PLANS San Juan TDWR-R4.pdf
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- RFO/Solicitation: SJU TDWR and Road Repairs Project at San Juan Airport in San Juan, PR.
- Solicitation number
- 697DCK-20-R-00293
About this file
This solicitation announcement is for a construction project to replace the San Juan Terminal Doppler Weather Radar (TDWR) and repair roads at the San Juan International Airport in San Juan, Puerto Rico. The Federal Aviation Administration Eastern Region Acquisition Service Area, Boston Acquisition Office seeks offers for the project with an estimated price range of $4.0 million to $7.0 million. The performance period is 409 calendar days from the effective date of the Notice to Proceed. This procurement is set aside 100% for total small business concerns under NAICS code 236220 with a size standard of $39.5 million. Accompanying the announcement are the request for offer, specifications, drawings, instructions to offerors, wage rates, forms, and a sample construction waste program report. The point of contact is Maylisse Matos at 404-305-7093.
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Text version
CHECKED
AECOM project no.
Copyright © 2014 AECOM Corporation, All Rights Rese rved
DESIGNED DATE
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APPROVED BY
JCNISSUED BY
SUBMITTED BY
SIGNATURE:
DATE:
DRAWING NO
SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALE FOR OTHER SIZES
REVIEWED BY
SJU-D-TDWR-
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
TDWR
EASTERN SERVICE AREA ATLANTA, GEORGIA
SAN JUAN PRSAN JUAN INTERNATIONAL AIRPORT (SJU)
PROJECT/SYSTEM ENGINEER ENGINEERING MANAGER
REV APPROVED
DATE
REDLINE
DATE
DESCRIPTION JCN APVD
1360 Peachtree St, NE Suite 500 Tel. No (678)808-8800
Atlanta, Georgia 30309 Fax. (678)808-8400
DISCIPLINE: GENERAL
NAME : BRIAN E. WILLIFORD
GEORGIA REG. #: RA014107
GENERAL
10/01/2019
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
FOR OFFICIAL USE ONLY
10/01/2019 100% DESIGN SUBMITTAL
3/ 6/
:0
6:
P M
G000
COVER SHEET
SAN JUAN INTERNATIONAL AIRPORT (SJU)
TERMINAL DOPPLER WEATHER RADAR(TDWR)
OCTOBER 1, 2019
REV
MARCH 5, 2020
3/5/2020
MAYLISSE MATOS COURTNEY NOLAN
Lowe, Jeff A (Atlanta) Typewriter 1604531
G000 COVER SHEET
G001 SHEET INDEX
G002 GENERAL NOTES
C100 OVERALL EXISTING CONDITIONS PLAN
C200 CIVIL DEMOLITION PLAN
C201 CIVIL DEMOLITION PICTURES
C300 OVERALL SITE PLAN
C301 CIVIL SITE PLAN
C400 EROSION CONTROL PLAN
C401 EROSION CONTROL DETAILS
C500 HVAC UNIT WASHDOWN SYSTEM PLAN
C600 ACCESS ROAD EXISTING CONDITIONS, BORINGS AND PROJECT LIMITS
C601 ACCESS ROAD GEOMETRIC LAYOUT
C602 ACCESS ROAD GRADING PLAN AND PROFILE
C603 ACCESS ROAD CROSS SECTIONS
C604 ACCESS ROAD CROSS SECTIONS
C605 ACCESS ROAD CIVIL DETAILS
A101 FLOOR AND ROOF PLAN
A102 EXTERIOR ELEVATION
A201 PICTURE REFERENCES
A202 PICTURE REFERENCES
A203 NEW SIGNAGE REQUIREMENTS
S001 GENERAL NOTES
S010 OVERALL SITE PLAN
S020 TOWER ISOMETRICS
S030 BRACING ELEVATIONS
S101 FOUNDATION PLANS
S102 FIRST & SECOND FLOOR FRAMING PLAN
S103 THIRD & FOURTH FLOOR FRAMING PLAN
S104 FIFTH FLOOR FRAMING PLAN
S201 BRACING DETAILS
S202 BRACING DETAILS
S210 CABLE BRIDGE SUPPORT
S301 FOUNDATION DETAILS
S302 STRUCTURAL STEEL DETAILS
S303 STRUCTURAL STEEL DETAILS
S401 STAIR AND LANDING PLANS
S402 STAIR TYPICAL PLANS AND DETAILS
S403 STAIR TYPICAL DETAILS
S501 MEMBER FORCES
S502 CORROSION PROTECTION
S601 PHOTO REFERENCE
S602 WALL REPAIR DETAILS
S701 MAINTENANCE LEVEL REFURBISHMENT
S702 MAINTENANCE LEVEL REFURBISHMENT
M-101 HVAC PLAN - RADAR TOWER
M-501 SCHEDULES & DETAILS
M-601 PICTURE REFERENCE
E001 ABBREVIATIONS AND SYMBOLS LISTS
E002 ELECTRICAL GENERAL NOTES
E101 EQUIPMENT BLDG - LIGHTING AND POWER PLAN
E102 EQUIPMENT BLDG - GROUNDING PLAN
E103 EQUIPMENT BLDG - SYSTEMS PLAN
E104 TOWER ELECTRICAL PLANS
E105 TOWER GROUNDING PLAN
E501 DETAILS
E601 PHOTO REFERENCES
E602 PHOTO REFERENCES
E603 PHOTO REFERENCES
E604 PHOTO REFERENCES
E605 PHOTO REFERENCES
E606 PHOTO REFERENCES
E607 PHOTO REFERENCES
SHEET INDEX
GENERAL
CIVIL
ARCHITECTURE
STRUCTURAL
MECHANICAL
ELECTRICAL
CHECKED
AECOM project no.
Copyright © 2014 AECOM Corporation, All Rights Reserved
DESIGNED DATE
H
G
F
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D
C
B
A
7 6 5 4 3 2 1
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F
E
D
C
B
A
8 7 6 5 4 3 2 1
DRAWN
APPROVED BY
JCNISSUED BY
SUBMITTED BY
SIGNATURE:
DATE:
DRAWING NO
SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALE FOR OTHER SIZES
REVIEWED BY
SJU-D-TDWR-
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
TDWR
EASTERN SERVICE AREA ATLANTA, GEORGIA
SAN JUAN PRSAN JUAN INTERNATIONAL AIRPORT (SJU)
PROJECT/SYSTEM ENGINEER ENGINEERING MANAGER
REV APPROVED
DATE
REDLINE
DATEDESCRIPTION JCN APVD
1360 Peachtree St, NE Suite 500 Tel. No (678)808-8800
Atlanta, Georgia 30309 Fax. (678)808-8400
DISCIPLINE: GENERAL
NAME : BRIAN E. WILLIFORD
GEORGIA REG. #: RA014107
GENERAL
10/01/2019
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
FOR OFFICIAL USE ONLY
10/01/2019 100% DESIGN SUBMITTAL
3/
/2
5:
:1
PM
RJD G001
SHEET INDEX
REV
3/ 5/
3/ 5/
3/5/2020
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MAYLISSE MATOS COURTNEY NOLAN
Lowe, Jeff A (Atlanta)
GENERAL NOTES
CHECKED
URS project no.
DESIGNED DATE
H
G
F
E
D
C
B
A
7 6 5 4 3 2 1
H
G
F
E
D
C
B
A
8 7 6 5 4 3 2 1
DRAWN
APPROVED BY
JCN
ISSUED BY
SUBMITTED BY
SIGNATURE:
DATE:
DRAWING NO
SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALE FOR OTHER SIZES
REVIEWED BY
SJU-TDWR-C
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
TDWR
EASTERN SERVICE AREA ATLANTA, GEORGIA
SAN JUAN PRSAN JUAN INTERNATIONAL AIPORT (SJU)
PROJECT/SYSTEM ENGINEER ENGINEERING MANAGER
REV
APPROVED
DATE
REDLINE
DATE
DESCRIPTION JCN APVD
1360 Peachtree St, NE Suite 500 Tel. No (678)808-8800
Atlanta, Georgia 30309 Fax. (678)808-8400
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
FOR OFFICIAL USE ONLY
DISCIPLINE: CIVIL
NAME: JEFFREY A. LOWE
GEORGIA REG. #: 27078
CIVIL
JAL
AAB
JAL
03/05/2020
P
M
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GENERAL NOTES
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GENERAL SECURITY & SAFETY NOTES
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1. PAVEMENT CLOSURES - NO ROADWAY WILL BE CLOSED WITHOUT APPROVAL OF THE RE. PAVEMENT CLOSURES - NO ROADWAY WILL BE CLOSED WITHOUT APPROVAL OF THE RE. WRITTEN REQUESTS FOR CLOSURES ARE TO BE SUBMITTED TO THE RE A MINIMUM OF 3 BUSINESS DAYS PRIOR TO CLOSURE. 2. CONSTRUCTION LIMITS - ALL CONTRACTOR VEHICLES AND CONSTRUCTION TRAFFIC ARE CONSTRUCTION LIMITS - ALL CONTRACTOR VEHICLES AND CONSTRUCTION TRAFFIC ARE REQUIRED TO STAY WITHIN THE LIMITS OF CONSTRUCTION WHILE ON THE CONSTRUCTION SITE. THESE LIMITS ARE STRICTLY ENFORCED. LIMITS SHALL BE DEFINED AT THE PRE-CONSTRUCTION MEETING AND MAY CHANGE DURING CONSTRUCTION AS DIRECTED BY THE RE. TRAFFIC ASSOCIATED WITH CONSTRUCTION IS TO USE ONLY AREAS SHOWN FOR CONSTRUCTION USE. 3. THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED PERSONNEL OR TRAFFIC ON THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED PERSONNEL OR TRAFFIC ON THE SITE. 4. CONTRACTOR'S SECURITY CLEARANCE: THE CONTRACTOR'S EMPLOYEES SHALL COMPLY CONTRACTOR'S SECURITY CLEARANCE: THE CONTRACTOR'S EMPLOYEES SHALL COMPLY WITH ALL SECURITY CLEARANCE REQUIREMENTS OF THE CONSTRUCTION CONTRACT AND WITH LOCAL AUTHORITIES. 5. THE CONTRACTOR SHALL PREPARE A SITE SECURITY PLAN FOR ALL WORK AND SUBMIT THE CONTRACTOR SHALL PREPARE A SITE SECURITY PLAN FOR ALL WORK AND SUBMIT TO PUERTO RICO AIR NATIONAL GUARD (PRANG)/FAA FOR APPROVAL PRIOR TO COMMENCEMENT. ANY PROPOSED ADJUSTMENTS TO THE EXISTING SIDA FENCE MUST BE APPROVED BY FAA/PRANG. APPROVAL MAY TAKE UP TO 45 DAYS.
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PROTECTION OF REMAINING ITEMS DURING DEMOLITION
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1. PROTECT ALL ITEMS DESIGNATED TO REMAIN FROM DISTURBANCES OR DAMAGE DURING PROTECT ALL ITEMS DESIGNATED TO REMAIN FROM DISTURBANCES OR DAMAGE DURING DEMOLITION. 2. EXISTING FENCING SHALL BE PROTECTED DURING DEMOLITION. EXISTING FENCING SHALL BE PROTECTED DURING DEMOLITION. 3. THE CONTRACTOR SHALL PROTECT ANY PAVEMENT, SIDEWALK, CURB AND GUTTER, THE CONTRACTOR SHALL PROTECT ANY PAVEMENT, SIDEWALK, CURB AND GUTTER, UTILITY STRUCTURES THAT ARE TO REMAIN. THE RE AND CONTRACTOR SHALL FIELD VERIFY ALL ITEMS THAT ARE TO BE PROTECTED PRIOR TO EACH PHASE OF DEMOLITION. ANY DAMAGE SHALL BE REPAIRED TO AN EQUAL OR BETTER CONDITION THAN THE ORIGINAL TO THE SATISFACTION OF THE RE AND AT THE CONTRACTOR'S OWN EXPENSES.
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GENERAL DEMOLITION AND REMOVAL NOTES
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1. THE REMOVAL OF ALL FACILITIES SHALL BE PERFORMED BY THE CONTRACTOR UNLESS THE REMOVAL OF ALL FACILITIES SHALL BE PERFORMED BY THE CONTRACTOR UNLESS OTHERWISE INDICATED ON THE DRAWINGS. ALL AREAS WHERE LANDSCAPING HAS BEEN REMOVED SHALL BE RE-STABILIZED AND SODDED IN ACCORDANCE WITH NOTES AND SPECIFICATIONS. 2. ALL LANDSCAPING (TREES, SCRUBS AND GROUND COVER) THAT ARE NOT IDENTIFIED ALL LANDSCAPING (TREES, SCRUBS AND GROUND COVER) THAT ARE NOT IDENTIFIED TO BE REMOVED SHALL BE PROTECTED IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. PROTECT THE LANDSCAPING IN THE AREA TO THE EXTENT FEASIBLE. NO LANDSCAPING REMOVAL SHALL BE DONE WITHOUT APPROVAL OF THE RE. 3. SAW CUT EXISTING PAVEMENT TO BE REMOVED TO PROVIDE CLEAN EDGE, AND REPAIR SAW CUT EXISTING PAVEMENT TO BE REMOVED TO PROVIDE CLEAN EDGE, AND REPAIR AREAS OF BROKEN PAVEMENT ACCORDINGLY. PAVEMENT REMOVED TO BE HAULED TO A LICENSED RECYCLER UNLESS OTHERWISE APPROVED BY THE RE.
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1. PRIOR TO INITIATING CONSTRUCTION, THE CONTRACTOR SHALL FIELD INSPECT PRIOR TO INITIATING CONSTRUCTION, THE CONTRACTOR SHALL FIELD INSPECT CURRENT CONDITIONS AND DETERMINE IF CONDITIONS THAT ARE NOT REFLECTED ON THESE PLANS EXIST. THE CONTRACTOR SHALL NOTIFY THE RE IN WRITING OF THE RESULTS OF THE INSPECTION, IF THERE ARE PROBLEM AREAS, THE RE SHALL DIRECT THE CONTRACTOR ON HOW TO PROCEED WITH WORK IN THE PROBLEM AREAS. THE CONTRACTOR SHALL NOT INITIATE WORK, ORDER MATERIALS OR FABRICATE IN AREAS WHERE THERE ARE IDENTIFIED PROBLEMS UNLESS APPROVED IN WRITING BY THE RE. 2. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES WITH GROUND THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES WITH GROUND PENETRATING RADAR (GPR) PRIOR TO BEGINNING OF DEMOLITION WORK. ANY UTILITY THAT IS TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION. 3. THE EXISTING FEATURES SHOWN ARE BASED ON THE BEST AVAILABLE AS BUILT THE EXISTING FEATURES SHOWN ARE BASED ON THE BEST AVAILABLE AS BUILT DRAWINGS. ALL UTILITIES MAY NOT BE SHOWN ON DRAWINGS. CONTRACTOR SHALL USE GPR TO FIELD VERIFY LOCATION OF ALL UTILITIES. 4. ALL OPEN EXCAVATIONS AND TRENCHES SHALL BE CONTINUOUSLY BARRICADED, MARKED ALL OPEN EXCAVATIONS AND TRENCHES SHALL BE CONTINUOUSLY BARRICADED, MARKED AND LIGHTED TO THE SATISFACTION OF THE RE. 5. CONSTRUCTION SITE ACCESS AND HAUL ROADS: ACCESS TO THE JOB SITE SHALL BE CONSTRUCTION SITE ACCESS AND HAUL ROADS: ACCESS TO THE JOB SITE SHALL BE VIA SPECIFIC ROUTE ESTABLISHED AT THE PRE-CONSTRUCTION MEETING. ACCESS AND HAUL ROUTES MAY CHANGE DURING CONSTRUCTION AS DIRECTED BY THE RE. THE CONTRACTOR SHALL LOCK GATE AFTER EACH INGRESS/EGRESS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO ROADS, RESULTING FROM EXECUTING THIS CONTRACT, AT NO ADDITIONAL COST TO THE GOVERNMENT. ALL CONTRACTOR VEHICLES AND TRAFFIC SHALL REMAIN WITHIN THE LIMITS OF CONSTRUCTION AREA, STAGING AREA, OR HAUL ROUTES. 6. STAGING AREA - THE CONTRACTOR'S STAGING AREA WILL BE SPECIFIED AT THE STAGING AREA - THE CONTRACTOR'S STAGING AREA WILL BE SPECIFIED AT THE PRE-CONSTRUCTION MEETING. THE CONTRACTOR SHALL MAKE PROVISIONS FOR ANY REQUIRED UTILITIES. THE CONTRACTOR SHALL PROVIDE SECURITY FENCE AROUND STAGING AREAS. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL RESTORE THE STAGING AREA; INCLUDING THE REPAIR OF EXISTING FACILITIES, REMOVAL OF UTILITIES, RE-GRADING, TOP SOILING, AND RE-SEEDING COMPLETE TO THE SATISFACTION OF THE RE. 7. CONTRACTOR TO ENSURE THAT ALL TRAFFIC OVER EXISTING OR CONSTRUCTED CONTRACTOR TO ENSURE THAT ALL TRAFFIC OVER EXISTING OR CONSTRUCTED IMPROVED ROADWAYS ARE WITHIN THE DESIGN WEIGHT RANGE OF ROADS AND IS RESPONSIBLE FOR REPAIRS OF ANY DAMAGE OR DETERIORATION TO ROADS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OGPe PERMIT AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OGPe PERMIT AND COMPLIANCE. THE SINGLE OPERATIONAL INCIDENTAL PERMIT (IN SPANISH, "PERMISO UNICO INCIDENTAL OPERCACIONAL") MUST BE APPLIED FOR AT THE OFFICE OF PERMITS MANAGEMENT (IN SPANISH, "OFICINA DE GERENCIA DE PERMISOS" OR OGPe) OF THE DEPARTMENT OF ECONOMIC DEVELOPMENT AND COMMERCE (DDEC, BY ITS SPANISH INITIALS). THE CONSOLIDATED OGPe PERMIT SHALL INCLUDE THE FOLLOWING SCOPE ITEMS: CONSTRUCTION OF THE NEW TOWER; EROSION AND SEDIMENT CONTROL; FUGITIVE DUST/AIR EMISSIONS; AND SOLID WASTE DISPOSAL. 9. THE CONTRACTOR SHALL ENSURE THAT ALL DEMOLITION-GENERATED SOLID WASTES, THE CONTRACTOR SHALL ENSURE THAT ALL DEMOLITION-GENERATED SOLID WASTES, INCLUDING THOSE THAT CONSIST OF ASBESTOS, LEAD, PCB'S, CFC'S OR OTHER HAZARDOUS CONSTITUENTS, WASTES, SUBSTANCES, OR MATERIALS, THAT CONTAIN REGULATED LEVELS, ARE MANAGED TO AVOID CONTAMINATION OF ENVIRONMENTAL MEDIA AND HANDLED AND DISPOSED OF CONSISTENT WITH ALL APPLICABLE REGULATIONS AND AT AN ENVIRONMENTALLY APPROVED WASTE SITE. 10. CONTRACTOR SHALL ACCOUNT FOR 30% OF WORKING HOURS TO OCCUR AT NIGHT OR CONTRACTOR SHALL ACCOUNT FOR 30% OF WORKING HOURS TO OCCUR AT NIGHT OR DURING EARLY MORNING HOURS DUE TO WEATHER CONDITIONS. 11. ENDANGERED SPECIES ANTILLEAN MANATEE (TRICHECHUS MANATUS MANATUS) AND ENDANGERED SPECIES ANTILLEAN MANATEE (TRICHECHUS MANATUS MANATUS) AND GREEN TURTLE (CHELONIAS MYDAS) HAVE BEEN DOCUMENTED AT OR NEAR THE PROJECT AREA, ESPECIALLY AT THE SMALL LAGOON NORTH OF THE ACCESS ROAD. REFER TO SPEC SECTION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS. 12. ONLY LOW-PRESSURE SODIUM-VAPOR (LPS) LAMPS MOUNTED IN SHIELDED LUMINARIES ONLY LOW-PRESSURE SODIUM-VAPOR (LPS) LAMPS MOUNTED IN SHIELDED LUMINARIES ARE TO BE USED FOR TEMPORARY LIGHTING. 1) LIGHT BEAM SHALL BE POINTED DOWNWARD. LIGHT BEAM SHALL BE POINTED DOWNWARD. 2) LIGHT BEAM SHALL NOT REACH BEACH.LIGHT BEAM SHALL NOT REACH BEACH.
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GENERAL EROSION CONTROL NOTES
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1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE MOST RECENT ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE MOST RECENT REQUIREMENTS OF PUERTO RICO EROSION AND SEDIMENT CONTROL HANDBOOK FOR DEVELOPING AREAS. 2. THE RE MAY DIRECT THE CONTRACTOR TO ADD NEW MEASURES TO CONTROL EROSION AND THE RE MAY DIRECT THE CONTRACTOR TO ADD NEW MEASURES TO CONTROL EROSION AND SEDIMENT TRANSPORT AT ANY TIME DURING THE PROJECT. 3. THE CONTRACTOR SHALL LIMIT CLEARING AND LAND DISTURBANCE TO THE MINIMUM THE CONTRACTOR SHALL LIMIT CLEARING AND LAND DISTURBANCE TO THE MINIMUM NECESSARY FOR EXECUTING THE WORK INDICATED IN THE CONSTRUCTION DOCUMENTS. PROMPTLY RE-STABILIZE, DISTURBED AREAS IN ACCORDANCE WITH THE PUERTO RICO EROSION AND SEDIMENT CONTROL HANDBOOK FOR DEVELOPING AREAS. 4. CONSTRUCT ALL PERIMETER SEDIMENT CONTROL MEASURES TO INCLUDE BUT NOT LIMITED CONSTRUCT ALL PERIMETER SEDIMENT CONTROL MEASURES TO INCLUDE BUT NOT LIMITED TO, SILT FENCE, INLET PROTECTION AND STABILIZE CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE PUERTO RICO EROSION AND SEDIMENT CONTROL HANDBOOK FOR DEVELOPING AREAS PRIOR TO ANY DISTURBANCE. 5. ALL DISTURBED AREAS ARE TO BE PERMANENTLY VEGETATIVELY STABILIZED UNLESS THEY ALL DISTURBED AREAS ARE TO BE PERMANENTLY VEGETATIVELY STABILIZED UNLESS THEY ARE INDICATED TO BE AN IMPERVIOUS SURFACE, IN ACCORDANCE WITH THE PUERTO RICO EROSION AND SEDIMENT CONTROL HANDBOOK FOR DEVELOPING AREAS. 6. AREAS OF STOCKPILED MATERIALS WITHIN THE CONSTRUCTION AREA ARE TO BE TREATED AREAS OF STOCKPILED MATERIALS WITHIN THE CONSTRUCTION AREA ARE TO BE TREATED IN SUCH A MANNER AS TO PREVENT MOVEMENT OR EROSION RESULTING FROM WIND OR RAINFALL. THE CONTRACTOR IS RESPONSIBLE FOR IMMEDIATE CLEANUP OF ANY DEBRIS THAT FALLS ON PARKING LOT AND ROADWAY PAVEMENT. CONTRACTOR IS TO SWEEP ON A DAILY BASIS, ALL ROADWAYS THAT ARE ALONG THE CONTRACTOR'S HAUL ROUTES AND IMMEDIATELY CLEANUP MUD OR DEBRIS THAT FALLS ON ANY PAVEMENT OUTSIDE OF THE CONTRACTOR'S LIMITS OF CONSTRUCTION. 7. SPREAD WHEAT STRAW MAT ON DISTURBED AREAS DAILY FOR EROSION CONTROL. SPREAD WHEAT STRAW MAT ON DISTURBED AREAS DAILY FOR EROSION CONTROL. 8. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED ONLY WHEN AUTHORIZED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED ONLY WHEN AUTHORIZED BY THE RE.
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1. THE EXISTING DRAINAGE STRUCTURE SHALL BE MAINTAINED FOR FINAL GRADING. THE EXISTING DRAINAGE STRUCTURE SHALL BE MAINTAINED FOR FINAL GRADING. EROSION CONTROL MEASURES SHALL BE MAINTAINED DURING DEMOLITION AND RE-VEGETATION. 2. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE DRAINAGE TO CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO ENSURE POSITIVE DRAINAGE TO DRAINAGE STRUCTURES AND DITCHES. NATURAL FLOW OF SURROUNDING WATERS SHALL NOT BE DISTURBED DURING CONSTRUCTION. 3. THE CONTRACTOR SHALL PROPERLY DISPLAY THE LAND DISTURBANCE PERMIT ON THE SITE THE CONTRACTOR SHALL PROPERLY DISPLAY THE LAND DISTURBANCE PERMIT ON THE SITE AT ALL TIME DURING CONSTRUCTION. 4. CONTRACTOR SHALL INCORPORATE BEST MANAGEMENT PRACTICE PRIOR TO ANY DEMOLITION CONTRACTOR SHALL INCORPORATE BEST MANAGEMENT PRACTICE PRIOR TO ANY DEMOLITION WORK. ANY DAMAGE TO THE NATURAL RESOURCES SHALL BE RESTORED BACK TO ITS ORIGINAL STATE AT THE CONTRACTOR'S EXPENSE. 5. TOPSOIL SHALL BE STRIPPED AND STOCKPILED AS APPROVED BY THE RE WITHIN THE TOPSOIL SHALL BE STRIPPED AND STOCKPILED AS APPROVED BY THE RE WITHIN THE ENTIRE LIMITS OF THE GRADING AREA OF THE PROJECT. TOPSOIL, WHEN STORED, SHALL BE KEPT SEPARATE FROM OTHER EXCAVATED MATERIALS. TOPSOIL IN EXCESS OF THAT REQUIRED FOR PREPARATION OR REPAIR OF NEW OR EXISTING LAWN AREAS, SHALL BE DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. 6. EXCAVATED MATERIALS THAT MEET THE REQUIREMENT FOR EARTH FILL MAY BE USED FOR EXCAVATED MATERIALS THAT MEET THE REQUIREMENT FOR EARTH FILL MAY BE USED FOR BACKFILL. ALL UNSUITABLE EXCAVATED MATERIALS SHALL BE DISPOSED OF OFFSITE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. 7. WHEN EXCAVATIONS HAVE REACHED THE REQUIRED DEPTHS, THE EXCAVATED SURFACES WHEN EXCAVATIONS HAVE REACHED THE REQUIRED DEPTHS, THE EXCAVATED SURFACES SHALL BE INSPECTED AND APPROVED BY THE RE BEFORE PROCEEDING WITH FURTHER CONSTRUCTION IN THE EXCAVATED AREA. 8. ALL FILLED AREAS SHALL BE COMPACTED TO 95% PROCTOR. ALL FILLED AREAS SHALL BE COMPACTED TO 95% PROCTOR. 9. THE CONTRACTOR SHALL FINE GRADE THE AREA TO PREVENT PONDING ON THE SITE. THE THE CONTRACTOR SHALL FINE GRADE THE AREA TO PREVENT PONDING ON THE SITE. THE RE SHALL INSPECT AND APPROVE THESE AREAS PRIOR TO FINAL GRADING, TOPSOILING AND STABILIZATION. 10. THE CONTRACTOR SHALL ESTABLISH THE HIGH SPOT AS INDICATED ON DRAWINGS. THE THE CONTRACTOR SHALL ESTABLISH THE HIGH SPOT AS INDICATED ON DRAWINGS. THE FINAL DRAINAGE PATTERNS SHALL NOT DIFFER FROM THE EXISTING PATTERNS. THE MAJORITY OF THE DRAINAGE WILL FLOW TO THE NATURAL PATTERNS. 11. THE CONTRACTOR SHALL GRADE THE AREA TO SHEET FLOW IN ALL DIRECTIONS.THE CONTRACTOR SHALL GRADE THE AREA TO SHEET FLOW IN ALL DIRECTIONS.
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GENERAL GRADING NOTES
AutoCAD SHX Text THE CONTRACTOR SHALL SUBMIT TO THE FAA A REMOVAL SEQUENCE PLAN FOR THE REMOVAL OF THE MAINTENANCE LEVEL (UPPER AND LOWER LEVELS), RADOME MOUNTING RING ASSEMBLY, AND RADAR ANTENNA MOUNTING EQUIPMENT (I.E. BARBETTE). THE CONTRACTOR SHALL RECEIVE WRITTEN NOTIFICATION TO PROCEED WITH EQUIPMENT REMOVAL PRIOR TO ANY EQUIPMENT OR STRUCTURE REMOVAL. THE REMOVAL SEQUENCE PLAN SHALL INCLUDE THE FOLLOWING: 1. THE CONTRACTOR SHALL PROVIDE CRANE AND OPERATOR FOR 30 DAYS THE CONTRACTOR SHALL PROVIDE CRANE AND OPERATOR FOR 30 DAYS 30 DAYS TO REMOVE THE EXISTING RADAR ANTENNA MOUNTING EQUIPMENT (BARBETTE), RADOME MOUNTING RING ASSEMBLY, AND THE MAINTENANCE PLATFORM LEVEL OF THE EXISTING TOWER PRIOR TO COMMENCEMENT OF ANY DEMOLITION. 2. BARBETTE IS DIRECTLY ATTACHED TO THE STRUCTURAL STEEL MEMBERS BARBETTE IS DIRECTLY ATTACHED TO THE STRUCTURAL STEEL MEMBERS OF THE TOWER'S MAINTENANCE PLATFORM LEVEL. THE BARBETTE'S STRUCTURAL STEEL SUPPORT MEMBERS INCLUDE BRACING THAT EXTENDS BELOW THE MAINTENANCE PLATFORM LOWER LEVEL. 3. THE CONTRACTOR SHALL PROVIDE PERSONAL AND EQUIPMENT NECESSARY THE CONTRACTOR SHALL PROVIDE PERSONAL AND EQUIPMENT NECESSARY TO DISCONNECT STRUCTURAL STEEL MEMBERS THAT SUPPORT THE MAINTENANCE LEVEL/BARBETTE TO THE EXISTING TOWER STRUCTURE. THE CONNECTION BASE PLATES ARE TO BE REUSED INTACT. 4. THE CONTRACTOR AND FAA WILL DETERMINE WHAT THE CONTRACTOR AND FAA WILL DETERMINE WHAT COMPONENTS/EQUIPMENT OF THE MAINTENANCE PLATFORM CAN BE REMOVED PRIOR TO LIFTING OFF EXISTING TOWER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING SAFE LIFT THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING SAFE LIFT POINTS FOR BARBETTE, RADOME MOUNTING RING ASSEMBLY, AND STRUCTURAL STEEL MEMBERS OF MAINTENANCE PLATFORM PRIOR TO REMOVAL. CONTRACTOR SHALL SUBMIT LIFT PLAN TO FAA FOR REVIEW PRIOR TO REMOVAL OF EQUIPMENT. 6. THE CONTRACTOR SHALL COORDINATE WITH FAA ON DESIGNATED AREA THE CONTRACTOR SHALL COORDINATE WITH FAA ON DESIGNATED AREA ON "GROUND" FOR PLACEMENT OF BARBETTE, RADOME MOUNTING RING ASSEMBLY, AND STRUCTURAL STEEL MEMBERS OF THE MAINTENANCE PLATFORM PRIOR TO REMOVAL. CONTRACTOR SHALL CONSTRUCT TEMPORARY PLATFORM TO PLACE EQUIPMENT AND PERFORM REFURBISHMENT. SAFELY PLACE THE BARBETTE IN FAA DESIGNATED AREA FOR REFURBISHMENT BY FAA. 7. THE CONTRACTOR SHALL REFER TO SHEET S701 AND S702 FOR SCOPE THE CONTRACTOR SHALL REFER TO SHEET S701 AND S702 FOR SCOPE RELATED TO REFURBISHMENT OF MAINTENANCE LEVEL. 8. UPON COMPLETION OF THE NEW TOWER STRUCTURE, UNDER DIRECTION UPON COMPLETION OF THE NEW TOWER STRUCTURE, UNDER DIRECTION OF FAA, THE CONTRACTOR SHALL PROVIDE CRANE AND OPERATOR FOR 30 DAYS TO REPLACE THE REFURBISHED BARBETTE AND THE TO REPLACE THE REFURBISHED BARBETTE AND THE REFURBISHED MAINTENANCE PLATFORM LEVEL. 9. THE CONTRACTOR SHALL PROVIDE PERSONAL AND EQUIPMENT NECESSARY THE CONTRACTOR SHALL PROVIDE PERSONAL AND EQUIPMENT NECESSARY TO RECONNECT THE STRUCTURAL STEEL MEMBERS THAT SUPPORT THE MAINTENANCE LEVEL/BARBETTE TO THE NEW TOWER STRUCTURE. 10. THE CONTRACTOR SHALL PROVIDE PERSONAL AND EQUIPMENT NECESSARY THE CONTRACTOR SHALL PROVIDE PERSONAL AND EQUIPMENT NECESSARY TO LEVEL AND ALIGN THE MAINTENANCE LEVEL/BARBETTE AS DIRECTED BY FAA FOR PROPER OPERATION OF THE EQUIPMENT.
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AutoCAD SHX Text WEIGHTS OF EQUIPMENT BARBETTE: 4,600 LBS 4,600 LBS RADOME MOUNTING RING ASSEMBLY: 4,850 LBS 4,850 LBS MAINTENANCE PLATFORM ASSEMBLY: 6,500 LBS6,500 LBS
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GOVERNMENT FURNISHED EQUIPMENT REMOVAL AND REPLACEMENT
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12. THE FINAL GRADE SHALL BE ESTABLISHED TO ALLOW EXISTING TREES THE FINAL GRADE SHALL BE ESTABLISHED TO ALLOW EXISTING TREES TO REMAIN. ANY DAMAGE TO THIS SLOPE TO BE REPAIR IMMEDIATELY. 13. BACKFILL AND FINAL GRADING SHALL BE SUFFICIENT TO ALLOW FOR BACKFILL AND FINAL GRADING SHALL BE SUFFICIENT TO ALLOW FOR SETTLEMENT OF FILL AND STILL PROVIDE POSITIVE DRAINAGE AWAY FILL AND STILL PROVIDE POSITIVE DRAINAGE AWAY FROM THE HIGH POINT AREA. 14. NO SLOPE SHALL BE STEEPER THAN 4H : 1V UNLESS AUTHORIZED BY NO SLOPE SHALL BE STEEPER THAN 4H : 1V UNLESS AUTHORIZED BY THE RE.
Lowe, Jeff A (Atlanta)
URS project no.
DESIGNED DATE
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APPROVED BY
JCN
ISSUED BY
SUBMITTED BY
SIGNATURE:
DATE:
DRAWING NO
SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALE FOR OTHER SIZES
REVIEWED BY
SJU-TDWR-C
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
TDWR
EASTERN SERVICE AREA ATLANTA, GEORGIA
SAN JUAN PRSAN JUAN INTERNATIONAL AIPORT (SJU)
PROJECT/SYSTEM ENGINEER ENGINEERING MANAGER
REV
APPROVED
DATE
REDLINE
DATE
DESCRIPTION
JCN APVD
1360 Peachtree St, NE Suite 500 Tel. No (678)808-8800
Atlanta, Georgia 30309 Fax. (678)808-8400
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
FOR OFFICIAL USE ONLY
DISCIPLINE: CIVIL
NAME: JEFFREY A. LOWE
GEORGIA REG. #: 27078
CIVIL
JAL
AAB
JAL
03/05/2020
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OVERALL EXISTING CONDITIONS PLAN
MAYLISSE MATOSCOURTNEY NOLAN MAYLISSE MATOSCOURTNEY NOLAN
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EDGE OF CLIFF
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TOP= 49.19
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INV= 44.72
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TOP= 49.16
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INV= 36.96
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AutoCAD SHX Text CONC. PIPE 24" Dia.
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LW= 49.80
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GUARD POSTS
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PARKING AREA
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AutoCAD SHX Text S 08° 15' 42.5" W 86.00'
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SLOPE
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4" CONCRETE WALKWAY
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TOP OF PIER
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ELEV.= 42.00'
AutoCAD SHX Text S 81° 44' 18.7" E 100.00'
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LOAD
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BANK
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PAD
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STAIR
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LANDING
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FENCE SEE
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TREATMENT
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WIND
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TDWR CMU EQUIPMENT
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BLDG - F.F.E. = 41.00'
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POWER METER
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GATE
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GATE
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C TOWER
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EXISTING TOWER
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SURVEY CONTROL NOTES
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1. FIELD MEASURE DIMENSIONS AND ELEVATION OF MAINTENANCE PLATFORM PRIOR TO FIELD MEASURE DIMENSIONS AND ELEVATION OF MAINTENANCE PLATFORM PRIOR TO COMMENCING WORK. 2. SURVEY CONTROL FOR CENTERLINE OF TOWER AND ELEVATIONS OF MAINTENANCE SURVEY CONTROL FOR CENTERLINE OF TOWER AND ELEVATIONS OF MAINTENANCE PLATFORM PRIOR TO BEGINNING DEMOLITION.
Lowe, Jeff A (Atlanta)
DESIGNED DATE
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DRAWN
APPROVED BY
JCN
ISSUED BY
SUBMITTED BY
SIGNATURE:
DATE:
DRAWING NO
SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALE FOR OTHER SIZES
REVIEWED BY
SJU-TDWR-C
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
TDWR
EASTERN SERVICE AREA ATLANTA, GEORGIA
SAN JUAN PRSAN JUAN INTERNATIONAL AIPORT (SJU)
PROJECT/SYSTEM ENGINEER ENGINEERING MANAGER
REV
APPROVED
DATE
REDLINE
DATE
DESCRIPTION
JCN APVD
1360 Peachtree St, NE Suite 500 Tel. No (678)808-8800
Atlanta, Georgia 30309 Fax. (678)808-8400
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
FOR OFFICIAL USE ONLY
DISCIPLINE: CIVIL
NAME: JEFFREY A. LOWE
GEORGIA REG. #: 27078
CIVIL
JAL
AAB
JAL
03/05/2020
P
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SIDEWALK AND
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x
MAYLISSE MATOS COURTNEY NOLAN
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DIESEL FUEL PAD
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TDWR EQUIPMENT BUILDING F.F.E. 41.00'
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LOAD BANK PAD
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PAD MOUNTED TRANSFORMER
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CMU WALL
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POWER METER
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TOP OF PIER ELEV: 42.00
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WIND SOCK
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DEMO LEGEND
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( IN FEET )
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AutoCAD SHX Text DEMOLITION NOTES: 1. CONTRACTOR RESPONSIBLE FOR TERMINATION AND REMOVING ALL CONTRACTOR RESPONSIBLE FOR TERMINATION AND REMOVING ALL UTILITIES IN DEMOLITION AREA UNLESS OTHERWISE NOTED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES ON TERMINATION AND REMOVAL OF SERVICES. 2. ALL DEBRIS SHALL BE HAULED OFF SITE AND SHALL NOT BE BURIED. ALL DEBRIS SHALL BE HAULED OFF SITE AND SHALL NOT BE BURIED. 3. ANY EXISTING IMPROVEMENTS THAT ARE TO REMAIN AND BECOME ANY EXISTING IMPROVEMENTS THAT ARE TO REMAIN AND BECOME DAMAGED SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AS ACCEPTABLE TO PARTIES HAVING JURISDICTION AT NO COST TO OWNER, 4. MINIMUM GRADING TO BE PERFORMED TO PREVENT PONDING. MINIMUM MINIMUM GRADING TO BE PERFORMED TO PREVENT PONDING. MINIMUM SLOPES: 1%, MAXIMUM SLOPES: 50% (2:1). 5. ALL EXISTING STORM SEWER PIPE AND DRAINAGE STRUCTURES TO ALL EXISTING STORM SEWER PIPE AND DRAINAGE STRUCTURES TO REMAIN IN PLACE. 6. THE REMOVAL OF ALL FACILITIES SHALL BE PERFORMED BY THE THE REMOVAL OF ALL FACILITIES SHALL BE PERFORMED BY THE CONTRACTOR UNLESS OTHERWISE INDICATED ON THE DRAWINGS. ALL AREAS WHERE LANDSCAPING HAS BEEN REMOVED SHALL BE RE-STABILIZED AND SODDED IN ACCORDANCE WITH NOTES AND SPECIFICATIONS. 7. ALL LANDSCAPING (TREES, SCRUBS AND GROUND COVER) THAT ARE NOT ALL LANDSCAPING (TREES, SCRUBS AND GROUND COVER) THAT ARE NOT IDENTIFIED TO BE REMOVED SHALL BE PROTECTED IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. PROTECT THE LANDSCAPING IN THE AREA TO THE EXTENT FEASIBLE. NO LANDSCAPING REMOVAL SHALL BE DONE WITHOUT APPROVAL OF THE RE. 8. SAW CUT EXISTING PAVEMENT TO BE REMOVED TO PROVIDE CLEAN EDGE, SAW CUT EXISTING PAVEMENT TO BE REMOVED TO PROVIDE CLEAN EDGE, AND REPAIR AREAS OF BROKEN PAVEMENT ACCORDINGLY. PAVEMENT REMOVED TO BE HAULED TO A LICENSED RECYCLER UNLESS OTHERWISE APPROVED BY THE RE.
AutoCAD SHX Text REMOVE EXISTING TOWER AND EQUIPMENT. SEE STRUCTURAL/ELECTRICAL FOR DEMOLITION AND PHASING DETAILS
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REMOVE BOLLARDS (4)
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REMOVE 5' OF VEGETATION ON SOUTH AND EAST SIDES OF THE WALLS
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REMOVE ASPHALT PAVEMENT TO EXISTING HVAC PADS
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LIMIT OF TOWER BASE FOUNDATION TO BE REMOVED (SEE STRUCTURAL PLAN FOR DETAILS)
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PATCH AND REPAIR CMU BARRIER WALL AT LOCATIONS WHERE RUST AND SPALLING VISIBLE.
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REMOVE EXISTING EG RADIATOR SUPPORT FOOTINGS (4)
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DEMO PVC STORM DRAIN PIPE
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Lowe, Jeff A (Atlanta)
DESIGNED DATE
H
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D
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B
A
7 6 5 4 3 2 1
H
G
F
E
D
C
B
A
8 7 6 5 4 3 2 1
DRAWN
APPROVED BY
JCN
ISSUED BY
SUBMITTED BY
SIGNATURE:
DATE:
DRAWING NO
SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALE FOR OTHER SIZES
REVIEWED BY
SJU-TDWR-C
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
TDWR
EASTERN SERVICE AREA ATLANTA, GEORGIA
SAN JUAN PRSAN JUAN INTERNATIONAL AIPORT (SJU)
PROJECT/SYSTEM ENGINEER ENGINEERING MANAGER
REV
APPROVED
DATE
REDLINE
DATE
DESCRIPTION
JCN APVD
1360 Peachtree St, NE Suite 500 Tel. No (678)808-8800
Atlanta, Georgia 30309 Fax. (678)808-8400
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
FOR OFFICIAL USE ONLY
DISCIPLINE: CIVIL
NAME: JEFFREY A. LOWE
GEORGIA REG. #: 27078
CIVIL
JAL
AAB
JAL
03/05/2020
P
M
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Picture 1: Vegetation at Exterior of Wall
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Picture 6: Existing AST and Bollards
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Picture 8: Existing Concrete Sidewalk
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SAWCUT
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AutoCAD SHX Text NOTES: 1. COMPRESSOR PAD TO REMAIN. PROTECT COMPRESSOR PAD TO REMAIN. PROTECT DURING ASPHALT DEMOLITION.
AutoCAD SHX Text NOTES: 1. DEMO ASPHALT PER SHEET C200 DEMO ASPHALT PER SHEET C200 2. DEMO SIDEWALK TO TOWER PER SHEET C200 DEMO SIDEWALK TO TOWER PER SHEET C200 3. DEMO BARRIER WALL PER SHEET C200 FOR DEMO BARRIER WALL PER SHEET C200 FOR TOWER FOUNDATION DEMO.
AutoCAD SHX Text NOTES: 1. DEMO ASPHALT PER SHEET C200 DEMO ASPHALT PER SHEET C200 2. DEMO BOLLARDS PER SHEET C200 DEMO BOLLARDS PER SHEET C200 3. DEMO AND REPLACE FUEL LINES FROM AST DEMO AND REPLACE FUEL LINES FROM AST TO EMERGENCY GENERATOR PER SHEET C200 AND SHEET C300
AutoCAD SHX Text NOTES: 1. DEMO ASPHALT PER SHEET C200 DEMO ASPHALT PER SHEET C200 2. DEMO BOLLARDS PER SHEET C200 DEMO BOLLARDS PER SHEET C200 3. DEMO EQUIPMENT PAD PER SHEET C200DEMO EQUIPMENT PAD PER SHEET C200
AutoCAD SHX Text NOTES: 1. DEMO ASPHALT PER SHEET C200 DEMO ASPHALT PER SHEET C200 2. DEMO BOLLARDS PER SHEET C200 DEMO BOLLARDS PER SHEET C200 3. DEMO SIDEWALK PER SHEET C200DEMO SIDEWALK PER SHEET C200
Lowe, Jeff A (Atlanta)
DESIGNED DATE
H
G
F
E
D
C
B
A
7 6 5 4 3 2 1
H
G
F
E
D
C
B
A
8 7 6 5 4 3 2 1
DRAWN
APPROVED BY
JCN
ISSUED BY
SUBMITTED BY
SIGNATURE:
DATE:
DRAWING NO
SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALE FOR OTHER SIZES
REVIEWED BY
SJU-TDWR-C
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
TDWR
EASTERN SERVICE AREA ATLANTA, GEORGIA
SAN JUAN PRSAN JUAN INTERNATIONAL AIPORT (SJU)
PROJECT/SYSTEM ENGINEER ENGINEERING MANAGER
REV
APPROVED
DATE
REDLINE
DATE
DESCRIPTION
JCN APVD
1360 Peachtree St, NE Suite 500 Tel. No (678)808-8800
Atlanta, Georgia 30309 Fax. (678)808-8400
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
FOR OFFICIAL USE ONLY
DISCIPLINE: CIVIL
NAME: JEFFREY A. LOWE
GEORGIA REG. #: 27078
CIVIL
JAL
AAB
JAL
03/05/2020
P
M
OVERALL SITE PLAN
MAYLISSE MATOS COURTNEY NOLAN
AutoCAD SHX Text M
AutoCAD SHX Text
TOP= 48.96
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INV= 45.01
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TOP= 49.23
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INV= 45.58
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TOP= 49.26
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INV= 45.31
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CB
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CB
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CB
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EDGE OF CLIFF
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BUILDING NO. 10
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SUBSTATION
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TOP= 49.19
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INV= 44.72
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CB
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CB
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TOP= 49.16
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INV= 36.96
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BUILDING NO. 09
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EDGE OF CLIFF
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EDGE OF CLIFF
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AutoCAD SHX Text M
AutoCAD SHX Text CONC. PIPE 24" Dia.
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SMH
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TOP= 26.53
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INV= 21.63
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10" DIAMETER
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LW= 49.80
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SMH
AutoCAD SHX Text
TOP= 50.54
AutoCAD SHX Text
INV= 44.02
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AutoCAD SHX Text M
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SMH
AutoCAD SHX Text
TOP= 47.07
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INV= 37.97
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AutoCAD SHX Text
TOP= 49.28
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INV= 45.68
AutoCAD SHX Text
TOP= 49.29
AutoCAD SHX Text
INV= 42.92
AutoCAD SHX Text
TOP= 49.26
AutoCAD SHX Text
INV= 44.46
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CB
AutoCAD SHX Text M
AutoCAD SHX Text M
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CB
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CB
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SMH
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TOP= 30.56
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INV= 26.68
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12' ROAD WIDTH
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EDGE OF EXISTING
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PAVED ROAD
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UP
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EXISTING
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GUARD POSTS
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UP
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PARKING AREA
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EDGE OF CLIFF
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AutoCAD SHX Text S 08° 15' 42.5" W 86.00'
AutoCAD SHX Text N 81° 44' 16.7" W 100.00'
AutoCAD SHX Text X
AutoCAD SHX Text X
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AutoCAD SHX Text N 08° 15' 42.9" E 86.00'
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AutoCAD SHX Text 41.5'
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SLOPE
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SLOPE
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4" CONCRETE WALKWAY
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TOP OF PIER
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ELEV.= 42.00'
AutoCAD SHX Text S 81° 44' 18.7" E 100.00'
AutoCAD SHX Text 40.5'
AutoCAD SHX Text 40.5'
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LOAD
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BANK
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PAD
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STAIR
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LANDING
AutoCAD SHX Text 40.5'
AutoCAD SHX Text 40.5'
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PERIMETER
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FENCE SEE
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EDGE OF PROPOSED
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STONE SURFACE
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TREATMENT
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WIND
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SOCK
AutoCAD SHX Text 40'
AutoCAD SHX Text 40'
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TDWR CMU EQUIPMENT
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BLDG - F.F.E. = 41.00'
AutoCAD SHX Text A/C
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(GFM)
AutoCAD SHX Text 40'
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UP & UT
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UP & UT
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TRANSFORMER AND
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PAD
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PAD MOUNTED
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POWER METER
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SEE NOTE 10
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EDGE OF
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PAVEMENT
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AutoCAD SHX Text 1" = 10'-0"
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DIESEL FUEL TANK PAD
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CMU WALL
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GATE
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GATE
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UNDERGROUND FUEL LINE
AutoCAD SHX Text 40.5
AutoCAD SHX Text 40.5
AutoCAD SHX Text 40.5
AutoCAD SHX Text 40.5
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C TOWER
AutoCAD SHX Text L
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MATCH LINE A-A
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C TOWER AND WAVEGUIDE
AutoCAD SHX Text Co
AutoCAD SHX Text Ds3
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DU
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
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AutoCAD SHX Text 3F
AutoCAD SHX Text 3F
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POWER POLE # 6
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ACCESS ROAD TO EAST ISLAND
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ASPHALT PAVED ROAD
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ASPHALT PAVED ROAD
AutoCAD SHX Text 3F
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POWER POLE # 5
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CONCRETE BOX
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POWER POLE # 4
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POWER POLE # 3
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AutoCAD SHX Text P & T
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AutoCAD SHX Text P & T
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LIMITS OF SURVEY AREA
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LIMITS OF SURVEY AREA
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LIMITS OF SURVEY AREA
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LIMITS OF SURVEY AREA
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LIMITS OF SURVEY AREA
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UT
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UT
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UP
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NEW GUY
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RIP RAP FOR EROSION CONTROL
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POWER POLE # 2 CONCRETE POLE END OF OVERHEAD POWER LINE
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POWER POLE # 7 CONCRETE POLE BEGINNING POINT OF OVERHEAD SERVICE
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MATCH LINE A-A
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text E
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AutoCAD SHX Text 27078
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PROFESSIONAL
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AutoCAD SHX Text F
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NORTH
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( IN FEET )
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GRAPHIC SCALE
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AutoCAD SHX Text 1 inch = 40 ft.
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SECURITY & SAFETY NOTES
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EXISTING SUPPORT BUILDING
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FAA CONTAINER STORAGE AREA
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LIMITS OF WORK
AutoCAD SHX Text EXISTING TOWER AND PROPOSED TOWER -CURRENT PLAN IS TO RECONSTRUCT NEW TOWER IN EXISTING LOCATION
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SITE ACCESS ROAD
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EXISTING BURIED ELECTRICAL LINE - EXACT LOCATION AND ROUTING UNKNOWN
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FAA CONTAINER STORAGE AREA
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1. PAVEMENT CLOSURES - NO ROADWAY WILL BE CLOSED WITHOUT APPROVAL OF THE RE. PAVEMENT CLOSURES - NO ROADWAY WILL BE CLOSED WITHOUT APPROVAL OF THE RE. WRITTEN REQUESTS FOR CLOSURES ARE TO BE SUBMITTED TO THE RE A MINIMUM OF 3 BUSINESS DAYS PRIOR TO CLOSURE. 2. CONSTRUCTION LIMITS - ALL CONTRACTOR VEHICLES AND CONSTRUCTION TRAFFIC ARE CONSTRUCTION LIMITS - ALL CONTRACTOR VEHICLES AND CONSTRUCTION TRAFFIC ARE REQUIRED TO STAY WITHIN THE LIMITS OF CONSTRUCTION WHILE ON THE CONSTRUCTION SITE. THESE LIMITS ARE STRICTLY ENFORCED. LIMITS SHALL BE DEFINED AT THE PRE-CONSTRUCTION MEETING AND MAY CHANGE DURING CONSTRUCTION AS DIRECTED BY THE RE. TRAFFIC ASSOCIATED WITH CONSTRUCTION IS TO USE ONLY AREAS SHOWN FOR CONSTRUCTION USE. 3. THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED PERSONNEL OR TRAFFIC ON THE CONTRACTOR SHALL NOT PERMIT ANY UNAUTHORIZED PERSONNEL OR TRAFFIC ON THE SITE. 4. CONTRACTOR'S SECURITY CLEARANCE: THE CONTRACTOR'S EMPLOYEES SHALL COMPLY CONTRACTOR'S SECURITY CLEARANCE: THE CONTRACTOR'S EMPLOYEES SHALL COMPLY WITH ALL SECURITY CLEARANCE REQUIREMENTS OF THE CONSTRUCTION CONTRACT AND WITH LOCAL AUTHORITIES. 5. THE CONTRACTOR SHALL PREPARE A SITE SECURITY PLAN FOR ALL WORK AND SUBMIT THE CONTRACTOR SHALL PREPARE A SITE SECURITY PLAN FOR ALL WORK AND SUBMIT TO PUERTO RICO AIR NATIONAL GUARD (PRANG)/FAA FOR APPROVAL PRIOR TO COMMENCEMENT. ANY PROPOSED ADJUSTMENTS TO THE EXISTING SIDA FENCE MUST BE APPROVED BY FAA/PRANG. APPROVAL MAY TAKE UP TO 45 DAYS. 6. SECURITY FENCING SHALL BE INSTALLED AROUND ALL CONTRACTOR/FAA SECURITY FENCING SHALL BE INSTALLED AROUND ALL CONTRACTOR/FAA STORAGE/LAYDOWN AREAS AREAS
AutoCAD SHX Text
SILT FENCE
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CONTRACTOR LAYDOWN AREA
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EXISTING BURIED ELECTRICAL LINE - EXACT LOCATION AND ROUTING UNKNOWN
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MAINTAIN 12' DRIVE ISLE AROUND CONTAINER STORAGE AREA AT ALL TIMES
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SECURITY FENCE
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SECURITY FENCE
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SECURITY FENCE
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INSTALL EROSION CONTROL BMP'S IN CONTAINER STORAGE AREA
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XX
AutoCAD SHX Text Sd1-C
AutoCAD SHX Text Co
AutoCAD SHX Text Ds3
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TYPE "C" SILT FENCE CONSTRUCTION EXIT PERMANENT GRASSING DUST CONTROL
AutoCAD SHX Text
DU
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LEGEND
Lowe, Jeff A (Atlanta)
DESIGNED DATE
H
G
F
E
D
C
B
A
7 6 5 4 3 2 1
H
G
F
E
D
C
B
A
8 7 6 5 4 3 2 1
DRAWN
APPROVED BY
JCN
ISSUED BY
SUBMITTED BY
SIGNATURE:
DATE:
DRAWING NO
SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALE FOR OTHER SIZES
REVIEWED BY
SJU-TDWR-C
DEPARTMENT OF TRANSPORTATION
FEDERAL AVIATION ADMINISTRATION
TDWR
EASTERN SERVICE AREA ATLANTA, GEORGIA
SAN JUAN PRSAN JUAN INTERNATIONAL AIPORT (SJU)
PROJECT/SYSTEM ENGINEER ENGINEERING MANAGER
REV
APPROVED
DATE
REDLINE
DATE
DESCRIPTION
JCN APVD
1360 Peachtree St, NE Suite 500 Tel. No (678)808-8800
Atlanta, Georgia 30309 Fax. (678)808-8400
PUBLIC AVAILABILITY TO BE DETERMINED UNDER 5 USC 552
FOR OFFICIAL USE ONLY
DISCIPLINE: CIVIL
NAME: JEFFREY A. LOWE
GEORGIA REG. #: 27078
CIVIL
JAL
AAB
JAL
03/05/2020
P
M
CIVIL SITE PLAN
MAYLISSE MATOS COURTNEY NOLAN
AutoCAD SHX Text
DIESEL FUEL PAD
AutoCAD SHX Text
TDWR EQUIPMENT BUILDING F.F.E. 41.00'
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PAD MOUNTED TRANSFORMER
AutoCAD SHX Text
CMU WALL
AutoCAD SHX Text
POWER METER
AutoCAD SHX Text
UNDERGROUND UTILITIES
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BOLLARDS
AutoCAD SHX Text
TOP OF PIER ELEV: 42.00
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AIR CONDITIONING EQUIPMENT PAD
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text 40.5
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SLOPE
AutoCAD SHX Text 40.5
AutoCAD SHX Text 40.5
AutoCAD SHX Text 40.5
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WIND SOCK
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EDGE OF CLIFF
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LIMIT OF EXISTING PAVEMENT
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C TOWER AND WAVEGUIDE
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AutoCAD SHX Text A
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AutoCAD SHX Text 27078
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PROFESSIONAL
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AutoCAD SHX Text E
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AutoCAD SHX Text F
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AutoCAD SHX Text D
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AutoCAD SHX Text A.
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PAVEMENT LEGEND
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3" LIGHT DUTY PAVEMENT
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6" CONCRETE LANDING
AutoCAD SHX Text
AutoCAD SHX Text C301
AutoCAD SHX Text
AutoCAD SHX Text C301
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6" BOLLARD
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text 04/2007
AutoCAD SHX Text
1/2" REBAR - 12" LONG
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FOOTING
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24" DIAMETER CONC.
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DO NOT OMIT
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2" SAND CUSHION
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PAVEMENT
AutoCAD SHX Text
PIPE FILLED WITH 3000 PSI CONC.
AutoCAD SHX Text 6" DIAM. x .28" x 8' LONG SCH 120 PVC
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SMOOTH CONCRETE CAP
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4' MINIMUM
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PAINT BOLLARD RUSTOLEUM V7400 SERIES 245479 - SAFETY YELLOW.
AutoCAD SHX Text
LIGHT DUTY
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text 03/2019
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COMPACT SUBGRADE TO 98% STD. PROCTOR
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TACK COAT
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PAVEMENT
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6" GRADED AGGREGATE BASE
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3" ASPHALT PAVEMENT
AutoCAD SHX Text
AutoCAD SHX Text C301
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AutoCAD SHX Text…
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