Appendix E Harwood Center.pdf

PDF 804 KB Posted

Attached to
S208--Landscaping and Snow Removal Services
Solicitation number
36C24127Q0019
Issued by

About this file

This is an architectural site plan drawing for a 128 SF vest future entrance project. The plan depicts a proposed building expansion or renovation with detailed lot layouts, existing structures, and proposed modifications shown in color-coded sections. Red areas indicate new demolition or structural work, while green areas represent new construction. The drawing includes precise measurements, utility locations, property lines marked with purple dashed boundaries, and references to existing buildings on adjacent properties. Key features noted include a first-floor elevation at 57.98 feet, concrete and sealed bound foundations, and an existing heat lift located approximately 10 feet from the property. The plan references a "Cadillac Drive" roadway along the southern boundary and shows a 20-foot wide sewer easement. Multiple lot designations are visible (AP 60 LOT 309, LOT 296, LOT 708, LOT 328, LOT 223, LOT 190, and LOT 264), indicating this is a multi-parcel development site in a commercial or mixed-use district. The document footer identifies this as a design drawing with consultant and architect/engineer information blocks, though specific firm details are not clearly legible. This appears to be preliminary or in-progress design documentation rather than a federal contract solicitation document.

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36C24127Q0019.docx DOCX document

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Text version

128 SF

VEST

FUTURE ENTRANCE

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(40' PUBLIC RIGHT OF WAY)

AutoCAD SHX Text Niagara Street

AutoCAD SHX Text Sassafras Street

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(40' WIDE RIGHT OF WAY)

AutoCAD SHX Text Corinth Street

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(50' WIDE PUBLIC RIGHT OF WAY)

AutoCAD SHX Text Cadillac Drive

AutoCAD SHX Text SMH RIM=50.59 (S) INVERT 8"=43.18 (E) INVERT 8"=42.94 (E) INVERT 8"=40.29 (W) INVERT 8"=40.26

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CB RIM=46.15 (S) INVERT 8" CLAY=43.28

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SMH RIM=55.47 (E) INVERT =45.09 (S) INVERT =45.00 (W) INVERT =44.95

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CB RIM=45.56 (E) INVERT 8" CLAY=44.06

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DCB RIM=45.60 (N) INVERT 8"=43.79

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VAULT RIM=46.07 (W) INVERT 6" CLAY=44.27 (E) INVERT 6" CLAY=44.25

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CB RIM=45.17 (E) INVERT 6" CLAY=42.86 (S) INVERT 10" CLAY=41.40

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CB RIM=45.81 (W) INVERT 6" CLAY=44.64

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CB RIM=40.67 (S) INVERT 12" RCP=38.84

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CB RIM=41.44 (N) INVERT 12" RCP=37.56 (S) INVERT 12" RCP=37.42

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CB RIM=41.27 (N) INVERT 12" RCP=37.54 (S) INVERT 12" RCP=37.52

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CB RIM=41.10 (S) INVERT 12" RCP=37.92 (E) INVERT 12" RCP=37.77

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CB RIM=40.96 (N) INVERT 12" RCP=38.24 (S) INVERT 12" RCP=38.08

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CB RIM=40.77 (N) INVERT 12" RCP=38.63 (S) INVERT 12" RCP=38.55

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STATE FREEWAY LINE

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STATE HIGHWAY LINE

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CHISELED BOUND FOUND~HELD

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CONCRETE BOUND FOUND~HELD

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BENCHMARK DRAINAGE MANHOLE RIM ELEVATION=51.85

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SIGN

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AutoCAD SHX Text 46.5

AutoCAD SHX Text 46.3

AutoCAD SHX Text 47.1

AutoCAD SHX Text 42.3

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AutoCAD SHX Text 50.6

AutoCAD SHX Text 50.9

AutoCAD SHX Text 51.1

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AutoCAD SHX Text 54.6

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AP 60 LOT 309

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AP 60 LOT 296

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AP 60 LOT 709

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AP 60 LOT 265

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AP 60 LOT 264

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AP 60 LOT 328

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AP 60 LOT 223

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AP 60 LOT 190

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20' WIDE SEWER EASEMENT

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(40' WIDE RIGHT OF WAY)

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AutoCAD SHX Text (D)156.13

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SMH RIM=51.97 COULD NOT OPEN

AutoCAD SHX Text SMH RIM=54.46 (N) INVERT 12" CLAY=42.28 (S) INVERT 12" CLAY=42.29 (E) INVERT 12" CLAY=42.41

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SMH RIM=51.97 COULD NOT OPEN

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SMH RIM=41.13 (N) INVERT 24" CLAY=27.16 (S) INVERT 24" CLAY=27.23

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SMH RIM=41.87 (N) INVERT 24" CLAY=37.16 (S) TOP OF 24" CLAY=38.01

AutoCAD SHX Text SMH RIM=42.04 (N) INVERT 15" CLAY=36.09 (N) INVERT 24" RCP=26.65 (S) INVERT 24" RCP=26.60

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FIRST FLOOR ELEVATION=57.26

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FIRST FLOOR ELEVATION=46.27

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GATE

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POSSIBLE ENCROACHMENT USE BY DAYCARE

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FLAG POLE

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8"AC

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8"AC

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APPROXIMATE LOCATION OF EXIST. HEAT LINES

AutoCAD SHX Text Interstate 95

AutoCAD SHX Text SMH (RECORD, BURIED) RIM=UNKNOWN (E) INVERT 10"=38.26 (REC.) (E) INVERT 10"=29.35 (REC.)

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INV (10")=28.94 (REC.)

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EXIST 4"CI SANITARY INV=48.49 (REC.)

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4"DS INV=46.93 (REC)

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3"INV=46.43 (REC)

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3" INV=45.5 (REC)

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4"INV=45.09 (REC)

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3"INV=44.96 (REC)

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6"INV=45.20 (REC)

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4"DS INV=45.30 (REC)

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3" INV= 46.34 (REC)

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3" INV= 46.65 (REC)

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6"DS INV= 46.96 (REC)

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3" INV= 47.20 (REC)

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6"DS INV= 47.78 (REC)

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5"DS INV= 48.71 (REC)

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3"INV= 48.85 (REC)

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4"DS INV= 49.00 (REC)

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6"DS INV= 44.82 (REC)

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6"DS INV= 45.79 (REC)

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6"DS INV= 46.64 (REC)

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6"DS INV= 47.76 (REC)

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15"CI

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8"W (REC)

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4"W (REC)

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EXISTING BUILDING

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385 NIAGARA STREET EXISTING BUILDING

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CAPTAIN JONATHAN H. HARWOOD CENTER VA MEDICAL CENTER 385 NIAGARA STREET

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WAREHOUSE BUILDING

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CH

AutoCAD SHX Text Plowed Snow Placement Area

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BIORETENTION SEED MIX

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LOAM AND SEED, TYP.

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LOAM AND SEED, TYP.

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TG

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CN

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TG

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TG

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CN

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TG

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CN

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LEGEND

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BIORETENTION SEED MIX

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GRASS

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SNOW REMOVAL

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SIDE WALK

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PLOWED SNOW PLACEMENT AREA

AutoCAD SHX Text 0'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 10'

AutoCAD SHX Text N

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Revisions:

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CONSULTANTS:

AutoCAD SHX Text VA Medical Center

AutoCAD SHX Text Providence, RI

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ARCHITECT/ENGINEERS:

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SNOW AND MOW

AutoCAD SHX Text Office of

AutoCAD SHX Text Facilities

AutoCAD SHX Text Management

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231, OCT 1978

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AutoCAD SHX Text Harwood

AutoCAD SHX Text 401-459-4760

AutoCAD SHX Text Raymond Picard

AutoCAD SHX Text Project Engineer

AutoCAD SHX Text Boston Healthcare System - VISN1

AutoCAD SHX Text 09-22-2021

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TM

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DS

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APPENDIX E SNOW REMOVAL AND GRASS TRIMMING CAPTAIN JONATHAN HARWOOD CTR.

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VA241-16-C-0155

VHAPROSNYDER

Polygon

Sheets and Views
650-333-LP101

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