03_Drawings_Perimeter Security Road Repairs Cutler ME.pdf

28 MB Posted

Attached to
Bid Results - Perimeter Security Roads Repairs, Cutler, Maine
Solicitation number
N4008525B2501
Issued by

About this file

Written by GovTribe AI ·

This document is a set of detailed engineering drawings for the Perimeter Security Road Repairs project at the Naval Facilities Engineering Systems Command site in Cutler, Maine. The drawings, labeled as not for construction and marked as preliminary, cover comprehensive site plans, existing conditions, erosion control details, and construction specifications for road and infrastructure improvements. The project involves work in two primary areas designated as Area G and Area H, which include existing sea terminal locations, ground grid systems, coastal environments, and sensitive ecological zones with mapped coastal sand dune and wetland boundaries.

The technical drawings provide extensive documentation including existing site contours developed from ground survey and LIDAR data, precise location of ground grid and sea anchor connections, wetland delineations, and detailed erosion control measures. The project requires careful environmental management, with specific notes addressing winter construction techniques, sediment control, temporary vegetation establishment, and strict adherence to Maine Department of Environmental Protection guidelines. The drawings indicate multiple work areas with specific erosion control plans, construction details, and considerations for the coastal marine environment, suggesting a complex infrastructure renovation project that demands significant environmental sensitivity and precision engineering.

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1419 Cutler Perimeter Road - Bid Results.pdf PDF
AMD 02 - N4008525B2501 - Cutler Perimeter Road.pdf PDF
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ENCL_2 - AMD-01 -NRPA PERMIT PHOTOS_2024.11.27.pdf PDF
ENCL_4 - AMD-01 -Preliminary Geotechnical Report_2024.04.03.pdf PDF
AMD 01 - N4008525B2501 - Cutler Perimeter Road.pdf PDF
ENCL_3 - AMD-01 -Sign in Sheet - Perimeter Road.pdf PDF
Time Sensitive - Access List - Cutler Site Walk.xlsx XLSX spreadsheet
01_Bid Form_Perimeter Security Road Repairs Cutler ME.pdf PDF
Time Sensitive - Access Instructions - Cutler Site Walk.pdf PDF
DD5512 Form.pdf PDF
02_Specifications_Perimeter Security Road Repairs Cutler ME.pdf PDF
Solicitation N4008525B2501 - Released.pdf PDF
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TRAFFIC MANAGEMENT PLAN 1

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TRAFFIC MANAGEMENT PLAN 2

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NCTAMS CUTLER

LITTLE MACHIAS BAY

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AREA G SHEET TITLE AREA G DRAWING NUMBER

PLAN 1 PLAN 2 PLAN 3 PLAN 4

AREA G - EXISTING CONDITIONS 7 8 9 10

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AREA G - WORK AREA ONE EROSION CONTROL PLAN 14 X X X

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AREA G - WORK AREA THREE EROSION CONTROL PLAN 16 17 X X

AREA G - WORK AREA FOUR EROSION CONTROL PLAN 18 X X X

AREA G - WORK AREA FIVE EROSION CONTROL PLAN 19 20 X X

AREA G - WORK AREA SIX EROSION CONTROL PLAN 21 X X X

AREA G - WORK AREA SEVEN EROSION CONTROL PLAN 22 23 X X

AREA H SHEET TITLE AREA H DRAWING NUMBER

SHEET REFERENCE: PLAN 1 PLAN 2

AREA H - EXISTING CONDITIONS 11 12

AREA H - PROPOSED 33 34

AREA H - WORK AREA ONE EROSION CONTROL PLAN 24 X

AREA H - WORK AREA TWO EROSION CONTROL PLAN 25 26

AREA H - WORK AREA THREE EROSION CONTROL PLAN 27 X

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EX. SEA TERMINAL "148" APPROX. PER RECORD PLANS

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EX. SEA TERMINAL "148" APPROX. PER RECORD PLANS

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AREA H - PLAN 1

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TIDAL WATERFOWL AND WADING BIRD HABITAT (TYP)

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SHOREBIRD AREA (TYP)

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MILL AND OVERLAY AND CULVERT REPLACEMENT - BID OPTION 02

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VICKER'S CORNER - BID OPTION 01

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LOCATION MAP (N.T.S.)

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SURVEY NOTES

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1. FIELD SURVEY AT AREA G WAS PERFORMED BY DOUCET SURVEY LLC FIELD SURVEY AT AREA G WAS PERFORMED BY DOUCET SURVEY LLC DURING FEBRUARY 2024 USING A TOTAL STATION AND A SURVEY GRADE GPS WITH A DATA COLLECTOR AND A DIGITAL LEVEL. TRAVERSE ADJUSTMENT BASED ON LEAST SQUARES ANALYSIS. 2. HORIZONTAL DATUM IS BASED ON NAD83(2011) MAINE EAST 1801 HORIZONTAL DATUM IS BASED ON NAD83(2011) MAINE EAST 1801 DERIVED FROM MULTIPLE STATIC GPS/GNSS OBSERVATIONS PROCESSED BY THE NATIONAL GEODETIC SURVEY ONLINE USER POSITIONING SYSTEM (OPUS). 3. VERTICAL DATUM IS BASED ON NAVD88 PER TIDAL DISK "841-1250M VERTICAL DATUM IS BASED ON NAVD88 PER TIDAL DISK "841-1250M TIDAL" HAVING AN ELEVATION OF 22.047' AS PUBLISHED BY THE MAINE DEPARTMENT OF TRANSPORTATION. 4. WETLANDS AT AREA G WERE DELINEATED BY NORMANDEAU ASSOCIATES, WETLANDS AT AREA G WERE DELINEATED BY NORMANDEAU ASSOCIATES, INC. (NORMANDEAU) ON APRIL 22-23, 2024. WETLAND BOUNDARIES WERE DELINEATED ACCORDING TO THE 1987 CORPS OF ENGINEERS WETLAND DELINEATION MANUAL AND REGIONAL SUPPLEMENT TO THE CORPS OF ENGINEERS WETLAND DELINEATION MANUAL: NORTHCENTRAL AND NORTHEAST REGION (VERSION 2.0). THE 1987 CORPS MANUAL AND THE REGIONAL SUPPLEMENT DESCRIBE THE METHODOLOGY THAT IS REQUIRED FOR WETLAND DELINEATIONS THAT ARE SUBJECT TO REVIEW UNDER THE MAINE DEPARTMENT OF ENVIRONMENTAL PROTECTION (MEDEP) NATURAL RESOURCES PROTECTION ACT (NRPA) CHAPTER 310. 5. ALL OCEANSIDE WETLAND FLAGS WERE NOT PRESENT AND SELECT ALL OCEANSIDE WETLAND FLAGS WERE NOT PRESENT AND SELECT LANDSIDE WETLANDS FLAGS WERE NOT FOUND DURING THE FIELD SURVEY. ALL SAID WETLAND FLAG LOCATIONS WERE PROVIDED BY NORMANDEAU ASSOCIATES, INC. 6. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON OBSERVED UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON OBSERVED PHYSICAL EVIDENCE AND PAINT MARKS FOUND ON-SITE. THE THE THE ACCURACY OF MEASURED UTILITY INVERTS AND PIPE SIZES/TYPES IS SUBJECT TO NUMEROUS FIELD CONDITIONS, INCLUDING; THE ABILITY TO MAKE VISUAL OBSERVATIONS, DIRECT ACCESS TO THE VARIOUS ELEMENTS, MANHOLE CONFIGURATION, ETC. 7. ALL ELECTRIC, GAS, TEL. WATER, SEWER AND DRAIN SERVICES ARE ALL ELECTRIC, GAS, TEL. WATER, SEWER AND DRAIN SERVICES ARE SHOWN IN SCHEMATIC FASHION, THEIR LOCATIONS ARE NOT PRECISE OR NECESSARILY ACCURATE. NO WORK WHATSOEVER MUST BE UNDERTAKEN ON THIS SITE USING THIS PLAN TO LOCATE THE ABOVE SERVICES. CONSULT WITH THE PROPER AUTHORITIES CONCERNED WITH THE SUBJECT SERVICE LOCATIONS FOR INFORMATION REGARDING SUCH. CALL DIG-SAFE AT 1-888-DIG-SAFE. 8. EXISTING CONDITIONS AT AREA H AND ALONG RIDGE ROAD AREA FROM EXISTING CONDITIONS AT AREA H AND ALONG RIDGE ROAD AREA FROM "CUTLER TOTAL MAP" CAD FILE PROVIDED BY NAVFAC THAT INCLUDES PREVIOUSLY COMPLETED SURVEY AND LIDAR INFORMATION.

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GULF OF MAINE

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LITTLE MACHIAS BAY

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SITE AREAS

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CUTLER RD

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DEPARTMENT OF THE NAVY

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EPROJECT NO.:

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PUBLIC WORKS DEPARTMENT - MAINE

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NAVAL SHIPYARD - PORTSMOUTH, NH

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DESIGN MANAGER

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PROJECT MANAGER

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FEAD/PM&E

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FIRE PROTECTION

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DATE

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APPR

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

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RM18-0917 PERIMETER SECURITY ROAD REPAIRS

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DAVID MCLAUGHLIN

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DRAWN BY

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DESIGNER

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CHECKED BY

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BEN GRONDIN

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BEN GRONDIN

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DAN FISH

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BEN GRONDIN

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UNCLASSIFIED

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UNCLASSIFIED

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UNCLASSIFIED

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DRAWFORM REVISION: DECEMBER 2018

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JEFF HOYT

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ISSUED FOR BID

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BM6

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KEY PLAN

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DESIGN NOTES:

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DAVID MCLAUGHLIN

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1. PLANS HAVE BEEN COMPILED FROM EXISTING RECORD PLANS, ON-SITE FIELD PLANS HAVE BEEN COMPILED FROM EXISTING RECORD PLANS, ON-SITE FIELD SURVEY AND OBSERVATION. 2. EXISTING CONDITION CONTOURS SHOWN DEVELOPED BY AERIAL MAPPING EXISTING CONDITION CONTOURS SHOWN DEVELOPED BY AERIAL MAPPING PERFORMED BY AERIAL SURVEY & PHOTO, NORRIDGEWOCK, MAINE, JULY 27, 2001 AND REFERENCE PNSY VERTICAL DATUM MLLW = 96.779 (NAVD 88 00.00). SEE "TOPOGRAPHIC PLAN OF THE PORTSMOUTH NAVAL SHIPYARD KITTERY, MAINE FOR TETRA TECH NUS" DATED 11-22-02. 3. VERTICAL DATUM: NAVD 88. VERTICAL DATUM: NAVD 88. 4. HORIZONTAL DATUM: MAINE STATE COORDINATES. WEST ZONE NAD 83. HORIZONTAL DATUM: MAINE STATE COORDINATES. WEST ZONE NAD 83. 5. UNLESS OTHERWISE NOTED, ALL EXISTING FEATURES DESIGNATED ON THE UNLESS OTHERWISE NOTED, ALL EXISTING FEATURES DESIGNATED ON THE PLANS TO REMAIN INCLUDING, BUT NOT LIMITED TO, TREES, SIGNS, SIGN POSTS, CURBS, SIDEWALKS AND BACK OF SIDEWALK FEATURES MUST BE VERIFIED, LOCATED, AND PROTECTED DURING ALL PHASES OF CONSTRUCTION. 6. SURVEY CONTROL BOUNDS AND STREET LINE MONUMENTATION MUST NOT BE SURVEY CONTROL BOUNDS AND STREET LINE MONUMENTATION MUST NOT BE DISTURBED DURING THE COURSE OF WORK AND MUST BE PROTECTED. SHOULD ANY BOUND BE DISTURBED, THE CONTRACTOR MUST HIRE, AT HIS OWN EXPENSE, A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF MAINE TO REPLACE AND / OR RESET THE BOUND TO ITS ORIGINAL POSITION. 7. SALVAGED ITEMS ARE TO BECOME THE PROPERTY OF THE GOVERNMENT. SALVAGED ITEMS ARE TO BECOME THE PROPERTY OF THE GOVERNMENT. 8. FEATURES MAY BE SHOWN WITHIN THE LIMIT OF WORK THAT ARE NOT FEATURES MAY BE SHOWN WITHIN THE LIMIT OF WORK THAT ARE NOT EXPLICITLY CALLED OUT FOR REMOVAL OR DEMOLITION. DEMOLISH ALL FEATURES WITHIN THE LIMIT OF WORK REQUIRED TO COMPLETE THE WORK OF THE PROJECT. 9. PREVENT ANY DISTURBANCE OR DAMAGE TO ADJACENT PROPERTIES. PREVENT ANY DISTURBANCE OR DAMAGE TO ADJACENT PROPERTIES. 10. N/A N/A 11. REPORT ALL SPILLS AND LEAKS OF OIL OR OTHER HAZARDOUS SUBSTANCES. REPORT ALL SPILLS AND LEAKS OF OIL OR OTHER HAZARDOUS SUBSTANCES. (IE OIL, ANTIFREEZE, CHEMICALS, ETC.) OCCURRING DURING THE PERFORMANCE OF THIS CONTRACT IMMEDIATELY UPON DISCOVERY, REGARDLESS OF THE QUANTITY. CALL THE FIRE DEPARTMENT AND CONTRACTING OFFICER TO REPORT THE SPILL. THE GOVERNMENT RESERVES THE RIGHT TO CLEAN UP, PACKAGE AND DISPOSE OF CONTRACTOR SPILLS OCCURRING ON THE SITE, AND BILL SUCH COSTS TO THE CONTRACTOR. 12. UNFORESEEN HAZARDOUS MATERIAL UNFORESEEN HAZARDOUS MATERIAL THE DESIGN HAS IDENTIFIED MATERIALS SUCH AS PCB, LEAD PAINT, AND FRIABLE AND NON-FRIABLE ASBESTOS. IF ADDITIONAL MATERIAL, NOT INDICATED, THAT MAY BE HAZARDOUS TO HUMAN HEALTH UPON DISTURBANCE DURING CONSTRUCTION OPERATIONS IS ENCOUNTERED, STOP THAT PORTION OF WORK AND NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. 13. ACCESS TO THIS SECURED FACILITY IS CONTROLLED. COORDINATE MATERIAL ACCESS TO THIS SECURED FACILITY IS CONTROLLED. COORDINATE MATERIAL DELIVERIES, HAUL ROUTES, AND WORK SCHEDULE WITH THE CONTRACTING OFFICER. 14. WHERE CONFLICTS OCCUR WITHIN THE DOCUMENTS OR BETWEEN THE WHERE CONFLICTS OCCUR WITHIN THE DOCUMENTS OR BETWEEN THE DOCUMENTS AND CODES, INDUSTRY STANDARDS, OR MANUFACTURER'S RECOMMENDATIONS, THE MORE STRINGENT REQUIREMENT, AS DETERMINED BY THE CONTRACTING OFFICER, WILL APPLY. 15. NO DEVIATIONS FROM THE CONTRACT DOCUMENTS ARE PERMITTED, UNLESS NO DEVIATIONS FROM THE CONTRACT DOCUMENTS ARE PERMITTED, UNLESS APPROVED BY THE CONTRACTING OFFICER. 16. THE PROJECT SITE CONTAINS HISTORIC AND/OR CULTURALLY SIGNIFICANT THE PROJECT SITE CONTAINS HISTORIC AND/OR CULTURALLY SIGNIFICANT STRUCTURES AND LANDSCAPE FEATURES. DEVIATIONS FROM THE CONTRACT DOCUMENTS MAY REQUIRE ADDITIONAL CONSULTATION WITH THE STATE OF MAINE HISTORIC PRESERVATION OFFICE.

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1. WHEELED OR TRACKED VEHICLES MUST NOT OPERATE IN THE WATER. WHEELED OR TRACKED VEHICLES MUST NOT OPERATE IN THE WATER. EQUIPMENT MAY OPERATE ON SHORE AND REACH INTO THE WATER WITH A BUCKET OR SIMILAR EXTENSION. 2. AVAILABLE STORAGE AND LAYDOWN AREAS ARE EXPLICITLY SHOWN ON THE AVAILABLE STORAGE AND LAYDOWN AREAS ARE EXPLICITLY SHOWN ON THE DRAWINGS. NO OTHER SPACE IS AVAILABLE. COORDINATE FINAL DETAILS WITH THE CONTRACTING OFFICER. 3. ALL CONSTRUCTION MATERIALS MUST BE TRANSPORTED TO AND FROM THE ALL CONSTRUCTION MATERIALS MUST BE TRANSPORTED TO AND FROM THE SITE IN COVERED VEHICLES. PROVIDE VACUUM ASSISTED STREET SWEEPER AT THE SITE AS NECESSARY TO KEEP TRAFFIC AREAS CLEAN. 4. COORDINATE WITH CONTRACTING OFFICER OPERATIONS DURING THE PROCESS COORDINATE WITH CONTRACTING OFFICER OPERATIONS DURING THE PROCESS OF THE WORK. 5. SUBMIT A DETAILED CONSTRUCTION SEQUENCING PLAN FOR REVIEW AND SUBMIT A DETAILED CONSTRUCTION SEQUENCING PLAN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 6. MAINTAIN SECURITY AT ALL TIMES DURING CONSTRUCTION. MAINTAIN SECURITY AT ALL TIMES DURING CONSTRUCTION. 7. COMPLY WITH ALL APPLICABLE O.S.H.A. REGULATIONS AND SAFETY COMPLY WITH ALL APPLICABLE O.S.H.A. REGULATIONS AND SAFETY REQUIREMENTS. 8. ALL CONSTRUCTION SIGNS MUST BE DESIGNED TO WITHSTAND 50MPH WINDS ALL CONSTRUCTION SIGNS MUST BE DESIGNED TO WITHSTAND 50MPH WINDS VELOCITY WINDS AND BE PREPARED BY A PROFESSIONAL SIGN COMPANY WITH A MINIMUM OF THREE (3) YEARS EXPERIENCE. 9. WHERE CONTRACTOR REMOVES EXISTING SITE FEATURES THAT ARE TO REMAIN WHERE CONTRACTOR REMOVES EXISTING SITE FEATURES THAT ARE TO REMAIN TO FACILITATE INSTALLATION OF NEW WORK FOR THIS PROJECT, REPLACE THE EXISTING SITE FEATURES AT CONTRACTORS EXPENSE. 10. THE CONSTRUCTION LIMIT LINE SHOWN ON DRAWING IS AN APPROXIMATION OF THE CONSTRUCTION LIMIT LINE SHOWN ON DRAWING IS AN APPROXIMATION OF THE CONSTRUCTION LIMITS. THE CONTRACTOR IN COORDINATION WITH THE CONTRACTING OFFICER MAY MODIFY THIS LINE TO ACCOMMODATE THE EFFICIENCY OF CONSTRUCTION PROJECT.

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1. ALL SITE WORK CONDUCTED ON OR AFTER JANUARY 1, 2013 IN THE STATE ALL SITE WORK CONDUCTED ON OR AFTER JANUARY 1, 2013 IN THE STATE OF MAINE SHORELAND ZONE, INCLUDING ANY FILLING, EXCAVATION, LANDSCAPING, AND/OR OTHER EARTHWORK IN EXCESS OF ONE CUBIC YARD OF DISTURBANCE, MUST COMPLY WITH STATE OF MAINE REQUIREMENTS FOR CERTIFICATION IN EROSION AND SEDIMENTATION CONTROL PRACTICES. A CERTIFIED INDIVIDUAL MUST BE RESPONSIBLE FOR MANAGEMENT OF EROSION CONTROL PRACTICES AT THE SITE EACH DAY EARTH MOVING ACTIVITIES OCCUR. A CERTIFIED INDIVIDUAL IS REQUIRED TO VISIT THE SITE EVERY DAY TO ENSURE PROPER EROSION AND SEDIMENT CONTROL PRACTICES ARE FOLLOWED. AS AN ALTERNATIVE, THE CONTRACTOR MAY CHOOSE TO CONTRACT WITH A CERTIFIED INDIVIDUAL TO SUPERVISE THE CONTRACTORS WORK IN SHORELAND AREAS. UNDER THE STATE OF MAINE'S SHORELAND ZONING STATUES, THE SITE IS LOCATED ENTIRELY WITHIN THE STATE'S SHORELAND ZONE. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE DESIGNED IN ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE DESIGNED IN ACCORDANCE WITH THE MAINE EROSION AND SEDIMENTATION CONTROL HANDBOOK FOR CONSTRUCTION: BEST MANAGEMENT PRACTICES, LATEST EDITION. 3. ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO ANY SITE ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR TO ANY SITE EXCAVATION OR REGRADING. ALL DISTURBED AREAS ON THE SITE, NOT COVERED BY BUILDINGS OR PAVEMENT, MUST BE STABILIZED WITH LOAM, SEED AND MULCH, OR OTHER METHODS AS REQUIRED BY THE SITE SPECIFIC EROSION AND SEDIMENT CONTROL PLAN. 4. CONSTRUCTION MUST NOT BEGIN UNTIL ALL OF THE TEMPORARY EROSION AND CONSTRUCTION MUST NOT BEGIN UNTIL ALL OF THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, HAVE BEEN INSTALLED.

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1. MAINTAIN TRAFFIC FLOW DURING THE PROGRESS OF THE WORK. A DETAILED MAINTAIN TRAFFIC FLOW DURING THE PROGRESS OF THE WORK. A DETAILED TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. THE TRAFFIC CONTROL PLAN MUST CONSIDER ALL AFFECTED PORTSMOUTH SHIPYARD OPERATIONS. THE CONTRACTOR MUST UPDATE THE TRAFFIC CONTROL PLAN AS REQUIRED DURING THE PROJECT. 2. MAINTAIN EXISTING TRAFFIC CONTROL SIGNAGE AND INFORMATIONAL SIGNS MAINTAIN EXISTING TRAFFIC CONTROL SIGNAGE AND INFORMATIONAL SIGNS DURING THE PROCESS OF WORK. 3. PROVIDE TEMPORARY TRAFFIC CONTROL DEVICES. PROVIDE TEMPORARY TRAFFIC CONTROL DEVICES. 4. PROVIDE POST MOUNTED AND WALL MOUNTED TRAFFIC CONTROL AND PROVIDE POST MOUNTED AND WALL MOUNTED TRAFFIC CONTROL AND INFORMATION SIGNS IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, AS PUBLISHED BY THE FHWA.

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BEN GRONDIN

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DAN FISH

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BEN GRONDIN

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DRAWFORM REVISION: DECEMBER 2018

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UNCLASSIFIED

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UNCLASSIFIED

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1. AN ENVIRONMENTAL AND HAZARDOUS BUILDING MATERIALS SURVEY WAS AN ENVIRONMENTAL AND HAZARDOUS BUILDING MATERIALS SURVEY WAS COMPLETED IN JANUARY 2024. THE SURVEY INCLUDED LABORATORY TESTING OF SOIL AND HAZARDOUS MATERIALS WITHIN THE WORK AREA. THE SAMPLING RESULTS INDICATE THAT THE SOIL CONTAINS LOW CONCENTRATIONS OF METALS AND PETROLEUM, ALL OF WHICH ARE BELOW THE MAINE DEPARTMENT OF ENVIRONMENTAL PROTECTION (MEDEP) COMMERCIAL WORKER AND CONSTRUCTION WORKER REMEDIAL ACTION GUIDELINES (RAGS). HAZARDOUS MATERIAL SAMPLING RESULTS INDICATE THAT THE PAINTED METAL TOWERS AND A PATCHING COMPOUND APPLIED TO THE TOWER FOUNDATIONS CONTAIN VARIOUS CONCENTRATIONS OF LEAD, CADMIUM, AND CHROMIUM. TESTING FOR ASBESTOS-CONTAINING MATERIAL (ACM) IDENTIFIED MORE THAN 1% ASBESTOS IN THE SEA ANCHORS WITHIN THE WORK AREA. THE SAMPLING LOCATIONS AND A SUMMARY OF THE RESULTS ARE PROVIDED IN THE ENVIRONMENTAL AND HAZARDOUS MATERIALS DATA REPORT DATED APRIL 23, 2024. 2. OSHA REGULATIONS WILL APPLY TO DEMOLITION ACTIVITIES THAT DISTURB OSHA REGULATIONS WILL APPLY TO DEMOLITION ACTIVITIES THAT DISTURB MATERIALS CONTAINING LEAD, CADMIUM, AND CHROMIUM. OCCUPATIONAL EXPOSURE TO METALS IS REGULATED BY OSHA AND APPLICABLE STATE REGULATIONS. DISPOSAL OF HAZARDOUS MATERIALS/DEBRIS CONTAINING LEAD, CADMIUM, AND CHROMIUM IS SUBJECT TO THE REQUIREMENTS OF THE RESOURCE CONSERVATION AND RECOVERY ACT (RCRA). 3. DEMOLITION OR DISTURBANCE OF MATERIALS CONTAINING EQUAL TO OR DEMOLITION OR DISTURBANCE OF MATERIALS CONTAINING EQUAL TO OR GREATER THAN 1% ASBESTOS WILL REQUIRE APPROPRIATE MANAGEMENT ACCORDING TO STATE AND FEDERAL REQUIREMENTS. ABATEMENT OF ACM REQUIRES THE USE OF A PROPERLY TRAINED AND LICENSED ASBESTOS ABATEMENT CONTRACTOR.

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ISSUED FOR BID

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BM6

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1. WETLAND BOUNDARIES SHOWN IN AREA H ON THESE PLANS ARE HISTORICAL WETLAND BOUNDARIES SHOWN IN AREA H ON THESE PLANS ARE HISTORICAL BOUNDARIES DEVELOPED BY NAVFAC. WETLAND BOUNDARIES SHOWN IN AREA G WERE DELINEATED BY A CERTIFIED WETLAND SCIENTIST IN APRIL 2024. 2. DUNE, WADING BIRD AND WATERFOWL, AND SHOREBIRD HABITAT BOUNDARIES DUNE, WADING BIRD AND WATERFOWL, AND SHOREBIRD HABITAT BOUNDARIES SHOWN ON THESE PLANS WERE OBTAINED FROM MAINE GEOLOGICAL SURVEY GIS MAPS. 3. COASTAL WETLAND BOUNDARIES ARE DETERMINED BY MAINE DEP BY USING COASTAL WETLAND BOUNDARIES ARE DETERMINED BY MAINE DEP BY USING HIGHEST ANNUAL TIDE (HAT) LEVELS PUBLISHED BY THE NATIONAL OCEAN SERVICE (NOAA). ALTERNATIVELY, A QUALIFIED PROFESSIONAL COULD BE USED TO DETERMINE THE EDGE OF COASTAL WETLANDS. A WETLAND DELINEATION OF AREA G WAS PERFORMED BY A CWS, AND THE WETLAND LINES SHOWN ON THESE PLANS AT AREA G REPRESENT THE WETLANDS DELINEATED BY THE CWS. THE WETLAND IMPACTS QUANTIFIED FOR THE WORK USED THE WETLAND BOUNDARIES DETERMINED BY THE CWS AT AREA G, AS THEY ARE THE MOST RECENT, FIELD VERIFIED BOUNDARY AND YIELD THE HIGHEST WETLAND IMPACT QUANTITIES. 4. THE NATIONAL OCEAN SERVICE REFERS TO HAT AS HIGHEST ASTRONOMICAL THE NATIONAL OCEAN SERVICE REFERS TO HAT AS HIGHEST ASTRONOMICAL TIDE RATHER THAN HIGHEST ANNUAL TIDE. IN ADDITION TO THE FIELD DELINEATED WETLAND LINES, THE MOST RECENT HIGHEST ANNUAL TIDE FOR THE AREA BASED ON ELEVATION (PUBLISHED BY MAINEDEP), THE MOST RECENT HIGHEST ASTRONOMICAL TIDE OF THE AREA BASED ON ELEVATION (PUBLISHED BY NOAA), AND GIS OF THE HIGHEST ASTRONOMICAL TIDE OF THE AREA (PUBLISHED BY MAINE GEOLOGICAL SURVEY, BASED ON NOAA) ARE ALSO SHOWN ON THE PLANS FOR REFERENCE.

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1. A PORTION OF BAYVIEW ROAD IS WITHIN AN AREA IDENTIFIED AS HAVING A PORTION OF BAYVIEW ROAD IS WITHIN AN AREA IDENTIFIED AS HAVING MODERATE PROBABILITY FOR HAVING CULTURAL RESOURCES. EXCAVATIONS MUST BE MONITORED BY AN ARCHEOLOGIST. 2. IN THE EVENT A POTENTIAL ARCHAEOLOGICAL RESOURCE IS ENCOUNTERED IN THE EVENT A POTENTIAL ARCHAEOLOGICAL RESOURCE IS ENCOUNTERED DURING GROUND DISTURBING ACTIVATES, STOP ALL WORK IN THE IMMEDIATE AREA AND NOTIFY THE COR. DO NOT RESUME WORK UNTIL SO DIRECTED. GENERAL NOTES: 1. THE CONTRACTOR MUST CALL DIGSAFE AT 1-888-344-7233 AT LEAST 72 THE CONTRACTOR MUST CALL DIGSAFE AT 1-888-344-7233 AT LEAST 72 HOURS, SATURDAYS, AND HOLIDAYS EXCLUDED, PRIOR TO EXCAVATING AT ANY LOCATION. A COPY OF THE DIGSAFE PROJECT REFERENCE NUMBER(S) MUST BE GIVEN TO NAVFAC PRIOR TO EXCAVATION. DESIGN NOTES: 1. DESIGN FEATURE INFORMATION AND BACKUP CAN BE FOUND IN BASIS OF DESIGN FEATURE INFORMATION AND BACKUP CAN BE FOUND IN BASIS OF DESIGN DOCUMENT INCLUDED WITH 65% PLAN SUBMITTAL.

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1. THE CONTRACTOR MUST CALL DIGSAFE AT 1-888-344-7233 AT LEAST 72 THE CONTRACTOR MUST CALL DIGSAFE AT 1-888-344-7233 AT LEAST 72 HOURS, SATURDAYS, AND HOLIDAYS EXCLUDED, PRIOR TO EXCAVATING AT ANY LOCATION. A COPY OF THE DIGSAFE PROJECT REFERENCE NUMBER(S) MUST BE GIVEN TO NAVFAC PRIOR TO EXCAVATION.

1. DESIGN FEATURE INFORMATION AND BACKUP CAN BE FOUND IN BASIS OF DESIGN FEATURE INFORMATION AND BACKUP CAN BE FOUND IN BASIS OF DESIGN DOCUMENT INCLUDED WITH 65% PLAN SUBMITTAL.

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DEPARTMENT OF THE NAVY

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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OF

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EPROJECT NO.:

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PUBLIC WORKS DEPARTMENT - MAINE

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NAVAL SHIPYARD - PORTSMOUTH, NH

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DESIGN MANAGER

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PROJECT MANAGER

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FEAD/PM&E

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FIRE PROTECTION

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GENERAL NOTES

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SYM

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DESCRIPTION

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DATE

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APPR

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PORTSMOUTH NAVAL SHIPYARD

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KITTERY, MAINE

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RM18-0917 PERIMETER SECURITY ROAD REPAIRS

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DAVID MCLAUGHLIN

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DRAWN BY

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DESIGNER

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CHECKED BY

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1. VERIFY ALL EXISTING UTILITY INFORMATION AND TIE IN LOCATIONS NEEDED TO VERIFY ALL EXISTING UTILITY INFORMATION AND TIE IN LOCATIONS NEEDED TO COMPLETE THE CONSTRUCTION OF NEW UTILITY SYSTEMS AND SITE IMPROVEMENTS. VERIFICATION METHODS MUST INCLUDE BUT NOT BE LIMITED TO TESTS PITS AND CCTV TO VERIFY LOCATION, ELEVATION, SIZE, MATERIAL, AND ANY OTHER INFORMATION REQUIRED TO COMPLETE THE CONSTRUCTION. 2. UTILITIES NOT SHOWN ON THESE PLANS MAY EXIST. THE LOCATION, UTILITIES NOT SHOWN ON THESE PLANS MAY EXIST. THE LOCATION, ELEVATION, SIZE AND MATERIAL OF ALL UTILITIES MUST BE VERIFIED BEFORE PROCEEDING WITH CONSTRUCTION. ALL UTILITY LINES AND ASSOCIATED STRUCTURES NOT AFFECTED BY THIS PROJECT MUST BE PROTECTED THROUGHOUT ALL PHASES OF WORK. 3. THE LOCATION OF UNDERGROUND UTILITIES WITHIN THE LIMITS OF THE THE LOCATION OF UNDERGROUND UTILITIES WITHIN THE LIMITS OF THE EXCAVATION OR GROUND PENETRATING WORK MUST BE LOCATED PRIOR TO COMMENCING ANY EXCAVATION OR GROUND PENETRATING WORK. "DIG SAFE" (1-888-344-7233) MUST BE NOTIFIED WITHIN 14 CALENDAR DAYS, BUT NO MORE THEN 30 DAYS, PRIOR TO THE COMMENCEMENT OF THE EXCAVATION OR GROUND PENETRATING ACTIVITY. THE STATE OF MAINE "DIG SAFE" LAW (TITLE 23, MRSA 3360-A) MUST BE FULLY COMPILED WITH. 4. THE EXCAVATOR MUST PREPARE A "PWD ME DIG SAFE UTILITY LOCATE THE EXCAVATOR MUST PREPARE A "PWD ME DIG SAFE UTILITY LOCATE REQUEST FORM" AT LEAST 14 CALENDAR DAYS PRIOR TO THE COMMENCEMENT OF THE EXCAVATION OR GROUND PENETRATING ACTIVITY AND SUBMIT THE FORM TO THE CONTRACTING OFFICER (OBTAIN FORM FROM NAVFAC ET). 5. THE GOVERNMENT MUST LOCATE AND MARK THE UNDERGROUND UTILITIES THE GOVERNMENT MUST LOCATE AND MARK THE UNDERGROUND UTILITIES WITHIN 14 CALENDAR DAYS OF RECEIVING THE DIG SAFE NOTIFICATION. 6. EXCAVATION OR GROUND PENETRATION ACTIVITIES CAN NOT COMMENCE UNTIL EXCAVATION OR GROUND PENETRATION ACTIVITIES CAN NOT COMMENCE UNTIL THE UTILITIES HAVE BEEN MARKED IN THE FIELD AND THE PWD ME DIG SAFE UTILITY LOCATE REQUEST FORM HAS BEEN RETURNED INDICATING THE PWD ME DIG SAFE REVIEW PROCESS HAS BEEN COMPLETED AND EXCAVATION HAS BEEN APPROVED BY THE CONTRACTING OFFICER. 7. IF THE EXCAVATION OR GROUND PENETRATING ACTIVITIES DO NOT COMMENCE IF THE EXCAVATION OR GROUND PENETRATING ACTIVITIES DO NOT COMMENCE WITHIN 27 DAYS OF DIG SAFE NOTIFICATION OR THE EXCAVATION WORK IS EXPANDED OUTSIDE THE LOCATION ORIGINALLY SPECIFIED IN THE NOTIFICATION, THE EXCAVATOR MUST RE-NOTIFY DIG SAFE, THE CONTRACTING OFFICER AND THE PWD ME DIG SAFE COORDINATOR. 8. MAINTAIN THE UTILITY MARKINGS THROUGHOUT THE CONTRACT PERIOD. IF MAINTAIN THE UTILITY MARKINGS THROUGHOUT THE CONTRACT PERIOD. IF ADDITIONAL MARKINGS ARE REQUIRED, THE EXCAVATOR MUST RE-NOTIFY DIG SAFE, THE CONTRACTING OFFICER, AND THE PWD ME DIG SAFE COORDINATOR AT 207-438-1082. 9. ALL SEWER AND DRAIN FRAMES AND GRATES OR COVERS MUST BE ADJUSTED ALL SEWER AND DRAIN FRAMES AND GRATES OR COVERS MUST BE ADJUSTED TO MATCH FINISHED GRADE. EXISTING FRAMES AND GRATES OR COVERS MUST BE REMOVED AND NEW FRAMES AND GRATES OR COVERS MUST BE PROVIDED IF EXISTING ITEMS ARE DAMAGED DURING THE COURSE OF WORK. 10. ALL ELECTRIC POWER MANHOLE FRAMES AND COVERS MUST BE ADJUSTED TO ALL ELECTRIC POWER MANHOLE FRAMES AND COVERS MUST BE ADJUSTED TO MATCH FINISH GRADE. REMOVE EXISTING FRAMES AND COVERS AND PROVIDE NEW FRAMES AND COVERS WHEN DAMAGED DURING THE COURSE OF WORK. 11. SHORING SYSTEMS: MECHANICAL MEANS OF EXCAVATION MUST NOT BE USED SHORING SYSTEMS: MECHANICAL MEANS OF EXCAVATION MUST NOT BE USED WHEN EXCAVATING WITHIN 48 INCHES OF ANY MARKED UNDERGROUND UTILITY UNTIL THE UNDERGROUND UTILITY HAS BEEN EXPOSED. MECHANICAL MEANS MAY BE USED, AS NECESSARY, FOR INITIAL PENETRATION AND REMOVAL OF PAVEMENT, ROCK, OR OTHER MATERIALS REQUIRING USE OF MECHANICAL MEANS OF EXCAVATION. ONCE THE UNDERGROUND UTILITIES HAVE BEEN EXPOSED, FURTHER EXCAVATION MUST BE PERFORMED EMPLOYING REASONABLE PRECAUTIONS TO AVOID DAMAGE TO THE UNDERGROUND UTILITIES, INCLUDING BUT NOT LIMITED TO ANY SUBSTANTIAL WEAKENING OF STRUCTURAL OR LATERAL SUPPORT OF THE UTILITY OR PENETRATION OR DESTRUCTION OF THE UTILITY OR THEIR PROTECTIVE COATINGS. 12. ADJUST ALL GATE VALVE BOXES AND CURB STOP BOXES TO FINISH GRADE. ADJUST ALL GATE VALVE BOXES AND CURB STOP BOXES TO FINISH GRADE. REMOVE EXISTING GATE VALVE BOXES AND CURB STOP BOXES AND PROVIDE NEW GATE VALVE BOXES AND CURB STOP BOXES WHEN DAMAGED DURING THE COURSE OF WORK. 13. THE COST FOR THE ADJUSTMENT OR RELOCATION OF PUBLIC AND PRIVATE THE COST FOR THE ADJUSTMENT OR RELOCATION OF PUBLIC AND PRIVATE UTILITY PIPES, STRUCTURES AND CASTINGS, INCLUDING BUT NOT LIMITED TO GAS, CABLE TV, AND TELEPHONE, MUST BE PAID BY THE CONTRACTOR. COMPLETION OF SUCH WORK MAY OR MAY NOT BE COMPLETED BY THE PUBLIC AND PRIVATE UTILITY OWNER. THE CONTRACTOR MUST COORDINATE ALL WORK WITH THE PUBLIC UTILITY COMPANIES. 14. PREVENT DEBRIS FROM ENTERING INLETS AND BASINS. PROVIDE AND MAINTAIN PREVENT DEBRIS FROM ENTERING INLETS AND BASINS. PROVIDE AND MAINTAIN INLET PROTECTION FOR THE DURATION OF THE WORK. INSPECT INLETS WEEKLY AND AFTER EACH STORM EVENT, AND REMOVE ACCUMULATED DEBRIS. CLEAN ALL STRUCTURES AT THE COMPLETION OF THE WORK. 15. WHERE ITEMS SUCH AS UTILITY STRUCTURES AND EARTHWORK MATERIALS ARE WHERE ITEMS SUCH AS UTILITY STRUCTURES AND EARTHWORK MATERIALS ARE INDICATED BY TYPE, SEE THE MEDOT STANDARD SPECIFICATIONS, HIGHWAY AND BRIDGES AND SUPPLEMENTARY STANDARD CONSTRUCTION DETAILS FOR CONSTRUCTION, LATEST EDITIONS.

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DRAWFORM REVISION: DECEMBER 2018

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AutoCAD SHX Text UTILITY LOCATIONS: : 1. THE CONTRACTOR MUST PROVIDE THE SERVICES OF A THIRD PARTY, THE CONTRACTOR MUST PROVIDE THE SERVICES OF A THIRD PARTY, QUALIFIED INDEPENDENT UTILITY LOCATING COMPANY/PERSON(S) (CANNOT BE THE GOVERNMENT'S UTILITY LOCATING FIRM) TO POSITIVELY IDENTIFY UNDERGROUND UTILITIES IN THE WORK AREA. THE THIRD PARTY INDEPENDENT LOCATING FIRM IS IN ADDITION TO THE PWD ME DIG SAFE PROCESS. 2. THE THIRD PARTY REVIEW MUST BE COMPLETED AFTER THE PWD ME DIG THE THIRD PARTY REVIEW MUST BE COMPLETED AFTER THE PWD ME DIG SAFE MARKING HAVE BEEN COMPLETED. ONCE THE THIRD PARTY LOCATE COMPANY HAS COMPLETED THEIR REVIEW OF THE EXCAVATION AREA AND THE GOVERNMENT MARKINGS ARE CONFIRMED, THE THIRD PARTY LOCATE COMPANY & CONTRACTOR MUST SIGN THE THIRD PARTY UTILITY LOCATE CERTIFICATION FORM AND SUBMIT THE FORM TO THE CONTRACTING OFFICER PRIOR TO COMMENCING EXCAVATION. IF THE THIRD PARTY LOCATE COMPANY FINDS ANY DISCREPANCIES WITH THE GOVERNMENT'S UTILITY MARKINGS, THE CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. UTILITY LOCATION VERIFICATION: : 1.

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