36C24118R0304-016.pdf
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- 36C24118R0304
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36C24118R0304 Combined Civil Dwgs REV 1-23-18.pdf
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| 36C24118R0304-0006000.docx | DOCX document | |
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| 36C24118R0304-015.docx | DOCX document | |
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Text version
HDR Architecture, Inc. Michael Sanford, Project Engineer
100% BID [FINAL] DOCUMENTS
265 Winter Street, Third Flr.
Waltham, MA 02451
N
PN
WARD A
WARD B
WARD C
BUILDING 4
EXISTING CONDITIONS PLAN
SCALE: 1"=20'-0"
ESW
CS101
KWH
VHABHSSANFOM
Text Box
9. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL PERFORM GROUND PENETRATING RADAR (GPR) INVESTIGATIONS WITHIN ALL AREAS TO BE EXCAVATED TO DETERMINE THE SUBSURFACE CONDITIONS. THE GRP RESULTS SHALL BE SUBMITTED TO THE VA FOR REVIEW PRIOR TO ANY EXCAVATION.
BUILDING 4
DEMOLITION PLAN
SCALE: 1"=20'-0"
ESW
CS102
HDR Architecture, Inc. Michael Sanford, Project Engineer
100% BID [FINAL] DOCUMENTS
265 Winter Street, Third Flr.
Waltham, MA 02451
N
PN
WARD A
WARD B
WARD C
KWH
LAYOUT PLAN
SCALE: 1"=20'-0"
ESW
CS103
HDR Architecture, Inc. Michael Sanford, Project Engineer
100% BID [FINAL] DOCUMENTS
265 Winter Street, Third Flr.
Waltham, MA 02451
N
PN
WARD A
WARD B
TOPOGRAPHIC AND UTILITY PLAN
SCALE: 1"=20'-0"
ESW
CS104
HDR Architecture, Inc. Michael Sanford, Project Engineer
100% BID [FINAL] DOCUMENTS
265 Winter Street, Third Flr.
Waltham, MA 02451
N
PN
WARD A
WARD B
CONSTRUCTION DETAILS
SCALE: 1"=20'-0"
ESW
CS105
CONCRETE SIDEWALK
TEMPORARY MATERIAL STOCKPILE
TOE-IN METHODS
TOP VIEW
CATCH BASIN INLET PROTECTION SACK
HDR Architecture, Inc. Michael Sanford, Project Engineer
100% BID [FINAL] DOCUMENTS
265 Winter Street, Third Flr.
Waltham, MA 02451
KWH
PRECAST CONCRETE CURB WALL DETAIL
BITUMINOUS SIDEWALK
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