2020-06-26 ARTS TRUST Bid Set AL&CINDEX OF DRAWINGS
THOMAS DOUGLAS, R.A. MA
THOMAS DOUGLAS
ARCHITECTS, INC.
ISSUE DATE
196 Pleasant Street
Northampton, MA 01060
413-585-0641
http://www.tdouglasarchitects.com
ARCHITECT:
RENOVATIONS & ADDITIONS TO
33 HAWLEY
STREET
NORTHAMPTON,
MASSACHUSETTS
AERIAL VIEW OF NORTHAMPTON MA SITE CONSTRUCTION AREA
NORTHAMPTON
COMMUNITY
ARTS TRUST
RICHARD WAGNER, BOARD PRESIDENT
33 HAWLEY STREET
NORTHAMPTON MA
PROJECT OWNER:
ELEVATION OF NEW COURTYARD
Sheet List1
0 COVER
DAL-100 SITE DEMO PLAN
AL-101 SITE PLAN
AL-102 ENLARGED SITE PLAN - GRADING
AL-103 ENLARGED SITE PLAN
AL-104 FOUNDATION PLAN & PRODUCT SCHEDULE
AL-110 SITE SECTIONS
AL-111 SITE SECTIONS
AL-211 SITE DETAILS
AL-212 SITE DETAILS
AL-300 PLANTING PLAN
SK-1 ADD ALTERNATES
SK-2 ADD ALTERNATES
SK-3 ADD ALTERNATES
CIVIL-1 DRAINAGE
CIVIL-2 DETAILS
MARK SULLIVAN
D.A. SULLIVAN &
SONS, INC.
82-84 NORTH STREET
Northampton, MA 01060
413-584-0310
http://www.dasullivan.com
CONSTRUCTION MANAGER:
6/24/20
BID DOCUMENTS
1 BID SET20-06-24
STRUCTURAL STEEL
1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS NOTED
OTHERWISE ON THE DRAWINGS: ROLLED WIDE FLANGE SECTIONS: ASTM A572 OR A992, GRADE 50
ALL OTHER ROLLED SECTIONS: ASTM A36
TUBULAR SECTIONS: ASTM A500, GRADE B
PIPE SECTIONS: ASTM A53, GRADE B
ANCHOR RODS: ASTM F1554, GRADE 55
MISC.. PLATES AND ASTM A36
CONNECTION MATERIALS:
2. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATION FOR
STRUCTURAL STEEL BUILDINGS, ASD OR LRFD AND THE AISC CODE OF STANDARD PRACTICE.
3. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO THE CURRENT SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490
BOLTS AS ENDORSED BY AISC. ALL BEAM TO COLUMN CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS AND SHALL BE FULLY
TENSIONED. ALL OTHER HIGH STRENGTH BOLTED CONNECTIONS MAY BE SNUG TIGHT UNLESS NOTED AS SLIP CRITICAL ON DRAWING.
4. UNLESS SPECIFICALLY NOTED, STEEL DETAILS SHOWN ON THE DRAWINGS ARE FOR CONCEPT ONLY AND DO NOT INDICATE THE
REQUIRED NUMBER OF BOLTS, SIZE OF WELD, ETC.
5. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE -
STEEL D1.1, LATEST EDITION. USE E70XX ELECTRODES UNLESS NOTED OTHERWISE.
6. ALL STEEL DECK SHALL BE DETAILED, ERECTED AND FASTENED IN ACCORDANCE WITH THE MANUFACTURER'S SUGGESTED
SPECIFICATIONS AND THE CURRENT STEEL DECK INSTITUTE SPECIFICATIONS.
7. PROVIDE ALL PLATES, CLIP ANGLES, CLOSURE PIECES, STRAP ANCHORS, MISCELLANEOUS PIECES, AND HOLES REQUIRED TO
COMPLETE THE STRUCTURE.
8. STEEL JOISTS AND BRIDGING SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH STEEL JOIST INSTITUTE, SJI,
SPECIFICATIONS.
9. STEEL JOISTS AND BRIDGING SHALL BE DESIGNED FOR A MIN NET UPLIFT OF 15 PSF U.N.O.
10. ALL LINTELS SHALL HAVE 6” MINIMUM BEARING EACH END UNLESS NOTED OTHERWISE.
11. ALL STEEL EXPOSED TO WEATHER, INCLUDING LINTELS IN EXTERIOR WALLS SHOULD BE HOT DIP GALVANIZED U.N .O
REINFORCED CONCRETE
1. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS PER ACI 318 AND SHALL BE NORMAL WEIGHT (UNLESS INDICATED AS
LIGHT WEIGHT ON PLANS) AIR ENTRAINED WITH A 28 DAY COMPRESSIVE STRENGTH AS FOLLOWS: WALLS AND FOUNDATIONS 3000 PSI,
INTERIOR SLABS ON GRADE 3500 PSI, EXTERIOR SLABS ON GRADE 4500 PSI
2. ALL REINFORCING BARS SHALL BE HIGH STRENGTH DEFORMED BARS ASTM A 615 - GRADE 60 U .N.O.
3. REINFORCING BARS FOR WELDING TO STRUCTURAL STEEL SHALL BE ASTM A706 WELDABLE REINFORCING.
4. DETAIL ALL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL - 1988." SHOW ON THE PLACING DRAWINGS THE NUMBER AND
LOCATION OF ALL BAR SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN POSITIONS INDICATED.
5. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE INDICATED SHALL BE: CONCRETE POURED AGAINST
EARTH: 3" CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH OF WEATHER: BARS #5 AND SMALLER 1 - 1/2", BARS LARGER THAN #5
2" COLUMNS BEAMS AND GIRDERS: 1 - 1/2" SLABS, WALLS NOT EXPOSED TO EARTH OR WEATHER: 3/4"
6. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. REBAR
DEVELOPMENT / SPLICE LENGTH SHALL BE AS SHOWN BELOW UNLESS OTHERWISE NOTED. VALUES SHOWN ARE IN INCHES. MAKE ALL
BARS CONTINUOUS AROUND CORNERS.
7. WIRE MESH REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS, AND SHALL BE WIRED TOGETHER . PROVIDE
ADEQUATE SUPPORTS FOR MESH TO INSURE ITS LOCATION AS SHOWN ON DRAWINGS.
8. CONDUITS AND PIPES SHALL BE PLACED ABOVE BOTTOM BARS AND BELOW TOP BARS AND SHALL NOT EXCEED 1/3 THE CONCRETE
THICKNESS AT ANY CROSS SECTION. PARALLEL RUNS SHALL BE SPACED A MINIMUM OF 3 DIAMETERS ON CENTER. NO ALUMINUM OR
COATED CONDUIT PIPE SHALL BE USED.
GENERAL
1. CODE OF MASSACHUSETTS REGULATIONS CMR 780 8TH EDITION AND SUPPLEMENTS.
2. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING AND BRACING TO MAINTAIN THE STABILITY, SAFETY, AND LATERAL
LOAD RESISTANCE OF THE BUILDING AND ITS INDIVIDUAL COMPONENTS THROUGHOUT CONSTRUCTION.
3. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS.
4. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS , SLEEVES AND ANCHOR BOLTS AS
REQUIRED BY ALL TRADES. OPENINGS NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT AND ENGINEER.
5. FOR RENOVATIONS AND ADDITIONS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AND NOTIFY THE
ARCHITECT OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK.
6. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WATER/DAMP-PROOFING AND FIREPROOFING REQUIREMENTS.
GNCB
CONSULTING
ENGINEERS
130 Elm Street, P.O. Box 802
Old Saybrook, CT 06475
860-388-1224 Ext. 130
www.gncbengineers.com
STRUCTURAL ENGINEER:
THE ZENGINEER
378 Main Street, #2
Easthampton, MA 01027
(413) 282-8876
zengineerbucky@gmail.com
CIVIL ENGINEER:
DESCRIPTION
ARCHITECTURAL/LANDSCAPE
CIVIL
Architects
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects .com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
This drawing is not intended nor shall it be
used for construction purposes unless the
Signed professional seal of a registered
architect employed by Thomas Douglas
Architects is affixed in the space below . The
Architect shall be deemed the author of these
documents and shall retain all common law ,
statutory and other reserved rights , including
the copyright .
THOMAS DOUGLAS
Rev Date Description
Project Title
project
Northampton
Community
Arts Trust
33 Hawley
Street,
Northampton, MA
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Sheet Title
Scale:
FEB 12,2019
td/db/sl
td
19-006
AS NOTED
Project N
o
r
t
h
1 BID SET20-06-24
FINAL BID SET
2020-06-24
DAL-100.WG35'-6"6'-0"POTTED
PLANT
POTTED
PLANT POTTED
PLANT
POTTED
PLANT
POTTED
PLANT
POTTED
PLANT
POTTED
PLANT
POTTED
PLANT POTTED
PLANT
POTTED
PLANT
8" hannover
asphalt paver
CASHDRAWERHAND SINKCOOLER72 5/16" L x30 1/16" D X33 11/16" TCOOLERUNDER CTR 3 DOOR FRIDGE72 5/16" L x30 1/16" D X33 11/16" TDN
THEATER HVAC CHASE
W02-3418 RISERS@6.86" EAW40BLACK BOX123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263 646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111112113114115116117118119120121122123124125126D10717 R OPEN
TO
BELOW
UP
DN
8"
W.F./BOTTLE
FILLER
CASE
POPCORN
MACHINE
CASE
POS
POS
CASHDRAWER&SHELVESTRASH
CASHDRAWER&SHELVESTRASH24"ICE-BIN CASHDRAWER&SHELVES11"
THEATER HVAC CHASE DDD60" 3-bay sink12"
ICE-BIN
POS
36" AFF
42" AFF
A
E
FREIGHT
ELEVATOR11'-4 3/4"7'-4 1/4"
STEP IN EXTERIOR METAL PANEL 1'-0"G2G2 G2EG2DG1G1
LOWER
LEVEL
CLASSROOM
NCTV
RRR
TBM - CHISELED SQUARE IN CONC - 97.16' (ASSUMED)9492.5
93 93.5
95
96
97
98
99
100
111'-8"
5'-11 1/2"
59'-10 1/2"#3397.9498.3598.6398.6298.6498.8398.8099.1399.4299.5299.6099.6599.6899.5199.0498.9098.8298.8698.8898.5998.3399.1898.1498.9199.6799.2099.11100.46100.60101.27101.14100.96100.71100.53100.48100.47100.66101.04100.75100.65100.33100.18100.12100.09100.07100.06100.28100.27100.39100.52100.43100.54100.05101.34100.17100.50100.89101.16101.03100.81101.16101.28101.20101.58101.26100.34100.63100.60100.42100.28100.32100.35100.18100.10100.1399.7499.9899.8499.1299.74100.16100.29100.25100.35100.39102.26102.41102.25102.26100.1199.5799.5899.4399.7199.81100.0599.17100.58100.3999.72100.1799.8799.58100.4299.5799.38100.03100.0099.8099.79100.31100.0999.9998.9199.11100.46101.2799.17100.58100.39100.26100.53100.72101.62100.85100.95101.02100.58100.2699.9699.8899.6399.9899.7499.1599.8799.5099.97100.0399.88100.09100.48100.49100.51100.19100.16100.19100.07101.90102.35102.33102.38102.40102.44102.39100.32.UGG99.8198.9598.1897.9499.23100.07100.0499.7899.9799.3999.3599.4499.4799.5999.5199.1199.4699.2999.1699.2099.2399.62FF 102.39'
X
100
10010010210097.9498.3598.6398.6298.6498.8398.8099.1399.4299.5299.6099.6599.6899.5199.0498.9098.8298.8698.8898.5998.3399.1898.1498.9199.6799.2099.11100.46100.60101.27101.14100.96100.71100.53100.48100.47100.66101.04100.75100.65100.33100.18100.12100.09100.07100.06100.28100.27100.39100.52100.43100.54100.05101.34100.17100.50100.89101.16101.03100.81101.16101.28101.20101.58101.26100.34100.63100.60100.42100.28100.32100.35100.18100.10100.1399.7499.9899.8499.1299.74100.16100.29100.25100.35100.39102.26102.41102.25102.26100.1199.5799.5899.4399.7199.81100.0599.17100.58100.3999.72100.1799.8799.58100.4299.5799.38100.03100.0099.8099.79100.31100.09REMOVE LANDSCAPING TIMBERS
REMOVE METAL BOLLARD
EXISTING CONCRETE
RETAINING WALL TO REMAIN
EXISTING EQUIPMENT AND
EQUIPMENT PADS TO REMAIN
REMOVE ASPHALT IN
AREA WITHIN HEAVY
DASHED-DOTTED LINE
EXISTING CONCRETE APRON
AND TRENCH DRAIN TO REMAIN.
REMOVE AND DISPOSE
EXPOSED PORTION OF TRENCH
DRAIN GRATE.
EXISTING METAL EGRESS
STAIR POSTS TO REMAIN
EXISTING CONCRETE
RETAINING WALL TO REMAIN
EXISTING
ASPHALT TO
REMAIN
EXISTING CONCRETE
SIDEWALK TO REMAIN
EXISTING
ASPHALT
TO REMAIN
EXISTING LANDSCAPING
STRIP TO REMAIN
EXISTING METAL EGRESS
STAIR TO REMAIN
EXISTING CONCRETE LIGHT
POLE BASE TO REMAIN
RETAIN EXISTING STEEL
DECK AND TRENCH DRAIN
GRATE IN THIS AREA.
ALL WORK TO EXISTING SIDEWALK
AND CURB CUTS IS N.I.C.
EXTENT OF WORK AREA
EXTENT OF WORK AREA
THIS AREA IS AN ADD-ALT
EXISTING
ASPHALT TO
REMAIN
EXISTING
ASPHALT TO
REMAIN
EXISTING DRAINAGE
STRUCTURE TO BE REPAIRED
EXISTING MANHOLE TO REMAIN
SITE DEMO
PLAN
SITE DEMO PLAN
1/8" = 1'-0"1
Architects
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects .com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
This drawing is not intended nor shall it be
used for construction purposes unless the
Signed professional seal of a registered
architect employed by Thomas Douglas
Architects is affixed in the space below . The
Architect shall be deemed the author of these
documents and shall retain all common law ,
statutory and other reserved rights , including
the copyright .
THOMAS DOUGLAS
Rev Date Description
Project Title
project
Northampton
Community
Arts Trust
33 Hawley
Street,
Northampton, MA
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Sheet Title
Scale:
FEB 12,2019
td/db/sl
td
19-006
AS NOTED
Project N
o
r
t
h
1 BID SET20-06-24
FINAL BID SET
2020-06-24
SITE PLAN
SITE PLAN
1/16" = 1'-0"1 AL-101.WG8" hannover
asphalt paver
CASHDRAWERHAND SINKCOOLER72 5/16" L x30 1/16" D X33 11/16" TCOOLERUNDER CTR 3 DOOR FRIDGE72 5/16" L x30 1/16" D X33 11/16" TDN
W02-3418 RISERS@6.86" EAW40BLACK BOX123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263 646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110111112113114115116117118119120121122123124125126UP
DN
DN
W.F./BOTTLEFILLER
CASE
POPCORNMACHINE
CASE
POS
POS
CASHDRAWER&SHELVESTRASH
CASHDRAWER&SHELVESTRASH24"ICE-BIN CASHDRAWER&SHELVES11"DDD60" 3-bay sink12"
ICE-BIN
POS
36" AFF
42" AFFDEVICERACKECHOPANELSUBPANELRELIEFINTAKE
A
E
FREIGHT
ELEVATOR
RRR
83
747576777879808182
50
51
52
53
54
55
56
57
58
59
60
61
62
17
6364656667686970717273
26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 451910111213141516823456784858687888990919293949596979899100101102103104105
18 19 20 21 22 23 24
DN
DN
DNUP
2'-0"2'-0"3'-0"
EXISTING CATCH BASIN
INVERT = 90.0'
EXISTING
MANHOLE TO
BRICK CULVERT
INVERT = 87.7'
EXISTING UNDERGROUND
4' WIDE BRICK CULVERT
BRICK CULVERT
INVERT APPROX. = 84.9'
EXISTING CATCH BASIN
INVERT = 3.5' BELOW GRADE
EXISTING UNDERGROUND
4' WIDE BRICK CULVERT
9594.5 EX. CONC. SIDEWALK TO REMAIN
EXISTING CATCH BASIN
TO BE REPAIREDN.I.C.
EXTENT OF
WORK AREA
THIS AREA
IS ADD-ALT
EXTENT OF
WORK AREA
Architects
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects .com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
This drawing is not intended nor shall it be
used for construction purposes unless the
Signed professional seal of a registered
architect employed by Thomas Douglas
Architects is affixed in the space below . The
Architect shall be deemed the author of these
documents and shall retain all common law ,
statutory and other reserved rights , including
the copyright .
THOMAS DOUGLAS
Rev Date Description
Project Title
project
Northampton
Community
Arts Trust
33 Hawley
Street,
Northampton, MA
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Sheet Title
Scale:
FEB 12,2019
td/db/sl
td
19-006
AS NOTED
Project N
o
r
t
h
1 BID SET20-06-24
FINAL BID SET
2020-06-24
AL-102
ENLARGED SITE
PLAN- GRADING
SITE PLAN
1/8" = 1'-0"1
POTTED
PLANT
POTTED
PLANT POTTED
PLANT
POTTED
PLANT
8" hannover
asphalt paver
CASHDRAWERHAND SINKCOOLER72 5/16" L x30 1/16" D X33 11/16" TCOOLERUNDER CTR 3 DOOR FRIDGE72 5/16" L x30 1/16" D X33 11/16" TDN
THEATER HVAC CHASE
W02-34W40BLACK BOX 646566677172737478798081858687889293949599100101102106107108109113114115116120121122123D10717 R OPEN
TO
BELOW
UP
DN
8"
W.F./BOTTLE
FILLER
CASE
POPCORN
MACHINE
CASE
POS
POS
CASHDRAWER&SHELVESTRASH
CASHDRAWER&SHELVESTRASH24"ICE-BIN CASHDRAWER&SHELVES11"
THEATER HVAC CHASE DDD60" 3-bay sink12"
ICE-BIN
POS
36" AFF
42" AFF
A
E
FREIGHT
ELEVATOR11'-4 3/4"7'-4 1/4"
STEP IN EXTERIOR METAL PANEL 1'-0"G2G2 G2EG2DG1G1
LOWER
LEVEL
CLASSROOM
NCTV
1719101112131415168234567 18 19 20 21 22UPDN
DN
DNUP
2'-0"2'-0"3'-0"9492.5
93 93.5
95
96
97
98
99
100
94.35
100
up 3"
99.2
97.5
96.5
95.5
91.84
95
96.0
97
98.5
99
99.5
94.5
95.5
97.5
94.9
T.W. 100.5
T.W. 100
99
99.5
99.5
94
96
94.3
94.5
94.43
94.43
94.8
93.5
94.6
91.7
94.1 94.2 94.3 94.4 94.5
94.7
94.794.6
93.85
93.35
92.85
92
2%
95.92
96.5
91.6
94 93
94
93.5
93
92.7
94.5
92.7
91.9 91.8 91.7
94
94.9
99.5
92
99
93.5
93
94
93.5 93
95.5
95
95
94.85 94.794.6
94.4
94.85
94.5
95
95.5
96.5 97.597
99.3
99.3
97.5
97
98
98
96.095.797.098.399.799.793.25
93.2593.1 93.1
93.1
99 .0
93
92.5
92
2%
92.05
92.12
92.1
up 3"99.74100.0699.8199.1198.6594.4994.4894.9195.5798.6498.8499.3399.6894.5095.5897.1298.7699.8798.9296.7995.1494.8294.6794.7794.8094.7594.7197.1694.3094.1594.9396.8498.7098.2597.3199.1699.2099.1999.0099.0299.2099.1098.6098.3698.3298.1195.4292.5792.7093.0593.4194.4195.1896.2297.4498.1698.4298.58102.4497.9196.6195.2291.7491.9191.6591.7192.0391.7491.6991.6991.7191.6691.6891.8294.2194.1394.1994.7894.5394.9395.0194.7494.7794.4894.4391.7091.8594.8794.1892.5092.2992.7792.0491.8392.2493.0994.7894.8599.74100.0699.8199.1198.6594.17SEE CIVIL DRAWINGS FOR RAIN
GARDEN GRADING & DESIGN
0 10 20 30 40 50 60 FT
NOTE:
HEAVY DASHED LINE INDICATES NEW TOPO
LIGHT DASHED LINE INDICATES EXISTING TOPO
EXTENT OF
WORK AREA
THIS AREA IS
ADD-ALT
EXTENT OF
WORK AREA
REPAIR EXISTING
CATCH BASINN.I.C.
Architects
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects .com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
This drawing is not intended nor shall it be
used for construction purposes unless the
Signed professional seal of a registered
architect employed by Thomas Douglas
Architects is affixed in the space below . The
Architect shall be deemed the author of these
documents and shall retain all common law ,
statutory and other reserved rights , including
the copyright .
THOMAS DOUGLAS
Rev Date Description
Project Title
project
Northampton
Community
Arts Trust
33 Hawley
Street,
Northampton, MA
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Sheet Title
Scale:
FEB 12,2019
td/db/sl
td
19-006
AS NOTED
Project N
o
r
t
h
1 BID SET20-06-24
FINAL BID SET
2020-06-24
AL-103
DNW.F./BOTTLE
FILLER
STEP IN EXTERIOR METAL PANEL
G2E
LOWER
LEVEL
CLASSROOM
NCTV
1719101112131415168234567 18 192AL-1111AL-110UPDN
DN
DN1
AL-110
UP
2
AL-212
2'-0"2'-0"3'-0"
1
AL-212
3
AL-212
3
AL-110 1AL-1113
AL-211
1
AL-211
EXISTING ASPHALT CURB NEW ASPHALT CURB
PLANTING AREA: REMOVE
EXISTING ASPHALT PAVEMENT AND
SUBSURFACE MATERIAL. INSTALL
NEW SUBSURFACE MATERIAL AND
LOAM. SEE CIVIL PLANS .
VAN
SIDE
COURTYARD
PAINTED
CROSS WALK
8'-4"
18'-0"
26'-0"
18'-0"18'-0"NEW ASPHALT CURB
INLET AT NEW ASPHALT
CURB, SEE CIVIL
NEW
ASPHALT
CURB
EXIST. ASPHALT CURB
EXISTING CONC. WALL
AND WOOD FENCE
NEW
GRANITE
CURB
5'-
0
"10'-0"NEW
ASPHALT
CURB
1:12 RAMP DN
EXIST. ASHPALT
PAVERS TO REMAIN
NEW ASPHALT
WALK SURFACE
NEW
ASPHALT
DRIVE
NEW
ASPHALT
SLOPED
TOWARD
LANE
EXIST. ASHPALT
PAVERS
26'-0"231.IPF231.IPFEXIST
DOWNSPOUT
EXIST
DOWNSPOUT
ALUMINUM HANDRAIL
WITH INTEGRAL LIGHTING
1'-4"6'-4" + -
R 10'
-
0
"
R 5'-0"2'-4"6'-0"5'-0"
3% SLOPE
7% SLOPE9'-0"TYPICAL36'-4 1/4"
NEW
ASPHALT
WALKWAY
NEW ASPHALT
WALKWAY WITH METAL
EDGE RESTRAINTS
NEW SUBSURFACE DRAIN
PIPE, SEE CIVIL PLANS
NEW CONCRETE MASONRY
GRAVITY RETAINING WALL
2% SLOPE 1/4":1'
CONCRETE WHEEL STOP,
SEE DETAIL 5/AL-111
NEW CATCH BASIN
ASPHALT CURB,
LANDING & RAMP
METAL RESTRAINT EDGING
EXIST. CONC. BASE TO
REMAIN, NO NEW POLE LIGHT
NEW BAR GRATE AT TRENCH
DRAIN (EXISTING TO REMAIN
BENEATH METAL COVER
PLATE AT DOOR)
POWER FOR LIGHTS IN
SURFACE MOUNTED
BOX ON GUARD
DRAIN
UNDERGROUND BRICK CULVERT
INVERT APPROX. = 84.9'
EXISTING UNDERGROUND
4' WIDE BRICK CULVERT
6'-0"1'-0"1'-6"5'-0"NEW WOOD FENCE WITH
SAFETY MESH
NEW ASPHALT CURB/TOP STEP
GALVANIZED STEEL
HANDRAIL, TYP.
SAW CUT NOTCH IN
BLOCK WALL FOR TIGHT
FIT AGAINST EXISTING
RETAINING WALL
18" HIGH GABION
BASKET WALL
PLANTING AREA: REMOVE
EXISTING ASPHALT AND
SUBSURFACE MATERIAL.
INSTALL NEW SUBSURFACE
MATERIAL AND LOAM.
EXISTING STEEL
STAIR & POSTS
NEW GRANITE TREAD/RISERS
SET IN SAND BED ON TYPICAL
SUBSTRATE MATERIALS
EXISTING CONCRETE
RETAINING WALL TO REMAIN
FLUSH PAVER STRIP WITH
METAL EDGE RESTRAINTS,
BOTH SIDES, NO CURB
2'-0"3'-0"4'-0"1'-0"
NEW ACCESSIBLE
PARKING SIGN
PARKING STRIPING AND
ACCCESSIBILITY MARKINGS,
PER MASSDOT PAINT SPEC
NEW CURB CUT AND
GRANITE CURB NOT
IN CONTRACT
5 NEW BIKE
RACKS, SEE SPEC
EXISTING ASPHALT WALK
SURFACE TO REMAIN
EXISTING METAL
COVER PLATE TO
REMAIN IN PLACE
DRAIN
DRAIN
DRAIN
DRAIN
NEW CONCRETE MASONRY
GRAVITY RETAINING WALL
TRAP ROCK GRAVEL
SURFACE OVER
CRUSHED STONE
BACKFILL BEHIND NEW
RETAINING WALL
EXISTING PLANTED AREA
NEW WOOD FENCE WITH
SAFETY MESH, SEE
DETAIL 4/AL-212
PLANTING AREA: REMOVE
EXISTING ASPHALT
PAVEMENT AND
SUBSURFACE MATERIAL.
INSTALL NEW SUBSURFACE
MATERIAL AND LOAM.
PLANTING AREA: REMOVE
EXISTING ASPHALT
PAVEMENT AND
SUBSURFACE MATERIAL.
INSTALL NEW SUBSURFACE
MATERIAL AND LOAM.NEW CONCRETE PAVERS ON
COMPACTED SUBSTRATE
NEW TRAP ROCK GRAVEL
SURFACE ON PREPARED
BASE - SEE 4/AL-211
NEW ACCESSIBLE CURB RAMP. SAW
CUT AND REMOVE EXISTING
ASPHALT, INSTALL NEW ASPHALT UP
TO ELEVATION OF RAMP & STEPS.
NEW SUBSURFACE DRAIN
PIPE, SEE CIVIL PLANS
NEW SUBSURFACE DRAIN
PIPE, SEE CIVIL PLANS
DRAIN
24" PLANTED STRIP
PREPARED FOR PLANTING
EXPOSED
STEPPED
CONCRETE
SUBSTRATE,
SEE 2/AL-211
EXPOSED
STEPPED
CONCRETE
SUBSTRATE,
SEE 2/AL-211
NEW ACCESSIBLE
PARKING SIGN
NEW METAL POST
NEW METAL POST
NEW METAL POST IN
PLANTING STRIP, TYP.
2% SLOPE 1/4":1'
EXISTING SPEED BUMP
TO REMAIN
FINISHED CONCRETE LANDING
W/SAWCUT CONTROL JOINTS
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
ALTERNATE #1 (ADD ALT):
SEE AL-111 & 2/SK-3
ALTERNATE #2 (ADD ALT):
SEE 1/AL-111
ENLARGED SITE
PLAN
SITE PLAN
3/16" = 1'-0"1 EXTENT OF
WORK AREA
EXTENT OF
WORK AREA
ARTS TRUST - SITE, NORTHAMPTON, MA
PRODUCT SCHEDULE
THOMAS DOUGLAS ARCHITECTS 06/01/20
PAGE 1 OF 1
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21
22
23
24
A B C D E F G H
Metals Type Manufacturer Model Size Finish/Color Location
Pipe & Tube Railings Dublin Steel Corp 1-1/4" I.D. pipe,
schedule 80
Galvanized Courtyard ramp and adjacent stair
Metal Gratings Ohio Gratings 11-DT-4 Carbon Steel Dove Tail
Bar Gratings
1'-4" x ±21'Hot-dip galvanized Courtyard
Decorative Metal
Railings
Alt #7 Wagner Architectural Systems Lumenrail System Aluminum Stairs
Decorative Metal Posts Allied Tube & Conduit Square 4x4 4"x4"Galvanized Courtyard & long retaining wall
Stainless steel cables Courtyard & long retaining wall
Metal Guardrails Stainless Cable & Railing Aluminum CableView Railing
System
2-1/8" square
posts
Black Top of retaining walls
Metal Guardrails Stainless Cable & Railing Stainless steel cable system 3/16"Natural Top of retaining walls
Electrical Type MFG Model Size Finish/Color Location
Lighting - S1 Alt #7 Raab Bullet2x12YA Bronze On select posts at long retaining wall
Lighting - STRING Alt #7 Celestial Hydra STL 18" o.c.1800K LED Clear Glove Courtyard & long retaining wall
Lighting - H1 Alt #7 Wagner Architectural Systems Lumenlinear Asymmetric 3000K, 20 W Matte asymmetric lens Stairs
Earthwork Type MFG Model Size Finish/Color Location
Gabion boxes Stone Decorative Industrial 18x18x36 Galvanized Edge of ramp & courtyard
Rock fill for gabion
boxes
JS Lane From Amherst, MA quarry 6" & 2"Edge of ramp & courtyard
Exterior
Improvements
Type MFG Model Size Finish/Color Location
Unit Paving Base Bid
& Alt 2
Unilock City Park Pavers Hex Two colors, 50-50 (TBD)Ramp & lanindg (base bid); Courtyard (ADD
ALT)
Unit Paving Unilock Antara Pavers 6" square (TBD)Between asphalt walkway and parking near
top of long retaining wall
Trap Rock Gravel 1/2" screenings Courtyard
Parking Bumpers Shea Concrete Products Bumper curbing single face 5'-11" (min.)Natural, as-cast color Parking area
Tactile Warning
Surfacing
Ultra Tech Ultra-ADA Pad, Model 0761 48x24 Brick red Top of courtyard ramp
Precast Modular Block
Retaining Wall
ReCon Wall Systems ReCon Unit Face Texture: Old
World
48" W x 16" H Natural, as-cast color Stairs/courtyard
Drain Caps NDS Square Atrium Grate 9" x 9"Black Courtyard planting strip
Edge restraint Permaloc StructurEdge 3/16" x 2-1/4"Black Duraflex Courtyard & Ramp
Architects
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects .com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
This drawing is not intended nor shall it be
used for construction purposes unless the
Signed professional seal of a registered
architect employed by Thomas Douglas
Architects is affixed in the space below . The
Architect shall be deemed the author of these
documents and shall retain all common law ,
statutory and other reserved rights , including
the copyright .
THOMAS DOUGLAS
Rev Date Description
Project Title
project
Northampton
Community
Arts Trust
33 Hawley
Street,
Northampton, MA
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Sheet Title
Scale:
FEB 12,2019
td/db/sl
td
19-006
AS NOTED
Project N
o
r
t
h
1 BID SET20-06-24
FINAL BID SET
2020-06-24
FOUNDATION
PLAN &
PRODUCT
SCHEDULE
STEP IN EXTERIOR METAL PANEL
NCTV 1234567UPFOUNDATION PLAN GRANITE STAIR AND WALLS
Scale: 3/16" = 1'-0"1 1'-0"28'-0"1'-0"10'-7 1/4"88'-0"16'-11"2'-0"6'-0"8'-5"
1'-0"3'-3"1'-0"16'-0"16'-0"16'-0"32'-0"1'-8"COMPACTED BASE FOR
STONE DUST 1'-0"6'-0"12'-0"8'-0"2'-0"1'-0"1'-3"1'-0"2'-0"1'-0"1'-0"2'-0"1'-0"1'-3"
1'-0"3'-3"1'-0"1'-0"10'-0"12'-0"50'-0"16'-0"1'-0"6"1'-6"6"6"1'-6"6"6"15'-2"6"EXISTING CONCRETE
RETAINING WALL
NEW CONCRETE FOOTINGS
AND STRUCTURE FOR NEW
GRANITE STAIR
NEW CONCRETE MASONRY
RETAINING WALL WITH MAX.
FOOTING DEPTH OF 39", PER WALL
VENDOR. DECORATIVE SCREEN ON
TOP. SEE ELEVATION 4/AL110.
NEW CONCRETE MASONRY RETAINING
WALL WITH MAX. FOOTING WIDTH OF 39",
PER WALL VENDOR. DECORATIVE SCREEN
ON TOP. SEE ELEVATION 5/AL-110.28'-8"1'-4"
COMPACTED GRAVEL FOOTING
EXTENDING MIN. 12" BEYOND BASE
OF WALL, PER WALL VENDOR.
COMPACTED GRAVEL FOOTING
EXTENDING MIN. 12" BEYOND BASE
OF WALL, PER WALL VENDOR.
EXISTING TRENCH
DRAIN TO REMAIN INSTALL POST IN 12" DIA
CONCRETE FILLED HOLE, TYP.
ALTERNATE #1 (ADD):
ELECTRICAL BOXES AT TOP
AND BOTTOM OF COLUMN
PERFORATED DRAIN PIPE, PER CIVIL
DRAIN, PER CIVIL, TYP.
PERFORATED DRAIN PIPE, PER CIVIL
DRAIN, PER CIVIL, TYP.8'-7 7/8"6'-4 3/8"10'-8 1/2"5"5'-4 1/2"
± T.O.C. 94'-11 1/8" T.O.C. 95'-3 1/8" T.O.C. 98'-6" T.O.C. 91'-2 1/8" DRAIN, PER CIVIL, TYP.
EXISTING
CONCRETE
SIDEWALK
EXISTING FOOTINGS
& METAL COLUMNS
COMPACTED GRAVEL
FOOTING FOR GABION WALL
BASE FOR NEW ASPHALT
LANDING & NEW GRANITE
STAIR TREADS
COMPACTED GRAVEL BASE
FOR ASPHALT RAMP, UPPER
LANDING & CURB CUT
COMPACTED BASE
FOR ASPHALT
PAVERS
EXISTING CONCRETE BASE
TO REMAIN IN PLACE.
T.O. PAD
91'-8 1/2"
NEW GABION WALL
28'-4 1/2"
T.O. PAD = 95'-8"
T.O. PAD = 93'-0"
T.O. PAD = 90'-4"
T.O. PAD = 91'-8"
T.O. PAD = 97'-0"
T.O. PAD = 94'-4"
T.O. PAD = 90'-4"1'-2 1/4"1"14'-6"23'-9 1/2"6'-3"5'-6"1'-11"5'-0"9
7
°
9
7
°
5'-4 1/2"
ALTERNATE #1 (ADD):
ELECTRICAL BOXES AT TOP
AND BOTTOM OF COLUMN
STEPPED
CONCRETE
STAIR
STEPPED
CONCRETE
STAIR
FINISHED
CONCRETE
LANDING
AL-104
PRODUCT SCHEDULE2
N.I.C.
N.I.C.
#1
#1
#1
#1
Architects
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects .com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
This drawing is not intended nor shall it be
used for construction purposes unless the
Signed professional seal of a registered
architect employed by Thomas Douglas
Architects is affixed in the space below . The
Architect shall be deemed the author of these
documents and shall retain all common law ,
statutory and other reserved rights , including
the copyright .
THOMAS DOUGLAS
Rev Date Description
Project Title
project
Northampton
Community
Arts Trust
33 Hawley
Street,
Northampton, MA
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Sheet Title
Scale:
FEB 12,2019
td/db/sl
td
19-006
AS NOTED
Project N
o
r
t
h
1 BID SET20-06-24
FINAL BID SET
2020-06-24
AL-110
SITE SECTIONS
99.5
99
98.5
98
97
96
95.5
99
94.85
91.7
91.7
92.85
99.5
50'-0"16'-0"16'-0"6'-0"
88'-0"28'-0"
GRADE BEYOND
CONCRETE WALL
GRADE BEYOND
CONCRETE WALL
GRADE BEYOND
CONCRETE WALL
10'-0"12'-0"50'-0"16'-0"10'-0"12'-0 7/8"5'-11 1/8"9'-4"9'-4"99'-8"
99'-8"
98'-4"
97'-0"
95'-8"
98.5
98
97
96
95.5
99
99'-6"
88'-0"
88'-0"
11'-0"
13'-0"
52'-0"
17'-0"
12'-0"
13'-0"
7'-0"
99'-8"
SECTION: THROUGH STAIRS & LOWER RAMP
Scale: 1/4" = 1'-0"1
INSTALL POST IN 12" DIA
CONCRETE FILLED HOLE, TYP.
METAL POSTS WITH CABLE
CONNECTORS, TYP
8'-2"12'-1"16'-0"4
AL-112
WOOD FENCE
ALT #1: STRING LIGHTS
ON METAL POLES
COMPACTED FILL
CONCRETE SLAB
GRAVEL CONCRETE FOUNDATION
WALL, TYP.
CONCRETE FOOTING , TYP.
CONCRETE MASONRY
GRAVITY RETAINING WALL
SEE DETAIL 5/AL-110 FOR
EXTENTS OF WALL
ACCESSIBLE RAMP
3
SK-1
GALVANIZED STEEL
HANDRAILS, TYP.
ALT #2: GRANITE
STAIR TREADS
COMPACTED BASE
4 RISERS @ 6"
= 2'-0" RISE
2
AL-111
ALT #2: OUTLINE
OF ADJACENT
GRANITE TREADS
3'-2"1'-5"1'-9"1'-0"14'-4"4'-3"5'-5 1/2"2'-0"4'-6"EXISTING
GRADE
BEYOND
5
AL-111
NEW GRADE
BEYOND
84'-0"
SECTION: THROUGH COURTYARD, LOOKING EAST
Scale: 1/4" = 1'-0"2SECTION: THROUGH UPPER RAMP
Scale: 1/4" = 1'-0"3
METAL POSTS WITH CABLE
CONNECTORS, TYP
WOOD FENCE
ALT #1: STRING LIGHTS
ON 1/2" STEEL CABLES
ALT #1: 1.66" ALUMINUM
HANDRAILS WITH
INTEGRAL LED LIGHTING
ALT #2:
GRANITE STAIR
TREADS
CONCRETE STAIR
SUBSTRATE
(UNFINISHED)
WOOD FENCE
NEW CONCRETE MASONRY
GRAVITY RETAINING WALL
EXISTING CONCRETE
RETAINING WALL
NEW CONCRETE MASONRY
GRAVITY RETAINING WALL
ASPHALT SIDEWALK
6" CONCRETE PAVER STRIP
PLANTING STRIP
CONCRETE PAVER WHEEL
STOP, SECURED BY (2) 18"
STEEL SPIKES
ASPHALT PAVING AT DRIVEWAY
AND PARKING SPACES, SEE
DETAIL 5/AL-111
METAL POST WITH CABLE
CONNECTORS
EXISTING BUILDING
ENTRY TO
EXISTING BUILDING
EXISTING METAL
ENTRY RAMP
EXISTING CONCRETE TRENCH
DRAIN WITH NEW METAL GRATE
EXTENT OF COMPACTED BASE
FOR GRAVITY WALL, TYP.
PLANTED AREA
GALVANIZED HANDRAIL
AT LANDING
ASPHALT LANDING
AND RAMP
GALVANIZED HANDRAIL
AT RAMP
SLOPED PLANTED AREA, UP TO
ASPHALT CURB BEYOND
ALT #2: STAIRS
W/GRANITE TREADS
GALVANIZED HANDRAIL
AT STAIRS
CONCRETE LANDING
AT EGRESS STAIRS
(NOT SHOWN)
SLOPED PLANTED AREA, UP TO
ASPHALT CURB BEYOND
NEW CONCRETE MASONRY
GRAVITY RETAINING WALL
CONCRETE PAVERS
AT LANDING
DETAIL: GRAVITY RETAINING WALL EXTENTS & BASE - SOUTH WALL
Scale: 1/4" = 1'-0"5 DETAIL: GRAVITY RETAINING WALL EXTENTS & BASE - NORTH WALL
Scale: 1/4" = 1'-0"4
GRADE AT PLANTED
STRIP AT BASE OF WALL
ADJACENT TO RAMP
GRADE AT PLANTED STRIP
AT BASE OF WALL
ADJACENT TO COURTYARD
GRADE AT CONCRETE
STAIR STRINGER
CONCRETE MASONRY
GRAVITY RETAINING WALL
CONCRETE MASONRY
GRAVITY RETAINING WALL
COMPACTED BASE.
T.O. PAD = 90'-4"
COMPACTED BASE.
T.O. PAD = 93'-0"
COMPACTED BASE.
T.O. PAD = 95'-8"
COMPACTED BASE.
T.O. PAD = 91'-8"COMPACTED BASE.
T.O. PAD = 90'-4"
COMPACTED BASE.
T.O. PAD = 94'-4"
COMPACTED BASE.
T.O. PAD = 97'-0"
GRADE AT CONCRETE
STAIR STRINGER
GRADE AT PLANTED
STRIP AT BASE OF WALL
ADJACENT TO LANDING
NEW TRG COURTYARD
SURFACE
GRADE AT STAIRS
N.I.C.
N.I.C.
N.I.C.
Architects
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects .com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
This drawing is not intended nor shall it be
used for construction purposes unless the
Signed professional seal of a registered
architect employed by Thomas Douglas
Architects is affixed in the space below . The
Architect shall be deemed the author of these
documents and shall retain all common law ,
statutory and other reserved rights , including
the copyright .
THOMAS DOUGLAS
Rev Date Description
Project Title
project
Northampton
Community
Arts Trust
33 Hawley
Street,
Northampton, MA
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Sheet Title
Scale:
FEB 12,2019
td/db/sl
td
19-006
AS NOTED
Project N
o
r
t
h
1 BID SET20-06-24
FINAL BID SET
2020-06-24
AL-111
SITE SECTIONS
W3W3W3
GRADE BEYOND
CONCRETE WALL
EXISTING
CONCRETE
RETAINING WALL
WITH NEW
DECORATIVE
SCREEN ON TOP
CONCRETE MASONRY
GRAVITY RETAINING WALL
SEE DETAIL 4/AL-110 FOR
EXTENTS OF WALL
91'-10 1/8"
2"3'-6"7 RISERS @ 6-1/8"
= 3'-6 7/8"
8 RISERS @ 6-1/8"
= 4'-1"
CONCRETE FOOTINGS
AND FOUNDATIONS,
PER STRUCTURAL
ALT #1: 1.66" DIA. ALUMINUM
HANDRAIL WITH INTEGRAL LED
DOWN LIGHTING, TYP.1'-0"8"1'-0"8"28'-8 3/4"3'-2"95'-11 1/8"
CONCRETE SLAB
@ LANDING 3'-2"91'-10 1/8"
99'-6"
7 RISERS @ 6-1/8"
= 3'-6 7/8"
8 RISERS @ 6-1/8"
= 4'-1"
ALT #2: GRANITE
TREADS (BEYOND)
CONCRETE FOOTINGS
AND FOUNDATIONS 1'-0"8"3'-2"95'-11 1/8"
FINISHED CONCRETE
SLAB @ LANDING 3'-2"91'-10 1/8"
OUTLINE OF COMPACTED BASE
FOR NEW CONCRETE MASONRY
GRAVITY RETAINING WALL, SEE
DETAIL 4/AL-110
99'-8"
ENLARGED SECTION THROUGH STAIR LOOKING NORTH, WITH NORTH HANDRAIL
Scale: 1/2" = 1'-0"1
ENLARGED SECTION THROUGH STAIR LOOKING NORTH, WITH SOUTH HANDRAIL
Scale: 1/2" = 1'-0"2
SUBSTRATE
ALT #2: GRANITE
TREADS, TYP.
CONCRETE STAIR
STRINGER
SUBSTRATE
END OF EXISTING
CONCRETE
RETAINING WALL
WITH NEW
DECORATIVE
SCREEN ON TOP
(HIDDEN)
11'-4"12'-8"
ALT #1: 1.66" DIA. ALUMINUM
HANDRAIL WITH INTEGRAL LED
DOWN LIGHTING, TYP .
ALT #1: 1.66" DIA. ALUMINUM
HANDRAIL WITH INTEGRAL LED
DOWN LIGHTING, TYP.
CONCRETE STAIR
STRINGER, UNFINISHED
99'-6"
OUTLINE OF NEW CONCRETE
MASONRY GRAVITY RETAINING
WALL, SEE DETAIL 4/AL-110
2x12 GROUND CONTACT PT
ASPHALT STOP, SECURED
WITH 24" METAL SPIKES
ASPHALT WALKWAY
2'-4"1'-4"2'-4"1'-4"
NEW WOOD GUARD RAIL
9'-4"8'-0"1'-0"8"N.I.C.
Architects
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects .com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
This drawing is not intended nor shall it be
used for construction purposes unless the
Signed professional seal of a registered
architect employed by Thomas Douglas
Architects is affixed in the space below . The
Architect shall be deemed the author of these
documents and shall retain all common law ,
statutory and other reserved rights , including
the copyright .
THOMAS DOUGLAS
Rev Date Description
Project Title
project
Northampton
Community
Arts Trust
33 Hawley
Street,
Northampton, MA
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Sheet Title
Scale:
FEB 12,2019
td/db/sl
td
19-006
AS NOTED
Project N
o
r
t
h
1 BID SET20-06-24
FINAL BID SET
2020-06-24
AL-211
SITE DETAILS
ASPHALT CURB (BEYOND), PER
PAVING CONTRACTOR
BUILT UP ASPHALT SLOPE AT
STAIR & RAMP LOCATIONS
ALT #2: NEW GRANITE
STAIR TREADS CURRENT SURFACE OF
ASPHALT DRIVEWAY
94.85
ASPHALT DRIVEWAY
SUBSTRATE
3'-0"
DETAIL: GABION WALL
Scale: 1-1/2" = 1'-0"3
GABION BASKET WALL W/ STONE FILL TO
MATCH GABION @ FRONT OF BUILDING.
TOP COURSE OF STONE TO BE GOSHEN
STONE, PLACED FLAT FOR SEATING.
FILTER FABRIC @
BACK & UNDER SIDE
NOTE:
SEE PLAN FOR
LOCATIONS AND PLAN
DIMENSIONS
TRAP ROCK GRAVEL
(SEE DETAIL 4/AL-111)
GRADE
GRAVEL LEVELING PAD
1'-6"
TRAP ROCK GRAVEL
(SEE DETAIL 4/AL-111)
FLUSH VERTICAL CONCRETE
MASONRY GRAVITY RETAINING WALL.
ENGINEERING TO BE PROVIDED BY
RETAINING WALL VENDOR.
3/4" WASHED
STONE
STEEL RESTRAINT EDGE
SECURED WITH METAL SPIKES
FILTER FABRIC
COMPACTED
SOIL
FILTER FABRIC
@ BACK SIDE
4" PERFORATED DRAIN TILE
WRAPPED IN FILTER FABRIC
METAL EDGE
PAVEMENT
FILTER FABRIC
COMPACTED
SOIL
DETAIL: CONCRETE MASONRY GRAVITY RETAINING WALL
Scale: 1-1/2" = 1'-0"1
3/4"
WASHED
STONE
PLANTING STRIP
DETAIL: SECTION THROUGH TRAP ROCK GRAVEL AT COURTYARD
Scale: 1-1/2" = 1'-0"4
GEOTEXTILE/FILTER FABRIC BARRIER
1/2" SCREENINGS TRAP ROCK
GRAVEL, COMPACTED
4x4 METAL EDGE RESTRAINT, SECURED
IN PLACE WITH METAL SPIKES
SUBGRADE - COMPACTED SOIL/FILL
AGGREGATE BASE
NOTE: CONCRETE MASONRY
UNITS ARE TO BE INSTALLED
WITH A FLUSH VERTICAL FACE,
REQUIRING SAW CUTTING 1"
FROM THE KEY ON EACH BLOCK.
DETAIL: CURB AT STAIRS AT ACCESSIBLE RAMP MIDDLE LANDING
Scale: 1-1/2" = 1'-0"2 3"3"GRADE (BEYOND)
COMPACTED
SUBSTRATE
FILTER FABRIC
SAND
LEVELLING BED
NEW HANDRAIL
3'-2"2'-0"1'-0"2'-0"1'-6"3-1/2"CONCRETE PAVER AT RAMP
SEE DETAIL 1/LA-112
FOOTING FOR HANDRAIL EXISTING PAVEMENTNEW PAVEMENT2'-0"3"MIN. DETAILSPERMITTING
REV.
RLA PROJ. NUMBER:
DRAWING#
OF MASSACHUSETTS STATE LAW
THIS DOCUMENT IS A VIOLATION
UNAUTHORIZED ALTERATION OF
DATE:
ISSUANCE DATE:
REVISIONS:
PREPARED FOR:
ph: 413.568.0985 fax: 413.568.0986rlaland.comWestfield, MA 01086R L A40 School Street · P.O. Box 640
SCALE:Clarke School Redevelopment ProjectParcel ID: 31B-004-001 & 31B-006-001Round Hill Road · Northampton, MA1924, LLC &
Historic Round Hill Summit, LLC
c/o Jim Hebert
333 Elm Street
West Springfield, MA 01089
Z:\Projects\2015\150815 - Hebert - Gawith Property - Northampton\Civil 3D\150815 - SITE.dwg150815
AS NOTED
Landscape ArchitectsCivil Engineers · Land SurveyorsEnvironmental Consultants
D-1
SILT FENCE DETAILHANDICAP PARKING STALL SHRUB PLANTING DETAIL
TREE PLANTING DETAIL
ANTI-TRACKING APRON (AS REQ'D)AAREINFORCED CONCRETE SIDEWALK SECTIONINLET PROTECTION - SEDIMENT FILTER SACK
MONOLITHIC CONCRETE CURB & SIDEWALK
BITUMINOUS CONCRETE PAVING DETAIL
INLET PROTECTION - HAY BALES SLOPE PROTECTION MATERIAL INSTALLATION (AS REQ'D)
VERTICAL GRANITE CURB
April 8, 2016
-
BITUMINOUS CONCRETE BERM (CAPE COD)
BITUMINOUS CONCRETE PAVING DETAIL & WHEEL STOP DETAIL
Scale: 1/2" = 1'-0"5
WOODEN FENCE
4 RISERS @ 6" =
2'-0"
12"
93.25
92.85
CONCRETE WHEEL STOP
(2) METAL RODS , 18" MIN.
PLANTING STRIP
DRAIN CAP
6" DRAINAGE PIPE,
PER CIVIL
COMPACTED GRAVEL
LEVELING PAD
6" DRAIN PIPE
N.I.C.
TAPER ASPHALT AT
RAMP EDGES, TYP.
2'-0"5'-1"
MAX. 2% SLOPE
MAX. 2% SLOPE
GEOTEXTILE/FILTER FABRIC BARRIER
FOR SAND SETTING BED HEX PAVER
FILL JOINTS WITH POLYMERIC SAND
1-1/2" SAND SETTING BED METAL EDGE RESTRAINT, WITH FASTENERS
AND/OR APRON TO SECURE IN PLACE
AGGREGATE BASE
SUBGRADE -
COMPACTED SOIL/FILL
8" CONCRETE SONOTUBE
POST FOOTINGS 1'-6"1'-6"3'-3"GABION WALL,
SEE DETAIL
4/AL-111
CONCRETE MASONRY
GRAVITY RETAINING WALL,
SEE DETAIL 1/L-108
PLANTING STRIP
4'-0"
5'-0"1'-6"1'-6"3'-3"GRADE
GRADE
GRADE
GEOTEXTILE/FILTER
FABRIC BARRIER
ASPHALT RAMP SURFACE
AGGREGATE BASE
SUBGRADE -
COMPACTED SOIL/FILL
ASPHALT CURB AND DRIVEWAY,
PER PAVING CONTRACTOR
GRADE
8" CONCRETE SONOTUBE
POST FOOTINGS
DETAIL: SECTION THROUGH UPPER RAMP
Scale: 1-1/2" = 1'-0"3
BUILT UP ASPHALT SLOPE
PREVENT DRAINAGE AT STAIR &
RAMP LOCATIONS
DETAIL: WOOD FENCE
Scale: 1/2" = 1'-0"4
2X6 PT CAP
PLAN VIEW
ELEVATION
NOTE:
ALL FASTENERS TO BE
STAINLESS STEEL
3'-4"4"3 1/2"2'-9"3 1/2"8'-0"
SECTION
4X4 GROUND
CONTACT PT POST
CHICKEN WIRE MESH
2X4 PT STILE AT POSTS
GRADE
2X4 PT RAIL
2X4 PT RAIL
4X4 PT POST
CHICKEN WIRE MESH
2X4 PT STILE AT POSTS
2X4 PT RAIL
94.43
ACCESSIBLE RAMP
WARNING STRIP
ASPHALT LANDING
AT TOP OF RAMP
ASPHALT CURB (BEYOND), PER
PAVING CONTRACTOR
BUILT UP ASPHALT SLOPE
PREVENT DRAINAGE AT STAIR &
RAMP LOCATIONS
CURRENT SURFACE OF
ASPHALT DRIVEWAY
3'-0"
DETAIL: CURB AT ACCESSIBLE RAMP
Scale: 1-1/2" = 1'-0"2
GRADE (BEYOND)EXISTING PAVEMENTNEW PAVEMENTMETAL POST FOOTING & OVERHEAD WIRE CONNECTORS
Scale: 1/2" = 1'-0"5
NOTE:
SEE PLAN FOR
LOCATIONS AND PLAN
DIMENSIONS
STONE DUST (SEE
DETAIL 5/AL-111)
TOP OF POLE
16'-0" ABOVE COURTYARD
NEW GALVANIZED
STEEL POST
1/2" STAINLESS STEEL
CABLE AND TENSIONER
CONNECTION SYSTEM
NEW GALVANIZED
STEEL POST
1/2" STAINLESS STEEL
CABLE AND TENSIONER
CONNECTION SYSTEM
CONCRETE MASONRY
GRAVITY RETAINING WALL,
PER STRUCTURAL
COMPACTED SOIL 3"3"DETAIL: SECTION THROUGH LOWER RAMP
Scale: 1-1/2" = 1'-0"1
INSTALL POST IN 12" DIA
CONCRETE FILLED HOLE , TYP.3 1/2"DRAIN CAP
6" DRAINAGE PIPE,
PER CIVIL
NEW GALVANIZED
STEEL HANDRAIL
NEW GALVANIZED
STEEL HANDRAIL
WOOD FENCE
N.I.C.
Architects
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects .com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
This drawing is not intended nor shall it be
used for construction purposes unless the
Signed professional seal of a registered
architect employed by Thomas Douglas
Architects is affixed in the space below . The
Architect shall be deemed the author of these
documents and shall retain all common law ,
statutory and other reserved rights , including
the copyright .
THOMAS DOUGLAS
Rev Date Description
Project Title
project
Northampton
Community
Arts Trust
33 Hawley
Street,
Northampton, MA
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Sheet Title
Scale:
FEB 12,2019
td/db/sl
td
19-006
AS NOTED
Project N
o
r
t
h
1 BID SET20-06-24
FINAL BID SET
2020-06-24
AL-212
SITE DETAILS
Architects
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects .com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
This drawing is not intended nor shall it be
used for construction purposes unless the
Signed professional seal of a registered
architect employed by Thomas Douglas
Architects is affixed in the space below . The
Architect shall be deemed the author of these
documents and shall retain all common law ,
statutory and other reserved rights , including
the copyright .
THOMAS DOUGLAS
Rev Date Description
Project Title
project
Northampton
Community
Arts Trust
33 Hawley
Street,
Northampton, MA
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Sheet Title
Scale:
FEB 12,2019
td/db/sl
td
19-006
AS NOTED
Project N
o
r
t
h
1 BID SET20-06-24
FINAL BID SET
2020-06-24
AL-300
PLANTING PLAN
BASE BID
PLANTING PLAN - BASE BID
1/8" = 1'-0"1
DN
STEP IN EXTERIOR METAL PANEL 1'-0"NCTV
1719101112131415168234567 18UPDN
DN
DNUP
2'-0"2'-0"3'-0"
94.35
100
up 3"
99.2
97.5
96.5
95.5
91.84
95
96.0
97
98.5
99
99.5
94.5
95.5
97.5
94.9
T.W. 100.5
T.W. 100
99
99.5
99.5
94
96
94.3
94.5
94.43
94.43
94.8
93.5
94.6
91.7
94.1 94.2 94.3 94.4 94.5
94.7
94.794.6
93.85
93.35
92.85
92
2%
95.92
96.5
91.6
94 93
94
93.5
93
92.7
94.5
92.7
91.9 91.8 91.7
94
94.9
99.5
92
99
93.5
93
94
93.5 93
95.5
95
95
94.85 94.794.6
94.4
94.85
94.5
95
95.5
96.5 97.597
99.3
99.3
97.5
97
98
98
96.095.797.098.399.799.793.25
93.2593.1 93.1
93.1
99 .0
93
92.5
92
2%
92.05
92.12
92.1
up 3"
SEE CIVIL DRAWINGS FOR RAIN
GARDEN GRADING & DESIGN
A GROUND COVER (TBD)
B
C
D
E
F
G
PLANTING SCHEDULE - BASE BID
DN
STEP IN EXTERIOR METAL PANEL 1234567POTTED
PLANT
POTTED
PLANT
DN
DN
DNUP
2'-0"2'-0"3'-0"
EXIST. CONCRETE WALL WITH
NEW ALUMINUM GUARD RAIL
2
SK_1
1
SK_2
ALTERNATE #5 (ADD ALT):
NEW ALUMINUM GUARD
RAIL, TYP .
ALTERNATE #3 (ADD ALT):
HEXAGONAL CONCRETE
PAVERS AT COURTYARD
(RAMP PAVERS ARE PART
OF BASE DESIGN)
ALTERNATE #6
(ADD ALT):
NEW WOOD
BENCHES
ALTERNATE #4 (ADD ALT): INSTALL ASPHALT
PAVERS (ALREADY PURCHASED) ON TYPICAL SAND
SETTING BED AND SUBSURFACE MATERIALS
AREA OF PAVERS WILL BE DETERMINED BY THE
AMOUNT OF EXISTING MATERIALS THAT THE OWNER
HAS STOCKPILED. PROVIDE FLUSH TRANSITION TO
ALL SURROUNDING SURFACES.
ALTERNATE
#7 (ADD ALT):
ADDITIONAL
PLANTINGS
ALTERNATE #6
(ADD ALT):
NEW WOOD
BENCHES
ALTERNATE
#7 (ADD ALT):
ADDITIONAL
PLANTINGS
ALTERNATE
#7 (ADD ALT):
ADDITIONAL
PLANTINGS
ALTERNATE
#7 (ADD ALT):
ADDITIONAL
PLANTINGS
ALTERNATE
#7 (ADD ALT):
ADDITIONAL
PLANTINGS
ALTERNATE #5 (ADD ALT):
NEW ALUMINUM GUARD
RAIL, TYP.
ALTERNATE #5 (ADD ALT):
NEW ALUMINUM GUARD
RAIL, TYP.
ALTERNATE
#7 (ADD ALT):
ADDITIONAL
PLANTINGS
DN
DN
7 RISERS
@ 6-1/8"
= 3'-6 7/8"
8 RISERS
@ 6-1/8"
= 4'-1"
ALTERNATE #2
(ADD ALT):
GRANITE TREADS
- SEE 1/AL-111
ALTERNATES:
ALTERNATE #1 (ADD ALT):
ELECTRICAL & LIGHTING
ALTERNATE #2 (ADD ALT):
SINGLE PIECE GRANITE
TREADS
ALTERNATE #3 (ADD ALT):
HEXAGONAL CONCRETE
PAVERS AT COURTYARD
ALTERNATE #4 (ADD ALT):
ASPHALT PAVERS AT BASE OF
FRONT ENTRY RAMP
ALTERNATE #5 (ADD ALT):
ALUMINUM GUARD RAILS AT
COURTYARD PERIMETER
ALTERNATE #6 (ADD ALT):
NEW WOOD BENCHES ON
UNFINISHED CONCRETE
STAIR SUBSTRATE
ALTERNATE #7 (ADD ALT):
ADDITIONAL PLANTINGS IN
GREEN STRIPS AND SPACES
ALTERNATE
#1 (ADD ALT):
ELECTRICAL
& LIGHTING
FIXTURES -
SEE 2/SK-3
ALTERNATE #1 (ADD ALT):
METAL HANDRAIL WITH
INTEGRAL LED LIGHTING -
SEE AL-111 & 2/SK-3
ALTERNATE #2 (ADD ALT):
GRANITE TREADS -
SEE 2/AL-211
ALTERNATE #2
(ADD ALT):
GRANITE TREADS
- SEE 1/AL-111
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
`
ALTERNATES #1-7: ELECTRICAL/LIGHTING, GRANITE TREADS, CONCRETE PAVERS, ASPHALT PAVERS, ALUMINUM FENCE, WOOD BENCHES, PLANTINGS
3/16" = 1'-0"1
2
SK_1
4'-9 1/2"2'-8"2'-8"2'-8"2'-8"2'-8"2'-8"6'-2 1/8"
7'-0"
8'-4 5/8"
IPE BOARDS TO FINISH ALL
EXPOSED SIDES OF THE WOODEN
BENCHES, INCLUDING AT THE TOP
BENCH IN EACH SET AND ON THE
SIDE OF STEPS FACING THE
GRANITE STEPS
IPE BOARDS TO FINISH ALL
EXPOSED SIDES OF THE WOODEN
BENCHES, INCLUDING AT THE TOP
BENCH IN EACH SET AND ON THE
SIDE OF STEPS FACING THE
GRANITE STEPS
2'-9"2'-9"DETAIL: WOOD BENCHES AT CONCRETE PLATFORMS
Scale: 1/2" = 1'-0"2
5/4x IPE FINISH AT
WOOD SEAT.
PRE-DRILL. FASTEN
W/ SS SCREWS
1'-6"CONCRETE STAIR STRINGER
2'-8"5/4x45/4x45/4x45/4x65/4x65/4x65/4x65/4x65/4x65/4x4
2X4 P .T. WOOD
FRAMING @
24" O.C., TYP.
ENLARGED DETAIL OF WOODEN BENCH CONSTRUCTION
EXTENT OF WOODEN BENCHES AT CONCRETE STAIR STRINGER
7 RISERS @ 6-1/8"
= 3'-6 7/8"
8 RISERS @ 6-1/8"
= 4'-1"
(ALTERNATE #6)
Architects
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects .com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
This drawing is not intended nor shall it be
used for construction purposes unless the
Signed professional seal of a registered
architect employed by Thomas Douglas
Architects is affixed in the space below . The
Architect shall be deemed the author of these
documents and shall retain all common law ,
statutory and other reserved rights , including
the copyright .
THOMAS DOUGLAS
Rev Date Description
Project Title
project
Northampton
Community
Arts Trust
33 Hawley
Street,
Northampton, MA
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Sheet Title
Scale:
FEB 12,2019
td/db/sl
td
19-006
AS NOTED
Project N
o
r
t
h
1 BID SET20-06-24
FINAL BID SET
2020-06-24
SK-1
ADD
ALTERNATES
Architects
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects .com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
This drawing is not intended nor shall it be
used for construction purposes unless the
Signed professional seal of a registered
architect employed by Thomas Douglas
Architects is affixed in the space below . The
Architect shall be deemed the author of these
documents and shall retain all common law ,
statutory and other reserved rights , including
the copyright .
THOMAS DOUGLAS
Rev Date Description
Project Title
project
Northampton
Community
Arts Trust
33 Hawley
Street,
Northampton, MA
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Sheet Title
Scale:
FEB 12,2019
td/db/sl
td
19-006
AS NOTED
Project N
o
r
t
h
1 BID SET20-06-24
FINAL BID SET
2020-06-24
SK-2
ADD
ALTERNATES
(ALTERNATE #5)
ADD ALT #7:
PLANTING DETAIL,
SEE 3/SK_1 3'-6"COMPACTED GRAVEL
LEVELING PAD
FLUSH VERTICAL
CONCRETE MASONRY
GRAVITY RETAINING WALL.
ENGINEERING TO BE
PROVIDED BY RETAINING
WALL VENDOR.
ADD ALT#5:
ALUMINUM GUARDRAIL WITH CABLE
RAILS, SEE DETAIL 2/SK-2
3/4" WASHED
STONE
FILTER FABRIC
COMPACTED
SOIL
FILTER FABRIC
@ BACK SIDE
METAL EDGE
PAVEMENT
FILTER FABRIC
6" DRAIN PIPE
COMPACTED
SOIL
3/4"
WASHED
STONE
ALUMINUM POSTS FACE
MOUNTED TO CONCRETE
BLOCKS WITH 1" SPACERs,
SEE DETAIL 2/SK-2
2x2 METAL ANGLE SECURED TO
FENCE POSTS
METAL POST WITH
LIGHT FIXTURES
NOTE: CONCRETE MASONRY
UNITS ARE TO BE INSTALLED
WITH A FLUSH VERTICAL FACE,
REQUIRING SAW CUTTING 1"
FROM THE KEY ON EACH BLOCK.
COURTYARD SURFACE (GRADE)
CONCRETE MASONRY GRAVITY
RETAINING WALL
SQUARE ALUMINUM
FENCE POST, TYP.
SQUARE ALUMINUM FENCE
POST, FACE MOUNTED TO
CONCRETE BLOCKS WITH
STAINLESS STEEL
FASTENERS & 1" SPACER
METAL COLUMN, SECURED
TO CONCRETE BLOCKS WITH
STAINLESS STEEL
FASTENERS & 1" SPACERS
STEEL CABLE RAILS, TYP.
COLUMN MOUNTED SCONCE
(EVERY OTHER COLUMN)
ALUMINUM RAILING CAP, TYP .3'-6" MIN.STEEL CABLE RAILS, TYP.
ALUMINUM RAILING CAP, TYP.
4'x1/8" GALVANIZED STEEL
PLATE FASTENED TO TOP OF
CONCRETE BLOCK WALL, TYP.
49" LONG SQUARE
ALUMINUM FENCE POST,
FACE MOUNTED TO
CONCRETE BLOCKS WITH
STAINLESS STEEL
FASTENERS & 1" SPACERS
EXISTING CONCRETE
RETAINING WALL
DETAIL: ALUMINUM FENCE WITH CABLE RAILS
Scale: 1/2" = 1'-0"2 3'-6" ALUMINUM FENCE POST,
SURFACE MOUNTED ON
EXISTING CONCRETE WALL
1" SPACERS, BY FENCE
MANUFACTURER 4'-2 1/2"3'-6" MIN.1
SK-2
4a
SK-2
ELEVATION SECTION 4a SECTION 4b
COLUMN CAP
GRADE
MATCH HEIGHT OF ADJACENT
RAILING, FACE MOUNTED ON
CONCRETE MASONRY
GRAVITY RETAINING WALL
APPROX. 3'-11 1/2"GEOTEXTILE/FILTER FABRIC BARRIER
FOR SAND SETTING BED
ADD ALT #3: CONCRETE PAVER
FILL JOINTS WITH POLYMERIC SAND
1-1/2" SAND SETTING BED
AGGREGATE BASE
METAL EDGE RESTRAINT, SECURED IN
PLACE WITH METAL SPIKES
DETAIL: SECTION THROUGH PAVERS AT COURTYARD & PLANTINGS AT PLANTING STRIPS & ALUMINUM FENCE
Scale: 1-1/2" = 1'-0"1
ADD ALT #7:
PLANTING DETAIL,
SEE 3/SK_1
(ALTERNATE #7)(ALTERNATE #3)
ALTERNATE #5 (ADD ALT)
4" PERFORATED DRAIN TILE
WRAPPED IN FILTER FABRIC
6" DRAIN PIPE
N.I.C.N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.
ALTERNATES:
ALTERNATE #1 (ADD ALT):
ELECTRICAL & LIGHTING
ALTERNATE #2 (ADD ALT):
SINGLE PIECE GRANITE
TREADS
ALTERNATE #3 (ADD ALT):
HEXAGONAL CONCRETE
PAVERS AT COURTYARD
ALTERNATE #4 (ADD ALT):
ASPHALT PAVERS AT BASE OF
FRONT ENTRY RAMP
ALTERNATE #5 (ADD ALT):
ALUMINUM GUARD RAILS AT
COURTYARD PERIMETER
ALTERNATE #6 (ADD ALT):
NEW WOOD BENCHES ON
UNFINISHED CONCRETE STAIR
SUBSTRATE
ALTERNATE #7 (ADD ALT):
ADDITIONAL PLANTINGS IN
GREEN STRIPS AND SPACES
N.I.C.
N.I.C.
N.I.C.
N.I.C.
Architects
196 Pleasant Street, Suite 202
Northampton,
MA 01060
413-585-0641
http://www.tdouglasarchitects .com
REGISTERED ARCHITECT,
COMMONWEALTH OF
MASSACHUSETTS
This drawing is not intended nor shall it be
used for construction purposes unless the
Signed professional seal of a registered
architect employed by Thomas Douglas
Architects is affixed in the space below . The
Architect shall be deemed the author of these
documents and shall retain all common law ,
statutory and other reserved rights , including
the copyright .
THOMAS DOUGLAS
Rev Date Description
Project Title
project
Northampton
Community
Arts Trust
33 Hawley
Street,
Northampton, MA
Issue Date:
Drawn By:
Checked By:
Project ID:
Drawing No.
Sheet Title
Scale:
FEB 12,2019
td/db/sl
td
19-006
AS NOTED
Project N
o
r
t
h
1 BID SET20-06-24
FINAL BID SET
2020-06-24
SK-3
PLANTING &
ELEC./LIGHTING
ADD ALTS
PLANTING PLAN - ALTERNATE #7
1/8" = 1'-0"1
DN
STEP IN EXTERIOR METAL PANEL 1'-0"NCTV
1719101112131415168234567 18UPDN
DN
DNUP
2'-0"2'-0"3'-0"
94.35
100
up 3"
99.2
97.5
96.5
95.5
91.84
95
96.0
97
98.5
99
99.5
94.5
95.5
97.5
94.9
T.W. 100.5
T.W. 100
99
99.5
99.5
94
96
94.3
94.5
94.43
94.43
94.8
93.5
94.6
91.7
94.1 94.2 94.3 94.4 94.5
94.7
94.794.6
93.85
93.35
92.85
92
2%
95.92
96.5
91.6
94 93
94
93.5
93
92.7
94.5
92.7
91.9 91.8 91.7
94
94.9
99.5
92
99
93.5
93
94
93.5 93
95.5
95
95
94.85 94.794.6
94.4
94.85
94.5
95
95.5
96.5 97.597
99.3
99.3
97.5
97
98
98
96.095.797.098.399.799.793.25
93.2593.1 93.1
93.1
99 .0
93
92.5
92
2%
92.05
92.12
92.1
up 3"
SEE CIVIL DRAWINGS FOR RAIN
GARDEN GRADING & DESIGN
PLANTING SCHEDULE - ADD ALTERNATES
A GROUND COVER (TBD)
B ORNAMENTAL GRASS
C
D
E
F
G
H
J
K
L
M
N
STEP IN EXTERIOR METAL PANEL
NCTV 1234567POTTED
PLANT
POTTED
PLANT UP2'-0"2'-0"3'-0"TBM - CHISELED SQUARE IN CONC - 97.16' (ASSUMED)99.1299.74100.1699.1599.1299.74100.16ELECTRICAL & LIGHTING PLAN - ALTERNATE #7
Scale: 3/16" = 1'-0"2
S1
H1
STRING
S1
S1
H1
H1
STRING
STRINGSTRINGSTRINGSTRINGE
E
31'-9"28'-7"
32'-1 1/2"
E
E
80'-0"EXISTING ELECTRICAL TO LIGHT POST BASE TO
BE RELOCATED BELOW NEW GRADE. EXISTING
CONCRETE BASE TO REMAIN IN PLACE.
LED, EDISON STYLE STRING
LIGHTS ON 3/8" DIA. STEEL
CABLE - SEE SECTION FOR
DETAIL CALLOUT
POST-MOUNTED SCONCE
HANDRAIL WITH INTEGRAL
LIGHTING
LIGHTING LEGEND
S1
H1
STRING
ELECTRICAL BOXE
(ALTERNATE #1)
NOTE: GRANITE TREADS MUST
BE INSTALLED BEFORE H1
HANDRAILS WITH INTEGRAL
LIGHTING CAN BE INSTALLED.
N.I.C.
ALTERNATES:
ALTERNATE #1 (ADD ALT):
ELECTRICAL & LIGHTING
ALTERNATE #2 (ADD ALT):
SINGLE PIECE GRANITE TREADS
ALTERNATE #3 (ADD ALT):
HEXAGONAL CONCRETE PAVERS
AT COURTYARD
ALTERNATE #4 (ADD ALT):
ASPHALT PAVERS AT BASE OF
FRONT ENTRY RAMP
ALTERNATE #5 (ADD ALT):
ALUMINUM GUARD RAILS AT
COURTYARD PERIMETER
ALTERNATE #6 (ADD ALT): NEW
WOOD BENCHES ON UNFINISHED
CONCRETE STAIR SUBSTRATE
ALTERNATE #7 (ADD ALT):
ADDITIONAL PLANTINGS IN GREEN
STRIPS AND SPACES
N.I.C.
N.I.C.
N.I.C.
N.I.C.
(ALTERNATE #7)
TO BE REVISED
N.I.C.
N.I.C.
N.I.C.
N.I.C.
N.I.C.