589A7-18-302 Wichita Bid Drawings - 2_Civil 1 of 3.pdf
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- Solicitation number
- 36C25522R0079
About this file
This solicitation is for a firm fixed-price construction contract to install new boilers at Building 13 of the Robert J. Dole VA Medical Center in Wichita, Kansas. The required work includes demolishing existing utilities and structures; constructing a new building addition, perimeter fencing, and concrete pavement; installing new boilers, steam lines, and associated mechanical systems; and performing related site work. The period of performance is 270 calendar days. The solicitation was issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15. Responses are due by September 30, 2022 and the contract is expected to be awarded by November 15, 2022. There are no set-asides or preferences indicated.
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1. AT LEAST 72 HOURS PRIOR TO BEGINNING ANY EXCAVATION
(EXCLUDING WEEKENDS AND HOLIDAYS), THE CONTRACTOR
SHALL CONTACT THE KANSAS ONE-CALL SYSTEM, A UTILITY
LOCATION SERVICE, AT (316)-687-2470 OR 811 TO REQUEST
THE LOCAL UTILITY COMPANIES TO LOCATE ANY EXISTING
LINES WITHIN THE PROJECT AREA.
2. THE CONTRACTOR MUST NOTIFY THE FOLLOWING IN CASE OF
AN EMERGENCY:
EMERGENCY DISPATCH: 911
COX COMMUNICATIONS: 888-249-3530
EVERGY: 800-383-1183
AT&T: 800-286-8313
KANSAS GAS SERVICE: 888-482-4950
3. ALL ELEVATIONS SHOWN ARE NAVD88 DATUM. PRIOR TO
CONSTRUCTION THE CONTRACTOR SHALL RE-ESTABLISH
CONTROL POINTS AND BENCH MARKS AND VERIFY THEIR
ACCURACY.
4. EXISTING UTILITIES AND THEIR LOCATION, AS SHOWN ON THE
DRAWINGS, REPRESENT THE BEST INFORMATION OBTAINABLE
FOR DESIGN. LOCATION INFORMATION HAS BEEN OBTAINED
FROM THE VARIOUS UTILITY COMPANIES AND IS EITHER FROM
COMPANY RECORD DRAWINGS OR COMPANY PROVIDED FIELD
LOCATIONS. IT SHOULD BE NOTED THAT OTHER BURIED LINES
AND CABLES MAY EXIST WHICH ARE NOT SHOWN ON THESE
DRAWINGS. THE CONTRACTOR SHALL HAVE ALL BURIED LINES
LOCATED AND FLAGGED IN THE FIELD PRIOR TO COMMENCING
WORK. THE CONTRACTOR SHALL CONTACT THE ENGINEER
AND REVIEW ANY BURIED LINES LOCATED IF CONFLICTS EXIST.
THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION
DURING TRENCHING OPERATIONS TO AVOID DAMAGING THESE
LINES. ANY LINES DAMAGED SHALL BE REPLACED OR
REPAIRED IMMEDIATELY AS DIRECTED BY THE ENGINEER AT
THE CONTRACTOR'S EXPENSE.
5. THE CONTRACTOR SHALL EXPOSE AND VERIFY THE VERTICAL
AND HORIZONTAL LOCATION OF EXISTING UTILITIES THAT ARE
IN POTENTIAL CONFLICT WITH THE PROPOSED
IMPROVEMENTS. THE UTILITY LOCATES SHALL BE
PERFORMED PRIOR TO THE START OF CONSTRUCTION AND
ANY DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO
THE ENGINEER.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING
PROPERTY IRONS. THE CONTRACTOR SHALL BE REQUIRED TO
RE-ESTABLISH ANY PROPERTY IRONS WHICH ARE DAMAGED
OR DESTROYED BY CONSTRUCTION OPERATIONS. SUCH
IRONS SHALL BE RE-ESTABLISHED BY A LICENSED LAND
SURVEYOR IN ACCORDANCE WITH STATE LAWS.
11. RUBBLE FROM THE REMOVAL OF MISCELLANEOUS
STRUCTURES INCLUDING ANY TREES REMOVED, TREE
TRIMMINGS, AND EXCESS EXCAVATION WHICH IS TO BE
WASTED SHALL BECOME PROPERTY OF THE CONTRACTOR
AND DISPOSED OF OFF-SITE.
12. THE CONTRACTOR SHALL INSTALL AND/OR MAINTAIN EROSION
CONTROL METHODS AS SPECIFIED ON THE PLANS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
EROSION CONTROL THROUGH THE COMPLETION OF THIS
PROJECT. INSTALLATION OF THESE EROSION CONTROL
DEVICES DOES NOT RELIEVE THE CONTRACTOR OF THE
RESPONSIBILITY OF ABATING SOIL EROSION.
13. THE CONTRACTOR SHALL TAKE CARE TO PREVENT SILT AND
DEBRIS FROM ENTERING ANY STORM DRAINAGE SYSTEM
DURING CONSTRUCTION. PIPES OR STRUCTURES WHICH
CONTAIN MATERIALS FROM THE CONTRACTORS ACTIVITIES
SHALL BE THOROUGHLY CLEANED BY THE CONTRACTOR, AT
THEIR OWN EXPENSE, PRIOR TO THE FINAL INSPECTION.
14. ALL GRASSED AREAS DISTURBED BY CONSTRUCTION OF THE
PROPOSED IMPROVEMENTS SHALL BE REPLANTED WITH
GRASS AND FERTILIZED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS. EXISTING GRASSED AREAS DISTURBED BY
CONSTRUCTION SHALL BE REPLANTED WITH THE SAME TYPE
OF GRASS AS WAS REMOVED, UNLESS OTHERWISE SPECIFIED.
15. THE CONTRACTOR SHALL SEED ALL AREAS DISTURBED BY
CONSTRUCTION ACTIVITIES WITH TEMPORARY RYE GRASS.
RYE GRASS SEED SHALL BE PLANTED AT A MINIMUM RATE OF
SIX (6) POUNDS PER ONE THOUSAND (1,000) SQUARE FEET.
THIS TEMPORARY SEEDING MAY BE OMITTED ONLY IF
PERMANENT SEEDING/SODDING IS APPLIED. TEMPORARY
SEEDING OR PERMANENT SEEDING/SODDING SHALL BE
APPLIED WITHIN 14 DAYS AFTER THE AREA HAS BEEN
DISTURBED.
16. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION
STAKING. STAKING AND BENCH MARKS DESTROYED DURING
CONSTRUCTION OPERATIONS SHALL BE REPLACED AT THE
CONTRACTOR'S EXPENSE.
17. CONTRACTOR SHALL MAINTAIN UNINTERRUPTED UTILITY
SERVICE TO ADJACENT FACILITIES DURING CONSTRUCTION,
UNLESS OTHERWISE APPROVED BY OWNER.
18. WRITTEN REQUEST TO THE OWNER WILL BE REQUIRED 72
HOURS PRIOR TO A SCHEDULED UTILITY OUTAGE. THE FIRE
DEPARTMENT MUST BE NOTIFIED OF ANY FIRE HYDRANTS OR
WATER MAINS TAKEN OUT OF SERVICE.
19. PAVEMENT DEMOLITION SHALL BE IN ACCORDANCE WITH
PROJECT SPECIFICATIONS.
20. BASE MATERIALS UNDER DEMOLISHED PAVEMENT SHALL BE
REMOVED OFF-SITE.
21. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER
PRIOR TO DEMOLITION TO DETERMINE DEMOLITION ITEMS
THAT ARE TO BE SALVAGED TO THE OWNER. SALVAGEABLE
ITEMS ARE TO BE DELIVERED TO THE OWNER AT LOCATIONS
DIRECTED BY THE OWNER. ALL NON-SALVAGED ITEMS ARE TO
BE DISPOSED OFF-SITE BY THE CONTRACTOR.
22. CONTRACTOR SHALL PROVIDE NECESSARY MEANS TO
PROTECT THE PUBLIC AND TO PROHIBIT ACCESS TO
CONSTRUCTION SITE WHILE MAINTAINING ACCESS TO
EXISTING FACILITIES.
23. CONTRACTOR SHALL COORDINATE ALL DEMOLITION
ACTIVITIES WITH OWNER AND UTILITY COMPANIES.
CONTRACTOR SHALL VERIFY UTILITIES ARE OUT OF
SERVICE/ABANDONED BEFORE DEMOLITION.
24. CONTRACTOR SHALL PROVIDE NEAT SAW CUTS AT ALL
EXISTING CONCRETE AND ASPHALT ABUTTING NEW PAVEMENT
AND WHERE EXISTING PAVEMENT IS REMAINING IN PLACE.
SAW CUTS IN CONCRETE PAVEMENT SHALL BE AT JOINT
LOCATIONS.
25. EXISTING SITE FEATURES (PAVING, UTILITIES, CURBS,
SIDEWALK, DRAINAGE, IRRIGATION AND LANDSCAPING)
DAMAGED BY CONSTRUCTION AND NOT SHOWN TO BE
REMOVED SHALL BE REPLACED TO MATCH EXISTING OR
BETTER CONDITIONS PRIOR TO DISTURBANCE.
26. UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS,
ALL DEMOLISHED UTILITIES SHALL BE CAPPED AT THE MAIN
CONNECTION. ALL ABANDONED PIPE ENDS SHALL BE
PLUGGED.
27. REMOVE FIRE HYDRANTS, VALVE BOXES, TOPS, AND ALL
OTHER EXPOSED APPURTENANCES FOR WATER AND GAS
DEMOLITION. REMOVE TO THE BURY DEPTH OF THE
ABANDONED PIPE. FIRE HYDRANTS SHALL BE SALVAGED TO
THE OWNER.
28. CONTRACTOR SHALL COORDINATE PAVEMENT REMOVAL AND
REPLACEMENT WITH PROPOSED UTILITIES CONSTRUCTION.
REFERENCE SITE UTILITY PLAN AND CONTACT KANSAS GAS
SERVICE FOR PROPOSED UTILITY LOCATIONS. ALL PAVEMENT
REMOVAL AND REPLACEMENT SHALL BE SUBSIDIARY TO THE
GMP IN THE AGREEMENT.
29. ALL ITEMS LOCATED IN DEMOLITION LIMITS NOT SHOWN SHALL
BE IDENTIFIED AND COORDINATED WITH THE OWNER PRIOR
TO DEMOLITION.
30. ALL TRENCHING AND BACKFILLING SHALL BE TYPE I OR III
UNLESS NOTED OTHERWISE ON THE DRAWINGS.
31. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY
FROM ALL MANHOLE COVERS.
32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
CONTINUOUS FLOW OF SEWAGE THROUGH CONSTRUCTION.
33. THE CONTRACTOR SHALL PREVENT ANY CONSTRUCTION
DEBRIS FROM ENTERING THE EXISTING SANITARY SEWER
DURING CONSTRUCTION.
34. THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL
LOCATION, TYPE, SIZE AND CLASS OF EXISTING WATERLINES
PRIOR TO MAKING CONNECTIONS. EXISTING WATERLINE
LOCATIONS AS SHOWN ON THE DRAWINGS ARE APPROXIMATE.
CONTRACTOR SHALL MAKE ADJUSTMENTS AS REQUIRED.
PROVISION AND INSTALLATION OF PIPE ADAPTORS, SHORT
SECTION OF PIPE, AND COUPLERS SHALL BE AT NO
ADDITIONAL COST TO THE PROJECT.
35. WATERLINES SHALL HAVE A MINIMUM DEPTH OF BURY OF 42
INCHES, UNLESS SHOWN OTHERWISE.
36. THE CONTRACTOR SHALL NOT BURY VALVE BOXES THAT HAVE
ELEVATIONS WHICH ARE LOWER THAN EXISTING GROUND. AS
DIRECTED BY THE ENGINEER THE CONTRACTOR SHALL
ADJUST VALVE BOXES TO MATCH EXISTING GROUND OR
PROVIDE DRAINAGE AWAY FROM THESE VALVE BOXES BY
SLOPING THE GROUND AS REQUIRED. ALL COSTS FOR THIS
WORK SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT.
37. THE CONTRACTOR SHALL LIMIT THE EXTENT OF TRENCH TO
REMAIN OPEN OVERNIGHT AND WEEKENDS TO LESS THAN 50
FEET.
38. CONCRETE THRUST BLOCKING SHALL BE INSTALLED AT ALL
HORIZONTAL AND VERTICAL DEFLECTIONS OF 11 1/4 DEGREES
OR MORE, UNLESS OTHERWISE SPECIFIED. THRUST BLOCKING
SHALL BE SIZED AS SHOWN IN THE DETAILS, OR OTHERWISE
SPECIFIED. COSTS FOR CONCRETE THRUST BLOCKING SHALL
BE CONSIDERED SUBSIDIARY TO THE PROJECT.
39. THE CONTRACTOR SHALL MAINTAIN EXISTING WATERLINES IN
SERVICE UNTIL THE NEW LINE IS DISINFECTED AND ALL
TESTING IS COMPLETE AND APPROVED. ALL SERVICES SHALL
THEN BE CONNECTED TO THE NEWLY INSTALLED WATERLINE
PRIOR TO ABANDONING THE EXISTING WATERLINE.
40. OPENING AND CLOSING WATER VALVES SHALL BE DONE
SLOWLY TO PREVENT DAMAGE TO THE WATER DISTRIBUTION
SYSTEM FROM WATER HAMMER. ALL VALVES CLOSED FOR
CONSTRUCTION MUST BE REOPENED AS NEW CONSTRUCTION
PERMITS.
41. THE WATERLINE PIPE LENGTHS REPRESENT TRUE PIPE
LENGTHS AND DO NOT INCLUDE FITTINGS/APPURTENANCES.
THE PIPE LENGTHS DO NOT DIRECTLY CORRESPOND WITH
ALIGNMENT STATIONING. THE COST OF FITTINGS IS
CONSIDERED SUBSIDIARY TO PIPE.
CIVIL GENERAL NOTES
ROBERT J. DOLE VA MEDICAL CENTER
WICHITA, KANSAS
NO. DESCRIPTION DATE
on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6"
6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot 4 on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business
A Se rv ic e
D i s ab l ed
Vet eran Owned Sma l l Business
SDVOSB
CVE
MR PROJECT NO: 0499-0121
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
100% BID SET
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseENGINEER OF RECORDCONSULTANTS INSTALL NEW BOILERS IN
BUILDING 13
589A7-18-302
Project Director
2021-09-03
321 4 5 6 7 8 9 10
A
B
C
D
E
F
21 4 5 6 7 8 9 10
A
C
D
E
F
HAZARDOUS MATERIALS
MABBETT & ASSOCIATES, INC.
105 CENTRAL STREET, STONEHAM, MA 02180
PHONE: (781)275-6050
CIVIL / STRUCTURAL
PROFESSIONAL ENGINEERING CONSULTANTS, P.A.
303 SOUTH TOPEKA, WICHITA, KS 67202
PHONE: (316)262-2691
ARCHITECTURAL
OCULUS INC.
1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102
PHONE: (314)367-6100
FIRE SUPPRESSION
KOFFEL ASSOCIATES
8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045
PHONE: (410)750-2246
ELECTRONIC SECURITY
MAGNA ENGINEERS
861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503
PHONE: (859)309-2990
PHYSICAL SECURITY
FORCE PROTECT
3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786
PHONE: (502)836-4232
DRC SMT / DSB
C-001
CIVIL SITE
CIVIL GENERAL NOTES
09/03/2021
U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E
U E
U E
U E
G G
G G
G G
G G
G G
G G
G G
G G
G
GG
G G
G G
G G
G G
G G
X X
X X
X
X X
X X
X
X
X
X
X
X
X
X X
X X
X X
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X X
X X
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X X
X
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X X
XXXXXXXXXXXX
>O E O E
X
X
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X
X X
O E O E O E O E O E O E O E O E O E
O E O E
O E O E
O E O E
O E O E
O E
CP120
1347.85
CP 120
CP121
1349.38
CP 121
CP122
1349.22
CP 122
BM220
1348.40
BM 220
BM223
1349.91
BM 223
BM225
1352.57
BM 225
IRP
1349.24
IRP
IRP
1349.64
IRP
CP605
1346.53
CP MARKER
CP606
1346.61
CP MARKER
CP650
1355.63
CP 60D
CP651
1350.48
CP MAG
CP652
1350.61
CP MAG
CP653
1349.45
CP 60D
ELX
1349.16
ELX
ELR
1350.45
ELR
GV
1349.48
GV
GTV
1348.15
GTV
1347.96
WV
1348.28
WV
STOP
LP
1349.90
LP
6" DECIDUOUS
5" BUSH
20" LOCUST
20" ELM
LP
1349.76
LP
LP
1348.20
LP
12" WILLOW
WV
1348.50
WV
NO PARKING
NO PARKING
RD RD
RD
RD
E
RDRD
WV
1346.60
WV
GP
1348.71
GP
GP
1348.86
GP
GP
1349.92
GP
GP
1350.10
GP
GP
1350.80
GP
GP
1351.07
GP
COMM. TOWER
H
WV (PIV)
1349.74
WV (PIV)
MANHOLE
LID
LID
MANHOLE
15" CEDAR15" CEDAR15" CEDAR15" CEDAR
15" CEDAR
WV
1345.75
WV
WV
1349.30
WV
WV
1349.26
WV
WV
1349.22
WVWV
1349.14
WV
SPEED
MOTORCYCLE PARKING
2" ROSE BUSH (TYP. OF 5)
16" ELM
E
INFO
6" BUSH
10" CEDAR
FFE=1346.50
FFE=1346.49
STOP
INFO
CROSSWALK
1350.55
1350.06 1711
1349.72
1349.60
POST (TYP. OF 4)
INFO
CO
1346.26
CO
CO
1348.10
CORD
FFE=1348.83
FFE=1348.87
MB
1348.77
MB
FFE=1348.92
RD
FFE=1347.96
FFE=1346.78
FFE=1346.80
FFE=1346.72
FFE=1346.70
FFE=1346.72
RD
CO
1346.45
CO
RD
RD RD
6 STEPS
FUEL LID
LID
LID
FFE=1344.62 DRAIN
4" VENT
VENT PIPE
RDCO
1346.91
CO 7 STEPS
FFE=1351.38
FFE=1347.81
FFE=1346.55
WV
1346.62
WV FFE=1347.06
1346.32
ELR
1346.57
ELR
ELR
1346.52
ELR
RD RD
RD FFE=1350.33
FFE=1350.21
FFE=1350.18
RD
6 STEPS
FFE=1350.31FFE=1350.32FFE=1350.27
RD
6 STEPS
FFE=1347.06
E
44" LID
FFE=1350.32
RD RD
FFE=1350.27
FFE=1350.32
VAULT ACCESS
A/C UNIT
RD
WV (PIV)
1350.40
WV (PIV)
RD
A/C UNIT
1350.55
1350.54
1350.55
1350.55
1350.56
1350.58
1350.57
1350.55
1350.57
1350.57
1350.57
POST (TYP. OF 22)
1350.59
1350.58
1350.58
1350.57
1350.57
1350.58
1350.56
1350.58
1353.59
1353.58
GP
1350.21
GP
GP
1349.67
GP
NO PARKING
STOP
STOP
LP
1353.25
LP
GP
1353.61
GP LP
1353.44
LP
GP
1349.74
GP
GP
1349.86
GP
PIPE SUPPORT
PIPE SUPPORT
WV (TN=1346.08)
WV (TN=1346.14)
1349.74
WV (TN=1346.14)
WV (TN=1347.16)
WV (TN=1347.25)
1349.80
WV (TN=1347.25)
WV (TN=1347.68)
RD
FFE=1350.30
WV (PIV)
1350.18
WV (PIV)
WV (TN=1347.83)
1350.88
WV (TN=1347.83)
WV (TN=1347.70)
RISER PIPE
1347.82
1347.69
1347.44
POST (TYP. OF 4)
1347.29
6" DECIDUOUS
DDM 0
1351.79
DDM 0
LP
1351.68
LP
STOP
EM
1349.49
EM
LP
1349.57
LP
1349.12
ELR
1348.95
ELR
NO PARKING
NO PARKING
BOR P-1
1350.82
BOR P-1
BOR B-2
1350.16
BOR B-2
BOR P-2
1350.78
BOR P-2
BOR B-1
1350.18
BOR B-1
WV
1348.55
WV
WV
1348.54
WV
U E
U E
U E
U E
U E
U E
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CONTROL BOX
ELR
1351.21
ELR
ELR
1351.36
ELR
ELR
1350.05
ELR
ELR
1350.27
ELR
WV (IN CONCRETE)
ELR
ELR
TR
1350.27
TR
ELR
1349.53
ELR
ELR
1350.30
ELR
ELR
1350.48
ELR
ELR
1349.90
ELR
TR
1351.58
TR
ELR
1351.52
ELR
ELC
1351.74
ELC
ELR
1351.42
ELR
ELR
ELR
1346.98
ELRELR
1346.58
ELR
TR
1346.87
TR
E
ELR (5)
1346.76
ELR (5)
ELR
1346.95
ELR
ELR
1347.38
ELR
1348.62
ELR
1349.91
ELR
ELR
1350.83
ELR
ELR
1350.53
ELR
ELR
1346.64
ELR
ELR
1346.62
ELR
ELR
1345.44
ELR
ELR
1348.73
ELR
TANK NOT FOUND
ELR
1347.17
ELR
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GR
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4' STEAM TUNNEL
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GR
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SSM-28
SSM-25
SSM-24
SSM-5501
SDC-12
SDC-11
SDM-16
SDM-5500
SDA-17
SDA-30
SDA-18
SDM-19
SDA-10
SDA-9
SDA-8
SDM-15
SDM-21
SDM-20
SDA-7
SDA-6
SDA-5
SDM-22
SDM-23
SDA-3
SDA-2
SDA-1
SDA-14SDA-4
SDA-26
SDA-27
" R
C P
30" RCP
30" RCP
12" PVC
6" P
VC
30" RCP
" R
C P
" R
C P
24" RCP
6" CIP30" RCP
30" RCP
30" RCP
30" RCP
30" R
CP
" R
CP
24" RCP
24" RCP
" P
VC
" P
VC
8" VCP
8" VCP
" C
IP
6" C
IP
6"
C
IP
" R
CP
6"
P
VC
6" (T
YP
E
U N
KN
O
W N
4" CIP
30" RCP
6" C
IP
6" CIP
4" (RECORD)
6" C
IP
4" (RECORD)
8" VCP
8" V
C P
8" C
IP
SDM-29
DRAIN (TYP. OF 3)
U E
TANK OUTER WALL TANK OUTER WALL
W W
W
GRAVEL
GRAVEL
GRASS
GRASS
GRASS
GRASS
CONCRETE
CONCRETE
GRASS
GRASS
CONCRETE
CONCRETE
GRAVEL
GRAVEL
GRAVEL
CONCRETE
GRASS
GRASS
GRASS
GRASS
GRASS
GRAVEL
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
ASPHALT
CONCRETE
ASPHALT ASPHALT ASPHALT
GARDEN
CONCRETE
X X X
HANDRAIL
HANDRAIL
LID
LID
MANHOLE
CAR PORT
SHED
SHED
SHED
STEAM LINE
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
U E
GRATE
METAL STAIRS
SWITCHGEAR
METAL RAMP
STEAM TUNNEL
STEAM TUNNEL
BLD
G. 16
BLD
G. 12
CAR PORT
BLD
G. 20
BLD
G. 17
W W W
W
W
W W
W W
W W
W W
W
W
W
TANK
6" (RECORD SIZE)
W W W W W W W W W W W
W W
W W
W W
W W
W
W
4" SOFT WATER (REC. SIZE & LOC.)
4" (REC. SIZE & LOC.)
4" SOFT WATER (REC. SIZE & LOC.)
4" SOFT WATER (REC. SIZE & LOC.)
4" (REC. SIZE)6" (REC. SIZE)
8" (REC. SIZE)
8" (R
EC
. S
IZ
E
LO
C.
4" (REC. SIZE & LOC.))
8" (
REC. S
IZE & LO
C.)
8" (REC. SIZE & LOC.)
6" (REC. SIZE)
4" S
OF
T
W
AT
ER
(R
EC
. S
IZ
E
LO
C.
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 W
W
W W
4" (REC. SIZE & LOC.)
4" (REC. SIZE & LOC.)
8" (REC. SIZE & LOC.)
6" (REC. SIZE & LOC.) 8" (REC. SIZE & LOC.)
8" (R
EC
. S
IZ
E
LO
C.
8" (REC. SIZE & LOC.)
8" (REC. SIZE & LOC.)
U E U E U E U E U E U E
U E
W W W W W W W W
W W
W
U E
U E
U E
U E
U E
U E
U E
U E
4" CIP (RECORD)
W W
U E
CITY R.O.W.
O E O E O E O E O E O E O E O E O E O E
CP654
1355.63
CP 60D
VAULT ACCESS
LP
1353.25
LP
GP
1353.61
GP
LP
1353.44
LP
GP
1355.54
GP
GP
1355.49
GP
GP
1355.36
GP
NO PARKINGGP
1355.18
GP
E
E
E SPEED LIMIT 15
ELR
1355.69
ELR
ELR
1355.86
ELR
HOSPITAL
GP
1354.23
GP
GP
1354.73
GP
7" ELM
POST
1356.05
POST
LP
1357.16
LP
POST
1359.05
POST
POST
1358.89
POST
POST
1357.43
POST
POST
1360.56
POSTPOST
1360.48
POST
POST
1360.00
POSTPOST
1359.70
POST
ELR
ELR
LP
1358.24
LP
EM
1356.97
EM
EM
1356.92
EM
ELR (TYP. OF 4)
E
X X X X X X
X X
X X
X X
XXXXX
X
X
X X
X X
X X
XXXXXXXXXXX
U E
U E U E
U E U E
U E
U E U E U E U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E U E
UT
UT
UT
UT
UT UT
U E
U E U E
U E
U E U E
U E
U E U E U E U E U E U E U E U E U E U E U E U E U E U E
U E U
E U
E U
E U
E
DUCT BANKU E
U E
U E U E U E
U E
U E
U E
BLD
G. 13
BLD
G. 35
A
BLD
G. 35
E. WATERMAN STREET
S.
E
D G
EM
O
O R
D R
IV
E
135213
501350
SDA-13
2'X2' CONC. AREA INLET WITH BRICK RISER
RIM: 1347.53
IN (S) 6" PVC=1345.10
IN (W) 8" PVC=1345.14
OUT (N) 10" PVC=1345.07
SDA-10
4'X2.75' CONC. AREA INLET
RIM: 1348.43
IN (NW) 24" RCP=1343.55
IN (SW) 10" PVC=1343.70
OUT (NE) 30" RCP=1343.23
SDC-11
6'X4' CONC. CURB INLET
RIM: 1350.47
IN (W) 24" RCP=1345.87
OUT (SE) 24" RCP=1343.77
SDC-12
6'X4' CONC. CURB INLET
RIM: 1350.87
OUT (E) 24" RCP=1346.17
SDA-9
4'X2.75' CONC. AREA INLET
RIM: 1348.23
IN (NE) 30" RCP=-5.90
IN (SW) 30" RCP=-5.79
SDA-8
4'X2.75' CONC. AREA INLET
RIM: 1348.12
OUT (NE) 30" RCP=1343.27
OUT (SW) 30" RCP=1343.32
SDA-7
4'X2.75' CONC. AREA INLET
RIM: 1347.87
IN (SW) 30" RCP=1343.22
OUT (E) 30" RCP=1343.17
SDA-6
4'X2.75' CONC. AREA INLET
RIM: 1347.68
IN (E) 30" RCP=1343.13
IN (W) 30" RCP=1343.15
SDA-5
4'X2.75' CONC. AREA INLET
RIM: 1347.48
OUT (E) 30" RCP=1343.16
OUT (W) 30" RCP=1343.23
SDA-3
4'X4' CONCRETE AREA INLET
RIM: 1346.79
IN (E) 24" RCP=1343.69
IN (W) 30" RCP=1343.14
IN (S) 15" RCP=1343.85
OUT (N) 30" RCP=1343.11
SDA-2
2'X1.5' CONCRETE AREA INLET
RIM: 1346.35
IN (S) 6" CIP=1344.89
OUT (N) 15" RCP=1344.13
SDA-1
2'X1.5' CONCRETE AREA INLET
RIM: 1346.32
OUT (S) 6" CIP=1344.33
OUT (N) 6" CIP=1344.31
SDA-4
4'X4' CONCRETE AREA INLET
RIM: 1346.25
IN (E) 6" CIP=1343.87
OUT (W) 24" RCP=1343.75
SDA-14
RECTANGULAR JUNCTION STRUCTURE NF
RIM: 1346.26
OUT (NW) 6" CIP=1344.84
SSM-25
COATED MANHOLE W/ COATED RISER
RIM: 1346.70
IN (S) 8" CIP=1342.55
OUT (N) 6" CIP (SERVICE)=1343.65
OUT (W) 8" VCP=1342.50
SSM-24
COATED MANHOLE W/ COATED RISER
RIM: 1346.93
IN (E) 6" CIP (SERVICE)=1343.18
IN (W) 4" CIP (SERVICE)=1343.13
OUT (N) 8" CIP=1343.08
SDM-22
BRICK MANHOLE W/ BRICK RISER
RIM: 1347.21
IN (N) 6" CIP=1341.81
IN (W) 8" PVC=1341.86
IN (N) 6" PVC=1343.21
OUT (E) 8" VCP=1341.79
OUT (W) 8" VCP=1341.91
SDM-23
BRICK MANHOLE W/ BRICK RISER
RIM: 1346.87
IN (E) 8" VCP=1340.87
IN (W) 8" VCP=1340.92
IN (N) 6" CIP=1340.97
OUT (S) 10" CIP=1340.87
SDA-27
2'X2' AREA INLET, 3'X3' CONC. VAULT
FULL OF DIRT AND WATER
RIM: 1346.15
OUT (E) 6" CIP=1342.45
SDA-18
2'X2' CONCRETE AREA INLET
RIM: 1348.82
IN (W) 2" PVC=1347.42
IN (S) 2" PVC=1346.87
IN (N) 6" PVC=1341.62
SDM-16
CONCRETE MANHOLE W/ CONCRETE RISER
RIM: 1350.32
OUT (E) 30" RCP=1342.91
OUT (S) 30" RCP=1343.01
SDM-15
CONCRETE MANHOLE W/ CONCRETE RISER
RIM: 1347.98
IN (N) 30" RCP=1340.93
IN (S) 30" RCP=1342.91
SDM-19
CONCRETE MANHOLE W/ CONCRETE RISER
RIM: 1348.73
IN (W) 30" RCP=1340.63
OUT (S) 30" RCP=1340.60
SDM-20
CONCRETE MANHOLE W/ CONCRETE RISER
RIM: 1347.89
IN (N) 30" RCP=1340.54
OUT (SE) 30" RCP=1340.49
SDM-21
CONCRETE VAULT
RIM: 1347.92
SDA-17
2.6'X2.3' CONCRETE AREA INLET
RIM: 1349.54
OUT (N) 12" PVC=1344.09
SDA-26
2'X2' AREA INLET, 3'X3' CONC. VAULT
FULL OF DIRT AND WATER
RIM: 1346.22
OUT (S) 6" (TYPE UNKNOWN)=1342.52
SSM-28
COATED MANHOLE W/ COATED RISER
RIM: 1348.01
IN (E) 8" VCP=1342.01
IN (N) 4" (TYPE UNKNOWN)=1341.96
IN (N) 2" CIP=1346.01
IN (NW) 4" CIP (SERVICE)=1344.86
OUT (S) 8" VCP=1341.91
SDA-30
2'X1.5' CONCRETE AREA INLET
FULL OF DIRT AND WATER
NO PIPES FOUND
BOTTOM OF STRUCTURE: 1343.90
RIM: 1348.90
SDM-29
4'X4' BRICK VAULT W/ (4) CONC. RISERS ABOVE OLD EXIST. MANHOLE LID
4" CIP HAS 90-DEGREE ELBOWS POINTED DOWN
RIM: 1348.90
IN (SW) 4" CIP=1343.60
IN (N) 4" CIP=1343.80
SDM-5500
BRICK MANHOLE W/ BRICK RISER TO
OLD TOP RAISED W/ CONCRETE RISERS
RIM: 1349.62
IN (N) 6" CIP=1342.82
IN (NE) 4" CIP Pipe=1342.82
IN (W) 4" CIP=1344.42
OUT (S) 6" CIP=1342.02
SSM-5501
CONC. MANHOLE W/ CMU RISER
RIM: 1349.08
IN (N) 8" VCP=1340.18
ROBERT J. DOLE VA MEDICAL CENTER
WICHITA, KANSAS
NO. DESCRIPTION DATE
on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6"
6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot 4 on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
NORTH
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business
A Se rv ic e
D i s ab l ed
Vet eran Owned Sma l l Business
SDVOSB
CVE
MR PROJECT NO: 0499-0121
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
100% BID SET
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseENGINEER OF RECORDCONSULTANTS INSTALL NEW BOILERS IN
BUILDING 13
589A7-18-302
Project Director
2021-09-03
321 4 5 6 7 8 9 10
A
B
C
D
E
F
21 4 5 6 7 8 9 10
A
C
D
E
F
HAZARDOUS MATERIALS
MABBETT & ASSOCIATES, INC.
105 CENTRAL STREET, STONEHAM, MA 02180
PHONE: (781)275-6050
CIVIL / STRUCTURAL
PROFESSIONAL ENGINEERING CONSULTANTS, P.A.
303 SOUTH TOPEKA, WICHITA, KS 67202
PHONE: (316)262-2691
ARCHITECTURAL
OCULUS INC.
1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102
PHONE: (314)367-6100
FIRE SUPPRESSION
KOFFEL ASSOCIATES
8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045
PHONE: (410)750-2246
ELECTRONIC SECURITY
MAGNA ENGINEERS
861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503
PHONE: (859)309-2990
PHYSICAL SECURITY
FORCE PROTECT
3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786
PHONE: (502)836-4232
DRC SMT / DSB
VF101
CIVIL SITE
EXISTING CONDITIONS
0 20' 40'10'
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
X
X X
X X
XXXXXXXXXXXX
X
X
X X
X X
X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X X
CP120
1347.85
CP 120
CP121
1349.38
CP 121
CP122
1349.22
CP 122
BM220
1348.40
BM 220
BM223
1349.91
BM 223
BM225
1352.57
BM 225
IRP
1349.24
IRP
CP605
1346.53
CP MARKER
CP606
1346.61
CP MARKER
CP650
1355.63
CP 60D
CP651
1350.48
CP MAG
CP652
1350.61
CP MAG
CP653
1349.45
CP 60D
ELX
1349.16
ELX
GV
1349.48
GV
GTV
1348.15
GTV
1347.96
LP
1349.90
LP
LP
1349.76
LP
LP
1348.20
LP
1350.55
MB
1348.77
MB
1350.55
1350.54
1350.55
1350.55
1350.56
1350.58
1350.57
1350.57
1350.57
1350.57
POST (TYP. OF 22)
1350.59
1350.58
1350.58
1350.57
1350.57
1350.58
1350.56
1350.58
1353.59
1353.58
GP
1350.21
GP
GP
1349.67
GP
LP
1353.25
LP
LP
1353.44
LP
GP
1349.74
GP
GP
1349.86
GP
1347.29
LP
1351.68
LP
EM
1349.49
EM
LP
1349.57
LP
BOR P-1
1350.82
BOR P-1
BOR B-2
1350.16
BOR B-2
BOR P-2
1350.78
BOR P-2
BOR B-1
1350.18
BOR B-1
ELC
1351.74
ELC
X
XXX
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
GR
0.00
GR
WOOD FENCE
CHAIN LINK FENCE
WOOD FENCE
CH
AI
N
LIN
K
FE
NC
E
CH
AI
N
LIN
K
FE
NC
E
WOOD FENCE
WOOD FENCE
CHAIN LINK FENCE
X X X
X X
GRAVEL
GRAVEL
GRASS
GRASS
GRASS
GRASS
CONCRETE
CONCRETE
GRASS
GRASS
CONCRETE
CONCRETE
GRAVEL
GRAVEL
GRAVEL
CONCRETE
GRASS
GRASS
GRASS
GRASS
GRASS
GRAVEL
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
ASPHALT
CONCRETE
ASPHALT ASPHALT ASPHALT
GARDEN
CONCRETE
X X X
CITY R.O.W.
CP654
1355.63
CP 60D
LP
1353.25
LP
LP
1353.44
LP
X X
X
X
X X
X X
X
BLD
G. 13
REMOVE EXISTING ABOVE GROUND TANK
CLEAN AND SALVAGE TO OWNER
EXISTING MODULAR BUILDINGS TO BE
REMOVED BY FACILITY PRIOR TO THE
START OF CONSTRUCTION.
EXISTING SIDEWALK TO BE REMOVED.
E. WATERMAN STREET
S.
E
D G
EM
O
O R
D R
IV
E
161110
EXISTING GENERATOR
TO BE RELOCATED
EXISTING CONTAINER TO BE REMOVED.
EXISTING SHED TO BE REMOVED.
EXISTING RETAINING
WALL TO BE REMOVED.
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
REMOVE CHAIN LINK FENCE
AND CURB
EXISTING STAIRS AND
STOOP TO BE REMOVED
REMOVE BOLLARDS (TYP.)
CONCRETE PAVEMENT TO BE
REMOVED TO LIMITS SHOWN.
SAW CUT AT NEAREST JOINT.
OVERHEAD UTILITIES TO REMAIN.
PROVIDE TEMPORARY SUPPORT
DURING CONSTRUCTION.
REMOVE FENCE
REMOVE AND REPLACE CONCRETE AS
REQUIRED TO CONSTRUCT CURB ISLAND
AND INSTALL UTILITIES FOR ARM GATE
EQUIPMENT
REMOVE AND REPLACE PAVEMENT AS
REQUIRED TO CONSTRUCT CURB
ISLAND AND INSTALL UTILITIES FOR
ARM GATE EQUIPMENT
REMOVE AND REPLACE CONCRETE AS
REQUIRED FOR UTILITY INSTALLATION
REMOVE AND REPLACE STAIRS FOR
TEMPORARY UTILITY INSTALLATION.
REMOVE AND REPLACE CONCRETE
PAVEMENT IN THIS AREA AS REQUIRED
FOR TEMPORARY UTILITY INSTALLATION.REMOVE AND REPLACE CONCRETE AS
REQUIRED FOR UTILITY INSTALLATION
REMOVE EXISTING
PAVEMENT FOR SECURITY
BOLLARD INSTALLATION
REMOVE AND RESET INFO SIGN AS
NEEDED FOR PERIMETER FENCE
INSTALLATION.
REMOVE AND REPLACE CONCRETE
PAVEMENT AS REQUIRED FOR
TEMPORARY UTILITY INSTALLATION.
REMOVE AND REPLACE ASPHALT
PAVEMENT AS REQUIRED FOR UTILITY
INSTALLATION
REMOVE AND REPLACE ASPHALT
PAVEMENT AS REQUIRED FOR UTILITY
INSTALLATION
REMOVE AND REPLACE ASPHALT
PAVEMENT AS REQUIRED FOR UTILITY
INSTALLATION
ROBERT J. DOLE VA MEDICAL CENTER
WICHITA, KANSAS
NO. DESCRIPTION DATE
on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6"
6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot 4 on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
NORTH
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business
A Se rv ic e
D i s ab l ed
Vet eran Owned Sma l l Business
SDVOSB
CVE
MR PROJECT NO: 0499-0121
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
100% BID SET
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseENGINEER OF RECORDCONSULTANTS INSTALL NEW BOILERS IN
BUILDING 13
589A7-18-302
Project Director
2021-09-03
321 4 5 6 7 8 9 10
A
B
C
D
E
F
21 4 5 6 7 8 9 10
A
C
D
E
F
1320 12
34, 34A
1B
2A
5B
1A
35A
7A
1C
5A
3A
KEYPLAN
HAZARDOUS MATERIALS
MABBETT & ASSOCIATES, INC.
105 CENTRAL STREET, STONEHAM, MA 02180
PHONE: (781)275-6050
CIVIL / STRUCTURAL
PROFESSIONAL ENGINEERING CONSULTANTS, P.A.
303 SOUTH TOPEKA, WICHITA, KS 67202
PHONE: (316)262-2691
ARCHITECTURAL
OCULUS INC.
1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102
PHONE: (314)367-6100
FIRE SUPPRESSION
KOFFEL ASSOCIATES
8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045
PHONE: (410)750-2246
ELECTRONIC SECURITY
MAGNA ENGINEERS
861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503
PHONE: (859)309-2990
PHYSICAL SECURITY
FORCE PROTECT
3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786
PHONE: (502)836-4232
DRC SMT / DSB
CD101.01
CIVIL SITE
SITE DEMOLITION PLAN, PHASE 1
DEMOLITION LEGEND
DENOTES SIDEWALK/PAVEMENT REMOVAL
DENOTES ITEM DEMOLITION
DENOTES ITEM DEMOLITION
DENOTES UTILITY DEMO LIMITS
0 20' 40'10'
GENERAL NOTES
1. REFER TO SHEET CU101.01 FOR
ADDITIONAL UTILITY WORK WHICH MAY
REQUIRE ADDITIONAL PAVEMENT REMOVAL
AND REPLACEMENT NOT SHOWN ON THIS
SHEET.
2. SEE SHEET CD102.01 FOR UTILITY
DEMOLITION WORK NOT SHOWN ON THIS
SHEET.
3. SEE ELECTRICAL SITE PLAN FOR
ADDITIONAL UG ELECTRIC AND TELECOM
REMOVAL INFORMATION.
U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E
X X
X
X X
X X
X X
X X
X X
X
X X X X X X X X
CP605
1346.53
CP MARKER
CP651
1350.48
CP MAG
CO
1346.26
CO
CO
1348.10
CO
MB
1348.77
MB
CO
1346.45
CO
CO
1346.91
CO
E
WV (PIV)
1350.40
WV (PIV)
1350.55
1350.54
1350.552459
1350.55
1350.56
1350.58
1350.57
1350.57
1350.57
1350.57
POST (TYP. OF 22)
1350.59
1350.58 2470
1350.58
1350.57
1350.57
1350.58
1350.56
1350.58
1353.59
1353.58
GP
1350.21
GP
GP
1349.67
GP
GP
1349.74
GP
GP
1349.86
GP
WV (TN=1346.08)
WV (TN=1346.14)
1349.74
WV (TN=1346.14)
WV (TN=1347.16)
WV (TN=1347.25)
1349.80
WV (TN=1347.25)
WV (TN=1347.68)
BOR P-1
1350.82
BOR P-1
BOR B-2
1350.16
BOR B-2
BOR P-2
1350.78
BOR P-2
BOR B-1
1350.18
BOR B-1
W
W
W
WW
W
W W
G G
G G
W W
U E
U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E
U E
U E U E
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E
U E U E
U E U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
UT
UT
UT
UT
UT
UT
UT
UT
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
UT
UT
UT
UT
UT
UT
UT
UT
U E
U E
U E
U E
U E U E
U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E
U E U E
U E U E
U E U E
UT
UT
UT
UT
UT
UT
UT
UT
UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT
UT
UT
UT
UT
UT
UT
UT
UT
W
WU E
U E
U E
U E
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 W W W W W W
U E
U E U E
U E U E
U E U E
U E U E U E U E U E U E
U E U E
U E U E
U E U E
U E U E
U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E
U E
U E U E U E U E U E U E U E U E U E
U E
U E
U E U E U E
U E
U E
U E
WV (IN CONCRETE)
ELR
ELR
U E
TR
1350.27
TR
ELR
1349.53
ELR
ELR
1350.30
ELR
ELR
1350.48
ELR
ELR
1349.90
ELR
TR
1351.58
TR
ELR
1351.52
ELR
ELC
1351.74
ELC
ELR
1351.42
ELR
ELR
TR
1346.87
TR
E
ELR
1349.91
ELR
ELR
1350.83
ELR
ELR
1350.53
ELR
GR
0.00
GR
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
U EU EU E
CHAIN LINK FENCE
X X X X X X X X X X X X X
X X
X X
X X
X X
U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E U E
SSM-28
SSM-25
30" RCP
12" PVC
6" P
VC
" R
C P
" R
C P
24" RCP
6" CIP30" RCP
30" RCP
30" RCP
" R
CP
4" CIP
30" RCP
6" C
IP
6" CIP
6" C
IP
4" (RECORD)
8" VCP
8" C
IP
W W W W W W W W W W W W
W W
W W
GRAVEL
GRAVEL
GRASS
GRASS
ASPHALT
CONCRETE
ASPHALT
ASPHALT
GARDEN
CONCRETE
X X X X X X X X X X X X X X X
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
UT
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
W W
4" SOFT WATER (REC. SIZE & LOC.)
4" SOFT WATER (REC. SIZE & LOC.)
4" SOFT WATER (REC. SIZE & LOC.)
4" (REC. SIZE)
6" (REC. SIZE)
U E U E U E U E U E U E U E U E U E U E
U E
U E
U E
U E
U E
U E
W W W W W W W W W W
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
4" CIP (RECORD)
W W W W W W W W
U E U E U E U E U E
BLD
G. 13
REMOVE EXISTING NATURAL GAS LINE.
REMOVE EXISTING WATER SERVICE LINES.
REMOVE EXISTING 30" RCP STORM WATER SEWER LINE.
REMOVE EXISTING COMMUNICATION AND ELECTRIC LINES.
REMOVE EXISTING PRECAST CONCRETE
STEAM PIPE TRENCH
REMOVE EXISTING ELECTRIC LINES.
REMOVE EXISTING COMMUNICATION
AND ELECTRIC LINES.
REMOVE SWS INLET AND PIPE
REMOVE SWS INLET
AND PIPE
REMOVE 4" SOFT WATER LINE
REMOVE MANHOLE
REMOVE EXISTING ELECTRIC LINE.
REMOVE 4" RAIN LEADER PIPE.
REMOVE 8" WATERLINE
REMOVE EXISTING ELECTRICAL EQUIPMENT
INSTALL CAP ON 8" WATERLINE
W/ THRUST BLOCK
REMOVE SWS INLET
ROBERT J. DOLE VA MEDICAL CENTER
WICHITA, KANSAS
NO. DESCRIPTION DATE
on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6"
6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot 4 on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
NORTH
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business
A Se rv ic e
D i s ab l ed
Vet eran Owned Sma l l Business
SDVOSB
CVE
MR PROJECT NO: 0499-0121
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
100% BID SET
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseENGINEER OF RECORDCONSULTANTS INSTALL NEW BOILERS IN
BUILDING 13
589A7-18-302
Project Director
2021-09-03
321 4 5 6 7 8 9 10
A
B
C
D
E
F
21 4 5 6 7 8 9 10
A
C
D
E
F
1320 12
34, 34A
1B
2A
5B
1A
35A
7A
1C
5A
3A
KEYPLAN
HAZARDOUS MATERIALS
MABBETT & ASSOCIATES, INC.
105 CENTRAL STREET, STONEHAM, MA 02180
PHONE: (781)275-6050
CIVIL / STRUCTURAL
PROFESSIONAL ENGINEERING CONSULTANTS, P.A.
303 SOUTH TOPEKA, WICHITA, KS 67202
PHONE: (316)262-2691
ARCHITECTURAL
OCULUS INC.
1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102
PHONE: (314)367-6100
FIRE SUPPRESSION
KOFFEL ASSOCIATES
8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045
PHONE: (410)750-2246
ELECTRONIC SECURITY
MAGNA ENGINEERS
861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503
PHONE: (859)309-2990
PHYSICAL SECURITY
FORCE PROTECT
3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786
PHONE: (502)836-4232
DRC SMT / DSB
CD102.01
CIVIL SITE
UTILITY DEMOLITION PLAN, PHASE 1
DEMOLITION LEGEND
DENOTES ITEM DEMOLITION
DENOTES ITEM DEMOLITION
DENOTES UTILITY DEMO LIMITS
GENERAL NOTES
1. SEE SHEET CD101.01 FOR SITE DEMOLITION
ITEMS NOT SHOWN ON THIS SHEET.
2. SEE ELECTRICAL DEMO AND SITE PLANS FOR
ADDITIONAL UG ELECTRIC AND TELECOM
REMOVAL ITEMS AND INFORMATION NOT
SHOWN ON THIS SHEET.
3. DO NOT REMOVE OR DISCONNECT WATER
AND GAS SERVICE LINES FEEDING BUILDING 13
UNTIL TEMPORARY REROUTES ARE INSTALLED
AND OPERATIONAL. SEE SHEET CU101.01 FOR
ADDITIONAL INFORMATION.
0 10' 20'
X X
X X
X
X X
X X
X
X
X X
X X
X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
IRP
1349.24
IRP
IRP
1349.64
IRP
ELX
1349.16
ELX
1347.96
LP
1349.90
LP
LP
1349.76
LP
LP
1348.20
LP
1350.55
LP
1353.25
LP
1347.29
LP
1351.68
LP
EM
1349.49
EM
LP
1349.57
LP
BOR P-1
1350.82
BOR P-1
BOR B-2
1350.16
BOR B-2
BOR P-2
1350.78
BOR P-2
X
XXX
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
WOOD FENCE
WOOD FENCE
CH
AI
N
LIN
K
FE
NC
E
CH
AI
N
LIN
K
FE
NC
E
CITY R.O.W.
> LP
1353.25
LP
X X
X
X
X X
X X
X
NEW ANTI-CLIMB FENCE SEE
SPECIFICATIONS AND STRUCTURAL
FOR FOUNDATION DETAILS
NEW BUILDING ADDITION
NEW ANTI-CLIMB FENCE SEE
SPECIFICATIONS AND
STRUCTURAL FOR FOUNDATION
DETAILS
NEW ANTI-CLIMB &
ANTI-RAM FENCE SEE
SPECIFICATIONS AND
STRUCTURAL FOR
FOUNDATION DETAILS
NEW (2) SECURITY LIFT GATE
CONTROLLED ACCESS. SEE
NOTE 6 THIS SHEET AND
SECURITY DRAWINGS.
NEW (2) SECURITY LIFT GATES
CONTROLLED ACCESS. SEE
NOTE 6 THIS SHEET AND
SECURITY DRAWINGS.
NEW ANTI-CLIMB FENCE SEE
SPECIFICATIONS AND STRUCTURAL
FOR FOUNDATION DETAILS
NEW ANTI-CLIMB FENCE SEE
SPECIFICATIONS AND STRUCTURAL
FOR FOUNDATION DETAILS
NEW BLAST WALL
SEE SPECIFICATIONS
AND STRUCTURAL
FOR FOUNDATION
DETAILS
E. WATERMAN STREET
S.
E
D G
EM
O
O R
D R
IV
E
NEW CONCRETE
PAVEMENT
50' M
IN
STAN
D
O
FF
50' M
in. Standoff
DN
RELOCATED GENERATOR
SEE ELECTRICAL PLANS.
NEW RETAINING WALL
REF. STRUCTURAL PLANS
161110
NEW PRECAST TRAFFIC
RATED STEAM PIPE TRENCH.
SEE MECHANICAL PLANS
NEW STEAM MANHOLE.
SEE MECHANICAL PLANS.
' D
R
IV
E W
ID
TH
NEW LANDING AND STAIRS.
REF. ARCHITECTURAL PLANS.
NEW LANDING, RAMPS, AND STAIRS.
REF. ARCHITECTURAL PLANS.
NEW PERSONNEL GATE AT
EXISTING SIDEWALK SEE
SPECIFICATIONS AND
STRUCTURAL FOR FOUNDATION
DETAILS
NEW PERSONNEL GATE AT
EXISTING SIDEWALK SEE
SPECIFICATIONS AND
STRUCTURAL FOR FOUNDATION
DETAILS
5' M
IN
. S
TA
N
D O
FF
TO
B O
LL
AR
D S
NEW M30 RATED SECURITY BOLLARD
SPACED AND INSTALLED PER
MANUFACTURER REQUIREMENTS (TYP.)
SEE DETAILS, SHEET CS502.
REPLACED STAIRS IN -KIND.
REF. STRUCTURAL PLANS.
NEW WATER TANK WITH SECURITY
BOLLARD PROTECTION. SEE
PLUMBING DRAWINGS.
NEW CONCRETE
PAVEMENT
REMOVABLE BOLLARD
(TYP.) SEE SHEET CS502.
CONSTRUCTION / SAFETY
SIGNS. REF. ARCHITECTURAL
PLANS
30' DIA.
REMOVABLE BOLLARD
(TYP.) SEE SHEET CS502
NEW M30 RATED SECURITY BOLLARD
SPACED AND INSTALLED PER
MANUFACTURER REQUIREMENTS (TYP.)
SEE DETAILS, SHEET CS502.
NEW FIRE HYDRANT WITH
STANDARD BOLLARDS. SEE
DETAILS, SHEETS CU224 &
CU226.
NEW LIGHT POLE. SEE ELECTRICAL
PLANS. COORDINATE LOCATION
WITH GATE EQUIPMENT.
NEW LIGHT POLE. SEE ELECTRICAL
PLANS. COORDINATE LOCATION
WITH GATE EQUIPMENT.
ROBERT J. DOLE VA MEDICAL CENTER
WICHITA, KANSAS
NO. DESCRIPTION DATE
on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6"
6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot 4 on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
NORTH
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business
A Se rv ic e
D i s ab l ed
Vet eran Owned Sma l l Business
SDVOSB
CVE
MR PROJECT NO: 0499-0121
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
100% BID SET
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseENGINEER OF RECORDCONSULTANTS INSTALL NEW BOILERS IN
BUILDING 13
589A7-18-302
Project Director
2021-09-03
321 4 5 6 7 8 9 10
A
B
C
D
E
F
21 4 5 6 7 8 9 10
A
C
D
E
F
1320 12
34, 34A
1B
2A
5B
1A
35A
7A
1C
5A
3A
KEYPLAN
HAZARDOUS MATERIALS
MABBETT & ASSOCIATES, INC.
105 CENTRAL STREET, STONEHAM, MA 02180
PHONE: (781)275-6050
CIVIL / STRUCTURAL
PROFESSIONAL ENGINEERING CONSULTANTS, P.A.
303 SOUTH TOPEKA, WICHITA, KS 67202
PHONE: (316)262-2691
ARCHITECTURAL
OCULUS INC.
1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102
PHONE: (314)367-6100
FIRE SUPPRESSION
KOFFEL ASSOCIATES
8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045
PHONE: (410)750-2246
ELECTRONIC SECURITY
MAGNA ENGINEERS
861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503
PHONE: (859)309-2990
PHYSICAL SECURITY
FORCE PROTECT
3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786
PHONE: (502)836-4232
DRC SMT / DSB
CS101.01
CIVIL SITE
OVERALL SITE PLAN, PHASE 1
0 20' 40'10'
LEGEND
NEW PAVEMENT
NEW ANTI-CLIMB FENCE
NEW ANTI-CLIMB & ANTI-RAM FENCE
NEW BLAST WALL
GENERAL NOTES
1. SEE SHEET CS501 FOR CONCRETE PAVEMENT
SECTION AND JOINTING DETAILS.
2. SECURITY BOLLARDS IN FRONT OF OVERHEAD
DOORS, GENERATOR ROOM LOUVERS, AND
TRANSFORMER ROOM DOORS SHALL BE
REMOVABLE. BOLLARD SYMBOLS WITH SOLID FILL
INDICATES REMOVABLE BOLLARD.
3. SEE ELECTRICAL SITE PLAN FOR ADDITIONAL UG
ELECTRIC AND TELECOM INFORMATION.
4. ANTI-CLIMB FENCE SHALL BE AMERISTAR FENCE
IMPASSE II HIGH SECURITY STEEL FENCING,
GAUNTLET STYLE.
5. ANTI-RAM FENCE SHALL BE AMERISTAR FENCE
STALWART IS SECURITY FENCE, 10-FT HEIGHT
MEETING K12 CRASH RATING, GAUNTLET STYLE.
6. VEHICLE TRAFFIC CONTROL BARRIER SHALL BE
DOORKING GATE MODEL 1602 WITH 14' ALUMINUM
ARM. INSTALL PER MANUFACTURER
INSTRUCTIONS. SEE ELECTRICAL AND SECURITY
PLANS FOR ADDITIONAL INFORMATION.
BOR P-1
1350.82
BOR P-1
BOR B-2
1350.16
BOR B-2
BOR P-2
1350.78
BOR P-2
PROPOSED BUILDING ADDITION
DN
WATER TANK
50075008
5014 5015
R=10
.0 0'
R=10.50'
5039 5040
R=19.50'
WATER TANK
50225023
1.50'
13.50'
5030 5031
5032 5033
R0.75' R0.75'
1350.55
1.50'
.50
R0 .7
5'
R0.7 5'
COORDINATE LIST
POINT
NORTHING
1,684,585.1290
1,684,609.3131
1,684,619.2948
1,684,631.6145
1,684,633.8961
1,684,612.1799
1,684,567.4113
1,684,565.7753
1,684,565.6820
1,684,560.0307
1,684,559.9620
1,684,558.3403
1,684,558.4203
1,684,577.5010
1,684,575.1130
1,684,574.9957
1,684,560.2250
1,684,585.5549
1,684,622.1805
1,684,623.5508
1,684,596.9772
1,684,595.4775
1,684,595.1840
1,684,596.6837
1,684,444.1539
1,684,443.2243
1,684,432.5357
1,684,433.4550
1,684,626.5158
1,684,607.9995
EASTING
1,667,475.5280
1,667,475.2552
1,667,485.3984
1,667,485.4286
1,667,649.2156
1,667,669.5036
1,667,669.1988
1,667,646.1045
1,667,639.6571
1,667,639.7369
1,667,635.0113
1,667,640.2640
1,667,645.7635
1,667,485.3450
1,667,485.2960
1,667,488.6347
1,667,488.5989
1,667,495.6736
1,667,488.5849
1,667,592.2498
1,667,408.7861
1,667,408.8143
1,667,395.3168
1,667,395.2886
1,667,389.7761
1,667,390.9778
1,667,382.7321
1,667,381.5468
1,667,458.6806
1,667,392.1717
COORDINATE LIST
POINT
NORTHING
1,684,608.4059
1,684,583.8669
1,684,584.2733
1,684,585.4676
1,684,615.6643
1,684,612.4406
1,684,613.5106
1,684,616.8601
1,684,613.6025
1,684,614.2698
1,684,587.1709
1,684,580.8382
1,684,560.2250
EASTING
1,667,415.7214
1,667,392.5881
1,667,416.1379
1,667,489.0702
1,667,495.2756
1,667,508.9743
1,667,585.7869
1,667,585.7360
1,667,592.3803
1,667,640.2838
1,667,642.6472
1,667,642.7321
1,667,509.5846
ROBERT J. DOLE VA MEDICAL CENTER
WICHITA, KANSAS
NO. DESCRIPTION DATE
on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6"
6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot 4 on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
NORTH
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business
A Se rv ic e
D i s ab l ed
Vet eran Owned Sma l l Business
SDVOSB
CVE
MR PROJECT NO: 0499-0121
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
100% BID SET
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseENGINEER OF RECORDCONSULTANTS INSTALL NEW BOILERS IN
BUILDING 13
589A7-18-302
Project Director
2021-09-03
321 4 5 6 7 8 9 10
A
B
C
D
E
F
21 4 5 6 7 8 9 10
A
C
D
E
F
1320 12
34, 34A
1B
2A
5B
1A
35A
7A
1C
5A
3A
KEYPLAN
HAZARDOUS MATERIALS
MABBETT & ASSOCIATES, INC.
105 CENTRAL STREET, STONEHAM, MA 02180
PHONE: (781)275-6050
CIVIL / STRUCTURAL
PROFESSIONAL ENGINEERING CONSULTANTS, P.A.
303 SOUTH TOPEKA, WICHITA, KS 67202
PHONE: (316)262-2691
ARCHITECTURAL
OCULUS INC.
1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102
PHONE: (314)367-6100
FIRE SUPPRESSION
KOFFEL ASSOCIATES
8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045
PHONE: (410)750-2246
ELECTRONIC SECURITY
MAGNA ENGINEERS
861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503
PHONE: (859)309-2990
PHYSICAL SECURITY
FORCE PROTECT
3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786
PHONE: (502)836-4232
DRC SMT / DSB
CS102.01
CIVIL SITE
GEOMETRY PLAN, PHASE 1
0 10' 20'
GEOMETRY PLAN NOTES
1. ALL DIMENSIONS ARE TO THE BACK OF CURB OR
EDGE OF PAVEMENT UNLESS NOTED OTHERWISE.
2. BUILDING COORDINATES SHOWN FOR REFERENCE
ONLY. CONTRACTOR SHALL STAKE AND
CONSTRUCT BUILDING TO THE DIMENSIONS
SHOWN ON THE ARCHITECTURAL AND
STRUCTURAL PLANS.
3. CONTRACTOR SHALL CONFIRM WATER STORAGE
TANK PAD SIZE AND LOCATION WITH THE TANK
MANUFACTURER PRIOR TO PAD CONSTRUCTION.
= COORDINATE LABEL
X X
X X
X
X X
X X
X
X
X X
X X
X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
IRP
1349.24
IRP
IRP
1349.64
IRP
ELX
1349.16
ELX
1347.96
LP
1349.90
LP
LP
1349.76
LP
LP
1348.20
LP
1350.55
LP
1353.25
LP
1347.29
LP
1351.68
LP
EM
1349.49
EM
LP
1349.57
LP
BOR P-1
1350.82
BOR P-1
BOR B-2
1350.16
BOR B-2
BOR P-2
1350.78
BOR P-2
X
XXX
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
WOOD FENCE
WOOD FENCE
CH
AI
N
LIN
K
FE
NC
E
CH
AI
N
LIN
K
FE
NC
E
CITY R.O.W.
> LP
1353.25
LP
X X
X
X
X X
X X
X
NEW ANTI-CLIMB FENCE SEE
SPECIFICATIONS AND STRUCTURAL
FOR FOUNDATION DETAILS
NEW BUILDING ADDITION
NEW ANTI-CLIMB FENCE SEE
SPECIFICATIONS AND STRUCTURAL
FOR FOUNDATION DETAILS
NEW ANTI-CLIMB &
ANTI-RAM FENCE SEE
SPECIFICATIONS AND
STRUCTURAL FOR
FOUNDATION DETAILS
NEW ANTI-CLIMB & ANTI-RAM
FENCE SEE SPECIFICATIONS
AND STRUCTURAL FOR
FOUNDATION DETAILS
NEW ANTI-CLIMB FENCE SEE
SPECIFICATIONS AND
STRUCTURAL FOR FOUNDATION
DETAILS
NEW ANTI-CLIMB FENCE SEE
SPECIFICATIONS AND STRUCTURAL
FOR FOUNDATION DETAILS
NEW BLAST WALL SEE
SPECIFICATIONS AND
STRUCTURAL FOR
FOUNDATION DETAILS
E. WATERMAN STREET
S.
E
D G
EM
O
O R
D R
IV
E
50' M
in. Standoff
DN
161110
N: 1,684,609.9843 E: 1,667,395.0811
N: 1,684,673.9060 E: 1,667,394.6278
N: 1,684,679.7126 E: 1,667,833.8214
N: 1,684,640.0045 E: 1,667,834.7064
N: 1,684,564.9368 E: 1,667,363.9130
N: 1,684,565.4970 E: 1,667,409.2168
N: 1,684,582.4024 E: 1,667,408.9286
N: 1,684,445.7668 E: 1,667,365.8780
N: 1,684,442.8493 E: 1,667,371.2088
N: 1,684,389.8708 E: 1,667,451.7283
N: 1,684,393.2075 E: 1,667,634.4990
INSTALL PERSONNEL GATE
AT EXISTING SIDEWALK
N: 1,684,640.1313 E: 1,667,842.1210 TOP OF WALL El. = 1360.15 BOTTOM WALL El. = 1350.15
N: 1,684,505.9426 E: 1,667,364.8858
INSTALL PERSONNEL GATE
AT EXISTING SIDEWALK
N: 1,684,393.2410 E: 1,667,636.5790
N: 1,684,393.1740 E: 1,667,632.4190
WATER TANK
N: 1,684,503.1778 E: 1,667,364.9313
N: 1,684,509.0999 E: 1,667,364.8337
N: 1,684,436.0548 E: 1,667,400.1407
N: 1,684,678.2436 E: 1,667,721.1073
N: 1,684,444.8981 E: 1,667,842.9440 TOP OF WALL El. = 1359.20 BOTTOM WALL El. = 1349.20
N: 1,684,395.1602 E: 1,667,792.2287 TOP OF WALL El. = 1359.20 BOTTOM WALL El. = 1347.80
ROBERT J. DOLE VA MEDICAL CENTER
WICHITA, KANSAS
NO. DESCRIPTION DATE
on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6"
6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot 4 on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
NORTH
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business
A Se rv ic e
D i s ab l ed
Vet eran Owned Sma l l Business
SDVOSB
CVE
MR PROJECT NO: 0499-0121
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
100% BID SET
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseENGINEER OF RECORDCONSULTANTS INSTALL NEW BOILERS IN
BUILDING 13
589A7-18-302
Project Director
2021-09-03
321 4 5 6 7 8 9 10
A
B
C
D
E
F
21 4 5 6 7 8 9 10
A
C
D
E
F
1320 12
34, 34A
1B
2A
5B
1A
35A
7A
1C
5A
3A
KEYPLAN
HAZARDOUS MATERIALS
MABBETT & ASSOCIATES, INC.
105 CENTRAL STREET, STONEHAM, MA 02180
PHONE: (781)275-6050
CIVIL / STRUCTURAL
PROFESSIONAL ENGINEERING CONSULTANTS, P.A.
303 SOUTH TOPEKA, WICHITA, KS 67202
PHONE: (316)262-2691
ARCHITECTURAL
OCULUS INC.
1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102
PHONE: (314)367-6100
FIRE SUPPRESSION
KOFFEL ASSOCIATES
8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045
PHONE: (410)750-2246
ELECTRONIC SECURITY
MAGNA ENGINEERS
861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503
PHONE: (859)309-2990
PHYSICAL SECURITY
FORCE PROTECT
3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786
PHONE: (502)836-4232
DRC SMT / DSB
CS103.01
CIVIL SITE
PERIMETER FENCE GEOMETRY PLAN, PHASE
0 20' 40'10'
FENCE / WALL LEGEND
PROPOSED ANTI-CLIMB FENCE
PROPOSED ANTI-CLIMB & ANTI-RAM FENCE
PROPOSED BLAST WALL
X X
X X
X X
X X
X X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
LP
1353.25
LP
LP
1351.68
LP
BOR P-1
1350.82
BOR P-1
BOR B-2
1350.16
BOR B-2
BOR P-2
1350.78
BOR P-2
WOOD FENCE
LP
1353.25
LP
NEW BUILDING ADDITION
50' M
in. Standoff
DN
PRECAST STEAM TRENCH WITH TRAFFIC
RATED LID
CONCRETE PAVEMENT PER BOLLARD
INSTALLATION REQUIREMENTS
SEE SHEET CS502.
T T
2.00'
2.00'
8 @ 11.89' = 95.04' 11.69'
2 @ 10' = 20.00'
6.50' 3.40'
9.50'
9.95' 9.55'
10.00'
9.99' 10.00' 8.48'
8.72'
8.95'
9.26'
.3
5'
2'
6.
3.93'
3.17'
2.32'
0.81'
5.25'
12.00'
8.70' 12.29' 6.00'
6.00'
T T
B B
B B
T B
T T
EXPANSION JOINT AT STEAM
TRENCH AND MANHOLE (TYP.)GU GU
G G
G G
G G
G
G
GU GU
GUGU
GU
GU
GU
GU
G G
GU GU GU GU GU GU GU
GU
GU
GUGUGUGUGUGUGUGUGUGUGUG
GU GUGU
G
GGU
GU
GU GU
GU GU
GU GU
GU GU
2 @ 11.78' = 23.55'
2 @ 12.10' = 24.20'
T T T
T
GG
GU
GU
GU
8.14'
6.46' 11.64'
T B
3 @ 11.96' = 35.87'
ROBERT J. DOLE VA MEDICAL CENTER
WICHITA, KANSAS
NO. DESCRIPTION DATE
on e ei gh th in ch o ne fo ot th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6"
6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot 4 on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
NORTH
PRINTS OF THIS DRAWING SHALL NOT BE USED FOR ANY PURPOSE
WHATSOEVER WITHOUT THE SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER.
Miller-Remick LLC
1010 KINGS HIGHWAY SOUTH
CHERRY HILL, NEW JERSEY 08034
PHONE: (856)429-4000
FAX: (856)429-5002
M.E.P. & Structural Engineering A Service Disabled Veteran Owned Small Business
A Se rv ic e
D i s ab l ed
Vet eran Owned Sma l l Business
SDVOSB
CVE
MR PROJECT NO: 0499-0121
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
100% BID SET
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseENGINEER OF RECORDCONSULTANTS INSTALL NEW BOILERS IN
BUILDING 13
589A7-18-302
Project Director
2021-09-03
321 4 5 6 7 8 9 10
A
B
C
D
E
F
21 4 5 6 7 8 9 10
A
C
D
E
F
1320 12
34, 34A
1B
2A
5B
1A
35A
7A
1C
5A
3A
KEYPLAN
HAZARDOUS MATERIALS
MABBETT & ASSOCIATES, INC.
105 CENTRAL STREET, STONEHAM, MA 02180
PHONE: (781)275-6050
CIVIL / STRUCTURAL
PROFESSIONAL ENGINEERING CONSULTANTS, P.A.
303 SOUTH TOPEKA, WICHITA, KS 67202
PHONE: (316)262-2691
ARCHITECTURAL
OCULUS INC.
1 SOUTH MEMORIAL DRIVE, SUITE 1500, SAINT LOUIS, MO 63102
PHONE: (314)367-6100
FIRE SUPPRESSION
KOFFEL ASSOCIATES
8815 CENTRE PARK DRIVE, SUITE 200, COLUMBIA, MD 21045
PHONE: (410)750-2246
ELECTRONIC SECURITY
MAGNA ENGINEERS
861 CORPORATE DRIVE, SUITE 210, LEXINGTON, KY 40503
PHONE: (859)309-2990
PHYSICAL SECURITY
FORCE PROTECT
3210 GULF BLVD, UNIT 304, BELLEAIR BEACH, FL 33786
PHONE: (502)836-4232
DRC SMT / DSB
CS104.01
CIVIL SITE
CONCRETE PAVEMENT JOINTING PLAN,
PHASE 1
0 10' 20'
THICKENED EDGE JOINT
BUTT JOINT
PAVEMENT JOINT LEGEND
SAWED CONTRACTION JOINT (TIED)
SAWED CONTRACTION JOINT (UNTIED)GU
G
B
T
PAVEMENT JIONT
JOINTING NOTES
1. COORDINATE CONCRETE PAVEMENT
INSTALLATION WITH SECURITY BOLLARD AND
TRENCH DRAIN INSTALLATION.
2. SEE JOINT AND JOINT SEALING DETAILS SHEET
CS501.
3. ALL CONCRETE PAVEMENT TO BE
REINFORCED. SEE DETAILS SHEET CS501
4. ISOLATION JOINTS SHALL BE CONSTRUCTED
AT ALL STORM SEWER INLETS, EQUIPMENT
PADS AND MH/VAULT TOP LOCATIONS, UNLESS
OTHERWISE SHOWN ON JOINTING PLAN.
5. ALL STEEL REINFORCEMENT SHALL BE
ADEQUATELY SUPPORTED BY APPROVED
CHAIRS.
6. ALL NEW CURB AND GUTTER SHALL BE TIED
TO PROPOSED CONCRETE WITH #4 X 24" BARS
AT 30" CENTERS.
7. CONSTRUCTION JOINTS MAY BE SUBSTITUTED
FOR TIED OR UNTIED CONTRACTION JOINTS
AT END OF POUR OR EMERGENCY STOPS.
8. JOINTING LAYOUT IS BASED ON
CONVENTIONAL FIXED FORM CONCRETE
PAVEMENT CONSTRUCTION. ANY VARIATIONS
TO JOINTING SHALL BE SUBMITTED TO THE
ENGINEER FOR REVIEW AND APPROVAL PRIOR
TO CONSTRUCTION.
9. WHERE CURB AND GUTTER IS ADJACENT TO
CONCRETE PAVEMENT, JOINTS SHALL BE
CONTINUED THROUGH CURB AND GUTTER.
10. ALL JOINTS SHALL BE SEALED.
11. ANY CONCRETE PAVEMENT THAT IS REQUIRED
TO BE REMOVED AND REPLACE FOR NEW
WORK NOT SHOWN ON THIS SHEET SHALL BE
JOINTED TO MATCH EXISTING JOINT
CONDITIONS.
B
A
A B
JOINT…
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