C-2.0 (GRAD & UTIL).pdf
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- Solicitation number
- 36C25020B0030
About this file
This document provides details for a federal contract opportunity to prepare a site for a new MRI building at the Dayton VA Medical Center. The Department of Veterans Affairs seeks a Service-Disabled Veteran-Owned Small Business to provide all labor, supervision, materials, and equipment for site preparation according to drawings and specifications. Offerors must register at FBO.gov by March 20, 2020 to receive the solicitation documents, with proposals due approximately 30 days later. The performance period is 365 calendar days from notice to proceed. The contract is set aside only for SDVOSBs with a minimum of 15% of construction work performed by the SDVOSB or subcontractor. Bonds, site visits, and amendments will be in accordance with the solicitation on FBO.gov. Questions should be directed to the point of contact provided.
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Text version
GRADING PLAN
1" = 10'
Project Number
Office of Construction and Facilities Management
Building Number
Drawing Number
VA FORM 08-6231
CONSULTANTS: ARCHITECTS/ENGINEERS: ARCHITECTURAL PROJECT #
VA Building th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
F
E
D
C
B
A
F
E
D
C
B
A
987654321
987654321
Project Title
Location
Date Checked Drawn
Drawing Title
Approved: Project Director
7850 Freeway Circle
440.243.2000 t
Cleveland, OH 44130
440.243.3305 f
KEY PLAN
Dwg. of
:2 :0 A M
C R e vi t Lo ca l Fi le s\ S tr u ct R m g ib b o n s@ th o rs o n b a k er .c o m .r vt
BH Designer
552-CSI-176
NEW MRI SITE PREP
02/21/2020
4100 W. THIRD ST. DAYTON, OH 45426
18106
Revisions Date
BID & CONSTRUCTION
FULLY SPRINKLERED
65% DD SUBMISSION 07/29/2019
95% CD SUBMISSION 10/07/2019
BID & CONSTRUCTION 12/19/2019
CAM REVIEW 02/21/2020 PHILIP P. KIRK
CHIEF ENGINEER
LEGEND
EXISTING CONTOURS
INLET PROTECTION
971.20
TC 972.1 TOP OF CURB
BC 971.6 (FINISHED GRADE)
TW
DRAINAGE FLOW ARROW
B#
BORING LOCATION
IP
PROPOSED SPOT ELEVATIONS
EXISTING SPOT ELEVATIONS
PROPOSED GAS
PROPOSED STORM
PROPOSED WATER LINE
EXISTING WATER
EXISTING SANITARY
EXISTING STORM
EXISTING GAS
EXISTING ELECTRIC
EXISTING TELEPHONE
GRADING KEY NOTES
MATCH EXISTING GRADE1
UTILITY PLAN
1" = 10'
GRADING & UTILITY PLAN
C-2.0
IMH 4
TR=971.1 (FM)
INV. 962.57 (15" W)
INV. 962.30 (18" SW)
INV. 962.25 (18" E)
IMH-2
TR=971.7
INV. 967.5 (4" W)
INV. 962.50 (15" W)
INV. 962.45 (15" NE)
IMH-1
TR=971.5
INV. 962.73 (15" N)
INV. 962.63 (15" E) 65'-15" HDPE @ 0.20%
60 LF 15" HDPE @ 0.20%
EX. ST MH
TR=970.90
INV. 965.38 (12" SW)
INV. 966.85 (12" NW)
INV. 965.35 (18" NE)
TOP AND BOTTOM OF CURB
ELEV. (FLUSH CURB)
CONNECT EXISTING
BUILDING DRAIN TO
EXISTING SEWER
IP
IP
IP
REROUTE GAS. SEE
MECHANICAL PLANS FOR
ROUTING, DESIGN, SIZE,
MATERIAL AND
SPECIFICATIONS.
972.36
972.25
T/R 971.7
T/R 971.5
971.92
972.00
TC 972.39
BC 971.89
TC 972.00
BC 971.36
972.20 972.59 972.60
TC 972.40
BC 971.90
TC 971.72
BC 971.72
FF 973.08
973.08
972.6
T/B 972.73
T/B 972.88
973.08
T/B 972.86
1 12"
4" SAN
INV 968.75
6" ST
INV 968.75
30' 4" SAN
50' 6" ST
INV 967.5
CORE MH WITH DROP
MH CONNECTION
IMH 3
TR=971.4 (FM)
INV. 967.5 (6" W)
INV. 962.34 (15" SW)
INV. 962.34 (18" NE)
' 1
8"
HDPE
0.2
0%
CORE 18" ST
INTO EX. MH
NOTES:
CONTRACTOR TO EXPOSE AND CONFIRM
CLEARANCE TO CROSSING UTILITIES. REPORT
CONFLICTS TO ENGINEER AND ADJUST LINES TO
AVOID CONFLICT.
ELECTRICAL, TELECOMMUNICATIONS, GAS, AND
OTHER UTILITIES BESIDES STORM, WATER, AND
SANITARY, ARE SHOWN FOR REFERENCE ONLY.
SEE ELECTRICAL AND MECHANICAL DRAWINGS.
EX. SAN MH
TR=971.87
INV. 958.53 (12" SW)
INV. 957.86 (12" NE)
INV. 959.0 (4" W)
'-1
8"
HDPE
0.2
0%
TRANSITION EVENLY FROM
PROPOSED SPOT ELEVATIONS
TO EXISTING GRADE. ADJUST
MANHOLE RIMS TO NEW GRADE.
FM FIELD MEASURE
ASSURE 18" VERTICAL
CLEARANCE (TYP. ALL
CROSSINGS)
2 - 45° BENDS (TYP)
NOTE:
ALL WORK ON THIS SHEET TO BE PERFORMED AS PART OF
BASE BID AND DEDUCT ALTERNATE #4.
UNDER DEDUCT ALTERNATE #4, PAVEMENT OUTSIDE OF
THE REWORK LIMITS SHOWN ON THIS SHEET, IS NOT
DEMOLISHED AND REPLACED .
FF 973.08
ASSURE 18" MIN.
CLEARANCE (TYP)
4" PERF. FOUNDATION
DRAIN
4" SOLID PVC @ 1% MIN.
FROM FOUNDATION
DRAIN
2 SLOPE SHALL NOT EXCEED 2% IN ANY
DIRECTION IN HANDICAP PARKING SPACES
3 SUPPLEMENT AND SHAPE BASE AS NECESSARY
TO SLOPE PAVEMENT FROM BOTTOM OF CURB
ELEVATIONS SHOWN, EVENLY AND SMOOTHLY,
TO MATCH EXISTING EDGE OF PAVEMENT AT
SAWCUT LINE.
T/B 972.42
TC 972.5
BC 972.0
BOTTOM OF CURB
PROPOSED INLET
MANHOLE (IMH)
FLU
SH
CURB
CORE 15" ST
INTO EX. MH
INV 962.85
FL
U
SH
C
U R
B
4 REMOVE GRADE RING AND LOWER FRAME 3"± TO
ASSURE LOCAL SURFACE DRAINAGE. REGRADE
LOCAL AREA FOR SMOOTH TRANSITION TO
EXISTING PAVEMENT.
PROVIDE VALVED, CAPPED, GAS
LINE FOR EXTENSION BY
PLUMBING CONTRACTOR.
COORDINATE WITH GAS
COMPANY PRIOR TO ROUGH-IN.
ADDENDUM #1 06/10/2020
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