Civil Drawings CU-214-CU216.pdf
PDF 14 MB Posted
- Attached to
- 36C77623B0047 - Y1DA--657A5-21-700 EHRM Infrastructure Upgrades Construction Marion, IL VAMC
- Solicitation number
- 36C77623B0047_1
About this file
This federal contract opportunity notice seeks construction services for infrastructure upgrades at the Veterans Affairs Medical Center in Marion, Illinois. The Department of Veterans Affairs Technology Acquisition Center Austin is soliciting proposals under solicitation number 36C77623B0047 for construction work related to upgrading the EHRM infrastructure at the Marion VAMC. The scope of work involves civil drawings for construction of buildings CU-214 and CU-216 as indicated in the 14MB Civil Drawings file. Proposals are due by the date listed on the solicitation notice for awarding the contract to upgrade critical infrastructure and support veterans' healthcare services at this facility.
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Text version
SANITARY
WATER
ELECTRIC
ELECTRIC
WATER
WATER
29+00
30+00
31+00 32+00
+0
+8
22"
22"
10"
WATER
11+60
28+60 29+00 30+00 31+00 32+00 33+00 34+00 34+20
9.6
8.5
7.4
7.2
7.8
8.1
8.0
7.5
7.0
7.3
6.9
6.7
6.5
6.2
5.9
5.6
5.6
5.9
4.4
3.8
4.4
5.8
9.0
9.4
0.1 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t o n e e i g h t h i n c h o n e f o o t
A
B
C
D
E
F
Veterans
Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
SETH ANDREW CAVIN - ARCHITECT
JAMES ROSS MYLES - MECHANICAL ENGINEER
BENJAMIN ELIAS NOE - ELECTRICAL ENGINEER
#011.023503 EXP. 11/30/2022
#062.071715 EXP. 11/30/2023
#062.072296 EXP. 11/30/2023
CIVIL/ STRUCTURAL ENGINEER
OATES ASSOCIATES
100 LANTER COURT, SUITE 1
COLLINSVILLE, IL 62234
(618) 345-2200
MECH / ELEC / PLUMB ENGINEER
SPUR DESIGN
11020 KING STREET, SUITE 350
OVERLAND PARK, KS 66210
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT SAFETY & HEALTH
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
DATA/COMM CONSULTANT
ASPEN ENGINEERING & CONSTRACTING
7 KIJI-DAVA CIRCLE, SUITE A
PRESCOTT, AZ 86301
(928) 774-0992
PHYSICAL SECURITY
FORCE PROTECT
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
EHRM INFRASTRUCTURE
UPGRADES
COMMISSIONING AGENT
ES2
13401 N. SANTA FE AVE.
OKLAHOMA, OK 73114
(405) 528-4500
A
M
AM
PHJ
FINAL BID DOCUMENTS
04/20/2023
657A5-21-700
MARION VA MEDICAL CENTER
2401 WEST MAIN ST.
MARION, IL 62959
SPUR #: 2114
No. REVISION DESCRIPTION DATE
CONTROLLED UNCLASSIFIED INFORMATION - CUI
CONTROLLED UNCLASSIFIED INFORMATION - CUI
N
BUILDING 43
SCALE: 1" = 20'
PATH B.10
NEW FIBER DUCTBANK
BUILDING 82
FIBER PLAN & PROFILE
CU214
SEE SHEET CU215
PATH B.10
STA 29+32 TO 29+37
REMOVE AND REPLACE EXISTING CONCRETE SIDEWALK,
SEE DETAIL 1 ON SHEET CU400
WATER, UNKNOWN DEPTH (TYP.)
ADJUST DUCTBANK ALIGNMENT IF IN CONFLICT
STA 30+17 TO 30+80
REMOVE AND REPLACE EXISTING CONCRETE PAVEMENT
AND CURB & GUTTER, SEE DETAIL 8 & 10 ON SHEET CU401
STA 32+33 TO 32+39
REMOVE AND REPLACE EXISTING CONCRETE SIDEWALK,
SEE DETAIL 1 ON SHEET CU400 STA 33+43 TO 33+50
REMOVE AND REPLACE EXISTING CONCRETE SIDEWALK,
SEE DETAIL 1 ON SHEET CU400
BLDG 43
BLDG 82
EXISTING GROUND
REMOVE AND REPLACE EXISTING
CONCRETE SIDEWALK (TYP.)
SEE DETAIL 1 ON SHEET CU400
REMOVE AND REPLACE EXISTING
CONCRETE PAVEMENT AND CURB &
GUTTER, SEE DETAILS 8 & 10 ON SHEET CU401
REMOVE AND REPLACE EXISTING
CONCRETE SIDEWALK (TYP.)
SEE DETAIL 1 ON SHEET CU400
REMOVE AND REPLACE EXISTING
CONCRETE SIDEWALK (TYP.)
SEE DETAIL 1 ON SHEET CU400
MH EXAM
ROOM 110
SE
E
SH
EE
T
CU
STORM SEWER 24" HDPE, APPROX. INV 452.70
ADJUST DUCTBANK ALIGNMENT IF IN CONFLICT
SANITARY SEWER 8" VCP, APPROX. INV 445.44
ADJUST DUCTBANK ALIGNMENT IF CONFLICT
STORM SEWER 24" HDPE, APPROX. INV 450.41
ADJUST DUCTBANK ALIGNMENT IF IN CONFLICT
STORM SEWER 18" RCP, APPROX INV 448.83
ADJUST DUCTBANK ALIGNMENT IF IN CONFLICT
STORM SEWER 24" HDPE, APPROX. INV 450.55
ADJUST DUCTBANK ALIGNMENT IF IN CONFLICT
6' RADIUS (TYP)
WATER, UNKNOWN DEPTH
ADJUST DUCTBANK ALIGNMENT IF IN CONFLICT
ELECTRIC, UNKNOWN DEPTH
ADJUST DUCTBANK ALIGNMENT IF IN CONFLICT
2 BED
ROOM 120
STA. 32+49
COMM. HAND-HOLE
5' X 3'
TOP: 454.86
348' DUCT 6-4" CONDUIT 137' DUCT 6-4" CONDUIT
NOTE:
1. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN
PLOTTED FROM AVAILABLE SURVEYS AND RECORDS. THEIR
LOCATIONS MUST BE CONSIDERED TO BE APPROXIMATE ONLY. IT IS
POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS NOT
PRESENTLY KNOWN OR SHOWN. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT
LOCATION AND TO AVOID DAMAGE THERETO, WHICH SHALL INCLUDE
ADJUSTMENTS OR RELOCATIONS AS NECESSARY TO COMPLETE THE
WORK SHOWN.
2. ALL OPEN TRENCHES MUST HAVE A 48-INCH TALL, ORANGE MESH
FENCE SURROUNDING THE AREA.
3. INSTALL TOP OF DUCT BANK AT LEAST 24 INCHES BELOW FINISHED
GRADE IN AREAS NOT SUBJECT TO DELIBERATE TRAFFIC, AND AT
LEAST 30 INCHES BELOW FINISHED GRADE IN DELIBERATE TRAFFIC
PATHS FOR VEHICLES.
4. CONTRACTOR SHALL REFER TO THE TECHNOLOGY PLANS TO
ENSURE CONDUIT FROM DUCTBANKS ENTER EACH BUILDING AT THE
INTENDED ROOM AND LOCATION. ADJUST DUCTBANK ALIGNMENT IF
NEEDED.
KEYED NOTES
1 CONTRACTOR TO INSTALL CONDUIT INTO BUILDING IN ACCORDANCE TO
THE VA PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL,
(PSRDM), LATEST EDITION.
MH
MH
PROVIDE AND INSTALL 4" SCH. 80 CONCRETE ENCASED DUCT BANK
ENCLOSURE. CONTRACTOR TO PROVIDE PULL-STRING
THROUGHOUT ENTIRE LENGTH OF CONDUITS.
ELEV. 447.3
ELEV. 449.33
204052
WATER
ELECTRIC
ELECTRIC ELECTRIC
EL
EC
TR
ICELECTRIC
TELECOM
+0
33+00
33+86
+5
36+80 36+00
FI
BE
R
OP
TI
C
GAS
W
AT
ER
11+00
11+61
40+00
10+00 10+22
21+66
20+00
21+00
43+00 43+77
19+60 20+00 21+00 22+00
2.1
1.3
1.1
1.0
1.0
0.9
0.7
0.6
1.3
35+60 36+00 37+00 37+20
1.3
1.1
0.9
1.3
1.2 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t o n e e i g h t h i n c h o n e f o o t
A
B
C
D
E
F
Veterans
Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
SETH ANDREW CAVIN - ARCHITECT
JAMES ROSS MYLES - MECHANICAL ENGINEER
BENJAMIN ELIAS NOE - ELECTRICAL ENGINEER
#011.023503 EXP. 11/30/2022
#062.071715 EXP. 11/30/2023
#062.072296 EXP. 11/30/2023
CIVIL/ STRUCTURAL ENGINEER
OATES ASSOCIATES
100 LANTER COURT, SUITE 1
COLLINSVILLE, IL 62234
(618) 345-2200
MECH / ELEC / PLUMB ENGINEER
SPUR DESIGN
11020 KING STREET, SUITE 350
OVERLAND PARK, KS 66210
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT SAFETY & HEALTH
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
DATA/COMM CONSULTANT
ASPEN ENGINEERING & CONSTRACTING
7 KIJI-DAVA CIRCLE, SUITE A
PRESCOTT, AZ 86301
(928) 774-0992
PHYSICAL SECURITY
FORCE PROTECT
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
EHRM INFRASTRUCTURE
UPGRADES
COMMISSIONING AGENT
ES2
13401 N. SANTA FE AVE.
OKLAHOMA, OK 73114
(405) 528-4500
A
M
AM
PHJ
FINAL BID DOCUMENTS
04/20/2023
657A5-21-700
MARION VA MEDICAL CENTER
2401 WEST MAIN ST.
MARION, IL 62959
SPUR #: 2114
No. REVISION DESCRIPTION DATE
CONTROLLED UNCLASSIFIED INFORMATION - CUI
CONTROLLED UNCLASSIFIED INFORMATION - CUI
N
SCALE: 1" = 20'
FIBER PLAN & PROFILE
CU215
SEE SHEET CU214
SE
E
SH
EE
T
CU
PATH B.11 PATH B.12
ELECTRIC UNKNOWN DEPTH; ELECTRIC ESTIMATED 2FT
DEEP; FIBER UNKNOWN DEPTH
ADJUST DUCTBANK ALIGNMENT IF IN CONFLICT (TYP)
EXISTING GROUND
BLDG 83
SEE SHEET CU301
SANITARY SEWER 8" PVC ESTIMATED 3.5FT DEEP,
ADJUST DUCTBANK ALIGNMENT IF IN CONFLICT
STA. 36+56 TO 36+62
REMOVE AND REPLACE EXISTING CONCRETE SIDEWALK,
SEE DETAIL 1 ON SHEET CU400
SANITARY SEWER 8"PVC, ESTIMATED 12 FT DEEP
ADJUST DUCTBANK ALIGNMENT IF IN CONFLICT
STORM 8" CPP, EST. 2 FT DEEP,
ELECTRIC UNKNOWN DEPTH
ADJUST DUCTBANK ALIGNMENT IF IN CONFLICT
EXISTING GROUND
BLDG 82BLDG 8
PATH B.11
NEW FIBER DUCTBANK
REMOVE AND REPLACE EXISTING
CONCRETE SIDEWALK,
SEE DETAIL1 ON SHEET CU400,
PRO EXAM
ROOM 140
FILE ROOM
ROOM 016
PATH B.10
SEE SHEET CU214
PATH A.15
SEE SHEET CU218
PATH B.12
NEW FIBER DUCTBANK
REMOVE AND REPLACE EXISTING CONCRETE SIDEWALK,
SEE DETAIL1 ON SHEET CU400
PATH A.12
SEE SHEET CU216
PATH A.13
SEE SHEET CU217
ELECTRICAL ROUTE 2
SEE SHEET CU 300
BUILDING 82
BUILDING 8
BUILDING 83
OFFICE
ROOM 128
STA 20+17 TO 20+50
REMOVE AND REPLACE
EXISTING CONCRETE SIDEWALK
SEE DETAIL 1 ON SHEET CU400
STA 20+53 TO 20+65
REMOVE AND REPLACE
EXISTING CONCRETE SIDEWALK
SEE DETAIL 1 ON SHEET CU400
ELECTRIC ESTIMATED 3FT DEEP
ADJUST DUCTBANK ALIGNMENT IF IN CONFLICT
STA. 21+67
COMM. MANHOLE 8' x 5'
TOP: 461.11
STA. 21+19
COMM. HAND-HOLE 5' X 3'
TOP: 460.82
119' DUCT 4-4" CONDUIT 47' DUCT 4-4" CONDUIT
70' DUCT 4-4" CONDUIT
STA. 21+67
COMM. HAND-HOLE
8' X 5'
TOP: 461.11
9' DUCT 4-4" CONDUIT
6' RADIUS (TYP)
NOTE:
1. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN
PLOTTED FROM AVAILABLE SURVEYS AND RECORDS. THEIR
LOCATIONS MUST BE CONSIDERED TO BE APPROXIMATE ONLY. IT IS
POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS NOT
PRESENTLY KNOWN OR SHOWN. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT
LOCATION AND TO AVOID DAMAGE THERETO, WHICH SHALL INCLUDE
ADJUSTMENTS OR RELOCATIONS AS NECESSARY TO COMPLETE THE
WORK SHOWN.
2. ALL OPEN TRENCHES MUST HAVE A 48-INCH TALL, ORANGE MESH
FENCE SURROUNDING THE AREA.
3. INSTALL TOP OF DUCT BANK AT LEAST 24 INCHES BELOW FINISHED
GRADE IN AREAS NOT SUBJECT TO DELIBERATE TRAFFIC, AND AT
LEAST 30 INCHES BELOW FINISHED GRADE IN DELIBERATE TRAFFIC
PATHS FOR VEHICLES.
4. CONTRACTOR SHALL REFER TO THE TECHNOLOGY PLANS TO ENSURE
CONDUIT FROM DUCTBANKS ENTER EACH BUILDING AT THE INTENDED
ROOM AND LOCATION. ADJUST DUCTBANK ALIGNMENT IF NEEDED.
KEYED NOTES
1 CONTRACTOR TO INSTALL CONDUIT INTO BUILDING IN ACCORDANCE TO
THE VA PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL,
(PSRDM), LATEST EDITION.
MH
MH
HH
MH
HH
PROVIDE AND INSTALL 4" SCH. 80 CONCRETE ENCASED DUCT BANK
ENCLOSURE. CONTRACTOR TO PROVIDE PULL-STRING
THROUGHOUT ENTIRE LENGTH OF CONDUITS.
ELEV. 456.97
ELEV. 456.45 ELEV. 455.97
PATH B.11
CONNECTION
PATCH B.12 CONNECTION
204053
ELECTRIC
TE
LE
CO
M
EL
EC
TR
IC
WATER
ELECTRIC
TELECOM
33+86
+5
+0
35+82
36+80 36+00
FI
BE
R
OP
TI
C
GAS
TELECOM
WATERELECTRIC
ELECTRIC
WATER
EL
EC
TR
IC
11+00
11+61
40+00
41+00 41+19 43 +0
+4
10+00 10+22
21+66
11+60
10+00
11+00
43+00 43+77
34+20 35+00 36+00
1.7
1.0
1.1
2.1
2.0
1.7
9+60 10+00 10+60
1.2
1.2 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t o n e e i g h t h i n c h o n e f o o t
A
B
C
D
E
F
Veterans
Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project Number
CONSULTANTS:
Drawing # OF
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
SETH ANDREW CAVIN - ARCHITECT
JAMES ROSS MYLES - MECHANICAL ENGINEER
BENJAMIN ELIAS NOE - ELECTRICAL ENGINEER
#011.023503 EXP. 11/30/2022
#062.071715 EXP. 11/30/2023
#062.072296 EXP. 11/30/2023
CIVIL/ STRUCTURAL ENGINEER
OATES ASSOCIATES
100 LANTER COURT, SUITE 1
COLLINSVILLE, IL 62234
(618) 345-2200
MECH / ELEC / PLUMB ENGINEER
SPUR DESIGN
11020 KING STREET, SUITE 350
OVERLAND PARK, KS 66210
(913) 369-7200
FIRE PROTECTION ENGINEER
POOLE FIRE PROTECTION, INC.
19910 WEST 161ST STREET
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT SAFETY & HEALTH
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
DATA/COMM CONSULTANT
ASPEN ENGINEERING & CONSTRACTING
7 KIJI-DAVA CIRCLE, SUITE A
PRESCOTT, AZ 86301
(928) 774-0992
PHYSICAL SECURITY
FORCE PROTECT
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
EHRM INFRASTRUCTURE
UPGRADES
COMMISSIONING AGENT
ES2
13401 N. SANTA FE AVE.
OKLAHOMA, OK 73114
(405) 528-4500
A
M
AM
PHJ
FINAL BID DOCUMENTS
04/20/2023
657A5-21-700
MARION VA MEDICAL CENTER
2401 WEST MAIN ST.
MARION, IL 62959
SPUR #: 2114
No. REVISION DESCRIPTION DATE
CONTROLLED UNCLASSIFIED INFORMATION - CUI
CONTROLLED UNCLASSIFIED INFORMATION - CUI
N
SCALE: 1" = 20'
BUILDING 81
BUILDING 82
BUILDING 8
BUILDING 83
FIBER PLAN & PROFILE
CU216
PATH B.11
SEE SHEET CU215
SEE SHEET CU214
PATH A.14
NEW FIBER DUCTBANK
PATH A.13
SEE SHEET CU217
ELECTRICAL ROUTE 1
SEE SHEET CU300
PATH A.12 PATH A.14
STA. 34+63 TO 35+36
REMOVE AND REPLACE EXISTING
CONCRETE SIDEWALK, PAVEMENT, AND
CURB & GUTTER, SEE DETAILS 1 ON
SHEET CU400, 8 & 10 ON SHEET CU401
STA. 35+46 TO 35+58
REMOVE AND REPLACE EXISTING
CONCRETE SIDEWALK,
SEE DETAIL 1 ON SHEET CU400
WATER, ELECTRIC,ESTIMATED 2FT DEEP
ADJUST DUCTBANK ALIGNMENT IF IN
CONFLICT (TYP)
EXISTING GROUND BLDG 81
BLDG 83
REMOVE AND REPLACE EXISTING
ASPHALT PAVEMENT AND CONCRETE CURB,
SEE DETAIL 8 & 11 ON SHEET CU401
REMOVE AND REPLACE EXISTING
CONCRETE SIDEWALK,
SEE DETAIL1 ON SHEET CU400,
REMOVE AND REPLACE EXISTING
CONCRETE SIDEWALK,
SEE DETAIL1 ON SHEET CU400,
REMOVE AND REPLACE EXISTING
CONCRETE SIDEWALK,
SEE DETAIL1 ON SHEET CU400,
ELECTRICAL
ROOM 003
CORRIDOR
ROOM 203
WAITING
ROOM 101B
PATH B.10
SEE SHEET CU214
PATH B.13
SEE SHEET CU217
STORM SEWER 6" PVC ESTIMATED 4FT DEEP
ADJUST DUCTBANK ALIGNMENT IF IN CONFLICT
ELECTRIC ESTIMATED 1FT DEEP
STA. 10+00 TO 10+22
REMOVE AND REPLACE EXISTING CONCRETE SIDEWALK,
SEE DETAIL 1 ON SHEET CU400
EXISTING
GROUND BLDG 8
BLDG 83
STAFF LOUNGE
ROOM 140
ELECTRIC, ESTIMATED 2' DEEP,
ADJUST DUCTBANK ALIGNMENT IF IN CONFLICT
ELECTRIC, ESTIMATED 1' DEEP,
ADJUST DUCTBANK ALIGNMENT IF IN CONFLICT
PATH A.12
NEW FIBER DUCTBANK
ELECTRICAL ROUTE 2
SEE SHEET CU300
24' DUCT 4 - 4"
CONDUIT
132' DUCT 4-4" CONDUIT
NOTE:
1. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN
PLOTTED FROM AVAILABLE SURVEYS AND RECORDS. THEIR
LOCATIONS MUST BE CONSIDERED TO BE APPROXIMATE ONLY. IT IS
POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS NOT
PRESENTLY KNOWN OR SHOWN. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT
LOCATION AND TO AVOID DAMAGE THERETO, WHICH SHALL INCLUDE
ADJUSTMENTS OR RELOCATIONS AS NECESSARY TO COMPLETE THE
WORK SHOWN.
2. ALL OPEN TRENCHES MUST HAVE A 48-INCH TALL, ORANGE MESH
FENCE SURROUNDING THE AREA.
3. INSTALL TOP OF DUCT BANK AT LEAST 24 INCHES BELOW FINISHED
GRADE IN AREAS NOT SUBJECT TO DELIBERATE TRAFFIC, AND AT
LEAST 30 INCHES BELOW FINISHED GRADE IN DELIBERATE TRAFFIC
PATHS FOR VEHICLES.
4. CONTRACTOR SHALL REFER TO THE TECHNOLOGY PLANS TO
ENSURE CONDUIT FROM DUCTBANKS ENTER EACH BUILDING AT THE
INTENDED ROOM AND LOCATION. ADJUST DUCTBANK ALIGNMENT IF
NEEDED.
KEYED NOTES
1 CONTRACTOR TO INSTALL CONDUIT INTO BUILDING IN ACCORDANCE TO
THE VA PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL,
(PSRDM), LATEST EDITION.
1 1
1 1
PROVIDE AND INSTALL 4" SCH. 80 CONCRETE ENCASED DUCT BANK
ENCLOSURE. CONTRACTOR TO PROVIDE PULL-STRING
THROUGHOUT ENTIRE LENGTH OF CONDUITS.
STA. 35+65
COMM. MANHOLE 5' x 3'
TOP: 462.05
MH
ELEV. 457.32
MH
204054
| 052_CU214 - FIBER PLAN & PROFILE |
| 053_CU215 - FIBER PLAN & PROFILE |
| 054_CU216 - FIBER PLAN & PROFILE |
File details come from the government source that posted it. Updated .