R-7257 Addendum 1 - Plan Sheet T-1.pdf
PDF 1 MB Posted
- Attached to
- LONG BEACH AIRPORT GATEWAY SIGN (R-7257)
- Solicitation number
- AP-25-548
- Issued by
- California
About this file
This is a project title sheet and construction plan set prepared by Tetra Tech, Inc. for the City of Long Beach Department of Public Works, involving the installation of concrete footing and retaining wall infrastructure for the Long Beach Airport Gateway Sign. The project scope includes grubbing and clearing the site, excavation and backfill, electrical installation, retaining wall construction, installation of 12-foot by 18-inch aluminum letters, irrigation system repair and replacement, construction of a concrete swale, and installation of new irrigation lines with spray heads. The work must comply with the 2022 editions of the California Building Code, Fire Code, Electrical Code, Mechanical Code, Plumbing Code, Green Building Standards Code, and Building Energy Efficiency Standards Code, as well as Title 18 of the Long Beach Municipal Code and ADA requirements. The contractor is required to apply for an FAA 7460 permit 90 days prior to construction.
The contractor assumes full responsibility for site conditions, utilities location and protection, liability insurance, inspections, and material removal within five days of completion. All concrete must achieve a minimum compressive strength of 4,000 PSI at 28 days using Type II/V cement with a maximum water-cement ratio of 0.45. Reinforcing steel must be ASTM A934/A934M Grade 40 or 60, epoxy coated or hot-dipped galvanized, and stainless steel bolts must conform to ASTM F879. The irrigation scope includes replacement of control valves, up to 30 percent of 3/4-inch PVC lines, and 100 percent of spray heads in-kind using Hunter PGJ 180-degree sprinkler heads. Best management practices for debris removal, dust control, material storage, and spill prevention must be implemented throughout construction, with all debris and excess materials removed from the site within 24 hours of project completion.
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CITY OF LONG BEACH
DEPARTMENT OF PUBLIC WORKS
411 W. OCEAN BLVD., 5TH FLOOR
LONG BEACH, CA 90802
TETRA TECH, INC.
ENGINEERS, PLANNERS, & ARCHITECTS
17885 VON KARMAN AVE #500
(949) 809-5000
PROJECT DIRECTORY 1
DWG REF. SHT # TITLE
T-1 1 TITLE SHEET- LONG BEACH AIRPORT
GATEWAY SIGN
C-1 2 CONSTRUCTION PLAN & ELEVATION
C-2 3 SECTIONS & DETAILS
A-1 4 SITE CONTEXT, SITE PLAN & GRAPHIC
STANDARDS
A2 5 SITE AND SIGN LOCATION PLAN,
ELEVATIONS & DESIGN DETAILS
A-3 6 DAY & NIGHT RENDERINGS
I-1 7 IRRIGATION PLAN
E-1 8 ELECTRICAL SYMBOLS, NOTES, AND
ABBREVIATIONS
E-2 9 ELECTRICAL SITE PLAN
E-3 10 ELECTRICAL DETAILS
E-4 11 SINGLE LINE DIAGRAM
SHEET INDEX 2
THE WORK TO BE PERFORMED INCLUDES: INSTALLATION OF THE
CONCRETE FOOTING AND RETAINING WALL FOR THE LONG BEACH
AIRPORT GATEWAY SIGN.
PROJECT DESCRIPTION 34VICINITY MAP
6REFERENCE LEGEND
S-1S-1 S-1
5APPLICABLE CODES
2022 EDITION OF THE CALIFORNIA BUILDING CODE
2022 EDITION OF THE CALIFORNIA FIRE CODE
2022 EDITION OF THE CALIFORNIA ELECTRICAL CODE
2022 EDITION OF THE CALIFORNIA MECHANICAL CODE
2022 EDITION OF THE CALIFORNIA PLUMBING CODE
2022 EDITION OF THE CALIFORNIA GREEN BUILDING
STANDARDS CODE
2022 EDITION OF THE CALIFORNIA BUILDING ENERGY
EFFICIENCY STANDARDS CODE
TITLE 18 OF THE LONG BEACH MUNICIPAL CODE
SECTION
CONSTRUCTION NOTES
8SITE MAP/ STAGING AREA SCALE: N.T.S.
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1 GRUB AND CLEAR SITE.
2 EXCAVATE, BACKFILL, AND GRADE.
3 INSTALL ELECTRICAL. SEE ELECTRICAL PLAN.
4 EXCAVATE AND CONSTRUCT RETAINING WALL PER SHT C-2,
DTL. 1.
5 INSTALL 12'x18" ALUMINUM "LETTERS".
6 REPAIR IRRIGATION. SEE LANDSCAPE PLAN.
7 6' FENCE COVERED WITH AN APPROVED SCREEN.
8 CONSTRUCT CONCRETE SWALE PER SHT C-2, DTL. 4.
9 REMOVE AND REPLACE IRRIGATION CONTROL VALVES.
10 INSTALL NEW 34" IRRIGATION LINE WITH NEW SPRAY HEADS
IN-KIND - HUNTER PGJ - 180 DEGREE SPRINKLER HEAD
UNLESS OTHERWISE NOTED. INCREASE LINE TO
MATCH MAIN LINE AND HEADS.
GENERAL NOTES
1. CONTRACTOR SHALL COMPLY WITH ALL PERMITS FOR THE WORK. THE
CONTRACTOR SHALL COMPLY WITH ALL STATE, COUNTY, AND CITY LAWS AND
ORDINANCES RELATING TO SAFETY, CHARACTER OF WORK, EQUIPMENT AND
LABOR PERSONNEL. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH
ALL CITY ORDINANCES, PROVISIONS OF ALL APPLICABLE LOCAL AND REGIONAL
GUIDELINES AND STANDARDS. CONSTRUCTION SHALL CONFORM WITH THE 2022
EDITION OF THE CALIFORNIA BUILDING CODE, AMERICANS WITH DISABILITIES
ACT (ADA), AND ALL LOCAL AND STATE CODES AND ORDINANCES WHERE
APPLICABLE.
2. THE CONTRACTOR SHALL FURNISH ALL TOOLS, EQUIPMENT, MATERIALS, AND
SUPPLIES AND SHALL PERFORM ALL LABOR, SUPERVISION, FABRICATION,
ASSEMBLY, AND INSTALLATION HEREIN.
3. CONTRACTOR SHALL STRICTLY ENFORCE ALL APPLICABLE SAFETY LAWS (I.E.
OSHA, CAL-OSHA) AND MAINTAIN SITE SAFETY. THE CONTRACTOR SHALL
PROVIDE BARRICADES, WARNING LIGHTS, AND SIMILAR SAFETY MEASURES TO
PROTECT PUBLIC SAFETY DURING CONSTRUCTION.
4. COPIES OF ALL PERMITS ARE AVAILABLE FROM THE CITY AND SHOULD BE
AVAILABLE FOR REFERENCE ON-SITE AT ALL TIMES.
5. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND PROTECT FROM
DAMAGE ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE HELD
RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING STRUCTURES AND
UTILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE
EXACT LOCATION OF EXISTING UTILITIES BY USING UNDERGROUND DIG ALERT
SERVICE SUFFICIENTLY IN ADVANCE OF BEGINNING OR WORK. THE
CONTRACTOR SHALL THEN NOTIFY THE APPROPRIATE UTILITY COMPANIES. ANY
UTILITIES EXPOSED OR DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT
THE CONTRACTOR'S EXPENSE.
6. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO ADJACENT FACILITIES
CAUSED BY OR DURING THE PERFORMANCE OF WORK AT NO ADDITIONAL COST
TO COLB.
7. THE CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR THE
JOB SITE CONDITIONS AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE
ADEQUATE LIABILITY INSURANCE TO DEFEND, INDEMNIFY AND HOLD HARMLESS
COLB FROM ANY CLAIMS AND DAMAGES THAT MAY ARISE FROM THIS
CONSTRUCTION.
8. THE CONTRACTOR IS RESPONSIBLE FOR ARRANGING ALL REQUIRED
INSPECTIONS. THE PRESENCE OR ABSENCE OF A CITY OR OTHER INSPECTOR
WILL NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR THE
PROPER PERFORMANCE OF WORK.
9. ALL MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR
UNLESS OTHERWISE NOTED. ANY AND ALL CONSTRUCTION MATERIAL SHALL BE
REMOVED FROM THE SITE WITHIN 5 DAYS OF COMPLETION OF CONSTRUCTION.
10. ANY CONFLICTS WITH THE DESIGN OR ANY CHANGES TO THE PLANS SHALL BE
AUTHORIZED BY THE ENGINEER BEFORE CONTINUING WITH WORK IN THAT
AREA.
11. ANY OFF-SITE IMPROVEMENTS FOUND TO BE DAMAGED SHALL BE REPLACED TO
THE SATISFACTION OF THE CITY ENGINEER.
12. CONTRACTOR SHALL APPLY FOR FAA 7460 PERMIT 90 DAYS PRIOR TO
CONSTRUCTION.
STAGING AND DEMOLITION
1. CONTRACTOR SHALL SCHEDULE AND COORDINATE CONSTRUCTION AND
DEMOLITION/REMOVAL WITH THE CITY TO ALLOW FOR USE OF ADJACENT
FACILITIES.
2. INSTALL 6' TEMPORARY SCREENED SECURITY FENCE AROUND CONTRACTOR
STAGING AREA APPROVED BY THE ENGINEER OF RECORD. STAGING AREA AND
PROJECT SITE TO BE RESTORED TO EXISTING OR BETTER CONDITION AFTER
CONSTRUCTION.
REINFORCING STEEL
1. ALL ARRANGEMENT AND DETAILING OF REINFORCING STEEL, INCLUDING BAR
SUPPORTS AND SPACERS, SHALL BE IN ACCORDANCE WITH THE LATEST ACI 315
DETAILING MANUAL.
2. ASTM A934 / A934M-16, GRADE 40 (#3 REBAR OR SMALLER), ASTM A934 /
A934M-16, GRADE 60 (#4 REBAR OR LARGER), ASTM A185, GRADE 65 (WELDED
WIRE FABRIC SHEETS). BARS TO BE WELDED SHALL BE ASTM A706, GRADE 60.
3. ALL REBAR PROVIDED MUST BE EPOXY COATED OR HOT DIPPED GALVANIZED.
SS 316 BOLTS
1. STAINLESS STEEL BOLTS SHALL CONFORM TO THE FOLLOWING: ALLOY GROUP
2, ASTM F879, 75 KSI TENSILE STRENGTH
CONCRETE
1. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO REQUIREMENTS SET
FORTH IN ACl-318, AND ACl-301.
2. THE MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE AT 28 DAYS SHALL BE:
F'c - 4,000 PSI TYPE II/V.
3. CONCRETE MIX DESIGN SHALL NOT EXCEED A WATER/CEMENT RATIO OF 0.45.
APPROVED ADMIXTURES MAY BE USED TO INCREASE THE WORKABILITY OF THE
CONCRETE UPON WRITTEN APPROVAL OF THE OWNER.
4. ALL CONCRETE MIXING SHALL MEET THE REQUIREMENTS SET FORTH IN ASTM
C94. USE TYPE III/V CEMENT, ASTM 150.
5. CONCRETE SHALL BE NORMAL WEIGHT WITH MAX. AGGREGATE OF ¾" AND
CONFORMING TO ASTMC33.
6. WET SETTING OF REINFORCING BARS IN FOOTINGS AND WALLS IS NOT
ALLOWED.
7. PROTECT ALL CONCRETE FROM DRYING AND PREMATURE CURING DURING
EXTREME WEATHER CONDITIONS. IT IS NOT PERMITTED TO ADD ANY POTABLE
WATER TO MIXTURE ON-SITE.
8. CONCRETE FORM WORK TO BE OF ADEQUATE STRENGTH AND BRACED TO
PREVENT DEFORMATION.
SUBMITTALS
1. CONCRETE MIX DESIGN
2. EPOXY COATED REBAR
3. SS 316 BOLTS
4. ELECTRICAL MATERIALS
DEPUTY INSPECTIONS
1. FOUNDATION EXCAVATION
2. BASE COMPACTION
3. SUBBASE COMPACTION
4. REBAR PLACEMENT
5. CONCRETE POUR
GRADING NOTES
1. CONTRACTOR TO UTILIZE EXCAVATED MATERIAL TO GRADE TO
ADJACENT ELEVATION.
2. COMPACT TO 90% MAXIMUM DRY DENSITY.
3. SPRAY WATER TO REDUCE DUST DURING EXCAVATION.
4. COVER STOCK PILES DAILY.
IRRIGATION
SCOPE OF WORK FOR IRRIGATION IS TO REPLACE IRRIGATION CONTROL
VALVES. REPLACE UP TO 30% OF 34" PVC IRRIGATION LINES AND 100% OF ALL
SPRAY HEADS IN-KIND. CONTRACTOR TO PERFORM PERFORMANCE.
ABBREVIATIONS
ACI AMERICAN CONCRETE INSTITUTE
ASD ALLOWABLE STRESS DESIGN
ASTM AMERICAN SOCIETY FOR TESTING MATERIALS
AVE. AVENUE
BLVD. BOULEVARD
CLB CITY OF LONG BEACH
CLR CLEAR
CONC CONCRETE
CONT. CONTINUOUS
CY CUBIC YARDS
DEMO DEMOLISH
DIA. DIAMETER
DTL. DETAIL
(E) EXISTING
EL. ELEVATION
ELEV. ELEVATION
EPB ELECTRICAL PULL BOX
HEX HEXAGONAL
HP HIGH POINT
ICV IRRIGATION CONTROL VALVE
KSI KILOPOUNDS PER SQUARE INCH
LG LONG
MAX MAXIMUM
MIN MINIMUM
(N) NEW
NO. NUMBER
NTS NOT TO SCALE
O.C. ON CENTER
P.I.P. PROTECT IN PLACE
P.O.C. POINT OF CONNECTION
PSI POUNDS PER SQUARE INCH
REF. REFERENCE
SHT SHEET
SS 316 STAINLESS STEEL 316
THK THICKNESS
TYP TYPICAL
W/ WITH
W. WEST FINAL SUBMITTAL - FOR REVIEW
BEST MANAGEMENT PRACTICES
(BMP'S)
CONTRACTOR 'S CONSTRUCTION RESPONSIBILITES AND DEBRIS REMOVAL
A. NO DEMOLITION OR CONSTRUCTION MATERIALS, EQUIPMENT, DEBRIS,
OR WASTE SHALL BE PLACED OR STORED WHERE IT MAY ENTER
SENSITIVE HABITAT, RECEIVING WATERS OR A STORM DRAIN, OR BE
SUBJECT TO WAVE, WIND, RAIN OR TIDAL EROSION AND DISPERSION;
B. ANY AND ALL DEBRIS RESULTING FROM DEMOLITION OR CONSTRUCTION
ACTIVITIES, AND ANY REMAINING CONSTRUCTION MATERIAL, SHALL BE
REMOVED FROM THE PROJECT SITE WITHIN 24 HOURS OF COMPLETION
OF THE PROJECT;
C. DEMOLITION OR CONSTRUCTION DEBRIS AND SEDIMENT SHALL BE
REMOVED FROM WORK AREAS EACH DAY THAT DEMOLITION OR
CONSTRUCTION OCCURS TO PREVENT THE ACCUMULATION OF
SEDIMENT AND OTHER DEBRIS THAT MAY BE DISCHARGED OUTSIDE OF
THE PROJECT SITE;
D. MACHINERY OR CONSTRUCTION MATERIALS NOT ESSENTIAL FOR
PROJECT IMPROVEMENTS WILL NOT BE ALLOWED AT ANY TIME ONSITE;
E. ALL TRASH AND DEBRIS SHALL BE DISPOSED IN THE PROPER TRASH
AND RECYCLING RECEPTACLES AT THE END OF EVERY CONSTRUCTION
DAY;
F. THE APPLICANT SHALL PROVIDE ADEQUATE DISPOSAL FACILITIES FOR
SOLID WASTE, INCLUDING EXCESS CONCRETE, PRODUCED DURING
DEMOLITION OR CONSTRUCTION;
G. DEBRIS SHALL BE DISPOSED OF AT A LEGAL DISPOSAL SITE OR
RECYCLED AT A RECYCLING FACILITY.
H. ALL STOCK PILES AND CONSTRUCTION MATERIALS SHALL BE COVERED,
ENCLOSED ON ALL SIDES, SHALL BE LOCATED AS FAR AWAY AS
POSSIBLE FROM DRAIN INLETS AND ANY WATERWAY, AND SHALL NOT BE
STORED IN CONTACT WITH THE SOIL;
I. MACHINERY AND EQUIPMENT SHALL BE MAINTAINED AND WASHED IN
CONFINED AREAS SPECIFICALLY DESIGNED TO CONTROL RUNOFF.
THINNERS OR SOLVENTS SHALL NOT BE DISCHARGED INTO SANITARY
OR STORM SEWER SYSTEMS;
K. THE DISCHARGE OF ANY HAZARDOUS MATERIALS SHALL BE PROHIBITED;
L. SPILL PREVENTION AND CONTROL MEASURES SHALL BE IMPLEMENTED
TO ENSURE THE PROPER HANDLING AND STORAGE OF PETROLEUM
PRODUCTS AND OTHER CONSTRUCTION MATERIALS. MEASURES SHALL
INCLUDE A DESIGNATED FUELING AND VEHICLE MAINTENANCE AREA
WITH APPROPRIATE BERMS AND PROTECTION TO PREVENT ANY
SPILLAGE OF GASOLINE OR RELATED PETROLEUM PRODUCTS OR
CONTACT WITH RUNOFF. THE AREA SHALL BE LOCATED AS FAR AWAY
FROM THE RECEIVING WATERS AND STORM DRAIN INLETS AS POSSIBLE;
M. BEST MANAGEMENT PRACTICES (BMPS) AND GOOD HOUSEKEEPING
PRACTICES (GHPS) DESIGNED TO PREVENT SPILLAGE AND/OR RUNOFF
OF DEMOLITION OR CONSTRUCTION-RELATED MATERIALS, AND TO
CONTAIN SEDIMENT OR CONTAMINANTS ASSOCIATED WITH DEMOLITION
OR CONSTRUCTION ACTIVITY, SHALL BE IMPLEMENTED PRIOR TO THE
ON-SET OF SUCH ACTIVITY; AND
N. ALL BMPS SHALL BE MAINTAINED IN A FUNCTIONAL CONDITION
THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITY.
PROJECT SITE
STAGING AREA WITH 6' FENCE
COVERED WITH AN APPROVED SCREEN
CITY OF
LONG BEACH
PROJECT
SITE
ADDENDUM NO. 1
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JONATHAN GOBER
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RAFAEL HOLCOMBE
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RAFAEL HOLCOMBE
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