S02 - 803IC3015 Bid Dwgs Bath Bk02.pdf
PDF 10 MB Posted
- Solicitation number
- 36c78620b0009
About this file
This document provides details on a federal contract opportunity for facility renovations and improvements at two national cemeteries. The solicitation number is 36c78620b0009 and seeks bids for renovations at the Woodlawn and Bath National Cemeteries. The work includes repairs and improvements to facilities at both locations. The contracting agency is the Department of Veterans Affairs National Cemetery Administration. The document includes drawings of proposed renovations at the Bath location to guide contractor bids. The opportunity type is listed as a solicitation, suggesting the government is accepting proposals for the work described.
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LO
W
LO
W
LO
W
N C A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2020, Walker Federal Services, LLC
Walker Federal Services, LLC
FACILITY RENOVATION,
IMPROVEMENTS, AND
REPAIRS
BATH NATIONAL CEMETERY
803IC3015
MKP, DRB RNF
JUNE 5, 2020
PAVING PLAN DETAILS
CP-201
1 ASSUMED EXISTING ROAD SECTION
1/4"=1'-0"
3 ASPHALT OVERLAY
1/4"=1'-0"
2 ASSUMED CONC. CURB W/ UNDERDRAIN (IN SOME LOCATIONS)
1"=1'-0"
6 VEHICULAR GUARD PLAN ENLARGEMENT
1/8"=1'-0"
7 VEHICULAR GUARD ELEVATION
1"=1'-0" 8 VEHICULAR GUARD SECTION
1"=1'-0"
9 CURB AND GUTTER DETAIL
1"=1'-0"
10 FLUSH CURB DETAIL
1/2"=1'-0"
5 ASPHALT PAVING
1/4"=1'-0"
4 PAVEMENT KEY
N.T.S.
12 RAMP & FLUSH CURB PLAN
1/4"=1'-0"11 RAMP & FLUSH CURB PLAN
1/4"=1'-0" 13 ASPHALT OVERLAY KEY
1 1/2"=1'-0"
EXISTING TREE; PROTECT PER 015639
TREE AND PLANT PROTECTION
LIMITS OF WORK; INSTALL CONSTRUCTION
FENCE PER 010002 & COR'S DIRECTION
EXISTING HEADSTONE (TYP.)
DO NOT DISTURB
SIGN
(TYP.)
APPROXIMATE LIMIT OF GRAVES ADJACENT TO
LOW; VERIFY W/ COR WHEN WORKING NEARBY
LOW
LS-201LS-201
CONCRETE PAVING
HEAVY DUTY
LS-201LS-201
CONCRETE PAVING
TYPICAL
STRUCTURAL SLAB;
REFER TO SB-x PLANS
LS-201LS-201
UNIT PAVING
LS-201LS-201
AGGREGATE PAVING
E
E
E
E
T
LO
W
LOW
LOW
LO
W
LO
W
LOW LO
W
LOW
LOW
LOW
LO
LOWOW
LOW
LOW
LO
W
LO
W
LOW
LO
W
LO
W
LO
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LO
W
LO
W
LO
W
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LOLO
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LS-111LS 111
ENLARGEMENT 2
WWWWW
LS-111LS 111
ENLARGEMENT 1
LS-111LS 111
ENLARGEMENT 3
0 10 20 40 60
LEGEND
KEY
N C A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2020, Walker Federal Services, LLCF
Walker Federal Services, LLC
FACILITY RENOVATION,
IMPROVEMENTS, AND
REPAIRS
BATH NATIONAL CEMETERY
803IC3015
BJ; IL BJ; TJ
JUNE 5, 2020
FINAL CONSTRUCTION DOCUMENTS
NOTES
SITE DEVELOPMENT PLAN
LS-101
MATCHLINE LS-102 MATCHLINE LS-102
G .0 .1
B a th
N a tC e m
F a c R e n C a d d o c s
L S S it e
D e v e lo p m e n t P la n .d w g
P M T D
S td D W G
T o
P D F .p c
EXISTING TREE; PROTECT PER 015639
TREE AND PLANT PROTECTION
LIMITS OF WORK; INSTALL CONSTRUCTION
FENCE PER 010002 & COR'S DIRECTION
EXISTING HEADSTONE (TYP.)
DO NOT DISTURB
SIGN
(TYP.)
APPROXIMATE LIMIT OF GRAVES ADJACENT TO
LOW; VERIFY W/ COR WHEN WORKING NEARBY
LOW
LS-201LS-201
CONCRETE PAVING
HEAVY DUTY
LS-201LS-201
CONCRETE PAVING
TYPICAL
STRUCTURAL SLAB;
REFER TO SB-x PLANS
LS-201LS-201
UNIT PAVING
LS-201LS-201
AGGREGATE PAVING
LO
W
LOW
LOW
LOLL
LOW
LOW LOLO
W
LLLL
LOW
LOW
LOW
LOW
LO
W
O
LOW
LO
W
LOW
LOW
LOWOWW
LOW
| OO
| WW LOW |||
|OOL ||
|LLO
W
| | | | | | L |OO | | | | | LO
LOLOW
| | LOO
1/2/
LS-112LS 112
ENLARGEMENT 1
INTERIM & FINAL CONDITIONS
OLOOOL
LS-112LS 112
ENLARGEMENT 3
LS-112LS 112
ENLARGEMENT 2
15'-0"" 34'-2"2"
LO
86.54°4°
125'-8" VIF
CENTERPOINT STRUCTURE
CENTERPOINT STRUCTURESRPO TUUREE
0 10 20 40 60
LEGEND
KEY
N C A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2020, Walker Federal Services, LLCF
Walker Federal Services, LLC
FACILITY RENOVATION,
IMPROVEMENTS, AND
REPAIRS
BATH NATIONAL CEMETERY
803IC3015
BJ; IL BJ; TJ
JUNE 5, 2020
FINAL CONSTRUCTION DOCUMENTS
NOTES
SITE DEVELOPMENT PLAN
LS-102
MATCHLINE LS-101 MATCHLINE LS-101
G .0 .1
B a th
N a tC e m
F a c R e n C a d d o c s
L S S it e
D e v e lo p m e n t P la n .d w g
P M T D
S td D W G
T o
P D F .p
LS-201
CONCRETE PAVING
HEAVY DUTY
LS-201LS-201
CONCRETE PAVING
TYPICAL
LS-202LS-202
BOLLARD
B1 OR B2
LS-201LS-201
DETECTABLE WARNING PLATE
P1 OR P24
LS-202LS-202
GUARD
7 7
LS-201LS-201
SEGMENTAL RETAINING WALL
13 4
LS-202LS-202
ACCESSIBLE PARKING SIGN
LS-201LS-201
UNIT PAVING
EXISTING TREE; PROTECT PER 015639
TREE AND PLANT PROTECTION
LIMITS OF WORK W/ CONSTRUCTION FENCE
REFER TO 010002 & COR'S DIRECTION
EXISTING HEADSTONE; DO NOT DISTURB
SIGN
(TYP.)
APPROXIMATE LIMIT OF GRAVES ADJACENT TO
LOW; VERIFY W/ COR WHEN WORKING NEARBY|
LOW
14 5
LS-202LS-202
DIRECTIONAL SIGN
LS-201LS-201
AGGREGATE PAVING5
20 1
LS-203LS 203
PEDESTRIAN BRIDGE
12 3
LS-202LS-202
TEMPORARY COMMITTAL
SHELTER
8 SUDRAIN PIPE; REFER TO 7/LS-201
9 WEEP; REFER TO 7/LS-201
30 PHASE II PEDESTRIAN BARRICADE
15 FLUSH CURB; REFER TO Cx-PLANS
3 DETECTABLE WARNING MAT - P3; REFER
TO PRODUCT SCHEDULE LS-211
1. ERECT PEDESTRIAN BARRICADE DURING ARCHITECTURAL PHASE II
WORK. PROVIDE CONTINUOUS INTERLOCKING STEEL BARRIERS;
CLEAN AND IN GOOD CONDITION; MIN. 40" HT.; FLAT FEET;
BARRICADE LIGHTS OR REFLECTORS AT EACH END & 8' O.C.;
ADD'L REQUIREMENTS BY COR.
2. MAINTAIN AT LEAST ONE FULL TRAFFIC LANE ON ALL ROADS AT
ALL TIMES. PROVIDE FLAGGERS AND SIGNAGE AS REQUIRED BY
COR. OBTAIN COR'S WRITTEN APPROVAL OF EACH PROPOSED
LANE CLOSURE, SCHEDULE, AND TRAFFIC CONTROL MEASURES &
DEVICES.
LO
W
LO
W
LO
W
190019001901911911191190
1192191192 |292
9001901901919C190190190190
3'-0" 7'-0"
4'-0"' " 3'-0"00
191919119
24'-10"
ARC 5
3'-
0"
VIF
WARNING: APPROXIMATE LOCATION OF GRAVES; DO
NOT OVER-EXCAVATE. PERFORM ALL WORK RELATED
TO THIS WALL IN PRESENCE OF CEMETERY DIRECTOR &
COR; PROVIDE NOT LESS THAN 7 DAYS NOTICE.
ENCOUNTERING A CASKET OR OTHER REMAINS MAY
NECESSITATE IMMEDIATE PAUSE AND REASSESSMENT
OF WORK. FOLLOW CEMETERY DIRECTOR'S DIRECTION. |
19219
4'-' 0
|9
PCC
PC
STAKE IN FIELD FOR COR'S
APPROVAL 8'
-2
4' -3
LO
W
LO
W
LO
W
LOW LO
W
LOW
LOW
LOW
L
LOWOW
LOW
LOW
LO
W
LO
W
11160 11160
161111
11622
LOLO
11558
1160161660611
B2BBB
B2B2
W
60606060
111111
11111
116154FFE
115754FFE
SANNNN
SANA
SAN
SANAANAN
SSSSSSANNA
S
NN
SANN
SANNN
SANANNAA
SA
SANA
SAAAAAASAN
S
S
DN7 1
/2
N1
5' -9
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1010000
5'-6"
4"
5'-0"
B2B
5' -0
PHASE II
HA
SIDEW
ALK
W A
PHASE I
SIDEW
ALK
POINT OF
TANGENCY
4' -0
1161111111
69.37°37
6'-6"
6' -0
0' 00'
6' -0
W
4" WHITE PAINTED MARKINGS, (TYP);
REFER TO 32 17 23
NYSDOT 39-INCH STENCILED PAINTEDD EAN S3
ACCESSIBLE PARKING ICON; WHITEON EWG RB
GRAPHIC;C BACKGROUND; PMS 293CD; 93MSOCK
BLUE BACKGROUNDNRA
2'-0" 4'-0"
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9'-0" 9'-0"
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26.5°262
VIFV
L
8'-0"
8'-0"0
EQ.
EQ.
2'-0" 2'-0
(TYP.))
2'- 6""66
'-6
±2'-0"
WHEEL STOP;
REFER TO 32 12 16
1'-0"2'-0"
8'-6"
18'-0"
1'-0""
±1'-1"
11111111116116111111111111111111111111111111111111111111
6'-0"
16060
3'-0"
*P1P
3 P3
4' -1
2'-5" 2'-5"5""
R2 '-0
"SASA
R5 '-0
R
R555R
R10'-0"
00"
2'-0"
5'-0"0 3'-0"L
18'-2"
4'-0"4 044 00"
±1
4'-0"04 -00004 04' 0"0444
R2'-0"(TYP.))
LOW
LO
W
LO
W
LO
W
B11B111
B1BBB
B1
LO
W
BUILDING SLAB;G
REFER TO SB-x PLANSE P
±5'-4
4'-0
L
1'-0
(TYP.)
ALIG
N
DRYWELL (TYP.)
REFER TO CG-201
EDGING; REFER TO
PRODUCT SCHEDULE LS-211
5 SIM.
1'-6"(TYP.)
MEET/MATCHAT
EXISTING GRADEDG G
SLOPE 4.75% TOWARDT4.7
AGGREGATEA
LEGEND
KEY
N C A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2020, Walker Federal Services, LLCF
Walker Federal Services, LLC
FACILITY RENOVATION,
IMPROVEMENTS, AND
REPAIRS
BATH NATIONAL CEMETERY
803IC3015
BJ; IL BJ; TJ
JUNE 5, 2020
FINAL CONSTRUCTION DOCUMENTS
NOTES
SITE DEVELOPMENT
ENLARGEMENTS
LS-111
0 4 8 16 24
1 ENLARGEMENT 1
1" = 8'
2 ENLARGEMENT 2
1" = 8'
3 ENLARGEMENT 3
1" = 8'
G .0 .1
B a th
N a tC e m
F a c R e n C a d d o c s
L S S it e
D e v e lo p m e n t E n la rg .d w g
P M T D
S td D W G
T o
P D F .p
LS-201
CONCRETE PAVING
HEAVY DUTY
LS-201LS-201
CONCRETE PAVING
TYPICAL
LS-202LS-202
BOLLARD
B1 OR B2
LS-201LS-201
DETECTABLE WARNING PLATE
P1 OR P24
LS-202LS-202
GUARD
7 7
LS-201LS-201
SEGMENTAL RETAINING WALL
13 4
LS-202LS-202
ACCESSIBLE PARKING SIGN
LS-201LS-201
UNIT PAVING
EXISTING TREE; PROTECT PER 015639
TREE AND PLANT PROTECTION
LIMITS OF WORK W/ CONSTRUCTION FENCE
REFER TO 010002 & COR'S DIRECTION
EXISTING HEADSTONE; DO NOT DISTURB
SIGN
(TYP.)
APPROXIMATE LIMIT OF GRAVES ADJACENT TO
LOW; VERIFY W/ COR WHEN WORKING NEARBY|
LOW
14 5
LS-202LS-202
DIRECTIONAL SIGN
LS-201LS-201
AGGREGATE PAVING5
20 1
LS-203LS 203
PEDESTRIAN BRIDGE
12 3
LS-202LS-202
TEMPORARY COMMITTAL
SHELTER
8 SUDRAIN PIPE; REFER TO 7/LS-201
9 WEEP; REFER TO 7/LS-201
30 PHASE II PEDESTRIAN BARRICADE
15 FLUSH CURB; REFER TO Cx-PLANS
3 DETECTABLE WARNING MAT - P3; REFER
TO PRODUCT SCHEDULE LS-211
1. ERECT PEDESTRIAN BARRICADE DURING ARCHITECTURAL PHASE II
WORK. PROVIDE CONTINUOUS INTERLOCKING STEEL BARRIERS;
CLEAN AND IN GOOD CONDITION; MIN. 40" HT.; FLAT FEET;
BARRICADE LIGHTS OR REFLECTORS AT EACH END & 8' O.C.;
ADD'L REQUIREMENTS BY COR.
2. MAINTAIN AT LEAST ONE FULL TRAFFIC LANE ON ALL ROADS AT
ALL TIMES. PROVIDE FLAGGERS AND SIGNAGE AS REQUIRED BY
COR. OBTAIN COR'S WRITTEN APPROVAL OF EACH PROPOSED
LANE CLOSURE SCHEDULE AND TRAFFIC CONTROL MEASURES &
LO
W
LLL
LOW
LOW
LO
W
O
LOW
LO
W
LO
| OWOW
|LL
LOLO
404040
3823112
11212
12461246
BRIDGE ABUTMENTS (BELOW);
REFER TO SB-x PLANS
L
EXPOSED TOP OF BRIDGE
ABUTMENT
(TYP.)
4'-0"
(TYP.)
R2'-0"0
(TYP.)
TYP
TYP
6'-0"
-0
EQ.
1EQ.121222
FEATHER IN TO ADJACENT GRADE
EACH END AS APP'D BY COR
(TYP.)
LO
W
LOW
LOW
LOLLL
W
18'-0"L
11'-0"
EQ
EQ
4'-10"
R9'-0"'-
LO
W
LOW
LOW
LOLL
ASPHALT PAVING;
REFER TO CP-x PLANS
R23'-9"IF ASPHALT EDGE SAWCUT FOR
PAVERS IS DAMAGED, SAWCUT
& REMOVE ADD'L ASPHALT
SECTION AS NECESSARY TOO
PROVIDE UNDAMAGEDGE
UNIFORM ARCRM
17'-7"
4'-0"
LOW
STRUCTURAL SLAB;
REFER TO SB-x PLANS FOR PROFILE;
REFER TO LS-201 AND 32 05 23FOR
FINISH & JOINT DETAILS
RAILING; REFER TO Ax- PLANS
COMMITTAL SERVICE SHELTER;
REFER TO AE-x PLANS
EXISTING FLUSH CURBXIS NG F
4'-0"
C
EXISTING FENCECE
39'-2"
1'-3"
VIF
3'-11"
VIF
.57
DD
75.01° VIF
6'-6 12 "
4*P2
END OF EXISTING FENCE
(TYP.)
CORNER OF EXISTING
CURB
CONTROL JOINTCONO
(TYP.)
2'-0" 2'-0"
EQ.1 W
EQ.1 L
EQ.1 EQ.1
2'-0""
2'-0"-0
2'-0"0"
EQ.
EQ.
EQ. 52'-0"
-0
±1'-8"±1'-8±1'1 8
4"
(TYP.)
TYP.P.)
P
TYTY
CONSTRUCTION MATTING;
REFER TO 01 56 39
LEGEND
KEY
N C A
ATIONAL
EMETERY
DMINISTRATION
Revisions Date
Drawing Title
Approved:
Approved:
Project Title
Building Number Checked Drawn
Location
Date
Project No.
DRAWING NO.
Dwg. Of
1 2 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A B
C D
E F
A B
C D
E F
© COPYRIGHT 2020, Walker Federal Services, LLCF
Walker Federal Services, LLC
FACILITY RENOVATION,
IMPROVEMENTS, AND
REPAIRS
BATH NATIONAL CEMETERY
803IC3015
BJ; IL BJ; TJ
JUNE 5, 2020
FINAL CONSTRUCTION DOCUMENTS
NOTES
0 4 8 16 24
4 ENLARGEMENT 3
1" = 8'
SITE DEVELOPMENT
ENLARGEMENTS
LS-112
2 ENLARGEMENT 1 - FINAL CONDITON
1" = 8'
1 ENLARGEMENT 1 - INTERIM CONDTION
1" = 8'3 ENLARGEMENT 2
1" = 8'
NOTES:
1. REFER TO STRUCTURAL PLANS FOR COLUMN LINE AND SLAB EDGE LAYOUT.
G .0 .1
B a th
N a tC e m
F a c R e n C a d d o c s
L S S it e
D e v e lo p m e n t E n la rg .d w g
P M T D
S td D W G
T o
P D F .p
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