compiled set 20260210

OAD

HATCH ROAD

NSET ROYAL SU DRIVE

SITE

FIVE MILE LINE ROAD

RIDGE R

MCMAHON LARUE ENGINEERS AND SURVEYORS 822 HOLT RD. WEBSTER, NEW YORK 14580 INFO@MCMAHON-LARUE.COM (585) 436 - 1080

TOWN 440

Gravel Parking Lot

LOCATION SKETCH N.T.S

P

OH

Asphalt Driveway

PLANS UNDER REVIEW NOT FOR CONSTRUCTION

Asphalt Driveway 438

INSTALL CONCRETE WASHOUT PER DETAIL

43 5

436

Power Pole

OHP

OHP

5.00 FEET WIDE EASEMENT TO RGE AND RTC L:5240 P:119

OHP

Power Pole

OHP

Guy Wire

Power Pole

HP O

8" Tree 436

20' Side Setback

43

43.4'

Bollards

CO

Metal Sign

7 43

Concrete Porch

Concrete Porch

436

Concrete Sidewalk 21.9'

5

1 Story Frame Building FF:438.49'

Basement Window Well

Asphalt Parking Lot

15.1'

Vegetated Area 24.5'

14.2'

43

24.4'

28.2'

28.2'

Frame Shed FF:436.18'

LIMIT OF EXISTING GRAVEL PARKING AREA

TO BE DEMOLISHED

CURRENT EXTENT OF ASPHALT

435

13.4'

14.2'

50.5'

10" Tree

43

432

434

STATE ROUTE 404

6

435

REPUTED 6" STORM SEWER ALIGNMENT

W

437

Light Pole

434

CO 438

20' Side Setback

OHP

Power Poles

433

EXISTING LIMITS OF IMPERVIOUS AREA = 1.00 AC,

P OH

431

435

431

Concrete Barriers

W

Storm Water Retention Area

2

INV:6" PVC Z:430.44

43

433

434

433

2

43

6" Tree

436

40.4'

Split Rail Fence

429

Edge of Pavement

20' FEET WIDE EASEMENT TO LOT 2 FOR UTILITIES, SEWER, AND WATER PER REF. 6

430

INV:4" PVC Z:430.68

OHP

433

Street Line

SILT FENCE (TYP.)

3 43

Asphalt Driveway

432

COPYRIGHT c by McMahon LaRue Associates: 2025

xxxxxx xxxxxx xxxxxx xxxxxx

TOTAL SITE AREA =

ZONING DISTRICT =

UTILITIES:

75,450.0 SQ.FT. 1.732 ACRES MC MEDIUM-INTENSITY COMMERCIAL DISTRICT

CURRENT:

UTILITIES SHOWN HEREON WERE PLOTTED FROM A COMBINATION OF FIELD LOCATIONS AND RECORD MAPS. SUB-GRADE UTILITY LOCATIONS WERE NOT VERIFIED NOR CERTIFIED TO SUCH. SUB-SURFACE UTILITIES ARE DEPICTED AT QUALITY LEVEL "C" AS DEFINED IN ASCE STANDARD 38-02.

3.2%

MOTOR VEHICLE SERVICE STATIONS OR PUBLIC GARAGES. THERE SHALL BE THREE PARKING SPACES FOR EACH SERVICE BAY. UNITS OF MEASUREMENT. (1) SIZE OF PARKING SPACE. THE SIZE OF A PARKING SPACE SHALL NOT BE LESS THAN 20 FEET LONG AND NINE FEET WIDE, EXCLUSIVE OF ACCESS OR MANEUVERING AREA. (2) TRAFFIC LANES WITHIN PARKING AREAS SHALL BE AT LEAST 25 FEET IN WIDTH.

K:\2025 PROJECTS\25-0166 771 RIDGE RD\03 CAD\01 CONTRACT PLANS\01-EX COND DEMO.DWG

60

W

THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND IS SUBJECT TO ANY EASEMENTS OR ENCUMBRANCES THAT AN UPDATED ABSTRACT OF TITLE MAY SHOW.

40

N:1.95 W:0.71 #6 Rebar Found Base Bent East

OHP

SITE DATA:

20

1,358.12 Along R.O.W. Line to the west R.O.W. of Five Mile Line Road

0

Fire Hydrant

ABSTRACT OF TITLE:

( 66.00' R.O.W. )

Wooden Deck

Steps

P OH

W

15.1'

13.7'

LOT 2

Light Pole

15.0'

Existing Sanitary Easement to the Town of Webster Per Ref. 5

22.5'

22.3'

75' Rear Setback

LOT 1 Area to R.O.W. 75,450.0 Sq. Ft. 1.732 Acres

" IT IS A VIOLATION OF THIS LAW FOR ANY PERSON UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF A LICENSED ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION ".

W

HP

OHP

O

438

DRAWING ALTERATION THE FOLLOWING IS AN EXCERPT FROM THE NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION 7209 AND APPLIES TO THIS DRAWING

Asphalt Driveway

6

437

438

50' Front Setback 150.02' Wide

Asphalt Parking Lot

Vegetated Area

Water Valve

Fire Hydrant

8" Tree

OHP

36" Tree

LIMIT OF DISTURBANCE 30,790 SQ. FT/0.71 AC.

HP

W

N:0.25 W:0.21 Capped Rebar Found

O

RIDGE ROAD

Guy Wire

Concrete Sidewalk

Vegetated Area

Vegetated Area

OHP

Catch Basin RIM:434.36 E INV:432.96

437

7 43

439

Water Valve

PROJECT:

771 RIDGE ROAD PART OF TOWN LOT 59 TOWNSHIP 13 - RANGE 4 PHELPS AND GORHAM PURCHASE TOWN OF WEBSTER, MONROE COUNTY STATE OF NEW YORK PROJ. NO: 25-0166 CLIENT:

ALLAN MALLETTE 771 RIDGE ROAD WEBSTER, NY 14580 DATE

REVISIONS

BY:

P OH

Power Poles

DRAWN BY:

CHECKED BY:

ISSUED:

SCALE:

FEBRUARY 10, 2026

1" = 20'

PROJECT STATUS

PRELIMINARY / FINAL DRAWING TITLE

- ALLAN MALLETTE

EXISTING CONDITIONS/ DEMOLITION PLAN

Alfred I. LaRue, N.Y.S.P.L.S # 046558

SHEET NUMBER

DRAWING NUMBER

1 of 5

C-100

MCMAHON LARUE

P OH

822 HOLT RD. WEBSTER, NEW YORK 14580 INFO@MCMAHON-LARUE.COM (585) 436 - 1080

OHP

EXISTING TREE TO REMAIN

REWORK EXTENT OF GRAVEL AREA TO ESTABLISH GRASS BUFFER STRIP

ENGINEERS AND SURVEYORS

HP O

MAINTAIN 5.0' GRASS BUFFER STRIP (TYP.)

OHP

OHP

OHP

OHP

OHP

HP O

40

20' Side Setback

25' MIN.

24.1'

OHP

HP

5.0

BUILDING PROTECTION BOLLARDS (TYP.) 1.0

1.0

43.4'

15.0'

5.0

5.0

P

OH

0.1

15.1'

1.0

83.75'

EXISTING TREES TO REMAIN (TYP.)

W

239.9'

OHP

STATE ROUTE 404

DUMPSTER ENCLOSURE PAD

50.5'

PLACE WINDOW WELLS ON EAST ELEVATION OF BASEMENT WINDOWS TO SUPPORT FILL PLACEMENT TO PROPOSED GRADE 24.5'

24.4'

1.0

1 Story Frame Building FF:438.49'

33.75'

33.75'

PROPOSED MOTOR VEHICLE SERVICE STATION 2,827 SF. FFE: 436.0

15.1'

17

0.1

20' Side Setback

OHP

0.1 31.7'

15.3'

15.4'

( 66.00' R.O.W. )

21.9'

P OH

W

13.4'

13.7'

EXISTING MOUNDED LANDSCAPE BEDS WITH PEA STONE COVER (TYP.)

24

5.0

" IT IS A VIOLATION OF THIS LAW FOR ANY PERSON UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF A LICENSED ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION ".

22.5'

22.3'

75' Rear Setback

10' WALLPACK WITH LITHONIA LIGHTING WDGE3 LED OR EQUAL, (TYP.,SEE DETAIL)

DRAWING ALTERATION THE FOLLOWING IS AN EXCERPT FROM THE NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION 7209 AND APPLIES TO THIS DRAWING

EXISTING MONUMENT SIGN

1.0 5.0

PLANS UNDER REVIEW NOT FOR CONSTRUCTION

W

10' POLE WITH DOUBLE LITHONIA LIGHTING D-SERIES SIZE 2 WITH BLC4 DISTRIBUTION, OR EQUAL, (SEE DETAIL)

O

PROPOSED TOTAL IMPERVIOUS AREA = 1.00 AC.

1.0

50' Front Setback 150.02' Wide

0.1

0.1 9'W x 20'L PARKING SPACE

W

0.1

LIMITS OF PROPOSED STANDARD DUTY ASPHALT

RIDGE ROAD

5.0'

W

PROJECT:

771 RIDGE ROAD 12" x 18"

R7-1 RED LEGEND & BORDER AND WHITE BACKGROUND

R7-8 GREEN LEGEND & BORDER WHITE SYMBOL ON BLUE BOX, AND WHITE BACKGROUND

THIS SIGN TYPICAL AT ALL NO PARKING ACCESS AISLES BETWEEN ACCESSIBLE PARKING SPACES

20

0

PART OF TOWN LOT 59 TOWNSHIP 13 - RANGE 4 PHELPS AND GORHAM PURCHASE TOWN OF WEBSTER, MONROE COUNTY STATE OF NEW YORK

W

OHP

THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES

12" x 18"

60

40

P

OH

CLIENT:

THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES

12" x" 6"

ALLAN MALLETTE 771 RIDGE ROAD WEBSTER, NY 14580 DATE

"U" CHANNEL POST (2-LBS./FT)

REVISIONS

BY:

APPROVAL SIGNATURES :

"U" CHANNEL POST (2-LBS./FT) 5'-0" (MIN.) 5'-0" (MIN.)

4" PIPE BOLLARD PAINTED TRAFFIC YELLOW, FILLED W/CONCRETE (IN PAVED AREAS)

4" PIPE BOLLARD PAINTED TRAFFIC YELLOW, FILLED W/CONCRETE (IN PAVED AREAS) 1" ITEM 403.19 TOP SLOPE TOP OF CONCRETE

2" ITEM 403.13 BINDER

SLOPE TOP OF CONCRETE

COPYRIGHT c by McMahon LaRue Associates: 2025

1/4" PER FT.

GROUND/PAVING GROUND/PAVING

SURFACE

SITE DATA:

PLANNING BOARD CHAIRPERSON

DATE

TOWN ENGINEER

DATE

079-17-1-21.11 771 RIDGE ROAD NOR-WEB INC 10136 / 345

TOTAL SITE AREA =

75,450.0 SQ.FT. 1.732 ACRES

ZONING DISTRICT =

MC MEDIUM-INTENSITY COMMERCIAL DISTRICT

TOWN ASSESSOR

DATE

SURFACE 9" ITEM 304.03 ( #2 CRUSHER RUN STONE )

SUB GRADE 1/4" PER FT.

3500 PSI P.C. CONCRETE

2'-0"

3500 PSI P.C. CONCRETE

2'-0"

3" 3"

STANDARD DUTY ASPHALT PAVEMENT NTS

1'-6" 1'-6"

TYPICAL NO PARKING IN ACCESS AISLE SIGN NTS

TYPICAL ACCESSIBLE PARKING SITE NTS

DATE

FIRE MARSHAL

DATE

CHECKED BY:

JYT

IFK

ISSUED:

SCALE:

FEBRUARY 10, 2026

1" = 20'

PROJECT STATUS

PRELIMINARY / FINAL DRAWING TITLE 3.7% 1.00 AC.

MOTOR VEHICLE SERVICE STATIONS OR PUBLIC GARAGES. THERE SHALL BE THREE PARKING SPACES FOR EACH SERVICE BAY. UNITS OF MEASUREMENT. (1) SIZE OF PARKING SPACE. THE SIZE OF A PARKING SPACE SHALL NOT BE LESS THAN 20 FEET LONG AND NINE FEET WIDE, EXCLUSIVE OF ACCESS OR MANEUVERING AREA. (2) TRAFFIC LANES WITHIN PARKING AREAS SHALL BE AT LEAST 25 FEET IN WIDTH.

WEBSTER SEWER DEPARTMENT

DATE

SITE LAYOUT PLAN WEBSTER HIGHWAY SUPERINTENDENT

MONROE COUNTY WATER AUTHORITY

K:\2025 PROJECTS\25-0166 771 RIDGE RD\03 CAD\01 CONTRACT PLANS\02-SITE PLAN.DWG

DRAWN BY:

DATE

DATE

SHEET NUMBER

DRAWING NUMBER

2 of 5

C-200

MCMAHON LARUE ENGINEERS AND SURVEYORS 822 HOLT RD. WEBSTER, NEW YORK 14580 INFO@MCMAHON-LARUE.COM (585) 436 - 1080

440

P OH

438

Catch Basin RIM:434.36 E INV:432.96

HP

O 43 5

436

OHP

437

7 43

439

PLANS UNDER REVIEW NOT FOR CONSTRUCTION

OHP

5.00 FEET WIDE EASEMENT TO RGE AND RTC L:5240 P:119

OHP

OHP

RIDGE ROAD

OHP

OHP W

HP O 436

20' Side Setback

SHEET FLOW

436

2"

19'

33.75'

%

33.75'

0.5

50.5'

PLACE WINDOW WELLS ON EAST ELEVATION OF BASEMENT WINDOWS TO SUPPORT FILL PLACEMENT TO PROPOSED GRADE

OHP

24.5'

@

FLOOR DRAIN PROPOSED MOTOR DISHARGE VEHICLE SERVICE STATION 2,827 SF. SHOP SINK FFE: 436.0 DISCHARGE

1 Story Frame Building FF:438.49'

24.4'

PE

2.0%

HD

5

P OH

431

432

433

REPUTED 6" STORM SEWER ALIGNMENT

435 6

43

432

CO 438

434

434

434

W

435

437

83.75'

STATE ROUTE 404

433

43

436

431

435

434

433

2 431

MOUNT LITHONIA LIGHTING D-SERIES SIZE 0 TLC4 DISTIRUBTION OR EQUAL (SEE DETAIL) ON EXISTING POLE

2

INV:6" PVC Z:430.44

43

20' FEET WIDE EASEMENT TO LOT 2 FOR UTILITIES, SEWER, AND WATER PER REF. 6

430

INV:4" PVC Z:430.68

OHP

433

W

433

( 66.00' R.O.W. )

-1

43

15.1'

P OH

W

LF

435

10'

13.4'

2.0%

85 PG: 436.0

20' Side Setback

15.1'

DUMPSTER ENCLOSURE PAD

Existing Sanitary Easement to the Town of Webster Per Ref. 5

15.0'

CO 7 43

H 12"

13.7'

75' Rear Setback

LF 48

F-1

43.4' 22.5'

48 L

.5%

0 E@ DP

OIL/WATER SEPARATOR (SEE DETAIL)

OHP

HP

O

438

" IT IS A VIOLATION OF THIS LAW FOR ANY PERSON UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF A LICENSED ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION ".

W

6

437

43

PROPOSED TOTAL IMPERVIOUS AREA = 1.00 AC.

MOUNT LITHONIA LIGHTING D-SERIES SIZE 0 TLC4 DISTIRUBTION OR EQUAL (SEE DETAIL) ON EXISTING POLE

438

50' Front Setback 150.02' Wide

LIMITS OF PROPOSED STANDARD DUTY ASPHALT

DRAWING ALTERATION THE FOLLOWING IS AN EXCERPT FROM THE NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION 7209 AND APPLIES TO THIS DRAWING

429 3

43

432

PROJECT:

771 RIDGE ROAD PART OF TOWN LOT 59 TOWNSHIP 13 - RANGE 4 PHELPS AND GORHAM PURCHASE TOWN OF WEBSTER, MONROE COUNTY STATE OF NEW YORK PROJ. NO: 25-0166 CLIENT:

COPYRIGHT c by McMahon LaRue Associates: 2025

0

PLANNING BOARD CHAIRPERSON

DATE

TOWN ENGINEER

DATE

TOWN ASSESSOR

DATE

DIRECTOR OF COMMUNITY DEVELOPMENT

DATE

FIRE MARSHAL

DATE

20

40

W

OHP

APPROVAL SIGNATURES :

ALLAN MALLETTE 771 RIDGE ROAD WEBSTER, NY 14580 DATE

REVISIONS

BY:

60

P OH

DRAWN BY:

CHECKED BY:

IFK

GWM

ISSUED:

SCALE:

FEBRUARY 10, 2026

1" = 20'

PROJECT STATUS

PRELIMINARY / FINAL DRAWING TITLE

WEBSTER SEWER DEPARTMENT

DATE

WEBSTER HIGHWAY SUPERINTENDENT

DATE

MONROE COUNTY WATER AUTHORITY

K:\2025 PROJECTS\25-0166 771 RIDGE RD\03 CAD\01 CONTRACT PLANS\03-UTILITY-GRADING PLAN.DWG

DATE

UTILITY and GRADING PLAN SHEET NUMBER

DRAWING NUMBER

3 of 5

C-201

3.

4.

1.

TOPOGRAPHIC INFORMATION IS BASED UPON A TOPOGRAPHIC SURVEY DATED MONTH DAY, 2025. THE CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO THE COMMENCEMENT OF WORK AND NOTIFY THE DEVELOPER OF ANY DISCREPANCIES IMMEDIATELY.

THE CONTRACTOR SHALL CLEAN DEBRIS FROM ALL EXISTING STORM STRUCTURES WITHIN THE WORK LIMIT LINES. THE CONTRACTOR SHALL MAINTAIN TEMPORARY AND/OR PERMANENT STORM WATER DRAINAGE IN ALL AREAS FOR THE DURATION OF THE CONTRACT. THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE AMENITIES NOT DESIGNATED FOR REMOVAL. THE CONTRACTOR SHALL REPAIR OR REPLACE ITEMS DAMAGED AS A RESULT OF HIS CONSTRUCTION ACTIVITIES, AS DETERMINED BY THE DEVELOPER AND AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROTECT AND SUPPORT ALL EXISTING UTILITIES FOR THE DURATION OF THE CONTRACT. THE CONTRACTOR SHALL REPLACE ANY UTILITY WHICH BECOMES DAMAGED AS A RESULT OF HIS/HER CONSTRUCTION ACTIVITIES.

2.

6.

THE CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR AND PEDESTRIAN ACCESS TO THE SITE FOR THE DURATION OF THE CONSTRUCTION.

3.

7.

THE CONTRACTOR SHALL HAVE IN PLACE ALL BARRICADES, SIGNAGE, AND LIGHTS PERTAINING TO MAINTENANCE AND PROTECTION OF TRAFFIC BEFORE ANY EXCAVATION ACTIVITY TAKES PLACE.

LOOSE PILE MATERIAL THAT IS EXCAVATED FOR BUILDING CONSTRUCTION PURPOSES SHALL BE KEPT LOOSE PILED UNTIL IT IS USED FOR FOUNDATION BACKFILL OR FINAL GRADING AND PERMANENT VEGETATION.

4.

RUNOFF FROM STOCKPILED MATERIALS SHALL BE CONTAINED BY EROSION CONTROL MEASURES. STOCKPILED MATERIALS NOT MOVED WITHIN 30 DAYS SHALL BE SHAPED INTO A UNIFORM PILE AND SEEDED WITH A RAPID GERMINATING GRASS SEED MIX.

5.

8.

9.

ALL EXCESS EXCAVATION MATERIALS DETERMINED BY THE DEVELOPER TO BE REUSABLE BY THE CONTRACTOR FOR THIS CONTRACT, MAY BE STORED ON-SITE IN A LOCATION DETERMINED BY THE OWNER. CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL WHERE POSSIBLE.

5.

CONTRACTOR STAGING AREAS ARE TO BE COORDINATED WITH THE DEVELOPER PRIOR TO START OF CONSTRUCTION. ALL DISTURBED AREAS SHALL BE RESTORED. ALL STAGING AREAS ARE TO BE WITHIN WORK LIMITS.

10. THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON ARE INFERRED FROM SURFACE EVIDENCE, AND RECORD AND UTILITY PLANS. ACTUAL LOCATION AND DESCRIPTION MAY DIFFER. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES FOR STAKEOUT. TRUE LOCATIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO ANY EXCAVATION OPERATIONS.

6.

7.

11. BLASTING WILL NOT BE ALLOWED FOR ANY EXCAVATION FOR SITE WORK OR ANY INDIVIDUAL HOME CONSTRUCTION. 12. A RENEWABLE LETTER OF CREDIT WILL BE REQUIRED. 13. AFTER INSTALLATION A TWO (2) YEAR LANDSCAPE BOND IS REQUIRED FOR 10% OF THE LANDSCAPE COST.

8.

9.

GRADING NOTES:

CONTRACTOR SHALL TEMPORARY SEED AND MULCH ALL DIVERSION DITCHES AND ANY OTHER DISTURBED AREAS NOT SCHEDULED FOR IMMEDIATE ADDITIONAL WORK. REMAINING DISTURBED AREAS SHALL BE SEEDED WITH GROUND COVER AND MULCHED AS SOON AFTER THEIR DISTURBANCE AS CONSTRUCTION PRACTICES AND WEATHER WILL ALLOW. CONTRACTOR SHALL STABILIZE DISTURBED AREAS AND STOCKPILES WITHIN 7 DAYS OF LAST CONSTRUCTION ACTIVITY IN THAT AREA. DRAINAGE SYSTEMS AND EROSION AND SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED AS FREQUENTLY AS NECESSARY A ND REPLACED IF NECESSARY UNTIL SUCH TIME AS A SUBSTANTIAL STAND OF VEGETATION HAS DEVELOPED AND POTENTIAL FOR EROSION NO LONGER EXISTS. THE CONTRACTOR SHALL MAINTAIN SITE CONDITIONS WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THE CONTRACTOR SHALL KEEP CLEAN AND FREE SIDEWALKS, STREETS, AND PAVEMENTS FROM DIRT, MUD, STONE, DEBRIS, AND OTHER HAULED MATERIALS AS A RESULT OF HIS/HER WORK.

10. A STABILIZED CONSTRUCTION ENTRANCE LOCATED SHALL BE IN PLACE PRIOR TO WORK COMMENCING ON THE SITE. THE CONTRACTOR SHALL CONTROL DUST FROM SITE ACTIVITY TO THE SATISFACTION OF THE PROJECT DEVELOPER, OWNER, AND THE TOWN OF WEBSTER.

2.

THE LINE AND GRADE OF NEW PAVEMENT SHALL MEET EXISTING PAVEMENT FLUSH WHERE DESIGNATED TO MEET ON THE DRAWING.

3.

ALL FILL AREAS ARE TO BE COMPACTED WITH A SHEEP'S FOOT ROLLER. COMPACTION SHALL BE ACCOMPLISHED TO 95% OF THE MODIFIED PROCTOR.

11. SITE EROSION CONTROL MEASURES INCLUDE BUT ARE NOT LIMITED TO MEASURES SHOWN ON THE PLANS. CONTRACTOR SHALL IMPLEMENT OTHER MEASURES ORDERED BY THE DEVELOPER OR A VILLAGE REPRESENTATIVE NECESSARY TO CONTROL EROSION AND SEDIMENTATION ON SITE.

INSTALL STAGING AREA.

14. CHECK AND REPAIR SILT FENCE, AS NECESSARY.

2.

INSTALL STABILIZED CONSTRUCTION ENTRANCE.

15. SWEEP ADJOINING ROADWAYS, IF ANY TRACKING OF SOILS ONTO OFF-SITE PAVING OCCURS.

3.

FLAG THE WORK LIMITS, MARK AREAS TO BE PROTECTED.

4.

INSTALL ALL EROSION CONTROL DEVICES.

16. INSPECT AND CLEAN ALL TEMPORARY EROSION CONTROL STRUCTURES AFTER EACH RAIN STORM EVENT.

5.

CLEAR AND GRUB THE SITE.

6.

ROUGH GRADE THE SITE, STOCKPILE TOPSOIL, AND CONSTRUCT SWALES.

7.

LEAVE THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY.

8.

CONSTRUCT UNDERGROUND UTILITIES. INSTALL SEDIMENT TRAPS IF REQUIRED.

9.

CONSTRUCT THE NEW BUILDING.

11. COMPLETE FINAL GRADING. INSTALL PERMANENT SEEDING AND PLANTINGS. 12. REFER TO EROSION CONTROL NOTES AND THE STORMWATER POLLUTION PREVENTION PLAN FOR SPECIFIC EROSION CONTROL MAINTENANCE TASKS AND SCHEDULES. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED TO THE SATISFACTION OF THE TOWN OF WEBSTER, REMOVE ALL TEMPORARY EROSION CONTROL DEVICES; AND FILL AND SEED THE TEMPORARY SEDIMENT BASINS.

DESIGNATE A WASTE COLLECTION AREA ONSITE THAT DOES NOT RECEIVE A SUBSTANTIAL AMOUNT OF RUNOFF FROM UPLAND AREAS AND DOES NOT DRAIN DIRECTLY TO A WATERBODY.

2.

CONSTRUCT A TEMPORARY LAND DIKE AROUND THE WASTE COLLECTION AREA TO PREVENT SITE WASTES FROM CONTRIBUTING TO STORMWATER CONTAMINATION.

3.

ENSURE THAT CONTAINERS HAVE LIDS AND ARE KEPT IN A COVERED AREA WHEN POSSIBLE.

4.

SCHEDULE WASTE COLLECTION APPROPRIATELY.

5.

CLEAN UP SPILLS IMMEDIATELY USING AN ABSORBENT MATERIAL SUCH AS SAWDUST OR KITTY LITTER.

6.

POST GUIDELINES FOR PROPER HANDLING, STORAGE, AND DISPOSAL OF CONSTRUCTION SITE WASTES. PROVIDE PROPER TRAINING TO ALL WORKERS ON THE SITE.

1.

2. 3.

THE FOLLOWING PRACTICES WILL BE EMPLOYED TO MAINTAIN EROSION AND SEDIMENT CONTROLS: CONTRACTOR SHALL INSPECT EROSION AND SEDIMENTATION CONTROL MEASURES AT LEAST ONCE PER DAY, AND CLEAN WITHIN ONE WORKING DAY OF ANY RAINFALL EVENT OF 1/2" RAINFALL OR GREATER OR FOLLOWING SIGNIFICANT SNOW MELT. MAINTAIN ALL MEASURES IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, INITIATE IT WITHIN 24 HOURS OF REPORT. REMOVE BUILT UP SEDIMENT FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE.

4.

INSPECT SILT FENCE FOR DEPTH OF SEDIMENT AND TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POST, AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND.

5.

INSPECT SEDIMENT BASINS FOR DEPTH OF SEDIMENT. REMOVE BUILT-UP SEDIMENT WHENEVER THE CAPACITY OF THE BASIN HAS BEEN REDUCED BY FIFTY PERCENT OF THE DESIGN CAPACITY. THE BIORETENTION AREA WILL BE CLEANED PRIOR TO INSTALLATION OF UNDERDRAIN AND BIO-SOIL AT THE CONCLUSION OF CONSTRUCTION AND WILL BE TESTED TO ENSURE IT PERFORMS AS DESIGNED.

6. 7.

INSPECT TEMPORARY AND PERMANENT SEEDING AND PLANTING FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. THE BIO-RETENTION AREA WILL BE REQUIRED TO BE TESTED IN THE PRESENCE OF A TOWN EMPLOYEE PRIOR TO THE ISSUANCE OF A C OF O.

MOUNTABLE BERM (OPTIONAL)

PROFILE 50'MIN.

HEIGHT OF FILTER = 16" MIN.

W

LO

FL

10'MIN.

8" MIN.

W

O

F

EXISTING GROUND PERSPECTIVE VIEW

PLAN VIEW

36" MIN. FENCE POST WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH FLOW

UNDISTURBED GROUND COMPACTED SOIL EMBED FILTER CLOTH A MIN. OF 6" IN GROUND. 4" SECTION VIEW

12'MIN.

MCMAHON LARUE

EXISTING PAVEMENT

ENGINEERS AND SURVEYORS 10'MIN.

1.

2.

3.

THICKNESS - NOT LESS THAN SIX (6) INCHES.

4.

5.

FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.

6.

1.

WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.

2.

FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.

7.

3.

WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.

8.

WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.

4.

PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.

9.

PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.

5.

MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.

U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE

SILT FENCE

DRAWING ALTERATION

" IT IS A VIOLATION OF THIS LAW FOR ANY PERSON UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF A LICENSED ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION ".

1.

CONCRETE WASHOUT AREA(S) SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. THE CONCRETE WASHOUT AREA SHALL BE ENTIRELY SELF-CONTAINED.

2.

THE CONTRACTOR SHALL SUBMIT THE DESIGN, LOCATION AND SIZING OF THE CONCRETE WASHOUT AREA(S) WITH THE PROJECT'S EROSION AND SEDIMENTATION CONTROL PLAN AND SHALL BE APPROVED BY THE ENGINEER. LOCATION: WASHOUT AREA(S) ARE TO BE LOCATED AT LEAST 50 FEET FROM ANY STREAM, WETLAND, STORM DRAINS, OR OTHER SENSITIVE RESOURCE. THE FLOOD CONTINGENCY PLAN MUST ADDRESS THE CONCRETE WASHOUT IF THE WASHOUT IS TO BE LOCATED WITHIN THE FLOODPLAIN.

VARIES SEE NOTE 2 HAY BALES OR COMPACTED EARTH BERM (SEE NOTE 3)

19. EROSION CONTROL MEASURES SUCH AS SILT FENCE ARE TO BE PLACED 5' INTO THE PROJECT FROM ORANGE CONSTRUCTION FENCE, AND SHALL REMAIN IN EFFECT UNTIL DEEMED UNNECESSARY BY TOWN OF WEBSTER. 20. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED, THE APPLICATION OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED WITHIN FOURTEEN (14) DAYS FROM THE DATE THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED.

SIDE SLOPES (SEE BELOW)

TEMPORARY/PERMANENT EROSION CONTROL MEASURES

EXISTING GROUND SURFACE

TEMPORARY STABILIZATION -TOPSOIL STOCKPILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES THE APPLICATION OF SOIL STABILIZATION MEASURES MUST BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED WITHIN FOURTEEN (14) DAYS FROM THE DATE THE CURRENT THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED. IF: SPRING OR SUMMER OR EARLY FALL, THEN SEED THE AREA WITH RYEGRASS (ANNUAL OR PERENNIAL) AT 30 LBS. PER ACRE (APPROXIMATELY 0.7 LB./1000 SQ. FT. OR USE 1 LB./1000 SQ. FT.) IF: LATE FALL OR EARLY WINTER, THEN SEED CERTIFIED 'AROOSTOOK' WINTER RYE (CEREAL RYE) AT 100 LBS. PER ACRE (2.5 LBS./1000 SQ. ANY SEEDING METHOD MAY BE USED THAT WILL PROVIDE UNIFORM APPLICATION OF SEED TO THE AREA AND RESULT IN GOOD SOIL TO SEED CONTACT. MULCH THE AREA WITH HAY OR STRAW AT 2 TONS/ACRE (APPROX. 90 LBS./1000 SQ. FT. OR 2 BALES). THE STRAW MULCH IS TO BE TACKED INTO PLACE BY A DISK WITH BLADES SET NEARLY STRAIGHT.

SURFACE DISCHARGE IS UNACCEPTABLE. THEREFORE, HAY BALES OR OTHER CONTROL MEASURES, AS APPROVED BY THE ENGINEER, SHOULD BE USED AROUND THE PERIMETER OF THE CONCRETE WASHOUT AREA FOR CONTAINMENT.

4.

SIGNS SHOULD BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CONCRETE AREA(S) AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. WASHOUT AREA(S) SHOULD BE FLAGGED WITH SAFETY FENCING OR OTHER APPROVED METHOD.

5.

WASHOUT AREA(S) ARE TO BE INSPECTED AT LEAST ONCE A WEEK FOR STRUCTURAL INTEGRITY, ADEQUATE HOLDING CAPACITY AND CHECKED FOR LEAKS, TEARS, OR OVERFLOWS. (AS REQUIRED BY THE CONSTRUCTION SITE ENVIRONMENTAL INSPECTION REPORT) WASHOUT AREA(S) SHOULD BE CHECKED AFTER HEAVY RAINS.

6.

HARDENED CONCRETE WASTE SHOULD BE REMOVED AND DISPOSED OF WHEN THE WASTE HAS ACCUMULATED TO HALF OF THE CONCRETE WASHOUT'S HEIGHT. THE WASTE CAN BE STORED AT AN UPLAND LOCATION, AS APPROVED BY THE ENGINEER. ALL CONCRETE WASTE SHALL BE DISPOSED OF IN A MANNER CONSISTENT WITH ALL APPLICABLE LAWS, REGULATIONS, AND GUIDELINES.

7.

PAYMENT FOR THIS ITEM IS TO BE INCLUDED UNDER THE GENERAL COST OF THE WORK FOR THE PROJECT, INCLUDING SITE RESTORATION.

SAND BAGS TO SECURE SHEETING (OR METHOD AS DIRECTED BY ENGINEER)

DEPTH VARIES SEE NOTE 2

SIDE SLOPES TO BE 2:1 OR 3:1 (NOMINAL) 10 MIL POLYETHYLENE SHEETING

CONCRETE WASHOUT AREA

PROJECT:

771 RIDGE ROAD

PERMANENT STABILIZATION -DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE STABILIZED WITH PERMANENT SEED THRU THE APPLICATION OF SOIL STABILIZATION MEASURES INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED WITHIN FOURTEEN (14) DAYS FROM THE DATE THE CURRENT THE CURRENT SOIL DISTURBANCE ACTIVITY CEASED.. LIME AND FERTILIZER WILL BE APPLIED AS DETERMINED BY SOIL TESTS. SEEDING SHALL BE COMPLETED IN COMPLIANCE WITH THE "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL."

PART OF TOWN LOT 59 TOWNSHIP 13 - RANGE 4 PHELPS AND GORHAM PURCHASE TOWN OF WEBSTER, MONROE COUNTY STATE OF NEW YORK

A

GENERAL SEED MIX:

A NO OVERFALL

SPECIES COMMON WHITE TALL FESCUE RYEGRASS (PERENNIAL)

VARIETY CLOVERCOMMON KY-31/REBEL PENNFINE/LINN

LBS./ACRE 8 20 5

LBS/1000 SQ. FT. 0.20 0.45 0.10

d

SLOPE = 0%

AFTER SEEDING, THE SURFACE SHALL BE EVENLY RAKED WITH A FINE-TOOTH RAKE AND ROLLED WITH AN APPROVED ROLLER, WEIGHING REQUIREMENT MAY BE MODIFIED IF DEEMED APPROPRIATE BY THE LOCAL SOIL AND WATER CONSERVATION DISTRICT OFFICE. A MULCH OF CLEAN NEW CROP WHEAT OR OTHER APPROVED CROPS, FREE OF NOXIOUS WEED SEEDS, SHALL BE PLACED UNIFORMLY IN A CONTINUOUS BLANKET TO PROVIDE A COVER OF 3", LOOSE DEPTH. STRAW SHALL BE OF SUCH THICKNESS THAT IT CAN BE LEFT IN PLACE DURING CUTTING OPERATIONS. THE PERMANENT LAWN SEED MIX SHALL CONSIST OF: 65% KENTUCKY BLUEGRASS BLEND AT 2.0-2.6 LBS/1000 SQ. FT. 20% PERENNIAL RYE GRASS AT 0.6-0.7 LBS/1000 SQ. FT. 15% FINE FESCUE AT 0.4-0.6 LBS/1000 SQ. FT.

AFTER SEEDING, EACH AREA SHALL BE MULCHED AS DESCRIBED ABOVE. ALL SLOPES GREATER THAN 3H:1V SHALL HAVE JUTE OR OTHER EROSION CONTROL FABRIC APPLIED.

TOP OF CHAN NEL

TOE KEY SAME AS FLARED OUTLET

TOP OF RIPRAP

S=0%

STEEP SLOPE SEED MIX SHALL CONSIST OF: 25% SLENDER WHEATGRASS 20% PERENNIAL RYEGRASS 20% KENTUCKY BLUEGRASS 20% ANNUAL RYEGRASS 15% HAIRY VETCH RATE = 20 LBS./ACRE

ALLAN MALLETTE 771 RIDGE ROAD WEBSTER, NY 14580

S DOWNSTRE AM CHANNE L INVERT 3'MIN.

A A

GRADED AGGREGATE FILTER OR FILTER CLOTH.

8'

1'MIN.

DATE

PLAN VIEW

MINIMUM DEPTH OF RIPRAP = MAXIMUM DEPTH OF FLOW (DOWNSTREAM NORMAL DEPTH OR DISCHARGE DEPTH, WHICHEVER IS GREATER).

4"

6"

FILTER CLOTH OR GRADED AGGREGATE FILTER WIDTH OF BOTTOM TO VARY FROM 1/2 PIPE DIAMETER AT PIPE OUTLET TO EXISTING CHANNEL BOTTOM AT END OF APRON.

9'

U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE

JYT

IFK

ISSUED:

SCALE:

FEBRUARY 10, 2026

N.T.S.

PRELIMINARY / FINAL

Dig Safely. New York 811

K:\2025 PROJECTS\25-0166 771 RIDGE RD\03 CAD\01 CONTRACT PLANS\03-04 DETAILS.DWG

CHECKED BY:

PROJECT STATUS

www.digsafelynewyork .org DATE

BY:

RIPRAP OUTLET PROTECTION

ENGINEERING AND PLANNING

REVISIONS

PROFILE VIEW

CROSS SECTION A-A

APPROVAL SIGNATURES :

PLANS UNDER REVIEW NOT FOR CONSTRUCTION

THE FOLLOWING IS AN EXCERPT FROM THE NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION 7209 AND APPLIES TO THIS DRAWING

U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE

18. THE ENTIRE PROJECT WILL BE RESTORED WITH 6" OF TOPSOIL.

A.

822 HOLT RD. WEBSTER, NEW YORK 14580 INFO@MCMAHON-LARUE.COM (585) 436 - 1080

STABILIZED CONSTRUCTION ENTRANCE

17. ALL SLOPES 1-ON-3 OR GREATER WILL BE STABILIZED WITH JUTE MESH AND RESTORED WITH "ERNST" NATIVE STEEP SLOPE MIX WITH RYE GRASS OR OTHER APPROPRIATE COVER.

B.

EROSION CONTROL MAINTENANCE / INSPECTION PROCEDURES

EXISTING GROUND

FILTER CLOTH

12. CONTRACTOR SHALL INSPECT EROSION AND SEDIMENTATION CONTROL MEASURES ONCE PER WEEK, AND CLEAN WITHIN ONE WORKING DAY OF ANY RAINFALL EVENT OF 1/2" RAINFALL OR GREATER OR FOLLOWING SIGNIFICANT SNOW MELT.

13. REMOVE ACCUMULATED SEDIMENT FROM STORMWATER POND WHEN SEDIMENTS OCCUPY 50% OF THE VOLUME PROVIDED. THE BIORETENTION AREA WILL BE CLEANED PRIOR TO INSTALLATION OF UNDERDRAIN AND BIO-SOIL AT THE CONCLUSION OF CONSTRUCTION AND WILL BE TESTED TO ENSURE IT PERFORMS AS DESIGNED.

10. INSTALL BIO-RETENTION FEATURE,

5:1

6"MIN.

WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING)

CONTRACTOR SHALL ROUGH GRADE THE SITE. ALL FILL MATERIAL SHALL BE COMPACTED SUFFICIENTLY TO PREVENT PROBLEMS OF EROSION, AND WHERE THE MATERIAL IS TO SUPPORT STRUCTURES, IT SHALL BE COMPACTED TO A MINIMUM OF 95% OF MODIFIED PROCTOR TEST DENSITY WITH PROPER MOISTURE CONTENT. ALL CATCH BASIN INLETS SHALL HAVE STAKED SILT FENCE AROUND THEM TO PREVENT SEDIMENT FROM ENTERING THE STORM SEWER. ALL FIELD INLETS ARE TO HAVE STONE FILTER DAMS AS SHOWN IN THE EXCAVATED DROP INLET DETAIL.

36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND.

10' MAX. C. TO C.

THE CONTRACTOR SHALL REMOVE EROSION CONTROL MEASURES WHEN AN AREA IS PERMANENTLY STABILIZED, CONSTRUCTION IS COMPLETE, FINAL VEGETATIVE COVER HAS BEEN ESTABLISHED, AND IS APPROVED BY THE TOWN OF WEBSTER.

CONTRACTOR SHALL ADJUST THE RIMS OF ALL MANHOLES, CATCH BASINS, VALVE BOXES, AND ALL OTHER UTILITY SITE STRUCTURES TO MEET FINISHED GRADE IN AREAS REQUIRING REPAVING OR REGRADING AS PART OF THIS WORK INCLUDING THOSE THAT MAY NOT BE SHOWN ON THESE DRAWINGS.

1.

COPYRIGHT c by McMahon LaRue Associates: 2025

ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH N.Y.S. GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL, AND LOCAL GOVERNING SOIL, WATER CONSERVATION AGENCY RECOMMENDATIONS AND STANDARDS AND THE NYSDEC STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES (GP 0-25-001). SILT FENCE WILL BE INSTALLED WITH A TRENCHER. ONLY AREAS NEEDED FOR CONSTRUCTION AS SHOWN ON THESE PLANS SHALL BE DISTURBED. NO OTHER TREES, SHRUBS, OR GRASSES ARE TO BE REMOVED FOR CONSTRUCTION. REMAINING VEGETATION SHALL BE PROTECTED TO PRESERVE THEIR AESTHETIC AND EROSION CONTROL VALUES. THE CONTROL OF EROSION AND SEDIMENTATION SHALL BE A CONTINUOUS PROCESS UNDERTAKEN AS NECESSARY PRIOR TO, DURING AND AFTER SITE PREPARATION AND CONSTRUCTION BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF EROSION CONTROL AND SEDIMENTATION CONTROLS AFTER GROUND COVER IS ESTABLISHED. LAWN AREA AROUND THE HOME SHALL BE STABILIZED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY.

3'

20"MIN.

2.

ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF WEBSTER AND MONROE COUNTY DEPARTMENT OF HEALTH'S LATEST SPECIFICATIONS.

EXISTING PAVEMENT

50'MIN.

16"MIN.

1.

EROSION CONTROL NOTES:

12'MIN.

GENERAL NOTES:

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

DRAWING TITLE

CONSTRUCTION DETAILS SHEET NUMBER

DRAWING NUMBER

4 of 5

C-300

MCMAHON LARUE ENGINEERS AND SURVEYORS 822 HOLT RD. WEBSTER, NEW YORK 14580 INFO@MCMAHON-LARUE.COM (585) 436 - 1080

PLANS UNDER REVIEW NOT FOR CONSTRUCTION

DRAWING ALTERATION THE FOLLOWING IS AN EXCERPT FROM THE NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION 7209 AND APPLIES TO THIS DRAWING

CONCRETE ROUND TOP

" IT IS A VIOLATION OF THIS LAW FOR ANY PERSON UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF A LICENSED ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION ".

4" EXTRA HEAVY STEEL GALVANIZED PIPE FILLED WITH CONCRETE FULL LENGTH OF PIPE

PROVIDE YELLOW PLASTIC SLEEVE COVER

HEIGHT = 4'-0"

SEE BOLLARD NOTE 1

3"

PLACED CONCRETE MEETING THE REQUIREMENTS OF R-620 (TYP.)

32" 10' PAD DIM.

6" CMU BLOCK WALL

BROOM FINISH TRANSVERSELY BLACKTOP PAVEMENT AREA

10" DIA

6"

6" STEEL BOLLARD

6X6-10/10 W.W.F. MESH

6"

0.5' (TYP.)

PROVIDE ROUNDED EDGES ON BOTH SIDES

2" NOTE: 1. ALL BOLLARDS TO BE SET PLUMB.

2.25' (TYP)

6" 6"

PROJECT:

BOLLARD

6" COMPACTED CRUSHER RUN

771 RIDGE ROAD

N.T.S. PROVIDE 20" WIDE X 12" DEEP HAUNCH AT WALL LOCATION. WALL TO BE CENTERED ON HAUNCH WITH 6" OF HAUNCH ON EITHER SIDE OF WALL EDGE.

10' INSIDE DIM.

PART OF TOWN LOT 59 TOWNSHIP 13 - RANGE 4 PHELPS AND GORHAM PURCHASE TOWN OF WEBSTER, MONROE COUNTY STATE OF NEW YORK

8 CY DUMPSTER

18"

1. 2.

CONCRETE SHALL BE 4000 PSI CLASS A* AIR ENTRAINED CONCRETE. FULL DEPTH EXPANSION JOINTS SHALL BE PROVDED EVERY 25' DUMMY OR MARKED JOINTS SHALL BE AT 5' SPACING.

19' CONCRETE PAD LENGTH

CLIENT:

ALLAN MALLETTE 771 RIDGE ROAD WEBSTER, NY 14580

CONCRETE DUMPSTER PAD PLAN 5/8"Ø x 3'-0" LONG ANCHOR BOLT (TYP.) SPACING PER LIGHTING FIXTURE MANUFACTURER

DATE

#8 AWG CONDUCTOR INSTALLED IN 3/4" RGS & CONNECTED TO POLE GROUNDING TERMINAL

REVISIONS

BY:

1" CHAMFER

4"

6' 24"

6' TALL VINYL SWING GATES

COPYRIGHT c by McMahon LaRue Associates: 2025

ENCLOSURE PLAN

3/4" RGS (TYP.)

6' TALL CMU DUMPSTER ENCLOSURE TO COLOR MATCH PROPOSED BUILDING

JYT

IFK

ISSUED:

SCALE:

FEBRUARY 10, 2026

N.T.S.

PROJECT STATUS

42"

PRELIMINARY / FINAL

FOOTERS UNDISTURBED EARTH

DRAWING TITLE

12"

18"

SECTION A-A

LIGHT POLE BASE DETAIL GRASS AREAS NTS

K:\2025 PROJECTS\25-0166 771 RIDGE RD\03 CAD\01 CONTRACT PLANS\03-04 DETAILS.DWG

CHECKED BY:

60"

GROUND ROD

4000 PSI CONCRETE WITH WWF 4X4 - W2.9XW2.9, TIED 12" DIAMETER, OR 6 #3 CIRCULAR BARS @ 12 O.C. HORIZONTALLY

DRAWN BY:

SITE DETAILS

DATE

SHEET NUMBER

DRAWING NUMBER

5 of 5

C-301