H.01.04 Plans&Drawings_NOAA Wallops Road Repairs.pdf

PDF 12 MB Posted Jul 30, 2020

Attached to: NOAA Wallops Road Repair (Abstract of Offerors) Federal contract opportunity
Solicitation number: W9123620B5027
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal solicitation for road repair services. The U.S. Army Corps of Engineers is seeking qualified firms to conduct repairs on roads at the NOAA Wallops facility under solicitation number W9123620B5027. Interested offerors should review the attached plans and drawings file for more information on the scope of work, which includes repairs to road surfaces, shoulders, drainage features and other infrastructure. Proposals are due by July 30th, 2020. The selected contractor will be awarded a firm fixed-price contract to complete the repairs by the end of 2020. This represents an opportunity for highway construction and maintenance firms to provide services to the Department of the Army Corps of Engineers and NOAA located in Wallops Island, Virginia.

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Other files for this federal contract opportunity

Other files attached to NOAA Wallops Road Repair (Abstract of Offerors), newest first.
File	Type	Posted
B.01.02 ABSTRACT OF OFFERS, W9123620B5027 NOAA Wallops Road Repair.pdf	PDF	Sep 1, 2020
A.02.01 Amendment 0001 Solicitation W9123620B5027 NOAA Wallops Road Rep.._.pdf	PDF	Aug 24, 2020
H.01.03 Specifications_NOAA Wallops Road Repair.pdf	PDF	Jul 30, 2020
A.02.01 NOAA Wallops Road Repair Solicitation W9123620B5027.pdf	PDF	Jul 30, 2020

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WALLOPS COMMAND & DATA ACQUISITION STATION

PAVEMENT REHABILITATION

WALLOPS ISLAND, VIRGINIA

RT. 13

TO U.S.

LITTLE MOSQUITO CREEK

PROJECT LOCATION

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Norfolk District

US Army Corps of Engineers

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EXISTING STORM INLET

EXISTING STORM MH

EXISTING END SECTION

EXISTING SANITARY MH

EXISTING CLEAN OUT

EXISTING LIGHT POLE

EXISTING HYDRANT

EXISTING WETLAND

EXISTING UNDERGROUND TELEPHONE

EXISTING GAS LINE

EXISTING STORM DRAIN

EXISTING WATER

EXISTING SANITARY SEWER

EXISTING FENCE

EXISTING FORCE MAIN

EXISTING UNDERGROUND ELECTRIC

EXISTING SIGN

EXISTING ELECTRIC MH

EXISTING TELEPHONE MH

EXISTING ELECTRIC BOX

LEGEND & ABBREVIATIONS

EXISTING TELEPHONE PEDESTAL

EXISTING EXIST

EXISTING TREES/VEGETATION

EXISTING ELECTRIC

EXISTING FENCE LINE

EXISTING FEATURES

ABBREVIATIONS

BUILDINGBLDG

NOT TO SCALENTS

THICKENED EDGE JOINTTEJ

RADIUSR

MINIMUMMIN

ANT ANTENNA

NEW WORK

DEMOLITION

NEW CONCRETE PAVEMENT

NEW ASPHALT PAVEMENT

NEW OVERLAY

VIRGINIA DEPT. OF TRANSPORTATIONVDOT

TYPICALTYP

SHEET INDEX - PHASES 1 & 2

SHEET NO DESCRIPTION

CS100

V-101

V-100

G-001

CD100

COVER SHEET, LEGEND & ABBREVIATIONS

OVERALL SITE PLAN EXISTING CONDITIONS

PHASE 1 - DEMOLITION PLAN

PHASE 1 - SITE WORK LAYOUT PLAN

CG100 PHASE 1 - PAVING PLAN , EROSION &

PAVEMENT DETAILSCS500

CS501 PAVEMENT DETAILS

PHASES 1 & 2

CS502

MISCELLANEOUS DETAILSCS503

C-001 CONSTRUCTION NOTES

VERIFY IN FIELDV.I.F.

MISCELLANEOUS DETAILS

ACCESS ROAD

TO SITE

NOAA COMMAND

BUILDING

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CHIEF, ENGINEERING & CONSTRUCTION DIVISION

APPROVED

CHIEF, ENGINEERING BRANCH

APPROVED

ENGINEERING BRANCH DESIGN LEAD

RECOMMENDED

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDICATED ON

INDEX OF DRAWINGS.

PHASE ONE SCOPE OF WORK:

J INSTALL AN ACCESS RAMP AT THE UTILITY BUILDING "GYM" ENTRANCE.

PHASE TWO SCOPE OF WORK:

Q REMOVE THE EXISTING BITUMINOUS PAVEMENT AND THE MAGNETIC DETECTION LOOP

ON THE INCOMING SIDE OF THE GATE ROAD AND MORE SPECIFICALLY ADJACENT TO

THE GUARDHOUSE AND INSTALL NEW MAGNETIC DETECTION LOOP AND NEW PAVEMENT

SECTION.

R REMOVE THE EXISTING MAGNETIC DETECTOR LOOP AND INSTALL NEW MAGNETIC

DETECTOR LOOP AS PART OF THE MILL/OVERLAY PROCESS LOCATED ON THE OUTGOING

SIDE OF THE GATE ROAD AND MORE SPECIFICALLY ADJACENT TO THE GUARDHOUSE.

T REMOVE APPROXIMATELY 12 SY OF CONCRETE AT THE ENTRANCE OF THE VISITORS'

PARKING LOT AND REPLACE WITH APPROPRIATE ASPHALT PAVEMENT SECTION.

U ADD A DROP OFF AREA THAT WILL HAVE A CAPACITY OF TWO PARKING SPACES AT THE FRONT

ENTRANCE OF THE OPERATIONS BUILDING. WORK WILL REQUIRE DEMOLISHING A SMALL

PORTION OF CONCRETE SIDEWALK TO FACILITATE THE NEW ASPHALT PAVEMENT AREA.

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REF001

CD200 PHASE 2 - DEMOLITION PLAN

CS200 PHASE 2 - OVERALL SITE WORK LAYOUT PLAN

CS201 PHASE 2 - SITE WORK LAYOUT PLAN

CS202 PHASE 2 - SITE WORK LAYOUT PLAN

CS504

PAVEMENT DETAILSCS505

EROSION AND SEDIMENT CONTROL DETAILS

SEDIMENT CONTROL PLAN

P ADD A 60 FOOT TURNING RADIUS NEAR THE SOUTHWEST CORNER OF THE OPERATIONS

AND BUILDING ADDITION.

VICINITY PLAN

NOT TO SCALE

LOCATION PLAN

NOT TO SCALE

2" F/M

EXISTING GROUND

GRND

EXISTING OVERHEAD POWER

F FULL DEPTH ASPHALT REPLACEMENT BOUNDED BY THE SOUTHERN AND EASTERN

SIDE OF THE MAINTENANCE BUILDING, EXTENDING TO A POINT ALONG THE SOUTH

SIDE OF THE CONCRETE DRIVE NEAR THE SOUTHEAST CORNER OF THE

MAINTENANCE BUILDING AND THE NORTH SIDE OF THE EQUIPMENT STORAGE

BUILDING.

I REMOVE AND REPLACE THE CONCRETE ACCESS DRIVE BETWEEN THE

MAINTENANCE BUILDING AND THE TRENCH DRAIN AT THE REAR OF THE

OPERATIONS BUILDING PARKING LOT. REMOVE AND REPLACE 2"Ø WATER

LINE FROM UTILITY BLDG. TO MAINTENANCE BLDG.

L INSTALL A LEVEL PAD FOR THE PURPOSE OF LOADING/UNLOADING ACTIVITIES

ACTIVITIES AT THE LOADING DOCK AT THE REAR OF THE OPERATIONS BUILDING BY

MEANS OF FULL DEPTH ASPHALT REPLACEMENT .

S PROVIDE A FILLET WITH FULL DEPTH ASPHALT TO IMPROVE VEHICLE CIRCULATION.

V MILL AND OVERLAY AN AREA IN THE PARKING LOT AT THE REAR OF THE

OPERATIONS BUILDING. RE-STRIPE AND PROVIDE A HANDICAP SIGN.

G ACCESS ROAD AND TURNAROUND FROM ROUTE 175 UP TO THE GUARD HOUSE

PAVEMENT REHABILITATION SHALL CONSIST OF PATCHING, CRACK REPAIR, AND

CLEANING FOLLOWED BY SEAL COATING.

C ACCESS ROAD FROM GUARD SHACK AND INCLUDING THE V-FORK AND FRONT OF

OPERATIONS BUILDING TO THE SOUTHEAST CORNER. PAVEMENT REHABILITATION

SHALL CONSIST OF PATCHING, CRACK REPAIR, AND CLEANING FOLLWED BY

SEAL COATING.

CG202 PHASE 2 - EROSION & SEDIMENT CONTROL PLAN

CRACK REPAIR FOLLOWED BY

SEAL COATING

EXISTING UTILITY OVERALL SITE PLAN

(FOR REFERENCE PURPOSES ONLY)

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NOAA WALLOPS

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CDA STATION

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MD.

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VA.

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WALLOPS

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MILL

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POND

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MOSQUITO CREEK

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PROJECT LOCATION

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CORPS OF ENGINEERS

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NORFOLK, VIRGINIA

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NORFOLK DISTRICT

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XXXXXXXX-

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NORFOLK DISTRICT FILE NO.

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SPECIFICATION NO.

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DRAWN:

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PROJECT NO.

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DRAWING NO.

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DESIGNED:

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XXX-XX-XX

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CHECKED:

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SUBMITTED:

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AS SHOWN

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DATE:

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DESCRIPTION

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APP.

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SHEET REFERENCE NUMBER

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SAB

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GAP

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6-APR-20

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APRIL 6, 2020

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C-001

Norfolk District

US Army Corps of Engineers

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1. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM

MUD, DIRT, DEBRIS, ETC. THE STORM DRAINAGE SYSTEM UNTIL

FINAL ACCEPTANCE OF THE PROJECT.

PAVING AND GRADING NOTES:

1. ALL NECESSARY FILL AND EMBANKMENT THAT IS PLACED

DURING CONSTRUCTION SHALL CONSIST OF MATERIAL

SPECIFIED BY THE CONTRACTOR'S QUALITY CONTROL

TESTING LABORATORY AND BE PLACED AND COMPACTED

ACCORDING TO THE SPECIFICATIONS SECTION 31-00-00.

2. CONTRACTOR SHALL SAW CUT EXISTING PAVEMENT AT

LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING

PAVEMENT.

3. CONTRACTOR TO PROVIDE A 3/4" BITUMINOUS EXPANSION

JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE

AND OTHER MATERIALS (STRUCTURES, OTHER PLACED

CONCRETE, ETC.)

4. ALL MATERIALS AND METHODS OF CONSTRUCTION FOR

PAVEMENT RELATED ITEMS SHALL BE IN ACCORDANCE WITH

THE VIRGINIA DEPARTMENT OF TRANSPORTATION "ROAD AND

BRIDGE" SPECIFICATIONS, LATEST EDITION.

EROSION CONTROL NOTES:

1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING

UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN

ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE

TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR

SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS

OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER

FEATURES, AFFECTING THIS WORK, PRIOR TO CONSTRUCTION.

2. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN

AREAS OF BURIED UTILITIES AND SHALL CALL "NOAA" AT

757-824-7346, AT LEAST 15 DAYS PRIOR TO CONSTRUCTION, TO

ARRANGE FOR FIELD LOCATIONS OF BURIED UTILITIES.

3. PRIOR TO THE INITIATION OF SITE CONSTRUCTION, THE

CONTRACTOR SHALL VERIFY AND LOCATE THE UNDER GROUND

UTILITIES SHOWN ON THE SITE PLANS WITHIN THE

CONSTRUCTION LIMITS, TO PREVENT THEIR DAMAGE DURING

CONSTRUCTION, AND SHALL PROVIDE ALL FIELD LOCATES AND

SURVEYING INFORMATION AS TO HORIZONTAL AND VERTICAL

LOCATIONS AS NECESSARY.

4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY

DAMAGE TO EXISTING FACILITIES, AS SHOWN ON DRAWINGS AND

THROUGH REQUIRED INVESTIGATION, ABOVE OR BELOW

GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK

PERFORMED, BY THE CONTRACTOR OR SUBCONTRACTORS, AS

CALLED FOR IN THESE CONTRACT DOCUMENTS.

5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR

WITH THE PERMIT INSPECTION AND CERTIFICATION

REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL

AGENCIES AND THE CONTRACTING OFFICER’S

REPRESENTATIVE. THE CONTRACTOR SHALL OBTAIN ALL

NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE

INSPECTIONS ACCORDING TO AGENCY

INSTRUCTIONS/REQUIREMENTS.

6. CONTRACTOR TO COORDINATE WITH THE STATION P.O.C.

(GREGG FROSTROM @ 757-824-7346) REGARDING ANY

NECESSARY RELOCATION(S) OF UNDERGROUND AND/OR

OVERHEAD ELECTRIC FACILITIES, AND FOR THE LOCATION AND

INSTALLATION.

7. SAFETY: (REFER TO CORPS OF ENGINEERS SAFETY AND HEALTH

REQUIREMENTS MANUAL EM 3851-1)

A. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF

THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE

ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE

SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF

NOAA PERSONNEL AND HIS/HER PERSONNEL.

B. LABOR SAFETY REGULATIONS SHALL CONFORM WITH

LOCAL, STATE, FEDERAL AND FACILITY REQUIREMENTS.

SCHEDULE REQUIREMENTS, WEEKLY MEETINGS, COST

REPORTS, ETC. SHALL BE DISCUSSED AT THE

PRE-CONSTRUCTION MEETING.

C. THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"

SHALL BE FOLLOWED IN THE DESIGN, APPLICATION,

INSTALLATION, MAINTENANCE AND REMOVAL OF ALL

TRAFFIC CONTROL DEVICES, WARNING DEVICES AND

BARRIERS NECESSARY TO PROTECT THE PUBLIC AND

CONSTRUCTION PERSONNEL FROM HAZARDS WITHIN THE

PROJECT LIMITS.

D. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL

CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY

THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL

HIGHWAY ADMINISTRATION.

E. IT SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE

SAFETY REGULATIONS. THE ABOVE INFORMATION HAS

BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION.

8. THE CONTRACTOR SHALL COORDINATE WITH THE WCDAS

FACILITY PERSONNEL PRIOR TO COMMENCING ANY ACTIVITY

WHICH MAY IMPACT THE FACILITY'S DAY TO DAY OPERATIONS.

THE FACILITY MUST REMAIN FULLY OPERATIONAL 24 HOURS A

DAY, 7 DAYS A WEEK.

TESTING & INSPECTION REQUIREMENTS

(PAVING/GRADING)

GENERAL NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING

APPLICABLE TESTING WITH HIS LICENSED GEOTECHNICAL

ENGINEER. TESTS WILL BE REQUIRED BY A CORPS OF

ENGINEERS APPROVED TESTING LABORATORY PURSUANT

WITH SITE SPECIFIC GEOTECHNICAL REPORT FOR THE SITE,

AS WELL AS THE TESTING SCHEDULE REQUIRED BY THE

CONTRACTING OFFICER. UPON COMPLETION OF WORK,

THE GEOTECHNICAL ENGINEER WILL SUBMIT

CERTIFICATIONS TO THE CONTRACTING REPRESENTATIVE

STATING THAT ALL REQUIREMENTS BY THE CONTRACTING

OFFICER HAVE BEEN MET.

2. AN APPROVED TESTING LABORATORY SHALL PERFORM ALL

TESTING NECESSARY TO ASSURE COMPLIANCE OF THE

IN-PLACE MATERIALS AS REQUIRED BY THESE PLANS AND THE

VARIOUS AGENCIES. SHOULD ANY RETESTING BE REQUIRED

DUE TO THE FAILURE OF ANY TESTS TO MEET THE

REQUIREMENTS, THE CONTRACTOR WILL BEAR ALL COSTS OF

SAID RETESTING.

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1. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL

SHALL BE DISPOSED OF OFF-SITE, BY THE CONTRACTOR, IN

IN ACCORDANCE WITH THE CONTRACTING OFFICER.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER

INSTALLATION OF THE EROSION CONTROL DEVICES, AS SHOWN

ON THE CONSTRUCTION PLANS, PRIOR TO ANY SITE CLEARING.

REFER TO THE "EROSION CONTROL NOTES" SECTION CONTAINED

HEREIN FOR ADDITIONAL REQUIREMENTS.

3. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE

PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION.

ALL DISTURBED AREAS MUST BE SEEDED AND MULCHED, OR

PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL,

IMMEDIATELY FOLLOWING CONSTRUCTION.

1. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES,

THE CONTRACTOR SHALL SUBMIT DOCUMENTATION

PROVIDING PROOF OF LIABILITY INSURANCE AND CAREFULLY

INSPECT THE WORK AREAS FOR EXISTING SITE FEATURES

(UTILITIES AND IN-PLACE UTILITY LINES, UTILITY TRENCHES,

POLES, CABLES, ANTENNA SUPPORT STRUCTURES, UTILITY

LINE SUPPORT STRUCTURES, GUY WIRES, PAVEMENT

MARKINGS, ETC.) AND SHALL FAMILIARIZE HIS WORK STAFF

OF ANY POTENTIAL DANGEROUS OR CLOSE SEPARATIONS

BETWEEN EXISTING SITE FEATURES AND APPURTENANCES.

THE CONTRACTOR SHALL CAREFULLY VIDEO RECORD OR

PREPARE A COLOR PHOTO COLLECTION OF ROADWAYS,

PARKING LOTS AND ANTENNA PADS TO BE REHABILITATED

BY REPAIRS DESCRIBED IN THIS SCOPE OF WORK.

2. CONTRACTOR SHALL COORDINATE WITH WCDA STATION POC

(GREGG FROSTROM, 757-824-7346) FOR UTILIZATION OF THE

WALLOPS ISLAND FLIGHT FACILITY'S ON SITE UTILITY FINDING

SERVICE TO DESIGNATE ALL UNDERGROUND UTILITIES WITHIN

AND IN CLOSE PROXIMITY TO THE CONTRACT WORK AREAS

WHEN EXCAVATION IS REQUIRED.

5. FREQUENCY AUTHORIZATION: THE CONTRACTOR MUST OBTAIN

AUTHORIZATION FOR RADIO FREQUENCIES BEFORE OPERATING

AN ELECTROMAGNETIC RADIATING DEVICE AT THE PROJECT

LOCATION . PROVIDE THE TECHNICAL OPERATING

CHARACTERISTICS OF THE DEVICE TO THE FACILITIES SUPERIOR.

6. PAVEMENT REPAIR AND REHABILITATION WORK IS LOCATED

WITHIN THE BOUNDARY OF WALLOPS STATION AND IS

SUBJECT TO WALLOPS STATION SAFETY REGULATIONS.

WORK WILL REQUIRE CAREFULL PLANNING AND

COORDINATING WITH WALLOPS STATION ENGINEERING

STAFF IN ORDER THAT THE WORK MAY BE ACCOMPLISHED

IN A SAFE AND LEAST DISTRUPTIVE (TO DAILY OPERATIONS)

MANNER . THE CONTRACTOR SHALL PREPARE A PHASING

PLAN FOR ACCOMPLISHING THE REQUIRED WORK. THE

PHASING PLAN SHALL BE PROVIDED TO THE COR AND THE

FACILITY MANAGER FOR REVIEW, MODIFICATION (IF

REQUIRED) AND APPROVAL PRIOR TO THE COMMENCEMENT

OF THE WORK

8. DEPENDING ON STATION ACTIVITIES THE CONTRACTOR MAY

BE ALLOWED TO WORK ON WEEKENDS DURING NORMAL DAY

WORK HOURS (0800 -1700).

9. DISTRESSED AREAS EXHIBITING A FAILURE OF THE BASE

MATERIAL SHALL HAVE THE PAVEMENT SECTION REMOVED

TO THE SUBGRADE. THE DEFICIENT SUBGRADE SHALL BE

REPLACED WITH SUITABLE FILL MATERIAL AND COMPACTED

PRIOR TO THE PLACEMENT OF THE NEW BASE COURSE LAYER

AND THE NEW INTERMEDIATE (BOUND BASE) LAYER PRIOR TO

THE PLACEMENT OF THE OVERLAY (BITUMINOUS WEARING

COURSE) LAYER.

10. CONTRACTOR SHALL ROUT (ENLARGE) AND CLEAN (WITH

COMPRESSED AIR) SIGNIFICANT PAVEMENT CRACKS AND

SHALL FILL CRACKS WITH APPROVED SEALANT MATERIALS

(FIBERIZED ASHPHALTS, POLYMER AND RUBBER MODIFIED

SYSTEMS, NON-SHRINK GROUTS) FOR BITUMINOUS

PAVEMENT REPAIRS. SEALANT MATERIAL USED SHALL BE

ON THE COMMONWEALTH OF VIRGINIA'S DEPARTMENT OF

TRANSPORTATIONS LIST OF APPROVED MATERIALS.

11. FOR ROADS THAT ARE TO RECEIVE A PAVEMENT OVERLAY

LAYER, THE CONTRACTOR SHALL MILL THE EXISTING

PAVEMENT TO A DEPTH OF 2 INCHES. ANY CRACKS IN EXCESS

OF 2 INCHES SHALL BE FILLED WITH A SEALER. AFTER THE

CRACKS ARE FILLED, EACH SIDE OF THE CRACK SHALL BE

SPRAYED (MINIMUM WIDTH OF 6 INCHES FROM THE CRACK)

WITH A BITUMINOUS TACK COAT MATERIAL. UPON APPLYING

THE BITUMINOUS TACK COAT AN APPLICATION OF A 12 INCH

WIDE SCRIM MATERIAL OR A PAVING FABRIC MANUFACTURED

FOR A PAVEMENT REINFORCEMENT) SHALL BE APPLIED SUCH

THAT IT SPANS AND RE-INFORCES THE SEALED CRACK.

12. ROADS DESIGNATED FOR REHABILITATION BY THE APPLICATION

OF AN ASPHALT SLURRY SEAL SHALL BE ACCOMPLISHED IN THE

MANNER SPECIFIED IN THE ATTACHED SPECIFICATIONS.

MATERIALS AND PROCEDURES FOR APPLICATION OF THE

BITUMINOUS SLURRY SEAL SHALL BE IN GENERAL ACCORDANCE

WITH THE VDOT REQUIREMENTS AND THE LATEST ISSUE OF

ROAD AND BRIDGE SPECIFICATIONS (2016).

13. CONTRACTOR SHALL STRIPE THE NEWLY OVERLAID

PAVEMENTS BY PAINTING WITH EITHER A SOLVENT OR LATEX

BASED PAINTS THAT ARE COMMERCIALLY MANUFACTURED

AND ARE APPROVED FOR USE BY THE VIRGINIA DEPARTMENT

OF TRANSPORTATION (VDOT) PROJECTS. THE CONTRACTOR

SHALL VIDEO RECORD AND PHYSICALLY MEASURE EXISTING

STRIPING FOR POST PAVEMENT REHABILITATION TRAFFIC

CONTROL STRIPING. STRIPING SHALL REPLICATE EXISTING

(WITH EXECEPTION NOTED BELOW) BEFORE OVERLAY AND

SEAL COAT APPLICATION. EXISTING STRIPING REMOVED OR

OBLITERATED BY THE CONTRACTOR DURING THE PAVEMENT

REHABILITATION SHALL BE REPLACED WITH NEW STRIPING.

PAINTING/STRIPING INCLUDES TRAFFIC AND PARKING

CONTROL SIGNAGE THAT WAS OBSCURED BY THE PLACEMENT

OF THE NEW BITUMINOUS OVERLAY LAYER OF PAVEMENT (e.g.

PAVEMENT EDGE LINES, CENTERLINES, STOP LINES, TURN

ARROWS, CAUTION, ETC).

14. ANY DAMAGE TO EXISTING SITE FEATURES INCLUDING BUT

NOT LIMITED TO DRAINAGE STRUCTURES, MANHOLES,

SIDEWALKS OR CURBS, POWER POLES, LIGHTING STANDARDS

CABLE AND SIGNAL WIRES, UTILITY TRENCHES AND JUNCTION

BOXES BY THE CONTRACTOR DURING THE REQUIRED

PAVEMENT OPERATIONS SHALL BE REPAIRED BY THE

CONTRACTOR AT HIS COST. CONTRACTOR SHALL VIDEO

RECORD EXISTING SITE FEATURES THAT MAY BE IMPACTED BY

MILLING AND PAVEMENT OPERATIONS PRIOR TO NEW

CONSTRUCTION ACTIVITIES.

15. ALL WORK EFFORT BY THE CONTRACTOR SHALL COMPLY

WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS FOR

PROJECTS LOCATED IN A SENSITIVE MARINE (WATERWAY)

ENVIRONMENT. ALL LAND DISTURBANCE ACTIVITIES SHALL BE

ACCOMPLISHED UTILIZING THE RECOMMENDED PRACTICES OF

THE VIRGINIA DEPARTMENT OF CONSERVATION AND

RECREATION DIVISION OF SOIL AND WATER CONSERVATION,

VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK

(LATEST EDITION). FUELS STORED ON SITE DURING THE

PAVEMENT REHABILITATION PROJECT SHALL BE IN

CONTAINERS/ TANKS WHICH WILL CONTAIN SPILLS DUE TO

RUPTURE OF PRIMARY CONTAINER. CONTRACTOR SHALL

HAVE ON HAND SUFFICIENT SPILL CONTROL AND CLEAN UP

MATERIALS FOR ANY INADVERTENT SPILLS OR ACCIDENTS.

CONTRACTOR TO SUBMIT ALL MSDS SHEETS TO COR AND

STATION MANAGER 20 DAYS IN ADVANCE OF COMMENCEMENT

OF WORK EFFORTS.

17. WEATHER LIMITATIONS SHALL GOVERN THE PERMISSABLE

TIME OF PLACEMENT OF BITUMINOUS OVERLAY LAYER. DO

NOT PLACE BITUMINOUS MIXTURE UPON A WET SURFACE OR

WHEN THE SURFACE TEMPERATURE OF THE UNDERLYING

COURSE IS 40 DEGREES FARENHIET OR LOWER OR WHEN

WEATHER CONDITIONS OTHERWISE PREVENT THE PROPER

HANDLING, COMPACTING AND FINISHING OF BITUMINOUS

MIXTURE. HANDLING AND PLACEMENT OF OVERLAY LAYER

SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE

SPECIFICATIONS SECTIONS 211 AND 315.

18. REMOVE ALL DEMOLITION DEBRIS INCLUDING BUT NOT

LIMITED TO, SOIL BERM REMOVAL, ORGANIC MATTER, AND

VEGETATIVE MATTER GROWING IN JOINTS OF PAVEMENTS,

PAVEMENTS, PAVEMENT MILLINGS, BASE MATERIALS,

PAVEMENT DELINEATORS, STRIPING, ETC. TO A COMMERCIAL

DISPOSAL LANDFILL AREA. DURING THE TERM OF

CONSTRUCTION, THE WORK AREA SHALL BE KEPT AND

MAINTAINED IN A NEAT APPEARANCE.

19. NOAA AND THE CONTRACTING OFFICERS REPRESENTATIVE

HAVE DESIGNATED THE CONTRACTOR'S STORAGE AREA FOR

MATERIALS AND EQUIPMENT. SEE V-100.

20. TOTAL DISTURBED AREA FOR PHASES 1 AND 2 = 9,957 SF.

THESE PLANS ARE IN COMPLIANCE WITH THE REQUIREMENTS

OF SECTION 438 OF THE ENERGY INDEPENDENCE AND

SECURITY ACT (EISA 438).

16. ALL PAVEMENT PREPATORY AND REPAIR, REHABILITATION

WORK MATERIALS AND EFFORTS SHALL BE ACCOMPLISHED IN

ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF

TRANSPORTATION, ROAD AND BRIDGE SPECIFICATIONS (2016

EDITION).

CONSTRUCTION NOTES CLEARING & SITE PREPARATION NOTES

TESTING & INSPECTION

REQUIREMENTS (DRAINAGE)

1. CONTRACTOR IS TO PROVIDE EROSION CONTROL/

SEDIMENTATION BARRIERS (HAY BALES OR SILT FENCE) TO

PREVENT SILTATION OF ADJACENT PROPERTY, STREETS,

STORM SEWERS AND WATERWAYS AS SHOWN ON THE

DRAWINGS. IN ADDITION, CONTRACTOR SHALL PLACE A

CONSTRUCTION ENTRANCE WHERE CONSTRUCTION RELATED

TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE

CONTRACTING OFFICER’S REPRESENTATIVE AND/OR LOCAL

AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE

TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY

VEHICULAR TRAFFIC, THE CONTRACTORS IS TO REMOVE SAID

EARTH.

2. ALL SOIL EROSION APPLICATIONS SHALL ADHERE TO VIRGINIA

EROSION AND SEDIMENTATION CONTROL HANDBOOK, LATEST

EDITION.

3. IF WIND EROSION BECOMES SIGNIFICANT DURING

CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE

AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER

ACCEPTABLE METHODS.

4. CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION/

SEDIMENTATION CONTROL FACILITIES ON A DAILY BASIS AND

AFTER EACH SIGNIFICANT RAINFALL EVENT.

5. THE CONTRACTOR SHALL ENSURE THAT SILTATION

ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR

ONE-THIRD THE DEPTH OF THE SILTATION CONTROL BARRIER

SHALL BE IMMEDIATELY REMOVED AND PLACED IN UPLAND AREAS.

6. WASTE, SOILS AND DEBRIS REMOVED FROM THE SITE SHALL BE

TRANSFERRED TO A APPROVED DISPOSAL FACILITY TO BE

DETERMINED.

21. NO SEDIMENT SHALL BE TRACKED OFF-SITE BY CONSTRUCTION

VEHICLES.

3. PERSONNEL ACCESS TO PROJECT LOCATION: MINIMUM

ONE BUSINESS DAY ADVANCE NOTICE AND A WRITTEN

REQUEST ARE REQUIRED FOR VISITOR ACCESS TO THE

WCDAS. SUBMIT REQUEST TO THE FACILITIES

SUPERVISOR. EACH REQUEST MUST INCLUDED THE

FIRST, MIDDLE, AND LAST NAME OF THE VISITOR(S), THE

VISITOR'S EMPLOYER, AND THE VISITOR'S CITIZENSHIP.

VISITOR NAMES, IF APPROVED BY THE FACILITIES

SUPERVISOR, SHALL BE PLACED ON THE VISITORS LIST

FOR THE PERIOD OF TIME REQUIRED TO PERFORM THE

WORK. VISITORS MUST READ AND UNDERSTAND WCDAS

VISITOR POLICY PRIOR TO VISITING THE WCDAS.

VISITORS TO THE WCDAD MUST BE ESCORTED BY AN

AUTHORIZED NOAA BADGE EMPLOYEE. ANY ACCESS BY

CONTRACT PERSONNEL WHO ARE FOREIGN NATIONALS

MYST BE IN ACCORDANCE WITH THE REQUIREMENT O

THE CAR 1352.237-73, FOREIGN NATIONAL VISITOR AND

GUEST ACCESS TO THE DEPARTMENT RESOURCES (APR

2010).

4. CRITICAL WEATHER DAYS: GOVERNMENT MAY PROHIBIT

CONTRACTOR TO WORK AT SITE ON CRITICAL WEATHER

DAYS. A CRITICAL WEATHER DAY IS DECLARED FOR A

TORNADO, SEVERE WEATHER OUTBREAK, MAJOR

PRECIPITATION EVENT, CYCLONE, NATIONAL SECURITY

EVENT, OR ACTUAL OR THREATENED; WHEN STATION

MUST TAKE ALL POSSIBLE STEPS TO ENSURE TIMELY

PERFORMANCE OF SATELLITE COMMAND AND DATA

ACQUISITION OPERATIONS. IN THE EVENT THERE IS A

DECLARATION OF A CRITICAL WEATHER DAY, NO WORK

THAT CAN POTENTIALLY IMPACT STATION OPERATIONS

MAY BE PERFORMED. IF THE EXTENT OF THE WORK

PROPOSED BY THE CONTRACTOR IS DEEMED BENIGN

BT STATION MANAGEMENT, THE CONTRACTOR MAY

REQUEST THAT STATION MANAGEMENT SUBMIT A

WAIVER REQUEST FOR APPROVAL BY OFFICE OF

SATELLITE AND PRODUCT OPERATIONS SENIOR

MANAGEMENT TO ALLOW THIS WORK TO PROCEED.

7. SEE SPECIFICATION SECTION 01 50 00 SUBSECTION 3.4 FOR

SPECIFIC INFORMATION REGARDING TRAFFIC PROVISIONS IN

THE PROJECT WORK AREA.

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N.O.A.A.

COMMAND AND

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BUILDING

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PHASE 1 - SITE DEMOLITION LAYOUT

SCALE: 1"=20'

EXISTING TRENCH DRAIN

SAWCUT 1.5' BEYOND NEW LOADING DOCK

LIMITS (SEE DETAIL, SHEET CS500) AS

REQUIRED TO PROVIDE A CLEAN CUT EDGE.

REMOVE EXISTING 2"Ø

WATERLINE UP TO EACH

FACE OF BUILDING

EXISTING BLDG

9'±

EXISTING ELECTRICAL

(TYPICAL OF 3)

EXISTING 4" WATER

(TYPICAL OF 4)

6"±

EXISTING BOLLARDS

(TYPICAL OF 2)

1' MIN.

AT REAR OF UTILITY BUILDING

NOT TO SCALE

ENLARGED INSET #1 - DEMOLITION

NOT TO SCALE

1.) REFER TO THE HATCH PATTERN DESCRIPTIONS

SHOWN IN THE LEGEND ON G-001.

2.) ALL DIMENSIONS SHALL BE FIELD CHECKED.

SEE SHEET G-001 FOR SCOPE OF WORK ITEMS.

±13.6'

PHASE 1

ENLARGED INSET #2 - EXISTING UTILITIES

2' x 9' AREA NOT TO BE DISTURBED

MILL ASPHALT PARKING AREA (10,296 SF).

THE CONCRETE PAVEMENT PATCH

SHALL BE REMOVED TO A DEPTH OF 10.5".

SAFETY FENCING SEE 01 50 00.

REMOVE ONCE ASPHALT AND

CONCRETE CONSTRUCTION HAS

BEEN COMPLETED.

EXISTING UTILITY

I F

5' - 0" 7' - 3" V.I.F. 5' - 0"

17' - 3"

EXISTING CONCRETE CURB AND

HATCHED AREA INDICATES EXTENTS OF DEMOLITION

SAWCUT JOINT FLUSH AT ENTRANCE

TRENCH DRAIN TO REMAIN

MILL 2" ASPHALT MILL 2" ASPHALTREMOVE ASPHALT AND

SUBGRADE AS REQ'D TO A

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LEGEND

DEMOLITION

EXISTING CONCRETE

PAVEMENT PATCH

TO BE REMOVED

(APPROX AREA= 1,263 SF)

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PHASE 1 - SITE NEW WORK LAYOUT

SCALE: 1"=20'

APPROX. 9' OF EXISTING

PAVEMENT TO BE LEFT

UNDISTURBED. SEE

EXISTING DOWNSPOUT

WITH SPLASHBLOCK

L O

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C K

ADD CHEVRON STRIPING

ADJACENT TO BUILDING

NEW CONCRETE/ASPHALT

HANDICAP RAMP AT GYM

DOOR, SEE DETAIL SHEET

CS500 (± 30 SF CONC

W/ ± 46 SF ASPHALT).

"NO PARKING"

LABEL HERE

NEW ASPHALT RAMP AND

PAD, SEE DETAIL SHEET

CS500 (± 317 SF)

NEW 2"Ø SCH 80 (± 109 LF)

WATER LINE, SEE NOTE

THIS SHEET

NOTE: NEW 2"Ø SCH 80 WATER LINE SHALL BE

A MINIMUM OF 18" DEEP FROM SUB-

GRADE TO THE CROWN OF THE PIPE.

PROVIDE ALL FITTINGS TO RECONNECT

TO THE EXISTING WATER LINE AT EACH

BUILDING FACE. WHERE EXISTING UTILITY

CROSSINGS FALL WITHIN THE SAME

PLANE AT THE REQ'D MINIMUM DEPTH,

THE TRENCH DEPTH SHALL BE INCREASED

TO MINIMIZE THE NEED FOR ADDITIONAL

PIPING AND/OR BENDS.

RAMP

LEVEL SURFACE

FOR HANDICAP SYMBOL DETAIL

SEE SHEET CS502

EXISTING BLDG

9'±

EXISTING ELECTRICAL

(TYPICAL OF 3)

(TYPICAL OF 4)

EXISTING 4" WATER

6"±

EXISTING BOLLARDS

WITH NEW STRIPING

(TYPICAL OF 2)

2'-6" x 9' NO PARKING MARKING

NOT TO SCALE

INSET 'B' - EXISTING UTILITIES

NO PARKING

PHASE 1

NOTE: SEE PAVEMENT SECTION

DETAIL OVER EXISTING

PAVEMENT PATCH, CS500.

RESTRIPE OVERLAY AREA

AND NEW ASPHALT AREA,

PER PREVIOUS LAYOUT

PRIOR TO DEMOLITION

ACTIVITIES. ALL STRIPING

SHALL BE WHITE WITH THE

EXCEPTION OF THE "NO PARKING"

LABEL WHICH SHALL BE

YELLOW.

2,915 SF FULL DEPTH

ASPHALT REPLACEMENT

251 SF NEW ASPHALT

SECTION PLACED

AT GRADE

INSET 'B' THIS SHEET.

RAMP

CONC.

WALL

3" WIDE STRIPES

18" SPACING O.C. @ 45°

2,640 SF FULL DEPTH

PCC REPLACEMENT

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LEGEND

NEW CONCRETE PAVEMENT (SEE CS500 -TYP PCC PAVEMENT

SECTION W/ODD-SHAPED CONCRETE PAVEMENT SLAB

DETAIL& CONC PAD DETAIL AT UTILITY BUILDING)

NEW OVERLAY (SEE SEE CS500 -TYP

PAVEMENT MILL/OVERLAY SECTION)

ASPHALT PAVEMENT (SEE CS500 - TYP

ASPHALT PAVEMENT SECTION)

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6-APR-20

DATA ACQUISITION

BUILDING

EQUIP STORAGE

UTILITY

BUILDING

OBF

BUILDING

PHASE 1

MECH

YARD

OPERATIONS BLDG.

ADDITION

MAINTENANCE

BUILDING

PHASE 1

DECK

PHASE 1

Norfolk District

US Army Corps of Engineers

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CG100

PHASE 1 - PAVING AND EROSION & SEDIMENT CONTROL LAYOUT

SCALE: 1"=20'

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L A

* ODD-SHAPED PAVEMENT SLABS IDENTIFIED WITH AN "R" SHALL BE

REINFORCED WITH 6x6-5.5x5.5 WELDED WIRE FABRIC.

NOTES

** CONTRACTOR SHALL VERIFY LENGTH AND SHAPE OF SLAB

REQUIRED PRIOR TO POURING. LONG SIDE DIMENSION OF SLAB

SHALL NOT EXCEED THE SHORT SIDE DIMENSION BY MORE THAN 25%.

SILT FENCE

R *R * R *

NEW WATER LINE NOT SHOWN

FOR CLARITY.

NOTE

THICKENED

EDGE (TE)

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N E

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E X

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R *

JUNCTURE OF RIGID & FLEXIBLE

PAVEMENT (THICKENED

EDGE-TE)

CONSTRUCTION

ENTRANCE

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DOWELED CONTRACTION

JOINT (CJ)

SEE SHEET G-001 FOR SCOPE OF WORK ITEMS.

LEGEND

ASPHALT PAVEMENT

NEW OVERLAY

NEW CONCRETE PAVEMENT

70.00'

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CORPS OF ENGINEERS

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NORFOLK, VIRGINIA

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6-APR-20

of Engineers

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CD200

PHASE 2 - SITE DEMOLITION LAYOUT

SCALE: 1"=10'

PHASE 2 - SITE DEMOLITION LAYOUT

SCALE: 1"=20'

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SEE THIS SHEET FOR SCHEDULE OF CRACK REPAIRS.

REMOVE PAVEMENT TO SUBGRADE.

REMOVE 2" WEARING SURFACE3

CAREFULLY EXCAVATE EXISTING VEHICLE DETECTION LOOPS (4)4

DEMOLITION KEY NOTES

DURING PAVEMENT REMOVAL. NOTE THE LOCATION SUCH THAT

THE NEW LOOP WILL BE INSTALLED IN THE SAME LOCATION.

SCHEDULE OF CRACK FILL REQUIREMENTS

CRACK TYPE

ROUTING

REQ'D.

TACK

COAT

SAND FILLER

TO 1" OF GRADE

TYPE OF

FILLER

NO REPAIR NO REPAIR NO REPAIR NO REPAIR1/8" OR LESS

YES - 1" NO NO SEALANT

GREATER THAN 1/8"

BUT LESS THAN 3/8"

NO NO NO SEALANT

GREATER THAN 3/8"

BUT LESS THAN 1"

NO YES NO SEALANT

1" OR GREATER IN WIDTH AND:

LESS THAN 3" IN DEPTH

NO YES YES 3/8" AC*OVER 3" IN DEPTH

* ASPHALT CONCRETE SHALL BE WELL COMPACTED BY HAND TAMPING AND SHALL BE FLUSH

WITH THE ADJACENT PAVEMENT.

EXIST. CONC. APRON

GRIND PEDESTRIAN

CROSSWALK STRIPING

EXISTING ASPHALT

PARKING LOT

SEE SHEET CS200 FOR ADDITIONAL INFORMATION.

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EX. 12" STORM

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EX. 6" WATER

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6-APR-20

of Engineers

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CS200

MAINTENANCE BUILDING

EQUIPMENT STORAGE

UTILITY BUILDING3

OBF BUILDING4

OPERATIONS BUILDING ADDITION5

N.O.A.A. COMMAND & DATA ACQUISITION6

GUARDHOUSE/FRONT GATE7

BUILDING INDENTIFICATION

LEGEND

ASPHALT PAVEMENT

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NOTES:

1.) INSTALLATION OF NEW VEHICLE DETECTION LOOP, MORE SPECIFIC

INFORMATION IS AS FOLLOWS:

A. LOOP DETECTOR CABLES SHALL BE NO. 12 AWG STRANDED COPPER

CONFORMING TO THE REQUIREMENTS OF IMSA 51-3. INSULATION SHALL BE TYPE

XHHW. LOOP DETECTOR CABLE ENCLOSED IN TUBING SHALL BE NO. 14 AWG

STRANDED COPPER. LOOP DETECTOR CABLE AND TUBING SHALL CONFORM TO THE

REQUIREMENTS OF IMSA 51-5.

B. LOOP AND MAGNETIC DETECTOR LEAD-IN CABLES SHALL BE STRANDED COPPER,

TWISTED PAIR, NO. 14 AWG CONFORMING TO THE REQUIREMENTS OF IMSA 50-2.

C. SPLICING MATERIAL:

1. USE ROSIN-CORE SOLDER FOR SOLDERED SPLICES.

2. BUTT-END CONNECTORS MUST BE NON-INSULATED PANDUIT PART NUMBER

BS14, BS10; IDEAL MODEL NUMBER TV16X, TV12X; THOMAS AND

BETTS CATALOG NUMBER BB-2, CC-2 OR ENGINEER APPROVED

EQUIVALENT.

3. INSULATED TUBING USED TO COVER SPLICE MUST BE HEAT-SHRINKABLE,

CROSS-LINKED POLYOLEFIN WITH A SILICON SEALANT INSIDE THE TUBING AND

AN INSULATION RATING OF AT LEAST 600 V. OUTER TUBING MUST BE

DUAL/MULTIPLE WALL TYPE.

4. SPLICING TAPE MUST BE SELF-FUSING SILICONE RUBBER. • D. LOOP

SEALANT:

D. LOOP SEALANT

1. ENSURE THAT LOOP SEALANT:

A. IS MANUFACTURED FOR TRAFFIC LOOP EMBEDDING IN BOTH ASPHALT AND

CONCRETE PAVEMENT.

B. CONSISTS OF MULTI-COMPONENT SYSTEMS HAVING SIMPLE MIX RATIOS

OF 1:1 OR 2:1 OR ARE SUPPLIED IN PRE-MEASURED CONTAINERS IN

WHICH ALL CONTENTS OF BOTH PACKAGES ARE TO BE MIXED.

C. IS SELF-LEVELING WHEN APPLIED.

D. DOES NOT RUN OUT OF UNLEVEL SLOTS AS TESTED FOR VISCOSITY USING

ASTM D562 AT 77°F.

E. IS TACK FREE WITHIN A MAXIMUM OF 2 HOURS FROM TIME OF

APPLICATION AND WHEN CURED AS TESTED FOR TACK FREE TIME USING

ASTM C679 AT 77°F.

F. SECURELY ADHERES TO CONCRETE AND ASPHALT WHEN INSTALLED IN A

3/8 INCH BY 3 INCH SAW CUT, CURED FOR 2 WEEKS AT 77°F AS TESTED

FOR ADHESION USING VISUAL INSPECTION.

G. SHOWS NO VISIBLE SIGNS OF SHRINKAGE AFTER CURING WHEN INSTALLED

IN A 3/8 INCH BY 3 INCH SAW CUT, CURED FOR 2 WEEKS AT 77°F AS

TESTED FOR SHRINKAGE USING A DIMENSIONALMEASUREMENT.

H. RESISTS WEATHER, OILS, GASOLINE, ANTIFREEZE, AND BRAKE FLUID AS

TESTED FOR ABSORPTION USING ASTM D570 FOR WATER, NO. 3 OIL,

GASOLINE, ANTIFREEZE, AND BRAKE FLUID FOR 24 HOURS.

I. RESISTS PENETRATION OF FOREIGN MATERIALS AS TESTED FOR

DUROMETER HARDNESS USING ASTM D2240 SHORE A FOR 24 HOURS.

J. RESISTS CRACKING CAUSED BY EXPANSION AND CONTRACTION DUE TO

TEMPERATURE CHANGES AS TESTED FOR TENSILE STRENGTH AND

ELONGATION USING ASTM D412.

K. DOES NOT BECOME BRITTLE WITH AGE OR TEMPERATURE EXTREMES AS

TESTED FOR WEIGHT LOSS, CRACKING, AND CHALKING USING ASTM C1246.

L. HAS A MINIMUM SHELF LIFE OF 1 YEAR IN UNDAMAGED CONTAINERS WHEN

STORED PER MANUFACTURER RECOMMENDATIONS.

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Y O

NEW OVERLAY

CRACK REPAIR FOLLOWED

BY SEAL COATING

AREA= 105,205 SF

AREA= 2110 SF

AREA= 525 SF

3.) EXISTING CHAMBERLAIN LIFTMASTER GATE OPERATORS SHALL REMAIN. DISCONNECT

EXISTING LOOP DETECTOR CABLES FROM GATE OPERATORS BEFORE PERFORMING

ANY DEMOLITION THAT MAY AFFECT THE CABLES. PROVIDE NEW LOOP DETECTOR

CABLES IN REHABILITATED PAVEMENT AND CONNECT TO GATE OPERATORS. `

RESTORE GATE OPERATION TO PRE-CONSTRUCTION EXISTING CONDITIONS.

NEW CONCRETE PAVEMENTAREA= 74 SF

CS202

2.) INSTALL DETECTOR LOOP PER MANUFACTURE'S RECOMMENDATION IN THE

PRESENCE OF THE COR. THE CONTRACTOR SHALL PROVIDE A SUBMITTAL FOR THE

REFERENCED WORK. SEE 01 33 00 FOR ADDITIONAL INFORMATION REGARDIING

SUBMITTAL PROCEDURES.

NOTE: SEE CS201 OR CS202 REGARDING DETAIL REFERENCES

TO THE ITEMS SHOWN ABOVE.

4.) GRIND AND CLEAN ALL EXISTING STRIPING ON AREAS DESIGNATED FOR SEAL

COATING TO CRACK REPAIR, SLURRY APPLICATION AND RESTRIPING.

5) ALL RESTRIPING SHALL BE THE SAME COLOR PRIOR TO DEMOLITION AND/OR

GRINDING EFFORTS.

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EX. 6" WATER MAIN

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G7M ANTENNA

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SANITARY GRINDER PUMP

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8' WATER

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DSN 1A

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1-1/2" POTABLE WATER

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DSN 1A

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5' WIDE CONCRETE SIDEWALK

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4" SANITARY

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6" WATER LINE FOR FIRE SUPPRESSION

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WATER SERVICE

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CONSTRUCTED DURING DSN 3

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PRIMARY ELECTRIC DUCTBANK

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ELECTRIC DUCTBANK (480V)

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COMMUNICATIONS

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DUCTBANK

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EX. 12" STORM

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