31B-230 15-024_64GothicStreetRamp.HANDICAP RAMP AND WALKWAY
NORTHAMPTON, MASSACHUSETTS 01060
64 GOTHIC STREET
REPLACEMENT
INDEX TO DRAWINGS
TITLE SHEET
DEMOLITION SITE PLAN AND SITE PLAN
GENERAL NOTES
ENLARGED SITE PLAN
GI001
C101
C102
THE GENERAL CONTRACTOR WILL PROVIDE BARRICADES AND CLEAN-UP SERVICE TO THE WORK AREA.
THE GENERAL CONTRACTOR WILL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR WILL COORDINATE WORK ACCORDINGLY
WITH ALL SUBCONTRACTORS AND THE OWNER.
THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE AND THOROUGH CLEAN-UP AT THE END OF THE JOB, AND FOR DAILY REMOVAL OF CONSTRUCTION DEBRIS AND CLEAN-UP.
IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY AND EXECUTE ALL WORK IN ACCORDANCE WITH THE MASSACHUSETTS BUILDING CODE, 8TH EDITION, WITH ALL OF ITS REFERENCED
PUBLICATIONS AND ALL OTHER APPLICABLE STATE, FEDERAL, AND LOCAL CODES AND REGULATIONS.
THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS APPLICABLE TO THE SCOPE OF WORK, AS REQUIRED BY THE
OWNER, AND AS REQUIRED FOR REGULATORY COMPLIANCE.
THE GENERAL CONTRACTOR WILL PROVIDE THE OWNER WITH INSURANCE CERTIFICATES FOR THE REQUIRED INSURANCES PRIOR TO STARTING THE WORK.
THE GENERAL CONTRACTOR WILL FILE FOR AND SECURE ALL APPROVALS, PERMITS, AND CERTIFICATES OF COMPLIANCE AS REQUIRED.
CONSTRUCTION CLASSIFICATION
OCCUPANCY CLASSIFICATION
APPLICABLE CODES & STANDARDS
BUILDING CODES AND STANDARDS
1. MASSACHUSETTS STATE BUILDING CODE (780 CMR), 8TH
EDITION
2. MASSACHUSETTS ARCHITECTURAL ACCESS BOARD
REGULATORS (521 CMR)
ALTERNATES
N/A
N/A
EXTERIOR ELEVATIONS AND DETAILSA201
FOUNDATION PLANC103
1.
2.
3.
4.
5.
6.
7.
8.
THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL WORK THAT IS SHOWN ON THE CONTRACT DRAWINGS THAT IS NOT SPECIFICALLY IDENTIFIED TO BE THAT OF A SUB-CONTRACTOR, INCLUDING ALL
WORK THAT IS DESCRIBED BY THE CONTRACT DOCUMENTS THAT IS NOT IDENTIFIED AS BEING ANY SPECIFIC CONTRACTOR'S RESPONSIBILITY. THE SCOPES OF WORK OF THE INDIVIDUAL FIELD
SUB-CONTRACTORS ARE IDENTIFIED IN THEIR RESPECTIVE SPECIFICATION SECTIONS.
DETAILSA202
DETAILSA203
TITLE SHEET
GI001
BW
SEAL:
MARK DATE ISSUE
-08/26/2015 PRICING SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
15-024
REK
REK
08/26/2015
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
Handicap Ramp and Walkway
Replacement
64 Gothic Street
Northampton, MA 01060
PROJECT:
91
90
UP
91
92
93
90 9091
8989
88 88
94
90
91
92
93
94
95
94 95
96 97 97
96
UP
EXISTING CONSTRUCTION
LEGEND
PROJECT AREA
KEY PLAN
SCALE: NOT TO SCALE
20
A101
DEMOLITION
90
91
92
93
94
95
96
91
92
93
94
95
96
SLOPEUP 1:12LANDING
LANDING
23" SLOPE UP < 1:20LANDING
r )9
r)9FLAT LANDING75'-334"+/- (F.V.)1
A201
1
A201
19
A201
SIM.
(LESS
C
U
R
B
)
5
A201
5
A
2
0
1
5
A201SIM.4'-4"17'-1114r
F.V.
19
A201
LOAM AND
SEED (TYP.)
EXISTING SIDEWALK TO REMAIN
5'-0"
6"4'-0"
CLEAR
90
89
88
0" (F.V.)
EXISTING TREE TO REMAIN;
PROTECT DURING CONSTRUCTION
EXISTING LIGHTING POLE TO REMAIN;
PROTECT DURING CONSTRUCTION 23"
REMOVE EXISTING LOW WALLS,
CONCRETE FOUNDATIONS AND
RAILINGS
18
A202
6'-014"FLAT13
A201
EXISTING PUBLIC
CONCRETE SIDEWALK
EXISTING PUBLIC CONCRETE CURB
REMOVE EXISTING SIDEWALK
CATCH BASIN TO BE MODIFIED AS
REQUIRED
REMOVE EXISTING LOW WALLS, CONCRETE
FOUNDATIONS AND RAILINGS (TYP.)
EXISTING TREE TO REMAIN;
PROTECT DURING CONSTRUCTION
EXISTING FENCE TO REMAIN;
PROTECT DURING CONSTRUCTION
REMOVE EXISTING WOOD
CONSTRUCTION BETWEEN LOW
WALLS AND FENCE
SAW CUT AND REMOVE PORTION OF
EXISTING CONCRETE WALL
EXISTING PUBLIC CONCRETE
SIDEWALK - PROTECT FROM
DAMAGE DURING PROJECT
EXISTING PUBLIC CONCRETE CURB
EXISTING PUBLIC
ASPHALT ROAD
EXISTING PUBLIC
ASPHALT ROAD
SAW CUT AND REMOVE PORTION OF
EXISTING CONCRETE WALL
EXISTING CONCRETE WALL
TO REMAIN
EXISTING PUBLIC CONCRETE
SIDEWALK TO REMAIN
312r
F.V.
TRANSFORMER
EXISTING TRANSFORMER TO REMAIN;
PROTECT DURING CONSTRUCTION
19
A201
8
A201
8
A201
EXISTING BUILDING
GROUND FLOOR EL. = 87.25' (REFERENCE)
EXISTING BUILDING
GROUND FLOOR EL. = 87.25' (REFERENCE)
NEW SIDEWALK - SEE DETAILS
17/A201 AND 18/A201
REMOVEPORTIONS OF EXISTING
SIDEWALK
10'-3"5'-0"
FLAT
13'-3"
SLOPE UP 1:12
EXTEND EXISTING CURB AS REQUIRED
5'-0"
NEW SIDEWALK - SEE DETAILS 17/A201
AND 18/A201
RE-STRIPE AN REPAINT SYMBOLS FOR
REARRANGED HANDICAP DESIGNATED
PARKING SPACES
6'-0"
SLOPE
UP 1:12 SLOPE
UP 1:12
29"
LANDING
5'-0"6'-0"
6'-112"4'-0"CLEAR4'-0"CLEAR18
A202
6'-11
2"
9"
EXISTING
PLANTINGS
SLOPE
DN 1:12
SLOPE
DN 1:10
SLOPE
DN 1:10
4'-0"4'-0"5'-0"FLAT70'-334"SLOPE <1:201
A203
3
A202
0"1
A202
3'-4"3'-4"CURB RAMP WITH DETECTABLE
WARNINGS - SEE DETAILS 4/A202
EXISTING SIDEWALK TO REMAIN
BENCHMARK
GRADE AT CORNER
16
A202
1.THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB
SITE PRIOR TO PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR WILL
COORDINATE WORK ACCORDINGLY WITH ALL SUBCONTRACTORS AND THE OWNER.
GENERAL SITE UTILITIES NOTES
2.THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL SITE UTILITIES IN THE
PROJECT AREA AND SHALL COORDINATE WITH DIG - SAFE AND LOCAL AUTHORITIES AND
UTILITIES AS APPLICABLE.
3.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE AND THOROUGH CLEAN - UP
AT THE END OF THE JOB, AND FOR DAILY REMOVAL OF CONSTRUCTION DEBRIS AND CLEAN-UP.
THE PROJECT AREA SHALL BE KEPT IN A SAFE AND ORDERLY FASHION THROUGHOUT THE
PROJECT.
4.THE GENERAL CONTRACTOR WILL PERFORM ALL DEMOLITION AND EXCAVATION RELATED TO
THE INSTALLATION OF THE SITE UTILITIES SHOWN AS REQUIRED, EVEN THOUGH THESE
DEMOLITION AND EXCAVATION ISSUES MAY NOT BE SPECIFICALLY IDENTIFIED ON THE
DRAWINGS.
6.IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY AND EXECUTE ALL
WORK IN ACCORDANCE WITH THE MASSACHUSETTS BUILDING CODE AND ALL OTHER
APPLICABLE STATE AND LOCAL CODES AND REGULATIONS.
7.THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND
SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS NECESSARY FOR THE COMPLETION
OF THE WORK.
8.THE GENERAL CONTRACTOR WILL PROVIDE THE OWNER WITH INSURANCE CERTIFICATES FOR
THE REQUIRED INSURANCE PRIOR TO STARTING THE WORK.
9.THE GENERAL CONTRACTOR WILL FILE FOR AND SECURE ALL APPROVALS, PERMITS AND
CERTIFICATES OF COMPLIANCE AS REQUIRED.
5.THE GENERAL CONTRACTOR SHALL PERFORM ALL DEMOLITION RELATED TO THE REMOVAL OR
AREAS OF PAVING AS SHOWN ON THE DRAWING IN COORDINATION WITH THE NEW FINISH
GRADING AND PAVING AS INDICATED ON THE DRAWINGS.
1.ALL CAST IN - PLACE SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301, ACI 318 AND ACI
SP-66 (LATEST EDITIONS), UNLESS SPECIFICALLY NOTED OTHERWISE.
CONCRETE SITE NOTES
3.CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150, TYPE 1. OR TYPE 11
MIXING OF BRANDS OR TYPES OF CEMENT WILL NOT BE PERMITTED.
4.WATER SHALL BE POTABLE, FREE FROM DELETERIOUS AMOUNTS OF OIL, ACID, ALKALI, SALTS
AND ORGANIC MATTER, AND SHALL BE SUITABLE FOR USE IN MIXING CONCRETE.
5.CONCRETE EXPOSED TO THE WEATHER SHALL HAVE AIR ENTRAINING AGENTS ADDED.
ADMIXTURES FOR CONCRETE TO BE AIR ENTRAINED SHALL CONFORM TO SPECIFICATIONS.
6.CALCIUM CHLORIDE WILL NOT BE ALLOWED.
7.
8.
CONCRETE USED IN THIS WORK SHALL HAVE SLUMP BETWEEN TWO (2) AND FOUR (4) INCHES AS
NOTED IN SPECIFICATIONS.
9.
ALUMINUM CHUTES, PIPES OR EMBEDDED ITEMS SHALL NOT BE USED.
10.
CONCRETE POURED IN FREEZING OR NEAR FREEZING WEATHER SHALL BE PROTECTED FROM
THE WEATHER AND KEPT CONTINUOUSLY WARM (40 DEGREES F) FOR A PERIOD OF SEVEN
DAYS.
CURING SHALL BE PERFORMED BY MOIST CURING METHODS. MEMBRANE CURING COMPOUNDS
MAY BE USED SUBJECT TO THE APPROVAL OF THE ARCHITECT.
2.WELDED WIRE FABRIC AND REBAR AT ALL EXTERIOR CONCRETE SHALL BE EPOXY - COATED.
64
GOTHIC STREET1'-112"5'-0"
FLAT 9'-9"NEW CONCRETE SIDEWALK/ RAMP CONSTRUCTION
175
FENCE
CONTOUR
CATCH BASIN
LIGHT POLE (CONCRETE BASE)
TREE AND HEDGE
HANDICAP ACCESSIBLE AISLE
DOWEL NEW TO EXISTING;
PROVIDE WATER STOP AT
JOINT AND SEAL JOINT WITH
HYDRAULIC CEMENT
4'-0"
5'-11
2"5'-0" CLEAR1'-0"8'-818"MODIFY AND REBUILD YARD
BASIN AND PIPING SYSTEM AS
REQUIRED
DOWEL NEW TO EXISTING;
PROVIDE WATER STOP AT
JOINT AND SEAL JOINT WITH
HYDRAULIC CEMENT
11'-4" +/-12'-0"6'-0"12'-6" +
DEMOLITION SITE PLAN AND
SITE PLAN
C101
BW/GS
SEAL:
MARK DATE ISSUE
-08/26/2015 PRICING SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
15-024
REK
REK
08/26/2015
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
Handicap Ramp and Walkway
Replacement
64 Gothic Street
Northampton, MA 01060
PROJECT:
PLAN
NORTH
SITE PLAN
SCALE: 1/8" = 1'-0"
PLAN
NORTH
DEMOLITION SITE PLAN
SCALE: 1/8" = 1'-0"
91
90
91
92
93
94
95
SLOPEUP 1:12LANDING
LANDING
23" SLOPE UP < 1:20LANDING
r )9
r)9FLAT LANDING75'-334"+/- (F.V.)1
A201
19
A201
SIM.
(LESS
C
U
R
B
)
A
2
0
1
5
A201SIM.4'-4"19
A201
EXISTING SIDEWALK TO REMAIN
5'-0"
6"
4'-0"
CLEAR
90
89
88
0" (F.V.)
23"
18
A202
6'-014"FLAT13
A201
EXISTING PUBLIC
CONCRETE SIDEWALK
EXISTING PUBLIC CONCRETE CURB
EXISTING PUBLIC
ASPHALT ROAD
19
A201
8
A201
8
A201
EXISTING BUILDING
GROUND FLOOR EL. = 87.25' (REFERENCE)
NEW SIDEWALK - SEE DETAILS
17/A201 AND 18/A201
10'-3"5'-0"
FLAT
13'-3"
SLOPE UP 1:12
5'-0"
NEW SIDEWALK - SEE DETAILS 17/A201
AND 18/A201
6'-0"
SLOPE
UP 1:12
SLOPE
UP 1:12
29"
LANDING
5'-0"6'-0"
6'-11
2"4'-0"CLEAR4'-0"CLEAR18
A202
6'-11
2"
9"
EXISTING
PLANTINGS
SLOPE
DN 1:12
SLOPE
DN 1:10
SLOPE
DN 1:10
4'-0"4'-0"5'-0"FLAT70'-334"SLOPE <1:201
A203
3
A202
0"
1
A202
3'-4"3'-4"CURB RAMP WITH DETECTABLE
WARNINGS - SEE DETAILS 4/A202
BENCHMARK
GRADE AT CORNER
16
A202
1'-112"5'-0"
FLAT 9'-9"DOWEL NEW TO EXISTING;
PROVIDE WATER STOP AT
JOINT AND SEAL JOINT WITH
HYDRAULIC CEMENT
4'-0"
5'-11
2"5'-0" CLEAR1'-0"8'-818"MODIFY AND REBUILD YARD
BASIN AND PIPING SYSTEM AS
REQUIRED
DOWEL NEW TO EXISTING;
PROVIDE WATER STOP AT
JOINT AND SEAL JOINT WITH
HYDRAULIC CEMENT
UP
91
92
93
90 9091
8989
88 88
94
90
91
92
93
94
95
94 95
96 97 97
96
UP
EXISTING CONSTRUCTION
LEGEND
PROJECT AREA
KEY PLAN
SCALE: NOT TO SCALE
20
A101
DEMOLITION
1.THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB
SITE PRIOR TO PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR WILL
COORDINATE WORK ACCORDINGLY WITH ALL SUBCONTRACTORS AND THE OWNER.
GENERAL SITE UTILITIES NOTES
2.THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL SITE UTILITIES IN THE
PROJECT AREA AND SHALL COORDINATE WITH DIG - SAFE AND LOCAL AUTHORITIES AND
UTILITIES AS APPLICABLE.
3.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE AND THOROUGH CLEAN - UP
AT THE END OF THE JOB, AND FOR DAILY REMOVAL OF CONSTRUCTION DEBRIS AND CLEAN-UP.
THE PROJECT AREA SHALL BE KEPT IN A SAFE AND ORDERLY FASHION THROUGHOUT THE
PROJECT.
4.THE GENERAL CONTRACTOR WILL PERFORM ALL DEMOLITION AND EXCAVATION RELATED TO
THE INSTALLATION OF THE SITE UTILITIES SHOWN AS REQUIRED, EVEN THOUGH THESE
DEMOLITION AND EXCAVATION ISSUES MAY NOT BE SPECIFICALLY IDENTIFIED ON THE
DRAWINGS.
6.IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY AND EXECUTE ALL
WORK IN ACCORDANCE WITH THE MASSACHUSETTS BUILDING CODE AND ALL OTHER
APPLICABLE STATE AND LOCAL CODES AND REGULATIONS.
7.THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND
SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS NECESSARY FOR THE COMPLETION
OF THE WORK.
8.THE GENERAL CONTRACTOR WILL PROVIDE THE OWNER WITH INSURANCE CERTIFICATES FOR
THE REQUIRED INSURANCE PRIOR TO STARTING THE WORK.
9.THE GENERAL CONTRACTOR WILL FILE FOR AND SECURE ALL APPROVALS, PERMITS AND
CERTIFICATES OF COMPLIANCE AS REQUIRED.
5.THE GENERAL CONTRACTOR SHALL PERFORM ALL DEMOLITION RELATED TO THE REMOVAL OR
AREAS OF PAVING AS SHOWN ON THE DRAWING IN COORDINATION WITH THE NEW FINISH
GRADING AND PAVING AS INDICATED ON THE DRAWINGS.
1.ALL CAST IN - PLACE SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301, ACI 318 AND ACI
SP-66 (LATEST EDITIONS), UNLESS SPECIFICALLY NOTED OTHERWISE.
CONCRETE SITE NOTES
3.CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150, TYPE 1. OR TYPE 11
MIXING OF BRANDS OR TYPES OF CEMENT WILL NOT BE PERMITTED.
4.WATER SHALL BE POTABLE, FREE FROM DELETERIOUS AMOUNTS OF OIL, ACID, ALKALI, SALTS
AND ORGANIC MATTER, AND SHALL BE SUITABLE FOR USE IN MIXING CONCRETE.
5.CONCRETE EXPOSED TO THE WEATHER SHALL HAVE AIR ENTRAINING AGENTS ADDED.
ADMIXTURES FOR CONCRETE TO BE AIR ENTRAINED SHALL CONFORM TO SPECIFICATIONS.
6.CALCIUM CHLORIDE WILL NOT BE ALLOWED.
7.
8.
CONCRETE USED IN THIS WORK SHALL HAVE SLUMP BETWEEN TWO (2) AND FOUR (4) INCHES AS
NOTED IN SPECIFICATIONS.
9.
ALUMINUM CHUTES, PIPES OR EMBEDDED ITEMS SHALL NOT BE USED.
10.
CONCRETE POURED IN FREEZING OR NEAR FREEZING WEATHER SHALL BE PROTECTED FROM
THE WEATHER AND KEPT CONTINUOUSLY WARM (40 DEGREES F) FOR A PERIOD OF SEVEN
DAYS.
CURING SHALL BE PERFORMED BY MOIST CURING METHODS. MEMBRANE CURING COMPOUNDS
MAY BE USED SUBJECT TO THE APPROVAL OF THE ARCHITECT.
2.WELDED WIRE FABRIC AND REBAR AT ALL EXTERIOR CONCRETE SHALL BE EPOXY - COATED.
64
GOTHIC STREET
NEW CONCRETE SIDEWALK/ RAMP CONSTRUCTION
175
FENCE
CONTOUR
CATCH BASIN
LIGHT POLE (CONCRETE BASE)
TREE AND HEDGE
HANDICAP ACCESSIBLE AISLE
ENLARGED SITE PLAN
C102
BW/GS
SEAL:
MARK DATE ISSUE
-08/26/2015 PRICING SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
15-024
REK
REK
08/26/2015
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
Handicap Ramp and Walkway
Replacement
64 Gothic Street
Northampton, MA 01060
PROJECT:
PLAN
NORTH
ENLARGED SITE PLAN
SCALE: 1/4" = 1'-0"
91
90
91
92
93
94
95
90
89
88
STORM FREQUENCY
STORM DATA
ONE HOUR PEAK RAINFALL
LENGTH OF CHAMBER
CHAMBER DIMENSIONS
WIDTH OF CHAMBER
HEIGHT OF CHAMBER
CHAMBER STORAGE CAPACITY
LENGTH OF STONE
STONE FILL DIMENSIONS
WIDTH OF STONE
HEIGHT OF STONE
VOID RATIO
STONE STORAGE CAPACITY
TOTAL STORAGE CAPACITY
INFILTRATION RATE OF SOIL
SOIL PERMEABILITY
DESIGN FLOW RATE FROM CHAMBER = 0.1 CFS = 2700 GALS / HR
AS SHOWN ON ATTACHED SHEETS
RATIONAL METHOD OF ANALYSIS OF STORM FLOW
B.O. FOOTING
EL. = -48"
B.O. FOOTING
EL. = -25"
B.O. FOOTING
EL. = -25"
B.O. FOOTING
EL. = 16"
SLOPE TO MAINTAIN B.O.
FOOTING 48" BELOW
ADJACENT GRADE
SLOPEDN 1:12LANDING
23" SLOPE UP < 1:20LANDING
r )9
1
A201
19
A201
SIM.
(LESS
C
U
R
B
)
A
2
0
1
5
A201SIM.
19
A201
0" (F.V.)
LANDING
23"
18
A202
13
A201
EXISTING PUBLIC
CONCRETE SIDEWALK
EXISTING PUBLIC CONCRETE CURB
EXISTING PUBLIC
ASPHALT ROAD
19
A201
8
A201
8
A201
EXISTING BUILDING
GROUND FLOOR EL. = 87.25' (REFERENCE)
NEW SIDEWALK - SEE DETAILS
17/A201 AND 18/A201
SLOPE DN 1:12
SLOPE DN 1:12 SLOPE UP 1:12
LANDING
29"18
A202
1
A203
3
A202
0"
1
A202
BENCHMARK
GRADE AT CORNER
16
A202
LANDING
9"
FOUNDATION PLAN
C103
BW
SEAL:
MARK DATE ISSUE
-08/26/2015 PRICING SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
15-024
REK
REK
08/26/2015
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
Handicap Ramp and Walkway
Replacement
64 Gothic Street
Northampton, MA 01060
PROJECT:
PLAN
NORTH
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
WALKWAY SECTION
SCALE: 1-1/2" = 1'-0"
19
C101
GRADE
EL. = VARIES
DETAIL
SCALE: 1-1/2" = 1'-0"
5
C101
SIDEWALK
EL. = SEE SITE PLAN
TYPICAL JOINT DETAIL
SCALE: 1-1/2" = 1'-0"
16
C101
SECTION THRU CONCRETE WALK
SCALE: 1-1/2" = 1'-0"
17
C101
EXISTING SIDEWALK JOINT DETAIL
SCALE: 1-1/2" = 1'-0"
13
C101
GALVANIZED PIPE SLEEVE CAST INTO
CONCRETE 6"4'-0"
CLEAR
6"6"
6" THICK, 4000 PSI CONC. WITH 6x6 -
10/10 WWM REINF.
12" COMPACTED GRAVEL ON SUITABLE
COMPACT GRADE
LOAM AND SEED (TYP.)3'-6"CONT #5 BARS (TOP AND BOTTOM)
8"8"1'-4"8"
2'-0"6"10"4"4"
(2) #5 BARS CONTINUOUS
8"5'-0"8"8"
2'-0"1'-8"
#4 BARS @16" O.C.
CONT #5 BARS (TOP AND BOTTOM)
8"8"6"(2) #5 BARS CONTINUOUS
8"8"
2'-0"
#4 BARS @16" O.C.
EXISTING SIDEWALK
TO REMAIN
ALIGN
TYPICAL CONSTRUCTION JOINT (CONST. J.)
A) LOCATION OF EXPANSION JOINT TO BE 20'-0"o.c. MAX. MAX.
AREA UNINTERRUPTED BY EXP. JOINT SHALL BE LIMITED TO 144
SQ.FT.
B) STOP REINFORCING 2" BEFORE JOINT
C) PROVIDE TOOLED EDGES
D) SET PREMOLDED JOINT FILLER 1/4" BELOW WALKING
SURFACE
E) PROVIDE 1/2" DIAMETER x 1'-6" SMOOTH GREASED DOWELS
@12"o.c. ACROSS JOINT
5"8"COMPACTED SUBBASE
MATERIALS
TYPICAL CONTROL JOINT (C.J.)
A) CONTROL JOINTS IN SIDEWALK TO BE
5'-0" O.C. OR AS NOTED ON PLAN
B) RUN REINFORCING THRU JOINT
C) PROVIDE TOOLED EDGES
4000psi CONCRETE
W/6x6-10/10 WWF
14"34"9"9"
1
2"
CONSTR. J.C.J.
10"
6"
SEE FLOOR PLAN
COMPACTED BASE (95%
COMPACTION)
EXISTING WALL TO REMAIN
8"8"6"5"1"PITCH 2% MAX
4000psi CONCRETE
W/6x6-10/10 WWF
#5 BARS @16" O.C.
#5 BARS @16" O.C.
CONSTRUCTION JOINT -
9"9"
12"
DRILL AND DOWEL TO
EXISTING SIDEWALK -
SEE DETAIL 16/A201
5"8"COMPACTED SUBBASE
MATERIALS
4000psi CONCRETE
W/6x6-10/10 WWF
14"34"9"9"
1
2"
CONSTR. J.C.J.
EXISTING SIDEWALK
DRILL FOR NEW
DOWEL (1/2" x 1'-6")
3" MIN.
(TYP.)
3" MIN.
(TYP.)
3" MIN.
(TYP.)
3" MIN.
(TYP.)
3" MIN.
(TYP.)
3" MIN.
(TYP.)
LINE OF EXISTING SUBSOIL
T.O. TOP LANDING
EL. = SEE FLOOR PLAN
T.O. BOTTOM LANDING
EL. = SEE FLOOR PLAN
19
A201
WALKWAY SECTION LOOKING SOUTH
SCALE: 1/4" = 1'-0"
1
C101
5
A201
16
A201
16
A201
RAMP SECTION LOOKING NORTH
SCALE: 1/4" = 1'-0"
8
C101
LANDING
EL. = SEE FLOOR PLAN
19
A201
18
A202
TOP LANDING
EL. = SEE FLOOR PLAN
EXISTING WALKWAY TO REMAINEXISTING
ROAD
3'-6"GUARD RAILALIGN
3'-6"6"
1'-0"1'-7"2'-10"3'-6"1'-7"2'-10"EXISTING WALL TO REMAIN
NEW SIDEWALK - SEE
DETAIL 18/A201
SIM.5"FLAT LANDING
EXISTING PUBLIC
SIDEWALK TO REMAIN SLOPE < 1:20 NEW FLAT LANDING
35'-0"
5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"
WALKWAY BEYOND
4'-0"
17'-012"
4'-0"4'-0"4'-012"1'-3"17
A201
16
A201
CONCRETE SIDEWALK (PLAN)
SCALE: 1/2" = 1'-0"
18
C101
5'-0"
MAX.
TYPICAL CONSTRUCTION
JOINT
TOOLED EDGES
1'-0"BROOM FINISH
TOOLED JOINTS
1/4" DEEP
CONCRETE SIDEWALK - SEE
SITE PLAN
TYPICAL CONTROL
JOINT 1'-0"2'-4"
1/2"x5" PREFORM EXP.
JOINT
5'-0"EXISTING WALL
TO REMAIN
T.O. TOP LANDING
EL. = SEE FLOOR PLAN
T.O. BOTTOM LANDING
EL. = SEE FLOOR PLAN
19
A201
WALKWAY SECTION LOOKING SOUTH
SCALE: 1/4" = 1'-0"
1
C101
5
A201
16
A201
16
A201
RAMP SECTION LOOKING NORTH
SCALE: 1/4" = 1'-0"
8
C101
LANDING
EL. = SEE FLOOR PLAN
19
A201
18
A202
TOP LANDING
EL. = SEE FLOOR PLAN
EXISTING WALKWAY TO REMAINEXISTING
ROAD
3'-6"GUARD RAILALIGN
3'-6"6"
1'-0"1'-7"2'-10"3'-6"1'-7"2'-10"EXISTING WALL TO REMAIN
NEW SIDEWALK - SEE
DETAIL 18/A201
SIM.5"FLAT LANDING
EXISTING PUBLIC
SIDEWALK TO REMAIN SLOPE < 1:20 NEW FLAT LANDING
35'-0"
5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"5'-0"
WALKWAY BEYOND
4'-0"
17'-012"
4'-0"4'-0"4'-012"1'-3"17
A201
16
A201
CONCRETE SIDEWALK (PLAN)
SCALE: 1/2" = 1'-0"
18
C101
5'-0"
MAX.
TYPICAL CONSTRUCTION
JOINT
TOOLED EDGES
1'-0"BROOM FINISH
TOOLED JOINTS
1/4" DEEP
CONCRETE SIDEWALK - SEE
SITE PLAN
TYPICAL CONTROL
JOINT 1'-0"2'-4"
1/2"x5" PREFORM EXP.
JOINT
5'-0"EXISTING WALL
TO REMAIN
EXTERIOR ELEVATIONS
AND DETAILS
A201
BW / GS
SEAL:
MARK DATE ISSUE
-08/26/2015 PRICING SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
15-024
REK
REK
08/26/2015
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
Handicap Ramp and Walkway
Replacement
64 Gothic Street
Northampton, MA 01060
PROJECT:
RAMP SECTION
SCALE: 1-1/2" = 1'-0"
18
C101
WALKWAY SECTION
SCALE: 1-1/2" = 1'-0"
1
C101
GRADE
EL. = SEE SITE PLAN
SONATUBE GUARD RAIL DETAIL
SCALE: 1-1/2" = 1'-0"
3
C101
3/4" SQUARE STEEL WELDED BALUSTERS
@ 4"O.C. (TYPICAL) - PAINT
4"MAX.
1 1/2" DIA. WELDED STEEL HANDRAILS
(PAINT) & 1 1/2" DIA. VERT. POSTS @ 5'-0"
O.C. (MAX) - ENSURE SMOOTH
TRANSITIONS AND ROUNDED CORNERS
2'-10"UPPER HANDRAIL3'-6"GUARDRAIL1 1/2" DIA. WELDED STEEL HANDRAILS
(PAINT) & 1 1/2" DIA. VERT. POSTS @ 4'-0"
O.C. (U.N.O.) - ENSURE SMOOTH
TRANSITIONS AND ROUNDED CORNERS
112"112"
GALVANIZED PIPE SLEEVE CAST INTO
CONCRETE
3"
TYP.
6"4'-0"
CLEAR
1'-7"LOWER HANDRAIL6"6"
6" THICK, 4000 PSI CONC. WITH 6x6 - 10/10
WWM REINF.
12" COMPACTED GRAVEL ON SUITABLE
COMPACT GRADE
LOAM AND
SEED (TYP.)4'-0" MINIMUM BELOW GRADECONT #5 BARS (TOP AND BOTTOM)
8"8"6"10"4"4"
(2) #5 BARS CONTINUOUS
8"5'-112"8"1'-4"
2'-0"1'-91
2"
#4 BARS @16" O.C.
#5 BARS @16" O.C.
8"8"
2'-8"
3" MIN.
(TYP.)
3/4" SQUARE STEEL WELDED BALUSTERS
@ 4"O.C. (TYPICAL) - PAINT
4"MAX.
1 1/2" DIA. WELDED STEEL HANDRAIL
(PAINT) & 1 1/2" DIA. VERT. POSTS @ 5'-0"
O.C. (MAX) - ENSURE SMOOTH
TRANSITIONS AND ROUNDED CORNERS
3'-6"GUARDRAIL1 1/2" DIA. WELDED STEEL HANDRAILS
(PAINT) & 1 1/2" DIA. VERT. POSTS @ 4'-0"
O.C. (U.N.O.) - ENSURE SMOOTH
TRANSITIONS AND ROUNDED CORNERS
GALVANIZED PIPE SLEEVE CAST INTO
CONCRETE
3"
TYP.6"4'-0"
CLEAR
6"6"
6" THICK, 4000 PSI CONC. WITH 6x6 -
10/10 WWM REINF.
12" COMPACTED GRAVEL ON SUITABLE
COMPACT GRADE
LOAM AND SEED (TYP.)
CONT #5 BARS (TOP AND BOTTOM)
8"8"1'-4"8"
2'-0"6"10"4"4"
(2) #5 BARS CONTINUOUS
8"5'-0"8"8"
2'-0"1'-8"
#4 BARS @16" O.C.
#5 BARS @16" O.C.
LOAM AND SEED (TYP.)
ALIGN WITH RAMP CURB
AT INTERSECTION
4'-0" MIN.4"MAX.3"
TYP.
3/4" SQUARE STEEL WELDED BALUSTERS
@ 4"O.C. (TYPICAL) - PAINT
1 1/2" DIA. WELDED STEEL HANDRAIL
(PAINT) & 1 1/2" DIA. VERT. POSTS @ 5'-0"
O.C. (MAX) - ENSURE SMOOTH
TRANSITIONS AND ROUNDED CORNERS
1 1/2" DIA. WELDED STEEL HANDRAILS
(PAINT) & 1 1/2" DIA. VERT. POSTS @ 4'-0"
O.C. (U.N.O.) - ENSURE SMOOTH
TRANSITIONS AND ROUNDED CORNERS
GALVANIZED PIPE SLEEVE CAST INTO
CONCRETE
6" DIAMETER SONATUBE TO 48"
BELOW GRADE
6"
EXISTING SIDEWALK CURB
3" MIN.
(TYP.)
3" MIN.
(TYP.)
3" MIN.
(TYP.)
3" MIN.
(TYP.)
3" MIN.
(TYP.)
3" MIN.
(TYP.)4'-0" MIN. BELOW GRADEWALKWAY SECTION
SCALE: 1-1/2" = 1'-0"
16
C101
3/4" SQUARE STEEL WELDED BALUSTERS
@ 4"O.C. (TYPICAL) - PAINT
4"MAX.
1 1/2" DIA. WELDED STEEL HANDRAIL
(PAINT) & 1 1/2" DIA. VERT. POSTS @ 5'-0"
O.C. (MAX) - ENSURE SMOOTH
TRANSITIONS AND ROUNDED CORNERS
3'-6"GUARDRAIL1 1/2" DIA. WELDED STEEL HANDRAILS
(PAINT) & 1 1/2" DIA. VERT. POSTS @ 4'-0"
O.C. (U.N.O.) - ENSURE SMOOTH
TRANSITIONS AND ROUNDED CORNERS
GALVANIZED PIPE SLEEVE CAST INTO
CONCRETE
3"
TYP.6"4'-112"
CLEAR
6"6"
6" THICK, 4000 PSI CONC.
WITH 6x6 - 10/10 WWM REINF.
12" COMPACTED GRAVEL ON
SUITABLE COMPACT GRADE
LOAM AND SEED (TYP.)
CONT #5 BARS (TOP AND BOTTOM)
8"1'-4"8"
2'-0"6"10"4"4"
(2) #5 BARS CONTINUOUS
8"5'-11
2"8"1'-4"
2'-0"1'-912"
#4 BARS @16" O.C.
#5 BARS @16" O.C.
3" MIN.
(TYP.)
3" MIN.
(TYP.)
3" MIN.
(TYP.)
3" MIN.
(TYP.)4'-0" MIN. BELOW GRADENEW SIDEWALK
EXISTING SIDEWALK;
PROTECT FROM DAMAGE
DURING CONSTRUCTION
3/4" SQUARE STEEL WELDED BALUSTERS
@ 4"O.C. (TYPICAL) - PAINT
4"MAX.
1 1/2" DIA. WELDED STEEL HANDRAILS
(PAINT) & 1 1/2" DIA. VERT. POSTS @ 5'-0"
O.C. (MAX) - ENSURE SMOOTH
TRANSITIONS AND ROUNDED CORNERS
2'-10"UPPER HANDRAIL3'-6"GUARDRAIL1 1/2" DIA. WELDED STEEL HANDRAILS
(PAINT) & 1 1/2" DIA. VERT. POSTS @ 4'-0"
O.C. (U.N.O.) - ENSURE SMOOTH
TRANSITIONS AND ROUNDED CORNERS
112"112"
GALVANIZED PIPE
SLEEVE CAST INTO
CONCRETE
3"
TYP.
6"4'-0" CLEAR
1'-7"LOWER HANDRAIL6"6"
6" THICK, 4000 PSI CONC.
WITH 6x6 - 10/10 WWM
REINF.
12" COMPACTED GRAVEL ON
SUITABLE COMPACT GRADE
CONT #5 BARS (TOP
AND BOTTOM)
8"6"10"4"4"
(2) #5 BARS CONTINUOUS
8"5'-1 1/2"8"2'-5 1/2"
#4 BARS @16" O.C.
#5 BARS @16" O.C.
8"8"
2'-0"
3" MIN.
(TYP.)
3" MIN.
(TYP.)
3" MIN.
(TYP.)
8"4'-0" MIN. BELOW GRADEDETECTABLE WARNING DETAILS
SCALE: NOT TO SCALE
4
C101 0.2"1.0"
0.6"
NOTE: DETECTABLE WARNING SURFACES SHALL CAST IN PLACE MODEL 3648IDPAV1
AS MANUFACTURED BY ADA SOLUTIONS, CHEMLSFORD, MASSACHUSETTS (OR EQUAL) AND SHALL BE
OSHA YELLOW IN COLOR
BASE DIAMETER OF .9" - 1.4"
TOP DIAMETER 50% - 65%
OF BASE DIAMETER
ELEVATION (ENLARGED)PLAN
1.6" - 2.4"1.6" - 2.4"ȭ ȭ
ȭ
ȭ.65"MIN.DETAILS
A202
BW / GS
SEAL:
MARK DATE ISSUE
-08/26/2015 PRICING SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
15-024
REK
REK
08/26/2015
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
Handicap Ramp and Walkway
Replacement
64 Gothic Street
Northampton, MA 01060
PROJECT:
RAMP AND WALKWAY SECTION
SCALE: 1-1/2" = 1'-0"
1
C101
3/4" SQUARE STEEL WELDED BALUSTERS
@ 4"O.C. (TYPICAL) - PAINT
4"MAX.
1 1/2" DIA. WELDED STEEL HANDRAILS
(PAINT) & 1 1/2" DIA. VERT. POSTS @ 5'-0"
O.C. (MAX) - ENSURE SMOOTH
TRANSITIONS AND ROUNDED CORNERS
2'-10"UPPER HANDRAIL3'-6"GUARDRAIL1 1/2" DIA. WELDED STEEL HANDRAILS
(PAINT) & 1 1/2" DIA. VERT. POSTS @ 4'-0"
O.C. (U.N.O.) - ENSURE SMOOTH
TRANSITIONS AND ROUNDED CORNERS
112"112"
GALVANIZED PIPE SLEEVE CAST INTO
CONCRETE
3"
TYP.
6"4'-0"
CLEAR
4'-112"
CLEAR1'-7"LOWER HANDRAIL6"6"
6" THICK, 4000 PSI CONC. WITH 6x6 - 10/10
WWM REINF.
12" COMPACTED GRAVEL ON SUITABLE
COMPACT GRADE
CONT #5 BARS (TOP AND BOTTOM)
8"8"8"6"4"4"
(2) #5 BARS CONTINUOUS
8"5'-112"8"8"
2'-0"2'-51
2"
#4 BARS @16" O.C.
#5 BARS @16" O.C.
8"8"
3" MIN.
(TYP.)
3" MIN.
(TYP.)
3" MIN.
(TYP.)
1 1/2" DIA. WELDED STEEL
HANDRAILS (PAINT) & 1
1/2" DIA. VERT. POSTS @
4'-0" O.C. (U.N.O.) -
ENSURE SMOOTH
TRANSITIONS AND
ROUNDED CORNERS
3/4" SQUARE STEEL WELDED BALUSTERS
@ 4"O.C. (TYPICAL) - PAINT
4"MAX.
1 1/2" DIA. WELDED STEEL HANDRAIL
(PAINT) & 1 1/2" DIA. VERT. POSTS @ 5'-0"
O.C. (MAX) - ENSURE SMOOTH
TRANSITIONS AND ROUNDED CORNERS
3'-6"GUARDRAILGALVANIZED PIPE SLEEVE
CAST INTO CONCRETE
3"
TYP.6"4'-112"
CLEAR
4'-112"
CLEAR
6"6"
6" THICK, 4000 PSI CONC. WITH
6x6 - 10/10 WWM REINF.
12" COMPACTED GRAVEL ON
SUITABLE COMPACT GRADE
REGRADE, LOAM AND
SEED (TYP.)5'-112"CONT #5 BARS (TOP AND
BOTTOM)
8"8"
1'-4"8"
2'-0"6"10"4"4"
(2) #5 BARS CONTINUOUS
8"5'-11
2"8"8"
2'-8"1'-912"
#4 BARS @16" O.C.
#5 BARS @16" O.C.4'-0"BELOW MINIMUM GRADE3" MIN.
(TYP.)
3" MIN.
(TYP.)
3" MIN.
(TYP.)
DETAILS
A203
BW / GS
SEAL:
MARK DATE ISSUE
-08/26/2015 PRICING SET
PROJECT NO:
PROJECT ARCHITECT:
PROJECT MANAGER:
DRAWN BY:
DATE:
COPYRIGHT:
15-024
REK
REK
08/26/2015
SHEET TITLE:
CONSULTANT:
64 GOTHIC STREET, SUITE 1
NORTHAMPTON, MA 01060
T 413.585.1512 F 413.586.7945
www.haiarchitecture.com
H AI Architecture, Inc.
Handicap Ramp and Walkway
Replacement
64 Gothic Street
Northampton, MA 01060
PROJECT: