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QUEENSBURY, NY 12804

PROJECT NO: 2241455

ISSUED FOR BID

JULY 31, 2026

WEST END PARK IMPROVEMENTS

TOWN OF QUEENSBURY

117 LUZERNE ROAD

QUEENSBURY, NY 12804

TOWN OF QUEENSBURY

DESCRIPTION

INDEX OF DRAWINGS

COVER SHEETG001

G002 NOTES

SHEET NO.PAGE NO. REVDATE

07.31.2026

SITE PREPARATION PLANS

SITE LAYOUT & PLANTING PLANS

SURVEY: EXISTING CONDITIONS LANDS NOW OR

C110

SV1

C120

4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com

PROJECT LOCATION

LOCATION MAP

C530 SITE DETAILS

C531 SITE DETAILS

GRADING AND EROSION & SEDIMENT CONTROL PLANS C130

FORMERLY OF THE TOWN OF QUEENSBURY 10.22.2025

C532 COURT DETAILS 0

07.31.2026

07.31.2026 07.31.2026 07.31.2026 07.31.2026 07.31.2026 07.31.2026

MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES:

CONSTRUCTION SEQUENCING NOTES:

EROSION AND SEDIMENT CONTROL MEASURES:

GENERAL EROSION AND SEDIMENT CONTROL NOTES:

SPDES GENERAL PERMIT GP-0-20-001 COMPLIANCE NOTES:

GENERAL CONSTRUCTION NOTES:

SITE LAYOUT NOTES:

PAVING NOTES:

GRADING NOTES:

GENERAL UTILITY NOTES:

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NO: DATE: DESCRIPTION:

DRAWING NAME:

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DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2024 LaBella Associates

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Town of Queensbury 742 Bay Road Queensbury, NY 12804

West End Park Improvements

117 Luzerne Road Queensbury, NY 12804

2241455

ISSUED FOR BID

JULY 31, 2026

It is a violation of New York Education Law Art. 145 Sec.

7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation

"altered by" followed by their signature and date of such alteration, and a specific description of the alteration.

4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com

CERTIFICATE OF AUTHORIZATION NUMBER:

PROFESSIONAL ENGINEERING: 018281

LAND SURVEYING: 017976

GEOLOGICAL: 018750

PROJECT NAME:

CLIENT NAME:

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G002

NOTES

PLANTING NOTES:

SITE REMOVAL & PREPARATION NOTES:

SITE PLAN NOTES:

AutoCAD SHX Text PERMANENT AND TEMPORARY VEGETATION: INSPECT ALL AREAS THAT HAVE RECEIVED VEGETATION EVERY SEVEN DAYS & AFTER EVERY RAIN EVENT. ALL AREAS DAMAGED BY EROSION OR WHERE SEED HAS NOT ESTABLISHED SHALL BE REPAIRED AND RESTABILIZED IMMEDIATELY. STABILIZED CONSTRUCTION ENTRANCE: INSPECT THE ENTRANCE PAD EVERY SEVEN DAYS & AFTER EVERY RAIN EVENT. CHECK FOR MUD, SEDIMENT BUILD-UP AND PAD INTEGRITY. MAKE DAILY INSPECTIONS DURING WET WEATHER. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. WASH AND REPLACE STONE AS NEEDED. THE STONE IN THE ENTRANCE SHOULD BE WASHED OR REPLACED WHENEVER THE ENTRANCE FAILS TO REDUCE MUD BEING CARRIED OFF-SITE BY VEHICLES. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. REMOVE TEMPORARY CONSTRUCTION ENTRANCE AS SOON AS THEY ARE NO LONGER NEEDED TO PROVIDE ACCESS TO THE SITE. SILT FENCE: INSPECT FOR DAMAGE EVERY SEVEN DAYS & AFTER EVERY RAIN EVENT. MAKE ALL REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM THE UP-SLOPE FACE OF THE FENCE BEFORE IT ACCUMULATES TO A HEIGHT EQUAL TO 1/3 THE HEIGHT OF THE FENCE. IF FENCE FABRIC TEARS, BEGINS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED SECTION OF FENCE IMMEDIATELY. SOIL STOCKPILE: INSPECT SEDIMENT CONTROL BARRIERS (SILT FENCE OR HAY BALE) AND VEGETATION FOR DAMAGE EVERY SEVEN DAYS & AFTER EVERY RAIN EVENT. MAKE ALL REPAIRS IMMEDIATELY. REMOVE SEDIMENT FROM THE UP-SLOPE FACE OF THE SEDIMENT CONTROL BARRIER BEFORE IT ACCUMULATES TO A HEIGHT EQUAL TO 1/3 THE HEIGHT OF THE SEDIMENT CONTROL BARRIER. IF SEDIMENT CONTROL BARRIER TEARS, BEGINS TO DECOMPOSE, OR IN ANYWAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED SECTION OF SEDIMENT CONTROL BARRIER IMMEDIATELY. REVEGETATE DISTURBED AREA TO STABILIZE SOIL STOCK PILE. REMOVE THE SEDIMENT CONTROL BARRIER WHEN THE SOIL STOCKPILE HAS BEEN REMOVED. DUST CONTROL: SCHEDULE CONSTRUCTION OPERATIONS TO MINIMIZE THE AMOUNT OF DISTURBED AREAS AT ANY ONE TIME DURING THE COURSE OF WORK. APPLY TEMPORARY SOIL STABILIZATION PRACTICES SUCH AS MULCHING, SEEDING, AND SPRAYING (WATER). STRUCTURAL MEASURES (MULCH, SEEDING) SHALL BE INSTALLED IN DISTURBED AREAS BEFORE SIGNIFICANT BLOWING PROBLEMS DEVELOP. WATER SHALL BE SPRAYED AS NEEDED. REPEAT AS NEEDED, BUT AVOID EXCESSIVE SPRAYING, WHICH COULD CREATE RUNOFF AND EROSION PROBLEMS.

AutoCAD SHX Text

1. PRIOR TO COMMENCING ANY CLEARING, GRUBBING, EARTHWORK ACTIVITIES, ETC.AT PRIOR TO COMMENCING ANY CLEARING, GRUBBING, EARTHWORK ACTIVITIES, ETC.AT THE SITE, THE CONTRACTOR SHALL FLAG THE WORK LIMITS AND SHALL INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES (I.E. SILT FENCES, TREE PROTECTION/BARRIER FENCES, STABILIZED CONSTRUCTION ENTRANCES, STORM DRAIN SEDIMENT FILTERS, DRAINAGE DITCH SEDIMENT FILTERS, ETC.) INDICATED ON THE PROJECT DRAWINGS. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS WITHIN THEIR TRIBUTARY AREAS. 2. PRIOR TO COMMENCING CLEARING, GRUBBING AND/OR EARTHWORK ACTIVITIES IN ANY PRIOR TO COMMENCING CLEARING, GRUBBING AND/OR EARTHWORK ACTIVITIES IN ANY OTHER AREA OF THE SITE, THE CONTRACTOR SHALL INSTALL INLET AND OUTLET PROTECTION MEASURES (RIPRAP OVERFLOW WEIR(S), CULVERT INLET/OUTLET PROTECTION, ETC.) AND SHALL STABILIZE THE AREAS DISTURBED DURING THE CONSTRUCTION OF THE SEDIMENT BASIN. 3. TEMPORARY DIVERSION MEASURES SHALL BE LOCATED IN A MANNER THAT WILL TEMPORARY DIVERSION MEASURES SHALL BE LOCATED IN A MANNER THAT WILL ASSURE THAT THE AREA TRIBUTARY TO EACH DIVERSION DOES NOT EXCEED FIVE (5) ACRES. THESE TEMPORARY DIVERSION MEASURES SHALL BE INSPECTED DAILY AND REPAIRED/STABILIZED AS NECESSARY TO MINIMIZE EROSION. 4. THE CONTRACTOR SHALL COMMENCE SITE CONSTRUCTION ACTIVITIES INCLUDING THE CONTRACTOR SHALL COMMENCE SITE CONSTRUCTION ACTIVITIES INCLUDING CLEARING & GRADING OF THE PROPOSED AREA OF DISTURBANCE AS REQUIRED. 5. INSTALL PROTECTIVE MEASURES AT THE LOCATIONS OF ALL GRATE INLETS, CURB INSTALL PROTECTIVE MEASURES AT THE LOCATIONS OF ALL GRATE INLETS, CURB INLETS, AND AT THE ENDS OF ALL EXPOSED STORM SEWER PIPES. 6. CONSTRUCT ALL UTILITIES, CURB AND GUTTER, GUTTER INLETS, AREA INLETS, AND CONSTRUCT ALL UTILITIES, CURB AND GUTTER, GUTTER INLETS, AREA INLETS, AND STORM SEWER MANHOLES, AS SHOWN ON THE PLANS. INLET PROTECTION MAY BE REMOVED TEMPORARILY FOR THIS CONSTRUCTION. 7. FINALIZE PAVEMENT SUB-GRADE PREPARATION. FINALIZE PAVEMENT SUB-GRADE PREPARATION. 8. REMOVE PROTECTIVE MEASURES AROUND INLETS AND MANHOLES NO MORE THAN 24 REMOVE PROTECTIVE MEASURES AROUND INLETS AND MANHOLES NO MORE THAN 24 HOURS PRIOR TO PLACING STABILIZED BASE COURSE. 9. INSTALL SUB-BASE MATERIAL AS REQUIRED FOR PAVEMENT. INSTALL SUB-BASE MATERIAL AS REQUIRED FOR PAVEMENT. 10. PRIOR TO FINALIZING CONSTRUCTION OF THE STORMWATER MANAGEMENT FACILITY, PRIOR TO FINALIZING CONSTRUCTION OF THE STORMWATER MANAGEMENT FACILITY, ALL CATCH BASINS AND DRAINAGE LINES SHALL BE CLEANED OF ALL SILT AND SEDIMENT. 11. THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AND IMMEDIATELY ESTABLISH PERMANENT VEGETATION ON THE AREAS DISTURBED DURING THEIR REMOVAL.

AutoCAD SHX Text

1. DAMAGE TO SURFACE WATERS RESULTING FROM EROSION AND SEDIMENTATION DAMAGE TO SURFACE WATERS RESULTING FROM EROSION AND SEDIMENTATION SHALL BE MINIMIZED BY STABILIZING DISTURBED AREAS AND BY REMOVING SEDIMENT FROM CONSTRUCTION SITE DISCHARGES. 2. AS MUCH AS IS PRACTICAL, EXISTING VEGETATION SHALL BE PRESERVED. AS MUCH AS IS PRACTICAL, EXISTING VEGETATION SHALL BE PRESERVED. FOLLOWING THE COMPLETION OF CONSTRUCTION ACTIVITIES IN ANY PORTION OF THE SITE, PERMANENT VEGETATION SHALL BE ESTABLISHED ON ALL EXPOSED SOILS. 3. SITE PREPARATION ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE SCOPE AND SITE PREPARATION ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE SCOPE AND DURATION OF SOIL DISRUPTION. 4. PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND "ROUTES OF PERMANENT TRAFFIC CORRIDORS SHALL BE ESTABLISHED AND "ROUTES OF CONVENIENCE" SHALL BE AVOIDED. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ALL POINTS OF ENTRY ONTO THE PROJECT SITE.

AutoCAD SHX Text

1. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE IN STRICT COMPLIANCE ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE IN STRICT COMPLIANCE WITH "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL", NOVEMBER 2016. 2. EXCESS SOIL TO BE STOCKPILED WITHIN THE LIMITS OF SITE DISTURBANCE IF NOT USED EXCESS SOIL TO BE STOCKPILED WITHIN THE LIMITS OF SITE DISTURBANCE IF NOT USED IMMEDIATELY FOR GRADING PURPOSES. INSTALL SILT FENCE AROUND SOIL STOCKPILES. 3. APPLY SURFACE STABILIZATION AND RESTORATION MEASURES. AREAS UNDERGOING APPLY SURFACE STABILIZATION AND RESTORATION MEASURES. AREAS UNDERGOING CLEARING OR GRADING AND ANY AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WHERE WORK IS DELAYED, SUSPENDED, OR INCOMPLETE AND WILL NOT BE REDISTURBED FOR 21 DAYS OR MORE SHALL BE STABILIZED WITH TEMPORARY VEGETATIVE COVER WITHIN 14 DAYS AFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS CEASED. (SEE SPECIFICATIONS FOR TEMPORARY VEGETATIVE COVER). AREAS UNDERGOING CLEARING OR GRADING AND ANY AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WHERE WORK IS COMPLETE AND WILL NOT BE REDISTURBED SHALL BE STABILIZED AND RESTORED WITH PERMANENT VEGETATIVE COVER AS SOON AS SITE AREAS ARE AVAILABLE AND WITHIN 14 DAYS AFTER WORK IS COMPLETE. (SEE SPECIFICATIONS FOR PERMANENT VEGETATIVE COVER). SEEDING FOR PERMANENT VEGETATIVE COVER SHALL BE WITHIN THE SEASONAL LIMITATIONS. PROVIDE STABILIZATION WITH TEMPORARY VEGETATIVE COVER WITHIN 14 DAYS AFTER WORK IS COMPLETE, FOR SEEDING OUTSIDE PERMITTED SEEDING PERIODS. 4. SEEDED AREAS TO BE MULCHED WITH STRAW OR HAY MULCH IN ACCORDANCE WITH SEEDED AREAS TO BE MULCHED WITH STRAW OR HAY MULCH IN ACCORDANCE WITH VEGETATIVE COVER SPECIFICATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES THROUGHOUT THE COURSE OF CONSTRUCTION. 6. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST BY SPRINKLING EXPOSED SOIL THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST BY SPRINKLING EXPOSED SOIL AREAS PERIODICALLY WITH WATER AS REQUIRED. THE CONTRACTOR IS TO SUPPLY ALL EQUIPMENT AND WATER. 7. WHEN ALL DISTURBED AREAS ARE STABLE, ALL TEMPORARY EROSION AND SEDIMENT WHEN ALL DISTURBED AREAS ARE STABLE, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED.

AutoCAD SHX Text

1. THE TOTAL AREA OF DISTURBANCE PLANNED FOR THIS PROJECT IS LESS THAN 1 ACRE THE TOTAL AREA OF DISTURBANCE PLANNED FOR THIS PROJECT IS LESS THAN 1 ACRE THEREFORE A SPDES GENERAL PERMIT (GP-0-20-001) IS NOT REQUIRED.

AutoCAD SHX Text

1. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE AND UNDER THE SUPERVISION OF A NEW YORK STATE LICENSED LAND SURVEYOR. 2. ALL PAVEMENT RESTORATION SHALL MEET AND MATCH EXISTING GRADES. ALL PAVEMENT RESTORATION SHALL MEET AND MATCH EXISTING GRADES. 3. ALL SAWCUT LINES SHALL BE PARALLEL AND CURVILINEAR TO EXISTING OR PROPOSED ALL SAWCUT LINES SHALL BE PARALLEL AND CURVILINEAR TO EXISTING OR PROPOSED CURBING AND SHALL BE A CONSTANT DISTANCE OF 18" MIN AWAY. 4. NOTIFY ENGINEER 48 HOURS PRIOR TO INITIALIZATION OF ANY WORK ON SITE. NOTIFY ENGINEER 48 HOURS PRIOR TO INITIALIZATION OF ANY WORK ON SITE. 5. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT PRIOR REVIEW FROM THE ENGINEER. 6. CONTRACTOR IS RESPONSIBLE FOR EMPLOYING AND MAINTAINING ALL TRAFFIC CONTROL CONTRACTOR IS RESPONSIBLE FOR EMPLOYING AND MAINTAINING ALL TRAFFIC CONTROL AND SAFETY MEASURES DURING CONSTRUCTION. 7. CONTRACTOR IS RESPONSIBLE FOR PROPERLY & SAFELY MAINTAINING AREA BETWEEN ALL CONTRACTOR IS RESPONSIBLE FOR PROPERLY & SAFELY MAINTAINING AREA BETWEEN ALL ADJOINING PROPERTIES. 8. NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE SITE PROPERTY NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE SITE PROPERTY LINES OR PUBLIC RIGHT-OF-WAY. 9. ALL EXISTING LAWN AREA, CURBING, PAVING, SIDEWALKS, CULVERTS OR OTHER PUBLIC OR ALL EXISTING LAWN AREA, CURBING, PAVING, SIDEWALKS, CULVERTS OR OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED BY CONSTRUCTION OPERATIONS SHALL BE REPLACED OR REPAIRED TO A CONDITION EQUAL TO EXISTING, AS DESCRIBED IN CONTRACT DOCUMENTS OR AS ORDERED BY ENGINEER (AOBE). MAILBOXES, SIGN POSTS, ETC SHALL BE PROTECTED OR REMOVED AND REPLACED EXACTLY AS THEY WERE BEFORE BEING DISTURBED. REMOVE AND REPLACE AFFECTED CURBING AND SIDEWALK TO NEAREST JOINT. REMOVE PAVEMENT AND REPLACE TO SAW CUT LINE, SAW CUT IN STRAIGHT LINE TO POINT NEEDED TO BLEND GRADE, REMOVE LAWN AND REPLACE TO MINIMUM LIMIT OF EXCAVATION. 10. IF PREVIOUSLY UNKNOWN CULTURAL, ARCHEOLOGICAL, OR HISTORIC REMAINS OR ARTIFACTS IF PREVIOUSLY UNKNOWN CULTURAL, ARCHEOLOGICAL, OR HISTORIC REMAINS OR ARTIFACTS ARE DISCOVERED IN THE COURSE OF CONSTRUCTION OF THIS PROJECT, THE PROJECT SPONSORS SHALL SUSPEND CONSTRUCTION OPERATIONS IN THE PERTINENT AREA AND SHALL NOTIFY THE PROJECT ENGINEER. CONSTRUCTION IN THAT AREA SHALL RESUME ONLY CONSTRUCTION IN THAT AREA SHALL RESUME ONLY AFTER COMPLETION OF FEDERAL, TRIBAL, AND STATE COORDINATION TO DETERMINE WHETHER PROTECTION OR RECOVERY OF THE REMAINS IS WARRANTED, OR WHETHER THE SITE IS ELIGIBLE FOR LISTING IN THE NATIONAL REGISTER OF HISTORIC PLACES. 1. BUILDING DIMENSIONS TO BE TAKEN FROM ARCHITECTURAL BUILDING PLANS. NOTIFY THE BUILDING DIMENSIONS TO BE TAKEN FROM ARCHITECTURAL BUILDING PLANS. NOTIFY THE ENGINEER OF ANY DEVIATION FROM CONDITIONS SHOWN ON THIS PLAN. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL FIELD LAYOUT. THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL FIELD LAYOUT. THE CONTRACTOR SHALL TAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE MARKED-UP AS BUILT PLANS FOR ALL UTILITIES SHOWING TIES TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES AND INVERTS. AS-BUILT PLANS SHALL BE REVIEWED BY THE OWNER AND THE ENGINEER AND THE CONTRACTOR SHALL PROVIDE ANY CORRECTION OR ADDITIONS TO THE SATISFACTION OF THE OWNER AND THE ENGINEER BEFORE UTILITIES WILL BE ACCEPTED. 1. NO VEHICULAR TRAFFIC OF ANY SORT SHALL BE PERMITTED ON THE SURFACE OF SUBBASE NO VEHICULAR TRAFFIC OF ANY SORT SHALL BE PERMITTED ON THE SURFACE OF SUBBASE COURSE MATERIAL ONCE IT HAS BEEN FINE GRADED, COMPACTED, AND IS READY FOR PAVING. SUBBASE MATERIAL SO PREPARED FOR PAVING SHALL BE PAVED WITHIN THREE DAYS OF PREPARATION. 2. SUBBASE MATERIAL AND THE VARIOUS ASPHALT CONCRETE MATERIALS CALLED FOR IN SUBBASE MATERIAL AND THE VARIOUS ASPHALT CONCRETE MATERIALS CALLED FOR IN THESE DRAWINGS SHALL CONFORM WITH THE REFERENCED SECTION OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED "LATEST EDITIONS". CONSTRUCTION SHALL BE AS FURTHER SET "LATEST EDITIONS". CONSTRUCTION SHALL BE AS FURTHER SET . CONSTRUCTION SHALL BE AS FURTHER SET FORTH IN THOSE SPECIFICATIONS AND AS OTHERWISE PROVIDED FOR IN THESE DRAWINGS. 3. PLACE ASPHALT CONCRETE MIXTURE ON PREPARED SURFACE, SPREAD AND STRIKE-OFF PLACE ASPHALT CONCRETE MIXTURE ON PREPARED SURFACE, SPREAD AND STRIKE-OFF USING A SELF-PROPELLED PAVING MACHINE, WITH VIBRATING SCREED. PLACEMENT IN INACCESSIBLE AND SMALL AREAS MAY BE BY HAND. 4. PROVIDE JOINTS BETWEEN OLD AND NEW PAVEMENTS OR BETWEEN SUCCESSIVE DAY'S PROVIDE JOINTS BETWEEN OLD AND NEW PAVEMENTS OR BETWEEN SUCCESSIVE DAY'S WORK. 5. TACK COAT WHEN SPECIFIED OR CALLED OUT ON THE DRAWINGS OR REQUIRED BY THE TACK COAT WHEN SPECIFIED OR CALLED OUT ON THE DRAWINGS OR REQUIRED BY THE REFERENCED SPECIFICATION SHALL CONFORM WITH THE FOLLOWING: A. TACK COAT SHALL MEET THE MATERIAL REQUIREMENTS OF 702-90 ASPHALT TACK COAT SHALL MEET THE MATERIAL REQUIREMENTS OF 702-90 ASPHALT EMULSION FOR TACK COAT OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED "LATEST EDITION", SHALL BE APPLIED IN ACCORDANCE WITH SECTION 407 - "LATEST EDITION", SHALL BE APPLIED IN ACCORDANCE WITH SECTION 407 - , SHALL BE APPLIED IN ACCORDANCE WITH SECTION 407 - TACK COAT SHALL BE IN ACCORDANCE WITH THOSE SPECIFICATIONS AND AS OTHERWISE PROVIDED FOR IN THESE DRAWINGS. B. REMOVE LOOSE AND FOREIGN MATERIAL FROM ASPHALT SURFACE BEFORE PAVING REMOVE LOOSE AND FOREIGN MATERIAL FROM ASPHALT SURFACE BEFORE PAVING NEXT COURSE. USE POWER BROOMS, BLOWERS OR HAND BROOM. C. APPLY TACK COAT TO ASPHALT PAVEMENT SURFACES & AND SURFACES OF CURBS, APPLY TACK COAT TO ASPHALT PAVEMENT SURFACES & AND SURFACES OF CURBS, GUTTERS, MANHOLES, AND OTHER STRUCTURES PROJECTING INTO OR ABUTTING PAVEMENT. DRY TO A "TACKY" CONSISTENCY BEFORE PAVING. D. TACK COAT ENTIRE VERTICAL SURFACE OF ABUTTING EXISTING PAVEMENT. TACK COAT ENTIRE VERTICAL SURFACE OF ABUTTING EXISTING PAVEMENT. PAVEMENT. 6. AFTER COMPLETION OF PAVING AND SURFACING OPERATIONS, CLEAN AFTER COMPLETION OF PAVING AND SURFACING OPERATIONS, CLEAN SURFACES OF EXCESS OR SPILLED ASPHALT, GRAVEL OR STONE MATERIALS TO THE SATISFACTION OF THE ENGINEER.

AutoCAD SHX Text

1. PRIOR TO SITE DISTURBANCE, CONTRACTOR SHALL INSTALL EROSION & SEDIMENT CONTROL PRIOR TO SITE DISTURBANCE, CONTRACTOR SHALL INSTALL EROSION & SEDIMENT CONTROL MEASURES. 2. STRIP ALL TOPSOIL PRIOR TO COMMENCING EARTHWORK OPERATIONS. TOPSOIL MAY BE STRIP ALL TOPSOIL PRIOR TO COMMENCING EARTHWORK OPERATIONS. TOPSOIL MAY BE STORED AND REUSED IN LAWN AND PLANTING AREAS ONLY. TOPSOIL AND SEED ALL AREAS DISTURBED BY CONSTRUCTION THAT ARE TO REMAIN GREEN. 3. INSTALL PROTECTION FENCING AROUND EXISTING VEGETATION TO REMAIN WITHIN THE INSTALL PROTECTION FENCING AROUND EXISTING VEGETATION TO REMAIN WITHIN THE PROJECT AREA. ANY DAMAGED TREES, AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 4. ALL EARTHWORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO EXISTING CONDITIONS. ALL EARTHWORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO EXISTING CONDITIONS. NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE BOUNDARIES OF ANY EASEMENT OR PROPERTY LINE. 5. REMOVE ALL VEGETATION, TREES, STUMPS, GRASSES, ORGANIC SOILS, DEBRIS AND REMOVE ALL VEGETATION, TREES, STUMPS, GRASSES, ORGANIC SOILS, DEBRIS AND DELETERIOUS MATERIALS WITHIN THE AREAS SLATED FOR CONSTRUCTION. 6. IF PREVIOUSLY UNKNOWN CULTURAL, ARCHEOLOGICAL, OR HISTORIC REMAINS OR ARTIFACTS IF PREVIOUSLY UNKNOWN CULTURAL, ARCHEOLOGICAL, OR HISTORIC REMAINS OR ARTIFACTS ARE DISCOVERED IN THE COURSE OF CONSTRUCTION OF THIS PROJECT, THE PROJECT SPONSORS SHALL SUSPEND CONSTRUCTION OPERATIONS IN THE PERTINENT AREA AND SHALL NOTIFY THE PROJECT ENGINEER. CONSTRUCTION IN THAT AREA SHALL RESUME ONLY CONSTRUCTION IN THAT AREA SHALL RESUME ONLY AFTER COMPLETION OF FEDERAL, TRIBAL, AND STATE COORDINATION TO DETERMINE WHETHER PROTECTION OR RECOVERY OF THE REMAINS IS WARRANTED, OR WHETHER THE SITE IS ELIGIBLE FOR LISTING IN THE NATIONAL REGISTER OF HISTORIC PLACES. 7. IT IS THE INTENT OF THIS PLAN FOR ALL SITE GRADING TO DRAIN POSITIVELY AWAY FROM IT IS THE INTENT OF THIS PLAN FOR ALL SITE GRADING TO DRAIN POSITIVELY AWAY FROM OR OFF OF SITE IMRPOVEMENTS WITH NO PONDING OCCURRING. MEET PROPOSED GRADES INDICATED ON THE PLANS; PROVIDE A MINIMUM SLOPE OF ONE PERCENT ALONG THE FLOW LINE AND 2% CROSS SLOPE ON ALL PAVED OR CONCRETE SURFACES UNLESS OTHERWISE NOTED. CONTRACTOR SHALL COORDINATE WITH ENGINEER FOR ANY DEVIATIONS OR AREA ON THE PLAN WHERE THE SITE DOES NOT MEET THESE REQUIREMENT.

AutoCAD SHX Text

1. ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND ARE FOR ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY THEIR ACTUAL LOCATION IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 2. ANY CONDITION ENCOUNTERED IN THE FIELD DIFFERING FROM THOSE SHOWN HEREON, ANY CONDITION ENCOUNTERED IN THE FIELD DIFFERING FROM THOSE SHOWN HEREON, SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION IS TO PROCEED. 3. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITIES IN SERVICE FOR THE DURATION THE CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITIES IN SERVICE FOR THE DURATION OF THE WORK. 4. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS AND ASSOCIATED THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS AND ASSOCIATED CONDITIONS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING UTILITY TRENCHES AND CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING UTILITY TRENCHES AND EXCAVATIONS AND FOR THE MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF THE WORK.

AutoCAD SHX Text

1. THE LANDSCAPE CONTRACTOR SHALL CAREFULLY COORDINATE CONSTRUCTION ACTIVITIES WITH THE LANDSCAPE CONTRACTOR SHALL CAREFULLY COORDINATE CONSTRUCTION ACTIVITIES WITH THAT OF THE EARTHWORK CONTRACTOR AND OTHER SITE DEVELOPMENT. 2. THE CONTRACTOR SHALL VERIFY DRAWING DIMENSIONS WITH ACTUAL FIELD CONDITIONS AND THE CONTRACTOR SHALL VERIFY DRAWING DIMENSIONS WITH ACTUAL FIELD CONDITIONS AND INSPECT RELATED WORK AND ADJACENT SURFACES. THE CONTRACTOR SHALL VERIFY THE ACCURACY OF ALL FINISH GRADES WITHIN THE WORK AREA. THE CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT/ENGINEER AND OWNER ALL CONDITIONS WHICH PREVENT PROPER EXECUTION OF THIS WORK. 3. THE EXACT LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND UNDERGROUND UTILITIES, THE EXACT LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND UNDERGROUND UTILITIES, WHICH MAY NOT BE INDICATED ON THE DRAWINGS, SHALL BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITY SERVICES AND IS RESPONSIBLE FOR THEIR REPLACEMENT IF DAMAGED. 4. THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM RUBBISH AND ALL DEBRIS AT ALL THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM RUBBISH AND ALL DEBRIS AT ALL TIMES AND SHALL ARRANGE MATERIAL STORAGE SO AS NOT TO INTERFERE WITH THE OPERATION OF THE PROJECT. ALL UNUSED MATERIALS, RUBBISH AND DEBRIS SHALL BE REMOVED FROM THE SITE. 5. NO TREES SHALL BE PLANTED ON EXISTING OR PROPOSED UTILITY LINES. NO TREES SHALL NO TREES SHALL BE PLANTED ON EXISTING OR PROPOSED UTILITY LINES. NO TREES SHALL BE PLANTED WITHIN 25 FEET OF OVERHEAD ELECTRIC POWER TRANSMISSION LINES. 6. TOPSOIL: PROVIDE 4" DEPTH TOPSOIL IN ALL LAWN AND PLANTING AREAS. STRIP AND TOPSOIL: PROVIDE 4" DEPTH TOPSOIL IN ALL LAWN AND PLANTING AREAS. STRIP AND STOCKPILE EXISTING SURFACE SOIL FOR REUSE ON SITE. PROVIDE IMPORTED TOPSOIL IF EXISTING TOPSOIL OR SURFACE SOIL DOES NOT MEET SPECIFIED REQUIREMENTS FOR USE OR IF NOT AVAILABLE IN SUFFICIENT QUANTITY TO MEET PROJECT REQUIREMENTS. 7. MULCH FOR PLANTINGS: AS SPECIFIED. PROVIDE 3" DEPTH MULCH IN INDIVIDUAL PLANTING MULCH FOR PLANTINGS: AS SPECIFIED. PROVIDE 3" DEPTH MULCH IN INDIVIDUAL PLANTING PITS AND PLANT BEDS. 8. MAINTENANCE - AS SPECIFIED: MAINTENANCE - AS SPECIFIED: A. LAWN AREAS: PROVIDE A MINIMUM OF 60 DAYS MAINTENANCE AS SPECIFIED DURING LAWN AREAS: PROVIDE A MINIMUM OF 60 DAYS MAINTENANCE AS SPECIFIED DURING PERMANENT VEGETATION/ TURFGRASS ESTABLISHMENT PERIOD. B. PLANTINGS: PROVIDE CONTINUED MAINTENANCE FOR ONE FULL GROWING SEASON PLANTINGS: PROVIDE CONTINUED MAINTENANCE FOR ONE FULL GROWING SEASON FOLLOWING SUBSTANTIAL COMPLETION OF PLANTING OPERATION. 9. WARRANTY: PROVIDE A ONE-YEAR REPLACEMENT WARRANTY ON ALL PLANTINGS. WARRANTY: PROVIDE A ONE-YEAR REPLACEMENT WARRANTY ON ALL PLANTINGS. 10. ALL DISTURBED AREAS NOT DESIGNATED FOR OTHER SURFACE TREATMENT SHALL BE ALL DISTURBED AREAS NOT DESIGNATED FOR OTHER SURFACE TREATMENT SHALL BE TOPSOILED, SEEDED AND MULCHED TO ESTABLISH LAWN.

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1. REFER TO REQUIREMENTS OUTLINED IN THE EROSION & SEDIMENTS CONTROL PLANS & REFER TO REQUIREMENTS OUTLINED IN THE EROSION & SEDIMENTS CONTROL PLANS & NOTES PRIOR TO COMMENCEMENT OF WORK. 2. CONFORM TO APPLICABLE CODE FOR DEMOLITION OF STRUCTURES, SAFETY OF ADJACENT CONFORM TO APPLICABLE CODE FOR DEMOLITION OF STRUCTURES, SAFETY OF ADJACENT STRUCTURES, DUST CONTROL, RUNOFF CONTROL, AND HAULING, DISPOSAL AND STORAGE OF DEBRIS. 3. PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES. PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES. 4. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. DO NOT INTERRUPT EXISTING UTILITIES SERVING OPERATING FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY OWNER AND AUTHORITIES HAVING JURISDICTION. 5. NOTIFY ADJACENT OWNERS OF WORK THAT MAY AFFECT THEIR PROPERTY, POTENTIAL NOTIFY ADJACENT OWNERS OF WORK THAT MAY AFFECT THEIR PROPERTY, POTENTIAL NOISE, UTILITY OUTAGE, OR DISRUPTION. COORDINATE WITH OWNER. 6. PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES. PROVIDE BRACING AND PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES. PROVIDE BRACING AND SHORING. 7. LOCATE AND IDENTIFY ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA. LOCATE AND IDENTIFY ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA. DISCONNECT AND SEAL OR CAP OFF UTILITY SERVICES THAT WILL BE AFFECTED BY THIS PROJECT. NOTIFY AFFECTED UTILITY COMPANIES BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED. 8. DEMOLISH AND REMOVE COMPONENTS IN AN ORDERLY AND CAREFUL MANNER. DEMOLISH AND REMOVE COMPONENTS IN AN ORDERLY AND CAREFUL MANNER. 9. PROTECT EXISTING FEATURES THAT ARE NOT TO BE DEMOLISHED. PROTECT EXISTING FEATURES THAT ARE NOT TO BE DEMOLISHED. 10. CONDUCT OPERATIONS WITH MINIMUM INTERFERENCE TO PUBLIC OR PRIVATE ACCESSES. CONDUCT OPERATIONS WITH MINIMUM INTERFERENCE TO PUBLIC OR PRIVATE ACCESSES. 11. MAINTAIN EGRESS AND ACCESS AT ALL TIMES. DO NOT CLOSE OR OBSTRUCT MAINTAIN EGRESS AND ACCESS AT ALL TIMES. DO NOT CLOSE OR OBSTRUCT ROADWAYS, OR SIDEWALKS WITHOUT PERMITS. COORDINATE W/ AUTHORITY HAVING JURISDICTION. 12. CEASE OPERATIONS IMMEDIATELY IF ADJACENT STRUCTURES APPEAR TO BE IN DANGER. CEASE OPERATIONS IMMEDIATELY IF ADJACENT STRUCTURES APPEAR TO BE IN DANGER. NOTIFY AUTHORITY HAVING JURISDICTION. 13. ROUGH GRADE AND COMPACT AREAS AFFECTED BY DEMOLITION TO MAINTAIN SITE GRADES ROUGH GRADE AND COMPACT AREAS AFFECTED BY DEMOLITION TO MAINTAIN SITE GRADES AND CONTOURS. 14. FIELD VERIFY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED ON FIELD VERIFY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED ON DEMOLITION PLAN TO DETERMINE EXTENT OF SELECTIVE DEMOLITION REQUIRED. 15. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE INTERFERENCE WITH SELECTIVE DEMOLITION OPERATIONS. 16. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN. ENSURE SAFE PASSAGE OF PEOPLE AROUND SELECTIVE DEMOLITION AREA. 17. USE WATER MIST, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS TO LIMIT THE USE WATER MIST, TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS TO LIMIT THE SPREAD OF DUST AND DIRT. COMPLY WITH GOVERNING ENVIRONMENTAL PROTECTION REGULATIONS. DO NOT USE WATER WHEN IT MAY DAMAGE EXISTING CONSTRUCTION, SUCH AS CAUSING ICING, FLOODING, AND TRANSPORTING POLLUTANTS. 18. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. 19. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT AND DEBRIS CAUSED CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE START OF SELECTIVE DEMOLITION. 20. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. ALL DEBRIS RESULTING FROM DEMOLITION PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. ALL DEBRIS RESULTING FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF-SITE AT A FACILITY APPROVED TO RECEIVE THE DEBRIS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. DO NOT BURN DEMOLISHED MATERIALS ON-SITE.

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SITE PREPARATION LEGEND:

RD/DC

DCM/JQ

Revisions

NO: DATE: DESCRIPTION:

DRAWING NAME:

7/

/2

4:

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PM

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2024 LaBella Associates

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Town of Queensbury 742 Bay Road Queensbury, NY 12804

West End Park Improvements

117 Luzerne Road Queensbury, NY 12804

2241455

ISSUED FOR BID

JULY 31, 2026

It is a violation of New York Education Law Art. 145 Sec.

7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation

"altered by" followed by their signature and date of such alteration, and a specific description of the alteration.

4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com

CERTIFICATE OF AUTHORIZATION NUMBER:

PROFESSIONAL ENGINEERING: 018281

LAND SURVEYING: 017976

GEOLOGICAL: 018750

PROJECT NAME:

CLIENT NAME:

E

S IO R

N o.

N C

EX E

T

O

F

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S

T A

L

K

- 1

W Y

O R

R

M

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EAP

S C

G L

D O U

D

N AS

AL

C T

HC

O R D c C I

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EXP: 01/31/2027

C110

SITE PREPARATION

PLANS

C110

2 ALTERNATES SITE PREPARATION PLAN

SCALE: 1" = 20'

C110

1 BASE BID SITE PREPARATION PLAN - PARK IMPROVEMENTS

SCALE: 1" = 20'

ALTERNATE NO. 1: PARK

IMPROVEMENTS -

ASPHALT CONNECTOR

WALK

ALTERNATE NO. 2:

PLAYGROUND EXPANSION

IMPROVEMENTS

ALTERNATE NO. 3:

BASKETBALL COURT

RESURFACING

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CEDAR HEDGE

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CEDAR HEDGE

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EXISTING TREES REMAIN, PROTECT

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TREE PROTECTION FENCING

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PAVEMENT SAWCUT LINE

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ORIGINAL SCALE 1"=

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AutoCAD SHX Text PRIOR TO ANY WORK ON THE PROJECT SITE THE CONTRACTOR SHALL COORDINATE WITH THE TOWN OF QUEENSBURY AND THE ADJACENT PROPERTY OWNER FOR ANY ACCESS AGREEMENTS THAT MAY BE REQUIRED

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ORIGINAL SCALE 1"=

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EXISTING FEATURE TO BE REMOVED

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NOT IN CONTRACT

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WORK LIMITS

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EXISTING TREES TO REMAIN AND BE PROTECTED (TYP)

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REMOVE EXISTING PLASTIC PERIMETER CURB

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REMOVE & RELOCATE EXISTING WASTE RECEPTACLE & SIGN

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EXISTING ASPHALT PAVEMENT & GRANITE CURBING REMAIN, PROTECT

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EXTENTS OF ASPHALT PAVEMENT REMOVAL

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TREE PROTECTION, (TYP)

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REMOVE EXISTING PAVEMENT

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PROPERTY LINE = PROJECT BOUNDARY/ WORK LIMITS

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PROPERTY LINE = PROJECT BOUNDARY

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FENCE LINE = PROJECT BOUNDARY/ WORK LIMITS

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EXISTING BENCHES REMAIN, PROTECT

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TREE PROTECTION FENCE, (TYP)

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ALL EXISTING TREES REMAIN, CONTRACTOR TO PROTECT

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PROPERTY LINE = PROJECT BOUNDARY/ WORK LIMITS

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FENCE LINE = PROJECT BOUNDARY/ WORK LIMITS

AutoCAD SHX Text EXISTING OVERHEAD POWER LINES, TELEPHONE-DATA LINES & UTILITY POLES REMAIN, PROTECT

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EXISTING SIGN AND TIMBER GUIDERAIL REMAIN, PROTECT

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EXISTING ASPHALT WALK REMAINS, PROTECT

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EXISTING BASKETBALL COURT AND GOALS REMAIN, PROTECT

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AutoCAD SHX Text EXISTING OVERHEAD POWER TRANSMISSION LINES, POLES & GUYS ON ADJACENT PROPERTY. MAINTAIN CLEARANCE FROM TRANSMISSION INFRASTRUCTURE AT ALL TIMES.

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EXISTING WATER LINES & STRUCTURES REMAIN, PROTECT

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REMOVE EXISTING PLAY SURFACE

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REMOVE EXISTING WOOD FIBER MULCH SURFACE INCLUDING SUBBASE

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EXISTING ASPHALT PAVEMENT & GRANITE CURBING REMAIN, PROTECT

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ALL EXISTING TREES REMAIN, CONTRACTOR TO PROTECT

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EXISTING SIGN AND TIMBER GUIDERAIL REMAIN, PROTECT

AutoCAD SHX Text EXISTING OVERHEAD POWER TRANSMISSION LINES AND POLES ON ADJACENT PROPERTY REMAIN. MAINTAIN CLEARANCE FROM TRANSMISSION INFRASTRUCTURE AT ALL TIMES.

AutoCAD SHX Text EXISTING OVERHEAD POWER TRANSMISSION LINES, POLES & GUYS ON ADJACENT PROPERTY. MAINTAIN CLEARANCE FROM TRANSMISSION INFRASTRUCTURE AT ALL TIMES.

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EXISTING WATER LINES & STRUCTURES REMAIN, PROTECT

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SAWCUT LINE & REMOVE EXISTING ASPHALT PAVEMENT FOR CLEAN EDGE TO MEET NEW WORK

AutoCAD SHX Text PRIOR TO ANY WORK ON THE PROJECT SITE THE CONTRACTOR SHALL COORDINATE WITH THE TOWN OF QUEENSBURY AND THE ADJACENT PROPERTY OWNER FOR ANY ACCESS AGREEMENTS THAT MAY BE REQUIRED

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WORK LIMITS, (TYP)

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ALTERNATE WORK AREA

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RD/DC

DCM/JQ

Revisions

NO: DATE: DESCRIPTION:

DRAWING NAME:

7/

/2

4:

:0

PM

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2024 LaBella Associates

B:

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Town of Queensbury 742 Bay Road Queensbury, NY 12804

West End Park Improvements

117 Luzerne Road Queensbury, NY 12804

2241455

ISSUED FOR BID

JULY 31, 2026

It is a violation of New York Education Law Art. 145 Sec.

7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation

"altered by" followed by their signature and date of such alteration, and a specific description of the alteration.

4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com

CERTIFICATE OF AUTHORIZATION NUMBER:

PROFESSIONAL ENGINEERING: 018281

LAND SURVEYING: 017976

GEOLOGICAL: 018750

PROJECT NAME:

CLIENT NAME:

E

S IO R

N o.

N C

EX E

T

O

F

E

S

T A

L

K

- 1

W Y

O R

R

M

A

.C

EAP

S C

G L

D O U

D

N AS

AL

C T

HC

O R D c C I

E T

EXP: 01/31/2027

C120

SITE LAYOUT

& PLANTING

PLANS

C120

2 ALTERNATES SITE LAYOUT & PLANTING PLAN

SCALE: 1" = 20'

SITE LAYOUT & PLANTING LEGEND:

C120

1 BASE BID SITE LAYOUT & PLANTING PLAN

SCALE: 1" = 20'

ALTERNATE NO. 1: PARK

IMPROVEMENTS -

ASPHALT CONNECTOR

WALK

ALTERNATE NO. 2:

PLAYGROUND EXPANSION

IMPROVEMENTS

ALTERNATE NO. 3:

BASKETBALL COURT

RESURFACING

NOTES:

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CEDAR HEDGE

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110.0' (SURFACE)

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52.0' SURFACE

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18.0'±CURB FACE TO EDGE OF SURFACING

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PROPERTY LINE

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CHAIN LINK FENCE

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CONCRETE PAD

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BUILDING

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ASPHALT PAVEMENT

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DECIDUOUS TREE

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BASKETBALL COURT & COURT GAMES: SYMBOLS AND STRIPING

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PROPERTY LINE = PROJECT BOUNDARY/ WORK LIMITS

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ORIGINAL SCALE 1"=

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WORKLIMITS

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SCREEN FENCE

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EVERGREEN TREE

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POURED IN PLACE (PIP)

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SAFETY SURFACE

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BENCHES (TYP OF 3)

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4' HT. VINYL-COATED CHAIN LINK FENCE

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4' WIDE PEDESTRIAN GATE

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PROPERTY LINE = PROJECT BOUNDARY

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FENCE LINE = PROJECT BOUNDARY/ WORK LIMITS

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DECIDUOUS TREE PLANTING, (TYP)

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PROPERTY LINE = PROJECT BOUNDARY

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PROPERTY LINE = PROJECT BOUNDARY

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8' WIDE DOUBLE-SWING GATE

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EXISTING PAVILION

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EXISTING BASKETBALL GOALS REMAIN (TYP OF 2)

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EXISTING BASKETBALL COURT AND GOALS TO REMAIN

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8'WIDE DOUBLE-LEAF CHAIN LINK FENCE GATE

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14'X20' CONCRETE PAD

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PORTABLE TOILETS BY OWNER, N.I.C.

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8'WIDE DOUBLE-LEAF SCREEN FENCE GATE

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ASPHALT SIDEWALK

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RELOCATE EXISTING TRASH RECEPTACLE

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16'X28' PAVILION BY OWNER, N.I.C.

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20'X32' CONCRETE PAD

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EVERGREEN TREE PLANTING, (TYP)

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4' HT. VINYL-COATED CHAIN LINK FENCE

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DECIDUOUS TREE PLANTING, (TYP)

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COMMUNICATION BOARD

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1. SEE SHEET C532 FOR BASE BID AND ALTERNATE PLANT SEE SHEET C532 FOR BASE BID AND ALTERNATE PLANT LISTS. 2. REFER TO GENERAL CONSTRUCTION, SITE LAYOUT AND REFER TO GENERAL CONSTRUCTION, SITE LAYOUT AND PLANTING NOTES ON SHEET G002 3. THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE LANDSCAPE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE SITE CONTRACTOR. 4. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LANDSCAPE CONTRACTOR SHALL VERIFY DRAWING DIMENSIONS WITH ACTUAL FIELD CONDITIONS AND INSPECT RELATED WORK AND ADJACENT SURFACES. THE CONTRACTOR SHALL VERIFY THE ACCURACY OF ALL FINISH GRADES WITHIN THE WORK AREA. REPORT ALL CONDITIONS WHICH PREVENT PROPER EXECUTION OF THIS WORK TO THE OWNERS REPRESENTATIVE. 5. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE TO THE LANDSCAPE CONTRACTOR IS RESPONSIBLE TO LOCATE ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONDUCTING EXCAVATION AND/OR CONSTRUCTION. THE CONTRACTOR SHALL PROTECT ALL UTILITIES, STRUCTURES AND FACILITIES DESIGNATED TO REMAIN AND IS RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ANY DAMAGE IN COMPLIANCE WITH THE SPECIFICATIONS. 6. PROVIDE A REPRESENTATIVE STAKEOUT OF PLANTING PROVIDE A REPRESENTATIVE STAKEOUT OF PLANTING MATERIALS FOR OWNER REVIEW AND APPROVAL PRIOR TO INSTALLATION. 7. TOPSOIL AS SPECIFIED. PROVIDE 4" DEPTH IN ALL NEW TOPSOIL AS SPECIFIED. PROVIDE 4" DEPTH IN ALL NEW LAWN AND RESTORATION AREAS, AND PLANTING PITS AND BEDS. 8. MULCH AS SPECIFIED. PROVIDE 2" UNIFORM DEPTH IN MULCH AS SPECIFIED. PROVIDE 2" UNIFORM DEPTH IN PLANTING PITS AND BEDS. 9. RESTORE ALL DISTURBED AREAS NOT DESIGNATED FOR RESTORE ALL DISTURBED AREAS NOT DESIGNATED FOR OTHER SURFACE TREATMENT TO ESTABLISH LAWN AS SPECIFIED.

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ALTERNATE WORK AREA

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C531

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PAVILIONCONCRETE

ASPHALT

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Revisions

NO: DATE: DESCRIPTION:

DRAWING NAME:

7/

/2

4:

:5

PM

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2024 LaBella Associates

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Town of Queensbury 742 Bay Road Queensbury, NY 12804

West End Park Improvements

117 Luzerne Road Queensbury, NY 12804

2241455

ISSUED FOR BID

JULY 31, 2026

It is a violation of New York Education Law Art. 145 Sec.

7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation

"altered by" followed by their signature and date of such alteration, and a specific description of the alteration.

4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com

CERTIFICATE OF AUTHORIZATION NUMBER:

PROFESSIONAL ENGINEERING: 018281

LAND SURVEYING: 017976

GEOLOGICAL: 018750

PROJECT NAME:

CLIENT NAME:

E

S IO R

N o.

N C

EX E

T

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- 1

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EAP

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D O U

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C T

HC

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EXP: 01/31/2027

C130

GRADING AND

EROSION & SEDIMENT

CONTROL PLANS

C130

2 ALTERNATES GRADING AND EROSION & SEDIMENT CONTROL PLAN

SCALE: 1" = 20'

C130

1 BASE BID GRADING AND EROSION & SEDIMENT CONTROL PLAN

SCALE: 1" = 20'

GRADING & EROSION CONTROL LEGEND:

ALTERNATE NO. 1: PARK

IMPROVEMENTS -

ASPHALT CONNECTOR

WALK

ALTERNATE NO. 2:

PLAYGROUND EXPANSION

IMPROVEMENTS

ALTERNATE NO. 3:

BASKETBALL COURT

RESURFACING

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CEDAR HEDGE

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AutoCAD SHX Text 383.54

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CEDAR HEDGE

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AutoCAD SHX Text ABBREVIATIONS: TF TOP OF FRAME TOP OF FRAME HP HIGH POINT HIGH POINT LP LOW POINT LOW POINT TC TOP OF CURB TOP OF CURB BC BOTTOM OF CURB BOTTOM OF CURB INV INVERT INVERT

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ORIGINAL SCALE 1"=

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ORIGINAL SCALE 1"=

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TEMPORARY SOIL STOCKPILE

AutoCAD SHX Text CONCRETE WASHOUT. CONTRACTOR TO ADJUST LOCATION AS NECESSARY THROUGHOUT CONSTRUCTION; COORDINATE LOCATION WITH THE ENGINEER

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BUILDING

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XXX

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XXX

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10 FT CONTOUR

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2 FT CONTOUR

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SPOT GRADE

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PROPERTY LINE

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PAVEMENT

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XXX.X

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WORK LIMITS

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STABILIZED CONSTRUCTION ENTRANCE

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SILT FENCE

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CONCRETE WASHOUT

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TEMPORARY SOIL STOCKPILE

AutoCAD SHX Text STABILIZED CONSTRUCTION ACCESS. CONTRACTOR MAY ADJUST LOCATION AS NECESSARY OR OMIT. COORDINATE LOCATION AND USE WITH THE ENGINEER.

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PROPERTY LINE = PROJECT BOUNDARY/ WORK LIMITS

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PROPERTY LINE = PROJECT BOUNDARY

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FENCE LINE = PROJECT BOUNDARY/ WORK LIMITS

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WORK LIMITS, (TYP)

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PROPERTY LINE = PROJECT BOUNDARY/ WORK LIMITS

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PROPERTY LINE = PROJECT BOUNDARY

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FENCE LINE = PROJECT BOUNDARY/ WORK LIMITS

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WORK LIMITS, (TYP)

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TEMPORARY SOIL STOCKPILE

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AutoCAD SHX Text CONCRETE WASHOUT. CONTRACTOR TO ADJUST LOCATION AS NECESSARY THROUGHOUT CONSTRUCTION; COORDINATE LOCATION WITH THE ENGINEER

AutoCAD SHX Text STABILIZED CONSTRUCTION ACCESS. CONTRACTOR MAY ADJUST LOCATION AS NECESSARY OR OMIT. COORDINATE LOCATION AND USE WITH THE ENGINEER.

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CONTROL JOINT

CONSTRUCTION JOINT

EXPANSION JOINT

NOTES:PLAN

CONCRETE PAVEMENT

TOOLED EDGE

NOTES:

CONCRETE PAD

NOTES:

TEMPORARY SOIL STOCKPILE DETAIL

NOTES: SECTION

PERSPECTIVE VIEW

SILT FENCE INSTALLATION DETAIL

NOTES:

CONCRETE WASHOUT AREA

NOTE:

TREE PROTECTION FENCING DETAIL

PIP SAFETY SURFACE - EDGE AT ASPHALT PAVEMENT

NOTES:

NOTES:

POURED IN PLACE SAFETY SURFACE (PIP)

ASPHALT WALK DETAIL

NOTES:

SECTION - ABUTS PAVEMENT

SECTION - ABUTS LAWN

PIP SAFETY SURFACE -

FENCE INSTALLATION AT EDGE

PLAN VIEW

PROFILE

CONSTRUCTION ENTRANCE SPECIFICATIONS:

STABILIZED

CONSTRUCTION ACCESS DETAIL

C530

SITE DETAILS

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Revisions

NO: DATE: DESCRIPTION:

DRAWING NAME:

7/

/2

4:

:2

PM

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2024 LaBella Associates

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Town of Queensbury 742 Bay Road Queensbury, NY 12804

West End Park Improvements

117 Luzerne Road Queensbury, NY 12804

2241455

ISSUED FOR BID

JULY 31, 2026

It is a violation of New York Education Law Art. 145 Sec.

7209 & Art. 147 Sec. 7307, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation

"altered by" followed by their signature and date of such alteration, and a specific description of the alteration.

4 British American Boulevard Latham, NY 12110 518-439-8235 labellapc.com

CERTIFICATE OF AUTHORIZATION NUMBER:

PROFESSIONAL ENGINEERING: 018281

LAND SURVEYING: 017976

GEOLOGICAL: 018750

PROJECT NAME:

CLIENT NAME:

E

S IO R

N o.

N

CEX E

T

O

F

E

S

T A

L

K

- 1

W Y

O R

R

M

A

.C

EAP

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G L

D O U

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C T

HC

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EXP: 01/31/2027

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1. MATERIAL AND METHODS OF CONSTRUCTION SHALL MATERIAL AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE NEW YORK WITH THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED "CURRENT VERSION", AND ALL ADDENDA THERE TO. 2. ALL CONCRETE SHALL BE 4,500 CONCRETE. ALL CONCRETE SHALL BE 4,500 CONCRETE. 4,500 CONCRETE. CONCRETE. CONCRETE MATERIALS, PLACEMENT, AND CONSTRUCTION SHALL CONFORM WITH SECTION SECTION 500 OF THE ABOVE REFERENCED NYSDOT OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS. 3. REINFORCING STEEL FOR CONCRETE SHALL REINFORCING STEEL FOR CONCRETE SHALL CONFORM WITH SECTION 556 - REINFORCING STEEL FOR CONCRETE STRUCTURES OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS AND AS SPECIFICALLY CALLED OUT IN THE DRAWINGS. 4. ALL EXPOSED SURFACES SHALL HAVE A BROOM ALL EXPOSED SURFACES SHALL HAVE A BROOM TEXTURED FINISH & TOOLED EDGES. TOOL SHALL PROVIDE MAX 1-1/2" WIDE SMOOTH TROWEL FINISH AT JOINT. 5. EXPANSION JOINTS SHALL BE LOCATED A EXPANSION JOINTS SHALL BE LOCATED A MAXIMUM OF 20' ON CENTER, OR AS INDICATED ON PLANS. 6. JOINTS SHALL NOT BE SAW CUT. JOINTS SHALL NOT BE SAW CUT. 7.