100 VAMC MRI - Full Set IFC 2 of 5.pdf
PDF 18 MB Posted
- Solicitation number
- 36C77625R0047
About this file
This document is a comprehensive set of civil, site, and landscape design drawings for the VA Medical Center (VAMC) Providence MRI Expansion Project. The drawings detail a 7,839 square foot MRI addition, including proposed site plans, utilities, stormwater management, water infrastructure, landscaping, and site details for the project located in Providence, Rhode Island.
Key design elements include a new concrete pad for the MRI, utility relocations, stormwater management using Cultec Recharger 902HD chambers, new granite curbing, permeable pavers, concrete walkways, ramps and stairs with handrails, a flagpole installation, and landscape plantings. The site plans show careful grading and drainage considerations, with elevation changes ranging from approximately 55.5 to 80 feet. Specific site improvements include resetting existing bollards, installing new light poles, creating a medical gas area, and integrating the new MRI addition with the existing Building 1 at the VA Medical Center.
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DN
UP
UP
UP
S8
S7
S6
MAINTAIN A PROTECTED WALKWAY FROM DOORS IN
ACCORDANCE WITH ARCHITECTURAL CONSTRUCTION ACCESS
PLAN DURING CONSTRUCTION
NEW STEPS WITH HANDRAILS
NEW CONCRETE PAD
S1
MAINTAIN A PROTECTED WALKWAY FROM EXIT DOORS IN
ACCORDANCE WITH ARCHITECTURAL CONSTRUCTION ACCESS
PLAN DURING CONSTRUCTION
S5
HIGH
CURB
1:13 MAX
EXPAND AND RENOVATE
SPACE FOR NEW MRI
7,839 SQ.FT. AT GRADE
PIV
5.5'
10'
15' TYP.
15' TYP.
4'
10'
8'
6' SIDEWALK
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LOD / SED
SED
SED
SED
SED
SED
SED
SED
SED
SED SED SED SED SED SED SED
SED SED SED SED SED SED SED SED
EX GRANITE CURB
EX GRANITE CURB
E
EX. FIRE DEPT. SPRINKLER CONNECTION
W/ SPLASH BLOCK BELOW
EXTERNAL HOSE BIB FOR
CONTRACTOR WATER SUPPLY
EX BUILDING 1
E WING
EX BUILDING 1
B WING
LINE OF BRICK ABOVE
LINE OF BUILDING AT GRADE
82.06
TOW
82.05
TOW
82.06
TOW
82.05
TOW
79.50
DOOR SILL
79.48
DOOR SILL
69.69
LOWER DOOR SIL
69.28
DRAIN COVER
73.12
78.79
STEEL LANDING
79.54
CONC.STEP.
81.09
CONC.SLAB
79.39
DOOR.SILL
GW (R)
GW (R)
G W
(R
GW (R)
GW (R)
G W
(R
HVAC UNIT
HVAC U
NIT
HVAC U
NIT
1:20 M A
X
1:20 MAX
1:20 M A
X
1:20 M A
X
E
S
S
S
S
D
D
U
77.07
BOC
77.56
TOC
77.74
BSW
74.05
CONC.SLAB
74.95
CONC.SLAB
75.02
CONC.SLAB
74.99
CONC.SLAB
75.11
CONC.SLAB
74.01
OG
73.82
OG.EOP
75.27
CONC.SLAB
71.5*
77.6*
69.0*
78.9*
82.9*
82.5*
83.3* 82.9*
82.7*
79.5*
79.1*
79.3*
78.1*
78.4*
78.4*
78.2*
78.8*
78.2*
77.7*
78.1*
78.5*
80.0*
78.1*
75.8*
72.5*
EX RETAINING WALL
CONCRETE WALK
ARMED FORCES BLVD
BENCHMARK #2
NEI DISK - EL. 79.77
BENCHMARK #1
NEI DISK - EL. 80.20
EX FENCE
ENCLOSURE
MEDICAL GAS AREA
CONCRETE
P
AD
BOLLARDS
78.77
TOW
76.66
TOW
75.72
77.42
TOW
78.35
TOW
76.36
79.17
TOW
80.00
TOW
76.94
TOC
77.25
TOC
77.28 77.27
TOC
77.45
77.52
77.63
76.31
76.35
76.37
76.33
76.39
79.37
79.28
77.54
78.30
79.38 79.35
79.48
76.66
76.50 76.51
79.30
76.92
TOC
77.13
TOC
79.39
78.39
78.00
BLEND ELEVATIONS FROM B WING
AREA INTO PR WALKWAY
79.48
76.66
76.50 77.10
79.38
77.45
77.32 77.31
76.57
76.57
78.39
78.34
77.40
77.35
75.00
75.00
75.75
75.80
75.8575.90
76.33
77.30
76.35
76.37
77.34
78.22
78.38
EU1
79.38
S9
76.45
80.55
CONC.SLAB76.34
SEE SHEET CI-1.2 FOR DETAILED GRADING
76.63 77.05
77.50
TOW
76.65
79.40
79.40
DOW
N
DOW
N
77.45
PROPOSED HYDRANT #17
WITH 6" CLDI GATE VALVE & BOX
REPLACE EX LIGHT POLE BASE
AND PLACE NEW LIGHT POLE
TO MATCH VAMC STANDARDS
SAWCUT EX SIDEWALK
REPAIR AS NEEDD
NEW CONCRETE STEPS
W/ HANDRAILS EACH SIDE
4 RISERS
REPLACE REMOVED CONCRETE
RAMP TO MATCH EX TO NEW GRADE.
REPLACE ANY BOLLARDS DAMAGED
DURING THE WORK
PR LIGHT POLE AND BASE
CONCRETE ENCASED DUCT BANK,
WITH 30" MINIMUM COVER REPORTED.
(MEDICAL GAS)
PR CB 23F
PR ROADWAY CB 23B
PR SAN MH 6
PR SAN MH 4B
PR CB 23E
PR ROADWAY CB 23DPR EMH
PR ROADWAY CB 23C
PR DMH 1
PR SAN MH 4C
PR SAN MH 30A
TO SERVE MRI EXPANSION
PR DMH 2
SED
SED
SED
SED
SED
SED
SED
SIGN 4
SIGN:HOSPITAL STAFF ONLY
BEYOND THIS POINT
S10
S11
S11
END PR GRANITE CURB
PR GRANITE CURB
END PR GRANITE CURB
PR GRANITE CURB
PR SIDEWALK
79.50S
S
S
S
SAN MH #3 - RIM EL: 72.58
SAN MH-30 - RIM EL. 77.09
SAN MH 4
CB - RIM EL. 78.2*
E MH - RIM EL. 78.1*
MH - RIM EL. 79.0*
DMH - RIM EL. 82.4*
DMH - RIM EL. 78.9*
CB - RIM EL. 8.7*
SAN MH 4 - RIM EL. 74.02
D
D
07-23-2021 EC TJI/LD
CS-2.0
RGB Project Number: 6515
109876541 2 3
109876541 2
F
E
D
C
B
A
F
E
D
C
B
FULLY SPRINKLERED
A
VA FORM 08 - 6231
Providence, Rhode Island
Date:Revisions:
Project Director
CONSULTANTS STAMPARCHITECT Phase
U.S. Department of Veterans Affairs
Management and Facilities Construction
Office of
Approved:
Drawing Title
DrawnCheckedIssue Date
Location
Project Title
Drawing Number
Building Number
Project Number
Kalin Associates, Inc.
1121 Washington Street, West Newton, MA 02465 T: 617-964-5477 Web: http://www.Kalinassociates.com
Nelco Worldwide 415 Spook Rock Road, Suffern, NY 10901 T: 845-777-2003 Web: https://www.nelcoworldwide.com
Cavanaugh Tocci Associates, Inc.
327F Boston Post Road, Sudbury, MA 01776 T: 978-443-7871 Web: http://www.cavtocci.com
50 Holden Street Providence, RI 02908
Architecture · Project Management · Interior Design
T: 401-272-1730 F: 401-273-7156 E-mail: rgbinfo@rgb.net
Building 1-B Gardner & Gerrish Landscape Architects, LLC.
151 Broadway, Providence, RI 02903 T: 401-263-3784 Web: https://www.gardner-gerrish.com
Construction Cost Engineering of Boston 156 Tilden Road Marshfield MA 02050 T: 781-837-3882 Web: http://c2eboston.com
Paul B. Aldinger & Associates, Inc.
860 A Waterman Avenue, East Providence, RI 02914 T: 401-435-5570 Web: https://www.pba-engr.com
Fitzemeyer & Tocci Associates, Inc.
300 Unicorn Park Dr. Woburn, MA 01801 T: 781-481-0210 Web: https://f-t.com
C.A. Pretzer Associates, Inc.
50 Freeway Drive, Cranston, RI 02920 T: 401-785-2690 Web: https://www.capretzer.com
Narragansett Engineering, Inc.
3102 E Main Rd, Portsmouth, RI 02871 T: 401-683-6630 Web: https://www.nei-cds.com
VAMC Providence Expand and Renovate Space for New MRI
650-345
The Robinson Green Beretta Corporation ISSUED
FOR CONSTRUCTION
PROPOSED SITE PLAN
SOUTH
CS-2.0 Scale:
PROPOSED SITE PLAN - SOUTH
PROPOSED PAVING
PROPOSED CONCRETE
HATCH LEGEND
S E
E M
A
TC
H
LI
N E
S H
E E
T C
S -2
.1
PROJECT
NORTH
NORTH
5030150 2010
C2
B-WING
C1
S-WING
A-WING
E-WING
BUILDING #1
not to scale
BUILDING #1 KEY PLAN PROJECT
NORTH
NORTH
MRI
ADDITION
S6
GENERAL PLAN NOTES:
1. THESE ARE GENERAL PLAN NOTES AND SOME NOTES MAY NOT APPLY TO
THIS SHEET.
2. COORDINATE ALL NEW WORK W/ CIVIL, STRUCTURAL, PLUMBING,
MECHANICAL, ELECTRICAL, AND / OR OTHER DRAWINGS. NOTIFY NEI OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH WORK.
PROPOSED SITE PLAN NOTES:
S1. MODIFY EXISTING FENCE, ADD ACCESS GATE AND CONCRETE PAD FOR
GREASE TANK, RELOCATE EX GREASE TANK TO NEW CONCRETE PAD.
S2. ALL PROPOSED CURB REPLACEMENT TO BE GRANITE CURB.
S3. NEW PAVEMENT SHALL MACTH EXISTING IN ELEVATION AND SLOPE, WITH
CLEAN SAWCUT EDGES.
S4. ALL EXISTING STRUCTURE TOPS IN AREA OF NEW PAVEMENT TO REQUIRE
TOPS TO BE RESET TO MATCH NEW LINE AND GRADE.
S5. LOWER ELEVATION OF MED/GAS DUCT BANK, COORDINATE WORK WITH
ARCH/MEP/ VA REQUIREMENTS FOR CONTINUOUS USE.
S6. CURB FLUSH WITH MRI PAD AND WALKWAY - EL. 76.345.
S7. GRANITE CURB TO SEPARATE WALKWAY FROM MRI PAD. CURB REVEAL TO
VARY BASED ON WALKWAY ELEVATION CHANGE. CURB /
WALKWAY / ROADWAY FLUSH AT PEDESTRIAN CROSSING AND AT NOTE .
S.8 - JOINT IN UNREINFORCED 10" CONCRETE SLAB FOR MRI UNIT. JOINTS CUT
4" DEEP W/ ELASTOMER JOINT SEALER. SLABS JOINED WITH FIBER DOWELS
SET 5" DEEP W/ NON-METAL SUPPORTS.
S.9- SLOPE CONCRETE AWARE FORM DOOR SILLS AND TOWARD THE EAST.
WATER TO DRAIN TO STREET GUTTER.
S.10 FOR MRI TRUCK TURNING RADIUS VIEW & MRI PAD
S.11 ADD RAILING TO TOP OF EXISTING CONCRETE WALL TO MIN 42" HEIGHT.
CARRY CONSISTENT GUARDRAIL HEIGHT AROUND INTO NEW WORK.
S.12 NEW HEADWALL REQUIRED FOR STORMWATER OUTFALL.
S.13 REPLACE CONCRETE WALKWAY AND STAIRS REMOVED FOR DRAINAGE
LINE INSTALLATION.
S.14 ALL PROPOSED CURBING WORK TO BE GRANITE UNLESS SPECIFICALLY
NOTED AS CONCRETE.
S.15 ALL STRUCTURE COVERS (MH & CB) WITHIN DISTURBED AREAS ARE TO BE
RESET TO NEW LINE AND GRADE OF THE FINISHED WORK.
S.16 ALL PAVEMENT MARKINGS PER RIDOT TRAFFIC DESIGN MANUAL CHAPTER
2.0 PAVEMENT MARKINGS.
EXISTING UTILITIES PLAN NOTES:
EU1. EXISTING MEDICAL GAS TANK AREA WILL BE SUBJECT TO PERIODIC
DELIVERIES FROM SUPPLIERS. CONTRACTOR TO PROVIDE ACCESS AT ALL
TIMES UNLESS ACCESS OUTAGES ARE COORDINATED WITH VAMC PROJECT
MANAGER
CI-1.3
NEW CONCRETE STEPS
WITH HANDRAILS ON EACH
SIDE AND AROUND PLATFORM
6 RISERS
6" CONCRETE PAD
WITH 10" BASE FOR GREASE
(SIZE TO BE DETERMINED)
PR STANDARD BOLLARD,TYP. SEE DETAIL
S1
CONNECT WALL DRAIN TO DMH-1
WALL DRAIN
DISCHARGE AT GRADE
THRU WALL
FINISH ALL EXPOSED CONCRETE WALLS
IN THIS AREA W/ SOLID CONCRETE STAIN,
COLORS APPROVED BY V.A. P.M.
SEE DETAIL FOR ENLARGED
RAMP / STAIR
PLAN
CI-1.2
SEE DETAIL FOR WALL DETAIL
CI-1.3
SEE DETAIL FOR MRI TRUCK TURNING
RADIUS VIEW & MRI PAD
CI-1.3
PR RETAINING WALL
SLAB EL. 80.50
TOW EL. 80.50
BOW EL. - MATCH EX GRADE
CU-7.1
PR REMOVABLE BOLLARD,TYP. SEE DETAIL2
CU-7.1
PR STANDARD BOLLARD,TYP. SEE DETAIL1
CU-7.1
SEE DETAIL FOR RETAINING WALL DETAIL
CI-1.1
SEE DETAIL FOR RETAINING WALL DETAIL
CI-1.3
CI-1.1
CI-1.1
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
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D
LOD / SED
LOD / SED
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D
LOD / SED
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LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
E
E
56.0*
63.5*
57.2*
CONCRETE WALKE MH - RIM EL. 65.0
R
EL
O C
AT
ED
VA
S
IG
N
S13
S12
END PR GRANITE CURB
55.5
57.50
5.5'
10'
6'
20'
25'
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
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LOD / SED
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LOD / SED
LOD / SED
LOD / SED
LOD / SED
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/ SED
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LO
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/ SED
LO
D
/ SED
LO
D
/ SED
LO
D
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D
/ SED
LO
D
/ SED
LOD / SED
LOD / S
ED
LOD / S
ED
LO
D
/ S E
D
LO
D / S
E D
LO
D
/ S
ED
LO
D
/ SED
LO
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/ SED
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LOD / SED
LOD / SED
LOD / SED
LOD / SEDLOD / SED
LOD / SED
LOD / SED
LOD / SED
SED
SED
SED
SED
SED
SED
SED
SED
SED
SED
SED
SED
SED
SED
SE
D
SE
D
SE
D
W (R
W (R
W (R
W (R)
W (R)
W (R)
W (R)
W V
W V
W (R
W (R
W (R
W (R
W (R
W (R
W (R)
W (R)
EX PARKING GARAGE
SAN (S)
SAN (S)
SAN (S)
79.50
DOOR SILL
LOWER DOOR SIL
STEEL LANDING
81.09
CONC.SLAB
GW (R)
G W
(R
COMM (R)
COMM (R)
HVAC UNIT
HVAC U
NIT
HVAC U
NIT SI
G N
E
D
E
S
E
E
S
S
71.87
PAVEMENT
74.05
CONC.SLAB
72.39
TOC
72.06
BOC SHELF
72.04
EOC SHELF
72.05
BOC
72.06
BOC
72.40
TOC
72.59
BSW
74.01
OG
73.82
OG.EOP
75.27
CONC.SLAB
62.36
PAVEMENT
63.28
PAVEMENT
72.44
80.0*
78.1*
72.5*
CONCRETE WALK
C O
N C
R
ETE W
ALK
CO
NC
RE
TE
W
AL
K
C O
N C
R
ET
E W
A
LK
AR
M
Y
RO
AD
EX FENCE
ENCLOSURE
CONCRETE
P
AD
BOLLARDS
78.77
TOW
76.66
TOW
77.42
TOW
78.35
TOW
76.36
79.17
TOW
80.00
TOW
79.48
79.30
78.00
79.48
72.40
73.00
73.65
75.00
75.00
75.75
75.85
E MH - RIM EL. 78.34
(RAISED)
E MH - RIM EL. 65.0
E MH - RIM EL. 81.8*
(RAISED)
E MH - RIM EL. 80.19
80.55
CONC.SLAB
77.05
77.50
TOW
79.40
SAWCUT EX SIDEWALK
REPAIR AS NEEDD
PR GRANITE CURB
PR LIGHT POLE AND BASE
R
EL
O C
AT
ED
VA
S
IG
N
PR ROADWAY CB 23B
PR SAN MH 4B
PR DMH 4
PR DMH 3PR ROADWAY CB 23C
SED
SED
SED
SED
SED
S11
PR GRANITE CURB
PR GRANITE CURB
79.50
S
END PR GRANITE CURB
END PR GRANITE CURB
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IPIP
IP
IP
IP
IP
IP
CB - RIM EL.62.58*
D MH - RIM EL.63.94*
CB - RIM EL.63.97*
CB 13B
INSTALL NEW TOP & GRATE
SAN MH 5
CB-23A
SAN MH 4
SAN MH 6
CB 13
INSTALL NEW TOP & GRATE
CB 13B - RIM EL. 69.68
SAN MH 5
RIM EL. 74.76
CB-23A - RIM EL. 71.21
SAN MH 4 - RIM EL. 74.02
SAN MH 6 - RIM EL. 76.36
CB-13 - RIM EL.63.74
CB - RIM EL.62.58*
D MH - RIM EL.63.94*
CB - RIM EL.63.97*
D
D
PR GRANITE CURB
5'
6'
6.
5'
W (R
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IPIP
IP
IP
IP
IP
IP
D
D
PROPOSED SITE PLAN
NORTH
CS-2.1 Scale:
PROPOSED SITE PLAN - NORTH
07-23-2021 EC TJI/LD
CS-2.1
RGB Project Number: 6515
109876541 2 3
109876541 2
F
E
D
C
B
A
F
E
D
C
B
FULLY SPRINKLERED
A
VA FORM 08 - 6231
Providence, Rhode Island
Date:Revisions:
Project Director
CONSULTANTS STAMPARCHITECT Phase
U.S. Department of Veterans Affairs
Management and Facilities Construction
Office of
Approved:
Drawing Title
DrawnCheckedIssue Date
Location
Project Title
Drawing Number
Building Number
Project Number
Kalin Associates, Inc.
1121 Washington Street, West Newton, MA 02465 T: 617-964-5477 Web: http://www.Kalinassociates.com
Nelco Worldwide 415 Spook Rock Road, Suffern, NY 10901 T: 845-777-2003 Web: https://www.nelcoworldwide.com
Cavanaugh Tocci Associates, Inc.
327F Boston Post Road, Sudbury, MA 01776 T: 978-443-7871 Web: http://www.cavtocci.com
50 Holden Street Providence, RI 02908
Architecture · Project Management · Interior Design
T: 401-272-1730 F: 401-273-7156 E-mail: rgbinfo@rgb.net
Building 1-B Gardner & Gerrish Landscape Architects, LLC.
151 Broadway, Providence, RI 02903 T: 401-263-3784 Web: https://www.gardner-gerrish.com
Construction Cost Engineering of Boston 156 Tilden Road Marshfield MA 02050 T: 781-837-3882 Web: http://c2eboston.com
Paul B. Aldinger & Associates, Inc.
860 A Waterman Avenue, East Providence, RI 02914 T: 401-435-5570 Web: https://www.pba-engr.com
Fitzemeyer & Tocci Associates, Inc.
300 Unicorn Park Dr. Woburn, MA 01801 T: 781-481-0210 Web: https://f-t.com
C.A. Pretzer Associates, Inc.
50 Freeway Drive, Cranston, RI 02920 T: 401-785-2690 Web: https://www.capretzer.com
Narragansett Engineering, Inc.
3102 E Main Rd, Portsmouth, RI 02871 T: 401-683-6630 Web: https://www.nei-cds.com
VAMC Providence Expand and Renovate Space for New MRI
650-345
The Robinson Green Beretta Corporation
ISSUED
FOR CONSTRUCTION
PROPOSED PAVING
PROPOSED CONCRETE
S6
GENERAL PLAN NOTES:
1. THESE ARE GENERAL PLAN NOTES AND SOME NOTES MAY NOT APPLY TO
THIS SHEET.
2. COORDINATE ALL NEW WORK W/ CIVIL, STRUCTURAL, PLUMBING,
MECHANICAL, ELECTRICAL, AND / OR OTHER DRAWINGS. NOTIFY NEI OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH WORK.
PROPOSED SITE PLAN NOTES:
S1. MODIFY EXISTING FENCE, ADD ACCESS GATE AND CONCRETE PAD FOR
GREASE TANK, RELOCATE EX GREASE TANK TO NEW CONCRETE PAD.
S2. ALL PROPOSED CURB REPLACEMENT TO BE GRANITE CURB.
S3. NEW PAVEMENT SHALL MACTH EXISTING IN ELEVATION AND SLOPE, WITH
CLEAN SAWCUT EDGES.
S4. ALL EXISTING STRUCTURE TOPS IN AREA OF NEW PAVEMENT TO REQUIRE
TOPS TO BE RESET TO MATCH NEW LINE AND GRADE.
S5. LOWER ELEVATION OF MED/GAS DUCT BANK, COORDINATE WORK WITH
ARCH/MEP/ VA REQUIREMENTS FOR CONTINUOUS USE.
S6. CURB FLUSH WITH MRI PAD AND WALKWAY - EL. 76.345.
S7. GRANITE CURB TO SEPARATE WALKWAY FROM MRI PAD. CURB REVEAL TO
VARY BASED ON WALKWAY ELEVATION CHANGE. CURB /
WALKWAY / ROADWAY FLUSH AT PEDESTRIAN CROSSING AND AT NOTE .
S.8 - JOINT IN UNREINFORCED 10" CONCRETE SLAB FOR MRI UNIT. JOINTS CUT
4" DEEP W/ ELASTOMER JOINT SEALER. SLABS JOINED WITH FIBER DOWELS
SET 5" DEEP W/ NON-METAL SUPPORTS.
S.9- SLOPE CONCRETE AWARE FORM DOOR SILLS AND TOWARD THE EAST.
WATER TO DRAIN TO STREET GUTTER.
S.10 FOR MRI TRUCK TURNING RADIUS VIEW & MRI PAD
S.11 ADD RAILING TO TOP OF EXISTING CONCRETE WALL TO MIN 42" HEIGHT.
CARRY CONSISTENT GUARDRAIL HEIGHT AROUND INTO NEW WORK.
S.12 NEW HEADWALL REQUIRED FOR STORMWATER OUTFALL.
S.13 REPLACE CONCRETE WALKWAY AND STAIRS REMOVED FOR DRAINAGE
LINE INSTALLATION.
S.14 ALL PROPOSED CURBING WORK TO BE GRANITE UNLESS SPECIFICALLY
NOTED AS CONCRETE.
S.15 ALL STRUCTURE COVERS (MH & CB) WITHIN DISTURBED AREAS ARE TO BE
RESET TO NEW LINE AND GRADE OF THE FINISHED WORK.
S.16 ALL PAVEMENT MARKINGS PER RIDOT TRAFFIC DESIGN MANUAL CHAPTER
2.0 PAVEMENT MARKINGS.
EXISTING UTILITIES PLAN NOTES:
EU1. EXISTING MEDICAL GAS TANK AREA WILL BE SUBJECT TO PERIODIC
DELIVERIES FROM SUPPLIERS. CONTRACTOR TO PROVIDE ACCESS AT ALL
TIMES UNLESS ACCESS OUTAGES ARE COORDINATED WITH VAMC PROJECT
MANAGER
CI-1.3
HATCH LEGEND
S E
E M
A
TC
H
LI
N E
S H
E E
T C
S -2
.0
SEE MATCHLINE THIS SHEET, 2/CS-2.1
SEE MATCHLINE THIS SHEET, 1/CS-2.1
PROJECT
NORTH
NORTH
5030150 2010
C2
B-WING
C1
S-WING
A-WING
E-WING
BUILDING #1
not to scale
BUILDING #1 KEY PLAN PROJECT
NORTH
NORTH
MRI
ADDITION
SEE DETAIL FOR SEAT WALL
CI-1.3
CS-2.1 Scale:
PROPOSED SITE PLAN - NORTHEAST
PROJECT
NORTH
NORTH
5030150 2010
(2) SIGN LIGHTS
24" HIGH WING WALLS
48" HIGH SIGN WALL
LETTERING AND LOGO
SIZE TO BE DETERMINED
18" HIGH
SEAT WALLS
PERMEABLE PAVERS
TYPE C
PERMEABLE PAVERS
TYPE B
MULCH
PERMEABLE PAVERS
TYPE A
PR GRANITE CURB
PR GRANITE CURB
CS-2.1 Scale:
PROPOSED SITE PLAN DETAIL - TRAFFIC ISLAND
PROJECT
NORTH
NORTH
5030150 2010
R10'-4"
R12'-4"
R15'-4"
R23'-6"
100' FLAGPOLE WITH NEW 10' SQUARE & 10' DEEP FOUNDATION
DESIGNED BY SUPPLIER WITH RI PE STAMPED DRAWINGS,
W/ (3) SPOT LIGHTS, EQUALLY SPACED, TO ILLUMINATE FLAG.
11'-11 4"
23'-93 4"
ALIGN
SEE DETAIL FOR FLAGPOLE BASE
CI-1.3
PERMEABLE PAVERS
TYPE A
SEE DETAIL FOR PAVER DETAILS
LP-1.1 AND MINIMUM
BASE THICKNESS
UNDER PAVERS
29'-31 2"
R5'
R10'
R10'
25'
20'
10'-6"
R11"
PR GRANITE CURB
SEE DETAIL FOR CULTEC INSPECTION PORT, TYP.
CU-5.0
SEE DETAIL FOR FLAGPOLE / TRAFFIC ISLAND
CS-2.1
EXISTING ABANDONED
ELECTRICAL DUCT BANK
DN
UP
UP
UP
1:13 MAX
EXPAND AND RENOVATE
SPACE FOR NEW MRI
7,839 SQ.FT. AT GRADE
PIV
RESET EXISTING BOLLARDS
6" Ø CLDI PIPE
8" Ø CLDI PIPE
EX GRANITE CURB
EX GRANITE CURB
W (R) W (R) W (R) W (R)
W (R
W (R
W (R
W (R
W
VWV
W (R
W
(R
W (R
W
(R
W (R
W (R)
W
(R) W
(P
10" Ø CLDI PIPE
END OF PROPOSED WATERLINE REPLACEMENT
W (P
W (P
W (P) W (P) W (P) W (P) W (P) W (P) W (P) W (P) W (P) W (P) W (P)
W (P
W (P
E
EX. FIRE DEPT. SPRINKLER CONNECTION
W/ SPLASH BLOCK BELOW
EXTERNAL HOSE BIB FOR
CONTRACTOR WATER SUPPLY
EX BUILDING 1
E WING
EX BUILDING 1
B WING
LINE OF BRICK ABOVE
LINE OF BUILDING AT GRADE
SD (R) SD (R) SD (R) SD (R) SD (R) SD (R) SD (R) SD (R)
SD (R
SD (R)
NEW MED GAS
DUCT ALONGSIDE
OF EXISTING
SAN (R)
SAN (R)
SAN (R)
SAN (R) SAN (R) SAN (R) SAN (R) SAN (R) SAN (R) SAN (R) SAN (R) SAN (R) SAN (R)
S A
N (R
SAN (R
SAN (R
SAN (R
SAN (R)
SAN (R
SAN (R
SAN (R
SAN (R
SA
N (R
SA
N (R
SA
N (R
SAN (R
SAN (R
SAN (R
SAN (R
SAN (R
CO
SAN (P)
SAN (P)
SAN (P)
CONNECT CLEANOUT
TO EXISTING SEWER
LINE, TYPICAL.
CO
CO
CO
COCO
S A
N (P
RECONNECT CB 25 TOP
TO OFFSET GRATE INLET
TO ALLOW FOR
STRAIGHT SIDEWALK
S A
N (P
SAN (P)
SAN (P)
SAN (P)
SAN (P)
SAN (P)
COORDINATE PR SANITARY
WITH M.E.P .DWG
SAN (P)
SAN (P)
SAN (P)
SAN (P)
SAN (P)
SAN (P)
SAN (P)
SAN (P)
SAN (P)
SAN (P)
SAN (P)
SAN (P)
SAN (P)
SAN (P)
SAN (P)
SAN (P)
SAN (P)
SAN (P)
SAN (P) SA
N
(P
GW (R)
GW (R)
G W
(R
GW (R)
GW (R)
G W
(R
GAS (S) GAS (S) GAS (S) GAS (S) GAS (S) GAS (S) GAS (S) GAS (S) GAS (S) GAS (S) GAS (S)
GAS (S)
GAS (S)
GAS (S)
GAS (S)
GAS (S)
GAS (S)
GAS (S)
GAS (S)
HVAC UNIT
HVAC U
NIT
HVAC U
NIT
E E
E E
E E
E E
E E
ELEC (R) ELEC (R)
ELEC (R) ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R)
ELE
C (R
ELE
C (R
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R)
ELEC (R)
ELEC (R)
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
ELEC
(R
ELEC
(R
ELEC
(R
ELEC
(R
ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R)
ELEC (R)
ELEC (R) ELE
C (R
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R) ELEC (R)
ELEC (R
ELEC (R)
ELEC. CONDUIT ON BUILDING
E
LE
C (R
ELEC (R)
ELEC (R)
ELEC (R) ELEC (R) ELEC (R) ELEC (R)
ELE
C (R
ELE
C (R
ELE
C (R
ELE
C (R
ELE
C (R
ELEC (P) ELEC (P) ELEC (P) ELEC (P) ELEC (P) ELEC (P)
PROPOSED CONCRETE ENCASED DUCT
BANK EXTENDED TO PR MRI ELEC. ROOM
COORDINATE W/ MEP FOR LOCATION/ SIZING
PR HIGH VOLTAGE DUCT BANK
COORDINATE WITH MEP DRAWINGS
E
LE
C (P
E
LE
C
(P
E
LE
C (P
E
LE
C
(P
PR ELECTRIC
UTILITY VAULT
RESTORATION OF EXISTING (DEMOLISHED)
ELECTRIC SERVICES WITHIN MRI FOOTPRINT
COORDINATE WITH M.E.P & ARCHITECT
RESTORATION OF EX (DEMO'D)
ELECTRIC SERVICES WITHIN MRI FOOTPRINT
COORDINATE WITH M.E.P & ARCHITECT
1:20 M A
X
1:20 MAX
1:20 M A
X
1:20 M A
X
E
S
S
S
S
D
D
U
EX RETAINING WALL
CONCRETE WALK
ARMED FORCES BLVD
BENCHMARK #2
NEI DISK - EL. 79.77
BENCHMARK #1
NEI DISK - EL. 80.20
EX FENCE
ENCLOSURE
MEDICAL GAS AREA
CONCRETE
P
AD
BOLLARDS
EU1
ELEC (P)
ELEC (P)
TEMP CHILLER
WITH CONC. PAD
AND FENCE
SEE M.E.P
ELE
C (P
RETURN CHILLER PIPING TO
GROUND LEVEL, SEE M.E.P
SEND TEMP CHILLER
PIPING OVERHEAD
SEE M.E.P
76.45
DOW
N
DOW
N
12' 7'-7"
CONCRETE ENCASED
ELECTRICAL DUCK BANK,
TYPICAL.
EXISTING CONCRETE ENCASED
ELECTRICAL DUCT BANK
SD (P)
SD (P)
SD (P)
SD (P)
SD (P)
SD (P)
SD (P)
SD (P)
S D
(P) S
D (P)
S D
(P) S
D (P)
S D
(P)
S D
(P
S D
(P
S D
(P
S D
(P
SD (P
SD (P
SD (P)
SD (P)
SD (P)
SD (P)
SD (P)
SD (P)
SD (P)
(E)
(D) (C) (B)
(A)
(I)
(B)
(A)
(A)
SEE MEP DRAWINGS
FOR PIPE AND CLEANOUT
SPECIFICATIONS
(B)
(A)
(B)(A)
(B)
(A) (C)
(B)
(A) (C)
SD
(P)
SD (P
(A)
S D
(P
(D)
(D)
(C)
(B)
(A)
(I) (B)
(A)
(B)
(A)
(G)
(F)
(E)
(C) & (D)
PROPOSED HYDRANT #17
WITH 6" CLDI GATE VALVE & BOX
REPLACE EX LIGHT POLE BASE
AND PLACE NEW LIGHT POLE
TO MATCH VAMC STANDARDS
SAWCUT EX SIDEWALK
REPAIR AS NEEDD
ADD NEW CONCRETE STEPS
AS REQUIRED
W/ HANDRAILS EACH SIDE
REPLACE REMOVED CONCRETE
RAMP TO MATCH EX TO NEW GRADE.
REPLACE ANY BOLLARDS DAMAGED
DURING THE WORK
PR LIGHT POLE AND BASE
CONCRETE ENCASED DUCT BANK,
WITH 30" MINIMUM COVER REPORTED.
(MEDICAL GAS)
PR CB 23F
PR ROADWAY CB 23B
PR SAN MH 6
PR SAN MH 4B
PR CB 23E
PR ROADWAY CB 23DPR EMH
PR ROADWAY CB 23C
PR DMH 1
PR SAN MH 4C
PR SAN MH 30A
TO SERVE MRI EXPANSION
PR DMH 2
END PR GRANITE CURB
PR GRANITE CURB
END PR GRANITE CURB
PR GRANITE CURB
PR SIDEWALK
NEW 18"Ø N12 STORMWATER PIPING
USE MAXIMUM JOINT DEFLECTION
ALLOWED BY MANUFACTURER TO
ROUTE PIPING AS NEEDED
S
S
S
S
4" Ø CLDI PIPE
SAN MH #3 - RIM EL: 72.58
SAN MH-30 - RIM EL. 77.09
SAN MH 4
CB - RIM EL. 78.2*
E MH - RIM EL. 78.1*
MH - RIM EL. 79.0*
DMH - RIM EL. 82.4*
DMH - RIM EL. 78.9*
CB - RIM EL. 8.7*
SAN MH 4 - RIM EL. 74.02
D
D
07-23-2021 EC TJI/LD
CU-3.0
RGB Project Number: 6515
109876541 2 3
109876541 2
F
E
D
C
B
A
F
E
D
C
B
FULLY SPRINKLERED
A
VA FORM 08 - 6231
Providence, Rhode Island
Date:Revisions:
Project Director
CONSULTANTS STAMPARCHITECT Phase
U.S. Department of Veterans Affairs
Management and Facilities Construction
Office of
Approved:
Drawing Title
DrawnCheckedIssue Date
Location
Project Title
Drawing Number
Building Number
Project Number
Kalin Associates, Inc.
1121 Washington Street, West Newton, MA 02465 T: 617-964-5477 Web: http://www.Kalinassociates.com
Nelco Worldwide 415 Spook Rock Road, Suffern, NY 10901 T: 845-777-2003 Web: https://www.nelcoworldwide.com
Cavanaugh Tocci Associates, Inc.
327F Boston Post Road, Sudbury, MA 01776 T: 978-443-7871 Web: http://www.cavtocci.com
50 Holden Street Providence, RI 02908
Architecture · Project Management · Interior Design
T: 401-272-1730 F: 401-273-7156 E-mail: rgbinfo@rgb.net
Building 1-B Gardner & Gerrish Landscape Architects, LLC.
151 Broadway, Providence, RI 02903 T: 401-263-3784 Web: https://www.gardner-gerrish.com
Construction Cost Engineering of Boston 156 Tilden Road Marshfield MA 02050 T: 781-837-3882 Web: http://c2eboston.com
Paul B. Aldinger & Associates, Inc.
860 A Waterman Avenue, East Providence, RI 02914 T: 401-435-5570 Web: https://www.pba-engr.com
Fitzemeyer & Tocci Associates, Inc.
300 Unicorn Park Dr. Woburn, MA 01801 T: 781-481-0210 Web: https://f-t.com
C.A. Pretzer Associates, Inc.
50 Freeway Drive, Cranston, RI 02920 T: 401-785-2690 Web: https://www.capretzer.com
Narragansett Engineering, Inc.
3102 E Main Rd, Portsmouth, RI 02871 T: 401-683-6630 Web: https://www.nei-cds.com
VAMC Providence Expand and Renovate Space for New MRI
650-345
The Robinson Green Beretta Corporation
ISSUED
FOR CONSTRUCTION
PROPOSED UTILITIES PLAN
SOUTH
CU-3.0 Scale:
PROPOSED UTILTIES PLAN - SOUTH
GENERAL PLAN NOTES:
1. THESE ARE GENERAL PLAN NOTES AND SOME NOTES MAY NOT APPLY TO
THIS SHEET.
2. COORDINATE ALL NEW WORK W/ CIVIL, STRUCTURAL, PLUMBING,
MECHANICAL, ELECTRICAL, AND / OR OTHER DRAWINGS. NOTIFY NEI OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH WORK.
PROPOSED UTILITIES PLAN NOTES:
PU1. ALL EXISTING STRUCTURE TOPS IN AREA OF NEW PAVEMENT TO REQUIRE
TOPS TO BE RESET TO MATCH NEW LINE AND GRADE.
PU2. ALL NEW STRUCTURE TOPS TO BE SET TO MATCH NEW LINE AND GRADE.
PU3. CONTRACTOR TO COORDINATE ELEVATIONS OF EXISTING LATERAL
EXTENSIONS INTO SAN MH 4C. SOME PIPES WILL NEED TO BE STACKED.
MINIMUM INLET ELEVATION = 72.20
PU4. NEW CB-23A REQUIRED
PU5. ADJUST SLOPE OF NEW LINE AS NEEDED TO CLEAR EXISTING
UNDERGROUND UTILITIES.
PU6. ADJUST HEADWALL LOCATION AS NEEDED FOR PROPER INVERT
DISCHARGE LEVEL FOR DRAINAGE PIPING.
PU7. PLUNGE POOL, 9" THICK D50 RIP-RAP, WITH GEOTEXTILE UNDERLAYMENT.
SEE DETAIL
PU8. NO TRENCHING BE LEFT OPEN OVERNIGHT. BACKFILL ALL TRENCHES OR
TEMP PLATE COVER OVERNIGHT. TEMP FENCE WORK AREA WHILE WORK IS
UNDERWAY.
PU9. INVERT SILTED CONTRACTOR TO VERIFY.
PU10. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSE
WORK, THE LOCATION, ELEVATION, SIZE OF UTILITY SHALL BE ACCURATELY
DETERMINED WITHOUT DELAY BY THE CONTRACTOR AND THE INFORMATION
FURNISHED TO THE ENGINEER OF RECORD FOR RESOLUTION.
PU11. DURING CONSTRUCTION OPERATION CONTRACTOR SHALL PROTECT
EXISTING UTILITIES BY PROVIDING TEMPORARY SUPPORTS OR SHEETING AS
REQUIRED AT NO ADDITIONAL COST TO THE OWNER.
PU12. EXCAVATION REQUIRED WITHIN THE IMMEDIATE PROXIMITY OF EXISTING
UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY
DAMAGE TO EXISTING UTILITY LINES, STRUCTURES INCURRED DURING
CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER
PU13. FOR STORMWATER / DRAINAGE / SANITARY SEWER LINES WITHIN 10' OF
EXISTING OR PROPOSED WATER, SANITARY CROSSING NOTES APPLY.
PU14. MANHOLE TO BE CUT INTO EXISTING SANITARY LINE. INVERTS
CONTROLLED BY EXISTING PIPING.
PU15. RELOCATE ELECTRIC LINE AS REQUIRED FOR UTILITY INSTALLATION.
PU16. INSTALL 4' GROUT COLLAR AROUND PIPING TO PREVENT STORMWATER
MIGRATION ALONG PIPE TRENCH.5
CI-1.3
PROPOSED PAVING
PROPOSED CONCRETE
HATCH LEGEND
S E
E M
A
TC
H
LI
N E
S H
E E
T C
U -3
.1
PROJECT
NORTH
NORTH
5030150 2010
C2
B-WING
C1
S-WING
A-WING
E-WING
BUILDING #1
not to scale
BUILDING #1 KEY PLAN PROJECT
NORTH
NORTH
MRI
ADDITION
SAN MH 3
RIM EL 72.58
INV EL (18" VC) 59.06 INVERT IN
INV EL (18" VC) 51.35 INVERT OUT
PR SAN MH 4C
RIM EL 77.50
INV A (8" VC) (PU3) 74.10 INVERT IN
INV B (8" VC) (PU3) 74.10 INVERT IN
INV C (8"VC) (PU3) 74.10 INVERT IN
INV D (4" PVC) (PU3) 74.10 INVERT IN
INV E (6" VC) (PU3) 74.10 INVERT IN
INV F (UNKNOWN) (PU3) 74.10 INVERT IN
INV I (12" PVC) 72.10 INVERT OUT
PR SAN MH 4B
RIM EL 76.10
INV A (12" PVC) 70.10 INVERT IN
INV B (12" PVC) 70.07 INVERT OUT
SAN MH 4
RIM EL 74.28
INV C (8"PVC) ABOVE 70.22 INVERT IN
INV D (8" PVC) BELOW 61.62 INVERT IN
INV E (12" PVC) 61.72 INVERT IN
INV F (18" VC) 60.87 INVERT IN
INV G (18"VC) 60.72 INVERT OUT
INV I (12" PVC) 68.00 INVERT IN
SAN MH 5
RIM EL 74.76
INV A (18"PVC) 69.51 INVERT IN
INV B (18"RCP) 69.46 INVERT IN
INV C (18"VC) 69.41 INVERT OUT
INV D (8" VC) 70.81 INVERT IN
SAN MH 6
RIM EL 76.36
INV A 69.76 INVERT IN
INV B 69.66 INVERT OUT
SAN MH 30
RIM 77.09
INV A (8" PVC) 71.64 INVERT IN
INV B (8" PVC) 71.59 INVERT OUT
PR SAN MH 30A
(TRAFFIC RATED COVER)
RIM 76.30
INV A (8" PVC) (PU14) 71.01 INVERT IN
INV B (8" PVC) 71.10 INVERT IN
INV C (8" PVC) (PU14) 71.02 INVERT OUT
CB 23
RIM 71.21
TOP OF HOOD 67.60 INVERT OUT
PR DMH 1 - 5'Ø
RIM EL 77.29
INV A (12" PVC) 74.00 INVERT IN
INV B (12" PVC) 74.00 INVERT IN
INV C (18" N12) 67.62 INVERT OUT
PR DMH 2 - 5'Ø
RIM EL 75.45
INV A (18" N12) 67.00 INVERT IN
INV B (18" N12) 67.00 INVERT OUT
PR DMH 3 - 6'Ø
RIM EL 72.00
INV A (18" N12) 66.63 INVERT IN
INV B (18" N12) 66.63 INVERT IN
INV C (18" N12) 62.00 INVERT OUT
INV D (18" N12) 63.50 INVERT OUT
3" ORIFICE 64.00 OUT TO D
5" ORIFICE 64.00 OUT TO D
WEIR - 3' LONG 65.75 TO D
PR DMH 4 - 6'Ø
RIM EL 71.60
INV A (15" N12) 63.00
INVERT IN
WEIR @ 65.00,
3' LONG
BLOCKING
INV A
INV B (15" N12) 62.00 INVERT OUT
1.2" ORIFICE 64.49 OUT TO 6"
SDR-35 PIPE
CB 23A
RIM EL 71.24
INV A (18" PVC) 67.50 INVERT OUT
PR CB 23B
RIM EL 72.98
INV A (18" N12) 67.18 INVERT IN
INV B (18" N12) 67.18 INVERT IN
INV C (18" N12) 62.00 INVERT OUT
INV D (18" N12)
3' WEIR @ 65.75 65.00 INVERT OUT
PR CB 23C
RIM EL 74.85
INV A (18" N12) 67.32 INVERT IN
INV B (18" N12) 67.32 INVERT OUT
PR CB 23D
RIM EL 75.80
INV A (18" N12) 67.60 INVERT IN
INV B (18" N12) 67.60 INVERT OUT
INV C (12" N12) 67.60 INVERT IN
INV D (10" SDR35) 70.00 INVERT IN
PR CB 23E
RIM EL 76.45
INV C (18" N12) 68.00 INVERT OUT
CB23 F
RIM EL 76.02
INV A (12" N12) 66.60 INVERT OUT
CB 13
RIM EL 63.74
INV A (18" N12) (PU9) 55.69 INVERT OUT
INV B (18" N12) (PU9) 55.69 INVERT IN
INV C (6" N12) (PU9) 59.69 INVERT IN
CB 13A
RIM EL 64.40
INV A (18" N12) 59.10 INVERT IN
INV B (18" N12) 59.10 INVERT OUT
INV C (18" N12)(PU9) 59.00 INVERT OUT
CB 13B
RIM EL 69.68
INV A (18" N12) 63.10 INVERT IN
INV B (18" N12) 63.00 INVERT OUT
INV C (6" VC) (PU9) 64.00 INVERT OUT
PR RETAINING WALL
SLAB EL. 80.50
TOW EL. 80.50
BOW EL. - MATCH EX GRADE
SEE DETAIL FOR RETAINING WALL DETAIL
CI-1.1
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LO
D
/ S E
D
LOD / SED
LOD / SED
LOD / SED
LO
D
/ S E
D
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
LOD / SED
SD (S
SD (S
SD (S
SD (S
SD (S
SD (R
GAS (S)
GAS (S)
GAS (S)
GAS (S)ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC
(R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
EL
EC
(R
EL
EC
(R
EL
EC
(R
) ELEC
(R
ELEC
(R
ELEC
(R
E
E
CONCRETE WALKE MH - RIM EL. 65.0
MAY HAVE BEEN REROUTED TO THIS E MH
ASSUMED REMOVED OR ABANDONED
R
EL
O C
AT
ED
VA
S
IG
N
PU5
PU8
END PR GRANITE CURB
55.5
57.50
SD (P)
SD
(P)
SD
(P)
SD
(P)
SD
(P)
EXISTING ABANDONED
ELECTRICAL DUCT BANK
W (R
W (R
W (R
W (R)
W (R)
W (R)
W (R)
W V
W V
W (R
W (R
W (R
W (R
W (R
W (R
W (R)
W (R)
REFER TO PLAN
"VAMC PROVIDENCE WATER SYSTEM
REPLACEMENT" SHEET C-102 DATED
APRIL 2020 FOR FULL SPECS
10" Ø CLDI PIPE
10" Ø CLDI PIPE
DEMOLISH EX WATERLINE. COORDINATE WORK WITH CAMPUS
WIDE WATERLINE REPLACEMENT PROJECT
IF WORK NOT COMPLETED BY OTHERS PRIOR CONSTRUCTION,
THIS WORK WILL BE PART OF MRI PROJECT.
W (P)
W (P
W (P
W (P
W (P
W (P
W (P
W (P
W (P
W (P
W (P)
W (P)
W (P)
EX PARKING GARAGE
SD (S
SD (S
SD (S
SD (R)
SD
(R
SD
(R
SD
(R
SD
(R
SD
(R
SD (R)
SD (R
SD (R
SD (R
SD (R
NEW MED GAS
DUCT ALONGSIDE
OF EXISTING
REPLACE EX 6" CONCRETE
PIPE WHICH IS UNDER SIZED
WITH 18" N12
SAN (S)
SAN (S)
SAN (S)
SAN (R)
SAN (R)
SA
N
(R
SAN (R)
SAN (R)
SAN (R)
SAN (R)
SAN (R
SA
N (R
SA
N (R
SA
N (R
SA
N (R
SA
N (R
SA
N (R
SA
N (R
SA
N (R
SA
N (R
SA
N (R
SAN (R
S A
N (P
SAN (P)
SAN (P)
GW (R)
G W
(R
GAS (S)
GAS (S)
GAS (S)
GAS (S)
GAS (S)
GAS (S)
GAS (S)
GAS (S)
GAS (S)
GAS (S)
COMM (R)
COMM (R)
HVAC UNIT
HVAC U
NIT
HVAC U
NIT
E
LE
C (R
E
LE
C
(R
E
LE
C (R
ELEC (R)
ELEC (R)
ELEC (R)
ELEC
(R)
ELEC
(R)
E
LE
C (R
ELEC
(R)
ELEC
(R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
ELEC (R)
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
ELEC (R)
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
ELEC
(R
ELEC
(R
ELEC
(R
ELEC
(R
ELEC
(R
ELEC
(R
ELEC
(R
ELEC
(R
ELE
C (R
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
EL
EC
(R
ELEC
(P)
ELE
C (P
)ELEC (P)
ELE
C (P
E
LE
C (P
E
LE
C
(P
E
LE
C (P
E
LE
C
(P
E
LE
C (P
E
D
E
S
E
E
S
S
CONCRETE WALK
C O
N C
R
ETE W
ALK
CO
NC
RE
TE
W
AL
K
C O
N C
R
ET
E W
A
LK
AR
M
Y
RO
AD
EX FENCE
ENCLOSURE
CONCRETE
P
AD
BOLLARDS
E MH - RIM EL. 78.34
(RAISED)
E MH - RIM EL. 65.0
E MH - RIM EL. 81.8*
(RAISED)
E MH - RIM EL. 80.19
TEMP CHILLER
WITH CONC. PAD
AND FENCE
SEE M.E.P
RETURN CHILLER PIPING TO
GROUND LEVEL, SEE M.E.P
12' 7'-7"
EXISTING CONCRETE ENCASED
ELECTRICAL DUCT BANK
SD
(P
SD
(P
SD
(P
SD
(P
SD
(P
SD (P)
SD (P)
SD (P) SD (P) SD (P) SD (P)
SD (P)
SD (P)
SD (P)
SD (P)
SD (P)
SD (P)
SD (P
SD (P
SD (P
(C)
(B)
(A)
(A)
(A) (B)
(A)
(B)
(D)
(C)
(B)
(A)
(D) (C)(A)
(B)(A)
(E)
(I)
(A)
(B)
(B)(A) (D)
(C)
(G)
(F)
(E)
(C) & (D)
SAWCUT EX SIDEWALK
REPAIR AS NEEDD
PR GRANITE CURB
PR LIGHT POLE AND BASE
DIRECT BURIAL SITE LIGHTING
TO SIGN UNKNOWN LOCATION
DIRECT BURIAL SITE LIGHTING
2' DEEP
R
EL
O C
AT
ED
VA
S
IG
N
PR ROADWAY CB 23B
PR SAN MH 4B
PR DMH 4
PR DMH 3PR ROADWAY CB 23C
PR GRANITE CURB
PR GRANITE CURB
PU4
(B) (C)
NEW 18"Ø N12 STORMWATER PIPING
USE MAXIMUM JOINT DEFLECTION
ALLOWED BY MANUFACTURER TO
ROUTE PIPING AS NEEDED
TP-1
PBA-1
S
END PR GRANITE CURB
END PR GRANITE CURB
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IPIP
IP
IP
IP
IP
IP
CB - RIM EL.62.58*
D MH - RIM EL.63.94*
CB - RIM EL.63.97*
CB 13B
INSTALL NEW TOP & GRATE
SAN MH 5
CB-23A
SAN MH 4
SAN MH 6
CB 13
INSTALL NEW TOP & GRATE
SD (P)
12" N12
INFILTRATION PIPING, TYP.
(C)
(B)
D
D
PR GRANITE CURB
6" SDR 35
WEIR DISCHARGE
FROM DMH 4
TO CB-13
PU16
PU16
PU16
07-23-2021 EC TJI/LD
CU-3.1
RGB Project Number: 6515
109876541 2 3
109876541 2
F
E
D
C
B
A
F
E
D
C
B
FULLY SPRINKLERED
A
VA FORM 08 - 6231
Providence, Rhode Island
Date:Revisions:
Project Director
CONSULTANTS STAMPARCHITECT Phase
U.S. Department of Veterans Affairs
Management and Facilities Construction
Office of
Approved:
Drawing Title
DrawnCheckedIssue Date
Location
Project Title
Drawing Number
Building Number
Project Number
Kalin Associates, Inc.
1121 Washington Street, West Newton, MA 02465 T: 617-964-5477 Web: http://www.Kalinassociates.com
Nelco Worldwide 415 Spook Rock Road, Suffern, NY 10901 T: 845-777-2003 Web: https://www.nelcoworldwide.com
Cavanaugh Tocci Associates, Inc.
327F Boston Post Road, Sudbury, MA 01776 T: 978-443-7871 Web: http://www.cavtocci.com
50 Holden Street Providence, RI 02908
Architecture · Project Management · Interior Design
T: 401-272-1730 F: 401-273-7156 E-mail: rgbinfo@rgb.net
Building 1-B Gardner & Gerrish Landscape Architects, LLC.
151 Broadway, Providence, RI 02903 T: 401-263-3784 Web: https://www.gardner-gerrish.com
Construction Cost Engineering of Boston 156 Tilden Road Marshfield MA 02050 T: 781-837-3882 Web: http://c2eboston.com
Paul B. Aldinger & Associates, Inc.
860 A Waterman Avenue, East Providence, RI 02914 T: 401-435-5570 Web: https://www.pba-engr.com
Fitzemeyer & Tocci Associates, Inc.
300 Unicorn Park Dr. Woburn, MA 01801 T: 781-481-0210 Web: https://f-t.com
C.A. Pretzer Associates, Inc.
50 Freeway Drive, Cranston, RI 02920 T: 401-785-2690 Web: https://www.capretzer.com
Narragansett Engineering, Inc.
3102 E Main Rd, Portsmouth, RI 02871 T: 401-683-6630 Web: https://www.nei-cds.com
VAMC Providence Expand and Renovate Space for New MRI
650-345
The Robinson Green Beretta Corporation
ISSUED
FOR CONSTRUCTION
PROPOSED UTILITIES PLAN
NORTH
CU-3.1 Scale:
PROPOSED UTILTIES PLAN - NORTH
GENERAL PLAN NOTES:
1. THESE ARE GENERAL PLAN NOTES AND SOME NOTES MAY NOT APPLY TO
THIS SHEET.
2. COORDINATE ALL NEW WORK W/ CIVIL, STRUCTURAL, PLUMBING,
MECHANICAL, ELECTRICAL, AND / OR OTHER DRAWINGS. NOTIFY NEI OF ANY
DISCREPANCIES BEFORE PROCEEDING WITH WORK.
PROPOSED UTILITIES PLAN NOTES:
PU1. ALL EXISTING STRUCTURE TOPS IN AREA OF NEW PAVEMENT TO REQUIRE
TOPS TO BE RESET TO MATCH NEW LINE AND GRADE.
PU2. ALL NEW STRUCTURE TOPS TO BE SET TO MATCH NEW LINE AND GRADE.
PU3. CONTRACTOR TO COORDINATE ELEVATIONS OF EXISTING LATERAL
EXTENSIONS INTO SAN MH 4C. SOME PIPES WILL NEED TO BE STACKED.
MINIMUM INLET ELEVATION = 72.20
PU4. NEW CB-23A REQUIRED
PU5. ADJUST SLOPE OF NEW LINE AS NEEDED TO CLEAR EXISTING
UNDERGROUND UTILITIES.
PU6. ADJUST HEADWALL LOCATION AS NEEDED FOR PROPER INVERT
DISCHARGE LEVEL FOR DRAINAGE PIPING.
PU7. PLUNGE POOL, 9" THICK D50 RIP-RAP, WITH GEOTEXTILE UNDERLAYMENT.
SEE DETAIL
PU8. NO TRENCHING BE LEFT OPEN OVERNIGHT. BACKFILL ALL TRENCHES OR
TEMP PLATE COVER OVERNIGHT. TEMP FENCE WORK AREA WHILE WORK IS
UNDERWAY.
PU9. INVERT SILTED CONTRACTOR TO VERIFY.
PU10. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSE
WORK, THE LOCATION, ELEVATION, SIZE OF UTILITY SHALL BE ACCURATELY
DETERMINED WITHOUT DELAY BY THE CONTRACTOR AND THE INFORMATION
FURNISHED TO THE ENGINEER OF RECORD FOR RESOLUTION.
PU11. DURING CONSTRUCTION OPERATION CONTRACTOR SHALL PROTECT
EXISTING UTILITIES BY PROVIDING TEMPORARY SUPPORTS OR SHEETING AS
REQUIRED AT NO ADDITIONAL COST TO THE OWNER.
PU12. EXCAVATION REQUIRED WITHIN THE IMMEDIATE PROXIMITY OF EXISTING
UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY
DAMAGE TO EXISTING UTILITY LINES, STRUCTURES INCURRED DURING
CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER
PU13. FOR STORMWATER / DRAINAGE / SANITARY SEWER LINES WITHIN 10' OF
EXISTING OR PROPOSED WATER, SANITARY CROSSING NOTES APPLY.
PU14. MANHOLE TO BE CUT INTO EXISTING SANITARY LINE. INVERTS
CONTROLLED BY EXISTING PIPING.
PU15. RELOCATE ELECTRIC LINE AS REQUIRED FOR UTILITY INSTALLATION.
PU16. INSTALL 4' GROUT COLLAR AROUND PIPING TO PREVENT STORMWATER
MIGRATION ALONG PIPE TRENCH.5
CI-1.3
PROPOSED PAVING
PROPOSED CONCRETE
HATCH LEGEND
S E
E M
A
TC
H
LI
N E
S H
E E
T C
U -3
.0
SEE MATCHLINE THIS SHEET, 2/CU-3.1
SEE MATCHLINE THIS SHEET, 1/CU-3.1
SAN MH 3
RIM EL 72.58
INV EL (18" VC) 59.06 INVERT IN
INV EL (18" VC) 51.35 INVERT OUT
PR SAN MH 4C
RIM EL 77.50
INV A (8" VC) (PU3) 74.10 INVERT IN
INV B (8" VC) (PU3) 74.10 INVERT IN
INV C (8"VC) (PU3) 74.10 INVERT IN
INV D (4" PVC) (PU3) 74.10 INVERT IN
INV E (6" VC) (PU3) 74.10 INVERT IN
INV F (UNKNOWN) (PU3) 74.10 INVERT IN
INV I (12" PVC) 72.10 INVERT OUT
PR SAN MH 4B
RIM EL 76.10
INV A (12" PVC) 70.10 INVERT IN
INV B (12" PVC) 70.07 INVERT OUT
SAN MH 4
RIM EL 74.28
INV C (8"PVC) ABOVE 70.22 INVERT IN
INV D (8" PVC) BELOW 61.62 INVERT IN
INV E (12" PVC) 61.72 INVERT IN
INV F (18" VC) 60.87 INVERT IN
INV G (18"VC) 60.72 INVERT OUT
INV I (12" PVC) 68.00 INVERT IN
SAN MH 5
RIM EL 74.76
INV A (18"PVC) 69.51 INVERT IN
INV B (18"RCP) 69.46 INVERT IN
INV C (18"VC) 69.41 INVERT OUT
INV D (8" VC) 70.81 INVERT IN
SAN MH 6
RIM EL 76.36
INV A 69.76 INVERT IN
INV B 69.66 INVERT OUT
SAN MH 30
RIM 77.09
INV A (8" PVC) 71.64 INVERT IN
INV B (8" PVC) 71.59 INVERT OUT
PR SAN MH 30A
(TRAFFIC RATED COVER)
RIM 76.30
INV A (8" PVC) (PU14) 71.01 INVERT IN
INV B (8" PVC) 71.10 INVERT IN
INV C (8" PVC) (PU14) 71.02 INVERT OUT
CB 23
RIM 71.21
TOP OF HOOD 67.60 INVERT OUT
PR DMH 1 - 5'Ø
RIM EL 77.29
INV A (12" PVC) 74.00 INVERT IN
INV B (12" PVC) 74.00 INVERT IN
INV C (18" N12) 67.62 INVERT OUT
PR DMH 2 - 5'Ø
RIM EL 75.45
INV A (18" N12) 67.00 INVERT IN
INV B (18" N12) 67.00 INVERT OUT
PR DMH 3 - 6'Ø
RIM EL 72.00
INV A (18" N12) 66.63 INVERT IN
INV B (18" N12) 66.63 INVERT IN
INV C (18" N12) 62.00 INVERT OUT
INV D (18" N12) 63.50 INVERT OUT
3" ORIFICE 64.00 OUT TO D
5" ORIFICE 64.00 OUT TO D
WEIR - 3' LONG 65.75 TO D
PR DMH 4 - 6'Ø
RIM EL 71.60
INV A (15" N12) 63.00
INVERT IN
WEIR @ 65.00,
3' LONG
BLOCKING
INV A
INV B (15" N12) 62.00 INVERT OUT
1.2" ORIFICE 64.49 OUT TO 6"
SDR-35 PIPE
CB 23A
RIM EL 71.24
INV A (18" PVC) 67.50 INVERT OUT
PR CB 23B
RIM EL 72.98
INV A (18" N12) 67.18 INVERT IN
INV B (18" N12) 67.18 INVERT IN
INV C (18" N12) 62.00 INVERT OUT
INV D (18" N12)
3' WEIR @ 65.75 65.00 INVERT OUT
PR CB 23C
RIM EL 74.85
INV A (18" N12) 67.32 INVERT IN
INV B (18" N12) 67.32 INVERT OUT
PR CB 23D
RIM EL 75.80
INV A (18" N12) 67.60 INVERT IN
INV B (18" N12) 67.60 INVERT OUT
INV C (12" N12) 67.60 INVERT IN
INV D (10" SDR35) 70.00 INVERT IN
PR CB 23E
RIM EL 76.45
INV C (18" N12) 68.00 INVERT OUT
CB23 F
RIM EL 76.02
INV A (12" N12) 66.60 INVERT OUT
CB 13
RIM EL 63.74
INV A (18" N12) (PU9) 55.69 INVERT OUT
INV B (18" N12) (PU9) 55.69 INVERT IN
INV C (6" N12) (PU9) 59.69 INVERT IN
CB 13A
RIM EL 64.40
INV A (18" N12) 59.10 INVERT IN
INV B (18" N12) 59.10 INVERT OUT
INV C (18" N12)(PU9) 59.00 INVERT OUT
CB 13B
RIM EL 69.68
INV A (18" N12) 63.10 INVERT IN
INV B (18" N12) 63.00 INVERT OUT
INV C (6" VC) (PU9) 64.00 INVERT OUT
PROJECT
NORTH
NORTH
5030150 2010
C2
B-WING
C1
S-WING
A-WING
E-WING
BUILDING #1
not to scale
BUILDING #1 KEY PLAN PROJECT
NORTH
NORTH
MRI
ADDITION
CU-3.1 Scale:
PROPOSED UTILTIES PLAN - NORTHEAST
PROJECT
NORTH
NORTH
5030150 2010
PU15
PU5
PU7
PU6
18" N12 PIPE, TO REPLACE EXISTING,
INVERT OUT TO MATCH EXISTING INVERT OUT - 55.28 (R)
4'-6" LONG HEADWALL, WITH 3' SIDEWALLS. SEE DETAIL
CI-1.3
18" VC SEWER PIPE
Ductile Iron Pipe
HDPE Pipe
Cylindrical Structure Slab Top Circular Frame
47.50
50.00
52.50
55.00
57.50
60.00
62.50
65.00
67.50
70.00
72.50
75.00
77.50
80.00 0+00.00 0+78.37 2+50.40 3+71.35
0+00.00
0+00.00 0+78.37
1+00.00 2+00.00
2+50.40
3+00.00
3+71.35
4+00.00
18" VC SEWER
Ductile Iron Pipe
HDPE Pipe
GRADE BREAK STA = 0+00.00
ELEV = 77.947
GRADE BREAK STA = 1+01.18
ELEV = 74.768
GRADE BREAK STA = 1+98.17
ELEV = 71.763
GRADE BREAK STA = 0+00.00
ELEV = 79.285
GRADE BREAK STA = 1+00.53
ELEV = 74.035
GRADE BREAK STA = 1+98.17
ELEV = 71.763
52.50
55.00
57.50
60.00
62.50
65.00
67.50
70.00
72.50
75.00
77.50
80.00
82.50
0+00.00 0+87.181+03.72 1+92.571+98.17
-1+00.00 0+00.00
0+00.00 0+87.18
1+00.00
1+03.72 1+92.571+98.17
2+00.00 3+00.00 4+00.00
07-23-2021 EC TJI/LD
CU-3.2
RGB Project Number: 6515
109876541 2 3
109876541 2
F
E
D
C
B
A
F
E
D
C
B
FULLY SPRINKLERED
A
VA FORM 08 - 6231
Providence, Rhode Island
Date:Revisions:
Project Director
CONSULTANTS STAMPARCHITECT Phase
U.S. Department of Veterans Affairs
Management and Facilities Construction
Office of
Approved:
Drawing Title
DrawnCheckedIssue Date
Location
Project Title
Drawing Number
Building Number
Project Number
Kalin Associates, Inc.
1121 Washington Street, West Newton, MA 02465 T: 617-964-5477 Web: http://www.Kalinassociates.com
Nelco Worldwide 415 Spook Rock Road, Suffern, NY 10901 T: 845-777-2003 Web: https://www.nelcoworldwide.com
Cavanaugh Tocci Associates, Inc.
327F Boston Post Road, Sudbury, MA 01776 T: 978-443-7871 Web: http://www.cavtocci.com
50 Holden Street Providence, RI 02908
Architecture · Project Management · Interior Design
T: 401-272-1730 F: 401-273-7156 E-mail: rgbinfo@rgb.net
Building 1-B Gardner & Gerrish Landscape Architects, LLC.
151 Broadway, Providence, RI 02903 T: 401-263-3784 Web: https://www.gardner-gerrish.com
Construction Cost Engineering of Boston 156 Tilden Road Marshfield MA 02050 T: 781-837-3882 Web: http://c2eboston.com
Paul B. Aldinger & Associates, Inc.
860 A Waterman Avenue, East Providence, RI 02914 T: 401-435-5570 Web: https://www.pba-engr.com
Fitzemeyer & Tocci Associates, Inc.
300 Unicorn Park Dr. Woburn, MA 01801 T: 781-481-0210 Web: https://f-t.com
C.A. Pretzer Associates, Inc.
50 Freeway Drive, Cranston, RI 02920 T: 401-785-2690 Web: https://www.capretzer.com
Narragansett Engineering, Inc.
3102 E Main Rd, Portsmouth, RI 02871 T: 401-683-6630 Web: https://www.nei-cds.com
VAMC Providence Expand and Renovate Space for New MRI
650-345
The Robinson Green Beretta Corporation
ISSUED
FOR CONSTRUCTION
SEWER PROFILES
CU-3.2 Scale:
PROPOSED SANITARY SEWER PROFILE
CU-3.2 Scale:
PROPOSED STORM SEWER PROFILE
SAN MH 3
RIM EL 72.58
INV EL (18" VC) 59.06 INVERT IN
INV EL (18" VC) 51.35 INVERT OUT
PR SAN MH 4C
RIM EL 77.50
INV A (8" VC) (PU3) 74.10 INVERT IN
INV B (8" VC) (PU3) 74.10 INVERT IN
INV C (8"VC) (PU3) 74.10 INVERT IN
INV D (4" PVC) (PU3) 74.10 INVERT IN
INV E (6" VC) (PU3) 74.10 INVERT IN
INV F (UNKNOWN) (PU3) 74.10 INVERT IN
INV I (12" PVC) 72.10 INVERT OUT
PR SAN MH 4B
RIM EL 76.10
INV A (12" PVC) 70.10 INVERT IN
INV B (12" PVC) 70.07 INVERT OUT
SAN MH 4
RIM EL 74.28
INV C (8"PVC) ABOVE 70.22 INVERT IN
INV D (8" PVC) BELOW 61.62 INVERT IN
INV E (12" PVC) 61.72 INVERT IN
INV F (18" VC) 60.87 INVERT IN
INV G (18"VC) 60.72 INVERT OUT
INV I (12" PVC) 68.00 INVERT IN
SAN MH 5
RIM EL 74.76
INV A (18"PVC) 69.51 INVERT IN
INV B (18"RCP) 69.46 INVERT IN
INV C (18"VC) 69.41 INVERT OUT
INV D (8" VC) 70.81 INVERT IN
SAN MH 6
RIM EL 76.36
INV A 69.76 INVERT IN
INV B 69.66 INVERT OUT
SAN MH 30
RIM 77.09
INV A (8" PVC) 71.64 INVERT IN
INV B (8" PVC) 71.59 INVERT OUT
PR SAN MH 30A
(TRAFFIC RATED COVER)
RIM 76.30
INV A (8" PVC) (PU14) 71.01 INVERT IN
INV B (8" PVC) 71.10 INVERT IN
INV C (8" PVC) (PU14) 71.02 INVERT OUT
CB 23
RIM 71.21
TOP OF HOOD 67.60 INVERT OUT
PR DMH 1 - 5'Ø
RIM EL 77.29
INV A (12" PVC) 74.00 INVERT IN
INV B (12" PVC) 74.00 INVERT IN
INV C (18" N12) 67.62 INVERT OUT
PR DMH 2 - 5'Ø
RIM EL 75.45
INV A (18" N12) 67.00 INVERT IN
INV B (18" N12) 67.00 INVERT OUT
PR DMH 3 - 6'Ø
RIM EL 72.00
INV A (18" N12) 66.63 INVERT IN
INV B (18" N12) 66.63 INVERT IN
INV C (18" N12) 62.00 INVERT OUT
INV D (18" N12) 63.50 INVERT OUT
3" ORIFICE 64.00 OUT TO D
5" ORIFICE 64.00 OUT TO D
WEIR - 3' LONG 65.75 TO D
PR DMH 4 - 6'Ø
RIM EL 71.60
INV A (15" N12) 63.00
INVERT IN
WEIR @ 65.00,
3' LONG
BLOCKING
INV A
INV B (15" N12) 62.00 INVERT OUT
1.2" ORIFICE 64.49 OUT TO 6"
SDR-35 PIPE
CB 23A
RIM EL 71.24
INV A (18" PVC) 67.50 INVERT OUT
PR CB 23B
RIM EL 72.98
INV A (18" N12) 67.18 INVERT IN
INV B (18" N12) 67.18 INVERT IN
INV C (18" N12) 62.00 INVERT OUT
INV D (18" N12)
3' WEIR @ 65.75 65.00 INVERT OUT
PR CB 23C
RIM EL 74.85
INV A (18" N12) 67.32 INVERT IN
INV B (18" N12) 67.32 INVERT OUT
PR CB 23D
RIM EL 75.80
INV A (18" N12) 67.60 INVERT IN
INV B (18" N12) 67.60 INVERT OUT
INV C (12" N12) 67.60 INVERT IN
INV D (10" SDR35) 70.00 INVERT IN
PR CB 23E
RIM EL 76.45
INV C (18" N12) 68.00 INVERT OUT
CB23 F
RIM EL 76.02
INV A (12" N12) 66.60 INVERT OUT
CB 13
RIM EL 63.74
INV A (18" N12) (PU9) 55.69 INVERT OUT
INV B (18" N12) (PU9) 55.69 INVERT IN
INV C (6" N12) (PU9) 59.69 INVERT IN
CB 13A
RIM EL 64.40
INV A (18" N12) 59.10 INVERT IN
INV B (18" N12) 59.10 INVERT OUT
INV C (18" N12)(PU9) 59.00 INVERT OUT
CB 13B
RIM EL 69.68
INV A (18" N12) 63.10 INVERT IN
INV B (18" N12) 63.00 INVERT OUT
INV C (6" VC) (PU9) 64.00 INVERT OUT
SMH-4C
SMH-4B
SMH-4
SMH-3
DMH-1
DMH-2
DMH-3
CB-13B
CB-13
DISCHARGE
200120600 8040 200120600 8040
SEWER DETAILS
CU-4.0 SCALE:
PROPOSED SEWER MANHOLE2
N.T.S
CU-4.0 SCALE:
CONCRETE COVER FOR SHALLOW 4' ROUND MH3
N.T.S
CU-4.0 SCALE:
HEAVY DUTY SQUARE FRAME & ROUND COVER4
N.T.S
CU-4.0 SCALE:
CONCRETE COVER FOR SHALLOW 5' ROUND MH5
N.T.S
CU-4.0 SCALE:
ROUND MH & CATCH BASIN MAX. PIPE SIZE STD.6
N.T.S
CU-4.0 SCALE:
CONCRETE COLLARS7
N.T.S
CU-4.0 SCALE:
CATCH BASIN AND MANHOLE STEP8
N.T.S
48"
FINISH GRADE
2.0'
KOR-N-SEAL (OR APPROVED EQUAL)
JOINT SLEEVE (TYP.)
48"
30"
NOTES:
1. ALL LIFTING HOLES TO BE PLUGGED IN AND OUT WITH HYDRAULIC CEMENT
2. STRUCTURE SHALL BE PLACED ON A LEVEL STABLE SUBBASE FREE FROM ORGANICS, DEBRIS, AND FROZEN MATERIALS
6" BEDDING MATERIAL
RIM EL. VIF
MANHOLE FRAME COVER TO BE MARKED "SEWER"
NOTES:
1. ALL LIFTING HOLES TO BE PLUGGED IN AND OUT WITH HYDRAULIC CEMENT
2. STRUCTURE SHALL BE PLACED ON A LEVEL STABLE SUBBASE FREE FROM ORGANICS, DEBRIS, AND FROZEN MATERIALS
3. SOME EXISTING MANHOLES ARE BRICK LINED OR OF BRICK CONSTRUCTION
TROUGH AS REQUIRED
TO MAINTAIN SMOOTH
INVERT
CU-4.0 SCALE:
EXISTING SANITARY MANHOLE1
N.T.S
CONTRACTOR TO ASSUME ALL COVER IN LOD WILL
NEED MANHOLE TOP TO BE RESENT AND COVER
ADJUSTED TO FINAL FINISHED GRADE.
CONTRACTOR TO COORDINATE ALL RIM HEIGHTS
TO BE EVEN WITH PAVEMENT OR CONCRETE AT
FINISHED GRADE AND 1" ABOVE GRASSED AREA AT
FINISHED GRADE
07-23-2021 EC TJI/LD
CU-4.0
RGB Project Number: 6515
109876541 2 3
109876541 2
F
E
D
C
B
A
F
E
D
C
B
FULLY SPRINKLERED
A
VA FORM 08 - 6231
Providence, Rhode Island
Date:Revisions:
Project Director
CONSULTANTS STAMPARCHITECT Phase
U.S. Department of Veterans Affairs
Management and Facilities Construction
Office of
Approved:
Drawing Title
DrawnCheckedIssue Date
Location
Project Title
Drawing Number
Building Number
Project Number
Kalin Associates, Inc.
1121 Washington Street, West Newton, MA 02465 T: 617-964-5477 Web: http://www.Kalinassociates.com
Nelco Worldwide 415 Spook Rock Road, Suffern, NY 10901 T: 845-777-2003 Web: https://www.nelcoworldwide.com
Cavanaugh Tocci Associates, Inc.
327F Boston Post Road, Sudbury, MA 01776 T: 978-443-7871 Web: http://www.cavtocci.com
50 Holden Street Providence, RI 02908
Architecture · Project Management · Interior Design
T: 401-272-1730 F: 401-273-7156 E-mail: rgbinfo@rgb.net
Building 1-B Gardner & Gerrish Landscape Architects, LLC.
151 Broadway, Providence, RI 02903 T: 401-263-3784 Web: https://www.gardner-gerrish.com
Construction Cost Engineering of Boston 156 Tilden Road Marshfield MA 02050 T: 781-837-3882 Web: http://c2eboston.com
Paul B. Aldinger & Associates, Inc.
860 A Waterman Avenue, East Providence, RI 02914 T: 401-435-5570 Web: https://www.pba-engr.com
Fitzemeyer & Tocci Associates, Inc.
300 Unicorn Park Dr. Woburn, MA 01801 T: 781-481-0210 Web: https://f-t.com
C.A. Pretzer Associates, Inc.
50 Freeway Drive, Cranston, RI 02920 T: 401-785-2690 Web: https://www.capretzer.com
Narragansett Engineering, Inc.
3102 E Main Rd, Portsmouth, RI 02871 T: 401-683-6630 Web: https://www.nei-cds.com
VAMC Providence Expand and Renovate Space for New MRI
650-345
The Robinson Green Beretta Corporation
ISSUED
FOR CONSTRUCTION
FIELD PLACED CLASS "C" CONCRETE
(OPTION 2) FLUSH WITH PAVEMENT
MIN. 95% COMPACTED
GRANULAR FILL
PAVEMENT
OR FINISHED GRADE
6.25" [160mm] HOLE TO BE CUT w/ HOLE
SAW CENTERED ON CORRUGATION CREST
AASHTO HS-25 RATED CAST IRON
FRAME AND SOLID COVER
6" [150mm] PVC SCREW IN CAP
12" X 6" [300mm x 150mm] CULTEC INLINE DRAIN / CLEAN-OUT BASIN w/ GASKETED
SDR-35 CONNECTION
6" [150mm] SDR-35 RISER (LENGTH VARIES)
6" [150mm] SDR-35 BELL END.
CUT FOR 6" [152mm] OF INSERTED PIPE
FIELD PLACED CLASS "C" CONCRETE
(OPTION 1) 1.50" [40mm] BELOW PAVEMENT
PAVEMENT
OR FINISHED GRADE
6.0" [152 mm]
15.0" [381mm]
24.0" [610 mm] MIN.
8.0" [203mm] MIN.
NOTES:
1. THE CHAMBERS SHALL BE DESIGNED AND TESTED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER
COLLECTION CHAMBERS." THE LOAD CONFIGURATION SHALL INCLUDE:
1.a. INSTANTANEOUS AASHTO DESIGN TRUCK LIVE LOAD AT MINIMUM COVER 1.b. MAXIMUM PERMANENT (50-YEAR) COVER LOAD 1.c. 1-WEEK PARKED AASHTO DESIGN TRUCK LOAD
2. THE CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F3430-20 "STANDARD SPECIFICATION FOR CELLULAR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS"
3. THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE RESISTANCE TO THE LOADS AND LOAD FACTORS AS DEFINED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12, WHEN INSTALLED
ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. THE STRUCTURAL DESIGN OF THE CHAMBERS SHALL INCLUDE THE FOLLOWING:
3.a. THE CREEP MODULUS SHALL BE 50-YEAR AS SPECIFIED IN ASTM F3430 3.b. THE MINIMUM SAFETY FACTOR FOR LIVE LOADS SHALL BE 1.75 3.c. THE MINIMUM SAFETY FACTOR FOR DEAD LOADS SHALL BE 1.95
PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FOR
ENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET
SIDE PORTAL TO BE CUT IN FIELD TO ALLOW FOR
CULTEC HVLV FC-48 FEED CONNECTOR AS NEEDED. CUT SHALL BE
WITHIN 1/4" [6mm] TOLERANCE OF SIDE PORTAL TRIM GUIDELINE
CULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED BENEATH
INTERNAL MANIFOLD FEATURE AND BENEATH ALL INLET/OUTLET
PIPES (FOR SCOUR PROTECTION)
CULTEC RECHARGER 902HD
HEAVY DUTY CHAMBER
INLET/OUTLET PIPE PER ENGINEER DESIGN.
PIPE TO BE INSERTED 12.0" [305mm] MIN. INTO CHAMBER
MAXIMUM PIPE SIZE:
30" [750mm] HDPE 36" [900mm] PVC
1-2 INCH [25-50mm] WASHED, CRUSHED STONE SURROUNDING CHAMBERS
CULTEC NO. 410 NON-WOVEN GEOTEXTILE
AROUND STONE. TOP AND SIDES MANDATORY,
BOTTOM PER ENGINEER'S DESIGN PREFERENCE
MIN. 95% COMPACTED FILL
OR GRANULAR SUB-BASE
PAVEMENT OR FINISHED GRADE
OPTIONAL TRAFFIC RATED
CULTEC INSPECTION PORT KIT
(SEE DETAIL )8
CU-5.0
12.0 INCH [305mm] MIN. WIDTH OF 1-2 INCH
[25-50mm] WASHED CRUSHED STONE BORDER
SURROUNDING ALL CHAMBERS
9.0 INCH [229mm] MIN. DEPTH OF
1-2 INCH [25-50mm] WASHED CRUSHED
STONE BENEATH CHAMBERS
CULTEC HVLV FC-48 FEED CONNECTOR
WHERE SPECIFIED
CULTEC RECHARGER 902HD
HEAVY-DUTY CHAMBER
12.0 INCH [305mm] MIN. DEPTH OF
1-2 INCH [25-50mm] WASHED CRUSHED
STONE ABOVE CHAMBERS
CULTEC NO. 410 NON-WOVEN GEOTEXTILE
AROUND STONE. TOP AND SIDES MANDATORY,
BOTTOM PER ENGINEER'S DESIGN PREFERENCE
MINIMUM 95% COMPACTED FILL
PAVEMENT SUB-BASE (WHEN APPLICABLE)
PAVEMENT OR FINISHED GRADE
PIPE PER ENGINEER DESIGN
PIPE TO BE INSERTED 12.0 INCHES [305mm] MIN. INTO CHAMBER
MAXIMUM PIPE SIZE:
30" [750mm] HDPE 36" [900mm] PVC
7.5' [2.29m] MIN.
CULTEC NO. 4800 WOVEN GEOTEXTILE
PLACED BENEATH FEED CONNECTORS
12.0' [3.66m] MIN.
CULTEC NO. 4800 WOVEN GEOTEXTILE
PLACED BENEATH INLET PIPES
18.0" [457 mm] MIN.
C-33 SAND
NOTES:
1. THE CHAMBERS SHALL BE DESIGNED AND TESTED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER
COLLECTION CHAMBERS." THE LOAD CONFIGURATION SHALL INCLUDE:
1.a. INSTANTANEOUS AASHTO DESIGN TRUCK LIVE LOAD AT MINIMUM COVER 1.b. MAXIMUM PERMANENT (50-YEAR) COVER LOAD 1.c. 1-WEEK PARKED AASHTO DESIGN TRUCK LOAD
2. THE CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F3430-20 "STANDARD SPECIFICATION FOR…
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