Attachment A_Revised - CIVIL COMBINED.pdf

PDF 7 MB Posted Mar 23, 2021

Attached to: Design-Bid-Build, Repair B3 Mahan Hall, Naval War College, Naval Station Newport, Newport, RI
Solicitation number: N4008521R0164
Issued by: Department of the Navy Naval Facilities Engineering Command

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File	Type	Posted
N4008521R0164Rev5.pdf	PDF	Apr 8, 2021
N4008521R0164 Amendment 0008.pdf	PDF	Apr 8, 2021
Attachment R - MEI 2016-2018 Package and Parts Catalog.pdf	PDF	Apr 5, 2021
Attachment P - 074213 METAL WALL PANELS.pdf	PDF	Apr 5, 2021
Attachment U - DOR Basis of Design.pdf	PDF	Apr 5, 2021
Attachment S - United Drilling Review_Mahan Hall.pdf	PDF	Apr 5, 2021
Attachment T - Inside Air Drilling Double Sided Info Sheet.pdf	PDF	Apr 5, 2021
N4008521R0164 Amendment 0007.pdf	PDF	Apr 5, 2021
Attachment Q - Elevator Disconnect.pdf	PDF	Apr 5, 2021
N4008521R0164Rev4.pdf	PDF	Apr 1, 2021
N4008521R0164 Amendment 0006.pdf	PDF	Apr 1, 2021
Attachment M - Door Hardware Revisions.pdf	PDF	Apr 1, 2021
Attachment L - 01 32 17.00 20 NAS rev 3_30_2021Mahan.pdf	PDF	Apr 1, 2021
Attachment O - Second Site Visit Log.pdf	PDF	Apr 1, 2021
Attachment N - Amendments Acknowledged.pdf	PDF	Apr 1, 2021
N4008521R0164Rev3.pdf	PDF	Mar 23, 2021
Attachment A_Revised - FIRE PROTECTION COMBINED.pdf	PDF	Mar 23, 2021
Attachment A_Revised - MECHANICAL COMBINED.pdf	PDF	Mar 23, 2021
Attachment A_Revised - STRUCTURE COMBINED.pdf	PDF	Mar 23, 2021
Attachment A_Revised - PLUMBING COMBINED.pdf	PDF	Mar 23, 2021
N4008521R0164 Amendment 0005.pdf	PDF	Mar 23, 2021
Attachment K - Updated Base Access Requirements.pdf	PDF	Mar 23, 2021
Attachment A_Revised - HAZMAT COMBINED.pdf	PDF	Mar 23, 2021
Attachment A_Revised - LIFE SAFETY COMBINED.pdf	PDF	Mar 23, 2021
Attachment A_Revised - ELECTRICAL COMBINED.pdf	PDF	Mar 23, 2021
Attachment A_Revised - 201130_Mahan_Specifications.pdf	PDF	Mar 23, 2021
Attachment A_Revised - ARCHITECTURE COMBINED.pdf	PDF	Mar 23, 2021
Attachment A_Revised - FIRE ALARM COMBINED.pdf	PDF	Mar 23, 2021
Attachment J - Added SOW_Ridem Permit_Test Pit_ Retention.pdf	PDF	Mar 23, 2021
N4008521R0164 Amendment 0004.pdf	PDF	Mar 19, 2021
Attachment I-Site Visit Attendee Form.xlsx	XLSX spreadsheet	Mar 19, 2021
N4008521R0164Rev2.pdf	PDF	Mar 17, 2021
Attachment G-SOW Mahan Hall Archives.pdf	PDF	Mar 17, 2021
N4008521R0164 Amendment 0003.pdf	PDF	Mar 17, 2021
Attachment H - Contractor Laydown Area.pdf	PDF	Mar 17, 2021
Attachment E - SECNAV FORM 5512 EXAMPLE.PDF	PDF	Mar 11, 2021
Attachment F-Site Visit Log.pdf	PDF	Mar 11, 2021
N4008521R0164 Amendment 0002.pdf	PDF	Mar 11, 2021
Attachment E - Verification of Mode of Transportation Form.xlsx	XLSX spreadsheet	Feb 25, 2021
N4008521R0164Rev1.pdf	PDF	Feb 25, 2021
N4008521R0164 Amendment 0001.pdf	PDF	Feb 25, 2021
Attachment C- Pre-Proposal Inquiry Form.xlsx	XLSX spreadsheet	Feb 17, 2021
Attachment A- A-300s.pdf	PDF	Feb 12, 2021
Attachment A- I-100s.pdf	PDF	Feb 12, 2021
Attachment E- SECNAV Form 5512-NSNPT- Dec 2019.pdf	PDF	Feb 12, 2021
Attachment A- A-400s.pdf	PDF	Feb 12, 2021
Attachment A- AD-100s.pdf	PDF	Feb 12, 2021
Attachment A- A-200s.pdf	PDF	Feb 12, 2021
Attachment E- CO Vetting Memo.pdf	PDF	Feb 12, 2021
Attachment A- FIRE PROTECTION COMBINED.pdf	PDF	Feb 12, 2021

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AVEN

BLDG 1

LUCE HALL

BLDG 1A

PRINGLE HALL

BLDG 3

MAHAN HALL

C U

S H

R O

A D

BLDG 683 SPRUANCE HALL

E A

V E

N U

E A

V E

N U

M A

H A

N H

N A

V A

S E

N G

E R

C O

M M

A N

SYMMES MAINI & McKEE ASSOCIATES

1000 Massachusetts Avenue

Cambridge, Massachusetts 02138

P:617.547.5400 F:617.648.4920

LEGEND

NOTES

1. EXISTING CONDITIONS SHOWN HEREON WERE TAKEN FROM A PLAN PREPARED BY

AECOM ENTITLED EXISTING SITE CONDITIONS, REPAIR/MODERNIZATION BLDG. 3CHI

MAHAN HALL, NAVAL WAR COLLEGE, NEWPORT NAVAL STATION, NEWPORT RI, DATED

08-30-2012.

2. THE EXISTING SITE CONDITIONS PLAN IS BASED UPON ON-THE-GROUND, INSTRUMENT

SURVEYS MADE JULY AND AUGUST, 2010, MAY 11 AND OCTOBER, 2011 AND FEBRUARY,

2012. SOME OF THE OBSERVATIONS FOR THE HORIZONTAL CONTROL WERE MADE IN

MARCH, 2006.

3. COORDINATES, IN U.S. SURVEY FEET, ARE IN THE RHODE ISLAND STATE PLANE

COORDINATE SYSTEM, REFERENCED TO THE NORTH AMERICAN DATUM OF 1927 (NAD 27),

AS DETERMINED BY SMC'S PROJECT NETWORK OF G.P.S. OBSERVATIONS AND TOTAL

STATION TRAVERSING, BASED ON THE FOLLOWING NATIONAL GEODETIC SURVEY (N.G.S.)

STATIONS ON COASTERS HARBOR ISLAND, NAVAL STATION, NEWPORT, RI, THE

PUBLISHED COORDINATES OF WHICH WERE TRANSFORMED FROM NAD 83 TO NAD 27

USING CORPSCON V6.0.1 SOFTWARE: "NPRI," A CONTINUOUSLY OPERATING REFERENCE

STATION (C.O.R.S.) ANTENNA-CURRENTLY NOT OPERATIONAL--ATOP A CONCRETE PYLON

ON THE SOUTH SIDE OF PORTER AVE., WEST OF BUILDING NO. 55, COASTERS HARBOR

ISLAND; AND "NPRI A," A NATIONAL GEODETIC SURVEY DISK ON TOP OF THE

SOUTHWESTERLY ABUTMENT FOR THE GATE 1 BRIDGE, COASTERS HARBOR ISLAND.

GRID TICKS ARE SHOWN AT 200 FT. INTERVALS.

4. ELEVATIONS, IN U.S. SURVEY FEET, ARE REFERENCED TO THE NAVAL STATION MEAN

LOW WATER VERTICAL DATUM (NAVSTA MLW), AS DETERMINED BY SMC'S PROJECT

NETWORK OF DIFFERENTIAL LEVELING AND TOTAL STATION TRAVERSING, BASED NAVAL

STATION BENCH MARK TIDAL 1 (A DISK FOUND IN THE EAST FACE OF THE

NORTHEASTERLY CORNER OF BLDG NO. 1, LUCE HALL, SHOWN HEREON), AND NAVAL

STATION BENCHMARK TIDAL 6 (U.S.C.& G.S. DISK "6 1943" FOUND IN A CONCRETE PIER AT

THE NORTHWESTERLY CORNER OF THE MARINA AT GATE 1): B.M. TIDAL 1: ELEV. = 36.04 ft.

(NAVSTA MLW) B.M. TIDAL 6: ELEV. = 7.90 ft. (NAVSTA MLW) VERTICAL DATUM

RELATIONSHIPS:

NAVD 88

NGVD 29

NAVSTA MLW DATUM

4. THE LAND DEPICTED HEREON LIES ENTIRELY WITHIN THE BOUNDARIES OF THE NAVAL

STATION NEWPORT, RI, PROPERTY OWNED BY THE UNITED STATES OF AMERICA, AND NO

NEWPORT, RI MAP AND PARCEL NUMBERS WERE OBTAINED FOR THIS SURVEY.

5. SUBSURFACE UTILITY LINES AND FEATURES, AS SHOWN HEREON, WERE COMPILED FROM

FIELD EVIDENCE, A SURFACE GEOPHYSICAL SURVEY AND/OR AVAILABLE RECORD

INFORMATION, AND THEIR LOCATIONS ARE ONLY APPROXIMATE. ACTUAL LOCATIONS MUST

BE DETERMINED IN THE FIELD. THE APPROPRIATE UTILITIES MUST BE CONSULTED. BEFORE

CONSTRUCTION, ALL UTILITIES, PUBLIC AND PRIVATE, MUST BE NOTIFIED (SEE RHODE

ISLAND GENERAL LAWS, SECTION 39-1.2). CALL "DIG SAFE" 1-888-DIG-SAFE (888-344-7233).

THE SUFFIX (R) DENOTES SUBSURFACE UTILITY LOCATIONS AND/OR ATTRIBUTES

ACCORDING TO RECORD INFORMATION. RECORD(R) UTILITY INFORMATION IS ALSO SHOWN

IF IT IS SIGNIFICANTLY DIFFERENT FROM SURVEYED DATA.

6. A GEOPHYSICAL SURVEY OF THIS SITE WAS PERFORMED AUGUST, 2010, BY GEOPHYSICAL

APPLICATIONS, INC. (GAI), HOLLISTON, MA, USING SURFACE INSTRUMENTS TO DETECT THE

LOCATIONS OF SUBSURFACE FEATURES. THOSE SUBSURFACE LINES DETECTED IN THE

GEOPHYSICAL SURVEY FOR WHICH THE UTILITY SYSTEM CAN BE IDENTIFIED BY RECORD (R)

HAVE BEEN INCORPORATED INTO THIS EXISTING SITE CONDITIONS PLAN AND ARE ALSO

LABELED WITH (G); THOSE SUBSURFACE FEATURES WHICH APPEAR TO BE DUCT BANKS,

VAULTS OR FLAT OBJECTS ARE SHOWN HEREON USING THE SYMBOLOGY OF THE

GEOPHYSICAL SURVEY (AS EXPLAINED IN THE LEGEND); AND THOSE SUBSURFACE

FEATURES, THE IDENTITIES OF WHICH ARE UNKNOWN, ARE SHOWN HEREON USING THE

SYMBOLOGY OF THE GEOPHYSICAL SURVEY (AS EXPLAINED IN THE LEGEND).

C-101

AutoCAD SHX Text

WG R=33.49

AutoCAD SHX Text

DSL

AutoCAD SHX Text

EHH R=33.67

AutoCAD SHX Text S

AutoCAD SHX Text

EHH R=34.84

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

WG R=35.16

AutoCAD SHX Text

HYD

AutoCAD SHX Text

EHH R=35.52

AutoCAD SHX Text

DSL

AutoCAD SHX Text

EHH R=32.05

AutoCAD SHX Text

HYD

AutoCAD SHX Text

WG R=31.31

AutoCAD SHX Text

EHH R=28.52

AutoCAD SHX Text

EMH R=27.58

AutoCAD SHX Text

DMH R=35.79

AutoCAD SHX Text

STMH R=45.18

AutoCAD SHX Text

STMH R=44.92

AutoCAD SHX Text S

AutoCAD SHX Text

GG R=36.19

AutoCAD SHX Text

CB R=34.32

AutoCAD SHX Text

CB R=43.88

AutoCAD SHX Text

STMH R=43.81

AutoCAD SHX Text

CB R=32.25 SILT=29± NPV

AutoCAD SHX Text

DMH R=35.82

AutoCAD SHX Text

CB R=35.32 I=31.7

AutoCAD SHX Text

CB R=34.83 TOW=32.8 SUMP=32.2 NPV

AutoCAD SHX Text

DMH R=36.46 I=34.54(4"N) I=33.67(12"E) I=33.67(12"S)

AutoCAD SHX Text

DMH R=36.65 I=33.75(6"N) I=34.73(4"E) I=34.73(4"W)

AutoCAD SHX Text

CB R=36.19 I=34.11(4")

AutoCAD SHX Text

CB R=36.09 I=34.42(6")

AutoCAD SHX Text

EMH R=36.76

AutoCAD SHX Text

EMH R=37.13

AutoCAD SHX Text S

AutoCAD SHX Text

WG R=37.54

AutoCAD SHX Text

HYD

AutoCAD SHX Text

WG R=36.28

AutoCAD SHX Text

CB R=36.73 8"OUT=35.83

AutoCAD SHX Text

CB R=36.64 I=35.12(8"E) I=35.12(8"W)

AutoCAD SHX Text

STMH R=40.74

AutoCAD SHX Text

CB R=39.97 I=38.55(8"E) I=38.39(8"W)

AutoCAD SHX Text

DOOR TH=34.97

AutoCAD SHX Text

DOOR TH=33.52

AutoCAD SHX Text

DOOR TH=41.83

AutoCAD SHX Text

BRICK WALK

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CONC BENCH

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CONC BENCH

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CONC BENCH

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CONC BENCH

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CONC CURB

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CONC CURB

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CONC CURB

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CONC CURB

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CONC CURB

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CONC CURB

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CONC CURB

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BRICK WALK

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CONC BENCH

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STONE

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CONC WALK

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BRICK WALK

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CONC BENCH

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CONC SLAB COVERED TRENCH STEAM(R)

AutoCAD SHX Text

CONC WALK

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CONC WALK

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CONC WALK

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CONC WALK

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CONC WALK

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CONC WALK

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CONC

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GRASS

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GRASS

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CONC WALL

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CRW

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CRW

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CRW

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CRW

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CRW

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CONC RET WALL

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CRW

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CRW

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CRW

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TRANS/ CONC PAD

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

DMH R=36.46 TOW=33.7 SUMP=32.7

AutoCAD SHX Text

CB R=33.39

AutoCAD SHX Text

SMH R=36.2 I=24.42(8"N) I=30.48(6"NE) I=25.01(6"E) I=28.85(4"E) I=24.13(8"S)

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

DOOR TH=33.54

AutoCAD SHX Text

DOOR TH=37.12

AutoCAD SHX Text

DOOR STONE TH=37.10

AutoCAD SHX Text

DOOR STONE TH=37.08

AutoCAD SHX Text

DOOR TH=41.83

AutoCAD SHX Text

DOOR TH=31.72

AutoCAD SHX Text

TH=41.03

AutoCAD SHX Text

CONC DOOR WELL TH=29.12

AutoCAD SHX Text

CRW/MHR

AutoCAD SHX Text

CONC STEPS/ DOOR WELL

AutoCAD SHX Text

DOOR TH=31.74

AutoCAD SHX Text

6.5' HIGH MASONRY WALL

AutoCAD SHX Text

WG R=29.02

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CONC STEPS

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AC/CP

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UG VAULT

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UG VAULT

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AC/CP

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GRASS

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CONC STEPS

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CRW W/MHR

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CONC STEPS W/MHR'S

AutoCAD SHX Text

EMH R=36.82

AutoCAD SHX Text

CB R=40.11 I=35.78(6"N) I=35.53(4"S) I=35.48(8"W)

AutoCAD SHX Text

CONC WINDOW WELL

AutoCAD SHX Text

CONC STEPS

AutoCAD SHX Text

CONC STEPS

AutoCAD SHX Text

EMH/CP R=37.32

AutoCAD SHX Text

SRW/MHR

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STONE EDGING

AutoCAD SHX Text

CONC GUTTER

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GRASS

AutoCAD SHX Text

DMH R=33.63

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CBRW

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STONE STEPS

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GP'S

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PVI

AutoCAD SHX Text

HH R=35.59

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GRASS

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MECHANICAL COURTYARD

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COLUMN (TYP)

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STONE STEPS

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CB R=35.06

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PLANTED

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FIRE ESCAPE

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BCW

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BCW

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CRW

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1 STORY PASSAGEWAY

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CONC PAD

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GP'S

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CONC FNDN

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AC UNIT/ CONC PAD

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TRANS/ CONC PAD

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GRASS

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AC VENT

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CONC STEPS W/MHR

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LPB

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LPB

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4"D IN PL

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MEMORIAL PLAQUE

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CONC TERRACE

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CRW W/ CONC POST & CHAIN FENCE

AutoCAD SHX Text 18"D

AutoCAD SHX Text 12"D

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STONE STEPS

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STONE STEPS

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STONE STEPS

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STONE STEPS

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STONE STEPS

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CRW W/ CONC POST & CHAIN FENCE

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AutoCAD SHX Text 24"D

AutoCAD SHX Text 18"D

AutoCAD SHX Text 14"D

AutoCAD SHX Text 24"D

AutoCAD SHX Text 16"D

AutoCAD SHX Text 18"E

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AC/CP

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AC/ CP

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WOOD RAMP

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AC UNIT

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MEMORIAL PLAQUE

AutoCAD SHX Text

STONE

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AutoCAD SHX Text 24"D

AutoCAD SHX Text

DOOR TH=31.87

AutoCAD SHX Text

WOOD LANDING

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BIT CONC

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BCP

AutoCAD SHX Text

WOOD COVER

AutoCAD SHX Text I=39.9

AutoCAD SHX Text I=30.2

AutoCAD SHX Text I=33.1

AutoCAD SHX Text

4"D CIP

AutoCAD SHX Text I=34.2

AutoCAD SHX Text

4"D CIP

AutoCAD SHX Text

AutoCAD SHX Text I=25.3

AutoCAD SHX Text I=25.7

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6"D CIP(R)(G)

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8"D CIP

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8"D AC(R)

AutoCAD SHX Text

4"D CIP (R)(G)

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6"D CIP

AutoCAD SHX Text

6"D PVC

AutoCAD SHX Text I=33.9

AutoCAD SHX Text

6"D CIP(R)(G)

AutoCAD SHX Text I=32.2

AutoCAD SHX Text I=28.9

AutoCAD SHX Text I=32.6

AutoCAD SHX Text

12"D PVC

AutoCAD SHX Text I=28.9

AutoCAD SHX Text

12"D ACP(R)(G)

AutoCAD SHX Text I=28.8

AutoCAD SHX Text I=28.7

AutoCAD SHX Text 8"S(R)

AutoCAD SHX Text I=31.2

AutoCAD SHX Text

12"D AC (R)(G)

AutoCAD SHX Text I=31.1

AutoCAD SHX Text

12"D AC(R)

AutoCAD SHX Text I=31.1

AutoCAD SHX Text I=31.3

AutoCAD SHX Text I=30.7

AutoCAD SHX Text I=30.8

AutoCAD SHX Text I=29.0

AutoCAD SHX Text 4"S

AutoCAD SHX Text I=24.4

AutoCAD SHX Text 8"S(R)

AutoCAD SHX Text

DOOR TH=40.99

AutoCAD SHX Text

GRAVEL

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VENT

AutoCAD SHX Text

SRW W/CONC POSTS & MHR

AutoCAD SHX Text

CONC WINDOW WELL

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

FD 4"D RCP R=28.60 I=28.1

AutoCAD SHX Text E

AutoCAD SHX Text

DOOR TH=37.03

AutoCAD SHX Text

STONE

AutoCAD SHX Text

BIT CONC

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GRASS

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

BIT CONC

AutoCAD SHX Text

CONC GUTTER

AutoCAD SHX Text

CRW

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC GUTTER

AutoCAD SHX Text

FD R=35.48

AutoCAD SHX Text

1"E RSR

AutoCAD SHX Text

4"E RSRS

AutoCAD SHX Text

BCP

AutoCAD SHX Text

FIRE CONN

AutoCAD SHX Text

SUSPENDED 4"E CIP

AutoCAD SHX Text

CO R=33.15 SILT=32.1 NPV

AutoCAD SHX Text

FL/EB'S

AutoCAD SHX Text

ELEC BOX W/ CONDUITS

AutoCAD SHX Text E

AutoCAD SHX Text

AC VENT

AutoCAD SHX Text E

AutoCAD SHX Text

CIP VENT PIPE

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1"D CIP

AutoCAD SHX Text

4" TRENCH DRAIN R=35.19

AutoCAD SHX Text

4"D PVC

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BCP

AutoCAD SHX Text

WINDOW SILL=36.25

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5" TRENCH DRAIN R=31.80

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ACCESS DOOR

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DOOR

AutoCAD SHX Text

TMH R=37.09

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3 STORY STONE

AutoCAD SHX Text

CRW

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SRW

AutoCAD SHX Text

GRAV

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1 STORY PASSAGEWAY

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BCP

AutoCAD SHX Text W(M)(R)(G)

AutoCAD SHX Text 2"G(M)

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E(M)ABAND(R)

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CONC FNDN

AutoCAD SHX Text W(M)

AutoCAD SHX Text

CONC WALL

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6"D PVC (R)(G)

AutoCAD SHX Text

CB R=33.28 I=30.61(6"N) I=31.86(8"W)

AutoCAD SHX Text

8"D CIP

AutoCAD SHX Text

CONC LANDING W/MHR'S

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1 STORY STONE

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GRASS

AutoCAD SHX Text

BIT CONC

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GRASS

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DSL

AutoCAD SHX Text

BIT CONC

AutoCAD SHX Text

DOOR WELL TH=31.77 (UNDER)

AutoCAD SHX Text E(M)

AutoCAD SHX Text

SWITCH BOX

AutoCAD SHX Text E

AutoCAD SHX Text W

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ENTRANCE TO PARKING GARAGE

AutoCAD SHX Text

GRASS

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CONC STEPS/ DOOR WELL

AutoCAD SHX Text E(R)

AutoCAD SHX Text W(M)(R)(G)

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SPIGOT

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FIRE CONN

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GRASS

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GRASS

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STONE COLUMN (TYP)

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BCP

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ST(M)

AutoCAD SHX Text 2"G(R)(G)

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BIT CONC

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BIT CONC

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SPIGOT

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COM(M)

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COM(M)

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H'CAP

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CONC FNDN (TYP)

AutoCAD SHX Text T(M)(G)

AutoCAD SHX Text E(M)(R)

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NPV

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NPV

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NPV

AutoCAD SHX Text 12"D(R)

AutoCAD SHX Text E(R)(G)

AutoCAD SHX Text 8"W(R)(G)

AutoCAD SHX Text W(R)

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ST(G)

AutoCAD SHX Text E(R)(G)

AutoCAD SHX Text E(R)

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2 1/2 STORY STONE

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2 1/2 STORY STONE

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2 1/2 STORY STONE

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GALLERY

AutoCAD SHX Text T(M)

AutoCAD SHX Text

FD R=31.08

AutoCAD SHX Text

FD R=31.76

AutoCAD SHX Text

CO R=34.12 1' UP

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CONC WALL

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CONC STEP

AutoCAD SHX Text

MEMORIAL PLAQUE

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WG(R)

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BENCHMARK TIDAL 1 FOUND DISK SET VERTICALLY IN BLDG FACE ELEV=36.04 (NAVSTA MLW)

AutoCAD SHX Text

DMH R=28.84

AutoCAD SHX Text

DEWELDON PLAZA

AutoCAD SHX Text

8"D ACP(R)(G)

AutoCAD SHX Text E(R)

AutoCAD SHX Text

EM'S

AutoCAD SHX Text 40.13

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12"D ACP(R)(G)

AutoCAD SHX Text

12"D ACP(R)(G)

AutoCAD SHX Text 6"D(G)

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12"D ACP

AutoCAD SHX Text D (R)(G)

AutoCAD SHX Text 2"G(R)(G)

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12"D ACP(R)(G)

AutoCAD SHX Text 4"

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12"D ACP(R)

AutoCAD SHX Text E(R)

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12"D ACP

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(2)ELEC CONDUIT

AutoCAD SHX Text E

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(3)VERT ELEC CONDUIT

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12"D ACP(R)

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12"D RCP

AutoCAD SHX Text E(R)(G)

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15"D ACP

AutoCAD SHX Text E(R)(G)

AutoCAD SHX Text E(R)

AutoCAD SHX Text D(G)

AutoCAD SHX Text E(R)(G)

AutoCAD SHX Text W(R)(G)

AutoCAD SHX Text 8"W(R)(G)

AutoCAD SHX Text W(R)(G)

AutoCAD SHX Text 8"W(R)(G)

AutoCAD SHX Text E(G)

AutoCAD SHX Text T(M)(R)

AutoCAD SHX Text E(G)

AutoCAD SHX Text T(G)

AutoCAD SHX Text T(M)

AutoCAD SHX Text E(R)(G)

AutoCAD SHX Text W(G)

AutoCAD SHX Text D(G)

AutoCAD SHX Text

12"D ACP (R)(G)

AutoCAD SHX Text 4"D(R)

AutoCAD SHX Text

12"D ACP (R)

AutoCAD SHX Text

ST(G)

AutoCAD SHX Text E(R)

AutoCAD SHX Text E(R)(G)

AutoCAD SHX Text W(R)(G)

AutoCAD SHX Text W(R)

AutoCAD SHX Text E(M)

AutoCAD SHX Text T(M)

AutoCAD SHX Text

ST(R)

AutoCAD SHX Text E(G)

AutoCAD SHX Text W(R)(G)

AutoCAD SHX Text

ST(R)(G)

AutoCAD SHX Text

ST(R)(G)

AutoCAD SHX Text

ST(R)(G)

AutoCAD SHX Text

ST(R)

AutoCAD SHX Text

ST(R)

AutoCAD SHX Text

DMH R=31.39 (0.8' BELOW GROUND) CIRCULAR CONC BLOCK INSIDE DIAM=4'

AutoCAD SHX Text I=27.8

AutoCAD SHX Text 32.0

AutoCAD SHX Text I=24.2

AutoCAD SHX Text I=25.4

AutoCAD SHX Text

DRAIN HH R=36.14 I=32.31(8"E) I=28.56(12"W)

AutoCAD SHX Text

CONC HEADWALL

AutoCAD SHX Text I=12.4

AutoCAD SHX Text I=22.3

AutoCAD SHX Text I=22.6

AutoCAD SHX Text 29.5

AutoCAD SHX Text 13.5

AutoCAD SHX Text 13.1

AutoCAD SHX Text 15.0

AutoCAD SHX Text

I=33.4 (EXPOSED /BROKEN)

AutoCAD SHX Text

8"D RCP (ABANDONED) (REF. NO. 23)

AutoCAD SHX Text

12"D ACP (R)(G)

AutoCAD SHX Text

12"D ACP (R)

AutoCAD SHX Text 4"D(R)

AutoCAD SHX Text

STONE

AutoCAD SHX Text

STONE

AutoCAD SHX Text

CRW

AutoCAD SHX Text

STONE

AutoCAD SHX Text

STONE

AutoCAD SHX Text

CONC STEPS

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

CONC STEPS

AutoCAD SHX Text

CONC

AutoCAD SHX Text

METAL HANDRAIL

AutoCAD SHX Text 24.62

AutoCAD SHX Text 24.86

AutoCAD SHX Text 24.44

AutoCAD SHX Text 25.02

AutoCAD SHX Text 25.72

AutoCAD SHX Text 26.23

AutoCAD SHX Text 27.48

AutoCAD SHX Text 27.45

AutoCAD SHX Text 27.80

AutoCAD SHX Text 24.99

AutoCAD SHX Text 27.81

AutoCAD SHX Text 36.85

AutoCAD SHX Text 36.90

AutoCAD SHX Text 37.02

AutoCAD SHX Text 36.92

AutoCAD SHX Text 36.91

AutoCAD SHX Text 37.04

AutoCAD SHX Text 40.54

AutoCAD SHX Text 40.50

AutoCAD SHX Text 37.04

AutoCAD SHX Text 36.89

AutoCAD SHX Text 36.84

AutoCAD SHX Text 36.67

AutoCAD SHX Text 36.87

AutoCAD SHX Text 36.86

AutoCAD SHX Text 36.80

AutoCAD SHX Text 36.92

AutoCAD SHX Text 36.79

AutoCAD SHX Text 36.89

AutoCAD SHX Text 40.52

AutoCAD SHX Text 40.43

AutoCAD SHX Text 40.40

AutoCAD SHX Text 40.38

AutoCAD SHX Text 40.4

AutoCAD SHX Text 40.53

AutoCAD SHX Text 24.97

AutoCAD SHX Text

ST(R)

AutoCAD SHX Text

DOOR TH=37.36

AutoCAD SHX Text

DOOR TH=37.44

AutoCAD SHX Text

CONC RAMP

AutoCAD SHX Text 40.81

AutoCAD SHX Text

SD R=36.66

AutoCAD SHX Text

DOOR TH= 37.49

AutoCAD SHX Text

2 STORY MASONRY

AutoCAD SHX Text 36.5

AutoCAD SHX Text 36.0

AutoCAD SHX Text

SD R=36.62 I=34.6

AutoCAD SHX Text

SD R=40.32 NPV

AutoCAD SHX Text

SD R=39.58

AutoCAD SHX Text I=34.7

AutoCAD SHX Text

SD R=40.36 I=39.3

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

DOOR TH=40.92

AutoCAD SHX Text 6"D

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

1 STORY MASONRY

AutoCAD SHX Text

CONC BENCH

AutoCAD SHX Text 40.83

AutoCAD SHX Text 40.71

AutoCAD SHX Text 40.32

AutoCAD SHX Text 40.19

AutoCAD SHX Text 40.77

AutoCAD SHX Text 40.63

AutoCAD SHX Text 36.98

AutoCAD SHX Text 40.22

AutoCAD SHX Text 40.43

AutoCAD SHX Text 40.3

AutoCAD SHX Text 40.05

AutoCAD SHX Text 40.68

AutoCAD SHX Text 35.55

AutoCAD SHX Text 39.96

AutoCAD SHX Text 35.56

AutoCAD SHX Text 35.53

AutoCAD SHX Text 35.44

AutoCAD SHX Text 40.8

AutoCAD SHX Text 40.5

AutoCAD SHX Text 40.7

AutoCAD SHX Text 40.5

AutoCAD SHX Text 29.09

AutoCAD SHX Text 30.16

AutoCAD SHX Text 31.04

AutoCAD SHX Text 31.89

AutoCAD SHX Text 42.16

AutoCAD SHX Text 44.57

AutoCAD SHX Text 44.99

AutoCAD SHX Text 44.86

AutoCAD SHX Text 42.13

AutoCAD SHX Text 41.55

AutoCAD SHX Text 42.66

AutoCAD SHX Text 42.07

AutoCAD SHX Text 46.15

AutoCAD SHX Text 45.61

AutoCAD SHX Text 44.69

AutoCAD SHX Text 44.01

AutoCAD SHX Text 43.99

AutoCAD SHX Text 43.46

AutoCAD SHX Text 45.86

AutoCAD SHX Text 44.04

AutoCAD SHX Text 44.72

AutoCAD SHX Text 44.53

AutoCAD SHX Text 44.08

AutoCAD SHX Text 31.33

AutoCAD SHX Text 30.84

AutoCAD SHX Text 29.06

AutoCAD SHX Text 28.74

AutoCAD SHX Text 29.60

AutoCAD SHX Text 29.93

AutoCAD SHX Text 27.04

AutoCAD SHX Text 27.37

AutoCAD SHX Text 29.17

AutoCAD SHX Text 28.72

AutoCAD SHX Text 31.08

AutoCAD SHX Text 31.35

AutoCAD SHX Text 30.89

AutoCAD SHX Text 30.59

AutoCAD SHX Text 27.82

AutoCAD SHX Text 28.16

AutoCAD SHX Text 44.88

AutoCAD SHX Text 44.68

AutoCAD SHX Text 44.01

AutoCAD SHX Text 42.97

AutoCAD SHX Text 40.20

AutoCAD SHX Text 40.27

AutoCAD SHX Text 42.19

AutoCAD SHX Text 31.77

AutoCAD SHX Text 31.52

AutoCAD SHX Text 30.74

AutoCAD SHX Text 30.26

AutoCAD SHX Text 30.79

AutoCAD SHX Text 27.72

AutoCAD SHX Text 36.12

AutoCAD SHX Text 36.38

AutoCAD SHX Text 37.96

AutoCAD SHX Text 37.8

AutoCAD SHX Text 38.25

AutoCAD SHX Text 37.9

AutoCAD SHX Text 38.05

AutoCAD SHX Text 38.33

AutoCAD SHX Text 37.97

AutoCAD SHX Text 36.35

AutoCAD SHX Text 37.90

AutoCAD SHX Text 37.89

AutoCAD SHX Text 36.35

AutoCAD SHX Text 37.94

AutoCAD SHX Text 34.05

AutoCAD SHX Text 34.02

AutoCAD SHX Text 31.43

AutoCAD SHX Text 31.48

AutoCAD SHX Text 36.52

AutoCAD SHX Text 38.00

AutoCAD SHX Text 36.45

AutoCAD SHX Text 37.89

AutoCAD SHX Text 37.9

AutoCAD SHX Text 38.23

AutoCAD SHX Text 37.97

AutoCAD SHX Text 36.40

AutoCAD SHX Text 40.0

AutoCAD SHX Text 40.2

AutoCAD SHX Text 40.3

AutoCAD SHX Text 40.72

AutoCAD SHX Text 36.2

AutoCAD SHX Text 36.29

AutoCAD SHX Text 40.3

AutoCAD SHX Text 31.17

AutoCAD SHX Text 38.27

AutoCAD SHX Text 36.34

AutoCAD SHX Text 36.17

AutoCAD SHX Text 36.13

AutoCAD SHX Text 30.54

AutoCAD SHX Text 36.43

AutoCAD SHX Text 34.01

AutoCAD SHX Text 36.46

AutoCAD SHX Text 40.56

AutoCAD SHX Text 40.9

AutoCAD SHX Text 36.50

AutoCAD SHX Text 36.39

AutoCAD SHX Text 40.80

AutoCAD SHX Text 40.23

AutoCAD SHX Text 40.67

AutoCAD SHX Text 40.5

AutoCAD SHX Text 32.0

AutoCAD SHX Text 29.5

AutoCAD SHX Text 33.43

AutoCAD SHX Text 33.04

AutoCAD SHX Text 33.16

AutoCAD SHX Text 32.62

AutoCAD SHX Text 33.32

AutoCAD SHX Text 33.1

AutoCAD SHX Text 36.4

AutoCAD SHX Text 38.5

AutoCAD SHX Text 39.1

AutoCAD SHX Text 38.6

AutoCAD SHX Text 37.3

AutoCAD SHX Text 32.9

AutoCAD SHX Text 33.20

AutoCAD SHX Text 33.1

AutoCAD SHX Text 33.37

AutoCAD SHX Text 37.16

AutoCAD SHX Text 38.87

AutoCAD SHX Text 36.1

AutoCAD SHX Text 36.3

AutoCAD SHX Text 35.9

AutoCAD SHX Text 33.1

AutoCAD SHX Text 33.00

AutoCAD SHX Text 33.1

AutoCAD SHX Text E(R)(G)

AutoCAD SHX Text 40.50

AutoCAD SHX Text 41.82

AutoCAD SHX Text 40.5

AutoCAD SHX Text 41.86

AutoCAD SHX Text W(R)

AutoCAD SHX Text

AutoCAD SHX Text 41.06

AutoCAD SHX Text 38.41

AutoCAD SHX Text 41.85

AutoCAD SHX Text 41.23

AutoCAD SHX Text 41.27

AutoCAD SHX Text 41.79

AutoCAD SHX Text 38.08

AutoCAD SHX Text 42.02

AutoCAD SHX Text

VENTPIPE

AutoCAD SHX Text 40.3

AutoCAD SHX Text 39.4

AutoCAD SHX Text W(R)(G)

AutoCAD SHX Text 33.05

AutoCAD SHX Text 40.2

AutoCAD SHX Text 41.82

AutoCAD SHX Text 33.05

AutoCAD SHX Text W(R)

AutoCAD SHX Text W(G)

AutoCAD SHX Text W(M)

AutoCAD SHX Text W(R)

AutoCAD SHX Text

4"D CIP

AutoCAD SHX Text

FD 4"D VCP R=33.47 I=32.6 (AT ELBOW)

AutoCAD SHX Text

FD 4"D VCP R=33.63 TOS=32.6

AutoCAD SHX Text

12"D ACP(R)

AutoCAD SHX Text 4"D(R)

AutoCAD SHX Text

CONC GUTTER

AutoCAD SHX Text

CONC GUTTER

AutoCAD SHX Text 40.2

AutoCAD SHX Text 39.10

AutoCAD SHX Text 40.0

AutoCAD SHX Text 39.30

AutoCAD SHX Text 40.4

AutoCAD SHX Text 39.7

AutoCAD SHX Text 39.56

AutoCAD SHX Text 39.42

AutoCAD SHX Text 39.27

AutoCAD SHX Text 39.7

AutoCAD SHX Text 39.82

AutoCAD SHX Text 39.64

AutoCAD SHX Text 40.13

AutoCAD SHX Text 40.00

AutoCAD SHX Text 41.2

AutoCAD SHX Text 39.87

AutoCAD SHX Text 40.6

AutoCAD SHX Text

AutoCAD SHX Text 40.04

AutoCAD SHX Text 40.2

AutoCAD SHX Text 39.69

AutoCAD SHX Text 36.6

AutoCAD SHX Text 40.00

AutoCAD SHX Text 39.78

AutoCAD SHX Text 40.7

AutoCAD SHX Text

RD'S

AutoCAD SHX Text

SD R=39.04 I=37.8

AutoCAD SHX Text

4"ACP NESTED IN 6"CIP

AutoCAD SHX Text

SRW W/CONC POSTS & MHR

AutoCAD SHX Text

FD R=31.08 I=29.5+/-

AutoCAD SHX Text

BIT CONC

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 12"D(R)

AutoCAD SHX Text

GALLERY

AutoCAD SHX Text

1 STORY MASONRY

AutoCAD SHX Text

6"D PVC I=39.8

AutoCAD SHX Text 6"D(R)(G)

AutoCAD SHX Text

ST(R)

AutoCAD SHX Text

ST(R)

AutoCAD SHX Text

ST(R)

AutoCAD SHX Text

ST(R)

AutoCAD SHX Text

ST(R)

AutoCAD SHX Text

ST(R)

AutoCAD SHX Text

ST(R)

AutoCAD SHX Text E

AutoCAD SHX Text

SMH (R) R=38.6+/- I=35.0±

AutoCAD SHX Text

PIPE PLUGGED AT SMH

AutoCAD SHX Text

12"D UNDE WATER LINE I=30.5(R)

AutoCAD SHX Text 12"D I=30.7(R)

AutoCAD SHX Text

AutoCAD SHX Text 6"S(R)

AutoCAD SHX Text 4"

AutoCAD SHX Text

CB R=36.08 I=34.41(4"N) I=34.50(4"E) I=33.83(6"S) I=34.08(6"W)

AutoCAD SHX Text 4"D

AutoCAD SHX Text

AutoCAD SHX Text 4"D

AutoCAD SHX Text

DMH R=36.64 I=34.45(6"SE) I=34.64(6"S) I=34.44(12"W)

AutoCAD SHX Text 12"D

AutoCAD SHX Text

DMH R=36.12 I=33.95(12"E) I=33.87(12"S)

AutoCAD SHX Text

CB R=36.35 6"OUT=34.77

AutoCAD SHX Text

DMH R=36.22 I=34.77(6")

AutoCAD SHX Text

CB R=39.43 I=33.43(12"E) I=33.43(12"W)

AutoCAD SHX Text

DMH R=40.96 I=36.54(8") I=36.54(12"S) I=36.21(12"W)

AutoCAD SHX Text

GB-1

AutoCAD SHX Text

GB-4

AutoCAD SHX Text

GB-6

AutoCAD SHX Text

GB-5

AutoCAD SHX Text

GB-7

AutoCAD SHX Text

GB-3

AutoCAD SHX Text

GB-2

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

CONSTR. CONTR. NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

DES

AutoCAD SHX Text

DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APPR

AutoCAD SHX Text

DRAWFORM REVISION: 7 FEBRUARY 2019

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

EPROJECT NO.:

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

UNCLASSIFIED

AutoCAD SHX Text

NAVAL STATION NEWPORT

AutoCAD SHX Text

NEWPORT, RI

AutoCAD SHX Text 1637267

AutoCAD SHX Text

PUBLIC WORKS DEPARTMENT

AutoCAD SHX Text

NAVAL STATION NEWPORT, NEWPORT, RI

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

CHIEF ENG/ARCH

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text

DESIGN OF EXTERIOR AND INTERIOR REPAIRS, NWC

AutoCAD SHX Text

ISSUED FOR 50%%% SUBMITTAL

AutoCAD SHX Text 07/17/2020

AutoCAD SHX Text As indicated

AutoCAD SHX Text

100%%% PRE-FINAL SUBMITTAL

AutoCAD SHX Text 10/02/2020

AutoCAD SHX Text 10/30/2020

AutoCAD SHX Text

NAVSTA DRAWING NO.

AutoCAD SHX Text

ISSUED FOR FINAL SUBMITTAL

AutoCAD SHX Text

PSG

AutoCAD SHX Text

PSG

AutoCAD SHX Text

JAH

AutoCAD SHX Text

B.COLLARD

AutoCAD SHX Text

R.REGAN

AutoCAD SHX Text

G.MONTANI

AutoCAD SHX Text

P.BAKAJ

AutoCAD SHX Text 11/30/2020

AutoCAD SHX Text

ISSUED FOR BID

AutoCAD SHX Text

EXISTING CONDITIONS PLAN

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

DELINEATED BY GPR

AutoCAD SHX Text

UNK

AutoCAD SHX Text

RET WALL

AutoCAD SHX Text

AutoCAD SHX Text (G)

AutoCAD SHX Text

ROOF DRAIN

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text

UNKNOWN

AutoCAD SHX Text

CONCRETE RETAINING WALL

AutoCAD SHX Text

ASBESTOS CONCRETE PIPE

AutoCAD SHX Text

SURVEY CONTROL STATION

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONC

AutoCAD SHX Text

INVERT ELEVATION

AutoCAD SHX Text I=

AutoCAD SHX Text

PVC

AutoCAD SHX Text

AutoCAD SHX Text R=

AutoCAD SHX Text (R)

AutoCAD SHX Text

NPV

AutoCAD SHX Text

O'HNG

AutoCAD SHX Text

AutoCAD SHX Text (M)

AutoCAD SHX Text

MHR

AutoCAD SHX Text

NO PIPES VISIBLE

AutoCAD SHX Text

POLYVINYL CHLORIDE

AutoCAD SHX Text

RIM ELEVATION

AutoCAD SHX Text

PLANTED

AutoCAD SHX Text

RECORD

AutoCAD SHX Text

PK NAIL

AutoCAD SHX Text

OVERHANG

AutoCAD SHX Text

METAL HAND RAIL

AutoCAD SHX Text

METAL POST

AutoCAD SHX Text

MARKED ON GROUND

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

H'CAP

AutoCAD SHX Text H/T

AutoCAD SHX Text

DMH

AutoCAD SHX Text

EMH

AutoCAD SHX Text

ELEV

AutoCAD SHX Text

CRW

AutoCAD SHX Text

GUARD POST

AutoCAD SHX Text

FLOOD LIGHT

AutoCAD SHX Text

HUB & TACK

AutoCAD SHX Text

HANDICAP

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

HANDHOLE

AutoCAD SHX Text

ELECTRIC MANHOLE

AutoCAD SHX Text

DRAIN MANHOLE

AutoCAD SHX Text

FLOOR DRAIN

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

ELEVATION

AutoCAD SHX Text

CLF

AutoCAD SHX Text

CIP

AutoCAD SHX Text

ACP

AutoCAD SHX Text

BIT

AutoCAD SHX Text

CAST IRON PIPE

AutoCAD SHX Text

CATCH BASIN

AutoCAD SHX Text

CHAIN LINK FENCE

AutoCAD SHX Text

BITUMINOUS

AutoCAD SHX Text

SPOT ELEVATION SOLID SURFACE

AutoCAD SHX Text

15" DIAMETER EVERGREEN TREE (TYP)

AutoCAD SHX Text

12" DIAMETER DECIDUOUS TREE (TYP)

AutoCAD SHX Text

TREE LINE

AutoCAD SHX Text 8.41

AutoCAD SHX Text 7.9

AutoCAD SHX Text 8.64

AutoCAD SHX Text 9.26

AutoCAD SHX Text 30.0

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text

SPOT ELEVATION GROUND

AutoCAD SHX Text

INTERMEDIATE CONTOURS

AutoCAD SHX Text

TOP & BOTTOM

AutoCAD SHX Text

CURB ELEVATIONS

AutoCAD SHX Text

INDEX CONTOURS

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

DRAIN LINE (STORM WATER)

AutoCAD SHX Text

TELEPHONE LINE

AutoCAD SHX Text

ELECTRIC LINE

AutoCAD SHX Text

FENCE (SIZE/TYPE)

AutoCAD SHX Text

STEAM LINE

AutoCAD SHX Text

SEWER LINE

AutoCAD SHX Text 15"E

AutoCAD SHX Text W/

AutoCAD SHX Text 12"D

AutoCAD SHX Text

WATERGATE

AutoCAD SHX Text

WITH

AutoCAD SHX Text

VENT PIPE

AutoCAD SHX Text S

AutoCAD SHX Text

STMH

AutoCAD SHX Text

TMH

AutoCAD SHX Text

TOW

AutoCAD SHX Text

SPK

AutoCAD SHX Text

STY

AutoCAD SHX Text

SMH

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SPIKE

AutoCAD SHX Text

STEAM MANHOLE

AutoCAD SHX Text

TELEPHONE MANHOLE

AutoCAD SHX Text

SEWER MANHOLE

AutoCAD SHX Text

THRESHOLD

AutoCAD SHX Text

TOP OF WATER

AutoCAD SHX Text

STORY

AutoCAD SHX Text

INLET

AutoCAD SHX Text

INL

AutoCAD SHX Text

CCP

AutoCAD SHX Text

CONCRETE PIPE

AutoCAD SHX Text

PVI

AutoCAD SHX Text

POST VALVE INDICATOR

AutoCAD SHX Text

LIGHT POLE BASE

AutoCAD SHX Text

LPB

AutoCAD SHX Text

AIR CONDITIONING UNIT

AutoCAD SHX Text APPROXIMATE LOCATION OF SOIL BORINGS CONDUCTED BY GER ON 12-07-2010 & 12-08-2020. BORING LOGS ARE INCLUDED IN THE SPECIFICATIONS

AutoCAD SHX Text

GB-#

AutoCAD SHX Text 12828259

AutoCAD SHX Text 45021-415

AutoCAD SHX Text

REMOVE CONCRETE

WALK

PROTECT DMH

INFILL CONCRETE

GUTTER WITH CONCRETE

WITHIN LIMITS OF EXISTING

BUILDING AND ADDITION

REMOVE DRAIN AND SEAL

CONNECTION AT CONCRETE

TRENCH

REMOVE DRAIN

INLET

CUT ASBESTOS CEMENT DRAIN

AT EXISTING FOUNDATION

WALL

REMOVE MECHANICAL UNIT, CONCRETE

PAD, ASSOCIATED PIPING AND

ELECTRICAL CONNECTION. SEE

MECHANICAL PLANS.

REMOVE METAL DOWNSPOUT CUT AND CAP

PVC RD 6" BELOW GRADE. FILL VOID IN

COLUMN CASING WITH MORTAR MATCH

EXIST. (TYP. @ 3 LOCATIONS)

PROTECT MECHANICAL UNIT

INCLUDING ASSOCIATED

PIPING AND ELECTRICAL

CONNECTION

REMOVE CONCRETE SLAB

AND REMOVE EXISTING DRAIN.

(SEE PLUMBING DRAWINGS)

REMOVE CONCRETE

PAD

REMOVE 100 FEET OF

ASBESTOS CEMENT DRAIN

PIPE

REMOVE ABANDONED

CONCRETE STEAM TRENCH AND

ADJACENT WALL

(SEE NOTE #18)

AVEN

BLDG 1

LUCE HALL

BLDG 1A

PRINGLE HALL

BLDG 3

MAHAN HALL

C U

S H

R O

A D

BLDG 683 SPRUANCE HALL

E A

V E

N U

E A

V E

N U

CLEAN DEBRIS FROM AREA

DRAIN

PROTECT ELECTRICAL

EQUIPMENT

PROTECT MECHANICAL UNIT

INCLUDING ASSOCIATED

PIPING AND ELECTRICAL

CONNECTION

REMOVE AND REPLACE

CONCRETE CURB AND, SAWCUT

AND REMOVE PAVEMENT AS

NECESSARY TO INSTALL DRAIN.

REMOVE 75 FEET OF

ASBESTOS CEMENT

STORM DRAIN

REMOVE ROOF DRAIN

CONNECTION

CUT AND CAP PIPE

REMOVE ROOF DRAIN UP TO

DOWNSPOUT. RECONNECT

DOWNSPOUT TO NEW DRAIN.

DOWNSPOUT TO REMAIN

AND CONTINUE TO DRAIN

TO CONCRETE TROUGH

DRAIN

REMOVE CONCRETE SLAB

AND DISCONNECT EXISTING

AREA DRAIN FROM DRAIN

SYSTEM. RECONNECT AREA

DRAIN TO NEW DRAIN SYSTEM.

REMOVE ROCK AS NECESSARY

TO CONSTRUCT NEW

ELEVATOR PIT AND

FOUNDATIONS. (SEE NOTE #19)

CONTRACTOR TO JET CLEAN LINE AND PERFORM

CAMERA INSPECTION OF EXISTING PIPE SECTION

TO REMAIN UNDER EXISTING BUILDING, PRIOR TO

CONSTRUCTION. PROVIDE THE NAVY WITH A CD OF

CAMERA INSPECTION SHOWING PIPE SIZE, DEPTH,

LENGTH, ETC.

CONDUCT 3 TEST PITS WITHIN LIMITS OF

SUBSURFACE RETENTION AREA PRIOR TO

CONSTRUCTION. PROVIDE THE NAVY WITH

15 DAYS NOTICE PRIOR TO EXCAVATION.

M A

H A

N H

N A

V A

S E

N G

E R

C O

M M

A N

SYMMES MAINI & McKEE ASSOCIATES

1000 Massachusetts Avenue

Cambridge, Massachusetts 02138

P:617.547.5400 F:617.648.4920

UTILITY AND SITE PREPARATION NOTES:

1. IN AREAS OF CONCRETE WALK TO BE REMOVED, ASSUME 6" THICK SECTION OF

CONCRETE.

2. IN AREAS OF BITUMINOUS PAVEMENT SURFACE TO BE REMOVED, ASSUME 6" THICK

SECTION OF PAVEMENT.

3. PRIOR TO CONSTRUCTION, THE CONTRACTOR IS TO HIRE A PRIVATE UTILITY LOCATING

SERVICE TO VERIFY EXISTING UTILITY LOCATIONS AS SHOWN ON THE DRAWINGS USING

GROUND PENETRATING RADAR (GPR) AND OTHER METHODS NECESSARY TO ACCURATELY

IDENTIFY ALL UTILITIES WITHIN THE LIMIT OF WORK AND A MINIMUM OF 10 FEET BEYOND.

REPORT DISCREPANCIES TO THE CONTRACTING OFFICER.

4. THE CONTRACTOR IS TO PROVIDE NSN AND "DIGSAFE" AT LEAST 15 DAYS NOTICE PRIOR

TO ANY EXCAVATION WORK TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. NOTIFY THE

CONTRACTING OFFICER OF ANY UTILITIES INTERFERING WITH THE PROPOSED

CONSTRUCTION.

5. PROTECT NEW AND EXISTING UTILITIES TO REMAIN DURING CONSTRUCTION. ONLY

REMOVE EXISTING UTILITIES THAT ARE SPECIFICALLY DESIGNATED ON THESE PLANS TO BE

REMOVED.

6. UTILITIES NOTED AS ABANDONED ARE BASED ON RECORD DOCUMENTS ONLY. PRIOR TO

REMOVAL OR ABANDONMENT WORK, CONFIRM WITH CONTRACTING OFFICER THAT THESE

UTILITIES ARE ABANDONED.

7. UTILITY PIPES DESIGNATED TO BE CAPPED SHALL BE PLUGGED AT THEIR ENDS WITH

WATERTIGHT BRICK MASONRY OR CEMENT MORTAR WITH A MINIMUM THICKNESS OF 8", OR

AN APPROVED MECHANICAL CAP. UTILITY PIPES DESIGNATED TO BE REMOVED SHALL BE

REMOVED IN THEIR ENTIRETY INCLUDE BACKFILLING THE VOIDS WITH GRANULAR FILL.

8. UTILITY STRUCTURES DESIGNATED TO BE REMOVED SHALL CONSIST OF THE REMOVAL

AND KEEPING THEM OF CAST IRON CASTINGS, PLUGGING OF INLET AND OUTLET PIPES (IF

DESIGNATED TO BE ABANDONED), REMOVAL OF THE STRUCTURE, AND BACKFILL AND

COMPACTION OF THE VOID WITH GRANULAR FILL.

9. MAINTAIN FUNCTIONING UTILITIES AND NOTIFY THE CONTRACTING OFFICER A MINIMUM

OF 15 DAYS PRIOR TO ANY UTILITY SERVICE INTERRUPTION. OBTAIN APPROVAL TO PROCEED

PRIOR TO INTERRUPTION.

10. MAINTAIN EXISTING DRAINAGE PIPE AND STRUCTURES TO BE REMOVED UNTIL NEW PIPE

INSTALLATION COMMENCES. PROVIDE TEMPORARY DRAIN CONNECTION UNTIL NEW DRAIN

LINE IS INSTALLED AND ACCEPTED.

11. IF UNDOCUMENTED UTILITIES ARE ENCOUNTERED DURING CONSTRUCTION, CONTACT

THE CONTRACTING OFFICER FOR DIRECTION, PRIOR TO ALTERING THE UTILITY IN ANY WAY.

12. REMOVE GRASS, IMPROVEMENTS OR OBSTRUCTIONS, EXCEPT THOSE SPECIFICALLY

DESIGNATED TO REMAIN OR INTERFERING WITH INSTALLATION OF NEW CONSTRUCTION.

13. PROTECT EXISTING SITE FEATURES TO REMAIN DURING CONSTRUCTION, EXCEPT FOR

THOSE ITEMS OR AREAS SPECIFICALLY DESIGNATED ON THESE PLANS TO BE REMOVED.

14. EXCESS EXCAVATED SOILS TO BE STOCKPILED WITHIN CONSTRUCTION LIMITS FOR

TESTING PRIOR TO DISPOSAL OFF-SITE. SOIL IS TO BE PLACED ON POLYETHYLENE SHEETING

AND COVERED WITH POLYETHYLENE SHEETING DURING THE ENTIRE DURATION OF STAGING

AND SECURED WITH APPROPRIATE MEASURES TO PROTECT AGAINST RUNOFF/EROSION.

REFER TO AND ADHERE TO THE "SOIL MANAGEMENT PLAN, NAVAL STATION NEWPORT,

NEWPORT, RI" FOR ADDITIONAL SOIL MANAGEMENT REQUIREMENTS.

15. REMOVE DEMOLITION AND WASTE MATERIALS AND OTHER UNSUITABLE SOILS AND

DISPOSE OF IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL CODES AND REGULATIONS.

16. EMPLOY DUST CONTROL MEASURES AT ALL TIMES FOR EXPOSED SOILS, ACCORDING TO

THE "SOIL MANAGEMENT PLAN, NAVAL STATION NEWPORT, NEWPORT, RI."

17. EXISTING DRAINAGE PIPE IS ASBESTOS CEMENT UNLESS INDICATED OTHERWISE. SEE

SPECIFICATION SECTION 02 82 00 "ASBESTOS REMEDIATION".

18. EXISTING STEAM TRENCH SECTION TO BE REMOVED CONTAINS ASBESTOS CONTAINING

MATERIALS. SEE SPECIFICATION SECTION 02 82 00 "ASBESTOS REMEDIATION". TRENCH

DIMENSIONS ARE 2' DEEP x 4.5' WIDE BY 43 ' LONG.

19. CONTRACTOR TO INCLUDE 25 CUBIC YARDS OF ROCK EXCAVATION IN THE ELEVATOR PIT

AREA AND FOUNDATIONS. ROCK IS TO BE REMOVED USING MECHANICAL MEANS SUCH AS

HAMMERING OR DRILLING AND SPLITTING. BLASTING IS NOT PERMITTED. ROCK REMOVED

FROM THE ELEVATOR PIT OR FOUNDATIONS IS TO BE DISPOSED OF OFF-SITE.

20. SEE DRAWING C-112 FOR SOIL MANAGEMENT PLAN, NAVAL STATION NEWPORT.

LEGEND

REMOVE UTILITY LINE

SAWCUT LINE

REMOVE BITUMINOUS

PAVEMENT AND ADJACENT

CONC. CURBING

REMOVE REINF.

CONCRETE PAVEMENT

/ PAD

C-111

AutoCAD SHX Text

WG R=33.49

AutoCAD SHX Text

DSL

AutoCAD SHX Text

EHH R=33.67

AutoCAD SHX Text S

AutoCAD SHX Text

EHH R=34.84

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

WG R=35.16

AutoCAD SHX Text

EHH R=35.52

AutoCAD SHX Text

DSL

AutoCAD SHX Text

EHH R=32.05

AutoCAD SHX Text

HYD

AutoCAD SHX Text

WG R=31.31

AutoCAD SHX Text

EHH R=28.52

AutoCAD SHX Text

EMH R=27.58

AutoCAD SHX Text

DMH R=35.79

AutoCAD SHX Text

WG R=45.73

AutoCAD SHX Text

HYD

AutoCAD SHX Text

EMH R=45.62

AutoCAD SHX Text

STMH R=45.18

AutoCAD SHX Text

STMH R=44.92

AutoCAD SHX Text S

AutoCAD SHX Text

GG R=36.19

AutoCAD SHX Text

CB R=34.32

AutoCAD SHX Text

CB R=43.88

AutoCAD SHX Text

STMH R=43.81

AutoCAD SHX Text

CB R=32.25 SILT=29± NPV

AutoCAD SHX Text

DMH R=35.82

AutoCAD SHX Text

CB R=35.32 I=31.7

AutoCAD SHX Text

CB R=34.83 TOW=32.8 SUMP=32.2 NPV

AutoCAD SHX Text

DMH R=36.46 I=34.54(4"N) I=33.67(12"E) I=33.67(12"S)

AutoCAD SHX Text

DMH R=36.65 I=33.75(6"N) I=34.73(4"E) I=34.73(4"W)

AutoCAD SHX Text

CB R=36.19 I=34.11(4")

AutoCAD SHX Text

CB R=36.09 I=34.42(6")

AutoCAD SHX Text

EMH R=36.76

AutoCAD SHX Text

EMH R=37.13

AutoCAD SHX Text S

AutoCAD SHX Text

WG R=37.54

AutoCAD SHX Text

HYD

AutoCAD SHX Text

WG R=36.28

AutoCAD SHX Text

STMH R=35.29

AutoCAD SHX Text

TMH R=36.63

AutoCAD SHX Text

CB R=36.73 8"OUT=35.83

AutoCAD SHX Text

CB R=36.64 I=35.12(8"E) I=35.12(8"W)

AutoCAD SHX Text

STMH R=40.74

AutoCAD SHX Text

CB R=39.97 I=38.55(8"E) I=38.39(8"W)

AutoCAD SHX Text

DOOR TH=34.97

AutoCAD SHX Text

DOOR TH=33.52

AutoCAD SHX Text

DOOR TH=41.83

AutoCAD SHX Text

BRICK WALK

AutoCAD SHX Text

CONC BENCH

AutoCAD SHX Text

CONC BENCH

AutoCAD SHX Text

CONC BENCH

AutoCAD SHX Text

CONC BENCH

AutoCAD SHX Text

CONC CURB

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CONC CURB

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CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

CONC CURB

AutoCAD SHX Text

BRICK WALK

AutoCAD SHX Text

CONC BENCH

AutoCAD SHX Text

STONE

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

BRICK WALK

AutoCAD SHX Text

CONC BENCH

AutoCAD SHX Text

CONC SLAB COVERED TRENCH STEAM(R)

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

CRW

AutoCAD SHX Text

CRW

AutoCAD SHX Text

CRW

AutoCAD SHX Text

CRW

AutoCAD SHX Text

CRW

AutoCAD SHX Text

CONC RET WALL

AutoCAD SHX Text

CRW

AutoCAD SHX Text

CRW

AutoCAD SHX Text

CRW

AutoCAD SHX Text

TRANS/ CONC PAD

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONC

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

DMH R=36.46 TOW=33.7 SUMP=32.7

AutoCAD SHX Text

CB R=33.39

AutoCAD SHX Text

SMH R=36.2 I=24.42(8"N) I=30.48(6"NE) I=25.01(6"E) I=28.85(4"E) I=24.13(8"S)

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

DOOR TH=33.54

AutoCAD SHX Text

DOOR TH=37.12

AutoCAD SHX Text

DOOR STONE TH=37.10

AutoCAD SHX Text

DOOR STONE TH=37.08

AutoCAD SHX Text

DOOR TH=41.83

AutoCAD SHX Text

DOOR TH=31.72

AutoCAD SHX Text

TH=41.03

AutoCAD SHX Text

CONC DOOR WELL TH=29.12

AutoCAD SHX Text

CRW/MHR

AutoCAD SHX Text

CONC STEPS/ DOOR WELL

AutoCAD SHX Text

DOOR TH=31.74

AutoCAD SHX Text

6.5' HIGH MASONRY WALL

AutoCAD SHX Text

WG R=29.02

AutoCAD SHX Text

CONC STEPS

AutoCAD SHX Text

AC/CP

AutoCAD SHX Text

UG VAULT

AutoCAD SHX Text

UG VAULT

AutoCAD SHX Text

AC/CP

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONC STEPS

AutoCAD SHX Text

CRW W/MHR

AutoCAD SHX Text

CONC STEPS W/MHR'S

AutoCAD SHX Text

EMH R=36.82

AutoCAD SHX Text

CB R=40.11 I=35.78(6"N) I=35.53(4"S) I=35.48(8"W)

AutoCAD SHX Text

CONC WINDOW WELL

AutoCAD SHX Text

CONC STEPS

AutoCAD SHX Text

CONC STEPS

AutoCAD SHX Text

EMH/CP R=37.32

AutoCAD SHX Text

SRW/MHR

AutoCAD SHX Text

STONE EDGING

AutoCAD SHX Text

CONC GUTTER

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

DMH R=33.63

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

STMH W/ METAL GRATE R=41.52

AutoCAD SHX Text

CBRW

AutoCAD SHX Text

STONE STEPS

AutoCAD SHX Text

GP'S

AutoCAD SHX Text

PVI

AutoCAD SHX Text

HH R=35.59

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

MECHANICAL COURTYARD

AutoCAD SHX Text

COLUMN (TYP)

AutoCAD SHX Text

STONE STEPS

AutoCAD SHX Text

CB R=35.06

AutoCAD SHX Text

PLANTED

AutoCAD SHX Text

FIRE ESCAPE

AutoCAD SHX Text

BCW

AutoCAD SHX Text

BCW

AutoCAD SHX Text

CRW

AutoCAD SHX Text

1 STORY PASSAGEWAY

AutoCAD SHX Text

CONC PAD

AutoCAD SHX Text

GP'S

AutoCAD SHX Text

CONC FNDN

AutoCAD SHX Text

AC UNIT/ CONC PAD

AutoCAD SHX Text

TRANS/ CONC PAD

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

AC VENT

AutoCAD SHX Text

CONC STEPS W/MHR

AutoCAD SHX Text

LPB

AutoCAD SHX Text

LPB

AutoCAD SHX Text

4"D IN PL

AutoCAD SHX Text

MEMORIAL PLAQUE

AutoCAD SHX Text

CONC TERRACE

AutoCAD SHX Text

CRW W/ CONC POST & CHAIN FENCE

AutoCAD SHX Text 18"D

AutoCAD SHX Text 12"D

AutoCAD SHX Text

STONE STEPS

AutoCAD SHX Text

STONE STEPS

AutoCAD SHX Text

STONE STEPS

AutoCAD SHX Text

STONE STEPS

AutoCAD SHX Text

STONE STEPS

AutoCAD SHX Text

CRW W/ CONC POST & CHAIN FENCE

AutoCAD SHX Text

AutoCAD SHX Text 24"D

AutoCAD SHX Text 18"D

AutoCAD SHX Text 14"D

AutoCAD SHX Text 24"D

AutoCAD SHX Text 16"D

AutoCAD SHX Text 18"E

AutoCAD SHX Text

AC/CP

AutoCAD SHX Text

AC/ CP

AutoCAD SHX Text

WOOD RAMP

AutoCAD SHX Text

AC UNIT

AutoCAD SHX Text

MEMORIAL PLAQUE

AutoCAD SHX Text

STONE

AutoCAD SHX Text

AutoCAD SHX Text 24"D

AutoCAD SHX Text

DOOR TH=31.87

AutoCAD SHX Text

WOOD LANDING

AutoCAD SHX Text

BIT CONC

AutoCAD SHX Text

BCP

AutoCAD SHX Text

WOOD COVER

AutoCAD SHX Text I=39.9

AutoCAD SHX Text I=30.2

AutoCAD SHX Text I=33.1

AutoCAD SHX Text

4"D CIP

AutoCAD SHX Text I=34.2

AutoCAD SHX Text

4"D CIP

AutoCAD SHX Text

AutoCAD SHX Text I=25.3

AutoCAD SHX Text I=25.7

AutoCAD SHX Text

6"D CIP(R)(G)

AutoCAD SHX Text

8"D CIP

AutoCAD SHX Text

8"D AC(R)

AutoCAD SHX Text

4"D CIP (R)(G)

AutoCAD SHX Text

6"D CIP

AutoCAD SHX Text

6"D PVC

AutoCAD SHX Text I=33.9

AutoCAD SHX Text

6"D CIP(R)(G)

AutoCAD SHX Text I=32.2

AutoCAD SHX Text I=28.9

AutoCAD SHX Text I=32.6

AutoCAD SHX Text

12"D ACP

AutoCAD SHX Text

12"D ACP

AutoCAD SHX Text

12"D PVC

AutoCAD SHX Text I=28.9

AutoCAD SHX Text

12"D ACP(R)(G)

AutoCAD SHX Text I=28.8

AutoCAD SHX Text I=28.7

AutoCAD SHX Text 8"S(R)

AutoCAD SHX Text I=31.2

AutoCAD SHX Text

12"D AC (R)(G)

AutoCAD SHX Text I=31.1

AutoCAD SHX Text

12"D AC(R)

AutoCAD SHX Text I=31.1

AutoCAD SHX Text I=31.3

AutoCAD SHX Text I=30.7

AutoCAD SHX Text I=30.8

AutoCAD SHX Text I=29.0

AutoCAD SHX Text 4"S

AutoCAD SHX Text I=24.4

AutoCAD SHX Text 8"S(R)

AutoCAD SHX Text

DOOR TH=40.99

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

VENT

AutoCAD SHX Text

SRW W/CONC POSTS & MHR

AutoCAD SHX Text

CONC WINDOW WELL

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

FD 4"D RCP R=28.60 I=28.1

AutoCAD SHX Text E

AutoCAD SHX Text

DOOR TH=37.03

AutoCAD SHX Text

STONE

AutoCAD SHX Text

BIT CONC

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

DIRT

AutoCAD SHX Text

BIT CONC

AutoCAD SHX Text

CONC GUTTER

AutoCAD SHX Text

CRW

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC GUTTER

AutoCAD SHX Text

FD R=35.48

AutoCAD SHX Text

1"E RSR

AutoCAD SHX Text

4"E RSRS

AutoCAD SHX Text

BCP

AutoCAD SHX Text

FIRE CONN

AutoCAD SHX Text

SUSPENDED 4"E CIP

AutoCAD SHX Text

CO R=33.15 SILT=32.1 NPV

AutoCAD SHX Text

FL/EB'S

AutoCAD SHX Text

ELEC BOX W/ CONDUITS

AutoCAD SHX Text E

AutoCAD SHX Text

AC VENT

AutoCAD SHX Text E

AutoCAD SHX Text

CIP VENT PIPE

AutoCAD SHX Text

1"D CIP

AutoCAD SHX Text

4" TRENCH DRAIN R=35.19

AutoCAD SHX Text

4"D PVC

AutoCAD SHX Text

BCP

AutoCAD SHX Text

WINDOW SILL=36.25

AutoCAD SHX Text

5" TRENCH DRAIN R=31.80

AutoCAD SHX Text

ACCESS DOOR

AutoCAD SHX Text

DOOR

AutoCAD SHX Text

TMH R=37.09

AutoCAD SHX Text

3 STORY STONE

AutoCAD SHX Text

CRW

AutoCAD SHX Text

SRW

AutoCAD SHX Text

GRAV

AutoCAD SHX Text

1 STORY PASSAGEWAY

AutoCAD SHX Text

BCP

AutoCAD SHX Text W(M)(R)(G)

AutoCAD SHX Text 2"G(M)

AutoCAD SHX Text

E(M)ABAND(R)

AutoCAD SHX Text

CONC FNDN

AutoCAD SHX Text W(M)

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

6"D PVC (R)(G)

AutoCAD SHX Text

CB R=33.28 I=30.61(6"N) I=31.86(8"W)

AutoCAD SHX Text

8"D CIP

AutoCAD SHX Text

CONC LANDING W/MHR'S

AutoCAD SHX Text

1 STORY STONE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

BIT CONC

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

DSL

AutoCAD SHX Text

BIT CONC

AutoCAD SHX Text

DOOR WELL TH=31.77 (UNDER)

AutoCAD SHX Text E(M)

AutoCAD SHX Text

SWITCH BOX

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text

ENTRANCE TO PARKING GARAGE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

CONC STEPS/ DOOR WELL

AutoCAD SHX Text

ST(M)

AutoCAD SHX Text E(R)

AutoCAD SHX Text W(M)(R)(G)

AutoCAD SHX Text

SPIGOT

AutoCAD SHX Text

FIRE CONN

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

STONE COLUMN (TYP)

AutoCAD SHX Text

BCP

AutoCAD SHX Text

ST(M)

AutoCAD SHX Text 2"G(R)(G)

AutoCAD SHX Text

BIT CONC

AutoCAD SHX Text

BIT CONC

AutoCAD SHX Text

SPIGOT

AutoCAD SHX Text

COM(M)

AutoCAD SHX Text

COM(M)

AutoCAD SHX Text

COM(M)

AutoCAD SHX Text

H'CAP

AutoCAD SHX Text

CONC FNDN (TYP)

AutoCAD SHX Text T(M)(G)

AutoCAD SHX Text E(M)(R)

AutoCAD SHX Text

NPV

AutoCAD SHX Text

NPV

AutoCAD SHX Text

NPV

AutoCAD SHX Text E(M)

AutoCAD SHX Text 2"G(R)

AutoCAD SHX Text 12"D(R)

AutoCAD SHX Text E(R)(G)

AutoCAD SHX Text 8"W(R)(G)

AutoCAD SHX Text W(R)

AutoCAD SHX Text

ST(G)

AutoCAD SHX Text E(R)(G)

AutoCAD SHX Text E(R)

AutoCAD SHX Text

2 1/2 STORY STONE

AutoCAD SHX Text

2 1/2 STORY STONE

AutoCAD SHX Text

2 1/2 STORY STONE

AutoCAD SHX Text

GALLERY

AutoCAD SHX Text T(M)

AutoCAD SHX Text

FD R=31.08

AutoCAD SHX Text

FD R=31.76

AutoCAD SHX Text

CO R=34.12 1' UP

AutoCAD SHX Text

CONC WALL

AutoCAD SHX Text

CONC STEP

AutoCAD SHX Text

MEMORIAL PLAQUE

AutoCAD SHX Text

WG(R)

AutoCAD SHX Text

BENCHMARK TIDAL 1 FOUND DISK SET VERTICALLY IN BLDG FACE ELEV=36.04 (NAVSTA MLW)

AutoCAD SHX Text

DMH R=28.84

AutoCAD SHX Text

DEWELDON PLAZA

AutoCAD SHX Text

8"D ACP(R)(G)

AutoCAD SHX Text E(R)

AutoCAD SHX Text

EM'S

AutoCAD SHX Text

12"D ACP(R)(G)

AutoCAD SHX Text

12"D ACP(R)(G)

AutoCAD SHX Text 6"D(G)

AutoCAD SHX Text

12"D ACP

AutoCAD SHX Text D (R)(G)

AutoCAD SHX Text 2"G(R)(G)

AutoCAD SHX Text

12"D ACP(R)(G)

AutoCAD SHX Text 4"

AutoCAD SHX Text

12"D ACP(R)

AutoCAD SHX Text E(R)(G)

AutoCAD SHX Text E(R)

AutoCAD SHX Text

12"D ACP

AutoCAD SHX Text

(2)ELEC CONDUIT

AutoCAD SHX Text E

AutoCAD SHX Text

(3)VERT ELEC CONDUIT

AutoCAD SHX Text

12"D ACP(R)

AutoCAD SHX Text

12"D RCP

AutoCAD SHX Text E(R)(G)

AutoCAD SHX Text

15"D ACP

AutoCAD SHX Text E(R)(G)

AutoCAD SHX Text E(R)

AutoCAD SHX Text D(G)

AutoCAD SHX Text E(R)(G)

AutoCAD SHX Text W(R)(G)

AutoCAD SHX Text 8"W(R)(G)

AutoCAD SHX Text W(R)(G)

AutoCAD SHX Text 8"W(R)(G)

AutoCAD SHX Text E(G)

AutoCAD SHX Text T(M)(R)

AutoCAD SHX Text E(G)

AutoCAD SHX Text T(G)

AutoCAD SHX Text T(M)

AutoCAD SHX…

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File details come from the government source that posted it. Updated Mar 23, 2021.