exchange street

COMMENTSDATENO.

SHEET NUMBER

SHEET OF

C.E. JOB NUMBER

SHEET TITLE

SITE INFORMATION

IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER, LAND

SURVEYOR, ARCHITECT OR LANDSCAPEARCHITECT, TO ALTER ANY ITEM ON THIS

DOCUMENT IN ANY WAY. ANY LICENSEE WHOALTERS THIS DOCUMENT IS REQUIRED BY LAW

TO AFFIX HIS/ HER SEAL AND THE NOTATION"ALTERED BY", FOLLOWED BY HIS/ HER

SIGNATURE AND SPECIFIC DESCRIPTION OF THEALTERATION, TO THE DOCUMENT.

COPYRIGHT 2020COSTICH ENGINEERING, D.P.C.

ATTICASITE #: NY 1008

VILLAGE OF ATTICACOUNTY OF WYOMINGSTATE OF NEW YORK

7706.0111

PROJECTMANAGER

DRAWN BY

217 Lake Avenue

Rochester, NY 14608

(585) 458-3020

Costich

Engineering

Civil

Engineering

Land

Surveying

Landscape

Architecture

1275 JOHN STREET, SUITE #100WEST HENRIETTA, NEW YORK 14586

GA001

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0 10/26/2020ISSUED PRELIMINARY FOR REVIEW

1 10/30/2020REVISED PER COMMENTS; ISSUEDFINAL

01

TITLE SHEET

T.K.W.

D.A.W.

SCALE: 1" = 1,000'

THESE DRAWINGS ARE FORMATTED FOR 22"x34" FULL SIZE AND 11"x17" HALFSIZE. OTHER SIZED VERSIONS ARE NOT PRINTED TO THE SCALE SHOWN.CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONSON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OFANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BERESPONSIBLE FOR SAME.

DO NOT SCALE DRAWINGS

PROJECT DESCRIPTION

PROJECT SUMMARYDIRECTIONS

VICINITY MAP

THE PROPOSED WORK CONSISTS OF THE CONSTRUCTION AND INSTALLATIONOF AN UNMANNED WIRELESS FACILITY WITH ASSOCIATED UTILITIES.

DIG SAFELY - NEW YORK

NY industrial code rule 753 requires no less than twoworking days notice, but not more than ten days notice.

Before You Dig, Drill Or Blast!

CALL US TOLL FREE 1-800-962-7962

UNDERGROUND FACILITIESPROTECTIVE ORGANIZATION

New YorkDig Safely.

1 10/30/2020GA001

CA500

CA501

TITLE SHEET

SHEET INDEX

COMPOUND SITE PLAN

TOWER ELEVATION & ORIENTATION PLAN

THIS SET OF PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTILALL ITEMS OF CONCERN HAVE BEEN ADDRESSED AND EACH OF THE DRAWINGS HASBEEN REVISED AND ISSUED "FOR CONSTRUCTION".

GA002 GENERAL NOTES

REVISIONDATE

REVNO

DESCRIPTIONSHT.NO.

CA110

1

OVERALL SITE PLANCA100

1

1

10/30/2020

1 10/30/2020

1 10/30/2020

10/30/2020

10/30/2020

SURVEY PLANVA100 1 10/30/2020

CA502

EQUIPMENT ELEVATIONS

1 10/30/2020

CA503 1 10/30/2020EROSION CONTROL DETAILS

SITE DETAILS

SITE NAME: SQFCH-RE1008_ATTICA_NY_BTSZONING DRAWINGS

TILSON SITE #: NY 1008VZW PROJECT NUMBER: 20202105248

VZW LOCATION CODE: 613602

DIRECTIONS TO SITE FROM 1275 JOHN STREET, WEST HENRIETTA, NEW YORK :START OUT GOING SOUTHWEST ON JOHN ST TOWARD LEHIGH STATION RD/COUNTYHWY-79. TURN LEFT ONTO LEHIGH STATION RD/COUNTY HWY-79. CONTINUE TOFOLLOW LEHIGH STATION RD. TAKE THE I-90 W/I-90 E/I-390 S RAMP. MERGE ONTO I-90W VIA EXIT 12B TOWARD BUFFALO (PORTIONS TOLL). TAKE THE NY-98 EXIT, EXIT 48,TOWARD BATAVIA. KEEP LEFT TO TAKE THE RAMP TOWARD BATAVIA/BUSINESSDIST/ATTICA. TURN LEFT ONTO OAK ST/NY-98. ENTER NEXT ROUNDABOUT AND TAKETHE 3RD EXIT ONTO S MAIN ST/NY-98. TURN RIGHT ONTO WALNUT ST/NY-98.CONTINUE TO FOLLOW NY-98. TURN LEFT ONTO PROSPECT ST. TURN RIGHT ONTOMAIN ST/NY-238. TAKE THE 1ST LEFT ONTO EXCHANGE ST/COUNTY HWY-31. THENRIGHT ONTO VETERANS MEMORIAL DR. SITE IS ON THE LEFT.

SITE ADDRESS: 43 1/2 EXCHANGE STATTICA, NEW YORK 14011(ACCESS OFF VETERANS MEMORIAL DRIVE)

MUNICIPALITY: VILLAGE OF ATTICA

COUNTY: WYOMING

TAX MAP NUMBER: 6.14-.3-46.1 (4.14 ACRES PER TAX MAP)ACCESS TAX MAP NUMBER: 6.14-3-47.1 (19.06 ACRES PER TAX MAP)

ZONING DISTRICT: M (MANUFACTURING)

MIN. REAR SETBACK REQUIREMENT: 20'

STRUCTURE COORDINATES: LAT: N42°51' 43.32" (LAT: 42.862033°)LONG: W78°16' 37.63" (LONG: -78.277119°)

BASE ELEVATION: 985.6'± AMSL

PROPERTY OWNER: VILLAGE OF ATTICA9 WATER STREETATTICA, NEW YORK 14011

APPLICANT: SQF, LLC16 MIDDLE ST, 4TH FLOORPORTLAND, ME 04101CONTACT: SCOTT EMERSONPHONE: (503) 975-0403

CO-APPLICANT: BELL ATLANTIC MOBILE SYSTEMS, LLCd/b/a VERIZON WIRELESS1275 JOHN STREET, SUITE 100WEST HENRIETTA, NY 14586

PROJECT NO.: 20202105248LOCATION CODE: 613602

LIMITS OF DISTURBANCE: 0.43 ACRES

UTILITY PROVIDERSELECTRIC: NATIONAL GRID

ESR# TBD

PLANNER: TBD

PHONE: TBD

FIBER: TBD

SITE

GRADING & EROSION CONTROL PLANCA120 1 10/30/2020

MAIN ST

SURVEY NOTESVA110 1 10/30/2020

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COMMENTSDATENO.

SHEET NUMBER

SHEET OF

C.E. JOB NUMBER

SHEET TITLE

SITE INFORMATION









7706.0111

PROJECTMANAGER

DRAWN BY

217 Lake Avenue

Rochester, NY 14608

(585) 458-3020

Costich

Engineering

Civil

Engineering

Land

Surveying

Landscape

Architecture


GA002

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YORK

MIC

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02

GENERAL NOTES

T.K.W.

D.A.W.

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WWV

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EXISTING EASEMENT LINE.

PROPOSED EASEMENT LINE.

SECTION/PARCEL BOUNDARYMIN. BUILDING SETBACKCENTER LINEEXIST. RIGHT-OF-WAY LINE

EXIST. EDGE OF PAVEMENT

EXISTING WATER MAIN, VALVE, & HYDRANT.EXISTING SANITARY SEWER, & MANHOLE.EXISTING DRAINAGE SEWER, FIELD INLET,INLET MANHOLE, MANHOLE, & END SECTION.EXISTING OVERHEAD UTILITIESEXISTING TELEPHONE

EXISTING UNDERGROUND UTILITIESEXISTING GASEXISTING ELECTRIC

EXISTING GUARD RAIL

TREE,HEDGE,EDGE OF WOODS

EXISTING SWALEBARBED WIRE,STOCKADE,CHAIN LINKED FENCEEXISTING CONTOUR

EXISTING SPOT ELEVATION @ X

CONCRETE PAD/ CONCRETE SIDEWALK

x 420.4

410

D

PROPOSED CONCRETE CURB

EXIST. EDGE OF GRAVEL

WWV

W

T T

UG UG

G G

E E

OS OS

PROPOSED WATER MAIN, VALVE, & HYDRANT.PROPOSED SANITARY SEWER, & MANHOLE.PROPOSED DRAINAGE SEWER, FIELD INLET,INLET MANHOLE, MANHOLE, & END SECTION.PROPOSED OVERHEAD UTILITIESPROPOSED TELEPHONE

PROPOSED UNDERGROUND UTILITIESPROPOSED GAS SERVICEPROPOSED ELECTRIC SERVICE

D

DY

H

OH OH

PROPOSED ORANGE CONSTRUCTION FENCE

EXIST. CONCRETE CURB

W W EXISTING WATER LINEE&T E&T

CATV CATV

EXISTING ELEC & TELEEXISTING CABLE TV

E&T PROPOSED ELEC & TELESF SF PROPOSED SILT FENCE

STRUCTURAL NOTES:1. PROPOSED TOWER AND FOUNDATION TO BE DESIGNED BY A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF NEW YORK.

2. THE VERIFICATION OF STRUCTURAL ADEQUACY AND DESIGN OF THE ATTACHMENTS MUST BEPERFORMED, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, BY A PROFESSIONALENGINEER LICENSED IN THE STATE OF NEW YORK.

3. ALL WORK SHALL CONFORM TO THE CURRENT STANDARD (ANSI/TIA-222-G "STRUCTURALSTANDARD STANDARD FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS"), NEWYORK STATE BUILDING CODE, AND ALL OTHER APPLICABLE LOCAL, STATE, AND FEDERALCODES.

REFERENCES:

1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS.

2. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROMTHE SITE AND DISPOSED OF LEGALLY.

3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THEPROPOSED PLATFORM.

4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZENMATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT.

5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIORTO FINISHED SURFACE APPLICATION.

6. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHEREENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIREDFOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THEENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATINGOR PIER DRILLING AROUND OR NEAR UTILITIES.

7. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICHINTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THEEXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER.

8. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK SHALL BE GRADED TO AUNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH.

9. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE INCONFORMANCE WITH THE STATE GUIDELINES AND ANY LOCAL REGULATIONS.

10. ALL RESTORATION ISSUES SHALL BE COMPLETED WITHIN 72 HOURS OF THE COMPLETION OFTHE WORK ACTIVITY OR WITHIN A REASONABLE AMOUNT OF TIME AS DIRECTED BYCONSTRUCTION MANAGER/ENGINEER.

11. CARE SHALL BE TAKEN TO RETAIN NATURAL GROWTH AND PREVENT DAMAGE TO TREESWITHIN AND OUTSIDE THE LIMITS OF CONSTRUCTION AND SPECIFIED WORK AREAS CAUSEDBY EQUIPMENT AND MATERIALS. ANY DAMAGE TO THIS NATURAL GROWTH SHALL BERESTORED AT THE EXPENSE OF THE CONTRACTOR.

12. ALL AREAS DISTURBED BY THE CONTRACTOR WITHOUT AUTHORIZATION SHALL BE RESTOREDBY THE CONTRACTOR.

13. IN THE EVENT THE CONTRACTOR DAMAGES AN EXISTING UTILITY SERVICE CAUSING ANINTERRUPTION IN SAID SERVICE, HE SHALL IMMEDIATELY COMMENCE WORK TO RESTORESERVICE AND MAY NOT CONTINUE HIS WORK OPERATION UNTIL SERVICE IS RESTORED.

SITE NOTESLEGEND

LOD LOD PROPOSED LIMITS OF DISTURBANCECFS CFS PROPOSED COMPOST FILTER SOCK

PROPOSED GUARD RAILING

F F EXISTING FIBERLC LC EXISTING LIGHT CONTROL

1. TOPOGRAPHY SHOWN FROM A FIELD SURVEY BY COSTICH ENGINEERING, D.P.C. ON 09-22-2020& 10-15-2020. HORIZONTAL AND VERTICAL DATA OBTAINED THROUGH NGS "OPUS".

2. BOUNDARY SURVEY HAS NOT BEEN PERFORMED BY COSTICH ENGINEERING. BOUNDARYSHOWN HEREON IS APPROXIMATE AND DETERMINED BY LIMITED FIELD LOCATION OFBOUNDARY EVIDENCE, REVIEW OF TITLE COMMITMENT, IF PROVIDED, AND OVERLAY OFCOUNTY TAX MAPS AND/OR COUNTY GIS MAPPING.

3. PER THE NYSDEC FRESHWATER WETLANDS MAP, THERE ARE NO STATE WETLANDS IN THEPROJECT AREA.

4. PER THE NATIONAL WETLANDS INVENTORY MAPS THERE ARE NO FEDERAL WETLANDS IN THEPROJECT AREA.

5. PER THE ERSI/FEMA PROJECT IMPACT HAZARD INFORMATION AND AWARENESS SITE MAPTHERE IS A NO 100 YR. FLOOD PLAIN EAST OF THE PROJECT AREA.

EROSION & SEDIMENT CONTROL MEASURES

TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES

GENERAL MEASURES:

1. AS MUCH AS IS PRACTICAL, EXISTING VEGETATION SHALL BE PRESERVED. FOLLOWINGTHE COMPLETION OF CONSTRUCTION ACTIVITIES IN ANY PORTION OF THE SITE,PERMANENT VEGETATION SHALL BE ESTABLISHED ON ALL EXPOSED SOILS.

2. SITE PREPARATION ACTIVITIES SHALL BE PLANNED TO MINIMIZE THE SCOPE ANDDURATION OF SOIL DISRUPTION.

PARTICULAR MEASURES:

1. DRAINAGE DITCH SEDIMENT FILTERS: DITCHES, SHALL RECEIVE CHECK DAMS WITH 2-9INCH STONE MEETING NYS-DOT LIGHT STONE FILL REQUIREMENTS SO AS TOEFFECTIVELY TRAP SEDIMENT AND MINIMIZE ITS RELEASE OFF-SITE. CHECK DAMSSHALL HAVE A 9" MINIMUM WEIR AND BE CONSTRUCTED WITHIN EACH DITCHBEGINNING AT ITS DOWNSTREAM TERMINUS. CHECK DAMS SHALL BE PLACED WITHINTHE CHANNEL SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE ELEVATIONOF THE TOE OF THE UPSTREAM DAM.

2. SILT FENCES AND COMPOST FILTER SOCKS SHALL BE CONSTRUCTED AROUND ALLSTOCKPILES OF FILL, TOPSOIL AND EXCAVATED OVERBURDEN THAT ARE TO REMAINFOR PERIODS LESS THAN 30 DAYS. SILT FENCES AND COMPOST FILTER SOCKS SHALLBE ANCHORED AND MAINTAINED IN GOOD CONDITION UNTIL SUCH TIME AS STOCKPILESARE REMOVED AND STOCKPILING AREAS ARE BROUGHT TO FINAL GRADE ANDPERMANENTLY STABILIZED.

3. TOPSOIL AND FILL THAT IS TO REMAIN STOCKPILED ON-SITE FOR PERIODS GREATERTHAN 30 DAYS SHALL BE STABILIZED BY SEEDING. PRIOR TO THE SEEDING OPERATION,THE STOCKPILED MATERIAL SHALL BE GRADED AS NEEDED AND FEASIBLE TO PERMITTHE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING,MULCH APPLICATION AND MULCH ANCHORING.

4. IN NO CASE SHALL ERODIBLE MATERIALS BE STOCKPILED WITH 25 FEET OF ANY DITCH,STREAM, OR OTHER SURFACE WATER BODY.

PERMANENT AND TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES

1. PERMANENT AND TEMPORARY VEGETATIVE COVER: IMMEDIATELY FOLLOWING THECOMPLETION OF CONSTRUCTION ACTIVITY OR WHERE WORK IS DELAYED AND WILLNOT BE DISTURBED FOR 21 DAYS OR MORE IN ANY PORTION OF THE SITE. PERMANENTOR TEMPORARY VEGETATION SHALL BE ESTABLISHED WITHIN 14 DAYS ON ALLEXPOSED SOILS. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED AS SOON ASPRACTICAL FOLLOWING DISTURBANCE TO STABILIZE BARE SOIL AND PROMOTE THEPROMPT RE-ESTABLISHMENT OF VEGETATION.

A. AN ADEQUATE SEEDBED SHALL BE PREPARED BY SCARIFYING COMPACTEDSOIL AND REMOVING SURFACE DEBRIS AND OBSTACLES.

B. LIME SHALL BE APPLIED SUFFICIENTLY TO ATTAIN A SOIL ACIDITY pH OF 6.0 TO7.0.

C. FERTILIZER (5-10-10 MIXTURE OR EQUIVALENT) SHALL BE APPLIED PER SOILTEST RESULTS OR AT A RATE OF 600 LBS PER ACRE.

D. DISTURBED AREAS WHICH WILL REMAIN TEMPORARILY FALLOW FOR PERIODSGREATER THAN 14 DAYS SHALL BE SEEDED AT THE FOLLOWING RATE TOPRODUCE TEMPORARY GROUND COVER: 30 LBS RYEGRASS (ANNUAL ORPERENNIAL) PER ACRE. DURING THE WINTER, USE 100 LBS CERTIFIED"AROOSTOCK" WINTER RYE (CEREAL RYE) PER ACRE.

E. PERMANENT SEEDING SHALL BE APPLIED ON 4" MIN. TOPSOIL AT THEFOLLOWING RATE FOR ROUGH OR OCCASIONAL MOWING AREAS:8 LBS EMPIRE BIRDSFOOT TIREFOIL OR COMMON WHITE CLOVER PER ACRE.20 LBS TALL FESCUE PER ACRE PLUS2 LBS REDTOP OR 5 LBS RYEGRASS (PERENNIAL) PER ACRE

FOR MOWED AREAS:65 LBS KENTUCKY BLUEGRASS PER ACRE65 LBS RYEGRASS (PERENNIAL) PER ACRE

F. ALL SEEDING SHALL BE PERFORMED USING THE BROADCAST METHOD ORHYDROSEEDING, UNLESS OTHERWISE APPROVED.

G. ALL DISTURBED AREAS SHALL BE STABILIZED SUBSEQUENT TO SEEDING BYAPPLYING 2 TONS OF STRAW MULCH PER ACRE. STRAW MULCH SHALL BEANCHORED BY APPLYING 750 LBS OF WOOD FIBER MULCH PER ACRE WITH AHYDROSEEDER, OR TUCKING THE MULCH WITH SMOOTH DISCS OR OTHERMULCH ANCHORING TOOLS TO A DEPTH OF 3". MULCH ANCHORING TOOLSSHALL BE PULLED ACROSS SLOPES ALONG TOPOGRAPHIC CONTOURS.

2. ALL UNNECESSARY REMOVAL OF HEALTHY TREES SHALL BE AVOIDED. MATERIALSSHALL NOT BE STORED NOR MACHINERY OPERATED WITHIN THE DRIP-LINE OF THETREES TO REMAIN.

MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES:

1. THE CONTRACTOR SHALL ON A DAILY BASIS INSPECT AND MAINTAIN THE INTEGRITYAND FUNCTION OF ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURESTHROUGHOUT THE DURATION OF THE CONSTRUCTION PROCESS.

2. TO ASSURE PROPER FUNCTION, SILTATION BARRIERS SHALL BE MAINTAINED IN GOODCONDITION AND REINFORCED, EXTENDED, REPAIRED OR REPLACED AS NECESSARY.WASHOUTS SHALL BE IMMEDIATELY REPAIRED, RE-SEEDED AND PROTECTED FROMFURTHER EROSION.

3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN ITBECOMES ABOUT 0.5 FEET DEEP AT THE FENCE AND FROM BEHIND THE COMPOSTFILTER SOCKS ONCE IT REACHES 1/2 THE FILTER SOCK HEIGHT. THE SEDIMENT FENCEAND COMPOST FILTER SOCKS SHALL BE REPAIRED AS NECESSARY TO MAINTAINBARRIER.

4. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHEDACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN IN ORDER TO MAINTAIN AVIGOROUS, DENSE VEGETATIVE COVER.

SOIL AND EROSION CONTROL NOTES1. TEMPORARY SEDIMENTATION ENTRAPMENT AREAS SHALL BE PROVIDED AT KEY

LOCATIONS TO INTERCEPT AND CLARIFY SILT LADEN RUNOFF FROM THE SITE.

2. SILT THAT LEAVES THE SITE IN SPITE OF THE REQUIRED PRECAUTIONS SHALL BECOLLECTED AND REMOVED AS DIRECTED BY APPROPRIATE MUNICIPAL AUTHORITIES.

3. AT THE COMPLETION OF THE PROJECT, ALL TEMPORARY SILTATION DEVICES SHALL BEREMOVED AND THE AFFECTED AREAS REGRADED, OR TREATED IN ACCORDANCE WITH THEAPPROVED SITE PLANS.

4. ALL SEDIMENTATION ENTRAPMENT STRUCTURES WILL BE INSPECTED AND MAINTAINED ONA REGULAR BASIS.

5. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES (SILT FENCE AND/ OR COMPOSTFILTER SOCKS) AROUND AREAS BEING DISTURBED DURING CONSTRUCTION AND ASNECESSARY.

6. CONTRACTOR TO INSTALL SILT FENCE OR COMPOST FILTER SOCKS DOWNSLOPE OF ALLUTILITY TRENCHES.

7. DISTANCES SHOWN FROM THE WETLANDS IF ANY ON THE CONSTRUCTION PLANS AND SOILEROSION AND SEDIMENT CONTROL PLANS ESTABLISH THE MINIMUM SEPARATIONPERMITTED BETWEEN THE PROPOSED CONSTRUCTION ACTIVITIES AND BOUNDARY OF THEWETLANDS.

7.1. AREA OF DISTURBANCE LINES SHALL BE CLEARLY DELINEATED IN THE FIELD BYINSTALLING ORANGE CONSTRUCTION FENCING AROUND THE ENTIRE PROPOSEDCONSTRUCTION AREA. EXCEPT AS NECESSARY TO PROVIDE MITIGATION PLANTINGS,NO ENCROACHMENT BEYOND THESE LIMITS BY WORKERS OR MACHINERY SHALL BEPERMITTED.

7.2. GRADING AND CLEARING AND OTHER CONSTRUCTION-RELATED ACTIVITIES SHALLTAKE PLACE ONLY WITHIN THE DELINEATED AREA OF DISTURBANCE LINES. THESEAREAS OF DISTURBANCE LINES REPRESENT THE MAXIMUM LIMITS OF CONSTRUCTIONACTIVITIES. EVERY ATTEMPT SHALL BE MADE TO FURTHER REDUCE GRADING ANDCLEARING ACTIVITIES WITHIN THE AREA OF DISTURBANCE LINES BY MAINTAININGNATURAL VEGETATION AND TOPOGRAPHY WHEREVER PRACTICABLE.

7.3. ALL CONSTRUCTION AND CONSTRUCTION RELATED-ACTIVITIES OCCURRING ON THISSITE SHALL COMPLY WITH THE STANDARDS AND RECOMMENDATIONS OF THE NEWYORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENTCONTROL.

7.4. PRIOR TO THE COMMENCEMENT OF ANY SITE WORK, THE APPLICANT SHALL STAKETHE LOCATION OF THE CONSTRUCTION ACTIVITY FOR INSPECTION AND APPROVAL BYTHE TOWN ENGINEER (IF REQUIRED).

7.5. ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN ON THIS PLANSHALL BE IN PLACE PRIOR TO THE START OF ANY SITE WORK. THE TOWN ENGINEERSHALL HAVE INSPECTED THE INSTALLATION OF ALL REQUIRED SOIL EROSION ANDSEDIMENTATION CONTROL MEASURES PRIOR TO THE AUTHORIZATION TO PROCEEDWITH ANY PHASE OF THE SITE WORK (IF REQUIRED).

7.6. THROUGHOUT THE CONSTRUCTION PERIOD, A QUALIFIED PROFESSIONAL RETAINEDBY THE APPLICANT SHALL, ON AT LEAST A WEEKLY BASIS, PRIOR TO ANY PREDICTEDRAIN EVENT AND AFTER RUNOFF-PRODUCING RAIN EVENT, INSPECT THE SOILEROSION AND SEDIMENTATION CONTROL MEASURES TO ENSURE THEIR PROPERFUNCTIONING.

7.7. ALL DRAINAGE STRUCTURES AND ANY OTHER REQUIRED UTILITY APPURTENANCESSHALL BE INSTALLED AS REQUIRED BY TOWN SPECIFICATIONS AND AS SHOWN ONTHESE PLANS.

7.8. IF THE APPLICANT, DURING THE COURSE OF CONSTRUCTION, ENCOUNTERS SUCHCONDITIONS AS FLOOD AREAS, UNDERGROUND WATER, SOFT OR SILTY AREAS,IMPROPER DRAINAGE, OR OTHER UNUSUAL CIRCUMSTANCES OR CONDITIONS THATWERE NOT FORESEEN IN THE ORIGINAL PLANNING, THEY SHALL REPORT SUCHCONDITIONS IMMEDIATELY TO THE TOWN ENGINEER. THE APPLICANT MAY SUBMIT, IFTHEY SO DESIRE, THEIR RECOMMENDATIONS AS THE SPECIAL TREATMENT TO BEGIVEN SUCH AREAS TO SECURE ADEQUATE, PERMANENT AND SATISFACTORYCONSTRUCTION. THE TOWN ENGINEER, WITHOUT UNNECESSARY DELAY, SHALLINVESTIGATE THE CONDITION OR CONDITIONS, AND SHALL EITHER APPROVE THEAPPLICANT'S RECOMMENDATION TO CORRECT THE CONDITIONS, ORDER AMODIFICATION THEROF, OR ISSUE THEIR OWN SPECIFICATION FOR THE CORRECTIONOF THE CONDITIONS. IN THE EVENT OF THE APPLICANT'S DISAGREEMENT WITH THEDECISION OF THE TOWN ENGINEER, OR IN THE EVENT OF A SIGNIFICANT CHANGERESULTING TO THE SITE PLAN OR ANY CHANGE THAT INVOLVES WETLANDREGULATED AREAS, THE MATTER SHALL BE DECIDED BY THE PLANNING BOARD. ANYSUCH CONDITIONS OBSERVED BY THE PLANNING BOARD OR ITS AGENTS SHALL BESIMILARLY TREATED.

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FOUND 5/8" REBARW/ 2' MARKER POST

FOUND 1 12" PIPEBENT

FOUND 2" PIPE

FOUND 1/2" PIPE0.2' BELOW GRADE

EXISTING 4' HIGHCONC. WALL


EXISTING 6'CHAIN LINK

FENCE

EXISTING 1 STORYMETAL BUILDING

EXISTINGGRAVEL

EXISTINGPAVEMENT

EXISTINGRAILROADTRACKS

GRAVEL

80'±

PROPOSED SQF 120' MONOPOLELAT: N42°51' 43.32" (42.862033°)LONG: W78°16' 37.63" (-78.277119°)BASE ELEV: 985.6' AMSL

EXISTINGUTILITY POLE

EXISTINGUTILITY POLENG51-5


EXISTINGUTILITY POLENYT4 & NG51-4


NYT3 & NG51-3


NYSEG51-1




EXISTINGUTILITY POLENYT6 & NM6-1

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PROPOSED SQF75'X75' LEASE PARCELAREA = 0.13± ACRES

PROPOSED 30'ACCESS EASEMENT

N/FVILLAGE OF ATTICA

ATTICA MEMORIA PARK6.14-3-47.1


6.14-3-46.1


6.14-3-45

N/FPENNSYLVANIA LINES LLC

6.14-2-65

N/FHILLCREST INDUSTRIES

6.14-3-46.2

N/F

VILL

AGE

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6.15

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VETERANS MEMORIAL DR

"ONE WAY"

APPROXIMATEPARCEL LINEPER TAX MAP

ZONED MFR(MULTI-FAMILY RESIDENTIAL)

ZONED I(INSTITUTIONAL)

ZONED M(MANUFACTURING)

ZONED VC(VILLAGE CENTER)

ZONED MDR(MEDIUM DENSITY RESIDENTIAL)


ZONED NC(NEIGHBORHOOD COMMERCIAL)


20'±

POST

POST

POST

N/FSOUTHERN TIER PROPERTY

DEVELOPMENT LLC6.18-1-20

N/F

RO

Y AM

EDIC

K6.

18-1

-16.

1


6.14-3-44


COMMENTSDATENO.

SHEET NUMBER

SHEET OF

C.E. JOB NUMBER

SHEET TITLE

SITE INFORMATION









7706.0111

PROJECTMANAGER

DRAWN BY

217 Lake Avenue

Rochester, NY 14608

(585) 458-3020

Costich

Engineering

Civil

Engineering

Land

Surveying

Landscape

Architecture


VA100

0 9 6 1 84

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YORK

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03

SURVEY PLAN

T.K.W.

D.A.W.

SCALE:

1VA100

SURVEY PLAN1" = 100' (22 x 34 SHEET)1" = 200' (11 x 17 SHEET)

NONESOUTHNORTH

TOWER SETBACKS TO PROPERTY LINES(FROM TOWER CENTER)

WESTEAST

REQUIRED126'±285'±55'±483'±

PROVIDED

1 inch = ft. (22" x 34" SHEET)

( IN FEET )

GRAPHIC SCALE

0


10050100 200 400

100200

NONENONENONE

N

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RT

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COMMENTSDATENO.

SHEET NUMBER

SHEET OF

C.E. JOB NUMBER

SHEET TITLE

SITE INFORMATION









7706.0111

PROJECTMANAGER

DRAWN BY

217 Lake Avenue

Rochester, NY 14608

(585) 458-3020

Costich

Engineering

Civil

Engineering

Land

Surveying

Landscape

Architecture


VA110

0 9 6 1 84

STA

TEOF NEW

YORK

MIC

HAEL O R I TCHI E

LIC

EN

SED

PROFESS I ONA L ENG

I NE

ER



04

SURVEY NOTES

T.K.W.

D.A.W.

DESCRIPTION OF ACCESS EASEMENT

ALL THAT TRACT OR PARCEL OF LAND SITUATE IN THE VILLAGE OF ATTICA, COUNTY OF WYOMING, STATE OF NEW YORK, ALLAS SHOWN ON A MAP ENTITLED "ATTICA SITE #: NY 1008 SURVEY PLAN", PREPARED BY COSTICH ENGINEERING, D.P.C.,HAVING DRAWING NO. 7706.01 VA100, DATED 10/26/2000, AND BEING MORE PARTICULARLY BOUNDED AND DESCRIBED ASFOLLOWS:

COMMENCING AT AN EXISTING 1/2" IRON PIPE ON THE ASSUMED EASTERLY BOUNDS OF EXCHANGE STREET, SAID EXISTING1/2" IRON PIPE BEING THE SOUTHWESTERLY CORNER OF LANDS NOW OR FORMERLY OWNED BY THE VILLAGE OFATTICA-ATTICA MEMORIAL PARK (T.A. #6.14-3-47.1); THENCE

A. NORTHERLY, ALONG SAID ASSUMED EASTERLY BOUNDS OF EXCHANGE STREET, A DISTANCE OF 26.7 FEET TO THEPOINT AND PLACE OF BEGINNING; THENCE

1. NORTHERLY, ALONG THE AFORESAID LINE, A DISTANCE OF 32.1 FEET TO A POINT; THENCE

2. N89°15'42"E, A DISTANCE OF APPROXIMATELY 490 FEET TO A POINT; THENCE

3. NORTHEASTERLY, ALONG A CURVE TO THE LEFT HAVING A DELTA ANGLE OF 72°39'40", A RADIUS OF 215.00FEET, AND AN ARC DISTANCE OF 272.66 FEET, SAID CURVE ALSO HAVING A CHORD OF N52°55'53"E 254.75 FEETTO A POINT; THENCE

4. N16°36'03"E, A DISTANCE OF 112.72 FEET TO A POINT; THENCE

5. NORTHERLY, ALONG A CURVE TO THE LEFT HAVING A DELTA ANGLE OF 52°35'24", A RADIUS OF 435.00 FEET,AND AN ARC DISTANCE OF 399.27 FEET, SAID CURVE ALSO HAVING A CHORD OF N09°41'39"W 385.40 FEET TO APOINT; THENCE

6. N35°59'22"W, A DISTANCE OF 15.28 FEET TO A POINT; THENCE

7. NORTHWESTERLY, ALONG A NON TANGENT CURVE; SAID CURVE TO THE LEFT HAVING A DELTA ANGLE OF53°29'30", A RADIUS OF 215.00 FEET, AND AN ARC LENGTH OF 200.73 FEET, SAID CURVE ALSO HAVING A CHORDOF N64°14'48"W 193.51 FEET TO A POINT; THENCE

8. S89°00'27"W, A DISTANCE OF APPROXIMATELY 730 FEET TO A POINT; THENCE

9. NORTHERLY, ALONG SAID ASSUMED EASTERLY BOUNDS OF EXCHANGE STREET, A DISTANCE OF 30 FEET TO APOINT; THENCE

10.N89°00'27"E, A DISTANCE OF APPROXIMATELY 540 FEET TO A POINT; THENCE

11.N00°00'00"E, A DISTANCE OF 33.49 FEET TO A POINT; THENCE

12.NORTHEASTERLY, ALONG A CURVE TO THE RIGHT HAVING A DELTA ANGLE OF 56°33'18", A RADIUS OF 101.00FEET, AND AN ARC DISTANCE OF 99.69 FEET, SAID CURVE ALSO HAVING A CHORD OF N28°16'39"E 95.70 FEETTO A POINT; THENCE


14.NORTHEASTERLY, ALONG A CURVE TO THE RIGHT HAVING A DELTA ANGLE OF 30°20'18", A RADIUS OF 101.00FEET, AND AN ARC DISTANCE OF 53.48 FEET, SAID CURVE ALSO HAVING A CHORD OF N71°43'27"E 52.86 FEETTO A POINT; THENCE


16.NORTHEASTERLY, ALONG A CURVE TO THE LEFT HAVING A DELTA ANGLE OF 63°14'01", A RADIUS OF 71.00 FEET,AND AN ARC DISTANCE OF 78.36 FEET, SAID CURVE ALSO HAVING A CHORD OF N55°16'35"E 74.44 FEET TO APOINT; THENCE


18.N77°25'29"W, A DISTANCE OF 32.08 FEET TO A POINT; THENCE


20.S77°25'29"E, A DISTANCE OF 30.00 FEET TO THE NORTHWESTERLY CORNER OF THE PROPOSED TILSON LEASEPARCEL; THENCE

21.S12°34'31"W, ALONG THE WESTERLY BOUNDS OF SAID PROPOSED TILSON LEASE PARCEL, DISTANCE OF 75.00FEET TO THE SOUTHWESTERLY CORNER OF SAID PROPOSED TILSON LEASE PARCEL; THENCE

22.S77°25'29"E, ALONG THE SOUTHERLY BOUNDS OF SAID PROPOSED TILSON LEASE PARCEL, DISTANCE OF 75.00FEET TO THE SOUTHEASTERLY CORNER OF SAID PROPOSED TILSON LEASE PARCEL; THENCE

23.S12°34'31"W, A DISTANCE OF 30.00 FEET TO A POINT; THENCE

24.N77°25'29"W, A DISTANCE OF 42.35 FEET TO A POINT; THENCE


26.SOUTHWESTERLY, ALONG A CURVE TO THE RIGHT HAVING A DELTA ANGLE OF 63°14'01", A RADIUS OF 101.00FEET, AND AN ARC DISTANCE OF 111.47 FEET, SAID CURVE ALSO HAVING A CHORD OF S55°16'35"W 105.90 FEETTO A POINT; THENCE


28.SOUTHWESTERLY, ALONG A CURVE TO THE LEFT HAVING A DELTA ANGLE OF 30°20'18", A RADIUS OF 71.00FEET, AND AN ARC DISTANCE OF 37.59 FEET, SAID CURVE ALSO HAVING A CHORD OF S71°43'27"W 37.16 FEETTO A POINT; THENCE


30.SOUTHWESTERLY, ALONG A CURVE TO THE LEFT HAVING A DELTA ANGLE OF 56°33'18", A RADIUS OF 71.00FEET, AND AN ARC DISTANCE OF 70.08 FEET, SAID CURVE ALSO HAVING A CHORD OF S28°16'39"W 67.27 FEETTO A POINT; THENCE

31.S00°00'00"E, A DISTANCE OF 32.97 FEET TO A POINT; THENCE


33.SOUTHEASTERLY, ALONG A CURVE TO THE RIGHT HAVING A DELTA ANGLE OF 53°35'14", A RADIUS OF 245.00FEET, AND AN ARC DISTANCE OF 229.14 FEET, SAID CURVE ALSO HAVING A CHORD OF S64°11'56"E 220.88 FEETTO A POINT; THENCE

34.S35°59'22"E, A DISTANCE OF 15.66 FEET TO A POINT; THENCE

35.SOUTHERLY, ALONG A CURVE TO THE RIGHT HAVING A DELTA ANGLE OF 52°35'24", A RADIUS OF 465.00 FEET,AND AN ARC DISTANCE OF 426.81 FEET, SAID CURVE ALSO HAVING A CHORD OF S09°41'39"E 411.98 FEET TO APOINT; THENCE


37.SOUTHWESTERLY, ALONG A CURVE TO THE RIGHT HAVING A DELTA ANGLE OF 72°39'40", A RADIUS OF 245.00FEET, AND AN ARC DISTANCE OF 310.70 FEET, SAID CURVE ALSO HAVING A CHORD OF S52°55'53"W 290.30 FEETTO A POINT; THENCE

38.S89°15'42"W, A DISTANCE OF APPROXIMATELY 480 FEET TO THE POINT AND PLACE OF BEGINNING.

DESCRIPTION OF LEASE PARCEL

ALL THAT TRACT OR PARCEL OF LAND SITUATE IN THE VILLAGE OF ATTICA, COUNTY OFWYOMING, STATE OF NEW YORK, ALL AS SHOWN ON A MAP ENTITLED "ATTICA SITE #: NY 1008SURVEY PLAN", PREPARED BY COSTICH ENGINEERING, D.P.C., HAVING DRAWING NO. 7706.01VA100, DATED 10/26/2000, AND BEING MORE PARTICULARLY BOUNDED AND DESCRIBED ASFOLLOWS:

COMMENCING AT AN EXISTING 1/2" IRON PIPE ON THE ASSUMED EASTERLY BOUNDS OFEXCHANGE STREET, SAID EXISTING 1/2" IRON PIPE BEING THE SOUTHWESTERLY CORNER OFLANDS NOW OR FORMERLY OWNED BY THE VILLAGE OF ATTICA-ATTICA MEMORIAL PARK (T.A.#6.14-3-47.1); THENCE

A. N25°39'00"E, A DISTANCE OF 1,212.84 FEET TO THE POINT AND PLACE OF BEGINNING;THENCE

1. N12°34'31"E, A DISTANCE OF 75.00 FEET TO A POINT; THENCE

2. S77°25'29"E, A DISTANCE OF 75.00 FEET TO A POINT; THENCE

3. S12°34'31"W, A DISTANCE OF 75.00 FEET TO A POINT; THENCE

4. N77°25'29"W, A DISTANCE OF 75.00 FEET TO THE POINT AND PLACE OF BEGINNING.CONTAINING 0.129 ACRES OF LAND, MORE OR LESS.

ALL THAT TRACT OR PARCEL OF LAND SITUATE IN THE VILLAGE OF ATTICA, COUNTY OFWYOMING, STATE OF NEW YORK, ALL AS SHOWN ON A MAP ENTITLED "ATTICA SITE #: NY 1008SURVEY PLAN", PREPARED BY COSTICH ENGINEERING, D.P.C., HAVING DRAWING NO. 7706.01VA100, DATED 10/26/2000, AND BEING MORE PARTICULARLY BOUNDED AND DESCRIBED ASFOLLOWS:

COMMENCING AT AN EXISTING 1/2" IRON PIPE ON THE ASSUMED EASTERLY BOUNDS OFEXCHANGE STREET, SAID EXISTING 1/2" IRON PIPE BEING THE SOUTHWESTERLY CORNER OFLANDS NOW OR FORMERLY OWNED BY THE VILLAGE OF ATTICA-ATTICA MEMORIAL PARK (T.A.#6.14-3-47.1); THENCE

A. N25°39'00"E, A DISTANCE OF 1,212.84 FEET TO THE SOUTHWESTERLY CORNER OF THEPROPOSED TILSON 75X75' LEASE PARCEL; THENCE

B. N12°34'31"E, ALONG THE WESTERLY BOUNDS OF SAID PROPOSED TILSON 75X75' LEASEPARCEL, A DISTANCE OF 75.00 FEET TO THE POINT AND PLACE OF BEGINNING, SAIDPOINT OF BEGINNING BEING THE NORTHWESTERLY CORNER OF SAID PROPOSEDTILSON 75X75' LEASE PARCEL; THENCE

1. S12°34'31"W, ALONG SAID WESTERLY BOUNDS OF THE PROPOSED TILSON 75X75'LEASE PARCEL, A DISTANCE OF 8.22 FEET TO A POINT; THENCE

2. N33°23'01"W, A DISTANCE OF APPROXIMATELY 107 FEET TO A POINT ON THECOMMON LINE BETWEEN LANDS NOW OR FORMERLY OWNED BY THE VILLAGE OFATTICA (T.A. #6.14-3-46.1) TO THE SOUTH AND LANDS NOW OR FORMERLY OWNEDBY PENNSYLVANIA LINES LLC (T.A. #6.14-2-65) TO THE NORTH; THENCE

3. EASTERLY, ALONG SAID COMMON LINE BETWEEN LANDS NOW OR FORMERLYOWNED BY THE VILLAGE OF ATTICA (T.A. #6.14-3-46.1) TO THE SOUTH AND LANDSNOW OR FORMERLY OWNED BY PENNSYLVANIA LINES LLC (T.A. #6.14-2-65) TO THENORTH, A DISTANCE OF 11.9 FEET TO A POINT; THENCE

4. S33°23'01"E, A DISTANCE OF APPROXIMATELY 99 FEET TO A POINT ON THENORTHERLY BOUNDS OF SAID PROPOSED TILSON 75X75' LEASE PARCEL; THENCE

5. N77°25'29"W, ALONG SAID NORTHERLY BOUNDS OF THE PROPOSED TILSON 75X75'LEASE PARCEL, A DISTANCE OF 5.88 FEET TO THE POINT AND PLACE OFBEGINNING.

DESCRIPTION OF UTILITY EASEMENT

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OH OHOH OH

OH

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OH OH OHOH OH OH

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OH

OH

OH

OH

XX

XX

XX

XX

XX

XX

XX

XX

X



EXISTING 6'CHAIN LINK FENCE

EXISTING 1 STORYMETAL BUILDING

EXISTINGGRAVEL

EXISTINGPAVEMENT

GRAVEL

20'±

20'±

PROPOSED 12'WIDE GRAVELACCESS DRIVE

EXISTING CATCH BASINT.G.=969.62N. INV=965.62 6" CPPS. INV=965.62 6" CPP

EXISTING CATCH BASINT.G.=980.29

W. INV=977.89 12" HDPEPROPOSED SQF 120' MONOPOLELAT: N42°51' 43.32" (42.862033°)LONG: W78°16' 37.63" (-78.277119°)BASE ELEV: 985.6' AMSL

PROPOSED UNDERGROUND UTILITYROUTING CENTERED WITHIN 10'

UTILITIES EASEMENT (115'±)


EXISTINGUTILITY POLENG51-5

EXISTINGUTILITY POLE EXISTING

UTILITY POLENYT4 & NG51-4


NYT3 & NG51-3


NYSEG51-1


EXISTINGUTILITY POLE EXISTING

UTILITY POLE

EXISTINGUTILITY POLENYT6 & NM6-1


APPR

OXI

MAT

E PA

RC

EL B

OU

ND

S


AP

PR

OX

IMA

TE P

AR

CE

L BO

UN

DS


EXISTING CATCH BASINT.G.=968.80E. INV=966.40 24" CMPW. INV=966.50 24" CMP

PROPOSED 60' 12" HDPEW/ END SECTIONN. INV= 967.25S. INV= 967.85℄ DRIVE = 970.6

VETERANS MEMORIAL DR

PROPOSED 6' TALLCHAIN LINK FENCE W/BARBED WIRE TOP

PROPOSED (2) 6' CHAINLINK SWING GATES W/

BARBED WIRE TOP

55'±

126'±

24" CMP 24" CMP

"ONE WAY"

COMMENTSDATENO.

SHEET NUMBER

SHEET OF

C.E. JOB NUMBER

SHEET TITLE

SITE INFORMATION









7706.0111

PROJECTMANAGER

DRAWN BY

217 Lake Avenue

Rochester, NY 14608

(585) 458-3020

Costich

Engineering

Civil

Engineering

Land

Surveying

Landscape

Architecture


CA100

0 9 6 1 84

STA

TEOF NEW

YORK

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05

OVERALL SITE PLAN

T.K.W.

D.A.W.

SCALE:

1CA100

OVERALL SITE PLAN1" = 30' (22 x 34 SHEET)1" = 60' (11 x 17 SHEET)


( IN FEET )

GRAPHIC SCALE

0


301530 60 120

3060

N

NO

RT

H

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EXISTINGGRAVEL

PROPOSED SQF 120' MONOPOLELAT: N42°51' 43.32" (42.862033°)

LONG: W78°16' 37.63" (-78.277119°)BASE ELEV: 985.6' AMSL

PROPOSED UNDERGROUNDUTILITY ROUTING CENTERED

WITHIN 10' UTILITIES EASEMENT(115'±)

APPR

OXI

MAT

E PA

RC

EL B

OU

ND

S


PROPOSED 6' TALLCHAIN LINK FENCE W/BARBED WIRE TOP

PROPOSED (2) 6' CHAINLINK SWING GATES W/

BARBED WIRE TOP

70.0'

57.0

'

12.0'

13.0

'

PROPOSED UTILITYMETER BOARD

PROPOSEDBOLLARD (TYP)

APPROXIMATELOCATION OF BURIEDTOWER FOUNDATION

PROPOSED VERIZONWIRELESS GENERATOR ON

4'x7' CONCRETE SLAB

PROPOSED VERIZONWIRELESS EQUIPMENTCABINETS ON 4'x7'CONCRETE SLAB

PROPOSED VERIZON WIRELESS16.0' x 22.5' LEASE PARCELAREA= 360 Sq.Ft.

PROPOSED VERIZONWIRELESS EQUIPMENT

H-FRAME

PROPOSED 1' WIDECABLE BRIDGE

PROPOSED 3'WIDE CABLINGEASEMENT

PROPOSEDSTONE YARD

18.8

'

5.0'

15.2

'

12.8'

COMMENTSDATENO.

SHEET NUMBER

SHEET OF

C.E. JOB NUMBER

SHEET TITLE

SITE INFORMATION









7706.0111

PROJECTMANAGER

DRAWN BY

217 Lake Avenue

Rochester, NY 14608

(585) 458-3020

Costich

Engineering

Civil

Engineering

Land

Surveying

Landscape

Architecture


CA110

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06

COMPOUND SITE PLAN

T.K.W.

D.A.W.

SCALE:

1CA110

COMPOUND SITE PLAN1" = 5' (22 x 34 SHEET)1" = 10' (11 x 17 SHEET)1 inch = ft. (22" x 34" SHEET)

( IN FEET )

GRAPHIC SCALE

0


52.55 10 20

510

N

NO

RT

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10486988.76PVT-BROKEN BT-GRV

OH OH OH

OH

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OH OH OH OH OHOH OH OH

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OH

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EXISTINGGRAVEL

GRAVEL

PROPOSED 12'WIDE GRAVELACCESS DRIVE

PROPOSED SQF 120' MONOPOLELAT: N42°51' 43.32" (42.862033°)LONG: W78°16' 37.63" (-78.277119°)BASE ELEV: 985.6' AMSL

PROPOSED SQF75'X75' LEASE PARCEL

AREA = 0.13± ACRES


EXISTING CATCH BASINT.G.=968.80

E. INV=966.40 24" CMPW. INV=966.50 24" CMP

975

980

985

970PROPOSED 60' 12" HDPEW/ END SECTIONN. INV= 967.25S. INV= 967.85℄ DRIVE = 970.6

971

972

973

975

980

984

984

984

983

976

977

978

979

974

973

972

969.72

969.5

PROPOSED 50' STABILIZEDCONSTRUCTION ENTRANCE

24" CMP 24" CMP

PROPOSEDCONCRETEWASHOUT

PROPOSED LIMITS OFDISTURBANCE = 0.43± ACRES

SFSF

SF

PROPOSEDCHECK DAM (TYP)

PROPOSED INLETPROTECTION

986

985

986

990

987

990

988

PROPOSEDDRAINAGE

SWALE (TYP)

WOODS /BRUSH

COMMENTSDATENO.

SHEET NUMBER

SHEET OF

C.E. JOB NUMBER

SHEET TITLE

SITE INFORMATION









7706.0111

PROJECTMANAGER

DRAWN BY

217 Lake Avenue

Rochester, NY 14608

(585) 458-3020

Costich

Engineering

Civil

Engineering

Land

Surveying

Landscape

Architecture


CA120

0 9 6 1 84

STA

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07

GRADING & EROSIONCONTROL PLAN

T.K.W.

D.A.W.

SCALE:

1CA120

GRADING & EROSION CONTROL PLAN1" = 20' (22 x 34 SHEET)1" = 40' (11 x 17 SHEET)


( IN FEET )

GRAPHIC SCALE

0


201020 40 80

2040

N

NO

RT

H

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BASE ELEV= 0.0 AGL

116.

0'120.

0'124.

0'

PROPOSED SQF120' MONOPOLE TOWER

PROPOSED VERIZON WIRELESSPANEL ANTENNA ARRAY@ 116' AGL CENTERLINE

BASE ELEV= 0.0 AGL

PROPOSED 4' LIGHTNING ROD

AREA RESERVED FOR FUTURE CARRIER@ 105' AGL CENTERLINE



AREA RESERVED FOR 4' MICROWAVE DISH@ 75' AGL CENTERLINE



GAMMA

AZIMUTH 240°

PROPOSED 12-CIRCUITOVP UNIT

BETAAZIMUTH 120°

ALP

HA

AZI

MU

TH 0

°

PROPOSED PANEL ANTENNA(TYP OF 2 PER SECTOR)

PROPOSED RRH UNIT(TYP OF 2 PER SECTOR)

PROPOSED STIFF ARM (TYP)

PROPOSED 6' BOOM(TYP PER SECTOR)

COMMENTSDATENO.

SHEET NUMBER

SHEET OF

C.E. JOB NUMBER

SHEET TITLE

SITE INFORMATION









7706.0111

PROJECTMANAGER

DRAWN BY

217 Lake Avenue

Rochester, NY 14608

(585) 458-3020

Costich

Engineering

Civil

Engineering

Land

Surveying

Landscape

Architecture


CA500

0 9 6 1 84

STA

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08

TOWER ELEVATION &ORIENTATION PLAN

T.K.W.

D.A.W.

SCALE:

3CA500

ANTENNA ORIENTATION1" = 5' (22 x 34 SHEET)1" = 10' (11 x 17 SHEET)SCALE:

1CA500

TOWER ELEVATION1" = 10' (22 x 34 SHEET)1" = 20' (11 x 17 SHEET)


( IN FEET )

GRAPHIC SCALE

0


52.55 10 20

510


( IN FEET )

GRAPHIC SCALE

0


10510 20 40

1020

1. THE TOWER SHALL BE CONSTRUCTED WITH GALVANIZED STEEL.

2. NO FAA OBSTRUCTION LIGHTING IS PROPOSED BY SFQ, LLC UNLESS IT ISREQUIRED BY THE FEDERAL AVIATION ADMINISTRATION OR THE LOCALMUNICIPALITY.

3. ALL REFERENCES TO THE TOWER AND ITS FOUNDATION ARE TO BEDIRECTED TO THE DESIGN AND DETAIL DRAWINGS BY THE TOWERSUPPLIER.

4. THERE SHALL BE NO PERMANENT CLIMBING PEGS WITHIN 15' OF THEGROUND OF ANY TOWER.

5. PROPOSED ANTENNAS SHALL BE INSTALLED IN ACCORDANCE WITH THESITE SPECIFIC RF ANTENNA DESIGN SHEET SUPPLIED BY THE RFSYSTEMS ENGINEER.

SCALE:

2CA500

BOOM MOUNT DETAILNTS

72"36"

35 1/2"

36 1/2"

18 3/4"

1 15

/16"

GALVANIZING VENT HOLES ATUNDERSIDES OF HORIZONTAL

PIPES - EACH END

CLIP PLATES BOTH SIDESROTATED IN 30°

(2) 2" SCH 40END PIPES GALVANIZING VENT HOLES AT

ALL LOWER END OFINTERMEDIATE PIPE

(2) 1 1/4" SCH 40PIPE - BETWEEN UPPER & LOWER ARM

ASSEMBLY; PROVIDE CALVANIZING VENTHOLES AT LOWER BACKSIDE

STANDOFF STIFFARM2" SCH 40 PIPE (TYP)

BOOM STIFFARM1 1/2" SCH 40 PIPE

2 1/2" SCH 40TOP PIPE

2 1/2" SCH 40BOTTOM PIPE

2" SCH 40INTERMEDIATE PIPE

CLIP PLATE (FLAT BAR)3x2x1/4 (TYP)

Ø11/16"

5/8" U-BOLTTOP & BOTTOM

(2) STANDOFF RAIL2 1/2" SCH 40 (TYP)

STANDOFF SPACER,1" SCH 40 PIPE

11 3/8"

HSS3x3x3/16 UPPER & LOWERARM ASSEMBLY

C3x4.1 WELDED TO UPPER& LOWER ARMS

BOOM MOUNT DESIGN OBTAINED FROM A DRAWING BYARMOR TOWER, TITLED "6' BOOM" SHEET #S-1, DATED04/17/18NSTD-445 CLASSIFICATION: M900R(1150)-4[6]

36'

BOOM STIFFARMATTACHED TO ADJACENTSTANDOFF RAIL (TYP)

3/4" ROD

PROPOSED MONOPOLE TRI COLLAR MOUNTNUDD P/N: A3MPCLAMP OR APPROVED EQUAL

TYP 3/16

N

NO

RT

H

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EXISTINGGRADE

PROPOSED VERIZON WIRELESSEQUIPMENT CABINET

PROPOSED VERIZON WIRELESS4'x7' CONCRETE PAD

PROPOSED VERIZON WIRELESS 200AINTEGRATED LOAD CENTER

PROPOSED VERIZONWIRELESS CABLE BRIDGE

PROPOSED P1000 UNISTRUT, LENGTH &SPACING TO BE DETERMINED IN FIELD TOSUIT EQUIPMENT MOUNTING LOCATIONS

PROPOSED VERIZONWIRELESS CABLE BRIDGEPOST

PROPOSED VERIZONWIRELESS 30KW DIESEL

GENERATOR ON 4'x7'CONCRETE PAD

PROPOSED VERIZONWIRELESS H-FRAME

PROPOSED VERIZON WIRELESS U/GCONDUITS FROM GENERATOR TO ILC

PROPOSED TRAP BOX (SITE PRO 1 P/N:TRAP3 OR APPROVED EQUAL) (TYP)

PROPOSED VERIZON WIRELESS OVP

(2) 2" LMFC CONDUITSFROM CABINET TO OVP

PROPOSED 18"Ø CONCRETE PIER (TYP)

PROPOSED GPSUNIT SUPPLIED BY

CONTRACTOR

PROPOSED VERIZON WIRELESS24"x24" TELCO BOX WITH

LOCKABLE HASP

PROPOSED VERIZONWIRELESS 4'x7' CONCRETE

PAD

PROPOSED VERIZON WIRELESS200A INTEGRATED LOAD CENTER

PROPOSED VERIZON WIRELESS CABLE BRIDGE

EXISTING GRADE

PROPOSED P1000 UNISTRUT, LENGTH &SPACING TO BE DETERMINED IN FIELD TO SUITEQUIPMENT MOUNTING LOCATIONS

PROPOSED VERIZON WIRELESS H-FRAME


1 1/2" POWER PVC CONDUIT (FROM GENERATOR)

2" POWER PVC CONDUIT (FROM METER/DISC)

1" ALARM/CONTROL PVC CONDUIT (FROM GENERATOR)

1" HEATER/CHARGER PVC CONDUIT (FROM GENERATOR)

(3) 1" POWER EMT CONDUITS

2" FIBER EMT CONDUIT

2" FIBER PVC CONDUIT (FROM TELCO DEMARC)

3/4" POWER EMT CONDUIT

1" POWER/ALARM EMT CONDUIT

1" ALARM EMT CONDUIT

TRANSITION POINT FROM EMT CONDUIT TOLMFC CONDUIT (TYP)

PROPOSED GPSUNIT SUPPLIED BY

CONTRACTOR

PROPOSED 110V AC POWER OUTLET WITHIN TELCO BOX(IF REQUIRED)

PROPOSED COURTESY GFI RECEPTACLEWITH WEATHERPROOF COVER

PROPOSED LIGHT TIMER WITHWEATHERPROOF COVER

UNIVERSAL PIPE ADAPTERKIT BY SITEPRO OR

EQUAL (TYP OF 2)PROPOSED 25W FLOOD LIGHT

(LITHONIA OLFL14 PE BZ M4)MOUNTED ON H-FRAME

10.0'

4.3'4.3'

10.0

'

PROPOSED VERIZON WIRELESS4'x7' CONCRETE PAD

PROPOSED P1000 UNISTRUT,LENGTH & SPACING TO BE

DETERMINED IN FIELD TO SUITEQUIPMENT MOUNTING

LOCATIONS

EXISTING GRADE

PROPOSED HYBRIFLEX CABLESROUTED ALONG CABLE BRIDGE

PROPOSED GROUND BAR

PROPOSED VERIZON WIRELESS OVP

PROPOSED VERIZON WIRELESS200A INTEGRATED LOAD CENTER

(ON OPPOSITE SIDE)

PROPOSED VERIZONWIRELESS CABLE BRIDGE

PROPOSED VERIZON WIRELESSCABLE BRIDGE POST



SPACE RESERVED FORFUTURE EQUIPMENT(RRH'S, DIPLEXERS,

ETC)

PROPOSED GPS UNIT SUPPLIED BYCONTRACTOR

PROPOSED SITE PRO CABLE PORTENTRY BOOT (TYP)

UNIVERSAL PIPE ADAPTER KIT BYSITEPRO OR EQUAL (TYP OF 2)

(2) 2" LMFC CONDUITS FROM CABINET TO OVPPROPOSED TRAP BOX (SITE PRO 1 P/N:TRAP3 OR APPROVED EQUAL) (TYP)

PROPOSED 18"Ø CONCRETE PIER

PROPOSED 25W FLOOD LIGHT (LITHONIAOLFL14 PE BZ M4) MOUNTED ON H-FRAME

10.0'

4.3'4.3'

10.0

'

PROPOSED CABLE BRIDGE

UNIVERSAL GPS MOUNTBY SITEPRO OR

EQUAL (TYP OF 2)

PROPOSEDHYBRID CABLE (TYP)

PROPOSED GPS UNIT SUPPLIEDBY CONTRACTOR

PROPOSEDMONOPOLE

PROPOSED CABLES TO BE ROUTED INSIDE MONOPOLE

CABLE GROUND BAR


PROPOSED VERIZONWIRELESS OVP

10.0

'

11.9

'± A

GL

2.1'8' MAX1.5'

7' C

LEA

R (M

IN)

COMMENTSDATENO.

SHEET NUMBER

SHEET OF

C.E. JOB NUMBER

SHEET TITLE

SITE INFORMATION









7706.0111

PROJECTMANAGER

DRAWN BY

217 Lake Avenue

Rochester, NY 14608

(585) 458-3020

Costich

Engineering

Civil

Engineering

Land

Surveying

Landscape

Architecture


CA501

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09

EQUIPMENTELEVATIONS

T.K.W.

D.A.W.

SCALE:

1CA501

FRONT ELEVATION1" = 2' (22 x 34 SIZE)1" = 4' (11 x 17 SIZE)

NOTES:

1. CONTRACTOR TO INSTALL PULL STRINGS IN ALL EQUIPMENT CONDUITS (OVP,ALARM AND FIBER)

2. CONTRACTOR TO ADD PLYWOOD BACKING BOARD INSIDE HOFFMAN BOX.

3. CONTRACTOR TO PROVIDE AND INSTALL CAT6 ETHERNET CABLING FOR ALLALARM POINTS REQUIRED BY VERIZON WIRELESS STANDARDS.

4. ALL CIVIL SITE WORK (CONDUITS, GROUNDING, CONCRETE) TO BE PERFORMEDBY VERIZON WIRELESS GENERAL CONTRACTOR. ALL OTHER WORK TO BE DONEBY OTHERS.

SCALE:

3CA501

REAR ELEVATION1" = 2' (22 x 34 SIZE)1" = 4' (11 x 17 SIZE)

SCALE:

4CA501

EQUIPMENT ELEVATION1" = 2' (22 x 34 SIZE)1" = 4' (11 x 17 SIZE)

SCALE:

2CA501

SIDE ELEVATION1" = 2' (22 x 34 SIZE)1" = 4' (11 x 17 SIZE)

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COMMENTSDATENO.

SHEET NUMBER

SHEET OF

C.E. JOB NUMBER

SHEET TITLE

SITE INFORMATION









7706.0111

PROJECTMANAGER

DRAWN BY

217 Lake Avenue

Rochester, NY 14608

(585) 458-3020

Costich

Engineering

Civil

Engineering

Land

Surveying

Landscape

Architecture


CA502

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10

SITE DETAILS

T.K.W.

D.A.W.

SCALE:

3CA502

DOUBLE GATE DETAIL1/4" = 1'-0" (11x17 SIZE)1/2" = 1'-0" (22x34 SIZE)

SCALE:

4CA502

GRAVEL SURFACING TREATMENT1/2" = 1'-0" (11x17 SIZE)1 1/2" = 1'-0" (22x34 SIZE)

3/4" CRUSHED STONECONFORMING WITH NYSDOTSTANDARD SPECIFICATIONSSECTION 703-AGGREGATE,SUB-SECTION 703-02-COURSEAGGREGATE, TABLE 703-4 NO. 2STONE

WEED BARRIER SHALLBE TYPAR LANDSCAPEFABRIC OR ENGINEERAPPROVED EQUAL

COMPACTED SUBGRADE

6" M

IN

SCALE:

2CA502

BOLLARD DETAIL3/8" = 1'-0" (11x17 SIZE)3/4" = 1'-0" (22x34 SIZE)

2'-0"DIA.

COMPACTEDSUBGRADE

COMPACTED 3/4"CRUSHED STONE

4000 PSICONCRETE

GRADE

6" DIA SCH 40CONCRETE FILLEDSTEEL PIPE GUARDPOST

PAINTED YELLOW

4'-0

"4'

-0"

6"6"

OUTSIDEINSIDE

~

X

X

X

EXTENSION ARM

POST CAP

TOP RAIL

LINE POST SPACED @ NOTTO EXCEED 10'-0" O.C.(SEE FENCING NOTES FORDIAMETERS OF POSTS)

CHAIN LINK FABRIC

1'-0

"6'

-0"

3" MIN.

1'-0"DIA

6"

4'-0

"

TENSION WIRE

1/2" CROWN

GRADE

3500 PSI CONCRETE

BARBED WIRE3 STRANDS

GALVANIZED

SCALE:

1CA502

FENCE DETAIL3/8" = 1'-0" (11x17 SIZE)3/4" = 1'-0" (22x34 SIZE)

11'-9"

SE

E F

EN

CE

DE

TAIL

1'-0"DIA

1'-6

"

9" x 9" BANDED HANDHOLE (TYP) W/ CHAINWELDED @ ONE SIDE

WELDED HEAVY DUTY HASPAND STAPLE W/ INTEGRALDROP BAR AND PADLOCK

3 STRANDS OF GALVANIZEDBARBED WIRE

TOP RAIL

GATE FRAME

4" DIA SCH 40GATE POST

TENSION WIRE

GRADE

CONCRETE (SEEFENCE DETAIL)

CENTER DROPBAR

SLOTTEDMUSHROOM CAP

CAP (TYP ON ALL POSTS)

3/8" DIA STEEL TRUSS RODAT GATE (TYP)

(3) INDUSTRIAL MALLEABLEIRON OFFSET PIN HINGES

PER GATE PANEL(PAGE-WILSON M-6 OR

EQUAL)

TO GROUNDSYSTEM REFER TOGROUNDING PLANFOR CONNECTION

4000 PSICONCRETE

SECTION VIEW PLAN VIEW

SCALE:

5CA502

CABLE BRIDGE DETAIL1" = 1'-0" (22 x 34 SHEET)1" = 2'-0" (11 x 17 SHEET)

3.5'

6"6"

12" 12"

13'-4

" (D

IRE

CT

BU

RIA

L)

7'-0

" CLE

AR

(MIN

)10

'-0"±

24" WIDE - MODEL #IB24-D

12" WIDE - MODEL #IB12-D

ICE BRIDGE SITE PRO1MODEL #IB12D-T3

ICE BRIDGE SITE PRO1MODEL #IB24D-T3

ANTENNA CABLESON SNAP-IN CABLEHANGER (TYP)

POST CAP

NOTE:ALL DISTURBED AREAS NOT RECEIVINGSTONE SHALL RECEIVE 4" OF TOPSOILAND BE SEEDED AS DIRECTED BYCELLULAR NETWORK REPRESENTATIVE.

NOTE: SLOPE STABILIZATIONTECHNIQUES SUCH AS SURFACEROUGHENING (SEE NEW YORKGUIDELINES FOR URBAN EROSIONAND SEDIMENT CONTROL) SHALLBE UTILIZED ON ALL SLOPESGREATER THAN 3:1.

COMPACT EXISTING SUBGRADE TO95% OF MAXIMUM DENSITY ATOPTIMUM MOISTURE CONTENT USINGSTANDARD PROCTOR (ASTM D-698)TESTING.

MIRAFI HP270 (WOVEN FABRIC) OR APPROVEDEQUAL - THIS FABRIC WILL BE SPREAD OVER THEROADWAY PAVEMENT SUBGRADE TO PROVIDEADDITIONAL STRUCTURAL STRENGTH FORPROPOSED LOADINGS.

SUBGRADE AREAS THAT CANNOT BE STABILIZED OR RESULT INREMOVAL OF ALL ORGANICS UTILIZING A MAXIMUM OF 1.0' OFUNDERCUT SHOULD BE REPORTED TO THE CONSTRUCTIONMANAGER. CONSTRUCTION MANAGER SHALL RECOMMEND THEAPPROPRIATE BRIDGING TECHNIQUE THAT MAY INCLUDEUTILIZATION OF STONE FILLING, ADDITIONAL FABRIC AND/ORGEOGRID MATERIALS.

4%

CENTERLINE OFIMPROVEMENTS

4%

THEORETICALGRADE LINE(T.G.L.)

6' 6'

MAX.16

1'-6" LEVELINGAREA

VEGETATESLOPE

MAX.13 MAX. 1

6

1'-6" LEVELINGAREA

VEGETATE SLOPE

MAX. 13

PROOF-ROLL ROADWAY SUBGRADE AREAS USING A 12TON SMOOTH DRUM VIBRATORY ROLLER. AREAS THAT

SHOW PUMPING OR WHICH ARE OTHERWISEUNSATISFACTORY SHALL BE UNDERCUT AND REPLACED

WITH COMPACTED FILL, OR STABILIZED IN PLACE.

6" N.Y.S.D.O.T. PAY ITEM NO. 304.12, MATERIALDESIGNATION 733.0402 SUBBASE COURSE

TYPE 2, COMPACTED WITH A 12 TON SMOOTHDRUM VIBRATORY ROLLER

12" N.Y.S.D.O.T. PAY ITEM NO. 623.12 SIZEDESIGNATION #4 CRUSHED STONE (12" MINIMUM WITH

2-6" COMPACTED LIFTS COMPACTED WITH A 12 TONSMOOTH DRUM VIBRATORY ROLLER). THE CELLULAR

CONSTRUCTION MANAGER MAY SPECIFY ADDITIONALSTONE BASE AS FIELD CONDITIONS WARRANT.

NOTE:ACCESS DRIVE STONE TO BEACQUIRED FROM N.Y.S.D.O.T.APPROVED QUARRY.

SCALE:

6CA502

GRAVEL DRIVE CROSS SECTIONNTS

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COMMENTSDATENO.

SHEET NUMBER

SHEET OF

C.E. JOB NUMBER

SHEET TITLE

SITE INFORMATION









7706.0111

PROJECTMANAGER

DRAWN BY

217 Lake Avenue

Rochester, NY 14608

(585) 458-3020

Costich

Engineering

Civil

Engineering

Land

Surveying

Landscape

Architecture


CA503

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11

EROSION CONTROLDETAILS

T.K.W.

D.A.W.

NOTES:

1. SILT FENCE SHALL BE MAINTAINED IN PLACE DURING CONSTRUCTIONAND SOIL STABILIZATION PERIOD.

2. CONTRACTOR SHALL CONSTRUCT SILT FENCE IN ACCORDANCE WITHMANUFACTURER'S REQUIREMENTS.

3. EXCAVATE TRENCH 6" WIDE X 6" DEEP. BURY BOTTOM 12" OF FABRICAND TAMP IN PLACE.

4. WHEN FENCE IS NO LONGER NEEDED, THE ACCUMULATED SILT, ALLTHE POSTS AND FABRIC SHALL BE REMOVED AND TRENCH BACKFILLED WITH TOPSOIL AND SEEDED.

SCALE:

1CA503

SILT FENCE DETAILNTS

NATIVE SOIL

48" MIN. FENCE POST(SPACING 10'-0" CENTER

TO CENTER MAX.)

FILTER FABRIC AMOCOCONSTRUCTION FABRIC

STYLE 1380 OR ENGINEERAPPROVED EQUAL

SILTGRADE

2'-0

" MIN

2'-0

" MIN

4'-0

"

TAMPEDBACKFILL

EXCAVATEDTRENCH

6"

6"

CONSTRUCTION SPECIFICATIONS AND NOTES1. STONE SIZE - USE 1-4" STONE, OR RECLAIMED OR RECYCLED

CONCRETE EQUIVALENT.2. LENGTH - AS REQUIRED, (100 FT. MIN. FOR ACCESS TO COUNTY

OR STATE ROADS) NOT LESS THAN 50 FT. (EXCEPT ON SINGLERESIDENCE LOT WHERE A 30 FT. MINIMUM LENGTH SHALL APPLY.

3. THICKNESS - NOT LESS THAN SIX (6) INCHES.4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE

FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE.

5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIORTO PLACING OF STONE.

6. SURFACE WATER - ALL SURFACE WATER FLOWING AND/ORDIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BEPIPED BENEATH THE ENTRANCE. IF THE PIPING IS IMPRACTICAL,A MOUNTING BERM WITH 5:1 SLOPES WILL BE PERMITTED.

7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN ACONDITION WHICH WILL PREVENT TRACKING OR FLOWING OFSEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENTSPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLICRIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.

8. WASHING - WHEN WASHING IS REQUIRED, IT SHALL BE DONE ONAN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO ANAPPROVED SEDIMENT TRAPPING DEVICE.

9. PERIODIC INSPECTION & NEEDED MAINTENANCE SHALL BEPROVIDED AFTER EACH RAIN.

C/L

3' 5:1

SECTION VIEW

PLAN VIEW

C/L

EXISTINGGROUND

MOUNTABLEBERM OPTIONAL

FILTER CLOTH EXISTINGPAVEMENT

EXISTINGGROUND

12' M

IN.

EX. PAVE.

6" MIN.

10'

10'

50' MIN. (100' MIN. COUNTY & STATE ROADS)

50' MIN. (100' MIN.COUNTY & STATE ROADS)

SCALE:

2CA503

STABILIZED CONSTRUCTION ENTRANCE DETAILSCALE: NTS

SECTION VIEW

18" DIAMETER FILTREXX R SOXX(ALSO AVAILABLE IN 8", 12"AND 24" DIAMETERS)

TM

PLAN VIEW

18" DIAMETER FILTREXX R SOXX(ALSO AVAILABLE IN 8", 12"AND 24" DIAMETERS

TM

NOTES:FOR ANY PROJECT ON WHICH CONCRETE WILL BE POURED OR OTHERWISE FORMED ON SITE, A SUITABLE WASHOUTFACILITY MUST BE PROVIDED FOR THE CLEANING OF CHUTES, MIXERS, AND HOPPERS OF THE DELIVERY VEHICLESUNLESS SUCH A FACILITY WILL BE USED AT THE SOURCE OF THE CONCRETE.

1. UNDER NO CIRCUMSTANCES MAY WASH WATER FROM THESE VEHICLES BE ALLOWED TO ENTER ANY SURFACEWATERS.

2. CONCRETE WASHOUT SHALL BE UNDERLAYED WITH 4 MIL. THICK PLASTIC BUFFER.3. MAKE SURE THAT PROPER SIGNAGE IS PROVIDED TO DRIVERS SO THAT THEY ARE AWARE OF THE PRESENCE OF

WASHOUT FACILITIES.4. WASHOUT FACILITIES SHOULD NOT BE PLACED WITHIN 50 FEET OF STORM DRAINS, OPEN DITCHES OR SURFACE

WATERS.5. INSTALL ON FLAT GRADE NOT TO EXCEED 2%.6. CONCRETE WASHOUT MAY BE STACKED IN A PYRAMIDAL CONFIGURATION FOR ADDED HEIGHT AND STABILITY.7. CONCRETE WASHOUT MAY BE DIRECT SEEDED AT THE TIME OF INSTALLATION.8. THEY SHOULD BE IN A CONVENIENT LOCATION FOR THE TRUCKS, PREFERABLY NEAR THE PLACE WHERE THE CONCRETE IS

BEING POURED.9. CONCRETE WASHOUT NOT TO BE LESS THAN 6' IN DIAMETER.

2"x2"x36" WOODENSTAKES PLACED 5' O.C.

MAXIMUM DEPTH OF CONTAMINATED WATER IS 50%OF CONCRETE WASHOUT HEIGHT.

2"x2"x36" WOODENSTAKES PLACED 5' O.C.

PUMP CONTAMINATED WATERINTO CONCRETE WASHOUT

SCALE:

4CA503

CONCRETE WASHOUT DETAIL NTS

SCALE:

3CA503

CULVERT TRENCH DETAIL1/2" = 1'-0" (11x17 SIZE)1" = 1'-0" (22x34 SIZE)

1'-0"

1'-0

"

1'-0"

ADS N-12 CULVERT

SAND PIPEBEDDING, 6" MIN.

UNDISTURBEDMATERIAL

MANUALLY COMPACTEDBACKFILL TO 95% STANDARDPROCTOR DENSITY

GRAVEL DRIVE

NOTES:1. OVER-EXCAVATE FOR BELLS.

2. ADDITIONAL BEDDING MAY BE USED AS ORDERED BY ENGINEER.

3. ALL EXCAVATION AND TRENCHING SHALL MEET OSHA REQUIREMENTS.

B

B

A

SYMBOL

CREST 24"MAX @

CENTER

ASAME ELEVATION

SLOPE

PROFILE

SPACING VARIES DEPENDINGON CHANNEL SLOPEX = SLOPE (FT/FT)

H (Ft)

21

111

1

12

SECTION A-A SECTION B-B

CONSTRUCTION SPECIFICATIONS1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONS

SHOWN IN THE PLAN.

2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THEDOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM.

3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTINGAROUND THE DAM.

4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITHSTONE OR LINER AS APPROPRIATE.

5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARENOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE.

6. MAXIMUM DRAINAGE AREA 2 ACRES.

1.5'MIN.

FILTER FABRIC

DITCH BOTTOMFILTER FABRIC

GROUND LINE

CUTOFF TRENCHDESIGN BOTTOM

CUTOFF TRENCH18" WIDE 6" DEEP TOE

18"

6"

X

H

24" MAX @CENTER

9" MIN.

SCALE:

5CA503

CHECK DAM DETAILNTS

BURIED FABRICDROP INLETWITH GATE

2"X4" WOOD FRAME

GATHER EXCESS ATCORNERS

FRAME

FABRIC

STAKE

1.5'

MA

X.

3' MIN.

CONSTRUCTION SPECIFICATIONS

1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORTTERM APPLICATIONS.

2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARENEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE.

3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METALWITH A MINIMUM LENGTH OF 3 FEET.

4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THEUSE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT.

5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND ANDBACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME.

6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THEFABRIC FOR OVER FLOW STABILITY.

MAXIMUN DRAINAGE AREA 1 ACRE

SCALE:

6CA503

INLET PROTECTION DETAILNTS

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