PRELIMINARY/FINAL SITE PLANS for
HEGEDORN'S PLAZA REDEVEL 964 RIDGE ROAD (NYS ROUTE 404) SITUATE IN:
UTE YS RO
104
HARD ROAD
N
PROJECT LOCATION
OAD
R RIDGE
04 SHOECRAFT ROAD
E4 T OU SR
NY
LOCATION MAP NOT TO SCALE
ROCHESTER LOCATION
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0 ITHACA LOCATION
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
COPYRIGHT ã 2023 MARATHON ENGINEERING
www.marathoneng.com
NORTH
TOWN OF WEBSTER- MONROE COUNTY - STATE OF NEW YORK
NOTES, INFORMATION AND SPECIFICATIONS GENERAL
OTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBER OF EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE.
3.
THE CONTRACTOR SHALL NOTIFY UDIG NY (1-800-962-7962) FOR A UTILITY STAKEOUT 48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATED WITH THE OWNER.
4.
2.
THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES, PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION.
6.
PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE IN CONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OF THE CONTRACTOR.
7.
8.
ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY.
2. TOPSOIL - PLACE A MINIMUM OF 6 INCHES (REQUIRED) OF TOPSOIL ON ALL DISTURBED SURFACES. FINE GRADE TO ESTABLISH THE DESIGN ELEVATIONS AND DRAINAGE PATTERNS. OBTAIN OWNER'S REPRESENTATIVE APPROVAL PRIOR TO SEEDING.
APPLICATION RATE SHALL BE DETERMINED BY CONTRACTOR TO ESTABLISH A "STAND" OF GRASS. THE CONTRACTOR SHALL SUBMIT MATERIAL AND APPLICATION SPECIFICATIONS TO THE OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO APPLICATION. 4. PLANT STOCK - PLANT MATERIALS SHALL BE IN ACCORDANCE WITH "AMERICAN STANDARD FOR NURSERY STOCK". THE CONTRACTOR SHALL SUBMIT PLANT MATERIAL SPECIFICATIONS TO THE OWNER'S ON-SITE REPRESENTATIVE FOR APPROVAL PRIOR TO DELIVERY TO THE SITE. 5. PLANT LOCATIONS - THE PLANT LOCATIONS DEPICTED ON THE PLAN MAY BE FIELD ADJUSTED (SO THEY DO NOT INTERFERE WITH UTILITIES) AND TO THE SATISFACTION OF OWNER'S REPRESENTATIVE. 6. PLANTING BEDS - PROVIDE TWELVE INCHES (12") OF TOPSOIL, WEED FABRIC (AS DIRECTED BY OWNER), AND THREE INCHES (3") OF MULCH AT PLANTING BEDS, UNLESS SPECIFIED OTHERWISE ON DRAWINGS.
4.
THE MAXIMUM LIFT THICKNESS UNDER PAVEMENTS, WALKS, AND STRUCTURAL FILLS SHALL BE 12 INCHES. HAND OPERATED COMPACTION FILLS SHALL NOT EXCEED 6 INCHES.
5.
THE OWNER'S REPRESENTATIVE MAY REQUEST A PROOF ROLL (I.E. LOADED TEN WHEELER)
ITHACA LOCATION
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
1.1 PROPERTY OWNER - HEGEDORN FAMILY PARTNERSHIP LP 1.2 PROPERTY ADDRESS - 964 RIDGE ROAD WEBSTER NY, 14580
www.marathoneng.com
1.3 TAX ACCOUNT - 079.15-1-1.1
2. ZONING REGULATIONS: 2.1 ZONING DISTRICT - HIGH INTENSITY COMMERCIAL (HC) 2.2 CODE REQUIREMENTS - TABLE OF REQUIREMENTS REQ. MIN. LOT AREA: 2 AC MAX LOT COVERAGE: 20% TOTAL GROUND COVERAGE: 67% MIN. LOT WIDTH: MAX BUILDING HEIGHT: MIN. SETBACKS FRONT (RIDGE ROAD): FRONT (HARD ROAD): SIDE (NORTH): REAR (WEST): PARKING
THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE NUMBER OF TESTS AND RESPONSIBILITY. WE RECOMMEND IN EMBANKMENT AREAS ONE PER LIFT AND/OR ONE PER 1,000 CUBIC YARDS.
CONSTRUCTION STORAGE - STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED AND
1. GENERAL:
STANDARD ABBREVIATIONS
PROCTOR METHOD ASTM D-1557: l 95% UNDER PAVEMENTS, WALKS, AND IN STRUCTURAL FILL AREAS l 85% IN REMAINING AREAS
PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPT FREE OF FOREIGN
SECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON-SITE REPRESENTATIVE.
3. SEED - LAWN AREAS SHALL BE HYDROSEEDED WITH AN APPROVED: SEED MIXTURE, MULCH, AND FERTILIZER. THE
MAINTENANCE, AND TIME TO ESTABLISH NEW TURF AND LANDSCAPING ACCEPTANCE BY THE OWNER.
3. TESTING - THE FOLLOWING MAXIMUM DRY DENSITIES SHALL BE ACHIEVED AS MEASURED BY THE MODIFIED
MATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BY THE OWNER'S ON-SITE REPRESENTATIVE.
9.
THE CONTRACTOR IS RESPONSIBLE FOR: l ESTIMATE - COMPLETION OF A QUANTITY TAKEOFF TO DETERMINE THE VOLUME OF CUT, FILL, AND TOPSOIL.
1. GUARANTEE - THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE REQUIREMENTS,
COMPARE AND COORDINATE WITH INFORMATION PROVIDED BY THE DESIGN ENGINEER. l GRADE TOLERANCES - ESTABLISHING DESIGN SUBGRADE ELEVATIONS TO WITHIN ONE TENTH OF ONE FOOT (0.10') IN PAVEMENT AREAS (INCLUDING WALKS) AND TO WITHIN THIRTY-THREE HUNDREDTHS OF ONE FOOT (0.33') FOR ALL REMAINING AREAS. l COMPACTION - ACHIEVING THE SPECIFIED MINIMUM COMPACTION VALUES FOR EMBANKMENT/FILL AREAS. THE TERMS "FILL" AND EMBANKMENT" ARE INTERCHANGEABLE. l CUTS - ONCE EXCAVATIONS ARE SHAPED TO THE DESIGN GRADES THE AREAS SHALL BE PROTECTED TO ASSURE THAT THE INTEGRITY OF MATERIAL IS NOT COMPROMISED BY CONSTRUCTION VEHICLES AND/OR IMPROPER DRAINAGE. AREAS DETERMINED BY CONTRACTOR TO BE NOT SUITABLE FOR SUBGRADE PLACEMENT SHALL BE IMMEDIATELY REPORTED WHEN THE SUBGRADE IS ESTABLISHED TO OWNER'S REPRESENTATIVE. STABILIZATION MEASURES FOR CUT AREAS MAY BE CONSIDERED BY OWNER'S REPRESENTATIVE AS A CHANGE TO THE BASE CONTRACT.
THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS, WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE.
5.
RESTORATION AND LANDSCAPING
2.3 VARIANCES -
EX. 6.68 AC 41% 86%
PR. 6.68 AC 41% 81%
NOTES NO CHANGE NO CHANGE IMPROVING COVERAGE
200FT 50FT
456FT 16FT
456FT 29FT
NO CHANGE
150FT
43.1FT
57.1FT
IMPROVING EXISTING NON-CONFORMING
150FT 75FT 50FT ----
176.9FT 176.6FT 31.8FT 309SP
190.7FT 170.2FT 31.8FT 290SP
NO CHANGE
TO BE DETERMINED
3. PARCEL STATISTICS:
10. PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THE APPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BONDS AND INSURANCES AND THE OWNER IS RESPONSIBLE FOR PERMIT FEES UNLESS OTHERWISE STATED IN THE OWNER/ CONTRACTOR AGREEMENT
3.1 AREA - 6.68 ACRES
OF SUBGRADE AREAS PRIOR TO PLACEMENT OF SUBBASE MATERIALS. AREAS THAT "FAIL" SHALL BE REMOVED AND REPLACED TO ACHIEVE A PASSING SUBGRADE.
3.2 EXISTING CONDITIONS: EXISTING PLAZA WITH MULTIPLE TENANTS.
11. INTERIM CONDITIONS - THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS AND WITHIN PROJECT AREA TO A STABILIZED OUTLET THROUGHOUT THE CONSTRUCTION PERIOD. THIS MAY REQUIRE INTERIM GRADING, SHIMMING OF PAVEMENT ETC. THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
CONSTRUCTION 1.
2.
BOUNDARY INFORMATION WAS TAKEN FROM SHEET V1.0 PREPARED BY MARATHON ENGINEERING DATED 09/13/2023 AND IS SHOWN FOR GRAPHICAL REPRESENTATION ONLY.
3.
DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESS SPECIFICALLY CALLED OUT OTHERWISE.
4.
CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE "WORK LIMIT LINE" AS DEFINED ON THE PLAN. TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED AND FIELD VERIFIED WITH PROJECT ON-SITE REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF-SITE OR RETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BE REMOVED SHALL REMAIN.
6.
1.
THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP), WHICH INCLUDES THE "GRADING PLAN", "EROSION CONTROL PLAN", "EROSION CONTROL NOTES", ALONG WITH THE "DRAINAGE REPORT", DEFINES AND MEETS THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) LATEST STORM WATER REGULATIONS.
2.
ALL CONTRACTORS AND SUB-CONTRACTORS SHALL CERTIFY WITHIN THE SWPPP THAT THEY WILL IMPLEMENT AND MAINTAIN STORM WATER MANAGEMENT PRACTICES.
3.
EROSION CONTROL (EC) MEASURES INSTALLED AND MAINTAINED BY THE SITE WORK CONTRACTOR ARE SUBJECT TO THE REVIEW AND APPROVAL OF THE: MUNICIPALITY, DESIGN ENGINEER, NYSDEC, AND OWNER'S REPRESENTATIVE. IMMEDIATE ACTION BY THE CONTRACTOR SHALL BE TAKEN IF ADDITIONAL OR CORRECTIVE MEASURES ARE REQUIRED BY ANY ONE OF THESE CITED REVIEWERS. EROSION CONTROL MEASURES NOT SPECIFICALLY SHOWN ON CONTRACT DRAWINGS (I.E.., STRAW BALES, COLLARS, FABRICS, ETC.) SHALL BE INSTALLED AS WARRANTED BY FIELD CONDITIONS, AND AS DIRECTED BY THE AFOREMENTIONED REVIEWERS.
THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USING CONTROL PROVIDED ON THE "LAYOUT PLAN". THE BUILDING FOOTPRINT(S), DATED JULY 20, 2023 WERE PROVIDED BY ALVIN HAZLEWOOD ARCHITECT. DISCREPANCIES WITH BUILDING(S), CONTROL POINTS, AND/ OR TIE DIMENSIONS SHALL BE REPORTED TO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION AND CLARIFICATION.
5.
4.
AS DESIGN ENGINEER, OUR OFFICE HAS NOTIFIED THE OWNER OF THE INSPECTION REQUIREMENTS UNDER GP-0-20-001. DISTURBANCES OF 1.0 ACRE OR GREATER REQUIRE THAT THE OWNER FILE A NOTICE OF INTENT (NOI) AND A SWPPP WITH THE NYSDEC UNDER STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM (SPDES) GENERAL PERMIT #GP-0-20-001. THE REGULATIONS REQUIRE THAT A LICENSED PROFESSIONAL COMPLETE A WEEKLY INSPECTION (THROUGHOUT THE PERIOD OF LAND DISTURBANCE).
5.
THE APPROPRIATE EROSION CONTROL MEASURES AS DEFINED BY THE CONSTRUCTION DOCUMENTS SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES.
THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITE UTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS.
6.
TOPSOIL - UPON COMPLETION OF THE STRIPPING OPERATION, STOCKPILES SHALL BE STABILIZED IN
AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGING
7.
AREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREA/METHOD IS NOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON-SITE REPRESENTATIVE.
1.
2.
3.
ACCORDANCE TO NYSDEC REGULATIONS.
4.
UPON COMPLETION OF GRADING, SLOPES WITH A GRADIENT OF ONE FOOT VERTICAL TO THREE FEET
5.
6.
THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECT CLOSE-OUT TO THE SATISFACTION OF OWNER'S ON-SITE REPRESENTATIVE: l REMOVAL OF ANY CONSTRUCTION DEBRIS. l CLEANING PAVEMENT AND WALKWAY SURFACES. l RESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS. l PROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACT DOCUMENTS. l PROVIDING REDLINES FOR RECORD DRAWING. l COMPLETION OF FINAL PUNCH LIST ITEMS.
TOWN OF WEBSTER STANDARD DRAINAGE NOTES
HORIZONTAL (1 ON 3) OR GREATER SHALL BE: TOPSOILED, SEEDED, FERTILIZED AND MULCHED OR TREATED AS SPECIFIED ON CONTRACT DRAWINGS.
8. 7.
3.3 PROPOSED CONDITIONS: REHABILITATED PLAZA WITH UPGRADED FACADE, PARKING, INGRESS/EGRESS AND ADA IMPROVEMENTS.
EROSION CONTROL
9.
THE CONTRACTOR SHALL APPLY WATER AND/OR CALCIUM CHLORIDE, AS CONDITIONS WARRANT, TO CONTROL WIND BORN EROSION. THIS MEASURE APPLIES TO: HAUL ROADS, CUT AND FILL OPERATIONS, SUB-BASE AND ANY OTHER EXPOSED SURFACES.
OPERATION & MAINTENANCE - THROUGHOUT THE PERIOD OF CONSTRUCTION AND PRIOR TO ESTABLISHING FINAL GROUND COVER THE SITE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE TEMPORARY EROSION CONTROL MEASURES. FOR EXAMPLE, THE SILTATION FACILITIES SHALL BE RE-EXCAVATED WHEN THE VOLUME (3600 CUBIC FEET/DISTURBED ACRE) IS REDUCED BY ONE-HALF OR MORE OF ITS SPECIFIED CAPACITY AND/OR THE MATERIAL IS WITHIN ONE FOOT OF THE DISCHARGE POINT.
7.
8. 9.
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10. WORK STOPPAGE - ALL DISTURBED AREAS NOT TO BE WORKED WITHIN 14 DAYS MUST BE SEEDED WITHIN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA.
UTILITIES 1. STORM 1.1 REGULATIONS - STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST REGULATIONS OF THE MUNICIPALITY AND ALL THERMOPLASTIC PIPE SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D-2321.
1.2 MATERIALS - THE CONTRACTOR MAY USE THE FOLLOWING PIPE MATERIAL FOR THE MAIN SEWER AS ALLOWED BY THE MUNICIPALITY, PROVIDING THAT THE ROUGHNESS COEFFICIENT ("N" FACTOR) IS 0.013 OR BETTER: · REINFORCED CONCRETE PIPE (RCP), CLASS III · HIGH DENSITY CORRUGATED POLYETHYLENE PIPE (PE), AASHTO M-294, TYPE S, ASTM D-3350.
1.3 ROOF DRAINAGE - ALL ROOF DRAINAGE SHALL BE COLLECTED AND PIPED TO THE STORM SEWER SYSTEM UNLESS SPECIFIED OTHERWISE.
1.4 TESTING - UPON COMPLETION OF SYSTEM INSTALLATION, THE MAIN SEWER SYSTEM AND LEADS TO STRUCTURES SHALL BE FLUSHED AND LAMPED TO THE SATISFACTION OF THE MUNICIPALITY.
11.
11. TEMPORARY STABILIZATION - TEMPORARY STABILIZATION SHALL REQUIRE 4 TONS OF STRAW/ ACRE OF DISTURBANCE PLACED WITH TACKIFIER OR ROLLED WITH A TRACKED VEHICLE TO ENSURE NOT DISPLACED.
12. WINTER STABILIZATION - ALL WINTER STABILIZATION METHODS IDENTIFIED IN THE NYS 'BLUE BOOK' SHALL BE FOLLOWED FOR ANY DISTURBANCE OR NON-STABILIZED AREAS FROM NOVEMBER 15TH - APRIL 1ST.
13. SUBSOIL RESTORATION - ALL AREAS TO BE RESTORED AS LAWN SHALL BE RESTORED PER CHAPTER 5 (5.1.6) OF THE NEW YORK STATE STORMWATER DESIGN MANUAL AND THE SOIL RESTORATION TABLE (TABLE 5.3 SOIL RESTORATION REQUIREMENTS) SHOWN ON THE PLANS. THE PROJECT SOILS ARE HYDROLOGIC SOIL GROUP _ AND SHALL BE RESTORED AS SPECIFIED.
12. 13.
14.
15.
14. SEQUENCE - THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN THE FOLLOWING SEQUENCE UNLESS AUTHORIZED OTHERWISE AT PRE-CONSTRUCTION MEETING: l INSTALL PERIMETER SEDIMENT CONTROLS, I.E. EROSION FENCING. l INSTALL STABILIZED CONSTRUCTION ENTRANCE. l PROTECT VEGETATION TO REMAIN. l CLEAR/GRUB AND CONSTRUCT DIVERSIONARY SWALES, AND SEDIMENT BASINS. l COMPLETE CLEARING AND GRUBBING OPERATION. l PLACE EROSION CONTROL MEASURES AT TOPSOIL STOCKPILES AND STRIP TOPSOIL. l CONSTRUCT SWALES AND SILTATION DEVICES AS EARTHWORK OPERATIONS PROGRESS. l MAINTAIN EROSION CONTROL MEASURES AND PLACE ADDITIONAL MEASURES AS EARTHWORK AND UNDERGROUND UTILITIES ARE CONSTRUCTED. l RESTORE AREAS AS DEFINED BY CONTRACT DOCUMENTS. l REMOVE EROSION CONTROL MEASURES AS AREAS ARE REESTABLISHED WITH GROUND COVER.
16.
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18. 19.
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24.
25.
DRAINAGE, EROSION AND SEDIMENT CONTROL MEASURES AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACCEPTED ENGINEERING STANDARDS AND GUIDELINES AS OUTLINED IN THE DOCUMENT GUIDELINES FOR EROSION AND SEDIMENT CONTROL IN URBAN AREAS OF NEW YORK STATE, AVAILABLE FROM THE MONROE COUNTY SOIL CONSERVATION DISTRICT. THE BEST MANAGEMENT PRACTICES FOR STORMWATER RUNOFF MANAGEMENT, PREPARED BY THE IRONDEQUOIT BAY COORDINATING COMMITTEE, SHALL ALSO BE USED AS A REFERENCE DOCUMENT. AMONG THE ACCEPTABLE RANGE OF OPTIONS THAT CAN BE UTILIZED BY A DEVELOPER TO CONTROL DRAINAGE, EROSION AND SEDIMENTATION ON THE WORK SITE BOTH DURING AND AFTER PROJECT CONSTRUCTION ARE THOSE OUTLINED AND LABELED AS BEST MANAGEMENT PRACTICES FOR STORMWATER RUNOFF MANAGEMENT, PREPARED BY THE IRONDEQUOIT BAY COORDINATING COMMITTEE. THE APPLICANT SHALL ENSURE THAT THE RELEASE RATE AND, IF SOIL CONDITIONS PERMIT, THE VOLUME OF STORMWATER RUNOFF LEAVING A CONSTRUCTION SITE WILL NOT EXCEED THAT WHICH OCCURRED FROM THE AREA IN ITS UNDEVELOPED STATE FOR INTENSITIES AND DURATIONS OF RAINFALL ASSOCIATED WITH STORMS HAVING A TWENTY-FIVE-YEAR FREQUENCY. THE APPLICANT MUST DEMONSTRATE THE WATER QUALITY, EROSION AND SEDIMENTATION IMPACTS ON THE DOWNSTREAM WATERSHED FOR ANY ACTIVITY REQUIRING A PERMIT. RUNOFF WITH SUSPENDED SOIL SOLIDS SHALL BE RETAINED ON SITE FOR A SUFFICIENT LENGTH OF TIME SO AS TO ENSURE THAT SUCH RUNOFF IS AT LEAST 90% FREE OF SETTLEABLE SOIL SOLIDS WHEN IT LEAVES THE DEVELOPMENT SITE. EXCAVATION, GRADING, FILLING AND STRIPPING SHALL BE PERMITTED TO BE UNDERTAKEN ONLY IN SUCH LOCATIONS AND IN SUCH A MANNER AS TO MINIMIZE THE POTENTIAL OF EROSION AND SEDIMENTATION AND THE THREAT TO THE HEALTH, SAFETY AND GENERAL WELFARE OF NEIGHBORING PROPERTY OWNERS AND THE GENERAL PUBLIC. THE CONTROL OF EROSION AND SEDIMENT SHALL BE A CONTINUOUS PROCESS UNDERTAKEN PRIOR TO, DURING AND AFTER SITE PREPARATION AND CONSTRUCTION, TO INCLUDE ANY GRADING, CLEARING, FILLING, ROAD CONSTRUCTION, UTILITY CONSTRUCTION OR BUILDING CONSTRUCTION. THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED BY SITE PREPARATION AT ANY GIVEN TIME. THE EXPOSURE OF AREAS BY SITE PREPARATION SHALL BE KEPT TO THE SHORTEST PRACTICAL PERIOD OF TIME PRIOR TO THE CONSTRUCTION OF STRUCTURES OR IMPROVEMENTS OR THE RESTORATION OF THE EXPOSED AREAS TO AN ATTRACTIVE NATURAL CONDITION. MULCHING OR TEMPORARY VEGETATION SUITABLE TO THE SITE SHALL BE USED WHERE NECESSARY TO PROTECT AREAS EXPOSED BY SITE PREPARATION, AND PERMANENT VEGETATION WHICH IS WELL ADAPTED TO THE SITE SHALL BE INSTALLED AS SOON AS PRACTICAL. WHERE SLOPES ARE TO BE REVEGETATED IN AREAS EXPOSED BY SITE PREPARATION, THE SLOPES SHALL NOT BE OF SUCH STEEPNESS THAT VEGETATION CANNOT BE READILY ESTABLISHED OR THAT PROBLEMS OF EROSION OR SEDIMENTATION MAY RESULT. SITE PREPARATION AND CONSTRUCTION SHALL NOT ADVERSELY AFFECT THE FREE FLOW OF WATER BY ENCROACHING ON, BLOCKING OR RESTRICTING WATERCOURSES. ALL FILL MATERIAL SHALL BE OF A COMPOSITION SUITABLE FOR THE ULTIMATE USE OF THE FILL, FREE OF RUBBISH AND CAREFULLY RESTRICTED IN ITS CONTENT OF BRUSH, STUMPS, TREE DEBRIS, ROCKS, FROZEN MATERIAL AND SOFT OR EASILY COMPRESSIBLE MATERIAL. FILL MATERIAL SHALL BE COMPACTED SUFFICIENTLY TO PREVENT PROBLEMS OF EROSION, AND WHERE THE MATERIAL IS TO SUPPORT STRUCTURES, IT SHALL BE COMPACTED TO A MINIMUM OF 90% OF STANDARD PROCTOR WITH PROPER MOISTURE CONTROL. ALL TOPSOIL WHICH IS EXCAVATED FROM A SITE SHALL BE STOCKPILED AND USED FOR THE RESTORATION OF THE SITE AND SUCH STOCKPILES, WHERE NECESSARY, SHALL BE SEEDED OR OTHERWISE TREATED TO MINIMIZE THE EFFECTS OF EROSION. PRIOR TO, DURING AND AFTER SITE PREPARATION AND CONSTRUCTION, AN INTEGRATED DRAINAGE SYSTEM SHALL BE PROVIDED WHICH AT ALL TIMES MINIMIZES EROSION, SEDIMENT, HAZARDS OF SLOPE INSTABILITY AND ADVERSE EFFECTS ON NEIGHBORING PROPERTY OWNERS. THE NATURAL DRAINAGE SYSTEM SHALL GENERALLY BE PRESERVED IN PREFERENCE TO MODIFICATIONS OF THIS SYSTEM, EXCEPTING WHERE SUCH MODIFICATIONS ARE NECESSARY TO REDUCE LEVELS OF EROSION AND SEDIMENT AND ADVERSE EFFECTS ON NEIGHBORING PROPERTY OWNERS. ALL DRAINAGE SYSTEMS SHALL BE DESIGNED TO HANDLE ADEQUATELY ANTICIPATED FLOWS BOTH FROM WITHIN THE SITE AND FROM THE ENTIRE UPSTREAM DRAINAGE BASIN. SUFFICIENT GRADES AND DRAINAGE FACILITIES SHALL BE PROVIDED TO PREVENT THE PONDING OF WATER, UNLESS SUCH PONDING IS PROPOSED WITHIN SITE PLANS, IN WHICH EVENT THERE SHALL BE SUFFICIENT WATER FLOW TO MAINTAIN PROPOSED WATER LEVELS AND AVOID STAGNATION. THERE SHALL BE PROVIDED, WHEREVER NECESSARY TO MINIMIZE EROSION AND SEDIMENT ON THE SITE AS WELL AS DOWNSTREAM, WITHIN THE DRAINAGE BASIN SUCH MEASURES AS BENCHES, BERMS, TERRACES, DIVERSIONS, SWALES, RIPRAP CATCH BASINS, SLOPE DRAINS, SEDIMENT FILTERS AND TRAPS AND SEDIMENT, DEBRIS AND RETENTION BASINS. DRAINAGE SYSTEMS, PLANTINGS AND OTHER EROSION OR SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED AS FREQUENTLY AS NECESSARY TO PROVIDE ADEQUATE PROTECTION AGAINST EROSION AND SEDIMENT AND TO ENSURE THAT THE FREE FLOW OF WATER IS NOT OBSTRUCTED BY THE ACCUMULATION OF SILT, DEBRIS OR OTHER MATERIAL OR BY STRUCTURAL DAMAGE. IF TEMPORARY SEDIMENT BASINS ARE USED, THE DETENTION STORAGE SHALL BE CALCULATED ON THE BASIS OF THE TWENTY-FIVE-YEAR FREQUENCY RAINFALL FOR THE AFFECTED AREA. IF PERMANENT SEDIMENT BASINS OR STORAGE FACILITIES ARE USED, THE RETENTION VOLUME SHALL BE ABLE TO HANDLE THE RUNOFF OF A ONE-HUNDRED-YEAR RAINFALL FOR ANY AND ALL DURATIONS FROM THE PROPOSED DEVELOPMENT SITE. THE DEVELOPER SHALL BE RESPONSIBLE FOR MINIMIZING THE TRACKING OF MUD ONTO EXISTING ROADS. ROADS SHALL BE SCRAPED AND BROOMED CLEAR OF MUD, IF AT ALL FEASIBLE, AT THE END OF EACH WORKING DAY, AS REQUIRED. THE TOWN OF WEBSTER RESERVES THE RIGHT TO INCLUDE IN ANY REQUIRED GUARANTY OF PERFORMANCE OR LETTER OF CREDIT AN ALLOWANCE TO COVER THE ESTIMATED COSTS OF SUCH DUST AND MUD CONTROL ACTIVITIES. THE DRAINAGE SYSTEM BEING DEVELOPED WITHIN THE PROPOSED DEVELOPMENT SITE SHALL HAVE THE CAPACITY TO HANDLE FLOWS FROM UPSTREAM AREAS THROUGH THE SITE BASED ON THE FOLLOWING GUIDELINES: 24.1. FOR THOSE MAJOR WATERCOURSES WITH A TRIBUTARY DRAINAGE AREA IN EXCESS OF SEVEN SQUARE MILES, THE ULTIMATE CHANNEL SHALL BE DESIGNED FOR AN AVERAGE RECURRENCE INTERVAL OF 100 YEARS. 24.2. FOR THOSE MAJOR WATERCOURSES WITH A TRIBUTARY DRAINAGE AREA BETWEEN SEVEN SQUARE MILES AND FOUR SQUARE MILES, THE FINAL CHANNEL SHALL BE DESIGNED FOR AN AVERAGE RECURRENCE INTERVAL OF 50 YEARS. 24.3. SECONDARY WATERCOURSES, DEFINED AS THOSE WITH A TRIBUTARY DRAINAGE AREA OF BETWEEN ONE AND FOUR SQUARE MILES, SHALL HAVE THE FINAL CHANNEL DESIGNED FOR AN AVERAGE RECURRENCE INTERVAL OF 25 YEARS. 24.4. MINOR WATERCOURSES, DEFINED AS THOSE WITH A TRIBUTARY DRAINAGE AREA OF ONE SQUARE MILE OR LESS, SHALL HAVE THE FINAL CHANNEL DESIGNED FOR AN AVERAGE RECURRENCE INTERVAL OF 10 YEARS. INTERMITTENT (RUNOFF EVENT) DISCHARGES FROM DEVELOPMENT SITES TO STREAMS SHALL MEET APPLICABLE FEDERAL, STATE AND COUNTY STANDARDS RELATING TO POLLUTION CONTROL.
SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE
BY
TOWN OF WEBSTER
THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BY
PRIOR TO START OF EARTHWORK OPERATIONS THE CONTRACTOR SHALL COMPLETE THE FOLLOWING APPLICABLE ITEMS AS DEFINED BY CONTRACT DOCUMENTS: l SITE DEMOLITION - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; STRUCTURES, UTILITIES, PAVEMENTS, ETC. l CLEARING AND GRUBBING - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; TREES, BRUSH, STUMPS, ETC. l TOPSOIL STRIPPING - STRIP AND STOCKPILE TOPSOIL FOR REUSE. EXCESS TOPSOIL MAY BE REMOVED FROM SITE WITH APPROVAL BY OWNER AND MUNICIPALITY.
964 RIDGE ROAD (NYS ROUTE 404) MONROECOUNTY STATE OFNEW YORK
1.
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0
PROJECT STATISTICS
HEGEDORN'S PLAZA REDEVELOPMENT
2.
THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL "C" SERIES DRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE. THE BUILDING ENVELOPE INCLUDES ALL AREA WITHIN 5' OUTSIDE OF THE BUILDING'S EXTERIOR WALL.
PRELIMINARY/FINAL SITE PLANS for
1.
ROCHESTER LOCATION
EARTHWORK
1596-23 1"=30' RLB MT 09/13/2023 REVISION
10/02/23 RLB RESPONSE TO WEBSTER COMMENTS
10/18/23 RLB RESPONSE TO PRC COMMENTS
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTIONOFTHEALTERATION.
COPYRIGHT ã 2023 MARATHON ENG.
ROBERT P. BRINGLEY
DRAWING TITLE:
PROJECT NOTES ABREVIATIONS & SPECIFICATIONS 1 of 7 SHEET No:
C0.1
1596-23 JOB No:
DRAWING No:
ROCHESTER LOCATION
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0
PRELIMINARY/FINAL SITE PLANS for
ITHACA LOCATION
HEGEDORN'S PLAZA REDEVELOPMENT
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
ADJACENT PROPERTY LINE PROJECT PROPERTY LINE EASEMENT LINE EXISTING GAS MAIN & VALVE EXISTING ELECTRIC CONDUIT & STRUCTURE EXISTING STORM MAIN, MANHOLE, AND INLET EXISTING SANITARY MAIN & MANHOLE EXISTING WATER MAIN, VALVE, & HYDRANT EXISTING CONTOUR DEMOLISH UTILITY TREE REMOVAL
SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE
BY
TOWN OF WEBSTER
LEGEND:
964 RIDGE ROAD (NYS ROUTE 404) MONROECOUNTY STATE OFNEW YORK
NOR T
H
www.marathoneng.com
1596-23 1"=30' RLB MT 09/13/2023 REVISION
10/02/23 RLB RESPONSE TO WEBSTER COMMENTS
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTIONOFTHEALTERATION.
COPYRIGHT ã 2023 MARATHON ENG.
ROBERT P. BRINGLEY
DRAWING TITLE:
EXISTING CONDITIONS AND DEMOLITION PLAN 2 of 7 SHEET No:
V1.0
1596-23 JOB No:
DRAWING No:
ROCHESTER LOCATION
ADJACENT PROPERTY LINE
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0
PROJECT PROPERTY LINE EASEMENT LINE
WATER MAIN WITH HYDRANT & GATE VALVE PROPOSED PARKING SPACE COUNT CURB CENTERLINE OF SWALE OVERHEAD WIRE AND UTILITY POLE
SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE
BY
TOWN OF WEBSTER
SANITARY SEWER WITH MANHOLE
H
www.marathoneng.com
964 RIDGE ROAD (NYS ROUTE 404) MONROECOUNTY STATE OFNEW YORK
STORM SEWER, MANHOLE & FIELD/DROP INLET
NORT
LIGHT POLE
HEGEDORN'S PLAZA REDEVELOPMENT
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
SIGN EXISTING POWER POLE
PRELIMINARY/FINAL SITE PLANS for
ITHACA LOCATION
HIGHWAY BOUNDARY (RIGHT OF WAY LINE)
1596-23 1"=30' RLB MT 09/13/2023 REVISION
10/02/23 RLB RESPONSE TO WEBSTER COMMENTS
10/18/23 RLB RESPONSE TO PRC COMMENTS
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTIONOFTHEALTERATION.
COPYRIGHT ã 2023 MARATHON ENG.
ROBERT P. BRINGLEY
DRAWING TITLE:
LAYOUT AND UTILITY PLAN
3 of 7 SHEET No:
C1.0
1596-23 JOB No:
DRAWING No:
ADJACENT PROPERTY LINE
ROCHESTER LOCATION
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0
PROJECT PROPERTY LINE STORM SEWER, MANHOLE & FIELD/DROP INLET
PRELIMINARY/FINAL SITE PLANS for
ITHACA LOCATION
CENTERLINE OF SWALE
PROPOSED MAJOR CONTOUR
HEGEDORN'S PLAZA REDEVELOPMENT
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
EXISTING CONTOUR
EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION
NORT H
EXISTING POWER POLE
SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE
BY
TOWN OF WEBSTER
DRAINAGE FLOW ARROW
964 RIDGE ROAD (NYS ROUTE 404) MONROECOUNTY STATE OFNEW YORK
www.marathoneng.com
PROPOSED MINOR CONTOUR
1596-23 1"=30' RLB MT 09/13/2023 REVISION
10/02/23 RLB RESPONSE TO WEBSTER COMMENTS
10/18/23 RLB RESPONSE TO PRC COMMENTS
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTIONOFTHEALTERATION.
COPYRIGHT ã 2023 MARATHON ENG.
ROBERT P. BRINGLEY
DRAWING TITLE:
GRADING AND EROSION CONTROL PLAN 4 of 7 SHEET No:
C2.0
1596-23 JOB No:
DRAWING No:
ROCHESTER LOCATION
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0
PRELIMINARY/FINAL SITE PLANS for
ITHACA LOCATION
HEGEDORN'S PLAZA REDEVELOPMENT
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
SUGGESTED THAT ALL PLANTING AREAS BE DUG OUT BETWEEN BUILDING, WALLS, CURBS TO MINIMUM DEPTH OF 3.5', BACKFILLED WITH A 50 50 MIX OF WELL DECOMPOSED COMPOST & TOPSOIL (SANDY) LOAM
·
SUGGESTED THAT MULCH BE 3" OF SHREDDED HARDWOOD PLACE DON TOP OF A WEED BARRIER AS OPPOSED TO AS STONE PRODUCT. SUN REFLECTION OF BUILDING AND HEAT OF PAVEMENT MAKE THIS A DIFFICULT ENVIRONMENT TO SUSTAIN HEALTH PLANTS.
LEGEND:
SCALE: DRAWN: DESIGNED: DATE: REVISIONS DATE
BY
TOWN OF WEBSTER
·
NOR TH
LANDSCAPING NOTES:
964 RIDGE ROAD (NYS ROUTE 404) MONROECOUNTY STATE OFNEW YORK
www.marathoneng.com
1596-23 1"=30' RLB MT 09/13/2023 REVISION
10/02/23 RLB RESPONSE TO WEBSTER COMMENTS
10/18/23 RLB RESPONSE TO PRC COMMENTS
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTIONOFTHEALTERATION.
COPYRIGHT ã 2023 MARATHON ENG.
ROBERT P. BRINGLEY
DRAWING TITLE:
LANDSCAPING & LIGHTING PLAN
5 of 7 SHEET No:
C3.0
1596-23 JOB No:
DRAWING No:
ROCHESTER LOCATION
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0
PRELIMINARY/FINAL SITE PLANS for
ITHACA LOCATION
HEGEDORN'S PLAZA REDEVELOPMENT
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
CONCRETE SIDEWALK DROP/ FIELD INLET
SCALE: DRAWN: DESIGNED: DATE: REVISIONS
CONCRETE CURB WITH SIDEWALK BEHIND
DATE
CONNECT TO EXISTING STORM STRUCTURE
BY
TOWN OF WEBSTER
PAVEMENT SECTION
964 RIDGE ROAD (NYS ROUTE 404) MONROECOUNTY STATE OFNEW YORK
www.marathoneng.com
PAVEMENT MATCH
1596-23 1"=30' RLB MT 09/13/2023 REVISION
10/02/23 RLB RESPONSE TO WEBSTER COMMENTS
10/18/23 RLB RESPONSE TO PRC COMMENTS
SILT FENCE
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTIONOFTHEALTERATION.
COPYRIGHT ã 2023 MARATHON ENG.
CONCRETE CURB WITH LAWN/ PLANTER BEHIND £ <
£
ROBERT P. BRINGLEY
<
DRAWING TITLE:
CONSTRUCTION DETAILS (SHEET 1 OF 2)
STORM TRENCH PERFORATED PIPE CURB TRANSITION
6 of 7
RESERVED PARKING AND SIGNAGE
SHEET No:
C4.0
1596-23 JOB No:
DRAWING No:
ROCHESTER LOCATION
39 CASCADE DRIVE ROCHESTER, NY 14614 5 8 5 - 4 5 8 - 7 7 7 0
PRELIMINARY/FINAL SITE PLANS for
ITHACA LOCATION
HEGEDORN'S PLAZA REDEVELOPMENT
840 HANSHAW RD, STE 6 ITHACA, NY 14850 6 0 7 - 2 4 1 - 2 9 1 7
DROP INLET PROTECTION
EXCESS SOCK MATERIAL TO BE DRAWN IN AND TIED OFF TO 2x2 WOODEN STAKE, (TYP.)
CURB
LIGHT BASE
CURB
WALL SECTION
WIRE TIES, (TYP.) STORM GRATE SILT SOCK
SCALE: DRAWN: DESIGNED: DATE: REVISIONS
STORM GRATE SILT SOCK
DRAIN INLET PLAN
CURBSIDE OPTION "A" PLAN
DECIDUOUS PLANTINGS
DATE
CURBSIDE OPTION "B" PLAN
CURB
CATCH BASIN
DRAIN INLET SECTION
1596-23 1"=30' RLB MT 09/13/2023 REVISION
10/02/23 RLB RESPONSE TO WEBSTER COMMENTS
EXCESS SOCK MATERIAL TO BE DRAWN IN AND TIED OFF TO 2x2 WOODEN STAKE SILT SOCK
SILT SOCK
BY
TOWN OF WEBSTER
TREE PROTECTION
964 RIDGE ROAD (NYS ROUTE 404) MONROECOUNTY STATE OFNEW YORK
www.marathoneng.com
10/18/23 RLB RESPONSE TO PRC COMMENTS
SECURE SOCK TO GRATE WITH RUBBER TIE DOWNS
CATCH BASIN
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER IN ANY WAY, AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR. IF AN ITEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTIONOFTHEALTERATION.
COPYRIGHT ã 2023 MARATHON ENG.
CURBSIDE SECTION
1. USE FILTREXX® SILTSOXX™ OR APPROVED EQUAL. 2. FILTER MEDIA™ FILL TO MEET APPLICATION REQUIREMENTS. 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER.
PAVED SURFACE INLET PROTECTION ROBERT P. BRINGLEY
SHRUB PLANTINGS
STONE CHECK DAM
ACCESS RAMP
DRAWING TITLE:
CONSTRUCTION DETAILS (SHEET 2 OF 2) 7 of 7 SHEET No:
C4.1
1596-23 JOB No:
DRAWING No: