Drawings.pdf

PDF 7 MB Posted Aug 5, 2022

Attached to: Campground Electrical Updates, West Thompson Lake, N. Grosvenordale, CT
Solicitation number: W912WJ22Q0124
Issued by: Department of the Army Corps of Engineers Engineering District New England

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Amendment W912WJ22Q0124-0002.pdf	PDF	Sep 1, 2022
Amendment W912WJ22Q0124-0001.pdf	PDF	Aug 24, 2022
Solicitation W912WJ22Q0124.pdf	PDF	Aug 5, 2022
Specifications.pdf	PDF	Aug 5, 2022

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GENERAL SITE PLAN AND NOTES

DESIGN FILESHEET NO.

G-001

INDEX TO DRAWINGS

SHEET TITLE

G-101

THA-WT-131_G-001.DWG COVER SHEET AND INDEX

THA-WT-131_G-101.DWG

US Army Corps of Engineers

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

New England District

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL

OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET

APPROVED FOR TECHNICAL ADEQUACY BY:

TECHNICAL LEAD ENGINEER DATE

DATE

APPROVED BY:

APPROVAL RECOMMENDED BY:

CHIEF, ENGINEERING DIVISION

This project was designed by the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents, within the scope of their employment as required by ER 1110-1-8152.

REVIEWED BY:

CHIEF, GEOTECHNICAL/WATER RESOURCES BRANCH

REVIEWED BY:

CHIEF, DESIGN BRANCH

CHIEF, GEO-ENVIRONMENTAL ENGINEERING BRANCH

CAMPGROUND ELECTRICAL UPGRADES

WEST THOMPSON LAKE

NORTH GROSVENORDALE, CONNECTICUT

AUG 2022

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NOT TO SCALE

NEW

HAMPSHIRE

MAINE

MASSACHUSETTS

CONN.

R.I.

BOSTON

PORTSMOUTH

CONCORD

PORTLAND

HARTFORD

PROV.

COD

AUGUSTA

BANGOR

VT.

PROJECT

LOCATION

ATLANTIC

OCEAN

VICINITY MAP

THOMPSON

WOODSTOCK

UNION

MANSFIELD

KILLINGLY

ASHFORD

EASTFORD

POMFRET

CHAPLIN

HAMPTON

BROOKLYN

PUTNAM

NOT TO SCALE

LOCATION MAP

PROJECT

LOCATION

CANADA

NOT TO SCALE

SEE INSET MAP

INSET MAP

WEST

THOMPSON

DAM

WEST

THOMPSON

ROAD

REARDON

ROAD

RAVENELLE

ROAD

BLAIN

ROAD

SEASTRAND

ROAD

GAUMOND

ROAD

OPERATIONS

PROJECT

OFFICE

WEST THOMPSON LAKE

PROJECT

LOCATION

DEMOLITION SITE PLAN I

CD101 THA-WT-131_ED-101.DWG3

ELECTRICAL NEW WORK RISER DIAGRAM E-601 THA-WT-131_E-601.DWG

ELECTRICAL LEGEND

ELECTRICAL DEMOLITION RISER DIAGRAM

ELECTRICAL DETAILS I

E-001

ED601

E-501

THA-WT-131_E-001.DWG

THA-WT-131_ED-601.DWG

THA-WT-131_E-501.DWG

SITE PLAN IIC-102 THA-WT-131_E-102.DWG

DEMOLITION SITE PLAN II

SITE PLAN I

CD102

C-101

THA-WT-131_ED-102.DWG

THA-WT-131_E-101.DWG

SHEET NO.

INDEX TO "FOR INFORMATION ONLY" DRAWINGS

SHEET TITLE

RECREATION FACILITIES PLAN AND DETAILS

RECREATION FACILITIES SEWER PROFILE

RECREATION FACILITIES PLAN AND SECTIONS

SPECIFICATIONS FOR ELECTRICAL UPGRADE FOR CAMPSITES 8-11

THA-32.002

THA-32.003

THA-32.004

N/A

RECREATION FACILITIES SITE PLAN AND INDEXTHA-32.001

TWO SHOWER COMFORT STATION ARCHITECTURAL SECTIONS AND DETAILSSTD-57.002

TWO SHOWER COMFORT STATION STRUCTURAL PLANS, SECTIONS AND STD-57.003

DETAILS

TWO SHOWER COMFORT STATION MECHANICAL PLANS, SECTIONS, ANDSTD-57.004

DETAIL

5 TWO SHOWER COMFORT STATION ELECTRICAL PLANS, ELEVATIONS ANDSTD-57.005

SCHEDULES

1 TWO SHOWER COMFORT STATION ARCHITECTURAL PLAN, ELEVATIONS,STD-57.001

SECTIONS AND DETAIL

W912WJ22Q0124

AutoCAD SHX Text N

E6EPDLPT

Typewritten Text

LPT/JMN

E6CD9LAJ

Text Box 7/28/22

E6CD9LAJ

Text Box N/A

E6CD9LAJ

Text Box N/A

Matt Tessier Text Box 7/28/22

SCALE: 1" = 100'

GENERAL SITE PLAN

US Army Corps of Engineers

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SEE SHEET

CD-102 AND

C-102

AMPHITHEATER

AREA

PICNIC SHELTER

AREA

CAMPSITE #1

LEAN-TO

CAMPSITE #2

CAMPSITE #3

CAMPSITE #4

CAMPSITE #6

CAMPSITE #8

CAMPSITE #9 & 10

CAMPSITE #5

CAMPSITE #7

CAMPSITE #11

CAMPGROUND

HOST SITE

CAMPGROUND

HOST SITE

GENERAL NOTES:

1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

2. TOPOGRAPHY SHOWN IS FROM A SURVEY CONDUCTED ON THE GROUND IN JANUARY OF 2022

BY THE NEW ENGLAND DISTRICT SURVEY SECTION OF THE U. S. ARMY CORPS OF ENGINEERS,

USING GPS AND CONVENTIONAL SURVEY METHODS.

3. THE HORIZONTAL DATUM IS BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD 83), FOR

THE STATE OF CONNECTICUT AND ARE SHOWN IN SURVEY FEET. THE VERTICAL DATUM IS

BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

4. ALL INTERRUPTIONS TO EXISTING ELECTRIC SERVICES & SYSTEMS AND COMMUNICATIONS

SHALL BE COORDINATED THROUGH THE CONTRACTING OFFICER REPRESENTATIVE (COR). THE

CONTRACTOR SHALL PROVIDE 72-HOURS NOTICE PRIOR TO ANY SERVICE INTERRUPTIONS, AND

SHALL BE SCHEDULED TO LIMIT THE IMPACT TO OPERATIONS, AS DETERMINED BY THE COR.

REFER TO STATEMENT OF WORK IN SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

5. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO CONFIRM THAT THE NEW WORK

WILL FIT TO THE EXISTING STRUCTURE AND SITE IN THE MANNER INTENDED AND SHOWN ON

THE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE COR PRIOR TO ANY ROUGH-INS,

FABRICATION, OR PERFORMING ANY WORK IN THE AREA INVOLVING DIFFERENCES.

NOTIFICATION SHALL BE IN THE FORM OF A DRAWING OR SKETCH INDICATING FIELD

MEASUREMENTS AND NOTES RELATED TO THE AREA. COMMENCEMENT OF WORK SHALL BE

CONSTRUED AS COMPLETE ACCEPTANCE OF EXISTING CONDITIONS INCLUDING PREPARATORY

WORK DONE BY OTHERS.

6. ELEMENTS OF THE ELECTRICAL WORK INCLUDE, BUT ARE NOT LIMITED TO PANELS,

TRANSFORMERS, DISCONNECTS, JUNCTION BOXES, AND ALL MAINTENANCE ACCESS POINTS

INCLUDING CABLE PULL SPACE.

7. "FULLY AND REASONABLY ACCESSIBLE" SHALL BE DEFINED AS; CAPABLE OF BEING ACCESSED

FOR SERVICE, REPAIR OR REPLACEMENT BY AN AVERAGE SIZED INDIVIDUAL, ON A LADDER IF

NECESSARY, AND CAPABLE OF BEING SERVICED OR REMOVED WITHOUT REMOVING,

MODIFYING OR DISTORTING OTHER COMPONENTS OF THE WORK OF OTHER TRADES.

CONFLICTS WITH MEETING THIS REQUIREMENT SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICERS REPRESENTATIVE (COR) IN A TIMELY MANNER.

9. ALL WIRING SHALL BE RUN CONCEALED UNLESS SPECIFIED OTHERWISE.

5. ALL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, RECTILINEAR TO

BUILDING STRUCTURE.

6. ALL COMPONENTS SHOWN ON THE RISER DIAGRAMS, BUT NOT ON THE PLAN OR VICE VERSA, SHALL BE INCLUDED AS IF SHOWN ON BOTH.

7. CONDUIT HOMERUNS SHOWN ON THE DRAWING WITH MORE THAN 3 CURRENT CARRYING

CONDUCTORS ARE SHOWN DIAGRAMATICALLY. THIS CONTRACTOR SHALL NOT INSTALL MORE

THAN 3 CURRENT CARRYING CONDUCTORS IN A RACEWAY UNLESS INSTALLATION COMPLIES

WITH ARTICLE 310 OF THE NATIONAL ELECTRIC CODE, NOTES TO AMPACITY TABLES

REGARDING CONDUCTOR ADJUSTMENT FACTORS.

8. PROVIDE ITEMS REFERRED TO, IN SINGULAR NUMBER IN CONTRACT DOCUMENTS IN

QUANTITIES NECESSARY TO COMPLETE WORK.

9. PERFORM WORK AND PROVIDE MATERIALS AND EQUIPMENT AS INDICATED. COORDINATE

ELECTRICAL WORK WITH WORK OF OTHER SECTIONS.

10. PERFORM WORK AS REQUIRED BY CODES, REGULATIONS AND LAWS OF LOCAL, STATE AND

FEDERAL GOVERNMENTS AND OTHER AUTHORITIES WITH LAWFUL JURISDICTION.

11. MATERIAL AND EQUIPMENT SHALL BE UL, NEMA, ANSI, IEEE, ADA & CBM APPROVED FOR

INTENDED SERVICE. MATERIAL AND INSTALLATION SHALL MEET REQUIREMENTS OF NATIONAL

AND STATE ELECTRICAL CODE.

12. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS.

13. DEVIATION FROM CONTRACT DOCUMENTS, OR PROPOSED SUBSTITUTION OF MATERIALS OR

EQUIPMENT FOR THOSE SPECIFIED, SHALL BE REQUESTED IN SEPARATE LETTER, WHETHER

DEVIATIONS ARE DUE TO FIELD CONDITIONS, STANDARD SHOP PRACTICE, OR OTHER CAUSE.

14. BRANCH CIRCUIT WIRING MAY NOT BE SHOWN GRAPHICALLY ON DRAWINGS AND MAY BE

INDICATED BY CIRCUIT NUMBERS BESIDE FIXTURES, DEVICES AND EQUIPMENT. PROVIDE

COMPLETE WIRING SYSTEM WHETHER OR NOT INDICATED GRAPHICALLY. PHASE BALANCE ALL

PANELBOARDS IN THE FIELD.

15. ALL FIREPROOFING FOR ELECTRICAL PENETRATIONS THROUGH FIRE-RATED WALLS OR

FIRE-RATED PARTITIONS SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR.

16. SYSTEMS FEEDERS AND BRANCH CIRCUITS WHICH PASS THROUGH ALTERED AREAS AND

SERVE OTHER AREAS SHALL BE MAINTAINED AS REQUIRED AND AS DIRECTED BY THE COR.

17. FURNISH AND INSTALL NAMEPLATES ON ALL ELECTRICAL EQUIPMENT (SCREW ON TYPE) AND

TYPEWRITTEN SCHEDULES OF CIRCUITS IN ALL PANELBOARDS.

18. ALL GROUNDING SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL AND STATE

ELECTRICAL CODES.

19. THE GOVERNMENT WILL NOT BE RESPONSIBLE FOR MEANS, METHODS, PROCEDURES,

TECHNIQUES, OR SEQUENCES OF CONSTRUCTION THAT ARE NOT SPECIFIED IN THE CONTRACT

DOCUMENTS. THE GOVERNMENT WILL NOT BE RESPONSIBLE FOR FAILURE BY THE

CONTRACTOR TO PERFORM WORK ACCORDING TO THE CONTRACT DOCUMENTS.

20. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD ENGINEERING REQUIRED FOR

COMPLETION OF THIS PROJECT. THE GOVERNMENT WILL NOT PROVIDE SURVEY SERVICES.

21. ALL TREES AND OTHER VEGETATION BOTH OUTSIDE OF AND WITHIN THE CONSTRUCTION AREA

NOT SPECIFICALLY DESIGNATED FOR REMOVAL SHALL BE PRESERVED AND PROTECTED,

WHETHER SHOWN OR NOT SHOWN ON THE CONTRACT DRAWINGS. THE CONTRACTOR SHALL

ALSO MINIMIZE DISTURBANCE TO LIMIT REMOVAL OF TREES AND OTHER VEGETATION.

22. THE CONTRACTOR SHALL PROVIDE PROTECTION TO SURROUNDING PAVEMENT, VEGETATION,

STRUCTURES, AND UTILITIES IN THE WORK AREA THAT ARE TO REMAIN IN PLACE. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO PROVIDE AND MAINTAIN EROSION PREVENTION AND

SEDIMENTATION CONTROL MEASURES AS FIELD CONDITIONS REQUIRE. CONTRACTOR CAUSED

DAMAGES DURING CONSTRUCTION SHALL BE REPAIRED AND RESTORED TO ORIGINAL

CONDITIONS OR BETTER AT THE CONTRACTOR'S EXPENSE. DAMAGES TO EXISTING ASPHALT

AND CONCRETE SHALL INCLUDE, BUT ARE NOT LIMITED TO, CHIPPING, CRACKING,

INDENTATIONS, AND SCUFFING. AT COMPLETION OF WORK ALL DISTURBED AREAS AND NEW

PAVEMENT SHALL BE SMOOTH AND FREE OF DEPRESSIONS OR INDENTATIONS WITH

SUFFICIENT SLOPE TO ENSURE POSITIVE DRAINAGE AND NO PONDING.

23. DISPOSAL OF ALL DEMOLISHED MATERIALS INCLUDING EXISTING MISCELLANEOUS

CONSTRUCTION DEBRIS AND FILL IS THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE

DISPOSED OF OFFSITE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL MUNICIPAL

REQUIREMENTS AT NO ADDITIONAL COST TO THE GOVERNMENT.

24. THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE

AND BASED ON THE LOCATION OF VISIBLE UTILITIES ONLY. THE CONTRACTOR SHALL CALL DIG

SAFE AT 811 OR 1-888-DIG-SAFE NOT LESS THAN 72 HOURS PRIOR TO THE START OF ANY

EXCAVATION FOR VERIFICATION OF UNDERGROUND UTILITY LOCATIONS. SINCE DIG SAFE MAY

NOT IDENTIFY ALL BELOW GRADE UTILITIES ON GOVERNMENT PROPERTY, THE CONTRACTOR

SHALL ENGAGE THE SERVICES OF THE WEST THOMPSON DAM PROJECT MANAGER AND A

PRIVATE UTILITY LOCATING COMPANY FOR ADDITIONAL ASSISTANCE WITH LOCATING

UNDERGROUND UTILITIES.

25. COORDINATION FOR ALL INTERRUPTIONS TO EXISTING ELECTRIC SERVICES & SYSTEMS AND

COMMUNICATIONS SHALL BE COORDINATED THROUGH THE CONTRACTING OFFICER

REPRESENTATIVE (COR). THE CONTRACTOR SHALL PROVIDE 72-HOURS NOTICE PRIOR TO ANY

SERVICE INTERRUPTIONS.

26. RESTORE UNPAVED SURFACES DISTURBED DURING THE DEMOLITION OF UNDERGROUND

CONDUITS TO THEIR ORIGINAL ELEVATION AND CONDITION.

100' 200'0

4 910331.6520 1231624.3428 401.79 SPIKE

6 910586.8848 1231771.4791 426.60 SPIKE

7 910687.0967 1231879.1090 427.53 SPIKE

8 910799.8241 1231986.7841 429.31 SPIKE

10 910965.6384 1231805.0460 433.96 SPIKE

14 910406.4705 1231557.4158 403.76 SPIKE

16 910004.8785 1231404.1650 379.30 SPIKE

POINT NORTHING EASTING ELEV. DESCRIPTION

CONTROL POINT TABLE

SPIKE 16

MAG NL

SPIKE 4

SPIKE 6

SPIKE 7

SPIKE 8

SPIKE 10

CONTRACTOR STAGING

AND STORAGE AREA

(APPROX. 5,000 SF)

SEE SHEET

CD-101 AND

C-101

GENERAL LEGEND

400 MAJOR CONTOUR LINE

MINOR CONTOUR LINE

TREE

WATER SPIGOT

WATER PULL BOX

CONTROL POINT

UNPAVED ROADWAY

VEGETATION LINE

BUILDING

CONSTRUCTION WORK LIMITS

GUARDRAIL

PHOTO LOCATION AND DIRECTION

GRAVEL

EXISTING ASPHALT

LANDSCAPED AREA (SHRUBS)

ROCK

FENCE/GATE

EXISTING

COMFORT

STATION

EXISTING

WATER

SHED

UNPAVED

WALKWAY

REGISTRATION

BUILDING

EXISTING

SHED

SPIKE 14

NEW ASPHALT

E6CD9LAJ

Typewritten Text

LPT/JMN

WATER SHED

CAMPSITE

TRANSFORMER #2

COMFORT

STATION

ASPHALT PAD

CONCRETE

CURB

PRIVACY

WALL (TYP.)

E F

F E

E F

F E

E F

PANEL CSP

[XM]

PANEL LP-1 [XM]

PANEL MDP [XM]

200A SAFETY

SWITCH [XM]

EXISTING PLAYGROUND AREA

EXISTING UTILITY

METER # 89 226 001

[XD]

EXISTING

UNDERGROUND

PRIMARY (BY UTILITY)

UNDERGROUND

FEEDS TO EXISTING

CAMPSITES #1 AND #2

[XM]

EXISTING UTILITY

TRANSFORMER #2

[XD]

WATERSHED

PANEL

ELECTRICAL

HANDHOLE

EH-02 [XM]

ELECTRICAL

HANDHOLE

EH-01 [XM]

UNDERGROUND FEEDS

TO EXISTING CAMPSITES

#5 TO #11 [XM]

UNDERGROUND FEEDS

TO EXISTING CAMPSITE

#4 [XM]

UNDERGROUND

FEEDS TO

EXISTING CAMPSITE

#3 [XM]

UNDERGROUND FEED

CONTINUES TO WELL

PUMP #2 AND

CONTROLLER [XM]

SEE SHEET CD102

FOR CONTINUATION

EXISTING TRANSFORMER

[XM]

8" CMU EXTERIOR WALL (TYP.)

EXISTING FUEL TANK

(ON CONCRETE PAD)

TO REMAIN

SCALE: 1" = 10'

CAMPGROUND DEMOLITION SITE PLAN

10' 20'0

US Army Corps of Engineers

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NOTES:

1. REFER TO SHEET E-001 FOR LEGEND, SYMBOLS, ABBREVIATIONS, AND GENERAL

NOTES.

2. EXISTING DIRECT-BURIED UNDERGROUND CONDUITS, WHERE CONDUCTORS WITHIN

ARE DEMOLISHED, SHALL BE ABANDONED IN PLACE UNLESS OTHERWISE NOTED.

CONDUITS SHALL BE REMOVED IN AN AREA MEASURED 12'-0" OUT FROM ANY POINT ON

EXISTING UTILITY TRANSFORMER #2 PAD. AS-BUILT DOCUMENTATION SHALL INCLUDE

THE LOCATION OF EXISTING CONDUITS WHICH HAVE BEEN ABANDONED IN PLACE

(NOTE APPLIES TO ALL SHEETS).

3. SEAL ABANDONED PENETRATIONS THROUGH EXISTING COMFORT STATION 8"

CONCRETE MASONRY WALL AS REQUIRED TO MAINTAIN FIRE RESISTANCE AND FINISH

TO MATCH EXISTING. SEAL SHALL BE OF RODENT PROOF AND WATER TIGHT SEALANT.

KEYNOTES:

EXISTING UTILITY TRANSFORMER TO BE REMOVED BY EVERSOURCE. COORDINATE

WORK WITH THE UTILITY COMPANY. REMOVE EXISTING SECONDARY CONDUCTORS IN

THEIR ENTIRETY.

EXISTING FEEDER FROM COMFORT STATION PANEL MDP TO WATERSHED PANEL

SHALL BE REMOVED. REMOVE CABLES, ABOVE GRADE CONDUITS, AND BOXES IN

THEIR ENTIRETY.

EXISTING UTILITY METER SHALL BE REMOVED. COORDINATE WORK WITH THE UTILITY

COMPANY.

EXISTING FEEDER FROM COMFORT STATION PANEL LP-1 TO WELL PUMP #2 CONTROL

BOX SHALL BE RECIRCUITED TO EXISTING WATERSHED PANEL. FEEDER

CONDUCTORS AND ABOVE GRADE CONDUIT/BOXES FROM EXISTING COMFORT

STATION PANEL LP-1 TO NEW HANDHOLE EH-03 SHALL BE REMOVED. EXISTING

CABLES AND CONDUIT(S) FROM HANDHOLE EH-03 TO WELL PUMP #2 SHALL REMAIN IN

THEIR ENTIRETY.

EXISTING FEEDER CONDUCTORS TO CAMPSITES #3 THRU #11 FROM COMFORT

STATION DISTRIBUTION TO EXISTING HANDHOLE EH-02 SHALL BE REMOVED. REMOVE

ALL ABOVE GRADE CONDUIT/BOXES FROM COMFORT STATION TO EXISTING

HANDHOLE EH-02 ADJACENT TO THE WATER SHED.EXISTING CONDUCTORS, CONDUIT,

BOXES, AND FITTINGS FROM EXISTING HANDHOLE EH-02 TO EXISTING RV

PEDESTALS SHALL REMAIN IN THEIR ENTIRETY.

EXISTING FEEDER CONDUCTORS TO CAMPSITES #1 AND #2 FROM COMFORT STATION

DISTRIBUTION TO NEW HANDHOLE EH-04 SHALL BE REMOVED. REMOVE ALL ABOVE

GRADE CONDUIT/BOXES FROM COMFORT STATION TO NEW HANDHOLE EH-04

ADJACENT TO UTILITY TRANSFORMER #2. EXISTING CONDUCTORS, CONDUIT, BOXES,

AND FITTINGS FROM NEW HANDHOLE EH-04 TO EXISTING RV PEDESTALS SHALL

REMAIN IN THEIR ENTIRETY.

EXISTING WELL PUMP #1 SHALL BE RECIRCUITED TO EXISTING WATERSHED PANEL.

FEEDER CONDUCTORS FROM EXISTING COMFORT STATION PANEL LP-1 TO NEW

HANDHOLE EH-05 ADJACENT TO WATERSHED SHALL BE REMOVED. REMOVE

ALL ABOVE GRADE CONDUIT/BOXES FROM HANDHOLE EH-05 BACK TO COMFORT

STATION. EXISTING CONDUIT FROM NEW HANDHOLE EH-05 TO WELL PUMP #1

CONTROL BOX SHALL REMAIN IN THEIR ENTIRETY.

EXISTING FEEDER CONDUCTORS SERVING AMPHITHEATER AND PICNIC AREA POWER

CENTERS FROM COMFORT STATION DISTRIBUTION TO NEW HANDHOLE EH-07 SHALL

BE REMOVED. ALL ABOVE GRADE CONDUIT/BOXES AT COMFORT STATION SHALL BE

REMOVED IN THEIR ENTIRETY. EXISTING CONDUCTORS, CONDUIT, BOXES, AND

FITTINGS FROM NEW HANDHOLE EH-07, ADJACENT TO REGISTRATION BUILDING, TO

EXISTING POWER CENTERS SHALL REMAIN IN THEIR ENTIRETY.

SAWCUT ASPHALT ALONG LIMITS AS SHOWN, SEE DETAIL ON E-501. REMOVE, HAUL,

AND DISPOSE.

EXISTING PRIMARY CABLES, CONDUITS/DUCTBANKS, PAD, AND GROUNDING SHALL

REMAIN FOR CONNECTION TO NEW UTILITY TRANSFORMER.

James.M.Newman

SHED

TRANSFORMER

BOULDER

REGISTRATION

BLDG

TIMBER CURB

FIREWOOD

TREE

LINE

TREE

LINE

EXISTING

UNDERGROUND

UTILITY PRIMARY TO

TRANSFORMER #2

SHALL REMAIN [XM]

EXISTING

UNDERGROUND

UTILITY PRIMARY

SHALL REMAIN [XM]

EXISTING UNDERGROUND

FEED(S) TO AMPHITHEATER

AND PICNIC SHELTER SHALL

REMAIN [XM]

EXISTING

REGISTRATION

PANEL

EXISTING WELL PUMP

#1 CONTROL BOX

[XM]

SEE SHEET CD101

FOR CONTINUATION

SCALE: 1" = 5'

CAMPGROUND DEMOLITION SITE PLAN

US Army Corps of Engineers

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N E

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C H

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K E

S U

B M

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T E

S I Z

S C

A L

S H

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D R

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I N

O D

C O

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R A

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L I C

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A T

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I S

S U

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O F

SHEET ID

M A

R K

D E

S C

R I P

T I O

N D

A T

C A

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G R

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A L

P G

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CD102

D E

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0 5' 10'

NOTES:

1. REFER TO SHEET E-001 FOR LEGEND, SYMBOLS, ABBREVIATIONS, AND GENERAL

NOTES.

KEYNOTES:

EXISTING FEEDER CONDUCTORS SERVING AMPHITHEATER AND PICNIC AREA POWER

CENTERS FROM COMFORT STATION DISTRIBUTION TO NEW HANDHOLE EH-07 SHALL BE

REMOVED. ALL ABOVE GRADE CONDUIT/BOXES AT COMFORT STATION SHALL BE

REMOVED IN THEIR ENTIRETY.

EXISTING CONDUCTORS, CONDUIT, BOXES, AND FITTINGS FROM NEW HANDHOLE

EH-07, ADJACENT TO REGISTRATION BUILDING, TO EXISTING POWER CENTERS SHALL

REMAIN IN THEIR ENTIRETY.

James.M.Newman

SPIKE 7

WATER SHED

CAMPSITE

TRANSFORMER #2

COMFORT

STATION

ASPHALT PAD

CONCRETE

CURB

PRIVACY

WALL (TYP.)

E F

PANEL CSP

[XM]

NEW UTILITY

METER

200A SAFETY

SWITCH [XM]

PANEL MDP [XM]

PANEL LP-1 [XM]

WSP

EXISTING

WATERSHED

PANEL

NEW 17"x30"x12"

HANDHOLE

EH-03

UNDERGROUND FEED

CONTINUES TO WELL

PUMP #2 AND

CONTROLLER [XM]

EXISTING

UNDERGROUND

PRIMARY (BY UTILITY)

NEW UTILITY

TRANSFORMER #2

NEW 11"x11"x18"

HANDHOLE

EH-04

NEW 8"x8"x12"

HANDHOLE

EH-05

DUCTBANK

SECTION

DF-DF

(1) 2"C.

(1) 2-1/2"C.

DUCTBANK

SECTION DB-DB

EXISTING

TRANSFORMER

[XM]

ELECTRICAL

HANDHOLE

EH-02 [XM]

ELECTRICAL

HANDHOLE

EH-01 [XM]

UNDERGROUND

FEEDS TO EXISTING

CAMPSITES #1 AND #2

[XM]

UNDERGROUND FEEDS

TO EXISTING CAMPSITES

#5 TO #11 [XM]

UNDERGROUND FEEDS TO

EXISTING CAMPSITE #4 [XM]

UNDERGROUND

FEEDS TO

EXISTING CAMPSITE

#3 [XM]

SEE SHEET C-102

FOR CONTINUATION

EXISTING FUEL TANK

(ON CONCRETE PAD)

TO REMAIN

SCALE: 1" = 10'

CAMPGROUND SITE PLAN

10' 20'0

US Army Corps of Engineers

U S

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SHEET ID

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NOTES:

1. REFER TO SHEET E-001 FOR LEGEND, SYMBOLS, ABBREVIATIONS, AND GENERAL

NOTES.

2. UNLESS OTHERWISE INDICATED, ALL EXISTING ELECTRICAL EQUIPMENT AND

DISTRIBUTION SHALL REMAIN (XM).

3. REFER TO ED-601 AND E-601 FOR RISER DIAGRAMS DEMOLITION AND NEW WORK

RESPECTIVELY.

4. REFER TO "FOR INFORMATION ONLY" DRAWINGS FOR ADDITIONAL DETAILS

REGARDING THE SANITARY SEWER LINE.

KEYNOTES:

COORDINATE FINAL METERING REQUIREMENTS WITH THE UTILITY COMPANY (

EVERSOURCE) PRIOR TO ORDERING EQUIPMENT.

CORE EXISTING HANDHOLE TO ACCOMMODATE ONE (1) NEW 2" AND ONE (1) NEW

2-1/2" CONDUITS ORIGINATING AT NEW WATERSHED DISTRIBUTION.

REPAIR ASPHALT PAD. REFER TO ASPHALT DETAIL ON SHEET E-501. CONTRACTOR TO

GRADE PAVEMENT SO THAT ALL RUNOFF FROM ADJACENT AREAS AND THE BUILDING

SHEET AWAY FROM STRUCTURE.

CONDUIT(S) TURNING UP AT WATERSHED EXTERIOR, TRANSITIONING TO RIGID STEEL

CONDUIT, AND RUNNING EXPOSED ALONG EXTERIOR WALL. CONDUIT SHALL ENTER

THE WOODEN STRUCTURE, RUNNING HORIZONTALLY AND TIGHT TO THE EXISTING

JOISTS TO NEW PANEL WSP. SEAL OPENINGS AROUND ELECTRICAL PENETRATIONS IN

ACCORDANCE WITH THE SPECIFICATIONS.

James.M.Newman

SHED

TRANSFORMER

BOULDER

REGISTRATION

BLDG

TIMBER CURB

FIREWOOD

TREE

LINE

TREE

LINE

ENTRANCE GATE

EXISTING WELL PUMP

#1 CONTROL BOX

[XM]

EXISTING

UNDERGROUND

UTILITY PRIMARY TO

TRANSFORMER #2

SHALL REMAIN [XM]

EXISTING

UNDERGROUND

UTILITY PRIMARY

SHALL REMAIN [XM]

NEW 11" x 11" x 18"

HANDHOLE EH-07

NEW 11" x 11" x 18"

HANDHOLE EH-06

EXISTING UNDERGROUND

FEED(S) TO AMPHITHEATER

AND PICNIC SHELTER SHALL

REMAIN [XM]

NEW DRY TYPE

TRANSFORMER

EXISTING

REGISTRATION

PANEL

SEE SHEET C-101

FOR CONTINUATION

NEW

PANEL

"RBP"

SCALE: 1" = 5'

CAMPGROUND SITE PLAN

US Army Corps of Engineers

U S

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0 5' 10'

NOTES:

1. REFER TO SHEET E-001 FOR LEGEND, SYMBOLS, ABBREVIATIONS, AND GENERAL

NOTES.

2. UNLESS OTHERWISE INDICATED, ALL EXISTING ELECTRICAL EQUIPMENT AND

DISTRIBUTION SHALL REMAIN (XM).

3. REFER TO ED-601 AND E-601 FOR RISER DIAGRAMS DEMOLITION AND NEW WORK

RESPECTIVELY.

4. REFER TO "FOR INFORMATION ONLY" DRAWINGS FOR ADDITIONAL DETAILS

REGARDING THE SANITARY SEWER LINE.

James.M.Newman

EQUIPMENT LEGEND

DISCONNECT SWITCH (UNFUSED)

DISCONNECT SWITCH (FUSED)

FLUSH MOUNTED PANELBOARD, REFER TO SCHEDULES

RESPONSIBLE FOR MAINTAINING CIRCUITRY TO DEVICES

TO POWER SOURCE AND LABEL BREAKER IN

PANELBOARD AS SPARE. CONTRACTOR SHALL BE

CONDUIT AS REQUIRED SO AS TO PROVIDE A

COMPLETE OPERATIONAL INSTALLATION.

TO BE REMOVED. CUT BACK AND MAKE SAFE ALL

ASSOCIATED BRANCH CIRCUIT WIRING CONDUIT BACK

EQUIPMENT TO BE REMOVED AND REPLACED WITH NEW.

"XL" ADJACENT TO EQUIPMENT DENOTES RELOCATED

EXISTING AT NEW LOCATION

UNAFFECTED BY DEMOLITION.

"XD" ADJACENT TO EQUIPMENT DENOTES EXISTING

"XR" ADJACENT TO EQUIPMENT DENOTES EXISTING

"XN" ADJACENT TO EQUIPMENT DENOTES EXISTING

"XM" ADJACENT TO EQUIPMENT DENOTES EXISTING

SYMBOLS OUT OF FUNCTION DENOTES EXISTING

TO BE RELOCATED AS SHOWN. CUT BACK AND/OR

EXTEND EXISTING BRANCH CIRCUIT WIRING AND

EQUIPMENT TO REMAIN.

EXISTING EQUIPMENT LEGEND

BUILDING GROUNDING GRID LEGEND

BOLTED CONNECTION

EXOTHERMICALLY WELDED CONNECTION

GROUND ROD

GROUNDING CONDUCTOR

AMPERES

AMERICANS WITH DISABILITIES ACT

AMPERE INTERRUPTING CAPACITY

AUTOMATIC TRANSFER SWITCH

ALUMINUM

INSTITUTE

ARCHITECT

AMERICAN NATIONAL STANDARDS

AUTHORITY HAVING JURISDICTION

ABOVE FINISH GRADE

AIR HANDLING UNIT

ABOVE FINISH FLOOR

AMERICAN WIRE GAUGE

AUTOMATIC TEMPERATURE CONTROL

CONDUIT

CIRCUIT

COLUMN

CONTROL POWER TRANSFORMER

CIRCUIT BREAKER

CENTERLINE

CATALOG

CURRENT LIMITING FUSE

BUILDING

COPPER

DRAWING

CURRENT TRANSFORMER

ELECTRICAL CONTRACTOR

EXHAUST FAN

EMERGENCY

ELECTRICAL METALLIC TUBING

GROUND FAULT INTERRUPTER

GROUND OR GROUNDING

FLEXIBLE METAL CONDUIT

FULL LOAD AMPERES

ISOLATED GROUND

HAND, OFF, AUTOMATIC SWITCH

INTERLOCK

INSTITUTE OF ELECTRICAL AND

THOUSAND CIRCULAR MILS

ELECTRONIC ENGINEERS

GALVANIZED RIGID METALLIC CONDUIT

HOA

IEEE

INT

KCMIL

FLA

FMC

GFI

GRMC

GND,G

FEET

EMT

F FUSE

DWG

CKT

CPT

CLF

COL

ATC

AWG

CAT

BLDG

AHU

AIC

ATS

ARCH

ANSI

AFG

AFF

AHJ

PT POTENTIAL TRANSFORMER

PHASE

QUANTITY

REQUIRED

ROOF TOP UNIT

TELEPHONE

POLYVINYL CHLORIDE

RIGID METAL CONDUIT

ROOT MEAN SQUARED

RIGID NON-METALLIC CONDUIT

BREAKER

UNIT HEATER

TRANSFORMER

WEATHERPROOF

WATER HEATER

UNLESS OTHERWISE NOTED

UNDERGROUND OR UNDERGRADE

UNDERWRITERS LABORATORIES

UNINTERRUPTIBLE POWER SUPPLY

THERMAL MAGNETIC CIRCUITTMCB

XFMR

DELTA

WYE

WIRE

VOLT

UPS

UON

RTU

RNMC

TEL

SWITCH

SPARE

PWR

QTY

PVC

RMC

RMS

REQ'D

POWER

KILOWATTS

CONDUIT

LIGHTING

MISCELLANEOUS

MAIN LUGS ONLY

KILOVOLT AMPERES

NORMALLY CLOSED

MAIN CIRCUIT BREAKER

MOTOR CONTROL CENTER

MOTOR CIRCUIT PROTECTOR

LIQUIDTIGHT FLEXIBLE METAL

ASSOCIATION

NOT TO SCALE

PUSHBUTTON, PULL BOX

NOT IN CONTRACT

NATIONAL ELECTRICAL

NATIONAL ELECTRIC CODE (NFPA 70)

MANUFACTURES ASSOCIATION

NATIONAL FIRE PROTECTION

PROVIDED UNDER OTHER SECTIONS

NORMALLY OPEN OR NUMBER

NTS

POS

PNL

PANEL

POLE

NEC

NEMA

NIC

NFPA

MCB

MCC

MCP

MLO

MISC

kVA,KVA

LFMC

GENERAL ABBREVIATIONS

CABINET UNIT HEATERCUH

IN EXISTING LOCATION.

TO BE REMOVED, STORED, CLEANED AND REINSTALLED

"XS" ADJACENT TO EQUIPMENT DENOTES EXISTINGXS

BUILDING SYSTEM GROUND BUS

HPF

HIGH POWER FACTOR

DRY-TYPE TRANSFORMER- "T3" DENOTES SIZE, REFER TO

SCHEDULE. "WP" DENOTES WEATHERPROOF

CIRCUITRY, RACEWAYS

AND FEEDERS LEGEND

CB1

ENCLOSED CIRCUIT BREAKER. "1" INDICATES GATE NUMBER

UTILITY METER OR PANELBOARD METER

EP EP

ES ES

ELECTRIC PRIMARY OVERHEAD

ELECTRIC SECONDARY UNDERGROUND

ELECTRIC BRANCH FEEDER

UNDERGROUND

ES ES

ELECTRIC SECONDARY OVERHEAD

PV PV PHOTOVOLTAIC FEEDER CONDUCTORS

CIRCUIT BREAKER. SIZE AS INDICATED ON SCHEDULES

BRANCH CIRCUIT WIRING NOTES

1. ALTHOUGH ALL BRANCH CIRCUIT WIRING AND CONDUIT IS NOT SHOWN, IT IS THE

INTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCH CIRCUIT WIRING SYSTEM

BE INSTALLED.

2. WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL OUTLETS INDICATED WITH

CIRCUIT NUMBERS AND PANELBOARD DESIGNATIONS.

3. WIRING IS SHOWN ON SHEETS ONLY FOR SPECIFIC ROUTES OR SPECIAL CONDITIONS.

4. ALL SWITCH CONTROLS SHALL BE PROVIDED WITH WIRING AND CONDUIT AS

REQUIRED.

5. A GREEN GROUNDING CONDUCTOR SHALL BE ROUTED WITH ALL BRANCH CIRCUITS.

VERIFY CONDUIT SIZE TO ENSURE IT CAN ACCOMMODATE ALL PHASES, NEUTRAL, AND

GROUND CONDUCTOR.

SCR SHORT CIRCUIT INTERRUPTING RATING

EMERGENCY POWER OFF

EPO

EXISTING TO BE DEMOLISHED

ETD

EXISTING TO REMAIN

ETR

EXISTING TO REMOVED AND RELOCATE

ETRL

SURFACE MOUNTED PANELBOARD, REFER TO SCHEDULES

DECIBEL

dB,DB

CONNECTION FROM JUNCTION BOX TO ELECTRICAL EQUIPMENT

kW,KW

LGT

LP-1,3

RACEWAYS AND WIRING

PHASE CONDUCTORS (ONE PER PHASE) PLUS NEUTRAL AND GROUND

2. HOMERUNS TO PANELBOARDS SHALL HAVE A MAXIMUM OF THREE (3)

RACEWAY. SIZE SHALL BE #12AWG UNLESS INDICATED OTHERWISE.

MARKS INDICATE 2#12 & 1#12G-3/4"C UNLESS OTHERWISE INDICATED.

INDICATE NUMBER OF #12AWG CONDUCTORS IN MINIMUM 3/4"C. NO SLASH

NUMBERS, (20A, 1P, UNLESS OTHERWISE INDICATED) NUMBER OF SLASH MARKS

HOMERUN TO PANELBOARD. "LP" INDICATES PANEL, "1,3" INDICATES CIRCUIT

1. GREEN GROUND CONDUCTOR NOT INDICATED BUT SHALL BE INCLUDED IN EACH

CONDUCTORS IN EACH CONDUIT.

NOTES:

SPD

SURGE PROTECTIVE DEVICE

CONCRETE ENCASED DUCTBANK

IDENTIFIER

DIRECT BURIED DUCTBANK

IDENTIFIER

E E ELECTRIC PRIMARY UNDERGROUND

EF EF

E-001

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James.M.Newman

JMN

#18497103

MDP

200A

120/240V, 1Ø,3W

LP-1

100A

120/240V, 1Ø,3W

200A SAFETY SWITCH

CSP

60A

480V, 3Ø,3W

T30

120/240V PRIMARY,

240x480V SECONDARY

125A

120/240V, 1Ø,3W

WATERSHED PANEL

50A-2P MCB

COMFORT STATION

UTILITY ROOM

WATERSHED

EXISTING PAD-MOUNT

UTILITY TRANSFORMER #2

120/240V, 1Ø, 3W

PRIMARY SERVICE BY

UTILITY [XM]

EXISTING PAD-MOUNT

UTILITY TRANSFORMER #1

120/240V, 1Ø, 3W

PRIMARY SERVICE BY

UTILITY [XM]

REGISTRATION

BUILDING

200A

120/240V, 1Ø,3W

REGISTRATION PANEL

200A-2P MCB

5kVA

480V-

120/240V, 1Ø,3W

AMPHITHEATER

MINI-POWER

CENTER

5kVA

480V-

120/240V, 1Ø,3W

PICNIC AREA

MINI-POWER

CENTER

GUEST HOST

SITES I & II [XM]

SITES 3 THRU

11, TYP. [XM]

SITES 1 & 2

[XM]

WELL

PUMP

NO. 2

WELL

PUMP

NO. 1

4 4

7 7 7

EH-02

EH-04

EH-05

EH-03

EH-07

ED601

E L

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U S

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SHEET ID

M A

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D E

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T I O

N D

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SCALE: N.T.S

DEMOLITION POWER RISER DIAGRAM

NOTES:

1. REFER TO SHEET E-001 FOR LEGEND, SYMBOLS, ABBREVIATIONS, AND GENERAL

NOTES.

2. COORDINATION FOR ALL INTERRUPTIONS TO EXISTING ELECTRIC SERVICES &

SYSTEMS AND COMMUNICATIONS SHALL BE COORDINATED THROUGH THE

CONTRACTING OFFICER REPRESENTATIVE (COR). THE CONTRACTOR SHALL PROVIDE

72-HOURS NOTICE PRIOR TO ANY SERVICE INTERRUPTIONS.

3. EXISTING DIRECT-BURIED UNDERGROUND CONDUITS, WHERE CONDUCTORS WITHIN

ARE DEMOLISHED, SHALL BE ABANDONED IN PLACE UNLESS OTHERWISE NOTED.

CONDUITS SHALL BE REMOVED IN AN AREA MEASURED 12'-0" OUT FROM ANY POINT ON

EXISTING UTILITY TRANSFORMER #2 PAD. AS-BUILT DOCUMENTATION SHALL INCLUDE

THE LOCATION OF EXISTING CONDUITS WHICH HAVE BEEN ABANDONED IN PLACE.

LINETYPE DENOTES EXISTING EQUIPMENT TO REMAIN.

LINETYPE DENOTES EXISTING EQUIPMENT TO BE REMOVED.

LINETYPE DENOTES NEW EQUIPMENT.

KEYNOTES:

EXISTING COMFORT STATION UTILITY METER SHALL BE REMOVED. DISCONNECT AND

REMOVE ALL CONDUCTORS FROM THIS POINT TO THE EXISTING TRANSFORMER #2

LOCATION. REMOVE ABOVE GRADE CONDUIT, CONDULETS, AND SLEEVES THROUGH

THE COMFORT STATION WALL. COORDINATE DEMOLITION OF EXISTING SERVICE WITH

THE UTILITY PRIOR TO EXECUTING WORK.

EXISTING FEEDER CONDUCTORS SERVING AMPHITHEATER AND PICNIC AREA POWER

CENTERS FROM COMFORT STATION DISTRIBUTION SHALL BE REMOVED TO NEW

HANDHOLE EH-07. CONDUIT, BOXES, AND FITTINGS ABOVE GRADE AT COMFORT

STATION SHALL BE REMOVED IN THEIR ENTIRETY. EXISTING CONDUCTORS, CONDUIT,

BOXES, AND FITTINGS FROM NEW HANDHOLE EH-07, ADJACENT TO REGISTRATION

BUILDING, TO EXISTING POWER CENTERS SHALL REMAIN IN THEIR ENTIRETY.

EXISTING FEEDER CONDUCTORS TO WATER SHED PANEL FROM COMFORT STATION

DISTRIBUTION SHALL BE REMOVED. REMOVE ALL ABOVE GRADE CONDUIT, BOXES, AND

FITTINGS THROUGHOUT RUN.

EXISTING FEEDER CONDUCTORS SERVING WELL PUMP #1 CONTROL BOX FROM

COMFORT STATION PANEL LP-1 SHALL BE REMOVED TO NEW HANDHOLE EH-05.

REMOVE ALL ABOVE GRADE CONDUIT, BOXES, AND FITTINGS FROM COMFORT STATION

TO NEW HANDHOLE EH-05. EXISTING CONDUCTORS, CONDUIT, BOXES, AND FITTINGS

FROM NEW HANDHOLE ADJACENT TO WATER SHED TO EXISTING WELL PUMP #1 SHALL

REMAIN IN THEIR ENTIRETY.

EXISTING FEEDER CONDUCTORS TO CAMPSITES #3 THRU #11 FROM COMFORT

STATION DISTRIBUTION SHALL BE REMOVED TO EXISTING HANDHOLE EH-02. REMOVE

ALL ABOVE GRADE CONDUIT, BOXES, AND FITTINGS FROM COMFORT STATION TO

EXISTING HANDHOLE EH-02 ADJACENT TO THE WATER SHED. EXISTING CONDUCTORS,

CONDUIT, BOXES, AND FITTINGS FROM EXISTING HANDHOLE EH-02 TO EXISTING RV

PEDESTALS SHALL REMAIN IN THEIR ENTIRETY.

EXISTING FEEDER CONDUCTORS TO CAMPSITES #1 AND #2 FROM COMFORT STATION

DISTRIBUTION SHALL BE REMOVED TO NEW HANDHOLE EH-04. REMOVE ALL ABOVE

GRADE CONDUIT, BOXES, AND FITTINGS FROM COMFORT STATION TO NEW HANDHOLE

EH-04, SIZED IN ACCORDANCE WITH NFPA 70. EXISTING CONDUCTORS, CONDUIT,

BOXES, AND FITTINGS FROM NEW HANDHOLE EH-04, ADJACENT TO TRANSFORMER #2,

TO EXISTING RV PEDESTALS SHALL REMAIN IN THEIR ENTIRETY.

EXISTING FEEDER CONDUCTORS SERVING WELL PUMP #2 CONTROL BOX FROM

COMFORT STATION PANEL LP-1 SHALL BE REMOVED TO NEW HANDHOLE EH-03.

REMOVE ALL ABOVE GRADE CONDUIT, BOXES, AND FITTINGS FROM COMFORT STATION

TO NEW HANDHOLE EH-03. EXISTING CONDUCTORS, CONDUIT, BOXES, AND FITTINGS

FROM NEW HANDHOLE EH-03, ADJACENT TO UNPAVED PEDESTRIAN WALKWAY, TO

EXISTING WELL PUMP #2 SHALL REMAIN IN THEIR ENTIRETY.

NEW ELECTRICAL HANDHOLE. REFER TO DEMOLITION SITE PLANS, NEW WORK SITE

PLANS, AND NEW WORK ONE LINE DIAGRAM FOR ADDITIONAL INFORMATION.

James.M.Newman

NOTES:NOTES:

1. REFER TO DETAIL "TYPICAL DIRECT BURIED DUCTBANK

CONSTRUCTION" DETAIL" FOR ADDITIONAL INFORMATION.

2. REFER TO SHEETS E-601 FOR CONDUCTOR REQUIREMENTS.

1 2" SCHEDULE 40 PVC - ACTIVE

CONDUIT IDENTIFICATION SCHEDULE

A10

SCALE: N.T.S

DIRECT BURIED DUCTBANK SECTIONS

SECTION DB-DB

2 1-1/4" SCHEDULE 40 PVC - ACTIVE

SECTION DA-DA

METER

N G

NEU

SYSTEM BONDING JUMPER

#1/0 AWG MIN.

(CONTRACTOR TO VERIFY)

PHASE AND NEUTRAL

#600 KCMIL

EQUIPMENT

GROUNDING

CONDUCTOR

PHASE AND NEUTRAL

CONDUCTORS

PANEL WSP

SEE PANEL

SCHEDULE

SHEET E-601.

TO LOADS - REFER TO

ONE-LINE DIAGRAM

(TYPICAL)

GROUNDING ELECTRODE

CONDUCTOR

(BY UTILITY)

SCALE: N.T.S

PARTIAL SYSTEM DIAGRAM AND GROUNDING DETAIL - NEW SERVICE

GROUNDING

ELECTRODE

PAD MOUNTED

UTILITY TRANSFORMER

SECONDARY

SECTION DC-DC

3 4" SCHEDULE 40 PVC - ACTIVE

4 4" SCHEDULE 40 PVC - SPARE

WITH PULLSTRING

G10

SCALE: N.T.S

CONVERSION FROM PVC TO STEEL CONDUIT

NOTE:

FINISHED

GRADE

PVC TO STEEL

ADAPTER

1. THIS DETAIL IS TYPICAL FOR

ALL CONDUIT TERMINATIONS

AT THE AT THE ELECTRICAL

EQUIPMENT AND AT RISER

POLES.

2. INSTALL LISTED "U" BOLT

WITHIN 6INCHES FROM TOP

OF STEEL CONDUIT.

"U" BOLT TO BE PROVIDED

AT 30INCH INTERVALS

RIGID STEEL CONDUIT

PVC CONDUIT

DIRECT BURIED

DEPTH OF BURIAL

PER DETAILS A15 &

G15 ON THIS

SHEET

BUILDING EXTERIOR OR

POLE

SECTION DD-DD

SECTION DE-DE

5 2-1/2" SCHEDULE 40 PVC - ACTIVE

SECTION DF-DF

E-501

E L

E C

T R

I C

A I L

E W

T O

E W

T O

L I N

E W

M A

A N

S I

N T

A U

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

N E

N G

L A

T R

I C

I R

G I N

C O

N C

O R

D E

S I G

N E

D R

A W

C H

E C

K E

S U

B M

I T

T E

S I Z

S C

A L E

H E

E T

D R

A W

I N

O D

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

O F

SHEET ID

M A

R K

D E

S C

R I P

T I O

N D

A T

C A

M P

G R

O U

C T

R I C

A L

P G

R A

D E

W E

M P

S O

L A

K E

N O

R T

R O

S V

E N

O R

D A

L E

O N

N E

C T

I C

U T

T H

A W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

W W

J Q

UNPAVEDUNPAVED

FINISHED GRADE

6" PLASTIC WARNING TAPE

SEE NOTE 6

SEE NOTE 5

STABLE SLOPE OR

TRENCH PROTECTION

(SEE NOTE 3)

SEE NOTE 4

24" MIN

30" MAX

NOTES:

1. BACKFILL MATERIAL AND COMPACTION REQUIREMENTS SHALL MEET THE REQUIREMENTS OF

THE STATE SPECIFICATIONS, STATE OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION,

"THE STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES & INCIDENTAL

CONSTRUCTION (2020/2022)".

2. TRENCHES SHALL BE COMPLETELY DEWATERED PRIOR TO PLACEMENT OF CONDUIT

BEDDING MATERIAL AND KEPT DEWATERED DURING INSTALLATION OF PIPE AND BACKFILL.

3. WHERE STABLE SLOPES CANNOT BE MAINTAINED TO MEET THE REQUIREMENTS OF EM

385-1-1, BRACING AND SHEETING OR OTHER TRENCH PROTECTION SHALL BE PROVIDED AND

INSTALLED IN ACCORDANCE WITH EM 385-1-1. ALL SUCH TRENCH PROTECTION SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

4. SUITABLE MATERIAL REMOVED IN THE EXCAVATION SHALL BE USED FOR BACKFILL. NO

STONES OR COARSE MATERIALS SHALL BE PLACED ADJACENT TO THE CONDUIT. ALL

SURPLUS MATERIAL SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. SHOULD

ADDITIONAL MATERIAL BE REQUIRED FOR BACKFILLING, CONTRACTOR SHALL OBTAIN A NEW

SOURCE OF MATERIAL TO BE APPROVED BY THE COR.

5. CONDUIT BEDDING MATERIAL SHALL BE SAND BACKFILL. WHEN PLACING SAND POUR SLOWLY

AND DISTRIBUTE IT CAREFULLY SO AS NOT TO DISLODGE THE SPACERS. SAND MATERIAL

SHALL CONFORM TO THE GRADATION REQUIREMENTS OF SECTION 10.01, TRENCHING AND

BACKFILLING.

6. PLASTIC WARNING TAPE SHALL BE "EXTRA STRETCH," 6" WIDE. COLOR CODE SHALL BE AS

FOLLOWS: RED-ELECTRIC, ORANGE-COMMUNICATIONS. IMPRINTED TEXT SHALL IDENTIFY

DUCTBANK SERVICE. UTILIZE NON-DETECTABLE TAPE FOR ELECTRIC DUCTS AND

METALLIZED DETECTABLE TAPE FOR COMMUNICATION DUCTS. REFER TO ELECTRICAL

SHEETS FOR ADDITIONAL INFORMATION.

7. RE-COMPACT FOUNDATION SOILS FOR DUCTBANK EXCAVATIONS TO 95% ASTM D-1557.

REPLACE OBJECTIONABLE OR SOFT MATERIALS IN KIND.

G15

SCALE: NOT TO SCALE

TRENCH AND DIRECT BURIED DUCTBANK DETAIL

K14

3" 3"2"

ELECTRICAL DUCT. REFER TO

IDENTIFICATIONS SCHEDULE

AND DUCT BANK SECTIONS

FOR SIZE AND QUANTITY

CONDUIT SPACERS, 5'-0" ON

CENTER. SPACERS SHALL

BE INTERLOCKED

HORIZONTALLY ONLY.

SPACERS SHALL BE

STAGGERED VERTICALLY

NOTES:

1. CONCRETE: POLYMER HAS A DESIGN STRENGTH

OF 20,000 P.S.I.

2. STEEL REINFORCEMENT: WELDED WIRE MESH.

3. COVER: ASTM C-857, 5 TON GROSS VEHICLE

WEIGHT (GVW) MINIMUM.

4. PROVIDE A HANDHOLE FOR EACH UNDERGROUND

ELECTRIC SERVICE INDICATED. ALSO, PROVIDE

FOR UNDERGROUND BRANCH CIRCUITS WHERE

REQUIRED BY CODE.

5. DESIGNED AND INSTALLED TO MEET

REQUIREMENTS OF ANSI/SCTE 77.

POLYMER CONCRETE HANDHOLE DETAIL

SCALE: NONE

1 1/2" HOT MIX ASPHALT

SURFACE COURSE (SEE NOTE 2)

1 1/2" HOT MIX ASPHALT BINDER

COURSE (SEE NOTE 2)

6" COMPACTED CRUSHED

GRAVEL BASE COURSE (SEE

NOTE 3)

EXISTING COMPACTED AGGREGATE

SUBBASE COURSE

UNDISTURBED OR

COMPACTED SUBGRADE

APPLY TACK COAT

(SEE NOTE 4)

NOTES:

1. MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT

DEPARTMENT OF TRANSPORTATION STAND SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND

INCIDENTAL CONSTRUCTION (2022).

2. HOT MIX ASPHALT BINDER COURSE AND SURFACE COURSES SHALL CONFORM TO THE APPLICABLE

REQUIREMENTS OF SECTION M.04.OF THE STATE SPECIFICATIONS. THE COMBINED AGGREGATE GRADATION

OF THE BITUMINOUS CONCRETE BINDER COURSE SHALL CONFORM TO THE GRADATION OF S1 IN TABLE

M.04.02-2 OF SECTION M.04.02 OF THE STATE SPECIFICATIONS. THE COMBINED AGGREGATE GRADATION OF

THE BITUMINOUS CONCRETE SURFACE COURSE SHALL CONFORM TO THE GRADATION OF S0.375 IN TABLE

M.04.02-2 OF SECTION M.04.02 OF THE STATE SPECIFICATIONS.

3. BASE COURSE SHALL CONFORM TO THE REQUIREMENTS OF M.02.01 (GRANULAR FILL) OF THE STATE

SPECIFICATIONS. ALL MATERIAL SHALL PASS THE 3.5-INCH SIEVE.

4. BITUMINOUS MATERIAL USED FOR THE TACK COAT SHALL BE EMULSIFIED ASPHALT CONFORMING TO ASTM

D977, RS-1.

TYPICAL PAVEMENT SECTION (ASPHALT PAD REPAIR)

SCALE: NOT TO SCALE

PAVEMENT TIE-IN JOINT

SCALE: NONE

K10

APPLY HOT-MELT RUBBERIZED

ASPHALT SEALANT ALONG JOINT

SAWCUT AND APPLY

TACK COAT

EXISTING

ASPHALT

PAVEMENT

EXISTING AGGREGATE

BASE/SUBBASE COURSE

APPLY TACK COAT

NOTES:

1. APPLY TACK COAT ON ALL SAWED FACES AND MILLED SURFACES.

2. MILL 1 1/2" OF EXISTING PAVEMENT SURFACE 18" BEYOND FULL DEPTH. SAWCUT FOR OFFSET JOINT;

APPLY TACK COAT PRIOR TO PLACEMENT OF PAVEMENT WEARING COURSE.

12"

FULL DEPTH

SAWCUT

FULL DEPTH PAVEMENT

(SEE DETAIL K14, THIS SHEET)

(SEE NOTE 2)

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text N

E6CD9LAJ

MDP

200A

120/240V, 1Ø,3W

LP-1

100A

120/240V, 1Ø,3W

200A SAFETY SWITCH

CSP

60A

480V, 3Ø,3W

T30

120/240V PRIMARY,

240x480V SECONDARY

125A

120/240V, 1Ø,3W

WATERSHED PANEL

50A-2P MCB

COMFORT STATION

UTILITY ROOM

WATERSHED

NEW PAD-MOUNT UTILITY

TRANSFORMER #2

120/240V, 1Ø, 3W

PRIMARY SERVICE BY

UTILITY [XM]

EXISTING PAD-MOUNT

UTILITY

TRANSFORMER #1

120/240V, 1Ø, 3W

PRIMARY SERVICE BY

UTILITY [XM]

REGISTRATION

BUILDING

200A

120/240V, 1Ø,3W

REGISTRATION PANEL

200A-2P MCB

5kVA

480V-

120/240V, 1Ø,3W

AMPITHEATER

MINI-POWER

CENTER

5kVA

480V-

120/240V, 1Ø,3W

PICNIC AREA

MINI-POWER

CENTER

GUEST

HOST SITES

I & II [XM]

WSP

400A

120/240V, 1Ø,3W

NEW 120/240V, 1Ø, 3W,

5 TERMINAL METER

SOCKET WITH MANUAL

BYPASS

400A-2P MCB

RBP

100A

480V, 1Ø,3W

T15

40A-2P

MCB

3#600 KCMIL - 4"C.

3#3/0 AWG & 1#6 GND. - 2"C.

[PVC SCHEDULE 40]

2#6 AWG &

1#10 GND. -

3/4"C. [EMT]

3#4 AWG &

1#8 GND. -

1-1/4"C.

WELL

PUMP

NO. 1

WELL

PUMP

NO. 2

SITES 3 THRU 7 [XM]

SITES 1 & 2

[XM]

3#6 AWG & 1#6 GND - 1"C.

SITES 8 THRU 11 [XM]

8#2 & 1#2 GND. (TYPE USE)

2" - PVC SCHED. 40

LEGEND OF COPPER FEEDER SIZES

FEEDER

SYMBOL

CONDUCTORS (3 PHASE, 3

WIRE WITH GROUND)

RACEWAY

SIZE

CONDUIT

10#2 & 1#2 GND. (TYPE USE)

2-1/2"-PVC SCHED. 402

4#2 USE & 1#2 USE GND. (TYPE USE)

2" - PVC SCHED. 403

3#10 & 1#10 GND. (TYPE THHN/THWN)

3#8 & 1#8 GND. (TYPE THHN/THWN)

2#10 & 1#10 GND. (TYPE USE)

1-1/4"-PVC SCHED. 407

LEGEND OF FEEDER SIZES NOTES:

1. ALL EXISTING CONDUCTOR AND CONDUIT SIZES SHALL BE

FIELD VERIFIED BY THE ELECTRICAL CONTRACTOR PRIOR TO

EXECUTING WORK.

EH-02

EH-04

EH-03

EH-05

EH-06 EH-07

[PVC SCHEDULE 40]

[EMT]

[RGS]

2#10 & 1#10 GND. (TYPE USE)

1-1/4"-PVC SCHED. 40

VOLTAGE: 120/240V, 1Ø, 3WIRE

TRIP

BREAKER

PANELBOARD SCHEDULE - POWER PANEL "WSP"

DESCRIPTION

TEMP. COMFORT STATION FEED

POLE

WATERSHED PANEL FEED

DESCRIPTION

MOUNTING: SURFACE

AIC RATING: 10,000

CKT.

NO.

CKT.

NO.

LOAD

kVA

LOAD

kVA

BUSSING: COPPER

AMPERE RATING: 400A

MAINS: 400A-2P MCB

GROUND BUS: EQUIPMENT

TUB: SINGLE

NEUTRAL BUS: 100%

18A

23 24B

TRIP

BREAKER

POLE

FED FROM: UTILITY

SPARE

LOCATION: WATERSHED

10.4

3.2

25 26A

27 28B

29 30A

201-

SPARE

TOTAL CONNECTED LOAD = 53.2kVA

DEMAND LOAD = 33.4kVA

DEMAND + 25% SPARE = 41.8kVA

LOAD SUB-TOTALS: kVA32.0 21.2

31 32B

33 34A

35 36B

37 38A

39 40B

41 42A

201-

SPARE

401EXISTING SITE #9

401EXISTING SITE #11

-1-

PREPARED SPACE

-1-

PREPARED SPACE

-1-

PREPARED SPACE

-1-

PREPARED SPACE

SPARE201

EXISTING SITE #10401

PREPARED SPACE-1

ENCLOSURE: NEMA 3R

SPARE1252

FUTURE CAMPSITES #1 THRU #3

FUTURE CAMPSITES #4 THRU #61502

FUTURE CAMPSITES #7 THRU #8

FUTURE CAMPSITES #9 THRU #111502

SPARE201

-201-

SPARE

3013.6

EXISTING SITE #1

EXISTING SITE #3

EXISTING SITE #5

EXISTING SITE #7

EXISTING SITE #2301

EXISTING SITE #4301

EXISTING SITE #6301

EXISTING SITE #8401

VOLTAGE: 480V, 1Ø, 3WIRE

TRIP

BREAKER

PANELBOARD SCHEDULE - POWER PANEL "RBP"

DESCRIPTION

AMPHITHEATER POWER CENTER

POLE

PICNIC SHELTER POWER CENTER

DESCRIPTION

MOUNTING: SURFACE

AIC RATING: 10,000

CKT.

NO.

CKT.

NO.

LOAD

kVA

LOAD

kVA

BUSSING: COPPER

AMPERE RATING: 100A

MAINS: 40A-2P MCB

GROUND BUS: EQUIPMENT

TUB: SINGLE

NEUTRAL BUS: 100%

11 12B

TRIP

BREAKER

POLE

FED FROM: REGISTRATION PANEL VIA XFMR

LOCATION: REG. BUILDING

5.0 5.0

ENCLOSURE: NEMA 3R

SPARE

SPARE152

LOAD SUB-TOTALS: kVA5.0 5.0

TOTAL CONNECTED LOAD = 10.0kVA

DEMAND LOAD = 6.0kVA

DEMAND + 25% SPARE = 7.5kVA

PREPARED SPACE-1

-1-PREPARED SPACE

ARC FLASH LABEL NOTES:

1. ARC FLASH WARNING LABELS SHALL BE PROVIDED FOR EACH TRANSFORMER, DISCONNECT

SWITCH, AND PANELBOARD AT THE WEST THOMPSON LAKE CAMPGROUND. REFER TO

SPECIFICATION SECTION 26 28 01 COORDINATED POWER SYSTEM PROTECTION FOR FURTHER

REQUIREMENTS.

2. LABELS SHALL BE 4 INCH X 6 INCH THERMAL TRANSFER TYPE OF HIGH ADHESION POLYESTER FOR

EACH WORK LOCATION ANALYZED AND SHALL BE MACHINE PRINTED WITH NO FIELD MARKING.

THESE LABELS ARE SHOWN AS EXAMPLE ONLY AND DO NOT REFLECT THE ACTUAL DATA FOR THIS

PROJECT.

3. THE LABEL SHALL HAVE AN ORANGE HEADER WITH THE WORDING, "WARNING:SHOCK & ARC FLASH

HAZARD" IF THE CAL/CM2 IS LESS THAN 40 OR RED HEADER WITH THE WORDING "DANGER-DO NOT

WORK ON LIVE " IF CAL/CM2 IS GREATER THAN 40.

3.6

E-601

E L

E C

T R

I C

I S

E R

D I A

G R

A M

E W

T O

E W

T O

L I N

E W

M A

A N

S I

N T

A U

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

N E

N G

L A

T R

I C

I R

G I N

C O

N C

O R

D E

S I G

N E

D R

A W

C H

E C

K E

S U

B M

I T

T E

S I Z

S C

A L E

H E

E T

D R

A W

I N

O D

C O

N T

R A

S O

L I C

I T

A T

I O

I S

S U

A T

O F

SHEET ID

M A

R K

D E

S C

R I P

T I O

N D

A T

C A

M P

G R

O U

C T

R I C

A L

P G

R A

D E

W E

M P

S O

L A

K E

N O

R T

R O

S V

E N

O R

D A

L E

O N

N E

C T

I C

U T

T H

A W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

W W

J Q

SCALE: N.T.S

NEW WORK POWER RISER DIAGRAM

NOTES:

1. REFER TO SHEET E-001 FOR LEGEND, SYMBOLS, ABBREVIATIONS, AND GENERAL

NOTES.

2. SPLICES OF EXISTING AND NEW FEEDER CONDUCTORS SHALL BE COVERED WITH AN

INSULATION EQUIVALENT TO THAT OF THE CONDUCTORS OR WITH AN IDENTIFIED

INSULATING DEVICE. ALL SPLICING MEANS INSTALLED ON CONDUCTORS SHALL BE

APPROVED FOR WET LOCATIONS.

LINETYPE DENOTES EXISTING EQUIPMENT TO REMAIN.

LINETYPE DENOTES NEW EQUIPMENT.

KEYNOTES:

NEW UNDERGROUND CONDUIT AND WIRING FOR AMPHITHEATER AND PICNIC AREA

POWER CENTERS FROM BREAKER IN NEW REGISTRATION BUILDING PANEL "RBP" TO

NEW HANDHOLE EH-07 SHALL MATCH EXISTING IN ALL RESPECTS. PROVIDE

CONDUCTOR SPLICES IN NEW HANDHOLE EH-07 PER SPECIFICATION SECTION 26 20 00.

NEW CONDUIT AND WIRING, OVERHEAD IN WATERSHED AND UNDERGROUND, FOR

CAMPSITES #3 THRU #11 FROM BREAKERS IN NEW WATERSHED PANEL "WSP" TO

EXISTING HANDHOLE EH-02 SHALL MATCH EXISTING IN ALL RESPECTS. PROVIDE

CONDUCTOR SPLICES IN EXISTING HANDHOLE EH-02 PER SPECIFICATION SECTION 26

20 00.

NEW UNDERGROUND CONDUIT AND WIRING FOR CAMPSITES #1 AND #2 FROM

BREAKERS IN NEW WATERSHED PANEL "WSP" TO NEW HANDHOLE EH-04, SIZED PER

NFPA 70, SHALL MATCH EXISTING IN ALL RESPECTS. PROVIDE CONDUCTOR SPLICES IN

NEW HANDHOLE PER SPECIFICATION SECTION 26 20 00.

NEW UNDERGROUND CONDUIT AND WIRING FOR WELL PUMP #2 FROM NEW 15A-2P

BREAKER IN EXISTING WATERSHED PANEL TO NEW HANDHOLE EH-03 SHALL MATCH

EXISTING IN ALL RESPECTS. PROVIDE CONDUCTOR SPLICES IN NEW HANDHOLE EH-03

PER SPECIFICATION SECTION 26 20 00.

NEW UNDERGROUND CONDUIT AND WIRING FOR WELL PUMP #1 FROM NEW 15A-2P

BREAKER IN EXISTING WATERSHED PANEL TO NEW HANDHOLE EH-05 SHALL MATCH

EXISTING IN ALL RESPECTS. PROVIDE CONDUCTOR SPLICES IN NEW HANDHOLE EH-05

PER SPECIFICATION SECTION 26 20 00.

NEW PAD MOUNT TRANSFORMER FURNISHED AND INSTALLED BY EVERSOURCE.

NEW UNDERGROUND CONDUIT(S) AND WIRING FOR SERVICE CONDUCTORS INSTALLED

BY THE CONTRACTOR.

NEW UNDERGROUND CONDUIT AND WIRING TO EXISTING COMFORT STATION

DISCONNECT 200A SAFETY SWITCH INSTALLED BY THE CONTRACTOR.

James.M.Newman

•"<~ •' • •/ ••-, ,,,,~.• • • "c '• -•.• •

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WALTHAii. llAIL

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. J "xJ "sp//f ~SS Jand ~L.C. Copp~r hexxl

As Built ~awing tract No. DACW33-75ioosz

. :=Shower nxJ .- and c:urft!lin.

/Plywood

VE.NT! rl...A.Sl-llNG Scale g" • 1•-0•

_ -::SHOWE.R.. E.NCLOSUR.E._.

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NOTE.S

-/. For~f/on$ numb~re:d lhus @ see: £?w1· No. STD -57 sheef I fi>r foc.l:lftons. · Z. Pl'ovid~ !t!IHic~ joinf reinforcing

. eve_ry 2nd covrse of cemenf masom·v

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STANDARD FLAN ISSUED

WITHOUT CHANGE FOR

WEST THOMPSON LAKE 1975 SPEC. NO.OAC.:':J'/lOU.

APPROVED FOR -'NED BY

. I' 0 I' 2' 5' 314• • 1• -o· ~'liiiiiiiiii!!'!!!!!!!!!!'5iiiiiiiiiiiiil!!!!!!!!!!!.!!!!!

DEPARTMENT OF THE ARllY Ml.W ENGLAND DIYlllOM COllPI OF EMlllMEUI

WALTllMI, llAll.

111' t;jijiidi':~:-1 BASIC RECREATION FACILITIES

TWO SHOWER COMFORT STATION

ARCHITECTURAL

SECTIONS AND DETAILS

IHEETt

N.E.n. STAt-fDARD

CORPS OF ENGINEERS

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71..4 11 10'-4" 3!4" .

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~ ·For /ocolmn of f/olJI' rilf11'n se• Arch. D•g's .

FOUNDATION

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PLAN

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