1714 24 Prelim Final Site Plans

COPYRIGHT © 2024 | MARATHON ENGINEERING

PRELIMINARY/FINAL SITE PLANS or

THE HUMAN BEAN DRIVE THRU RESTAURANT

2195 EMPIRE BLVD

STTUATE IN:

TOWN OF WEBSTER - MONROE COUNTY - STATE OF NEW YORK

PROJECT

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LOCATION MAP

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MARATHON

ENGINEERING

ROCHESTER LOCATION

39 CASCADE DRIVE

ROCHESTER, NY 14614

585-45 8-777 0 ITHACA LOCATION

840 HANSHAW RD, STE 6 ITHACA, NY 14850 607-241-2917

www.marathoneng.com

LIST OF DRAWINGS

No. |IDWG. No. |Description

1 |CO.1 NOTES, INFORMATION & SPECIFICATIONS 2 {V1.0 EXISTING CONDITIONS

3 |C1.0 LAYOUT & UTILITIES PLAN

4 |C2.0 GRADING & EROSION CONTROL PLAN

5 |C3.0 LIGHTING & LANDSCAPING PLAN

6 |C4.0 CONSTRUCTION DETAILS (1 OF 2)

7 |C5.1 CONSTRUCTION DETAILS (2 OF 2)

NOTES, INFORMATION AND SPECIFICATIONS

GENERAL

10.

11.

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

CONSTRUCTION

1.

5.

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 e 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.

EARTHWORK

1. PREPARATION - PRIOR TO START OF EARTHWORK OPERATIONS THE CONTRACTOR SHALL COMPLETE THE FOLLOWING APPLICABLE ITEMS AS DEFINED BY CONTRACT DOCUMENTS:

e SITE DEMOLITION - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; STRUCTURES, UTILITIES, PAVEMENTS, ETC.

e CLEARING AND GRUBBING - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; TREES, BRUSH, STUMPS, ETC.

e TOPSOIL STRIPPING - STRIP AND STOCKPILE TOPSOIL FOR REUSE. EXCESS TOPSOIL MAY BE REMOVED FROM SITE WITH APPROVAL BY OWNER AND MUNICIPALITY.

2. RESPONSIBILITY - THE CONTRACTOR IS RESPONSIBLE FOR:

@ ESTIMATE - COMPLETION OF A QUANTITY TAKEOFF TO DETERMINE THE VOLUME OF CUT, FILL, AND TOPSOIL. COMPARE AND COORDINATE WITH INFORMATION PROVIDED BY THE DESIGN ENGINEER.

e 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.

e COMPACTION - ACHIEVING THE SPECIFIED MINIMUM COMPACTION VALUES FOR EMBANKMENTI/FILL AREAS. THE TERMS "FILL" AND EMBANKMENT" ARE INTERCHANGEABLE.

e@ 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.

3. TESTING - THE FOLLOWING MAXIMUM DRY DENSITIES SHALL BE ACHIEVED AS MEASURED BY THE MODIFIED PROCTOR METHOD ASTM D-1557: @ 95% UNDER PAVEMENTS, WALKS, AND IN STRUCTURAL FILL AREAS @ 85% IN REMAINING AREAS

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.

4. LIFT THICKNESS - THE MAXIMUM LIFT THICKNESS UNDER PAVEMENTS, WALKS, AND STRUCTURAL FILLS SHALL BE 12 INCHES. HAND OPERATED COMPACTION FILLS SHALL NOT EXCEED 6 INCHES.

5. PROOF ROLLING - THE OWNER'S REPRESENTATIVE MAY REQUEST A PROOF ROLL (I.E. LOADED TEN WHEELER) OF SUBGRADE AREAS PRIOR TO PLACEMENT OF SUBBASE MATERIALS. AREAS THAT "FAIL" SHALL BE REMOVED AND REPLACED TO ACHIEVE A PASSING SUBGRADE.

EROSION CONTROL

1. INSPECTION - 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.

2. PRE-CONSTRUCTION - THE APPROPRIATE EROSION CONTROL MEASURES AS DEFINED BY THE CONSTRUCTION DOCUMENTS SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES.

3. TOPSOIL - UPON COMPLETION OF THE STRIPPING OPERATION, STOCKPILES SHALL BE STABILIZED IN ACCORDANCE TO NYSDEC REGULATIONS.

4. SLOPES - UPON COMPLETION OF GRADING, SLOPES WITH A GRADIENT OF ONE FOOT VERTICAL TO THREE FEET HORIZONTAL (1 ON 3) OR GREATER SHALL BE: TOPSOILED, SEEDED, FERTILIZED AND MULCHED OR TREATED AS SPECIFIED ON CONTRACT DRAWINGS.

5. DUST - 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.

6. 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. 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.

8. 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.

9. 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.

10. 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 D AND SHALL BE RESTORED AS SPECIFIED.

11. SEQUENCE - THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN THE FOLLOWING SEQUENCE UNLESS AUTHORIZED OTHERWISE AT PRE-CONSTRUCTION MEETING: e@ INSTALL PERIMETER SEDIMENT CONTROLS, I.E. EROSION FENCING. INSTALL STABILIZED CONSTRUCTION ENTRANCE. PROTECT VEGETATION TO REMAIN. CLEAR/GRUB AND CONSTRUCT DIVERSIONARY SWALES, AND SEDIMENT BASINS. COMPLETE CLEARING AND GRUBBING OPERATION. PLACE EROSION CONTROL MEASURES AT TOPSOIL STOCKPILES AND STRIP TOPSOIL. CONSTRUCT SWALES AND SILTATION DEVICES AS EARTHWORK OPERATIONS PROGRESS. MAINTAIN EROSION CONTROL MEASURES AND PLACE ADDITIONAL MEASURES AS EARTHWORK AND UNDERGROUND UTILITIES ARE CONSTRUCTED. RESTORE AREAS AS DEFINED BY CONTRACT DOCUMENTS. @ REMOVE EROSION CONTROL MEASURES AS AREAS ARE REESTABLISHED WITH GROUND COVER.

RESTORATION AND LANDSCAPING

1. GUARANTEE - THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE REQUIREMENTS, MAINTENANCE, AND TIME TO ESTABLISH NEW TURF AND LANDSCAPING ACCEPTANCE BY THE OWNER.

PROJECT STATISTICS

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. 1.

3. SEED - LAWN AREAS SHALL BE HYDROSEEDED WITH AN APPROVED: SEED MIXTURE, MULCH, AND FERTILIZER. THE 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. 2.

STANDARD ABBREVIATIONS

AC. ACRE Ls LUMP SUM

A.O.B.E. | AS ORDERED BY ENGINEER LT. LEFT

ASPH. ASPHALT B. MAILBOX

AZ. AZIMUTH 0. MIDDLE ORDINATE

B BASELINE MON. MONUMENT OR MONTH

BM BENCHMARK MCGS MONRGE COUNTY GEODETIC SURVEY CENTERLINE M.H. MANHOLE

CLF CHAIN LINKED FENCE NEC. ECESSARY

C.O. CLEAN—OUT N.C. NOT-IN~ CONTRACT

CONC. CONCRETE NTS NoT TO SCALE

CPP CORRUGATED POLYETHYLENE PIPE N/F NOW _OR_ FORMERLY

CSP. CORRUGATED STEEL PIPE PAV'T. PAVEMENT

COV. COVER PE POLYETHYLENE PIPE

CB CURB BOX PPE PERFORATED POLYETHYLENE PIPE

CY CUBIC YARD PC POINT OF CURVATURE

OD. DEGREE OF CURVE Pl POINT OF INTERSECTION

DIA. DIAMETER PT POINT OF TANGENCY

DI DROP INLET PVC POINT OF VERTICAL CURVATURE

D.I.P. DUCTILE IRON PIPE PVI POINT OF VERTICAL INTERSECTION

EA. EACH PVT POINT OF VERTICAL TANGENCY

EIC ENGINEER _IN CHARGE PP. POWER POLE

ELEV. ELEVATION PROPERTY LINE

EP. EDGE OF PAVEMENT R. RADIUS

FF FINISH FLOOR = FINISH FLOOR ELEVATION RCP REINFORCED CONCRETE PIPE

FI FIELD INLET RG&E. ROCHESER GAS AND ELECTRIC.

FR. FRAME R.O.W. RIGHT—OF —WAY 3.

FP FINISH PAD = GARAGE FLOOR ELEVATION RT. RIGHT

FT. FEET. RTC ROCHESTER TELEPHONE COMPANY

G GAS MAIN SA. SANITARY SEWER

GAL. GALLON ST. STORM SEWER

GR. GRAVEL STA. STATION

G.R. GUIDE RAIL STY. STORY

HCL HORIZONTAL CONTROL LINE SY SQUARE YARD

HYD. HYDRANT qT. TANGENT DISTANCE

INV. INVERT. TGL THEORETICAL GRADE LINE

IP IRON PIPE OR IRON PIN TYP. TYPICAL

L. LENGTH OR LENGTH OF CURVE VC VERTICAL CURVE

LF UNEAR FEET VTP VITRIFIED TILE PIPE

LP LIGHT POST (PRIVATE) A CENTRAL ANGLE

TOWN OF WEBSTER STANDARD DRAINAGE NOTES

o

10.

11.

12.

13.

15.

16.

17.

18.

19.

20.

21.

22,

23.

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.

MOISTURE GONTREL-

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.

1.3 PROPERTY ADDRESS - 2795 EMPIRE BLVD T. WEBSTER, 14580

1.4 TAX ACCOUNT - TM#78.2-1-75 ZONING REGULATIONS: 2.1 ZONING DISTRICT - MC - MEDIUM INTENSITY COMMERCIAL DISTRICT

2.2 CODE REQUIREMENTS -

REQUIRED EXISTING PROPOSED

MIN, LOT AREA: 45,000 SF 47,916 SF 47,916 SF MAX LOT COVERAGE: 20% 2% 3.7% MIN. LOT WIDTH: 150 FT 227.80 FT 227.80 FT MAX BUILDING HEIGHT: 35 FT 25 FT 20 FT SETBACKS (PROPERTY HAS FRONTS ON TWO ROADWAYS)

* PROPOSED PROJECT WILL HAVE SEPARATE PARKING FROM THE EXISTING ABBOTTS.

2.3 VARIANCES - NO VARIANCES ARE REQUESTED FOR THIS PROJECT PARCEL STATISTICS:

3.1 AREA - 0.667 AC

3.2 EXISTING CONDITIONS: OPEN FIELD / SHED (TO BE DEMOLISHED)

3.3 PROPOSED CONDITIONS: A DRIVE-THRU COFFEE AND SMOOTHIE CAFE ACCESSIBLE VIA GRAVEL ROAD WITH A SOUTHERN ACCESS TO THE EXISTING ABBOTTS PARKING LOT.

MONROE COUNTY DOT GENERAL NOTES

1. THE CONTRACTOR SHALL MAINTAIN TRAFFIC THROUGHOUT THE DURATION OF THE CONTRACT IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 619 OF THE STANDARD SPECIFICATIONS, THE TRAFFIC CONTROL REQUIREMENTS CONTAINED IN THE PLANS AND/OR PROPOSAL OF THIS CONTRACT, APPLICABLE NYSDOT STANDARD SHEETS, AND THE NATIONAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, THE NEW YORK STATE SUPPLEMENT, AND ALL APPLICABLE ADDENDA, HEREIN TOGETHER KNOWN AS THE MUTCD.

2. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER, IN WRITING, PROPOSED REVISIONS TO THE TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL BY THE MONROE COUNTY DEPARTMENT OF TRANSPORTATION AT LEAST FIVE (5) WORKING DAYS PRIOR TO THE PLANNED IMPLEMENTATION OF SUCH PROPOSED REVISIONS, EXCEPT FOR CHANGES THAT ALTER THE SCOPE OF THE TRAFFIC CONTROL PLAN. SUCH CHANGES IN SCOPE MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL BY THE MONROE COUNTY DEPARTMENT OF TRANSPORTATION AT LEAST THIRTY (30) WORKING DAYS PRIOR TO IMPLEMENTATION.

3. THE TYPICAL DETAILS DEPICTED IN THESE PLANS, ON THE NYSDOT STANDARD SHEETS, AND IN THE MUTCD REFLECT MINIMUM REQUIREMENTS. FOR TYPICAL APPLICATIONS OF TRAFFIC CONTROL DEVICES IN CONSTRUCTION AREAS NOT SPECIFIED IN THE PLANS OR NYSDOT STANDARD SHEETS, THE PROVISIONS OF PART 6 OF THE MUTCD SHALL APPLY.

4. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A DETAILED SCHEDULE FOR EACH CONSTRUCTION STAGE PRIOR TO BEGINNING ANY WORK.

5S. PRIOR TO THE START OF ANY WORK OPERATIONS, ALL NECESSARY WORK ZONE TRAFFIC CONTROL AS REQUIRED BY THESE NOTES, SHOWN IN THE PLANS, OR AS ORDERED BY THE ENGINEER SHALL BE IN PLACE. THIS INCLUDES BUT IS NOT LIMITED TO, ALL SIGNS, SIGNALS, PAVEMENT MARKINGS, BARRIERS, DELINEATION, FLAGGERS, PAVEMENT MODIFICATIONS, AND ANY OTHER RELATED WORK.

6. IF AT ANY TIME THE ENGINEER DETERMINES THAT TRAFFIC IS NOT BEING PROPERLY MAINTAINED WITHIN THE WORK ZONE, THE CONTRACTOR SHALL IMMEDIATELY CORRECT THE INDICATED DEFICIENCY.

7. THE CONTRACTOR WILL NOT BE ALLOWED TO OCCUPY OR WORK ON OPPOSITE SIDES OF A ROADWAY IN OVERLAPPING LOCATIONS WHILE TRAFFIC IS BEING MAINTAINED ON THAT ROADWAY.

9. ALL ROADS WITHIN PROJECT LIMITS SHALL BE CLASSIFIED AS CONVENTIONAL ROADS FOR USE WITH THE MUTCD AND NYSDOT STANDARD SHEETS.

10. THE CONTRACTOR SHALL MAINTAIN POSITIVE STORM DRAINAGE THROUGHOUT ALL PHASES OF CONSTRUCTION.

MARATHON

ENGINEERING

ROCHESTER LOCATION

39 CASCADE DRIVE ROCHESTER, NY 14614 585-458-7770 ITHACA LOCATION 840 HANSHAW RD, STE 6 ITHACA, NY 14850 607-241-2917

www.marathoneng.com

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ITIS 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 (TEM BEARING THE SEAL OF A PROFESSIONAL ENGINEER OR LAND SURVEYOR 1S 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 DESCRIPTION Of THE ALTERATION.

/ DRAWING TITLE: >

NOTES, INFORMATION & SPECIFICATIONS

1 of 7 SHEET No: CO 1 1712-24

MON. FND

MON. q FND

NOTES

1. MAPPING - THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BY 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. e SANITARY SEWERS WERE PLOTTED DATA RECORDED IN THE FIELD BY MARATHON ENGINEERING ON 04/22/2024 WATER MAINS WERE PLOTTED FROM RECORD MAPS RECEIVED FROM MONROE COUNTY WATER AUTHORITY ON 04/15/2024 STORM SEWERS WERE PLOTTED FROM FIELD DATA RECORDED IN THE FIELD BY MARATHON ENGINEERING ON 04/22/2024 UNDERGROUND GAS SERVICES AND MAINS WERE PLOTTED FROM RECORD MAPS RECEIVED FROM RG&E ON 04/22/2024 UNDERGROUND ELECTRIC LINES WERE PLOTTED FROM RECORD MAPS RECEIVED FROM RG&E ON 04/22/2024

2. STAKEOUT - 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.

3. FLOODPLAIN - THE PROPERTY IS LOCATED IN ZONE 'X' AND IS NOT LOCATED GRAPHICALLY IN THE FLOODPLAIN AS SHOWN ON COMMUNITY PANEL No 36055C0228G, DATED 08/28/2008

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LORELEI ORAL PETTITT TED OD ND

MARATHON

ENGINEERING

ROCHESTER LOCATION

39 CASCADE DRIVE

ROCHESTER, NY 14614

585-458-7770 ITHACA LOCATION

840 HANSHAW RD, STE 6 ITHACA, NY 14850 607-241-2917

www.marathoneng.com

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REVISIONS

DATE | BY | REVISION

IIS 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 DESCRIPTION OF THE ALTERATION,

COPYRIGHT © 2024 MARATHON RNG.

\G ROBERT.

/ DRAWING TITLE:

EXISTING CONDITIONS

2 of 7 SHEET No: V 1 O 1712-24 \.__ JOB No: DRAWING No: _/

LEGEND:

ADJACENT PROPERTY LINE PROPERTY LINE

NEW PROPERTY LINE LEASE LINE

RIGHT OF WAY

SIGN

EXISTING POWER POLE

LIGHT POLE

EXISTING FENCE (DESCRIPTION)

PROPOSED PARKING SPACE COUNT

CURB

PROPOSED SIDEWALK

MARATHON

ENGINEERING

ROCHESTER LOCATION

39 CASCADE DRIVE

ROCHESTER, NY 14614

585-458-7770 {THACA LOCATION

840 HANSHAW RD, STE 6

ITHACA, NY 14850

607-241-2917

www.marathoneng.com

4% 4 4 \ \ \ \ \ \ \ \ \ \ \ \ \ \ x ‘ \ \ \,. \ . \ \ . \ \ ‘N, \ \. \. \ \ \ \ ay \ ‘ nw “a \ \ A < \ . MATCH TO EDGE OF \ \ \ o> \e PAVEMENT (TYP.) \c4.0 \ \ ‘ TOP 436.63 \ <—s ‘CONCRETE CURB (TyP,) |—§ 5 rac ? G40 \ RS 5 CAR STACKING a. .. BLOCK DUMPSTER ENCLOSURE 10- = i SPEAKER/ S-1.2 iS Ny | 2 ORDER BOARD 2’ $0 Zs0 /o» é RIM 429.80 e 4 2X2’ CATCH BASIN (TYP.) D INV 426.80 (SW) \C4.1) ' __ oe 25LF 12” PERF ST g1.008 ) 2’ SQ RiM 5 NE) BOLLARDS (rr) | LINV 426.55 (NE ; >. '\/IM 426.45 (SE) LS 6” CURB REVEAL AT PARKING SPACES 4 \ ‘\yr i B On, \ ! ~ = \ Fae pn Wn , => helene ~~ PROPOSED —— “& ‘<QUTDOOR\\ LEASE PARCEL LINE Ny SEATING \ \ ! EA --_ | 10’ SEATING BY OTHERS | 20 4. STORY | MASONRY | ee MULT STEM — | - 11_\ ADA PARKING SPACE ~—s _ ~ ASPHALT PARKING LOT _ 5.0" ie E C4.0/ MOUNT SIGNS ON BUILDING CONCRETE won 7 PS ; V Lon | ELF 6° PERF. PE BLOCK (TYP.) | ! 3 . ———! ST-2.1 Led g! 2’ SQ Z' Ss — 4s | oop: GREASE TRAP RIM 428.70 NG 5 BS kK q I PAD BY OTHERS INV 426.20 (S) SN f \° ‘sn > : ~_ 6 i) TM #078 CONCRETE SIDEWALK (TYP.) \ a 8 45LF SA. LATERAL || -~sr-20 TM 0% 04.0 |< : 3 6” SOR-21 PC 8 <> 50 AREA? 1 5. VocLEANGUT OY N 1% MIN. 3 RIM 428.30 ‘\ s N 65LF 1.5” WATER Ms : ~ pee con pe i\ => SAME. 4 SERVICE & IW 425.75 (N) nace aut “ASPHALT PARKING LOT 1 TOP. 426.50 Fe u INV 425.65 (sw) CRASS ARE ~ s | INV. 412.37 NE S9LF_12” PERF ST 01.00% 3 aa INV. 412.45 Si —_— > —_— — w : vee a 10° Shc — — 10° Sho cee — LOS fete pee ee — 4 SP es 10'S sve nem st tai SA.MH, \ ; #98 ST.DI y So eke i —— TIE INTO EXISTING SANITARY MAIN FILLED WITH DIRT FOP 427.95 \ TOP = 426 0857. a RIM 427.40 J INSERTA TEE ELEV. 415,22 8s Oe NV 413.25 Sf \ ) aN WOOD GUARD RAI INV FILLED WITH WATER INV 425.50 (NW) EN we ” L 2°G =— q Mim 443.25 § \ . NOOD GUARD RAIL eee enna . 2G 2°C 2""G : INV. 413.52 NW \ 4 a 7 1 1 oy INV 425.06 (NE) \ / Qa — ve INV 424.90 (SE) E0GE OF PAVEMENT X Mm eity 5 ' ) \ __ a nl ee —— BPW CAST IRON Sw —— » w IDING TER Wf/—- 5 Ww 1 5. “ENCE OF PAVEMENT gw re ehh IN 1SLF 12° PERF ST @2.74% -DAYLIGHTING PIPES WL NYS RO} ors CuTIALS Gye CAST IRON G ae \ NOT LOCATED IN FIENQ SNER LANE TURN ONLY ES SHOULDER ‘ ‘NC 18” MIN. VERTICAL SEPARATION = EMPIRE BOULEVARD _~* \ \ Oe aunnnniena COLI PAID TIETEDs \ CRISTO N ATTETE TERT PRLALIBET, OEPLTTR 3 as g 4 ee, (80° WIDE) (NYS RTE. 404) vy \ ee \ eeepc \ MCWA TO INSTALL SERVICE TAP UP TO R.OW. \ FOR A QUOTED FEE TO THE OWNER. \ \ \ \ — a % ee \ N \

(— > re (@) > E = Zz 5 td p Lu = Ee on: Zz D | a <> wu Li <f — oF Q > 2 2u:: Soop ws = Stes Lui oe = >a? N < I> = <r 5 ew sc SS tt ~ @ ee Qa : =z = ‘@) ke ee yy, (op NO: 1712-24 ) SCALE: 1"=20' DRAWN: RLB DESIGNED: MT DATE: 07/16/2024 REVISIONS DATE | BY | REVISION

IT 1S A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF 4 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 ‘TEM 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 DESCRIPTION OF THE ALTERATION.

COPYRIGHT © 2024 MARATHON ENG. 2

[ILEELILZZ

/ DRAWING TITLE: >

LAYOUT & UTILITIES PLAN

3 of 7 SHEET No:

C1.0

1712-24

\.__ JOB No:

.) (— ) » - ‘ meen: MARATHON \ oe ADJACENT PROPERTY LINE ENG! EER : N o \ —— PROJECT PROPERTY LINE 39 CASCADE DRIVE \ a —_ — — -—»———_)_ STORM SEWER, MANHOLE & FIELD/DROP INLET oct an fe NY "3 \ ve CENTERLINE OF SWALE ITHACA LOCATION \ me ee ee ee eee ame ome ee GRADING LIMITS oe AY Rene ace \ we E __- EXISTING CONTOUR 607-241-2917 \ PROPOSED MINOR CONTOUR ~ \ ~ _~yo=>~—sCDRAINAGE FLOW ARROW (" wal \ \ 4 525.04 EXISTING SPOT ELEVATION Oo \ , \ +@3GZ5) PROPOSED SPOT ELEVATION > \ \ OQ s@= “ITT _—C EXISTING POWER POLE i : = ‘ \ \ A_LALAL_AL_LALALD AD AS EXISTING TREE LINE = \ \ RA AAA AAA A J TREE LINE/ CLEARING LIMITS ra oO \ \ b dp) Lif \ \ << \ \ <2oe ” \ SN , . Q. —_ . \ uw Ld ef \ \ = \ s, \ \ ADJUST RIM . Lu as \ \ AS REQUIRED \ <r nT y Zz; 25 \ \ “mb \ 2 Ow . ZA. “ =O \ \ Ae NNCELED eee \ — ‘ ‘ QR a \ wo = . \ - \ DO \ ‘ \, \ eo" \ : \ oe N= \ \ \ \ \ \ _ \ ZO \ = << : Si = we \ O- \ SA.MH | \ . ape =" . \ RA) TOP 456.63 l Lu , 4 Wed 4 \ Lo a Ate o \ j) Paral! aa a. | op) \ \ Adem as5- = ‘\ \ . Qa : \ | o) \ i 26; | ae eo = . O Sey | a RK LIMIT O \ i. Hi _ .. ‘ 16=429.20 BOALARDS (TYP.) | ~) ee t | ( \ JOB NO: 1712-24 Oe SB SCALE: {"=20' SPEED—-~, or DESIGNED: MT L oe \ ‘\ \ ' ~ MasOnRy DATE: 07/16/2024 INLET PROTECTION (TYP.) VISIONS \ ‘| ‘ DATE | BY | REVISION pO ‘gon a « a i as = i | YY / Sp 2% CROSS SLOPE =< ; | og | 429.0 ’~ MAX-IN ADA SPACE we ‘ ai | 4 . / wi i —- pmo SONIC ETE Or va a go efor ‘ — Ea oN aspnait PARKING LOT “ SS 8 29 L ™ ~ ! Le ee ~~ +4 a SILT FENCE (TYP.) ADJUST RIMS AS REQUIRED ore moss rope “ TO FLUSH WITH GRADE I IN CROSSWs ~ ST-2. O = IT 1S A WOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR 76=428.30 an ENGINEER OR LAND SURVEYOR, 10 ALTER IN ANY WAT ANTTEM BEARING THE SEAL OFA , _ . Daag ‘a a bs 13 SL OPE MAX PROFESSIONAL ENGINEER OR LAND SURVEYOR, IF ANITEM BEARING THE SEAL OF A peace ape Le TAS RKING LOT TOP--426.50 Z us IN GRASS AREAS IAND SURVEYOR SHAL AFP: THE ITEM THER SEAL AND THE NOTATION ALTERED BY GRASS ARE Ammo - g FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC ae ty. ve DESCRIPTION OF THE ALTERATION, ; a ie COPYRIGHT © 2024 MARATHON ENG. a . | me KY me oe aay o me = eecnntns “ie einaniitiaitintnetnitinetettnii nmi it cetimeini > a ~ HIGH WpEs ; _e U2 an es ms - _— i bd - = . \ | —. MAILBOX-\ it we em em x ~ aah a ay ifs Cl mY WOOD GUARD RAIL \ 4, —< ~ \ ~ - sa a = “s a G g i] o ss ___. __ < _STSIGN POST PS 424-5 A -_ _ is = Ce ae - ae - EDGE OF PAVEMENT OO gg exer OF PREETI ae ag \_ CLEAN DITCH AND _/ STANDING WATER W/— a EDGE $6 ~ ~ | ~ TT ee ee re, Z Fa . ~¥, 2g 27 we Te tt ene ae ee FLUSH STORM LINES CENTER LAN NC SHOULDER ye ‘ Ya ms vas EMPIRE BOULEVARD (Coser Perey _ fo aae 2 UII 4 ~ (80’ WIDE) (NYS RTE. 404) ‘ ° / DRAWING TITLE: \ 4 of 7 SHEET No: ( 2 @ 1712-24 /) eS JOB No: DRAWING No: _/

SEE SCHEDULE

SEE NOTE 3

4’—0”

@ \ Pd la MARATHON ENGINEERING ROCHESTER LOCATION SEE LIGHTING SCHEDULE 39 CASCADE DRIVE ROCHESTER, NY 14614 LANDSCAPING SCHEDULE LIGHTING SCHEDULE 9 BS 458-7770 KEY BOTANICAL NAME COMMON NAME arty. SIZE ROOT REMARKS x0 SaNSH a RD. STE , . 8 f AR ACER RUBRUM ‘RED POINT’ RED POINT MAPLE 3 2-2.5" CALIPER BALLED & BURLAPPED index Manufacturer Article name Item number Fitting Mounting Height] Luminous flux Lignt loss Connected load Quantity ITHACA, NY 14850 GS GLEDITSIA TRIA. INER. 'SKYLINE' SKYLINE HONEYLOCUST 3 2-2 1/2" CALIPER BALLED & BURLAPPED COOPER 607-241-2917 Js JUNIPERUS CHINENSIS 'SEA GREEN’ SEA GREEN JUNIPER 3 24" SPREAD BALLED & BURLAPPED LIGHTING GALLEON AREA AND www.marathoneng.com SOLUTIONS — [ROADWAY LUMINAIRE (4) 70lg con—sa4p—7 T3 McGRAW_EDISO CRI, 4000K, 800mA 40-U—T3 64x 18 FT 23058 Im 0.80 171 W 7 4 N (FORMERLY LIGHTSQUARES WITH 16 LEDS a ~ EATON) EACH AND TYPE Ili OPTICS YS 4IN SQUARE ALUMINUM POLE, Ye POWDER COATED BLACK ©O > Ee 5 GROUND LUG ON POLE = ACCESS PANEL GROUNDING CLAMP ON CONDUIT LEGEND: ry p) <<. O LL OUTSIDE ase 3/4” LEVELING NUTS Lu i < << 1” GROUT WITH 1” CHAMFER t- (4) 3/4”°@ HOOKED ANCHOR BOLTS amull OR BOLTS AS REQ’D. BY LIGHT POLE MANUFACTURER A. aot | FINISHED GRADE Lu _ TET (4) #5 VERTICAL BARS il #2 TIES @ 10"0.c. QO > = FT POTTED PLANTS OR ROOTED CUTTINGS Li ms = am \ = = #8 COPPER CONDUIT TO GROUND ROD SPACING AS INDICATED IN PLANTING LIST PLANTINGS \ _ tu 5 9 3/4’x 8’-0” COPPER GROUND ROD (SEE LANDSCAPING PLAN) \ <= oO ro MULCH (MIN. 3”) \ TF =6 oo SSS ee == \ f LL \ \. LiL. = LE PREPARED PLANTING \ Lu ” . nme, a Y_E a AN ES Il / | EE BACKFILL (MIN. 6”) \ > —_ 2 = PVC CONDUIT, POLE TO POLE, SIZE AS REQ’D. S —- SE FINISHED GRADE \ o oe Pe 2 \ N [———— 24”@ 4,000 PSI CONCRETE BASE; TTT TET TTT TTT TTT = \ RUB CONCRETE SMOOTH ABOVE GRADE 1 H 1 Ty H i Tee \ 3 \ i \ I \ i | I | =} —. an | ANT WSU 7 (ETT \ =< eee be \ | \ i HI = \ — i Lewes L—--4 L---H4 Ele! Lu sae eee eee Te ‘ = = 1. POLE BASE MAY BE PRECAST BY LAKELANDS (LB24D) TETAS ee ene \ — 2. LIGHT POLE MANUFACTURER TO SUPPLY ANCHOR BOLTS, TTT li ; 5 Li OUTSIDE BASE, AND BOLT PATTERN TEMPLATES. Lee 3. IN PAVEMENT AREAS CONCRETE BASE SHALL EXTEND 24” 6” Li | MINIMUM ABOVE ASPHALT. IN PROTECTED LANDSCAPE AREAS UNDISTURBED SOIL > ao (BEHIND CURB) BASES SHALL HAVE A MINIMUM OF 6” oO — REVEAL ABOVE FINISHED GRADE. a. a a 4. BASES SHALL HAVE 2’ MIN. HORIZONTAL SEPARATION FROM BACK OF CURB OR SIDEWALK UNLESS SPECIFICALLY CALLED GROUND COVER PLANTINGS oO co OUT OTHERWISE ON THE PLANS. 34 = ADD HOUSE SIDE SHIELD am | a LIGHT BASE 7O LIMIT LIGHT SPILL Oo — oo = © \ yD JOB NO: 1712-24 SCALE: 1"=20' DRAWN: RLB DESIGNED: MT DATE: 07/16/2024 olual 9 ‘ —~ REVISIONS PRUNE 1/3 OF CROWN BY re \ S fore Ve THINNING AND SPACING BRANCHES. LIGHT POLE BASE (4 wa \ DATE | BY | REVISION DO NOT CUT THE LEADER. (YP) C30 \ , FASTEN TRUNK TO STAKE WITH TREE > RING OR RUBBER HOSE (INTERTWINED) a x - L NOTES: #14 GA.—-GALVANIZED WIRE, DOUBLE pt Ste: STRAND, TWIST TO TIGHTEN | . 1. FENCE SHALL BE INSTALLED BY | || CONTRACTOR AS STIPULATED IN i TREE PROTECTION SCHEDULE » LOCATE ANCHOR STAKES 18” (MIN) 0000 = se \ PRIOR TO CONSTRUCTION. AWAY FROM TREE TRUNK, PARALLEL TO Wi \ , PREVAILING WIND. T—RAIL IRON STAKE 4, BY CONTRACTOR A.0.B.E. _ % FIRMLY. KEEP FROM DAMAGING ROOTS | | le N / HOUSE SIDE SHIELD 3, PAYMENT FOR THIS ITEM SHALL Gra OR ROOT BALL WHEN INSTALLING. monetsen aL a 7O LIMIT LIGHT SPILL N , BE INCLUDED UNDER ITEM 615.0402 aD i as & IT ISA VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209 FOR VEGETATION PROTECTION BARRIER. —_—_ ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL \ \ CROWN OF ROOT BALL SHALL BE — —— — >a s PROFESIONAL ENCINER OR LAND SURVEION [FAW TEM HEARING ME EAL OF A — 3” ABOVE FINISHED GRADE. {AND SURVEYOR SHALL ATIC TO THE TEM THEIR EAL AND THE NOTATION ‘ALTERED BY FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC ra 3 COMPACTED DEPTH). ae == reas 2 or i, ~ Ce 0°S a 10"s ne a 4 FOLD eee eee eae “oes os — ~ | O a. DOWN OR CUT AND REMOVE —— —_ — SS a 1 nannies Gis inns arena 0 oe TOP 1/3 OF BURLAP. IF f OT —: re oo y NN ae y a ff / NON—BIODEGRADABLE WRAP IS ¢ . ) 6 on se. / ; ORANGE VINYL CONSTRUCTION Wp a Ho— ~~ A ee od Dy 8st mf — - e°SE a FENCE — FULL PERIMETER USED, REMOVE COMPLETELY. OS > - es if aa i 7 Sy ae) fo 8 os | 4 AROUND ORME NE OF THE CREATE 6’ DIA. SOIL SAUCER AROUND - — rn . OC “ee TREE WITH TOPSOIL (MIN. 6” HT.). sw - oy zor LL 6 LUG~U POSTS ~ 8’ O.C. Lf MIN. OR A.O.B.E. , EXIST. GROUND ED fimy fT COG FINISHED GRADE : DON». en YY? —_—— Lia AA A | RR PREPARED PLANTING SOIL. CA BY RS COMPACTED SUBSOIL VR. 4 G a Rew pet rs } aw ) : ANS WAX A. TREE PROTECTION AN NN 80’ WIDE) (NYS RTE. 404 g yyy SNS (/ DRAWING TITLE: > IYI NY NNER - , 12” TYP. LANDSCAPING 5 of 7 SHEET No: ( 3 O 1712-24 _/ \ JOB No: DRAWING No: J

Ee

L

1-1/2” HOT MiX ASPHALT TOP COURSE N.Y.S.D.0.T. ITEM No. 403.198302 (TYPE 7)

2~1/2” HOT MIX ASPHALT BINDER COURSE N.Y.S.D.0.T. ITEM No. 403.138902 (TYPE 3)

9” CRUSHED STONE SUBBASE, N.Y.S.D.0.T. ITEM No. 304.14 (TYPE 4)

WELL COMPACTED SUBGRADE GEOTEXTILE FABRIC — MIRAFI 500X

OR AS DIRECTED BY ENGINEER

PAVEMENT SECTION

NOTES.

CONTRACTOR TO CLEAN AND TACK COAT BEFORE PLACING TOP COAT IF BINDER IS CONTAMINATED OR GREATER THAN 30 DAYS PASSES BETWEEN PLACEMENT OF BINDER AND TOP

2. PAVEMENT SPECIFICATION NUMBERS REFERENCE THE 2008 NYSDOT STANDARD SPECIFICATION BOOK

FULL DEPTH SAW CUT, TACK COAT ALL SURFACES

TYPICAL PAVEMENT “ee \

1 9”

BITUMINOUS JOINT SEALER EXIST. PAVT. TO REMAIN

SSX SF

Hi

Tol Te eT

PAVEMENT MATCH

2

=P TO 2.4” mow MIN. boo ooo

egdboo00 O0O000000 OO0O000000

ome) OO (ome)

DOME SPACING

50% — 65% OF BASE DIAMETER

a 02" ZY

| 0.9” to 1.4” |

T 1

DOME SECTION

DETECTABLE WARNING FIELD

DETECTABLE WARNING FIELD

FLARED SIDE (TYP.)

CURB

SLOPE 1:10 N tu ial ’ > ° 2-0 YW z L. a CeEeerry 5” MIN — | a FULL DEPTH 8” MAX. 6’—0” 5’—0” MIN. 6'—0” t T TRANS. FLUSH CURB TRANS DETECTABLE WARNING FIELD Zz 1” JET. 1" JET. < t _ SLOPE SLOPE ty d »: ” 2’-0 oo won 6-0" SEE PLAN 6’-0" \L CURB TRANS. FLUSH CURB TRANS.

NOTES:

1. SURFACE TEXTURE OF RAMP SHALL BE COARSE BROOM FINISHED TRANSVERSE TO RAMP.

2. REFER TO TYPICAL SIDEWALK DETAIL FOR MATERIAL

SPECIFICATIONS.

3. DETECTABLE WARNING FIELD SHALL EXTEND THE FULL WIDTH OF CURB RAMP OR FLUSH SURFACE.

4. DETECTABLE WARNING FIELD SHALL BE "DARK GREY” IN COLOR, UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS, OR AOBE.

5. DETECTABLE WARNING FIELD SHALL BE ADA SOLUTIONS

WARNING SURFACE —

REPLACEABLE’ OR EQUAL.

ACCESS RAMP

"CAST-IN—PLACE TACTILE

hana 0.C.

12” WIDE WHITE

j rene STRIPE (TYP.)

° w! re)

CROSSWALK

1/8” SAWCUT piss SLAB THICKNESS

to TE ye ° > db. , b p ° > CONTROL /SCORE JOINT SEE PLAN 6" | | rar rT aa Teli SO O eI

COMPACTED SUBGRADE SECTION VIEW

NOTES:

eT TTS

1. CONCRETE SHALL BE 4000 PSI AIR—ENTRAINED MIX. 2. CONCRETE SURFACE SHALL RECEIVE A BROOM FINISH (IF NOT SPECIFIED AS EXPOSED AGGREGATE

CONCRETE) AND TWO COATS OF.A MEMBRANE FORMING SEALER AT RATES SPECIFIED BY PRODUCT

MANUFACTURER.

OND OG

. ISOLATION JOINTS TO BE CONSTRUCTED AT BUILDING, CURBING, AND FIXED OBJECTS.

. CONSTRUCTION JOINTS WITH DOWELS SHALL BE PROVIDED AT SUBSEQUENT POURS.

. CONTROL JOINTS SHALL BE LOCATED AS SHOWN ON PLAN AND IN ACCORDANCE WITH ACI 330—R92. THESE JOINTS SHALL BE COMPLETED WITHIN 24 HOURS OF CONCRETE PLACEMENT.

. SCORE PATTERN — AS SHOWN ON PLAN

. CONCRETE SHALL A MINIMUM 0.5% AND MAXIMUM 2.0% CROSS SLOPE TO PROVIDE POSITIVE DRAINAGE.

. SEE CURBING DETAIL FOR DOWELING WHEN ADJACENT TO CONCRETE CURBING.

CONCRETE PAD

CAST-—iN-—PLACE OR FORMED CONC. CURB, 4,000 P.S.I. AIR—ENTRAINED CONCRETE

#4 BAR — EMBED 3” IN CURB EVERY 3’ 0.C. ALONG CURB

9” FINISH (RUBBED) CONC. 8 TO A UNIFORM SURFACE 7R=3/4 iA %o — ” TACK—COAT ’ 5 > FACE OF CURB > = ES, | a 7 1b, fee) £ D>»? ae 1 Be, L see PAVEMENT a4 SECTION / J » R 2a is RO - ook 0 WEENIE fe) Wee TULL

NOTES:

CRUSHED STONE OR DRY CONCRETE MIX LEVELING COURSE

1. PROVIDE 7” REVEAL AT DROP INLETS

2. PROVIDE CONSTRUCTION JOINTS AT 20’ JOINTS AT 80’ MAXIMUM SPACING. EXPANSION JOINTS SHALL BE FORMED WITH PRE-MOLDED BITUMINOUS JOINT FILLER AND REBAR TO PREVENT

SEPARATION.

INTERVALS AND EXPANSION

CONCRETE CURB

6

FINISH (RUBBED) CONC. TO A UNIFORM SURFACE

1”

—e|

9”

3”

TACK—COAT FACE OF CURB

WITH SIDEWALK BEHIND

CAST-—IN—PLACE OR FORMED CONC. CURB, 4,000 P.S.I. AIR-ENTRAINED CONCRETE

J FINISH GRADE

vA

SECTION

L see ion /

1} I

18”

SNE

az eel

NOTES:

1. PROVIDE 7” REVEAL AT DROP INLETS

CRUSHED STONE OR DRY CONCRETE MIX LEVELING COURSE

2. PROVIDE CONSTRUCTION JOINTS AT 20’ INTERVALS AND EXPANSION

JOINTS AT 80° MAXIMUM SPACING. EXPANSION JOINTS SHALL BE FORMED WITH PRE—MOLDED BITUMINOUS JOINT FILLER AND REBAR TO PREVENT

SEPARATION.

CONCRETE CURB

5

MATCH ADJACENT CURB

GRADE LINE

CURB LINE (TYP.)

8

WITH LAWN/ PLANTER BEHIND

L

CURB TRANSITION

6” CONCRETE 6 STONE SUBBASE NYSDOT !TEM No. 304.14

ik SIDEWALK (SEE DETAIL)

10’

6” TYP. SEE PLAN — | 5” CONCRETE 7 rT B vy 4” SUBBASE MATERIAL JS ° 2 . Sa N.Y.S.D.0.T. ITEM No. 304.14 SN 4 VAS eee ~ KS ~< — SS SORNON /-— _COMPACTED SUBGRADE LOS SS, ORIN SECTION VIEW 5/8” DIAMETER 10” LONG SMOOTH DOWEL. GREASE ONE END, LOCATE 12” FROM END OF SLAB & 18” 0.C. FIRST SLAB ELASTOMERIC JOINT SEALER a aaa SAWCUT 1/2” PREFORMED JOINT FILLER 1/3 SLAB THICKNESS SECOND SLAB 3 a L { I z > a yp? b > Ue > . D . by oD x an) a ; a rie et A >

CONTROL/SCORE JOINT

CONSTRUCTION JOINT

NOTES:

—

OPW

CONCRETE SHALL

AND TWO COATS

CONTROL JOINTS JOINTS SHALL BE

CERTAIN AREAS).

BE 4000 PS/ AIR-ENTRAINED MIX.

CONCRETE SURFACE SHALL RECEIVE A BROOM FINISH (IF NOT SPECIFIED AS EXPOSED AGGREGATE CONCRETE)

OF A MEMBRANE FORMING SEALER AT RATES SPECIFIED BY PRODUCT MANUFACTURER.

EXPANSION JOINTS SHALL BE PROVIDED AT FIXED STRUCTURES AND AT LEAST EVERY 30’ ALONG THE SIDEWALK. CONSTRUCTION JOINTS WITH DOWELS SHALL BE PROVIDED AT SUBSEQUENT POURS.

SHALL BE LOCATED AS SHOWN ON PLAN AND IN ACCORDANCE WITH AC] 330-—R92. THESE COMPLETED WITHIN 24 HOURS OF CONCRETE PLACEMENT.

SCORE PATTERN — SIDEWALK TO BE SCORED EVERY 5 FEET CREATING 5’ X 5’ SQUARES (MAY VARY IN

SCORING SHALL BE COORDINATED WITH OWNERS ONSITE REP PRIOR TO SCORING.

SIDEWALKS SHALL HAVE A MINIMUM 0.5% AND MAXIMUM 2.0% CROSS SLOPE TO PROVIDE POSITIVE DRAINAGE.

CROSS SLOPE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND ENTRANCES.

*SNAP—CAP’ OR EQUAL SHALL BE USED FOR PROTECTING TOP EDGE OF EXPANSION JOINTS. SEE CURBING DETAIL FOR DOWELING WHEN ADJACENT TO CONCRETE CURBING.

CONCRETE SIDEWALK

#4 BARS © 2’-0” O.C.

2’ DOWN INTO CONC. FOOTING 2’ UP INTO CMU WALL

4’—0” LONG BAR

6” DIA. STL. POSTS FILLED WITH CONCRETE AND DOMED ON TOP SEE BOLLARD DETAIL

#5

XO 7

4oN 4

/ DUMPSTER ™

/ 8” REI BRI

NX 7

AON 4 \

/ DUMPSTER

CONCRETE PAVEMENT

\

2” O.D. PIPE FOR 1 5/8” DROP ROD

1 5/8” 0.D. GATE FRAME

STOCKADE PICKETS

BOX HINGE (TYP.)

4” 0.D. GATE POSTS SCH. 40

1-0" x 1’ RESERVED PARKING

&, —— oe V—

VAN ACCESSIBLE

TF

NO PARKING

NO PARKING SIGN RESERVED PARKING SIGN SIGN ASSEMBLIES

POST WITH RESERVED __ PARKING SIGN

ACCESS RAMP,

SEE DETAIL POST WITH NO PARKING ANYTIME SIGN (TYP.)

POST WITH RESERVED

PARKING SIGN NS \

NUTS & WASHERS

RESERVED PARKING” WITH IDENTIFICATION SYMBOL.

BOLT TO STEEL TUBE WITH

NUTS & WASHERS

- FLUSH CURB SECTION

WHITE SYMBOL ON BLUE BACKGROUND IN ACCORDANCE WITH SECRETARY OF STATE PURSUANT TO SECTION ONE to HUNDRED ONE OF THE | EXECUTIVE LAW.(TYP.) mM

ry z [L ‘ SIDEWALK < 4 uJ ud n — Cc ; \- ee > TYP. Zz “I Ng" sou 0 WHITE ts PAVEMENT ° MARKING (TYP. J SEE PLAN go" | oo" | oo" U T t 27'-0"

TYP. FOR RESERVED PARKING STALLS

PARKING PLAN VIEW

NOTE:

6” x 0.080 ALUM. HANDICAPPED PARKING SIGN. SIGN TO READ ”

SIGN FACE ecw

3/8 ” CAP SCREW (ZINC PLATED)

3/8 ” FLAT WASHER (ZINC PLATED)

0” x 0’—6” x 0.080 ALUM. HANDICAPPED PARKING SIGN.

SIGN TO READ “VAN ACCESSIBLE” PLACE AT LOCATIONS SHOWN ON PLAN. BOLT TO STEEL TUBE WITH

Jj a T

| [t-—— 2”x2” PERFORATED GALVANIZED

SQUARE TUBING (12 GA.)

3/8”

HEX NUT

(ZINC PLATED) SECTION A —

A

\ SEE

SIGN ASSEMBLY

4’—0Q”

fe} Oo fo} ° ed

o

°

3’-Q”

SIGN POST

ALL ACCESSIBLE PARKING AND ROUTES SHALL BE CONSTRUCTED CONSISTENT WITH THE MOST

CURRENT ADA GUIDELINES. IN GENERAL ALL PARKING AND LOADING ZONES SHALL HAVE NO MORE THAN 2.0% SLOPE IN ANY DIRECTION. PRIOR TO PAVING CONTRACTOR SHALL VERIFY SLOPES AND

REPORT ANY SLOPES GREATER THAN 2% TO THE ENGINEER.

RESERVED PARKING AND SIGNAGE

11

GROUT CONCRETE MASONRY UNIT (CMU) WALL SOLID WITH

BARS © 24” 0.C. VERT.

CMU W/ HORIZONTAL NFORCING @ 16” O.C. CK VENEER FINISH TO

MATCH BUILDING.

4” 0.D. GATE POST GALV. STEEL

s

S

17-4” 8’ 0.C. 0.C. 8’ O.C. aac 18° PLAN VIEW 1 5/8” DROP ROD orem LOCKABLE INDUSTRIAL LATCH TE aE /" WIDE DOUBLE GATES (Y\ /\/\ (YYYY) mpaniaaanannenn (YYYYYYS Wt i} J meet | eile |) ! Fre if i} il Hitt Wt rite ty j rile ili I tale ays | aye Walt | HH Bed | || Be SJ ake: wit |

. » + B

as

bh a a An, he

C

oe 4

. 4 4 + At Sarat e ooo soe

aos

4 * . iS

ry I 1

Lecun

4” THICK CRUSHED STONE SUBBASE 3500 PSI CONCRETE

FRONT ELEVATION FOOTING (TYP.)

DUMPSTER ENCLOSURE

\ see CONCRETE PAVEMENT DETAIL 4” THICK CRUSHED STONE SUBBASE

3500 PSI CONCRETE FOOTING (TYP.)

SIDE ELEVATION

SEE CONCRETE PAVEMENT DETAIL

12

RESERVED

A

2” x 2” PERFORATED GALVANIZED SQUARE TUBING (12 GA.)

6” DIA. STEEL PIPE

FILLED W/CONC. PAINT TRAFFIC YELLOW.

C PAVEMENT OR GRADE

| te R275 — SUBBASE COURSE ” 7 SUBGRADE

. Se. 14” LONG REBAR

EACH WAY THROUGH PIPE

a Tot sL-— 2,500 PS1 CONCRETE

MARATHON

ENGINEERING

ROCHESTER LOCATION

39 CASCADE DRIVE

ROCHESTER, NY 14614

585-458-7770 ITHACA LOCATION

840 HANSHAW RD, STE 6

ITHACA, NY 14850 607-241-2917

www.marathoneng.com

(— >» ss (@) > E za a 5 7p] Lu 2 ~ = a <> uw Lid <f E oe i 2 M9 c> LL = 5 — ie ee Sri. Lu ~~ > DW 25 a QE x= << a > i = =r — Lu sc 2: ~ aw: = QO = © ”, (ob NO: 1712-24 ) SCALE: 1"=20' DRAWN: RLB DESIGNED: MT DATE: 07/16/2024 REVISIONS DATE | BY | REVISION

ITS 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 DESCRIPTION OF THE ALTERATION.

\G ROBERY P. BRINGLEY -,

/ DRAWING TITLE:

CONSTRUCTION DETAILS (1 OF 3)

~

6 of 7 SHEETNo: | ( 4. O 1712-24 JOB No: | DRAWING No: _/

UNPAVED | PAVED RIGHT-OF-WAY OR WATER MAIN EASEMENT LINE———— DRILL 3/16” HOLE 4-1/2” FROM TOP OF VALVE BOX AND INSERT SEE "TYPICAL PAVEMENT SECTION” J TRACING WIRE AND KNOT TOPSOIL | 4 g GRADE RRQEKRQQR-QQAQRRGEQRK RRRAH RGR a ° - SHAD OOH HOM A DONNY SOS SMOSQyy =] LE f ~~ WITH STAINLESS STEEL BAND 4 : 2% SLOPE ao }———— TRACING WIRE TO BE WRAPPED \ 5 rN MIN. SERVICE LINE 5 eC AROUND OUTSIDE OF CURB BOX COMMON BACKFILL PLACED \ se BARE TRACING WIRE TO BE ° S = ” O \ ROB’ BACKFILL PLACED AND CORE DIAMETER HOLE ABOVE TAPED TO CORPORATION STOP =| (7 « = SLOPED EXCAVATION AT ———=\ COMPACTED IN 12” LIFTS EXISTING SANITARY O'CLOCK AND 2 O'CLOCK TO 0 a} CURB STOP CONTRACTORS OPTION WYE (FOR NEW ——~ POUR MORTAR SEWER MAIN ACCOMMODATE INSERTA-TEE CORPORATION STOP (INSTALL 0 PROVIDE SHEETING AS SEWER) AROUND CONNECTION RUBBER SLEEVE WITH OPERATING KEY 4 INSERTA-TEE CONNECTION BARE TRACING WIRE TO NECESSARY TO MEET oy TES ARTER INSPECTION & TO EXISTING SEWER POSITIONED ON SIDE) \ = BE ATTACHED AND TAPED OSHA STANDARDS & COMPACTED “ROB ooo netaeRy WER TO COUPLING OR TO REQUIREMENTS. oun WATER MAIN CONSUMER TRACING WIRE SPRING LINE UNIFORM MIXTURE OF COMPACTED COMMON COATED TRACING _/ BARE TRACING WIRE TO NO. 1 AND NO. 2 EARTH BE WRAPPED AROUND AND CRUSHED STONE SOLD CONCRETE BLOCK TAPED TO CURB BOX (MIN:4"x8"x16”) PIPE DIA A” SELECT BACKFILL ' | OD < 15” g” 1. COPPER SERVICE TO BE USED UNLESS OTHERWISE APPROVED BY THE ENGINEER. OD > 15” 12” LIMIT OF EXCAVATION 2. TRACING WIRE TO BE USED WITH POLYETHYLENE SERVICE ONLY. SPRING LINE REQUIRED TRENCH WIDTH UNDISTURBED EARTH 7 SERVICE INSTALLATION RESERVED MCWA STANDARD DETAIL (DME 17, 2016) | SCALE: N.T.S CONCRETE WASHOUT SIGN —_ 25° MIN NOTES: flELD INLET | DROP INLET . 4. GLUED OR GASKET FITTINGS MAY BE USED rT] BERM me EXCESS SOCK MATERIAL TO 2 INSeRTA Tee CoNecrioN Svpuccr 7a Sewer Der Anrvew meven SANITARY LATERAL CURB —-} BE DRAWN IN AND TIED OFF LEAST 48 HOURS IN ADVANCE). ° INLET FRAME & GRATE TO soso” BENDS WiLL BE ALLOWED CONNECTION is TO 2x2 WOODEN STAKE, 2:1 MEET N.Y.S.D.0.T. STANDARD @t (TYP.) SHEET 655-01 — GRATE 4, STONE ENCASEMENT SHALL BE NO. 1 & NO. 2 CRUSHED WASHED STONE. SCALE: N.T.S. SA 010 RE . SIZE #6. 5. PVC SHALL BE SCH. 40 OR SDR-21 MIN = M, , eS . . . FEBRUARY 2023 | | FRAME SHALL BE SET a CURB 1” BELOW FINISHED = 8’ X 8’ MIN FINISHED GRADE PAV'T. SANITARY SERVICE LATERAL rT 2:1 2:1 W TYP. PAVEMENT SECTION (4) HP ZO) RS OR WELD BOTH mam 3/8”0 TOP & BOTTOM |: ANGLE FRAME SIDES 4 3 | TLL SES ° 3"x2 1/2”x 3/8 a ee Q Ps 2:1 A . le, a Jp— .. lt = | _ / ~ ancror (SEE DETAIL) JH | as* ones C H , PN ay \ 4 SUPPORTING ANGLE WIRE TIES, (TYP.) ny STORM GRATE SERM Style 3/8"¢ | » 5"x3 1/2”x1/2 iy L | REBAR | 2 ee STORM GRATE : g13 KEYWAY SILT SOCK Gg SILT SOCK PLAN VEHICLE TRACKING CONTROL oO, P, v VARIES ol PS REINFORCEMENT SHALL BE #4 ae CURBSIDE (SEE VTC PETAIL) OR oe ane A SEE PLANS on Bee WAY oN CENTER ~ OPTION "B” PLAN 12” TYP. Y y PAVEMENT SUBGRADE CURBSIDE OPTION COMPACTED BERM AROUND ANCHOR DRAIN INLET PLAN ”A’” PLAN THE PERIMETER 2"%3/16"x4” v ——— BACKFILL WITH #1 & #2 ~A ELEN —— 2% SLOPE WELD TO ANGLE L + Le CRUSHED STONE COMPACTED ZEN a ] EXCESS SOCK MATERIAL TO y (4 REQ’D.) NK vA BE DRAWN IN AND TIED OFF RDU CULULUETE LA —e — le TO 2x2 WOODEN STAKE RNDISTURBED OR —" ANCHOR DETAIL v v | PRECAST SECTION SHALL BE x COMPACTED SOIL 2 VEHICLE TRACKING v 6"% OPENING 3 SIDES] v | 1 4000 P.S.I. CONCRETE SILT SOCK | PROVIDE 4” PVC PERF] GEOTEXTILE FABRIC SILT SOCK 3 x 8’ MIN CONTROL (SEE VTC DETAIL) vz | * | PIPE 18” LONG a | yy MIRAFL 140N OR | a \ / SECURE SOCK TO GRATE CAST-IN—PLACE CONC. EPOXY GROUT | " = CURB WITH RUBBER TIE DOWNS SECTION INVERT TO DRAIN} Y v (100% SOLIDS) | PERFORATED PIPE S = one NOTES SELUUN ” w : = —tR 2 RECESS. | ! ~ ee aes 1 < 1. CONTRACTOR TO VERIFY SIZE REQUIREMENTS BASED ON ANTICIPATED VOLUMES OF CONCRETE y’ A lu g nn Eero UNDERDRAIN FILTER WASHOUT. < ) 7 MEDIA- NYSDOT CATCH 2. CONCRETE WASHOUT SHOULD BE PLACED TO NOT ACCEPT SURFACE RUNOFF EXCEPT THE AREA a A © av iN ITEM 605.0901 ] BASIN WHERE TRUCKS SIT FOR WASHOUT. = , 3. IF WATER DOES NOT EVAPORATE AND IS GREATER THAN 75% FULL CONTRACTOR SHALL REMOVE * 0 29% 00 0° 05 % + 6” CRUSHED STONE LIQUIDS AS REQUIRED BY THE LOCAL AUTHORITY (SAN SEALER OF VAC TRUCK) ° 09 O° go 00°00 9° o #1 & #2 4. PROVIDE MINIMUM AGGREGATE OF 10 MIL PLASTIC AS LINER. SECURE LINER TO PREVENT INFILTRATION & REPLACE AS NECESSARY FOR TEARS. SECTION EN 6" PIPE 0.D 6” DRAIN INLET SECTION CURBSIDE SECTION NOTES - a nel CONCRETE WASHOUT AREA 1.) PRE-CAST INLET SECTIONS SHALL BE MANUFACTURED BY KISTNER, MODEL No. CB—24 (WITH KEYWAY) nee FIL TREXX@SILTSOXX™ OR APPROVED EQUAL (10) OR APPROVED EQUIVALENT. . . 2.) THE INSIDE & OUTSIDE WALLS OF INLET SHALL BE COATED WITH BITUMASTIC. UNDERD RAIN TRENCH 2. FILTER MEDIA™FILL TO MEET APPLICATION REQUIREMENTS. 5 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. 2 SI PAVED SURFACE INLET PROTECTION tat : t+ +o F+ t+ + + + + + 4+ SCALE: N.T.S + + + + + + + + + + F WOVEN WIRE FENCE (MIN 14 1/2 + + + + Ft FF Ft +t + FOF GAUGE W/ MAX. 6” MESH SPACING) tot Ht tt tt tit + tl ay [> 10 ma + te ae a ae XC. TO ¢, 36” MIN. LENGTH FENCE ++ + + + + + + a POSTS DRIVEN MIN. 16” + + ot Ft t+ t+ + + INTO GROUND. UNPAVED | PAVED UNPAVED | PAVED a ee —] a Lk | Heicur oF hh = a 2 ee FILTER = » » SEE "TYPICAL PAVEMENT SECTION” Lt —— — > MIN. TOPSOIL SEE ”TYPICAL PAVEMENT SECTION TOPSOIL 1 a a a a —t tt 16” MIN | a y VY v a Vv ee OS —__ a 8° MIN. # = us i s v vy v v WY v v v — + “~ yo PERIMETER SEDIMENT BARRIER Yu, Vv v v Vv { nn (SILT FENCE) ON DOWNSTREAM PERSPECTIVE VIEW SIDE. ; COMMON BACKFILL » COMMON BACKFILL | SUBCRADE 36” MIN. FENCE POST \ BACKFILL WITH R.OB WOVEN WIRE FENCE (MIN. 12 1/2 SO SLOPED EXCAVATION AT BACKFILL WITH R.O.B. SLOPED EXCAVATION AT GRAVEL IN 12” LIFTS GAUGE W/ MAX. 6” MESH CONTRACTORS OPTION -— GRAVEL IN 12° LIFTS CONTRACTORS OPTION SPACING) WITH FILTER CLOTH z PROVIDE SHEETING AS PROVIDE SHEETING AS = 2:1 (H:V) MAX. NECESSARY TO MEET NECESSARY TO MEET UNIFORM MIXTURE OF FLow a SIDE SLOPE OSHA STANDARDS & OSHA STANDARDS & NO. 1 AND NO. 2 UNDISTURBED GROUND REQUIREMENTS. REQUIREMENTS. CRUSHED STONE EMBED FILTER CLOTH A ae PERFORATED PIPE MIN. OF 6” IN GROUND ———"| z 5 MIN — PROVIDE GEOTEXTILE FABRIC COMPACTED SOIL ms : — PIPE DIA. | "A AROUND STONE TO COMPLETELY ava PIPE DIA. iN OD < 15” | 8” ENCASE THE PIPE. 4 ” ” fore! ” » ” ” mane OD < 15 8 PSP094 hie 9089 NOt AND INO. oF ps 09 see SECTION VIEW ; me < ota ” = o . ” ” Sa ie CRUSHED STONE op < 48” [15 CONSTRUCTION SPECIFICATIONS OD < 48” |15 >ye PIPE >y MIN ODO MING 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR CONSTRUCTION SPECIFICATIONS STAPLES, POSTS SHALL BE STEEL ”T” OF ”U” TYPE OF HARDWOOD. 1. SEDIMENT BARRIER (SILT FENCE) SHALL BE PLACED AROUND THE PERIMETER OF ALL STOCKPILES 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY OF ALL ERODIBLE MATERIAL. STORM TRENCH 24” AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6” MAXIMUM 5 STO RM TRENCH MESH OPENING. 2. OFFSET SEDIMENT BARRIER FROM STOCKPILE A MINIMUM OF 5’ FROM THE TOE OF STOCKPILE FOR SOLID PIPE 6 SEDIMENT ACCUMULATION. PERFOR ATED P|PE 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, 3. IMMEDIATELY STABILIZED STOCKPILED MATERIAL WITH SEED AND MULCH. STABLINKKA T140N, OR APPROVED EQUIVALENT. 4. INSPECT STOCKPILE PERIMETER CONTROL AFTER EACH RAIN EVENT. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5. ONCE SEDIMENT HAS ACCUMULATED TO A HEIGHT OF 50% OF THE SEDIMENT BARRIER HEIGHT, THE 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN ”BULGES” CONTRACTOR SHALL REMOVE COLLECTED SEDIMENT AND SPOIL MATERIAL ON STOCKPILE AND DEVELOP IN THE SILT FENCE. RESTABILIZE WITH SEED AND MULCH. 6. ENVIRO—FENCE WITH INTEGRAL MESH IS ACCEPTABLE SUBSTITUTE. fe) | 1 SCALE: N.T.S SCALE: N.T.S

MARATHON

ENGINEERING

ROCHESTER LOCATION

39 CASCADE DRIVE

ROCHESTER, NY 14614

585-458-777 0 ITHACA LOCATION

840 HANSHAW RD, STE 6 ITHACA, NY 14850 607-241-2917

www.marathoneng.com

, x © >

Ee & = a 5 7p) Lu 2 ~ q Ze» — a <> ui Li <f =— of _) a S) SE x LL = = zie 28 mm oO wl Ln = in & = Se 2s ~ oes = =< — = == = Lu Thi v - 2 é ~ ww és QO : LL © = = © - yy

{108 NO: 1712-24 »

DATE | BY | REVISION

ITIS 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 DESCRIPTION OF THE ALTERATION.

/ DRAWING TITLE:

CONSTRUCTION DETAILS (2 OF 3)

7 of 7 SHEET No: ( 4 1 1712-24 \ JOB No: DRAWING No: _/