TERMINAL B REDEVELOPMENT
10
FIRST FLOOR 0' - 0" B.O. EXISTING TRUSS 22' - 0" 14 15 16 17 18 19 20 21 22 23 24 25 26 27 / MATCH LINE 2 A202A 3 1 1 1 1 1 1 3 3 3 3 FIRST FLOOR 0' - 0" B.O. EXISTING TRUSS 22' - 0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 / MATCH LINE 1 A202A 3 VIF 14' - 0" VIF 14' - 0" VIF 3' - 4" VIF 14' - 0" VIF 14' - 0" VIF 3' - 4" 3 3 3 3 3 1 1 1 1 1 1 1 75' - 5" +/- EXIST. CL FENCE EXIST SHEET PILE WALL. REFER TO CIVIL AND LANDSCAPE PLAN 4 KEYNOTES 1. REMOVE PAINT FROM EXISTING CONCRETE TO REMAIN. DETERMINE APPROPRIATE METHOD TO PROVIDE UNIFORM SURFACE FINISH WITHOUT EXCESSIVE ETCHING. 2. NOT USED 3. 42" H. GUARDRAIL WITH TOP MOUNT FLANGE ANCHOR. 4. 42" H. GUARDRAIL WITH EMBEDDED POST ANCHOR. EXTEND TO SHEET PILE WALL. REFER TO CIVIL AND LANDSCAPE PLANS 5. GRAVEL INFILL AND COVERING OF EXISTING LOADING DOCK PITS WITH METAL GRATE. REFER TO SECTION INDICATED ON PLAN. 6. NEW CONCRETE SLAB INFILL AT DOCK LEVELER. ALIGNED TO EXISTING SLAB TO REMAIN AND WALL. 7. PATCH/REPAIR SLAB IN AREAS WHERE SPALLING OR DELAMINATION OCCURED. GRIND ENTIRE SURFACE AND APPLY HARDENER AND SEALER AS SPECIFIED. 8. SURFACE MOUNTED BENCH AT LOCATIONS INDICATED (16 TOTAL). REFER TO DETAIL ON A500A 9. 42" H. GUARDRAIL WITH SIDE MOUNT FLANGE ANCHOR. 10. PAINTED - ON SLAB GRAPHICS (ADD - ALT). REFER TO A104A. 11. 3' W. CLEAR PREFABRICATED STEEL STAIR WITH CLOSED RISER, PAINTED. INCLUDE 42" H. GUARDRAIL WITH HANDRAIL ON EACH SIDE OF STAIR AND LOCKABLE SWING GATE AT BOTTOM OF STAIR. 12. 6' H. CHAIN LINK FENCE WITH 10' W. LOCKING GATE ANCHORED WITH SURFACE MOUNTED BASE PLATES @ 8' - 0" O.C. MAX. REFER TO CIVIL FOR ADDITIONAL DETAILS. 13. 44" H. DBL. RAIL SAFETY BARRIER. B.O.D. GUARDRITE STEEL SAFETY BARRIER BY RITE - HITE 14. DOCK SAFETY BARRIER. B.O.D. DOK - GUARDIAN BY RITE - HITE 15. 42" H. SURFACE MOUNTED 6" STEEL PIPE BOLLARD W/ DOMED TOP PLASTIC COVER, SAFETY YELLOW. 16. 42" H. 6" STEEL PIPE BOLLARD W/ DOMED TOP PLASTIC COVER, SAFETY YELLOW. ENCASE IN 18" DIA. POURED CONCRETE FOOTING. EXTEND FOOTING 42" MINIMUM BELOW GRADE. 17. LOADING DOCK BUMPER. B.O.D. DOKSAVER DSV420 - 11 BY RITE - HITE X (KEYNOTES MAY NOT ALL BE USED ON THIS PAGE) FIRST FLOOR 0' - 0" EQ. EQ. METAL BASE FLASHING PARAPET COPING IMP VERTICAL JOINT, TYPICAL IMP CORNER JOINT, TYPICAL 2' - 6" 4" FIRST FLOOR 0' - 0" EQ. 20' - 0" EQ. 2' - 6" 4" TYPICAL 3' - 0" METAL BASE FLASHING PARAPET COPING IMP VERTICAL JOINT, TYPICAL IMP CORNER JOINT, TYPICAL STAGE IDENTITY SIGNAGE, COORDINATE W/ SIGNAGE PACKAGE FIRST FLOOR 0' - 0" EQ. 20' - 0" EQ. METAL BASE FLASHING PARAPET COPING IMP VERTICAL JOINT, TYPICAL IMP CORNER JOINT, TYPICAL 4" TYPICAL 3' - 0" EXTEND BASE FLASHING AT BATTERED WALL REMOVABLE GUARDRAIL FIRST FLOOR 0' - 0" OBLIQUE EQ EQ METAL BASE FLASHING PARAPET COPING IMP VERTICAL JOINT, TYPICAL IMP CORNER JOINT, TYPICAL LIGHT FIXTURE (REFER TO ELECTRICAL) 009 GUARDRAIL FIRST FLOOR 0' - 0" OBLIQUE 24"x24" INSULATED EXTERIOR ACCESS PANEL 12" A.F.F. EQ. 20' - 0" EQ. 007 9 A310A 10 A310A ARCH E0 30x42 Project Manager: Designed By: Drawn By: Checked By: Date Issued: Drawing Number: Not Fo r Construction Project Number: 280 East Broad Street Suite 200 Rochester, NY 14604 office: 585.232.5135 fax: 585.325.8493 www.bergmannpc.com PHASE 1 100% − CD SET 7/16/2021 3:25:10 PM TERMINAL B REDEVELOPMENT ECHDC 901 FUHRMANN BLVD. BUFFALO, NY 14203 ERIE CANAL HARBOR DEV. CORPORATION 95 PERRY ST., SUITE 500 BUFFALO, NY 14203 S KUSHNER M ACKLEY M ACKLEY J OHEARN A202A 6/10/2021 EXTERIOR ELEVATIONS 012774.01 SCALE : 1/8" = 1’−0" 1 WEST ELEVATION SOUTH END SCALE : 1/8" = 1’−0" 2 WEST ELEVATION NORTH END SCALE : 1/8" = 1’−0" 3 EXTERIOR STORAGE ELEV. − SOUTH SCALE : 1/8" = 1’−0" 4 EXTERIOR STORAGE ELEVATION − EAST SCALE : 1/8" = 1’−0" 5 EXTERIOR STORAGE ELEVATION − NORTH SCALE : 1/8" = 1’−0" 6 EXTERIOR STORAGE ELEVATION − SOUTH WEST SCALE : 1/8" = 1’−0" 7 EXTERIOR STORAGE ELEVATION − WEST DATE DESCRIPTION 07/16/2021 Addendum 1
Transcript of TERMINAL B REDEVELOPMENT
FIRST FLOOR0' - 0"
B.O. EXISTING TRUSS22' - 0"
14 15 16 17 18 19 20 21 22 23 24 25 26 27
/M
ATC
H L
INE
2A2
02A
311 1 1 1 13 3 3 3
FIRST FLOOR0' - 0"
B.O. EXISTING TRUSS22' - 0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14
/M
ATC
H L
INE
1A2
02A
3
VIF14' - 0"
VIF14' - 0"
VIF3' - 4"
VIF14' - 0"
VIF14' - 0"
VIF3' - 4"
333331 1 1 1 1 1 1
75' - 5" +/-
EXIST. CL FENCE
EXIST SHEET PILE WALL. REFER TOCIVIL AND LANDSCAPE PLAN
4
KEYNOTES1. REMOVE PAINT FROM EXISTING CONCRETE TO REMAIN. DETERMINE
APPROPRIATE METHOD TO PROVIDE UNIFORM SURFACE FINISH WITHOUT EXCESSIVE ETCHING.
2. NOT USED
3. 42" H. GUARDRAIL WITH TOP MOUNT FLANGE ANCHOR.
4. 42" H. GUARDRAIL WITH EMBEDDED POST ANCHOR. EXTEND TO SHEET PILE WALL. REFER TO CIVIL AND LANDSCAPE PLANS
5. GRAVEL INFILL AND COVERING OF EXISTING LOADING DOCK PITS WITH METAL GRATE. REFER TO SECTION INDICATED ON PLAN.
6. NEW CONCRETE SLAB INFILL AT DOCK LEVELER. ALIGNED TO EXISTING SLAB TO REMAIN AND WALL.
7. PATCH/REPAIR SLAB IN AREAS WHERE SPALLING OR DELAMINATION OCCURED. GRIND ENTIRE SURFACE AND APPLY HARDENER AND SEALER AS SPECIFIED.
8. SURFACE MOUNTED BENCH AT LOCATIONS INDICATED (16 TOTAL). REFER TO DETAIL ON A500A
9. 42" H. GUARDRAIL WITH SIDE MOUNT FLANGE ANCHOR.
10. PAINTED-ON SLAB GRAPHICS (ADD-ALT). REFER TO A104A.
11. 3' W. CLEAR PREFABRICATED STEEL STAIR WITH CLOSED RISER, PAINTED. INCLUDE 42" H. GUARDRAIL WITH HANDRAIL ON EACH SIDE OF STAIR AND LOCKABLE SWING GATE AT BOTTOM OF STAIR.
12. 6' H. CHAIN LINK FENCE WITH 10' W. LOCKING GATE ANCHORED WITH SURFACE MOUNTED BASE PLATES @ 8'-0" O.C. MAX. REFER TO CIVIL FOR ADDITIONAL DETAILS.
13. 44" H. DBL. RAIL SAFETY BARRIER. B.O.D. GUARDRITE STEEL SAFETY BARRIER BY RITE-HITE
14. DOCK SAFETY BARRIER. B.O.D. DOK-GUARDIAN BY RITE-HITE
15. 42" H. SURFACE MOUNTED 6" STEEL PIPE BOLLARD W/ DOMED TOP PLASTIC COVER, SAFETY YELLOW.
16. 42" H. 6" STEEL PIPE BOLLARD W/ DOMED TOP PLASTIC COVER, SAFETY YELLOW. ENCASE IN 18" DIA. POURED CONCRETE FOOTING. EXTEND FOOTING 42" MINIMUM BELOW GRADE.
17. LOADING DOCK BUMPER. B.O.D. DOKSAVER DSV420-11 BY RITE-HITE
X (KEYNOTES MAY NOT ALL BE USED ON THIS PAGE)
FIRST FLOOR0' - 0"
EQ. EQ.
METAL BASE FLASHING
PARAPET COPING
IMP VERTICAL JOINT,TYPICAL
IMP CORNER JOINT,TYPICAL
2' -
6"
4"
FIRST FLOOR0' - 0"
EQ.20' - 0"EQ.
2' -
6"4"
TYPI
CAL
3' -
0"
METAL BASE FLASHING
PARAPET COPING
IMP VERTICAL JOINT,TYPICAL
IMP CORNER JOINT,TYPICAL
STAGE IDENTITY SIGNAGE, COORDINATE W/ SIGNAGE PACKAGE
FIRST FLOOR0' - 0"
EQ.20' - 0"EQ.
METAL BASE FLASHING
PARAPET COPING
IMP VERTICAL JOINT,TYPICAL
IMP CORNER JOINT,TYPICAL
4"
TYPI
CAL
3' -
0"
EXTEND BASE FLASHING AT BATTERED WALL
REMOVABLE GUARDRAIL
FIRST FLOOR0' - 0"
OBLIQUE
EQEQ
METAL BASE FLASHING
PARAPET COPING
IMP VERTICAL JOINT,TYPICAL
IMP CORNER JOINT,TYPICAL
LIGHT FIXTURE(REFER TO ELECTRICAL)
009
GUARDRAIL
FIRST FLOOR0' - 0"
OBLIQUE
24"x24" INSULATED EXTERIORACCESS PANEL 12" A.F.F.
EQ. 20' - 0" EQ.
007
9A310A
10A310A
ARCH
E0
30x4
2
Project Manager:
Designed By: Drawn By:
Checked By:
Date Issued:
Drawing Number:
Not For Construction
Project Number:
280 East Broad StreetSuite 200Rochester, NY 14604
office: 585.232.5135fax: 585.325.8493
www.bergmannpc.com
PHASE 1100% − CD SET
7/16
/202
1 3:
25:1
0 P
MTERMINAL B
REDEVELOPMENTECHDC
901 FUHRMANN BLVD.BUFFALO, NY 14203
ERIE CANALHARBOR DEV.CORPORATION
95 PERRY ST., SUITE 500BUFFALO, NY 14203
S KUSHNER
M ACKLEY M ACKLEY
J OHEARN
A202A
6/10/2021
EXTERIOR ELEVATIONS
012774.01
SCALE : 1/8" = 1’−0"1 WEST ELEVATION SOUTH END
SCALE : 1/8" = 1’−0"2 WEST ELEVATION NORTH END
SCALE : 1/8" = 1’−0"3 EXTERIOR STORAGE ELEV. − SOUTH
SCALE : 1/8" = 1’−0"4 EXTERIOR STORAGE ELEVATION − EAST
SCALE : 1/8" = 1’−0"5 EXTERIOR STORAGE ELEVATION − NORTH
SCALE : 1/8" = 1’−0"6 EXTERIOR STORAGE ELEVATION − SOUTH WEST
SCALE : 1/8" = 1’−0"7 EXTERIOR STORAGE ELEVATION − WEST
DATE DESCRIPTION
07/16/2021 Addendum 1
RIM 578.35
RIM 578.41
RIM 578.30
RIM 578.93
RIM 578.20
RIM 578.88
RIM 578.85
-1.84%
-3.27%
-0.35%
-0.79%
-1.81
%
-0.96%
-1.83%
-2.21%
-1.92%
-4.32%
586.21
586.59
586.44
586.21
586.67
587.08
587.08
586.35
585.90
585.65585.50
586.02
585.63
579.27
585.52
EL:585.90
582.97
583.20
BC:580.09
579.41
BC:579.10
582.17
BC:580.14
586.28
586.07
580.98582.61
581.25
581.82
579.73
580.50
579.76
586.50
586.25
586.10
-1.93%
-1.99%
-1.91%
-1.16%
EX:586.06
-1.01%
585.12
585.50
583.03
582.68
-1.33%
2.07%
581.50
BC:579.10
586.58
584.25
BC:579.60 579.41
579.27
579.60
579.10
579.10
579.10
BC:579.10
579.48
579.75
-2.46%
-0.75%
579.86
-2.16%
BS:579.55
-1.75%
-1.10%
-0.40
%
580.85DECK 580.85
580.85BS:579.40
BC:579.40TC:579.56BC:579.00
TC:579.16
-0.52
%
1:4
585.82
585.84
581.02
589.00
592.00
588.89
585.82
589.59589.47
587.40
587.06
587.98
586.68
586.39
1:12
-1.37
%
EL:579.81
LP:577.10
BC:579.47
EL:580.02
TC:579.63
BC:578.90
BC:578.50
BC:579.00
TC:579.06TC:578.66
TC:579.16
TC:578.76
TC:578.70TC:578.66
BC:578.58BC:578.53
BC:578.50
BC:579.56BW:579.20
BW:578.84
TC:579.73
591.00
589.00
588.63
EL:583.28
EL:580.46
EL:580.43
EL:583.35
EL:579.10
-4.95%
EL:582.40
EL:582.64
EL:585.34EL:585.17
EL:587.50EL:581.03
EL:581.41
TS:580.85
EL:583.19
EL:582.95
EX:584.40
EX:584.37
EL:582.20
EL:583.95
EL:579.20
EL:579.10
EL:581.05
EL:579.10
BC:578.86
EL:583.20
BW:579.30
-0.49%
-2.61%
-2.58
%
-3.63%
EL:583.71
BW:580.02
-1.98%
BS:579.49
TS:580.85
TS:580.85
-1.01
%
-1.16
%-0.81%
EL:580.07
HP:580.17
EL:580.04
-2.22%
-3.13
%
-2.87
%
BW (HP):579.80
-2.30
%
-1.86%
-0.87%
-2.47
%
EL:579.58
EL:579.10
EL:580.90
BC:579.22
-0.84%
-2.10%
EL:579.71
LP:577.75
586.19
EL:588.11
EL:587.40
-1.23
%
EL:588.12
EL:585.69
-2.05
%
TC:583.71
-0.79
%
LP: 576.65
580.70
-1.97%-1.55
%
581.40
-0.76
%
-0.68%
-1.60
%
-1.86
%
-1.80
%
-2.00
%
EL:580.60
TC:579.02
TC:579.38
1:10
1:9
1:5
1:4
1:5
1:3
1:6
1:12
1:8
1:5
RIM 578.40
-1.75%
EL:585.66
-0.48
%
EL:579.30
EL:579.96
EL:579.68
-1.08%
LP:583.50
-0.92%
EL:577.85
EL:579.92
EL:579.77
580
585
585
585
581
582
583
584
586
586
587
587
588
588
580
585
581
582
583
584
586
587
588
585
590
583
584
586
587588
589591592
580
579
581582
583
580
580
580
585
581
582
583 584
586
586
585
584
580
577
578
579
580
581
582
583
578.54578.52
HP: 588.50
579.35
579
578
580581
579578
LP:585.00
579
580
579
579
580
579
Project Manager:
Designed By: Drawn By:
Checked By:
Date Issued: Project Number:
M. CHIUTEN
R. KOVAC RK, MDC, TB, ZR, VV
M. CHIUTEN
6/10/2021 012774.01
ARCH
E0
30x4
2
Drawing Number:
280 East Broad StreetSuite 200Rochester, NY 14604
office: 585.232.5135fax: 585.325.8493
www.bergmannpc.com
6/3/
2021
3:5
5:54
PM
T:\D
ata\
PR
OJE
CT
S\B
OH
Ter
min
al B
\AC
AD
\180
17 T
ER
MIN
AL
GR
AD
ING
_RE
V.d
wg
TERMINAL BREDEVELOPMENT
ECHDC901 FUHRMANN BLVD.
BUFFALO, NY 14203
ERIE CANALHARBOR DEV.CORPORATION
95 PERRY ST., SUITE 500BUFFALO, NY 14203
DATE DESCRIPTION
PROFESSIONAL CERTIFICATION: I CERTIFY THAT THESEDOCUMENTS WERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSED ___________________________UNDER THE LAWS OF THE (state, commonwealth or district)
OF ____________________________. LICENSE NO. _____________EXPIRATION DATE: ______________
TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONALJUDGEMENT, THE PLANS AND SPECIFICATIONS ARE INCOMPLIANCE WITH THE 2020ENERGY CONSTRUCTION
CONSERVATION CODE OF THE(state, commonwealth or district)OF ____________________________.
PHASE 1100% - CD SET
Not For Construction
1. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES, ETC.,WITHIN CONSTRUCTION AREA SHALL BE REMOVED & DISPOSED OF OFF SITE.
2. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUNDUTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACTUTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START.
3. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEENINSTALLED.
4. GRADING AROUND EXISTING TREES TO BE MINIMIZED.5. MINIMIZE IMPACT TO EXISTING, REMAINING LANDSCAPE WHILE EXCAVATING. GREAT CARE IS TO
BE TAKEN TO AVOID DISTURBING ROOTS OF EXISTING TREES. HAND EXCAVATION WILL BEREQUIRED WHERE EXISTING TREE ROOTS ARE PRESENT.
6. ALL EXISTING UTILITY COVERS AND GRATES WITHIN THE AREA OF DISTURBANCE ARE TO BEADJUSTED TO MEET PROPOSED GRADES.
GRADING NOTES
LEGEND
EXISTING ELEVATION
RIM ELEVATION
INVERT IN
INVERT OUT
TOP OF STRUCTURE
TOP OF CURB
BOTTOM OF CURB
TOP OF STAIR
BOTTOM OF STAIR
HIGH POINT
LOW POINTTOP OF DECK
RE
(580)
INV IN
INV OUT
TOS
TOD
BC
TC
TS
HP
LP
BS
PROPOSED 1 FT CONTOUR580
File:
T:\D
ata\P
ROJE
CTS\
BOH
Term
inal B
\ACA
D\18
017 T
ERMI
NAL G
RADI
NG_R
EV.dw
gPl
ot Da
te: 7/
9/202
1
GRADING PLAN
L301A1" = 30'GRADING PLAN1
1 7/9/2021 CONTOUR LABELS
1
AutoCAD SHX Text
U
AutoCAD SHX Text
U
AutoCAD SHX Text
U
AutoCAD SHX Text
U
AutoCAD SHX Text
U
580
585
585
585
581 582 583 584
586
586 587
587
588
588
580
585
581
582
583
584
586
587
588
585
590
583
584
586587
588589
591592
580
579
581582
583
580
580
580
585
581
582
583 584
586
586
585
584
580
SS
SS
SS
SS
SS
SS
SS
SS
590.00
590.00
590.00
590.00
590.00590.00
590.00
590.00
590.00
590.00
590.00590.00
590.00
590.00
590.00590.00
590.00590.00
590.00
590.00
590.00590.00
590.00
590.00
590.00
590.00
590.00
590.00
590.00
590.00
590.00
590.00
590.00
590.00
590.00
590.00
586.00
587.00
587.00
587.00
588.00
588.00
588.00588.00
588.00588.00
588.00588.00
588.00
588.00
588.00
588.00
588.00
588.00
588.00
589.00
589.00
589.00
589.00
589.00
589.00
589.00589.00
589.00
589.00
589.00
589.00
589.00
589.00
589.00
589.00589.00
589.00
589.00
589.00
589.00
589.00
589.00
589.00
589.00
589.00589.00
589.00
589.00
589.00
589.00
589.00
589.00
589.00
589.00
589.00
589.00
589.00
589.00
589.00
589.00
589.00
589.00
589.00
591.00591.00
591.00591.00
591.00
591.00
591.00
591.00
591.00591.00
591.00591.00
591.00
591.00
591.00
591.00
48 LF 12 "ØPVC @ 0.5%
88 LF 12 "ØPVC @ 0.5%
43 LF 8 "ØPVC @ 1.5%
83 LF 12 "ØPVC @ 0.9%
59 LF 8 "ØPVC @ 2.0%
11 LF 8 "ØPVC @ 7.5%
9 LF 8 "ØPVC @ 5.1%
63 LF 12 "ØPVC @ 0.3%
144 LF 12 "ØPVC @ 0.3%
CB-2N1041146.55E1070290.85RIM 577.14INV NE 574.97INV NW 574.97INV S 574.97
CB-3N1041180.18E1070327.75RIM 578.50INV SW 575.22
CB-1N1040668.60E1070606.44
RIM 577.60INV SW 575.60
105 LF 8 "ØPVC @ 0.4%
39 LF 12" SICPPCULVERT
62 LF 12" SICPPCULVERT
61 LF 12" SICPPCULVERT
REMOVE EXISTING 8"CIP AND PLUG CATCHBASIN OPENING WITH5000 PSI GROUT
3
3
154 LF 6" PCPPUNDERDRAINSLOPE 0.5% MIN.
1
150 LF 6" PCPPUNDERDRAINSLOPE 0.5% MIN.
204 LF 6" PCPPUNDERDRAINSLOPE 0.5% MIN.
142 LF 6" PCPPUNDERDRAINSLOPE 0.5% MIN.
3
3
3
1
INV. 577.60N1040705.5E1070620.6
INV. 577.85N1040727.5E1070589.1
INV. 583.50N1041163.6E1070520.2
INV. 583.00N1041202.7E1070472.4
INV. 583.00N1041208.2E1070466.7
INV. 583.50N1041216.1E1070527.4
1
N1040923.5E1070274.3
N1040988.6E1070242.1
2
3
ROOF LEADERFROM STAGEINV. 577.05N1040910.5E1070278.6
INV SE 574.93N1040799.0E1070349.4
N1040661.0E1070410.5
N1040636.8E1070432.3N1040575.4
E1070450.5
1
1
1
1
6"x6"x8" PVC WYEINV. 576.60N1040786.4E1070400.9
N1040840.7E1070459.2
INV. NE 574.95
2
6"x6"x8"PVC WYEINV. 576.99N1040628.9E1070480.9
6"x6"x8" PVC WYEINV. 576.72N1041013.4E1070271.7
222 LF 6" PCPPUNDERDRAINSLOPE 0.5% MIN.
N1041149.3E1070334.0
6"x6"x8" PVC WYEINV. 576.32N1041013.0E1070404.6
170 LF 6" PCPPUNDERDRAINSLOPE 0.5% MIN.
1
1
N1040860.3E1070426.1
N1040979.0E1070350.4
6"x6"x8" PVC WYEINV. 576.54N1040936.1E1070343.0
1
N1041274.4E1070362.6
1
N1041484.7E1070233.2
N1041436.5E1070229.0
N1041296.5E1070316.9
100 LF 6" PCPPUNDERDRAINSLOPE 0.5% MIN.
100 LF 6" PCPPUNDERDRAINSLOPE 0.5% MIN.
5
5
139 LF 12 "ØPVC @ 0.6%
CB-4N1041253.91E1070198.86RIM 578.26INV SE 575.75
DS-5PROP. RIM 578.85EX. RIM 578.67INV NE 573.79INV SW 573.79
DS-6PROP. RIM 578.20EX. RIM 577.97INV NE 575.63INV SW 575.86INV NW 575.63
DS-4PROP. RIM 578.30EX. RIM 577.97INV SW 575.52INV S 576.13INV SE 575.52
DS-3PROP. RIM 578.35EX. RIM 578.18INV NW 575.23INV S 576.18INV SE 575.26
DS-2PROP. RIM 578.41EX. RIM 578.41INV NE 575.11INV NW 575.11INV SW 575.11
DS-1PROP. RIM 578.93EX. RIM 578.93INV NE 575.11INV NW 575.11INV SW 575.11
CB-5N1041057.97E1070270.09RIM 578.40INV S 576.07INV N 574.52INV SW 574.52
5 LF 6" CPPUNDERDRAINSLOPE 0.5% MIN.
8"x8"x6" PVC WYEN1040940.5E1070333.5
DRAINAGE STRUCTURE TABLE
STRUCTURE IDNUMBER:
CB-1
CB-2
CB-3
CB-4
CB-5
STRUCTURECOORDINATES
N-1040668.60E-1070606.44
N-1041146.55E-1070290.85
N-1041180.18E-1070327.75
N-1041253.91E-1070198.86
N-1041057.97E-1070270.09
DRAINAGE STRUCTURE TYPE
NYSDOT TYPE S CATCH BASIN W/ #11 FRAME ANDRECTANGULAR GRATE
NYSDOT TYPE S CATCH BASIN W/ #11 FRAME ANDRECTANGULAR GRATE
NYSDOT TYPE S CATCH BASIN W/ #11 FRAME ANDRECTANGULAR GRATE
NYSDOT TYPE S CATCH BASIN W/ #11 FRAME ANDRECTANGULAR GRATE
NYSDOT 48" Ø MANHOLE W/ FLAT TOP, CAST IRON FRAMEAND 32" Ø GRATE
RIMELEVATION
577.60
577.14
578.50
578.26
578.40
STRUCTUREHEIGHT
4.00
3.17
4.28
3.51
4.88
PIPEINVERTS
INV. SW = 575.60
INV. NE = 574.97INV. NW = 574.97INV. S = 574.97
INV. SW = 575.22
INV. SE = 575.75
INV. S = 576.07INV. N = 574.52INV. SW = 574.52
Project Manager:
Designed By: Drawn By:
Checked By:
Date Issued: Project Number:
6/10/2021 012774.01
ARCH
E0
30x4
2
Drawing Number:
280 East Broad StreetSuite 200Rochester, NY 14604
office: 585.232.5135fax: 585.325.8493
www.bergmannpc.com
6/3/
2021
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TERMINAL BREDEVELOPMENT
ECHDC901 FUHRMANN BLVD.BUFFALO, NY 14203
ERIE CANALHARBOR DEV.CORPORATION
95 PERRY ST., SUITE 500BUFFALO, NY 14203
DATE DESCRIPTION
PROFESSIONAL CERTIFICATION: I CERTIFY THAT THESEDOCUMENTS WERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSED ___________________________UNDER THE LAWS OF THE (state, commonwealth or district)
OF ____________________________. LICENSE NO. _____________EXPIRATION DATE: ______________
TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONALJUDGEMENT, THE PLANS AND SPECIFICATIONS ARE INCOMPLIANCE WITH THE 2020ENERGY CONSTRUCTION
CONSERVATION CODE OF THE(state, commonwealth or district)OF ____________________________.
PHASE 1100% - CD SET
Not For Construction
A1 TERMINAL B DRAINAGE PLANSCALE : 1" = 30'-0"
SCALE OF FEET
030 30 60
N
SHEET KEY NOTES1. 6" UNDERDRAIN CLEANOUT. SEE DETAIL
A1/LCU511A.
2. REPLACE EXISTING 8" CIP WITH 12" PVCSTORM DRAIN.
3. CORE DRILL EXISTING CONCRETEDRAINAGE STRUCTURE AND CONNECTNEW PVC STORM DRAIN PIPES. SEALWITH 5000 PSI GROUT.
4. ROOF LEADER FROM STAGE CANOPY.
5. CONNECT AND SEAL UNDERDRAIN TOEXISTING PVC DRAIN BASIN. SETINVERT ABOVE OR EQUAL TO BASINOUTLET INVERT.
UNDERDRAIN CLEANOUT
STORM DRAIN PIPE
UNDERDRAIN PIPE
LEGEND
PRECAST CONCRETECATCH BASIN
GENERAL NOTES1. CONTRACTOR TO VERIFY NEW STORM
DRAIN PIPE AND STRUCTURELOCATIONS IN FIELD. PROTECT, ANDVERIFY NO CONFLICTS WITH EXISTINGUTILITIES.
2. CONTRACTOR SHALL CLEAN ALLEXISTING STORM DRAIN PIPES TOREMAIN DOWNSTREAM OF PROPOSEDSTORM DRAIN NETWORK BY WATER JETMETHOD, A.O.B.E.
3. "DS" IDENTIFIES EXISTING DRAINAGESTRUCTURE TO REMAIN. SEE DETAILD2/LCU511A.
4. REFER TO LANDSCAPING PLANS FORFINAL GRADING.
PROPOSED CONTOUR
EXISTING CONTOUR
M. CHIUTEN
G. JASINSKI G. JASINSKI
FUTURE CONTRACT
A. TABONI
1 7/20/2021 ADDENDUM #2
1
AutoCAD SHX Text
U
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U
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U
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U
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U
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U
REFER TO LANDSCAPING PLANSFOR NEW PAVEMENT SECTION
8" M
IN.
12" M
IN.
6"
I.D. + 18"
9" 9"
4" TOPSOIL AND SEED
SUITABLE FILL
STORM PIPE PER PLAN
UNDISTURBED EARTH
UNDERGROUNDWARNING TAPE8"
MIN
.
18" M
IN. C
OVE
R
6" BEDDING MATERIAL
I.D. + 18"
9" 9"
BACKFILL WITH SELECTGRANULAR FILL
STORM PIPE PER PLAN
UNDISTURBED EARTH
UNDERGROUNDWARNING TAPE
BEDDING MATERIAL
6"6"
TO B
OTT
OM
OF
PAVE
MEN
T
1. TRENCH DEPTHS, WIDTHS, SHEETING, SHORING, BRACING ANDCUTBACK SLOPES TO BE DETERMINED BY THE CONTRACTORAND SHALL COMPLY WITH O.S.H.A., NEW YORK STATEDEPARTMENT OF LABOR, NEW YORK STATE INDUSTRIAL CODEAND ALL OTHER APPLICABLE SAFETY STANDARDS.
TRENCH NOTES:
PAVED AREAS
UNPAVED AREAS
SEPARATION FABRIC
SEPARATION FABRIC
SECTION
6" M
IN.
32"
NYSDOT TYPE S CATCHBASIN W/ #11 FRAME ANDRECTANGULAR GRATE
6"
SOILS ANDPLANTINGS PERLANDSCAPING PLANS
PROPOSED INFILTRATIONBASIN SURFACE
PVC OUTLET, SEEDRAINAGE PLAN CU101
SELECTGRANULAR FILL
1'-0"(TYP.) 0'
-6"
(TYP
.)
SEE DRAINAGE TABLE, LCU111A,FOR RIM ELEVATIONS AND INVERTS
PERVIOUS CONCRETE TRENCHAND PAVEMENT. REFER TOLANDSCAPING PLANS FORPROPOSED SECTION.
6" PERFORATED CORRUGATEDPOLYETHYLENE PIPE
UNDISTURBED EARTH
18" M
IN. C
OVE
R
UNDERDRAIN FILTER, TYPE II
I.D. + 12"
6" 6" DRAINAGE FABRIC
6"
121
4'-0"
6"
12" 18"
CONCRETE CURB ANDPLANTER SYSTEM. REFERTO LANDSCAPING PLANSFOR PROPOSED SECTION.
6" - 45° CPP BEND12" CLEANOUT W/SLOTTED DRAINAGEGRATE
UNDERDRAIN FILTER, TYPE II
6" PERFORATED CORRUGATEDPOLYETHYLENE UNDERDRAIN PIPE
6"
PERVIOUS CONCRETE TRENCH.REFER TO AND LANDSCAPINGPLANS FOR PROPOSED SECTION.
6" CORRUGATEDPOLYETHYLENE PIPE
DRAINAGE FABRIC 18" M
IN.
6" - 45° CPP BEND
INFILTRATIONTRENCH SURFACE
PROPOSEDGRADE
PREFABRICATED 30"GALVANIZED STEELEND SECTION (TYP.)
TOP OF PAVED TRAILSEE DETAILS FORPAVEMENT SECTION
12" SELECTGRANULAR FILL
SEPARATIONFABRIC
LIGHT STONEFILLING (TYP.)
TRACKEMBANKMENT TOEOF SLOPE (TYP.)
TOP OF PATHGRADE BREAK(TYP.)
2:112
"
6" MIN
.
11
12
PROPOSEDGRADE
PIPE
I.D
. x 3
PIPE I.D. x 3
LENGTH VARIES - SEE PLAN
2:1
LIGHT STONEFILLING (TYP.)
TRAIL CULVERT PROFILESECTION B
TRAIL CULVERT PLAN
24"
TOP OF PAVED TRAIL - SEELANDSCAPING PLANS FORPAVEMENT SECTION
SUITABLE FILL24" SICPPCULVERT 1'
-6" M
IN.
CO
VER
1'
1'
12"
11
12
2:1
PIPE
I.D
. x 3
PIPE I.D. x 3
2:1
TRAIL CULVERTSECTION A
LENGTH VARIES - SEE PLAN
4"(T
YP.)
12"
EXTENT OF LIGHT STONEFILLING BELOW EMBANKMENT(TYP.) NOTE:
1. SEE PLAN, SHEETCU111 FOR INVERTS
24"
SEPARATIONFABRIC
EXISTING GRADE
24" SICPPCULVERT
0'-6" 0'-6"
18" M
IN.
CO
VER
CONCRETE CURB SYSTEMAND PAVEMENT. REFERTO LANDSCAPING PLANSFOR PROPOSED SECTION.
I.D. + 12"
6" 6"
6"
6"
6" PERFORATED CORRUGATEDPOLYETHYLENE PIPE
UNDISTURBED EARTH
UNDERDRAIN FILTER, TYPE II
DRAINAGE FABRIC
REFER TO LANDSCAPINGPLANS FOR PROPOSEDPLANTER DETAILS.
TOPSOIL AND SEED TO MATCHADJACENT LAWN.
6" PERFORATED CORRUGATEDPOLYETHYLENE PIPE
UNDISTURBED EARTH
18" M
IN. C
OVE
R
UNDERDRAIN FILTER, TYPE II
I.D. + 12"
6" 6"
DRAINAGE FABRIC
6"
SECTION
24"
EXISTING 24"x24"PRECAST CONCRETECATCH BASIN
PROPOSED PAVEDSURFACE TREATMENTSEE LANDSCAPING PLANS
CORE DRILL AND CONNECTNEW PVC STORM DRAIN PERDRAINAGE PLAN, LCU111A.SEAL WITH 5000 PSI GROUT.
RAISE EXISTING CAST IRON FRAMEAND GRATE ACCORDING TO RIMELEVATIONS SHOWN ON DRAINAGEPLAN, LCU111A
EXISTING CIP/RCPSTORM DRAIN
RAISE FRAME WITHRISER BRICKS AND
5000 PSI GROUT (TYP.)
ALCU511A
BLCU511A
B1 INFILTRATION TRENCH UNDERDRAIN DETAILN.T.S.
A2 CATCH BASIN DETAILSCALE: 1/2" = 1'-0"A1 UNDERDRAIN CLEANOUT DETAIL
N.T.S.
C1 STORM TRENCH DETAILN.T.S.
Project Manager:
Designed By: Drawn By:
Checked By:
Date Issued: Project Number:
6/10/2021 012774.01
ARCH
E0
30x4
2
Drawing Number:
280 East Broad StreetSuite 200Rochester, NY 14604
office: 585.232.5135fax: 585.325.8493
www.bergmannpc.com
6/3/
2021
3:55
:54
PM J
:\187
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.dw
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TERMINAL BREDEVELOPMENT
ECHDC901 FUHRMANN BLVD.BUFFALO, NY 14203
ERIE CANALHARBOR DEV.CORPORATION
95 PERRY ST., SUITE 500BUFFALO, NY 14203
DATE DESCRIPTION
PROFESSIONAL CERTIFICATION: I CERTIFY THAT THESEDOCUMENTS WERE PREPARED OR APPROVED BY ME,
AND THAT I AM A DULY LICENSED ___________________________UNDER THE LAWS OF THE (state, commonwealth or district)
OF ____________________________. LICENSE NO. _____________EXPIRATION DATE: ______________
TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONALJUDGEMENT, THE PLANS AND SPECIFICATIONS ARE INCOMPLIANCE WITH THE 2020ENERGY CONSTRUCTION
CONSERVATION CODE OF THE(state, commonwealth or district)OF ____________________________.
PHASE 1100% - CD SET
Not For ConstructionM. CHIUTEN
G. JASINSKI G. JASINSKI
A5 PAVED TRAIL CULVERT DETAILSCALE: 1/2" = 1'-0"
B2 PLANTER UNDERDRAIN DETAILN.T.S.
C2 GREAT LAWN UNDERDRAIN DETAILN.T.S.
A. TABONI
D2 EXISTING DRAINAGE STRUCTURE DETAILSCALE: 1/2" = 1'-0" 1
1
1 7/20/2021 ADDENDUM #2
1
A
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27
B
C
D
E
F
G
H
I
J
15
1 1 1 112 2 2 2 2 2 2 23 3 3
3
3
3
3
3 3 3 33333 3 3 3
3
3
3
3
3
EXIS
TING
TW
O-W
AY S
LAB
EXIS
TING
SLA
B-O
N-G
RADE
EXIS
TING
TW
O-W
AY S
LAB
EXIS
TING
SLA
B-O
N-G
RADE
4
3
4
6
6
7
13
13
1111
11
12
131313131313131313
14 14 14 14 14 14 14 14 144
16
16
16
16
16
11
17
17
1818
18
18AD201A
AD202A
AD201A
AD201A
AD202AAD202A
AD101A2
5
8
8 8
88
6
6' - 0
" +/-
8
8
9
A
B BC
2121
LAKE ERIE
9 9 9 9
16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16
16
16
EXISTING FIRE PROTECTION: REFER TO 11/AD301A AND FP DOCUMENTS
H
H H H H
G
13G
G G G G G G G G
G
G
GGGGGGGG
F
520' - 0" +/-TYPICAL20' - 0" +/-
184'
- 0" +
/-
TYP I
CAL
20' -
0" +
/-24
' - 0
" +/-
14
2G
2G
E
KNEE
WAL
L T O
REM
A IN
EXIS
TING
CO
NCRE
TE
10
10
10
10
10
10
10
10
DEMOLITION KEYNOTES1. REMOVE METAL WALL PANELS, INSULATION, AND BACKERBOARD TO ROOF ABOVE CONCRETE WAINSCOT, INCLUDING ALL
EQUIPMENT SUCH AS EXHAUST VENTS, LIGHTS, AND CONDUIT. CONCRETE WAINSCOT TO REMAIN.2. REMOVE CMU INFILL IN WALL. PREPARE ADJACENT SURFACES TO REMAIN FOR NEW FINISHES ACCORDING TO
MANUFACTURER RECOMMENDATION. ABATEMENT PROCEDURES ARE TO BE FOLLOWED AS REQUIRED.3. REMOVE DOOR, DOOR FRAME, AND ANY EXTERIOR LANDING / STAIRS / RAILING OR LOADING DOCK EQUIPMENT IN
ENTIRETY. THIS INCLUDES, BUT IS NOT LIMITED TO, INTERIOR AND EXTERIOR BOLLARDS, WHEEL GUARDS BETWEEN DOORS, CONCRETE BARRICADES USED FOR SECURITY ON EXTERIOR, DEBRIS IN ADJACENT AREAS, HARDWARE, ETC. REMAINING OPENINGS ARE TO BE PREPARED TO RECEIVE NEW CONSTRUCTION, TYPICAL. ABATEMENT PROCEDURES ARE TO BE FOLLOWED AS REQUIRED.
4. REMOVE METAL WALL PANELS TO ROOF AND CONCRETE WAINSCOT, INCLUDING ALL EQUIPMENT SUCH AS EXHAUST VENTS, LIGHTS, AND CONDUIT.
5. REMOVE CONCRETE SLAB IN APROXIMATE AREA INDICATED. INCLUDES SAW CUTTING FOR CLEAN REMOVAL BETWEEN AREA PLANNED FOR NEW CONSTRUCTION AND AREA OF SLAB TO REMAIN, GRAVEL BASE, SOILS, ETC. COORDINATE WORK DEPTH/EXTENTS WITH STRUCTURAL AND ALL MEP DOCUMENTS.
6. REMOVE FULL HEIGHT CMU INTERIOR PARTITION, INCLUDING ALL DOORS AND FRAMES.7. REMOVE ALL PLUMBING FIXTURES AND CAP SUPPLY AND WASTE PIPING AT OR BELOW THE FLOOR SLAB U.N.O.
COORDINATE ALL WORK REQUIRED WITH PLUMBING DOCUMENTS.8. REMOVE FLOOR FINISH DOWN TO BARE CONCRETE SLAB.9. EXISTING EXPANSION JOINT COVER, SEALANTS, FILLER MATERIAL, FLOOR CONTROL JOINT TO BE REMOVED/DEMO'D TO
MINIMUM 2" DEPTH AND PREPARED TO RECIEVE NEW SELF-LEVELING SEALANT AS SPECIFIED, TYPICAL ALL LOCATIONS U.N.O. REFER TO ABATEMENT KEYNOTE 'H'.
10. REMOVE EXISTING CONCRETE INFILL KNEEWALL. CUT ANCHORS OR REINFORCING FLUSH WITH EXISTING SLAB AND COLUMN COVERS TO REMAIN.
11. REMOVE ALL INTERIOR PARTITIONS, GUARDRAILS, FLOOR / CEILING ASSEMBLIES, PLUMBING FIXTURES AND ABOVE-SLAB PIPING, ELECTRICAL EQUIPMENT AND PRIMARY SERVICE, WINDOWS, DOORS, AND OTHER RELATED EQUIPMENT. CUT ANCHORS AND REINFORCMENT FLUSH WITH EXISTING CONCRETE SLAB, TYP.
12. REMOVE ROOF ACCESS LADDER, CAGE, AND ROOF HATCH IN THEIR ENTIRETY. 13. REMOVE FULL HEIGHT CMU WALLS TO ROOF ABOVE, INCLUDING EXTERIOR DOORS, WINDOWS, SEALANTS, TRIMS,
GUTTERS, DOWNSPOUTS, ETC.14. REMOVE DOCK LEVELER EQUIPMENT IN IT'S ENTIRETY AND AS INDICATED ON REFERENCE PHOTO 4/AD301A. CLEAN AND
PREPARE EXPOSED SURFACES TO RECEIVE NEW FINISHES.15. REMOVE MECHANICAL EQUIPMENT AND PIPING ACCORDING TO MECHANICAL DEMOLITION DOCUMENTS. CAP ALL
CONNECTIONS BELOW THE FLOOR SLAB AND ABANDON IN PLACE U.N.O. REMOVE AND DISPOSE OF REFRIGERANTS IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL LAWS.
16. REMOVE GUARD RAILS/METAL CURBS REMOVED, CUT ANCHORS FLUSH WITH EXISTING CONCRETE SLAB.17. REMOVE ALL OVERHEAD LIGHTING, CONDUIT, AND WIRING.18. REMOVE ANY PLYWOOD, MEMBRANE, OR OTHER MATERIALS ATTACHED TO THE EXTERIOR WALLS.19. REMOVE METAL ROOF PANELS, MEMBRANE ROOF ASSEMBLIES, AND ALL CONNECTIONS TO THE STRUCTURAL FRAME.
REMOVE ANY ROOFTOP EQUIPMENT, INCLUDING BUT NOT LIMITED TO ROOF VENTS, EXHAUST VENTS, RAILINGS, CURBS, TRIMS, AND GUTTERS. ROOF PURLINS TO REMAIN.
20. REMOVE STEEL WALL GIRTS, DOOR SUPPORTS, AND HEADERS. COORDINATE WITH WORK ON STRUCTURAL DOCUMENTS.21. SAW CUT SLAB AND FULLY REMOVE DOCK LEVELER AND PIT. PREPARE FOR NEW CONCRETE INFILL.22. REMOVE EXISTING HORIZONTAL STEEL ANGLES BETWEEN COLUMNS AND FROM CROSS BRACES AND GRIND SMOOTH,
TYPICAL.
(NOT ALL KEYNOTES APPLY TO THIS PAGE)X
6 7 8 9 10 11 12
G
H
I
J
A201A 5
A201A
8
5
14
A
6' - 0"REFER TO STRUCTURAL
35' - 9"
REFE
R TO
ST R
UCTU
R AL
45' -
1"
REF E
R TO
ST R
UCTU
R AL
23' -
5"
3' - 2 3/4"
REFER TO STRUCTURAL
108' - 6"
A5
14 14 14 14 14 14 143 3 3 3 3 3 3 3
16 16 16 16 16 16 16
REFER TO STRUCTURAL
23' - 10"
REF
ER T
O S
TRU
CT U
RAL
8' -
9"
15' - 6 3/4"
GENERAL DEMOLITION NOTES1. EXISTING CAST-IN-PLACE CONCRETE AND STEEL WHICH IS INTENDED TO REMAIN, IS TO BE CLEANED AND
PREPARED TO RECEIVE NEW FINISHES AND/OR NEW CONSTRUCTION. SURFACE PREPARATION SHALL BE IN ACCORDANCE WITH ALL MANUFACTURERS RECOMMENDATIONS. THIS INCLUDES, BUT NOT LIMITED TO, CONCRETE SEALERS, SEALANTS, PRIMERS/PAINTS, BONDING AGENTS, RAILINGS, ETC.
2. VERIFY ALL EXISTING CONDITIONS. NOTIFY ARCHITECT WITH ANY DISCREPANCIES.
3. DO NOT CREATE AN UNSAFE CONDITION WITH ANY REMOVALS DURING DEMOLITION. CONTACT ARCHITEC/ENGINEER WITH ANY QUESTIONABLE REMOVALS PRIOR TO REMOVAL. ABATEMENT PROCEDURES ARE TO BE TAKEN AS REQUIRED. REFER TO HAZ. MAT. REPORT FOR AREAS REQUIRING SPECIAL HANDLING/DISPOSAL.
GENERAL ABATEMENT NOTES1. ALL ASBESTOS ABATEMENT PROCEDURES ARE TO BE IN ACCORDANCE WITH ALL STANDARDS AS SET FORTH
BY CURRENT NYSDOL INDUSTRIAL CODE RULE #56 AND ALL OTHER APPLICABLE REGULATIONS, INCLUDING LOCAL, FEDERAL, AND THE NYS FIRE CODE.
2. THE ABATEMENT CONTRACTOR TO REFER TO ASBESTOS REMOVAL SPECIFICATION NUMBER 028213. 3. DIMENSIONS ARE CALCULATED TO THE FINISHED FACE OF THE SURFACES, UNLESS OTHERWISE SPECIFIED.
THE CONTRACTOR IS NOT TO SCALE DRAWINGS OR DETAILS AND IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND DIMENSIONS. WHERE DIMENSIONAL DISCREPANCIES ARISE, REVIEW FIELD CONDITIONS WITH ARCHITECT/ENGINEER BEFORE PROCEEDING WITH WORK.
4. VARIOUS BUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TO PLUMBING, HVAC, ELECTRICAL MUST REMAIN IN OPERATION THROUGH THE DURATION OF THE ABATEMENT WORK, UNLESS OTHERWISE NOTED. PREVENT ANY DISTURBED ACM FROM MIGRATING THROUGH THE BUILDING.
5. ABATEMENT CONTRACTOR IS RESPONSIBLE TO ASSURE ALL LIFE SAFETY REQUIREMENTS AREA BEING MET, INCLUDING BUT NOT LIMITED TO EMERGENCY EGRESS.
6. THE ABATEMENT CONTRACTOR ASSUMES ALL RESPONSIBILITY OF PROCEEDING IN SUCH A MANNER THAT HE/SHE OFFERS HIS EMPLOYEES A WORKPLACE FREE FROM RECOGNIZED HAZARDS CAUSING OR LIKELY TO CAUSE DEATH OR SERIOUS INJURY AND WILL BE RESPONSIBLE FOR SITE SAFETY AND SECURITY.
7. THE ABATEMENT CONTRACTOR IS RESPONSIBLE FOR OBTAINING SITE SPECIFIC VARIANCES FROM INDUSTRIAL CODE RULE #56, IF DESIRED OR NECESSARY (BY BIDDER) TO PERFORM THE WORK. ANY PETITION FOR SITE SPECIFIC VARIANCE FROM INDUSTRIAL CODE RULE #56 SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO SUBMISSION TO THE NYSDOL. ALL VARIANCES MUST BE OBTAINED IN A TIMELY MANNER SO AS NOT TO DISRUPT THE SCHEDULE OF WORK. ALL VARIANCE REQUESTS MUST BE SUBMITTED BY A NYSDOL CERTIFIED PROJECT DESIGNER.
8. THE ABATEMENT CONTRACTOR IS RESPONSIBLE FOR KEEPING THE WORK AREA IN A CLEAN AND SAFE CONDITION. THE CONTRACTOR SHALL ENSURE THAT UNCERTIFIED PERSONNEL OR UNAUTHORIZED VISITORS DO NOT ENTER ACTIVE WORK AREAS AT ANY TIME.
9. ALL ACM MUST BE COMPLETELY REMOVED DOWN TO THE STRUCTURAL SUBSTRATE THAT THEY ARE AFFIXED TO.
10. THE OWNER SHALL PROCURE A NYSDOL CERTIFIED PROJECT AIR SAMPLING TECHNICIAN TO PERFORM PROJECT AIR MONITORING. THE ABATEMENT CONTRACTOR IS RESPONSIBLE FOR PERSONAL (EMPLOYEE) AIR MONITORING.
11. THE OWNER SHALL PROCURE A NYSDOL CERTIFIED PROJECT MONITOR WHO WILL HAVE THE AUTHORITY TO HALT ABATEMENT WORK IF NOT BEING CONDUCTED PER THE CONTRACT DOCUMENTS.
12. BOTH NYSDOL CERTIFIED PROJECT AIR SAMPLING TECHNICIAN AND CERTIFIED PROJECT MONITOR SHALL BE INDEPENDENT OF THE ABATEMENT CONTRACTOR.
13. THE ABATEMENT CONTRACTOR IS RESPONSIBLE FOR ALL TOOLS, EQUIPMENT, AND SUPPLIES. THE OWNER OR OWNER’S REPRESENTATIVE WILL NOT BE LIABLE FOR THEFT OR DAMAGE. THE LOCATION OF ANY SITE STORAGE OF MATERIAL, EQUIPMENT, AND WASTE TRAILER/DUMPSTER SHALL BE COORDINATED WITH AND APPROVED BY THE OWNER OR THE OWNER’S REPRESENTATIVE.
14. UNDERGROUND UTILITIES INACCESSIBLE DURING SURVEY SAMPLING MAYBE ENCOUNTERED DURING DEMOLITION. IF PACM IS OBSERVED ON OR IN UNDERGROUND UTILITIES, STOP WORK WILL BE ISSUED UNTIL THE OWNER’S ASBESTOS SUB- CONSULTANT CAN SAMPLE AND VERIFY IF MATERIALS ARE/ARE NOT ASBESTOS CONTAINING.
15. QUANTITIES OF ASBESTOS CONTAINING MATERIALS ARE ESTIMATES AND SUBJECT TO ABATEMENT CONTRACT VERIFICATION.
16. COPIES OF ASBESTOS ANALYTICAL RESULTS ARE INCLUDED IN THE ATTACHED SURVEY REPORTS FOR REFERENCE.
17. ABATEMENT CONTRACTOR TO LABEL THE WORK AREA WITH WARNING LABELS STATING: DANGERASBESTOSMAY CAUSE CANCERCAUSES DAMAGE TO LUNGS
18. ALL QUANTITIES HEREIN ARE SUBJECT TO ABATEMENT CONTACTOR VERIFICATION.19. THE ABATEMENT CONTRACTOR TO REFER TO LEAD SPECIFICATION FOR PROTECTION OF WORKER – LEAD-
BASED PAINT NUMBER 028314.
ABATEMENT KEYNOTESA. VAPOR BARRIER BENEATH EXISTING SLAB IS TO BE CONSIDERED ACM AND REMOVED AND DISPOSED OF, BY
ABATEMENT CONTRACTOR, AS ACM IN ACCORDANCE WITH REQUIRED REGULATIONS WHERE EXISTING SLAB IS INDICATED TO BE REMOVED.
B. ABATEMENT CONTRACTOR TO REMOVE APPROXIMATELY 20 LF OF WHITE FIBROUS MUDDED JOINT PACKING IN MECHANICAL ROOMS AND RESTROOM CHASES PIPE ELBOWS.
C. ABATEMENT CONTRACTOR TO REMOVE AN APPROXIMATE 30 LF OF GRAY TRANSITE FLUE IN MECHANICAL/BOILER ROOM AND INCIDENTAL DISTURBANCE OF THIS MATERIAL IDENTIFIED ON THE FLOOR BELOW.
D. ELECTRICAL WIRE JACKET - THROUGHOUT ENTIRE BUILDING, CONTRACTOR TO QUANTIFY IN FIELD. NOT SAMPLED DURING SURVEY AS ELECTRICAL SYSTEMS WERE ENERGIZED DURING SURVEY FIELD WORK.
E. ABATEMENT CONTRACTOR TO REMOVE AN ESTIMATED 36 LF OF WHITE CLOTH THERMAL SYSTEMS INSULATION JACKET.
F. ABATEMENT CONTRACTOR TO REMOVE AN ESTIMATED 450 SF OF 12"X12" GREEN FLOOR TILE AND ASSOCIATED MASTIC.
G. ABATEMENT CONTRACTOR TO REMOVE UNQUANTIFIED ZONOLITE (VERMICULITE) INSULATION FILLED IN CORES OF BUILDING CMU INDENTIFIED IN HISTORIC DRAWINGS.
H. BLACK FLOOR SEAM IDENTIFIED TO CONTAIN TRACE AMOUNTS OF ASBESTOS - ESTIMATED AT APPROXIMATELY 8,550 LF TO BE REMOVED IN ENTIRETY AND DISPOSED OF AS ACM WASTE.
X
LEAD-BASED PAINT NOTES1. NONE OF THE MATERIALS SAMPLED INDICATED ELEVATED LEVELS OF LEAD, HOWEVER, OLD BUILDING
MATERIALS AND PAINTS MAY BE LEAD CONTAINING AND THEREFORE SPECIFICATION NUMBER 028314 (THE ABATEMENT PROTECTION OF WORKER – LEAD-BASED PAINT) SHALL BE REFERRED TO DURING RENOVATION/DEMOLITION.
2. HISTORIC LEAD-CONTAINING BUILDING MATERIALS MAY INCLUDE: ROOF FLASHING, OLD/ORIGINAL PAINTED SURFACES ON EXTERIOR, ROOF, BEHIND CEILING AND WALLS, SOLDERED PIPE JOINTS IN PLUMBING INCLUDING WATER SUPPLY, WASTE DRAINS AND VENTS.
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Project Manager:
Designed By: Drawn By:
Checked By:
Date Issued:
Drawing Number:
Not For Construction
Project Number:
A
B
KEY PLAN
280 East Broad StreetSuite 200Rochester, NY 14604
office: 585.232.5135fax: 585.325.8493
www.bergmannpc.com
PHASE 1100% − CD SET
7/21
/202
1 3:
15:1
5 P
MTERMINAL B
REDEVELOPMENTECHDC
901 FUHRMANN BLVD.BUFFALO, NY 14203
ERIE CANALHARBOR DEV.CORPORATION
95 PERRY ST., SUITE 500BUFFALO, NY 14203
S KUSHNER
J LONG J LONG
J OHEARN
AD101A
6/10/2021
DEMOLITION FLOORPLAN
012774.01
SCALE : 1/16" = 1’−0"1 DEMOLITION FLOOR PLAN
SCALE : 1/8" = 1’−0"2 ENLARGED PARTIAL DEMOLITION FLOOR PLAN
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DATE DESCRIPTION
07/21/2021 Addendum 2
FIRST FLOOR0' - 0"
B.O. EXISTING TRUSS22' - 0"
ABCDEFGHI
03 - T.O. EXISTING TRUSS -LOW PT.
30' - 8 1/4"
J
3
3
33
1
3
03 - T.O. TRUSS - HIGH PT.32' - 6 1/4"
13 2
3
21
17 17 17
10
10
1010101010
10
TO REMAINEXISTING CONCRETE KNEEWALL
FIRST FLOOR0' - 0"
B.O. EXISTING TRUSS22' - 0"
1234567891011121314
33 3 3 3 3 3 3 3 3 3 3 3 3 3 3
/M
ATC
H L
INE
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201A
03 - T.O. PURLIN - LOW PT.30' - 8 1/4"
03 - T.O. TRUSS - HIGH PT.32' - 6 1/4"
1
13
1
17 17 17 17
14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14
19
3' - 2 3/4" +/-
15' - 6 3/4" +/-
REMOVE EXISTING FROST WALL AND FOUNDATIONIN AREA OF PROPOSED PERFORMANCE AREAADDITION
FIRST FLOOR0' - 0"
15161718192021222324252627
03 - T.O. EXISTING TRUSS -LOW PT.
30' - 8 1/4"
/M
ATC
H L
INE
2AD
201A
3 3 3 3333333
13
B.O. TRUSS22' - 0"
03 - T.O. TRUSS - HIGH PT.32' - 6 1/4"
11
13
17
17 17 17
14 14 1414141414141414
19
EXISTING ROOF HATCH AND GUARD REMOVED IN ENTIRETY.
DEMOLITION KEYNOTES1. REMOVE METAL WALL PANELS, INSULATION, AND BACKERBOARD TO ROOF ABOVE CONCRETE WAINSCOT, INCLUDING ALL
EQUIPMENT SUCH AS EXHAUST VENTS, LIGHTS, AND CONDUIT. CONCRETE WAINSCOT TO REMAIN.2. REMOVE CMU INFILL IN WALL. PREPARE ADJACENT SURFACES TO REMAIN FOR NEW FINISHES ACCORDING TO
MANUFACTURER RECOMMENDATION. ABATEMENT PROCEDURES ARE TO BE FOLLOWED AS REQUIRED.3. REMOVE DOOR, DOOR FRAME, AND ANY EXTERIOR LANDING / STAIRS / RAILING OR LOADING DOCK EQUIPMENT IN
ENTIRETY. THIS INCLUDES, BUT IS NOT LIMITED TO, INTERIOR AND EXTERIOR BOLLARDS, WHEEL GUARDS BETWEEN DOORS, CONCRETE BARRICADES USED FOR SECURITY ON EXTERIOR, DEBRIS IN ADJACENT AREAS, HARDWARE, ETC. REMAINING OPENINGS ARE TO BE PREPARED TO RECEIVE NEW CONSTRUCTION, TYPICAL. ABATEMENT PROCEDURES ARE TO BE FOLLOWED AS REQUIRED.
4. REMOVE METAL WALL PANELS TO ROOF AND CONCRETE WAINSCOT, INCLUDING ALL EQUIPMENT SUCH AS EXHAUST VENTS, LIGHTS, AND CONDUIT.
5. REMOVE CONCRETE SLAB IN APROXIMATE AREA INDICATED. INCLUDES SAW CUTTING FOR CLEAN REMOVAL BETWEEN AREA PLANNED FOR NEW CONSTRUCTION AND AREA OF SLAB TO REMAIN, GRAVEL BASE, SOILS, ETC. COORDINATE WORK DEPTH/EXTENTS WITH STRUCTURAL AND ALL MEP DOCUMENTS.
6. REMOVE FULL HEIGHT CMU INTERIOR PARTITION, INCLUDING ALL DOORS AND FRAMES.7. REMOVE ALL PLUMBING FIXTURES AND CAP SUPPLY AND WASTE PIPING AT OR BELOW THE FLOOR SLAB U.N.O.
COORDINATE ALL WORK REQUIRED WITH PLUMBING DOCUMENTS.8. REMOVE FLOOR FINISH DOWN TO BARE CONCRETE SLAB.9. EXISTING EXPANSION JOINT COVER, SEALANTS, FILLER MATERIAL, FLOOR CONTROL JOINT TO BE REMOVED/DEMO'D TO
MINIMUM 2" DEPTH AND PREPARED TO RECIEVE NEW SELF-LEVELING SEALANT AS SPECIFIED, TYPICAL ALL LOCATIONS U.N.O. REFER TO ABATEMENT KEYNOTE 'H'.
10. REMOVE EXISTING CONCRETE INFILL KNEEWALL. CUT ANCHORS OR REINFORCING FLUSH WITH EXISTING SLAB AND COLUMN COVERS TO REMAIN.
11. REMOVE ALL INTERIOR PARTITIONS, GUARDRAILS, FLOOR / CEILING ASSEMBLIES, PLUMBING FIXTURES AND ABOVE-SLAB PIPING, ELECTRICAL EQUIPMENT AND PRIMARY SERVICE, WINDOWS, DOORS, AND OTHER RELATED EQUIPMENT. CUT ANCHORS AND REINFORCMENT FLUSH WITH EXISTING CONCRETE SLAB, TYP.
12. REMOVE ROOF ACCESS LADDER, CAGE, AND ROOF HATCH IN THEIR ENTIRETY. 13. REMOVE FULL HEIGHT CMU WALLS TO ROOF ABOVE, INCLUDING EXTERIOR DOORS, WINDOWS, SEALANTS, TRIMS,
GUTTERS, DOWNSPOUTS, ETC.14. REMOVE DOCK LEVELER EQUIPMENT IN IT'S ENTIRETY AND AS INDICATED ON REFERENCE PHOTO 4/AD301A. CLEAN AND
PREPARE EXPOSED SURFACES TO RECEIVE NEW FINISHES.15. REMOVE MECHANICAL EQUIPMENT AND PIPING ACCORDING TO MECHANICAL DEMOLITION DOCUMENTS. CAP ALL
CONNECTIONS BELOW THE FLOOR SLAB AND ABANDON IN PLACE U.N.O. REMOVE AND DISPOSE OF REFRIGERANTS IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL LAWS.
16. REMOVE GUARD RAILS/METAL CURBS REMOVED, CUT ANCHORS FLUSH WITH EXISTING CONCRETE SLAB.17. REMOVE ALL OVERHEAD LIGHTING, CONDUIT, AND WIRING.18. REMOVE ANY PLYWOOD, MEMBRANE, OR OTHER MATERIALS ATTACHED TO THE EXTERIOR WALLS.19. REMOVE METAL ROOF PANELS, MEMBRANE ROOF ASSEMBLIES, AND ALL CONNECTIONS TO THE STRUCTURAL FRAME.
REMOVE ANY ROOFTOP EQUIPMENT, INCLUDING BUT NOT LIMITED TO ROOF VENTS, EXHAUST VENTS, RAILINGS, CURBS, TRIMS, AND GUTTERS. ROOF PURLINS TO REMAIN.
20. REMOVE STEEL WALL GIRTS, DOOR SUPPORTS, AND HEADERS. COORDINATE WITH WORK ON STRUCTURAL DOCUMENTS.21. SAW CUT SLAB AND FULLY REMOVE DOCK LEVELER AND PIT. PREPARE FOR NEW CONCRETE INFILL.22. REMOVE EXISTING HORIZONTAL STEEL ANGLES BETWEEN COLUMNS AND FROM CROSS BRACES AND GRIND SMOOTH,
TYPICAL.
(NOT ALL KEYNOTES APPLY TO THIS PAGE)X
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Project Manager:
Designed By: Drawn By:
Checked By:
Date Issued:
Drawing Number:
Not For Construction
Project Number:
280 East Broad StreetSuite 200Rochester, NY 14604
office: 585.232.5135fax: 585.325.8493
www.bergmannpc.com
PHASE 1100% − CD SET
7/21
/202
1 3:
15:3
8 P
MTERMINAL B
REDEVELOPMENTECHDC
901 FUHRMANN BLVD.BUFFALO, NY 14203
ERIE CANALHARBOR DEV.CORPORATION
95 PERRY ST., SUITE 500BUFFALO, NY 14203
S KUSHNER
J LONG J LONG
J OHEARN
AD201A
6/10/2021
EXTERIOR DEMOLITIONELEVATIONS
012774.01
SCALE : 1/8" = 1’−0"3 NORTH DEMOLITION ELEVATION
SCALE : 1/8" = 1’−0"2 EAST DEMOLITION ELEVATION − NORTH END
SCALE : 1/8" = 1’−0"1 EAST DEMOLITION ELEVATION − SOUTH END
DATE DESCRIPTION
07/21/2021 Addendum 2
Erie Canal Harbor Development
Phase 1A 5/28//21
Buffalo Outer Harbor
BID PACKAGE BREAKDOWN
BP / Spec Number Bid Package/ Spec Description Comments / Bid Analyst
1 BP-1 - Site Construction All
DIV 00 & 01: Bidding, Contract, & General Requirements Shared
24119 SELECTIVE DEMOLITION Shared
33000 CAST-IN-PLACE CONCRETE Shared
316213 STEEL PILES Exclusive
321723 PAVEMENT MARKINGS Exclusive
323113 CHAIN LINK FENCING AND GATES Shared
323300 SITE FURNISHINGS Shared
330500 COMMON WORK RESULTS FOR UTILITIES Shared
17419 EXCAVATED SOIL AND CONSTRUCTION WASTE MANAGEMENT AND DISPOSALShared
44100 DRY LAID STONE Exclusive
101400 SIGNAGE Shared
221113 FACILITY WATER DISTRIBUTION PIPING Shared
221118 DOMESTIC WATER PIPING SPECIALTIES Shared
224713 DRINKING FOUNTAINS Shared
311000 SITE CLEARING Exclusive
312000 EARTH MOVING Exclusive
312513 EROSION AND SEDIMENT CONTROL Exclusive
321216 ASPHALT PAVING Exclusive
321313 CONCRETE PAVING Exclusive
321315 PERVIOUS CONCRETE PAVING Exclusive
321543 POLYMER BASED DECOMPOSED GRANITE PAVING Exclusive
321816 SYNTHETIC GRASS SURFACING SYSTEM Exclusive
323113 FENCES AND GATES Exclusive
329113 SOIL PREPARATION Exclusive
329200 TURF AND GRASSES Exclusive
329300 PLANTS Exclusive
333913 MANHOLES AND DRAINAGE STRUCTURES Exclusive
334104 CORRUGATED POLYETHYLENE STORM DRAIN PIPE Exclusive
334105 PLASTIC STORM DRAINAGE PIPE Exclusive
2 BP-2 - General Trades All
DIV 00 & 01: Bidding, Contract, & General Requirements Shared
24119 SELECTIVE DEMOLITION Shared
28213 ASBESTOS ABATEMENT Exclusive
28214 PROTECTION OF WORKER – LEAD BASED PAINT Exclusive
31000 CONCRETE FORMING AND ACCESSORIES Exclusive
32000 CONCRETE REINFORCING Exclusive
33000 CAST-IN-PLACE CONCRETE Shared
33543 POLISHED CONCRETE FINISHING Exclusive
51200 STRUCTURAL STEEL FRAMING Exclusive
53100 STEEL DECKING Exclusive
54000 COLD-FORMED METAL FRAMING Exclusive
55000 METAL FABRICATIONS Exclusive
55119 METAL GRATING STAIRS Exclusive
55213 PIPE AND TUBE RAILINGS Exclusive
55316 PLANK GRATINGS Exclusive
57000 DECORATIVE METAL Exclusive
57300 DECORATIVE METAL RAILINGS Exclusive
Populate Bid Packages
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EXHIBIT C - SPECIFICATION MATRIX
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Erie Canal Harbor Development
Phase 1A 5/28//21
Buffalo Outer Harbor
61000 ROUGH CARPENTRY Exclusive
61533 WOOD PATIO DECKING Exclusive
61600 SHEATHING Exclusive
64116 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS Exclusive
72100 THERMAL INSULATION Exclusive
72600 VAPOR RETARDERS Exclusive
74113 FORMED METAL PANELS Exclusive
74213 INSULATED METAL WALL PANELS Exclusive
75323 ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING Exclusive
76200 SHEET METAL FLASHING AND TRIM Exclusive
77100 ROOF SPECIALTIES Exclusive
77200 ROOF ACCESSORIES Exclusive
77253 SNOW GUARDS Shared
79200 JOINT SEALANTS Exclusive
79219 ACOUSTICAL JOINT SEALANTS Exclusive
79513 PARKING DECK EXPANSION JOINT COVER ASSEMBLIES Exclusive
81113 HOLLOW METAL DOORS AND FRAMES Exclusive
81416 FLUSH WOOD DOORS Exclusive
83113 ACCESS DOORS AND FRAMES Shared
83323 OVERHEAD COILING DOORS Exclusive
87100 DOOR HARDWARE Exclusive
88300 MIRRORS Exclusive
92216 NON-STRUCTURAL METAL FRAMING Exclusive
92900 GYPSUM BOARD Exclusive
93013 CERAMIC TILING Exclusive
95113 ACOUSTICAL PANEL CEILINGS Exclusive
96513 RESILIENT BASE AND ACCESSORIES Exclusive
97720 FIBERGLASS REINFORCED WALL PANELS Exclusive
99113 EXTERIOR PAINTING Exclusive
99123 INTERIOR PAINTING Exclusive
102800 TOILET, BATH, AND LAUNDRY ACCESSORIES Exclusive
104413 FIRE PROTECTION CABINETS Exclusive
104416 FIRE EXTINGUISHERS Exclusive
111200 DOCK CONTROL EQUIPMENT Exclusive
111313 DOCK BUMPERS Exclusive
113013 RESIDENTIAL APPLIANCES Exclusive
122200 CURTAINS AND DRAPES Exclusive
123661 SOLID SURFACING COUNTERTOPS Exclusive
284621 ADDRESSABLE FIRE ALARMS SYSTEMS Exclusive
315000 EXCAVATION SUPPORT AND PROTECTION Exclusive
323113 CHAIN LINK FENCING AND GATES Shared
323300 SITE FURNISHINGS Shared
17419 EXCAVATED SOIL AND CONSTRUCTION WASTE MANAGEMENT AND DISPOSALShared
31100 CONCRETE FORMWORK Exclusive
32100 STEEL CONCRETE REINFORCMENT Exclusive
33001 CAST-IN-PLACE CONCRETE Exclusive
51201 STRUCTURAL STEEL Exclusive
55001 METAL FABRICATIONS Exclusive
61001 ROUGH CARPENTRY Exclusive
61500 WOOD DECKING Exclusive
101400 SIGNAGE Shared
3 BP-3 - Mechanical Trades All
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Exclusive Per Add
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316213 - Steel Piles - Exclusive to BP-2
Erie Canal Harbor Development
Phase 1A 5/28//21
Buffalo Outer Harbor
DIV 00 & 01: Bidding, Contract, & General Requirements Shared
24119 SELECTIVE DEMOLITION Shared
77253 SNOW GUARDS Shared
83113 ACCESS DOORS AND FRAMES Shared
220500 COMMON WORK RESULTS FOR PLUMBING Exclusive
220517 SLEEVES AND SEALS FOR PLUMBING PIPING Exclusive
220519 METERS AND GAGES FOR PLUMBING PIPING Exclusive
220523 GENERAL DUTY VALVES FOR PLUMBING PIPING Exclusive
220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT Exclusive
220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT Exclusive
220700 PLUMBING INSULATION Exclusive
221112 FACILITY WATER DISTRIBUTION PIPING Exclusive
221116 DOMESTIC WATER PIPING Exclusive
221119 DOMESTIC WATER PIPING SPECIALTIES Exclusive
221313 FACILITY SANITARY SEWER Exclusive
221316 SANITARY WASTE AND VENT PIPING Exclusive
221319 SANITARY WASTE PIPING SPECIALTIES Exclusive
221413 FACILITY STORM DRAINAGE PIPING Exclusive
221423 STORM DRAINAGE PIPING SPECIALTIES Exclusive
223400 ELECTRIC DOMESTIC-WATER HEATERS Exclusive
224000 PLUMBING FIXTURES Exclusive
224700 WATER COOLERS Exclusive
230513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT Exclusive
230548 VIBRATION CONTROLS FOR HVAC Exclusive
230553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT Exclusive
230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC Exclusive
230713 DUCT INSULATION Exclusive
233113 METAL DUCTS Exclusive
233300 AIR DUCT ACCESSORIES Exclusive
233713 AIR DIFFUSERS Exclusive
233713 REGISTERS AND GRILLES Exclusive
237219 FIXED PLATE AIR-TO-AIR ENERGY RECOVERY UNITS Exclusive
238126 SPLIT-SYSTEM AIR-CONDITIONERS Exclusive
238239 PROPELLER UNIT HEATERS Exclusive
238323 RADIANT-HEATING ELECTRIC PANELS Exclusive
330500 COMMON WORK RESULTS FOR UTILITIES Shared
4 BP-4 - Electrical All
DIV 00 & 01: Bidding, Contract, & General Requirements Shared
24119 SELECTIVE DEMOLITION Shared
77253 SNOW GUARDS Shared
83113 ACCESS DOORS AND FRAMES Shared
260100 BASIC ELECTRICAL MATERIALS AND METHODS Exclusive
260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES Exclusive
260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS Exclusive
260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS Exclusive
260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS Exclusive
260544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLINGExclusive
260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS Exclusive
260923 LIGHTING CONTROL DEVICES Exclusive
262213 LOW-VOLTAGE DISTRIBUTION TRANSFORMERS Exclusive
262416 PANELBOARDS Exclusive
262726 WIRING DEVICES Exclusive
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Erie Canal Harbor Development
Phase 1A 5/28//21
Buffalo Outer Harbor
262733 POWER DISTRIBUTION UNITS Exclusive
264113 LIGHTNING PROTECTION FOR STRUCTURES Exclusive
265119 LED INTERIOR LIGHTING Exclusive
265213 EMERGENCY AND EXIT LIGHTING Exclusive
265556 SPECIAL LIGHTING AND CONTROL SYSTEMS Exclusive
265619 LED EXTERIOR LIGHTING Exclusive
267650 PERFORMANCE SOUND SYSTEMS Exclusive
271100 COMMUNICATIONS EQUIPMENT ROOM FITTINGS Exclusive
271116 COMMUNICATIONS RACKS, FRAMES, AND ENCLOSURES Exclusive
271313 COMMUNICATIONS COPPER BACKBONE CABLING Exclusive
271323 COMMUNICATIONS OPTICAL FIBER BACKBONE CABLING Exclusive
271513 COMMUNICATIONS COPPER HORIZONTAL CABLING Exclusive
271523 COMMUNICATIONS OPTICAL FIBER HORIZONTAL CABLING Exclusive
330500 COMMON WORK RESULTS FOR UTILITIES Shared
221113 FACILITY WATER DISTRIBUTION PIPING Shared
221118 DOMESTIC WATER PIPING SPECIALTIES Shared
224713 DRINKING FOUNTAINS Shared
260518 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES Exclusive
260523 CONTROL-VOLTAGE ELECTRICAL POWER CABLES Exclusive
260525 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS Exclusive
260543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS Exclusive
260552 IDENTIFICATION FOR ELECTRICAL SYSTEMS Exclusive
260922 LIGHTING CONTROL DEVICES Exclusive
260943 ADDRESSABLE LUMINAIRE LIGHTING CONTROLS Exclusive
262725 WIRING DEVICES Exclusive
265613 LIGHTING POLES AND STANDARDS Exclusive
265618 LED EXTERIOR LIGHTING Exclusive
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Add 284621 - Addressable Fire Alarm system to BP-4 Scope of Work
