profit, overhead, and other costs or expenses which will be incurred by the Bidder.
If the Agency utilizes alternate Bid items as described above, the Notice Inviting Bids will prescribe predetermined criteria for the Bid package selection or a selection process in which price information and B idder identities are not revealed to the Agency before the Bid Submission Deadline.
8. COMPLETION OF BID FORMS.
Bids shall only be prepared using the Bid Forms which are included in the Contract Documents.
The use of substitute Bid Forms other than legible and correct photocopies of those provided by the Agency are prohibited. Bids shall be executed by an authorized signatory as described in these Instructions to Bidders. In addition, Bidders shall fill in all blank spaces (including inserting “N/A” where applicable), and initial all interlineations, alterations, or erasures to the Bid Forms. Bidders shall neither de lete, modify, nor supplement the printed matter on the Bid Forms nor make
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substitutions thereon. Use of black or blue ink, indelible pencil, or a typewriter is required.
Deviations from these instructions may result in the Bid being deemed non-responsive.
The following documents must be completed and properly executed including notarization, where indicated, and submitted as a part of the complete Bid Package:
1. Bid Form (00 41 00)
2. Bid Bond (00 43 10) or Bid Security (00 43 20) with check/cash
3. Proposed Subcontractors Form (00 43 30)
4. Bidder Information and Experience Form (00 43 40)
5. Non-Collusion Affidavit (00 45 10)
6. Iran Contracting Act Certification (00 45 15)
7. Public Works Contractor Registration Certification (00 45 20)
8. Certificate of Insurance (00 45 25)
9. Statement Regarding Debarment (00 45 30)
10. Disclosure of Discipline Record (00 45 35)
11. Acknowledgement of ALL Addenda on the online bidding portal.
12. Optional Escrow Agreement, as applicable (00 61 30)
All Bids shall be computed on the basis of the given estimated quantities of work, as indicated in the Bid, multiplied by the unit price as submitted by the Bidder.
When paper copies are submitted, all prices must be written in ink or typewritten. Changes or corrections may be crossed out and typed or written in with ink and must be initialed in ink by a person authorized to sign for the Contractor.
9. GOVERNING GENERAL PROVISIONS.
The Specifications contained in the Agency Supplemental General Provisions (00 73 00) take precedence over the specification language contained in the Standard Specifications for Public Works Construction, “the Greenbook” latest edition and all errata. The Supplemental General Provisions address th e unique conditions in the City of Carlsbad that are not addressed in the Greenbook. Therefore, if there is a conflict between the two, the Supplemental Provisions shall control over the Greenbook.
The Greenbook may be purchased at Bidder’s/Contractor’s local technical bookstore, online or directly from the publisher. The Supplemental Provisions are available only for download from the online bidding portal with Contract Documents. The Agency does not provide hard copies.
10. MODIFICATIONS OF BIDS.
Each Bidder shall submit its Bid in strict conformity with the requirements of the Contract Documents. Unauthorized additions, modifications, revisions, conditions, limitations, exclusions, or provisions attached to a Bid may render it non-responsive and may cause its rejection. Bidders shall not delete, modify, or supplement the printed matter on the Bid Forms, or make substitutions thereon. Oral, telephonic, and electronic modifications will not be considered.
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11. BID GUARANTEE.
Each Bid shall be accompanied by: (a) a cashier’s check; or, (b) a certified check made payable to Agency; or, (c) a Bid Bond secured from a surety company satisfactory to the Board, the amount of which shall not be less than 10% of the total bid price, made payable to Agency as bid security.
Personal sureties and unregistered surety companies are unacceptable. The surety insurer shall be a California admitted surety insurer, as defined in Code of Civil Procedure Section 995.120.
The bid security shall be provided a s a guarantee that within 10 Working Days after the Agency provides the successful Bidder the Notice of Award, the successful B idder will enter into a contract and provide the necessary bonds and certificates of insurance. The bid security may be declared forfeited if the successful Bidder fails to enter into a contract and provide the necessary bonds and certificates of insurance. Any B id received that does not comply with these Bid Guarantee instructions may be rejected as non-responsive, and Agency may enter into a contract with the next lowest, responsive, responsible B idder, or may call for new Bids. No interest shall be paid on funds deposited with the Agency. Copies of B id Bonds submitted to the Agency shall have the same force and effect as the original.
The Bidder’s security of the second and third next lowest responsive B idders may be withheld until the Contract has been fully executed. The security submitted by all other unsuccessful Bidders shall be returned to them, or deemed void, within 10 Working Days after the Contract is awarded.
The proceeds of the B idder’s security may also become property of the Agency if the B idder withdraws its Bid within 15 Calendar Days after the Bid opening date, unless otherwise required by law, including Public Contract Code S ection 5100 et. seq., and notwithstanding the award of the Contract to another Bidder.
The Bidder shall submit Bid Bond (00 43 10) or Bid Security (00 43 20) with properly certified check with the Bid Package.
12. LABOR & MATERIAL BOND AND PERFORMANCE & WARRANTY BOND REQUIREMENTS.
The successful B idder shall furnish Agency with a Labor and Material Payment Bond and a Performance and Warranty Bond, each in an amount equal to 100% of the Contract price. Each bond shall be secured from a surety company that meets all State of California bonding requirements, as defined in Code of Civil Procedure Section 995.120 and is admitted by the State of California, and whose assets exceed their liabilities in an amount equal to or in excess of the amount of the bond. The Agency shall not accept personal sureties and unregistered surety companies. Each bond shall be accompanied, upon the request of Agency, with all documents required by Code of Civil Procedure Section 995.660 to the extent required by law. All bonding and insurance requirements shall be completed and submitted to Agency within 10 Working Days from the date the Agency provides the successful Bidder with the Notice of Award.
These bonds shall be kept in full force and effect during the course of this Project, and shall extend in full force and effect and be retained by the Agency until they are released as stated in
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the Contract. The B onds are to be accompanied by an original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so.
13. SUBSTITUTION OF SECURITY.
The Contract Documents call for monthly progress payments based upon the percentage of the Work completed. The Agency will retain a percentage of each progress payment as provided by the Contract Documents. At the request and expense of the successful Bidder, the Agency will substitute securities for the amount so retained in accordance with Public Contract Code Section 22300.
14. OPTIONAL ESCROW FOR SECURITY DEPOSIT.
Pursuant to applicable provisions of law (i.e. , Public Contract Code S ection 10263), appropriate securities may be substituted for any obligation required by these instructions or for any monies withheld by the Agency to ensure performance under the Contract. Public Contract Code Section 10263 requires monies or securities to be deposited with the Agency or a state or federally chartered bank in California as the escrow agent. The escrow agent shall maintain insurance to cover negligent acts and omissions of the agent in connection with the handling of retentions under this section in an amount not less than $100,000 per contract.
15. INSURANCE REQUIREMENTS.
Before commencing the Work, the successful B idder shall purchase and maintain insurance as set forth in the Agency General Conditions. If the Bid is accepted, and if requested by the Agency, Contractor shall provide Agency or preferred vendor copies of the insurer’s most recent annual statement and quarterly statement filed with the Department of Insurance pursuant to Insurance Code Section 900 et seq. within 10 Calendar Days of the insurer’s receipt of a request to submit the statements.
In accordance with the provisions of Labor Code Section 3700, Contractor shall secure the payment of compensation to its employees. Contractor shall sign and file with the Agency the following certificate before performing the Work under the Contract:
I am aware of the provisions of Labor Code Section 3700, which require every employer to be insured against liability for workers’ compensation or to undertake self -insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of the Contract.
The form of such, Certificate of Insurance (00 45 25), shall be submitted as a part of the Bid Package.
Insurance must be placed with insurers that:
1) Have a rating in the most recent Best’s Key Rating Guide of at least A-:VII, or 2) Appear on the List of Approved Surplus Line Insurers, (“LASLI”) with a Best’s Key Rating Guide of at least A: X.
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3) Are admitted to conduct the business of insurance in the State of California by the Insurance Commissioner.
4) Otherwise comply with all other aspects of City Council Policy No. 70.
Auto policies offered to meet the specification of this Contract must:
1) Meet the conditions stated above for all insurance companies. 2) Cover any vehicle used in the performance of the Contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled.
Workers’ compensation insurance required under this Contract must be offered by a company meeting the above standards with the exception that the Best’s rating condition may be waived.
The Agency does accept policies issued by the State Compensation Fund meeting the requirement for workers’ compensation insurance.
The Contractor shall be required to maintain insurance as specified in the Contract. Any additional cost of the insurance shall be included in the Bid price.
The award of the Contract by the Board is contingent upon the Contractor submitting the required bonds and insurance, as described in the Contract Documents, within 10 Working Days of bid opening. If the Contractor fails to comply with these requirements, the Agency may award the Contract to the second or third lowest B idder and the bid security of the lowest B idder may be forfeited.
16. LICENSING REQUIREMENTS.
Pursuant to Business and Professions Code Section 7028.15 and Public Contract Code Section 3300, all Bidders must possess proper licenses for performance of the Contract. Subcontractors must possess the appropriate licenses for each specialty subcontracted. Pursuant to Business and Professions Code Section 7028.5, the Agency shall consider any B id submitted by a contractor not currently licensed in accordance with California law and pursuant to the requirements found in the Contract Documents to be nonresponsive, and the Agency shall reject the Bid. The Agency shall have the right to request, and Bidders shall provide within 10 C alendar Days, evidence satisfactory to the Agency of all valid license(s) currently held by that Bidder and each of the Bidder’s Subcontractors, before awarding the Contract.
Notwithstanding anything contained in this Contract, if the Work involves federal funds, the Contractor shall be properly licensed by the time the Contract is awarded, pursuant to the provisions of Public Contract Code Section 20103.5.
17. SUBCONTRACTORS.
Bidder shall set forth the name, address of the place of business, and contractor license number of each Subcontractor who will perform work, labor, furnish materials or render services to the bidder on the C ontract. This requirement includes each S ubcontractor licensed by the State of California who, under subcontract to Bidder, specially fabricates and installs a portion of the Work described in the Drawings and Specifications in an amount in excess of one -half of one
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percent (0.5%) of the total Bid price. Additionally, the Bidder shall indicate the portion of the Work to be done by each Subcontractor in accordance with Public Contract Code Section 4104.
Bidder shall submit Proposed Subcontractors Form (00 43 30) with the Bid Package.
This form will be used by the Agency to determine the percentage of work that the Bidder proposes to perform. Bidders are cautioned that failure to provide complete and correct information may result in rejection of the B id as non -responsive. Any B id that proposes performance of more than 50 percent of the Work by S ubcontractors or performance by forces other than the Bidder’s own organization will be rejected as non- responsive. Specialty items of work that may be so designated on the Proposed Subcontractors Form (00 43 30) “Contractor’s Bid” will not be included in computing the percentage of work proposed to be performed by the Bidder.
Suppliers of materials from sources outside the limits of Work are not Subcontractors. The value of materials and transport of materials from sources outside the limits of Work, as shown on the plans, shall be assigned to the Contractor or the Subcontractor, as the case may be, that the Bidder proposes as installer of the materials. The value of material incorporated in any Subcontractor-installed Bid item that is supplied by the Bidder shall be included as a part of the Work that the Bidder proposes to be performed by the Subcontractor installing the item.
When the Bidder proposes to use a Subcontractor to construct or install less than 100 percent of a Bid item, the Bidder shall attach an explanation sheet to the Proposed Subcontractor Form (00 43 30). The explanation sheet shall clearly apprise the Agency of the specific facts that show the Bidder proposes to perform no less than fifty percent (50%) of the Work with its own forces.
Determination of the subcontract amounts for purposes of award of the Contract shall be determined by the Board in conformance with the provisions of the Contract Documents. The decision of the Board shall be final.
Contractor is prohibited from performing any Work on this Project with a Subcontractor who is ineligible to perform work on a public works project pursuant to Labor Code Section 1771.1 or 1777.7.
Bidders shall make copies of the disclosure forms as may be necessary to provide the required information to Subcontractors. The page number and total number of additional form pages shall be entered in the location provided on each type of form so duplicated.
18. BIDDER INFORMATION AND EXPERIENCE FORM.
Each Bidder shall complete the provided questionnaire and shall submit the questionnaire along with its Bid. Failure to provide all information requested within the questionnaire along with the Bid may cause the B id to be rejected as non -responsive. The Agency may reject any Bid if an investigation of the information submitted does not satisfy the Agency that the Bidder is qualified to properly carry out the terms of the Contract.
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The Bidder shall submit Bidder Information and Experience Form (00 43 40) with the Bid Package.
19. NON-COLLUSION AFFIDAVIT.
Bidders on all public works contracts are required to submit an affidavit of non -collusion with their Bid. This form (00 45 10 Non-Collusion Affidavit) is included with the Bid Package and must be signed and dated under penalty of perjury.
20. IRAN CONTRACTING ACT OF 2010.
In accordance with Public Contract Code Section 2200 et seq ., the Agency requires that any person that submits a bid or proposal or otherwise proposes to enter into or renew a contract with the Agency with respect to goods or services of $1,000,000 or more, certify at the time the bid is submitted or the contract is renewed, that the person is not identified on a list cr eated pursuant to subdivision (b) of Public Contract Code Section 2203 as a person engaging in investment activities in Iran described in subdivision (a) of Public Contract Code Section 2202.5, or as a person described in subdivision (b) of Public Contract Code Section 2202.5, as applicable.
The form of such Iran Contracting Certificate is included with the Bid Package and must be signed and dated under penalty of perjury.
21. PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION.
Pursuant to Labor Code Section 1773, the Agency has obtained the prevailing rate of per diem wages and the prevailing wage rate for holiday and overtime work applicable in San Diego County from the Director of the Department of Industrial Relations for eac h craft, classification, or type of worker needed to execute this Contract. A copy of these prevailing wage rates may be obtained via the internet at www.dir.ca.gov/dlsr/.
In addition, a copy of the prevailing rate of per diem wages is available at the Agency and shall be made available to interested parties upon request. The successful Bidder shall post a copy of the prevailing wage rates at each job site. It shall be mandatory upon the Bidder to whom the Contract is awarded, and upon any S ubcontractors, to comply with all Labor Code provisions, which include but are not limited to the payment of not less than the specified prevailing wage rates to all workers employed by them in the execution of the Contract, employment of apprentices, hours of labor and debarment of contractors and subcontractors.
Pursuant to Labor Code Sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work. If awarded the Contract, the Bidder and its S ubcontractors, of any tier, shall maintain active registration with the Department of Industrial Relations for the duration of the Project.
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This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. In bidding on this Project, it shall be the Bidder’s sole responsibility to evaluate and include the cost of complying with all labor compliance req uirements under the Contract and applicable law in its Bid.
To this end, Bidder shall sign and submit with its Bid the Public Works Contractor Registration Certification on the form provided, attesting to the facts contained in the registration certificate.
Failure to submit this certificate may render the Bid non-responsive. In addition, each Bidder shall provide the registration number for each listed S ubcontractor in the space provided in the Proposed Subcontractors Form (00 43 30).
22. PREVAILING WAGES.
Pursuant to Labor Code Sections 1720, et. seq. and 1770, et. seq., Contractor shall pay prevailing wages for all Work performed under the Contract. The Agency has obtained from the Director of the Department of Industrial Relations the general prevailing rate of per diem wages in the locality in which the Work will be performed for each craft or type of worker needed to execute the Contract. These rates are available at the Agency or may be obtained online at http://www.dir.ca.gov. Bidders are advised that a copy of these rates must be posted by the successful Bidder at the job site(s).
23. DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS.
In accordance with the provisions of the Labor Code, contractors or subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Labor Code Section 1777.1 or 1777.7. An y contract on a public works project executed between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract. Any public money that is paid to a debarred subcontractor by the Contractor for the Project shall be returned to the Agency. The Contractor shall be responsible for the payment of wages to workers of a debarred Subcontractor who has been allowed to work on the Project.
The Agency may disqualify a C ontractor or Subcontractor from participating in bidding when a Contractor or Subcontractor has been debarred by the Agency or another jurisdiction in the State of California as an irresponsible bidder.
24. SIGNING OF BIDS.
All Bids submitted shall be executed by the Bidder or its authorized representative. Bidders may be asked to provide evidence in the form of an authenticated resolution of its Board of Directors or a Power of Attorney evidencing the capacity of the person signing the Bid to bind the Bidder to each Bid and to any Contract arising therefrom.
If a Bidder is a joint venture or partnership, it may be asked to submit an authenticated Power of Attorney executed by each joint venturer or partner appointing and designating one of the joint venturers or partners as a management sponsor to execute the Bid on behalf of Bidder. Only that
00 21 10 INSTRUCTIONS TO BIDDERS Date Printed: June 3, 2024 Document Version: 1.0 Current Update: May 2023
joint venturer or partner shall execute the Bid. The Power of Attorney shall also: (1) authorize that particular joint venturer or partner to act for and bind Bidder in all matters relating to the Bid; and (2) provide that each venturer or partner shall be jointly and severally liable for any and all of the duties and obligations that the Bidder assumes under the Bid and under any Contract arising therefrom. The Bid shall be executed by the designated joint venturer or partner on behalf of the joint venture or partnership in its legal name.
25. SUBMISSION OF SEALED BIDS.
Once the Bid and supporting documents have been completed and signed as set forth in these Instructions to Bidders, they shall be uploaded, along with other required materials, to the online bidding portal before the deadline for submitting bids.
At the time of Bid submission, whether in the form of a cashier’s check, a properly certified check or an approved corporate surety bond payable to the Agency, Bidders must upload an electronic Portable Document Format (PDF) copy of the Bid Guarantee to the online bidding portal. The first 3 apparent low Bidders must provide the Agency with the original Bid Guarantee within 2 Business Days after the Bid opening date.
Failure to submit the electronic version of the Bid Guarantee at time of bid submission shall cause the bid to be rejected and deemed non -responsive. Failure to provide the original within 2 business days may deem the bidder non-responsive.
Original Bid Bond shall be submitted to:
Public Works Contract Administration
Attention: Janean Hawney, Contract Administrator
1635 Faraday Avenue
Carlsbad, California, 92008
No oral or telephonic B ids will be considered. Pursuant to Public Contract Code S ections 1600 and 1601, only where expressly permitted in these Instructions to Bidders and the Notice Inviting Bids may B idders submit their B ids via electronic transmission ( the online bidding portal ). Bids received after the Bid Submission Deadline will not be accepted. Agency may reject any B id not strictly complying with Agency’s designated methods for delivery.
26. OPENING OF BIDS.
Bids submitted on the online bidding portal will be reviewed by the Agency. Once the Bid Submission Deadline has passed, B idders, proposers, the general public, and Agency staff are able to immediately see the results online. Agency shall consider award of the Contract to the lowest, responsive, responsible Bidder as determined by the Agency consistent with Section 32 below. In case of a discrepancy between the line item entries submitted in the online bidding portal and the Bid Form, the online bidding portal shall prevail. In the event of any discrepancies, written numbers (e.g., fifty, hundred) will govern over numerical numbers (e.g., 50, 100) on the Bid Form.
00 21 10 INSTRUCTIONS TO BIDDERS Date Printed: June 3, 2024 Document Version: 1.0 Current Update: May 2023
In the event of any discrepancies, written numbers (e.g., fifty, hundred) will govern over numerical numbers (e.g., 50, 100) on the Price Proposal Form. Also, the sum of all lump sum line items will govern over the “Total Proposed Lump Sum Price” line item. The Agency may reject any or all Bids or waive any irregularities or informalities in any Bids or in the Bidding process.
The Bid and the terms of the Contract Documents constitute an irrevocable offer that shall remain valid and in full force for a period of 90 Calendar Days from the Bid Submission Deadline and such additional time as may be mutually agreed upon by the Agency and the Bidder.
27. WITHDRAWAL OF BID.
Any Bid may be withdrawn via written letter, incurring no penalty, at any time before the scheduled closing time for receipt of B ids. Requests to withdraw B ids shall be worded to not reveal the amount of the original Bid. Withdrawn B ids may be resubmitted until the Bid Submission Deadline, provided that resubmitted Bids are in conformance with these Instructions to Bidders.
Bids may be withdrawn after bid opening only by providing written notice to Agency within five (5) Working Days of the bid opening and in compliance with Public Contract Code Section 5100 et seq., or as otherwise may be allowed with the consent of the Agency.
28. BIDDERS INTERESTED IN MORE THAN ONE BID.
No Bidder shall be allowed to make, file or be interested in more than 1 Bid for the same work unless alternate Bids are specifically called for. If the Notice Inviting Bids provides for alternate Bids, a person, firm or corporation that has submitted a sub -proposal to a Bidder, or that has quoted prices of materials to a Bidder, is not disqualified from submitting a sub -proposal or quoting prices to other Bidders. No person, firm, corporation, or other entity may submit a sub - proposal to a Bidder, or quote prices of materials to a Bidder, when also submitting a prime Bid on the same Project.
29. SALES AND OTHER APPLICABLE TAXES, PERMITS, LICENSES, AND FEES.
Contractor and its Subcontractors performing work under the Contract will be required to pay California sales tax and other applicable taxes, and to pay for permits, licenses and fees required by the agencies with authority in the jurisdiction in which the Work will be locate d, unless otherwise expressly provided by the Contract Documents.
30. PERMIT AND INSPECTION FEE ALLOWANCE.
Notwithstanding anything contained in these Instructions to Bidders, the Bid Form contains an allowance for the Contractor’s cost of acquiring traffic control permits and for construction inspection fees that may be charged to the Contractor by the Agency. The allowance is included within the Bid Form to eliminate the need by Bidders to research or estimate the costs of traffic control permits and construction inspection fees before submitting a Bid. The allowance is specifically intended to account for the costs of traffic control permits and construction inspection fees charged by the Agency. No other costs payable by Contractor to the Agency are included within the allowance.
00 21 10 INSTRUCTIONS TO BIDDERS Date Printed: June 3, 2024 Document Version: 1.0 Current Update: May 2023
If such cost is not specified in the Bid Form, the Contractor shall include the costs in the other Bid items on the Bid Form.
31. BASIS OF AWARD; BALANCED BID.
The Agency shall award the Contract to the lowest responsible Bidder submitting a responsive Bid. The lowest Bid will be determined on the basis of the total B id price. In the event of any discrepancies, written numbers (e.g., fifty, hundred) will govern over numerical numbers (e.g., 50, 100) on the Price Proposal Form. Also, the sum of all lump sum line items will govern over the “Total Proposed Lump Sum Price” line item.
The Agency may reject any Bid which, in its opinion when compared to other Bids received or to the Agency’s internal estimates, does not accurately reflect the cost to perform the Work. The Agency may reject as non-responsive any Bid which unevenly weights or allocates costs, including but not limited to overhead and profit to 1 or more particular Bid items or otherwise violates Public Contract Code Section 9203.
32. AWARD PROCESS.
Once all Bids are opened and reviewed to determine the lowest responsive and responsible Bidder, the Board may award the Contract. Once notified by Agency staff, the apparent successful Bidder should begin to prepare the following documents: (1) the Labor and Materials Bond; (2) the Performance and Warranty Bond; and (3) the required insurance certificates and endorsements. Once the Agency notifies the Bidder of the award, the Bidder will have 10 Working Days from the date of this notification to execute the Contract and supply the Agency with all of the required documents and certifications or the Bidder may forfeit the Bid security and the Agency may pursue award of the Contract to the next lowest, responsive, responsible Bidder.
Once the Agency receives all properly drafted and executed documents and certifications from the Bidder, the Agency shall issue a Notice to Proceed to that Bidder.
33. EXECUTION OF CONTRACT.
As required in these Instructions to Bidders, the Bidder to whom an award is made shall execute the Contract in the amount determined by the Contract Documents. The Agency may require appropriate evidence that the persons executing the Contract are duly empowered to do so. The Contract and bond forms to be executed by the successful Bidder are included within these Specifications and shall not be detached.
34. BUSINESS LICENSE
The prime C ontractor and all S ubcontractors are required to have and maintain a valid City of Carlsbad Business License for the duration of the Contract.
35. PARTICIPATION OF MINORITY AND WOMEN-OWNED BUSINESSES.
The Agency encourages the participation of minority and women-owned businesses.
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36. USE OF RECYCLED MATERIALS
The Agency encourages Bidders, suppliers, manufacturers, fabricators and contractors to utilize recycled and recyclable materials when available, appropriate and approved by the Agency’s Engineer.
37. STATUTORY REFERENCES
All references in these Instructions to Bidders (00 21 10) to any statute, rule or regulation are to the statute, rule or regulation as amended, modified, supplemented or replaced from time to time by the corresponding legislative or regulatory body.
END OF SECTION
00 41 10 BID FORM Date Printed: June 3, 2024
Document Version: 1.0 Current Update: May 2023
00 41 00 BID FORM
NAME OF PROJECT: Carlsbad Fleet Fuel Island Upgrade
CONTRACT NO.: PWS24-2282FAC
NAME OF BIDDER:
AGENCY: City of Carlsbad
1635 Faraday Ave
Carlsbad, CA 92008
The undersigned declares that we have carefully examined the location of the proposed Work, and have read and examined the Contract Documents, including all Plans, Specifications, and Addenda, if any, for the above -mentioned Project. The undersigned has acknowledged receipt, understanding, and full consideration of ANY and ALL Addenda to the Contract Documents via the online bidding portal.
We propose to furnish all labor, materials, equipment, tools, transportation, and services, and to discharge all duties and obligations necessary and required to perform and complete the Project, as described and in strict conformity with the Drawings, and these Specifications for TOTAL BID PRICE.
Attached is the required Bid Bond (00 43 10) or Bid Security (00 43 20) in the amount of not less than 10% of the Total Bid Price.
Attached is the completed Proposed Subcontractors form (00 43 30). Attached is the completed Bidder Information and Experience form (00 45 40) Attached is the fully executed Non-collusion Affidavit (00 45 10). Attached is the completed Iran Contracting Act Certification form (00 45 15). Attached is the completed Public Works Contractor Registration Certification form (00 45 20).
Attached is the completed Certificate of Insurance form (00 45 25). Attached is the Statement of Regarding Debarment form (00 45 30) Attached is the Disclosure of Discipline Record (00 45 35) Attached is the Optional Escrow Agreement (if applicable) (00 61 30)
00 41 10 BID FORM Date Printed: June 3, 2024
Document Version: 1.0 Current Update: May 2023