ATTACHMENT 6 - Civil 3 of 5.pdf
PDF 8 MB Posted
- Attached to
- Y1AZ--EHRM Infrastructure Upgrades Construction West Palm Beach Federal contract opportunity
- Solicitation number
- 36C77623B0045
About this file
This document package includes civil engineering plans for infrastructure upgrades at a Department of Veterans Affairs medical center in West Palm Beach, Florida. The plans cover site demolition, erosion control, utility relocations, a new data center building and associated site work. Key elements include constructing concrete sidewalks, retaining walls and pads; installing security fencing, gates and bollards; relocating utilities and storm sewers; and constructing permeable pavements and blast protection structures. The plans provide dimensions, notes, details and callouts to guide site preparation, building construction and final site restoration to support the EHRM modernization project under solicitation number 36C77623B0045.
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B-13 B-14
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LIMITS OF CONSTRUCTION
LIMITS OF TOPOGRAPHIC SURVEY
DUCT BANK WITH 4" PVC CONDUITS
LOC LOC
MH
LINETYPES
NEW HANDHOLES: 4' x 4'
NEW FIBER MANHOLES: 6' x 12'
TREE PROTECTION
REMOVE EX. TREE
AREA OF DEMOLITION AND REPLACEMENT;
CONCRETE ASPHALT, CURB AND GUTTER,
RAMPS, SIDEWALKS, OTHER HARDSCAPES
DEMO
SITE FEATURES
SILT FENCE
CURB INLET PROTECTION
AREA INLET PROTECTION
RUNOFF ENERGY DISSIPATOR
EROSION CONTROL MEASURES
SF
AREA OF REPLACEMENT/CONSTRUCTION
OF CONCRETE SIDEWALKS AND
HARDSCAPE
AREA OF REPLACEMENT OF ASPHALT
ROADWAY, PARKING LOT, AND CURB AND
GUTTER
AREA OF RESTORATION/INSTALLATION OF
GRASS LANDSCAPE
AREA OF RESTORATION AND CONSTRUCTION
X
X
X
FO FO FO
Scale: 1" = 30'1 CIVIL CONSTRUCTION PLAN 7
STOP - CAUTION!!!
BEFORE YOU DIG CALL 811 AT LEAST
48 HOURS PRIOR TO CONSTRUCTION
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 -6231
A
100% FINAL STAMPED
BID DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
1 2 4 5 6 7 8 9 10
PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP
1 2 3 4 5 6 7 8 9 10
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com
BI
M
- V A
W es t P al m B ea ch
E H
R M
In fra st ru ct ur e U pg ra de s
D es ig n/
8-
0.
B0 1.
M T_
R
.rv t
6/
/2
3:
:3
PM
ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFRASTRUCTURE UPGRADES
WEST PALM BEACH, FL
548-22-700
05/24/23Revisions: Date:
5/24/2023
MATCH: CU101
LEGEND:
M
AT
C
H : C
U
MATCH: CU102
GRAPHIC SCALE
1" = 30'
30'0 60'15'
CIVIL CONSTRUCTION NOTES:
1. ALL THE WORK TO BE CONSTRUCTED IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS
2. RESTORE SITE TO EXISTING CONDITION, INCLUDING BUT NOT LIMITED TO:
ASPHALT, PAVEMENT MARKINGS, SIDEWALK, CURB AND GUTTER, GRASS,
AND LANDSCAPING.
3. UTILITIES AND SITE FEATURES DISTURBED DURING CONSTRUCTION SHALL
BE RESTORED TO EXISTING CONDITION INCLUDING ANY LIGHT POLES, BUS
STOPS, OR OTHERS IMPACTED.
4. LOCATE TAPE FOR EXISTING UTILITIES DISTURBED DURING CONSTRUCTION
SHALL BE RESTORED TO EXISTING CONDITIONS.
5. FOR PERMANENT STABILIZATION, CONTRACTOR SHALL USE SOD, TYPICAL
OF GRASS ON SITE, FOR ALL DISTURBED AREAS.
6. CLEAN CUT ALL TREE ROOTS WHEN ENCOUNTERED DURING EXCAVATION.
7. CONTRACTOR RESPONSIBLE FOR LOCATING VETERANS AFFAIR'S PRIVATE
UTILITIES. 811 WILL LOCATE ONLY PUBLIC UTILITIES.
8. PROVIDE INLET PROTECTION AT ALL CURB INLETS AND DROP INLETS
AFFECTED BY CONSTRUCTION RUNOFF.
DUCT BANK CONSTRUCTION REFERENCES:
1. SEE SHEET CS501 THRU CS513 FOR CIVIL SITE CONSTRUCTION,
EROSION CONTROL, ASPHALT AND CONCRETE REPAIR, TRENCHING,
AND OTHER DETAILS FOR DUCT BANK CONSTRUCTION.
2. SEE TELECOM SHEET TN505 & TN506 FOR DUCT BANK HANDHOLES,
MANHOLES, AND OTHER DETAILS REQUIRED FOR DUCT BANK
CONSTRUCTION.
3. SEE CU201 THRU CU205 FOR DUCT BANK PROFILES.
4. SEE SHEET C-001 FOR THE DUCT BANK CONSTRUCTION NOTES.
5. SEE SHEET C-003 FOR SITE CONSTRUCTION PHASING PLAN.
RESTORATION AND STABILIZATION
1. RESTORE SIDEWALK/HARDSCAPE TO EXISTING CONDITIONS
1a. INSTALL REINFORCED SIDEWALK SEE 2/CS501
2. RESTORE ROAD CROSSING TO EXISTING CONDITIONS
3. RESTORE PERVIOUS PAVEMENT TO EXISTING CONDITIONS
4. RESTORE AND STABALIZE LANDSCAPE TO EXISTING CONDITIONS
5. REMOVE AND REPLACE EXISTING LIGHTPOLES SEE ELECTRICAL 23 - EN - 400
5a. REMOVE AND REPLACE EXISTING YARD DRAIN 5b. REMOVE AND REPLACE EXISTING BUS SHELTER 5c. REMOVE AND REPLACE EXISTING BALLORDS SEE 10/CS502 5d. REMOVE AND REPLACE EXISTING CALL BOX 5e. REMOVE AND REPLACE EXISTING CHAIN LINK FENCE.
UTILITY INSTALLATION
6. REROUTE EXISTING WATER MAIN UNAVOIDABLE CONFLICT
12. INSTALL HANDHOLE SEE TELECOM TN505 & TN506
13. INSTALL MANHOLE SEE TELECOM TN505 & TN506
KEY PLAN
KEY NOTES (NOT ALL USED ON THIS SHEET)
6+00.00 6+50.00 7+00.00 7+50.00 8+00.00 8+50.00 9+00.00 9+50.00 10+00.00 10+50.00 11+00.00 11+50.00 12+00.0012+10.00
6+10 6+20 6+30 6+40 6+50.00
6+60 6+70 6+80 6+90 7+00.00
7+10 7+20 7+30 7+40 7+50.00
7+60 7+70 7+80 7+90 8+00.00
8+10 8+20 8+30 8+40 8+50.00
8+60 8+70 8+80 8+90 9+00.00
9+10 9+20 9+30 9+40 9+50.00
9+60 9+70 9+80 9+90 10+00.00
10+1010+2010+3010+40 10+50.00
10+6010+7010+8010+90 11+00.00
11+1011+2011+3011+40 11+50.00
11+6011+7011+8011+90 12+00.0012+10.00
-0+10.000+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00 3+00.00 3+50.00 4+00.00 4+50.00 5+00.00 5+50.00 6+00.00
0+00.00 0+10 0+20 0+30 0+40
0+50.00 0+60 0+70 0+80 0+90
1+00.00 1+10 1+20 1+30 1+40
1+50.00 1+60 1+70 1+80 1+90
2+00.00 2+10 2+20 2+30 2+40
2+50.00 2+60 2+70 2+80 2+90
3+00.00 3+10 3+20 3+30 3+40
3+50.00 3+60 3+70 3+80 3+90
4+00.00 4+10 4+20 4+30 4+40
4+50.00 4+60 4+70 4+80 4+90
5+00.00 5+10 5+20 5+30 5+40
5+50.00 5+60 5+70 5+80 5+90
6+00.00
12+10.00 12+50.00 13+00.00 13+50.00 14+00.00 14+50.00 15+00.00 15+50.00 16+00.00 16+50.00 17+00.00 17+50.00 18+00.00 18+20.00
12+2012+3012+40 12+50.00
12+6012+7012+8012+90 13+00.00
13+1013+2013+3013+40 13+50.00
13+6013+7013+8013+90 14+00.00
14+1014+2014+3014+40 14+50.00
14+6014+7014+8014+90 15+00.00
15+1015+2015+3015+40 15+50.00
15+6015+7015+8015+90 16+00.00
16+1016+2016+3016+40 16+50.00
16+6016+7016+8016+90 17+00.00
17+1017+2017+3017+40 17+50.00
17+6017+7017+8017+90 18+00.00
18+10 18+20.00
96" CMP EXISTING LAKE CULVERT
STA:1+75.8
TOP ELEV:~12.9
EXISTING STORM 15" RCP
STA:2+30.2
TOP ELEV:~10.4
EXISTING 6" WTR MAIN
STA:4+17.2
TOP ELEV:~14.9
EXISTING ELECTRIC LINE
STA:4+59.5
TOP ELEV:~15.2
EXISTING IRRIGATION LINE
STA:5+01.3
TOP ELEV:~15.0
0.92% GRADE
-1.72% GRADE 1.63% GRADE
0.97% GRADE -1.51% GRADE
HANDHOLE - (1)
STA:0+00.00
RIM:17.62
INV OUT:13.47
INV OUT:12.72
MANHOLE - (2)
STA:1+42.89
RIM:16.36
INV IN:12.16
INV OUT:13.30
MANHOLE - (3)
STA:2+10.25
RIM:15.74
INV IN:13.30
INV OUT:11.69
MANHOLE - (4)
STA:3+83.72
RIM:16.72
INV IN:10.00
INV OUT:10.00
24" MIN. COVER
UNPAVED AREAS (TYP)
30" MIN. COVER
DRIVE LANES (TYP)
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
DUCT BANK - A
STATION -0+10.00 TO 6+00.00
DUCT BANK - A
STATIONS 6+00.00 TO 12+10.00
DUCT BANK - A
STATIONS 12+10.00 TO 18+20.00
EXISTING GROUND
SURFACE
EXISTING ROAD
SURFACE
EXISTING UTILITIES SHOWN HAVE NOT BEEN
VERTICALLY LOCATED. CONTRACTOR TO
VERIFY ALL UTILITY LOCATIONS AND DEPTHS
INSTALL REINFORCED
SIDEWALK SEE 2/CS501DB - (D)
EL: 16.25
HANDHOLE - (4A)
STA:6+57.39
RIM:16.51
INV IN:11.36
INV OUT:11.36
INV OUT:12.58
MANHOLE (5)
STA:8+83.39
RIM:16.71
INV IN:11.00
INV OUT:13.92
1.82% GRADE
EXISTING ELECTRICAL LINE
STA:6+40.7
INV. ELEV:14.600
-1.10% GRADE
0.80% GRADE
0.80% GRADE
HANDHOLE (5B)
STA:13+22.68
RIM:14.02
INV IN:9.62
INV OUT:9.50
MANHOLE - (6)
STA:17+91.27
RIM:15.49
INV IN:11.00
INV OUT:11.00
2.08% GRADE
1.82% GRADE -1.51% GRADE
24" MIN. COVER
UNPAVED AREAS (TYP)
30" MIN. COVER
DRIVE LANES (TYP)
EXISTING GROUND
SURFACE
EXISTING ROAD
SURFACE
EXISTING IRRIGATION LINE
STA:8+86.0
TOP ELEV:~15.7 18" RCP EXISTING STORM SEWER
STA:9+99.2
TOP ELEV:~9.7
18" CMP EXISTING STORM SEWER
STA:12+67.8
TOP ELEV:~9.4 EXISTING IRRIGATION LINE
STA:14+25.4
TOP ELEV:~12.7 18" CMP EXISTING STORM SEWER
STA:15+17.2
TOP ELEV:~10.0
EXISTING IRRIGATION LINE
STA:15+63.8
TOP ELEV:~12.7
EXISTING IRRIGATION LINE
STA:15+69.9
TOP ELEV:~12.7
EXISTING ELECTRICAL LINE
STA:15+78.6
TOP ELEV:~12.7
24" CMP EXISTING STORM SEWER
STA:16+23.0
TOP ELEV:~10.3
EXISTING STORM 24" HDPE W/CMP OUTFALL
STA:16+38.6
TOP ELEV:~9.9
EXISTING ELECTRICAL LINE
STA:17+96.4
TOP ELEV:~13.4
EXISTING ELECTRICAL LINE
STA:16+86.8
TOP ELEV:~13.2
EXISTING ELECTRICAL LINE
STA:15+20.3
TOP ELEV:~12.7
1.51% GRADE
24" MIN. COVER
UNPAVED AREAS (TYP)
INSTALL REINFORCED
SIDEWALK SEE 2/CS501
EL: 16.6
MANHOLE (5A)
STA:9+45.08
RIM:16.30
INV IN:13.76
INV OUT:12.64
-1.38% GRADE 2.31% GRADE
MANHOLE (5C)
STA:16+01.06
RIM:13.82
INV IN:5.05
INV OUT:8.49
INV OUT:10.99
2.29% GRADE -2.53% GRADE
INSTALL REINFORCED
SIDEWALK SEE 2/CS501
EL: 14.00
HANDHOLE (5D)
STA:16+48.58
RIM:14.27
INV IN:10.96
INV OUT:9.62
0.57% GRADE
0.80% GRADE
2.31% GRADE 2.31% GRADE 2.31% GRADE
-0+10.000+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00 3+00.00 3+50.00 4+00.00 4+50.00 5+00.00 5+50.00 6+00.00
0+00.00 0+10 0+20 0+30 0+40
0+50.00 0+60 0+70 0+80 0+90
1+00.00 1+10 1+20 1+30 1+40
1+50.00 1+60 1+70 1+80 1+90
2+00.00 2+10 2+20 2+30 2+40
2+50.00 2+60 2+70 2+80 2+90
3+00.00 3+10 3+20 3+30 3+40
3+50.00 3+60 3+70 3+80 3+90
4+00.00 4+10 4+20 4+30 4+40
4+50.00 4+60 4+70 4+80 4+90
5+00.00 5+10 5+20 5+30 5+40
5+50.00 5+60 5+70 5+80 5+90
6+00.00
6+00.00 6+50.00 7+00.00 7+50.00 8+00.00 8+50.00 9+00.00 9+50.00 10+00.00 10+50.00 11+00.00 11+50.00 12+00.0012+10.00
6+10 6+20 6+30 6+40 6+50.00
6+60 6+70 6+80 6+90 7+00.00
7+10 7+20 7+30 7+40 7+50.00
7+60 7+70 7+80 7+90 8+00.00
8+10 8+20 8+30 8+40 8+50.00
8+60 8+70 8+80 8+90 9+00.00
9+10 9+20 9+30 9+40 9+50.00
9+60 9+70 9+80 9+90 10+00.00
10+1010+2010+3010+40 10+50.00
10+6010+7010+8010+90 11+00.00
11+1011+2011+3011+40 11+50.00
11+6011+7011+8011+90 12+00.0012+10.00
12+10.00 12+50.00 13+00.00 13+50.00 14+00.00 14+50.00 15+00.00 15+50.00 16+00.00 16+50.00 17+00.00 17+50.00 18+00.00 18+20.00
12+2012+3012+40 12+50.00
12+6012+7012+8012+90 13+00.00
13+1013+2013+3013+40 13+50.00
13+6013+7013+8013+90 14+00.00
14+1014+2014+3014+40 14+50.00
14+6014+7014+8014+90 15+00.00
15+1015+2015+3015+40 15+50.00
15+6015+7015+8015+90 16+00.00
16+1016+2016+3016+40 16+50.00
16+6016+7016+8016+90 17+00.00
17+1017+2017+3017+40 17+50.00
17+6017+7017+8017+90 18+00.00
18+10 18+20.00
96" CMP EXISTING LAKE CULVERT
STA:9+17.4
TOP ELEV:~12.8
-0.96% GRADE
1.00% GRADE
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
EXISTING GROUND
SURFACE
MIN. COVER LINE
MIN. COVER LINE
MIN. COVER LINE
EXISTING UTILITIES SHOWN HAVE NOT BEEN
VERTICALLY LOCATED. CONTRACTOR TO
VERIFY ALL UTILITY LOCATIONS AND DEPTHS
EXISTING UTILITIES SHOWN HAVE NOT BEEN
VERTICALLY LOCATED. CONTRACTOR TO
VERIFY ALL UTILITY LOCATIONS AND DEPTHS
PROFILE NOTES
1. DEPTH OF ELEC., COMM., GAS, WATER, STEAM UTILITIES ARE
ESTIMATED. CONTRACTOR SHALL FIELD VERIFY AND NOTIFY
COR OF ANY CONFLICTS WITH PROPOSED DUCT BANK.
2. CONTRACTOR TO RAISE OR LOWER EXISTING ELECTRIC,
COMM., IRRIGATION, AND GAS LINES IN-PLACE AT EACH
CROSSING TO PROVIDE THE REQUIRED 12" MIN. VERTICAL
CLEARANCE. THIS WORK SHALL BE INCIDENTAL TO
CONCRETE ENCASED FIBER CONSTRUCTION
3. WATER SHALL NOT COLLECT IN THE DUCTS. CONSTRUCT
DUCT BANKS WITH POSITIVE GRADES TOWARD THE
STRUCTURES.
STOP - CAUTION!!!
BEFORE YOU DIG CALL 811 AT LEAST
48 HOURS PRIOR TO CONSTRUCTION
PROFILE SCALES
VERTICAL SCALE: 1"=6', HORIZONTAL SCALE: 1"=20'
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 -6231
A
100% FINAL STAMPED
BID DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
1 2 4 5 6 7 8 9 10
PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP
1 2 3 4 5 6 7 8 9 10
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com
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ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFRASTRUCTURE UPGRADES
WEST PALM BEACH, FL
548-22-700
05/24/23Revisions: Date:
5/24/2023
EXISTING GROUND
SURFACE
36+50.00 37+00.00 37+50.00 38+00.00 38+50.00 39+00.00 39+50.00 40+00.00 40+50.00 41+00.00 41+50.00 42+00.00 42+50.00 42+70.00
18+20.00 18+50.00 19+00.00 19+50.00 20+00.00 20+50.00 21+00.00 21+50.00 22+00.00 22+50.00 23+00.00 23+50.00 24+00.00 24+30.00
18+3018+40 18+50.00
18+6018+7018+8018+90 19+00.00
19+1019+2019+3019+40 19+50.00
19+6019+7019+8019+90 20+00.00
20+1020+2020+3020+40 20+50.00
20+6020+7020+8020+90 21+00.00
21+1021+2021+3021+40 21+50.00
21+6021+7021+8021+90 22+00.00
22+1022+2022+3022+40 22+50.00
22+6022+7022+8022+90 23+00.00
23+1023+2023+3023+40 23+50.00
23+6023+7023+8023+90 24+00.00
24+1024+20 24+30.00
24+30.00 24+50.00 25+00.00 25+50.00 26+00.00 26+50.00 27+00.00 27+50.00 28+00.00 28+50.00 29+00.00 29+50.00 30+00.00 30+40.00
24+40 24+50.00
24+6024+7024+8024+90 25+00.00
25+1025+2025+3025+40 25+50.00
25+6025+7025+8025+90 26+00.00
26+1026+2026+3026+40 26+50.00
26+6026+7026+8026+90 27+00.00
27+1027+2027+3027+40 27+50.00
27+6027+7027+8027+90 28+00.00
28+1028+2028+3028+40 28+50.00
28+6028+7028+8028+90 29+00.00
29+1029+2029+3029+40 29+50.00
29+6029+7029+8029+90 30+00.00
30+1030+2030+30 30+40.00
30+40.0030+50.00 31+00.00 31+50.00 32+00.00 32+50.00 33+00.00 33+50.00 34+00.00 34+50.00 35+00.00 35+50.00 36+00.00 36+50.00
30+50.00
30+6030+7030+8030+90 31+00.00
31+1031+2031+3031+40 31+50.00
31+6031+7031+8031+90 32+00.00
32+1032+2032+3032+40 32+50.00
32+6032+7032+8032+90 33+00.00
33+1033+2033+3033+40 33+50.00
33+6033+7033+8033+90 34+00.00
34+1034+2034+3034+40 34+50.00
34+6034+7034+8034+90 35+00.00
35+1035+2035+3035+40 35+50.00
35+6035+7035+8035+90 36+00.00
36+1036+2036+3036+40 36+50.00
DUCT BANK - A
STATION 18+20.00 TO 24+30.00
DUCT BANK - A
STATIONS 24+30.00 TO 30+40.00
DUCT BANK - A
STATIONS 30+40.00 TO 36+50.00
HANDHOLE - (7)
STA:18+38.84
RIM:14.46
INV IN:10.52
INV OUT:9.85
EXISTING ELECTRICAL LINE
STA:18+44.6
INV. ELEV:12.000
4" PVC EX. STORM DRAIN
STA:18+62.7
INV. ELEV:12.635
EXISTING ELECTRICAL LINE
STA:18+63.4
INV. ELEV:11.500
8" HDPE EXISTING WATER MAIN
STA:18+74.1
INV. ELEV:9.075
HANDHOLE - (8)
STA:18+93.76
RIM:13.63
INV IN:9.30
INV IN:9.00
HANDHOLE - (9)
STA:19+31.30
RIM:13.67
INV OUT:9.40
INV OUT:8.90
PROPOSED STORM SEWER
DOUBLE WALL 12" HDPE
STA:20+01.9
INV. ELEV:7.863
MANHOLE - (11)
STA:21+47.10
RIM:16.27
INV IN:10.30
INV OUT:9.50
HANDHOLE - (11A)
STA:22+52.12
RIM:16.91
INV IN:10.77
INV IN:11.04
INV OUT:10.00
6" PVC EXISTING WATER MAIN
STA:23+70.2
INV. ELEV:13.510
15" RCP EXISTING STORM SEWER
STA:27+81.8
INV. ELEV:6.917
HANDHOLE - (13)
STA:29+29.49
RIM:14.95
INV IN:9.50
INV OUT:9.00
EXISTING FIBER LINE
STA:29+42.0
INV. ELEV:13.000
EXISTING ELECTRICAL LINE
STA:29+51.7
INV. ELEV:13.500
HANHOLE - (12)
STA:25+37.32
RIM:15.19
INV IN:9.50
INV OUT:10.00
-0.60% GRADE
0.89% GRADE 0.89% GRADE 0.89% GRADE 0.87% GRADE 0.87% GRADE
-0.70% GRADE -0.70% GRADE -0.70% GRADE -0.70% GRADE -0.70% GRADE -0.70% GRADE
HANDHOLE - (15)
STA:34+49.81
RIM:15.70
INV IN:11.67
INV OUT:9.30
EXISTING ELECTRICAL LINE
STA:34+51.0
INV. ELEV:13.500
-1.41% GRADE -1.41% GRADE -1.41% GRADE
EXISTING ELECTRICAL LINE
STA:33+58.7
INV. ELEV:14.000
HANDHOLE - (14)
STA:33+24.40
RIM:15.37
INV IN:9.10
INV OUT:9.90
0.52% GRADE 0.52% GRADE 0.52% GRADE 0.52% GRADE 0.52% GRADE 0.52% GRADE 0.52% GRADE -0.52% GRADE -0.52% GRADE -0.52% GRADE -0.52% GRADE
1.27% GRADE
MANHOLE - (10)
STA:20+84.75
RIM:15.94
INV IN:9.00
INV OUT:9.40
-1.54% GRADE -1.44% GRADE -1.07% GRADE
-1.37% GRADE
EXISTING GROUND
SURFACE
MIN. COVER LINE
EXISTING UTILITIES SHOWN HAVE NOT BEEN
VERTICALLY LOCATED. CONTRACTOR TO
VERIFY ALL UTILITY LOCATIONS AND DEPTHS
EXISTING PARKING
LOT SURFACE
EXISTING UTILITIES SHOWN HAVE NOT BEEN
VERTICALLY LOCATED. CONTRACTOR TO
VERIFY ALL UTILITY LOCATIONS AND DEPTHS
30" MIN. COVER
DRIVE LANES (TYP)
DB - (C)
24" MIN. COVER
UNPAVED AREAS (TYP)
EXISTING SURFACE
EXISTING GROUND
SURFACE
MIN. COVER LINE
18+20.00 18+50.00 19+00.00 19+50.00 20+00.00 20+50.00 21+00.00 21+50.00 22+00.00 22+50.00 23+00.00 23+50.00 24+00.00 24+30.00
18+3018+40 18+50.00
18+6018+7018+8018+90 19+00.00
19+1019+2019+3019+40 19+50.00
19+6019+7019+8019+90 20+00.00
20+1020+2020+3020+40 20+50.00
20+6020+7020+8020+90 21+00.00
21+1021+2021+3021+40 21+50.00
21+6021+7021+8021+90 22+00.00
22+1022+2022+3022+40 22+50.00
22+6022+7022+8022+90 23+00.00
23+1023+2023+3023+40 23+50.00
23+6023+7023+8023+90 24+00.00
24+1024+20 24+30.00
24+30.00 24+50.00 25+00.00 25+50.00 26+00.00 26+50.00 27+00.00 27+50.00 28+00.00 28+50.00 29+00.00 29+50.00 30+00.00 30+40.00
24+40 24+50.00
24+6024+7024+8024+90 25+00.00
25+1025+2025+3025+40 25+50.00
25+6025+7025+8025+90 26+00.00
26+1026+2026+3026+40 26+50.00
26+6026+7026+8026+90 27+00.00
27+1027+2027+3027+40 27+50.00
27+6027+7027+8027+90 28+00.00
28+1028+2028+3028+40 28+50.00
28+6028+7028+8028+90 29+00.00
29+1029+2029+3029+40 29+50.00
29+6029+7029+8029+90 30+00.00
30+1030+2030+30 30+40.00
30+40.0030+50.00 31+00.00 31+50.00 32+00.00 32+50.00 33+00.00 33+50.00 34+00.00 34+50.00 35+00.00 35+50.00 36+00.00 36+50.00
30+50.00
30+6030+7030+8030+90 31+00.00
31+1031+2031+3031+40 31+50.00
31+6031+7031+8031+90 32+00.00
32+1032+2032+3032+40 32+50.00
32+6032+7032+8032+90 33+00.00
33+1033+2033+3033+40 33+50.00
33+6033+7033+8033+90 34+00.00
34+1034+2034+3034+40 34+50.00
34+6034+7034+8034+90 35+00.00
35+1035+2035+3035+40 35+50.00
35+6035+7035+8035+90 36+00.00
36+1036+2036+3036+40 36+50.00
36+50.00 37+00.00 37+50.00 38+00.00 38+50.00 39+00.00 39+50.00 40+00.00 40+50.00 41+00.00 41+50.00 42+00.00 42+50.00 42+70.00
PRPOSED PARKING
LOT SURFACE
1.00% GRADE
REROUTE BELOW DUCT
30" MIN. COVER
DRIVE LANES (TYP)
24" MIN. COVER
UNPAVED AREAS (TYP)
24" MIN. COVER
UNPAVED AREAS (TYP)
-0.52% GRADE
1.07% GRADE
0.91% GRADE
EXISTING UTILITIES SHOWN HAVE NOT BEEN
VERTICALLY LOCATED. CONTRACTOR TO
VERIFY ALL UTILITY LOCATIONS AND DEPTHS
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
STOP - CAUTION!!!
BEFORE YOU DIG CALL 811 AT LEAST
48 HOURS PRIOR TO CONSTRUCTION
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 -6231
A
100% FINAL STAMPED
BID DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
1 2 4 5 6 7 8 9 10
PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP
1 2 3 4 5 6 7 8 9 10
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com
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ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFRASTRUCTURE UPGRADES
WEST PALM BEACH, FL
548-22-700
05/24/23Revisions: Date:
5/24/2023
PROFILE NOTES
1. DEPTH OF ELEC., COMM., GAS, WATER, STEAM UTILITIES ARE
ESTIMATED. CONTRACTOR SHALL FIELD VERIFY AND NOTIFY
COR OF ANY CONFLICTS WITH PROPOSED DUCT BANK.
2. CONTRACTOR TO RAISE OR LOWER EXISTING ELECTRIC,
COMM., IRRIGATION, AND GAS LINES IN-PLACE AT EACH
CROSSING TO PROVIDE THE REQUIRED 12" MIN. VERTICAL
CLEARANCE. THIS WORK SHALL BE INCIDENTAL TO
CONCRETE ENCASED FIBER CONSTRUCTION
3. WATER SHALL NOT COLLECT IN THE DUCTS. CONSTRUCT
DUCT BANKS WITH POSITIVE GRADES TOWARD THE
STRUCTURES.
PROFILE SCALES
VERTICAL SCALE: 1"=6', HORIZONTAL SCALE: 1"=20'
36+50.00 37+00.00 37+50.00 38+00.00 38+50.00 39+00.00 39+50.00 40+00.00 40+50.00 41+00.00 41+50.00 42+00.00 42+50.00 42+70.00
36+6036+7036+8036+90 37+00.00
37+1037+2037+3037+40 37+50.00
37+6037+7037+8037+90 38+00.00
38+1038+2038+3038+40 38+50.00
38+6038+7038+8038+90 39+00.00
39+1039+2039+3039+40 39+50.00
39+6039+7039+8039+90 40+00.00
40+1040+2040+3040+40 40+50.00
40+6040+7040+8040+90 41+00.00
41+1041+2041+3041+40 41+50.00
41+6041+7041+8041+90 42+00.00
42+1042+2042+3042+40 42+50.00
42+60 42+70.00
DUCT BANK - A
STATIONS 36+50.00 TO 42+70.00
0.50% GRADE 0.50% GRADE
EXISTING ELECTRICAL LINE
STA:37+78.2
INV. ELEV:12.000
MANHOLE - (16)
STA:38+20.37
RIM:16.12
INV IN:9.50
INV IN:10.30
INV OUT:10.00
-2.50% GRADE
EXISTING ELECTRICAL LINE
STA:38+93.8
INV. ELEV:13.875
HANDHOLE - (17)
STA:39+00.32
RIM:17.04
INV IN:12.00
INV OUT:12.00
-5.60% GRADE 4.64% GRADE
MANHOLE - (18)
STA:39+94.62
RIM:17.78
INV IN:11.57
INV OUT:11.50
-3.62% GRADE
HANDHOLE - (19)
STA:40+77.68
RIM:18.58
INV IN:14.50
INV OUT:14.86
EXISTING ELECTRICAL LINE
STA:40+46.0
INV. ELEV:16.000
EX. ELECTRICAL LINE
STA:40+70.1
INV. ELEV:16.000
EXISTING ELECTRICAL LINE
STA:40+84.7
INV. ELEV:16.000
12" PVC EX. WATER MAIN
STA:40+82.5
INV. ELEV:13.000
15" RCP EX. STORM SEWER
STA:40+97.5
INV. ELEV:10.807
HANDHOLE - (20)
STA:41+42.63
RIM:19.01
INV IN:13.73
INV OUT:13.50
-1.16% GRADE
HANDHOLE - (21)
STA:42+12.23
RIM:19.45
INV IN:14.31
INV OUT:14.69
-1.54% GRADE
0.50% GRADE
12" PVC EXISTING WATER MAIN
STA:39+38.9
INV. ELEV:11.802
EXISTING UTILITIES SHOWN HAVE NOT BEEN
VERTICALLY LOCATED. CONTRACTOR TO
VERIFY ALL UTILITY LOCATIONS AND DEPTHS
DB - (B)
EXISTING GROUND
SURFACE
MIN. COVER LINE
36+50.00 37+00.00 37+50.00 38+00.00 38+50.00 39+00.00 39+50.00 40+00.00 40+50.00 41+00.00 41+50.00 42+00.00 42+50.00 42+70.00
36+6036+7036+8036+90 37+00.00
37+1037+2037+3037+40 37+50.00
37+6037+7037+8037+90 38+00.00
38+1038+2038+3038+40 38+50.00
38+6038+7038+8038+90 39+00.00
39+1039+2039+3039+40 39+50.00
39+6039+7039+8039+90 40+00.00
40+1040+2040+3040+40 40+50.00
40+6040+7040+8040+90 41+00.00
41+1041+2041+3041+40 41+50.00
41+6041+7041+8041+90 42+00.00
42+1042+2042+3042+40 42+50.00
42+60 42+70.00
1.72% GRADE
-1.54% GRADE -1.54% GRADE
HANDHOLE - (22)
STA: 42+55.2
RIM: 19.74
INV IN: 15.35
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
-0+10.000+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00 3+00.00 3+50.00 4+00.00 4+50.00 5+00.00 5+50.00 6+00.00
0+00.00 0+10 0+20 0+30 0+40
0+50.00 0+60 0+70 0+80 0+90
1+00.00 1+10 1+20 1+30 1+40
1+50.00 1+60 1+70 1+80 1+90
2+00.00 2+10 2+20 2+30 2+40
2+50.00 2+60 2+70 2+80 2+90
3+00.00 3+10 3+20 3+30 3+40
3+50.00 3+60 3+70 3+80 3+90
4+00.00 4+10 4+20 4+30 4+40
4+50.00 4+60 4+70 4+80 4+90
5+00.00 5+10 5+20 5+30 5+40
5+50.00 5+60 5+70 5+80 5+90
6+00.00
6+00.00 6+50.00 7+00.00 7+50.00 8+00.00 8+50.00 9+00.00 9+50.00 10+00.00 10+50.00 11+00.00 11+50.00 12+00.00
6+10 6+20 6+30 6+40 6+50.00
6+60 6+70 6+80 6+90 7+00.00
7+10 7+20 7+30 7+40 7+50.00
7+60 7+70 7+80 7+90 8+00.00
8+10 8+20 8+30 8+40 8+50.00
8+60 8+70 8+80 8+90 9+00.00
9+10 9+20 9+30 9+40 9+50.00
9+60 9+70 9+80 9+90 10+00.00
10+1010+2010+3010+40 10+50.00
10+6010+7010+8010+90 11+00.00
11+1011+2011+3011+40 11+50.00
11+6011+7011+8011+90 12+00.00
DUCT BANK - B
STATION -0+10.00 TO 6+00.00
DUCT BANK - B
STATIONS 6+00.00 TO 12+00.00
EXISTING WATER LINE
STA:6+06.8
TOP ELEV:~13.6
12" PVC EXISTING WATER MAIN
STA:8+41.4
TOP ELEV:~12.2
EXISTING ELECTRICAL LINE
STA:8+47.6
TOP ELEV:~14.6
4" EX. IRRIGATION LINE
STA:8+46.1
TOP ELEV:~15.6
EXISTING ELECTRICAL CROSSING
STA:8+07.2
TOP ELEV:~15.0
15" RCP EXISTING STORM SEWER
STA:1+88.9
TOP ELEV:~9.3
EX. ELECTRICAL LILNE
STA:1+34.0
TOP ELEV:~14.3
EXISTING ELECTRICAL LILNE
STA:1+23.2
TOP ELEV:~14.3
12" PVC EX. WATER MAIN
STA:1+15.4
TOP ELEV:~14.0
EXISTING ELECTRICAL LILNE
STA:1+14.1
TOP ELEV:~15.3
12" PVC EX. WATER MAIN
STA:5+82.6
TOP ELEV:~13.5
EX. ELECTRICAL LINE
STA:5+79.6
TOP ELEV:~14.1
12" PVC EX. WATER MAIN
STA:5+77.1
TOP ELEV:~13.5
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
1.46% GRADE
24" MIN. COVER
UNPAVED AREAS (TYP)
HANDHOLE - (23)
STA:1+79.70
RIM:15.13
INV IN:9.10
INV OUT:10.29
HANDHOLE - (24)
STA:5+11.63
RIM:15.54
INV IN:9.00
INV OUT:12.18
24" RCP EX. STORM SEWER
STA:5+22.4
TOP ELEV:~10.8
HANDHOLE - (28)
STA:9+21.39
RIM:19.50
INV IN:14.80
-0.80% GRADE
-2.40% GRADE -2.40% GRADE
HANDHOLE - (26)
STA:6+44.15
RIM:16.32
INV IN:10.87
INV OUT:10.87
HANDHOLE - (27)
STA:7+16.16
RIM:16.56
INV IN:12.60
INV OUT:11.13
HANDHOLE - (25)
STA:5+63.68
RIM:15.86
INV IN:10.91
INV OUT:9.00
-0.63% GRADE
MAN HOLE - (16)
STA: 0+00.00
RIM: 16.12
INV IN: 9.5
INV IN: 10.3
INV OUT: 10.0
DB - (A)
-3.06% GRADE
-0.98% GRADE
REROUTE BELOW DUCT
EXISTING ROAD/DRIVE
SURFACE
-2.48% GRADE
-2.26% GRADE
2.45% GRADE
MIN. COVER LINE
MIN. COVER LINE
EXISTING GROUND
SURFACE
EXISTING GROUND
SURFACE
EXISTING UTILITIES SHOWN HAVE NOT BEEN
VERTICALLY LOCATED. CONTRACTOR TO
VERIFY ALL UTILITY LOCATIONS AND DEPTHS
EXISTING UTILITIES SHOWN HAVE NOT BEEN
VERTICALLY LOCATED. CONTRACTOR TO
VERIFY ALL UTILITY LOCATIONS AND DEPTHS
STOP - CAUTION!!!
BEFORE YOU DIG CALL 811 AT LEAST
48 HOURS PRIOR TO CONSTRUCTION
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 -6231
A
100% FINAL STAMPED
BID DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
1 2 4 5 6 7 8 9 10
PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP
1 2 3 4 5 6 7 8 9 10
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com
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In fra st ru ct ur e U pg ra de s
D es ig n/
8-
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B0 1.
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6/
/2
3:
:3
PM
ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFRASTRUCTURE UPGRADES
WEST PALM BEACH, FL
548-22-700
05/24/23Revisions: Date:
5/24/2023
PROFILE NOTES
1. DEPTH OF ELEC., COMM., GAS, WATER, STEAM UTILITIES ARE
ESTIMATED. CONTRACTOR SHALL FIELD VERIFY AND NOTIFY
COR OF ANY CONFLICTS WITH PROPOSED DUCT BANK.
2. CONTRACTOR TO RAISE OR LOWER EXISTING ELECTRIC,
COMM., IRRIGATION, AND GAS LINES IN-PLACE AT EACH
CROSSING TO PROVIDE THE REQUIRED 12" MIN. VERTICAL
CLEARANCE. THIS WORK SHALL BE INCIDENTAL TO
CONCRETE ENCASED FIBER CONSTRUCTION
3. WATER SHALL NOT COLLECT IN THE DUCTS. CONSTRUCT
DUCT BANKS WITH POSITIVE GRADES TOWARD THE
STRUCTURES.
-0+10.000+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00 3+00.00
0+00.00 0+10 0+20 0+30 0+40
0+50.00 0+60 0+70 0+80 0+90
1+00.00 1+10 1+20 1+30 1+40
1+50.00 1+60 1+70 1+80 1+90
2+00.00 2+10 2+20 2+30 2+40
2+50.00 2+60 2+70 2+80 2+90
3+00.00
DUCT BANK - C
STATIONS 0+00.00 TO 3+00.00
HANDHOLE - (4A)
STA:6+57.39
RIM:16.51
INV IN:11.36
INV OUT:11.36
INV OUT:12.58
HANDHOLE - (11A)
STA:22+52.12
RIM:16.91
INV IN:10.77
INV IN:11.04
INV OUT:10.00
8" HDPE EXISTING WATER MAIN
STA:0+28.0
TOP ELEV:~9.3
24" RCP EXISTING STORM SEWER
STA:1+25.1
TOP ELEV:~8.3
EXISTING ELECTRICAL LINE
STA:1+18.6
TOP ELEV:~14.3
EXISTING ELECTRICAL LINE
STA:0+63.2
TOP ELEV:~14.7
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
DB - (A)
DB - (A)
-0+10.000+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00 3+00.00
0+00.00 0+10 0+20 0+30 0+40
0+50.00 0+60 0+70 0+80 0+90
1+00.00 1+10 1+20 1+30 1+40
1+50.00 1+60 1+70 1+80 1+90
2+00.00 2+10 2+20 2+30 2+40
2+50.00 2+60 2+70 2+80 2+90
3+00.00
DUCT BANK - E
STATIONS 0+00.00 TO 3+00.00
PLANNED SERVICE
PROVIDER LOCATION
STA: ~ 2+80
RIM: ~14
INV IN: ~9.4
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS -2.69% GRADE
1.09% GRADE 1.09% GRADE
1.04% GRADE
MANHOLE (5C)
STA:16+01.06
RIM:13.82
INV IN:5.05
INV OUT:8.49
INV OUT:10.99
HANDHOLE (33)
STA:1+60.70
RIM:14.56
INV IN:11.24
INV OUT:10.67
EXISTING STORM (Size Unk)
STA:0+14.0
TOP ELEV:~13.1
18" RCP EXISGTING STORM SEWER
STA:1+20.9
TOP ELEV:~10.6
DB - (A)
0.90% GRADE
MIN. COVER LINE
EXISTING GROUND
SURFACE
EXISTING GROUND
SURFACE
EXISTING UTILITIES SHOWN HAVE NOT BEEN
VERTICALLY LOCATED. CONTRACTOR TO
VERIFY ALL UTILITY LOCATIONS AND DEPTHS
EXISTING UTILITIES SHOWN HAVE NOT BEEN
VERTICALLY LOCATED. CONTRACTOR TO
VERIFY ALL UTILITY LOCATIONS AND DEPTHS
STOP - CAUTION!!!
BEFORE YOU DIG CALL 811 AT LEAST
48 HOURS PRIOR TO CONSTRUCTION
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 -6231
A
100% FINAL STAMPED
BID DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
1 2 4 5 6 7 8 9 10
PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP
1 2 3 4 5 6 7 8 9 10
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com
BI
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W es t P al m B ea ch
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In fra st ru ct ur e U pg ra de s
D es ig n/
8-
0.
B0 1.
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6/
/2
3:
:3
PM
ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFRASTRUCTURE UPGRADES
WEST PALM BEACH, FL
548-22-700
05/24/23Revisions: Date:
5/24/2023
PROFILE NOTES
1. DEPTH OF ELEC., COMM., GAS, WATER, STEAM UTILITIES ARE
ESTIMATED. CONTRACTOR SHALL FIELD VERIFY AND NOTIFY
COR OF ANY CONFLICTS WITH PROPOSED DUCT BANK.
2. CONTRACTOR TO RAISE OR LOWER EXISTING ELECTRIC,
COMM., IRRIGATION, AND GAS LINES IN-PLACE AT EACH
CROSSING TO PROVIDE THE REQUIRED 12" MIN. VERTICAL
CLEARANCE. THIS WORK SHALL BE INCIDENTAL TO
CONCRETE ENCASED FIBER CONSTRUCTION
3. WATER SHALL NOT COLLECT IN THE DUCTS. CONSTRUCT
DUCT BANKS WITH POSITIVE GRADES TOWARD THE
STRUCTURES.
-0+10.000+00.00 0+50.00 1+00.00 1+50.00 2+00.00 2+50.00 3+00.00 3+50.00 4+00.00 4+50.00 5+00.00 5+50.00 6+00.00
0+00.00 0+10 0+20 0+30 0+40
0+50.00 0+60 0+70 0+80 0+90
1+00.00 1+10 1+20 1+30 1+40
1+50.00 1+60 1+70 1+80 1+90
2+00.00 2+10 2+20 2+30 2+40
2+50.00 2+60 2+70 2+80 2+90
3+00.00 3+10 3+20 3+30 3+40
3+50.00 3+60 3+70 3+80 3+90
4+00.00 4+10 4+20 4+30 4+40
4+50.00 4+60 4+70 4+80 4+90
5+00.00 5+10 5+20 5+30 5+40
5+50.00 5+60 5+70 5+80 5+90
6+00.00
5+90.006+00.00 6+50.00 7+00.00 7+50.00 8+00.00 8+50.00 9+00.00 9+50.00 10+00.00 10+50.00 11+00.00 11+50.00 11+90.00
6+00.00 6+10 6+20 6+30 6+40
6+50.00 6+60 6+70 6+80 6+90
7+00.00 7+10 7+20 7+30 7+40
7+50.00 7+60 7+70 7+80 7+90
8+00.00 8+10 8+20 8+30 8+40
8+50.00 8+60 8+70 8+80 8+90
9+00.00 9+10 9+20 9+30 9+40
9+50.00 9+60 9+70 9+80 9+90
10+00.00
10+1010+2010+3010+40 10+50.00
10+6010+7010+8010+90 11+00.00
11+1011+2011+3011+40 11+50.00
11+6011+7011+80 11+90.00
11+90.0012+00.00 12+50.00 13+00.00 13+50.00 14+00.00 14+50.00 15+00.00 15+50.00 16+00.00 16+50.00 17+00.00 17+50.00 17+90.00
12+00.00
12+1012+2012+3012+40 12+50.00
12+6012+7012+8012+90 13+00.00
13+1013+2013+3013+40 13+50.00
13+6013+7013+8013+90 14+00.00
14+1014+2014+3014+40 14+50.00
14+6014+7014+8014+90 15+00.00
15+1015+2015+3015+40 15+50.00
15+6015+7015+8015+90 16+00.00
16+1016+2016+3016+40 16+50.00
16+6016+7016+8016+90 17+00.00
17+1017+2017+3017+40 17+50.00
17+6017+7017+80 17+90.00
MANHOLE - (31)
STA:8+81.69
RIM:15.51
INV IN:9.52
INV OUT:6.00
HANDHOLE - (32)
STA:12+25.21
RIM:16.45
INV IN:10.00
INV OUT:10.62
-0.85% GRADE 0.73% GRADE
-1.01% GRADE 1.17% GRADE
-3.53% GRADE
1.17% GRADE
EXISTING 12" RCP SAN SEWER
STA:0+57.0
TOP ELEV:~6.5
EX. UNKNOWN UTILITY
STA:3+65.2
TOP ELEV:~14.5
EXISTING ELECTRICAL LINE
STA:6+63.3
TOP ELEV:~14.5 EXISTING ELECTRICAL LINE
STA:7+32.1
TOP ELEV:~14.7 EXISTING 12" WATER MAIN
STA:9+15.3
TOP ELEV:~12.0
EXISTING FIBER LINE
STA:10+78.4
TOP ELEV:~12.8
EXISTING GAS LINE
STA:10+19.2
TOP ELEV:~11.9
EXISTING FIBER LINE
STA:11+80.6
TOP ELEV:~12.8
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
24" MIN. COVER
UNPAVED AREAS (TYP)
EXISTING GROUND
SURFACE
EXISTING UTILITIES SHOWN HAVE NOT BEEN
VERTICALLY LOCATED. CONTRACTOR TO
VERIFY ALL UTILITY LOCATIONS AND DEPTHS
EXISTING UTILITIES SHOWN HAVE NOT BEEN
VERTICALLY LOCATED. CONTRACTOR TO
VERIFY ALL UTILITY LOCATIONS AND DEPTHS
EXISTING UTILITIES SHOWN HAVE NOT BEEN
VERTICALLY LOCATED. CONTRACTOR TO
VERIFY ALL UTILITY LOCATIONS AND DEPTHS
EXISTING AT&T VAULT
STA: 14+00.00
RIM: 16.80
INV IN: 12.65
DUCT BANK - D
STATION -0+10.00 TO 6+00.00
DUCT BANK - D
STATIONS 6+00.00 TO 12+00.00
DUCT BANK - D
STATIONS 12+00.00 TO 18+00.00
24" MIN. COVER
UNPAVED AREAS (TYP)
30" MIN. COVER
DRIVE LANES (TYP)
30" MIN. COVER
DRIVE LANES (TYP)
HANDHOLE - (1)
STA:0+00.00
RIM:17.62
INV OUT:13.47
INV OUT:12.72
DB - (A)
6.60% GRADE
1.03% GRADE
HANDHOLE - (29)
STA:1+80.07
RIM:15.32
INV IN:9.73
INV OUT:9.99
HANDHOLE - (30)
STA:5+50.41
RIM:15.43
INV IN:9.87
INV OUT:9.89
MIN. COVER LINE
MIN. COVER LINE
MIN. COVER LINE
EXISTING GROUND
SURFACE
EXISTING GROUND
SURFACE
1.17% GRADE
-1.00% GRADE
STOP - CAUTION!!!
BEFORE YOU DIG CALL 811 AT LEAST
48 HOURS PRIOR TO CONSTRUCTION
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 -6231
A
100% FINAL STAMPED
BID DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
1 2 4 5 6 7 8 9 10
PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP
1 2 3 4 5 6 7 8 9 10
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com
BI
M
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W es t P al m B ea ch
E H
R M
In fra st ru ct ur e U pg ra de s
D es ig n/
8-
0.
B0 1.
M T_
R
.rv t
6/
/2
3:
:3
PM
ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFRASTRUCTURE UPGRADES
WEST PALM BEACH, FL
548-22-700
05/24/23Revisions: Date:
5/24/2023
PROFILE NOTES
1. DEPTH OF ELEC., COMM., GAS, WATER, STEAM UTILITIES ARE
ESTIMATED. CONTRACTOR SHALL FIELD VERIFY AND NOTIFY
COR OF ANY CONFLICTS WITH PROPOSED DUCT BANK.
2. CONTRACTOR TO RAISE OR LOWER EXISTING ELECTRIC,
COMM., IRRIGATION, AND GAS LINES IN-PLACE AT EACH
CROSSING TO PROVIDE THE REQUIRED 12" MIN. VERTICAL
CLEARANCE. THIS WORK SHALL BE INCIDENTAL TO
CONCRETE ENCASED FIBER CONSTRUCTION
3. WATER SHALL NOT COLLECT IN THE DUCTS. CONSTRUCT
DUCT BANKS WITH POSITIVE GRADES TOWARD THE
STRUCTURES.
9.
1'
21.3'
.0
9.5'
.6
19.6'
4.
5'33.3'0.
3'
54.2'0.
3'
38.0'
.9
10.4'
6.
8'
66.6'
.7
8.5'
1.
3'
2.1'
.5
202.0'
BUS
SHELTER
S
SS
CO RDRDRDRD
RD
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HYD
GV
G V
G
VD
D
C V
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PZ
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WPB
WPB
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TR
AN
S
TRANS
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GT
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CO
CO
GV
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DUMPSTER
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CALL BOX
CALL BOX
CALL BOX
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WATER PUMP
SI
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SI
GN
SI
GN
METAL STEPS
YD
D
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D
D
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CALL BOX
HYD
BUS
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S
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Building B-3 B-3
Pa rk ing G ar ag e
Parking Garage
B-15
B-13 B-14
B-22
B-1
B-12
B-7
B-4
B-19
B-10
B-20
Parking Deck
B-6
WPB
W
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WPB
WPB
WPB
WP
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IR
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D D
D
D
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D
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BUS STOP
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TRAV/XCUT
.89
CTRL/1
.88
CHK/BS20
.13
CHK/20
.83
CHK/10
.83
CHK/10
.15
.37
.10
.41
.49
.31
.64
TOP 3"PVC1009312.14
TOP 2"PVC POL
1009410.94
.81
.38
.82
.3015
.80
.51
.2615
.18
.94
.82
.48
.10
.22
.42
.00
.06
.25
.63
.66
.49
.03
PVC/TOP 1"
1024711.33
WELL
/M
ONITORIN
G
.21
CHK/10
.82
TRAV/60
D SET
.50
.12
.17
.66
.71
.91
.27
.34
.89
.30
FH
.08
.71
.63
.54
.61
.02
.73
.70
.68
GRAIL10
.61 GRAIL10
.79
GRAIL10
.32
GRAIL10
.60
GRAIL10
.37
FL
DDDDDDDDDDDD
S
RDRD
RD
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D D
D
D D
D D
D
S S S S S S S S S S S
HYD
GV
G V G
VD
D
C V
R
PZ
PIV
WPB
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TR
AN
S
TRANS
WPB
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
GT
GT
CO
CO
TOB
TOB
TOB
TOB TOB TOB TOB
TOBTOBTOBTOB
TOB
TOE TOE TOE TOE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
LS
FL
FL
FL
W W
W
W W
W
CO
CO
FM
FM
FM
FM
FDC
DUMPSTER
PAD
D
D
D
W W W W W W WCTRL/M
AG N
L
.61
WV/Cover1428415.70
.01
.25
BOL14
.91
BOL14
.90
BOL14
.88
BOL14
.72
BLD
G/C
OR
.07
BLD
G/C
OR
.96
BOL14
.31
BOL14
.28
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
B
TO
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TOB
TOB
W
WPB
WPB
WPB
WPB
14 13
11 10
14 13 12 11 10
14 13 12 11 10
14 13 12 11
W D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
W W
W W
W
W
W
W
W
W
W
W
W
PROPANE GAS
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
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BE
BE
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BE
BE
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GAS GAS
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UNK
UNK
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U N
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14.96
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D D
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CB/CL1494214.13
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
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FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
S S
SS
S
S
FO FO
HYD
EXISTING
WETLANDS AREA
EXISTING FENCE
(20 FT TO 30FT)
WETLAND BUFFER
WW
CATCH BASIN
RIM EL. 14.13
INV. EL. 8.88 (S)
12" NYLOPLAST CATCH BASIN
RIM EL. = 15.65
INV. EL. = 13.39 (N)
12" NYLOPLAST CATCH BASIN
RIM EL. = 16.04
INV. EL. = 13.24 (N)
INV. EL. = 13.24 (SE)
12" NYLOPLAST CATCH BASIN
RIM EL. = 15.88
INV. EL. = 13.28 (NW)
INV. EL. = 13.28 (S)
SANITARY MANHOLE
RIM EL. = 15.72
INV. EL. = 10.79 (E)
INV. EL. = 11.27 (S)
INV. EL. = 10.52 (SW)
24" CMP
INV EL. 7.78
DRAINAGE MANHOLE
RIM EL. 15.54
BOTTOM EL. 7.74
W.INV. EL. 10.39
WEIR TOP EL. 13.44
B U
S
B U
S
CONTROL POINT
NORTHING: 92580.29
EASTING: 946932.45
B-13 B-14
B-22
HYD
= HAND RAIL
= CYPRESS
= OAK
= PALM
= PINE
= AUSPINE
= UNKNOWNUnknown
HR
= SANITARY MANHOLE
= BELLSOUTH TELEPHONE MANHOLE
= BELLSOUTH TELEPHONE RISER
= CONCRETE LIGHT POLE
= POSTED SIGNS
= ELECTRIC BOX
= CABLE TELEVISION RISER
= FIRE HYDRANT
= SIAMESE CONNECTION
= WATER GATE VALVE
= WATER SPRINKLER VALVE
= CATCH BASIN
= CURB INLET
FDC
GV
S
CTV
HYD
SCV
= LIMITS OF THE TOPOGRAPHIC SURVEY
= EXISTING DRAINAGE PIPE
= EXISTING SANITARY SEWER PIPE
= EXISTING WATER MAIN PIPE
= EXISTING GUARDRAIL
= EXISTING FIBER OPTIC LINE
= EXISTING BURIED ELECTRIC LINE
= EXISTING BURIED ELECTRIC LINE
= EXISTING UNKNOWN LINE
= EXISTING GAS LINE
D
S
W
FO
BE
IRR
UNK
GAS
Scale: 1" = 20'1 EXISTING CONDITIONS - DATA CENTER
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 -6231
A
100% FINAL STAMPED
BID DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
1 2 4 5 6 7 8 9 10
PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP
1 2 3 4 5 6 7 8 9 10
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com
BI
M
- V A
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In fra st ru ct ur e U pg ra de s
D es ig n/
8-
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B0 1.
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6/
/2
3:
:3
PM
ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFRASTRUCTURE UPGRADES
WEST PALM BEACH, FL
548-22-700
05/24/23Revisions: Date:
5/24/2023
GRAPHIC SCALE
1" = 20'
20'0 40'10'
LEGEND:
SITE SURVEY NOTES:
1. SITE TOPOGRAPHIC SURVEY PERFORMED BY F. R. S. SURVEYING AND
UTILITIES LOCATES PERFORMED BY BLOOD HOUND UNDERGROUND UTILITY
LOCATORS.
2. FINAL SURVEY SIGNED - 04/04/2023.
KEY PLAN
D
D
D
D D
D
D
D
D
D
DDDDDD
FL
DDDDDDDDD
S RD
RD
CO
D D
D
D D
D D
D
S S S S S S S S
HYD
GV
G V G
VD
D
C V
R
PZ
PIV
WPB
WPB
WPB
TR
AN
S
TRANS
WPB
X X
X
X X X X X X X X X
X
X
X
X
X
X X
GT
GT
CO
CO
TOE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
LS
FL
FL
FL
W W
W
W W
W
CO
CO
FM
FM
FM
FM
FDC
DUMPSTER
PAD
D
D
D
W W W W W W W
W
WPB
WPB
WPB
WPB
W D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
W W
W W
W
W
W
W
W
W
W
W
W
W
W W W W W
PROPANE GAS
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BEBEBEBEBEBE
BE
GAS
GAS GAS
BE
BE
BE
BE
BE
BE
BE
BE BE
BE
BE
UNK
UNK
UNK
UNK
UNK
UNK
U N
K U
N K
U N
K U
N K
U N
K U
N K
U N
K U
N K
BE
BE
UNK
UNK
UNK
U N
K
BEBEBEBEBE
BE
BE
BE BE BE BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
UNK
UNK
BE
BE
BE
BE
BE
D D
D D
D
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
S S
S S
S S
FO FO
HYD
EXISTING
WETLANDS AREA
EXISTING FENCE
(20 FT TO 30FT)
WETLAND BUFFER
WW
B U
S
B U
S
B-13 B-14
B-22
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
XX
X
X X
X
X
PROPOSED STAGING
CONSTRUCTION AREA
S
SF
SF
SF
SF
SF
SF
SF
SF
LOC LOC LOC LOC
LO
C
LO
C
LO
C
LO
C
LOCLOCLO
C
LO
C
LO
C
LOC
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LO
C
LO
C
LOCLOCLO
C
LO
C
LO
CLOCLOCLOC
LOCLO
C
LO
C
LOC
LOC LOC
LOC
LOC
LOC
LOC
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
X X
XXXXXXXXX
X X
X X
X X
X X
X X
X X
X X
X X
X X
SF
SF
X X
X X
X X
X X
X X
X X
X X
X X
X X
LOC
LOC
PROTECT EX.
HVAC IN PLACE
PROTECT EX.
UTILITIES
PROTECT EX.
STORM SEWER
PROTECT EX. FIRE
LINE BFP AND FDC
IN PLACE
DEMO EX.
HANDICAP
STRIPPING
TEMPORARY CONSTRUCTION
FENCING
LIMITS OF CONSTRUCTION
LIMITS OF TOPOGRAPHIC SURVEY
DUCT BANK WITH 4" PVC CONDUITS
LOC LOC
MH
LINETYPES
NEW HANDHOLES: 4' x 4'
NEW FIBER MANHOLES: 6' x 12'
TREE PROTECTION
REMOVE EX. TREE
AREA OF DEMOLITION AND REPLACEMENT;
CONCRETE ASPHALT, CURB AND GUTTER,
RAMPS, SIDEWALKS, OTHER HARDSCAPES
DEMO
SITE FEATURES
SILT FENCE
CURB INLET PROTECTION
AREA INLET PROTECTION
RUNOFF ENERGY DISSIPATOR
EROSION CONTROL MEASURES
SF
X
X
X
FO FO FO
Scale: 1" = 20'1 DEMO AND EROSION CONTROL PLAN
DEMOLITION KEY NOTES: (NOT ALL USED ON THIS SHEET)
1. DEMOLISH CONCRETE SIDEWALKS AND DRIVEWAY APRON.
2. DEMOLISH PERVIOUS CONCRETE PAVEMENT AND STONE TO SUBGRADE.
3. DEMOLISH VERTICAL CURB.
4. DEMOLISH EXERCISE SHELTER.
5. DEMOLISH AND CAP UNDERGROUND ELECTRICAL SERVICE LINE.
6. DEMOLISH AND CAP UNDERGROUND FIBER OPTIC SERVICE LINE.
7. DEMOLISH AND CAP UNDERGROUND WATER MAIN.
8. DEMOLISH UNDERGROUND ABANDONED UTILITY.
9. REMOVE AND STORE FIRE HYDRANT.
10. REMOVE EXISTING UNDERGROUND UTILITIES BOX.
11. REMOVE AND STORE LIGHT POLE AS DIRECTED BY COR.
12. RELOCATE/STORE EXERCISE EQUIPMENT AS DIRECTED BY THE COR.
13. DEMOLISH THREE (3) SECTIONS OF METAL HAND RAILS.
14. REMOVE AND STORE SIGNS
15. REMOVE AND STORE WHEEL STOPS
16. REMOVE AND STORE BUS SHELTER: COORDINATE RELOCATION WITH
THE VA
STOP - CAUTION!!!
BEFORE YOU DIG CALL 811 AT LEAST
48 HOURS PRIOR TO CONSTRUCTION
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 -6231
A
100% FINAL STAMPED
BID DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
1 2 4 5 6 7 8 9 10
PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP
1 2 3 4 5 6 7 8 9 10
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com
BI
M
- V A
W es t P al m B ea ch
E H
R M
In fra st ru ct ur e U pg ra de s
D es ig n/
8-
0.
B0 1.
M T_
R
.rv t
6/
/2
3:
:3
PM
ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFRASTRUCTURE UPGRADES
WEST PALM BEACH, FL
548-22-700
05/24/23Revisions: Date:
5/24/2023
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 -6231
A
100% FINAL STAMPED
BID DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
1 2 4 5 6 7 8 9 10
PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP
1 2 3 4 5 6 7 8 9 10
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com
BI
M
- V A
W es t P al m B ea ch
E H
R M
In fra st ru ct ur e U pg ra de s
D es ig n/
8-
0.
B0 1.
M T_
R
.rv t
6/
/2
3:
:3
PM
ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFRASTRUCTURE UPGRADES
WEST PALM BEACH, FL
548-22-700
05/24/23Revisions: Date:
5/24/2023
GRAPHIC SCALE
1" = 20'
20'0 40'10'
LEGEND:
GENERAL DEMOLITION NOTES:
1. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITIES.
2. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO STARTING WORK. REFER TO SEDIMENT EROSION
CONTROL NOTES ON C-001 & CS506.
3. PROVIDE INLET PROTECTION AT ALL CURB INLETS AND DROP INLETS AFFECTED BY CONSTRUCTION RUNOFF.
4. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND UTILITIES FOR MINIMAL DISRUPTION.
5. INSTALL TREE PROTECTION FENCING AROUND TREES SHOWN TO BE PROTECTED. AVOID TREE REMOVAL WHENEVER
POSSIBLE - EVEN WHEN NOTED FOR REMOVAL.
6. PROTECT ALL EXISTING SITE ELEMENTS (TREES, UTILITIES, CURB, ETC.) NOT NOTED FOR REMOVAL. REPLACE IN KIND IF
DAMAGED AT NO COST TO THE GOVERNMENT.
7. CONTRACTOR SHALL REMOVE AND DISPOSE ALL DEMOLITION ITEMS OFFSITE IN ACCORDANCE WITH APPLICABLE
FEDERAL, STATE AND LOCAL REQUIREMENTS.
8. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROLS.
9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.
10. SUBSTITUTIONS FROM INFO SHOWN HEREIN SHALL BE REVIEWED AND APPROVED BY VAMC.
11. COORDINATE ALL UTILITY RELOCATIONS / DISRUPTIONS WITH VAMC STAFF.
12. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE SERVICE PROVIDER FOR CONNECTION TO OFFSITE
TELECOMMUNICATION SERVICE.
13. ALL LANDSCAPED AREA DISTURBED FOR TELECOMUNICATIONS DUCT BANK INSTALLATION TO BE RESTORED IN KIND.
14. CLEAN CUT ALL TREE ROOTS WHEN ENCOUNTERED DURING EXCAVATION.
15. CONTRACTOR RESPONSIBLE FOR LOCATING VETERANS AFFAIR'S PRIVATE UTILITIES. 811 WILL LOCATE ONLY PUBLIC
UTILITIES
LIMITS OF CONSTRUCTION
LIMITS OF TOPOGRAPHIC SURVEY
DUCT BANK WITH 4" PVC CONDUITS
LOC LOC
MH
LINETYPES
NEW HANDHOLES: 4' x 4'
NEW FIBER MANHOLES: 6' x 12'
TREE PROTECTION
REMOVE EX. TREE
AREA OF DEMOLITION AND REPLACEMENT;
CONCRETE ASPHALT, CURB AND GUTTER,
RAMPS, SIDEWALKS, OTHER HARDSCAPES
DEMO
SITE FEATURES
SILT FENCE
CURB INLET PROTECTION
AREA INLET PROTECTION
RUNOFF ENERGY DISSIPATOR
EROSION CONTROL MEASURES
SF
AREA OF REPLACEMENT/CONSTRUCTION
OF CONCRETE SIDEWALKS AND
HARDSCAPE
AREA OF REPLACEMENT OF ASPHALT
ROADWAY, PARKING LOT, AND CURB AND
GUTTER
AREA OF RESTORATION/INSTALLATION OF
GRASS LANDSCAPE
AREA OF RESTORATION AND CONSTRUCTION
X
X
X
FO FO FO
TOP 3"PVC
10093 12.14
TOP 2"PVC POL
10094 10.94
PVC/TOP 1"
10247 11.33
WELL
/M
ONITORIN
G
.21
RDRD
RD
S S S S S S S S S S
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
TOE TOE TOE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W W
W
DUMPSTER
PAD
BLD
G/C
OR
.07
BLD
G/C
OR
.96
14 13
11 10
14 13 12
14 13 12 11 10
14 13 12 11
16 16
W
W
W
W
W
W
W
W
B-13 B-14
B-22
S
SF
SF
SF
SF
SF
SF
SF
SF
X
X
X
X X
X X
X X
X X
X X
X
XXXXX
X
X
LOC LOC LOC LOC
LO
C
LO
C
LO
C
LO
C
LOCLOCLO
C
LO
C
LO
C
LOC
LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC
LO
C
LO
C
LOCLOCLO
C
LO
C
LO
CLOCLOCLOC
LOCLO
C
LO
C
X X
X X
X X X X
X
HYD
LOC
LOC
LOC
LOC
LOC
LOC
LOC
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
X X
XXXXXXXXX
X X
X X
X X
X X
X X
X X
X X
X X
X X
SF
SF
LOC
LOC
X
TIE TO EXISTING
TIE TO EXISTING
TIE TO EXISTING
TIE TO EXISTING
TIE TO EXISTING
TIE TO EXISTING
TIE TO EXISTING
TIE TO EDGE OF
EX. BUILDING
TIE TO EXISTING
2 RISERS AT 6.75".
ADJUST TO MATCH FINAL
UTILITIES ENCLOSURE SLAB
HEIGHT AND SIDEWALK ELEV.
NEW EHRM DATA
CENTER BUILDING
TIE TO EXISTING
TIE TO EXISTING
TIE TO EXISTING
1a
STOP - CAUTION!!!
BEFORE YOU DIG CALL 811 AT LEAST
48 HOURS PRIOR TO CONSTRUCTION
CIVIL CONSTRUCTION SITE NOTES:
1. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL OBTAIN ALL REQUIRED
PERMITS AND APPROVALS.
2. ALL EXISTING CONDITIONS, DIMENSIONS, AND GRADES SHOWN ON THE PLANS SHALL
BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
3. FOR PERMANENT STABILIZATION, CONTRACTOR SHALL USE SOD, TYPICAL OF GRASS
ON SITE, FOR ALL DISTURBED AREAS.
4. CLEAN CUT ALL TREE ROOTS WHEN ENCOUNTERED DURING EXCAVATION.
5. CONTRACTOR RESPONSIBLE FOR LOCATING VETERANS AFFAIR'S PRIVATE UTILITIES.
811 WILL LOCATE ONLY PUBLIC UTILITIES.
6. PROVIDE INLET PROTECTION AT ALL CURB INLETS AND DROP INLETS AFFECTED BY
CONSTRUCTION RUNOFF.
7. SEE SHEET C-003 FOR SITE CONSTRUCTION PHASING PLAN
8. NOT ALL KEYNOTES USED ON THIS SHEET
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 -6231
A
100% FINAL STAMPED
BID DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
1 2 4 5 6 7 8 9 10
PhaseCONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP
1 2 3 4 5 6 7 8 9 10
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
703 Main Avenue, SW PO Box 1629, Hickory, NC 28603 T: 828.315.9962 F: 828.315.9964 www.atriaxgroup.com
BI
M
- V A
W es t P al m B ea ch
E H
R M
In fra st ru ct ur e U pg ra de s
D es ig n/
8-
0.
B0 1.
M T_
R
.rv t
6/
/2
3:
:3
PM
ELECTRONIC HEALTH RECORD
MODERNIZATION (EHRM)
INFRASTRUCTURE UPGRADES
WEST PALM BEACH, FL
548-22-700
05/24/23Revisions: Date:
5/24/2023
Scale: 1" = 20'1 DATA CENTER - CIVIL SITE PLAN
GRAPHIC SCALE
1" = 20'
20'0 40'10'
KEYNOTES:
1. CONSTRUCT CONCRETE SIDEWALK: SEE 1/CS501
1a. CONSTRUCT SIDEWALK WITH 2" SEPARATION FROM BUILDING FACADE: SEE 1/CS501
2. CONSTRUCT REINFORCED CONCRETE SIDEWALK: SEE 2/CS501
3. CONSTRUCT ADA DIRECTIONAL CURB RAMP: SEE 3/CS502
4. CONSTRUCT ADA PARALLEL DIRECTIONAL CURB RAMP: SEE 2/CS502
5. CONSTRUCT ADA 90 DEGREE DIRECTIONAL RAMP: SEE 1/CS502
6. CONSTRUCT VERTICAL CONCRETE CURB: SEE 4/CS502
7. CONSTRUCT RIBBON CURB: SEE 5/CS502
8. CONSTRUCT PERMEABLE PAVEMENT SECTION: SEE 6/CS501
9. CONSTRUCT CONCRETE APRON: SEE 5/CS501
10. CONSTRUCT CONCRETE UTILITY PAD: SEE STRUCTURAL SHEETS
11. CONSTRUCT CONCRETE BLAST PROTECTION ENCLOSURE: SEE ARCHITECTURAL AND
STRUCTURAL PLAN SET
12. CONSTRUCT REINFORCED CONCRETE RETAINING WALL: SEE STRUCTURAL 23-SB501
13. INSTALL ADA COMPLIANT HAND RAIL: SEE 9/CS502
14. INSTALL CRASH RATED FENCE: SEE 1/CS511
15. INSTALL CONCRETE BOLLARDS: 10/CS502
16. INSTALL VEHICLE SECURITY GATE: SEE 1/CS512
17. INSTALL PEDESTRIAN SECURITY GATE: SEE 2/CS511
18. REINSTALL FIRE HYDRANT: SEE 2/CS509
19. REINSTALL LAMP POSTS AND FIXTURES: SEE ELECTRICAL 23 - EN - 400
20. NEW SANITARY SEWER DOGHOUSE MANHOLE: SEE 2/CS508
21. FDC ON NEW DATA CENTER: SEE PLUMBING SHEETS
22. UTILITIES PAD AND RETAINING WALL: SEE STRUCTURAL SHEETS
23. INSTALL SEWAGE EJECTOR SYSTEM: SEE 1/CS510
24. INSTALL PROPOSED STORM SEWER: SEE UTILITY PLAN CU108
LEGEND:
TEMPORARY CONSTRUCTION
FENCING
BUS STOP
.99
TOP 3"PVC
10093 12.14
TOP 2"PVC POL
10094 10.94
PVC/TOP 1"
10247 11.33
WELL
/M
ONITORIN
G
.21
GRAIL10
.79
GRAIL10
.32
GRAIL10
.60
GRAIL10
.37
38.0'
.9
10.4'
6.
8'
66.6'
.7
8.5'
1.
3'
2.1'
.5
202.0'
BUS
SHELTER
S
RDRD
RD
COCO
S S S S S S S S S S
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
GT
GT
CO
CO
TOE TOE TOE
LS
CO
CO
DUMPSTER
PAD
BLD
G/C
OR
.07
BLD
G/C
OR
.96
CB/CL
14942 14.13
B-13 B-14
B-22
S
X
X
X
X X
X X
X X
X X
X X
X
XXXXX
X
X
X X
X X
X X X X
HYD
3+37.8
0+00.0
1+00.0
2+00.0
3+00.0
0+45.6
0+00.0
L4 C3L1
L2
L3
C1
C2
24'
R3'
.5
8'
17'
R15'
R30'
39.65'
R 30' 5'
2'
5.5'
R14'
0.
2'
3'
R16
.7
5' R3'
17.5'
R3'
6.
R3'26.1'
28.36'
6.9'
R3'
7.5'
8'
14.5'
.5
10.7'
8'
6'
.9
8.5'
52.49'
R30'
5'
20'
7'21'
38.5'
120'
0'
52'
12'
4.
5'
8'
6'
R1 0'
R10'
R50'
3.
2'
5'
5'
20'
38'
19'
.5
.5
.1
X13
82'
27'
5'
R3'
10.5'
5' CLR.
3.5'
5'
25'
8'
HORIZONTAL CONTROL NOTES:
1. DIMENSIONS ARE TO FACE OF CURB, OUTSIDE EDGE OF CONCRETE RETAINING WALLS, EDGE OF
CONCRETE SLABS UNLESS NOTED OTHERWISE.
STOP - CAUTION!!!
BEFORE YOU DIG CALL 811 AT LEAST
48 HOURS PRIOR TO CONSTRUCTION
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 -6231
A
100% FINAL STAMPED
BID DOCUMENTS
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
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