Att__1_SARA_257238_CONSTRUCTION_DRAWINGS_CD_2025-01-20_(1)_1.pdf

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF PROJECT

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DRAWING NO.

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PMIS/PKG NO.

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OF

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SHEET

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REHABILITATE BATTLEFIELD INTERPRETIVE EXPERIENCE

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TOUR STOP 7

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UNITED STATES

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NEW YORK

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CONSTRUCTION DRAWINGS

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SARATOGA NATIONAL HISTORICAL PARK

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NORTHEAST

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DRAWINGS NOT TO SCALE

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UNFORESEEN WATER DRAINAGE AT TOUR STOP 7

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LOCATION MAP

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SHEET SHEET TITLE SHEET NO. SHEET NO.

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SARATOGA NATIONAL HISTORICAL PARK

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DRAWING INDEX:

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SARATOGA SPRINGS

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RTE 4

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SARATOGA NATIONAL HISTORICAL PARK

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QUALITY DESIGN CERTIFICATION

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OR

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OR

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AutoCAD SHX Text Prepared in Accordance with Design

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AutoCAD SHX Text Construction Drawing Not Preceded

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REVISION

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IMAGES: ..\BASES\X-AREA MAP.JPG; ..\BASES\X-SITE MAP.JPG;

AutoCAD SHX Text Save Date: 1/20/2025 12:20 PM1/20/2025 12:20 PM

AutoCAD SHX Text File Name: G:\Proj-2024\2024085_SARA_Tour_Stop_7_Drainage_Issues\2024085CAD\SARA-257238_TOUR STOP 7\SARA\PMIS 257238\DRAWINGS\CIVIL\C1 COVER.dwgG:\Proj-2024\2024085_SARA_Tour_Stop_7_Drainage_Issues\2024085CAD\SARA-257238_TOUR STOP 7\SARA\PMIS 257238\DRAWINGS\CIVIL\C1 COVER.dwg

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PROJECT LOCATION

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TOUR STOP 7

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C1 COVER SHEET

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C2 GENERAL NOTES - 1

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C4 EXISTING CONDITIONS PLAN

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C5 SITE PREPARATION AND DEMOLITION PLAN

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C6 SITE DEVELOPEMENT PLAN

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C7 SITE DETAILS - 1

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C8 SITE DETAILS - 2

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SCHUYLERVILLE

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STILLWATER

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PARK MAP

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C3 GENERAL NOTES - 2

www.

800-962-7962

Dig Safely.

New York

Dig With Care Respect the Marks Confirm Utility Response Wait The Required Time Call Before You Dig digsafelynewyork .org

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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AutoCAD SHX Text 1336078A

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AutoCAD SHX Text REHABILITATE BATTLEFIELD INTERPRETIVE EXPERIENCE UNFORESEEN WATER DRAINAGE AT TOUR STOP 7

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TRL

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DLS

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AutoCAD SHX Text Plotted By: DUSTIN L. SMITHDUSTIN L. SMITH

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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OF

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GENERAL NOTES - 1

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1. THE SARATOGA NATIONAL HISTORIC PARK IS A SITE OF NATIONAL THE SARATOGA NATIONAL HISTORIC PARK IS A SITE OF NATIONAL SIGNIFICANCE. A HIGH STANDARD OF CARE SHALL BE EXERCISED BY THE CONTRACTOR DURING CONSTRUCTION OPERATIONS TO ENSURE THE PROTECTION OF THIS RESOURCE. 2. THE SARATOGA NATIONAL HISTORIC PARK SITE WILL BE OPEN FOR THE SARATOGA NATIONAL HISTORIC PARK SITE WILL BE OPEN FOR SCHEDULED EVENTS AND GENERAL USE DURING CONSTRUCTION. APPROPRIATE SECURITY MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FOLLOWING UTILITY THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FOLLOWING UTILITY LOCATING REQUIREMENTS: A. LOCATIONS, EXTENT, AND SIZES OF OVERHEAD AND LOCATIONS, EXTENT, AND SIZES OF OVERHEAD AND UNDERGROUND UTILITIES AND SUBSTRUCTURES HAVE BEEN DETERMINED FROM RECORD MAPPING INFORMATION, AND SUPPLEMENTED BY DATA OBTAINED IN THE FIELD. THE ACCURACY OF THIS UTILITY DATA IS NOT GUARANTEED, NOR IS THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES AND SUBSTRUCTURES, WHETHER FUNCTIONAL OR ABANDONED, ARE SHOWN ON THE SURVEY. B. THE CONTRACTOR SHALL CONTACT DIG SAFELY NEW YORK (800) THE CONTRACTOR SHALL CONTACT DIG SAFELY NEW YORK (800) 962-7962 AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. C. THE CONTRACTOR SHALL ALSO COORDINATE WITH THE THE CONTRACTOR SHALL ALSO COORDINATE WITH THE CONTRACTING OFFICER (CO) FOR ADDITIONAL INFORMATION ON THE LOCATION OF UNDERGROUND UTILITIES. D. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO COORDINATE AND CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 4. THE EXISTING CONDITIONS PLAN IS A COMBINATION OF BASE MAPPING THE EXISTING CONDITIONS PLAN IS A COMBINATION OF BASE MAPPING PREPARED BY THOMPSON-FLEMING LAND SURVEYORS, PC., 12 LAKE AVE #1, SARATOGA SPRINGS, NY 12866, FROM FIELD SURVEYS DATED OCTOBER AND NOVEMBER 2017; AND AS-CONSTRUCTED RECORD DRAWING MAPPING PROVIDED FROM THE CONTRACTING OFFICER'S REPRESENTATIVE (COR). 5. THE CONTRACTOR SHALL BE REQUIRED TO ESTABLISH THE SITE THE CONTRACTOR SHALL BE REQUIRED TO ESTABLISH THE SITE HORIZONTAL AND VERTICAL CONTROL FOR CONSTRUCTION LAYOUT OPERATIONS. THE SURVEYED HORIZONTAL DATUM IS BASED ON NYS EAST ZONE NAD 83; THE SURVEYED VERTICAL DATUM IS BASED ON NAVD 88.

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GENERAL NOTES:

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1. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF CONSTRUCTION DUE TO THEIR CONTRACT OPERATIONS. 2. CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS AND DRIVEWAYS. 3. CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. 4. THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE THE CONTRACTOR SHALL REVIEW THE LOCATIONS OF THE PROTECTION FENCING FOR APPROVAL BY THE CONTRACTING OFFICER (CO) PRIOR TO INITIATION OF SITE WORK OPERATIONS. 5. TREE PROTECTION SHALL BE PER THE PROJECT TREE PROTECTION SHALL BE PER THE PROJECT SPECIFICATIONS AND DRAWING DETAILS. STAGING OR STORAGE OF EQUIPMENT IS PROHIBITED WITHIN THE TREE PROTECTION AREAS AS DEPICTED ON THE CONTRACT DRAWINGS. 6. THE CONTRACTOR SHALL MAINTAIN THE PROTECTION FENCING THE CONTRACTOR SHALL MAINTAIN THE PROTECTION FENCING THROUGHOUT THE DURATION OF CONSTRUCTION AND SHALL RESET THE FENCE FABRIC AND POSTS AS REQUIRED AND DETERMINED BY THE CONTRACTING OFFICER (CO). 7. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE PREVIOUSLY COMPLETED TREE CLEARING CONTRACT COMPLETED BY OTHERS. THE SCOPE OF THE PREVIOUSLY COMPLETED TREE CLEARING CONTRACT INCLUDED CUTTING TREES FLUSH WITH EXISTING GRADE AND THE DISPOSAL OF THE PRIMARY TRUNK, LIMBS AND BRANCHES OFF SITE. THE LOWER TRUNK AND STUMP HAVE REMAINED IN PLACE, AND SHALL BE GRUBBED, FULLY REMOVED, AND DISPOSED OF BY THE CONTRACTOR UNDER THE CURRENT CONTRACT AND SCOPE OF WORK. NO PORTION OF THE TREE STUMP OR ROOT SYSTEM SHALL REMAIN AFTER REMOVAL OPERATIONS. 8. ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH TO INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 9. REMOVE SURPLUS OR UNSUITABLE SOIL MATERIAL, REMOVE SURPLUS OR UNSUITABLE SOIL MATERIAL, DEMOLISHED MATERIAL, WASTE MATERIAL, EXCAVATION MATERIAL, STUMPS, BRUSH, AND ALL OTHER MATERIAL NOT PART OF THE FINISHED WORK, AND LEGALLY DISPOSE OF THEM OFF THE OWNER'S PROPERTY, AT THE CONTRACTOR'S EXPENSE.

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SELECTIVE DEMOLITION NOTES:

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1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES AND UTILITY LOCATING REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED. 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SITE THE CONTRACTOR'S ATTENTION IS DIRECTED TO SITE PREPARATION AND DEMOLITION PLAN FOR THE IDENTIFICATION OF THE STAGING AND CONSTRUCTION ACCESS CONDITIONS. 3. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION ACCESS THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION ACCESS PLAN AND CONSTRUCTION SCHEDULE FOR APPROVAL BY THE CONTRACTING OFFICER (CO) PRIOR TO BEGINNING WORK. CONSTRUCTION ACCESS ROUTING IS SHOWN WITHIN THE CONTRACT DOCUMENTS TO PROVIDE THE CONTRACTOR WITH THE REQUIRED ACCESS FOR CONSTRUCTION OPERATIONS AND IS TO BE USED WHEN PREPARING THE CONTRACTOR'S CONSTRUCTION ACCESS PLAN AND SCHEDULE. 4. ALL SURFACES SHALL BE RESTORED AND STABILIZED AT THE ALL SURFACES SHALL BE RESTORED AND STABILIZED AT THE COMPLETION OF EACH STOP AND USE OF SATELLITE STAGING AREAS. RESTORATION WORK SHALL BE APPROVED BY THE CONTRACTING OFFICER (CO). 5. DURING CONSTRUCTION, APPROVAL BY THE CONTRACTING DURING CONSTRUCTION, APPROVAL BY THE CONTRACTING OFFICER (CO) IS REQUIRED FOR ANY FIELD MODIFICATIONS TO THE APPROVED CONSTRUCTION ACCESS PLAN AND SCHEDULE. 6. THE CONTRACTOR IS REQUIRED TO COORDINATE ALL DAY TO THE CONTRACTOR IS REQUIRED TO COORDINATE ALL DAY TO DAY OPERATIONS WITH THE CONTRACTING OFFICER (CO), INCLUDING CONSTRUCTION SCHEDULE, ACCESS ROUTES AND STAGING AREAS. 7. PEDESTRIAN, BUS AND VEHICULAR ACCESS SHALL BE PEDESTRIAN, BUS AND VEHICULAR ACCESS SHALL BE MAINTAINED ON PARK TOUR ROAD AT ALL TIMES. 8. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE CURRENT NATIONAL MUTCD WITH NYS SUPPLEMENT AND PER THE PROJECT SPECIFICATIONS. 9. CONTRACTOR SHALL MAINTAIN AND PROTECT CONTRACTOR SHALL MAINTAIN AND PROTECT EXISTING/PROPOSED PEDESTRIAN AND VEHICULAR ROUTES AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR TO PROVIDE FLAG PERSON IN THE FRONT AND BACK OF THE CONSTRUCTION VEHICLE TO HELP MANEUVER WITHIN PUBLIC ROUTES AND AREAS. CONTRACTOR TO COORDINATE ALL CONSTRUCTION ACCESS ROUTES WITH THE CONTRACTING OFFICER (CO).

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CONSTRUCTION ACCESS NOTES:

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1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO SITE EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO SITE DEMOLITION AND EARTH MOVING OPERATIONS. EROSION CONTROL MEASURES SHALL BE REMOVED ONLY UPON FINAL STABILIZATION OF ALL DISTURBED AREAS. 2. TEMPORARY STABILIZATION IS DEFINED AS ALL EXPOSED SOIL THAT HAS TEMPORARY STABILIZATION IS DEFINED AS ALL EXPOSED SOIL THAT HAS BEEN COVERED WITH MATERIALS AS SET FORTH IN THE TECHNICAL STANDARD, NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, TO PREVENT THE EXPOSED SOIL FROM ERODING. THE MATERIALS CAN INCLUDE, BUT ARE NOT LIMITED TO, MULCH, SEED AND MULCH, AND EROSION CONTROL MATS (E.G. JUTE TWISTED YARN OR EXCELSIOR WOOD FIBER MATS OR APPROVED EQUAL). TEMPORARY STABILIZATION SHALL OCCUR WITHIN 14 DAYS OF SOIL DISTURBANCE UNLESS CONSTRUCTION WILL RESUME IN THAT AREA WITHIN 21 DAYS. 3. FINAL STABILIZATION IS DEFINED AS ALL SOIL DISTURBANCE ACTIVITIES HAVE FINAL STABILIZATION IS DEFINED AS ALL SOIL DISTURBANCE ACTIVITIES HAVE CEASED AND A UNIFORM, PERENNIAL VEGETATIVE COVER WITH A DENSITY OF EIGHTY (80) PERCENT OVER THE ENTIRE PERVIOUS SURFACE HAS BEEN ESTABLISHED; OR OTHER EQUIVALENT STABILIZATION MEASURES, SUCH AS PERMANENT LANDSCAPE MULCHES, ROCK RIP-RAP, OR WASHED/CRUSHED STONE HAVE BEEN APPLIED ON ALL DISTURBED AREAS THAT ARE NOT COVERED BY STRUCTURES OR PAVEMENTS. 4. TEMPORARY SEEDING SHALL BE IN CONFORMANCE WITH THE NEW YORK TEMPORARY SEEDING SHALL BE IN CONFORMANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION CONTROL, STANDARD SPECIFICATIONS FOR TEMPORARY CONSTRUCTION AREA SEEDING. 5. THE FOLLOWING GENERAL SEQUENCE OF CONSTRUCTION FOR CONSTRUCTION THE FOLLOWING GENERAL SEQUENCE OF CONSTRUCTION FOR CONSTRUCTION ACTIVITIES SHALL BE FOLLOWED. THE CONTRACTOR SHALL SUBMIT THEIR CONSTRUCTION SCHEDULE TO THE CONTRACTING OFFICER (CO) FOR APPROVAL PRIOR TO INITIATING CONSTRUCTION. 1) LOCATE AND IDENTIFY ALL UTILITIES WITHIN THE LIMITS OF LOCATE AND IDENTIFY ALL UTILITIES WITHIN THE LIMITS OF CONSTRUCTION. 2) INSTALL TEMPORARY EROSION CONTROL PRACTICES. INSTALL TEMPORARY EROSION CONTROL PRACTICES. 3) INSTALL PROTECTION FENCING. INSTALL PROTECTION FENCING. 4) BEGIN SITE AND UTILITY DEMOLITION. BEGIN SITE AND UTILITY DEMOLITION. 5) BEGIN UTILITY INSTALLATION. BEGIN UTILITY INSTALLATION. 6) BEGIN SITE WORK CONSTRUCTION. BEGIN SITE WORK CONSTRUCTION. 7) MAINTAIN AND MONITOR EROSION AND SEDIMENT CONTROL MEASURES MAINTAIN AND MONITOR EROSION AND SEDIMENT CONTROL MEASURES DURING CONSTRUCTION. 8) REMOVE EROSION AND SEDIMENT CONTROL MEASURES UPON REMOVE EROSION AND SEDIMENT CONTROL MEASURES UPON STABILIZATION OF CONTRIBUTING AREAS.

EROSION CONTROL NOTES

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AutoCAD SHX Text REHABILITATE BATTLEFIELD INTERPRETIVE EXPERIENCE UNFORESEEN WATER DRAINAGE AT TOUR STOP 7

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TRL

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DLS

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AutoCAD SHX Text Plotted By: DUSTIN L. SMITHDUSTIN L. SMITH

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DESIGNED:

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GENERAL LAYOUT NOTES:

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GENERAL GRADING NOTES:

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1. CONTRACTOR SHALL VISIT THE SITE TO OBSERVE CONTRACTOR SHALL VISIT THE SITE TO OBSERVE ALL EXISTING SITE CONDITIONS PRIOR TO THE START OF WORK. 2. ALL NEW WORK SHALL BE STAKED OUT PRIOR TO ALL NEW WORK SHALL BE STAKED OUT PRIOR TO CONSTRUCTION. THE CONTRACTING OFFICER (CO) SHALL BE NOTIFIED OF ANY DISCREPANCIES. FIELD ADJUSTMENTS MUST BE APPROVED BY THE CONTRACTING OFFICER (CO) PRIOR TO CONSTRUCTION. 3. ALL LINES AND DIMENSIONS ARE PARALLEL OR ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE INDICATED. 4. STORAGE AREAS FOR CONTRACTOR'S EQUIPMENT STORAGE AREAS FOR CONTRACTOR'S EQUIPMENT AND MATERIAL SHALL BE WITHIN THE LIMITS OF CONSTRUCTION AS NOTED ON THE CONSTRUCTION PHASING PLANS. 5. CONTRACTOR SHALL MAINTAIN PROPER SIGNS, CONTRACTOR SHALL MAINTAIN PROPER SIGNS, BARRICADES, AND FENCES TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS, & PROPERTY FROM DAMAGE. 6. CONTRACTOR IS RESPONSIBLE TO REPAIR OR CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ALL ITEMS DAMAGED BY THE CONTRACTOR OUTSIDE OF THE CONSTRUCTION LIMITS, OR ANY DISTURBANCE ON THE SITE WHICH IS NOT PART OF THE IDENTIFIED WORK CONTRACT. 7. BLEND ALL WORK OF THIS CONTRACT SMOOTHLY BLEND ALL WORK OF THIS CONTRACT SMOOTHLY INTO EXISTING CONDITIONS AT THE CONSTRUCTION LIMITS. 8. CONTRACTOR SHALL BE REQUIRED TO EMPLOY A CONTRACTOR SHALL BE REQUIRED TO EMPLOY A LAND SURVEYOR, LICENSED TO PRACTICE IN THE STATE OF NEW YORK, FOR THE DURATION OF THE PROJECT. ALL ASSOCIATED COSTS TO BE INCLUDED IN THE CONTRACTORS BID PRICE. 9. THE CONTRACTORS LICENSED LAND SURVEYOR THE CONTRACTORS LICENSED LAND SURVEYOR SHALL BE RESPONSIBLE TO PERFORM FIELD SURVEYING AND PROVIDE THE HORIZONTAL AND VERTICAL CONTROL OF ALL CONTRACTED PROJECT SCOPE.

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1. AFTER THE PROPOSED SUBGRADE SOIL OR AFTER THE PROPOSED SUBGRADE SOIL OR EMBANKMENT FOUNDATION HAS BEEN EXPOSED AND PRIOR TO THE PLACEMENT OF ANY NEW FILL TO ATTAIN THE DESIRED SUBGRADE ELEVATION, THE EXPOSED SUBGRADE SHALL BE PROOF ROLLED. SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS. 2. IF SOFT, WET, OR WEAK SOILS ARE FOUND, IF SOFT, WET, OR WEAK SOILS ARE FOUND, CONTACT THE CONTRACTING OFFICER (CO) IMMEDIATELY FOR PROPOSED REMEDIATION. 3. MINIMIZE CONSTRUCTION TRAFFIC ONCE THE MINIMIZE CONSTRUCTION TRAFFIC ONCE THE REQUIRED SUBGRADE ELEVATIONS HAVE BEEN ATTAINED. 4. NEW FILL SHALL CONSIST OF CLEAN, INORGANIC NEW FILL SHALL CONSIST OF CLEAN, INORGANIC SOIL FREE OF ANY MISC. MATERIALS, COBBLES, AND BOULDERS - SEE SPECIFICATIONS FOR SUITABLE MATERIAL. 5. EMBANKMENT SHALL BE PLACED IN UNIFORM LIFTS EMBANKMENT SHALL BE PLACED IN UNIFORM LIFTS AND COMPACTED. SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS. EMBANKMENT MATERIAL SHALL BE PLACED IN LIFTS NOT MORE THAN 8-INCHES (LOOSE DEPTH) FORM MATERIAL COMPACTED BY HEAVY CONSTRUCTION COMPACTION EQUIPMENT, AND NOT MORE THAN 6-INCHES (LOOSE DEPTH) FOR MATERIAL COMPACTED BY HAND OPERATED TAMPERS. 6. THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES THE SIDES OF ANY NEW CUT AND/OR FILL SLOPES SHALL BE CONSTRUCTED W/ SLOPES NO STEEPER THAN 1 FOOT (VERTICAL) ON 2 FOOT (HORIZONTAL), OR PER OSHA REQUIREMENTS BASED ON ENCOUNTERED SOIL CONDITIONS.

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1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE GENERAL SURVEY NOTES AND UTILITY LOCATING SERVICE REQUIREMENTS. NO WORK SHALL COMMENCE UNTIL UNDERGROUND UTILITIES WITHIN THE SITE HAVE BEEN IDENTIFIED. 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD & REPORT ANY DISCREPANCIES BETWEEN PLANS AND ACTUAL CONDITIONS TO THE CONTRACTING OFFICER (CO). 3. CONTRACTOR SHALL VERIFY PROPOSED GRADES CONTRACTOR SHALL VERIFY PROPOSED GRADES PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE CONTRACTING OFFICER (CO). 4. ALL POINTS OF CONSTRUCTION EGRESS OR INGRESS ALL POINTS OF CONSTRUCTION EGRESS OR INGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO PUBLIC ROADS. 5. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. ANY EXCESS OF TOPSOIL ENCOUNTERED NOT USED ON-SITE AS REQUIRED AS PART OF CONSTRUCTION OPERATIONS SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. 6. CONTRACTOR SHALL BLEND ALL NEW EARTHWORK CONTRACTOR SHALL BLEND ALL NEW EARTHWORK INTO EXISTING GRADES AT LIMITS OF GRADING WORK. PROVIDE SMOOTH, ROUNDED TRANSITIONS, CAPABLE OF BEING CUT WITH A COMMERCIAL RIDING MOWER, AT ALL TOP AND BOTTOM OF SLOPES. 7. PITCH EVENLY BETWEEN SPOT GRADES. ALL PITCH EVENLY BETWEEN SPOT GRADES. ALL FINISHED GRADES MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE - QUARTER INCH (1/4") PER FOOT. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE CONTRACTING OFFICER (CO) PRIOR TO CONTINUING WORK. 8. NEW PAVEMENT SHALL MEET ALL EXISTING NEW PAVEMENT SHALL MEET ALL EXISTING PAVEMENTS AND CURBS FLUSH AND SMOOTH WITH NO LIPS OR PROJECTIONS. 9. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO COST TO THE OWNER. 10. CONTRACTOR SHALL NOTIFY THE CONTRACTING CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER (CO) WHEN ROUGH GRADING IS COMPLETE. FINISH GRADES SHALL BE ADJUSTED IN FIELD, WHEN NECESSARY, BY APPROVAL OF THE CONTRACTING OFFICER (CO). 11. WHEN EXCAVATING AND FILLING IN TREE AREAS, USE WHEN EXCAVATING AND FILLING IN TREE AREAS, USE EXTREME CAUTION TO PROTECT ROOT SYSTEMS OF TREES NOT INDICATED TO BE REMOVED. IF, IN ORDER TO PERFORM EXCAVATION WORK, IT BECOMES NECESSARY TO CUT ROOTS OF PLANTS TO BE SAVED, SUCH ROOTS SHOULD BE CUT NEATLY, BY APPROVAL OF THE CONTRACTING OFFICER (CO). 12. DURING GRADING OPERATIONS, DRAINAGE OF THE DURING GRADING OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR OTHER DAMAGE. WHEN IT IS NECESSARY TO INTERRUPT DRAINAGE OR OTHER EXISTING UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL PERMANENT WORK IS COMPLETED. 13. PRIOR TO PROJECT CLOSE-OUT, CONTRACTOR PRIOR TO PROJECT CLOSE-OUT, CONTRACTOR SHALL REMOVE AND DISPOSE OFF SITE ALL DEBRIS AND EXCESS MATERIALS FROM SITE OR AS OTHERWISE DESCRIBED ON THE SITE PREPARATION AND DEMOLITION DRAWING, AT THE CONTRACTOR'S EXPENSE.

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EARTHWORK NOTES:

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1. GENERAL REQUIREMENTS GENERAL REQUIREMENTS A. THE CONTRACTOR SHALL PREPARE AND SUBMIT THE CONTRACTOR SHALL PREPARE AND SUBMIT SUBMITTALS FOR C.O. APPROVAL FOR ALL MATERIAL AND PRODUCTS INDICATED IN THE INDIVIDUAL TECHNICAL SPECIFICATION REQUIREMENTS CONTAINED HEREIN. 2. SITE CLEARING SITE CLEARING A. COMPOST FILTER SOCK: DEGRADABLE GEOTEXTILE COMPOST FILTER SOCK: DEGRADABLE GEOTEXTILE MESH TUBE FILLED WITH COMPOST FILTER MEDIA TO FILTER SEDIMENT. COMPOST INFILL SHALL BE WELL DECOMPOSED (MATURED AT LEAST 3 MONTHS), WEED-FREE, ORGANIC MATTER. IT SHALL BE AEROBICALLY COMPOSTED, POSSESS NO OBJECTIONABLE ODORS, AND CONTAIN LESS THAN 1% BY DRY WEIGHT, OF MANMADE FOREIGN MATTER. ALL BIOSOLIDS COMPOST PRODUCED IN NEW YORK STATE MUST MEET NYSDEC'S 6 NYCRR PART 360. B. PROTECTION FENCING: PROVIDE 4-FOOT HIGH, PROTECTION FENCING: PROVIDE 4-FOOT HIGH, ORANGE POLYETHYLENE WARNING FENCE WITH METAL POSTS, TO SERVE AS SITE AND TREE PROTECTION FENCE AS SHOWN ON THE CONTRACT DRAWINGS. FENCES MAY NOT BE MOVED WITHOUT THE SPECIFIC PERMISSION OF THE C.O 3. EARTH MOVING EARTH MOVING A. STRUCTURAL FILL: SHALL CONSIST OF IMPORTED STRUCTURAL FILL: SHALL CONSIST OF IMPORTED SAND AND GRAVEL, FREE OF DELETERIOUS MATERIALS SUCH AS RECYCLED CONCRETE, ASPHALT, BRICKS, GLASS, PYRITIC SHALE ROCK, ORGANICS, OR CONTAMINANTS OF A CHEMICAL, MINERAL, OR BIOLOGICAL NATURE. STRUCTURAL FILL SHALL MEET THE FOLLOWING GRADATION: 100% FINER THAN THE 3” SIEVE; BETWEEN 30% TO 75% FINER THAN THE ¼” SIEVE; BETWEEN 30% TO 75% FINER THAN THE ¼” SIEVE; BETWEEN 5% TO 40% FINER THAN THE #40 SIEVE; AND LESS THAN 10% FINER THAN THE #200 SIEVE. ALL FILL USED AT THE SITE TO BACKFILL EXCAVATIONS OF ANY TYPE, OR INCREASE GRADES TO MEET FINAL DESIGN ELEVATIONS, SHALL BE STRUCTURAL FILL. B. GRANULAR SUBBASE FOR PAVEMENTS: NYSDOT ITEM GRANULAR SUBBASE FOR PAVEMENTS: NYSDOT ITEM 304.12, SUBBASE COURSE TYPE 2. USE OF RECYCLED ASPHALT, CONCRETE, GLASS OR OTHER MATERIAL IS NOT PERMITTED FOR USES AS TYPE 2 SUBBASE. C. PIPE ZONE BEDDING, PIPE ZONE BACKFILL, PIPE ZONE BEDDING, PIPE ZONE BACKFILL, HAUNCHING MATERIAL, AND BASE FOR UTILITY STRUCTURES: CRUSHED STONE MEETING THE REQUIREMENTS OF NYSDOT STANDARD SPECIFICATIONS SECTION 703-02 COARSE AGGREGATE. THE GRADATION SHALL CONFORM TO SIZE DESIGNATION 1 AND 2, AS SHOWN IN TABLE 703-4. D. COBBLE RIP RAP: COBBLE RIP RAP FOR SWALE, COBBLE RIP RAP: COBBLE RIP RAP FOR SWALE, DEPRESSION, AND PIPE OUTLET SHALL CONFORM TO THE SIZE EQUIVALENT OF NYSDOT STANDARD SPECIFICATIONS FOR ITEM 620.03 STONE FILLING (LIGHT). COBBLE RIP RAP SHALL BE SMOOTH AND OBLONG IN SHAPE, DOUBLE WASHED AND FREE OF FINES, SEDIMENT, AND DEBRIS. SUBMIT PHYSICAL SAMPLE TO THE PROJECT SITE FOR C.O. APPROVAL. E. SEPARATION AND FILTER FABRIC - NONWOVEN: SEPARATION AND FILTER FABRIC - NONWOVEN: SHALL BE ADS 0601T NONWOVEN GEOTEXTILE, OR APPROVED EQUIVALENT. F. DETECTABLE WARNING TAPE: DETECTABLE WARNING DETECTABLE WARNING TAPE: DETECTABLE WARNING TAPE: ACID- AND ALKALI-RESISTANT, POLYETHYLENE FILM WARNING TAPE MANUFACTURED FOR MARKING AND IDENTIFYING UNDERGROUND UTILITIES, A MINIMUM OF 6 INCHES WIDE AND 4 MILS THICK, CONTINUOUSLY INSCRIBED WITH A DESCRIPTION OF THE UTILITY, WITH METALLIC CORE ENCASED IN A PROTECTIVE JACKET FOR CORROSION PROTECTION, DETECTABLE BY METAL DETECTOR WHEN TAPE IS BURIED UP TO 30 INCHES DEEP; COLORED AS FOLLOWS, AS APPLICABLE: GREEN FOR STORM SEWER SYSTEMS. G. DEWATERING: GROUNDWATER IS EXPECTED TO BE DEWATERING: GROUNDWATER IS EXPECTED TO BE ENCOUNTERED DURING CONSTRUCTION. THE CONTRACTOR SHALL SLOPE EXCAVATIONS TO ONE END, CONSTRUCT SUMPS, AND PUMP TO KEEP EXCAVATIONS FREE FROM STANDING WATER. CONTRACTOR SHALL UTILIZED SEDIMENT BAGS AS REQUIRED, ENSURING THAT EROSION AND SEDIMENTATION DOES NOT OCCUR AND IS CONTROLLED AND MANAGED AT THE DAYLIGHT OUTLET OF ANY PUMP SYSTEM, INSTALL SILT SOCK OR CHECK DAMS AS REQUIRED. PREVENT SURFACE WATER, GROUND WATER, AND PRECIPITATION FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING PROJECT SITE AND SURROUNDING AREAS. PROTECT SUBGRADES FROM SOFTENING, UNDERMINING, WASHOUT, AND DAMAGE BY RAIN OR WATER ACCUMULATION. 4. ASPHALT PAVEMENT ASPHALT PAVEMENT A. ENVIRONMENTAL LIMITATIONS: THE CONTRACTOR ENVIRONMENTAL LIMITATIONS: THE CONTRACTOR SHALL COMPLY WITH NYSDOT SPECIFICATION 402-3.01 WEATHER AND SEASONAL LIMITATIONS. B. TACK COAT: COMPLY WITH REQUIREMENTS OF TACK COAT: COMPLY WITH REQUIREMENTS OF NYSDOT STANDARD SPECIFICATIONS SECTION 407, TACK COAT. TACK COAT SHALL BE IN MATERIAL CONFORMANCE WITH NYSDOT SECTION 702-8, STRAIGHT TACK COAT. C. ASPHALT: COMPLY WITH REQUIREMENTS OF NYSDOT ASPHALT: COMPLY WITH REQUIREMENTS OF NYSDOT STANDARD SPECIFICATIONS SECTION 404, ASPHALT PAVEMENT FOR THE MATERIAL AND COMPOSITION OF THE FOLLOWING COURSES: 1) ASPHALT TOP COURSE: NYSDOT ITEM NO. ASPHALT TOP COURSE: NYSDOT ITEM NO. 404.128201, 12.5 F2 TOP COURSE ASPHALT, 80 SERIES COMPACTION. 5. TURF AND GRASSES TURF AND GRASSES A. EROSION CONTROL FABRIC: PROVIDE ROLLED EROSION EROSION CONTROL FABRIC: PROVIDE ROLLED EROSION CONTROL PRODUCT, BIODEGRADABLE EROSION CONTROL BLANKET, DESIGNED FOR USE ON SLOPES AS PER NYSDOT APPROVED MATERIAL LIST FOR ROLLED EROSION CONTROL PRODUCTS AND SOIL STABILIZERS, CLASS 1, TYPE C (SHORT TERM). B. TURF SEED MIX SHALL BE 'ERNMX-113', AS TURF SEED MIX SHALL BE 'ERNMX-113', AS PROVIDED BY ERNST CONSERVATION SEEDS, INC., 8884 MERCER PIKE, MEADVILLE, PA, 16335, OR APPROVED EQUIVALENT. MIX SHALL BE AS FOLLOWS: 1) 25% CREEPING RED FESCUE (FESTUCA RUBRA) 25% CREEPING RED FESCUE (FESTUCA RUBRA) 2) 25% LOLIUM MULTIFLORUM (ANNUAL RYEGRASS) 25% LOLIUM MULTIFLORUM (ANNUAL RYEGRASS) 3) 25% LOLIUM PERENNE 'SPIRIT' (PERENNIAL 25% LOLIUM PERENNE 'SPIRIT' (PERENNIAL RYEGRASS 'SPIRIT', TURF TYPE) 4) 25% LOLIUM PERENNE 'SHINING STAR' (PERENNIAL 25% LOLIUM PERENNE 'SHINING STAR' (PERENNIAL RYEGRASS 'SHINING STAR', TURF TYPE) 5) SEEDING APPLICATION RATE: APPLY SEED AT A SEEDING APPLICATION RATE: APPLY SEED AT A RATE OF 5 LBS. PER 1,000 SQUARE FEET. 6) TOP DRESS WITH STARTER FERTILIZER AT A RATE TOP DRESS WITH STARTER FERTILIZER AT A RATE OF 1 LB. NITROGEN PER 1,000 SF AT THE TIME OF SEEDING AND AFTER THE FIRST MOWING (4-6 WEEKS AFTER GERMINATION). C. TOPSOIL: SHALL BE PER NYSDOT STANDARD TOPSOIL: SHALL BE PER NYSDOT STANDARD SPECIFICATIONS, SECTION 713-01, TOPSOIL. 1) ON-SITE TOPSOIL: A LIMITED QUANTITY OF ON-SITE TOPSOIL: A LIMITED QUANTITY OF TOPSOIL IS AVAILABLE ON-SITE FOR REUSE. THE EXISTING ON-SITE TOPSOIL QUANTITY MAY NOT BE SUFFICIENT FOR COMPLETING THE FINISHED WORK, AS SUCH, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING THE REMAINING TOPSOIL REQUIRED TO COMPLETE THE WORK. 6. STORM UTILITY DRAINAGE PIPING STORM UTILITY DRAINAGE PIPING A. PE PIPE AND FITTINGS: PE PIPE AND FITTINGS: 1) CORRUGATED PE PIPE AND FITTINGS NPS 12 TO CORRUGATED PE PIPE AND FITTINGS NPS 12 TO NPS 60: AASHTO M 294, TYPE S, WITH SMOOTH WATERWAY FOR COUPLING JOINTS. COUPLINGS: ASTM D3350 AND AASHTO M294, HIGH DENSITY POLYETHYLENE FOR SILT TIGHT JOINTS. 2) PERFORATED CORRUGATED PE PIPE AND FITTINGS: PERFORATED CORRUGATED PE PIPE AND FITTINGS: AASHTO M294, TYPE S, WITH SMOOTH WATERWAY FOR COUPLING JOINTS. COUPLING: ASTM D3350 AND AASHTO M294, HIGH-DENSITY POLYETHYLENE FOR SILT TIGHT JOINTS. WRAP CORRUGATED PE PIPE IN MANUFACTURER SUPPLIED FILTER SOCK. B. DRAIN BASINS: POLYVINYL CHLORIDE (PVC) INLET DRAIN BASINS: POLYVINYL CHLORIDE (PVC) INLET DRAINS, RISERS, AND CATCH BASINS. ASTM F 794, F 979 AND F 1336 MECHANICAL PROPERTY REQUIREMENTS FOR FABRICATED FITTINGS OF DIMENSIONS, PIPE CONNECTIONS, ORIENTATIONS, AND DEPTH INDICATED. 1) STRUCTURES: PVC PIPE STOCK REFORMED STRUCTURES: PVC PIPE STOCK REFORMED UTILIZING A THERMO MOLDING PROCESS WITH SPECIFIED INLET AND OUTLET PIPE CONNECTION STUBS AND RISERS SIZED TO FIT SPECIFIED FRAME AND GRATE. 2) SIZE: 18-INCH MINIMUM DIAMETER. SIZE SHALL SIZE: 18-INCH MINIMUM DIAMETER. SIZE SHALL INCREASE AS REQUIRED PER MANUFACTURER'S STANDARD BASIN DESIGN. 3) JOINTS: FABRICATED FITTINGS SHALL CONFORM TO JOINTS: FABRICATED FITTINGS SHALL CONFORM TO ASTM D3212 FOR WATERTIGHT CONNECTIONS USING FLEXIBLE ELASTOMERIC SEALS. FLEXIBLE ELASTOMERIC SEALS SHALL CONFORM TO ASTM F477. 4) FRAMES, COVERS, AND BEEHIVE DOMED GRATES: FRAMES, COVERS, AND BEEHIVE DOMED GRATES: FRAMES AND GRATES SHALL BE CAPABLE OF SUPPORTING H20 WHEEL LOADING. METAL USED IN THE MANUFACTURE OF THE CASTINGS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 FOR DUCTILE IRON, NATURAL WEATHERED STEEL, MANUFACTURED TO FIT SPECIFIED PVC RISER FITTING. ALL FRAMES AND GRATES SHALL BE LOCKABLE AND SHALL CONSIST OF BEEHIVE DOMED GRATES. SOLID COVER SHALL BE MARKED 'STORM'. C. END SECTION: HIGH DENSITY POLYETHYLENE (HDPE) END SECTION: HIGH DENSITY POLYETHYLENE (HDPE) UNITS: FLARED END SECTION MEETING ASTM D3350 STANDARDS, WITH MINIMUM CELL CLASSIFICATION 213320C. SECTIONS SHALL HAVE CARBON BLACK ADDITIVE FOR UV PROTECTION. THREADED FASTENERS SHALL BE STAINLESS STEEL.

TECHNICAL SPECIFICATIONS:

18"PINE

EXISTING TREE

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LEGEND

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EXISTING SIGN

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EXISTING MINOR CONTOUR

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EXISTING MAJOR CONTOUR

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EXISTING TREELINE

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LIMIT OF CONSTRUCTION

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EDGE OF ASPHALT, TYP.

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(WOODS)

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CONCRETE CURB, TYP.

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CONCRETE CURB, TYP.

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(WOODS)

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(WOODS)

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18" OAK

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(3) BOLE 18" OAK

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(WOODS)

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(WOODS)

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24" OAK

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ASPHALT PAVEMENT, TYP.

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ASPHALT PAVEMENT, TYP.

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EXHIBIT PANEL WITH STONE BASE, TYP.

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EXHIBIT PANEL, TYP.

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CONCRETE CURB RAMP, TYP.

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(MOWED TURF GRASS)

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(MOWED TURF GRASS)

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(MOWED TURF GRASS)

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ACCESSIBLE PARKING SIGN, TYP.

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4" STUMP

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2" MULTISTEM SCRUB

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4" TREE

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2" MULTISTEM SCRUB

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6" TREE

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4" TREE

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2 STEM MAPLE

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4" TREE

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10" TREE

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6" TREE

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10" TREE

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3" TREE

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4" TREE

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CONCRETE PAVEMENT, TYP.

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TOUR ROAD

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LIMIT OF CONSTRUCTION, TYP.

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MON. 7-17-1

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MON. 7-27-2

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DATE:

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SHEET

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TRL

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DLS

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AutoCAD SHX Text Save Date: 1/17/2025 10:10 AM1/17/2025 10:10 AM

AutoCAD SHX Text File Name: G:\Proj-2024\2024085_SARA_Tour_Stop_7_Drainage_Issues\2024085CAD\SARA-257238_TOUR STOP 7\SARA\PMIS 257238\DRAWINGS\CIVIL\C4 EXCON.dwgG:\Proj-2024\2024085_SARA_Tour_Stop_7_Drainage_Issues\2024085CAD\SARA-257238_TOUR STOP 7\SARA\PMIS 257238\DRAWINGS\CIVIL\C4 EXCON.dwg

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DATE:

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EXISTING CONDITIONS

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PLAN

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XREFS: ..\BASES\X-SURVEY20.DWG; ..\BASES\X_KEY MAP.DWG; ..\BASES\X-TITLE.DWG;

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SCALE OF FEET

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SURVEY CONTROL MONUMENTS (MON.)

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ELEV. 273.79

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DESCRIPTION:

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NAME: 7-2

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CENTER OF ALUMINUM DISK

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SET IN CONCRETE

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ELEV. 265.22

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DESCRIPTION:

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NAME: 7-1

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CENTER OF ALUMINUM DISK

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SET IN CONCRETE

SURVEY CONTROL MONUMENTS LOCATION KEY

STOP 7

CLOSED FOR

RENOVATIONS

CAUTION TRUCKS

ENTERING AND

EXISTING ROADWAY

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PROTECTION FENCE

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GRUB, REMOVE, AND DISPOSE OF EXISTING INDIVIDUAL TREE STUMPS AND ROOT SYSTEMS

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COMPOST FILTER SOCK

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TEMPORARY CONSTRUCTION SIGN AS NOTED

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CONSTRUCTION STAGING AREA

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CONSTRUCTION ACCESS ROUTE

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LIMIT OF CONSTRUCTION

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LEGEND

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SAWCUT EXISTING PAVEMENT

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REMOVE AND DISPOSE OF EX. BITUMINOUS CONCRETE PAVEMENT AND SUBBASE

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REMOVE AND DISPOSE OF EXISTING ORGANIC MATERIAL

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1-1/2 INCH ASPHALT PAVEMENT MILL

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4" TREE

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2" MULTISTEM SCRUB

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6" TREE

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10" TREE

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3" TREE

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4" TREE

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REMOVE AND DISPOSE OF EXISTING ORGANIC MATERIAL, TYP.

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SAWCUT EXISTING PAVEMENT, TYP.

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REMOVE AND DISPOSE OF ASPHALT PAVEMENT, TYP.

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1-1/2 INCH DEPTH ASPHALT PAVEMENT MILL, TYP.

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PROTECTION FENCE, TYP.

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PROTECTION FENCE, TYP.

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COMPOST FILTER SOCK, TYP.

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COMPOST FILTER SOCK, TYP.

AutoCAD SHX Text GRUB, REMOVE, AND DISPOSE OF EXISTING INDIVIDUAL TREE STUMPS AND ROOT SYSTEMS, TYP.

AutoCAD SHX Text GRUB, REMOVE, AND DISPOSE OF EXISTING INDIVIDUAL TREE STUMPS AND ROOT SYSTEMS, TYP.

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COMPOST FILTER SOCK, TYP.

AutoCAD SHX Text CONTRACTOR SHALL UTILIZE THE EXISTING LAWN ISLAND AS THE LOCATION OF THE CONSTRUCTION STAGING AREA; FINAL LOCATION SHALL BE COORDINATED WITH AND APPROVED BY CONTRACTING OFFICER (CO). CONTRACTOR SHALL RESTORE ALL DISTURBED AND DAMAGED AREAS, INCLUDING EXISTING PAVEMENT, TO EXISTING CONDITIONS.

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SAWCUT EXISTING PAVEMENT, TYP.

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CONSTRUCTION ACCESS ROUTE, TYP.

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CONSTRUCTION GATE OR BARRICADE, TYPICAL INGRESS AND EGRESS LANE

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TOUR ROAD

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LIMIT OF CONSTRUCTION, TYP.

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PROTECTION FENCE, TYP.

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TEMPORARY CONSTRUCTION SIGN, TYP.

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DATE:

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DESIGNED:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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AutoCAD SHX Text 1336078A

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TRL

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DLS

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TRL

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AutoCAD SHX Text File Name: G:\Proj-2024\2024085_SARA_Tour_Stop_7_Drainage_Issues\2024085CAD\SARA-257238_TOUR STOP 7\SARA\PMIS 257238\DRAWINGS\CIVIL\C5 SITE PREP.dwgG:\Proj-2024\2024085_SARA_Tour_Stop_7_Drainage_Issues\2024085CAD\SARA-257238_TOUR STOP 7\SARA\PMIS 257238\DRAWINGS\CIVIL\C5 SITE PREP.dwg

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SITE PREPARATION

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AND DEMOLITION PLAN

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SCALE OF FEET

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CONSTRUCTION ACCESS ROUTE

AutoCAD SHX Text 3-MILES FROM PARK SOUTH GATE TO PROJECT LOCATION. THE CONTRACTOR SHALL COORDINATE OUTBOUND CONSTRUCTION TRAFFIC WITH C.O.

AutoCAD SHX Text THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE PREVIOUSLY COMPLETED TREE CLEARING CONTRACT COMPLETED BY OTHERS. THE SCOPE OF THE PREVIOUSLY COMPLETED TREE CLEARING CONTRACT INCLUDED CUTTING TREES FLUSH WITH EXISTING GRADE AND THE DISPOSAL OF THE PRIMARY TRUNK, LIMBS AND BRANCHES OFF SITE. THE LOWER TRUNK AND STUMP HAVE REMAINED IN PLACE, AND SHALL BE GRUBBED, FULLY REMOVED, AND DISPOSED OF BY THE CONTRACTOR UNDER THE CURRENT CONTRACT AND SCOPE OF WORK. NO PORTION OF THE TREE STUMP OR ROOT SYSTEM SHALL REMAIN AFTER REMOVAL OPERATIONS.

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TREE REMOVAL NOTE

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ROUTE 32/142

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PROJECT LOCATION

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TOUR STOP 7

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PARK SOUTH GATE: CONSTRUCTION ACCESS LOCATION

ROUTE 4

C8

C7

C8

C7

C8

C8

4C8

C8

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EXISTING TREE

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LEGEND

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EXISTING SIGN

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EXISTING BLUE POST

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EXISTING MINOR CONTOUR

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EXISTING MAJOR CONTOUR

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EXISTING RED POST

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EXISTING MOWED MEADOW

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EXISTING WETLAND

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EXISTING TREELINE

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EXISTING STORM SEWER

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LIMIT OF CONSTRUCTION

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STORM PIPE

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DRAIN BASIN

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UNDER DRAIN

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TURF RESTORATION: 6-IN TOPSOIL AND SEED AS SPECIFIED

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EROSION CONTROL BLANKET

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COBBLE RIP RAP

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ASPHALT PAVEMENT OVERLAY

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NEW CONTOUR

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4" TREE

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2" MULTISTEM SCRUB

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6" TREE

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10" TREE

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3" TREE

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4" TREE

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INVERT OUT: 261.44

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UNDERDRAIN, TYP.

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TYPICAL STORM PIPE

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FLARED END SECTION AND COBBLE RIP RAP APRON

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EROSION CONTROL BLANKET

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104 LF 4-IN HDPE @ 8.00%

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48 LF 18-IN HDPE @ 1.00%

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SWALE SECTION: 3-FT DEPTH CONDITION

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SWALE SECTION: 6-IN DEPTH CONDITION

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ASPHALT PAVEMENT, TYP. OVERLAY

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DRAIN BASIN (SOLID COVER) FRAME: 268.50 INV. IN: 262.02 INV. OUT 261.92

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38 LF 18-IN HDPE @ 1%

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MEET EXISTING CONCRETE PAVEMENT FLUSH WITH SMOOTH TRANSITION, TYP.

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DRAIN BASIN (DOME CRATE) FRAME: 265.50 INV. IN: 262.50 INV. OUT 262.40

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MEET EXISTING ASPHALT PAVEMENT FLUSH W/ SMOOTH TRANSITION, TYP.

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UNDERDRAIN INV. IN: 270.50

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MEET EXISTING PAVEMENT FLUSH W/ SMOOTH TRANSITION, TYP.

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MEET EXISTING CONTINUOUS TOP OF CURB FLUSH W/ SMOOTH TRANSITION, TYP.

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TOUR ROAD

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LIMIT OF CONSTRUCTION, TYP.

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18-IN DEPTH COBBLE RIP RAP OVER GEOTEXTILE FILTER FABRIC, TYP.

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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TITLE OF SHEET

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AutoCAD SHX Text 1336078A

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AutoCAD SHX Text 257238

AutoCAD SHX Text REHABILITATE BATTLEFIELD INTERPRETIVE EXPERIENCE UNFORESEEN WATER DRAINAGE AT TOUR STOP 7

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TRL

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DLS

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TRL

AutoCAD SHX Text 1/20/2025

AutoCAD SHX Text Save Date: 1/17/2025 12:59 PM1/17/2025 12:59 PM

AutoCAD SHX Text File Name: G:\Proj-2024\2024085_SARA_Tour_Stop_7_Drainage_Issues\2024085CAD\SARA-257238_TOUR STOP 7\SARA\PMIS 257238\DRAWINGS\CIVIL\C6 SITE DEV PLAN.dwgG:\Proj-2024\2024085_SARA_Tour_Stop_7_Drainage_Issues\2024085CAD\SARA-257238_TOUR STOP 7\SARA\PMIS 257238\DRAWINGS\CIVIL\C6 SITE DEV PLAN.dwg

AutoCAD SHX Text Plotted By: DUSTIN L. SMITHDUSTIN L. SMITH

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DATE:

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DESIGNED:

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OF

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SITE DEVELOPEMENT

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PLAN

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AutoCAD SHX Text XREFS: ..\BASES\X-SURVEY20.DWG; ..\BASES\X_KEY MAP.DWG; ..\BASES\X-TITLE.DWG; ..\BASES\XL-BASE-ST7.DWG;

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SCALE OF FEET

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AutoCAD SHX Text ABA O.R.A.R NOTE THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE ACCESSIBILITY REQUIREMENTS OF THE ACCESSIBILITY REQUIREMENTS OF THE NEW WORK; THE MAXIMUM SLOPE OF THE NEW ABA LANDING SHALL BE 1.5% IN ANY DIRECTION; RUNNING SLOPES OF THE NEW ABA O.R.A.R ROUTE SHALL BE 1% MINIMUM AND 4.5% MAXIMUM. COORDINATE W/ THE C.O. AS REQUIRED.

ORANGE POLYETHYLENE WARNING FENCE

AutoCAD SHX Text FOR TREE PROTECTION CONDITIONS: ADD WATERPROOF PERMANENT SIGN READING "TREE PROTECTION AREA"; MIN. 3 SIGNS PER TREE, OR 1 SIGN EVERY 20' O.C. FOR GROUPINGS OF TREES

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METAL POST DRIVEN MIN. 24" INTO GROUND

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18" MIN. INTO SUBGRADE OR REFUSAL

AutoCAD SHX Text COMPOST FILTER SOCK GENERAL NOTES: 1. CONTRACTOR SHALL UTILIZE COMPOST FILTER SOCK IN AREAS CONTRACTOR SHALL UTILIZE COMPOST FILTER SOCK IN AREAS WHERE INSTALLATION OF STANDARD SILT FENCE CANNOT OCCUR DUE TO THE PRESENCE OF ROCK OR STEEP ADJACENT SLOPES. 2. SEDIMENT BARRIER SHALL BE LOCATED AS INDICATED ON THE SEDIMENT BARRIER SHALL BE LOCATED AS INDICATED ON THE PLANS. SEDIMENT BARRIER SHALL BE INSTALLED PARALLEL TO THE BASE OF THE SLOPE OR OTHER DISTURBED AREAS. 3. STAKES SHALL BE INSTALLED THROUGH THE MIDDLE OF THE STAKES SHALL BE INSTALLED THROUGH THE MIDDLE OF THE SEDIMENT CONTROL ON 10 FT CENTERS, USING 2 IN BY 2 IN BY 3 FT HARD WOOD STAKES. 4. STAKING DEPTH SHALL BE 18" MIN. OR UNTIL REFUSAL. STAKING DEPTH SHALL BE 18" MIN. OR UNTIL REFUSAL. 5. THE CONTRACTOR SHALL MAINTAIN THE SILT BARRIER IN A THE CONTRACTOR SHALL MAINTAIN THE SILT BARRIER IN A FUNCTIONAL CONDITION AT ALL TIMES AND IT SHALL BE ROUTINELY INSPECTED. 6. IF THE SILT BARRIER HAS BEEN DAMAGED, IT SHALL BE IF THE SILT BARRIER HAS BEEN DAMAGED, IT SHALL BE REPAIRED, OR REPLACED IF BEYOND REPAIR. 7. THE CONTRACTOR SHALL REMOVE SEDIMENT AT THE BASE OF THE CONTRACTOR SHALL REMOVE SEDIMENT AT THE BASE OF THE UPSLOPE SIDE OF THE SILT BARRIER WHEN ACCUMULATION HAS REACHED THE TOP OF THE SOCK. 8. SILT BARRIER SHALL BE MAINTAINED UNTIL ALL DISTURBED SILT BARRIER SHALL BE MAINTAINED UNTIL ALL DISTURBED AREAS HAVE ACHIEVED COMPLETE STABILIZATION. 9. ORGANIC FILTER MEDIA SHALL MEET FILTREXX INTERNATIONAL ORGANIC FILTER MEDIA SHALL MEET FILTREXX INTERNATIONAL STANDARD SPECIFICATIONS FOR FILTER MEDIA, OR APPROVED EQUAL.

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WORK AREA

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PROTECTED AREAS

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FLOW, TYP.

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BLOWN IN PLACE FILTER MEDIA

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SUPPORT STAKES (10' O.C. MAX.)

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12" DIA. COMPOST FILTER SOCK, FILTREX OR EQUAL

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EXISTING GRADE, TYP.

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FILTER SOCK TO BE FLUSH TO EXISTING GRADE, TYP.

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COMPOST FILTER SOCK

AutoCAD SHX Text GENERAL NOTES: 1. SEED & SOIL AMENDMENTS SHALL BE SEED & SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PROJECT SPECIFICATIONS PRIOR TO APPLYING THE BLANKET. 2. PREPARE SEED BED (INCLUDING PREPARE SEED BED (INCLUDING APPLICATION OF LIME, FERTILIZER, & SEED) PRIOR TO INSTALLATION OF BLANKET. 3. PROVIDE ANCHOR TRENCH AT THE TOE PROVIDE ANCHOR TRENCH AT THE TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE. 4. SLOPE SURFACE SHALL BE FREE OF SLOPE SURFACE SHALL BE FREE OF ROCKS, CLOTS, STICKS, & DEBRIS. 5. BLANKET SHALL HAVE GOOD CONTINUOUS BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLYING SOIL THROUGHOUT ENTIRE LENGTH. LAY BLANKET LOOSELY & STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT W/ SOIL. DO NOT STRETCH BLANKET. 6. STAPLING OF THE BLANKET SHALL BE STAPLING OF THE BLANKET SHALL BE DONE IN ACCORDANCE W/ THE MANUFACTURE'S RECOMMENDATIONS. 7. BLANKETED AREAS SHALL BE INSPECTED BLANKETED AREAS SHALL BE INSPECTED WEEKLY & AFTER EACH RUNOFF EVENT UNTIL PERENNIAL VEGETATION IS ESTABLISHED TO A MINIMUM UNIFORM 70 % COVERAGE THROUGHOUT THE BLANKETED AREA. DAMAGED OR DISPLACED BLANKETS SHALL BE RESTORED OR REPLACED IMMEDIATELY.

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STARTING AT TOP OF SLOPE, INSTALL BLANKET IN SAME DIRECTION OF WATER FLOW, TYP.

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TOP OF SLOPE, TYP.

AutoCAD SHX Text EXCELSIOR EROSION CONTROL BLANKET; CURLEX DOUBLE NET (CURLEX II) W/ BIODEGRADABLE NETTING, TYP. OR APPROVED EQUAL

AutoCAD SHX Text OVERLAP BLANKET EDGES 4" MIN.; OVERLAP BLANKET ENDS 6" MIN. W/ UPSLOPE BLANKET OVERLYING DOWNSLOPE BLANKET (SHINGLE STYLE)

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BOTTOM OF SLOPE, TYP.

AutoCAD SHX Text INSTALL BEGINNING & END OF EACH ROLL IN 6" X 6" ANCHOR TRENCH STAPLE, BACKFILL, & COMPACT SOIL, TYP.

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6-IN MIN. + O.D./2

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PIPE

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PIPE

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PIPE

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5'-0" MAX.

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VARIES - AS REQUIRED

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ANGULAR CRUSHED STONE

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BURIED METALLIC IDENTIFICATION WARNING TAPE (STORM)

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6-IN MIN.

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AutoCAD SHX Text NOTES: 1. FINAL TRENCH BACKFILL SHALL BE NYSDOT FINAL TRENCH BACKFILL SHALL BE NYSDOT TYPE 2 SUBBASE; MIN. MODIFIED PROCTOR DENSITY SHALL BE 95 PERCENT. 2. ALL PIPE ZONE BEDDING, PIPE ZONE ALL PIPE ZONE BEDDING, PIPE ZONE BACKFILL, AND FINAL TRENCH BACKFILL SHALL BE PLACED IN 6 INCH MAX. COMPACTED LIFTS. ALL BEDDING AND BACKFILL MATERIALS SHALL BE MECHANICALLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 3. EXCAVATION SHALL BE KEPT DRY AND EXCAVATION SHALL BE KEPT DRY AND DEWATERED AT ALL TIMES.

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PIPE ZONE BEDDING

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ANGULAR CRUSHED STONE

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MECHANICAL COMPACTION

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MECHANICAL COMPACTION

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MECHANICAL COMPACTION

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SEE NOTE

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12-IN MIN. COVER

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VARIES

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PIPE ZONE BACKFILL

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METHOD OF PLACEMENT

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NYSDOT TYPE

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MATERIAL

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DEPTH

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ITEM

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AS SPECIFIED

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TOPSOIL & SEED

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LAWN RESTORATION

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PVMT. RESTORATION

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EXIST. PVMT.

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6-INCH NYSDOT TYPE 2 SUBBASE MATERIAL, TYP.

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FINAL TRENCH BACKFILL

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PIPE ZONE BACKFILL

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PIPE ZONE BEDDING MATERIAL

AutoCAD SHX Text SAW-CUT EXIST. PVMT. IN TRUE LINE; TACK COAT EXPOSED EDGES OF EXIST. PVMT. PRIOR TO PLACEMENT OF NEW PVMT, TYP.

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PIPE O.D. + 24"

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PIPE O.D. + 24"

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MIN.

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12-IN MIN. + O.D./2

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TRENCH WALL SLOPES SHALL CONFORM TO O.S.H.A. REGULATIONS, TYP.

AutoCAD SHX Text COMPACT SUBGRADE AND NOTIFY CONTRACTING OFFICER (CO) IF UNSUITABLE SUBGRADE IS PRESENT

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FINAL TRENCH BACKFILL

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NYSDOT TYPE 2 SUBBASE

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3-INCH NYSDOT TYPE 6 TOP COURSE, TYP.

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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OF

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AutoCAD SHX Text 1336078A

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AutoCAD SHX Text 257238

AutoCAD SHX Text REHABILITATE BATTLEFIELD INTERPRETIVE EXPERIENCE UNFORESEEN WATER DRAINAGE AT TOUR STOP 7

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TRL

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