633 Basket Lockwood Site Plans compiled 4 15 25 05062025PB

12" HDPE CULVERT N INV.=390.98 S INV.=390.84

SBL# 066.03-1-7.1 N/F BIC COMPLEX LLC 655 BASKET ROAD GUY

DEED NORTH

MCMAHON LARUE PP's

ENGINEERS AND SURVEYORS

#4 REBAR FND. S:0.42 W:0.77

#5 REBAR FND.

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

S:0.41 W:0.94

MAG NAIL SET

ROW OF 12" EVERGREENS

N 01°44'05" W 250.00'

UTILITIES

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.

P NO LA T NS FO U R ND CO E NS R R TR EV UC IEW TI ON

MAG NAIL SET

16" TREE

EX. CHAIN LINK FENCE TO BE RELOCATED

SUB-SURFACE UTILITIES ARE DEPICTED AT QUALITY LEVEL "C" AS DEFINED IN ASCE STANDARD 38-02.

1.9' FEN.

18" TREE

SBL# 066.03-1-9.11 N/F HL LOCKWOOD, LLC 633 BASKET ROAD

19.2'

AREA

64,544.6 Sq.Ft., 1.482 Ac. to R.O.W. 72,794.4 Sq.Ft., 1.671 Ac. to CL

METAL BUILDING FF= 396.10

ASPHALT

1.6' FEN.

48" TREE ( TO BE REMOVED )

SURVEY CONTROL NOTES:

TEBOR ROAD

ROUTE 104

LOCATION SKETCH PROJECT:

LOCKWOOD ELECTRIC SITE

ASPHALT

6" LATERAL

BOULTER INDUSTRIAL PARK

146.0'

DRIVEWAY ( TO BE RE MOVED )

-BEARINGS SHOWN HEREON ARE REFERENCED TO DEED REF. #1 -ELEVATIONS SHOWN ARE REFERENCED TO NAVD 1988. GEOID MODEL 2018. -DISTANCES ARE SHOWN AT GROUND -NORTH ARROW REFERENCED TO DEED

EX. C/O

PROPERTY LINE

SBL# 066.03-1-7.1 N/F BIC COMPLEX LLC 655 BASKET ROAD

SITE

291.41' to CL

258.41'

ABSTRACT SEARCH NO. 470155 PREPARED BY CROSSROADS ABSTRACT CORPORATION, DATED NOVEMBER 20, 2023.

SCHLEGEL ROAD

GRAPHIC SCALE

1"=20'

BASKET ROAD

S 88°48'16" W

CONC.

48" MAPLE ( TO BE REMOVED )

20' SANITARY SEWER EASEMENT TO THE TOWN OF WEBSTER LIBER 0000 OF DEEDS, PAGE 000

SALT ROAD

ABSTRACT OF TITLE:

0.8' BLDG.

633 BASKET ROAD 20' WIDE UTILITY EASEMENT TO R.G.&E. & R.T.C. PER LIBER 8555 OF DEEDS, PAGE 597

TOWN OF WEBSTER

PROJ. NO:

PP

COUNTY LINE ROAD

DEEDS

1. LIBER 12947 OF DEEDS, PAGE 347 (SUBJECT PARCEL) 2. LIBER 11005 OF DEEDS, PAGE 97 3. LIBER 11100 OF DEEDS, PAGE 18 4. LIBER 8236 OF DEEDS, PAGE 499

(TO BE REMOVED)

N 88°48'16" E

PP

" 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 ".

STONE BUILDING FF= 394.87

257.97'

MAPS

1. LIBER 262 OF MAPS, PAGE 23 2. LIBER 267 OF MAPS, PAGE 67

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

0.6' BLDG.

290.97' to CL

REFERENCES:

SBL# 066.03-1-9.2 N/F GRB ROC PROPERTIES LLC 610 SALT ROAD L. 11100 D., P. 18

DRIVEWAY

NO PORTION OF THIS PARCEL FALLS WITHIN A REGULATED WETLAND HABITAT. THIS DESIGNATION WAS PROVIDED FROM INVENTORY MAPPING PROVIDED BY THE U.S. FISH AND WILDLIFE SERVICE AND THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. IF AN OFFICIAL DETERMINATION IS REQUIRED, CONSULT WITH A QUALIFIED WETLAND BIOLOGIST TO FIELD-VERIFY EXISTENCE OF POTENTIAL WETLAND AREAS.

GROVE OF 16" TREES

69.8'

WETLANDS:

SAW CUT LINE

24-0096

CLIENT:

LON LOCKWOOD

DRIVEWAY PORTION TO REMAIN

640 BASKET ROAD WEBSTER, NY 14580

1/2" PIPE FND. N:0.21 W:0.69

GUY

MAG NAIL SET PP

R.O.W. LINE

S 01°38'03" E

W.S.

250.00'

REVISIONS

BY:

STREET LINE

INDEX:

CB 12" HDPE RIM: 396.08 N INV.=392.43

CB 12" HDPE RIM: 393.79 S INV.= 391.34

15' WIDE EASEMENT TO RG&E LIBER 5231 OF DEEDS, PAGE 86 EDGE OF PAVEMENT

DATE

CAP'D PIN SET

(1816.54' DEED) 1817.43' MEAS. TO THE CL INTERSECTION OF BASKET RD AND BOULTER INDUSTRIAL PARKWAY

BASKET

CB 12" HDPE RIM: 394.90 S INV.=392.10 N INV.=391.95 W INV.=392.10

S 01°38'03" E

250.00'

(66' WIDE)

- COUNTY ROAD 4 -

CENTERLINE OF R.O.W.

ROAD

C-100: EXISTING CONDITIONS & DEMOLITION PLAN C-200: SITE LAYOUT PLAN C-201: GRADING & UTILITY PLAN C-300: E&SC DETAILS C-301: GENERAL DETAILS C-302: GENERAL DETAILS C-303: GENERAL DETAILS

SITE DATA

S.B.L. LOT NO.: ADDRESS: LANDOWNER: TITLE RECORD:

66.030-01-9.11 633 BASKET ROAD HL LOCKWOOD, LLC L. 12947 D., P. 347

TOTAL SITE AREA =

CERTIFICATION

I HEREBY CERTIFY TO THE PARTIES LISTED HERE UNDER THAT THIS MAP WAS MADE USING THE REFERENCE MATERIAL LISTED HEREON AND THE NOTES OF AN INSTRUMENT SURVEY PERFORMED IN ACCORDANCE WITH THE CURRENT STANDARDS OF THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS COMPLETED ON MAY 14th 2024. - PATRICK MALONEY

Alfred I. LaRue, N.Y.S.P.L.S # 046558 K:\2024 PROJECTS\24-0096 633 BAKSET ROAD\03 CAD\01 CONTRACT PLANS\PRELIMINARY-FINAL\01 EXIST COND.DWG

ZONING DISTRICT = DIMENSIONAL REGS: FRONT YARD REAR YARD SIDE YARD MAX. BLDG. HEIGHT MIN. LOT AREA: MIN. LOT WIDTH MAX. LOT COVERAGE (BLDG/s. AREA)

DRAWN BY:

CHECKED BY:

JAT

IFK

ISSUED:

SCALE:

MARCH 19, 2025

1" = 20'

PROJECT STATUS

PRELIMINARY/FINAL

64,545 SQ.FT. 1.482 ACRES TO R.O.W.

DRAWING TITLE

INDUSTRIAL DISTRICT (IN) REQUIRED: 80 FT. 80 FT. 40 FT. 50 FT. or (3 Stories) 62,500 SQ.FT. 250 FT. 30%

EXISTING (MAIN BLDG.): 146.0 FT. 69.8 FT. 19.2 FT. > 50 FT. 64,545 SQ.FT. 250 FT. 2.7%

EXISTING CONDITIONS & DEMOLITION PLAN DRAWING NUMBER

C-100

12" HDPE CULVERT N INV.=390.98 S INV.=390.84

SBL# 066.03-1-7.1 N/F BIC COMPLEX LLC 655 BASKET ROAD

DEED NORTH

MCMAHON LARUE

GUY

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

PP's

24.1'

ROW OF 12" EVERGREENS

16" TREE

P NO LA T NS FO U R ND CO E NS R R TR EV UC IEW TI ON

NEW BASE & 15' POLE

158'

1.9' FEN.

9' x 20' PARKING STALL (TYP.)

PROPOSED 93.9 FT. 95.0 FT. 62.1 FT. 2 STORY 64,546 SQ.FT. 250 FT. 13.7%

19.2'

9' x 18' PARKING STALLS (TYP.)

PROPOSED CHAINLINK FENCE

EXISTING RENOVATED BLDG. FF - 396.10

15'

CB CB

5.0'

CONCRETE SIDEWALK

PP

24.0'

20' SANITARY SEWER EASEMENT TO THE TOWN OF WEBSTER LIBER 0000 OF DEEDS, PAGE 000

ASPHALT

1.6' FEN.

60'

203'

5'R

YARD DRAIN

EXISTING (MAIN BLDG.): 146.0 FT. 69.8 FT. 19.2 FT. 1 STORY 64,545 SQ.FT. 250 FT. 2.7%

2 1 .5

REQUIRED

80 FT. 80 FT. 40 FT. 50 FT. or (3 Stories) 62,500 SQ.FT. 250 FT. 30%

SBL# 066.03-1-9.2 N/F GRB ROC PROPERTIES LLC 610 SALT ROAD L. 11100 D., P. 18

DRIVEWAY

94.3'

PROPOSED 5' WIDE CONC. WALK W/ INTEGRATED CURB

INDUSTRIAL DISTRICT (IN)

DIMENSIONAL CONSTRAINT

FRONT YARD REAR YARD SIDE YARD MAX. BLDG. HEIGHT MIN. LOT AREA: MIN. LOT WIDTH MAX. LOT COVERAGE (BLDG AREA)

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

26'

26.0'

ZONING DISTRICT =

TOTAL SITE AREA =

64,545 SQ.FT. 1.482 ACRES TO R.O.W. TOTAL IMPERVIOUS = 55.6% GREEN SPACE = 44.4%

66.030-01-9.11 633 BASKET ROAD HL LOCKWOOD, LLC L. 12947 D., P. 347

R

S.B.L. LOT NO.

ADDRESS: LANDOWNER: TITLE RECORD:

GROVE OF 16" TREES

SITE DATA:

15'

18" TREE

PROPOSED POST-FRAME BUILDING TOTAL AREA

8,822 SQ.FT.

CONCRETE WALK

FF - 396.10

47.0'

SBL# 066.03-1-7.1 N/F BIC COMPLEX LLC 655 BASKET ROAD

2 1 .5

CONCRETE WALK

5.0'

140'

PROPOSED PRIVATE 10' SANITARY LATERAL EASEMENT FROM GRB ROC PROPERTIES LLC TO 633 BASKET ROAD

GATE

PROPERTY LINE

PROJECT:

47'

12' x 18' DUMPSTER PAD W/ PRIVACY FENCE/GATE

LOCKWOOD ELECTRIC SITE 633 BASKET ROAD TOWN OF WEBSTER

9' x 20' PARKING STALLS (TYP.)

8'R

15.4'

PROJ. NO:

24-0096

103.7'

26.0'

9' x 18' PARKING STALLS (TYP.)

MATCH TO EXISTING PAVEMENT

CLIENT:

LANDSCAPED SCREENING (CYPRUS EVERGREENS)

STORMWATER BIOR

ETENTION AREA

122'

YARD DRAIN

98.7'

PP

8'R

LON LOCKWOOD

20' WIDE UTILITY EASEMENT TO R.G.&E. & R.T.C. PER LIBER 8555 OF DEEDS, PAGE 597

640 BASKET ROAD WEBSTER, NY 14580

PROPOSED 15' WIDE WATER MAIN EASEMENT TO M.C.W.A.

DATE

REVISIONS

BY:

APPROVAL SIGNATURES :

17' GUY

LANDSCAPED SCREENING (CYPRUS EVERGREENS) PP

R.O.W. LINE

CB 12" HDPE RIM: 396.08 N INV.=392.43

SURVEY CONTROL NOTES:

(1816.54' DEED) 1817.43' MEAS. TO THE CL INTERSECTION OF BASKET RD AND BOULTER INDUSTRIAL PARKWAY

CB 12" HDPE RIM: 394.90 S INV.=392.10 N INV.=391.95 W INV.=392.10

DATE

TOWN ENGINEER

DATE

STREET LINE

EXISTING ASPHALT DRIVE

15' WIDE EASEMENT TO RG&E LIBER 5231 OF DEEDS, PAGE 86 EDGE OF PAVEMENT

-BEARINGS SHOWN HEREON ARE REFERENCED TO DEED REF. #1 -ELEVATIONS SHOWN ARE REFERENCED TO NAVD 1988. GEOID MODEL 2018. -DISTANCES ARE SHOWN AT GROUND -NORTH ARROW REFERENCED TO DEED

W.S.

PLANNING BOARD CHAIRPERSON

CB 12" HDPE RIM: 393.79 S INV.= 391.34

TOWN ASSESSOR

DIRECTOR OF COMMUNITY DEVELOPMENT

DRAWN BY:

CHECKED BY:

JAT

IFK

ISSUED:

SCALE:

MARCH 19, 2025

1" = 20'

DATE

DATE PROJECT STATUS

CENTERLINE OF R.O.W.

BASKET

ROAD

FIRE MARSHAL

DATE

PRELIMINARY/FINAL DRAWING TITLE

- COUNTY ROAD 4 WEBSTER SEWER DEPARTMENT

DATE

WEBSTER HIGHWAY SUPERINTENDENT

DATE

SITE LAYOUT PLAN

60 DRAWING NUMBER

GRAPHIC SCALE

1"=20' K:\2024 PROJECTS\24-0096 633 BAKSET ROAD\03 CAD\01 CONTRACT PLANS\PRELIMINARY-FINAL\02 SITE LAYOUT.DWG

MONROE COUNTY WATER AUTHORITY

DATE

C-200

HYDRANT FLOW DATA:

12" HDPE CULVERT N INV.=390.98 S INV.=390.84

PRESSURE ZONE

610-PRV GRADE ADJUSTED: STATIC = 81 PSI RESIDUAL = 66 PSI

SBL# 066.03-1-7.1 N/F BIC COMPLEX LLC 655 BASKET ROAD GUY

DEED NORTH

HYDRANT FLOW DATA NOTE

THE PRESSURE AND FLOW DATA PROVIDED HEREIN REPRESENTS THE ACTUAL VALUES TEST ON OCTOBER 31, 2024.

MCMAHON LARUE ENGINEERS AND SURVEYORS

PP's

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

TOWN NOTES

ROW OF 12" EVERGREENS

1. ANY DEVIATIONS FROM THE APPROVED SEQUENCE IS TO BE COORDINATED WITH THE TOWN. ALSO, IF THERE ARE ANY ADDITIONAL EROSION/SEDIMENT CONTROL MEASURES, SUCH AS DEWATERING EFFORTS, THAT THEY BE COORDINATED WITH THE TOWN PRIOR TO IMPLEMENTATION. 2. THE DRIVEWAY WIDTH SHALL BE NO GREATER THAN 24 FEET WIDE AT WALL ROAD. 3. NO CLEANOUTS, CURB BOXES, VALVE BOXES, ETC. ARE TO BE LOCATED IN THE DRIVEWAY.

P NO LA T NS FO U R ND CO E NS R R TR EV UC IEW TI ON

395

16" TREE 395

1.9' FEN.

TEMPORARY TOPSOIL STOCKPILE

395

PROP CB. RIM=394.79 S.INV.=393.00

PROP CB. RIM=394.79 INV.=392.4

YARD DRAIN RIM=393.75 INV.=392.25

5 39

S

394

LIMIT OF DISTURBED AREA 43,323 Sq. Ft., 0.99 Ac.

6 39

S

123 LF-12" PERF. PIPE @ 0.5% S

36 LF-12" PERF. PIPE @ 0.5%

S

GROVE OF 16" TREES

18" TREE

SBL# 066.03-1-9.2 N/F GRB ROC PROPERTIES LLC 610 SALT ROAD L. 11100 D., P. 18

PROPOSED CHAINLINK FENCE

EXISTING RENOVATED BLDG. FF - 396.10

S

395

DRIVEWAY

WALL PACK (TYP)

1.6' FEN.

20' SANITARY SEWER EASEMENT TO THE TOWN OF WEBSTER LIBER 0000 OF DEEDS, PAGE 000

S

ASPHALT

396

PP

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

PROPOSED POST-FRAME BUILDING TOTAL AREA

8,822 SQ.FT.

PROPOSED C/O EX. C/O

FF - 396.10

6" LATERAL

S

135'-6" SDR-21 @ 1.0%

METER & RPZ

SBL# 066.03-1-7.1 N/F BIC COMPLEX LLC 655 BASKET ROAD

S

396

S

PROPOSED PRIVATE 10' SANITARY LATERAL EASEMENT FROM GRB ROC PROPERTIES LLC TO 633 BASKET ROAD

6" SDR-35 ROOF RUNOFF CONDUCTOR SYSTEM

GATE

394

250 LF-6" PERF. HDPE UNDERDRAIN @ 0%

S

PROPERTY LINE

35 R- F D S F Ø NO 6" RU LF F 9 O 11 RO

1" PE

394

6S

8'x8'x2' CONCRETE WASHOUT

PROJECT:

LOCKWOOD ELECTRIC SITE 633 BASKET ROAD

S

395

PP

YARD DRAIN RIM

393.75 INV: 392.25

TOWN OF WEBSTER

PROJ. NO:

20' WIDE UTILITY EASEMENT TO R.G.&E. & R.T.C. PER LIBER 8555 OF DEEDS, PAGE 597

S

INSTALL STABLIZED CONSTRUCTION ENTRANCE

394

397 GUY

398

397

396

WEBSTER, NY 14580

REVISIONS

BY:

APPROVAL SIGNATURES

EDGE OF PAVEMENT

640 BASKET ROAD

W.S.

CB 12" HDPE RIM: 394.90 S INV.=392.10 N INV.=391.95 W INV.=392.10

STREET LINE

EXISTING ASPHALT DRIVE

15' WIDE EASEMENT TO RG&E LIBER 5231 OF DEEDS, PAGE 86

-BEARINGS SHOWN HEREON ARE REFERENCED TO DEED REF. #1 -ELEVATIONS SHOWN ARE REFERENCED TO NAVD 1988. GEOID MODEL 2018. -DISTANCES ARE SHOWN AT GROUND -NORTH ARROW REFERENCED TO DEED

PROPOSED 15' WIDE WATER MAIN EASEMENT TO M.C.W.A.

SILT FENCE (TYP.)

CB 12" HDPE RIM: 396.08 N INV.=392.43

(1816.54' DEED) 1817.43' MEAS. TO THE CL INTERSECTION OF BASKET RD AND BOULTER INDUSTRIAL PARKWAY

CLIENT:

LON LOCKWOOD

DATE

R.O.W. LINE

SURVEY CONTROL NOTES:

394

395

24-0096

SILT SOCK (TYP.)

CB 12" HDPE RIM: 393.79 S INV.= 391.34

29 LF-12" PERF. PIPE @ 0.55%

PLANNING BOARD CHAIRPERSON

DATE

TOWN ENGINEER

DATE

TOWN ASSESSOR

MCWA TO INSTALL A NEW 1" COPPER TO THE R.O.W. LINE FOR A SET FEE TO THE OWNER.

BASKET - COUNTY ROAD 4 -

ROAD

CHECKED BY:

JAT

IFK

ISSUED:

SCALE:

MARCH 19, 2025

1" = 20'

DATE

CENTERLINE OF R.O.W. DIRECTOR OF COMMUNITY DEVELOPMENT

DRAWN BY:

DATE PROJECT STATUS

FIRE MARSHAL

DATE

PRELIMINARY/FINAL DRAWING TITLE

WEBSTER SEWER DEPARTMENT

DATE

GRADING & UTILITY PLAN WEBSTER HIGHWAY SUPERINTENDENT

DATE

60 DRAWING NUMBER

GRAPHIC SCALE

1"=20' K:\2024 PROJECTS\24-0096 633 BAKSET ROAD\03 CAD\01 CONTRACT PLANS\PRELIMINARY-FINAL\03 GRADING, UTILITY.DWG

MONROE COUNTY WATER AUTHORITY

DATE

C-201

GENERAL NOTES:

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.

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

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.

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.

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.

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.

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.

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

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

CONSTRUCTION SEQUENCE

INSTALL STAGING AREA.

INSTALL STABILIZED CONSTRUCTION ENTRANCE.

7CONTRACTOR 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. 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.

CONSTRUCT UNDERGROUND UTILITIES. INSTALL SEDIMENT TRAPS IF REQUIRED.

CONSTRUCT THE NEW BUILDING.

10. INSTALL BIO-RETENTION FEATURE, 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.

PERSPECTIVE VIEW

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

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.

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

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

SCHEDULE WASTE COLLECTION APPROPRIATELY.

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

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

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.

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.

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.

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.

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.

10'MIN.

STONE SIZE

USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.

LENGTH

NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY).

THICKNESS - NOT LESS THAN SIX (6) INCHES.

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.

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

SURFACE WATER

ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.

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.

MAINTENANCE

THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.

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.

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

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

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

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

2 SILT FENCE

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

CREST

SLOP

B

TOP OF RIPRAP 6"MIN.

FILTER FABRIC B

FILTER FABRIC

NOT TO SCALE

1 1

18"

A

1'MIN.

PROFILE VIEW

24" MAX @ CENTER

CUTOFF TRENCH DESIGN BOTTOM

SECTION A-A

GRADED AGGREGATE FILTER OR FILTER CLOTH.

22. 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.

S DOWNSTRE AM CHANNE L INVERT 3'MIN.

A 2

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.

SLOPE = 0%

S=0%

1.5' MIN.

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

TEMPORARY/PERMANENT EROSION CONTROL MEASURES

TOE KEY SAME AS FLARED OUTLET

A

PROFILE

19. 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. 21. 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 PENFIELD.

TOP OF CHAN

NEL

24" MAX @ CENTER

H

E

NO OVERFALL

NOT TO SCALE

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

A. A

A TOE

PLAN VIEW

NOTE

DISCHARGE CONFINED TO CHANNEL SECTION

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

SECTION B-B H (Ft) SLOPE (FT/FT)

NOT TO SCALE 4"

STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONS SHOWN IN THE PLAN.

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

EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM.

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

ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE.

MAXIMUM DRAINAGE AREA 2 ACRES.

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."

6" SLOPE TO VARY FROM 2:1 AT PIPE OUTLET TO EXISTING CHANNEL SLOPE AT END OF APRON.

FILTER CLOTH OR GRADED AGGREGATE FILTER 9'

WIDTH OF BOTTOM TO VARY FROM 1/2 PIPE DIAMETER AT PIPE OUTLET TO EXISTING CHANNEL BOTTOM AT END OF APRON.

CROSS SECTION A-A

PROJECT:

RIPRAP OUTLET PROTECTION

LOCKWOOD ELECTRIC SITE

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

CHECK DAM

633 BASKET ROAD

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

TOWN OF WEBSTER

PROJ. NO:

CLIENT:

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

LON LOCKWOOD

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.

HAY BALES OR COMPACTED EARTH BERM (SEE NOTE 3)

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.

EXISTING GROUND SURFACE DEPTH VARIES SEE NOTE 2

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

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

CONCRETE WASHOUT AREA

640 BASKET ROAD WEBSTER, NY 14580

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.

DATE

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. 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. 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.

BY:

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

DRAWN BY:

CHECKED BY:

JAT

IFK

ISSUED:

SCALE:

MARCH 19, 2025

NTS

PROJECT STATUS

PRELIMINARY/FINAL DRAWING TITLE

Dig Safely. New York 811 www.digsafelynewyork .org

K:\2024 PROJECTS\24-0096 633 BAKSET ROAD\03 CAD\01 CONTRACT PLANS\PRELIMINARY-FINAL\04-06 DETAILS.DWG

REVISIONS

SIZE

THE WASHOUT MUST HAVE SUFFICIENT VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS INCLUDING, BUT NOT LIMITED TO, OPERATIONS ASSOCIATED WITH GROUT AND MORTAR. 3.

SIDE SLOPES (SEE BELOW)

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

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

DATE

24-0096

GENERAL SEED MIX:

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.

ENGINEERING AND PLANNING

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

A

X

CUTOFF TRENCH 18" WIDE 6" DEEP

P NO LA T NS FO U R ND CO E NS R R TR EV UC IEW TI ON

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

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

APPROVAL SIGNATURES :

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

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.

SAME ELEVATION

B.

EROSION CONTROL MAINTENANCE / INSPECTION PROCEDURES

12'MIN.

EXISTING PAVEMENT

CONSTRUCTION SITE WASTE MANAGEMENT:

ENGINEERS AND SURVEYORS

PLAN VIEW

36" MIN. FENCE POST

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

LEAVE THE SURFACE SLIGHTLY ROUGHENED AND VEGETATE AND MULCH IMMEDIATELY.

MCMAHON LARUE

10'MIN.

EXISTING GROUND

SPACING VARIES DEPENDING ON CHANNEL SLOPE

16. CHECK AND REPAIR SILT FENCE, AS NECESSARY.

FL

14. 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.

FLAG THE WORK LIMITS, MARK AREAS TO BE PROTECTED.

CLEAR AND GRUB THE SITE.

50'MIN.

13. 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 ALL EROSION CONTROL DEVICES. ROUGH GRADE THE SITE, STOCKPILE TOPSOIL, AND CONSTRUCT SWALES.

PROFILE

8" MIN.

W

O

F

12. 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.

4. 6.

W

LO

11. 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.

3. 5.

MOUNTABLE BERM (OPTIONAL)

FILTER CLOTH

HEIGHT OF FILTER = 16" MIN.

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.

10. 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.

GRADING NOTES:

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

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.

5:1

6"MIN. EXISTING GROUND

CONTROL, AND LOCAL GOVERNING SOIL, WATER CONSERVATION AGENCY RECOMMENDATIONS AND STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES (GP 0-20-01). STANDARDS ANN THE NYSDEC 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.

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

10' MAX. C. TO C.

12'MIN.

ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH N.Y.S. GUIDELINES FOR URBAN EROSION AND SEDIMENT

20"MIN.

TOPOGRAPHIC INFORMATION IS BASED UPON A TOPOGRAPHIC SURVEY DATED SEPTEMBER 17, 2024. 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.

16"MIN.

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.

9"MIN.

EROSION CONTROL NOTES:

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

EROSION and SEDIMENT CONTROL DETAILS DRAWING NUMBER

C-300

1" ITEM 403.19 TOP 2" ITEM 403.13 BINDER

12" DIA. SAND BAG RING 1/4" PER FT. FIELD INLET GRATE

12" MIN.

SAND BAG INLET PROTECTION NTS

MCMAHON LARUE

9" ITEM 304.03 ( #2 CRUSHER RUN STONE )

SUB GRADE 1/4" PER FT.

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

STANDARD DUTY ASPHALT PAVEMENT NTS

P NO LA T NS FO U R ND CO E NS R R TR EV UC IEW TI ON DRAWING ALTERATION THE FOLLOWING IS AN EXCERPT FROM THE NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION 7209 AND APPLIES TO THIS DRAWING " 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 ".

12' 20'

BIO-RETENTION BASIN NOTES

6' 1.

THE PLANTING BED SOIL AREA IS TO RECEIVE A MAXIMUM 3" LAYER OF SHREDDED BARK MULCH.

PLANTING BED SOIL PLANTING SOIL SHOULD BE A SANDY LOAM, LOAMY SAND, LOAM (USDA), OR A LOAM/SAND MIX (SHOULD CONTAIN MINIMUM 35 TO 60% SAND, BY VOLUME). CLAY CONTENT SHOULD BE LESS THAN 25%. THE SOIL MUST BE FREE OF STONES, STUMPS, ROOTS, OR OTHER WOODY MATERIAL OVER 1" IN DIAMETER. THE SOIL IS TO BE LOOSELY COMPACTED. BIO-RETENTION PLANTING BED SOIL CHARACTERISTICS PH ORGANIC MATTER MAGNESIUM PHOSPHORUS POTASSIUM SOLUBLE SALTS CLAY SILT SAND

5.2-7.0 1.5-4% 35 LBS./ACRE MIN. 75 LBS./ACRE MIN. 85 LBS./ACRE MIN. <500 PPM 10-25% 30-55% 35-60%

BIORETENTION DETAIL

PROJECT:

NTS

LOCKWOOD ELECTRIC SITE 633 BASKET ROAD TOWN OF WEBSTER

PROJ. NO:

24-0096

CLIENT:

LON LOCKWOOD 640 BASKET ROAD WEBSTER, NY 14580

DATE

REVISIONS

BY:

DRAWN BY:

CHECKED BY:

JAT

IFK

ISSUED:

SCALE:

MARCH 19, 2025

NTS

PROJECT STATUS

PRELIMINARY/FINAL DRAWING TITLE

GENERAL DETAILS DRAWING NUMBER

C-301 K:\2024 PROJECTS\24-0096 633 BAKSET ROAD\03 CAD\01 CONTRACT PLANS\PRELIMINARY-FINAL\04-06 DETAILS.DWG

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

P NO LA T NS FO U R ND CO E NS R R TR EV UC IEW TI ON

18"

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

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

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

1" CHAMFER

24"

60"

GROUND ROD 3/4" RGS (TYP.)

UNDISTURBED EARTH 18" 4000 PSI CONCRETE WITH WWF 4X4 - W2.9XW2.9, TIED 12" DIAMETER, OR 6 #3 CIRCULAR BARS @ 12 O.C. HORIZONTALLY

SECTION A-A

LIGHT POLE BASE DETAIL GRASS AREAS NTS

PROJECT:

THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES

12" x 18"

LOCKWOOD ELECTRIC SITE

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

633 BASKET ROAD TOWN OF WEBSTER

THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES

PROJ. NO:

12" x" 6"

24-0096

CLIENT:

LON LOCKWOOD 640 BASKET ROAD WEBSTER, NY 14580 "U" CHANNEL POST (2-LBS./FT) "U" CHANNEL POST (2-LBS./FT)

DATE

REVISIONS

BY:

5'-0" (MIN.) 5'-0" (MIN.)

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

SLOPE TOP OF CONCRETE

GROUND/PAVING GROUND/PAVING

SURFACE

DRAWN BY:

CHECKED BY:

JAT

IFK

ISSUED:

SCALE:

MARCH 19, 2025

NTS

SURFACE

3500 PSI P.C. CONCRETE

2'-0"

3500 PSI P.C. CONCRETE

2'-0"

3" 3"

PROJECT STATUS

PRELIMINARY/FINAL DRAWING TITLE

1'-6" 1'-6"

TYPICAL NO PARKING IN ACCESS AISLE SIGN NTS

TYPICAL ACCESSIBLE PARKING SITE

GENERAL DETAILS

NTS DRAWING NUMBER

C-302 K:\2024 PROJECTS\24-0096 633 BAKSET ROAD\03 CAD\01 CONTRACT PLANS\PRELIMINARY-FINAL\04-06 DETAILS.DWG

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

PROJECT:

LOCKWOOD ELECTRIC SITE 633 BASKET ROAD TOWN OF WEBSTER

PROJ. NO:

24-0096

CLIENT:

LON LOCKWOOD 640 BASKET ROAD WEBSTER, NY 14580

DATE

REVISIONS

BY:

DRAWN BY:

CHECKED BY:

JAT

IFK

ISSUED:

SCALE:

MARCH 19, 2025

NTS

PROJECT STATUS

PRELIMINARY/FINAL DRAWING TITLE

GENERAL DETAILS DRAWING NUMBER

C-303 K:\2024 PROJECTS\24-0096 633 BAKSET ROAD\03 CAD\01 CONTRACT PLANS\PRELIMINARY-FINAL\04-06 DETAILS.DWG

End of document