Atch 8 - CIVIL 2 of 2 - DRAWINGS.pdf
PDF 10 MB Posted
- Attached to
- Y1AZ--EHRM Infrastructure Upgrades Construction - Marion Federal contract opportunity
- Solicitation number
- 36C77622B0040
About this file
This document provides details for a federal solicitation for infrastructure upgrades and renovations at a Department of Veterans Affairs facility. The solicitation seeks to upgrade electrical, HVAC, communication, physical security, and fiber infrastructure across campus and between buildings at the Marion VA facility. It also involves reconfiguring and renovating existing spaces impacted by infrastructure improvements. Data center WAN updates and hazardous material abatement are required. Response and award dates, pricing terms, and set-asides are not included, though the soliciting agency is the Department of Veterans Affairs Technology Acquisition Center located in Austin.
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Text version
C
C
6" VCP
S S
S
S S S S S S S S S S S S S
S S
S S
SSSSSSSS
C C
C C
C C
C
C
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS
C C
C
C
C
C
C
C
C
C
C
C
C
NELSON AVENUE844
SAN
SAN
SAN
ST
WAT
WAT
WAT
FO/
COMM
FO/
COMM
0+
0+
400+00
400+43
240+0024 1+00
2+
243+00
244+00
245+00
6+
247+00
8+
SAN
ST
FO/
COMM
ELEC
ELEC
ELEC
ELEC
ELEC
ELEC
ELEC
ELEC
ELEC
STEAM
STEAM
ELEC
GEOTH
45° BEND
STA = 241+00
PULL BOX - 411
STA = 411+87
PULL BOX - 237
STA = 245+99
PULL BOX - 238
STA = 246+22
EXISTING BEND
STA = 381+49
CONSTRUCT NEW
PULL BOX OVER EXISTING
FIBER OPTIC CONDUIT
PULL BOX - 235
STA = 244+34
PULL BOX - 234
STA = 243+24
45° BEND
STA = 243+46
PULL BOX - 401
STA = 400+43
PULL BOX - 420
STA = 420+18
90° BEND
STA = 247+27
MATCHLINE: SHEET CU-211
MATCHLINE: SHEET CU-206
M
AT
C H
LI
N
E:
S
H
EE
T C
U -2
M
AT
C H
LI
N
E:
S
H
EE
T C
U -2
M
ATC
H
LIN
E: SH
EET C
U
-209
M
ATC
H
LIN
E: SH
EET C
U -212
PULL BOX - 239
STA = 248+10
CONNECT TO EXISTING
FIBER OPTIC CONDUIT
PULL BOX - 236
STA = 245+57
WATER STREET
PULL BOX - 233
STA = 241+71
SAN
WAT
PULL BOX - 232
STA = 240+83
45° BEND
STA = 246+16
45° BEND
STA = 246+06
11.25° BEND
STA = 245+62
0 20' 40'
N
LEGENDLEGENDLEGEND
PROPERTY LIMITS
EXISTING PAVEMENT EDGE
EXISTING CONCRETE CURB
EXISTING WATERMAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING HYDRANT AND GATE VALVE
EXISTING SANITARY MANHOLE
EXISTING STORM SEWER INLETS
EXISTING STEAM MANHOLE
EXISTING UNDERGROUND ELECTRIC
EXISTING OVERHEAD ELECTRIC
EXISTING GEOTHERMAL
EXISTING FIBER OPTIC
EXISTING STEAM / CHILLED WATER
EXISTING GAS MAIN
EXISTING UNIDENTIFIED UNDERGROUND UTILITY
LIMITS OF TOPOGRAPHIC SURVEY
LIMITS OF CONSTRUCTION
EXISTING FIBER OPTIC WITH NEW CABLE
PROPOSED PRIMARY EXTERIOR FIBER OPTIC DUCT LINE
PROPOSED SECONDARY FIBER OPTIC DUCT LINE
PROPOSED EXTERIOR PULL BOX
EXISTING UTILITY CROSSING
EXISTING BUILDING NUMBER
XX
XX
GENERAL NOTESGENERAL NOTES
THE FOLLOWING 26 BUILDINGS ARE INCLUDED IN THE PROJECT SCOPE AND SHALL BE SERVED
BY THE PROPOSED FIBER OPTIC INFRASTRUCTURE.
2 5 6 9 15 17 41
49 51 52 53 55 65 76
79 114 124 127 138 170 172
173 174 185
BUILDINGS SERVED
1. ALL PVC CONDUITS TO BE 4-INCH DIAMETER, SCHEDULE 40 PVC.
2. IN LIEU OF USING PRE-FABRICATED BENDS, HORIZONTAL AND
VERTICAL PVC PIPE BENDS MAY BE ACCOMPLISHED BY APPLYING
HEAT AND BENDING PIPE IF DONE IN FULL ACCORDANCE WITH
MANUFACTURER'S REQUIREMENTS AND IF PROCESS IS
PRE-APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE
(COR).
3. SURVEY LIMITS SHOW EXTENT OF TOPOGRAPHIC SURVEY
PERFORMED FROM 5/11/2021 TO 5/19/2021 AND EXPANDED SURVEY
PERFORMED FROM 11/22/2021 TO 11/28/2021. EXISTING BUILDINGS,
PAVEMENTS, AND UTILITIES SHOWN BEYOND THIS LINE WERE
OBTAINED BY THE VA MARION RECORD DRAWINGS. CONTRACTOR TO
FIELD VERIFY ALL LOCATIONS AND ELEVATIONS AS NEEDED.
4. REFER TO SPECIFICATIONS FOR TRENCHING, BACKFILLING, AND
COMPACTION REQUIREMENTS.
5. REFER TO ELECTRICAL PLANS FOR INSTALLATION OF ALL CONDUIT
WITHIN 5.0-FT OF BUILDINGS AND IN OTHER LOCATIONS NOTED ON
CIVIL PLANS.
6. TOPS OF CONCRETE ENCASED DUCTS SHALL BE 24” MIN. UNDER TURF
AREAS OR 30” MIN. BELOW PAVED SURFACES, AND NOT LESS THAN
THE DEPTHS SHOWN ON CIVIL PLANS.
7. ALL CONCRETE-ENCASED CONDUIT IS EXPECTED TO BE INSTALLED BY
OPEN TRENCH. DIRECTIONAL BORING OR JACKING OF CONDUIT IS NOT
ANTICIPATED FOR THIS PROJECT. IF CONTRACTOR WISHES TO
INSTALL BY BORING OR JACKING, PLANS TO DO SO MUST BE
APPROVED BY THE COR PRIOR TO CONSTRUCTION.
8. BEFORE PERFORMING TRENCHING WORK, CONTRACTOR SHALL
PERFORM A GROUND PENETRATING RADAR SURVEY TO REVEAL ALL
EXISTING UNDERGROUND DUCTS, CONDUITS, CABLES, AND OTHER
UTILITY SYSTEMS.
9. ALL MULTIPLE CONDUIT RUNS SHALL HAVE CONDUIT SPACERS
SECURELY SUPPORTING AND MAINTAINING UNIFORM SPACING OF THE
DUCT ASSEMBLY AND SHALL BE INSTALLED IN ACCORDANCE
SPECIFICATIONS AND DUCT BANK DETAILS.
10. PITCH CONDUIT TRENCHES TOWARD MANHOLES/PULLBOXES, OR
BOTH WAYS FROM HIGH POINTS BETWEEN STRUCTURES WITH A
MINIMUM SLOPE OF 0.40% TO ACHIEVE REQUIRED DUCT LINE
DRAINAGE.
11. AVOID SLOPING CONDUIT DUCTS TOWARD BUILDINGS.
12. AFTER CONCRETE-ENCASED DUCTS HAVE SUFFICIENTLY CURED,
CONTRACTOR SHALL BACKFILL TRENCH IN GRADE WITH EARTH, AND
INSTALL THE APPROPRIATE WARNING TAPE APPROXIMATELY 12”
ABOVE THE DUCTS.
13. MAINTAIN 12” MINIMUM VERTICAL SEPARATION BETWEEN EXTERIOR
OF CONCRETE EXCASEMENT OF DUCT LINES AND OTHER UTILITY
SYSTEMS INCLUDING SANITARY SEWER, WATER MAIN, STORM SEWER,
AND CHILLED WATER AT ALL CROSSINGS.
14. KEEP DUCTS CLEAN OF EARTH, SAND, OR GRAVEL, AND SEAL WITH
TAPERED PLUCS UPON COMPLETION OF EACH PORTION OF WORK.
APPROXIMATE LIMITS
OF TOPOGRAPHIC
SURVEY PERFORMED
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% FINAL 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
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
EHRM INFRASTRUCTURE
UPGRADES, MARION, IN
MARION, IN
610-21-701
Project Director
04/04/2022 LRK JPRRevisions: Date:
Fi le
P at h:
y
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A
M
16181
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES PROJECT:
20459
Sheet of 45
No. 10910393
STATEOF
INDIANA
DI
REGSTERERO
GER A AN. DERSON
PRO
FESS IONAL ENGIN
EE
R
04/04/2022
CU-212
PLANNED CONSTRUCTION - PLAN
APPROXIMATE LOCATION
OF GEOTHERMAL WELLS
AND PIPING
LIMITS OF
CONSTRUCTION (TYP.)
41 97
153 156
EXISTING FIBER OPTIC
CONDUIT WITH NEW CABLE
PROPOSED EXTERNAL FIBER OPTIC
(6) 4" CONDUIT
SEE DETAIL 1/C-501
SEE SHEET CU-303 FOR PROFILE
PROPOSED EXTERNAL FIBER OPTIC
(6) 4" CONDUIT
SEE DETAIL 1/C-501
SEE SHEET CU-303 FOR PROFILE
SEE MECHANICAL FOR 5' OUTSIDE OF BUILDING TO
INSIDE OF BUILDING (TYP.)
CONSTRUCT PULL BOX5.0' FROM FACE OF BLDG. (TYP.)
PROPOSED EXTERNAL FIBER OPTIC
(1) 4" CONDUIT
SEE DETAIL 1/C-501
SEE SHEET CU-306 FOR PROFILE
NW Main Alignment: 99+50 to 106+00
100+00 101+00 102+00 103+00 104+00 105+00 106+00
South Main Alignment: 199+90 to 207+10
Bldg 114 Alignment: 109+50 to 113+60
200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00
5 LF (4) 4 IN. @ 0.49%
5 LF (4) 4 IN. @ 0.91%
53 LF (4) 4 IN. @ -1.38%
PU
LL
B O
X
- 1
BO
D
: 8
.9
SU
M
P:
.9
" x
8"
ST
A:
+2
R
IM
: 8
.4
H O
R
IZ
O N
TA
L
.5
° B
EN
D
ST
A:
2+
BO
D
: 8
.4
PU
LL
B O
X
- 1
BO
D
: 8
.3
" x
8"
ST
A:
+3
R
IM
: 8
.3
PU
LL
B O
X
- 1
BO
D
: 8
.8
" x
8"
ST
A:
+5
R
IM
: 8
.2
PU
LL
B O
X
- 2
BO
D
: 8
.1
" X
8"
ST
A:
+1
R
IM
: 8
.5
H O
R
IZ
O N
TA
L
.5
° B
EN
D
ST
A:
3+
BO
D
: 8
.9
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
4+
BO
D : 8
.8
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
2+
BO
D : 8
.7
H O
R
IZ
O N
TA
L
.2
5° B
EN
D
ST
A:
6+
BO
D : 8
.1
5 LF (9) 4 IN. @ 3.86%
132 LF (9) 4 IN. @ -0.89%133 LF (9) 4 IN. @ 0.45%
CROSSING X-3
EX. STORM
21 IN RCP
STA: 105+19
INV 836.84
PU
LL
B O
X
- 1
BO
D
: 8
.9
SU
M
P:
.9
" x
8"
ST
A:
+2
R
IM
: 8
.4
23 LF (4) 4 IN. @ 18.70%
14 LF (4) 4 IN. @ -25.60%
22 LF (4) 4 IN. @ -0.40%
EL
GAS
WAT
FO
GAS
EL
FO
EL
WAT
125 LF (9) 4 IN. @ -2.11%
54 LF (9) 4 IN. @ 2.08%
56 LF (9) 4 IN. @ 0.75%
50 LF (9) 4 IN. @ 2.08%
19 LF (9) 4 IN. @ -3.81%
110+00 111+00 112+00 113+00 113+60
ST
WAT
PU
LL
B O
X
- 1
BO
D
: 8
.9
SU
M
P:
.9
" x
8"
ST
A:
+0
R
IM
: 8
.4
8 LF (1) 4 IN. @ 1.50%
PU
LL
B O
X
- 1
BO
D
: 8
.3
SU
M
P:
.3
" x
8"
ST
A:
+9
R
IM
: 8
.2
109 LF (1) 4 IN. @ 1.75%
PU
LL
B O
X
- 1
BO
D
: 8
.2
" x
0"
ST
A:
+0
R
IM
: 8
.7
VE
R
TI
C
AL
1.
° B
EN
D
ST
A:
4+
BO
D
:8
.6
VE
R
TI
C
AL
1.
° B
EN
D
ST
A:
5+
BO
D
:8
.9
101 LF (1) 4 IN. @ 0.52%
FO
WAT
5 LF (9) 4 IN. @ 50.50%
25 LF (9) 4 IN. @ 0.50%
PU
LL
B O
X
- 2
BO
D
: 8
.9
SU
M
P:
.9
" x
8"
ST
A:
+6
R
IM
: 8
.8
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
1+
BO
D
:8
.0
5 VE
R
TI
C
AL
2.
5° B
EN
D
ST
A:
1+
BO
D :8
.5
H O
R
IZ
O N
TA
L
.2
5° B
EN
D
ST
A:
1+
BO
D : 8
.2
12 LF (9) 4 IN. @ -2.40%
PU
LL
B O
X
- 2
BO
D
: 8
.7
" x
8"
ST
A:
+0
R
IM
: 8
.7
PU
LL
B O
X
- 1
BO
D
: 8
.1
SU
M
P:
.1
" x
8"
ST
A:
+1
R
IM
: 8
.6
PU
LL
B O
X
- 1
BO
D
: 8
.2
" x
0"
ST
A:
+0
R
IM
: 8
.7
13 LF (1) 4 IN. @ -8.31%
PU
LL
B O
X
- 2
BO
D
: 8
.8
" x
8"
ST
A:
+0
R
IM
: 8
.6
WAT
ST ST
WAT
EL
WAT
EL
EL
EL
EL
EL EL
EL
WAT
EL
WAT
178 LF (1) 4 IN. @ -2.25%
5 LF (4) 4 IN. @ 50.89%
7 LF (1) 4 IN. @ -49.48%
84 LF (4) 4 IN. @ 0.91%
6 LF (1) 4 IN. @ 49.50%
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
1+
BO
D
:8
.6
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
1+
BO
D
:8
.1
2 VE
R
TI
C
AL
2.
5° B
EN
D
ST
A:
1+
BO
D :8
.6
EX. STORM
12 IN RCP
STA: 101+53
INV 836.10
EX. STORM
24 IN RCP
STA: 112+62
TOP 826.73
EX. STORM
12 IN RCP
STA: 112+86
TOP 829.70
CROSSING X-4
EX. STORM
12 IN RCP
STA: 110+06
INV 835.88
CROSSING X-5
EX. STORM
12 IN RCP
STA: 201+56
INV 839.26
EX. STORM
12 IN RCP
STA: 201+77
INV 838.93
CROSSING X-6
EX. STORM
15 IN RCP
STA: 201+87
INV 836.38
EX. STORM
12 IN RCP
STA: 100+51
TOP 830.88
CROSSING X-1
EX. STORM
12 IN RCP
STA: 101+53
INV 836.10
CROSSING X-2
EX. SANITARY
8 IN PVC Pipe
STA: 104+03
TOP 838.83
CROSSING X-7
EX. SANITARY
8 IN PVC Pipe
STA: 203+66
INV 838.22
30" MIN. COVER PAVED
(DRIVING) AREAS (TYP). 24" MIN. COVER
UNPAVED AREAS (TYP).
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
0+
BO
D
:8
.3
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
0+
BO
D
:8
.3
EX. ELEC
STA: 102+30
EX. ELEC
STA: 103+36
EX. WATER
STA: 103+08
EX. ELEC
STA: 104+80
EX. ELEC
STA: 104+85
EX. ELEC
STA: 104+90
EX. ELEC
STA: 105+42EX. ELEC
STA: 104+08
EX. WATER
STA: 101+05
EX. WATER
STA: 100+05
EX. STEAM
STA: 100+85
EX. STEAM
STA: 100+27
EX. STEAM
STA: 110+15
EX. WATER
STA: 110+95
EX. COMM
STA: 111+63
EX. WATER
STA: 112+73
EX. ELEC
STA: 200+37
EX. ELEC
STA: 202+00
EX. ELEC
STA: 202+31
EX. ELEC
STA: 202+61
EX. COMM
STA: 203+21
EX. GAS
STA: 205+03
EX. ELEC
STA: 206+34
EX. COMM
STA: 206+42
EX. ELEC
STA: 206+59
EX. WATER
STA: 206+98
EX. WATER
STA: 203+11
EX. WATER
STA: 202+86
EX. WATER
STA: 202+29
M
AT
C H
LI
N
E
ST
A.
+0
(S
EE
S
H
EE
T C
U -3
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.)
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.)
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.)
30" MIN. COVER PAVED
(DRIVING) AREAS (TYP).
30" MIN. COVER PAVED
(DRIVING) AREAS (TYP).
24" MIN. COVER
UNPAVED AREAS (TYP).
4 LF (9) 4 IN. @ -2.40%
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
1+
BO
D
:8
.3
7 LF (9) 4 IN. @ -49.50%
10 LF (9) 4 IN. @ -0.40%
5 LF (9) 4 IN. @ 49.50%
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
3+
BO
D
:8
.1
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
3+
BO
D
:8
.8
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
3+
BO
D
:8
.1
6 LF (4) 4 IN. @ 0.50%
5 LF (4) 4 IN. @ 50.35%
28 LF (4) 4 IN. @ 1.32%
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
4+
BO
D
:8
.5
0 VE
R
TI
C
AL
2.
5° B
EN
D
ST
A:
4+
BO
D :8
.0
PU
LL
B O
X
- 1
BO
D
: 8
.5
(N
BO
D
: 8
.4
(S
SU
M
P:
.4
" x
8"
ST
A:
+9
R
IM
: 8
.4
BU
ILD
IN
G
BU
ILD
IN
G
BU
ILD
IN
G
H O
R
IZ
O N
TA
L
.5
° B
EN
D
ST
A:
5+
BO
D
: 8
.1
4 LF (4) 4 IN. @ 18.70%
5 LF (9) 4 IN. @ 3.86%
PU
LL
B O
X
- 2
BO
D
: 8
.5
(W
BO
D
: 8
.7
(N
S E)
SU
M
P:
.7
" x
8"
ST
A:
+7
R
IM
: 8
.6
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
3+
BO
D
:8
.6
50 LF (9) 4 IN. @ 0.45%
PU
LL
B O
X
- 2
BO
D
: 8
.4
" x
8"
ST
A:
+7
R
IM
: 8
.1
32 LF (9) 4 IN. @ 0.89%
PU
LL
B O
X
- 1
BO
D
: 8
.4
" x
8"
ST
A:
+5
R
IM
: 8
.1
24" MIN. COVER
UNPAVED AREAS (TYP).
148 LF (4) 4 IN. @ 1.39%
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
1+
BO
D
:8
.2
5 LF (1) 4 IN. @ -4.62%
8 LF (9) 4 IN. @ -52.40%
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
1+
BO
D
:8
.5
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% FINAL 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
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
EHRM INFRASTRUCTURE
UPGRADES, MARION, IN
MARION, IN
610-21-701
Project Director
04/04/2022 LRK JPRRevisions: Date:
Fi le
P at h:
y
:\1
\1 s es
- e hr m v am c
- m ar io n\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_p ro fil es .d w m m ille r s av ed
:4 /1
5/
1:
A M lo t:4 /1
5/
1:
A M
16181
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES PROJECT:
20459
Sheet of 45
No. 10910393
STATEOF
INDIANA
DI
REGSTERERO
GER A AN. DERSON
PRO
FESS IONAL ENGIN
EE
R
04/04/2022
CU-301
PLANNED CONSTRUCTION -
PROFILE 1
NOTES:
1. ALL PVC CONDUITS TO BE 4-INCH DIAMETER, SCHEDULE 40 PVC.
2. IN LIEW OF USING PRE-FABRICATED BENDS, HORIZONTAL AND VERTICAL
PVC PIPE BENDS MAY BE ACCOMPLISHED BY APPLYING HEAT AND
BENDING PIPE IN DONE IN FULL ACCORDANCE WITH MANUFACTURER'S
REQUIREMENTS AND IF PROCESS IS PRE-APPROVED BY THE
CONTRACTING OFFICERS REPRESENTATIVE (COR).
3. DEPTH OF ELECTRICAL, COMMUNICATIONS, NATURAL GAS, WATER,
STEAM, AND GEOTHERMAL UTILITIES ARE APPROXIMATE. CONTRACTOR
SHALL FIELD VERIFY AND NOTIFY COR OF ANY CONFLICTS WITH
PROPOSED DUCT BANK.
4. CONTRACTOR TO RAISE OR LOWER EXISTING ELECTRIC, COMM, 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 OPTIC CONSTRUCTION.
5. WHEN SLACK DOES NOT ALLOW RAISING OR LOWERING IN-PLACE OF
EXISTING ELECTRICAL, COMMUNICATIONS, AND NATURAL GAS
CONTRACTOR MAY LOWER PROPOSED FIBER OPTIC DUCT BANK
ALIGNMENT. HOWEVER, IF THE LOWERING INTRODUCES A LOW-POINT IN
THE VERTICAL ALIGNMENT, CONTRACTOR MUST INSTALL A PULL BOX
WITH 2.0' SUMP AT EACH LOW-POINT. CONTRACTOR MUST RECEIVE
PRE-APPROVAL FROM COR FOR ANY ADDITIONAL PULL BOXES.
6. WHEN SLACK DOES NOT ALLOW RAISING OR LOWERING IN PLACE OF
EXISTING IRRIGATION LINES, CONTRACTOR SPLICE IRRIGATION LINE TO
PROVIDE ADEQUATE SLACK TO MEET MIN. CLEARANCE REQUIREMENTS.
7. MINIMUM SLOPE IN EACH CONDUIT SHALL BE NO LESS THAN 0.4% TO
PROMOTE DRAINAGE WITHIN CONDUITS.
100+00 to 105+51
110+00 to 113+01
200+00 to 207+00
NOTE: OVERALL OBJECTIVE IS TO INSTALL PROPOSED EHRM
FIBER DUCT BANKS AS SHALLOW AS POSSIBLE WITHIN VA
DESIGN REQUIREMENTS. DEPTH OF EXISTING UTILITIES
ARE UNCONFIRMED. CONTRACTOR TO FIELD VERIFY. IF
CONFIRMED DEPTH ALLOWS FOR ALTERNATE SHALLOW
CROSSING ABOVE THE EXISTING UTILITY USING DETAIL
10/C-501, CONTRACTOR SHALL CONTACT COR FOR
APPROVAL OF DESIGN CHANGE.
South Main Alignment: 213+90 to 221+10
South Main Alignment: 220+90 to 228+10
South Main Alignment: 206+90 to 214+10
ST
WAT
EL
WAT
FO
GAS
WAT
GAS
GEO
EL
EL EL
EL
WAT
GAS
GAS
EL
207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00
214+00 215+00 216+00 217+00 218+00 219+00 220+00 221+00
GAS
221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00
FOEL
5 LF (6) 4 IN. @ -1.60%
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
5+
BO
D : 8
.5
60 LF (6) 4 IN. @ 0.73%
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
3+
BO
D : 8
.1
93 LF (6) 4 IN. @ 0.73%
H O
R
IZ
O N
TA
L
.5
° B
EN
D
ST
A:
3+
BO
D
: 8
.4
45 LF (6) 4 IN. @ 0.87%
H O
R
IZ
O N
TA
L
.5
° B
EN
D
ST
A:
2+
BO
D
: 8
.8
33 LF (6) 4 IN. @ 0.87%
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
1+
BO
D : 8
.5
13 LF (6) 4 IN. @ -0.50%
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
1+
BO
D : 8
.2
H O
R
IZ
O N
TA
L
.5
° B
EN
D
ST
A:
7+
BO
D
: 8
.1
PU
LL
B O
X
- 2
BO
D
: 8
.6
" x
8"
ST
A:
+5
R
IM
: 8
.1
62 LF (6) 4 IN. @ 1.60%
5 LF (6) 4 IN. @ -0.72%
PU
LL
B O
X
- 2
BO
D
: 8
.6
(W
E
BO
D
: 8
.0
(N
SU
M
P:
.0
" x
8"
ST
A:
+8
R
IM
: 8
.3
86 LF (6) 4 IN. @ -0.72%
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
9+
BO
D : 8
.2
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
7+
BO
D : 8
.2
162 LF (6) 4 IN. @ -0.40%
223 LF (6) 4 IN. @ -1.20%
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
8+
BO
D : 8
.6
15 LF (9) 4 IN. @ 0.50%
132 LF (9) 4 IN. @ -0.89%
67 LF (9) 4 IN. @ -0.57%
PU
LL
B O
X
- 2
BO
D
: 8
.0
" x
8"
ST
A:
+0
R
IM
: 8
.8
82 LF (6) 4 IN. @ -0.49%
118 LF (9) 4 IN. @ 0.64%
PU
LL
B O
X
- 2
BO
D
: 8
.6
" x
8"
ST
A:
+9
R
IM
: 8
.0
PU
LL
B O
X
- 2
BO
D
: 8
.5
(W
BO
D
: 8
.6
(E
SU
M
P:
.6
" x
8"
ST
A:
+0
R
IM
: 8
.3
PU
LL
B O
X
- 2
BO
D
: 8
.0
(N E)
BO
D
: 8
.3
(N W
S
E)
" x
8"
ST
A:
+1
R
IM
: 8
.5
PU
LL
B O
X
- 2
BO
D
: 8
.9
" x
8"
ST
A:
+9
R
IM
: 8
.9
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
0+
BO
D
:8
.6
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
0+
BO
D
:8
.1
PU
LL
B O
X
- 2
BO
D
: 8
.0
(W
BO
D
: 8
.6
(E
SU
M
P:
.0
" x
8"
ST
A:
+5
R
IM
: 8
.4
5 LF (6) 4 IN. @ -49.50% 24 LF (6) 4 IN. @ -0.50%
86 LF (6) 4 IN. @ -0.49%
86 LF (6) 4 IN. @ -0.49%
PU
LL
B O
X
- 2
BO
D
: 8
.2
" x
8"
ST
A:
+6
R
IM
: 8
.9
36 LF (6) 4 IN. @ 0.73%
WAT
EL
FO
WAT
EL
GAS
ST
EX. STORM
12 IN RCP
STA: 224+50
TOP 830.71
EX. STORM
12 IN RCP
STA: 224+74
TOP 830.62
EX. STORM
12 IN RCP
STA: 225+53
TOP 830.25
EX. STORM
12 IN RCP
STA: 225+40
TOP 837.83
EX. STORM
8 IN RCP
STA: 209+10
TOP 834.63
CROSSING X-9
EX. STORM
12 IN RCP
STA: 210+10
TOP 834.97
CROSSING X-10
EX. STORM
8 IN RCP
STA: 220+34
INV 836.95
EX. STORM
12 IN RCP
STA: 221+37
TOP 833.82
CROSSING X-8
EX. SANITARY
8 IN PVC Pipe
STA: 208+55
INV 835.07
EX. SANITARY
8 IN PVC Pipe
STA: 211+74
INV 836.70EX. STEAM
STA: 207+20
EX. WATER
STA: 208+18
EX. WATER
STA: 208+84
EX. WATER
STA: 209+25
EX. WATER
STA: 210+57
EX. WATER
STA: 212+46 EX. WATER
STA: 213+81
EX. STEAM
STA: 213+20
EX. ELEC
STA: 213+97
EX. ELEC
STA: 213+72
EX. ELEC
STA: 213+51
EX. GAS
STA: 213+25
EX. ELEC
STA: 212+49
EX. ELEC
STA: 212+15
EX. COMM
STA: 212+03
EX. ELEC
STA: 211+29
EX. ELEC
STA: 208+29
EX. GAS
STA: 210+42
EX. GAS
STA: 209+18
EX. GAS
STA: 214+25
EX. GAS
STA: 215+87 EX. ELEC
STA: 216+74 EX. GAS
STA: 219+94
EX. COMM
STA: 222+13
EX. ELEC
STA: 222+14
EX. GEOTHERMAL
STA: 211+17
FIELD VERIFY GEOTHERMAL DEPTH.
PROTECT GEOTHERMAL UTILITY.
NOTIFY COR IF GEOTHERMAL INTERFERS
WITH INSTALLATION OF DUCT BANK.
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
M
AT
C H
LI
N
E
ST
A.
+0
(S
EE
S
H
EE
T C
U -3
M
AT
C H
LI
N
E
ST
A.
+0
(S
EE
S
H
EE
T C
U -3
M
AT
C H
LI
N
E
ST
A.
+0
(S
EE
S
H
EE
T C
U -3
M
AT
C H
LI
N
E
ST
A.
+0
(S
EE
S
H
EE
T C
U -3
M
AT
C H
LI
N
E
ST
A.
+0
(S
EE
S
H
EE
T C
U -3
M
AT
C H
LI
N
E
ST
A.
+0
(S
EE
S
H
EE
T C
U -3
(RAISE OR LOWER ELEC /
COMM / GAS TO PROVIDE 12"
MIN CLEARANCE, TYP.)
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.)
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.)
24" MIN. COVER
UNPAVED AREAS (TYP).
24" MIN. COVER
UNPAVED AREAS (TYP).
24" MIN. COVER
UNPAVED AREAS (TYP).
30" MIN. COVER PAVED
(DRIVING) AREAS (TYP).
30" MIN. COVER PAVED
(DRIVING) AREAS (TYP).
30" MIN. COVER PAVED
(DRIVING) AREAS (TYP).PU
LL
B
O X
- 2
BO
D
: 8
.2
SU
M
P:
.2
" x
8"
ST
A:
+4
R
IM
: 8
.6
8 LF (9) 4 IN. @ 50.50%
41 LF (9) 4 IN. @ 0.41%
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
8+
BO
D
:8
.6
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
8+
BO
D
:8
.7
12 LF (9) 4 IN. @ 0.40%
EX. COMM
STA: 209+00
5 LF (9) 4 IN. @ 0.83%
33 LF (9) 4 IN. @ -0.40%
PU
LL
B O
X
- 2
BO
D
: 8
.4
(N
BO
D
: 8
.6
(W
E
" x
8"
ST
A:
+7
R
IM
: 8
.4
PU
LL
B O
X
- 2
BO
D
: 8
.0
" x
8"
ST
A:
+3
R
IM
: 8
.3
98 LF (9) 4 IN. @ -0.40%
PU
LL
B O
X
- 2
BO
D
: 8
.6
(W
BO
D
: 8
.6
(E
SU
M
P:
.6
" x
8"
ST
A:
+3
R
IM
: 8
.6
8 LF (9) 4 IN. @ 67.13%
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
0+
BO
D
:8
.6
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
0+
BO
D
:8
.0
74 LF (9) 4 IN. @ 4.00%
PU
LL
B O
X
- 2
BO
D
: 8
.9
" x
8"
ST
A:
+9
R
IM
: 8
.5
190 LF (9) 4 IN. @ 0.83%
H O
R
IZ
O N
TA
L
.5
° B
EN
D
ST
A:
1+
BO
D
: 8
.0
PU
LL
B O
X
- 2
BO
D
: 8
.2
" x
8"
ST
A:
+1
R
IM
: 8
.8
10 LF (6) 4 IN. @ -0.40%
H O
R
IZ
O N
TA
L
.5
° B
EN
D
ST
A:
8+
BO
D
: 8
.5
42 LF (6) 4 IN. @ -0.72%
39 LF (6) 4 IN. @ 0.87%
PU
LL
B O
X
- 2
BO
D
: 8
.6
" x
8"
ST
A:
+2
R
IM
: 8
.7
200 LF (6) 4 IN. @ -0.66%
PU
LL
B O
X
- 2
BO
D
: 8
.3
" x
8"
ST
A:
+2
R
IM
: 8
.7
48 LF (6) 4 IN. @ -0.49%
91 LF (6) 4 IN. @ -0.49%
5 LF (9) 4 IN. @ 0.50%
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% FINAL 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
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
EHRM INFRASTRUCTURE
UPGRADES, MARION, IN
MARION, IN
610-21-701
Project Director
04/04/2022 LRK JPRRevisions: Date:
Fi le
P at h:
y
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1:
A M
16181
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES PROJECT:
20459
Sheet of 45
No. 10910393
STATEOF
INDIANA
DI
REGSTERERO
GER A AN. DERSON
PRO
FESS IONAL ENGIN
EE
R
04/04/2022
CU-302
PLANNED CONSTRUCTION -
PROFILE 2
207+00 to 214+00
214+00 to 221+00
221+00 to 228+00
NOTES:
1. ALL PVC CONDUITS TO BE 4-INCH DIAMETER, SCHEDULE 40 PVC.
2. IN LIEW OF USING PRE-FABRICATED BENDS, HORIZONTAL AND VERTICAL PVC PIPE
BENDS MAY BE ACCOMPLISHED BY APPLYING HEAT AND BENDING PIPE IN DONE IN
FULL ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND IF PROCESS IS
PRE-APPROVED BY THE CONTRACTING OFFICERS REPRESENTATIVE (COR).
3. DEPTH OF ELECTRICAL, COMMUNICATIONS, NATURAL GAS, WATER, STEAM, AND
GEOTHERMAL UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY
AND NOTIFY COR OF ANY CONFLICTS WITH PROPOSED DUCT BANK.
4. CONTRACTOR TO RAISE OR LOWER EXISTING ELECTRIC, COMM, 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
OPTIC CONSTRUCTION.
5. WHEN SLACK DOES NOT ALLOW RAISING OR LOWERING IN-PLACE OF EXISTING
ELECTRICAL, COMMUNICATIONS, AND NATURAL GAS CONTRACTOR MAY LOWER
PROPOSED FIBER OPTIC DUCT BANK ALIGNMENT. HOWEVER, IF THE LOWERING
INTRODUCES A LOW-POINT IN THE VERTICAL ALIGNMENT, CONTRACTOR MUST
INSTALL A PULL BOX WITH 2.0' SUMP AT EACH LOW-POINT. CONTRACTOR MUST
RECEIVE PRE-APPROVAL FROM COR FOR ANY ADDITIONAL PULL BOXES.
6. WHEN SLACK DOES NOT ALLOW RAISING OR LOWERING IN PLACE OF EXISTING
IRRIGATION LINES, CONTRACTOR SPLICE IRRIGATION LINE TO PROVIDE ADEQUATE
SLACK TO MEET MIN. CLEARANCE REQUIREMENTS.
7. MINIMUM SLOPE IN EACH CONDUIT SHALL BE NO LESS THAN 0.4% TO PROMOTE
DRAINAGE WITHIN CONDUITS.
NOTE: OVERALL OBJECTIVE IS TO INSTALL PROPOSED EHRM
FIBER DUCT BANKS AS SHALLOW AS POSSIBLE WITHIN VA
DESIGN REQUIREMENTS. DEPTH OF EXISTING UTILITIES
ARE UNCONFIRMED. CONTRACTOR TO FIELD VERIFY. IF
CONFIRMED DEPTH ALLOWS FOR ALTERNATE SHALLOW
CROSSING ABOVE THE EXISTING UTILITY USING DETAIL
10/C-501, CONTRACTOR SHALL CONTACT COR FOR
South Main Alignment: 234+90 to 242+20
South Main Alignment: 241+90 to 249+20
South Main Alignment: 227+90 to 235+20
EL
GAS
WAT
EL GAS EL
228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00
64 LF (6) 4 IN. @ -0.49%
H O
R
IZ
O N
TA
L
.5
° B
EN
D
ST
A:
8+
BO
D
: 8
.6
PU
LL
B O
X
- 2
BO
D
: 8
.7
" x
8"
ST
A:
+0
R
IM
: 8
.2
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
9+
BO
D : 8
.3
H O
R
IZ
O N
TA
L
.5
° B
EN
D H
O R
IZ
O
N
TA
L
.2 5°
B
EN
D
ST
A:
1+
BO
D
: 8
.2
H O
R
IZ
O N
TA
L
.5
° B
EN
D
ST
A:
2+
BO
D
: 8
.6
112 LF (6) 4 IN. @ -0.60%
91 LF (6) 4 IN. @ -0.49%
146 LF (6) 4 IN. @ -2.03%
132 LF (6) 4 IN. @ 1.50%
235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00
FO
WAT
EL FO
EL
WAT
WAT
ST
EL
H O
R
IZ
O N
TA
L
° B
EN
D
H O
R
IZ
O N
TA
L
.5
° B
EN
D
ST
A:
6+
BO
D
: 8
.5
85 LF (6) 4 IN. @ 0.83%
10 LF (6) 4 IN. @ 0.83%
17 LF (6) 4 IN. @ -0.40%
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
1+
BO
D : 8
.0
PU
LL
B O
X
- 2
BO
D
: 8
.2
(S
BO
D
: 8
.8
(N
SU
M
P:
.8
" x
8"
ST
A:
+8
R
IM
: 8
.5
101 LF (6) 4 IN. @ 2.00%
H O
R
IZ
O N
TA
L
.5
° B
EN
D
ST
A:
5+
BO
D
: 8
.6
20 LF (6) 4 IN. @ 0.40%
83 LF (6) 4 IN. @ 0.67%
PU
LL
B O
X
- 2
BO
D
: 8
.5
" x
8"
ST
A:
+1
R
IM
: 8
.8
PU
LL
B O
X
- 2
BO
D
: 8
.3
SU
M
P:
.3
" x
8"
ST
A:
+3
R
IM
: 8
.7
5 LF (6) 4 IN. @ 50.50%
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
3+
BO
D : 8
.7
84 LF (6) 4 IN. @ -0.50%
6 LF (6) 4 IN. @ -0.54%
PU
LL
B O
X
- 2
BO
D
: 8
.4
SU
M
P:
.4
" x
8"
ST
A:
+2
R
IM
: 8
.0
105 LF (6) 4 IN. @ 0.67%
PU
LL
B O
X
- 2
BO
D
: 8
.8
" x
8"
ST
A:
+5
R
IM
: 8
.0
89 LF EX. FIBER CONDUIT
EX
IS
TI
N
G B
EN
D
ST
A:
1+
BO
D : 8
.8
34 LF EX. FIBER CONDUIT
PU
LL
B O
X
- 2
" x
8"
ST
A:
+9
R
IM
: 8
.9
37 LF (6) 4 IN. @ -0.54%
GAS
EL
PU
LL
B O
X
- 2
BO
D
: 8
.9
" x
8"
ST
A:
+8
R
IM
: 8
.8
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
7+
BO
D : 8
.1
EX. STORM
6 IN RCP
STA: 237+94
INV 841.84
21 LF (6) 4 IN. @ 0.50%
PU
LL
B O
X
- 2
BO
D
: 8
.7
(N E)
BO
D
: 8
.8
(S W
SU
M P:
.8
" X
8"
ST
A:
+2
R
IM
: 8
.0
139 LF (6) 4 IN. @ -0.50%
CROSSING X-13
EX. STORM
6 IN RCP
STA: 248+39
INV 840.73
EX. SANITARY
8 IN PVC Pipe
STA: 231+68
INV 836.72
CROSSING X-11
EX. SANITARY
8 IN PVC Pipe
STA: 241+77
INV 840.32
EX. SANITARY
8 IN PVC Pipe
STA: 237+88
TOP 830.92
EX. SANITARY
8 IN PVC Pipe
STA: 248+44
TOP 837.05
EX. WATER
STA: 237+42
EX. WATER
STA: 239+96
EX. COMM
STA: 239+86
EX. ELEC
STA: 241+57
EX. COMM
STA: 241+29
EX. ELEC
STA: 241+21
EX. ELEC
STA: 241+13
EX. GAS
STA: 239+00
EX. ELEC
STA: 238+67
EX. GAS
STA: 238+71
EX. ELEC
STA: 238+72
EX. ELEC
STA: 237+13
EX. GAS
STA: 237+19
EX. WATER
STA: 242+56 EX. WATER
STA: 247+88
EX. STEAM
STA: 248+36
EX. ELEC
STA: 248+54
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
M
AT
C H
LI
N
E
ST
A.
+0
(S
EE
S
H
EE
T C
U -3
M
AT
C H
LI
N
E
ST
A.
+0
(S
EE
S
H
EE
T C
U -3
M
AT
C H
LI
N
E
ST
A.
+0
(S
EE
S
H
EE
T C
U -3
M
AT
C H
LI
N
E
ST
A.
+0
(S
EE
S
H
EE
T C
U -3
M
AT
C H
LI
N
E
ST
A.
+0
(S
EE
S
H
EE
T C
U -3
CROSSING X-12
EX. STORM
12 IN RCP
STA: 243+42
INV 839.18
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.)
139 LF (6) 4 IN. @ -0.50%
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.)
24" MIN. COVER
UNPAVED AREAS (TYP).
24" MIN. COVER
UNPAVED AREAS (TYP).
24" MIN. COVER
UNPAVED AREAS (TYP).
30" MIN. COVER PAVED
(DRIVING) AREAS (TYP).
30" MIN. COVER PAVED
(DRIVING) AREAS (TYP).
6 LF (6) 4 IN. @ 0.50%
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
1+
BO
D
:8
.8
7 LF (6) 4 IN. @ 49.50%
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
1+
BO
D
:8
.4
PU
LL
B O
X
- 2
BO
D
: 8
.7
(N E)
BO
D
: 8
.7
(S W
SU
M P:
.7
" x
8"
ST
A:
+7
R
IM
: 8
.0
72 LF (6) 4 IN. @ -0.40%
8 LF (6) 4 IN. @ 49.86%
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
8+
BO
D
:8
.2
7VE
R
TI
C
AL
2.
5° B
EN
D
ST
A:
8+
BO
D :8
.2
PU
LL
B O
X
- 2
BO
D
: 8
.7
(S
BO
D
: 8
.0
(W
SU
M
P:
.0
" x
8"
ST
A:
+1
R
IM
: 8
.7
26 LF (6) 4 IN. @ 0.51%
BU
ILD
IN
G
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
3+
BO
D
:8
.9
EX. SANITARY
8 IN PVC Pipe
STA: 235+20
TOP 833.27
10 LF (6) 4 IN. @ 0.69%
242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 249+20
PU
LL
B O
X
- 2
BO
D
: 8
.3
" x
8"
ST
A:
+2
R
IM
: 8
.3
48 LF (6) 4 IN. @ -2.03%
PU
LL
B O
X
- 2
BO
D
: 8
.4
" x
8"
ST
A:
+2
R
IM
: 8
.0
32 LF (6) 4 IN. @ -0.60%
5 LF (6) 4 IN. @ 1.50%
PU
LL
B O
X
- 2
BO
D
: 8
.5
SU
M
P:
.5
" x
8"
ST
A:
+6
R
IM
: 8
.4
H O
R
IZ
O N
TA
L
° B
EN
D
H O
R
IZ
O N
TA
L
.5
° B
EN
D
ST
A:
4+
BO
D
: 8
.8
149 LF (6) 4 IN. @ 2.47%
5 LF (6) 4 IN. @ 2.47%
149 LF (6) 4 IN. @ 2.47%
121 LF (6) 4 IN. @ 0.69%
PU
LL
B O
X
- 2
BO
D
: 8
.5
" x
8"
ST
A:
+5
R
IM
: 8
.0
PU
LL
B O
X
- 2
BO
D
: 8
.4
" x
8"
ST
A:
+8
R
IM
: 8
.5
200 LF (6) 4 IN. @ -0.50%
PU
LL
B O
X
- 2
BO
D
: 8
.0
" x
8"
ST
A:
+8
R
IM
: 8
.8
10 LF (6) 4 IN. @ -0.54%
6 LF (6) 4 IN. @ -0.54%
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
6+
BO
D : 8
.5
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
6+
BO
D : 8
.4
H O
R
IZ
O N
TA
L
.2
5° B
EN
D
ST
A:
5+
BO
D : 8
.7
5 LF (6) 4 IN. @ -0.54%
50 LF (6) 4 IN. @ 0.40%
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
8+
BO
D : 8
.4
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% FINAL 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
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
EHRM INFRASTRUCTURE
UPGRADES, MARION, IN
MARION, IN
610-21-701
Project Director
04/04/2022 LRK JPRRevisions: Date:
Fi le
P at h:
y
:\1
\1 s es
- e hr m v am c
- m ar io n\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_p ro fil es .d w m m ille r s av ed
:4 /1
5/
1:
lo t:4 /1
5/
1:
A M
16181
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES PROJECT:
20459
Sheet of 45
No. 10910393
STATEOF
INDIANA
DI
REGSTERERO
GER A AN. DERSON
PRO
FESS IONAL ENGIN
EE
R
04/04/2022
CU-303
PLANNED CONSTRUCTION -
PROFILE 3
228+00 to 235+00
235+00 to 242+00
242+00 to 249+00
NOTES:
1. ALL PVC CONDUITS TO BE 4-INCH DIAMETER, SCHEDULE 40 PVC.
2. IN LIEW OF USING PRE-FABRICATED BENDS, HORIZONTAL AND VERTICAL PVC PIPE BENDS
MAY BE ACCOMPLISHED BY APPLYING HEAT AND BENDING PIPE IN DONE IN FULL
ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND IF PROCESS IS PRE-APPROVED
BY THE CONTRACTING OFFICERS REPRESENTATIVE (COR).
3. DEPTH OF ELECTRICAL, COMMUNICATIONS, NATURAL GAS, WATER, STEAM, AND
GEOTHERMAL UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY AND
NOTIFY COR OF ANY CONFLICTS WITH PROPOSED DUCT BANK.
4. CONTRACTOR TO RAISE OR LOWER EXISTING ELECTRIC, COMM, 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 OPTIC CONSTRUCTION.
5. WHEN SLACK DOES NOT ALLOW RAISING OR LOWERING IN-PLACE OF EXISTING ELECTRICAL, COMMUNICATIONS, AND NATURAL GAS CONTRACTOR MAY LOWER PROPOSED FIBER OPTIC
DUCT BANK ALIGNMENT. HOWEVER, IF THE LOWERING INTRODUCES A LOW-POINT IN THE
VERTICAL ALIGNMENT, CONTRACTOR MUST INSTALL A PULL BOX WITH 2.0' SUMP AT EACH
LOW-POINT. CONTRACTOR MUST RECEIVE PRE-APPROVAL FROM COR FOR ANY ADDITIONAL
PULL BOXES.
6. WHEN SLACK DOES NOT ALLOW RAISING OR LOWERING IN PLACE OF EXISTING IRRIGATION
LINES, CONTRACTOR SPLICE IRRIGATION LINE TO PROVIDE ADEQUATE SLACK TO MEET MIN.
CLEARANCE REQUIREMENTS.
7. MINIMUM SLOPE IN EACH CONDUIT SHALL BE NO LESS THAN 0.4% TO PROMOTE DRAINAGE
WITHIN CONDUITS.
NOTE: OVERALL OBJECTIVE IS TO INSTALL PROPOSED EHRM FIBER DUCT
BANKS AS SHALLOW AS POSSIBLE WITHIN VA DESIGN REQUIREMENTS.
DEPTH OF EXISTING UTILITIES ARE UNCONFIRMED. CONTRACTOR TO
FIELD VERIFY. IF CONFIRMED DEPTH ALLOWS FOR ALTERNATE
SHALLOW CROSSING ABOVE THE EXISTING UTILITY USING DETAIL
10/C-501, CONTRACTOR SHALL CONTACT COR FOR APPROVAL OF
DESIGN CHANGE.
Secondary Loop Alignment: 349+75 to 351+60
Bldg 170 Alignment: 299+50 to 301+00
Bldg 173 Alignment: 339+75 to 344+25
Bldg 170 E Alignment: 309+50 to 310+50
300+00 301+00
350+00 351+00 351+60
PU
LL
B O
X
- 2
BO
D
: 8
.9
" x
8"
ST
A:
+9
R
IM
:8
.6
150 LF (1) 4 IN. @ -1.02%
PU
LL
B O
X
- 3
BO
D
: 8
.9
" x
0"
ST
A:
+5
R
IM
:8
.4
175 LF (4) 4 IN. @ -2.31%
ST
WAT
Bldg 3 W Alignment: 319+90 to 321+50
BU
ILD
IN
G
PU
LL
B O
X
- 2
BO
D
: 8
.2
(W
BO
D
: 8
.7
(N
S
" x
8"
ST
A:
+0
R
IM
:8
.7
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
0+
BO
D : 8
.8
PU
LL
B O
X
- 3
BO
D
: 8
.4
SU
M
P:
.4
" x
8"
ST
A:
+0
R
IM
: 8
.3
105 LF (1) 4 IN. @ 3.62%
310+00 310+50
PU
LL
B O
X
- 3
BO
D
: 8
.1
" x
0"
ST
A:
+7
R
IM
:8
.0
PU
LL
B O
X
- 2
BO
D
: 8
.5
(W
BO
D
: 8
.7
(N
S E)
" x
8"
ST
A:
+7
R
IM
:8
.6
Bldgs 2-6 Main Alignment: 329+90 to 333+00
FO
WAT
EL
ELGAS
EL
EL
EL
ST
GAS EL
EX. STORM
6 IN PVC Pipe
STA: 300+09
INV 840.5
PU
LL
B O
X
- 3
BO
D
: 8
.2
" x
0"
ST
A:
+1
R
IM
:8
.2
PU
LL
B O
X
- 2
BO
D
: 8
.3
(N W
S
E)
BO
D : 8
.0
(N
E)
" x
8"
ST
A:
+1
R
IM
:8
.5
8 LF (1) 4 IN. @ 3.59%
70 LF (1) 4 IN. @ 3.59%
EX. COMM
STA: 300+38
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.)
EX. WATER
STA: 300+74
12 LF (1) 4 IN. @ 3.54%
PU
LL
B O
X
- 3
BO
D
: 8
.9
" x
0"
ST
A:
+1
R
IM
:8
.2
EX. ELEC
STA: 340+18
EX. GAS
STA: 340+24
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.)
EX. ELEC
STA: 340+24
EX. ELEC
STA: 340+37
EX. STEAM
STA: 340+91
EX. WATER
STA: 343+92
23 LF (1) 4 IN. @ 0.66%
EX. ELEC
STA: 350+56
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.) EX. GAS
STA: 350+86
EX. STEAM
STA: 350+84
EX. ELEC
STA: 350+82
EX. ELEC
STA: 351+24
24" MIN. COVER
UNPAVED AREAS (TYP).
24" MIN. COVER
UNPAVED AREAS (TYP).
24" MIN. COVER
UNPAVED AREAS (TYP).
24" MIN. COVER
UNPAVED AREAS (TYP).
30" MIN. COVER PAVED
(DRIVING) AREAS (TYP).
30" MIN. COVER PAVED
(DRIVING) AREAS (TYP).
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
M
AT
C H
LI
N
E
ST
A.
+5
(S
EE
S
H
EE
T C
U -3
330+00 331+00 332+00 333+00
FO
WAT WAT
FO
EL
WAT
WAT
EL EL EL EL
EL
ST
WAT
GAS
EX. STORM
12 IN Concrete Pipe
STA: 330+42
TOP 831.02
PU
LL
B O
X
- 3
BO
D
: 8
.5
" x
8"
ST
A:
+0
R
IM
:8
.8
57 LF (4) 4 IN. @ -4.27%
PU
LL
B O
X
- 3
BO
D
: 8
.1
SU
M
P:
.1
" x
8"
ST
A:
+5
R
IM
: 8
.3
8 LF (4) 4 IN. @ -48.22%
26 LF (4) 4 IN. @ 2.00%
20 LF (4) 4 IN. @ 0.41%
PU
LL
B O
X
- 3
BO
D
: 8
.8
SU
M
P:
.8
" x
8"
ST
A:
+2
R
IM
: 8
.7
8 PU
LL
B
O X
- 3
BO
D
: 8
.8
" x
8"
ST
A:
+7
R
IM
:8
.5
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
2+
BO
D
:8
.2
EX. SANITARY
8 IN PVC Pipe
STA: 330+29
INV: 837.54
EX. STORM
12 IN PVC Pipe
STA: 331+37
TOP 831.36
EX. STORM
6 IN PVC Pipe
STA: 332+12
TOP 835.83
EX. STORM
6 IN PVC Pipe
STA: 332+15
TOP 835.92
EX. SANITARY
8 IN PVC Pipe
STA: 332+45
INV: 836.71
WAT
EX. WATER
STA: 330+17
EX. WATER
STA: 330+36
EX. WATER
STA: 331+71
EX. WATER
STA: 331+54
EX. WATER
STA: 332+66
EX. WATER
STA: 332+48
EX. COMM
STA: 331+10
EX. ELEC
STA: 331+18
EX. ELEC
STA: 331+88
EX. ELEC
STA: 331+82
EX. ELEC
STA: 331+81
EX. ELEC
STA: 331+80
EX. ELEC
STA: 332+53
EX. STEAM
STA: 332+53
CROSSING X-14
EX. STORM
8 IN PVC Pipe
STA: 332+39
INV 835.2
9 LF (4) 4 IN. @ 50.41%
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
2+
BO
D
:8
.8
VE
R
TI
C
AL
2.
5°
B
EN
D
ST
A:
2+
BO
D
:8
.9
158 LF (4) 4 IN. @ 1.78%
PU
LL
B O
X
- 3
BO
D
: 8
.8
" x
0"
ST
A:
+0
R
IM
:8
.3
25 LF (4) 4 IN. @ -0.40%
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.)
BU
ILD
IN
G
BU
ILD
IN
G
BU
ILD
IN
G
BU
ILD
IN
G
EX. WATER
STA: 330+04
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
BU
ILD
IN
G
EX. COMM
STA: 332+23
22 LF (4) 4 IN. @ 4.28%
PU
LL
B O
X
- 3
" x
8"
ST
A:
+7
R
IM
: 8
.4
BO
D : 8
.0
SU
M P:
.0
PU
LL
B O
X
- 2
BO
D
: 8
.4
(N
BO
D
: 8
.6
(W
N
" x
8"
ST
A:
+0
R
IM
:8
.4
WAT
GAS
WAT
EX. WATER
STA: 320+16
EX. WATER
STA: 320+92
EX. GAS
STA: 320+27
320+00 321+00
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
1+
BO
D : 8
.8
132 LF (1) 4 IN. @ 0.66%
54 LF (4) 4 IN. @ -0.40%
H O
R
IZ
O N
TA
L
.2
5° B
EN
D
ST
A:
0+
BO
D : 8
.3
30" MIN. COVER PAVED
(DRIVING) AREAS (TYP).
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% FINAL 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
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
EHRM INFRASTRUCTURE
UPGRADES, MARION, IN
MARION, IN
610-21-701
Project Director
04/04/2022 LRK JPRRevisions: Date:
Fi le
P at h:
y
:\1
\1 s es
- e hr m v am c
- m ar io n\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_p ro fil es -2
.d w sb et ke r s av ed :4
/1 5/
1:
lo t:4
/1 5/
1:
A
M
16181
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES PROJECT:
20459
Sheet of 45
No. 10910393
STATEOF
INDIANA
DI
REGSTERERO
GER A AN. DERSON
PRO
FESS IONAL ENGIN
EE
R
04/04/2022
CU-304
PLANNED CONSTRUCTION -
PROFILE 4
300+00 to 300+78 310+00 to 310+12 320+00 to 320+00
330+00 to 333+00
340+00 to 344+08 350+00 to 351+50
NOTES:
1. ALL PVC CONDUITS TO BE 4-INCH DIAMETER, SCHEDULE 40 PVC.
2. IN LIEW OF USING PRE-FABRICATED BENDS, HORIZONTAL AND
VERTICAL PVC PIPE BENDS MAY BE ACCOMPLISHED BY APPLYING HEAT
AND BENDING PIPE IN DONE IN FULL ACCORDANCE WITH
MANUFACTURER'S REQUIREMENTS AND IF PROCESS IS PRE-APPROVED
BY THE CONTRACTING OFFICERS REPRESENTATIVE (COR).
3. DEPTH OF ELECTRICAL, COMMUNICATIONS, NATURAL GAS, WATER,
STEAM, AND GEOTHERMAL UTILITIES ARE APPROXIMATE. CONTRACTOR
SHALL FIELD VERIFY AND NOTIFY COR OF ANY CONFLICTS WITH
PROPOSED DUCT BANK.
4. CONTRACTOR TO RAISE OR LOWER EXISTING ELECTRIC, COMM, 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 OPTIC CONSTRUCTION.
5. WHEN SLACK DOES NOT ALLOW RAISING OR LOWERING IN-PLACE OF
EXISTING ELECTRICAL, COMMUNICATIONS, AND NATURAL GAS
CONTRACTOR MAY LOWER PROPOSED FIBER OPTIC DUCT BANK
ALIGNMENT. HOWEVER, IF THE LOWERING INTRODUCES A LOW-POINT IN
THE VERTICAL ALIGNMENT, CONTRACTOR MUST INSTALL A PULL BOX
WITH 2.0' SUMP AT EACH LOW-POINT. CONTRACTOR MUST RECEIVE
PRE-APPROVAL FROM COR FOR ANY ADDITIONAL PULL BOXES.
6. WHEN SLACK DOES NOT ALLOW RAISING OR LOWERING IN PLACE OF
EXISTING IRRIGATION LINES, CONTRACTOR SPLICE IRRIGATION LINE TO
PROVIDE ADEQUATE SLACK TO MEET MIN. CLEARANCE REQUIREMENTS.
7. MINIMUM SLOPE IN EACH CONDUIT SHALL BE NO LESS THAN 0.4% TO
PROMOTE DRAINAGE WITHIN CONDUITS.
NOTE:
OVERALL OBJECTIVE IS TO INSTALL PROPOSED EHRM FIBER DUCT
BANKS AS SHALLOW AS POSSIBLE WITHIN VA DESIGN REQUIREMENTS.
DEPTH OF EXISTING UTILITIES ARE UNCONFIRMED. CONTRACTOR TO
FIELD VERIFY. IF CONFIRMED DEPTH ALLOWS FOR ALTERNATE
SHALLOW CROSSING ABOVE THE EXISTING UTILITY USING DETAIL
10/C-501, CONTRACTOR SHALL CONTACT COR FOR APPROVAL OF
DESIGN CHANGE.
Bldg 9 Alignment: 389+75 to 392+75
Bldg 55 Alignment: 379+75 to 383+50
Secondary Loop Alignment: 351+40 to 358+70
Bldgs 53 and 76 Alignment: 369+90 to 374+60
370+00 371+00 372+00 373+00 374+00 374+60
Bldg 173 Secondary Alignment: 359+90 to 361+70
8 LF (1) 4 IN. @ -0.40%
PU
LL
B O
X
- 3
BO
D
: 8
.6
" x
8"
ST
A:
+3
R
IM
:8
.3
5 LF (1) 4 IN. @ 0.94%
PU
LL
B O
X
- 3
BO
D
: 8
.7
" x
0"
ST
A:
+5
R
IM
:8
.7
80 LF (1) 4 IN. @ 4.26%
PU
LL
B O
X
- 2
BO
D
: 8
.7
" x
8"
ST
A:
+0
R
IM
:8
.2
WAT
ST
GAS
WAT
WAT
352+00 353+00 354+00 355+00 356+00 357+00 358+00 358+70
WAT
WAT
EL
WAT
GAS
WAT
ST
GAS
EL
EL
EL
EL GAS
359+90 360+00 361+00 361+70
GAS
GAS
WAT
EL GAS
390+00 391+00 392+00 392+75
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
2+
BO
D : 8
.4
71 LF (4) 4 IN. @ -0.49%
PU
LL
B O
X
- 3
BO
D
: 8
.2
(N
E
BO
D
: 8
.1
(W
SU
M
P:
.0
" x
8"
ST
A:
+5
R
IM
: 8
.7
18 LF (4) 4 IN. @ 2.16%
7 LF (4) 4 IN. @ 2.16%
H O
R
IZ
O N
TA
L
.2
5° B
EN
D
ST
A:
5+
BO
D : 8
.0
88 LF (4) 4 IN. @ -1.60%
PU
LL
B O
X
- 2
BO
D
: 8
.6
(W
E
BO
D
: 8
.0
(N
SU
M
P:
.0
" x
8"
ST
A:
+3
R
IM
: 8
.3
104 LF (4) 4 IN. @ -0.40%
PU
LL
B O
X
- 3
BO
D
: 8
.8
" x
8"
ST
A:
+7
R
IM
:8
.4
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
3+
BO
D : 8
.8
PU
LL
B O
X
- 2
BO
D
: 8
.6
" x
8"
ST
A:
+5
R
IM
:8
.1
20 LF (1) 4 IN. @ 1.09%
167 LF (1) 4 IN. @ 1.09%
5 LF (1) 4 IN. @ 1.41%
81 LF (1) 4 IN. @ 0.40%
34 LF (1) 4 IN. @ 1.00%
230 LF (1) 4 IN. @ 0.42%
GAS
WAT
EL
WAT
GAS
EX. STORM
12 IN PVC Pipe
STA: 355+16
TOP 834.69
PU
LL
B O
X
- 3
BO
D
: 8
.6
" x
8"
ST
A:
+8
R
IM
:8
.1
157 LF (4) 4 IN. @ -0.40%
EX. STORM
8 IN PVC Pipe
STA: 373+66
TOP 837.05
PU
LL
B O
X
- 2
BO
D
: 8
.9
" x
8"
ST
A:
+9
R
IM
:8
.9
PU
LL
B O
X
- 3
BO
D
: 8
.9
" x
8"
ST
A:
+7
R
IM
:8
.0
PU
LL
B O
X
- 3
BO
D
: 8
.2
" x
0"
ST
A:
+5
R
IM
:8
.7
135 LF (1) 4 IN. @ 1.09%
PU
LL
B O
X
- 3
BO
D
: 8
.0
" x
8"
ST
A:
+3
R
IM
:8
.9
PU
LL
B O
X
- 3
BO
D
: 8
.1
" x
0"
ST
A:
+2
R
IM
:8
.6
PU
LL
B O
X
- 3
BO
D
: 8
.1
" x
0"
ST
A:
+3
R
IM
:8
.9
PU
LL
B O
X
- 2
BO
D
: 8
.9
" x
8"
ST
A:
+8
R
IM
:8
.8
EX. STORM
12 IN PVC Pipe
STA: 390+77
TOP 833.62
PU
LL
B O
X
- 3
BO
D
: 8
.8
" x
8"
ST
A:
+3
R
IM
:8
.6
PU
LL
B O
X
- 3
BO
D
: 8
.2
" x
0"
ST
A:
+6
R
IM
:8
.2
78 LF (1) 4 IN. @ -0.96%
PU
LL
B O
X
- 3
BO
D
: 8
.7
" X
0"
ST
A:
+4
R
IM
:8
.8
EX. GAS
STA: 352+50
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.)
EX. WATER
STA: 352+69
EX. ELEC
STA: 352+78
EX. WATER
STA: 353+01
EX. WATER
STA: 353+67
EX. WATER
STA: 353+92
EX. WATER
STA: 355+39
EX. GAS
STA: 354+19
EX. GAS
STA: 355+73
EX. GAS
STA: 357+88
EX. ELEC
STA: 353+76 EX. ELEC
STA: 356+01
EX. ELEC
STA: 356+17
EX. ELEC
STA: 356+97
EX. ELEC
STA: 357+23
EX. STEAM
STA: 355+77
EX. GAS
STA: 360+23
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.)
EX. WATER
STA: 361+31
EX. ELEC
STA: 372+51
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.)
EX. GAS
STA: 372+61
EX. WATER
STA: 382+63
EX. WATER
STA: 390+73
EX. WATER
STA: 391+13
EX. GAS
STA: 391+02
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.)
EX. STEAM
STA: 390+89
EX. WATER
STA: 353+24
FO
EX. COMM
STA: 374+32
24" MIN. COVER
UNPAVED AREAS (TYP).
24" MIN. COVER
UNPAVED AREAS (TYP).
24" MIN. COVER
UNPAVED AREAS (TYP).
24" MIN. COVER
UNPAVED AREAS (TYP).
30" MIN. COVER PAVED
(DRIVING) AREAS (TYP).
30" MIN. COVER PAVED
(DRIVING) AREAS (TYP).
30" MIN. COVER PAVED
(DRIVING) AREAS (TYP).
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
M
AT
C H
LI
N
E
ST
A.
+5
(S
EE
S
H
EE
T C
U -3
EX. GAS
STA: 355+83
BU
ILD
IN
G
BU
ILD
IN
G
BU
ILD
IN
G
49 LF (1) 4 IN. @ 0.89%
PU
LL
B O
X
- 3
BO
D
: 8
.3
SU
M
P:
.3
" x
8"
ST
A:
+0
R
IM
: 8
.3
175 LF (4) 4 IN. @ -2.31%
EX. GAS
STA: 361+24
PU
LL
B O
X
- 3
BO
D
: 8
.0
" x
8"
ST
A:
+8
R
IM
:8
.7
163 LF (1) 4 IN. @ 0.96%
5 LF (1) 4 IN. @ 0.96%
27 LF (1) 4 IN. @ -0.40%
128 LF (4) 4 IN. @ 2.16%
H O
R
IZ
O N
TA
L
.5
° B
EN
D
ST
A:
3+
BO
D
: 8
.5
PU
LL
B O
X
- 3
BO
D
: 8
.5
" x
8"
ST
A:
+0
R
IM
:8
.6
90 LF (4) 4 IN. @ -1.60%
66 LF (1) 4 IN. @ 1.41%
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
0+
BO
D : 8
.8
H O
R
IZ
O N
TA
L
.5
° B
EN
D
ST
A:
0+
BO
D
: 8
.7
30" MIN. COVER PAVED
(DRIVING) AREAS (TYP).
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
0+
BO
D : 8
.6
H
O R
IZ
O
N
TA
L
° B
EN
D
ST
A:
0+
BO
D
: 8
.7
24" MIN. COVER
UNPAVED AREAS (TYP).
6 LF (1) 4 IN. @ 0.94%
40 LF (1) 4 IN. @ 0.94%
BU
ILD
IN
G
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
0+
BO
D : 8
.1
H O
R
IZ
O N
TA
L
.5
° B
EN
D
ST
A:
4+
BO
D
: 8
.3
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% FINAL 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
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
EHRM INFRASTRUCTURE
UPGRADES, MARION, IN
MARION, IN
610-21-701
Project Director
04/04/2022 LRK JPRRevisions: Date:
Fi le
P at h:
y
:\1
\1 s es
- e hr m v am c
- m ar io n\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_p ro fil es -2
.d w sb et ke r s av ed :4
/1 5/
1:
lo t:4
/1 5/
1:
A
M
16181
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES PROJECT:
20459
Sheet of 45
No. 10910393
STATEOF
INDIANA
DI
REGSTERERO
GER A AN. DERSON
PRO
FESS IONAL ENGIN
EE
R
04/04/2022
CU-305
PLANNED CONSTRUCTION -
PROFILE 5
351+50 to 358+57
360+00 to 361+52 370+00 to 374+49
380+00 to 383+13 390+00 to 392+64
NOTES:
1. ALL PVC CONDUITS TO BE 4-INCH DIAMETER, SCHEDULE 40 PVC.
2. IN LIEW OF USING PRE-FABRICATED BENDS, HORIZONTAL AND VERTICAL PVC PIPE BENDS MAY
BE ACCOMPLISHED BY APPLYING HEAT AND BENDING PIPE IN DONE IN FULL ACCORDANCE WITH
MANUFACTURER'S REQUIREMENTS AND IF PROCESS IS PRE-APPROVED BY THE CONTRACTING
OFFICERS REPRESENTATIVE (COR).
3. DEPTH OF ELECTRICAL, COMMUNICATIONS, NATURAL GAS, WATER, STEAM, AND GEOTHERMAL
UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY AND NOTIFY COR OF ANY
CONFLICTS WITH PROPOSED DUCT BANK.
4. CONTRACTOR TO RAISE OR LOWER EXISTING ELECTRIC, COMM, 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 OPTIC CONSTRUCTION.
5. WHEN SLACK DOES NOT ALLOW RAISING OR LOWERING IN-PLACE OF EXISTING ELECTRICAL, COMMUNICATIONS, AND NATURAL GAS CONTRACTOR MAY LOWER PROPOSED FIBER OPTIC
DUCT BANK ALIGNMENT. HOWEVER, IF THE LOWERING INTRODUCES A LOW-POINT IN THE
VERTICAL ALIGNMENT, CONTRACTOR MUST INSTALL A PULL BOX WITH 2.0' SUMP AT EACH
LOW-POINT. CONTRACTOR MUST RECEIVE PRE-APPROVAL FROM COR FOR ANY ADDITIONAL
PULL BOXES.
6. WHEN SLACK DOES NOT ALLOW RAISING OR LOWERING IN PLACE OF EXISTING IRRIGATION
LINES, CONTRACTOR SPLICE IRRIGATION LINE TO PROVIDE ADEQUATE SLACK TO MEET MIN.
CLEARANCE REQUIREMENTS.
7. MINIMUM SLOPE IN EACH CONDUIT SHALL BE NO LESS THAN 0.4% TO PROMOTE DRAINAGE
WITHIN CONDUITS.
NOTE:
OVERALL OBJECTIVE IS TO INSTALL PROPOSED EHRM FIBER DUCT BANKS AS
SHALLOW AS POSSIBLE WITHIN VA DESIGN REQUIREMENTS. DEPTH OF EXISTING
UTILITIES ARE UNCONFIRMED. CONTRACTOR TO FIELD VERIFY. IF CONFIRMED
DEPTH ALLOWS FOR ALTERNATE SHALLOW CROSSING ABOVE THE EXISTING
UTILITY USING DETAIL 10/C-501, CONTRACTOR SHALL CONTACT COR FOR
Bldg 76 Alignment: 509+85 to 511+10
Bldg 5 Alignment: 439+75 to 440+60
510+00 511+00 511+10440+00 440+60
PU
LL
B O
X
- 4
BO
D
: 8
.0
" x
0"
ST
A:
+4
R
IM
:8
.3
Bldg 79 Main Alignment: 499+75 to 501+30
Bldg 2 Alignment: 429+75 to 430+75
430+00 430+75
49 LF (1) 4 IN. @ 1.84%
PU
LL
B O
X
- 4
BO
D
: 8
.8
" x
0"
ST
A:
+4
R
IM
:8
.8
Bldg 41 Alignment: 419+75 to 420+50
420+00 420+50
Bldg 49 Alignment: 409+85 to 412+05
GAS
GEO
GEO
GAS
Bldg 52 Alignment: 399+75 to 400+60
400+00 400+60 410+00 411+00 412+00 412+05
EL
EL EL EL
ST
FO EL EL
WAT
EL
ST
PU
LL
B O
X
- 2
BO
D
: 8
.3
SU
M
P:
.3
" x
8"
ST
A:
+3
R
IM
: 8
.7
43 LF (4) 4 IN. @ 7.58%
(RUN THROUGH EXISTING FIBER CONDUIT)
187 LF (1) 4 IN. @ 0.83%
PU
LL
B O
X
- 2
BO
D
: 8
.5
" x
8"
ST
A:
+0
R
IM
:8
.9
PU
LL
B O
X
- 4
BO
D
: 8
.1
" x
0"
ST
A:
+8
R
IM
:8
.6
10 LF (1) 4 IN. @ 0.90%
18 LF (1) 4 IN. @ 8.60%
PU
LL
B O
X
- 4
BO
D
: 8
.0
" x
0"
ST
A:
+1
R
IM
:8
.0
500+00 501+00 501+30
EL
PU
LL
B O
X
- 4
BO
D
: 8
.6
" x
ST
A:
+4
R
IM
:8
.6
PU
LL
B O
X
- 4
BO
D
: 8
.9
" x
8"
ST
A:
+0
R
IM
:8
.9
PU
LL
B O
X
- 4
BO
D
: 8
.3
SU
M
P:
.3
" x
8"
ST
A:
+0
R
IM
: 8
.5
CROSSING X-15
EX. STORM
12 IN PVC Pipe
STA: 440+05
INV 838.6
EX. STORM
12 IN PVC
STA: 510+33
TOP 834.87
PU
LL
B O
X
- 5
BO
D
: 8
.3
" x
8"
ST
A:
+9
R
IM
:8
.5
105 LF (1) 4 IN. @ 3.80%
PU
LL
B O
X
- 5
BO
D
: 8
.7
" x
0"
ST
A:
+1
R
IM
:8
.8
PU
LL
B O
X
- 3
BO
D
: 8
.2
(N
E
BO
D
: 8
.0
(W
SU
M
P:
.0
" x
8"
ST
A:
+0
R
IM
: 8
.7
18 LF (1) 4 IN. @ 24.71%
EX. GAS
STA: 440+33
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.)
EX. ELEC
STA: 510+16
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.)
EX. STEAM
STA: 510+46EX. ELEC
STA: 500+52
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.)
EX. ELEC
STA: 410+29
EX. ELEC
STA: 410+36
EX. ELEC
STA: 410+49
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.)
EX. ELEC
STA: 410+56 EX. ELEC
STA: 410+93
EX. ELEC
STA: 410+98
EX. COMM
STA: 410+77
EX. WATER
STA: 411+14
EX. GAS
STA: 430+38
(RAISE OR LOWER
ELEC / COMM / GAS
TO PROVIDE 12" MIN
CLEARANCE, TYP.)
EX. SANITARY
8 IN PVC Pipe
STA: 410+87
TOP: 833.55
EX. SANITARY
8 IN PVC Pipe
STA: 411+35
TOP: 837.33
EX. SANITARY
8 IN PVC Pipe
STA: 411+63
TOP: 837.52
EX. SANITARY
8 IN PVC Pipe
STA: 430+11
TOP: 835.11
CROSSING X-16
EX. SANITARY
8 IN PVC Pipe
STA: 440+06
INV 837.2
24" MIN. COVER
UNPAVED AREAS (TYP).
24" MIN. COVER
UNPAVED AREAS (TYP).
24" MIN. COVER
UNPAVED AREAS (TYP).24" MIN. COVER
UNPAVED AREAS (TYP).
30" MIN. COVER PAVED
(DRIVING) AREAS (TYP).
30" MIN. COVER PAVED
(DRIVING) AREAS (TYP).
30" MIN. COVER PAVED
(DRIVING) AREAS (TYP).
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
MAINTAIN 12" MIN. VERTICAL
CLEARANCE AT ALL
EX. UTILITY CROSSINGS
EX. STEAM
STA: 410+76
EX. GEO
STA: 430+21
EX. GEO
STA: 440+17
VE
R
TI
C
AL
1.
° B
EN
D
ST
A:
0+
BO
D
:8
.4
BU
ILD
IN
G
BU
ILD
IN
G
BU
ILD
IN
G
BU
ILD
IN
G
BU
ILD
IN
G
BU
ILD
IN
G
BU
ILD
IN
G
25 LF (1) 4 IN. @ 0.40%
EX. GEO
STA: 400+13
H O
R
IZ
O N
TA
L
° B
EN
D
ST
A:
1+
BO
D : 8
.1
12 LF (1) 4 IN. @ 4.45%
PU
LL
B O
X
- 2
BO
D
: 8
.4
SU
M
P:
7.
" x
8"
ST
A:
+2
R
IM
:8
.0
PU
LL
B O
X
- 3
BO
D
: 8
.5
" x
8"
ST
A:
+0
R
IM
:8
.6
H O
R
IZ
O N
TA
L
.2
5° B
EN
D
ST
A:
0+
BO
D : 8
.6
81 LF (1) 4 IN. @ 0.93%
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% FINAL 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
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
EHRM INFRASTRUCTURE
UPGRADES, MARION, IN
MARION, IN
610-21-701
Project Director
04/04/2022 LRK JPRRevisions: Date:
Fi le
P at h:
y
:\1
\1 s es
- e hr m v am c
- m ar io n\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_p ro fil es -2
.d w sb et ke r s av ed :4
/1 5/
1:
lo t:4
/1 5/
1:
A
M
16181
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES PROJECT:
20459
Sheet of 45
No. 10910393
STATEOF
INDIANA
DI
REGSTERERO
GER A AN. DERSON
PRO
FESS IONAL ENGIN
EE
R
04/04/2022
CU-306
PLANNED CONSTRUCTION -
PROFILE 6
410+00 to 411+82 420+00 to 420+13 430+00 to 430+49400+00 to 400+43
500+00 to 500+90 510+00 to 510+93
NOTES:
1. ALL PVC CONDUITS TO BE 4-INCH DIAMETER, SCHEDULE 40 PVC.
2. IN LIEW OF USING PRE-FABRICATED BENDS, HORIZONTAL AND VERTICAL
PVC PIPE BENDS MAY BE ACCOMPLISHED BY APPLYING HEAT AND
BENDING PIPE IN DONE IN FULL ACCORDANCE WITH MANUFACTURER'S
REQUIREMENTS AND IF PROCESS IS PRE-APPROVED BY THE
CONTRACTING OFFICERS REPRESENTATIVE (COR).
3. DEPTH OF ELECTRICAL, COMMUNICATIONS, NATURAL GAS, WATER,
STEAM, AND GEOTHERMAL UTILITIES ARE APPROXIMATE. CONTRACTOR
SHALL FIELD VERIFY AND NOTIFY COR OF ANY CONFLICTS WITH
PROPOSED DUCT BANK.
4. CONTRACTOR TO RAISE OR LOWER EXISTING ELECTRIC, COMM, 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 OPTIC CONSTRUCTION.
5. WHEN SLACK DOES NOT ALLOW RAISING OR LOWERING IN-PLACE OF
EXISTING ELECTRICAL, COMMUNICATIONS, AND NATURAL GAS
CONTRACTOR MAY LOWER PROPOSED FIBER OPTIC DUCT BANK
ALIGNMENT. HOWEVER, IF THE LOWERING INTRODUCES A LOW-POINT IN
THE VERTICAL ALIGNMENT, CONTRACTOR MUST INSTALL A PULL BOX
WITH 2.0' SUMP AT EACH LOW-POINT. CONTRACTOR MUST RECEIVE
PRE-APPROVAL FROM COR FOR ANY ADDITIONAL PULL BOXES.
6. WHEN SLACK DOES NOT ALLOW RAISING OR LOWERING IN PLACE OF
EXISTING IRRIGATION LINES, CONTRACTOR SPLICE IRRIGATION LINE TO
PROVIDE ADEQUATE SLACK TO MEET MIN. CLEARANCE REQUIREMENTS.
7. MINIMUM SLOPE IN EACH CONDUIT SHALL BE NO LESS THAN 0.4% TO
PROMOTE DRAINAGE WITHIN CONDUITS.
NOTE:
OVERALL OBJECTIVE IS TO INSTALL PROPOSED EHRM FIBER DUCT BANKS AS
SHALLOW AS POSSIBLE WITHIN VA DESIGN REQUIREMENTS. DEPTH OF EXISTING
UTILITIES ARE UNCONFIRMED. CONTRACTOR TO FIELD VERIFY. IF CONFIRMED
DEPTH ALLOWS FOR ALTERNATE SHALLOW CROSSING ABOVE THE EXISTING
UTILITY USING DETAIL 10/C-501, CONTRACTOR SHALL CONTACT COR FOR
3" 3"
VARIES BASED ON
NUMBER OF CONDUITS
12" MIN.
CLEARANCE
43" MIN.
DEPTH FOR
OPTION A
24" MIN. CLEARANCE
TO TOP OF CONDUIT
4" PVC
CONDUITS
CONCRETE
ENCASEMENT
EXISTING UTILITY
3"
12" MIN.
CLEARANCE
4" PVC
CONDUITS
CONCRETE
ENCASEMENT
EXISTING UTILITY
OPTION A OPTION B
6" TO TOP OF CONDUIT
#4 REBAR (12" O.C.)
NOTES:
1. USE OF OPTION B REQUIRES PRIOR DOCUMENTED APPROVAL OF
COR FOR ALL CASES.
2. ALL CONDUITS TO BE REALIGNED TO STACKED ALIGNMENTS ON
EITHER SIDE OF CROSSING PRIOR TO CONNECTING TO PULL BOXES.
3"
VARIES BASED ON
NUMBER OF CONDUITS
6" COMPACTED
SUBGRADE
6" COMPACTED
SUBGRADE
3"
25" MIN.
DEPTH FOR
OPTION B
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
100% FINAL 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
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
EHRM INFRASTRUCTURE
UPGRADES, MARION, IN
MARION, IN
610-21-701
Project Director
04/04/2022 LRK JPRRevisions: Date:
Fi le
P at h:
y
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A M
16181
10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com
SES PROJECT:
20459
Sheet of 45
No. 10910393
STATEOF
INDIANA
DI
REGSTERERO
GER A AN. DERSON
PRO
FESS IONAL ENGIN
EE
R
04/04/2022 C-501
CIVIL DETAILS - PLAN 1
SEALANT-JOINT 14" MIN. WIDE BY 38"
DEEP (TYP.)
CAST IN PLACE EXTERIOR CONCRETE DUCT
BANK PER DETAIL 2.
ESCUTCHEON (TYP.)
(4) 4"- PVC CONDUIT PENETRATIONS
4" PVC STUBBED OUT 4". CAP
UNUSED CONDUITS.
PLYWOOD BACKER FOR
JUNCTION BOARD.
TERMINATE PVC CONDUIT
WITHIN MAINTENANCE HOLE
SCALE:2 PULL BOX PENETRATION DETAIL
NOT TO SCALE
TRACER WIRE ACCESS BOX SHALL BE INSTALLED
DIRECTLY ADJACENT TO MAINTENANCE HOLE. INSTALL
TRACER WIRE BOX NOT TO BE INSTALLED IN AREAS WITH
VEHICULAR TRAFFIC.
INSTALL TRACER WIRE PER SPECIFICATION
SECTION 27 05 33 2.1.G. CENTERED ON DUCT
BANK
SCALE:5 TRACER WIRE ACCESS BOX
NOT TO SCALE
INSTALL TRACER WIRE OUTSIDE OF
MAINTENANCE HOLE. TRACER WIRE NOT TO
ENTER MAINTENANCE HOLE.
EXISTING WATERMAIN OR SERVICE PIPE
4" STYROFOAM INSULATION,
OFFSET SEAMS BETWEEN LAYERS
4'
12"
SCALE:6 TRACER WIRE FOR CONCRETE DUCT BANK
NOT TO SCALE SCALE:7 WATERMAIN INSULATION
NOT TO SCALE
SCALE:3 EXTERIOR PULL BOX (30"X48")
NOT TO SCALE
SCALE:11 WARNING TAPE DETAIL
NOT TO SCALE
4" PVC SCH 35 CONDUIT
(TYP.)
REINFORCED CONCRETE
DUCT BANK. PROVIDE 3" OF
COVER MIN. ALL SIDES.
18"
3"
3"
4"
4"
VA
RI
ES
"-3 6"
NOTE
PVC CONNECTIONS SHALL BE WATER
TIGHT
4" MNDOT 3149 SELECT GRANULAR
BORROW (MIN)
PROVIDE WARNING TAPE PER
SPECIFICATION SECTION 27 05 11 2.3.A
6" COMPACTED GRANULAR
MATERIAL
24" - 36" (TYP)
18"
PROPOSED FIBER DUCT BANK
8" COMPACTED GRANULAR
MATERIAL
CONCRETE KNOCKOUT
VARIES BY DUCT SIZE
9" SUMP
CAST IN
FRAME ASSEMBLY
GALVANIZED DROP IN LOCKING
COVER ASSEMBLIES
COVER MARKED
"TELEPHONE"
18 HOLE CABLE RACK
2 PER SIDE WALL
4 TOTAL
18"x18"
KNOCKOUT
1 EACH
END WALL
GALVANIZED
PULLING IRONS 2
TOTAL
6"
VARIES
2'-10' MIN
30" 48"
4'-8" 3'-2"
SCALE:4 EXTERIOR PULL BOX (30"X30")
NOT TO SCALE
CONCRETE KNOCKOUT
VARIES BY DUCT SIZE
CAST IN
FRAME ASSEMBLY
GALVANIZED DROP IN LOCKING
COVER ASSEMBLIESCOVER MARKED
"TELEPHONE"
18 HOLE CABLE RACK
2 PER SIDE WALL
4 TOTAL
18"x18"
KNOCKOUT
1 EACH
END WALL
6"
VARIES
2'-10'
MIN
30"
30"
3'-2" 3'-2"
GALVANIZED
PULLING IRONS 2
TOTAL
SCALE:9 EXTRA DEPTH CROSSING DETAIL
NOT TO SCALE
NOTE: SEE PLANNED CONSTRUCTION PROFILE SHEETS FOR INDIVIDUAL
STRUCTURE DEPTHS AND KNOCKOUT INVERTS AND LOCATIONS
NOTE: SEE PLANNED CONSTRUCTION PROFILE SHEETS FOR INDIVIDUAL
STRUCTURE DEPTHS AND KNOCKOUT INVERTS AND LOCATIONS
PLASTIC
SPACER
INNERDUCT,
SEE NOTE
4" DUCT
(3
3" m m m m m m
3"
76mm (3")
76mm
(3")
(3") 76mm
152mm
TIE
WIRE
(6")(SEE NOTE 4)
(3")
6-WAY DUCT LINE
4-WAY DUCT LINE2-WAY DUCT LINE
GENERAL NOTES:
1.
2.
3.
4.
5.
CONCRETE SHALL BE 2000 P.S.I. @ 28 DAYS, OR AS SPECIFIED.
PROVIDE #4 REINFORCING RODS ON TOP AND BOTTOM OF DUCTS WHEN CROSSING OR PLACED IN ROADWAYS.
MINIMUM COVER TO TOP OF ENVELOPE SHALL BE 610mm (24") OR AS OTHERWISE SPECIFIED IN SECTION 26 05 41.
PROVIDE MINIMUM 152mm (6") SPACE BETWEEN POWER AND TELECOMMUNICATION DUCTS. INCREASE SIZE AS
REQUIRED.
INNERDUCT QUANTITY AND SIZE AS INDICATED ON PLANS.
(3") 76mm
(3 m m
(3 ") 76 m m
76mm
(3") 76mm
3" m m
3" m m
(3 m m (3")
(3") 76mm
(3") 76mm76mm
1 VA STANDARD DETAIL - SD260541-02
NTS
(T
YP
DUCT BANK DETAILS
(3") 76mm
(3") 76mm
TIE WIRE
INNERDUCT, SEE NOTE 4
PLASTIC SPACER
4" DUCT
(3") 76mm
1-WAY DUCT LINE
(3") 76mm
(3 m m
(3 ") 76 m m (3")
76mm (T
YP
12-WAY DUCT LINE
(3") 76mm
(3 m m (3 m m
(3 m m (3 m m
" M
IN
ST
AT
IO
N
A
ST
AT
IO
N
B
SE
E
PR
O
FI
LE
8.5' ± TO BOTTOM
SEE PROFILE 5.0'
MIN SEE PROFILE
MAX
VERTICAL
BEND (TYP.)
EX. GROUND
SURFACE
EX. UTILITY
PULL BOX
5.0'
MIN
MIN 1%
SLOPE
24" (MIN.)
30" (MIN. UNDER
PAVED AREAS)
3'-2"
CONTRACTOR TO DETERMINE
CONCRETE WALL THICKNESS
BASED ON DEPTH OF STRUCTURE
CONTRACTOR TO DETERMINE
CONCRETE WALL THICKNESS
BASED ON DEPTH OF STRUCTURE
PROVIDE INTERLOCKING
EDGE AROUND PERIMETER (TYP.)
PROVIDE INTERLOCKING
EDGE AROUND PERIMETER (TYP.)
SCALE:10 ALTERNATE SHALLOW CROSSING DETAIL
NOT TO SCALE
SCALE:8 EXTERIOR PULL BOX (48"X48")
NOT TO SCALE
NOTE: SEE PLANNED CONSTRUCTION PROFILE SHEETS FOR INDIVIDUAL
STRUCTURE DEPTHS AND KNOCKOUT INVERTS AND LOCATIONS
CONCRETE KNOCKOUT
VARIES BY DUCT SIZE
9" SUMP
CA…
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