CEKT192209 Drawings.pdf
PDF 15 MB Posted
- Attached to
- Bldg 11 Demo, Bradley ANGB, CT Federal contract opportunity
- Solicitation number
- W50SC2-21-B-0002
- Issued by
- Department of the Army National Guard
About this file
This document provides details on a federal contract opportunity for demolition services. The USPFO for Connecticut will issue an IFB to award a single firm fixed-price contract for demolition of Building 11 at Bradley Air National Guard Base in East Granby, Connecticut. The project scope involves demolishing the building and restoring the footprint to match surrounding surfaces. Construction must comply with applicable DoD, Air Force, and base standards and use local materials where cost-effective. The contract duration is 180 days after NTP. This opportunity is set aside 100% for small businesses with a NAICS code of 238910 and size standard of $16,500,000. Offerors must agree to perform at least 15% of the work with their own employees. The solicitation closing date is in Block 13 of the SF1442. Award will be made without discussions to the responsible bidder with the lowest price. Interested parties must register in SAM.gov and have a DUNS number to obtain the solicitation from the website. The contract value is estimated between $1,000,000 to $5,000,000.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W50SC2-21-B-0002_Bid Abstract.pdf | ||
| W50SC2-21-B-0002-Amend 03.pdf | ||
| CEKT192209 Specifications Section 32 13 14.13 Rev1 Select Pages Revised 20210630.pdf | ||
| W50SC2-21-B-0002-Amend 02.pdf | ||
| 20210630 RFI Log Bldg 11 Demo.pdf | ||
| 20210623-RFI Log-Bldg 11 Demo.pdf | ||
| 20210614 RFI Log Bldg 11 Demo.pdf | ||
| W50SC2-21-B-0001-Amend 01.pdf | ||
| W50SC2-21-B-0002 PP Conf Civil Engineer Squadron Brief_10 Juln 21.pdf | ||
| 20210610 RFI Log Bldg 11 Demo.pdf | ||
| W50SC2-21-B-0002 PP Conf Contracting Brief_10 Juln 21.pdf | ||
| Site Visit Attendance Roster.pdf | ||
| Bid Bond Checklist for GCs.pdf | ||
| W50SC2-21-B-0002_Solicitation.pdf | ||
| CEKT192209 Specifications.pdf |
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Text version
2 EXECUTIVE PARK DRIVE, SUITE 205
BEDFORD, NH 03110
(603) 666-7181 FAX (603) 666-7185
www.jacobs.com
CONNECTICUT AIR NATIONAL GUARD
BRADLEY AIR NATIONAL GUARD BASE
EAST GRANBY, CONNECTICUT
DEMOLISH BUILDING 10011 (CEKT192209)
B-3 DESIGN SUBMITTAL
DECEMBER 2020
CIVIL
I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED
BY MYSELF OR UNDER MY DIRECT SUPERVISION .
SIGNATURE DATE
PREPARED BY
LIST OF UTILITY COMPANY / AIRPORT OPERATOR CONTACTS CERTIFICATIONS
3-5-2020
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2 MILES
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MILE 20
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40 MILES
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AIRPORT
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INTERNATIONAL
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BRADLEY
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CONNECTICUT
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MASSACHUSETTS
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BRIDGEPORT
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NEW HAVEN
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HARTFORD
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EAST GRANBY
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BRADLEY
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EAST GRANBY
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WINDSOR LOCKS
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FARMINGTON RIVER
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NATIONAL GUARD BASE
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BRADLEY AIR
ABBREVIATIONS
SYMBOL LEGEND LINE LEGEND
HATCH LEGEND
X
BRADLEY
AIR
NATIONAL
GUARD
BASE
AS NOTED
DEC 2020
BUILDING 11
DEMOLITION AND SITE
RESTORATION
DEC 2020
DEC 2020
2 EXECUTIVE PARK DRIVE
BEDFORD, NH 03110
603.666.7181
CEKT192209
AutoCAD SHX Text AC ADVISORY CIRCULAR ADVISORY CIRCULAR ACC ASPHALTIC CONCRETE PAVEMENT ASPHALTIC CONCRETE PAVEMENT AFVA AIR FORCE VISUAL AID AIR FORCE VISUAL AID AOA AIRPORT OPERATIONS AREA AIRPORT OPERATIONS AREA ATCT AIR TRAFFIC CONTROL TOWER AIR TRAFFIC CONTROL TOWER BIT BITUMINOUS BITUMINOUS BLDG BUILDING BUILDING BM BENCHMARK BENCHMARK CIP CAST IRON PIPE CAST IRON PIPE CENTER LINE C.O. CLEAN OUT CLEAN OUT CONC CONCRETE CONCRETE CONT CONTINUED CONTINUED CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE COR CONTRACTING OFFICER'S REPRESENTATIVE CONTRACTING OFFICER'S REPRESENTATIVE CTS CEMENT TREATED SUBGRADE CEMENT TREATED SUBGRADE CY CUBIC YARD CUBIC YARD DIA. DIAMETER DIAMETER DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DON DEPARTMENT OF NAVY DEPARTMENT OF NAVY E EASTING EASTING EL ELEVATION ELEVATION EOP EDGE OF PAVEMENT EDGE OF PAVEMENT FAA FEDERAL AVIATION ADMINISTRATION FEDERAL AVIATION ADMINISTRATION FH FIRE HYDRANT FIRE HYDRANT FES FLARED END SECTION FLARED END SECTION FG FINISHED GROUND FINISHED GROUND FL FLOW LINE ELEVATION FLOW LINE ELEVATION FLG FLANGE FLANGE FOD FOREIGN OBJECT DEBRIS FOREIGN OBJECT DEBRIS FOMO FIXED OR MOBILE OBSTACLE FIXED OR MOBILE OBSTACLE FRP FIBERGLASS REINFORCED PLASTIC FIBERGLASS REINFORCED PLASTIC GV GATE VALVE GATE VALVE HDPE HIGH DENSITY POLYETHYLENE PIPE HIGH DENSITY POLYETHYLENE PIPE HMA HOT MIX ASPHALT HOT MIX ASPHALT I.D. INSIDE DIAMETER INSIDE DIAMETER INV INVERT INVERT INT INTERSECTION INTERSECTION LF LINEAL FEET LINEAL FEET LP LOW POINT LOW POINT LVC LENGTH OF VERTICAL CURVE LENGTH OF VERTICAL CURVE MES MITERED END SECTION MITERED END SECTION MH MANHOLE MANHOLE MIN MINIMUM MINIMUM N NORTHING NORTHING NO. NUMBER NUMBER NGS NATURAL GAS SERVICE NATURAL GAS SERVICE NIC NOT IN CONTRACT NOT IN CONTRACT NTS NOT TO SCALE NOT TO SCALE OWS OIL/WATER SEPARATOR OIL/WATER SEPARATOR OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER OHE ELECTRICAL LINES (OVERHEAD) ELECTRICAL LINES (OVERHEAD) OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PB PULLBOX PULLBOX PC POINT OF CURVATURE POINT OF CURVATURE PCC PORTLAND CEMENT CONCRETE PAVEMENT PORTLAND CEMENT CONCRETE PAVEMENT PCR POINT OF REVERSE CURVATURE POINT OF REVERSE CURVATURE PFW POTABLE FIRE WATER POTABLE FIRE WATER PGL PROFILE GRADE LINE PROFILE GRADE LINE PI POINT OF INTERSECTION POINT OF INTERSECTION PIV POST INDICATOR VALVE POST INDICATOR VALVE POL PETROLEUM, OIL, LUBRICANTS PETROLEUM, OIL, LUBRICANTS POC POINT OF CONTACT POINT OF CONTACT PT POINT OF TANGENCY POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE POINT OF VERTICAL CURVATURE PVI POINT OF VERTICAL INTERSECTION POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT POINT OF VERTICAL TANGENT R RADIUS RADIUS RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE R/W RUNWAY RUNWAY SAN SANITARY SEWER SANITARY SEWER SDMH STORM DRAIN MANHOLE STORM DRAIN MANHOLE SF/SQ.FT SQUARE FEET SQUARE FEET SHT SHEET SHEET SSMH SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE STA. STATION STATION STOVL SHORT TAKEOFF VERTICAL LANDING SHORT TAKEOFF VERTICAL LANDING SVC SERVICE SERVICE SY SQUARE YARD SQUARE YARD TLCZ TAXIWAY LATERAL CLEAR ZONE TAXIWAY LATERAL CLEAR ZONE TP TOP OF PAVEMENT ELEVATION TOP OF PAVEMENT ELEVATION T/L TAXILANE TAXILANE T/W TAXIWAY TAXIWAY TYP TYPICAL TYPICAL UMH UNDERDRAIN MANHOLE UNDERDRAIN MANHOLE VC VERTICAL CURVE VERTICAL CURVE VSR VEHICLE SERVICE ROAD VEHICLE SERVICE ROAD WWF WELDED WIRE FABRICWELDED WIRE FABRIC
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CONCRETE PAVEMENT REMOVAL
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CONTRACTOR STAGING AREA
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CATCH BASIN
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BORE HOLE LOCATION
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CLEANOUT
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WORK AREA
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REINFORCED PCC PAVEMENT
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EXISTING BASE COURSE
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NEW UNDERGROUND ELECTRICAL
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DETAIL REFERENCE
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ON PLAN SHEET:
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DETAIL REFERENCE
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ON DETAIL SHEET:
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DETAIL NUMBER
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DETAIL LOCATION
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DETAIL LOCATION
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NEW CORE LOGS
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AIRCRAFT TIE-DOWN
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PROJECT TITLE
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SHEET TITLE
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DESIGNED
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DRAWN
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CHECKED
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SCALE
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SHT
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OF
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REV
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DATE
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DESCRIPTION
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INIT
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REVISIONS
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BIOENVIRONMENTAL
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FIRE CHIEF
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COMMUNICATIONS
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USING AGENCY
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SAFETY
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CHIEF ENGINEER
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BASE CIVIL ENGINEER
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AIR COMMANDER
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COORDINATION
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CONNECTICUT ANG 100 NICHOLSON ROAD EAST GRANBY, CT 06026-9309
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DATE
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JWG
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MTY
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JWG
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LEGEND AND
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DRAWING INDEX
G-001
BRADLEY
AIR
NATIONAL
GUARD
BASE
AS NOTED
SEP 2020
BUILDING 11
DEMOLITION AND SITE
RESTORATION
SEP 2020
SEP 2020
2 EXECUTIVE PARK DRIVE
BEDFORD, NH 03110
603.666.7181
CEKT192209
AutoCAD SHX Text GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, TECHNICAL ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, TECHNICAL SPECIFICATIONS AND THESE CONSTRUCTION PLANS. THE CONTRACTOR SHALL COORDINATE THE COMPLETION OF ALL WORK THROUGH THE CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.). 2. THE CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER (K.O.), TO BE PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS WHILE THE JOB IS IN PROGRESS. THE SUPERINTENDENT SHALL BE DESIGNATED AS THE CONTRACTOR'S RESPONSIBLE REPRESENTATIVE AND SHALL BE AVAILABLE AROUND THE CLOCK. WHEN THE SUPERINTENDENT IS NOT AVAILABLE ON THE CONSTRUCTION SITE THE CONTRACTOR MUST PROVIDE AN ALTERNATE REPRESENTATIVE. 3. THE CONTRACTOR SHALL DESIGNATE A PERSON AND TWO BACKUP PEOPLE WHO CAN BE CONTACTED 24 THE CONTRACTOR SHALL DESIGNATE A PERSON AND TWO BACKUP PEOPLE WHO CAN BE CONTACTED 24 HOURS A DAY IN THE EVENT OF A CONSTRUCTION OR SAFETY EMERGENCY AND FOR MAINTAINING CONSTRUCTION HAZARD LIGHTING AND BARRICADES. THESE DESIGNATED PERSONS SHALL BE AUTHORIZED TO MAKE FIELD DECISIONS ON THE CONTRACTOR'S BEHALF AND BE ABLE TO RESPOND WITHIN A REASONABLE TIME FROM THE INITIAL CONTACT. A REASONABLE TIME MAY BE DEFINED AS 15 MINUTES FROM THE NOTIFICATION DEPENDING ON THE LEVEL OF THE EMERGENCY AS DETERMINED BY THE C.O.R.. THE CONTRACTOR IS TO PROVIDE THE C.O.R. WITH THE NAMES AND PHONE NUMBERS OF THESE DESIGNATED INDIVIDUALS, PRIOR TO THE START OF CONSTRUCTION. 4. REFER TO SHEET G-003 FOR THE EXISTING CONDITIONS AND SURVEY CONTROL PLAN FOR DATUM REFER TO SHEET G-003 FOR THE EXISTING CONDITIONS AND SURVEY CONTROL PLAN FOR DATUM INFORMATION. 5. WHERE SHOWN, ALL PLAN QUANTITIES ARE FOR INFORMATION ONLY AND ARE NOT CONSIDERED NOR WHERE SHOWN, ALL PLAN QUANTITIES ARE FOR INFORMATION ONLY AND ARE NOT CONSIDERED NOR SHALL BE USED AS A REASONABLE BASIS OF ESTIMATE OR PAYMENT. THE PROJECT QUANTITY TAKE-OFFS AND METHODS OF MEASUREMENT SHALL BE ESTABLISHED BY THE CONTRACTOR, EXCEPT AS NOTED IN THE PROJECT SPECIFICATIONS, AS A REASONABLE BASIS OF ESTIMATE AND PAYMENT. THESE QUANTITIES INCLUDE BUT ARE NOT LIMITED TO VOLUMES ASSOCIATED WITH EARTHWORK; AREAS ASSOCIATED WITH DEMOLITION, SUBGRADE PREPARATION, PAVEMENTS AND RESEEDING; LINEAR FEET ASSOCIATED WITH DEMOLITION, UTILITY PIPE, AND BARRICADES. 6. THE EXISTING FACILITIES AND CONDITIONS SHOWN ON THESE PLANS ARE THE ANTICIPATED CONDITIONS THE EXISTING FACILITIES AND CONDITIONS SHOWN ON THESE PLANS ARE THE ANTICIPATED CONDITIONS AT THE TIME OF COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO BIDDING. 7. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES (UNDER AND ABOVE GROUND) IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING AN INDEPENDENT DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES BY CONTACTING OWNER OF UTILITIES AND AN AF 103 MUST BE FILLED OUT BY CONTRACTOR. CONTRACTOR TO CONTACT DIG SAFE A MINIMUM OF 72 HOURS PRIOR TO ANY EXCAVATION, IN ACCORDANCE WITH STATE REGULATIONS. THE CONTRACTOR SHALL RECORD EXISTING UTILITY INFORMATION ON THE AS-BUILT DRAWINGS. IF ANY OF THE EXISTING UTILITIES CONFLICT WITH IF ANY OF THE EXISTING UTILITIES CONFLICT WITH THE PROPOSED STRUCTURES SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE C.O.R. IMMEDIATELY TO EXPEDITE RESOLUTION. THE CONTRACTOR WILL NOT BE COMPENSATED FOR DELAY OR THE CONTRACTOR WILL NOT BE COMPENSATED FOR DELAY OR HINDRANCE FOR INACCURATE OR INCOMPLETELY DEPICTED EXISTING UTILITIES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOWERING AND/OR PROTECTING ALL EXISTING UTILITIES IN THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOWERING AND/OR PROTECTING ALL EXISTING UTILITIES IN PLACE UNLESS NOTED OTHERWISE. COORDINATE WITH CONTRACTING OFFICER 10 WORKING DAYS PRIOR TO LOWERING ANY UTILITIES. 9. NO INTERRUPTION OF UTILITIES ON THIS PROJECT SITE BY THE CONTRACTOR WILL BE ALLOWED UNLESS NO INTERRUPTION OF UTILITIES ON THIS PROJECT SITE BY THE CONTRACTOR WILL BE ALLOWED UNLESS SPECIFIED AS PART OF THIS CONTRACT. ALL EXCAVATION, PROTECTION AND OTHER WORK ELEMENTS IN THE AREA OF EXISTING UTILITIES SHALL BE COORDINATED THROUGH THE C.O.R. 10. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAIRED TO A CONDITION EQUAL TO THAT OF EXISTING ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAIRED TO A CONDITION EQUAL TO THAT OF EXISTING AND TO THE SATISFACTION OF THE C.O.R. AT THE CONTRACTOR'S EXPENSE. 11. THE CONTRACTOR IS ADVISED THAT OTHER CONSTRUCTION ACTIVITIES MAY BE TAKING PLACE IN THE THE CONTRACTOR IS ADVISED THAT OTHER CONSTRUCTION ACTIVITIES MAY BE TAKING PLACE IN THE PROJECT AREA THAT MIGHT REQUIRE COORDINATION WITH OTHER CONTRACTORS. 12. THE CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE, INCLUDING RUTS PRODUCED BY VEHICLES AND THE CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE, INCLUDING RUTS PRODUCED BY VEHICLES AND EQUIPMENT, WITHIN ALL CONSTRUCTION AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES, ROADS, OR AIRFIELD PAVEMENT. REPAIRS SHALL BE MADE TO THE SATISFACTION OF THE C.O.R. AT NO ADDITIONAL COST TO THE PROJECT. 13. ALL WASTE MATERIAL PRODUCED AS A RESULT OF THE CONTRACTOR'S OPERATIONS NOT INTENDED TO BE ALL WASTE MATERIAL PRODUCED AS A RESULT OF THE CONTRACTOR'S OPERATIONS NOT INTENDED TO BE RECYCLED INTO THE PROJECT SHALL BE DISPOSED OF AT A LEGAL OFF-SITE LOCATION. ALL EXCESS EXCAVATED MATERIALS SHALL REMAIN ON SITE. 14. THE CONTRACTING OFFICER (K.O.) MAY SUSPEND THE WORK BY WRITTEN NOTICE WHEN, IN HIS JUDGMENT, THE CONTRACTING OFFICER (K.O.) MAY SUSPEND THE WORK BY WRITTEN NOTICE WHEN, IN HIS JUDGMENT, PROGRESS IS UNSATISFACTORY, WORK BEING DONE IS UNAUTHORIZED OR DEFECTIVE, WEATHER CONDITIONS ARE UNSUITABLE, OR THERE IS DANGER TO PUBLIC HEALTH AND SAFETY. 15. APPROVAL OF A PORTION OF THE WORK IN PROGRESS DOES NOT GUARANTEE ITS FINAL ACCEPTANCE. APPROVAL OF A PORTION OF THE WORK IN PROGRESS DOES NOT GUARANTEE ITS FINAL ACCEPTANCE. TESTING AND EVALUATION MAY CONTINUE UNTIL WRITTEN FINAL ACCEPTANCE OF A COMPLETE WORKABLE UNIT. 16. ACCEPTANCE OF COMPLETED WORK WILL NOT BE GIVEN UNTIL DEFECTIVE OR UNAUTHORIZED WORK IS ACCEPTANCE OF COMPLETED WORK WILL NOT BE GIVEN UNTIL DEFECTIVE OR UNAUTHORIZED WORK IS CORRECTED OR REMOVED AND FINAL CLEAN-UP IS COMPLETE. ANY DEFECTS WHICH APPEAR IN THE WORK WITHIN ONE YEAR FROM THE DATE OF ACCEPTANCE AND WHICH ARE DUE TO IMPROPER WORKMANSHIP OR INFERIOR MATERIALS SUPPLIED SHALL BE CORRECTED BY OR AT THE EXPENSE OF THE CONTRACTOR. 17. THE CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF CONSTRUCTION WITHOUT THE WRITTEN THE CONTRACTOR SHALL NOT WORK OUTSIDE OF THE LIMITS OF CONSTRUCTION WITHOUT THE WRITTEN APPROVAL BY THE CONTRACTING OFFICER. 18. ANY WORK PERFORMED WITHOUT THE KNOWLEDGE AND APPROVAL OF THE C.O.R. IS SUBJECT TO ANY WORK PERFORMED WITHOUT THE KNOWLEDGE AND APPROVAL OF THE C.O.R. IS SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 19. CONNECTICUT STORMWATER GENERAL PERMIT NOT REQUIRED AS THE PROPOSED DISTURBANCE IS < 1 CONNECTICUT STORMWATER GENERAL PERMIT NOT REQUIRED AS THE PROPOSED DISTURBANCE IS < 1 ACRE. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION, STORM WATER AND SEDIMENTATION CONTROL AND ENVIRONMENTAL PROTECTION MEASURES IN ACCORDANCE WITH THE APPROVED CONTRACTORS ENVIRONMENTAL PROTECTION PLAN AND CONNECTICUT 'GENERAL PERMIT FOR THE DISCHARGE OF THE STORMWATER AND DEWATERING WASTEWATERS FROM CONSTRUCTION ACTIVITIES REQUIREMENTS'. 20. THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL REQUIREMENTS OF 'THE GENERAL PERMIT FOR THE THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL REQUIREMENTS OF 'THE GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER AND DEWATERING WASTEWATERS FROM CONSTRUCTION ACTIVITIES'. CONSTRUCTION ACCESS AND TRAFFIC CONTROL NOTES 1. THE CONTRACTOR IS ADVISED THAT ALL EMPLOYEES WORKING ON BASE MUST CONFORM WITH ALL CTANG THE CONTRACTOR IS ADVISED THAT ALL EMPLOYEES WORKING ON BASE MUST CONFORM WITH ALL CTANG BASE SECURITY REQUIREMENTS AT ALL TIMES AND MUST BE ABLE TO PASS A BACKGROUND CHECK. ALL SECURITY DOCUMENTATION MUST BE SUBMITTED TO THE BASE 30 DAYS PRIOR TO THE DATES OF NEEDED ACCESS TO BE GRANTED ENTRY. 2. THE CTANG BASE ENTRANCE IS LOCATED OFF OF ROUTE 20/RAINBOW ROAD. ALL DELIVERY TRUCKS THE CTANG BASE ENTRANCE IS LOCATED OFF OF ROUTE 20/RAINBOW ROAD. ALL DELIVERY TRUCKS MUST HAVE A BILL OF LADING IDENTIFYING THE CONTRACTOR, CONTRACT NUMBER, AND LIST OF MATERIALS. ANY SPECIAL DELIVERIES SHALL BE NOTED IN WRITING TO THE C.O.R. 5 DAYS IN ADVANCE. NOTIFY SECURITY FORCES 72 HOURS IN ADVANCE. NOT ALL REQUESTS MAY BE GRANTED. 3. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY SECURITY FORCES WHEN ENTERING ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY SECURITY FORCES WHEN ENTERING THE BASE AND MAY EXPERIENCE DELAYS. ALL PERSONNEL ENTERING THE BASE MUST HAVE A VALID PHOTO ID PER BASE SECURITY REQUIREMENTS. ALL VEHICLES ENTERING THE BASE MUST HAVE CURRENT/VALID REGISTRATION, CURRENT/VALID INSURANCE, AND CURRENT/VALID DRIVER'S LICENSE FOR THE OPERATOR. 4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING A SUITABLE ACCESS ROAD FROM THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING A SUITABLE ACCESS ROAD FROM THE BASE ROADS TO THE SITE. UPON COMPLETION OF THE WORK, ANY ACCESS/HAUL ROUTE WILL BE DRESSED, SEEDED AND RESTORED TO THE C.O.R.'S SATISFACTION. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK AND IT SHALL BE INCLUDED IN THE PROJECT. 5. THE CONTRACTOR SHALL PROVIDE AND INSTALL A PROFESSIONALLY PAINTED SIGN, MEETING C.O.R.'S THE CONTRACTOR SHALL PROVIDE AND INSTALL A PROFESSIONALLY PAINTED SIGN, MEETING C.O.R.'S APPROVAL, AT THE CONSTRUCTION ENTRANCE AND AT INTERSECTIONS TO DIRECT MATERIAL SUPPLIERS AND EMPLOYEES TO AND FROM THE CONSTRUCTION SITE. 6. THE LOCATION AND SIZE OF THE CONTRACTOR'S STAGING AREA IS SHOWN FOR REFERENCE ONLY. THE THE LOCATION AND SIZE OF THE CONTRACTOR'S STAGING AREA IS SHOWN FOR REFERENCE ONLY. THE ACTUAL SIZE AND EXACT LOCATION MUST BE APPROVED BY THE C.O.R. PRIOR TO CONSTRUCTION. THE FOLLOWING REQUIREMENTS WILL APPLY: 6.1 ALL REQUIRED UTILITIES FOR THE CONTRACTOR'S STAGING AREA ARE AVAILABLE ON-SITE AND SHALL BE ARRANGED AND PAID FOR BY THE CONTRACTOR DIRECTLY WITH THE APPROPRIATE UTILITY AGENCY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE AVAILABILITY OF UTILITIES AND TO ENCLOSE, SECURE AND SET UP HIS OPERATIONAL AREA. 6.2 ALL OF THE CONTRACTOR'S ACTIVITY WILL BE STAGED FROM THIS AREA INCLUDING ALL FIELD OFFICE AND EMPLOYEE PARKING. THE CONTRACTOR WILL BE RESPONSIBLE FOR TRANSPORTING EMPLOYEES FROM THE STAGING AREAS TO AND FROM THE WORK AREA. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITY, CONSTRUCTION EQUIPMENT AND VEHICLES MUST BE PARKED IN THE STAGING AREA. NO PERSONNEL VEHICLES (POV) ARE ALLOWED ACCESS TO THE WORKSITE OR STAGING AREA. 6.3 STAGING AREAS MAY REQUIRE GRADING AND DRAINAGE WORK TO ADAPT THE AREA TO SPECIFIC NEEDS. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMIT(S) TO DEVELOP AND USE THE SITE FOR STAGING AND CONCRETE BATCHING OPERATIONS (IF REQUIRED) AND OTHER ACTIVITIES AS REQUIRED. UPON COMPLETION OF THE WORK, THE AREA WILL BE DRESSED, SEEDED AND RESTORED TO THE C.O.R.'S SATISFACTION. 6.4 THE CONTRACTOR MAY STAGE A CONCRETE BATCH PLANT ON SITE. THE LOCATION OF THESE FACILITIES MUST BE COORDINATED WITH THE C.O.R. AND WILL BE LOCATED IN THE CONTRACTOR'S STAGING AREA. THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONNECTIONS AND SERVICE METERS FOR THE CONNECTIONS AND SERVICE METERS FOR THE BATCH PLANT. THE BATCH PLANT MUST BE PERMITTED IN ACCORDANCE WITH ALL LOCAL AND STATE RULES AND REGULATIONS. THE CONTRACTOR SHALL NOT SELL OR DISTRIBUTE FROM THE BATCH PLANT FOR PURPOSES UNRELATED TO THIS PROJECT. 6.5 IT IS NOT ANTICIPATED THAT THE AIRFIELD OBSTRUCTION HEIGHT REQUIREMENTS WILL RESTRICT THE CONTRACTOR'S ACTIVITIES IN THE STAGING AND/OR CONSTRUCTION AREAS. IT IS REQUIRED, HOWEVER, THAT THIS ASSUMPTION BE VERIFIED BY THE CONTRACTOR THROUGH THE FAA OBSTRUCTION EVALUATION/AIRPORT AIRSPACE ANALYSIS (OE/AAA) PROCESS. REFERENCE PREVIOUSLY SUBMITTED CASE #2017-ANE-228-NRA. 6.6 THE C.O.R. MAY, AT ITS DISCRETION, DESIGNATE THAT STAGING AREAS FOR OTHER CONTRACTORS BE LOCATED IN THE VICINITY. IF THIS OCCURS, THE CONTRACTOR SHALL COOPERATE, AS NECESSARY, TO ACCOMMODATE OTHERS. 6.7 THE CONTRACTOR WILL BE REQUIRED TO OBSERVE ALL EXISTING TRAFFIC FLOW DIRECTIONS WHEN THE CONTRACTOR WILL BE REQUIRED TO OBSERVE ALL EXISTING TRAFFIC FLOW DIRECTIONS WHEN ENTERING AND LEAVING THE STAGING AREAS. NO COUNTER FLOW WILL BE ALLOWED ANY TIME. 7. THE CONTRACTOR WILL BE REQUIRED TO FURNISH AN ACCIDENT PREVENTION PLAN IN ACCORDANCE WITH THE CONTRACTOR WILL BE REQUIRED TO FURNISH AN ACCIDENT PREVENTION PLAN IN ACCORDANCE WITH THE SPECIFICATIONS AND USACE SAFETY MANUAL EM 385-1-1 WITH PROJECT SCHEDULE. IN THE SAFETY PLAN IDENTIFY THE FOLLOWING ITEMS: 7.1 PROPOSED ACCESS POINTS, STAGING AREA AND HAUL ROUTES. 7.2 TEMPORARY MARKINGS TO BE USED, IF ANY. 7.3 LOCATION AND TYPE OF BARRICADES OR OTHER TRAFFIC CONTROL DEVICES. 7.4 METHODS OF COMMUNICATION WITH THE C.O.R.. 7.5 EMERGENCY CONTACT AND PHONE NUMBERS. 8. THE CONTRACTOR IS ADVISED THAT AIRFIELD RUNWAYS AND TAXIWAYS WILL REMAIN IN USE BY AIRCRAFT THE CONTRACTOR IS ADVISED THAT AIRFIELD RUNWAYS AND TAXIWAYS WILL REMAIN IN USE BY AIRCRAFT TO THE MAXIMUM EXTENT POSSIBLE. AT ALL TIMES DURING THIS PROJECT, AND UNDER ALL CIRCUMSTANCES, AIRCRAFT HAVE THE RIGHT-OF-WAY OVER CONSTRUCTION VEHICLES. 9. THE CONTRACTOR IS RESPONSIBLE TO ENSURE NO WORK IS UNDERTAKEN INSIDE OF, OR ANY PERSONNEL, THE CONTRACTOR IS RESPONSIBLE TO ENSURE NO WORK IS UNDERTAKEN INSIDE OF, OR ANY PERSONNEL, EQUIPMENT, OR VEHICLES TO ENTER AN ACTIVE TAXIWAY OR RUNWAY SAFETY AREA. THE C.O.R. SHALL, WHEN REQUESTED BY THE CONTRACTOR AND WHEN IN CONFORMANCE WITH THE APPROVED CONSTRUCTION SCHEDULE, ARRANGE FOR THE CLOSURE OF AFFECTED TAXIWAYS OR RUNWAYS. NO RUNWAY, TAXIWAY, APRON OR AIRFIELD ROADWAY SHALL BE CLOSED WITHOUT PRIOR APPROVAL OF THE C.O.R.. A MINIMUM OF 15 DAYS NOTICE OF REQUESTED CLOSING SHALL BE DIRECTED TO THE C.O.R. 10. THE CONTRACTOR SHALL NOT AT ANYTIME BE WITHIN 300 FEET OF THE EDGE OF AN ACTIVE RUNWAY, THE CONTRACTOR SHALL NOT AT ANYTIME BE WITHIN 300 FEET OF THE EDGE OF AN ACTIVE RUNWAY, WITHIN 150 FEET OF THE EDGE OF AN ACTIVE TAXIWAY, WITHIN 60 FEET OF AN ACTIVE APRON, OR 25' WINTHIN AN ACTIVE TUG-LANE WITHOUT THE APPROVAL OF THE C.O.R., THESE OFFSETS SHALL BE MAINTAINED BY USING BARRICADES. 11. ALL VEHICLE OPERATORS HAVING ACCESS TO THE AIRFIELD MUST BE FAMILIAR WITH AIRFIELD ALL VEHICLE OPERATORS HAVING ACCESS TO THE AIRFIELD MUST BE FAMILIAR WITH AIRFIELD PROCEDURES FOR THE OPERATION OF GROUND VEHICLES AND THE CONSEQUENCES OF NONCOMPLIANCE. 12. ALL CONSTRUCTION EQUIPMENT AUTHORIZED TO OPERATE ON THE AIRFIELD, IN A DESIGNATED ALL CONSTRUCTION EQUIPMENT AUTHORIZED TO OPERATE ON THE AIRFIELD, IN A DESIGNATED CONSTRUCTION AREA, OR ON A HAUL ROUTE (AS SPECIFIED ON THE PLANS) WILL DISPLAY IN FULL VIEW ABOVE THE VEHICLE A 3' X 3' OR LARGER ORANGE AND WHITE CHECKERED FLAG, WITH EACH CHECK BEING 1' SQUARE. ALL VEHICLES OPERATING ON THE AIRFIELD SHALL BE EQUIPPED WITH A FLASHING AMBER (YELLOW) DOME-TYPE LIGHT MOUNTED ON TOP OF THE VEHICLE AND OF SUCH INTENSITY TO CONFORM TO LOCAL CODES FOR MAINTENANCE AND EMERGENCY VEHICLES. ALL VEHICLES AND EQUIPMENT OPERATING ON THE AIRFIELD SHALL CLEARLY DISPLAY COMPANY LOGOS, CONSPICUOUSLY PLACED ON EACH SIDE OF THE VEHICLE. 13. IT MAY BE DESIRABLE TO CLEARLY IDENTIFY THE VEHICLES FOR CONTROL PURPOSES BY EITHER IT MAY BE DESIRABLE TO CLEARLY IDENTIFY THE VEHICLES FOR CONTROL PURPOSES BY EITHER ASSIGNED INITIALS OR NUMBERS THAT ARE PROMINENTLY DISPLAYED ON EACH SIDE OF THE VEHICLE. THE IDENTIFICATION SYMBOLS SHOULD BE AT MINIMUM 8-INCH (20-CM) BLOCK-TYPE CHARACTERS OF A CONTRASTING COLOR AND EASY TO READ. THEY MAY BE APPLIED EITHER BY USING TAPE OR A WATER-SOLUBLE PAINT TO FACILITATE REMOVAL. MAGNETIC SIGNS ARE ALSO ACCEPTABLE. IN ADDITION, VEHICLES MUST DISPLAY IDENTIFICATION MEDIA, AS SPECIFIED IN THE APPROVED SECURITY PLAN. 14. ALL CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM WHEN ALL CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN ALARM WHEN OPERATING IN REVERSE. 15. USE ONLY RUBBER-TIRED VEHICLES ON EXISTING PAVEMENT THAT IS TO REMAIN. USE ONLY RUBBER-TIRED VEHICLES ON EXISTING PAVEMENT THAT IS TO REMAIN. 16. NON-CONSTRUCTION PEDESTRIAN TRAFFIC WILL NOT BE ALLOWED INSIDE THE CONSTRUCTION LIMITS. NON-CONSTRUCTION PEDESTRIAN TRAFFIC WILL NOT BE ALLOWED INSIDE THE CONSTRUCTION LIMITS. 17. NOTIFY THE C.O.R. A MINIMUM OF 15 WORKING DAYS PRIOR TO ANY REQUIRED ROAD CLOSURE. NOTIFY THE C.O.R. A MINIMUM OF 15 WORKING DAYS PRIOR TO ANY REQUIRED ROAD CLOSURE. 18. THE CONTRACTOR WILL BE REQUIRED TO COORDINATE ALL CONSTRUCTION ACTIVITIES THROUGHOUT THE THE CONTRACTOR WILL BE REQUIRED TO COORDINATE ALL CONSTRUCTION ACTIVITIES THROUGHOUT THE PROJECT TO ALLOW ACCESS TO ALL EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLES. 19. ALL OPERATIONS ON CTANG BASE ROADS SHALL OBSERVE THE POSTED SPEED LIMIT. ALL OPERATIONS ON CTANG BASE ROADS SHALL OBSERVE THE POSTED SPEED LIMIT. 20. ALL CONSTRUCTION TRAFFIC SHALL BE RESTRICTED TO THE ACCESS AND HAUL ROUTES EXCEPT WHEN ALL CONSTRUCTION TRAFFIC SHALL BE RESTRICTED TO THE ACCESS AND HAUL ROUTES EXCEPT WHEN WITHIN THE DESIGNATED CONSTRUCTION AREA. THE HAUL TRUCKS MUST BE COVERED AT ALL TIMES. 21. CONTRACTOR SHALL MAINTAIN EMERGENCY ACCESS THROUGHOUT THE PROJECT SITE AT ALL TIMES. ALL CONTRACTOR SHALL MAINTAIN EMERGENCY ACCESS THROUGHOUT THE PROJECT SITE AT ALL TIMES. ALL PROJECT ROADWAYS (TEMPORARY OR PERMANENT) SHALL BE MAINTAINED BY CONTRACTOR SO THAT RESCUE VEHICLES HAVE UNIMPEDED ACCESS TO THE AIRCRAFT, BUILDING, AND ROADWAYS. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL FOR ALL WORK. THE CONTRACTOR SHALL CONDUCT SNOW REMOVAL IN THE WORK AREA. 22. CRAWLER TRACKED VEHICLES SHALL NOT BE ALLOWED ON PAVED SURFACES EXCEPT FOR CRANES WITH CRAWLER TRACKED VEHICLES SHALL NOT BE ALLOWED ON PAVED SURFACES EXCEPT FOR CRANES WITH APPROVED PAVEMENT PROTECTION. THE CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRS NECESSARY DUE TO CONSTRUCTION ACTIVITIES. USE OF PADS AND PAVEMENT/UTILITY PROTECTION SHALL BE SUBMITTED TO THE C.O.R. FOR APPROVAL PRIOR TO OPERATIONS.
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DOOR 171.07
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INIT
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BIOENVIRONMENTAL
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FIRE CHIEF
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COMMUNICATIONS
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USING AGENCY
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SAFETY
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CHIEF ENGINEER
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BASE CIVIL ENGINEER
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AIR COMMANDER
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CONNECTICUT ANG 100 NICHOLSON ROAD EAST GRANBY, CT 06026-9309
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GENERAL PLAN
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AND NOTES
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GENERAL PLAN SCALE: 1" = 60'
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STAGING AREA
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(POV) PARKING AREA
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WORK AREA
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NOTE: PAVEMENT MARKING WORK OCCURS OUTSIDE OF WORK AREA
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OFFICE TRAILER
L O
C K
H E
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C
J
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LOCKHEED C-130J-30
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C -1
J -3
BRADLEY
AIR
NATIONAL
GUARD
BASE
AS NOTED
DEC 2020
BUILDING 11
DEMOLITION AND SITE
RESTORATION
DEC 2020
DEC 2020
2 EXECUTIVE PARK DRIVE
BEDFORD, NH 03110
603.666.7181
CEKT192209
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AutoCAD SHX Text CB TYPE 'CL' T.F.=171.12 INV.=162.34 6"PVC W INV.=162.24 15"RCP E INV.=161.87 15"RCP NE INV.=161.87 15"RCP SW SUMP=161.67
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YD TYPE 'ROUND' T.F.=170.08 INV.=166.17 4"PVC SW INV.=166.22 15"RCP W
AutoCAD SHX Text STORM M.H. T.F.=171.07 INV.=166.97 8"PVC W INV.=166.92 6"PVC NW INV.=162.32 15"RCP SW INV.=162.25 15"RCP NE
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SAN. M.H. T.F.=170.79 TOP 8"FM=163.82 SUMP=160.86
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SAN. M.H. T.F.=170.58
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SAN. M.H. T.F.=171.04 INV.=164.00
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CB TYPE 'CL' T.F.=169.53 INV.=INACCESSABLE
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CB TYPE 'CL' T.F.=170.40 INV.=165.08 15"RCP S INV.=164.40 24"RCP N
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CB TYPE 'CL' T.F.=169.22 INV.=166.21 15"RCP S INV. 166.02 15"RCP N
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TRENCH DRAIN T.F.=170.84 INV.=169.64
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TRENCH DRAIN T.F.=170.61 INV.=168.91
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CB TYPE 'CL' T.F.=170.50 INV.=161.20 24"RCP SW INV.=161.05 24"RCP N
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SAN. M.H. T.F.=170.42 INV.=166.29 4"MP E INV.=166.08 4"MP SE INV.=166.04 6"MP W
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AutoCAD SHX Text APPROXIMATE LOCATION OF JET BLAST LIMIT FROM C130J AIRCRAFT TO #1C-130J-2-00GV-00-1 (TYP.)
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APPROXIMATE 200' BLAST DISTANCE (TYP.)
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C130J AIRCRAFT (TYP.)
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C130J AIRCRAFT 30' DEICING ENVELOPE
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30' WINGTIP CLEARANCE (TYP.)
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BIOENVIRONMENTAL
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FIRE CHIEF
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COMMUNICATIONS
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USING AGENCY
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SAFETY
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CONNECTICUT ANG 100 NICHOLSON ROAD EAST GRANBY, CT 06026-9309
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DATE
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JWG
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DANGER AREAS PLAN
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%%UDANGER AREAS PLAN
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SCALE: 1"=40'
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FOR PLANNING PURPOSES ONLY - NOT FOR CONSTRUCTION
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%%UTO 1C-130J-2-OOGV-00-1 FIGURE 7.1
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NOT TO SCALE
NOTES: 1. THIS PLAN INDICATES THE AIRCRAFT DANGER AREAS AFTER THE PROJECT IS CONSTRUCTED. THE THIS PLAN INDICATES THE AIRCRAFT DANGER AREAS AFTER THE PROJECT IS CONSTRUCTED. THE PLAN IS FOR PLANNING PURPOSES. 2. WING TIP CLEARANCE PER UFC 3-260-01 TABLE 6-1. FORMULA: C130H & J = 0.5 X 132.6' WING TIP CLEARANCE PER UFC 3-260-01 TABLE 6-1. FORMULA: C130H & J = 0.5 X 132.6' (WINGSPAN) + 30' = 93.6' (CENTERLINE TO FIXED OBJECT ON SECONDARY PERIPHERAL TAXILANE FOR AIRCRAFT WITH >110' WINGSPAN). WEST TAXILANE IS A SECONDARY PERIPHERAL TAXILANE.
NATIONAL
GUARD
BASE
AS NOTED
DEC 2020
BUILDING 11
DEMOLITION AND SITE
RESTORATION
DEC 2020
DEC 2020
2 EXECUTIVE PARK DRIVE
BEDFORD, NH 03110
603.666.7181
CEKT192209
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BLUE GROUND LIGHT
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EDGE OF CONCRETE
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GRASS
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EDGE OF PAVEMENT
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EDGE OF PAVEMENT
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PAVEMENT
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PAVEMENT
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3 STORAGE
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TRAILERS
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EXISTING BUILDING
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GRASS
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GRASS
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SITE OFFICE TRAILER
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EXISTING BUILDING 18
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EXISTING BUILDING 19
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EXISTING BUILDING
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EXISTING BUILDING 15
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EXISTING BUILDING
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BIT. PAVEMENT
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BIT. PAVEMENT
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EDGE OF CONCRETE
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EDGE OF CONCRETE
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CONC. WALK
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TRENCH DRAIN
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TRENCH DRAIN
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CONC. PAD
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CONC. PAD
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RAMP
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STEPS
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GRASSY AREA
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GRASSY AREA
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GRASSY AREA
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BITUMINOUS PAVEMENT
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DIRT AREA
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GRASSY AREA
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GRASSY AREA
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BITUMINOUS PAVEMENT
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YELLOW LINE
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WHITE LINE
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YELLOW LINE
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YELLOW LINE
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WHITE LINE
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YELLOW LINE
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DOUBLE YELLOW LINE
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RED LINE
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RED LINE
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RED LINE
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RED LINE
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WHITE LINE
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WHITE LINE
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DOUBLE YELLOW LINE
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HOOK (TYPICAL)
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WHITE LINE
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A/C UNITS
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A/C UNIT ON CONC. PAD
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RAMP
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DOOR 171.07
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DOOR 171.38
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DOOR 170.80
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BUILDING O.H.
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DOOR 170.01
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DOOR 170.86
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A/C UNIT
AutoCAD SHX Text CB TYPE 'CL' T.F.=171.12 INV.=162.34 6"PVC W INV.=162.24 15"RCP E INV.=161.87 15"RCP NE INV.=161.87 15"RCP SW SUMP=161.67
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YD TYPE 'ROUND' T.F.=170.08 INV.=166.17 4"PVC SW INV.=166.22 15"RCP W
AutoCAD SHX Text STORM M.H. T.F.=171.07 INV.=166.97 8"PVC W INV.=166.92 6"PVC NW INV.=162.32 15"RCP SW INV.=162.25 15"RCP NE
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SAN. M.H. T.F.=170.79 TOP 8"FM=163.82 SUMP=160.86
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SAN. M.H. T.F.=170.58
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SAN. M.H. T.F.=171.04 INV.=164.00
AutoCAD SHX Text DRAINAGE STRUCTURE T.F.=169.23 INV.=163.34 24"RCP S INV.=162.93 24"RCP N INV.=INACCESSABLE E&W
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24"RCP
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24"RCP
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CB TYPE 'CL' T.F.=169.53 INV.=INACCESSABLE
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CB TYPE 'CL' T.F.=170.40 INV.=165.08 15"RCP S INV.=164.40 24"RCP N
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CB TYPE 'CL' T.F.=169.22 INV.=166.21 15"RCP S INV. 166.02 15"RCP N
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CB TYPE 'CL' T.F.=169.19
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TRENCH DRAIN T.F.=170.84 INV.=169.64
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TRENCH DRAIN T.F.=170.61 INV.=168.91
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15"RCP
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24"RCP
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CB TYPE 'CL' T.F.=170.50 INV.=161.20 24"RCP SW INV.=161.05 24"RCP N
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24"RCP
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ELEC. MH T.F.=171.24
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TEL. MH T.F.=171.51
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15"RCP
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6"PVC
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GRASSY AREA
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HYDRANT
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HYDRANT
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EDGE OF CONCRETE
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CHAIN LINK FENCES
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OLD CONC. L.P. BASES
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ENTRY CONTROL POINT (PAINTED)
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POSSIBLE CONNECTION
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A/C UNIT
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TRANS PAD
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DOOR 170.80
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CONC PAD
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RAMP AND BUILDING O.H.
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RAMP
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RESTRICTED AREA (PAINTED)
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RESTRICTED AREA (PAINTED)
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RESTRICTED AREA (PAINTED)
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RESTRICTED AREA (PAINTED)
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RESTRICTED AREA (PAINTED)
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RESTRICTED AREA (PAINTED)
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RESTRICTED AREA (PAINTED)
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RESTRICTED AREA (PAINTED)
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RESTRICTED AREA (PAINTED)
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RESTRICTED AREA (PAINTED)
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RESTRICTED AREA (PAINTED)
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RESTRICTED AREA (PAINTED)
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SAN. M.H. T.F.=170.42 INV.=166.29 4"MP E INV.=166.08 4"MP SE INV.=166.04 6"MP W
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EXISTING BUILDING
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HMLP
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HMLP
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ELECTRICAL ROOM
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WV
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WV
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PROJECT BASELINE
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EXISTING 6" SANITARY SEWER
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ELECTRICAL FEED TO EXISTING TRANSFORMER
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EXISTING COMM. LINES
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EXISTING WATER LINE
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EXISTING BUILDING 10011 (TO BE DEMOLISHED)
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EXISTING UNDERGROUND HIGH MAST ELECTRICAL
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EXISTING WATER GATE VALVE (TYP.)
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EXISTING UNDERGROUND GAS LINE
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1 CONTROL POINT EL=171.56 N=900910.1877 E=1013500.4345
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2 CONTROL POINT EL=172.10 N=900900.5490 E=1013311.2882
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3 CONTROL POINT EL=171.78 N=900903.7042 E=1013155.5259
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4 MAG NAIL EL=171.21 N=901114.5025 E=1013051.1173
AutoCAD SHX Text 10015
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BORING LOCATION (TYP.)
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PROJECT TITLE
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SHEET TITLE
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DESIGNED
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DRAWN
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CHECKED
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SCALE
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SHT
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OF
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REV
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DATE
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DESCRIPTION
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INIT
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REVISIONS
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BIOENVIRONMENTAL
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FIRE CHIEF
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COMMUNICATIONS
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USING AGENCY
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SAFETY
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CHIEF ENGINEER
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BASE CIVIL ENGINEER
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AIR COMMANDER
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COORDINATION
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CONNECTICUT ANG 100 NICHOLSON ROAD EAST GRANBY, CT 06026-9309
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DATE
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%%UEXISTING CONDITIONS AND SURVEY CONTROL PLAN
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SCALE: 1"=40'
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AutoCAD SHX Text 40'
AutoCAD SHX Text 24.384m
AutoCAD SHX Text 0.000m
AutoCAD SHX Text 12.192m
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JWG
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MTY
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JWG
AutoCAD SHX Text G-004
AutoCAD SHX Text SURVEY NOTES 1. THIS SURVEY HAS BEEN PREPARED BY FREEMAN THIS SURVEY HAS BEEN PREPARED BY FREEMAN COMPANIES, LLC. IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-300b-1 THRU 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. 2. THE TYPE OF SURVEY IS A BOUNDARY AND TOPOGRAPHIC THE TYPE OF SURVEY IS A BOUNDARY AND TOPOGRAPHIC SURVEY. IT IS DEPENDENT IN NATURE AND BASED UPON MAP REFERENCE NUMBER FOUR. 3. THE SURVEY ACCURACY CONFORMS TO HORIZONTAL CLASS THE SURVEY ACCURACY CONFORMS TO HORIZONTAL CLASS "A-2", TOPOGRAPHIC ACCURACY CLASS T-2. THE HORIZONTAL DATUM IS N.A.D. 1983. THE VERTICAL DATUM IS N.A.V.D. 1988. 4. THE UNDERGROUND FEATURES DEPICTED HEREON ARE THE UNDERGROUND FEATURES DEPICTED HEREON ARE THE RESULT OF COMPILATION OF EXISTING MAPPING AND LOCATION OF UTILITY PAINT. ACTUAL LOCATION OF UNDERGROUND UTILITIES IS TO BE CONSIDERED TO BE APPROXIMATE AT BEST. OTHER UTILITIES MAY EXIST WHICH FREEMAN COMPANIES ARE UNAWARE OF. VERIFY INFORMATION IN THE FIELD. BEFORE ANY DIGGING OR SITE EXCAVATION CALL " CALL BEFORE YOU DIG" 1-800-922-4455. ADDITIONAL COORDINATION WITH C.O.R. REQUIRED BEFORE DIGGING.
AutoCAD SHX Text VERIFY EXISTING CONDITIONS NOTE: 1. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO COMMENCING WITH ANY FABRICATION, ORDERING OF MATERIAL, OR PERFORMING WORK. THE CONTRACTOR SHALL NOTIFY THE C.O.R. IMMEDIATELY OF ANY CONDITIONS OR DIMENSIONS THAT WOULD HAMPER THE PERFORMANCE OF THE WORK, IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS.
EXISTING CONDITIONS AND SURVEY CONTROL PLAN
NATIONAL
GUARD
BASE
AS NOTED
SEP 2020
BUILDING 11
DEMOLITION AND SITE
RESTORATION
SEP 2020
SEP 2020
2 EXECUTIVE PARK DRIVE
BEDFORD, NH 03110
603.666.7181
CEKT192209
AutoCAD SHX Text PROJECT No.
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PROJECT TITLE
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SHEET TITLE
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DESIGNED
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DRAWN
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CHECKED
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SCALE
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SHT
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OF
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REV
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DATE
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DESCRIPTION
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INIT
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REVISIONS
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BIOENVIRONMENTAL
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FIRE CHIEF
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COMMUNICATIONS
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USING AGENCY
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SAFETY
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CHIEF ENGINEER
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BASE CIVIL ENGINEER
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AIR COMMANDER
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COORDINATION
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CONNECTICUT ANG 100 NICHOLSON ROAD EAST GRANBY, CT 06026-9309
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DATE
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JWG
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MTY
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JWG
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BORING LOGS
AutoCAD SHX Text G-005
SOIL BORING LOGS
NATIONAL
GUARD
BASE
AS NOTED
DEC 2020
BUILDING 11
DEMOLITION AND SITE
RESTORATION
DEC 2020
DEC 2020
2 EXECUTIVE PARK DRIVE
BEDFORD, NH 03110
603.666.7181
CEKT192209
C-100 C-100
CONSTRUCTION BARRICADE DETAIL
C-100 C-100
TRAFFIC SAFETY CONE DETAIL
C-100 C-100
TAXIWAY CLOSURE SIGN DETAIL
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EDGE OF CONCRETE
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GRASS
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EDGE OF PAVEMENT
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PAVEMENT
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EXISTING BUILDING
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EXISTING BUILDING 18
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EXISTING BUILDING 19
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EXISTING BUILDING
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EXISTING BUILDING 15
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EXISTING BUILDING
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BIT. PAVEMENT
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BIT. PAVEMENT
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EDGE OF CONCRETE
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EDGE OF CONCRETE
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CONC. WALK
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TRENCH DRAIN
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TRENCH DRAIN
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CONC. PAD
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CONC. PAD
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RAMP
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STEPS
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GRASSY AREA
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GRASSY AREA
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GRASSY AREA
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BITUMINOUS PAVEMENT
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DIRT AREA
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GRASSY AREA
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GRASSY AREA
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YELLOW LINE
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WHITE LINE
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YELLOW LINE
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YELLOW LINE
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WHITE LINE
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YELLOW LINE
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DOUBLE YELLOW LINE
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RED LINE
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RED LINE
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RED LINE
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RED LINE
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WHITE LINE
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WHITE LINE
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DOUBLE YELLOW LINE
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HOOK (TYPICAL)
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WHITE LINE
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A/C UNITS
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A/C UNIT ON CONC. PAD
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RAMP
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DOOR 171.07
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DOOR 171.38
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DOOR 170.80
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BUILDING O.H.
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DOOR 170.01
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DOOR 170.86
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A/C UNIT
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GRASSY AREA
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HYDRANT
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HYDRANT
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EDGE OF CONCRETE
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CHAIN LINK FENCES
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OLD CONC. L.P. BASES
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ENTRY CONTROL POINT (PAINTED)
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POSSIBLE CONNECTION
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A/C UNIT
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TRANS PAD
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DOOR 170.80
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CONC PAD
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RAMP AND BUILDING O.H.
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RAMP
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RESTRICTED AREA (PAINTED)
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RESTRICTED AREA (PAINTED)
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RESTRICTED AREA (PAINTED)
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