Project_Plans.pdf

PDF 10 MB Posted Jun 4, 2026

Attached to: PARKING LOT RECONSTRUCTION - SALTERS POOL PARKING LOT
Solicitation number: 25/26-62
Issued by: Hartford County, Connecticut

About this file

Written by GovTribe AI · Jul 3, 2026

Project Plans Summary

This is a project plans document prepared by the Town of Manchester, Connecticut Public Works Department Engineering Division for parking lot reconstruction improvements at Salters Pool. The project involves comprehensive parking lot reconstruction including removal of existing bituminous pavement and concrete curbing, installation of new concrete sidewalks with detectable warning tiles and ramps compliant with ADA accessibility standards, installation of extruded concrete curbing, pavement markings and signing, grading and drainage improvements including a leaching chamber infiltration system with three rows of nine chambers, stormwater management systems, and landscape improvements including tree planting (Sweetgum Slender Silhouette, Columnar English Oak, and Red Oak trees). The project is located at 123 Lydall Street in Manchester, Connecticut, adjacent to Salter's Pond. Sealed bids are being accepted through the Town's eProcurement Portal until 2:00 pm on Thursday, July 23, 2026, with public bid opening and reading following immediately thereafter.

The project plans encompass nine sheets of detailed construction documents including cover sheet, demolition plan, layout plan, typical sections and notes, pavement markings and signing plan, grading plan, and multiple detail sheets. Construction must comply with the Town of Manchester Public Improvement Standards effective October 31, 2020, and State of Connecticut Department of Transportation Standard Specifications for Roads, Bridges, Facilities and Incidental Construction (Form 819, dated 2024). The contractor is responsible for obtaining all required permits, scheduling a preconstruction meeting with Town staff, implementing all erosion and sediment control measures, maintaining pedestrian access to the existing loop trail during construction, and submitting record drawings upon project completion. All materials and construction methods must follow specified standards, and the contractor must maintain sufficient resources to ensure completion within the allotted contract time with continuous work once mobilized, subject to liquidated damages for unauthorized job site vacating.

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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

PARKING IMPROVEMENTS

SALTERS POOL PARKING LOT

JUNE 2026

PROJECT LOCATION

PROJECT AREA

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UNION POND

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HOCKANUM

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RIVER

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WETHERELL POND

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SALTER'S POND

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LYDALL

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BROOK

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LYDALL

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BROOK

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LYDALL

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BROOK

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BIGELOW

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EXIT 71

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EXIT 71

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MIDDLE TURNPIKE EAST

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LYDALL STREET

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MAIN STREET (RTE 83)

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TOLLAND TURNPIKE

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DEMING STREET

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WOODLAND STREET

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OAKLAND STREET (RTE 83)

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VERNON STREET

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VERNON STREET

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PARKER STREET

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WELLESLEY

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PRINCETON

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THISTLE

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STREET

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ELIZABETH

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BOWERS

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TANNER

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HENRY

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LYME

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LEVEL

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ELIZABETH DRIVE

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BRETTON

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SANFORD

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MANOR

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CONWAY ROAD

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STREET

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PARKER

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LYDALL

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SHELDON

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AVONDALE

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SHELDON ROAD

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NORTHFIELD

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AUBURN

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HELAINE

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COLEMAN

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MANOR

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COLONIAL

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PROGRESS DRIVE

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KENNEDY

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BONNER

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DOROTHY

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COLEMAN ROAD

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MILFORD

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BARRY

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DRIVE

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MITCHELL

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DRIVE

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SALTER'S POND

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LYDALL

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LYDALL

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BROOK

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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" = 20'

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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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%%USITE MAP

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%%ULOCATION MAP

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GRID

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GRID

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AS AMENDED

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LIST OF DRAWINGS

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SHEET NO.

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DESCRIPTION

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COVER SHEET

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LAYOUT PLAN

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TYPICAL SECTION AND NOTES

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PAVEMENT MARKINGS AND SIGNING PLAN

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DETAILS

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GRADING PLAN

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JEFF LAMALVA

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TOWN ENGINEER

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P.E. NO. 20967

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ENGINEERING DIVISION

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TOWN OF MANCHESTER

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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)

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CONCRETE SIDEWALK RAMPS INDEX SHEET

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CONCRETE SIDEWALK RAMPS SHEET 1 OF 11

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CONCRETE SIDEWALK RAMPS SHEET 6 OF 11

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CONCRETE SIDEWALK RAMPS SHEET 4 OF 11

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CONSTRUCTION SIGN SUPPORTS AND CHANNELIZING DEVICES

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CONCRETE SIDEWALK RAMPS SHEET 5 OF 11

2025106

123 LYDALL STREET

MANCHESTER, CT

PARKING IMPROVEMENTS

SALTERS POOL

PARKING LOT

TOWN OF MANCHESTER

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION

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TYPICAL SECTION

AND NOTES

2025106-PLAN.DWG

TYPICAL SECTION - PARKING LOT

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BID PLANS

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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 NUMBER

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FILE

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DATE

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NO.

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DRAWN BY:

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CHECKED BY:

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RELEASED BY:

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PROJECT LOCATION

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PROJECT TITLE

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SHEET NUMBER

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DATUM

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HORIZONTAL: NAD83 VERTICAL: NAVD88

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LEGEND

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= PROPERTY LINE

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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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= HYDRANT

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= CATCH BASIN

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= SIGN

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= WATER VALVE

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= DOUBLE POST 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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= CONTROLLER CABINET

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= BOLLARD

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= MAIL BOX

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= GUIDE RAIL

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= WIRE FENCE

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= IRON PIPE

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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 31, 2020, AS AMENDED AND THE AND THE STATE OF CONN. DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION, FORM 819, DATED 2024, INCLUDING ANY SUPPLEMENTS. . 2. 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. 3. 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. 4. 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. 5. 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 LIQUIDATED DAMAGES” SECTION OF THE SECTION OF THE CONTRACT SPECIFICATIONS. 6. THE CONTRACTOR SHALL NOT STORE CONSTRUCTION EQUIPMENT OR THE CONTRACTOR SHALL NOT STORE CONSTRUCTION EQUIPMENT OR MATERIALS WITHIN THE PUBLIC RIGHT-OF-WAY. 7. FINAL LOCATION OF ALL PROPOSED UNDERGROUND UTILITIES SHALL BE FINAL LOCATION OF ALL PROPOSED UNDERGROUND UTILITIES SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. 8. RECORD DRAWINGS SHALL BE SUBMITTED TO THE ENGINEERING DIVISION RECORD DRAWINGS SHALL BE SUBMITTED TO THE ENGINEERING DIVISION UPON COMPLETION OF THE WORK IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROCURING ALL INFORMATION NECESSARY TO GENERATE THE DRAWINGS. A REDLINED PROGRESS SET OF DRAWINGS SHALL BE MAINTAINED DAILY AND BE AVAILABLE TO THE ENGINEER AT ALL TIMES. SURVEY, GIS & BASEMAPPING 9. ALL ELEVATIONS ARE BASED ON THE TOWN OF MANCHESTER CONTROL ALL ELEVATIONS ARE BASED ON THE TOWN OF MANCHESTER CONTROL NETWORK. 10. THE CONTRACTOR SHALL TAKE CARE NOT TO DISTURB EXISTING THE CONTRACTOR SHALL TAKE CARE NOT TO DISTURB EXISTING MONUMENTATION THAT MAY BE PRESENT NEAR THE PROJECT AREA. 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. PERMITTING 12. 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. PRECONSTRUCTION 13. 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. 14. NO WORK SHALL COMMENCE UNTIL ALL CONSTRUCTION AREA SIGNS ARE NO WORK SHALL COMMENCE UNTIL ALL CONSTRUCTION AREA SIGNS ARE IN PLACE. 15. 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. CONSTRUCTION STAGING & WORK AREA CONTROL 16. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS TO THE THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS TO THE EXISTING LOOP TRAIL AT THE POND DURING CONSTRUCTION. INSTALL CONSTRUCTION FENCING AS NEEDED TO DELINEATE PEDESTRIAN PATH FROM LYDALL STREET TO THE POND. 17. 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. SIDEWALKS 18. ALL SIDEWALKS, DRIVEWAY APRONS AND SIDEWALK RAMPS SHALL BE ALL SIDEWALKS, DRIVEWAY APRONS AND SIDEWALK RAMPS SHALL BE CONSTRUCTED TO PROVIDE HANDICAPPED ACCESSIBILITY IN ACCORDANCE WITH THE CONNECTICUT BUILDING CODE. 19. ALL CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED WITH DETECTABLE ALL CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED WITH DETECTABLE WARNING TILES. THE DETECTABLE WARNING TILES SHALL BE INSTALLED ACROSS THE FULL WIDTH (EDGE TO EDGE) OF THE RAMP IN THE FULL WIDTH (EDGE TO EDGE) OF THE RAMP IN ACCORDANCE WITH THE U.S. ACCESS BOARD'S PUBLIC RIGHT OF WAY ACCESSIBILITY GUIDELINES (PROWAG). 20. FOR SIDEWALKS AND RAMPS, A MINIMUM CLEARANCE OF 48" SHALL BE FOR SIDEWALKS AND RAMPS, A MINIMUM CLEARANCE OF 48" SHALL BE MINIMUM CLEARANCE OF 48" SHALL BE SHALL BE PROVIDED BETWEEN ANY OBSTRUCTION AND IS EXCLUSIVE OF THE WIDTH OF ANY CURB. CONTACT THE ENGINEER PRIOR TO PROCEEDING IF THE CLEARANCE CANNOT BE MET. STORMWATER, STORM SEWERS & CULVERTS 21. 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. 22. AT THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL BE AT THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING NEW DRAINAGE SYSTEMS TO EXISTING. ALL DRAINAGE SYSTEMS WITHIN THE CONSTRUCTION LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR. RESTORATION, EROSION & SEDIMENTATION CONTROL 23. 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. 24. 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. 25. CONSTRUCTION ENTRANCES SHALL BE INSTALLED WHERE SHOWN ON THE CONSTRUCTION ENTRANCES SHALL BE INSTALLED WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE ENGINEER DURING CONSTRUCTION. ALL CONSTRUCTION TRAFFIC SHALL ACCESS AND EXIT THE SITES OVER CONSTRUCTION ENTRANCES. CONTRACTOR SHALL PROVIDE TEMPORARY BARRIERS OR CONSTRUCTION FENCE ACROSS OTHER ACCESS LOCATIONS TO THE SITE AT NO ADDITIONAL COST. INLAND WETLANDS, WATERCOURSES & UPLAND REVIEW AREAS 25. WETLAND LIMITS SHOWN ON THE PLANS WERE FIELD LOCATED BY WETLAND LIMITS SHOWN ON THE PLANS WERE FIELD LOCATED BY ROBERT RUSSO OF CLA ENGINEERS.

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GENERAL NOTES::

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1.25" HMA S0.375

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3" HMA S1.0

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1"-2" PROCESSED AGGREGATE BASE LEVELING COURSE

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FORMED AND COMPACTED SUBGRADE

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SEE PLAN FOR GRADES

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EXTRUDED CONCRETE CURB

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LOAM AND SEED ("RESTORATION OF LAWN AREAS")

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GRANULAR FILL

NO SCALE

Zone AE

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2025106

123 LYDALL STREET

MANCHESTER, CT

PARKING IMPROVEMENTS

SALTERS POOL

PARKING LOT

TOWN OF MANCHESTER

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION

of 9

DEMOLITION

PLAN

2025106-PLAN.DWG

LYDALL STREET

AutoCAD SHX Text Utility Easement In Favor of the Town of Manchester (Vol. 1786 Page 29 M.L.R.)

AutoCAD SHX Text N/F Jason & Caryn Lang #93 Lydall Street

AutoCAD SHX Text N/F Manchester Land Conservation Trust, Inc. #501 Parker Street

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AutoCAD SHX Text Boundary Line

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AutoCAD SHX Text D

AutoCAD SHX Text Lydall Brook

AutoCAD SHX Text

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text S

AutoCAD SHX Text Bituminous Drive

AutoCAD SHX Text 18" Rcp (GIS-Storm)

AutoCAD SHX Text 24" Rcp (GIS-Storm)

AutoCAD SHX Text 24"Rcp(GIS-Stm)

AutoCAD SHX Text 12" Rcp (GIS-Stm)

AutoCAD SHX Text 8" Vcp (GIS-San)

AutoCAD SHX Text 6" Steel (Gas)

AutoCAD SHX Text

12" CLCIP (GIS)

AutoCAD SHX Text

6"CLCIP (GIS)

AutoCAD SHX Text D

AutoCAD SHX Text N/F Kaitlyn Anita Bennett & Justin Michael Gionfriddo #118 Lydall Street

AutoCAD SHX Text N/F Christopher W. & Megan E. Goodell #126 Lydall Street

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text Type 'C' CB Tf=266.9 Inv In(SE)=259.3 Inv Out(NW)=259.3

AutoCAD SHX Text DMH Tf=267.5 Inv In(SE)=259.2(GIS) Inv In(NE)=260.3(GIS) Inv Out(NW)=259.2(GIS)

AutoCAD SHX Text

AT&T 183

AutoCAD SHX Text DMH Tf=269.0 Inv In=(E)=Unknown Inv Out(W)=(Unknown)

AutoCAD SHX Text 18" Rcp (GIS-Storm)

AutoCAD SHX Text Year FEMA Flood

AutoCAD SHX Text Type 'CL' CB Tf=265.2 Inv Out(NW)=262.2(Map Ref. #3)

AutoCAD SHX Text DMH Tf=265.6 Inv In(SE)=261.7(Map Ref. #3) Inv In(NE)= Inv Out(NW)=(GIS)

AutoCAD SHX Text 12" Rcp (Storm-Map Ref. #3)

AutoCAD SHX Text DMH Tf=264.6 Inv In(SE)=251.2 Inv Out(SW)=251.2

AutoCAD SHX Text 15" Rcp (GIS-Storm)

AutoCAD SHX Text 12" Rcp (Storm)

AutoCAD SHX Text DMH Tf=264.4 Inv In(SE)=Unknown Inv Out(NW)=Unknown

AutoCAD SHX Text 24" Cast Iron (Storm)

AutoCAD SHX Text

AutoCAD SHX Text 24"(Stm)

AutoCAD SHX Text Type 'C' CB Tf=260.8 Inv In(SE)=257.1 Inv Out(NE)=257.1(24" HDPE)

AutoCAD SHX Text DMH Tf=261.8 Inv In(NE)=250.3(12" Rcp) Inv In(SW)=256.8(24" Rcp) Inv Out(NE)=250.7(30" Rcp)

AutoCAD SHX Text Inv=251.0

AutoCAD SHX Text 8" Vcp (GIS-San)

AutoCAD SHX Text 6" Vcp (GIS-San)(Aband.)

AutoCAD SHX Text 18" Rcp (GIS-San)

AutoCAD SHX Text SMH Tf=264.1 Inv=(GIS)

AutoCAD SHX Text Benchmark Prick Punch In SMH Frame (Traverse #102) Elev.=264.43

AutoCAD SHX Text Benchmark Prick Punch In SMH Frame (Traverse #103) Elev.=264.12

AutoCAD SHX Text 18" Rcp (GIS-San)

AutoCAD SHX Text Picnic Table

AutoCAD SHX Text Bench

AutoCAD SHX Text Boulder W/ Plaque

AutoCAD SHX Text Box Wire Fence

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text Concrete

AutoCAD SHX Text Bit

AutoCAD SHX Text Gate

AutoCAD SHX Text Bike Rack

AutoCAD SHX Text Snet 2103

AutoCAD SHX Text Conduit

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text Concrete Curb

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Concrete Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Bushes

AutoCAD SHX Text Concrete Walk

AutoCAD SHX Text Conc. Walk

AutoCAD SHX Text Concrete Walk

AutoCAD SHX Text Bituminous Apron

AutoCAD SHX Text Bituminous Parking

AutoCAD SHX Text

WF #1-15

AutoCAD SHX Text

WF #1-13

AutoCAD SHX Text

WF #1-14

AutoCAD SHX Text

WF #1-11

AutoCAD SHX Text

WF #1-10

AutoCAD SHX Text

WF #1-9

AutoCAD SHX Text

WF #1-6

AutoCAD SHX Text

WF #1-7

AutoCAD SHX Text

WF #1-6

AutoCAD SHX Text

WF #1-5

AutoCAD SHX Text

WF #1-4

AutoCAD SHX Text

WF #1-3

AutoCAD SHX Text

WF #1-2

AutoCAD SHX Text

WF #1-1

AutoCAD SHX Text

WF #1-12

AutoCAD SHX Text 100' Regulated Inland Wetland Buffer

AutoCAD SHX Text 20" Maple

AutoCAD SHX Text 14" Maple

AutoCAD SHX Text 16" Clump Maples

AutoCAD SHX Text 4" Maple

AutoCAD SHX Text 4" Tree

AutoCAD SHX Text 14" Triple Maple

AutoCAD SHX Text 32" Maple

AutoCAD SHX Text 18" Maple

AutoCAD SHX Text 14" Maple

AutoCAD SHX Text 14" Clump Maple

AutoCAD SHX Text Planter

AutoCAD SHX Text Sign

AutoCAD SHX Text Trail Marker Sign

AutoCAD SHX Text Bus Shelter

AutoCAD SHX Text Conc. Pad

AutoCAD SHX Text "Pedestrian Crossing" Sign

AutoCAD SHX Text "Bus Stop" Sign

AutoCAD SHX Text Snet 2269

AutoCAD SHX Text "Salters Pool" Sign

AutoCAD SHX Text Frontier 185

AutoCAD SHX Text Utility Pole 186

AutoCAD SHX Text

CL&P 7780

AutoCAD SHX Text Existing Building

AutoCAD SHX Text SMH Tf=266.0 Inv=(Unknown)

AutoCAD SHX Text Concrete Spillway

AutoCAD SHX Text Conc. Retaining Wall

AutoCAD SHX Text Brush/Overgrown

AutoCAD SHX Text Wooded

AutoCAD SHX Text Grass

AutoCAD SHX Text Monitor Well

AutoCAD SHX Text Overhead Utilities (Typ)

AutoCAD SHX Text Water Elev.=260.4±

AutoCAD SHX Text "Handicap Parking" Sign

AutoCAD SHX Text Ramp

AutoCAD SHX Text Bit Curb

AutoCAD SHX Text Concrete Curb

AutoCAD SHX Text Street Line

AutoCAD SHX Text Overhead Utilities (Typ)

AutoCAD SHX Text Edge of Pond

AutoCAD SHX Text Basketball Hoop

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text 12" Rcp (Storm)

AutoCAD SHX Text SMH (Abandoned) Tf=265.8 Inv Out=261.2(GIS)

AutoCAD SHX Text Wooded

AutoCAD SHX Text SMH Tf=262.9 Inv In(NE)=254.0(GIS) Inv Out(W)=253.9(GIS)

AutoCAD SHX Text SMH Tf=263.2 Inv In(E)=255.9 Inv In(SE)=255.3 Inv Out(W)=255.3

AutoCAD SHX Text

REMOVE EXISTING BITUMINOUS CONCRETE PAVEMENT (PAID AS "EARTH EXCAVATION")

AutoCAD SHX Text

REMOVE CONCRETE CURB

AutoCAD SHX Text REMOVAL OF EXISTING BITUMINOUS CONCRETE CURB INCLUDED IN "EARTH EXCAVATION" ITEM (TYP.)

AutoCAD SHX Text

REMOVE CONCRETE SIDEWALK (INCLUDED IN NEW SIDEWALK ITEM)

AutoCAD SHX Text

CUT BITUMINOUS CONCRETE PAVEMENT

AutoCAD SHX Text

SILT FENCE (TYP.)

AutoCAD SHX Text

CONSTRUCTION ENTRANCE

AutoCAD SHX Text

TYPE III BARRICADE (TYP. OF 2)

AutoCAD SHX Text

SILT SACK

AutoCAD SHX Text

SILT SACK

AutoCAD SHX Text

REMOVE CONCRETE CURB

AutoCAD SHX Text

REMOVE CONCRETE CURB

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text o

AutoCAD SHX Text f

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text

BID PLANS

AutoCAD SHX Text 06/02/26

AutoCAD SHX Text

494 MAIN STREET - P.O. BOX 191 MANCHESTER, CT 06045-0191

AutoCAD SHX Text

FILENAME

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

FILE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

RELEASED BY:

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

DATUM

AutoCAD SHX Text

HORIZONTAL: NAD83 VERTICAL: NAVD88

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

= PROPERTY LINE

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text

= GAS GATE

AutoCAD SHX Text S

AutoCAD SHX Text

= SANITARY MANHOLE

AutoCAD SHX Text

= DECIDUOUS TREE

AutoCAD SHX Text

= CONIFEROUS TREE

AutoCAD SHX Text

= LIGHT POLE

AutoCAD SHX Text

= CULVERT END

AutoCAD SHX Text

= CURB STOP

AutoCAD SHX Text

= HYDRANT

AutoCAD SHX Text

= CATCH BASIN

AutoCAD SHX Text

= SIGN

AutoCAD SHX Text

= WATER VALVE

AutoCAD SHX Text

= DOUBLE POST SIGN

AutoCAD SHX Text

= BUTTERFLY VALVE

AutoCAD SHX Text

= BLOW OFF

AutoCAD SHX Text D

AutoCAD SHX Text

= DRAINAGE MANHOLE

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

= CATV TUBE

AutoCAD SHX Text

= TELEPHONE BOX

AutoCAD SHX Text

= ELECTRIC BOX

AutoCAD SHX Text

= CONTROLLER CABINET

AutoCAD SHX Text

= BOLLARD

AutoCAD SHX Text

= MAIL BOX

AutoCAD SHX Text

= STONE WALL

AutoCAD SHX Text

= GUIDE RAIL

AutoCAD SHX Text

= RETAINING WALL

AutoCAD SHX Text

= WIRE FENCE

AutoCAD SHX Text x

AutoCAD SHX Text

= IRON PIPE

AutoCAD SHX Text

= UTILITY POLE

AutoCAD SHX Text

= DRILL HOLE

AutoCAD SHX Text

= CONTROL POINT

AutoCAD SHX Text

= IRON ROD

AutoCAD SHX Text

= CHAIN LINK FENCE

AutoCAD SHX Text

= STOCKADE FENCE

AutoCAD SHX Text

= GRANITE MONUMENT

AutoCAD SHX Text

= CONCRETE MONUMENT

AutoCAD SHX Text

= UTILITY POLE WITH LIGHT

AutoCAD SHX Text

= TRAFFIC SPAN POLE

AutoCAD SHX Text

= WETLANDS BOUNDARY

AutoCAD SHX Text

= RAILROAD TRACKS

AutoCAD SHX Text

= SILT FENCE

AutoCAD SHX Text

= WETLAND FLAG

AutoCAD SHX Text

DRAWING SCALE

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

HORIZONTAL: 1" = 20' VERTICAL: ---

AutoCAD SHX Text

OR AS NOTED

MAGNETIC

2025106

123 LYDALL STREET

MANCHESTER, CT

PARKING IMPROVEMENTS

SALTERS POOL

PARKING LOT

TOWN OF MANCHESTER

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION

of 9

LAYOUT PLAN

2025106-PLAN.DWG

LYDALL STREET

AutoCAD SHX Text Utility Easement In Favor of the Town of Manchester (Vol. 1786 Page 29 M.L.R.)

AutoCAD SHX Text N/F Jason & Caryn Lang #93 Lydall Street

AutoCAD SHX Text N/F Manchester Land Conservation Trust, Inc. #501 Parker Street

AutoCAD SHX Text N/F Town of Manchester #123 Lydall Street

AutoCAD SHX Text Salter's Pond

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text Approx. 100

AutoCAD SHX Text Boundary Line

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text Lydall Brook

AutoCAD SHX Text

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text S

AutoCAD SHX Text Bituminous Drive

AutoCAD SHX Text 18" Rcp (GIS-Storm)

AutoCAD SHX Text 24" Rcp (GIS-Storm)

AutoCAD SHX Text 24"Rcp(GIS-Stm)

AutoCAD SHX Text 12" Rcp (GIS-Stm)

AutoCAD SHX Text 8" Vcp (GIS-San)

AutoCAD SHX Text 6" Steel (Gas)

AutoCAD SHX Text

12" CLCIP (GIS)

AutoCAD SHX Text

6"CLCIP (GIS)

AutoCAD SHX Text D

AutoCAD SHX Text N/F Kaitlyn Anita Bennett & Justin Michael Gionfriddo #118 Lydall Street

AutoCAD SHX Text N/F Christopher W. & Megan E. Goodell #126 Lydall Street

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text Type 'C' CB Tf=266.9 Inv In(SE)=259.3 Inv Out(NW)=259.3

AutoCAD SHX Text DMH Tf=267.5 Inv In(SE)=259.2(GIS) Inv In(NE)=260.3(GIS) Inv Out(NW)=259.2(GIS)

AutoCAD SHX Text

AT&T 183

AutoCAD SHX Text DMH Tf=269.0 Inv In=(E)=Unknown Inv Out(W)=(Unknown)

AutoCAD SHX Text 18" Rcp (GIS-Storm)

AutoCAD SHX Text Year FEMA Flood

AutoCAD SHX Text Type 'CL' CB Tf=265.2 Inv Out(NW)=262.2(Map Ref. #3)

AutoCAD SHX Text DMH Tf=265.6 Inv In(SE)=261.7(Map Ref. #3) Inv In(NE)= Inv Out(NW)=(GIS)

AutoCAD SHX Text 12" Rcp (Storm-Map Ref. #3)

AutoCAD SHX Text DMH Tf=264.6 Inv In(SE)=251.2 Inv Out(SW)=251.2

AutoCAD SHX Text 15" Rcp (GIS-Storm)

AutoCAD SHX Text 12" Rcp (Storm)

AutoCAD SHX Text DMH Tf=264.4 Inv In(SE)=Unknown Inv Out(NW)=Unknown

AutoCAD SHX Text 24" Cast Iron (Storm)

AutoCAD SHX Text

AutoCAD SHX Text 24"(Stm)

AutoCAD SHX Text Type 'C' CB Tf=260.8 Inv In(SE)=257.1 Inv Out(NE)=257.1(24" HDPE)

AutoCAD SHX Text DMH Tf=261.8 Inv In(NE)=250.3(12" Rcp) Inv In(SW)=256.8(24" Rcp) Inv Out(NE)=250.7(30" Rcp)

AutoCAD SHX Text Inv=251.0

AutoCAD SHX Text 8" Vcp (GIS-San)

AutoCAD SHX Text 6" Vcp (GIS-San)(Aband.)

AutoCAD SHX Text 18" Rcp (GIS-San)

AutoCAD SHX Text SMH Tf=264.1 Inv=(GIS)

AutoCAD SHX Text Benchmark Prick Punch In SMH Frame (Traverse #102) Elev.=264.43

AutoCAD SHX Text Benchmark Prick Punch In SMH Frame (Traverse #103) Elev.=264.12

AutoCAD SHX Text 18" Rcp (GIS-San)

AutoCAD SHX Text Picnic Table

AutoCAD SHX Text Bench

AutoCAD SHX Text Boulder W/ Plaque

AutoCAD SHX Text Box Wire Fence

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text Concrete

AutoCAD SHX Text Bit

AutoCAD SHX Text Gate

AutoCAD SHX Text Bike Rack

AutoCAD SHX Text Snet 2103

AutoCAD SHX Text Conduit

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text Concrete Curb

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Concrete Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Bushes

AutoCAD SHX Text Concrete Walk

AutoCAD SHX Text Conc. Walk

AutoCAD SHX Text Concrete Walk

AutoCAD SHX Text Bituminous Apron

AutoCAD SHX Text Bituminous Parking

AutoCAD SHX Text

WF #1-15

AutoCAD SHX Text

WF #1-13

AutoCAD SHX Text

WF #1-14

AutoCAD SHX Text

WF #1-11

AutoCAD SHX Text

WF #1-10

AutoCAD SHX Text

WF #1-9

AutoCAD SHX Text

WF #1-6

AutoCAD SHX Text

WF #1-7

AutoCAD SHX Text

WF #1-6

AutoCAD SHX Text

WF #1-5

AutoCAD SHX Text

WF #1-4

AutoCAD SHX Text

WF #1-3

AutoCAD SHX Text

WF #1-2

AutoCAD SHX Text

WF #1-1

AutoCAD SHX Text

WF #1-12

AutoCAD SHX Text 100' Regulated Inland Wetland Buffer

AutoCAD SHX Text 20" Maple

AutoCAD SHX Text 14" Maple

AutoCAD SHX Text 16" Clump Maples

AutoCAD SHX Text 4" Maple

AutoCAD SHX Text 4" Tree

AutoCAD SHX Text 14" Triple Maple

AutoCAD SHX Text 32" Maple

AutoCAD SHX Text 18" Maple

AutoCAD SHX Text 14" Maple

AutoCAD SHX Text 14" Clump Maple

AutoCAD SHX Text Planter

AutoCAD SHX Text Sign

AutoCAD SHX Text Trail Marker Sign

AutoCAD SHX Text Bus Shelter

AutoCAD SHX Text Conc. Pad

AutoCAD SHX Text "Pedestrian Crossing" Sign

AutoCAD SHX Text "Bus Stop" Sign

AutoCAD SHX Text Snet 2269

AutoCAD SHX Text "Salters Pool" Sign

AutoCAD SHX Text Frontier 185

AutoCAD SHX Text Utility Pole 186

AutoCAD SHX Text

CL&P 7780

AutoCAD SHX Text Existing Building

AutoCAD SHX Text SMH Tf=266.0 Inv=(Unknown)

AutoCAD SHX Text Concrete Spillway

AutoCAD SHX Text Conc. Retaining Wall

AutoCAD SHX Text Brush/Overgrown

AutoCAD SHX Text Wooded

AutoCAD SHX Text Grass

AutoCAD SHX Text Monitor Well

AutoCAD SHX Text Overhead Utilities (Typ)

AutoCAD SHX Text Water Elev.=260.4±

AutoCAD SHX Text "Handicap Parking" Sign

AutoCAD SHX Text Ramp

AutoCAD SHX Text Bit Curb

AutoCAD SHX Text Concrete Curb

AutoCAD SHX Text Street Line

AutoCAD SHX Text Overhead Utilities (Typ)

AutoCAD SHX Text Edge of Pond

AutoCAD SHX Text Basketball Hoop

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text 12" Rcp (Storm)

AutoCAD SHX Text SMH (Abandoned) Tf=265.8 Inv Out=261.2(GIS)

AutoCAD SHX Text Wooded

AutoCAD SHX Text SMH Tf=262.9 Inv In(NE)=254.0(GIS) Inv Out(W)=253.9(GIS)

AutoCAD SHX Text SMH Tf=263.2 Inv In(E)=255.9 Inv In(SE)=255.3 Inv Out(W)=255.3

AutoCAD SHX Text

6" CONCRETE SIDEWALK RAMP (TYPE 16)

AutoCAD SHX Text

6" CONCRETE SIDEWALK RAMP (TYPE 9)

AutoCAD SHX Text

EXTRUDED CONCRETE CURB

AutoCAD SHX Text

5" CONCRETE SIDEWALK

AutoCAD SHX Text

LOAM AND SEED PAY ITEM: "RESTORATION OF LAWN AREAS"

AutoCAD SHX Text

5" CONCRETE SIDEWALK AND CURB MONOLITHIC (6' WIDE)

AutoCAD SHX Text

5" CONCRETE SIDEWALK

AutoCAD SHX Text

EXTRUDED CONCRETE CURB

AutoCAD SHX Text

6" CONCRETE SIDEWALK RAMP (TYPE 11)

AutoCAD SHX Text

6" CONCRETE SIDEWALK RAMP (TYPE 16)

AutoCAD SHX Text

END 5" CONCRETE SIDEWALK MATCH INTO EXISTING SIDEWALK

AutoCAD SHX Text

SILT SACK

AutoCAD SHX Text

SILT FENCE (TYP.)

AutoCAD SHX Text

SILT FENCE (TYP.)

AutoCAD SHX Text

DEPRESS EXTRUDED CONCRETE CURB TO 3" HEIGHT FOR 12' WIDTH

AutoCAD SHX Text

CUT BITUMINOUS CONCRETE PAVEMENT (LIMIT OF RECONSTRUCTION)

AutoCAD SHX Text

END EXTRUDED CONCRETE CURB MATCH INTO EXISTING CURB

AutoCAD SHX Text

CONSTRUCTION ENTRANCE

AutoCAD SHX Text

MATCH INTO EXISTING WALK

AutoCAD SHX Text REMOVE EXISTING PAVEMENT (PAID AS EARTH EXCAVATION) LOAM AND SEED (PAID AS RESTORATION OF LAWN AREAS)

AutoCAD SHX Text

LEACHING CHAMBER INFILTRATION SYSTEM 3 ROWS OF 9 CHAMBERS

AutoCAD SHX Text

TYPE III BARRICADE (TYP. OF 2)

AutoCAD SHX Text

SWEETGUM SLENDER SILHOUETTE TREE (2" CAL.)

AutoCAD SHX Text

SWEETGUM SLENDER SILHOUETTE TREE (2" CAL.)

AutoCAD SHX Text

COLMUNAR ENGLISH OAK TREE (2" CAL.)

AutoCAD SHX Text

COLUMNAR ENGLISH OAK TREE (2" CAL.)

AutoCAD SHX Text

RED OAK TREE (3" CAL.)

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text o

AutoCAD SHX Text f

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text

BID PLANS

AutoCAD SHX Text 06/02/26

AutoCAD SHX Text

494 MAIN STREET - P.O. BOX 191 MANCHESTER, CT 06045-0191

AutoCAD SHX Text

FILENAME

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

FILE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

RELEASED BY:

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

DATUM

AutoCAD SHX Text

HORIZONTAL: NAD83 VERTICAL: NAVD88

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

= PROPERTY LINE

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text

= GAS GATE

AutoCAD SHX Text S

AutoCAD SHX Text

= SANITARY MANHOLE

AutoCAD SHX Text

= DECIDUOUS TREE

AutoCAD SHX Text

= CONIFEROUS TREE

AutoCAD SHX Text

= LIGHT POLE

AutoCAD SHX Text

= CULVERT END

AutoCAD SHX Text

= CURB STOP

AutoCAD SHX Text

= HYDRANT

AutoCAD SHX Text

= CATCH BASIN

AutoCAD SHX Text

= SIGN

AutoCAD SHX Text

= WATER VALVE

AutoCAD SHX Text

= DOUBLE POST SIGN

AutoCAD SHX Text

= BUTTERFLY VALVE

AutoCAD SHX Text

= BLOW OFF

AutoCAD SHX Text D

AutoCAD SHX Text

= DRAINAGE MANHOLE

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

= CATV TUBE

AutoCAD SHX Text

= TELEPHONE BOX

AutoCAD SHX Text

= ELECTRIC BOX

AutoCAD SHX Text

= CONTROLLER CABINET

AutoCAD SHX Text

= BOLLARD

AutoCAD SHX Text

= MAIL BOX

AutoCAD SHX Text

= STONE WALL

AutoCAD SHX Text

= GUIDE RAIL

AutoCAD SHX Text

= RETAINING WALL

AutoCAD SHX Text

= WIRE FENCE

AutoCAD SHX Text x

AutoCAD SHX Text

= IRON PIPE

AutoCAD SHX Text

= UTILITY POLE

AutoCAD SHX Text

= DRILL HOLE

AutoCAD SHX Text

= CONTROL POINT

AutoCAD SHX Text

= IRON ROD

AutoCAD SHX Text

= CHAIN LINK FENCE

AutoCAD SHX Text

= STOCKADE FENCE

AutoCAD SHX Text

= GRANITE MONUMENT

AutoCAD SHX Text

= CONCRETE MONUMENT

AutoCAD SHX Text

= UTILITY POLE WITH LIGHT

AutoCAD SHX Text

= TRAFFIC SPAN POLE

AutoCAD SHX Text

= WETLANDS BOUNDARY

AutoCAD SHX Text

= RAILROAD TRACKS

AutoCAD SHX Text

= SILT FENCE

AutoCAD SHX Text

= WETLAND FLAG

AutoCAD SHX Text

DRAWING SCALE

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

HORIZONTAL: 1" = 20' VERTICAL: ---

AutoCAD SHX Text

OR AS NOTED

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text

PZC COMMENTS

03/24/26

2025106

123 LYDALL STREET

MANCHESTER, CT

PARKING IMPROVEMENTS

SALTERS POOL

PARKING LOT

TOWN OF MANCHESTER

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION

of 9

PAVEMENT MARKINGS

AND SIGNING PLAN

2025106-PLAN.DWG

LYDALL STREET

AutoCAD SHX Text Utility Easement In Favor of the Town of Manchester (Vol. 1786 Page 29 M.L.R.)

AutoCAD SHX Text N/F Jason & Caryn Lang #93 Lydall Street

AutoCAD SHX Text N/F Manchester Land Conservation Trust, Inc. #501 Parker Street

AutoCAD SHX Text N/F Town of Manchester #123 Lydall Street

AutoCAD SHX Text Salter's Pond

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text Approx. 100

AutoCAD SHX Text Boundary Line

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text Lydall Brook

AutoCAD SHX Text

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text S

AutoCAD SHX Text Bituminous Drive

AutoCAD SHX Text 18" Rcp (GIS-Storm)

AutoCAD SHX Text 24" Rcp (GIS-Storm)

AutoCAD SHX Text 24"Rcp(GIS-Stm)

AutoCAD SHX Text 12" Rcp (GIS-Stm)

AutoCAD SHX Text 8" Vcp (GIS-San)

AutoCAD SHX Text 6" Steel (Gas)

AutoCAD SHX Text

12" CLCIP (GIS)

AutoCAD SHX Text

6"CLCIP (GIS)

AutoCAD SHX Text D

AutoCAD SHX Text N/F Kaitlyn Anita Bennett & Justin Michael Gionfriddo #118 Lydall Street

AutoCAD SHX Text N/F Christopher W. & Megan E. Goodell #126 Lydall Street

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text Type 'C' CB Tf=266.9 Inv In(SE)=259.3 Inv Out(NW)=259.3

AutoCAD SHX Text DMH Tf=267.5 Inv In(SE)=259.2(GIS) Inv In(NE)=260.3(GIS) Inv Out(NW)=259.2(GIS)

AutoCAD SHX Text

AT&T 183

AutoCAD SHX Text DMH Tf=269.0 Inv In=(E)=Unknown Inv Out(W)=(Unknown)

AutoCAD SHX Text 18" Rcp (GIS-Storm)

AutoCAD SHX Text Year FEMA Flood

AutoCAD SHX Text Type 'CL' CB Tf=265.2 Inv Out(NW)=262.2(Map Ref. #3)

AutoCAD SHX Text DMH Tf=265.6 Inv In(SE)=261.7(Map Ref. #3) Inv In(NE)= Inv Out(NW)=(GIS)

AutoCAD SHX Text 12" Rcp (Storm-Map Ref. #3)

AutoCAD SHX Text DMH Tf=264.6 Inv In(SE)=251.2 Inv Out(SW)=251.2

AutoCAD SHX Text 15" Rcp (GIS-Storm)

AutoCAD SHX Text 12" Rcp (Storm)

AutoCAD SHX Text DMH Tf=264.4 Inv In(SE)=Unknown Inv Out(NW)=Unknown

AutoCAD SHX Text 24" Cast Iron (Storm)

AutoCAD SHX Text

AutoCAD SHX Text 24"(Stm)

AutoCAD SHX Text Type 'C' CB Tf=260.8 Inv In(SE)=257.1 Inv Out(NE)=257.1(24" HDPE)

AutoCAD SHX Text DMH Tf=261.8 Inv In(NE)=250.3(12" Rcp) Inv In(SW)=256.8(24" Rcp) Inv Out(NE)=250.7(30" Rcp)

AutoCAD SHX Text Inv=251.0

AutoCAD SHX Text 8" Vcp (GIS-San)

AutoCAD SHX Text 6" Vcp (GIS-San)(Aband.)

AutoCAD SHX Text 18" Rcp (GIS-San)

AutoCAD SHX Text SMH Tf=264.1 Inv=(GIS)

AutoCAD SHX Text Benchmark Prick Punch In SMH Frame (Traverse #102) Elev.=264.43

AutoCAD SHX Text Benchmark Prick Punch In SMH Frame (Traverse #103) Elev.=264.12

AutoCAD SHX Text 18" Rcp (GIS-San)

AutoCAD SHX Text Picnic Table

AutoCAD SHX Text Bench

AutoCAD SHX Text Boulder W/ Plaque

AutoCAD SHX Text Box Wire Fence

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text Concrete

AutoCAD SHX Text Bit

AutoCAD SHX Text Gate

AutoCAD SHX Text Bike Rack

AutoCAD SHX Text Snet 2103

AutoCAD SHX Text Conduit

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text Concrete Curb

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Concrete Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Bushes

AutoCAD SHX Text Concrete Walk

AutoCAD SHX Text Conc. Walk

AutoCAD SHX Text Concrete Walk

AutoCAD SHX Text Bituminous Apron

AutoCAD SHX Text Bituminous Parking

AutoCAD SHX Text

WF #1-15

AutoCAD SHX Text

WF #1-13

AutoCAD SHX Text

WF #1-14

AutoCAD SHX Text

WF #1-11

AutoCAD SHX Text

WF #1-10

AutoCAD SHX Text

WF #1-9

AutoCAD SHX Text

WF #1-6

AutoCAD SHX Text

WF #1-7

AutoCAD SHX Text

WF #1-6

AutoCAD SHX Text

WF #1-5

AutoCAD SHX Text

WF #1-4

AutoCAD SHX Text

WF #1-3

AutoCAD SHX Text

WF #1-2

AutoCAD SHX Text

WF #1-1

AutoCAD SHX Text

WF #1-12

AutoCAD SHX Text 100' Regulated Inland Wetland Buffer

AutoCAD SHX Text 20" Maple

AutoCAD SHX Text 14" Maple

AutoCAD SHX Text 16" Clump Maples

AutoCAD SHX Text 4" Maple

AutoCAD SHX Text 4" Tree

AutoCAD SHX Text 14" Triple Maple

AutoCAD SHX Text 32" Maple

AutoCAD SHX Text 18" Maple

AutoCAD SHX Text 14" Maple

AutoCAD SHX Text 14" Clump Maple

AutoCAD SHX Text Planter

AutoCAD SHX Text Sign

AutoCAD SHX Text Trail Marker Sign

AutoCAD SHX Text Bus Shelter

AutoCAD SHX Text Conc. Pad

AutoCAD SHX Text "Pedestrian Crossing" Sign

AutoCAD SHX Text "Bus Stop" Sign

AutoCAD SHX Text Snet 2269

AutoCAD SHX Text "Salters Pool" Sign

AutoCAD SHX Text Frontier 185

AutoCAD SHX Text Utility Pole 186

AutoCAD SHX Text

CL&P 7780

AutoCAD SHX Text Existing Building

AutoCAD SHX Text SMH Tf=266.0 Inv=(Unknown)

AutoCAD SHX Text Concrete Spillway

AutoCAD SHX Text Conc. Retaining Wall

AutoCAD SHX Text Brush/Overgrown

AutoCAD SHX Text Wooded

AutoCAD SHX Text Grass

AutoCAD SHX Text Monitor Well

AutoCAD SHX Text Overhead Utilities (Typ)

AutoCAD SHX Text Water Elev.=260.4±

AutoCAD SHX Text "Handicap Parking" Sign

AutoCAD SHX Text Ramp

AutoCAD SHX Text Bit Curb

AutoCAD SHX Text Concrete Curb

AutoCAD SHX Text Street Line

AutoCAD SHX Text Overhead Utilities (Typ)

AutoCAD SHX Text Edge of Pond

AutoCAD SHX Text Basketball Hoop

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text 12" Rcp (Storm)

AutoCAD SHX Text SMH (Abandoned) Tf=265.8 Inv Out=261.2(GIS)

AutoCAD SHX Text Wooded

AutoCAD SHX Text SMH Tf=262.9 Inv In(NE)=254.0(GIS) Inv Out(W)=253.9(GIS)

AutoCAD SHX Text SMH Tf=263.2 Inv In(E)=255.9 Inv In(SE)=255.3 Inv Out(W)=255.3

AutoCAD SHX Text

4" WHITE EPOXY RESIN PAVEMENT MARKING (TYP.)

AutoCAD SHX Text

STANDARD CROSSWALK

AutoCAD SHX Text

STANDARD CROSSWALK

AutoCAD SHX Text

ACCESSIBLE PARKING SYMBOL (TYP. OF 2)

AutoCAD SHX Text

RELOCATE ACCESSIBLE PARKING SIGN

AutoCAD SHX Text

4" YELLOW EPOXY RESIN PAVEMENT MARKINGS

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text o

AutoCAD SHX Text f

AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text

BID PLANS

AutoCAD SHX Text 06/02/26

AutoCAD SHX Text

494 MAIN STREET - P.O. BOX 191 MANCHESTER, CT 06045-0191

AutoCAD SHX Text

FILENAME

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

FILE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

RELEASED BY:

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

DATUM

AutoCAD SHX Text

HORIZONTAL: NAD83 VERTICAL: NAVD88

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

= PROPERTY LINE

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text

= GAS GATE

AutoCAD SHX Text S

AutoCAD SHX Text

= SANITARY MANHOLE

AutoCAD SHX Text

= DECIDUOUS TREE

AutoCAD SHX Text

= CONIFEROUS TREE

AutoCAD SHX Text

= LIGHT POLE

AutoCAD SHX Text

= CULVERT END

AutoCAD SHX Text

= CURB STOP

AutoCAD SHX Text

= HYDRANT

AutoCAD SHX Text

= CATCH BASIN

AutoCAD SHX Text

= SIGN

AutoCAD SHX Text

= WATER VALVE

AutoCAD SHX Text

= DOUBLE POST SIGN

AutoCAD SHX Text

= BUTTERFLY VALVE

AutoCAD SHX Text

= BLOW OFF

AutoCAD SHX Text D

AutoCAD SHX Text

= DRAINAGE MANHOLE

AutoCAD SHX Text M

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

= CATV TUBE

AutoCAD SHX Text

= TELEPHONE BOX

AutoCAD SHX Text

= ELECTRIC BOX

AutoCAD SHX Text

= CONTROLLER CABINET

AutoCAD SHX Text

= BOLLARD

AutoCAD SHX Text

= MAIL BOX

AutoCAD SHX Text

= STONE WALL

AutoCAD SHX Text

= GUIDE RAIL

AutoCAD SHX Text

= RETAINING WALL

AutoCAD SHX Text

= WIRE FENCE

AutoCAD SHX Text x

AutoCAD SHX Text

= IRON PIPE

AutoCAD SHX Text

= UTILITY POLE

AutoCAD SHX Text

= DRILL HOLE

AutoCAD SHX Text

= CONTROL POINT

AutoCAD SHX Text

= IRON ROD

AutoCAD SHX Text

= CHAIN LINK FENCE

AutoCAD SHX Text

= STOCKADE FENCE

AutoCAD SHX Text

= GRANITE MONUMENT

AutoCAD SHX Text

= CONCRETE MONUMENT

AutoCAD SHX Text

= UTILITY POLE WITH LIGHT

AutoCAD SHX Text

= TRAFFIC SPAN POLE

AutoCAD SHX Text

= WETLANDS BOUNDARY

AutoCAD SHX Text

= RAILROAD TRACKS

AutoCAD SHX Text

= SILT FENCE

AutoCAD SHX Text

= WETLAND FLAG

AutoCAD SHX Text

DRAWING SCALE

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

HORIZONTAL: 1" = 20' VERTICAL: ---

AutoCAD SHX Text

OR AS NOTED

2025106

123 LYDALL STREET

MANCHESTER, CT

PARKING IMPROVEMENTS

SALTERS POOL

PARKING LOT

TOWN OF MANCHESTER

PUBLIC WORKS DEPARTMENT

ENGINEERING DIVISION

of 9

GRADING PLAN

2025106-PLAN.DWG

LYDALL STREET

AutoCAD SHX Text N/F Jason & Caryn Lang #93 Lydall Street

AutoCAD SHX Text N/F Manchester Land Conservation Trust, Inc. #501 Parker Street

AutoCAD SHX Text N/F Town of Manchester #123 Lydall Street

AutoCAD SHX Text Salter's Pond

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text Approx. 100

AutoCAD SHX Text Boundary Line

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text Lydall Brook

AutoCAD SHX Text

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text S

AutoCAD SHX Text Bituminous Drive

AutoCAD SHX Text 18" Rcp (GIS-Storm)

AutoCAD SHX Text 24" Rcp (GIS-Storm)

AutoCAD SHX Text 24"Rcp(GIS-Stm)

AutoCAD SHX Text 12" Rcp (GIS-Stm)

AutoCAD SHX Text 8" Vcp (GIS-San)

AutoCAD SHX Text 6" Steel (Gas)

AutoCAD SHX Text

12" CLCIP (GIS)

AutoCAD SHX Text

6"CLCIP (GIS)

AutoCAD SHX Text D

AutoCAD SHX Text N/F Kaitlyn Anita Bennett & Justin Michael Gionfriddo #118 Lydall Street

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text Type 'C' CB Tf=266.9 Inv In(SE)=259.3 Inv Out(NW)=259.3

AutoCAD SHX Text DMH Tf=267.5 Inv In(SE)=259.2(GIS) Inv In(NE)=260.3(GIS) Inv Out(NW)=259.2(GIS)

AutoCAD SHX Text

AT&T 183

AutoCAD SHX Text DMH Tf=269.0 Inv In=(E)=Unknown Inv Out(W)=(Unknown)

AutoCAD SHX Text 18" Rcp (GIS-Storm)

AutoCAD SHX Text Year FEMA Flood

AutoCAD SHX Text Type 'CL' CB Tf=265.2 Inv Out(NW)=262.2(Map Ref. #3)

AutoCAD SHX Text DMH Tf=265.6 Inv In(SE)=261.7(Map Ref. #3) Inv In(NE)= Inv Out(NW)=(GIS)

AutoCAD SHX Text 12" Rcp (Storm-Map Ref. #3)

AutoCAD SHX Text DMH Tf=264.6 Inv In(SE)=251.2 Inv Out(SW)=251.2

AutoCAD SHX Text 15" Rcp (GIS-Storm)

AutoCAD SHX Text 12" Rcp (Storm)

AutoCAD SHX Text DMH Tf=264.4 Inv In(SE)=Unknown Inv Out(NW)=Unknown

AutoCAD SHX Text 24" Cast Iron (Storm)

AutoCAD SHX Text

AutoCAD SHX Text 24"(Stm)

AutoCAD SHX Text Type 'C' CB Tf=260.8 Inv In(SE)=257.1 Inv Out(NE)=257.1(24" HDPE)

AutoCAD SHX Text DMH Tf=261.8 Inv In(NE)=250.3(12" Rcp) Inv In(SW)=256.8(24" Rcp) Inv Out(NE)=250.7(30" Rcp)

AutoCAD SHX Text Inv=251.0

AutoCAD SHX Text 8" Vcp (GIS-San)

AutoCAD SHX Text 6" Vcp (GIS-San)(Aband.)

AutoCAD SHX Text 18" Rcp (GIS-San)

AutoCAD SHX Text SMH Tf=264.1 Inv=(GIS)

AutoCAD SHX Text Benchmark Prick Punch In SMH Frame (Traverse #102) Elev.=264.43

AutoCAD SHX Text Benchmark Prick Punch In SMH Frame (Traverse #103) Elev.=264.12

AutoCAD SHX Text 18" Rcp (GIS-San)

AutoCAD SHX Text Picnic Table

AutoCAD SHX Text Bench

AutoCAD SHX Text Boulder W/ Plaque

AutoCAD SHX Text Box Wire Fence

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text Concrete

AutoCAD SHX Text Bit

AutoCAD SHX Text Gate

AutoCAD SHX Text Bike Rack

AutoCAD SHX Text Snet 2103

AutoCAD SHX Text Conduit

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text Concrete Curb

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Concrete Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Conc. Curb

AutoCAD SHX Text Bituminous Curb

AutoCAD SHX Text Bushes

AutoCAD SHX Text Concrete Walk

AutoCAD…

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File details come from the government source that posted it. Updated Jul 3, 2026.