Drawings 3 of 15 CIVIL 2.pdf
PDF 15 MB Posted
- Attached to
- Y1AZ--TIERED EVALUATIONS - Build New Community Living Center Minor Construction - Montrose 620-334
- Solicitation number
- 36C77623R0156
About this file
This document provides details for a federal contract opportunity to construct a new community living center. The solicitation number is 36C77623R0156 for the project "Y1AZ--TIERED EVALUATIONS - Build New Community Living Center Minor Construction - Montrose 620-334" issued by the Department of Veterans Affairs Technology Acquisition Center Austin. The opportunity type is a solicitation for bids to perform construction drawings and build a new community living center. The attached file is civil engineering drawing number 3 of 15 that is likely part of the bid package requirements. No other salient details are provided in this document.
View the file
Other files
Show all 31
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X X X X X X X X X X X X X X X X X X X X X
1.20%
115.66
SW
115.36
SW
114.74
SW
113.73
SW
114.76
SW
115.07
SW
115.80
SW
1.54%
2.0 1%
115.80
SW
0.9 9%116.05
SW
114.21
WV
RIM
114.05
RIM
112.45
EX. RIM
114.24
WV
114.24
WV
114.51
EX SW
114.53
EX SW
114.74
SW
112.53
EX. RIM
0.00%
1.85%
115.09
SW
114.07
FL
113.98
FL
114.71
EX. RIM
2.24%
112.73
FL
112.29
FL
115.29
FL
116.17
SW
7.47%
114.37
SW
114.32
SW
1.83%
1.87%
2.3 3%
1.57%
115.17
SW
115.21
SW
0.53%
114.63
SW115.64
SW
115.64
SW
113.80
FL
113.01
EX
0.64%
.00
.00
.00
GRADING LIMITS
114.80
SW
1.00%
0.7 8%
114.84
SW
115.12
SW
115.20
SW
115.43
SW
115.59
SW
115.35
SW
114.85
SW
114.44
SW
113.95
SW
113.87
SW
114.57
SW
114.16
SW
115.26
SW
115.10
SW
114.85
SW
114.69
SW
115.26
SW
114.74
SW
2.0 0%
1.9 9%
2.1 8%
2.0 4%
2.0 0%
2.0 4%
115.78
FL
115.76
FL
115.17
FL
114.59
EX SW
114.58
EX SW
114.58
EX SW
114.15
EX SW
114.12
EX SW
113.99
EX SW
113.70
EX SW
0.5 4%
112.51
EX112.44
EX
112.59
EX112.53
EX
112.47
RIM
LIMITS OF CONSTRUCTION
BACK OF CURB
SIDEWALK
EXISTING NEW
SLOPE AND FLOW DIRECTION (0.50%) 0.50%
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
STREET LIGHT
SEWER CLEAN-OUT
STORM DRAIN INLET
FLOW LINE
8' HIGH CONSTRUCTION FENCING X X
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
Revisions: Date:
ISSUED FOR
CONSTRUCTIONA/E:
TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202 315.484.5958 Mat Perkins
05/09/2022
MEP
550 North Reo Street, Suite 203 Tampa, FL 33609
(813) 289-4700 Nicholas Stephenson, PE
Structural 315 West James Street, Suite 102 Lancaster, PA 17603
(717) 481-2991 Jason Vannoy, SE, PE
Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001
(212) 967-4890 Corrine Tan, SE
620-334
CLC
2094 Albany Post Road, Montrose, NY 10548
NEW COMMUNITY LIVING
CENTER
CIVILGRADING PLAN
ENLARGED VIEW - SHEET 4
CG106
STRUBLEPERKINS
TELECOMMUNICATIONS MANHOLE
CONCRETE - STANDARD BROOM FINISH
CONCRETE - STAINED BROOM FINISH
DECORATIVE LOUVERED FENCE
STRUCTURAL DESIGN CONCRETE
SIDEWALK SCUPPER
EX. A.C. PAVEMENT
PLANTER BOLLARD
PIPE BOLLARD
AND DECORATIVE BOLLARD
F1 CIVIL GRADING PLAN
1"=10'
010' 10' 20'5'
MATCHLINE - SEE SHEET CG105
SURVEY DISCLAIMER
SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND ,
PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C. CONSTRUCTION HAS
OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY
VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION.
CONTRACTOR TO PROVIDE UTILITY LOCATION SERVICE PRIOR TO EXCAVATION FOR
VERIFICATION OF LOCATION AND DEPTH OF ALL UTILITIES TO PROVIDE NON-INTERRUPTION OF
SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND TO AVOID DAMAGE THERETO.
UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR TO OBTAIN LOCATION OF
SAME SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE.
NOTE:
THE CONTRACTOR SHALL PROVIDE A "QUALIFIED SWPPP DEVELOPER" (QSD) WHO WILL
BE RESPONSIBLE FOR DEVELOPING A STORMWATER POLLUTION PREVENTION PLAN FOR
THIS PROJECT. THE QSD WILL ACT AS A DATA SUBMITTER FOR THE VA, WITH THE FILING
OF THE NOTICE OF INTENT TO THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL
CONSERVATION FOR COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT. THE
CONTRACTOR SHALL BE RESPONSIBLE TO PAY ALL FEES ASSOCIATED WITH THIS
PERMIT, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE NOTICE OF INTENT FILING AND
ANNUAL FEES FOR MAINTAINING COVERAGE UNDER THIS PERMIT. THE CONTRACTOR
WILL BE RESPONSIBLE FOR REVIEWING AND IMPLEMENTING THE PROVISIONS SPECIFIED
IN THE SWPPP AND THE EROSION CONTROL PLANS. THE CONTRACTOR SHALL ALSO
PROVIDE A "QUALIFIED SWPPP PRACTITIONER" (QSP) WHO WILL BE RESPONSIBLE FOR
IMPLEMENTING THE SWPPP, AND WILL ASSIST THE VA IN THE FILING OF A NOTICE OF
TERMINATION TO THE STATE WATER RESOURCES CONTROL BOARD AT THE END OF THE
PROJECT.
EXCAVATION NOTE
CONTRACTOR TO HAND DIG WITHIN 5' OF KNOWN UTILITIES.
DEDUCTIVE ALTERNATES
SEE SHEET CS103 FOR DEDUCTIVE ALTERNATES
CONSTRUCT 6" CONCRETE CURB - SEE DETAIL B1, SHEET CG501
CONSTRUCT 5" CONCRETE SIDEWALK (BROOM FINISH) - SEE DETAIL C5, SHEET CG501
CONSTRUCT ACCESSIBLE RAMP 1 - SEE DETAIL E1, SHEET CG501
CONSTRUCT ENCLOSED WALKWAY - SEE ARCHITECTURAL PLANS F1, SHEET A-101A
CONSTRUCT 3' CONCRETE DRAINAGE SWALE - SEE DETAIL A6, SHEET CG501
CONSTRUCT CONCRETE APRON - SEE DETAIL E3, SHEET CG501
CONSTRUCT 10' HIGH CONSTRUCTION FENCING W/ FABRIC SCREEN - DETAIL E8, CG502
CONSTRUCT CONSTRUCTION YARD ENTRANCE GATE - (2) 6' CENTER LOCKING
CONSTRUCT CONSTRUCTION SIGN - SEE DETAIL F8, SHEET CG501
10 CONSTRUCT UTILITY TRENCH - SEE DETAIL B3, SHEET CG501 FOR DIRECT BURY PIPE
11 CONSTRUCT POROUS PAVEMENT - SEE DETAIL C7, SHEET CG506
12 SAW-CUT EXISTING PAVEMENT OR SIDEWALK
13 CONNECT TO EXISTING - SEE DETAIL A5, SHEET CG501 FOR CONCRETE
14 CONSTRUCT 2' VERT. CURB SEE DETAIL F5, SHEET CG501
15 CONSTRUCT PLANTER BOLLARD / DECORATIVE BOLLARD - SEE DETAIL F1, SHEET LP302
16 CONSTRUCT EMERGENCY ACCESS BARRIER GATE
W/ SIGN "EMERGENCY VEHICLES ONLY" - SEE DETAIL B1, SHEET CG502
17 ADJUST SAN. / STORM SEWER MANHOLE RIM - RAISE TO MATCH NEW GRADE
18 EXISTING UTILITY - PROTECT IN PLACE PER DETAIL B8, SHEET CG501
19 CONSTRUCT 2' DRAINAGE SWALE - SEE DETAIL F8, SHEET CG502
20 CONSTRUCT 48" STORM DRAIN MANHOLE - SEE SHEET CU101
CONSTRUCT 4' GRASS LINED DRAINAGE SWALE - SEE DETAIL F8, SHEET CG502
CONSTRUCT 18"x18" CATCH BASIN - SEE SHEET CU101
- GRADE TOWARDS CATCH BASIN AT 0.50% MIN. SLOPE
ADJUST EXISTING GATE VALVE -VALVE BOX, MATCH FINISH GRADE ELEVATION24
CONSTRUCT MECHANICAL PAD - SEE DETAIL F1, SHEET CG50325
26 CONSTRUCT 5" CONCRETE SIDEWALK (STAINED) - SEE DETAIL C5, SHEET CG501
CONSTRUCT 2' SIDEWALK SCUPPER - SEE DETAIL E7, SHEET CG50327
CONSTRUCT 6" PVC PIPE UNDER SIDEWALK - SEE DETAIL E5, SHEET CG50328
CONSTRUCT STRUCTURAL DESIGN CONCRETE - SEE STRUCTURAL PLANS29
EXISTING TELECOMM MANHOLE - PROTECT IN PLACE30
CAUTION - UNDERGROUND TELECOMM CONDUIT. - PROTECT IN PLACE31
CONSTRUCT 2' CONCRETE "TIP-OUT" CURB - SEE DETAIL C4, SHEET CG50532
GRADE DITCH TO DAYLIGHT36
CONSTRUCT PRE-CAST ELECTRICAL PAD - SEE DETAILS C3, SHEET CG506 37
RE-INSTALL EXISTING SATELLITE DISH, POLE, AND FOUNDATION. COORDINATE WITH COR.
RE-INSTALL EXISTING MINI-PUTT COURSE. COORDINATE WITH COR.
CONSTRUCT 2' CONCRETE DRAINAGE SWALE - SEE DETAIL A6, SHEET CG501
CONSTRUCT 2' CURB OPENING - SEE DETAIL B1, SHEET CG50138
CONSTRUCT ACCESSIBLE RAMP 2 - SEE DETAIL F1, SHEET CG50639
CONSTRUCT DECORATIVE FENCING - SEE DETAIL F6, SHEET CG50540
CONSTRUCT 3' MAN-GATE - SEE DETAIL F6, SHEET CG50541
CONSTRUCT 12' DOUBLE SWING GATES - SEE DETAIL F6, SHEET CG50542
CONSTRUCT PIPE BOLLARD - SEE DETAIL C1, SHEET CG50643
GAZEBO NOT IN SCOPE OF WORK44
- SEE DETAIL C5, SHEET CG506 FOR CONCRETE DUCT BANK
HAND DIG WITHIN 6' OF NEWLY INSTALLED ELEC./TELECOM CONDUIT - SEE SHEET CU101
05/09/2022
EXPIRES: 12/31/24
FSV
W W
W W
W W
W W W
W W
W W
W W
W
W W W
T T
T T
T T
T
T T
T
X X X X X X X X X X X
X
XX
X X
X X
X X
X X
112.73
EX. RIM
114.79
EX. RIM
114.16
EX. RIM
10+00 11+00 12+00
+0
+3
113.01
TC
113.96
TC
112.98
TC
112.89
TC
112.56
TC
112.25
TC
113.94
EX TC
111.49
EX TC
114.81
TC
115.01
TC
115.53
TC
115.52
TC
114.48
FG
114.19
FG
114.83
FG
113.22
FG
112.22
FL
112.55
FL
111.85
FL
112.41
EX
115.68
TC
115.20
TC
114.94
FG
STA:10+00.00
MAIN DRIVE AISLE AT CENTERLINE
N:876296.9132 E:648046.6872
ST
A:1
0+
.50
EN
D T
RA
NS
ITI
ON
1.79%
2.22%
2.06% 1.08%
1.08%
2.0 0%
0.5 0%
114.72
FG
2.0 0%
2.0 0%
0.5 0%
114.64
FL
115.95
TC
115.67
TC
115.32
TC
115.16
TC
113.45
TC113.40
TC
113.38
TC
113.52
SW
112.01
TC
112.05
TC
111.26
EX SW
112.41
SW
112.03
EX SW
113.65
FG
114.39
TC
113.91
TC
114.45
TC
114.99
TC
114.73
FG
115.80
SW
116.25
SW
116.11
SW
115.65
SW
MA
IN
DR
IVE
AI
SL
E A T C
EN
TE
RL
INE
ST
A 1
1+
.20
MAIN DRIVE AISLE AT CENTERLINE
STA 11+77.20
2.00%
1.00%
0.5 0%
4.9 8%
+0
2.7 2%
114.03
SW
114.56
SW
115.11
SW
114.10
EX. RIM
115.83
RIM
+0
13+00
14+00
115.52
TC
116.06
TC
115.58
TC
116.53
TC
116.06
TC
116.13
TC
116.61
TC
116.56
TC
116.08
TC
115.41
TC
116.39
TC
116.32
TC 115.84
TC
115.58
FG
115.82
FG
115.65
FG
115.68
TC
115.20
TC
114.94
FG
2.00%
2.0 0%
0.5 0%
STA
:12
+53 .52
BEG
. V.
C.
STA:14+11.96
END V.C.
115.77
FG
116.51
TC
116.03
TC
114.34
EX. RIM
115.78
RIM
PVI STA: 13+32.74
PVI ELEV: 116.17
K: 100.00
LVC: 158.44
2.0 0%
2.00%
0.50%0.50% 116.50
TC115.95
TC
115.67
TC 116.22
TC
114.99
TC
114.73
FG
116.10
FG
116.05
FG
115.61
FG
115.64
FG
116.43
SW
116.43
SW
115.73
SW
115.73
SW
116.29
SW
116.05
SW
116.66
SW
116.52
SW
116.03
SW
115.80
SW
116.25
SW
116.11
SW
115.81
SW
115.73
SW
115.65
SW
2.0 0%
2.0 0%
0.50%0.50% 0.50% 4.93%4.98%
PVI STA:13+32.74
PVI ELEV:116.17
K:100.00
LVC:158.44
BV
CS
: 1 2+
.52
BV
CE
: 1
.31
EV
CS
: 1 4+
.96
EV
CE
: 1
.77
1.14% 2.06%
1.08%
1.08% -0.50%
-1.55% -4.20%
-2.00%
EXISTING GROUND
PROPOSED GRADEEX
. S
DM
H #
EX
. R
IM
:11 4.3
N:
.77
E:
.83
INV
. IN
: 1
.50
8"
PV
C N E
INV
OU
T:1
.40 8"
CI
P S
E
STA:13+02.15
ELEV:115.70
ADJUST MANHOLE RIM ELEVATION
CONSTRUCT CONCRETE ADJUSTMENT RINGS
ST
A:
+7
7.2
EL
EV
: 1
.48
CL
IN
TE
RS
EC
TIO
N
ST
A:
+0
0.0
EL
EV
: 1
.41
CL
IN
TE
RS
EC
TIO
N
ST
A:
+3
3.9
EL
EV
: 1
.48
CL
IN
TE
RS
EC
TIO
N
ST
A:
+2
1.9
EL
EV
: 1
.72
CL
GR
AD
E B
RE
AK
ST
A:
+6
0.5
EL
EV
: 1
.22
CL
EN
D T
RA
NS
CONSTRUCT CONCRETE APRON
PROPOSED GRADE
EXISTING GROUND
109.74
INV.
109.74
INV.
STA: 10+36.13
EX. WATERLINE
STA: 10+40.13
EX. WATERLINE
110.70
INV.
STA: 10+50.44
EX. TELECOMM
CONDUIT
W
W
W
W
XXXXXXXXXXXXXX
X
+0
15+00 16+00 16+34
114.81
TC
115.01
TC
115.53
TC
115.52
TC
115.41
TC
116.39
TC
116.32
TC
115.84
TC
115.62
TC
116.15
TC
115.36
FG
115.58
FG
114.48
FG
115.65
FG
115.08
FG
114.19
FG
114.83
FG
115.68
TC
115.20
TC
114.94
FG
1.0 8%
2.00%
0.50% 0.50%
0.5 0%
TC
114.72
FG
2.00%
2.00%
0.50%
2.0 0%
1.0 0%
0.50%
0.50%
0.50%
115.09
FL
114.64
FL
115.33
FG
116.50
TC
115.95
TC
115.67
TC
116.22
TC
115.61
TC
115.77
TC
115.32
TC
115.16
TC
114.45
TC
114.99
TC
114.73
FG
116.29
SW
116.05
SW116.66
SW
116.52
SW
116.03
SW
115.80
SW
116.25
SW
116.11
SW
115.81
SW
115.73
SW
115.65
SW
115.73
TC
114.86
FL
115.54
TC
MAIN DRIVE AISLE AT CENTERLINE
STA 11+77.20
MA
IN
DR
IVE
AI
SL
E A T C
EN
TE
RL
INE
ST
A 1
1+
.20
2.0 0%2.0
0%
1.0 0%
0.50% 0.50%0.50%4.93% 4.98%
114.56
SW
115.11
SW
F1 CIVIL STREET PROFILE
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
Revisions: Date:
ISSUED FOR
CONSTRUCTIONA/E:
TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202 315.484.5958 Mat Perkins
05/09/2022
MEP
550 North Reo Street, Suite 203 Tampa, FL 33609
(813) 289-4700 Nicholas Stephenson, PE
Structural 315 West James Street, Suite 102 Lancaster, PA 17603
(717) 481-2991 Jason Vannoy, SE, PE
Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001
(212) 967-4890 Corrine Tan, SE
620-334
CLC
2094 Albany Post Road, Montrose, NY 10548
NEW COMMUNITY LIVING
CENTER
CIVIL GRADING
PARKING ACCESS ROAD
PLAN AND PROFILE
CG201
STRUBLEPERKINS
HORIZ. 1"=20' VERT. 1"=2'
020' 20' 40'10'
SURVEY DISCLAIMER
SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND ,
PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C. CONSTRUCTION HAS
OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY
VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION.
CONTRACTOR TO PROVIDE UTILITY LOCATION SERVICE PRIOR TO EXCAVATION FOR
VERIFICATION OF LOCATION AND DEPTH OF ALL UTILITIES TO PROVIDE NON-INTERRUPTION OF
SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND TO AVOID DAMAGE THERETO.
UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR TO OBTAIN LOCATION OF
SAME SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE.
LIMITS OF CONSTRUCTION
BACK OF CURB
SIDEWALK
EXISTING NEW
SLOPE AND FLOW DIRECTION
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
STREET LIGHT
SEWER CLEAN-OUT
STORM DRAIN INLET
NOTE:
THE CONTRACTOR SHALL PROVIDE A "QUALIFIED SWPPP DEVELOPER" (QSD) WHO WILL BE RESPONSIBLE FOR DEVELOPING A STORMWATER POLLUTION PREVENTION PLAN FOR THIS PROJECT. THE QSD WILL ACT AS A DATA SUBMITTER FOR THE VA, WITH THE FILING OF THE NOTICE OF INTENT TO THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FOR COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT. THE CONTRACTOR SHALL BE RESPONSIBLE TO PAY ALL FEES ASSOCIATED WITH THIS PERMIT, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE NOTICE OF INTENT FILING AND ANNUAL FEES FOR MAINTAINING COVERAGE UNDER THIS PERMIT. THE CONTRACTOR WILL BE RESPONSIBLE FOR REVIEWING AND IMPLEMENTING THE PROVISIONS SPECIFIED IN THE SWPPP AND THE EROSION CONTROL PLANS. THE CONTRACTOR SHALL ALSO PROVIDE A "QUALIFIED SWPPP PRACTITIONER" (QSP) WHO WILL BE RESPONSIBLE FOR IMPLEMENTING THE SWPPP, AND WILL ASSIST THE VA IN THE FILING OF A NOTICE OF TERMINATION TO THE STATE WATER RESOURCES CONTROL
BOARD AT THE END OF THE PROJECT.
FLOW LINE
8' HIGH CONSTRUCTION FENCING
EXCAVATION NOTE
CONTRACTOR TO HAND DIG WITHIN 5' OF KNOWN UTILITIES.
MATCHLINE
C1 CIVIL STREET PLAN
1"=20'
MATCHLINE - STA:12+10.00
MA
TC
HL
INE
- S
TA
:12 +1
0.0
MATCHLINE - STA:14+42.50
MATCHLINE - STA:14+42.50
MATCHLINE -
STA:12+10.00
MA
TC
HL
INE
- S
TA
:14 +4
2.5
MA
TC
HL
INE
- S
TA
:12 +1
0.0
CONCRETE - STANDARD BROOM FINISH
CONCRETE - STAINED BROOM FINISH
DEDUCTIVE ALTERNATES
SEE SHEET CS103 FOR DEDUCTIVE ALTERNATES
1. EXCEPT AS PROVIDED HEREIN, GRADING SHALL BE PERFORMED AT THE ELEVATIONS AND IN ACCORDANCE WITH
THE DETAILS SHOWN ON SHEET CG501-CG506.
2. THE COST FOR REQUIRED CONSTRUCTION DUST AND EROSION CONTROL MEASURES SHALL BE INCIDENTAL TO THE
PROJECT COST.
3. ALL WORK RELATIVE TO FOUNDATION CONSTRUCTION, SITE PREPARATION, AND PAVEMENT INSTALLATION, AS SHOWN ON THIS PLAN, SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "GEOTECHNICAL INVESTIGATION", AS PROVIDED BY THE ARCHITECT OR OWNER. ALL OTHER WORK SHALL, UNLESS OTHERWISE STATED OR PROVIDED FOR HEREON, BE CONSTRUCTED IN ACCORDANCE WITH THE PROJECT, (FIRST PRIORITY) SPECIFICATIONS, AND/OR THE
TOWN OF CORTLANDT, MUNICIPAL CODE (SECOND PRIORITY).
4. EARTH SLOPES SHALL NOT EXCEED 3 HORIZONTAL TO 1 VERTICAL UNLESS SHOWN OTHERWISE.
5. IT IS THE INTENT OF THESE PLANS THAT THIS CONTRACTOR SHALL NOT PERFORM ANY WORK OUTSIDE OF THE
PROPERTY BOUNDARIES EXCEPT AS REQUIRED BY THIS PLAN.
6. THE CONTRACTOR IS TO ENSURE THAT NO SOIL ERODES FROM THE SITE ONTO ADJACENT PROPERTY OR PUBLIC RIGHT-OF-WAY. THIS SHOULD BE ACHIEVED BY CONSTRUCTING TEMPORARY BERMS OR SILT FENCE AT THE
PROPERTY LINES AND WETTING THE SOIL TO PROTECT IT FROM WIND EROSION.
7. A DISPOSAL SITE FOR ANY & ALL EXCAVATION MATERIAL, AND UNSUITABLE MATERIAL AND/OR A BORROW SITE CONTAINING ACCEPTABLE FILL MATERIAL SHALL BE OBTAINED BY THE CONTRACTOR IN COMPLIANCE WITH APPLICABLE ENVIRONMENTAL REGULATIONS AND APPROVED BY VA COR. ALL COSTS INCURRED IN OBTAINING A DISPOSAL OR BORROW SITE AND HAUL TO OR FROM SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO
SEPARATE MEASURE OR PAYMENT SHALL BE MADE.
8. PAVING AND ROADWAY GRADES SHALL BE +/- 0.1' FROM PLAN ELEVATIONS. PAD ELEVATIONS SHALL BE +/- 0.05'
FROM BUILDING PLAN ELEVATION.
9. DUST CONTROL REQUIRED THROUGHOUT CONSTRUCTION. SPECIAL CONSIDERATION TO BUILDING 5 AND ADJACENT CHILD CARE. SEE SPECIFICATION FOR DUST CONTROL SUBMITTAL REQUIREMENTS. COORDINATE WITH
COR.
05/09/2022
NOT TO SCALE VA STD. SD010000-01F8
VA OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT
U.S. Department of Veterans Affairs
TRIPLE C - THE A/E GROUP, LLC
.00
.00
.00
.00
.00
.00
(GENERAL CONTRACTOR)
NEW COMMUNITY LIVING CENTER
PROJ. NO. 620-19-334
2.0 0'
8.0 0'
2.0 0'
.00
3.0
0' 6.0
0' 3.0
0' 6.0
0' 6.0
0' 6.0
0' 6.0
0' 6.0
0' 6.0
0'
96.00'
CL
1.87' 44.13' 2.00'2.00' 43.87' 2.13'
PROJECT RENDERING
SITE CONSTRUCTION SIGN
PLAN VIEW
2" x 4" FRAMING
4" x 6"POSTS
FACE
96.00'
6.0 0'
4.00'
DEPTH & TYPE OF FOOTING
DETERMINED BY EXISTING
SOIL CONDITIONS.
NOT TO SCALE
PIPE
OD
12"
MIN
MAX
(TYP) 6"
SE
E
SH
EE
T
CU
"U
TI
LIT
Y
SE
PA
RA
TI
ON
N
OT
ES
FO
R
MI
NI
MU
M
CO
VE
R
RE
QU
IR
EM
EN
TS
MI
N
VA
RI
ES
AREAS WITHIN PUBLIC RIGHTS-OF WAY
TRENCH BACKFILL REQUIREMENTS
ABOVE PIPE ZONE - TYPE II AGGREGATE
BASE BACKFILL COMPACTED TO 90% OF
MAX DENSITY, OR CLSM
EXIST GRADE
4" MIN
BEDDING
PIPE ZONE (INCLUDING BEDDING)
PIPE SIZES 24" AND SMALLER:
TYPE II AGGREGATE BASE BACKFILL
COMPACTED TO 90% OF MAX DENSITY,
OR CLSM
PIPE SIZES LARGER THAN 24" CLSM
ONLY (SEE SPECS)
IN AREAS OF EXCESSIVE GROUND WATER OR POOR SUBGRADE MATERIAL,
USE DRAIN BACKFILL SECTION TO A MAXIMUM DEPTH OF 18" FOR
STABILIZATION.
B3
NEW 4" THICK CONCRETE
SLAB-ON-GRADEEXISTING
CONCRETE SLAB
6"
COMPACTED
SUBGRADEEXISTING SUBGRADE,
DO NOT DISTURB
3/8" EXPANSION JOINT
PAD & SEALANT
NO. 4 BARS @ 12" O.C.
DRILL & EPOXY INTO
EXISTING SLAB
6" 6"
NOT TO SCALEA5
NOT TO SCALE VA STD. SD320523-18
NOTES:
1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER
ADJACENT STRUCTURES.
2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL
EXTEND THE FULL DEPTH OF THE CONCRETE.
3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A
SPACING THAT MATCHES THE ADJACENT CURB.
4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS.
5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF
SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.
6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE
BRUSH IN A TRANSVERSE DIRECTION.
7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.
1" [25mm]
SCORED OR SAWCUT
CONTRACTION JOINT.
TOP OF CURB
1/4" [6mm] DEEP
SCORED JOINTS
1/4" [6mm] R. (TYP.)
FORMED JOINTS
ONLY
CLASS "B"
CONCRETE
EXPANSION JOINT WITH 1/4"
[6mm] BITUMINOUS JOINT
FILLER
1% MIN. 2%
MAX.
1% MIN.
2% MAX.
5" M
IN
VARIES PER PLANS 0' MIN.
10.5' MAX.
[3200mm]
TYPICAL SECTION
EXPANSION AND SCORED JOINT DETAIL
[5m m]3/1
6"
5" (T
YP
60' MAX.
[18288mm]
EXPANSION JOINT TO EXPANSION JOINT
60' MAX.
[18288mm]
EXPANSION JOINT TO EXPANSION JOINT
SEE NOTE 7
(TYP) PL
AN
S P
ER
P
ER
PL
AN
S
PLAN
'A'
C5
2" [51mm] R.
H=DESIGN REVEAL
NOTES:
1. ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 2,500 PSI.
2. MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15' [4572mm].
3. 1/2" [13mm] THICK EXPANSION JOINTS SHALL BE LOCATED AT TANGENT
POINTS IN CURB RETURNS, TRANSITIONS, AND AT A MAXIMUM OF 60'
[1828.8cm] INTERVALS. EXPANSION MATERIAL SHALL ALSO BE PLACED
BETWEEN CURBS AND ADJACENT STRUCTURES, SIDEWALKS, DRIVEWAYS
AND CURB ACCESS RAMPS. THE 1/2" [13mm] JOINT FILLER SHALL EXTEND
THE FULL DEPTH OF THE CONCRETE.
4. CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL FOLLOWED BY
BRUSHING WITH A FINE BRUSH ALONG THE LENGTH OF THE CURB OR CURB
AND GUTTER.
5. SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF FORMS OR MAY BE
SLIP FORMED.
6. ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL BE FINISHED WITH A
TOOL HAVING A 1/4" [6mm] RADIUS UNLESS A LARGER RADIUS IS INDICATED
BY THE APPLICABLE STANDARD DETAIL OR PROJECT PLANS.
7. FOR REVEALS OF 6" [152mm] TO LESS THAN 8" [203mm].
8. FOR REVEALS OF 8" [203mm] TO 10" [254mm].
6 TO 1 (MAX.)
TOP OF CURB
1/2" [13mm]
BITUMINOUS JOINT
FILLER
3/4" R.
[19mm]
ROADWAY & PAVEMENT
WIDTH
CONCRETE VERTICAL CURB
[241mm]
NOTE 7
9 1/2"
[254mm]
NOTE 8
10"
[40 6m m]
NO
TE
[35 6m m]
NO
TE
6" [152mm]
"H
1:4 CURB
BATTER
CONCRETE CURB TERMINAL SECTION 6"
M
IN
[15 2m m]
PAVEMENT
SURFACE
DESIGN END OF CURB
B1
RAMP CURB HEIGHT TO MATCH
ADJACENT BACK OF SIDEWALK
ELEVATION
ROUGH BROOM FINISH USE RIPPLE
PATTERN
RAMP CURB
8'-0" [2.4m]
8'-0" [2.4m]
SIDEWALK RAMP
GUTTER
1/2" [13mm]
2'-6" [760mm]
MATCH GUTTER
FLOW LINE TC=0"
2' R [609mm]
1/4" R [6mm] TRUNCATED DOME (TYP)
DETECTABLE WARNING STRIP
ROUGH BROOM FINISH
USE RIPPLE PATTERN
2'-6" [760mm]
TRUNCATED DOME DETAIL
ELEVATION
DEPRESSED CURB AT SIDEWALK RAMP
PERSPECTIVE
E1
SIDEWALK
PLAN
LC
SECTION A SECTION B
LC
[2438mm] 8'
[1524mm] 5'
[60 mm
6' [1829mm]
B A A
4' [1219mm]
5' [1524mm]
1' [305mm]
3' [914mm]TOP OF CURBGUTTER
[15 2m m] 6"
PAVEMENT
WALK FLUSH
WITH CURB
1/2" [13mm]
EXPANSION JOINT
B
A
TOP OF CURB
[1524mm] 5'
CU
RB
G
UT
TE
R
4" [102mm] PAINTED
DIAGONAL LINES
LC
1' [305mm]
CROSS SLOPE OF
GUTTER SAME AS
PAVEMENT
2' MODIFIED
CURB &
GUTTER
6" [152mm]
NOT TO SCALEA6
4 #6 Continuous
8"8"
2" C
I
6.5
2' W
ID
TH
6"
3' W
ID
TH
1'-1.5' - PER PLAN CG101
2'-3' - PER PLAN CG101
APPROVED BY THE COR
#4 BARS AT 16" CENTERS,
BOTH WAYS SUPPORTED
BY NON-FERROUS CHAIRS
R = SEE PLAN
SEALANT DETAIL
FINISHED ASPHALT CONCRETE SURFACE TO BE FLUSH WITH CROSS GUTTER LIP.
SECTION A-A
ADJACENT SPANDREL SHALL BE 6" THICK P.C.C.
NOTES:
2.
1.
2" CLR. (TYP.)
3"
6" 6"
C
LR
AGGREGATE BASE
CONCRETE - SEE NOTE NO. 2
A
3/4"
#4 BARS AT 16" O.C.
JOINT DETAIL
1" TYP.
5'-6"
EACH WAY
2" CLR.
12"
3" 3"
SILICONE SEALANT
1'-6"
5/8" BACKING ROD
BOND BREAKER OR
PLAN
2'
"R"
JOINT FILLER
1/2" PREMOLDED EXPANSION
1'-6"
7'
FLOWLINE
A END PLUG. GREASE REINFORCING STEEL
PRIOR TO PIPE INSTALLATION
2'
STANDARD 1/2" PVC PIPE
1/ 4"
1/2"
1/ 4"
E3
E5
BACK OF CURB
PLAN
TYPICAL SECTION
FLOWLINE
WEAKENED
PLANE JOINTS
10' (TYP.)
10'
1"
17"6"
7"
NOTES:
1. 1" BATTER ON GUTTER FACE OPTIONAL.
2. WHERE LONGITUDINAL SLOPE IS LESS THAN
0.4%, THE FLOW LINE SHALL BE WATER
TESTED.
1/2" R
12"
6" 1"
1/4"
1" R
CONCRETE
1/2" R
1"
25"
1-1/2" 4-1/2"
4-1/2" 6"
1-1/2"
SEE
NOTE 1
1/2" EXPANSION JOINT AT ALL COLD JOINTS, AT
BEGINNING AND END OF RETURN AND AT 300'
MAX. INTERVALS FOR EXTRUDED CURB AND 30'
MAX. INTERVALS FOR FORMED CURB.
F5
9' MIN.9' MIN.
5'
8' MIN. 8' MIN.
[2743mm] [2743mm] [2438mm] [2438mm]
1.
2.
3.
ACCESSIBILITY SIGNS WALK4" [102mm] PAINTED DIAGONAL
LINES
[1524mm] 5'
[1524mm] 5'
[1524mm]
SEE SITE AND ENGINEERING DESIGN MANUAL FOR PARKING BAY WIDTHS.
SEE VA BARRIER FREE DESIGN HANDBOOK H-08-13 FOR ACCESSIBLE SPACE QUANTITIES AND
SIGNAGE.
ACCESSIBLE SPACE FOR VANS MUST BE 11' [3300mm] WIDE WITH 5' [1524mm] ACCESS AISLES AND BE
DESIGNATED FOR VANS ONLY.
NOTE:
REGULAR SPACES ACCESSIBLE SPACES
' M
IN
.-2
0'
MA
X.
[54 mm
M
IN
.-6
6m m
MA
X.
[3 m m
CO
MB
IN
AT
IO
N
CU
RB
GU
TT
ER
/W
HE
EL
S
TO
P
PE
R
DE
TA
IL
7-
ACCESSIBILITY SYMBOL4" [102mm] PAINTED PARKING
STALL LINES
F3
6" 6" 3'-
6"
2' 2'
NOT TO SCALEB8
4"x4" WOOD POST
BURIED 6"
4"x4" WOOD CONNECTING
BETWEEN POSTS
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
Revisions: Date:
ISSUED FOR
CONSTRUCTIONA/E:
TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202 315.484.5958 Mat Perkins
05/09/2022
MEP
550 North Reo Street, Suite 203 Tampa, FL 33609
(813) 289-4700 Nicholas Stephenson, PE
Structural 315 West James Street, Suite 102 Lancaster, PA 17603
(717) 481-2991 Jason Vannoy, SE, PE
Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001
(212) 967-4890 Corrine Tan, SE
620-334
CLC
2094 Albany Post Road, Montrose, NY 10548
NEW COMMUNITY LIVING
CENTER
CIVIL DETAIL SHEET 1
CG501
STRUBLEPERKINS
GUTTER
NOTES:
1. PROTECTION DETAIL TO BE USED AT ALL ABOVE GROUND
PROTECT IN PLACE LOCATIONS
2. CONTRACTOR TO REMOVE PROTECTION UPON
COMPLETION OF PROJECT OR WHEN APPROVED BY THE
VA COR.
05/09/2022
VA
RI
ES
12"
NOT TO SCALE VA STD. SD260541-04B3
(8
SECTION "A-A"
SECTION "B-B"
SL
OP
E
SLO
PE
SLOPE
VA
RI
ES
(5'-0") 1930mm
(6'-4")
(8") 1524mm
SUMP
305x305mm (12"x12")
203mm
3m m
(6
(1 2"
) M
IN
(8
1524mm (5'-0")
3m m (8 mm (7
'-4
(3") 76mm
(8 '-0
(8
3m m
(9 '-4
(8
3m m mm mm
BB PULLING
IRON
CONC.
ENVELOPE
GROUND ROD
SLEEVE
PULLING
IRON
CABLE STANCHION PER
SECTION 26 05 41.
SUMP 305mm (12")
SUMP FRAME
& COVER
(3 '-0
5m m
915mm (3'-0")
GENERAL NOTE:
INCLUDE ALUMINUM LADDER
(NOT SHOWN FOR CLARITY)
TOP VIEW
965mm965mm (3'-2")
1930mm (6'-4")
(3'-2")
(5 '-6
(3
'-1 0"
(9 '-4 mm mm mm
AA
GROUND ROD PER
SECTION 26 05 26.
GRAVEL SUMP
0.764 CUBIC METERS (1 CUBIC YARD) 19mm
(3/4")
FINISHED
GRADE
GRADE RINGS AS REQ'D TO
MATCH CIVIL FINISHED
GRADE ELEVATION. CABLE
STANCHION
2m m
5m m
3m m
NOT TO SCALE VA STD. SD320523-01C5 NOT TO SCALEC8
1.
2.
3.
4.
5.
NOT TO SCALEF1 NOT TO SCALEF6
NOT TO SCALEE8
FABRIC SCREEN
NOT TO SCALEF8
2.0' - 4.0'
SEE SHEET CG101
4:1 MAX
GRADE TO SIDEWALK
SEE GRADING PLAN CG101
GRADE TO BUILDING
SEE GRADING PLAN CG101
4:1 MAX
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
Revisions: Date:
ISSUED FOR
CONSTRUCTIONA/E:
TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202 315.484.5958 Mat Perkins
05/09/2022
MEP
550 North Reo Street, Suite 203 Tampa, FL 33609
(813) 289-4700 Nicholas Stephenson, PE
Structural 315 West James Street, Suite 102 Lancaster, PA 17603
(717) 481-2991 Jason Vannoy, SE, PE
Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001
(212) 967-4890 Corrine Tan, SE
620-334
CLC
2094 Albany Post Road, Montrose, NY 10548
NEW COMMUNITY LIVING
CENTER
CIVIL DETAIL SHEET 2
CG502
STRUBLEPERKINS
NOT TO SCALEB1
NOT TO SCALEC1
EMERGENCY
VEHICLE
ONLY
3"
8"
FENCE AND POST
FINISH GRADE SEE
SHEET CG101
CONCRETE FOOTING
SLOPE TOP
8" DIAMETER - OR AS
REQUIRED BY FENCE
MANUFACTURER
STANDARD
COUPLING
GREASE PIPE ABOVE
COUPLING
-0
" T
OP
O F
FE
NC
E 3'-
0" M
IN
FABRIC SCREEN
-SEE DETAIL C1, THIS SHEET
PIPE BOLLARD
-SEE DETAIL C1, SHEET CG506
4'-0"
SEE SPECIFICATION 26 05 41 SECTION 3.3.D FOR
DUCT CONNECTION TO NEW MANHOLE.
SEE DETAIL C3, THIS SHEET AND SPECIFICATION
26 05 41 SECTION 3.3.E FOR DUCT CONNECTION
TO EXISTING MANHOLE.
BREAK THE STRUCTURE WALL OUT
TO THE DIMENSIONS REQUIRED AND PRESERVE
THE STEEL IN THE STRUCTURE WALL.
CUT STEEL AND EXTEND
INTO THE DUCT BANK ENVELOPE.
CHIP THE PERIMETER SURFACE OF THE
DUCT BANK OPENING TO FORM A KEY
OR FLARED SURFACE,
PROVIDING A POSITIVE CONNECTION
WITH THE DUCT BANK ENVELOPE.
NOT TO SCALEC3
05/09/2022
12" X WIDTH OF LANE
WHITE THERMOPLASTIC STOP BAR
8'-4" WHITE PAINTED "STOP" PAVEMENT MARKINGS
PER BELOW
4'
MI
N.
NOT TO SCALEB3
TYPICAL CROSSWALK
STRIPING DETAIL
2' TYP
10' TYP
2'
TY
P
5' TYP
4' MIN
2' WIDE BARS
TO BE CENTERED
BETWEEN LANE
LINES AND ON
LANE LINES
(TYP)
MEDIAN
ISLAND
(AS APPLICABLE)
LANE LINES
3' MIN
NOT TO SCALEB1
NOTE:
FIELD LEVEL DOME
COVERAGE = 41 POINTS PER
SQUARE INCH
INTERNAL EMBEDMENT FLANGE @ 3"
[76mm] C/C (SEE PLAN FOR
ORIENTATION)
90° POINTS 0.045"
[1mm] HIGH
INTERNAL EMBEDMENT FLANGE @ 3"
[76MM] C/C (SEE PLAN FOR
ORIENTATION)
0.625"Ø HOLE THROUGH EMBEDMENT
FLANGES (3 PER FLANGE) AS SHOWN ON
REFLECTED PLAN
0.625"[16mm]Ø HOLE
THROUGH EMBEDMENT
FLANGES (3 PER FLANGE)
INTERNAL
EMBEDMENT
FLANGE 7 PER
TILE
0.1875"Øx0.0625" DEEP [5mmØx1mm] DOME
UNDERSIDE OF TILE
SECTION B-B
SECTION A-A
DETAILPLAN - TILE REFLECTED PLAN - TILE
[79mm] 3.125"3"
[76mm]
0.1875" [5mm]
3.125" [79mm]
0.1875" [5mm]
0.2 0"
[5m m]
1.3
[35 mm
0.20" [5mm]
0.20" [51mm]
0.45" [11mm]
0.45" [11mm]
1.26" [32mm]
1.67" [42mm]
1.67" [42mm]
24.625" [625mm]
TILE FILLED WITH STRUCTURAL
POLYMER CONCRETE
0.625" [16mm]Ø HOLE
EMBEDMENT FLANGES AS
SHOWN IN PLAN
0.0 6"
[2m m]
0.2 5"
[6m m]
0.3 75"
R [10 mm]
90° POINTS 0.045"
[1mm] HIGH0.20"
[5mm] 0.20"
[51mm] 0.45" [11mm]
0.45" [11mm]
1.26" [32mm]
1.67" [42mm]
1.67" [42mm]
24.625" [625mm]
0.3 75"
R [10 mm]
0.1875" [5mm]
0.1 5" [4m m]
1.3
[35 mm
0.7 0"
[18 mm
0.2 7"
[7m m]
0.9 5"
[24 mm
1.6
7"
2.3 5"
[60 mm]
0.40" [10mm]
1.26" [32mm]
0.0
8" [2m m] 0.9
0" [23 mm
0.4 0"
[10 mm
[42 mm
1.67" [42mm]
0.0
8" [2m m]
0.0
8" [2m m] 0.0
8"
[2m m]
0.0625" [1mm]B B
A
A
1.26" [32mm]
1.26" [32mm]
14 DOMES @ 1.67"
[42mm] SPACING C/C
24.625" [625mm]
1.2 6"
[32 mm
1.2
6" [32 mm
D
OM
ES
1.
[42 mm
] S
PA
CI
NG
C /C
.62
5" [62
5m m]
SEE DETAIL
RIGHT
1.26" [79mm]
3.125" [79mm]
7 FLANGES @ 3"
[76mm] SPACING C/C
24.625" [625mm]
1.8
[5m m] 1.2
6" [32 mm
8.0 0"
[20 3m m]
.62
5" [62
5m m]
8.0 0"
[20 3m m] 0.7
5" [19 mm
0.625" [16mm]
1.238" [31mm]
DETECTABLE WARNING NOTES:
THE DETECTABLE WARNING STRIP MUST COVER THE
ENTIRE WIDTH OF THE RAMP OPENING, EXCLUDING THE
WINGS. ALL DOMES MUST BE ALIGNED IN THE DIRECTION OF
TRAVEL. ONE CORNER OF THE LEADING EDGE OF THE
DETECTABLE WARNING MAY BE MORE THAN 5 FEET FROM
THE BACK OF THE CURB. WHEN LOCATED ALONG A CURB
RETURN, THE LEADING EDGE OF THE DETECTABLE
WARNING MAY BE DEIFNED BY THE CHORD DRAWN
BETWEEN THE LEADING EDGES OF THE RAMP OPENING.
NOT TO SCALE VA STD. SD320523-20C7
MATERIALS:
1. PERFORATED POSTS SHALL BE SQUARE TUBE FORMED FROM 0.105 U.S.S. GAUGE
ASTM A-366 COLD ROLLED CARBON STEEL. THE SQUARE TUBES SHALL BE WELDED
DIRECTLY IN THE CORNER BY HIGH FREQUENCY RESISTANCE WELDING OR EQUAL.
THE POSTS SHALL BE EXTERNALLY SCARFED TO AGREE WITH STD. CORNER RADII OF
5/32" [4mm] TO 1/64" [.3mm].
2. PERFORATED POSTS SHALL BE GALVANIZED TO CONFORM TO ASTM A-525. COATING
DESIGNATION G-90.
3. ALL HARDWARE SHALL CONFORM TO ASTM A-307 CLASS A.
4. ALL HARDWARE SHALL BE GALVANIZED TO CONFORM TO ASTM A-153 OR CADMIUM
PLATED TO CONFORM TO ASTM A-165.
5. ALL CONCRETE SHALL BE 2500 PSI.
NOTES:
1. FOUNDATION WILL BE CONSTRUCTED WITH 1 3/4"x1 3/4" STARTER SIGN POST.
STARTER SIGN POST SHALL BE REMOVED AFTER CONCRETE HAS SET AND EXPOSED
SQUARE TUBING WRAPPED AND SEALED WITH DUCT TAPE.
2. FOUNDATION LOCATED 1' FROM EDGE OF PAVEMENT.
3. FOUNDATION LOCATION TO BE APPROVED BY ENGINEERING.
4. POST FOUNDATIONS SHALL BE PERPENDICULAR TO THE PAVED SURFACE.
5. BOLT WITH NUT AND LOCK WASHER TO BE 7/16"x3" GALVANIZED.
6. REFER TO SIGN POST LOCATION DETAIL, DETAIL 4, THIS SHEET FOR INSTALLATION
LOCATION.
7/16" [10mm] HOLE DIAMETER SPACED AT 1" [25mm] 0.C.
EXPANSION
MATERIAL TYP. IN
CONCRETE AREAS.
FINISH WITH
LANDSCAPE
MATERIAL.
FINISHED
GRADE
4" [100mm]
12" SQUARE
[300mm]
8" [2 m m
2 1 /2"
[6 3m m
[5 0m m
12" SQUARE
[300mm]
2 1 /2"
[6 3m m
[1 m m
]12
[3 m m
2'- 2 1
/2" [6 m m
2'- 8 1
/2" [8 m m
[1 m m
2"x2" [50x50mm]
PERFORATED POST
2 1/4"x2 1/4" [57x57mm]
PERFORATED POST
1 3/4"x1 3/4" [40x40mm]
PERFORATED POST 2'-
9"
[8 m m
8" SQUARE
[200mm]
[2 5m m ] 1
[2 5m m
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
Revisions: Date:
ISSUED FOR
CONSTRUCTIONA/E:
TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202 315.484.5958 Mat Perkins
05/09/2022
MEP
550 North Reo Street, Suite 203 Tampa, FL 33609
(813) 289-4700 Nicholas Stephenson, PE
Structural 315 West James Street, Suite 102 Lancaster, PA 17603
(717) 481-2991 Jason Vannoy, SE, PE
Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001
(212) 967-4890 Corrine Tan, SE
620-334
CLC
2094 Albany Post Road, Montrose, NY 10548
NEW COMMUNITY LIVING
CENTER
CIVIL DETAIL SHEET 3
CG503
STRUBLEPERKINS
LIGHT POLE PER LIGHT FIXTURE
SCHEDULE
3"x5" [76x127mm] REINFORCED HAND HOLE
WITH TAMPER RESISTANT SCREWS.
PROVIDE IN-LINE SCREW-TYPE FUSE
HOLDER(S) WITH FUSE(S).
POLE GROUNDING STUD
2-PIECE BOLT COVER PLATE.
PVC CONDUIT ADAPTER COUPLING
PVC CONDUIT
RIGID STEEL CONDUIT
1" EMPTY CONDUIT WITH CAP
(WHERE SHOWN ON PLANS)
FINISHED GRADE
ANCHOR BOLTS PER POLE MANUFACTURER'S
REQUIREMENTS WITH LEVELING NUTS
ABOVE & BELOW BASE PLATE
" [76 mm
2'- 0"
M
IN
[61 0m m]
UNDISTURBED SOIL OR
SELECT BACKFILL
COMPACTED, SEE NOTE
BELOW.
#4 BARE COPPER GROUND
20FT COILED BELOW BASE
CONCRETE BASE &
REINFORCING STEEL, SEE
NOTE BELOW.
NOTE:
BACKFILL, CONCRETE, REINFORCING STEEL, AND ANCHOR BOLTS ARE SHOWN FOR REFERENCE ONLY.
STRUCTURAL DESIGN IS SHOWN ON STRUCTURAL DRAWINGS.
NOT TO SCALE VA STD. SD265600-02B5
NOT TO SCALE
SIDEWALK
0.50%
0.50%
6" PVC S.D. 0.50% MIN.
4:1MAX.
4:1
MAX.
4'W x 3'L x 6"D - RIVER ROCK D50 = 3" 4'W x 3'L x 6"D - RIVER ROCK
D50 = 3"
6" 6"
E5
SECTION A-A SECTION B-B
NOTES:
1. ( ) INDICATES DIRECTION OF FLOW.
2. DIMENSION 'B' EQUALS 'A'+1' [305mm].
3. 1/2" [13mm] THICK STEEL DIAMOND PLATE ASTM A-36. STEEL
DIAMOND PLATE SHALL BE GIVEN ONE SHOP COAT OF PAINT
NO.1 PER VA SPECIFICATIONS. EXPOSED METAL SHALL BE
PAINTED WITH TWO COATS OF SSPC PAINT NO. 5 PER VA
SPECIFICATIONS.
4. 'H' EQUALS CURB FACE HEIGHT. DIMENSION TO BE NOTED ON
PLANS OR ESTABLISHED IN THE FIELD.
5. FOR CURB AND GUTTER, USE 2' [610mm] TRANSITIONS TO
VERTICAL CURB.
6. FOR MULTIPLE SCUPPERS PROVIDE 4" [100mm] BETWEEN
ADJACENT PANELS OF STEEL DIAMOND PLATE. INTERMEDIATE
POSTS FOR BARRICADE RAILINGS SHALL BE PLACED MIDWAY IN
4" [100mm] AREA BETWEEN ADJACENT PANELS.
7. STEEL DIAMOND PLATE SHALL BE DELIVERED AS ONE PIECE,
CONFORMING TO THE REQUIRED SCUPPER DIMENSIONS.
PLATES SHALL NOT BE SPLICED.
8. PROVIDE A MIN. 1" [25mm] LIP BETWEEN FLOW LINE OF SCUPPER
AND PAVEMENT SURFACE.
LP
LP
VARIES
B
A A
B
EXPANSION JOINT
CURB
6" [150mm]
SIDEWALK
PER PLANS
1' MIN.
[305mm]
1'(
TY
P) [30
5m m]
"(T
YP
[45 5m m]
STEEL
DIAMOND PLATE ASTM
A-36
3/8" [10mm]
FLATHEAD STAINLESS STEEL CAP
SCREW COUNTERSINK (8 EACH MIN.
PER SIDE)
CARRY PLATE TO TOP
FRONT FACE OF CURB
DEPRESSED CURB BARRACADE RAILING
PLAN
SLOPE PER PLANS
VARIES
SLOPE PER PLANS[15
0m m] 6"
[10 0m m]
STEEL DIAMOND PLATE
CLASS "B" CONCRETE 1/4" [6mm] R
SCUPPER FOUNDATION SHALL CONFORM TO STANDARD CURB CROSS
SECTION BELOW PAVEMENT
GUTTER
FLOWLINE
PAVEMENT SERVICE
NO
TE
'H
[760mm]
2'-6" MAX.
'A' 2" 2"
[50mm][50mm]
CLASS "B" CONCRETE
EXPANSION JOINT
(TYP)
[10 0m m]
4"SEE DETAIL
BELOW
[100mm] 4"
[100mm] 4"
[10 0m m] 4"
SEE NOTE 3
[255mm] 10"
'B' (SEE NOTE 2)
1/8" [3mm]
3/8" [10mm] FLATHEAD STAINLESS
STEEL CAPSCREW COUNTERSUNK
(6 EACH SIDE MIN.)
L 2"x2"x1/4" [50x50x6mm]
TYP. BOTH SIDES
#4 [No. 13] REBAR, 4" [100mm]
LONG
3 EACH SIDE MIN.
3/16" [5mm]
DETAIL
(N
OT
E 4)
NOT TO SCALE VA STD. SD320523-08E7
12" 12"
F1 NOT TO SCALE
1.
2.
3.
4.
5.
6.
EQUIPMENT.
MINIMUM 12" THICK
CONCRETE SLAB ON
SUBGRADE.
#5 AT 12" O.C. EACH WAY TOP
AND BOTTOM.
TOOLED EDGE.
EXISTING GROUND
SUBBASE COMPACTED TO 90%
3 2" CL
R
6"
NOTE:
COORDINATE EQUIPMENT PAD
EDGE DIMENSION AND
DIMENSION ABOVE FINISHED
FLOOR REQUIREMENTS WITH
MECHANICAL DRAWINGS.
10" MIN
1'-
CLEAN 3/4" CRUSHED ROCK
8"
3" CL
R8"
24"
#5 BAR @ 24" O.C.
7. GENERATOR PAD TO HAVE 4'
CLEAR ON SERVICE SIDE
05/09/2022
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
Revisions: Date:
ISSUED FOR
CONSTRUCTIONA/E:
TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202 315.484.5958 Mat Perkins
05/09/2022
MEP
550 North Reo Street, Suite 203 Tampa, FL 33609
(813) 289-4700 Nicholas Stephenson, PE
Structural 315 West James Street, Suite 102 Lancaster, PA 17603
(717) 481-2991 Jason Vannoy, SE, PE
Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001
(212) 967-4890 Corrine Tan, SE
620-334
CLC
2094 Albany Post Road, Montrose, NY 10548
NEW COMMUNITY LIVING
CENTER
CIVIL DETAIL SHEET 4
CG504
STRUBLEPERKINS
NOT TO SCALEC1
ROOF SLAB REINFORCING DESIGNED
TO WITHSTAND HS-25 LOADING.
1'-0" 8"
48" DIA.
48" DIA. 5"
SEE STEP
DETAIL
8"8"
8"
BASE SECTION
2',3',4' OR 5' HGT.
RISER SECTION
1',2',3' OR 4' HGT.
CONE SECTION
3'-0"(30" OP'N)
5"
12" MAX.
5"
4"
JOINT DETAIL
(TYP.)
BUTYL RUBBER JOINT
SEALANT PER FED'L.
SPEC. NO. SS-S-00210.
STEP DETAIL
12" O.C.
6" MIN.
0.12 SQ. IN. PER LIN. FT. BOTH WAYS.
AREA OF CIRCUMFERENTIAL STEEL
0.12 SQ. IN. PER LIN. FT.
SECTION WITH ROOF SLAB
SECTION WITH CONECOARSE AGGREGATE #57
BY CONTRACTOR IN THE FIELD.
5 7/8"MA INDUSTRIES MODEL #PS2-PF
STEEL REINFORCED COPOLYMER
POLYPROPYLENE PLASTIC STEP(OR
EQUAL) PER ASTM D2146 TYPE II,
GRADE 16906.
EITHER OVERSIZED
HOLES OR SPECIAL
CONNECTIONS INTO
WALLS, ANGLE AND
ELEVATION TO SUIT.
POURED INVERTS (CHANNEL & BENCH) BY A&R AVAILABLE UPON
REQUEST WHEN PIPE SIZE IS 8" DIA.
4'-0" DIAMETER MANHOLES
(CONSEAL MODEL CS-102)
FRAME & COVER SUBMITTAL BY
CONTRACTOR
AREA OF CIRCUMFERENTIAL STEEL
0.12 SQ. IN. PER LIN. FT.
NOTES:
1) DESIGN IN ACCORDANCE WITH AASHTO 17TH ED.
2) LIVE LOAD = A-20 (AASHTO HS25)
3) EARTH FILL FOR DESIGN = 24"
4) CONCRETE STRENGTH = 4,500 PSI
5) REINFORCING STEEL - ASTM A615, GRADE 60
6) WELDED WIRE REINFORCING - ASTM A1064, GRADE 65
SMOOTH.
7) MATERIALS AND MANUFACTURING SHALL CONFORM TO
ASTM C913 .
8) LIFTING AND HANDLING SHALL CONFORM TO OSHA
STANDARDS.
9) PRECAST MANHOLE TO BE CONSTRUCTED AND
REINFORCED IN ACCORDANCE WITH ASTM C-478-90b
MANHOLE REQUIREMENT CHECKLIST:
PIPE TO MH CONNECTOR - □ HOLE THRU
□ BOOT (KOR-N-SEAL)
□ ECONSEAL (EQ. TO A-LOK)
COATING - □ YES;□ INTERIOR, □ BITUMINOUS
□ EXTERIOR, □ EPOXY
□ NO
ROOF OPENING - □ 24" Dia.; □ 30" Dia.
6" BASE EXT. REQUIRED? □ YES; □ NO
4'-0"(24" OP'N)
BASE EXTENSION AS NEEDED FOR BUOYANCY
CONCRETE VERT. CURB
PER VA STD. SD320523-17
SEE DETAIL B1 SHEET CG501
3'
CONC.
SWALE 24.5'
POROUS ASPHALT - PARKING STALLS
SEE DETAIL C7, SHEET CG506
VERTICAL CURB AND
MODIFIED CURB AT CURB OPENING
SEE DETAILS B1 AND E5 SHEET CG501
16.5' 18'
POROUS ASPHALT - DRIVE AISLE
SEE DETAIL C7, SHEET CG506
CONCRETE SWALE
SEE DETAIL A6 SHEET CG501
EXTERIOR BUILDING WALL
FF=116.50'
6"
VARIES - SEE SHEET CS101
5' MIN.
18"x18" CATCH BASIN
SEE DETAIL E5, THIS SHEET
FOR LOCATIONS - SEE SHEET CU101
VARIES - SEE
SHEET CS101
SIDEWALK
WIDTH AND SLOPE
VARY
SEE SHEETS CS101
AND CG101
VARIES
5% MIN
VARIES
FINISHING PIPE ENTRIES:
CONNECTIONS BETWEEN THE STRUCTURE AND PIPE SHALL BE MADE BY
EITHER USING A RESILIENT CONNECTOR MEETING THE REQUIREMENTS OF
ASTM C1478 OR BY COMPLETELY FILLING THE SPACE AROUND EACH PIPE
WITH CONCRETE GROUTING MATERIAL OR CONCRETE REPAIR MATERIAL
POROUS ASPHALT - PARKING STALLS
SEE DETAIL C7, SHEET CG506
05/09/2022
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
Revisions: Date:
ISSUED FOR
CONSTRUCTIONA/E:
TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202 315.484.5958 Mat Perkins
05/09/2022
MEP
550 North Reo Street, Suite 203 Tampa, FL 33609
(813) 289-4700 Nicholas Stephenson, PE
Structural 315 West James Street, Suite 102 Lancaster, PA 17603
(717) 481-2991 Jason Vannoy, SE, PE
Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001
(212) 967-4890 Corrine Tan, SE
620-334
CLC
2094 Albany Post Road, Montrose, NY 10548
NEW COMMUNITY LIVING
CENTER
CIVIL DETAIL SHEET 5
CG505
STRUBLEPERKINS
TYPICAL SECTION
NOTES:
1/2" R
6"
6" 1"
1/4"
HOLDING GUTTER
1/2" R
1"
25"
6"
1" R
17"
CONCRETE
1"
1/2"
5-1/2"
SEE NOTE 2
WHERE REQUIRED
FOR DRAINAGE
1. CONTINUOUS NO. 4 BAR REQUIRED IN NOSE OF
MEDIAN ONLY.
2. 1" BATTER ON GUTTER FACE OPTIONAL.
BACK OF CURB
PLAN
FLOWLINE
WEAKENED
PLANE JOINTS
10' (TYP.)
10' 17"6"
7"
1/2" EXPANSION JOINT AT ALL COLD JOINTS, AT
BEGINNING AND END OF RETURN AND AT 300'
MAX. INTERVALS FOR EXTRUDED CURB AND 30'
MAX. INTERVALS FOR FORMED CURB.
C4
PO
ST
A
BO
VE
G
RO
UN
D
OPENING
GATEGATE
GA
TE
AP
PR
OX
0.0 3'
0.1 1'
0.0 5'
LATCH
0.625"-1.5"
LATCH
0.500"-1.656"
HINGE
0.500"-1.656"
HINGE
Opening Gate Post Dimensions
PostPanel
77" 12' 4" x 4" 11GA or 6" x 6" x 3/16"
Opening 3' to 5'
Gate Post Dimensions PostPanel
77" 3" x 3" 11GA
STANDARD
HINGE
ALUMINUM CAP
PO
ST
A
BO
VE
G
RO
UN
D
GATE
OPENING
Ap pr ox
STANDARD LATCH
0.0 5'
0.0 3'
GA
TE
0.1 1'
0.500"-1.656"
HINGE
0.625"-1.5"
LATCH
HARDWARE KIT
PANEL HEIGHT
NUMBER OF BRACKET KITS PER
POST
77"H 3
HORIZONTAL LOUVERS
VERTICAL FLAT
VERTICAL WIRES
0.08" THICK
2" x 11GA
8GA
64 58" (1642mm)
1 2"
(1
3m m)
3 16
(4 .8m m)
TREE PROTECTION SPECIFICATIONS
1. A 6” LAYER OF COARSE MULCH OR WOODCHIPS IS TO BE PLACED BENEATH THE DRIPLINE OF THE PROTECTED TREES.
MULCH IS TO BE KEPT 12” FROM THE TRUNK.
2. A PROTECTIVE BARRIER OF 6' CHAIN LINK FENCING SHALL BE INSTALLED AROUND THE DRIPLINE OF PROTECTED TREE(S). THE FENCING CAN BE MOVED WITHIN THE DRIPLINE IF AUTHORIZED BY THE PROJECT ARBORIST OR C.O.R. BUT NOT CLOSER THAN 2' FROM THE TRUNK OF ANY TREE. FENCE POSTS SHALL BE 1.5” IN DIAMETER AND ARE TO BE DRIVEN 2' INTO THE GROUND. THE DISTANCE BETWEEN POSTS SHALL NOT BE MORE THAN 10'. THIS ENCLOSED AREA IS THE TREE
PROTECTION ZONE (TPZ).
3. MOVABLE BARRIERS OF CHAIN LINK FENCING SECURED TO CEMENT BLOCKS CAN BE SUBSTITUTED FOR “FIXED” FENCING IF THE PROJECT ARBORIST AND C.O.R. AGREE THAT THE FENCING WILL HAVE TO BE MOVED TO ACCOMMODATE CERTAIN PHASES OF CONSTRUCTION. THE BUILDER MAY NOT MOVE THE FENCE WITHOUT AUTHORIZATION FORM THE
PROJECT ARBORIST OR C.O.R..
4. WHERE THE C.O.R. OR PROJECT ARBORIST HAS DETERMINED THAT TREE PROTECTION FENCING WILL INTERFERE WITH THE SAFETY OF WORK CREWS, TREE WRAP MAY BE USED AS AN ALTERNATIVE FORM OF TREE PROTECTION. WOODEN SLATS AT LEAST ONE INCH THICK ARE TO BE BOUND SECURELY, EDGE TO EDGE, AROUND THE TRUNK. A SINGLE LAYER OR MORE OF ORANGE PLASTIC CONSTRUCTION FENCING IS TO BE WRAPPED AND SECURED AROUND THE OUTSIDE OF THE WOODEN SLATS.
MAJOR SCAFFOLD LIMBS MAY REQUIRE PROTECTION AS DETERMINED BY THE C.O.R. OR PROJECT ARBORIST. STRAW WADDLE MAY ALSO BE USED AS A TRUNK WRAP BY COILING THE WADDLE AROUND THE TRUNK UP TO A MINIMUM HEIGHT OF SIX FEET FROM GRADE. A SINGLE LAYER OR MORE OF ORANGE PLASTIC CONSTRUCTION FENCING IS TO BE WRAPPED AND SECURED
AROUND THE STRAW WADDLE.
5. AVOID THE FOLLOWING CONDITIONS. DO NOT:
a. ALLOW RUN OFF OF SPILLAGE OF DAMAGING MATERIALS INTO THE AREA BELOW ANY TREE CANOPY.
b. STORE MATERIALS, STOCKPILE SOIL, OR PARK OR DRIVE VEHICLES WITHIN THE TPZ.
c. CUT, BREAK, SKIN, OR BRUISE ROOTS, BRANCHES, OR TRUNKS WITHOUT FIRST OBTAINING AUTHORIZATION FROM THE C.O.R..
d. ALLOW FIRES UNDER AND ADJACENT TO TREES.
e. DISCHARGE EXHAUST INTO FOLIAGE.
f. SECURE CABLE, CHAIN, OR ROPE TO TREES OR SHRUBS.
g. TRENCH, DIG, OR OTHERWISE EXCAVATE WITHIN THE DRIPLINE OR TPZ OF THE TREE(S) WITHOUT FIRST OBTAINING
AUTHORIZATION FROM THE C.O.R..
h. APPLY SOIL STERILANTS UNDER PAVEMENT NEAR EXISTING TREES.
6. ONLY EXCAVATION BY HAND OR COMPRESSED AIR SHALL BE ALLOWED WITHIN THE DRIPLINE OF TREES. MACHINE
TRENCHING SHALL NOT BE ALLOWED.
7. AVOID INJURY TO TREE ROOTS. WHEN A DITCHING MACHINE, WHICH IS BEING USED OUTSIDE OF THE DRIPLINE OF TREES, ENCOUNTERS ROOTS SMALLER THAN 2”, THE WALL OF THE TRENCH ADJACENT TO THE TREES SHALL BE HAND TRIMMED, MAKING CLEAR, CLEAN CUTS THROUGH THE ROOTS. ALL DAMAGED, TORN AND CUT ROOTS SHALL BE GIVEN A CLEAN CUT TO REMOVE RAGGED EDGES, WHICH PROMOTE DECAY. TRENCHES SHALL BE FILLED WITHIN 24 HOURS, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREES SHALL BE KEPT SHADED WITH FOUR LAYERS OF DAMPENED, UNTREATED BURLAP, WETTED AS FREQUENTLY AS NECESSARY TO KEEP THE BURLAP WET. ROOTS 2” OR LARGER, WHEN ENCOUNTERED, SHALL BE REPORTED IMMEDIATELY TO THE PROJECT ARBORIST, WHO WILL DECIDE WHETHER THE CONTRACTOR MAY CUT THE ROOT AS MENTIONED ABOVE OR SHALL EXCAVATE BY HAND OR WITH
COMPRESSED AIR UNDER THE ROOT. ROOT IS TO BE PROTECTED WITH DAMPENED BURLAP.
8. ROUTE PIPES OUTSIDE OF THE AREA THAT IS 10 TIMES THE DIAMETER OF A PROTECTED TREE TO AVOID CONFLICT
WITH ROOTS.
9. WHERE IT IS NOT POSSIBLE TO REROUTE PIPES OR TRENCHES, THE CONTRACTOR SHALL BORE BENEATH THE DRIPLINE OF THE TREE. THE BORING SHALL TAKE PLACE NOT LESS THAN 3' BELOW THE SURFACE OF THE SOIL IN ORDER TO AVOID
ENCOUNTERING “FEEDER” ROOTS.
10. ANY DAMAGE DUE TO CONSTRUCTION ACTIVITIES SHALL BE REPORTED TO THE PROJECT ARBORIST OR C.O.R. WITHIN
SIX HOURS SO THAT REMEDIAL ACTION CAN BE TAKEN.
11. AN ISA CERTIFIED ARBORIST OR ASCA REGISTERED CONSULTING ARBORIST SHALL BE RETAINED AS THE PROJECT ARBORIST TO MONITOR THE TREE PROTECTION SPECIFICATIONS. THE PROJECT ARBORIST SHALL BE RESPONSIBLE FOR THE PRESERVATION OF THE DESIGNATED TREES. SHOULD THE BUILDER FAIL TO FOLLOW THE TREE PROTECTION SPECIFICATIONS, IT SHALL BE THE RESPONSIBILITY OF THE PROJECT ARBORIST TO REPORT THE MATTER TO THE C.O.R. AS AN ISSUE OF
NON-COMPLIANCE.
12. VIOLATION OF ANY OF THE ABOVE PROVISIONS MAY RESULT IN SANCTIONS OR OTHER DISCIPLINARY ACTION.
MONTHLY INSPECTIONS
IT IS REQUIRED THAT THE SITE ARBORIST PROVIDE PERIODIC INSPECTIONS DURING CONSTRUCTION.
FOUR-WEEK INTERVALS WOULD BE SUFFICIENT TO ACCESS AND MONITOR THE EFFECTIVENESS OF THE TREE PROTECTION
PLAN AND TO PROVIDE RECOMMENDATIONS FOR ANY ADDITIONAL CARE OR TREATMENT.
DO NOT
ENTER:
Tree Protection
Zone
DO NOT
ENTER:
Tree Protection
Zone
NOTES:
1. AREA 1: TREE PROTECTION
ZONE
2. AREA 2: LOWER CANOPY
PROTECTION
3. AREA 3: CRITICAL ROOT ZONE
AND/OR STRUCTURAL ROOT
ZONE PROTECTION
4. 2"x4" WOODEN CRIBBING
ENCIRCLING TREE TRUNK
5. WIRE TIE SECURED TIGHTLY
AROUND WOODEN CRIBBING
DRIP LINE
C7
05/09/2022
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
Revisions: Date:
ISSUED FOR
CONSTRUCTIONA/E:
TRIPLE C - The A/E Group 201 E. Jefferson Street, Suite 200 Syracuse, NY 13202 315.484.5958 Mat Perkins
05/09/2022
MEP
550 North Reo Street, Suite 203 Tampa, FL 33609
(813) 289-4700 Nicholas Stephenson, PE
Structural 315 West James Street, Suite 102 Lancaster, PA 17603
(717) 481-2991 Jason Vannoy, SE, PE
Protective Design Specialist 240 West 35th St. Suite 1004 New York, NY 10001
(212) 967-4890 Corrine Tan, SE
620-334
CLC
2094 Albany Post Road, Montrose, NY 10548
NEW COMMUNITY LIVING
CENTER
CIVIL DETAIL SHEET 6
CG506
STRUBLEPERKINS
3.67' 3.13'
3.75' 3.21'
0.69'
0.25'
2.17'
0.75'
0.75'
0.2 5'
2 TON
SWIFT LIFTS
4 TYP.
ROUNDED CONCRETE
SURFACE
HSS 6.000x0.312
CONC. FILLED STEEL
PIPE COLUMN
PAVING OR FINISHED
GRADE
(6) #5 BARS EQUALLY
SPACED; W/ #3 SPIRAL
TIES @12" O.C.; W/ (2) TIES
IN TOP 5" OF THE PIER
3" CLR.
CONCRETE
FOUNDATION
1' - 6"3" C
LR
6" M
IN
6" 3'
- 6
4'
- 0
112.5-750 KVA
APPROX. WEIGHT: 3080 LBS.
GEOTEXTILE CUT FLUSH
WITH TOP OF ASPHALT
CONCRETE CURB
SEE SHEET CG101
POROUS ASPHALT - OPEN GRADED MIX
3 1/2" THICK
HIGH WATER LINE (TYPICAL)
BASE LAYER,
MIN. 3” ASTM NO. 57 STONE TOP (FILTER) LAYER OVER SUB BASE
2” ASTM No. 57 STONE
SUBBASE LAYER,
9" AVG. ASTM No. 2 STONE
GEOTEXTILE FILTRATION FABRIC
ON BOTTOM AND SIDES OF OPEN
GRADED BASE IF REQUIRED BY
THE DESIGN ENGINEER.
Min 24"
SUBBASE EXTENDS BEYOND
CURB TO PROVIDE WORKING
PLATFORM FOR INSTALLATION.
SUBGRADE. PREPARE ACCORDING
TO RECOMMENDATIONS IN
GEOTECHNICAL REPORT.
GEOTEXTILE FILTRATION FABRIC ON BOTTOM
AND SIDES OF OPEN GRADED BASE IF
REQUIRED BY THE DESIGN ENGINEER.
SUBGRADE (DO NOT COMPACT).
1'-0" Min.
SUB BASE LAYER,
9” ASTM NO. 2 STONE
1'-0"
40 MIL HDPE
SMOOTH LINER BAFFLE
1" WEEP HOLES
(INCLUDE IN PARTIAL
AND FULL INFILTRATION
SYSTEMS)
BASE LAYER,
2” ASTM NO. 57 STONE
DESIGN NOTES:
1. DEPTH OF SUBBASE SUBJECT TO SITE SPECIFIC HYDRAULIC AND STRUCTURAL REQUIREMENTS. CONTACT BELGARD COMMERCIAL FOR DESIGN ASSISTANCE.
2. PAVER DIMENSIONS SUBJECT TO ASPECT AND PLAN RATIO REQUIREMENTS BASED ON TRAFFIC LOADING.
3. GEOTECHNICAL ENGINEER NEEDS TO BALANCE STRUCTURAL STABILITY AND SOIL INFILTRATION WHEN RECOMMENDING SUBGRADE CONDITIONS.
4. WHERE THE FILTRATION GEOTEXTILE IS USED, VERIFY WITH THE MANUFACTURER THAT THE MATERIAL IS NOT SUBJECT TO CLOGGING AND MEETS REQUIREMENTS OF AASHTO M-288.
5. ASTM NO. 2 STONE MAY BE SUBSTITUTED WITH NO. 3 OR NO. 4 STONE.
6. STRICTLY PEDESTRIAN APPLICATIONS MAY SUBSTITUTE BASE/SUBBASE LAYERS WITH ONE 6” BASE LAYER OF ASTM NO. 57 STONE.
SLOPE = 15% MAXIMUM
POROUS ASPHALT - OPEN GRADED MIX
4" THICK
UNDISTURBED EARTH
18"
4" 3"
3"
3"4"4"3" 3"
" M
IN
YELLOW PLASTIC WARNING TAPE.
PROVIDE LABEL "HIGH VOLTAGE"
FOR 12.5kV DUCTBANKS.
TYPE II AGGREGATE BASE BACKFILL
COMPACTED TO 90% RELATIVE DENSITY.
FREE FROM LARGE ROCKS AND DEBRIS.
(COMPACTED IN 6" LAYERS).
FINISHED GRADE OR
SURFACE
CONCRETE DUCTBANK.
SEE ELEC. DETAIL E,
SHEET E-501
6" SAND BED.#4/0 BARE CU. GROUND,
FULL LENGTH OF TRENCH
COUPLE -3-1/2*_
COUPLE -4*_
COUPLING OF EXISTING DUCT BANK
NOTES:
1. When a = 3.5 inches use 3-1/2 inch schedule 40 PVC duct and internal joining coupling for 3-1/2 inch I.D. duct.
2. When a=4.0 inches use 4 inch Schedule 40 PVC duct and internal joining coupling for 4 inch I.D.
duct.
3. Use bell ends for 3-1/2 inch and 4 inch Schedule 40 PVC duct as required.
4. Special order Schedule 40 PVC duct and bell ends as required.
5. For split duct applications:
6. Saw cut Schedule 40 PVC duct into two halves or plate SPLT-DCT-_
7. Place around existing cable.
8. Cover saw cut joints with 2 inch wide sealing tape.
9. Band the 2 halves together using plastic straps on 2 foot centers.
REQUIRED MATERIAL: (PER DUCT)
Internal joining coupling - 1 each PVC bell end - 1 each Schedule 40 PVC duct - length as required Plastic straps - 1 each for every 2 feet of PVC split duct.
Sealing tape 2 inch wide - as required.
INSTALLATION OPTIONS:
*C – Cold - New Construction *H – Hot - Around existing cables
EXISTING REBAR TO HAVE EXISTING
CONCRETE REMOVED FOR A MINIMUM
OF 12" WHERE NEW DUCT BANK WILL BE
CONNECTED THE EXISTING DUCTBANK.
ENSURE EMBED WILL MEET PULL OUT
TEST REQUIREMENTS.
MINIMUM 12" EMBED REBAR,
SPLICE OVERLAP.
SEE STRUCTURAL DRAWINGS AND
SPECIFICATIONS FOR ADDITIONAL INFORMATION
TO MANHOLE OR
BUILDING
SEE CIVIL PLANS
TO BE CONCRETE
ENCASED
4"-6"
INTERNAL PVC
JOINT COUPLING
ENSURE NO SHARP EDGES
EX. PVC CONDUIT
EXISTING CONCRETE ENCASED DUCT BANK
CHIP EXISTING CONCRETE
SCH.40 PVC CONDUIT
05/09/2022
GV
GV
PIV
CO
CO
CO
CO
CLC
FF=116.50
STAGING AREA
12,500 SF
EXISTING
BUILDING 6
FF=116.90 @
CONNECTING
CORRIDOR
EXISTING WATER LINE AT TUNNEL CROSSING
CONTRACTOR TO VERIFY DEPTH
PROTECT IN PLACE AND/OR RELOCATE TO
MAINTAIN 12" SEPARATION BELOW TUNNEL
SEE ARCH PLANS FOR TUNNEL INFORMATION
CONTRACTOR:
DO NOT ACCESS SITE
THROUGH PARKING LOT
EXISTING UTILITY ENCLOSURE
PROTECT IN PLACE
CONTRACTOR - USE EXISTING
DRIVE FOR ACCESS
EXISTING SECTIONAL SWITCH #11
PROTECT IN PLACE
ELECTRICAL TRANSFORMER
- SEE ELECTRICAL PLANS ES100
NEW TRANSFORMER REQUIRES UPDATE TO SPILL
PREVENTION, CONTAINMENT, AND CONTROL
(SPCC) PLAN. COORDINATE WITH COR.
ELECTRICAL GENERATOR WITH ABOVE
GROUND FUEL STORAGE TANK WITHIN
GENERATOR ENCLOSURE - SEE ELECTRICAL
PLANS ES100
BOTTOM OF GENERATOR DAY TANK TO BE AT
LEAST 1" ABOVE CONCRETE PAD.
EX. WATER
EX
. E
LE
CT
RI
CA
L
EX
. W
AT
ER
EX. WATER
18 8
19 19
20 21
EX. STLT
EX. FH
EXISTING SECTIONAL SWITCH #12
PROTECT IN PLACE
EX. SSMH #12
RIM:110.45
N: 876738.1073 E: 648281.5780
INV IN:96.73 8" DIP (NE)
INV OUT:96.73 8" DIP (SW)
EX. 8" DIP SS @ S=0.60%
EX. SSMH #11
RIM:109.55
N: 876620.5184 E: 648055.7227
INV IN:95.17 8" DIP (NE)
INV OUT:88.25 10" DIP (S)
EX. 8" DIP SS @ S=0.61%
EX. SSMH #10
RIM:112.47
N: 876489.6369 E: 648007.4534
INV IN:87.55 10" DIP (N)
INV OUT:87.55 10" DIP (SE)
EX. 10
" D
IP SS @
S=0.5
0%
EX
. 1
0" D
IP
S
S
S =0
.51
EX. SSMH #9
RIM:109.43
N: 876235.5472 E: 648140.9733
INV IN:86.10 10" DIP NW
INV OUT:86.10 10" DIP SE
EX
. 1
0" D
IP
S
S
S =0
.50
SAN. SEWER C.O.
RIM:116.29
N: 876655.8470 E: 648278.1551
INV OUT:101.50 6" PVC (NW)
SAN. SEWER WYE CONNECTION
RIM:97.20
N: 876719.1626 E: 648245.1906
INV IN:96.48 8" DIP (NE)
INV IN:96.64 6" PVC (SE)
INV OUT:96.48 8" DIP (SW)
.38
LF
6"
P
VC
S
=6 .81
EX. SDCB
RIM:108.02
N: 876733.1410 E: 648140.9398
INV OUT:97.21 8" DIP SE
EX. SDMH #82
RIM:110.18
N: 876709.2511 E: 648184.1219
INV IN:96.72 8" DIP NW
INV OUT:96.65 10" DIP NE
EX. 49-LF 8" DIP SD S=1.00%
EX. SDMH #80
RIM:111.62
N: 876799.7891 E: 648357.4449
INV IN:93.62 10" DIP SW
INV IN:93.79 8" S
INV OUT:90.07 12" DIP NW
EX. 196-LF 10" DIP SD S=1.55%
EX
. 2
-L
F
" D
IP
S D
S= 1.0
4%
EX. SDMH #91
RIM:114.34
N: 876472.7772 E: 648251.8370
INV IN:101.50 8" PVC N
INV OUT:101.40 8" DIP SE
EX. SDMH #90
RIM:112.54
N: 876310.6450 E: 648338.8379
INV IN:100.48 8" DIP NW
INV IN:100.72 8" PVC N
INV OUT:100.48 8" DIP SE
EX
. 1
-L
F 8"
D
IP
S D
S= 0.5
0%
EX
. 2
-L
F 8"
D
IP
S D
S= 0.9
6%
C
EX. SDCO
RIM:116.54
N: 876602.8329 E: 648517.2078
INV OUT:110.20 6" PVC SW
EX. SDMH #95
RIM:116.39
N: 876583.9104 E: 648477.9498
INV IN:109.90 6" PVC NE
INV OUT:109.73 8" PVC SE
43…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .