A06_RHC_Drawings_06-28-22_VOL_1.pdf

PDF 22 MB Posted Jun 1, 2023

Attached to: Renovations of Historical Bldg for Multi-Purpose F
Solicitation number: 140FC223R0005
Issued by: Department of the Interior Fish and Wildlife Service

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity summary provides details for solicitation number 140FC223R0005 to renovate a historical building for a multi-purpose facility for the Department of the Interior Fish and Wildlife Service. The solicitation seeks contractors to perform renovations on the existing historical building located in Maine to convert it into a multi-purpose facility. The response deadline is not specified in the provided files, but the related drawings package is titled A06_RHC_Drawings_06-28-22_VOL_1.pdf, indicating a potential response date of June 28, 2022. No other information is given on pricing terms, set asides, incumbent contractors, or award timing. The opportunity type is listed as a solicitation but additional details on requirements, specifications, or evaluation factors are not included in the files provided.

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Other files

File	Type	Posted
Sol_140FC223R0005_Amd_0002.pdf	PDF	Jun 26, 2023
Q_A_Addendum_1_0002.pdf	PDF	Jun 26, 2023
sign_in_sheet_6-13-2023_0002.pdf	PDF	Jun 26, 2023
B08_Construction_Bid_Schedule_0001.pdf	PDF	Jun 6, 2023
Sol_140FC223R0005_Amd_0001.pdf	PDF	Jun 6, 2023
B03-DOL_Wage_Determinations_BUILDING.pdf	PDF	Jun 1, 2023
Sol_140FC223R0005.pdf	PDF	Jun 1, 2023
A06_RHC_Drawings_06-28-22_VOL_2.pdf	PDF	Jun 1, 2023
A06_Rachel_Carson_Specs_06-28-22_VOL_2.pdf	PDF	Jun 1, 2023
Construction_Contract_Administration.docx	DOCX document	Jun 1, 2023
B08-Bid_Schedule.pdf	PDF	Jun 1, 2023
A06_Rachel_Carson_Specs_06-28-22_VOL_1.pdf	PDF	Jun 1, 2023

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BROWN STREET

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EXISTING SMALL GARAGE

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EXISTING MAIN HOUSE

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EXISTING DAM AND PEDESTRIAN BRIDGE

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EXISTING WELL

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EXISTING WELL (TO BE ABANDONED)

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EXISTING TRANSFORMER AND COMM BOXES

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FERNALD

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BROOK

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EXISTING FIRE RING

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EXISTING SEPTIC TANK ACCESS CI COVER

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GRID NORTH

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MAINE STATE PLANE

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EXISTING METAL FENCE

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EXISTING METAL SWING GATE

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EXISTING PAVED DRIVE

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EXISTING PAVED DRIVE

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300' SETBACK FROM MOUSAM RIVER

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300' SETBACK FROM FERNALD BROOK

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100' SETBACK FROM FERNALD BROOK

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EXISTING TRAIL

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%%UGRAPHIC SCALE

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KENNEBUNK, MAINE

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SHEET

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DESIGNED:

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DRAWN:

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DISCIPLINE

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SHEET NO

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U.S. FISH AND WILDLIFE SERVICE

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MULTI-PURPOSE FACILITY

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BY:

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DATE:

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REVISIONS:

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NO.

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RACHEL CARSON NATIONAL WILDLIFE REFUGE

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AutoCAD SHX Text 06/28/2022

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ISSUED FOR BIDDING

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OVERALL EXISTING

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CONDITIONS SITE PLAN

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CX101

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PJM

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DEW

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CX101

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OVERALL EXISTING CONDITIONS SITE PLAN

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SCALE: 1"=40'

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EXISTING LOT LINE, TYP

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EXISTING RIGHT-OF-WAY LINE

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EXISTING LOT LINE, TYP

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EXISTING LARGE GARAGE

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EXISTING RIGHT-OF-WAY LINE

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FERNALD

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BROOK

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100' SETBACK FROM FERNALD BROOK

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APPROXIMATE HIGH WATER LINE, TYP

AutoCAD SHX Text NOTES: : 1. COORDINATE WITH THE CONTRACTING OFFICER FOR USE OF COORDINATE WITH THE CONTRACTING OFFICER FOR USE OF BACK (EASTERLY OF LARGE GARAGE) UNIT PAVER PARKING AREA FOR LAYDOWN AREA. 2. COORDINATE WITH THE CONTRACTING OFFICER FOR SOIL COORDINATE WITH THE CONTRACTING OFFICER FOR SOIL STOCKPILE LOCATION(S). SEE RECOMMENDED SOIL STOCKPILE LOCATION ON SHEET CD101.

AutoCAD SHX Text PROJECT BENCHMARKS ARE AS FOLLOWS: BM1: DRILL HOLE ON THE TOP OF THE EXISTING GRANITE RETAINING WALL DRILL HOLE ON THE TOP OF THE EXISTING GRANITE RETAINING WALL ON THE WESTERLY SIDE OF THE BUILDING. TBM1 ELEVATION: 30.70' BM2: TOP OF CUT OFF PIPE AT THE END OF THE RETAINING WALL ON THE TOP OF CUT OFF PIPE AT THE END OF THE RETAINING WALL ON THE EASTERLY SIDE OF THE BUILDING. TBM2 ELEVATION: 26.55'

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%%UBENCHMARK NOTE

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(TIDAL UP TO DAM)

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MOUSAM RIVER 250' SHORELAND ZONE

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FERNALD BROOK 250' SHORELAND ZONE

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300' SETBACK FROM FERNALD BROOK

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EXISTING STORM DRAIN OUTFALL (NOT FOUND)

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EXISTING STORM DRAIN OUTFALL (ERODED)

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%%UGRAPHIC SCALE

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KENNEBUNK, MAINE

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SHEET

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DESIGNED:

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DRAWN:

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DISCIPLINE

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SHEET NO

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U.S. FISH AND WILDLIFE SERVICE

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MULTI-PURPOSE FACILITY

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BY:

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DATE:

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REVISIONS:

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NO.

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RACHEL CARSON NATIONAL WILDLIFE REFUGE

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AutoCAD SHX Text 06/28/2022

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ISSUED FOR BIDDING

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SITE REMOVALS PLAN

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CD101

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PJM

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DEW

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CD101

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SCALE: 1"=30'

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%%UKEYNOTES

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(THIS SHEET ONLY)

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CATCH BASIN INLET PROTECTION. SEE DETAIL 3/C-502.

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SEDIMENT CONTROL FILTER SOCK. SEE DETAIL 2/C-502.

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STRIP AND STOCKPILE EXISTING TOPSOIL, ±4" THICK.

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NOT USED.

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APPROXIMATE LIMIT OF SOIL DISTURBANCE, TYP

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FERNALD

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BROOK

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CLEAR EXISTING WOODS AND GRUB OUT STUMPS.

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AutoCAD SHX Text UNLESS INDICATED OTHERWISE, REMOVE ALL TREES WITHIN LIMIT OF DISTURBANCE AND NORTH OF EXISTING DRIVEWAY. (DIAMETER OF TREES TO BE REMOVED IS INDICATED).

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REMOVE EXISTING SHRUB(S) AND STUMP(S).

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COORDINATE WITH SPECTRUM AND REMOVE EXISTING TELEPHONE BOX, TYP OF 3.

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AutoCAD SHX Text CONFIRM POWER IS SHUT-OFF AND DISCONNECTED. REMOVE AND SALVAGE TO KLPD EXISTING TRANSFORMER. COORDINATE WORK WITH KLPD.

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AutoCAD SHX Text REMOVE EXISTING PRIMARY WIRING AND 2-1/2" CONDUIT, AND COMMUNICATION CABLE AND ±2" CONDUIT.

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REMOVE EXISTING WIRING AND CONDUIT.

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AutoCAD SHX Text REMOVE EXISTING METAL PICKET FENCE, ±6' HIGH AND±12" DIA CONCRETE FENCE POSTS BASES, ±4' DEEP.

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AutoCAD SHX Text REMOVE EXISTING STONE MASONRY GATE POSTS (±3'-0"x±3'-0"x±8'-0" HIGH) AND METAL SWING GATE.

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AutoCAD SHX Text REMOVE EXISTING ±2'-0"x±2'-0"x±2'-0" DEEP)MORTARED STONE CATCH BASIN AND 6" DIA ORANGEBURG PIPE. CAP OR PLUG DOWNGRADE END OF PIPE REMAINING

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AutoCAD SHX Text ABANDON EXISTING WELL. SEE SPECIFICATION SECTION 331113, "POTABLE WATER SUPPLY WELLS" FOR MORE INFORMATION.

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REMOVE EXISTING 15" DIA CORRUGATED METAL PIPE.

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SEE NOTE 2, THIS SHEET

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SAWCUT

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(TYP)

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(TYP)

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EXISTING STRUCTURE SCHEDULE

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INVERT OUT ELEVATION

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(DIAMETER & MATERIAL)

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STRUCTURE

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RIM ELEV

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INVERT IN ELEVATION

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(DIAMETER & MATERIAL)

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NOTES

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19.32 (12"PVC)

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24" SQUARE CONCRETE STRUCTURE

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ECB1

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20.44 (8" PVC)

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20.40 (4" PE)

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ROADWAY UNDERDRAIN

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22.23 (15" CMP)

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24" DIA ACCMP STRUCTURE

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ECB2

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%%P22.3 (10" PVC)

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22.80 (6")

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23.85 (10" PVC)

AutoCAD SHX Text 27.68

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ECB3

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26.30 (6" PVC)

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24.62 (4" PVC)

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24.36 (4")

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25.14 (4" PE)

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25.03 (4" CLAY)

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24" DIA ACCMP STRUCTURE

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ECB1

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EXISTING (ERODED) INV OUT ELEV: ±12.5'

AutoCAD SHX Text NOTES: : 1. REFER TO SHEET CU103 FOR REMOVALS ASSOCIATED REFER TO SHEET CU103 FOR REMOVALS ASSOCIATED WITH INSTALLATION OF THE PHOTOVOLTAIC ARRAY, FORCE MAIN SEWER LINE AND WASTEWATER DISPOSAL AREA. 2. REMOVE EXISTING UNIT PAVERS TO MINIMUM 9" BEYOND REMOVE EXISTING UNIT PAVERS TO MINIMUM 9" BEYOND NEW EDGE FOR INSTALLATION OF SOLDIER COURSE. 3. COORDINATE WITH THE CONTRACTING OFFICER FOR USE COORDINATE WITH THE CONTRACTING OFFICER FOR USE OF UNIT PAVER PARKING AREA FOR LAYDOWN AREA.

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ECB2

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ECB3

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EXISTING TREE TO REMAIN

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AutoCAD SHX Text 5",6",10"

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AutoCAD SHX Text 12",18"

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AutoCAD SHX Text 24"

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AutoCAD SHX Text 12",20"

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(TYP)

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(TYP)

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(TYP)

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AutoCAD SHX Text SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, ±6" THICK AT BROWNSTREET, ±3" THICK AT OTHER LOCATIONS.

AutoCAD SHX Text REMOVE EXISTING UNIT PAVERS. CAREFULLY SALVAGE AND SAVE FOR REUSE ENOUGH PAVERS TO COVER A MINIMUM OF 2600 SQUARE FEET AND MINIMUM 300 LINEAR FEET OF SOLDIER COURSE.

AutoCAD SHX Text REPAIR EXISTING FENCE IN THIS AREA. REMOVE EXISTING METAL PICKET FENCE, ±6'HIGH (8 ±8' LONG SECTIONS, BOLTED), ANDSAVE FOR REINSTALLATION. SEE SHEET CS101 AND DETAIL 8/C-509.

AutoCAD SHX Text STABILIZED CONSTRUCTION EXIT. SEE DETAIL 4/C-502. PROVIDE STABILIZED CONSTRUCTION EXIT AFTER REMOVAL OF SITE FEATURES IN THE AREA.

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APPROXIMATE EDGE OF EXISTING MEADOW

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EXISTING TRAIL

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REMOVE EXISTING ±10' DIA, ±12" HIGHCMU PLANTING BED.

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(TYP)

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(TYP)

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(TYP)

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(TYP)

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RECOMMENDED SOIL STOCKPILE LOCATION:

AutoCAD SHX Text SEDIMENT CONTROL FILTER SOCK (DETAIL 2/C-502) OR MIN 12" HIGH, 2'-0" WIDE EROSION CONTROL MIX BERM.

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APPROXIMATE LIMIT OF SOIL DISTURBANCE, TYP

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APPROXIMATE LIMIT OF SOIL DISTURBANCE, TYP

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GRID NORTH

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MAINE STATE PLANE

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AutoCAD SHX Text 1"=10'

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%%UGRAPHIC SCALE

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CHECK GRAPHIC SCALE BEFORE USING

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KENNEBUNK, MAINE

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SHEET

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DESIGNED:

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DRAWN:

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DISCIPLINE

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SHEET NO

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U.S. FISH AND WILDLIFE SERVICE

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MULTI-PURPOSE FACILITY

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BY:

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DATE:

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REVISIONS:

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NO.

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RACHEL CARSON NATIONAL WILDLIFE REFUGE

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AutoCAD SHX Text 06/28/2022

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ISSUED FOR BIDDING

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SITE REMOVALS PLAN

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- BUILDING AREA

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CD102

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PJM

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DEW

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CD102

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SITE REMOVALS PLAN - BUILDING AREA

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SCALE: 1"=10'

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%%UKEYNOTES

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(THIS SHEET ONLY)

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SEDIMENT CONTROL FILTER SOCK. SEE DETAIL 2/C-502.

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STRIP AND STOCKPILE EXISTING TOPSOIL, ±4" THICK.

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NOT USED.

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REMOVE EXISTING TREE AND GRUB OUT STUMP (DIAMETER INDICATED WITH KEYNOTE).

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REMOVE EXISTING SHRUB(S) AND STUMP(S).

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REMOVE EXISTING GROUNDCOVER AND PLANTING.

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AutoCAD SHX Text REMOVE EXISTING UNIT PAVERS. CAREFULLY SALVAGE AND SAVE FOR REUSE ENOUGH PAVERS TO COVER A MINIMUM OF 2600 SQUARE FEET AND MINIMUM 300 LINEAR FEET OF SOLDIER COURSE.

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REMOVE EXISTING ±12"X±12"X±12" DEEP PLASTICDRAIN AND 4" PIPE.

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AutoCAD SHX Text REMOVE EXISTING DRAIN STRUCTURE (VERTICAL 24" DIA CORRUGATED METAL PIPE). REFER TO EXISTING STRUCTURE SCHEDULE, SHEET CD101.

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REMOVE EXISTING STORM DRAIN LINE (MATERIAL INDICATED WITH KEYNOTE IF KNOWN).

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AutoCAD SHX Text SAWCUT AND REMOVE PORTION OF EXISTING SANITARY SEWER LINE. CAP END OF EXISTING LINE TO REMAIN WHERE INDICATED.

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AutoCAD SHX Text REMOVE EXISTING METAL FOUNTAIN, ±7' HIGH x±7' DIAMETER.

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REMOVE PORTION OF EXISTING FOUNDATION DRAIN.

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REMOVE PORTION OF BUILDING (NO BASEMENT). SEE DRAWING SD101 AND SD102.

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REMOVE PORTION OF BUILDING (WITH BASEMENT). SEE DRAWING SD101.

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(TYP)

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ECB2

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ECB3

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SEE SHEET CD101

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SEE SHEET CU103

AutoCAD SHX Text NOTE: REFER TO SHEET CU103 FOR REMOVALS ASSOCIATED WITH INSTALLATION OF THE PHOTOVOLTAIC ARRAY, FORCE MAIN SEWER LINE AND WASTEWATER DISPOSAL AREA

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PUMP OUT CONTENTS AND REMOVE EXISTING 1,000 GALLON CONCRETE SEPTIC TANK.

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REMOVE EXISTING CONCRETE MOW STRIP (±2'WIDE, 3" THICK).

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SAWCUT

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WITH CAP, TYP

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AutoCAD SHX Text REMOVE/REINSTALL ±8" THICK GRANITE SLAB/STEPSAS REQUIRED FOR PIPE INSTALLATION. REFER TO SHEET CU102.

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CORRUGATED METAL

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CORRUGATED METAL

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SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE PAVEMENT, ±3" THICK.

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REMOVE EXISTING WIRING AND CONDUIT WHERE INTERFERING WITH THE WORK.

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SEE NOTE 2, SHEET CD101

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SEE NOTE 2, SHEET CD101

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SEE LINE SCOPING NOTES, THIS SHEET

AutoCAD SHX Text LINE SCOPING NOTES: 1. COORDINATE WITH CONTRACTING OFFICER MINIMUM OF COORDINATE WITH CONTRACTING OFFICER MINIMUM OF 48 HOURS IN ADVANCE FOR VIDEO INSPECTION (AND CLEANING) OF ALL EXISTING FOUNDATION DRAINS TO REMAIN. 2. HAND EXCAVATE TO EXPOSE EXISTING FOUNDATION HAND EXCAVATE TO EXPOSE EXISTING FOUNDATION DRAIN (MIN 4 LOCATIONS). WITH CONTRACTING OFFICER PRESENT, CUT AND REMOVE PORTION OF PIPE AND VIDEO INSPECT PIPELINE INTERIOR IN BOTH DIRECTIONS (AS APPLICABLE). INCLUDE IN BID JET CLEANING (FULL LENGTH) OF ALL EXISTING FOUNDATION DRAINS TO REMAIN AND SECOND VIDEO INSPECTION AFTER CLEANING. 3. AT SOUTHWEST CORNER OF BUILDING, HAND EXCAVATE AT SOUTHWEST CORNER OF BUILDING, HAND EXCAVATE TO EXPOSE EXISTING 6" DIA STORM DRAIN. WITH CONTRACTING OFFICER PRESENT, CUT AND REMOVE PORTION OF PIPE AND VIDEO INSPECT PIPELINE INTERIOR IN BOTH DIRECTIONS. LOCATE/EXPOSE PIPE OUTLET. INCLUDE IN BID JET CLEANING (FULL LENGTH) OF EXISTING STORM DRAIN DRAIN AND SECOND VIDEO INSPECTION AFTER CLEANING.

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SEE LINE SCOPING NOTES, THIS SHEET

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SEE LINE SCOPING NOTES, THIS SHEET

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SEE LINE SCOPING NOTES, THIS SHEET

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SEE SHEET CU103

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EXISTING 6" INV ELEV: ±16.7'

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LIMIT OF BASEMENT FND WALL REMOVAL

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REMOVE EXISTING CONCRETE PAD, ±6" THICK.

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AutoCAD SHX Text SAWCUT AND REMOVE PORTION OF EXISTING PATIO (FLAGSTONE ON ±4" THICK REINF CONC PAD).

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EXIST 6" SEWER INV ELEV:18.0' (VIF)

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APPROXIMATE LIMIT OF SOIL DISTURBANCE, TYP

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APPROXIMATE LIMIT OF SOIL DISTURBANCE, TYP

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EXISTING DAM AND PEDESTRIAN BRIDGE

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EXISTING WELL

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FERNALD

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BROOK

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GRID NORTH

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MAINE STATE PLANE

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300' SETBACK FROM MOUSAM RIVER

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300' SETBACK FROM FERNALD BROOK

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100' SETBACK FROM FERNALD BROOK

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EXISTING TREELINE, TYP

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%%UGRAPHIC SCALE

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CHECK GRAPHIC SCALE BEFORE USING

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KENNEBUNK, MAINE

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SHEET

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DESIGNED:

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DRAWN:

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DISCIPLINE

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SHEET NO

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U.S. FISH AND WILDLIFE SERVICE

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MULTI-PURPOSE FACILITY

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BY:

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DATE:

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REVISIONS:

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NO.

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RACHEL CARSON NATIONAL WILDLIFE REFUGE

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AutoCAD SHX Text 06/28/2022

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ISSUED FOR BIDDING

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OVERALL SITE PLAN

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CO101

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PJM

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JSD

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CO101

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OVERALL SITE PLAN

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SCALE: 1"=40'

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EXISTING LOT LINE, TYP

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EXISTING RIGHT-OF-WAY LINE

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EXISTING LOT LINE, TYP

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EXISTING LARGE GARAGE

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EXISTING RIGHT-OF-WAY LINE

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FERNALD

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BROOK

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100' SETBACK FROM FERNALD BROOK

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APPROXIMATE HIGH WATER LINE, TYP

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EXISTING SMALL GARAGE

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APPROXIMATE LIMIT OF TREE CLEARING, TYP

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BUILDING ADDITION

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EXISTING BLDG

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SEPTIC TANKS AND PUMP STATION

AutoCAD SHX Text GROUND MOUNTED PHOTOVOLTAIC ARRAY IN FENCED ENCLOSURE (ADDITIVE NO. 1 AND ADDITIVE NO. 2)

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EMPLOYEE/GOV'T PARKING AREA

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VISITOR PARKING AREA

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EXISTING PAVER PARKING AREA

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PAVER PARKING AREA

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150' WELL SETBACK

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300' SETBACK FROM WASTEWATER DISPOSAL FIELD

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100' SETBACK FROM FERNALD BROOK

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50' SETBACK FROM FERNALD BROOK

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EXISTING LOT LINE, TYP

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BUS/RV PARKING

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(PONDED ABOVE DAM)

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100' WELL SETBACK

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FUTURE COMFORT STATION (NIC)

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RECONSTRUCT EXISTING STORM DRAIN OUTLET

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STORM DRAIN OUTLET AND LEVEL SPREADER

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50' SETBACK FROM FERNALD BROOK

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MOUSAM RIVER 250' SHORELAND ZONE

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FERNALD BROOK 250' SHORELAND ZONE

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WASTEWATER DISPOSAL FIELD

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(TIDAL)

AutoCAD SHX Text NOTE: COORDINATE WITH THE CONTRACTING OFFICER FOR : COORDINATE WITH THE CONTRACTING OFFICER FOR USE OF UNIT PAVER PARKING AREA FOR LAYDOWN AREA.

NOTE: COORDINATE WITH THE CONTRACTING OFFICER FOR : COORDINATE WITH THE CONTRACTING OFFICER FOR USE OF UNIT PAVER PARKING AREA FOR LAYDOWN AREA.

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BROWN STREET

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GEN

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KENNEBUNK, MAINE

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SHEET

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DESIGNED:

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DRAWN:

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DISCIPLINE

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SHEET NO

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U.S. FISH AND WILDLIFE SERVICE

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MULTI-PURPOSE FACILITY

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BY:

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DATE:

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REVISIONS:

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NO.

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RACHEL CARSON NATIONAL WILDLIFE REFUGE

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AutoCAD SHX Text 06/28/2022

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ISSUED FOR BIDDING

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GRID NORTH

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MAINE STATE PLANE

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AutoCAD SHX Text 1"=20'

AutoCAD SHX Text 40'

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%%UGRAPHIC SCALE

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CHECK GRAPHIC SCALE BEFORE USING

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SITE PLAN - PARKING AREA

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CS101

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PJM

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DEW

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CS101

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SITE PLAN - PARKING AREA

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SCALE: 1"=20'

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%%UKEYNOTES

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(THIS SHEET ONLY)

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GRANITE CURB. SEE DETAIL 2/C-504.

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APPROXIMATE LIMIT OF SOIL DISTURBANCE, TYP

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STAFF PARKING (48 SPACES)

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VISITOR PARKING (30 SPACES)

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BUS/RV PARKING (4 SPACES)

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ASPHALT CONCRETE PAVEMENT. SEE DETAIL 1/C-504.

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REINFORCED CONCRETE SIDEWALK. SEE DETAIL 4/C-504.

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METAL SWING GATE. SEE DETAIL 3/C-509.

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AutoCAD SHX Text 6" PLANTING SOIL, SEED (NO MOW LAWN SEED MIX), AND MULCH; ALL DISTURBED AREAS UNLESS INDICATED OTHERWISE.

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SEE SHEET CS102

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SEE SHEET CS102

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ACCESSIBLE CURB CUT. SEE DETAIL 7/C-504.

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TIPDOWN GRANITE CURB. SEE DETAIL 3/C-504.

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PAVEMENT MARKING - 12" WIDE WHITE STOP BAR AND STOP SIGN. SEE DETAIL 6/C-509.

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(TYP)

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(TYP)

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(TYP)

AutoCAD SHX Text T1

AutoCAD SHX Text T2

AutoCAD SHX Text T3

AutoCAD SHX Text T4

AutoCAD SHX Text T5

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ACCESSIBLE PARKING PAVEMENT MARKING AND SIGN. SEE DETAIL 2/C-509.

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PAVEMENT MARKING - 4" WIDE WHITE LINE.

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FUTURE COMFORT STATION (NIC)

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POST AND RAIL FENCE. SEE DETAIL 7/C-509

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REINFORCED CONCRETE PAD. SEE DETAIL 8/C-504.

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ACCESSIBLE CURB CUT. SEE DETAIL 7/C-504 (SIM).

AutoCAD SHX Text PAVEMENT MARKING - CROSSWALK, 2'-0" WIDE x 10'-0" LONG WHITE BAR AT 4'-0" ON CENTER.

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DUMPSTER PAD

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GENERATOR PAD

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PAVEMENT MARKING - TRAFFIC DIRECTION ARROW. SEE DETAIL 5/C-509.

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(TYP)

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(TYP)

AutoCAD SHX Text ELECTRIC VEHICLE CHARGING STATION ON CONCRETE BASE (SEE DETAIL 5/C-505), AND TWO 6"x6" CEDAR (GUARD) POSTS (SEE DETAIL 2/CU101, SIM).

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REPAIR FENCE IN THIS AREA (8 FENCE POST BASES REQUIRED) SEE DETAIL 8/C-509.

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(GATE 2)

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(GATE 1)

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RELOCATED COTTAGE (NIC)

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APPROXIMATE LIMIT OF SOIL DISTURBANCE, TYP

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STORMWATER TREATMENT AREA. SEE SHEET CG101 AND DETAIL 1/C-503.

AutoCAD SHX Text TRAFFIC SIGN - "RESERVED PARKING FOR PLUG-IN ELECTRIC VEHICLES. SEE DETAIL 6/C-509.

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KENNEBUNK, MAINE

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SHEET

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DESIGNED:

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DRAWN:

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DISCIPLINE

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SHEET NO

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U.S. FISH AND WILDLIFE SERVICE

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MULTI-PURPOSE FACILITY

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BY:

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DATE:

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REVISIONS:

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NO.

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RACHEL CARSON NATIONAL WILDLIFE REFUGE

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AutoCAD SHX Text 06/28/2022

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ISSUED FOR BIDDING

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GRID NORTH

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MAINE STATE PLANE

AutoCAD SHX Text 5'

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

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%%UGRAPHIC SCALE

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CHECK GRAPHIC SCALE BEFORE USING

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SITE PLAN - BUILDING AREA

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CS102

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PJM

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DEW

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CS102

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SITE PLAN - BUILDING AREA

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SCALE: 1"=10'

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SEE SHEET CS101

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SEE SHEET CS101

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%%UKEYNOTES

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(THIS SHEET ONLY)

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ASPHALT CONCRETE PAVEMENT. SEE DETAIL 1/C-504.

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ASPHALT CONCRETE SIDEWALK. SEE DETAIL 5/C-504.

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REINFORCED CONCRETE SIDEWALK. SEE DETAIL 4/C-504.

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AutoCAD SHX Text 6" PLANTING SOIL, SEED (NO MOW LAWN SEED MIX), AND MULCH; ALL DISTURBED AREAS UNLESS INDICATED OTHERWISE.

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FUTURE PLANTING BED. SEE SHEET LS101.

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MOW STRIP/DRIP EDGE. SEE DETAIL 4/C-509.

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MULTI PURPOSE BUILDING

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REINFORCED CONCRETE SIDEWALK, 6" THICK. SEE DETAIL 4/C-504 (SIM).

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UNIT PAVER DRIVE. SEE DETAIL 9/C-504.

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BASEMENT WALL

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SEGMENTAL RETAINING WALL. SEE DETAIL 5/C-508.

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CONCRETE STAIRS (AT GRADE). SEE DETAIL 4/C-508

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CONCRETE STOOP ON FROST WALL. SEE DETAIL 2/SB505.

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REINFORCED CONCRETE PAD (MECHANICAL EQUIPMENT). SEE DETAIL 8/C-504

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POST AND RAIL FENCE. SEE DETAIL 7/C-509

AutoCAD SHX Text RESET EXISTING GRANITE SLABS/STEPS ON MIN 6" THICK COMPACTED AGGREGATE SUBBASE COURSE.

AutoCAD SHX Text R45.0'

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R2.0' (TYP)

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CONCRETE STOOP/STAIR (EXTERIOR DOOR). SEE DETAILS 1/C-508 AND 3/SB505.

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CONCRETE STOOP/STAIR (MAIN ENTRANCE). SEE DETAILS 3/C-508 AND 1/SB505.

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AutoCAD SHX Text NOTE: : REFER TO LANDSCAPE DRAWINGS LS101 AND LS102 FOR ADDITIONAL PLANTING INFORMATION.

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SEE SHEET CS101

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NOT TO SCALE

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%%UTYP WINDOW WELL DETAIL

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EXISTING

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CS102

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%%UCS102

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GEOTEXTILE UNDER STONE. TYP

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FINISH GRADE

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BASEMENT WINDOW

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SUBGRADE

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COMPACT

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BUILDING LINE

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WINDOW WELL

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AutoCAD SHX Text C-506

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WINDOW WELL. SEE DETAIL 2/CS102.

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APPROXIMATE LIMIT OF SOIL DISTURBANCE, TYP

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APPROXIMATE LIMIT OF SOIL DISTURBANCE, TYP

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BROWN STREET

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GEN

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GRID NORTH

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MAINE STATE PLANE

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AutoCAD SHX Text 1"=20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 20'

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%%UGRAPHIC SCALE

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CHECK GRAPHIC SCALE BEFORE USING

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KENNEBUNK, MAINE

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SHEET

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DESIGNED:

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DRAWN:

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DISCIPLINE

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SHEET NO

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U.S. FISH AND WILDLIFE SERVICE

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MULTI-PURPOSE FACILITY

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BY:

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DATE:

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REVISIONS:

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NO.

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RACHEL CARSON NATIONAL WILDLIFE REFUGE

AutoCAD SHX Text

AutoCAD SHX Text 06/28/2022

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ISSUED FOR BIDDING

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SITE LAYOUT PLAN

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CL101

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PJM

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DEW

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CL101

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SITE LAYOUT PLAN

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SCALE: 1"=20'

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APPROXIMATE LIMIT OF SOIL DISTURBANCE, TYP

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EXISTING LOT LINE, TYP

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EXISTING PROPERTY LINE, TYP

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STAFF PARKING (48 SPACES)

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VISITOR PARKING (30 SPACES)

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BUS/RV PARKING (4 SPACES)

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%%ULAYOUT NOTES:

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1. UNLESS NOTED OTHERWISE THE DIMENSIONS SHOWN UNLESS NOTED OTHERWISE THE DIMENSIONS SHOWN ARE TO THE EDGE OF PAVEMENT, EDGE OF CONCRETE WALK, CENTER OF PAVEMENT MARKING, EXPOSED FACE OF CURB, AND EXTERIOR FACE OF BUILDING FOUNDATION. 2. WALKS ABUTTING CURBS ARE DIMENSIONED FROM WALKS ABUTTING CURBS ARE DIMENSIONED FROM EDGE OF CONCRETE WALK TO EDGE OF CONCRETE WALK/BACK OF CURB. DIMENSION SHOWN DOESN'T INCLUDE THE WIDTH OF THE CURB. 3. SEE SHEETS CS102 AND CU103 FOR ADDITIONAL SEE SHEETS CS102 AND CU103 FOR ADDITIONAL LAYOUT INFORMATION. 4. DIMENSIONS ARE IN DECIMAL FEET UNLESS NOTED DIMENSIONS ARE IN DECIMAL FEET UNLESS NOTED OTHERWISE.

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AutoCAD SHX Text POINT NORTHING EASTING DESCRIPTION EASTING DESCRIPTION DESCRIPTION 1 193755.8785 2854923.5714 SPIKE 193755.8785 2854923.5714 SPIKE 2854923.5714 SPIKE SPIKE 2 NOT USED NOT USED 3 NOT USED NOT USED 4 193631.0600 2855175.4160 SPIKE 193631.0600 2855175.4160 SPIKE 2855175.4160 SPIKE SPIKE 5 193841.6364 2854688.6613 SPIKE 193841.6364 2854688.6613 SPIKE 2854688.6613 SPIKE SPIKE 6 NOT USED NOT USED 7 NOT USED NOT USED 8 193909.4121 2855088.9890 SPIKE 193909.4121 2855088.9890 SPIKE 2855088.9890 SPIKE SPIKE 9 NOT USED NOT USED 10 193843.7557 2854733.4542 PC 193843.7557 2854733.4542 PC 2854733.4542 PC PC 11 193823.8488 2854770.4015 PC 193823.8488 2854770.4015 PC 2854770.4015 PC PC 12 193887.4876 2854802.9872 CORNER 193887.4876 2854802.9872 CORNER 2854802.9872 CORNER CORNER 13 193910.3616 2854977.8491 PC 193910.3616 2854977.8491 PC 2854977.8491 PC PC 14 193899.8565 2855078.4489 PT 193899.8565 2855078.4489 PT 2855078.4489 PT PT 15 193881.2014 2855077.0592 PC 193881.2014 2855077.0592 PC 2855077.0592 PC PC 16 193824.9217 2855192.5658 CORNER 193824.9217 2855192.5658 CORNER 2855192.5658 CORNER CORNER 17 193781.9306 2855171.2170 CORNER 193781.9306 2855171.2170 CORNER 2855171.2170 CORNER CORNER 18 193772.7643 2855099.6805 PC 193772.7643 2855099.6805 PC 2855099.6805 PC PC 19 193744.2900 2855085.5880 PC 193744.2900 2855085.5880 PC 2855085.5880 PC PC 20 193700.6118 2854948.5313 PT 193700.6118 2854948.5313 PT 2854948.5313 PT PT 21 193810.8008' 2854744.0204 PC 193810.8008' 2854744.0204 PC 2854744.0204 PC PC POINT NORTHING EASTING DESCRIPTION EASTING DESCRIPTION DESCRIPTION 22 193820.5854 2854818.6234 PT 193820.5854 2854818.6234 PT 2854818.6234 PT PT 23 193832.6639 2854846.4655 CORNER 193832.6639 2854846.4655 CORNER 2854846.4655 CORNER CORNER 24 193850.8684 2854985.6315 PC 193850.8684 2854985.6315 PC 2854985.6315 PC PC 25 193851.8804 2855016.2190 PT 193851.8804 2855016.2190 PT 2855016.2190 PT PT 26 193869.4398 2855022.4998 PT 193869.4398 2855022.4998 PT 2855022.4998 PT PT 27 193864.1638 2855051.8349 PCC 193864.1638 2855051.8349 PCC 2855051.8349 PCC PCC 28 193815.2328 2855048.5847 PT 193815.2328 2855048.5847 PT 2855048.5847 PT PT 29 193831.8938 2855037.1764 CORNER 193831.8938 2855037.1764 CORNER 2855037.1764 CORNER CORNER 30 193812.0487 2854885.4689 CORNER 193812.0487 2854885.4689 CORNER 2854885.4689 CORNER CORNER 31 193776.5706 2854858.1498 PT 193776.5706 2854858.1498 PT 2854858.1498 PT PT 32 193793.4919 2854826.7438 PC 193793.4919 2854826.7438 PC 2854826.7438 PC PC 33 193745.2226 2854907.8986 PC 193745.2226 2854907.8986 PC 2854907.8986 PC PC 34 193756.0577 2854920.0232 CORNER 193756.0577 2854920.0232 CORNER 2854920.0232 CORNER CORNER 35 193772.4007 2855044.9588 CORNER 193772.4007 2855044.9588 CORNER 2855044.9588 CORNER CORNER 36 193790.8972 2855047.5819 PT 193790.8972 2855047.5819 PT 2855047.5819 PT PT 37 193791.4613 2855051.8943 PT 193791.4613 2855051.8943 PT 2855051.8943 PT PT 38 193762.7589 2855072.4132 PC 193762.7589 2855072.4132 PC 2855072.4132 PC PC 39 193753.1613 2855067.6632 PC 193753.1613 2855067.6632 PC 2855067.6632 PC PC 40 193718.2187 2854958.0178 PT 193718.2187 2854958.0178 PT 2854958.0178 PT PT

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%%ULAYOUT COORDINATES

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RELOCATED COTTAGE (NIC)

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BROWN STREET

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GEN

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GRID NORTH

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MAINE STATE PLANE

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AutoCAD SHX Text 1"=20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 20'

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%%UGRAPHIC SCALE

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CHECK GRAPHIC SCALE BEFORE USING

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KENNEBUNK, MAINE

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SHEET

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DESIGNED:

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DRAWN:

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DISCIPLINE

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SHEET NO

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U.S. FISH AND WILDLIFE SERVICE

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MULTI-PURPOSE FACILITY

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BY:

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DATE:

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REVISIONS:

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NO.

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RACHEL CARSON NATIONAL WILDLIFE REFUGE

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AutoCAD SHX Text 06/28/2022

AutoCAD SHX Text

ISSUED FOR BIDDING

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SITE UTILITY PLAN - WEST

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CU101

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PJM

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DEW

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CU101

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SITE UTILITY PLAN - WEST

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SCALE: 1"=20'

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%%UKEYNOTES

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(THIS SHEET ONLY)

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AutoCAD SHX Text NOTE: : REFER TO SHEETS CG101 AND CG102 FOR STORM DRAINAGE AND FOUNDATION DRAINAGE INFORMATION.

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NOT USED.

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AutoCAD SHX Text TRANSFORMER ON TRANSFORMER PAD. TRANSFORMER FURNISHED AND INSTALLED BY KLPD. TRANSFORMER PAD FURNISHED BY KLPD (CONTRACTOR TO PICK UP AT KLPD OFFICE) AND INSTALLED BY CONTRACTOR IN ACCORDANCE WITH KLPD REQUIREMENTS.

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AutoCAD SHX Text RGS CONDUIT RISERS WITH STANDOFF BRACKETS ON EXISTING UTILITY POLE. PROVIDE IN ACCORDANCE WITH KENNEBUNK LIGHT AND POWER DISTRICT (KLPD) REQUIREMENTS.

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AutoCAD SHX Text UNDERGROUND COMMUNICATIONS AND ELECTRIC SERVICE (PRIMARY) IN CONDUIT TRENCH. SEE DETAIL 2/C-505.

AutoCAD SHX Text

GENERATOR ON REINFORCED CONCRETE PAD. SEE DETAIL 8/C-504.

AutoCAD SHX Text

LIGHTPOLE ON CONCRETE BASE. SEE SHEET ES101 AND DETAIL 5/C-505.

AutoCAD SHX Text ELECTRIC HANDHOLE (MIN SIZE 12"x18"x24" DEEP) AT FUTURE VEHICLE CHARGING STATION. SEE DETAIL 3/C-505.

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(TYP)

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(TYP)

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(TYP)

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(TYP)

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(TYP)

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(TYP)

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(TYP)

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(TYP)

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ELECTRIC VEHICLE CHARGING STATION ON CONCRETE BASE. SEE DETAIL 5/C-505.

AutoCAD SHX Text

AutoCAD SHX Text 6x6 CEDAR POST WITH POST-MOUNTED DUPLEX RECEPTACLE. SEE DETAIL 2/CU101.

AutoCAD SHX Text

SEE SHEET CU102

AutoCAD SHX Text

SEE SHEET CU102

AutoCAD SHX Text

AutoCAD SHX Text UNDERGROUND CONDUIT IN CONDUIT TRENCH FOR FUTURE COMFORT STATION. SEE DETAIL 1/C-505.

AutoCAD SHX Text

AutoCAD SHX Text UNDERGROUND ELECTRIC (SECONDARY SERVICE) LINE IN CONDUIT TRENCH. SEE DETAIL 2/C-505.

AutoCAD SHX Text

UNDERGROUND ELECTRIC LINE IN CONDUIT TRENCH. SEE DETAIL 1/C-505.

AutoCAD SHX Text

UNDERGROUND COMMUNICATIONS (SERVICE) LINE IN CONDUIT TRENCH. SEE DETAIL 2/C-505.

AutoCAD SHX Text

AutoCAD SHX Text UNDERGROUND ELECTRIC AND COMMUNICATION LINES IN CONDUIT TRENCH (TO GENERATOR). SEE DETAIL 1/C-505.

AutoCAD SHX Text

PEDESTAL MOUNTED ELECTRIC PANELS AND ELECTRIC METERS. SEE SHEET EP501.

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

(TYP)

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(TYP)

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(TYP)

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(TYP)

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(TYP)

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(TYP)

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(TYP)

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AutoCAD SHX Text ELECTRIC HANDHOLE (MIN SIZE 18"x24"x24" DEEP). SEE DETAIL 3/C-505.

AutoCAD SHX Text

AutoCAD SHX Text COMMUNICATIONS HANDHOLE (MIN SIZE 18"x24"x24" DEEP). SEE DETAIL 3/C-505.

AutoCAD SHX Text ELECTRIC HANDHOLE (MIN SIZE 12"x18"x24" DEEP) AT FUTURE COMFORT STATION. SEE DETAIL 3/C-505.

AutoCAD SHX Text

COORDINATE CONDUIT TRENCH INSTALLATION WITH FENCE REMOVAL/REPAIR

AutoCAD SHX Text CEDAR POST NOTE: PROVIDE POSTS OF NORTHERN WHITE CEDAR, STRUCTURAL GRADE #1, STAINED W/2 COATS WOOD STAIN (COLOR TBD) AFTER INSTALLATION.

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%%UTYP POST MOUNTED RECEPTACLE DETAIL

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NOT TO SCALE

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CU101

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%%UCS101,CU101,ES101

AutoCAD SHX Text 6"x6" CEDAR POST WITH TOP CUT AT ANGLE, TYP

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WEATHERPROOF DUPLEX RECEPTACLE

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FINISH GRADE

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RGS CONDUIT ABOVE GRADE

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CONDUIT IN CONDUIT TRENCH

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C-505

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GRID NORTH

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MAINE STATE PLANE

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%%UGRAPHIC SCALE

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CHECK GRAPHIC SCALE BEFORE USING

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KENNEBUNK, MAINE

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SHEET

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DESIGNED:

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DRAWN:

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DISCIPLINE

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SHEET NO

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U.S. FISH AND WILDLIFE SERVICE

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MULTI-PURPOSE FACILITY

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BY:

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DATE:

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REVISIONS:

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NO.

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RACHEL CARSON NATIONAL WILDLIFE REFUGE

AutoCAD SHX Text

AutoCAD SHX Text 06/28/2022

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ISSUED FOR BIDDING

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SITE UTILITY PLAN - BUILDING AREA

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CU102

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PJM

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DEW

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CU102

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SITE UTILITY PLAN - BUILDING AREA

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SCALE: 1"=10'

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SEE SHEET CU101

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SEE SHEET CU101

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%%UKEYNOTES

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(THIS SHEET ONLY)

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MULTI PURPOSE BUILDING

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BASEMENT WALL

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MODIFY EXISTING WATER WELL. SEE DETAIL 3/C-506.

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NOT USED.

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CONNECT WATER LINE TO EXISTING WATER LINE.

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SEE SHEET CU103

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SANITARY SEWER LINE IN PIPE TRENCH. SEE DETAIL 4/C-505.

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CAP EXISTING SANITARY SEWER LINE AND ABANDON IN PLACE.

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2,500 GALLON SEPTIC TANK. SEE DETAIL 4/C-507.

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PUMP STATION. SEE DETAIL 1/C-507.

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PRESSURE SEWER LINE IN PIPE TRENCH. SEE DETAIL 4/C-505.

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AutoCAD SHX Text PROVIDE MIN 6" VERTICAL SEPARATION BETWEEN PRESSURE SEWER LINE AND STORM DRAIN LINE AT CROSSING.

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TUNNEL PRESSURE SEWER LINE UNDER EXISTING ELECTRIC LINE(S).

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WATER LINE IN PIPE TRENCH. SEE DETAIL 4/C-505.

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AutoCAD SHX Text UNDERGROUND ELECTRIC (SECONDARY SERVICE) LINE IN CONDUIT TRENCH. SEE DETAIL 2/C-505.

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UNDERGROUND ELECTRIC LINE IN CONDUIT TRENCH. SEE DETAIL 1/C-505.

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LIGHTED BOLLARD ON CONCRETE BASE. SEE SHEET ES101 AND DETAIL 5/C-505.

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NOT USED.

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UC(2-2")

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UE(2-2.5")

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UE(3"), UC(2-1")

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(TYP)

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(TYP)

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(TYP)

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(TYP)

AutoCAD SHX Text NOTE: : REFER TO SHEETS CG101 AND CG102 FOR STORM DRAINAGE AND FOUNDATION DRAINAGE INFORMATION.

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100' SETBACK FROM FERNALD BROOK

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EXISTING 6" DIA CAST IRON SANITARY LINE. INV ELEV: ±18.0' (VIF)

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TANK 1

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TANK 2

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6" INV ELEV: 16.00'

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6" INV ELEV: 15.00'

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SEE SEWER LINE CROSSING NOTE, THIS SHEET

AutoCAD SHX Text SEWER LINE CROSSING NOTE: : 1. PRIOR TO COMMENCING EXCAVATION FOR SEPTIC TANKS AND PRIOR TO COMMENCING EXCAVATION FOR SEPTIC TANKS AND SEWER LINE FROM THE BUILDING, HAND OR VACUUM EXCAVATE POTHOLES AT TWO LOCATIONS WHERE SEWER LINE CROSSES EXISTING STORM DRAIN. REPORT CONFLICT (IF ANY) TO THE CONTRACTING OFFICER. DO NOT PROCEED WITH SEPTIC TANK OR SEWER PIPING INSTALLATION UNTIL CONFLICTS HAVE BEEN RESOLVED BY THE DESIGN ENGINEER.

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100' SETBACK FROM PUBLIC WATER SUPPLY WELL

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50' SETBACK FROM FERNALD BROOK

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SEE SHEET CU103

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UNDERGROUND COMMUNICATIONS (SERVICE) LINE IN CONDUIT TRENCH. SEE DETAIL 2/C-505.

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AutoCAD SHX Text UNDERGROUND ELECTRIC AND COMMUNICATION LINES IN CONDUIT TRENCH (TO GENERATOR). SEE DETAIL 1/C-505.

AutoCAD SHX Text 6"

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SEWER CLEANOUT. SEE DETAIL 2/C-506.

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SEE SHEET CU103 FOR CONTINUATION

SEE SHEET CU101

F I L E

U C

U d w g

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TP-1

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TP-3

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TP-5

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TP-6

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TP-2/P3

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GEN

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AutoCAD SHX Text E

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TP-4/P4

AutoCAD SHX Text P1

AutoCAD SHX Text P2

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AutoCAD SHX Text S

AutoCAD SHX Text E

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GRID NORTH

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MAINE STATE PLANE

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AutoCAD SHX Text 15'

AutoCAD SHX Text 30'

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 90'

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%%UGRAPHIC SCALE

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CHECK GRAPHIC SCALE BEFORE USING

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KENNEBUNK, MAINE

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SHEET

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DESIGNED:

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DRAWN:

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DISCIPLINE

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SHEET NO

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U.S. FISH AND WILDLIFE SERVICE

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MULTI-PURPOSE FACILITY

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BY:

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DATE:

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REVISIONS:

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NO.

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RACHEL CARSON NATIONAL WILDLIFE REFUGE

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AutoCAD SHX Text 06/28/2022

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ISSUED FOR BIDDING

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%%UKEYNOTES

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(THIS SHEET ONLY)

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100' SETBACK FROM FERNALD BROOK

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EXISTING LOT LINE, TYP

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SEE SHEET CU101

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SITE UTILITY PLAN - EAST

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CU103

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PJM

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DEW

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CU103

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SITE UTILITY PLAN - EAST

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SCALE: 1"=30'

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SEE SHEET CU102

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300' SETBACK FROM MOUSAM RIVER, TYP

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300' SETBACK FROM FERNALD BROOK, TYP

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TEST PIT, TYP

AutoCAD SHX Text NOTE: : REFER TO SHEETS CG101 AND CG102 FOR STORM DRAINAGE AND FOUNDATION DRAINAGE INFORMATION.

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STRIP AND STOCKPILE EXISTING TOPSOIL, %%P4" THICK

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PRECAST CONCRETE DISTRIBUTION BOX. SEE DETAIL 3/C-507.

AutoCAD SHX Text

SEE SHEET CU101

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SEE SHEET CU102

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SEE SHEET CU102

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SEE SHEET CU101

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ELEVATION REFERENCE POINT: NAIL IN PINE, ±21" ABOVE GRADE -ELEV:27.77'

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SANITARY SEWER LINE IN PIPE TRENCH. SEE DETAIL 4/C-505.

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2,500 GALLON SEPTIC TANK. SEE DETAIL 4/C-507.

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PUMP STATION. SEE DETAIL 1/C-507.

AutoCAD SHX Text

PRESSURE SEWER LINE IN PIPE TRENCH. SEE DETAIL 4/C-505.

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TUNNEL PRESSURE SEWER LINE UNDER EXISTING ELECTRIC LINE(S).

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50' SETBACK FROM FERNALD BROOK

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AutoCAD SHX Text 20'x50' GROUND MOUNTED PHOTOVOLTAIC PANEL ARRAY, TYP OF 2.

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CONDUIT IN CONDUIT TRENCH. SEE DETAIL 1/C-505.

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CHAIN LINK FENCE. SEE DETAIL 1/C-509.

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NOT USED.

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STORM DRAIN LINE IN PIPE TRENCH. SEE DETAIL 4/C-505.

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AutoCAD SHX Text SECTION OF CHAIN LINK FENCE BETWEEN ADDITIVE NO. 1 AND ADDITIVE NO. 2 NOT REQUIRED IF ADDITIVE NO. 2 IS ACCEPTED.

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MINIMUM 6" THICK CRUSHED STONE SURFACE.

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STRIP AND STOCKPILE EXISTING TOPSOIL, %%P4" THICK

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AutoCAD SHX Text 20'x50' GROUND MOUNTED PHOTOVOLTAIC PANEL ARRAY, TYP OF 2.

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CONDUIT IN CONDUIT TRENCH. SEE DETAIL 1/C-505.

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CHAIN LINK FENCE. SEE DETAIL 1/C-509.

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PEDESTAL MOUNTED PV EQUIPMENT. SEE DETAIL 3/EP501.

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CHAIN LINK DOUBLE SWING GATE. SEE DETAIL 1/C-509.

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MINIMUM 6" THICK CRUSHED STONE SURFACE..

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NOT USED.

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SUBSURFACE WASTEWATER DISPOSAL FIELD. SEE DETAIL 2/C-507.

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APPROXIMATE LIMIT OF SOIL DISTURBANCE, TYP

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TYP

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TYP

AutoCAD SHX Text 4" DIA DISTRIBUTION PIPING (FROM D-BOX TO EACH CHAMBER ROW). SEE DETAIL 4/C-505 (SIM).

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%%UADDITIVE NO. 1 KEYNOTES

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(THIS SHEET ONLY)

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%%UADDITIVE NO. 2 KEYNOTES

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(THIS SHEET ONLY)

AutoCAD SHX Text 15" STORM DRAIN INVERT OUT ELEVATION: 13.00', WITH RIPRAP OUTLET PROTECTION (RECONSTRUCT EXISTING OUTFALL). SEE DETAIL 6/C-505.

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CONDUIT IN CONDUIT TRENCH. SEE DETAIL 1/C-505.

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AutoCAD SHX Text HANDHOLE: MINIMUM SIZE 12"x18"x24" AT ADDITIVE NO. 1 PEDESTAL LOCATION (NOT REQUIRED IF ADDITIVE NO. 1 IS SELECTED). SEE DETAIL 3/C-505.

AutoCAD SHX Text

1. SEE SHEETS CL101 AND CS102 FOR ADDITIONAL LAYOUT INFORMATION. SEE SHEETS CL101 AND CS102 FOR ADDITIONAL LAYOUT INFORMATION. 2. DIMENSIONS ARE IN DECIMAL FEET UNLESS NOTED OTHERWISE.DIMENSIONS ARE IN DECIMAL FEET UNLESS NOTED OTHERWISE.

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%%ULAYOUT NOTES:

AutoCAD SHX Text POINT NORTHING EASTING DESCRIPTION EASTING DESCRIPTION DESCRIPTION 1 193507.1033 2855683.9973 CORNER CONC CHAMBER 193507.1033 2855683.9973 CORNER CONC CHAMBER 2855683.9973 CORNER CONC CHAMBER CORNER CONC CHAMBER 2 193503.1941 2855620.1168 CORNER CONC CHAMBER 193503.1941 2855620.1168 CORNER CONC CHAMBER 2855620.1168 CORNER CONC CHAMBER CORNER CONC CHAMBER 3 193559.0895 3855616.6962 CORNER CONC CHAMBER 193559.0895 3855616.6962 CORNER CONC CHAMBER 3855616.6962 CORNER CONC CHAMBER CORNER CONC CHAMBER 4 193434.1743 2855318.1201 CORNER FENCE 193434.1743 2855318.1201 CORNER FENCE 2855318.1201 CORNER FENCE CORNER FENCE 5 193504.1743 2855318.1201 CORNER FENCE 193504.1743 2855318.1201 CORNER FENCE 2855318.1201 CORNER FENCE CORNER FENCE 6 193504.1743 2855393.1201 CORNER FENCE193504.1743 2855393.1201 CORNER FENCE2855393.1201 CORNER FENCECORNER FENCE

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%%ULAYOUT COORDINATES

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(THIS SHEET ONLY)

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INSPECTION PORT, TYP OF 4. SEE DETAIL 2/C-507

DISPOSAL FIELD RESERVE AREA

F I L E

G C

G d w g

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BROWN STREET

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GEN

AutoCAD SHX Text C

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FFE:22.61'

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AutoCAD SHX Text E

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KENNEBUNK, MAINE

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SHEET

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DESIGNED:

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DRAWN:

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DISCIPLINE

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SHEET NO

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U.S. FISH AND WILDLIFE SERVICE

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MULTI-PURPOSE FACILITY

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BY:

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DATE:

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REVISIONS:

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NO.

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RACHEL CARSON NATIONAL WILDLIFE REFUGE

AutoCAD SHX Text

AutoCAD SHX Text 06/28/2022

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ISSUED FOR BIDDING

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GRID NORTH

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MAINE STATE PLANE

AutoCAD SHX Text 10'

AutoCAD SHX Text 1"=20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 20'

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%%UGRAPHIC SCALE

AutoCAD SHX Text

CHECK GRAPHIC SCALE BEFORE USING

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GRADING, DRAINAGE AND EROSION

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CONTROL PLAN - PARKING AREA

AutoCAD SHX Text

CG101

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PJM

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DEW

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CG101

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GRADING, DRAINAGE AND EROSION CONTROL PLAN - PARKING AREA

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SCALE: 1"=20'

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%%UKEYNOTES

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(THIS SHEET ONLY)

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APPROXIMATE LIMIT OF SOIL DISTURBANCE, TYP

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EXISTING LOT LINE, TYP

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EXISTING PROPERTY LINE, TYP

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SEE SHEET CG102

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SEE SHEET CG102

AutoCAD SHX Text

VEGETATED SWALE WITH EROSION CONTROL BLANKET. SEE DETAIL 6/C-502.

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NOT USED.

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CATCH BASIN INLET PROTECTION. SEE DETAIL 3/C-502.

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AutoCAD SHX Text STORMWATER TREATMENT AREA,: GRASSED UNDERDRAINED SOIL FILTER. (TREATMENT AREA NUMBER INDICATED WITH KEYNOTE) SEE DETAIL 1/C-503.

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AutoCAD SHX Text STORMWATER TREATMENT AREA: BIORETENTION FILTER (TREATMENT AREA NUMBER INDICATED WITH KEYNOTE). SEE DETAILS 1/C-503 (SIM) AND 2/LS102.

AutoCAD SHX Text

CATCH BASIN. SEE STRUCTURE SCHEDULE, SHEET CG102 AND DETAIL 3/C-503.

AutoCAD SHX Text

AutoCAD…

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