Project_Plans.pdf
PDF 2 MB Posted
- Attached to
- Handball Court Improvements at Charter Oak Park
- Solicitation number
- 22/23-44
- Issued by
- Hartford County, Connecticut
About this file
These project plans are detailed engineering documents for the Town of Manchester Public Works Department's Handball Court Improvements project at Charter Oak Park in Manchester, Connecticut, dated January 2023. The project involves renovating an existing handball court, which includes installing a reinforced concrete court slab, new court markings, chain link fencing, and bituminous concrete sidewalk. The site plan reveals a detailed layout of the court area, with specific technical specifications for construction elements like silt fencing, joint layouts, and court markings.
The project documents specify precise construction standards using the Town of Manchester Public Improvement standards, with horizontal and vertical datums based on the Town of Manchester control network. The drawings provide comprehensive technical details including court dimensions, fence specifications, concrete slab reinforcement, and site grading. While specific budget details are not included in these engineering plans, the documents suggest a municipal infrastructure improvement project aimed at upgrading recreational facilities within Charter Oak Park, with careful attention to engineering precision and construction quality.
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TOWN OF MANCHESTER
P U B L I C W O R K S D E P A R T M E N T
E N G I N E E R I N G D I V I S I O N
HANDBALL COURT IMPROVEMENTS
AT CHARTER OAK PARK
JANUARY 2023
PROJECT LOCATION
PROJECT AREA
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GLOBE HOLLOW RESERVOIR
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BIRCH
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BIRCH
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MOUNTAIN
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PORTER
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HOP
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HOP
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BIGELOW
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BROOK
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BIGELOW
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BROOK
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BIGELOW
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CENTER SPRINGS POND
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KEENEY STREET POND
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FOLLY
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BROOK
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EXIT 2
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MIDDLE TURNPIKE WEST
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BROAD STREET
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WEST CENTER STREET
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INTERSTATE 384
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KEENEY STREET
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SOUTH MAIN STREET (RTE 83)
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HACKMATACK STREET
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SPRING STREET
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EAST CENTER STREET
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CHARTER OAK STREET
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PORTER STREET
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HIGHLAND STREET
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MAIN STREET (RTE 83)
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STREET
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SOUTH
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ST JAMES
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BATTISTA ROAD
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KANE
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MAPLE
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SCHOOL
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VINE
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CHARTER
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OAK
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STREET
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STREET
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INTERSTATE 384
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LEWIS
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SPRING
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CHENEY LANE
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SILK
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TERRACE
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LANE
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%%USITE MAP
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%%ULOCATION MAP
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GRID
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LIST OF DRAWINGS
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DESCRIPTION
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COVER SHEET
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DETAILS
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SITE PLAN AND NOTES
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DESIGN STANDARD :
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TOWN OF MANCHESTER PUBLIC IMPROVEMENT
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STANDARDS, EFFECTIVE DATE OCTOBER 31, 2020,
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PLAN: 1" = 10'
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OTHER SCALES AS NOTED
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DATUMS :
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STANDARD SPECIFICATIONS :
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SEE CONTRACT DOCUMENTS
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DESIGN SCALES :
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AS AMENDED
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HORIZONTAL DATUM: TOWN OF MANCHESTER CONTROL NETWORK
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(NAD83 AS ESTABLISHED IN 1998)
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VERTICAL DATUM: TOWN OF MANCHESTER CONTROL NETWORK
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(NAVD88 USING GEOID 96)
2022113
50 CHARTER OAK ST.
MANCHESTER, CT
HANDBALL COURT
IMPROVEMENTS AT
CHARTER OAK PARK
TOWN OF MANCHESTER
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
of 3
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SITE PLAN
AND NOTES
2022113-PLAN.DWG
NOTES
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RESTORATION OF LAWN AREA (TYP.)
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40 LF - 10' HIGH VINYL COATED CHAIN LINK FENCE
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BITUMINOUS CONCRETE SIDEWALK
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COURT GRADED AT 1%
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COURT MARKINGS (SEE DETAIL)
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INSTALL EXPANSION JOINT MATERIAL BETWEEN NEW COURT SLAB AND EXISTING WALL
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SILT SACK
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SILT FENCE
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FOR BIDDING
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JED
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494 MAIN STREET - P.O. BOX 191 MANCHESTER, CT 06045-0191
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FILENAME
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PROJECT LOCATION
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PROJECT TITLE
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SHEET NUMBER
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HORIZONTAL: NAD83 VERTICAL: NAVD88
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TB
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LEGEND
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= PROPERTY LINE
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GG
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= GAS GATE
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= SANITARY MANHOLE
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= DECIDUOUS TREE
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= CONIFEROUS TREE
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= LIGHT POLE
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= CULVERT END
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= CURB STOP
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= CATCH BASIN
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= SIGN
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= BUTTERFLY VALVE
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= BLOW OFF
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= DRAINAGE MANHOLE
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= CATV TUBE
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= TELEPHONE BOX
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= ELECTRIC BOX
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= CONTROLLER CABINET
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= BOLLARD
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= STONE WALL
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= WIRE FENCE
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= IRON PIPE
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= UTILITY POLE
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= DRILL HOLE
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= CONTROL POINT
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= IRON ROD
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= CHAIN LINK FENCE
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= STOCKADE FENCE
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= GRANITE MONUMENT
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= CONCRETE MONUMENT
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= UTILITY POLE WITH LIGHT
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= TRAFFIC SPAN POLE
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= WETLANDS BOUNDARY
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= RAILROAD TRACKS
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= SILT FENCE
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= WETLAND FLAG
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JL
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DRAWING SCALE
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GRAPHIC SCALE
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HORIZONTAL: 1" = 10' VERTICAL: ---
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OR AS NOTED
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MAGNETIC
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "MANCHESTER PUBLIC IMPROVEMENT STANDARDS", EFFECTIVE OCTOBER 2020, AS AMENDED. 2. ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. 3. IMPLEMENTING WORKER SAFETY AND HEALTH PROTOCOLS THAT ADDRESS IMPLEMENTING WORKER SAFETY AND HEALTH PROTOCOLS THAT ADDRESS COMPLIANCE WITH ALL RULES, LAWS AND REGULATIONS REGARDING SAFETY AND RISK OF EXPOSURE TO PHYSICAL AND CHEMICAL HAZARDS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ALL EMPLOYEES OF THE CONTRACTOR AND SUBCONTRACTORS ARE TO WEAR REFLECTIVE VESTS AND HARD HATS AT ALL TIMES WHEN ON THE PROJECT SITE. 4. A PRECONSTRUCTION MEETING WITH TOWN STAFF IS REQUIRED PRIOR TO A PRECONSTRUCTION MEETING WITH TOWN STAFF IS REQUIRED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. 5. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL REQUIRED PERMITS THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL REQUIRED PERMITS AND PAY ASSOCIATED FEES PRIOR TO ANY CONSTRUCTION ACTIVITY. 6. THE CONTRACTOR SHALL COMMIT SUFFICIENT RESOURCES TO THE THE CONTRACTOR SHALL COMMIT SUFFICIENT RESOURCES TO THE PROJECT TO ENSURE THE PROJECT IS COMPLETED WITHIN THE ALLOTTED CONTRACT TIME. ONCE MOBILIZED, THE CONTRACTOR SHALL WORK CONTINUOUSLY ON THE PROJECT UNTIL COMPLETION. ANY UNAUTHORIZED VACATING OF THE JOBSITE IS SUBJECT TO PENALTIES DESCRIBED UNDER THE “LIQUIDATED DAMAGES” SECTION OF THE CO LIQUIDATED DAMAGES” SECTION OF THE CO SECTION OF THE CO 7. ALL GRASSED AREAS DISTURBED BY THE CONTRACTOR SHALL BE ALL GRASSED AREAS DISTURBED BY THE CONTRACTOR SHALL BE REPLACED WITH TOPSOIL, FERTILIZED AND SEEDED AS PER THE SPECIFICATIONS. CONTRACTOR SHALL MAKE ALL EFFORTS TO MINIMIZE THE LIMITS OF DISTURBANCE AND ASSOCIATED RESTORATION THAT IS REQUIRED. 8. ALL SEDIMENT CONTROL SYSTEMS SHALL MEET THE "GUIDELINES FOR ALL SEDIMENT CONTROL SYSTEMS SHALL MEET THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" AS PREPARED BY THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION, LATEST REVISION. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE AND REPAIR OF EROSION CONTROLS REQUIRED FOR THE PROJECT. ADDITIONAL EROSION CONTROLS SHALL BE INSTALLED BY THE CONTRACTOR FOR TEMPORARY STOCKPILING OF EXCAVATED MATERIAL AND WHERE DEEMED NECESSARY BY THE ENGINEER. EROSION CONTROLS SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL THE SITE IS STABILIZED AND THE ENGINEER APPROVES THEIR REMOVAL. 9. SILT SACKS SHALL BE INSTALLED IN ALL EXISTING AND PROPOSED SILT SACKS SHALL BE INSTALLED IN ALL EXISTING AND PROPOSED AND PROPOSED CATCH BASINS WITHIN THE PROJECT AREA AND WHERE DIRECTED BY THE ENGINEER. SILT SACKS SHALL BE THE APPROPRIATE TYPE FOR CATCH BASINS WITH AND WITHOUT CURB INLETS. 10. HORIZONTAL AND VERTICAL LOCATIONS OF PROPOSED WORK MAY BE HORIZONTAL AND VERTICAL LOCATIONS OF PROPOSED WORK MAY BE ADJUSTED TO FIT EXISTING FIELD CONDITIONS WITH THE APPROVAL OF THE ENGINEER. 11. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IF THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER IF CONDITIONS ENCOUNTERED IN THE FIELD ARE DIFFERENT THAN INFORMATION SHOWN ON THE PLANS. 12. THE EXISTENCE OF UTILITIES AND APPURTENANCES AS SHOWN ON THE EXISTENCE OF UTILITIES AND APPURTENANCES AS SHOWN ON THESE DRAWINGS ARE FOR REFERENCE ONLY. THE EXACT SIZE, LOCATION, TYPE, AND ELEVATION OF ALL UTILITIES WITHIN ALL WORK AREAS SHALL BE THOROUGHLY INVESTIGATED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "CALL-BEFORE-YOU-DIG" AT 1-800-922-4455 AND MUST HAVE ALL UTILITIES MARKED ON THE GROUND PRIOR TO THE START OF CONSTRUCTION. 13. THE QUANTITIES AS INDICATED IN THE CONTRACT DOCUMENTS ARE THE QUANTITIES AS INDICATED IN THE CONTRACT DOCUMENTS ARE APPROXIMATE AND MAY NOT INDICATE THE ACTUAL QUANTITIES OF WORK REQUIRED. THE CONTRACTOR MUST VERIFY ALL QUANTITIES. 14. SURPLUS EXCAVATED MATERIAL SHALL BECOME THE PROPERTY OF THE SURPLUS EXCAVATED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL DISPOSE OF SURPLUS EXCAVATED MATERIAL IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY HANDLING THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY HANDLING OF ALL STORMWATER RUNOFF DURING CONSTRUCTION. METHODS OF HANDLING RUNOFF SHALL BE APPROVED BY THE ENGINEER.
2022113
50 CHARTER OAK ST.
MANCHESTER, CT
HANDBALL COURT
IMPROVEMENTS AT
CHARTER OAK PARK
TOWN OF MANCHESTER
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
of 3
SF
DETAILS
2022113-PLAN.DWGCOURT MARKINGS
N O T T O S C A L E
REINFORCED CONCRETE COURT SLAB
N O T T O S C A L E
SILT FENCE
N O T T O S C A L E
BITUMINOUS CONCRETE SIDEWALK
N O T T O S C A L E
STRETCHER BAR ATTACHMENTS
CHAIN LINK FENCE
N O T T O S C A L E
JOINT LAYOUT
N O T T O S C A L E
CONTROL JOINT
N O T T O S C A L E
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FOR BIDDING
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PLAN
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10' MAX.
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%%UELEVATION
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10' MAX.
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6" DEEP
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CLASS "A" CONCRETE FOOTING (TYP.)
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1 5/8" DIA. POLYMER COATED BOTTOM BRACE RAIL (TYP.)
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1 5/8" DIA. POLYMER COATED TOP BRACE RAIL (TYP.)
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1 5/8" DIA. POLYMER COATED INTERMEDIATE RAIL (TYP.)
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PVC COATED STEEL WIRE CHAIN LINK FENCE FABRIC 1" MESH (TYP.)
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2 7/8" DIA. POLYMER COATED STEEL BRACE POST (TYP.)
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516" DIA. X 1 " CARRIAGE 12" CARRIAGE BOLT & NUT
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18" X 1" BANDS
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EXPANSION JOINT MATERIAL (TYP.)
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ACRYLIC SURFACE COATING
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CONTROL JOINT (TYP.)
SAWCUT CONTROL JOINT
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File details come from the government source that posted it. Updated .