A6-689-19-411_04_Civil_02240718.pdf
PDF 12 MB Posted
- Attached to
- Y1DZ--Construct Inpatient Pharmacy West Haven Minor Construction 689-411 Federal contract opportunity
- Solicitation number
- 36C77624B0030
About this file
This document is a government solicitation for a Design-Bid-Build contract to construct a new Inpatient Pharmacy at the West Haven VA Medical Center in West Haven, CT. The project will involve a two-story, 10,500 square foot addition to Building 1, including the pharmacy on the first floor and a mechanical room on the second floor. The solicitation will be issued as an Invitation for Bid (IFB) under a 100% Service-Disabled Veteran-Owned Small Business (SDVOSB) set-aside, with an estimated value between $20-$50 million. The period of performance is approximately 730 calendar days from the Notice to Proceed, which is tentatively scheduled for issuance on August 26, 2024. The applicable NAICS code is 236220 with a $45 million size standard. All questions must be submitted in writing to the Contract Specialist, Contracting Officer, and Procurement Technician at the provided email addresses.
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Text version
PIV
ST
EX. ELECTRICAL
EX. ELECTRICAL
EX. ELECTRICAL
EX. ELECTRICAL
EX
. E
LE
CT
RI
CA
L
EX. SAN. SEWER
EX
. S
AN
. S
EW
ER
EX. SAN. SEWER
EX. STORM DRAINEX. STORM DRAIN
EX
. S
TO
RM
D
RA
IN
EXISTING BUILDING 1
EX. FF=110.88'
1"=20'F1 CIVIL - SITE SURVEY PLAN
"LIMITS OF CONSTRUCTION" IDENTIFIES AN IMAGINARY LINE AROUND ALL
AREAS IN WHICH CONSTRUCTION WILL OCCUR. SOME ADDITIONAL AREAS MY BE
IMPACTED BY UTILITY INFRASTRUCTURE TIE-INS. COORDINATE WITH COR.
"LIMITS OF CONTRACTOR FENCED AREA" IDENTIFIES THE CONTRACTOR'S
FENCE (TO COMPLY WITH VA STANDARDS) AROUND THE BUILDING
CONSTRUCTION AREA. COORDINATE WITH COR.
"OPTIONAL TEMPORARY CONTRACTOR MATERIAL LAYDOWN AREA" IDENTIFIES
AREAS FOR CONTRACTOR TO TEMPORARILY STAGE MATERIALS.
EXISTING PROPOSED
LIMITS OF CONSTRUCTION
EX. CONCRETE
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
WATER VALVE
SIDEWALK
FENCE
SEWER/STORM PVC CLEAN-OUT
STORM DRAIN CATCH BASIN
CONTRACTOR STAGING AREA
020' 20' 40'10'
SURVEY DISCLAIMER
SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND ,
PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C. CONSTRUCTION HAS
OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY
VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION,
CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION TO
PROVIDE NON-INTERRUPTION OF SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND
TO AVOID DAMAGE THERETO. UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR
TO OBTAIN LOCATION OF SAME SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS
EXPENSE.
EXCAVATION NOTE
CONTRACTOR TO HAND DIG WITHIN 5' OF KNOWN UTILITIES.
CURB
WATER PIPE
NATURAL GAS
SANITARY SEWER PIPE
ELECTRICAL CONDUIT - UNDERGROUND
OVERHEAD POWER LINE
STORM DRAIN PIPE
STREETLIGHT
SIDEWALK BOLLARD LIGHT
OVERHEAD POWER POLE
BOLLARD POLE
JERSEY BARRIER
VEGETATION / TREE
FIRE HYDRANT
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
Revisions: Date:
ISSUED FOR BIDDING
A/E:
TRIPLE C - The A/E Group 100 Pearl Street, 14th floor Hartford, CT 06103 860-270-0753 Mat Perkins
07/18/2024
689-411
B1
950 CAMPBELL AVENUE, WEST HAVEN, CT 06516
CONSTRUCT NEW
INPATIENT PHARMACY
CIVIL - SITE SURVEY PLAN
VF101
STRUBLEPERKINS
B1
VF102
B6
VF102
D1
VF102
D6
VF102
F1
VF102
UNDERGROUND STEAM LINE
C
BUILDING NUMBER
DEDUCTIVE ALTERNATE:
SEE SHEET CS101 FOR ADDITIONAL INFORMATION
07/18/2024
EXPIRES: 12/31/24
N.T.S.B1 NORTH SIDE OF PROJECT FACING EAST
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
Revisions: Date:
ISSUED FOR BIDDING
A/E:
TRIPLE C - The A/E Group 100 Pearl Street, 14th floor Hartford, CT 06103 860-270-0753 Mat Perkins
07/18/2024
689-411
B1
950 CAMPBELL AVENUE, WEST HAVEN, CT 06516
CONSTRUCT NEW
INPATIENT PHARMACY
CIVIL - SITE SURVEY PLAN
REFERENCE VIEWS
VF102
STRUBLEPERKINS
N.T.S.B6 NORTH SIDE OF PROJECT FACING WEST
N.T.S.D1 WEST SIDE OF PROJECT FACING EAST
N.T.S.D6 SOUTH SIDE OF PROJECT FACING EAST
N.T.S.F1 SOUTH SIDE OF PROJECT FACING NORTH
B1
VF102
B6
VF102
D1
VF102
D6
VF102
F1
VF102
ST
15 4
15 3
1"=20'F1 CIVIL DEMOLITION PLAN 020' 20' 40'10'
EXISTING GAS LINE TO BE REMOVED
EXISTING TREE TO BE REMOVED
EXISTING CONCRETE SIDEWALK TO BE REMOVED
EXISTING SANITARY SEWER PIPE TO BE REMOVED
EXISTING A/C UNIT TO BE RELOCATED - CONCRETE PAD TO BE REMOVED
EXISTING CONCRETE PAD TO BE REMOVED
EXISTING ELECTRICAL CONDUIT TO BE REMOVED
EXISTING STREET LIGHT POLE TO BE REMOVED
EXISTING WATER PIPE TO BE REMOVED
EXISTING PIV TO BE REMOVED
EXISTING MODULAR BUILDING TO BE REMOVED
NOTE:
UTILITY BURY DEPTHS NOT VERIFIED. CONTRACTOR TO POTHOLE VERIFY ALL UTILITIES WITHIN CONSTRUCTION AREA PRIOR TO CONSTRUCTION. SEE SHEET CU101 "UTILITY SEPARATION NOTES" FOR STANDARD UTILITY DEPTH AND SEPARATION REQUIREMENTS.
1. ALL WORK DETAILED ON THESE PLANS AND PERFORMED UNDER THIS CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THE GEOTECHNICAL REPORT. WHERE APPLICABLE, CITY OF
KANSAS CITY CODE OF ORDINANCES SHALL APPLY.
2. THE CONTRACTOR SHALL ABIDE BY ALL LOCAL, STATE, AND FEDERAL LAWS, RULES AND REGULATIONS WHICH APPLY TO THE CONSTRUCTION OF THESE IMPROVEMENTS, INCLUDING EPA REGULATIONS WITH RESPECT TO STORM
WATER DISCHARGE.
3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL POTENTIAL OBSTRUCTIONS INCLUDING ALL UNDERGROUND UTILITIES. THE CONTRACTOR'S SURVEYOR SHALL DOCUMENT THE HORIZONTAL LOCATION AND ELEVATION OF UTILITIES THAT ARE EXPOSED. SHOULD A CONFLICT EXIST, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) OR
ENGINEER SO THE CONFLICT CAN BE RESOLVED WITH A MINIMUM AMOUNT OF DELAY.
4. ALL ELECTRICAL, TELEPHONE, CABLE TV, GAS AND OTHER UTILITY LINES, CABLES, AND APPURTENANCES ENCOUNTERED DURING CONSTRUCTION THAT REQUIRE RELOCATION, SHALL BE COORDINATED WITH THE COR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL NECESSARY UTILITY ADJUSTMENTS. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR DELAYS OR INCONVENIENCES CAUSED BY UTILITY COMPANY WORK CREWS. THE CONTRACTOR MAY BE REQUIRED TO RESCHEDULE HIS ACTIVITIES TO ALLOW UTILITY CREWS TO
PERFORM THEIR REQUIRED WORK.
5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITY LINES WITHIN THE CONSTRUCTION AREA. ANY DAMAGE TO EXISTING FACILITIES CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED OR
REPLACED AT THE CONTRACTOR'S EXPENSE AND APPROVED BY THE CONSTRUCTION OBSERVER.
6. CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE PROPERTY AND/OR PROJECT LIMITS. ANY DAMAGE TO ADJACENT PROPERTIES RESULTING FROM CONSTRUCTION PROCESS SHALL BE REPAIRED OR REPLACED AT THE
CONTRACTOR'S EXPENSE.
7. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT SHALL NOT OBSTRUCT DRIVEWAYS OR DESIGNATED TRAFFIC LANES. THE CONTRACTOR SHALL NOT STORE ANY EQUIPMENT OR MATERIAL WITHIN THE PUBLIC
RIGHT-OF-WAY.
8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR THE PROJECT PRIOR TO COMMENCING CONSTRUCTION (I.E. BARRICADING, TOPSOIL DISTURBANCE, EXCAVATION PERMITS, EPA STORM WATER PERMITS, ETC.)
9. ALL PROPERTY CORNERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S
EXPENSE. ALL PROPERTY CORNERS MUST BE RESET BY A REGISTERED LAND SURVEYOR.
10. THE CONTRACTOR SHALL PREPARE A CONSTRUCTION TRAFFIC CONTROL AND SIGNING PLAN AND OBTAIN APPROVAL OF SUCH PLAN FROM THE CONTRACT OFFICER'S REPRESENTATIVE (COR), PRIOR TO BEGINNING ANY
CONSTRUCTION WORK ON OR ADJACENT TO EXISTING STREETS.
11. ALL BARRICADES AND CONSTRUCTION SIGNING SHALL CONFORM TO APPLICABLE SECTIONS OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), US DEPARTMENT OF TRANSPORTATION, LATEST EDITION.
12. THE CONTRACTOR SHALL MAINTAIN ALL CONSTRUCTION BARRICADES AND SIGNING AT ALL TIMES. THE CONTRACTOR SHALL VERIFY THE PROPER LOCATION OF ALL BARRICADING AT THE END AND BEGINNING OF EACH
DAY.
13. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO CONFORM WITH EPA REQUIREMENTS, INCLUDING COMPLIANCE WITH NPDES PHASE 2 REQUIREMENTS. THIS INCLUDES PREPARATION OF A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), FILING THE NOTICE OF INTENT AND MAINTENANCE OF SWPPP BEST MANAGEMENT
PLANS (BMP'S).
14. SEE SHEET VF101 FOR CIVIL ABBREVIATIONS.
EXISTING PROPOSED
LIMITS OF CONSTRUCTION
EX. CONCRETE
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
WATER VALVE
SIDEWALK
FENCE
SEWER/STORM PVC CLEAN-OUT
STORM DRAIN CATCH BASIN
CURB
WATER PIPE
NATURAL GAS
SANITARY SEWER PIPE
ELECTRICAL CONDUIT - UNDERGROUND
OVERHEAD POWER LINE
STORM DRAIN PIPE
STREETLIGHT
SIDEWALK BOLLARD LIGHT
OVERHEAD POWER POLE
BOLLARD POLE
VEGETATION / TREE
FIRE HYDRANT
"LIMITS OF CONSTRUCTION" IDENTIFIES AN IMAGINARY LINE AROUND ALL
AREAS IN WHICH CONSTRUCTION WILL OCCUR. SOME ADDITIONAL AREAS MY BE
IMPACTED BY UTILITY INFRASTRUCTURE TIE-INS. COORDINATE WITH COR.
"LIMITS OF CONTRACTOR FENCED AREA" IDENTIFIES THE CONTRACTOR'S
FENCE (TO COMPLY WITH VA STANDARDS) AROUND THE BUILDING
CONSTRUCTION AREA. COORDINATE WITH COR.
"OPTIONAL TEMPORARY CONTRACTOR MATERIAL LAYDOWN AREA" IDENTIFIES
AREAS FOR CONTRACTOR TO TEMPORARILY STAGE MATERIALS.
SURVEY DISCLAIMER
SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND ,
PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C. CONSTRUCTION HAS
OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY
VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION,
CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION TO
PROVIDE NON-INTERRUPTION OF SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND
TO AVOID DAMAGE THERETO. UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR
TO OBTAIN LOCATION OF SAME SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS
EXPENSE.
EXCAVATION NOTE
CONTRACTOR TO HAND DIG WITHIN 5' OF KNOWN UTILITIES.
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
Revisions: Date:
ISSUED FOR BIDDING
A/E:
TRIPLE C - The A/E Group 100 Pearl Street, 14th floor Hartford, CT 06103 860-270-0753 Mat Perkins
07/18/2024
689-411
B1
950 CAMPBELL AVENUE, WEST HAVEN, CT 06516
CONSTRUCT NEW
INPATIENT PHARMACY
CIVIL - DEMOLITION PLAN
CD101
STRUBLEPERKINS
16 CONSTRUCT CONSTRUCTION FENCING - SEE SHEET CG101 FOR ADDITIONAL INFORMATION
EXISTING ELECTRICAL TRANSFORMER TO BE REMOVED
EXISTING ELECTRICAL MANHOLE TO BE REMOVED
EXISTING STEAM LINES TO REMAIN - PROTECT IN PLACE
EXISTING 40 TON PORTABLE HIGH STATIC AC TO BE RELOCATED
EXISTING FIRE HYDRANT TO BE RELOCATED17
18 EXISTING TREE TO REMAIN - PROTECT IN PLACE
19 EXISTING STREET/PEDESTRIAN LIGHT TO REMAIN - PROTECT IN PLACE
20 EXISTING HEDGES TO BE REMOVED
21 EXISTING STORM DRAIN MANHOLE TO BE REMOVED
22 EXISTING STORM DRAIN PIPE TO BE REMOVED
C
UNDERGROUND STEAM LINE
23 EXISTING A.C. PAVEMENT TO BE REMOVED
24 EXISTING CONCRETE CURB TO BE REMOVED
25 EXISTING STEAM LINES TO BE REMOVED
26 EXISTING STEAM MANHOLE TO BE REMOVED
BUILDING NUMBER
UTILITY POINT OF DISCONNECT
NOTE:
UTILITYCONTRACTOR TO TEMPORARILY REMOVE AND STORE SITE FURNITURE FOR REMOVAL OF PADS IN PATHWAY OF EXCAVATION PERMITTED. CONTRACTOR TO POUR NEW SITE PADS FOR ANY PADS REMOVED OR DAMAGED FOR EXCAVATION. REINSTALL SITE FURNITURE
AFTER ELECTRICAL WORK DONE AND ALL PADS RESTORED.
DEDUCTIVE ALTERNATE:
SEE SHEET CS101 FOR ADDITIONAL INFORMATION
DN
C
C
C
NEW BUILDING
DEDUCTIVE ALTERNATE 2
DEDUCTIVE ALTERNATE 3
DEDUCTIVE ALTERNATE 4
1"=20'F1 CIVIL - SITE PLAN 020' 20' 40'10'
EXISTING PROPOSED
LIMITS OF CONSTRUCTION
EX. CONCRETE
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
WATER VALVE
SIDEWALK
FENCE
SEWER/STORM PVC CLEAN-OUT
STORM DRAIN CATCH BASIN
CONTRACTOR STAGING AREA
CURB
STREETLIGHT
SIDEWALK BOLLARD LIGHT
OVERHEAD POWER POLE
BOLLARD POLE
VEGETATION / TREE
FIRE HYDRANT
"LIMITS OF CONSTRUCTION" IDENTIFIES AN IMAGINARY LINE AROUND ALL
AREAS IN WHICH CONSTRUCTION WILL OCCUR. SOME ADDITIONAL AREAS MY BE
IMPACTED BY UTILITY INFRASTRUCTURE TIE-INS. COORDINATE WITH COR.
"LIMITS OF CONTRACTOR FENCED AREA" IDENTIFIES THE CONTRACTOR'S
FENCE (TO COMPLY WITH VA STANDARDS) AROUND THE BUILDING
CONSTRUCTION AREA. COORDINATE WITH COR.
"OPTIONAL TEMPORARY CONTRACTOR MATERIAL LAYDOWN AREA" IDENTIFIES
AREAS FOR CONTRACTOR TO TEMPORARILY STAGE MATERIALS.
SURVEY DISCLAIMER
SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND ,
PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C. CONSTRUCTION HAS
OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY
VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION,
CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION TO
PROVIDE NON-INTERRUPTION OF SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND
TO AVOID DAMAGE THERETO. UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR
TO OBTAIN LOCATION OF SAME SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS
EXPENSE.
EXCAVATION NOTE
CONTRACTOR TO HAND DIG WITHIN 5' OF KNOWN UTILITIES.
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
Revisions: Date:
ISSUED FOR BIDDING
A/E:
TRIPLE C - The A/E Group 100 Pearl Street, 14th floor Hartford, CT 06103 860-270-0753 Mat Perkins
07/18/2024
689-411
B1
950 CAMPBELL AVENUE, WEST HAVEN, CT 06516
CONSTRUCT NEW
INPATIENT PHARMACY
CIVIL - SITE PLAN
CS101
STRUBLEPERKINS
ACCESSIBLE ROUTE
C C
DEDUCTIVE ALTERNATE:
(DEDUCTIVE ALTERNATES ARE CASCADING AND MUST BE EXERCISED IN THE ORDER PRESENTED)
DEDUCT ALTERNATE #1: ELIMINATE EXTERIOR THIN CONCRETE AND METAL PANEL SYSTEM CHANGE
TO EIFS SYSTEM ON EXTERIOR ENVELOPE SYSTEM.
DEDUCT ALTERNATE #2: ELIMINATE 280 S.F. OF STORAGE SPACE
DEDUCT ALTERNATE #3: ELIMINATE THE CONFERENCE ROOM, STAFF LOCKER ROOM AND STAFF
LOUNGE, 600 S.F
DEDUCT ALTERNATE #4: ELIMINATE 425 S.F. OF OFFICE SPACE
BUILDING NUMBER
DN
C
C
C
108.99
EX SW
99100 108.97
SW
108.31
SW
108.51
SW
108.51
BLDG
108.73
BLDG
108.24
BLDG
108.99
BLDG
109.16
GRATE
109.99
BLDG
109.08
BLDG
108.66
BLDG
NEW BUILDING
FF=110.88'
108.36
BLDG
110.84
BLDG
109.24
SW
109.26
SW
109.14
SW
110.72
LANDING
EXISTING BUILDING 1
EX. FF=110.88'
109.12
SW
109.02
EX SW
108.94
EX SW
108.88
EX SW
108.84
EX SW
108.28
SW
108.66
SW108.72
SW
108.61
SW
108.54
SW
108.37
SW 108.42
SW
108.50
SW
108.37
SW
109.37
PAD
109.21
RIM
110.35
PAD
109.36
RIM
108.98
RIM
108.42
RIM
109.07
EX SW
109.10
EX SW
109.48
EX SW
109.47
EX SW
109.48
SW
109.39
SW
109.32
SW 109.18
SW
109.18
BLDG
108.93
SW
107108
10911
109.15
EX SW
109.26
EX SW
110.84
BLDG
110.72
LANDING
108.40
PAD
109.13
PAD
109.03
PAD
108.38
PAD
109.06
EX SW109.09
EX SW
108.56
SW
109.42
SW
CG502
B1
1"=20'F1 CIVIL - GRADING PLAN 020' 20' 40'10'
EXISTING PROPOSED
LIMITS OF CONSTRUCTION
EX. CONCRETE
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
SIDEWALK
FENCE
SEWER/STORM PVC CLEAN-OUT
STORM DRAIN CATCH BASIN / FLOOR DRAIN
CONTRACTOR STAGING AREA
CURB
STREETLIGHT
SIDEWALK BOLLARD LIGHT
OVERHEAD POWER POLE
BOLLARD POLE
VEGETATION / TREE
FIRE HYDRANT
SLOPE AND FLOW DIRECTION
SPOT ELEVATION
"LIMITS OF CONSTRUCTION" IDENTIFIES AN IMAGINARY LINE AROUND ALL AREAS IN WHICH
CONSTRUCTION WILL OCCUR. SOME ADDITIONAL AREAS MY BE IMPACTED BY UTILITY
INFRASTRUCTURE TIE-INS. COORDINATE WITH COR.
"LIMITS OF CONTRACTOR FENCED AREA" IDENTIFIES THE CONTRACTOR'S FENCE (TO COMPLY
WITH VA STANDARDS) AROUND THE BUILDING CONSTRUCTION AREA. COORDINATE WITH COR.
"OPTIONAL TEMPORARY CONTRACTOR MATERIAL LAYDOWN AREA" IDENTIFIES AREAS FOR
CONTRACTOR TO TEMPORARILY STAGE MATERIALS.
SURVEY DISCLAIMER
SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND ,
PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C. CONSTRUCTION HAS
OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY
VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION,
CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION TO PROVIDE NON-INTERRUPTION OF SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND TO
AVOID DAMAGE THERETO. UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR TO
OBTAIN LOCATION OF SAME SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS
EXPENSE.
EXCAVATION NOTE
CONTRACTOR TO HAND DIG WITHIN 5' OF KNOWN UTILITIES.
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
Revisions: Date:
ISSUED FOR BIDDING
A/E:
TRIPLE C - The A/E Group 100 Pearl Street, 14th floor Hartford, CT 06103 860-270-0753 Mat Perkins
07/18/2024
689-411
B1
950 CAMPBELL AVENUE, WEST HAVEN, CT 06516
CONSTRUCT NEW
INPATIENT PHARMACY
CIVIL - GRADING PLAN
CG101
STRUBLEPERKINS
CONSTRUCT UTILITY TRENCH - SEE DETAIL B1, SHEET CG5017
CONSTRUCT 5" CONCRETE SIDEWALK - SEE DETAIL B3, SHEET CG5018
CONNECT TO EXISTING CONCRETE - SEE DETAIL B6, SHEET CG501,MATCH GRADE9
CONSTRUCT CONCRETE DRIVE - SEE DETAIL B3, SHEET CG50210
CONSTRUCT ACCESSIBLE RAMP - SEE DETAIL F1, SHEET A-42111
CONSTRUCT 8' CONSTRUCTION FENCING W/ TWO (2) 6' CENTER LOCKING SWING GATES13
CONSTRUCT CONSTRUCTION AND SAFETY SIGN PER DETAIL F8, SHEET CG50114
CONSTRUCT 48" STORM DRAIN MANHOLE - SEE DETAIL B3, SHEET CU501
CONSTRUCT MECHANICAL PAD - SEE DETAIL C4, SHEET CG501
CONSTRUCT LANDSCAPE ROCK OVER FRENCH DRAIN - SEE CROSS SECTION B1, SHEET CG502
CONSTRUCT "BERM" OVER NEW ELECTRICAL DUCT - SEE CROSS SECTION F4, SHEET CG502
CONSTRUCT TEMPORARY ASPHALT SIDEWALK - IN USE DURING PHASE 2, SEE DETAIL C6, SHEET CG501
- TO BE REMOVED AT END OF CONSTRUCTION, REPAIR GROUND AND INSTALL SOD MATCHING EXISTING
EXISTING BUILDING EGRESS TO REMAIN OPEN - DO NOT BLOCK - SEE PHASING PLAN
CONSTRUCT CONSTRUCTION YARD ENTRANCE GATE - (2) 6' CENTER LOCKING
C C
WATER VALVE
CONSTRUCT CONCRETE CURB - SEE DETAIL F1, SHEET CG501, MATCH EXISTING15
CONSTRUCT TRENCH IN PAVED AREA - SEE DETAIL C3, SHEET CG501 & B5, SHEET CG502, MATCH EXISTING16
- SEE DETAIL F4, SHEET CG501
17 CONSTRUCT ACCESSIBLE PAVEMENT STRIPING - MATCH EXISTING
TRENCHING LIMITS
BUILDING NUMBER
DEDUCTIVE ALTERNATE:
SEE SHEET CS101 FOR ADDITIONAL INFORMATION
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
Revisions: Date:
ISSUED FOR BIDDING
A/E:
TRIPLE C - The A/E Group 100 Pearl Street, 14th floor Hartford, CT 06103 860-270-0753 Mat Perkins
07/18/2024
689-411
B1
950 CAMPBELL AVENUE, WEST HAVEN, CT 06516
CONSTRUCT NEW
INPATIENT PHARMACY
CIVIL - GRADING DETAILS 1
CG501
STRUBLEPERKINS
NOT TO SCALE VA STD. SD010000-01F8
VA OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT
U.S. Department of Veterans Affairs
TRIPLE C - THE A/E GROUP, LLC(GENERAL CONTRACTOR)
CONSTRUCT NEW INPATIENT PHARMACY
PROJ. NO. 689-411
CL
PROJECT RENDERING
SITE CONSTRUCTION SIGN
PLAN VIEW
2" x 4" FRAMING
4" x 6"POSTS
FACE
SITE SAFETY PLAN VIEW
2" x 4" FRAMING
4" x 6"POSTS
FACE
U.S. Department of Veterans Affairs
THIS PROJECT HAS WORKED
CL
0 0 0 DAYS
WITHOUT A LOST TIME ACCIDENT
THE LIFE YOU SAVE MAY BE YOUR OWN
GENERAL CONTRACTORS FIRM NAME
ZERO IN ON
SAFETY
ALL VISIBLE SURFACES TO BE
PRIMED AND PAINTED
SIGN ATTACHED TOGETHER WITH
WOOD SCREW & LAG BOLTS
CHANGEABLE NUMBERS
FACE PANEL TO BE AN EXTERIOR GRADE. MDO
SHEERT OR AN ALUMINU M SKIN LAMINATED TO
A WOOD OR PLASTIC CORE IS PREFERRED
WITH EDGES PHYSICALLY SEALED.
4" x 4" POSTS
DEPTH & TYPE OF FOOTING
DETERMINED BY EXISTING
SOIL CONDITIONS.
DEPTH & TYPE OF FOOTING
DETERMINED BY EXISTING
SOIL CONDITIONS.
NOT TO SCALE
PIPE
OD
12"
MIN
MAX
(TYP)
AREAS WITHIN PUBLIC RIGHTS-OF WAY
TRENCH BACKFILL REQUIREMENTS
ABOVE PIPE ZONE - TYPE II AGGREGATE
BASE BACKFILL COMPACTED TO 90% OF
MAX DENSITY, OR CLSM
EXIST GRADE
4" MIN
BEDDING
PIPE ZONE (INCLUDING BEDDING)
PIPE SIZES 24" AND SMALLER:
TYPE II AGGREGATE BASE BACKFILL
COMPACTED TO 90% OF MAX DENSITY,
OR CLSM
PIPE SIZES LARGER THAN 24" CLSM
ONLY (SEE SPECS)
IN AREAS OF EXCESSIVE GROUND WATER OR POOR SUBGRADE MATERIAL,
USE DRAIN BACKFILL SECTION TO A MAXIMUM DEPTH OF 18" FOR
STABILIZATION. INSTALL AND COMPACT AS DIRECTED BY THE ENGINEER.
B1 NOT TO SCALE VA STD. SD320523-18
NOTES:
1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER
ADJACENT STRUCTURES.
2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL
EXTEND THE FULL DEPTH OF THE CONCRETE.
3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A
SPACING THAT MATCHES THE ADJACENT CURB.
4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS.
5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF
SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.
6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH
IN A TRANSVERSE DIRECTION.
7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.
1" [25mm]
SCORED OR SAWCUT
CONTRACTION JOINT.
TOP OF CURB
1/4" [6mm] DEEP
SCORED JOINTS
1/4" [6mm] R. (TYP.)
FORMED JOINTS
ONLY
CLASS "B"
CONCRETE
EXPANSION JOINT WITH 1/4"
[6mm] BITUMINOUS JOINT
FILLER
1% MIN. 2%
MAX.
1% MIN. 2%
MAX.
10.5' MAX.
[3200mm]
TYPICAL SECTION
EXPANSION AND SCORED JOINT DETAIL
[5m m]
[18288mm]
EXPANSION JOINT TO EXPANSION JOINT
[18288mm]
EXPANSION JOINT TO EXPANSION JOINT
(TYP) PL
AN
S
PL
AN
S
PLAN
'A'
B3
NEW 4" THICK CONCRETE
SLAB-ON-GRADEEXISTING
CONCRETE SLAB
6"
COMPACTED
SUBGRADEEXISTING SUBGRADE,
DO NOT DISTURB
3/8" EXPANSION JOINT PAD
& SEALANT
NO. 4 BARS @ 12" O.C.
DRILL & EPOXY INTO
EXISTING SLAB
NOT TO SCALEB6
NOT TO SCALEC1
4:1 MAX
GRADE TO SIDEWALK OR BLDG
SEE GRADING PLAN CG501
GRADE TO SIDEWALK OR BLDG
SEE GRADING PLAN CG501
4:1 MAX
C3
BACK OF CURB
PLAN
TYPICAL SECTION
FLOWLINE
WEAKENED
PLANE JOINTS
10' (TYP.) 10'
1" 17"
6"7"
NOTES:
1. 1" BATTER ON GUTTER FACE OPTIONAL.
2. WHERE LONGITUDINAL SLOPE IS LESS THAN
0.4%, THE FLOW LINE SHALL BE WATER
TESTED.
1/2" R
12"
6" 1"
1/4"
1" R
CONCRETE
1/2" R
1"
25"
1-1/2" 4-1/2"
4-1/2" 6"
1-1/2"
SEE
NOTE 1
1/2" EXPANSION JOINT AT ALL COLD JOINTS, AT
BEGINNING AND END OF RETURN AND AT 300'
MAX. INTERVALS FOR EXTRUDED CURB AND 30'
MAX. INTERVALS FOR FORMED CURB.
F1
2" ASPHALTIC CONCRETE PAVEMENT,
2 LIFTS
6" AGGREGATE BASE COURSE MATERIAL
SUBGRADE PREPARED PER GEOTECHNICAL
RECOMMENDATIONS
NOT TO SCALEC6
NOTES:
- TEMPORARY SIDEWALK TO BE REMOVED UPON
COMPLETION OF RENOVATION.
- INSTALL SOD AT REMOVED SIDEWALK
LOCATION, RETURN SITE TO
PRE-CONSTRUCTION CONDITION. MATCH
EXISTING GRADE.
NOT TO SCALE F4
NOTES:
- TEMPORARY FENCE TO BE REMOVED UPON
COMPLETION OF RENOVATION.
C4 NOT TO SCALE
1.
2.
3.
4.
5.
6.
EQUIPMENT.
MINIMUM 12" THICK
CONCRETE SLAB ON
SUBGRADE.
#4 AT 12" O.C. EACH WAY TOP
AND BOTTOM.
TOOLED EDGE.
EXISTING GROUND
FOR SUBBASE
REQUIREMENTS, SEE PLANS.
NOTE:
COORDINATE EQUIPMENT PAD
EDGE DIMENSION AND
DIMENSION ABOVE FINISHED
FLOOR REQUIREMENTS WITH
MECHANICAL DRAWINGS.
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
Revisions: Date:
ISSUED FOR BIDDING
A/E:
TRIPLE C - The A/E Group 100 Pearl Street, 14th floor Hartford, CT 06103 860-270-0753 Mat Perkins
07/18/2024
689-411
B1
950 CAMPBELL AVENUE, WEST HAVEN, CT 06516
CONSTRUCT NEW
INPATIENT PHARMACY
CIVIL - GRADING DETAILS 2
CG502
STRUBLEPERKINS
NOT TO SCALE F4
MA
IN
TA
IN
" M
IN
. C
OV
ER
EXISTING UNDERGROUND MAN-WAY
PROPOSED ELECTRICAL PAD
4:1 MAX.
REPLACE EXISTING SIDEWALK 4:1 MAX.
NEW CONCRETE ELECTRICAL DUCT BANK
SEE SHEET ES100
GRADE TO EXISTING
FILL OVER NEW ELECTRICAL DUCT BANK
MAINTAIN 18" MIN. COVER
CONSTRUCT SIDEWALK
NEW BUILDING
EXISTING GROUND
CONSTRUCT 6" PVC PERFORATED PIPE
W/ FILTER FABRIC WRAP
CONSTRUCT LANDSCAPE ROCK BED
1' DEPTH x 2' WIDTH. 1" MINIMUM ROCK SIZE
GRADE TO EXISTING - 4:1 MAX SLOPE
2%MAX.
NOT TO SCALE NOT TO SCALE
1. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN ACCORDANCE WITH THE
SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE.
2. TRENCH BACKFILL SHALL COMMENCE 1 FOOT [305mm] ABOVE THE TOP OF PIPE AND SHALL BE PER SECTION 31 20 11.
3. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER SECTION 31 20 11.
4. ABC SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16.
5. PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 05 23.
6. ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16.
7. ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16 FOR THE TYPE SPECIFIED.
8. BITUMINOUS SURFACE TREATMENT (CHIP SEAL) SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 12 16
FOR THE TYPE SPECIFIED.
9. LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY CENTERLINE SHALL BE SMOOTH STEEL DOWELS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 32 05 23. DOWELS SHALL BE SIZED AND SPACED AS FOLLOWS:
PCCP THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING
6" [150mm] #5 [No. 16] 12" [305mm] 18" [455mm] 7" [180mm] #6 [No. 19] 15" [380mm] 15" [380mm] 8" [180mm] #8 [No. 19] 15" [380mm] 12" [305mm] 10" [180mm] #10 [No. 19] 15" [380mm] 12" [305mm]
10. DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE ROADWAY CENTERLINE WHEN THE TRENCH LENGTH IS GREATER THAN 50 FEET [15240mm]. TIE BARS SHALL BE 24 INCHES [610mm] LONG. DEFORMED #4 [No. 13] BARS FOR PCCP LESS THAN 8 INCHES [205mm] THICK AND #5 [No. 16] BARS IF 8 INCHES [205mm] THICK OR MORE. TIE BARS SHALL BE PLACED 30 INCHES [760mm] CENTER-TO-CENTER.
11. HOLES SHALL BE DRILLED 1 FOOT [305mm] INTO THE EXISTING SLAB FOR TIE BARS AND 7 INCHES [180mm] FOR DOWELS. HOLES SHALL BE OF A DIAMETER SUFFICIENT TO ACCOMMODATE THE TIE BAR ANCHORAGE OR DOWEL CAP. TIE BARS SHALL BE
ANCHORED WITH AN APPROVED HIGH VISCOSITY EPOXY.
12. IF THE CONCRETE SLAB REMAINING NEXT TO A LONGITUDINAL OR TRANSVERSE JOINT IS LESS THAN 6 FEET [1829mm] AT ITS
NARROWEST WIDTH, REMOVE AND REPLACE THE EXISTING CONCRETE TO THE JOINT.
NOT TO SCALE
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GAS
GAS
GAS
GAS
GAS
PIV
NEW
BUILDING
EX. SAN. SEWER
EX. SAN. SEWER
EX. WATER
EX. WATER
EX. WATER
EX. WATER
EX. NAT. GAS
EX
. E
LE
CT
RI
CA
L
PROP. NAT. GAS PROP. NAT. GAS
EXISTING BUILDING 1
EX. FF=110.88'
SDMH #1A (NEW)
RIM:109.36
N: 663805.9468 E: 942161.7074
INV IN:99.22 6" PVC N
INV IN:98.92 12" PVC SE
INV OUT:98.72 12" PVC SW
SDMH #3A (NEW)
RIM:108.98
N: 663833.5881 E: 942338.2870
INV IN:102.32 12" PVC NE
INV OUT:102.20 12" PVC SW
SDMH #2A (NEW)
RIM:108.44
N: 663774.9813 E: 942236.1281
INV IN:99.43 12" PVC NE
INV IN:106.39 6" PVC E
INV OUT:99.33 12" PVC NW
EX. SMH-18
RIM:108.87
N: 663734.0240 E: 942036.3372
3.74 LF 12" PVC @ S=2.35%
32.73 LF 12" PVC @ S=0.50%
EX. 12" PVC SD @ S=0.28%
EX. 17-LF 12" PVC SD S=2.25%
FF=110.88'
EX. SSMH #21
RIM:109.35
N: 663928.8125 E: 942169.2022
INV IN:95.91 8" PVC (S)
EX. SSMH #20
RIM:108.98
N: 663852.1331 E: 942180.5644
INV IN:96.03 8" PVC (SW)
INV OUT:95.74 8" PVC (N)
EX
. 8
" P
VC
S S
S
0.2
2%
EX. SSMH #19
RIM:109.23
N: 663820.7447 E: 942128.2558
INV IN:96.52 8" PVC (NW)
INV OUT:96.52 8" PVC (NE)
EX. 8" PVC SS @ S=0.80%
EX. SSMH #26
RIM:109.68
N: 663872.7270 E: 942029.8457
INV OUT:97.04 8" PVC (SE)
EX. 8" PVC SS @ S=0.47%
CONNECTION
N: 663862.0628 E: 942216.0632
INV OUT:99.38 6" (NW)
NEW 4 IN SS CLEANOUT
RIM:108.75
N: 663866.4902 E: 942213.5233
INV IN:99.12 6" (SE)
INV OUT:99.12 6" (W)5.10 LF 6" @ S=5.00%
34.71 LF 6" @ S=6.34%
NEW SS WYE CONNECTION
RIM:97.52
N: 663861.3384 E: 942179.2004
INV IN:95.76 8" PVC (S)
INV IN:96.92 6" (E)
INV OUT:95.76 8" PVC (N)
SD FLOOR INLET
RIM:101.88
N: 663849.6438 E: 942193.5362
INV OUT:100.50 6" PVC SE
SD 45° BEND
RIM:100.83
N: 663811.0400 E: 942215.6825
INV IN:100.28 6" PVC NW
INV OUT:100.28 6" PVC SW
44.51 LF 6" PVC @
S=0.50%
SDCO #1
RIM:108.20
N: 663793.6960 E: 942208.4659
INV IN:100.19 6" PVC NE
INV OUT:100.19 6" PVC SW
18.79 LF
6" PVC
@ S=0.50%
S.D. WYE #1
RIM:108.26
N: 663787.5545 E: 942205.9105
2.40 LF 6" PVC @ S=0.50%
SDCO #2
RIM:109.14
N: 663836.2506 E: 942166.3759
38.61 LF 6" PVC @
S=0.50%
.66
LF
6"
P
VC
S
=2 .22
PERF. PIPE END EAST
RIM:107.49
N: 663829.3532 E: 942334.8009
INV OUT:106.95 6" PVC SW
PERF. PIPE END WEST
RIM:106.96
N: 663776.5032 E: 942242.6768
INV IN:106.42 6" PVC NE
INV OUT:106.42 6" PVC W
106.21 LF 6"
PERF. PVC @ S=0.50%
6.72 LF 6" PVC @ S=0.50%
104.3
INV.
100.7
INV.
102.5
INV.
100.7
INV.
101.9
INV.
104.5
INV.
103.11
INV.
104.5
INV.
50.01 LF 12" PVC @ S=2.35%
51.05 LF 12" PVC @ S=2.35%
12.97 LF 12" PVC @ S=2.35%
138.51 LF 8" PVC WATER
12.34 LF 8" PVC WATER
27.33 LF 8" PVC WATER
.68
LF
8"
P
VC
W
AT
ER
105.0
INV.
4.25 LF 6" PVC @ S=0.50%
1"=20'F1 CIVIL - UTILITY PLAN 020' 20' 40'10'
CONSTRUCT 8" PVC WATER MAIN - SEE DETAIL B1, SHEET CG501
CONSTRUCT 6" PVC SANITARY SEWER LATERAL - SEE DETAIL B1, SHEET CG501
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
Revisions: Date:
ISSUED FOR BIDDING
A/E:
TRIPLE C - The A/E Group 100 Pearl Street, 14th floor Hartford, CT 06103 860-270-0753 Mat Perkins
07/18/2024
689-411
B1
950 CAMPBELL AVENUE, WEST HAVEN, CT 06516
CONSTRUCT NEW
INPATIENT PHARMACY
CIVIL - UTILITY PLAN
CU101
STRUBLEPERKINS
INSTALL FIRE HYDRANT DESIGNATED AS "TO BE RELOCATED" - SEE SHEET CD101
CONSTRUCT 6" PVC WATER LINE, TEE AND GATE VALVE FOR FIRE HYDRANT
CONSTRUCT 4" SANITARY SEWER WYE CONNECTION TO EXISTING SEWER MAIN
CONSTRUCT 12" PVC STORM DRAIN PIPE - SEE PLUMBING PLANS SHEET PP100
LEGEND
GAS
LIMITS OF CONSTRUCTION
WATERLINE
SANITARY SEWER LINE
STORM DRAIN LINE
UNDERGROUND ELECTRICAL LINE
CONCRETE SIDEWALK
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
WATER VALVE
SIDEWALK
UNDERGROUND GAS LINE
8' HIGH CONSTRUCTION FENCE
SEWER/STORM PVC CLEAN-OUT
UTILITY LINE CAP
GAS
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
STREETLIGHT
POST INDICATOR VALVE
TELECOMUNNICATIONS
ELECTRICAL MANHOLE
"LIMITS OF CONSTRUCTION" IDENTIFIES AN IMAGINARY LINE AROUND ALL AREAS IN WHICH
CONSTRUCTION WILL OCCUR. SOME ADDITIONAL AREAS MY BE IMPACTED BY UTILITY
INFRASTRUCTURE TIE-INS. COORDINATE WITH COR.
"LIMITS OF CONTRACTOR FENCED AREA" IDENTIFIES THE CONTRACTOR'S FENCE (TO COMPLY
WITH VA STANDARDS) AROUND THE BUILDING CONSTRUCTION AREA. COORDINATE WITH COR.
"OPTIONAL TEMPORARY CONTRACTOR MATERIAL LAYDOWN AREA" IDENTIFIES AREAS FOR
CONTRACTOR TO TEMPORARILY STAGE MATERIALS.
SURVEY DISCLAIMER
SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND ,
PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C. CONSTRUCTION HAS
OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY
VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION,
CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION TO PROVIDE NON-INTERRUPTION OF SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND TO
AVOID DAMAGE THERETO. UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR TO
OBTAIN LOCATION OF SAME SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS
EXPENSE.
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION OF ALL WORK RELATED TO MECHANICAL UTILITIES AS SHOWN ON THIS PLAN INCLUDING: TRENCHING, BACKFILL, SUPPORTS, CLEANOUT PADS, SERVICE STOPS AND BOXES, SERVICE LINES, TESTING, CLEANING, AND STERILIZING. ANY WORK NOT ACCEPTED BY THE ARCHITECT OR ENGINEER DUE TO IMPROPER WORKMANSHIP OR LACK OF PROPER COORDINATION SHALL BE REMOVED AND CORRECTLY INSTALLED AT THE CONTRACTOR'S EXPENSE, AS
DIRECTED.
2. MINIMUM DEPTHS OF COVER SHALL BE: 36" FOR WATERLINES AND 48" FOR SEWER, EXCEPT AT BUILDING
CONNECTION.
3. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED OR PROVIDED OF HEREON, BE CONSTRUCTED IN ACCORDANCE WITH THE IAPMO UNIFORM PLUMBING
CODE & NFPA 24, LATEST EDITION.
4. UTILITY LINES SHALL BE INSTALLED PRIOR TO PAVEMENT, CURB AND GUTTER, AND/OR SIDEWALK, AS
APPLICABLE.
5. ROUGH GRADING OF SITE (+/- 0.5') SHALL BE COMPLETED PRIOR TO INSTALLATION OF UTILITY LINES.
6. CONTRACTOR WILL BE RESPONSIBLE FOR CONNECTIONS TO NEW AND EXISTING BUILDING DRAIN LINES AND ALL
NECESSARY FITTINGS.
7. ALL VALVES SHALL BE ANCHORED PER STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION DETAIL 663-02.
8. FIRE LINES SHALL USE PIPE MATERIALS UNDERWRITERS LABORATORIES LISTED AND APPROVED FOR FIRE
SERVICE.
9. UTILITY LOCATIONS DETERMINED FROM VA MASTER UTILITY PLAN. CONTRACTOR SHALL VERIFY INVERTS AND
LOCATIONS OF EXISTING UTILITY LINES PRIOR TO BEGINNING OF WORK. ALL CONFLICTS SHALL BE BROUGHT TO
ATTENTION OF THE C.O.R. AND RESOLVED PRIOR TO BEGINNING OF WORK.
10. CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION OF FIRE SERVICE LINES, AND PRIOR TO TESTING OF ALL WATERLINES. CONTRACTOR SHALL COMPLETE, SIGN, AND SUBMIT THE "CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR UNDERGROUND PIPING" IN ACCORDANCE WITH NFPA 24.
11. PROTECT ALL SITE DRAINS WITH FITTED FILTER FABRIC AND SILT FENCING TO REDUCE AND CONTAIN SILT
RUNOFF FROM ENTERING THE DRAIN. FABRIC MUST BE CLEANED ON A DAILY BASIS.
UTILITY NOTES
1. ALL ELECTRICAL CONDUIT AND TELECOMMUNICATIONS CONDUIT SHOWN IS FOR REFERENCE ONLY. PLEASE
SEE ELECTRICAL PLAN ES100 FOR DETAILED INFORMATION.
EXCAVATION NOTE
CONTRACTOR TO HAND DIG WITHIN 5' OF KNOWN UTILITIES.
CONSTRUCT 48" PRECAST CONC. STORM DRAIN MANHOLE - SEE DETAIL B3, SHEET CU501
UTILITIES WITHIN NEW UTILITY TUNNEL - SEE PLUMBING PLANS SHEET PP100
CONSTRUCT GAS LINE PIPING - MATCH EXISTING SIZE AND MATERIAL
CONNECT TO EXISTING GAS LINE
CONSTRUCT ELECTRICAL MANHOLE- SEE ELECTRICAL PLAN ES100
CONSTRUCT ELECTRICAL CONCRETE DUCT- SEE ELECTRICAL PLAN ES100
CONNECT TO EXISTING ELECTRICAL DUCT- SEE ELECTRICAL PLAN ES100
CONNECT TO EXISTING 8" WATER LINE
CONSTRUCT WATER PIV - SEE DETAIL E1, SHEET CU501
CONSTRUCT CONSTRUCTION FENCING - SEE SHEET CG101 FOR ADDITIONAL INFORMATION
CONSTRUCT STEAM PIPE RELOCATION - SEE MECHANICAL PLANS MH100
C
UNDERGROUND STEAM LINE
W/ FERNCO 4" WYE TAP SADDLE TSW-4 OR APPROVED EQUAL - SEE DETAIL E5, SHEET CU501
CONSTRUCT ELECTRICAL SECTIONALIZING CABINETS - SEE ELECTRICAL PLAN ES100
CONSTRUCT 8"x8" PVC WATERLINE TEE - SEE DETAILS E7 AND
CONSTRUCT 8" GATE VALVE - SEE DETAIL B9, SHEET CU501
CONSTRUCT WATERLINE 2" BLOW-OFF FOR CONNECTION TO NEW BUILDING
CONSTRUCT 8"x8"x6" PVC WATERLINE TEE - SEE DETAIL E7, SHEET CU501
UTILITY SEPARATION NOTE
SEE SHEET CU201 FOR UTILITY SEPARATION NOTES
CONSTRUCT 4" PVC S.D. ROOF DRAIN LATERAL
CONSTRUCT PEDESTRIAN LIGHT - SEE ELECTRICAL PLANS SHEET ES103
CONSTRUCT 1" PVC STREETLIGHT CONDUIT - SEE ELECTRICAL PLANS SHEET ES103
B7, SHEET CU501 FOR CONNECTION CROSSING INFORMATION
AFTER WATER MAIN REPLACEMENT - SEE DETAIL B1, SHEET CU501
- SEE DETAIL B1, SHEET CG501
- SEE DETAIL B9 & E7, SHEET CU501
CONSTRUCT 6" SANITARY/STORM SEWER CLEAN-OUT - SEE DETAIL B5, SHEET CU501
BUILDING NUMBER
STORM DRAIN CATCH BASIN / FLOOR DRAIN
DEDUCTIVE ALTERNATE:
SEE SHEET CS101 FOR ADDITIONAL INFORMATION
CONNECT TO EXISTING ELECTRICAL MANHOLE - SEE DETAIL F3, SHEET CU501
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GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
G
AS
PIV
CONNECTION
N: 663862.0628 E: 942216.0632
INV OUT:99.38 6" (NW)
NEW 4 IN SS CLEANOUT
RIM:108.75
N: 663866.4902 E: 942213.5233
INV IN:99.12 6" (SE)
INV OUT:99.12 6" (W)
5.10 LF 6" @ S=5.00%
34.71 LF 6" @ S=6.34%
"LIMITS OF CONSTRUCTION" IDENTIFIES AN IMAGINARY LINE AROUND ALL AREAS IN WHICH
CONSTRUCTION WILL OCCUR. SOME ADDITIONAL AREAS MY BE IMPACTED BY UTILITY
INFRASTRUCTURE TIE-INS. COORDINATE WITH COR.
"LIMITS OF CONTRACTOR FENCED AREA" IDENTIFIES THE CONTRACTOR'S FENCE (TO COMPLY
WITH VA STANDARDS) AROUND THE BUILDING CONSTRUCTION AREA. COORDINATE WITH COR.
"OPTIONAL TEMPORARY CONTRACTOR MATERIAL LAYDOWN AREA" IDENTIFIES AREAS FOR
CONTRACTOR TO TEMPORARILY STAGE MATERIALS.
SURVEY DISCLAIMER
SURVEY INFORMATION OF SITE DETERMINED FROM VA SUPPLIED AS-BUILT DRAWINGS AND ,
PHOTOGRAPHIC, VISUAL, AND LIDAR SURVEY CONDUCTED BY TRIPLE C. CONSTRUCTION HAS
OCCURRED ON THIS SITE SINCE THE SURVEY WAS COMPLETED. CONDITION OF THE SITE MAY
VARY FROM THE SURVEYED CONDITION. UTILITY LOCATIONS ARE IN APPROXIMATE LOCATION,
CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO CONSTRUCTION TO PROVIDE NON-INTERRUPTION OF SERVICE, TO ENSURE PROPER CLEARANCE/SEPARATION, AND TO
AVOID DAMAGE THERETO. UTILITIES DAMAGED THROUGH NEGLIGENCE OF THE CONTRACTOR TO
OBTAIN LOCATION OF SAME SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT HIS
EXPENSE.
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION OF ALL WORK RELATED TO MECHANICAL UTILITIES AS SHOWN ON THIS PLAN INCLUDING: TRENCHING, BACKFILL, SUPPORTS, CLEANOUT PADS, SERVICE STOPS AND BOXES, SERVICE LINES, TESTING, CLEANING, AND STERILIZING. ANY WORK NOT ACCEPTED BY THE ARCHITECT OR ENGINEER DUE TO IMPROPER WORKMANSHIP OR LACK OF PROPER COORDINATION SHALL BE REMOVED AND CORRECTLY INSTALLED AT THE CONTRACTOR'S EXPENSE, AS
DIRECTED.
2. MINIMUM DEPTHS OF COVER SHALL BE: 36" FOR WATERLINES AND 48" FOR SEWER, EXCEPT AT BUILDING
CONNECTION.
3. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED OR PROVIDED OF HEREON, BE CONSTRUCTED IN ACCORDANCE WITH THE IAPMO UNIFORM PLUMBING
CODE & NFPA 24, LATEST EDITION.
4. UTILITY LINES SHALL BE INSTALLED PRIOR TO PAVEMENT, CURB AND GUTTER, AND/OR SIDEWALK, AS
APPLICABLE.
5. ROUGH GRADING OF SITE (+/- 0.5') SHALL BE COMPLETED PRIOR TO INSTALLATION OF UTILITY LINES.
6. CONTRACTOR WILL BE RESPONSIBLE FOR CONNECTIONS TO NEW AND EXISTING BUILDING DRAIN LINES AND ALL
NECESSARY FITTINGS.
7. ALL VALVES SHALL BE ANCHORED PER STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION DETAIL 663-02.
8. FIRE LINES SHALL USE PIPE MATERIALS UNDERWRITERS LABORATORIES LISTED AND APPROVED FOR FIRE
SERVICE.
9. UTILITY LOCATIONS DETERMINED FROM VA MASTER UTILITY PLAN. CONTRACTOR SHALL VERIFY INVERTS AND
LOCATIONS OF EXISTING UTILITY LINES PRIOR TO BEGINNING OF WORK. ALL CONFLICTS SHALL BE BROUGHT TO
ATTENTION OF THE C.O.R. AND RESOLVED PRIOR TO BEGINNING OF WORK.
10. CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION OF FIRE SERVICE LINES, AND PRIOR TO TESTING OF ALL WATERLINES. CONTRACTOR SHALL COMPLETE, SIGN, AND SUBMIT THE "CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR UNDERGROUND PIPING" IN ACCORDANCE WITH NFPA 24.
11. PROTECT ALL SITE DRAINS WITH FITTED FILTER FABRIC AND SILT FENCING TO REDUCE AND CONTAIN SILT
RUNOFF FROM ENTERING THE DRAIN. FABRIC MUST BE CLEANED ON A DAILY BASIS.
UTILITY NOTES
1. ALL ELECTRICAL CONDUIT AND TELECOMMUNICATIONS CONDUIT SHOWN IS FOR REFERENCE ONLY. PLEASE
SEE ELECTRICAL PLAN ES100 FOR DETAILED INFORMATION.
EXCAVATION NOTE
CONTRACTOR TO HAND DIG WITHIN 5' OF KNOWN UTILITIES.
1"=10'F1 CIVIL - UTILITY PLAN - FOUNDATION DRAIN 010' 10' 20'5'
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
Revisions: Date:
ISSUED FOR BIDDING
A/E:
TRIPLE C - The A/E Group 100 Pearl Street, 14th floor Hartford, CT 06103 860-270-0753 Mat Perkins
07/18/2024
689-411
B1
950 CAMPBELL AVENUE, WEST HAVEN, CT 06516
CONSTRUCT NEW
INPATIENT PHARMACY
CIVIL - UTILITY PLAN
FOUNDATION DRAIN
CU102
STRUBLEPERKINS
UTILITY SEPARATION NOTE
SEE SHEET CU201 FOR UTILITY SEPARATION NOTES
BUILDING WALL
EXTERIOR FINISH GRADE
EXTERIOR OR BASEMENT
4" PERFORATED PVC PIPE
FILTER FABRIC
1" - 2" WASHED ROCK
C5 FOUNDATION DRAIN DETAIL
N.T.S.
CONNECT FOUNDATION DRAINAGE LINE AT
SDCO #1 - SEE SHEET CU101 FOR CONTINUATION
-SEE DETAIL C5, THIS SHEET
UTILITY
TUNNEL
LEGEND
GAS
LIMITS OF CONSTRUCTION
WATERLINE
SANITARY SEWER LINE
STORM DRAIN LINE
UNDERGROUND ELECTRICAL LINE
CONCRETE SIDEWALK
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
WATER VALVE
SIDEWALK
UNDERGROUND GAS LINE
8' HIGH CONSTRUCTION FENCE
SEWER/STORM PVC CLEAN-OUT
UTILITY LINE CAP
GAS
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
STREETLIGHT
POST INDICATOR VALVE
TELECOMUNNICATIONS
ELECTRICAL MANHOLE
C
UNDERGROUND STEAM LINE
BUILDING NUMBER
STORM DRAIN CATCH BASIN / FLOOR DRAIN
EX. 12" PVC SS @ S=0.28% 47.88 LF 12" PVC @ S=0.50% 32.73 LF 12" PVC @ S=0.50%
3.74 LF 12" PVC @ S=2.35%
EX. 12" PVC SS @ S=2.25%
EXISTING STEAM LINE CROSSING
NEW ELECTRICAL
DUCT BANK CROSSING
NEW GAS LINE CROSSING
EXISTING GRADE
PROPOSED GRADE
SD WYE #1 51.05 LF 12" PVC @ S=2.35%
50.01 LF 12" PVC @ S=2.35%
12.97 LF 12" PVC @ S=2.35%
SD
MH
#1 A
(N
EW
RI
M:
9.3
N:
.94
E:
.70
IN
V
IN
:99
.22 6"
P
VC
N
IN
V
IN
:98 .92
" P
VC
S
E
IN
V
OU
T:
.72
" P
VC
S W
SD
MH
#2 A
(N
EW
RI
M:
8.4
N:
.98
E:
.12
IN
V
IN
:99
.43
" P
VC
N E
IN
V
IN
:10
6.3 9 6
" P
VC
E
IN
V
OU
T:
.33
" P
VC
N W
SD
MH
#3 A
(N
EW
RI
M:
8.9
N:
.58
E:
.28
IN
V
IN
:10
2.3 2 1
2" P
VC
N
E
IN
V
OU
T:
2.2 0 1
2" P
VC
S
W
106.21 LF 6" PERFORATED PVC @ S=0.50%
6.72 LF 6" PVC @ S=0.50%
HPS HPS HPS HPS HPS HPS HPS
HPS
HPS HPS HPS HPS HPS HPS HPS HPS
HPS HPS HPS HPS HPS HPS HPS HPS
HPS HPS
H
PS
HPS HPS HPS HPS HPS HPS HPS HPS
HPS H
PS
H
PS
DN
UP
GAS GAS GAS GAS GAS
EXISTING BUILDING 1
EX. FF=110.88'
SDMH #1A (NEW)
RIM:109.36
N: 663805.9468 E: 942161.7074
INV IN:99.22 6" PVC N
INV IN:98.92 12" PVC SE
INV OUT:98.72 12" PVC SW
SDMH #3A (NEW)
RIM:108.98
N: 663833.5881 E: 942338.2870
INV IN:102.32 12" PVC NE
INV OUT:102.20 12" PVC SWSDMH #2A (NEW)
RIM:108.44
N: 663774.9813 E: 942236.1281
INV IN:99.43 12" PVC NE
INV IN:106.39 6" PVC E
INV OUT:99.33 12" PVC NW
3.74 LF 12" PVC @ S=2.35%
32.73 LF 12" PVC @ S=0.50%
EX. 12" PVC SD @ S=0.28%
EX. 17-LF 12" PVC SD S=2.25%
SD FLOOR INLET
RIM:101.88
N: 663849.6438 E: 942193.5362
INV OUT:100.50 6" PVC SE
SD 45° BEND
RIM:100.83
N: 663811.0400 E: 942215.6825
INV IN:100.28 6" PVC NW
INV OUT:100.28 6" PVC SW
.51
LF
6"
P
VC
S
=0 .50
SDCO #1
RIM:108.20
N: 663793.6960 E: 942208.4659
INV IN:100.19 6" PVC NE
INV OUT:100.19 6" PVC SW
18.79 LF
6" PVC
@ S=0.50%
S.D. WYE #1
RIM:108.26
N: 663787.5545 E: 942205.9105
2.40 LF 6" PVC @ S=0.50%
.66
LF
6"
PVC @
S=2
.22
PERF. PIPE END EAST
RIM:107.49
N: 663829.3532 E: 942334.8009
INV OUT:106.95 6" PVC SW
PERF. PIPE END WEST
RIM:106.96
N: 663776.5032 E: 942242.6768
INV IN:106.42 6" PVC NE
INV OUT:106.42 6" PVC W
106.21 LF 6"
PERF. PVC @ S=0.50%
6.72 LF 6" PVC @ S=0.50%
104.3INV.
100.7INV.
102.5INV.
100.7INV.
101.9INV.
104.5INV.
103.11INV.
104.5INV.
50.01 LF 12" PVC @ S=2.35%51.05 LF 12" PVC @ S=2.35%
4.25 LF 6" PVC @ S=0.50%
HORIZ.: 1"=20', VERT.: 1"=2'F1 CIVIL - STORM DRAIN PROFILE 020' 20' 40'10'
VA FORM 08 - 6231
A
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
Revisions: Date:
ISSUED FOR BIDDING
A/E:
TRIPLE C - The A/E Group 100 Pearl Street, 14th floor Hartford, CT 06103 860-270-0753 Mat Perkins
07/18/2024
689-411
B1
950 CAMPBELL AVENUE, WEST HAVEN, CT 06516
CONSTRUCT NEW
INPATIENT PHARMACY
CIVIL - STORM DRAIN
PLAN & PROFILE
CU201
STRUBLEPERKINS
1"=20'F1 CIVIL - STORM DRAIN PLAN
APPLICABLE NOTES FROM THE CURRENT IN-PLACE REQUIREMENTS FOR DEPARTMENT OF
VETERANS AFFAIRS FACILITIES: "SITE DEVELOPMENT DESIGN MANUAL - FEBRUARY 2013"
5.2 GENERAL UTILITY DESIGN REQUIREMENTS
5.2.1 CLEARANCES AND CROSSINGS
THE A/E SHALL DESIGN THE SITE WITH THE FEWEST CROSSINGS OF UTILITIES POSSIBLE. THE A/E SHALL CONSIDER THE FOLLOWING ORDER OF PRIORITY
FOR UNDERGROUND FACILITIES:
● SANITARY SEWER
● STORM SEWER
● WATER MAIN
● OTHER UTILITIES
5.2.6 MINIMUM DEPTH OF COVER
INDICATE BY NOTES ON DRAWINGS OR DETAIL SECTION, THE MINIMUM DEPTH OF COVER REQUIRED OVER EACH SPECIFIC UTILITY SYSTEM. ALL BURIED UTILITIES SHALL HAVE UNDERGROUND DETECTABLE WARNING TAPE INSTALLED IN THE TRENCH.
● MINIMUM COVER FOR STORM SEWER LINES SHALL BE AT LEAST 2’-0” (600 MM) FROM FINISH GRADES.
● TOP OF POTABLE WATER, CHILLED WATER, FUEL AND APPURTENANCES SHALL BE AT LEAST 1’-0” (300 MM) BELOW FROST PENETRATION.
● THE MINIMUM DEPTH OF SANITARY SEWER LINES AT THE TERMINUS POINT SHALL BE 4’-0” (1200MM). WHERE PRACTICAL, TOP OF SEWERS SHALL BE AT LEAST 1’-0” (300 MM) BELOW FROST PENETRATION. WHERE SUCH DEPTH BELOW IS NOT PRACTICAL, PROVIDE FREEZE PROTECTION AND/OR SUPPORTING FOUNDATIONS TO A DEPTH BELOW THE FROST LINE AND SECURELY FASTEN SEWER TO FOUNDATION.
5.2.7 UTILITIES DISTRIBUTION TYPE
THE UTILITY DISTRIBUTION TYPE SHALL BE DETERMINED ON A PROJECT BY PROJECT BASIS. THE A/E MUST CONSIDER THE EXISTING SITE CONDITIONS
AND BUDGET WHEN DECIDING WHAT TYPE TO USE.
5.2.7.1 TRENCHES: GENERALLY, DO NOT INSTALL MORE THAN ONE UTILITY SYSTEM IN THE SAME TRENCH. HOWEVER, DUE TO SITE CONSTRAINTS AND VALUE ENGINEERING CONCEPTS, MULTIPLE UTILITIES IN THE SAME TRENCH WILL BE EVALUATED BY THE GOVERNMENT ON A PER CASE BASIS. PRIOR TO APPROVING ANY MULTIPLE LINE TRENCH, THE A/E SHALL DOCUMENT THAT THE USE OF THE MULTIPLE LINE TRENCH WILL NOT NEGATIVELY IMPACT THE UTILITY SYSTEM, ADEQUATE CLEARANCES ARE PROVIDED FOR THE OPERATION AND MAINTENANCE OF THE SYSTEMS, AND THAT THE JOINT TRENCH WILL NOT POSE ANY CONTRACTIBILITY CONSTRAINTS. THERE MUST BE A MINIMUM OF 12” (300 MM) BETWEEN THE OUTSIDE DIAMETERS OF ALL PIPES TO OBTAIN
THE REQUIRED COMPACTION.
5.2.8 HORIZONTAL CLEARANCE
THE HORIZONTAL CLEARANCE SHALL BE MEASURED BETWEEN THE OUTSIDE DIMENSION OF THE PIPE, DUCT BANK, OR STRUCTURE.
5.2.8.1 WATER AND SANITARY SEWER:
MAINTAIN A HORIZONTAL CLEARANCE BETWEEN POTABLE WATER MAINS AND GRAVITY FLOW SANITARY SEWER/SANITARY SEWER FORCE MAINS OF AT LEAST 10 FEET (3M). THE HORIZONTAL CLEARANCE BETWEEN POTABLE WATER MAINS AND SANITARY SEWER MAINS MAY BE REDUCED TO 6’-0” (1800 MM) WHEN: LOCAL CONDITIONS PREVENT A HORIZONTAL CLEARANCE OF 10’-0” (3 M), THE WATER MAIN INVERT IS A MINIMUM OF 18” (450 MM) ABOVE THE CROWN OF THE SEWER, AND THE WATER MAIN IS IN A TRENCH, SEPARATED BY UNDISTURBED SOIL. WHEN THE SPECIFIED HORIZONTAL CLEARANCE CANNOT BE MET, THE WATER MAIN SHALL BE CONSTRUCTED WITH MECHANICAL JOINT DUCTILE IRON PIPE PER SPECIFICATION 33 10 00 – WATER UTILITIES, AND THE SANITARY SEWER SHALL BE CONSTRUCTED WITH MECHANICAL JOINT PRESSURE RATED DUCTILE IRON PIPE PER SPECIFICATION 33 30 00 – SANITARY SEWAGE UTILITIES. HORIZONTAL CLEARANCES SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE HEALTH DEPARTMENT, DEPARTMENT OF ENVIRONMENTAL QUALITY, OR AGENCY GOVERNING THE FACILITY OF POTABLE WATER MAINS AND SYSTEMS.
5.2.8.2 WATER AND CHILLED WATER:
MAINTAIN A HORIZONTAL CLEARANCE OF AT LEAST 6’-0” (1800MM) BETWEEN POTABLE WATER MAINS AND RECLAIMED/REUSE AND CHILLED WATER MAINS.
5.2.8.3 WATER AND STORM SEWER:
MAINTAIN A HORIZONTAL CLEARANCE OF AT LEAST 5’-0” (1500MM) BETWEEN POTABLE WATER MAINS AND STORM SEWERS.
5.2.8.4 DUCT BANKS AND PIPED UTILITIES:
MAINTAIN A HORIZONTAL CLEARANCE OF AT LEAST 3’-0” (900 MM) BETWEEN DUCT BANKS AND PIPED UTILITIES.
5.2.9 VERTICAL CLEARANCE
THE VERTICAL CLEARANCE SHALL BE MEASURED BETWEEN THE OUTSIDE DIMENSION OF THE PIPE, DUCT BANK, OR STRUCTURE. FOR INSULATED PIPING, THE CLEARANCE SHALL BE MEASURED TO THE OUTSIDE OF THE INSULATION. AT UTILITY CROSSINGS WHERE ADEQUATE COMPACTION OF THE BEDDING MATERIAL CANNOT BE OBTAINED, USE FLOWABLE FILL IN THE ZONES WERE COMPACTION IS IMPOSSIBLE OR IMPRACTICAL.
● MAINTAIN A MINIMUM VERTICAL CLEARANCE OF AT LEAST 1’-0” (300 MM) BETWEEN ALL UTILITIES AT CROSSINGS UNLESS OTHERWISE SPECIFIED
BELOW.
● AT CROSSINGS OF POTABLE WATER MAINS AND SANITARY SEWERS, STORM SEWERS, FORCE MAINS, RECLAIMED/REUSE MAINS, OR CHILLED WATER MAINS, WHERE THE POTABLE WATER MAIN CROSSES ABOVE THE OTHER UTILITY, THE MINIMUM VERTICAL SEPARATION SHALL BE 18” (450 MM), OR AS REQUIRED BY THE STATE HEALTH DEPARTMENT, DEPARTMENT OF ENVIRONMENTAL QUALITY, OR AGENCY GOVERNING THE FACILITY OF POTABLE
WATER, WHICHEVER IS GREATER.
● WHERE 18” (450 MM) CANNOT BE MAINTAINED OR WHERE POTABLE WATER LINES CROSS UNDER GRAVITY SEWERS, RECLAIMED/REUSE MAINS, OR CHILLED WATER MAINS, ADDITIONAL PROTECTION SHALL BE PROVIDED AS REQUIRED BY THE AGENCY GOVERNING THE FACILITY OF POTABLE WATER.
ADDITIONAL PROTECTION SHALL CONSIST OF CONSTRUCTING BOTH PIPING SYSTEMS WITH DUCTILE IRON PIPE WITH RESTRAINED MECHANICAL JOINTS OR USE OF CONCRETE ENCASEMENT. THE ADDITIONAL PROTECTION SHALL EXTEND A MINIMUM DISTANCE OF 10’-0” (3 M) OUTSIDE THE LIMITS OF THE
CROSSING.
● SANITARY SEWER FORCE MAINS SHALL ONLY CROSS UNDER POTABLE WATER MAINS WITH A MINIMUM VERTICAL CLEARANCE OF 18” (450 MM).
WHEN THE VERTICAL CLEARANCE BETWEEN THE POTABLE WATER MAIN AND THE FORCE MAIN IS LESS THAN 18” (450 MM), BOTH THE WATER MAIN AND THE FORCE MAIN SHALL BE CONSTRUCTED WITH RESTRAINED MECHANICAL JOINT DUCTILE IRON PIPE AS INDICATED ABOVE FOR ADDITIONAL PROTECTION.
● THE PREFERRED VERTICAL CLEARANCE BETWEEN DUCT BANKS AND PIPED UTILITIES SHALL BE 2’-0” (300 MM) AND THE MINIMUM VERTICAL
CLEARANCE SHALL BE 18” (450 MM).
● THE MINIMUM VERTICAL CLEARANCE TO ALL STEAM, PUMPED CONDENSATE, AND HOT WATER, AND OTHER UTILITIES SHALL BE AT LEAST 18” (450 MM). WHEN THIS VERTICAL CLEARANCE CANNOT BE MAINTAINED, THE INSULATION THICKNESS ON THE STEAM, CONDENSATE, OR HOT WATER MAIN SHALL
BE INCREASED BY 50%.
UTILITY SEPARATION NOTES
LEGEND
GAS
LIMITS OF CONSTRUCTION
WATERLINE
SANITARY SEWER LINE
STORM DRAIN LINE
UNDERGROUND ELECTRICAL LINE
CONCRETE SIDEWALK
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
WATER VALVE
SIDEWALK
UNDERGROUND GAS LINE
8' HIGH CONSTRUCTION FENCE
SEWER/STORM PVC CLEAN-OUT
UTILITY LINE CAP
GAS
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
STREETLIGHT
POST INDICATOR VALVE
TELECOMUNNICATIONS
ELECTRICAL MANHOLE
C
UNDERGROUND STEAM LINE
BUILDING NUMBER
STORM DRAIN CATCH BASIN / FLOOR DRAIN
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
321 4 5 6 7 8 9 10
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT
Revisions: Date:
ISSUED FOR BIDDING
A/E:
TRIPLE C - The A/E Group 100 Pearl Street, 14th floor Hartford, CT 06103 860-270-0753 Mat Perkins
07/18/2024
689-411
B1
950 CAMPBELL AVENUE, WEST HAVEN, CT 06516
CONSTRUCT NEW
INPATIENT PHARMACY
CIVIL - UTILITY DETAILS
CU501
STRUBLEPERKINS
B3 B5
E3
90° ELBOW
106.0
INV.
90° ELBOW
105.0
INV.
8"x8" TEE 105.0
INV.
NEW PIPE
105.0
INV.
EX PIPE
106.0
INV.
B7
NOT TO SCALEE1
B1 B9
D
D
BREAK THE STRUCTURE WALL OUT
TO THE DIMENSIONS REQUIRED AND PRESERVE
THE STEEL IN THE STRUCTURE WALL.
CUT STEEL AND EXTEND
INTO THE DUCT BANK ENVELOPE.
CHIP THE PERIMETER SURFACE OF THE
DUCT BANK OPENING TO FORM A KEY
OR FLARED SURFACE,
PROVIDING A POSITIVE CONNECTION
WITH THE DUCT BANK ENVELOPE.
NOT TO SCALEF3
| GI000 - COVER SHEET |
| GI001 - DRAWING INDEX |
| G-200 - DESIGN PLAN -FIRST FLOOR -INPATIENT |
| G-201 - DESIGN PLAN -SECOND FLOOR -MECH AND FUTURE |
| GI020 - GENERAL LEED CERTIFICATION |
| GI021 - GENERAL LEED CERTIFICATION |
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