Subdivision Plan Set

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TOWN OF WEBSTER

eerie nena an irr 2 WwW 2 Oo \— S ‘am = Qo : sf N LJ a) > Lo} _ = = Os Zz © * % 8 oO 2 Sas faa] 5 ACURI SUBDIVISION = M.C.C.0. LIBER 238 OF = MAPS, PAGE 34 2 STORY FRAME DANIEL L. DRMACICH & N/F BARBARA A. KRUZE THERESA A. & 789 BLUE CREEK DR KYLE & MARY N/T RYN DAPPEN BRUCE W. KNAPP TA. No. 06517-01-58 & MARY KATHRYN i 800 BLUE CREEK DR GREGORY SCHULER “A. No. 065. . 793 BLUE CREEK DR Y TA. No. 065.17-01-59 N/F FLORENCE E. FLAMMIA 5 LINDA LANE TA. No. 079.08-01~03 (> [EX : Lot 6 / LS SS A/F we PSA STORMWATER i> Se FLORENCE E. FLAMMIA RONALD J. & SHARON A, , >| MANAGEMENT > TA. No, 079,08-01-1.1 GENTLE FACILITY we, 1 LINDA LANE TA. No. 079.08-01~04 Roy Lot 7 ee ——

N/F TOWN OF WEBSTER 1200 ORCHARD ROAD <\ TA. No. 065,17-01-94

/F ROCHESTER GAS AND ELECTRIC CORPORATION

T.A. No. 064.19-02-25.1/WEB

40/20/2021 3:10:26 PM Town of Webster Planning Board 1000 Ridge Road, Webster, NY 14580-2917 Phone: 585-872-7036 Fax: 585-872-1352 Project Number: 21-PB-0264 Applicant: BME Associates 10 Lift Bridge Lane East Fairport, NY 14450 Location: Sienna Reserve Orchard Road SBL: 080.05-02-2.1 PURSUANT TO THE CODE OF THE TOWN OF WEBSTER The subdivision of land to accommodate a 10-lot single-family residential development on a 5.94-acre parcel having SBL # 080.05-2-2. | located in an R-3. Single Family Residential District under Sections 192-27 and 228-7 of the Code of the Town of Webster. APPROVED PRELIMINARY W/ CONDITIONS: *Drawings to show private road for buffering *Needs additional landscape along north “Need detail on buffer *Developer to work with Town to address existing drainage issues at north end of project site

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Chaiyhan, Planning Board

LOT 9

SIENNA RESERVE

FINAL SUBDIVISION PLANS TOWN OF WEBSTER, MONROE COUNTY, NEW YORK STATE

PREPARED FOR:

INSITE LAND DEVELOPMENT, INC.

28 WILLOW POND WAY, SUITE 300 PENFIELD, NY 14526

LOCATION MAP

NOT TO SCALE 1723 CoRR

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8/8/2025 10:24:02 AM Town of Webster Planning Board 1600 Ridge Road, Webster, NY 14580-2917 Phone: 585-872-7032 Fax; 585-872-1352

Sienna Reserve Orchard Road SBL; 080.05-02-2.1

PURSUANT TO THE CODE OF THE TOWN OF WEBSTER Requesting FINAL SITE PLAN AND SUBDIVISION APPROVAL associated with the creation of ten (10) single-family lots on.a 5.94- acre parcel having SBL# 080.05-2-2.1 located in the R-3 Single Family Residential District under Section 269-10, 296-27, and 350-12 of the Code of the Town of Webster.

THIS APPROVAL WAS GRANTED TO:

BME Associates

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FINAL SUBDIVISION PLANS

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2723-16 COVER SHEET

2723-17. SUBDIVISION PLAT

2723-18 UTILITY PLAN

2723-19 GRADING PLAN

2723-20 CONSTRUCTION EROSION CONTROL PLAN

2723-21 LATERAL PLAN

2723-22 LANDSCAPE PLAN

2723-23, PROFILE AND NOTE SHEET

2723-24 WATERMAIN DETAIL SHEET

2723-25 SANITARY SEWER DETAIL SHEET

2723-26 STORMWATER MANAGEMENT FACILITY AND STORM SEWER DETAIL SHEET

2723-27. SITE AND CONSTRUCTION EROSION CONTROL

DETAIL SHEET

4 D | BM E.|ASSOCIATES

ENGINEERS ¢ SURVEYORS * LANDSCAPE ARCHITECTS

10 LIFTBRIDGE LANE EAST FAIRPORT, NEW YORK 14450

WWW.BMEPC.COM 585-377-7360

z GEN - © SURVEY N is & BOUNDARY LINE 85 © 1. THE PROJECT BOUNDARY SURVEY WAS MADE USING PROCEDURES NECESSARY TO ACHIEVE A HORIZONTAL ACCURACY OF 1 PART IN 20,000 (1:20,000) OR PROPOSED LOT LINE we 3 BETTER PROPORTIONAL ACCURACY AND A NETWORK POSITIONAL ACCURACY AT 95% CONFIDENCE LEVEL NOT EXCEEDING 0.05 FEET. as PROJECT AREA 5 - - - CENTERLINE => 2 THE HORIZONTAL DATUM SHOWN HEREON IS REFERENCED TO THE NEW YORK STATE PLANE COORDINATE SYSTEM OF 1983, WESTERN ZONE, TRANSVERSE ~ MERCATOR PROJECTION, NAD 83 (2011) UTILIZING GLOBAL POSITIONING SYSTEM (GPS) (OR) GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS) OBSERVATIONS SETBACK LINE x FROM NYSDOT REFERENCE NETWORK CORS STATION (NYPF 0032). RECORD BEARINGS AND DISTANCES THAT DIFFER FROM REFERENCE 2 ARE SHOWN IN _—— PROPOSED EASEMENT LINE . s PARENTHESIS, 1/2” REBAR “q ; ° rad — a MONUMENTATION: PUBLISHED (NAD '27) MEASURED (NAD °83) Os 5 5 MAG FND & (CGS) 2070 N= 1,176,018,72 N= 1,176,058.57 “wi E= 802,893.36 E= 1,451,251.31 . fs : * GRAPHIC SCALE bi > 1/2" REBAR = (MCCS) 1936 N= 1,177,076.201 N= 1,177,116.06 50 0 25 650 100 3 - d. E= 802,880.069 E= 1,451,238.02 I | os & cm] DISTANCES SHOWN HEREON ARE GROUND > COMBINED FACTOR = 1.00004235 ( IN FEET ) OUTY EASEMENT — 104 EXPRESSWAY 1 inch = 50 ft. PER REF. 2 a ACURI SUBDIVISION 1 SUBDIVISION NOTES: M.C.C.0. LIBER 238 OF MAPS, PAGE 34 L 1. EXISTING ZONING: R-3 SINGLE-FAMILY RESIDENTIAL. Fo 2. TOTAL PROJECT AREA: + 5.94 ACRES. SANITARY EASEMENT TOWN OF WEBSTER > stay TO INSITE. LAND 3. PROPOSED USE: (10) SINGLE FAMILY LOTS. i FRAME PPR BER aE 25 OF LOCATION MAP 4. LOT REQUIREMENTS a“ N/F 708 DEEDS, PAGE 382 OT TO SCALE | | DANIEL L_DRMACICH & (TO BE MODIFIED AND N/F FRONT SETBACK 50' 40’ FROM EDGE OF PAVEMENT* BRE OREN oR TRANSFERRED TO N/F THERESA A. & FRONT SETBACK, CORNER LOT 40 _ 40 TA, No. 0657-01-58 THE TOWN OF WEBSTER) KYLE & MARY KATHRYN DAPPEN OS CREE OR SIDE SETBACK 15. BETWEEN STRUCTURES 1S BETWEEN STRUCTURES** DRAINAGE AND STORM N/F 797 BLUE CREEK DR TA. No. 065.17-01-68 REAR SETBACK 50 50 SEWER EASEMENT PER GREGORY SCHULER T.A. No. 065.17-01-60 0 MIN LOT AREA 22,000 SQ. FT 18,500 SQ. FT* LIBER 7397 OF DEEDS, 793 BLUE CREEK DR ne MIN LOT WIDTH 75 75 LY / PAGE 106 ——— T.A. No. 065.17-01-59 ee * REDUCED SETBACK AND LOT AREA REQUIREMENTS PER WEBSTER TOWN CODE SECTION 192-276, N/F _ a ~ ‘26’ WIDE PRIVATE CLUSTER DEVELOPMENT GENERAL DESIGN REQUIREMENTS. CLUSTER DEVELOPMENTS ARE NOT FLORENCE E. FLAMMIA ~~ e - ON ACCESS DRIVE 1/2” REBAR ” REQUIRED TO MEET THE PREVAILING TOWN LAW REQUIREMENTS FOR FRONT SETBACKS AND LOT 5 LINDA LANE (PE 603 97 1/2° REBAR : — 1/2" REBAR SIZE. T.A. No. 079.08-01-03 17'S N87°58 38 —_ 759.06 / ‘eu : 344.20 7 NST SBSEEPS7R/ of N_1,175,917.74 #* SIDE SETBACK TO BE MINIMUM OF 5° FROM LOT LINE 1/2” REBAR OF "32.81" (0E-1) i1'4206"H of / & / / 1’ SDE SETBACK / / E7453 05013 , ir a 32,34 i ; 453,050. 5. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE MOST RECENT STANDARDS AND ae © s9758'38"W_ 78.37" er 18° SIDE SETBACK END PAVEMENT SPECIFICATIONS OF THE TOWN OF WEBSTER AND THE APPROPRIATE MONROE COUNTY AND NEW YORK 1/2” REBAR a” AND GUTTER STATE AGENCIES, UNLESS OTHERWISE NOTED. | Pr La 5 , or > STA=4473.14 6, THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD AND PRESERVE ALL SURVEY CONTROL | o N/F MONUMENTS. FOR DESCRIPTIVE AND SURVEY DATA ON THE CONTROL MONUMENTS, CALL THE MONROE S MARK FISMAN LOT 6 COUNTY SURVEY OFFICE. . [2 TA. No. 080.05~02~2.1 29,657 SF. / & ; ; be 1200 ORCHARD ROAD x DE-2 / Sy 7, THE DEVELOPER'S AND CONTRACTOR'S ATTENTION IS DIRECTED TO LOCAL LAW NO. 6 OF 1971 : 5.942 ACRES PROPOSED DRAINAGE /” 7 REGARDING LIABILITY INCURRED THROUGH DISTURBANCES OR DESTRUCTION OF GEODETIC SURVEY oo LOT 4 . EASEMENT TO HOA MONUMENTS. 2] PROPOSED SANITARY , os Sf EASEMENT TO THE 7522. 8. THIS PROPERTY DOES NOT FALL WITHIN A RECOGNIZED 100-YEAR FLOODPLAIN PER THE FLOOD N/F 22 5 TOWN OF WEBSTER =~ oe INSURANCE RATE MAP, TOWN OF WEBSTER, NEW YORK, PANEL 227 OF 528, MAP NUMBER FLORENCE £. FLAMMIA RONALD J vine ARON A 3! LOT 4 36055C02276, DATED AUGUST 28, 2008. TA. No. 079,08-01-1.1 1 & St se sae? SF 254k, 812 SF. 9. NO CONSTRUCTION OR OBSTRUCTIONS ARE TO BE PERMITTED IN THE ACCESS AND UTILITY EASEMENT. TA. Na Oya be bt-04 = Be i. 1 CONSERVATION “A. No. 079.08-01— 4 EASEMENT DE~1 = / MARKER (TYP) PROPOSED DRAINAGE e N.1,175,708.97 EASEMENT 10 HOA n ; MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH APPROVAL FOR THIS REALTY E 1,452,077.84 5 SUBDIVISION IS GRANTED ON CONDITION THAT: > i O2E % “~ 1. THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE TREATMENT ARE NeguT 21°F 372.04 5/8” REBAR fis Sees, : INSTALLED IN CONFORMITY WITH THE APPROVED PLANS ON FILE WITH THE — —o—? AY 5 & MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH (MCDPH). 225.82 ; eu S . ~~ 2. AN ORIGINAL REALTY SUBDIVISION MAP APPROVED THIS DATE SHALL BE FILED IN THE OFFICE OF THE CLERK OF MONROE COUNTY PRIOR TO OFFERING LOTS N/F FOR SALE. TOWN OF WEBSTER

3. THE OWNER OF THE REALTY SUBDIVISION SHALL FURNISH EACH PURCHASER OF A LOT WITH A COPY OF THE APPROVED PLAN OR, IN THE CASE OF SALE OF DEVELOPED LOTS, THE OWNER OF THE REALTY SUBDIVISIONS SHALL FURNISH EACH PURCHASER WTH AN ACCURATE “AS—BUILT” PLAN DEPICTING ALL INSTALLED FACILITIES INCLUDING SEWAGE, STORM WATER AND WATER SUPPLY.

4, ADEQUATE EROSION/SILTATION CONTROL MEASURES SHALL BE EMPLOYED PRIOR TO AND DURING CONSTRUCTION, IF THE PROJECT WILL RESULT IN THE DISTURBANCE OF ONE ACRE OR MORE, COVERAGE UNDER THE NYSDEC SPDES GENERAL PERMIT GP—0-15-002 FOR STORMWATER DISCHARGES FOR CONSTRUCTION ACTIVITIES SHALL BE OBTAINED.

5. NO LOT OR REMAINING LAND (IF APPLICABLE) SHALL BE SUBDIVDED WTHOUT PLANS FOR SUCH RE-SUBDIVISION BEING SUBMITTED AND APPROVED BY THE MCDPH.

6. PLAN APPROVAL IS LIMITED TO 5 YEARS. TIME EXTENSIONS FOR PLAN APPROVAL MAY BE GRANTED BY MCDPH BASED UPON DEVELOPMENT FACTS AND THE REALTY SUBDIVISION REGULATIONS IN EFFECT AT THAT TIME. A NEW PLAN SUBMISSION MAY BE REQUIRED TO OBTAIN A TIME EXTENSION.

7. PRIVATE WELLS AND PRIVATE ONSITE WASTEWATER TREATMENT SYSTEMS SHALL NO LONGER BE CONSTRUCTED OR USED AFTER PUBLIC FACILITIES BECOME AVAILABLE.

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH REALTY SUBDIVISION APPROVAL

THIS 1S TO CERTIFY THAT APPROVED PLANS FOR WATER SUPPLY AND SEWAGE TREATMENT FOR THIS PROJECT ARE ON FILE IN THE OFFICE OF THE MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH CONSENT IS HEREBY GIVEN FOR THE FILING OF THIS MAP IN THE MONROE COUNTY CLERK'S OFFICE IN ACCORDANCE WITH ARTICLE tif OF THE MONROE COUNTY SANITARY CODE.

DIRE BLIC HEALTH

BY PUBLIC HEALTH ENGINEER

DATE

REFERENCES:

1. A PLAN ENTITLED “ACURI SUBDIVISION” AS FILED IN THE MONROE COUNTY CLERK'S OFFICE AT LIBER 238 OF MAPS, PAGE 45.

2. A PLAN ENTITLED “GNAGE~SPENCER SUBDIVISION” AS FILED IN THE MONROE COUNTY CLERK’S OFFICE AT LIBER 352 OF MAPS, PAGE 34. 3. AN ABSTRACT OF THLE WAS NOT PROVIDED FOR THE COMPLETION OF THIS SURVEY.

WE, BME ASSOCIATES, CERTIFY THAT THIS MAP WAS PREPARED FROM THE NOTES OF AN INSTRUMENT SURVEY COMPLETED BY US ON AUGUST 18, 2021 AND FROM THE REFERENCES NOTED HEREON, THIS MAP OR PLAT AND THE SURVEY UPON WHICH IT WAS BASED MEETS THE GVLSA 2017 NINIMUM STANDARDS FOR A SURVEY MAP.

THIS MAP IS SUBJECT TO ANY FACTS THAT MAY BE REVEALED BY SOURCES OTHE 2a HEREON. a

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N/F ROCHESTER GAS AND ELECTRIC CORPORATION T.A. No. 064.19-02-25.1/WEB

CE-1 PROPOSED

Ny t. SR CONSERVATION EASEMENT

~ TO HOA WITH STRICT HOA

USAGE REQUIREMENTS 0.845 ACRES +

*POSTED SPEED LIMIT 35, DESIGNED VALUES BASED ON 40 MPH SPEED LIMIT

45,691 S.F.

BEGIN GUTTER STA= 0447.50

BEGIN PAVEMENT STA=0+15.58

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PROPOSED COMMON ACCESS AND UTILITY EASEMENT TO LOTS 1-10

AND THE TOWN OF WEBSTER

WE-1 PROPOSED 15’ WATERMAIN EASEMENT TO THE MONROE COUNTY WATER AUTHORITY

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23,000 S.F. /s 1S hs Ay 25+ %, AS BLOC = 37) 05) oS r LOT 9 / 23,000 SF. / | ; / So <¥) 3 PROPOSED WATERMAIN > Lo ¥g EASEMENT TO THE MONROE COUNTY WATER AUTHORITY v4 / 4 LOT 10 27,600 S.F. / /

N_1,175,367.68 E 1,452,789.21

1200 ORCHARD ROAD T.A. No. 065.17-01-94

CE-2 PROPOSED CONSERVATION EASEMENT TO HOA WITH STRICT HOA USAGE REQUIREMENTS 0.883 ACRES +

This plat is approved in accordance with the provisions of

Section 239-f, Article 12—b of the General Municipal Law and/or the Monroe County Monumentation Law. A separate approval is required for site construction.

For the General Municipal Law:

County Highway Superintendent Date

For the Monroe County Monumentation Law:

1, the undersigned Treasurer of Monroe County Pursuant to Sec 334 of the Real Property Law Certify that alt Monroe County Taxes and School Taxes against the land described herein have been paid through

Monroe County Treasurer

BY Dated:

Monroe County Surveyors Office Date

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PHELPS & GORHAM PURCHASE, TOWNSHIP 14, RANGE 4, TOWN LOT 4, TAX MAP NUMBER 080.05—02-2.1

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 faw for any person, unless he is acting under the direction of a licensed professional engineer or land. surveyor fo alter any itern in any way. If an item bearing the seal of an engineer or iand surveyor is altered, the altering engineer or tand surveyor shall affix to the item his seal and the notation “altered by” followed by his signature and the date of such alteration, and 4 specific description of the alteration.”

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ENGINEERS ¢ SURVEYORS # LANDSCAPE ARCHITECTS 10 LIFTBRIDGE LANE EAST FAIRPORT, NEW YORK 14450

BME Associates

SUBDIVISION TOWN OF WEBSTER, MONROE COUNTY, NEW YORK STATE

INSITE LAND DEVELOPMENT, INC. PENFIELD, NY 14526

SIENNA RESERVE 28 WILLOW POND WAY, SUITE 500 BEING A SUBDIVISION OF LOT 1 OF GNAGE-SPENCER SUBDIVISION

DRAWING TITLE

PROJECT MANAGER

M_BOGOJEVSKI PROJECT SURVEYOR

GD BELL DRAWN BY

BC_GOODING SCALE DATE ISSUED 1"=50' JUNE 6, 2025 PROJECT NO. 2723 DRAWING NO. 17

3 NSA aa nn 2. MINMUM VERTICAL SEPARATION BETWEEN WATER MAIN PIPELINES AND IMENT OF TANDA MR ty Drawing Alteration 3 EXTENSION NOTES: . The following i t from th 8 PUBLIC WATER SYSTEM NOTES SEWER PIPELINES SHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF 1. MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT EXCEED 100 GALLONS PER INCH DIAMETER PER MILE OF & New York State Education Law Article a 1. THE WATER MAIN PIPELINE SHALL BE DISINFECTED EQUAL TO AWWA THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING PIPE PER DAY FOR THE SANITARY SEWER. IF AN AIR TEST IS USED, THE TEST AS A MINIMUM SHALL CONFORM TO THE us 145 Section 7209 and applies to this & All materials, installation and testing procedures shall be in compliance with current AWWA STANDARD FOR DISINFECTING WATER MAINS DESIGNATION C651 (LATEST LENGTH OF WATER MAIN PIPE SHALL BE CENTERED UNDER OR OVER THE 2 PROCEDURE DESCRIBED IN ASTM DESIGNATION C828—86 ENTITLED PRACTICE FOR LOW-PRESSURE AIR TEST OF VITRIFIED ma drawing: @ 1 i ; : ificati THE F SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS "CLAY PIPE LINES. SANITARY MANHOLES SHALL BE VISUALLY INSPECTED AND TESTED FOR LEAKAGE BY EXFILTRATION OR it Is a violation of this law for any & standards and in honity's with ine regulations and specifications of the Authority. Should a Fo ON aN ne TER i eee MUNG THe POSSIBLE. IN ADDITION, WHEH THE WATER MAIN PIPELINE PASSES UNDER A VACUUM. VACUUM TESTING OF MANHOLES SHALL COMPLY WTH THE METHOD OUTLINED IN THE NEW YORK STATE Section of @ lcensed professional 9 conflict exist the Authority’s specifications shall govern. SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) DEPARTMENT OF ENVIRONMENTAL CONSERVATION — TECHNICAL INFORMATION PAMPHLET (TIP) NO. 15 (LATEST REVISION). It x MAIN IS NO HIGHER THAN THAT GENERALLY PREVAILING IN THE SYSTEM. SHALL'BE PROVDED FOR THE SEWER TO PREVENT EXCESSIVE. DEFLECTION (iP) ( Rl ) enginoar o lord surveyor to cite ary “ Material: ECE - OF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM 2. FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT, MUST BE CONNECTED TO THE SANTARY SEWER. NOTE: FLOOR DRAINS seal of an engineer or land surveyor is = OSINEC IRA CONTAGT Peer Be SNS rECTER HOR ES HORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAIN PIPES AND DO NOT INCLUDE FOUNDATION OR FOOTER DRAINS INSTALLED TO INTERCEPT UNCONTAMINATED GROUND WATER. ALL altered, the altering engines’ oF fond al = Ibe 6" -inch li ile iron pi PRIOR TO INSTALLATION. SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET DISCHARGES FROM THE FLOOR DRAINS TO THE SANITARY SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE surveyor shill ff; to the item We oes a * Water main{s) shail be -inch class 52, cement mortar lined, zinc-ceated, ductile iron pipe. MEASURED FROM THE OUTSIDE OF THE PIPES, MANHOLES OR VAULTS. LOCAL AND/OR THE MONROE COUNTY SEWER USE LAW. by his signature and the date of such Ee i Hl * _~inch Type K C fr i THE SAMPL ‘(S) MUST BE DECONTAMINATED BY FLAMING. alteration, and « specific description ee ey Cope K soft C appar ne 44710) fromm the rom the water main fo the curb box and ING POINT(S) D8 3, WHEN INSTALLING FIRE HYDRANTS, SHOULD GROUND WATER BE 3. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL of the alteration 5 or FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS. ENCOUNTERED WITHIN SEVEN (7) FEET OF THE FINISHED GRADE, FIRE BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 5% IF THE DEFLECTION mm Water meter(s) to be located on the interior of exterior walls(s) immediately upon service HYDRANT WEEP HOLES (DRAINS) SHALL BE PLUGGED. TEST IS TO BE RUN USING A RIGID BALL OR MANDREL, IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE A a entrance into the building footprint, heated enclosure, or in a meter tile when conditions warrant. THE MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH MUST RECEIVE AT A. THE WATER MAIN PIPELINE AND APPURTENANCES SHALL BE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. e|o}> a A bypass assembly is not required around 5/8-inch through 1-inch meters. 1 itch and 2-inch LEAST 48-HOUR ADVANCE NOTIFICATION REQUESTING SAMPLING SERVICES. . Z|/z|a a ; nae SAMPLING WILL NOT BE PERFORMED PRIOR TO RECEIPT FROM A NEW YORK PRESSURE/LEAKAGE TESTED IN ACCORDANCE WITH THE MINIMUM 4. MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL BE 18 INCHES MEASURED FROM THE meters may require a bypass assembly depending upon the application. 3-inch and larger meters STATE LICENSED OR REGISTERED DESIGN PROFESSIONAL (ENGINEER, REQUIREMENTS OF THE AWWA STANDARD C600, C602, C604, OR C605 OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN PIPE SHALL re 8 ¢ All gate valves shall have stainless steel body and bonnet bolts. ery Looe) a Teste AO HO ne ceoUReS were STRINGENT REQUREMENTS IMPOSED BY THE SUPER OU UAE SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS i SETTLING OF lel" COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS, REPORTS, ‘ THE SEWER ON THE WATER MAIN, MINIMUM HORIZONTAL SEPARATION BETWEEN PARAILEL WATER MAINS PIPES AND 104 EXPRESSWAY Tests: SPECIFICATIONS AND ANY APPROVED AMENDMENTS. THE DEPARTMENT WILL ; SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES, COLLECT SAMPLES FOR FREE CHLORINE RESIDUAL, TOTAL COLIFORM, » MANHOLES OR VAULTS. ¢ Soil Test. The contractor shall provide a soil test evaluation to determine the need for V-BIO ESCHERICHIA COLI (E, COLI) AND TURBIDITY. 2 polyethylene encasement per ANS/AWWA C105/AZ1,5-82 prior to water main installation. THE WATER MAIN PIPE AND APPURTENANCES SHALL NOT BE PLACED 5 Soil testing shall be conducted by an approved soil testing laboratory in accordance with Water INTO SERVICE UNTIL SO AUTHORIZED BY THE MONROE COUNTY Authority standards. DEPARTMENT OF PUBLIC HEALTH. Ww \ e Pressure Test. Water mains to be pressure tested in accordance with the latest Water Authority o& \ specifications. A Water Authority representative must witness this test. n Os \ LOCATION MAP 2 <x ¢ Health Sample. The water main shall be disinfected equal to AWWA Standard Specifications, NOTE: CONTRACTOR TO m x = UTUTY NOTES: NOT TO SCALE a |e designation C-651, by using the continuous feed method. After flushing and disinfecting the COORDINATE WITH THE PROPERTY i we) res} 1. THE SETBACK LINES AND NOTES RELATING TO SETBACK SHOWN HEREON ARE INTENDED TO SHOW APPLICABLE zi water main, water samples shall be collected from the main by the Health Department with OWNERS AT #789 AND #793 BLUE 381.42 tj ZONING REQUIREMENTS (AND APPROVALS UNDER SECTION 278 OF TOWN LAW) OF THE TOWN OF WEBSTER AS 2\2 jurisdiction of the area. Fire hydrants are not acceptable sampling points.. Approval and CREEK DRIVE FOR SANITARY SEWER a 5 wr s re OF THE DATE OF THIS MAP AND ARE NOT INTENDED TO IMPOSE ANY ADDITIONAL RESTRICTIONS OTHER THAN 3\8 notification by the Health Department must be received before the main is placed in service. | MST NG OR Fetivadid ner AGE 19'-8" PVC @ 0.40% z= © . SAID ZONING REQUIREMENTS. z\s Installati SWALE CROSSING AS NECESSARY. S—1Xo381.505\ © Lu ~ : 2. BUILDINGS SHOWN ON THIS PLAN ARE GRAPHICAL REPRESENTATIONS ONLY. = |& nstallation: — < -# OE CaN MH 3 —_ triad emi ees 3. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE MOST RECENT STANDARDS AND SPECIFICATIONS OF | & o, _. . ° J O we —! THE TOWN OF WEBSTER, THE APPROPRIATE AGENCIES (IE, MONROE COUNTY WATER AUTHORITY, AND THE o e Water mains and all water service lines shall have a minimum of five feet of cover from finished g “— Shs co AND TO NOTIFY DESIGN ENGINEER MONROE COUNTY HEALTH DEPARTMENT) UNLESS OTHERWISE NOTED 8 rs grade in non-pavement areas and a minimum of six feet of cover from finished grade in paved wl nve382.82 PROPOSED DETECTABLE WARNING TAPE TO 3 (| we v ¢ ACURI SUBDIVISION OF ANY DISCREPANCIES. , = > areas. . BE INSTALLED ABOVE PROPOSED SANITARY i < oo eS PE 4, THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD, AND PRESERVE ALL SURVEY CONTROL MONUMENTS AND a |e . . . . SEWER BETWEEN MANHOLES S-1 AND S-2 PED LSAN MT —— | , RIGHT-OF-WAY MONUMENTS IN THE AREAS OF CONSTRUCTION. FOR DESCRIPTIVE AND SURVEY DATA ON THE © Minimum vertical separation between water main and sewer mains shall be 18” measured from EXISTING RT R= 385.2 CONTROL MONUMENTS, CALL THE MONROE COUNTY GEODETIC SURVEY OFFICE. the outside of the pipes at the point of crossing. Minimum horizontal separation between water RETAINING WALL & YN 381.32 CORE/BORE EXISTING MANHOLE AND ‘ mains and sewer mains shall be ten feet measured from the outside of the pipes. One full length (TO REMAIN) S CONNECT PROPOSED 8” SANITARY SEWER 5, THE DEVELOPER'S AND CONTRACTOR'S ATTENTION IS DIRECTED TO LOCAL LAW NO. 6 OF 1971 REGARDING of water main shall be centered under or over the sewer so that both joints will be as far from the ea PROPOSED +108 LF AT INVERT 381.42. CONTRACTOR TO UABILITY INCURRED THROUGH DISTURBANCES OR DESTRUCTION OF GEODETIC SURVEY MONUMENTS. ~ sewer as possible. Where a water main crosses under a sewer, adequate structural support a INSULATION AROUND RECONSTRUCT BENCH AS NECESSARY, 6. EXISTING UNDERGROUND UTILITIES SHOWN HEREIN WERE PLOTIED FROM FIELD LOCATIONS AND/OR AVAILABLE WM «£ (compacted selected fill) shall be provided for the sewers to prevent excessive deflection of N/F PROPOSED SANITARY SEWER EXISTING PEDESTAL 10 BE \ UTILITY COMPANY RECORD PLANS. EXISTING UTILITIES WHETHER FUNCTIONAL OR ABANDONED WITHIN THE Y joints and settling on and breaking the water mains. \ DANIEL L. DRMACICH & RELOCATED. CONTRACTOR TO N/F PROJECT AREA MAY NOT BE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL CALL THE UFPO HOTLINE AT tL = = e Fire hydrant weep holes (drains) shall be plugged when ground water is encountered within PROPOSED 10° WDE BAe oR ie END CAP COORDINATE WITH RG&E AS N/F THERESA A, & / 1(800)962—7962 OR 811 FOR STAKE-OUT OF EXISTING UTILITIES. fae = Ss seven feet of the finished grade. STONE SPILLWAY PROPOSED 8 SY OF TA. No. 08517-0158 sANITARY CROSSING _ aie KYLE & MARY KATHRYN DAPPEN BEN IE CREEK DR 7. THE CONTRACTOR SHALL DETERMINE EXACT LOCATION AND ELEVATION OF UNDERGROUND UTILITIES BEFORE < 4 =e * All mechanical joint fittings (tees, bends, plugs, etc.) shall be backed with 2500 psi concrete ELEV= 566.50 50LB AVG WT RIP-RAP © A RARNAGE SALE 192-8" PVC @ 0.40% NF 797 BLUE CREEK DR TA No 06547-0188 COMMENCING CONSTRUCTION. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS 70 LOCATE EXISTING —j < ar thrust blocks of appropriate size to provide thrust restraint. (SEE DETAIL) (SEE DETAIL) 53 (SEE PROFILE) EXISTING 8” CPP & END GREGORY SCHULER T.A. No. 065.17-01-60 , eee SAO SING iat nadia AHEAD OF CONSTRUCTION TO PERMIT REVISIONS AS REQUIRED TO C) ss a JAN 2025 J wes SEE STALE nO OF NEW 793 BLUE CREEK DR ee ee 5 S iB WE ER a “ oan ha a _— O 3 _ ~ PROPOSED 12” END SECTION — : —3.1 SO 8 WATERMAINS AND APPURTENANCES TO BE CONSTRUCTED TO THE MOST RECENT STANDARDS AND ROCHESTER, NEW YORK DME 28 FLORENCE. E. FLAMMIA INV=383.50 NV=383.5 —— , jiNv=S84.08 EXISTING 8” CPP STORM CULVERT \Pe 0 \ SPECIFICATIONS OF THE MONROE COUNTY WATER AUTHORITY. a s — 8” CPP , ° Ps T.A. No. 079.08-01-03 50'-12” HDPE © 1.00% tH | | 4 DIA SAN MH . / 9. THE FOLLOWING COMPUTER SIMULATED FLOW TESTS WERE PERFORMED BY THE MCWA: 9 a /; MAINTAIN 18" VERTICAL TEST LOCATED AT ORCHARD ROAD, EAST OF LINDA LANE, TOWN OF WEBSTER < O aS 53'-18" HDPE @ 0.95% PROPOSED 12” / f | SEPARATION (TYP.) / PRESSURE ZONE: 610 a + ze END SECTION 7 ! LOT 6 WATER SERVICE TO TEST ELEVATION. 393 = zs ; (| INV=384.0 D-1.1 7838 BE USED AS TEMPORARY SIMULATED SUPPLY CURVE: & a T6=392.3 > DISINFECTION /SAMPLING / Q(CPM) PRESSURE (PSI) _HEAD (FT) > 2B : TSS . 4’ DIA TAP (SEE DETAIL) 0 85.6 197.7 ; awl DA-1 as INLET STM MH 400 62.6 144.6 an =a TG=386.2 ; : er 800 34.8 80.4 eZ ES PROPOSED STORMWATER 3x3" OUTLET : 1M > h / 1,200 0 0.0 ba se MANAGEMENT FACILITY “A GE OETA fo . y/ Pw / THE PRESSURE AND FLOW DATA PROVIDED HEREIN REPRESENTS A COMPUTER SIMULATED AVERAGE Z “= 3” ORIFICE ELEV=384.00 ) = ! é {f S15 D-1.2 / ESTIMATED VALUE AT THIS LOCATION IN THE DISTRIBUTION SYSTEM FROM KNOWN AND/OR ESTIMATED 8 , = 384, nae . ! ave LO) 12” END SECTION SYSTEM VARIABLES. THE FLOW VALUES INDICATED BY THE SUPPLY CURVE MAY VARY GREATLY DEPENDING oe OE Weve ELEY 8315 H 4° DIA SAN MH , <e 6 0. INV=387.50 LOT 6 ON DEMANDS, OPERATIONAL PARAMETERS, SYSTEM CONFIGURATIONS, SUBSEQUENT MODIFICATIONS AND = Ty’ GRATE ELEV=386.20 cy S62 OTHER RELATED CRITERIA. x =206. a4? ~~ , SWMF A 3 SS PROPOSED 5 SY OF . N/F N/F 10 SPLLMAY ELEVe528.50 LTS loT 4 « > Or iw SOLB AVG WT RIP-RAP SANITARY SEWER: FLORENCE E. FLAMMIA SUGl. 9 TA, No. 079.08-01-1.1 RONALD J & STARON A. YEAR STORM ELEV=384.76 > <JL_pROPOSED 8 SY 50 LB AVG > SY (SEE DETAIL) 10. ALL SAVTARY SEVERS ARE IN COMPLANGE WTH THE SPEGFICATONS AND SEVER POUCY OF THE TOWN OF 1 LINDA LANE —-2-YEAR STORM ELEV=385.13 SRY WT RIP-RAP (SEE DETAIL) rd T.A. No. 079.08-01-04 5-YEAR STORM ELEV=385.37 a} SN PROPOSED DEAD—END 11. SANITARY SEWERS, HOUSE LATERALS, AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING 10 THE 10-YEAR STORM ELEV=385.58 IN SS. HYDRANT (SEE DETAIL) / SPECIFICATIONS OF THE TOWN OF WEBSTER. 25-YEAR STORM ELEV=385.89 . ~ 50-YEAR STORM ELEV=386.11 D SS > ‘ Sige / 12. SANITARY SEWER PIPE SHALL BE 8” PVC SDR-35 OR AS NOTED ON THE PLAN. 100-YEAR STORM ELEV=386.34 Ser fo » : 13, INFILTRATION AND EXFILTRATION SHALL BE LIMITED TO 100 GALLONS PER MILER PER INCH DIAMETER OF PIPE (SEE OUTLET STRUCTURE DETAIL) Y | 18° END SECTION g é ~ / PER 24 HOURS OF SANITARY SEWERS. IF AN AIR TEST IS USED, THE TEST AS A MINIMUM SHALL CONFORM TO INV=384.30 xd ~“— . THE PROCEDURE DESCRIBED IN ASTM-C~828-86, ENTITLED "STANDARD PRACTICE FOR LOW PRESSURE AIR ~ Dt A PROPOSED TEST OF WIRIFED CLAY PIPE LINES.” SANITARY MANHOLES SHALL BE TESTED FOR EXFILTRATION. — LOT 3. 5’ DIA INLET 13 CONSERVATION WATER TESTING — EACH MANHOLE SHALL BE FILLED WITH A MAXIMUM OF 10 FEET OF WATER, SUBJECTED TO . 5_DIA EASEMENT MARKER A 24 HOUR TEST AND SHOW A LOSS OF WATER NOT TO EXCEED 15 GALLONS/24 HOURS FOR’ A 4 FOOT STM MH ~ (TYP) (SEE DETAIL) IDMH. INFILTRATION TESTS SHALL ADHERE TO THE SAME LIMITS. PROPOSED 6” CL—52 VACUUM TESTING - EACH MANHOLE SHALL BE SUBJECTED TO A VACUUM OF 10 INCHES OF HG FOR ONE ZINC-COATED DIP N/F MINUTE WITH AN ALLOWABLE LOSS OF 1 INCH OF HG WATERMAIN (DEDICATED TOWN OF WEBSTER pt / 1200 ORCHARD ROAD 14, THE FOLLOWING TESTS SHALL BE PERFORMED ON PVC SANITARY SEWER PIPE: < / TA. No. 065.17-01-94 bs / A) DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE, THE TEST SHALL BE CONDUCTED AFTER = x / THE FINAL BACK FILL HAS BEEN IN PLACE AT LEAST 30 DAYS. a S | 4 = jo Ca | oOo LoT 6 / DEPARTMENT OF HEALTH CONDITIONS OF APPROVAL: Ee ee L oO 2 ae = : i C) IF THE DEFLECTION TEST IS TO BE RUN USING A RIGID BALL OR MANDREL, IT SHALL HAVE. A DIAMETER gil ~ zak < ~~, / {, THAT THE PROPOSED FACILITIES FOR WATER SUPPLY AND SEWAGE COLLECTION AND/OR EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL SHI) E278 — TREATMENT SHALL BE INSTALLED IN CONFORMITY WITH SAID PLANS. PULLING DEVICES. 3 lL) 8s z - 2 QO. : 2 THAT NO LOT OR REMAINING LAND SHALL BE SUBDIVIDED WITHOUT PLANS FOR SUCH ao ba = _s ® eA ISSN SENG SUEMITIED 0 AND APPROVED BY THE NYSDOH GENEVA DISTRICT OFFICE. 15, tN V SEWERS ARE 9 BE PuUaaeD wen CONNECTED TO EXISTING MANHOLES UNTIL THE NEW SEWERS ARE 5 8 ne qa 2 e , t . WwW 3, THAT PLAN APPROVAL {S LIMITED TO 5 YEARS FROM THE APPROVAL DATE. TIME EXTENSIONS = <= S Zs & —_j . FOR PLAN APPROVAL MAY BE GRANTED BY THE NYSDOH GENEVA DISTRICT OFFICE BASED UPON 16. A CERTIFIED MANUFACTURER'S REPRESENTATIVE SHALL BE ONSITE TO OBSERVE THE INSTALLATION OF THE 2ii=— rare APHIC SCALE / DEVELOPMENT FACTS AND THE REALTY SUBDIVSION REGULATIONS IN EFFECT AT THAT TIME, A INSULATED SANITARY SEWER SECTIONS = > wit -— GR. / NEW PLAN SUBMSSION MAY BE REQUIRED TO OBTAIN A TIME EXTENSION. . 2 iJ fe E = => 4 DIA SAN MH 4, THAT THE APPROVED PLANS MUST BE FILED WTH THE ONTARIO COUNTY CLERK PRIOR TO STORM. SEWER: =A & =2 50 0 aa 50 100 REA COMMON ACCESS AND / OFFERING LOTS FOR SALE AND WITHIN 90 DAYS OF THE DATE OF PLAN APPROVAL. ~s WY g “ _¥ SEMENT TO LOTS 1-10 17. STORM SEWERS, HOUSE LATERALS, AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE << 0-2 AND JHE TOWN OF WEBSTER OT 9 5. THAT ALL LOCAL AND STATE AGENCY RULES AND REGULATIONS SHALL BE COMPLIED WITH. SPECIFICATIONS OF THE TOWN OF WEBSTER. rs) —2, < z CORPORATION T6=392.7 —~ 18 STORM SEWER PIPE SHALL BE HDPE OR AS NOTED ON THE PLAN °o 5 aaa, “A. No, 064.18-02-254 EB 5° DA INLET STM N MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH 5 7 1 inch = 50 ft. 19. CHECK VALVES TO BE PROVIDED ON SUNP PUMPS. a yy THESE PLANS FOR PUBLIC WATER SYSTEM EXTENSION / IMPROVEMENT ARE HEREBY APPROVED PURSUANT TO 10NYCRR5S 20. ALL DOWNSPOUTS SHALL DISCHARGE ON SPLASH BLOCKS. FOUNDATION DRAINS SHALL DISCHARGE TO STORM 3 Wet WE-2 OF THE STATE SANITARY CODE SUBJECT TO CONDITIONS OF LATERALS MA SUNP PUMPS. 2 Ly PROPOSED 15’ WATERMAIN / PROPOSED WATERMAIN APPROVAL. s 2 LEGEND FRONTAGE EASEMENT TO EASEMENT 10. THE MONROE / | APPROVALS g WATER AUTHORITY COUNTY WATER AUTHORITY / yf, - 3 = — BOUNDARY LINE AN RETON oe / DIRECTOR OF PUBLIC HEALTH BY: Z DATE: \O - 14-755 z % PROJECT BENCHMARK Pr PROPOSED LOT LINE MAG NAIL ON N .EDGE OF PROPOSED DISINFECTION /SAMPLING Vout Golawtc. | ~ ~ - - CENTERLINE rLev=300 42 (NAND 38) TAP (TYP.) (SEE DETAIL) LOT 10 . fF 7 DATE: “7-0 -Za 2s ~ | (/PROECT MANAGER SETBACK LINE CONTRACTOR ‘TO FIELD VERIFY TROPOSED MONUMENT SIGN PUBLIC HEALTH ENGNEER UO yyves . 2 PROT ENGNEER —-- EXISTING EASEMENT LINE LOCATION OF EXISTING UTLITES | (BY OTHERS) \ | py: AJM M1. Kee, (AO pate: [0 } 20/2 S 4 | Wie * | ] . -—— PROPOSED EASEMENT LINE OF ANY DISCREPANCIES. PROPOSED 5 SY OF 5OLB AVG WT RIP-RAP Jes o> WH htc SECTION MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH TOWN C. A ut || DRAWN BY W + be EXISTING WATERMAIN, HYDRANT, AND VALVE AT END OF GUTTER (SEE DETAIL) PROPOSED § SY OF THESE PLANS FOR PUBLIC SANITARY SEWER EXTENSION / BY: 4 [~- —— TE: VPLS C. x A D'ANGELO w > IMPROVEMENT ARE HEREBY APPROVED PURSUANT TO ARTICLE 17 MAR 7 | PROPOSED WATERMAIN, HYDRANT, AND VANE EXISTING TEMPORARY 12” ea wr DETAL) OF THE NYS ENVIRONMENTAL CONSERVATION LAW SUBJECT TO FIRE Wied eead 5 SCALE DATE ISSUED enon ww wm a @W PROPOSED WATER SERVICE AND CURBSTOP CULVERT TO BE REMOVED CONDITIONS OF APPROVAL. By: DATE: i PS) / ’ f In ¢ = 1°=50 JUNE 6, 2025 D STORM SEWER, MANHOLE, LET EXISTING 16° AC WATERNAIN WITH 16°x6” TS&V. THE 5 S 7 PROPOSE NER, MANHOLE, AND IN CONTRACTOR TO PROVIDE EXCAVATION, SUPPLY AND INSTALL DIRECTOR OF PUBLIC HEALTH . pate: /O/) p/m 2723 Oo EXISTING SANITARY SEWER AND MANHOLE ALL MATERIAL, PROVIDE A SLOW-OFF AND DISINFECTION INV=391.29 CT y 7 wv DRAWING. NO SAMPLING TAP, AND RESTORE THE GROUND SURFACE ON THE S . ’ e ’ PROPOSED SANITARY SEWER AND MANHOLE NORTH SIDE OF ORCHARD ROAD IMMEDIATELY UPON REMOVING é > > 1d / 7 | 2S a COPYRIGHT © 2025 ae SIRT ee =] PROPOSED STORMWATER MANAGEMENT FACILITY THE SAMPLING TAP. MCWA WILL PERFORM TAP FOR A SET FEE. ve BY: Farr kas DATE: a 1 8

BME Associates

P:\2723\Drawings\FINAL\2723 Design Base.dwg

PROPOSED 10° WIDE STONE SPILLWAY

N/F

FLORENCE E. FLAMMIA

5 UNDA LANE

T.A. No. 079.08-01~03

‘AND $793 BLUE CREEK DRIVE FOR’, NK SANITARY SEWER INSTALLATION =~ INVOLVING TREE CLEARING,

GRADING AND DRAINAGE SWALE

“EXISTING TREES TO BE REMOVED

po \ _. EXISTING TREES TO BE

A, REMOVED AS NECESSARY (TYP) JCEXISTING 8° CPP AND END SECTION

av 7 710 BE REMOVED FOR INSTALLATION OF NEW 12” STORM SEWER PIPE.

PROPOSED 12° WIDE POND ACCESS DRIVE (SEE DETAIL)

N/F -\\ DANIEL L. DRMACICH 6 \\\, BARBARA A. KRUZE

\\ PIN. £20° BUFFER OF ESTABLISHED TREES TO BE MAINTAINED.

PROPOSED 8 SY OF \ 50LB AVG WT RIP-RAP MS

~ A. No, 065.17-01-58

END PAVEMENT AND GUTTER STA=4+73.14 ELEV=392.81

8 PROPOSED FENCE WITH EVERGREENS (SEE DETAIL)

é “

/_.~ KYLE & MARY KATHRYN DAPPEN

N/F THERESA A. & BRUCE W. KNAPP 800 BLUE CREEK DR

aN

rrr ¥ ¥ f

797 BLUE CREEK DR (SEE DETAL) SN fe | ae GREGORY SCHULER _ TA No. 085.17" 01-60 ~~ 7p yA wva363.24 793 BLUE CREEK DR ~

fess zs 387 f. _. f _ ee

DA | ii SG se6f. vA No__069.17- 01-59 pee AREA OF SELECTIVE 18” END SECTON \ ley 4 =§- 34 ~" CLEARING FOR

INV=383.50-] ue a <= : TR=391.0 PROPOSED GRADING

4’ DIA SAN MH oN

N/F FLORENCE £. FLAMMIA T.A. No. 079.08-01-1.1

N/F RONALD J, & SHARON A, GENTLE 1 LINDA LANE T.A. No. 079.08-01-04

"220262 0000000402400846020080 2088"

. BB _ oo 536x5 FG = 338.0 COPYRIGHT © 2025 —_

\ BME Associates

PROPOSED STORMWATER

MANAGEMENT FACILITY ‘A’ 3” ORIFICE ELEV=384.00

18” QUTLET PIPE ELEV=384.00 24° WIDE WEIR ELEV=385.10 3x3’ GRATE ELEV=386.20

10° SPILLWAY ELEV=386.50 BERM ELEV=387.50

1-YEAR STORM ELEV=384.76 2-YEAR STORM ELEV=385.13 5-YEAR STORM ELEV=385.37 10-YEAR STORM ELEV=385.58 25-YEAR STORM ELEV=385.89 50-YEAR STORM ELEV=386.11 100-YEAR STORM ELEV=386.34

/ ifs DA-1 |i OL Lo eS TG=386.2 Nas / a oe 3x3’ OUTLET D 3 At CONTROL STRUCTURE [J fie ; (SEE DETAIL) HA Tn S-2 ve 1 x TPES ‘TR=388.2 My Wars ae 4’ DIA SAN MH MY PAE ; bh te) ns fe RT 4 | Rhee 8, ' x< Ho} m a) /- y a / ; y “oe , 18” END SECTION S; ar. » INV=384.30 /

10° WIDE CLEAR SPACE FOR RG&E

N/F

ROCHESTER GAS AND ELECTRIC CORPORATION

T.A. No. 064.19-02-25.1/WEB

BOUNDARY LINE

PROPOSED LOT LINE CENTERUNE SETBACK LINE

EX. WATERMAIN, HYDRANT AND VALVE

PROP. WATERMAIN, HYDRANT AND VALVE EXISTING STORM SEWER, AND MANHOLE PROPOSED STORM SEWER, MANHOLE AND INLET EXISTING SANITARY SEWER AND MANHOLE PROPOSED SANITARY SEWER AND MANHOLE EXISTING TREELINE

PROPOSED TREE LINE

EXISTING CONTOUR

PROPOSED CONTOUR

PROPOSED. SPOT ELEVATION PROPOSED FINISHED GRADE PROPOSED LIMIT OF DISTURBANCE

EXISTING TREE TO BE REMOVED DIRECTION OF DRAINAGE FLOW

PROPOSED MONUMENT SIGN AND LANDSCAPED AREA (BY OTHERS)

PROPOSED LIMITS OF DISTURBANCE AREA=43.8 ACRES

y/ D-2~—- 16=392.7

MAG NAIL ON N .EDGE OF PAVEMENT

ELEV=392.42 (NAVD 88)

PROPOSED 5 SY OF 50LB AVG WT RIP—RAP AT END OF GUTTER (SEE. DETAIL)

BEGIN GUTTER PROPOSED 5 SY OF STA= 0+47.50 SOLB AVG WT ~, ELEV=£392.1 RIP-RAP (SEE DETAIL) Ke EXISTING 12” CULVERT Seo TO BE REMOVED -s

+77 FULL DEPTH SAWCUT TO BE MADE ALONG EDGE OF EXISTING ASPHALT. BEGIN PROPOSED PINE WHISPER TRAIL PAVEMENT. STA=0+15.58

= 392.33

MIX LEGEND:

viele ee STORMWATER MANAGEMENT POND MIX; "OBL WETLAND MIX"; ERNST CONSERVATION SEEDS (ERNMX-131); ELEV. 383-384, AS SHOWN ON PLAN.

12” END SECTIONS

> =PROPOSED CONSERVATION EASEMENT MARKER (TYP) (SEE DETAIL)

N/F TOWN OF WEBSTER 1200 ORCHARD ROAD T.A. No. 065.17-01-94

PROPOSED LIMITS OF DISTURBANCE AREA=43.8 ACRES

INV=391.29

BLUE CREEK

104 EXPRESSWAY

LOCATION MAP

NOT TO SCALE

DESCRIPTIVE AND SURVEY DATA ON THE CONTROL MONUMENTS, CALL THE MONROE COUNTY GEODETIC SURVEY OFFICE.

2. THE DEVELOPER'S AND CONTRACTOR’S ATTENTION {S DIRECTED TO LOCAL LAW NO. 6 OF 1971 REGARDING LIABILITY INCURRED THROUGH DISTURBANCE OR DESTRUCTION OF GEODETIC SURVEY MONUMENTS.

3. EXISTING UNDERGROUND UTILITIES SHOWN HEREIN WERE PLOTTED FROM FIELD LOCATIONS AND/OR AVAILABLE UTILITY COMPANY RECORD PLANS. EXISTING UTILITIES WHETHER FUNCTIONAL OR ABANDONED WITHIN THE PROJECT AREA MAY NOT BE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL CALL THE UFPO HOTLINE AT 1(800)962-7962 OR 811 FOR STAKE-OUT OF EXISTING UTILITIES.

4. THE CONTRACTOR SHALL CONTROL DUST ONSITE AS DIRECTED BY THE TOWN OF WENSTER,

5. THE OWNER AND THE CONTRACTOR SHALL HAVE COMPLETE KNOWLEOGE OF THE CURRENT BLASTING POLICY FOR THE TOWN OF WEBSTER, AND THEY WILL CONFORM TO THIS POLICY AT

ALL TIMES. 6. HIGHWAY DRAINAGE ALONG ORCHARD ROAD 10 BE MAINTAINED AS DIRECTED BY THE TOWN OF PROPOSED § SY OF WEBSTER, 50LB AVG WT RIP—RAP (SEE. DETAIL) 7. FILL MATERIAL PLACED IN THE PAVEMENT AND BUILDING AREA SHALL BE SELECT MATERIAL AND

COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS MEASURED BY THE MODIFIED PROCTOR TEST (ASTM D1557} AND/OR THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL SUPPLY THE ENGINEER AND THE TOWN OF WEBSTER WITH COMPACTION TEST RESULTS PRIOR TO PLACING THE STONE SUBBASE

8. CONTRACTOR SHALL INSTALL STONE SUBBASE AND THE ASPHALT CONCRETE BINDER COURSE. PRIOR TO PLACING THE BINDER COURSE, THE ROAD BASE SHALL BE REVIEWED BY THE ENGINEER AND THE TOWN.

-/- Table 5.2 Soil Restoration Requirements —

Type of Soil Disturbance Soil Restoration Requirement Comments/Examples

No soil disturbance Restoration not permitted Preservation of Natural Features

Minimal soil disturbance Restoration not required Clearing and grubbing HSGA &B HSG C&D Areas where topsoil is stripped only Protect area from any ongoing - no change in grade apply 6 inches of Aerate* and apply 6 | construction activities. topsoil inches of topsoil HSG A &B HSG C&D Areas of cut or fill Aerate and apply 6 | Apply full Soil inches of topsoil Restoration **

Heavy traffic areas on site (especially in a zone 5-25 ft around buildings but not within a 5 ft perimeter around foundation walls)

Apply full Soil Restoration** de-compaction and compost enhancement)

Keep construction equipment from crossing these areas. To protect newly installed practice from any ongoing construction activities construct a single- phase operation fence area

Areas where Runoff Reduction and/or Infiltration practices are applied

Restoration not required but may be applied

Soil Restoration is required on redevelopment projects in areas where existing impervicus area will be converted to pervious area

Redevelopment projects

*Aeration includes the use of machines such as tractor-drawn implements with coulters making a narrow slit in the soil, a roller with many spikes making indentations in the soil, or prongs which function like a mini-subsoiler.

** Refer to latest version of NYSDEC Deep-Ripping and Decompaction.

DATE, 10 -\A-25

vy. KAZ > ZS parE: (0 -/0- 2025 TOWN HIGHWAY SUPERI T

; ae DATE: 19 [20 [2s TOWN A BY: CL parE: “ev ac FIRE MARSHAL yD a DATE: reli | y.5 PLANNIN L BY: y par: /4 Ic A WEBSTER SEWER DISTRICT i

PHELPS & GORHAM PURCHASE, TOWNSHIP 14, RANGE 04, TOWN LOT 04, TAX MAP NUMBER 080.05~02—2.1

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 jaw for any person, unless he is acting under the direction of a licensed professional engineer or land surveyor to alter any item in any way. If an item bearing the seal of an engineer or land surveyor is altered, the altering engineer or Jand surveyor shall affix to the item his seal and the notation "altered by” followed by his signature and the date of such alteration, and 4. specific description of the alteration.”

sa

9/8/25 | AND BY

DATE

REVISIONS

REVISED PER TOWN COMMENTS

~ y,

WWW.BMEPC.COM 585-377-7360

ENGINEERS ¢ SURVEYORS ¢ LANDSCAPE ARCHITECTS 10 LIFTBRIDGE LANE EAST FAIRPORT, NEW YORK 14450

< - Ww 5 ys zs = z = rm = B58 = z= = 3 3B ozo Om © #F2 20 242g EZ < 6 ste Fea) = = 325 <x = f woo raved by E- o* — nm 2a C5 Ym gS & = e

= — 2 = S

PROJECT MANAGER

M_BOGOUJEVSK! PROJECT ENGINEER

M_SERENI DRAWN BY

A D'ANGELO

SCALE 1*=50"

DATE {SSUED JUNE 6, 2025

PROJECT NO.

2725

DRAWING NO. 19

P:\2723\Drawings\FINAL\2723 Design Base.dwq

NOTE:

BLUE CREEK

CONTRACTOR TO COORDINATE WITH

THE PROPERTY OWNERS AT #789 _

‘AND $793 BLUE CREEK DRIVE FOR

SANITARY SEWER INSTALLATION

INVOLVING TREE CLEARING, é oe - GRADING AND DRAINAGE SWALE 1 OS.

a © CROSSING AS NECESSARY. TREE PROTECTION

> BS . _ (TYP) (SEE DETAIL)

i

STEEP SLOPES SHALL BE SEEDED WITH STEEP SLOPE SEED MIX WHEN SLOPES ARE 3:1 OR GREATER. SEE CONSTRUCTION EROSION CONTROL NOTE #14 ON THE NOTE SHEET (BME DWG¥2723-09).

PROPOSED SILT FENCE (TYP) OR DIVERSION SWALE AS GRADE ALLOWS (SEE DETAILS) PROPOSED 10° WDE i

STONE SPILLWAY PROPOSED 8 SY OF ELEV=386,50 50LB AVG WT RIP-RAP (SEE DETAIL) (SEE DETAIL)

AREA OF SELECTIVE

~ TEMPORARY STONE CHECKDAM (TYP) (SEE DETAIL) ——

PROPOSED GRADING

PROPOSED LOCATION OF TOPSOIL. STOCKPILE

CONTRACTOR TO UNDERCUT POND BY 2’ TO UTILIZE AS TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION

£7100 SF x 3’ DEEP (SEE DETAIL)

PROPOSED INLET ~._ _/ PROTECTION (TYP) ~.¢ (SEE DETAIL)

PROPOSED 5 SY OF 50LB AVG WT RIP-RAP (SEE. DETAIL) ,

~— Lproposey /_-pRoPoseD 8 SY 50 LB AVG DIVERSION SWALE =

WT RIP-RAP (SEE DETAIL) <..(TYP) (SEE DETAIL)

PROPOSED SILT FENCE [f! (TYP) (SEE DETAL)—— J

TEMPORARY STONE CHECKDAM (TYP) (SEE DETAIL) ’

DIVERSION SWALE (TYP) (SEE DETAIL)

EXISTING TREES TO BE SELECTIVELY CLEARED

DISTURBANCE LIMIT ALONG CONSERVATION EASEMENT TO BE MARKED WITH FIBERGLASS RODS AND CAUTION TAPE.

PROPOSED LIMITS OF DISTURBANCE AREA=+3.8 ACRES

PROPOSED LIMITS OF DISTURBANCE . AREA=23.8 ACRES

DISTURBANCE LIMIT ALONG

CONSERVATION EASEMENT TO . BE MARKED WITH FIBERGLASS

RODS AND CAUTION TAPE. e

PROPOSED SILT FENCE (TYP) (SEE DETAIL)

PROPOSED CONCRETE WASHOUT (TYP) (SEE DETAIL)

/

/-STABILIZED CONSTRUCTION STAGING AREA

LEGEND

— << BOUNDARY LINE

PROPOSED LOT LINE STEEP SLOPES SHALL BE SEEDED WITH STEEP

- - - CENTERLINE SLOPE SEED MIX WHEN SLOPES ARE 3:1 OR SETBACK LINE PROPOSED 5 SY OF 50LB AVG WT RIP-RAP nor SEE CONSTRUCTION EROSION CONTROL Senne ese wares, EXISTING TREELINE AT END OF GUTTER (SEE DETAIL) NOTE #14 ON THE PROFILE AND NOTE SHEET een pnenpapeccnononenpscsparwnregeseenononcn, PROPOSED TREELINE ~ SOLB AVG WT

REQUIRED SEDIMENT INLET (3,600 CF./AC.) | (L x Wx D) (PROVIDED)

RIP—RAP (SEE DETAIL):

EXISTING CONTOUR

PROPOSED CONTOUR

PROPOSED SPOT ELEVATION PROPOSED STABILIZED CONSTRUCTION ACCESS (SEE DETAIL}

PROPOSED FINISHED GRADE

EXISTING STORM SEWER, AND MANHOLE

PROPOSED STORM SEWER, MANHOLE AND INLET EXISTING SANITARY SEWER AND MANHOLE

SEDIMENT TRAP_VOLUMES

EX. WATERMAIN, HYDRANT AND VALVE Xx X PROPOSED SILT FENCE A 1.7 ACRES 6,120 CU. FT. 70'x30'x3" 6,300 CU. FT.

-<B- PROPOSED CHECK DAM GRAPHIC SCALE SEE SITE AND CONSTRUCTION EROSION SWIF[ 22.0 AGRES [7,200 CU FT| 10,700 SF x S| 32,100 CU. FT.

ia PROPOSED INLET PROTECTION ——_————— n . im \ CONTROL DETAIL SHEET SHEET (BME NOTE: SEDIMENT TRAPS TO BE CONSTRUCTED WITH A MINIMUM LENGTH TO WIDTH RATIO OF 2:1 AND A ba J DIVERSION SWALE DWG. #2723-27) FOR CON STRUCTION MINIMUM DEPTH OF 3 FEET. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 1’.

( IN FEET ) FR Os| ON C ON TR OL N OTES *TRAP DIMENSIONS PRESENTED AS GUIDANCE FOR CONTRACTOR ONLY. ACTUAL DIMENSIONS MAY VARY

COPYRIGHT © 2025

\ BME Associates a mn

= PROPOSED LIMIT OF DISTURBANCE 1 inch =50 ft. BASED UPON FIELD CONDITIONS. HOWEVER, MINIMUM "REQ’D SEDIMENT TRAP VOLUME” MUST BE PROVIDED.

*INSTALL PROPOSED POND BERM, OUTLET STRUCTURE, AND OUTLET PIPE PER PLAN DETAILS FOR SWMF SEDIMENT TRAP.

*PROVIDE RIP—RAP PROTECTION AT D-1.2 FOR SEDIMENT TRAP A & B OUTLETS.

104 EXPRESSWAY

LOCATION MAP

NOT TO SCALE

INSTALL AND MAINTAIN STABILIZED CONSTRUCTION ENTRANCE(S) AND CONSTRUCTION STAGING AREA (SEE DETAIL). CLEAR AND GRUB AS REQUIRED FOR SILT FENCE INSTALLATION.

INSTALL AND MAINTAIN PERIMETER SILT FENCE, COMPLETE CLEARING AND GRUBBING OPERATIONS AS NECESSARY OR PROVIDE BRUSH HOGGING OF LANDS TO MAINTAIN GROUND COVER.

DIVERSION SWALES TO BE USED IN LIEU OF PERIMETER SIL? FENCE, AND TO BE REVIEWED WITH THE TOWN OF WEBSTER AT THE PRE-CONSTRUCTION MEETING.

STRIP AND STOCKPILE TOPSOIL AS REQUIRED FOR INSTALLATION OF THE PROPOSED STORMWATER MANAGEMENT FACILITIES. COMPLETE GRADING, FINE GRADE AND SEED. STORMWATER MANAGEMENT FACILITY TO BE UTILIZED AS A SEDIMENT BASIN DURING

CONSTRUCTION. CONTRACTOR TO UNDERCUT POND BOTTOM BY 2’.

STRIP AND STOCKPILE TOPSOIL; TOPSOIL TO BE STRIPPED FROM ALL PROPOSED PAVEMENT AND BUILDING AREAS AND STOCKPILED IN DESIGNATED AREA. INSTALL SILT FENCE AROUND PERIMETER OF TOPSOIL PILE AND SEED WITH TEMPORARY SEEDING MIX. MULCH IS REQUIRED BETWEEN NOVEMBER 15TH AND APRIL. 1ST.

COMMENCE MASS GRADING OPERATIONS, COMPLETE REQUIRED CUTS AND FILLS. UPON COMPLETION OF THE MASS GRADING OPERATIONS, INSTALL ADDITIONAL EROSION CONTROL MEASURES INCLUDING STONE CHECK DAMS, INTERCEPTOR SWALES, AND TEMPORARY SEDIMENT TRAPS. SWALES TO BE STABILIZED WTHIN 2 DAYS OF COMPLETION AND SEDIMENT TRAPS TO BE STABILIZED IMMEDIATELY. MEASURES ARE TO BE MAINTAINED BY THE CONTRACTOR UNTIL GROUND COVER HAS BEEN ESTABLISHED.

CONTRACTOR MAY INSTALL UTILITIES DURING GRADING OPERATIONS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO STABILIZE THE SITE AND VERIFY GRADING ELEVATIONS PRIOR TO UTILITY CONSTRUCTION. ADDITIONAL EROSION CONTROL MEASURES, INCLUDING STONE CHECK DAMS, INTERCEPTOR SWALES AND TEMPORARY SEDIMENT TRAPS SHALL BE PROVIDED AS SHOWN IN THE PLANS, OR AS DIRECTED.

COMPLETE EARTHWORK, INCLUDING FINE GRADING OF SLOPES. SLOPES TO BE REPLACED WITH 6” OF TOPSOIL, MULCHED AND SEEDED WITHIN 2 DAYS OF COMPLETION. SILT FENCE TO BE INSTALLED AT TOE OF SLOPE (iF APPLICABLE).

COMPLETE INSTALLATION OF UNDERGROUND UTILITIES AND RGAD BOX. RESTORE AND RE--SEED RIGHT-OF-WAY AREAS AS NEEDED. INSTALL PAVEMENT DIVERSION ONCE THE BINDER ASPHALT iS INSTALLED.

INSTALL CONCRETE TRUCK WASHOUT PRIOR TO CONCRETE POURING ACTIVITIES (SEE DETAIL).

INSTALL ROAD. BASE, GUTTERS AND PAVEMENT WITH EROSION CONTROL MEASURES AS NECESSARY TO MINIMIZE SILT DISTRIBUTION ON EXISTING AND CONSTRUCTED ROADWAYS.

SEED AND MULCH ALL DISTURBED AREAS AS REQUIRED BY GP-0-25-001. SEED WITH A MIX AS INDICATED IN CONSTRUCTION EROSION CONTROL NOTES, AND MULCH.

ALL SLOPES 3:1 OR STEEPER WITH STEEP SLOPE SEEDING MIX AND STABILIZE WITH EROSION CONTROL BLANKET — ECS-1B (EASTCOAST) OR AN APPROVED EQUIVALENT.

FROM NOVEMBER 15TH TO APRIL 1ST, IF STRAW MULCH ALONE iS USED FOR TEMPORARY STABILIZATION, IT SHALL BE APPLIED AT DOUBLE THE STANDARD RATE OF 2 TONS PER ACRE, MAKING THE APPLICATION RATE. 4 TONS PER ACRE.

MONITOR STORMWATER MANAGEMENT FACILITY, SEDIMENT BASINS, AND SEDIMENT TRAPS DURING CONSTRUCTION OPERATIONS FOR SILT ACCUMULATION. CONTRACTOR TO CLEAN AS NECESSARY.

MAINTAIN PERIMETER SILT FENCE AND INLET PROTECTION UNTIL THE ADJACENT SOILS HAVE ACHIEVED 80% STABILIZATION. SEE CONSTRUCTION EROSION CONTROL NOTES FOR REQUIRED SEED MIXES AND TEMPORARY/WINTER STABILIZATION METHODOLOGY.

DUST SHALL BE CONTROLLED DURING CONSTRUCTION BY THE CONTRACTOR TO MINIMIZE EFFECT ON THE ADJACENT PROPERTIES. THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES AS NEEDED AND/OR AS DIRECTED BY THE TOWN ENGINEER OR OWNER.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE EXISTING ROADWAYS, PAVED AREAS, AND CHANNELS FREE OF MUD, DIRT, AND DEBRIS, THE CONTRACTOR WILL CLEAN THESE AREAS AS NECESSARY OR AS REQUIRED BY THE OWNER OR TOWN OF WEBSTER.

“Tow Enis wore DATE: “09 ~ 2625

TOWN HIGHWAY el

MWwsY\. Hime, (AO par: _/0/40 [25 SOHN A men LE DATE: jofw Jee as MARSHAL < , 10 os) llises DATE: _ 70 (ak

AND BY

Drawing Aiteration 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 professional engineer or fand surveyor to alter any item in any way. If an item bearing the seal of an 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 ¢ specific description of the alteration.”

9/8/25 DATE

REVISIONS

REMSED PER TOWN COMMENTS

WS 2 ee: La = = ¢ x= om Oo Fs ~ RS — <P Rk a 8 \©o c ms 3 Be O 6 2: WW) < WS) ° Q <t “2 gS —_ ¢ 2: 2 $S= > So /, A BBS 4 aes Hos m SRE Z 288 iS) am) Z

FINAL

CONSTRUCTION EROSION

MONROE COUNTY, NEW YORK STATE

INSITE LAND DEVELOPMENT, INC. 28 WILLOW POND WAY, SUITE 300

SIENNA RESERVE CONTROL PLAN

TOWN OF WEBSTER,

DRAWING TITLE

PROJECT MANAGER M_BOGOJEVSKI

PROJECT ENGINEER

M_SERENI

DRAWN BY A_D’ANGELO

SCALE DATE ISSUED 1"=50' JUNE 6, 2025

PHELPS & GORHAM PURCHASE, TOWNSHIP 14, RANGE 04, TOWN LOT 04, TAX MAP NUMBER 080.05-02-2.1

PROJECT NO.

27235 20

DRAWING NO.

1" INCH TYPE K COPPER FROM THE WATERMAIN TO THE CURB BOX

1° INCH PE #4710 FROM THE CURB BOX TO THE METER {UNLESS NOTED OTHERWISE)

STORM —- 6” PVC SDR-35 INSTALLED AT 1.00% MIN SLOPE. ° oe

CLEANOUT (TYP.) \f 0 6” PVC SDR-21 STORM \ | i. \ LATERAL AT 1% MIN."

WATER —

EXTEND LATERALS TO 10 FEET BEYOND THE RIGHT-OF-WAY, OR 10 FEET BEYOND THE EASEMENT LINES, WHICHEVER IS GREATER.

y

P:\2723\Drawings\FINAL\2723 Design Base.dwg

2. WATER METER(S) ARE TO BE LOCATED ON THE INTERIOR OF EXTERIOR WALL(S) IMMEDIATELY UPON SERVICE COMMON ACCESS. AND UTILITY EASEMENT ENTRANCE INTO THE BUILDING, ON METERED SERVICES REQUIRING A t< INCH OR LARGER METER, A A = Vw Ww BY-PASS AROUND THE METER IS REQUIRED. 4" PVC SDR-21 SANITARY RB STOP | DRIVEWAY — LATERAL AT 2% WN | Oe \ 3. NO CURB VALVE BOXES, WATER SERVICES, CLEANOUTS, OR LATERALS ARE ALLOWED IN DRIVEWAYS. THE TYPE K WATER SERVICE, _ Qs \ SERVICE OR DRIVEWAY WILL BE RELOCATED IF THIS CONFLICT ARISES. SIZE AS NOTED ON PLANS by NOTE: CONTRACTOR TO \ “i 5 COORDINATE WITH THE PROPERTY 4. ALL HOMES WITH WATER PRESSURE GREATER THAN 70 PSI AT THE METER WILL REQUIRE A PRESSURE HOUSE E OWNERS AT #789 AND #793 BLUE bi > REDUCING VALVE INSTALLED AFTER THE METER. CREEK DRIVE FOR SANITARY SEWER ed = © 5. SANITARY LATERALS’ WITNESS STAKES SHALL BE 2°x4” HARDWOOD, EXTENDED 2~3’ ABOVE GRADE AND | CLEARING, GRADING AND. DRA Os x ~ TYP CLEARING, GRADING AND DRAINAGE : PAINTED GREEN, ICAL LATERAL LAYOUT | SWALE CROSSING AS NECESSARY. x ty © 6. ANY LAUNDRY WASTEWATER SHALL BE DIRECTED TO THE SANITARY SEWER, FOR SINGLE FAMILY HOMES \ 5 3 7. CLEANOUTS FOR STORM LATERALS SHALL BE INSTALLED AT ALL HORIZONTAL BENDS AND AT 100° (N.T.S.) i mM / ACURI SUBDIVISION INV= 382.52 INTERVALS ALONG THE LATERAL CLEANOUTS FOR SANITARY LATERALS SHALL BE INSTALLED AT THE p N38, @): M.C.C.0. LIBER 238 OF RIGHT-OF-WAY OR EASEMENT LINE, AT ALL BENDS 45° OR GREATER, AND AT 85-100 FOOT INTERVALS AEF MAPS, PAGE 34 THEREAFTER. oasis 8. REAR DOWNSPOUTS SHALL DISCHARGE ON SPLASH BLOCKS DIRECTED TO THE REAR OF EACH LOT. FRONT ROOF S-1| DRAINS & FOUNDATION DRAINS (VIA SUMP PUMPS) SHALL DISCHARGE TO STORM SEWERS. ea 9 story TR=386.2 7] FRAME 4° DIA SAN MH N/E #789 I DANIEL L. DRMACICH & N/F

BARBARA A. KRUZE

789 BLUE CREEK DR N/F | T.A. No. 065.17-01-58 KYLE & MARY KATHRYN DAPPEN

797 BLUE CREEK DR f mens N 7 ‘| ~—

N/E TA. No. 065.17-01-60 FLORENCE £, FLAMMIA seh -——— pa iv=384.08

THERESA A. & BRUCE W. KNAPP 800 BLUE CREEK DR T.A. No. 065.17-01-68 GREGORY SCHULER ae

793 BLUE CREEK DR _ EE

T.A. No. 065.17-01-59

— ———} _—o

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\

BLUE CREEK

104 EXPRESSWAY

5 LINDA LANE DA —— T.A. No. 079.08-01-03 18” END SECTION / . INV=383,50 $-3.10 "7 / / / / / D-t4 TR=391.0 / PROPOSED 1n3923~CS DIA SAN MH / CLEANOUT (TYP)

4 DIA INLET STM MH

3X3’ OUTLET CONTROL 5-2 STRUCTURE (SEE DETAIL) TR_388.2

% TG=386.2 :

’ DIA SAN MH LOT 5S a | HH we / NN N/F N FLORENCE £. FLAMMIA RONALD J. Vr SHARON A. a ~ </7} D LOT 4 TA. No. 079.08—D1-1.1 GENTLE 18” END SECTION 1 LINDA LANE Ha SS iv—38430 T.A. No. 079.08-01-04 ~

N/F

TOWN OF WEBSTER 1200 ORCHARD ROAD T.A. No, 065.17-01-94

18” MINIMUM VERTICAL SEPARATION BETWEEN (TYP)

PROPOSED CLEANOUT (TYP)

18” MINIMUM VERTICAL / SEPARATION BETWEEN (TYP) / ™

",

PROPOSED SANITARY LATERAL (TYP) }

iF ROCHESTER GAS AND ELECTRIC CORPORATION

T.A. No. 064.19-02-25.1/WEB

BOUNDARY LINE

PROPOSED LOT LINE

CENTERLINE

PROPOSED EASEMENT LINE

na > EXISTING WATERMAIN, HYDRANT, AND VALVE t ++ PROPOSED WATERMAIN, HYDRANT, AND VALVE WwW PROPOSED WATER SERVICE AND CURBSTOP

INV=391.60

INV=391.29 BY:

LOCATION MAP

NOT TO SCALE

THIS PLAN IS TO BE USED FOR LATERAL LOCATIONS ONLY. SEE UTILITY PLAN, BME DWG. #2723-18, FOR

UTILITY NOTES.

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APPROVALS

-

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“Tors “E.xcclhuwce_ DATE: /0-O-Zo2S

EXISTING STORM SEWER, MANHOLE, AND INLET PROPOSED STORM SEWER, MANHOLE, AND INLET ©D PROPOSED STORM LATERAL AND CLEANOUT EXISTING SANITARY SEWER AND MANHOLE

9 0 ao

GRAPHIC SCALE

50 0 25 50

TOWN HIGHWAY SUPERINTENDENT 100 C2 71.

DATE hjwhes

e@ ©

PROPOSED SANITARY SEWER AND MANHOLE oS PROPOSED SANITARY LATERAL AND CLEANOUT

ee

( IN FEET ) 1 inch =50 ft. ™

PLANNING BOARD BY

COPYRIGHT © 2025 BME Associates

WEBSTER SEWER D(TRICT

Th

PHELPS & GORHAM PURCHASE, TOWNSHIP 14, RANGE 04, TOWN LOT 04, TAX MAP NUMBER 080.05—02-2.1

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 iicensed professional engineer or jand surveyor to alter any item in any way. If an item bearing the seal of an 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 hls signature and the date of such alteration, and ¢ specific description of the alteration.”

9/8/25 | AND

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PROJECT MANAGER M BOGOJEVSK|

PROJECT ENGINEER M_SERENI

DRAWN BY A_D'ANGELO

SCALE ‘DATE ISSUED 1" = 50° JUNE 6, 2025

2723

a |

DRAWING NO.

LANDSCAPE NOTES;

1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NOTED IN THE LAST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN, ANS!

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY TAKEOFFS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION.

4, ALL TREES SHALL BE LOCATED A MINIMUM DISTANCE OF FIVE FEET (5°) FROM UNDERGROUND UTILITIES TO THE PLANT BALL.

P: \2723\Drawings\FINAL\2723 Design Base.dwg

5. ALL TREES SHALL BE LOCATED A MINIMUM DISTANCE OF TEN FEET (10°) FROM OVERHEAD UTILITIES TO THE PLANT BALL.

6. PLANTING SOIL MIXTURE SHALL HAVE A RATIO BY VOLUME OF FOUR PARTS TOPSOIL TO ONE PART PEAT. SOIL AMENDMENTS TO BE MODIFIED PER INDIMDUAL PLANT MATERIAL REQUIREMENTS.

7. STAKE TREES IMMEDIATELY AFTER PLANTING (REFER TO DETAIL).

8. PROVIDE ALL PLANTING BEDS WITH A CONTINUOUS 3” LAYER OF MULCH. MULCH SHALL BE PROVIDED AS FOLLOWS: 100 % SHREDDED HARDWOOD MULCH, NO GREATER THAN 1” IN SIZE, UNIFORMLY MIXED AND FREE FROM DELETERIOUS MATERIAL.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CARE AND MAINTENANCE OF PLANT MATERIALS AND SEEDED AREAS UNTIL FINAL ACCEPTANCE.

10. A MINIMUM ONE YEAR GUARANTEE SHALL BE PROVIDED ON ALL PLANT MATERIALS FROM THE DATE OF FINAL ACCEPTANCE.

11. SEED ALL AREAS NOT PAVED, PLANTED OR SPECIFIED OTHERWISE WITH LAWN SEED. ALL AREAS TO BE PERMANENTLY SEEDED TO BE TOPSOILED AT A MINIMUM THICKNESS OF 6” PRIOR TO SEEDING.

A. LAWN SEED MIXTURE SHALL BE PROVIDED AS FOLLOWS: % BY WEIGHT = % BY PURITY. .% GERMINATION "REPELL’, CITATION’ & "MORNING STAR’

PERENNIAL RYE GRASS 35 85 85 “JAMESTOWN II’, ‘FORTRESS’, "ESNYLVA’

RED FESCUE 35 97 80 "BARON’ & ‘MIDNIGHT’ KENTUCKY BLUEGRASS 30 & 80

B. STORMWATER POND SEED MIXTURE SHALL BE PROVIDED AS FOLLOWS: “GREEN INFRASTRUCTURE MIX.” A MIX OF SHEEP FESCUE, CREEPING RED FESCUE, AND HARD FESCUE, OR APPROVED NO-MOW SEED MIX. CONTRACTOR TO PROVIDE SEER MIX DETAILS TO ENGINEER AND APPROVAL PRIOR TO INSTALLATION.

C. REFER TO SITE & CONSTRUCTION EROSION CONTROL DETAIL SHEET (BME DRAWING $2723~27) FOR FURTHER SEEDING REQUIREMENTS.

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an

OWNERS AT #789 AND #795 BLUE a tJ

CREEK DRIVE FOR SANITARY SEWER a aad

INSTALLATION INVOLVING TREE aes > CLEARING, GRADING AND DRAINAGE :

SWALE CROSSING AS NECESSARY. tJ

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—!

co

(60° RIGHT~OF—-WAY)

EXISTING TREES os ! TO BE REMOVED a 4

EXISTING TREES TO BE REMOVED AS NECESSARY (TYP)

“4

STAKING DETAIL

N STAKES TO BE LOCATED NORTHWEST TO W g SOUTHEAST UNLESS TREES ARE ON EAST SIDE OF BLDG. IN THIS CASE s STAKE NORTH TO SOUTH.

— so BOUNDARY LINE

PROPOSED LOT LINE SETBACK LINE

. EX, WATERMAIN, HYDRANT AND VALVE EXISTING STORM SEWER, AND MANHOLE Biporseein sonsmvonnnna Birscensiti 63 PROPOSED STORM SEWER, MANHOLE AND INLET EXISTING SANITARY SEWER AND MANHOLE

IYI) EXISTING TREELINE PROPOSED TREE LINE

_ a re —~ EXISTING CONTOUR eee Pune" BROPOSED CONTOUR PROPOSED SPOT ELEVATION COPYRIGHT © 2025 Som SRD PROPOSED FINISHED GRADE

\ BME Associates . ee

SITE PLANT MATERIALS LIST

BLUE CREEK

DRIVE

| 104 EXPRESSWAY

ie

LOCATION MAP

F

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NCE WITH EVERGREENS SCREENING DETA NTS

L

/ * NOT TO SCALE ‘ PRUNE AS SPECIFIED. DO crn ua NOT PRUNE TERMINAL . f gk LEADER Dace coe PROPOSED RON / a Car | SCREENING (SEE DETAIL / . C237 1/2" DIA. MIN. RUBBER loa — - . / 7 * Hise a_i é : 2 STRANDS #9 GAUGE GALV. ~~ ~ / / ag 2” x 2" HARDWOOD STAKES re 8” LONG — DRIVE 48” BELOW GRADE (TREE > 3” CAL, USE , 3 STAKES) ; MULCH - 3” DEPTH CUT AND LAY BACK ~~ TOP 1/3 BURLAP 2 “VE wean __Al > \ eer EXISTING GRADE / aoe OO Tt -PROPOSED FENCE AND il RL EVERGREEN SCREENING || e — PLANTING SOIL MIXTURE (SEE DETAIL) — | HH LIGHTLY HAND LOT? eS EL ae TAMP SUBGRADE =I fee =I —_ || | can / Te rE == FE TEAyqg 4 i 1 / MIN. MING / TREE PLANTING DETAIL N.T.S. 1’X6’ BOARDS POST CAP (TYP) 4°X4" POST (TYP) . 8'-0" POST FACE TO FACE (MAX.) — = PROJECT BENCHMARK MAG NAIL ON N .EDGE OF PAVEMENT ELEV=392.42 (NAVD 88) EE oe TENT ver = CONCRETE FOUNDATION (TYP) . = | | |- HEHE FRONT ELEVATION APPROVALS SEED MIX LEGEND: SUBGRADE (TYP a SUBGRADE {TYP. CONTRACTOR TO PROVIDE FINAL CUT SHEETS AND =_ vse '+ +] STORMWATER MANAGEMENT POND MIX; 20, DATE: \e>- 4-25 -"+"~"="="] "OBL WETLAND MIX"; ERNST CONSERVATION SEEDS (ERNMX-131); ELEV. 383-384, AS SHOWN ON PLAN. ENGINEER AND OWNER PRIOR TO NETALLATION COMMISSIONER-ORPUBLIC-WORKS: ~ToOUd0D Baw

x ACE EE pate: <-/o -202$

TOWN HIGHWAY SUPERINTENDENT an nna. M. Komor ,tAn DATE: ww fw las

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Bt Drag Ca te tnalt. DATE: tole / 237

PLANNING BOARD CHAIRMAN _

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SEWER DISTRICT Cc

Qe TY. KEY | BOTANICAL NAME COMMON NAME | size | ROOT [ COMMENTS TREES L23_ 1 PM | PSEUDOTSUGA MENZIES DOUGLAS FIR | 8-10 | B&B |

PHELPS & GORHAM PURCHASE, TOWNSHIP 14, RANGE 04, TOWN LOT 04, TAX MAP NUMBER 080.05-02-2.1

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 professional engineer or fand surveyor to alter any item in any way. If an item bearing the seal of an engineer or land surveyor is altered, the altering engineer or land surveyor shall offix to the item his seal and the notation “altered by” followed by his signature and the date of such alteration, and ¢ specific description of the alteration.”

9/8/25 | AND

REVISIONS

REVISED PER TOWN COMMENTS

”“

WWW.BMEPC.COM 585-377-7360

ENGINEERS * SURVEYORS ¢ LANDSCAPE ARCHITECTS 10 LIFTBRIDGE LANE EAST FAIRPORT, NEW YORK 14450

Sain = VANDSCA pi,

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PROJECT MANAGER

M_BOGOJEVSKI PROJECT ENGINEER

M_SERENI

A_D'ANGELO SCALE DATE ISSUED 1"=50' JUNE 6, 2025 PROJECT NO.

DRAWN BY

2723

DRAWING NO.

22

Drawing Alteration The following is an excerpt from the New York State Education Law Articte 145 Section 7209 and applies to this drawing: "Ht is a violation of this law for any person, unless he is acting under the direction of ¢ licensed professional engineer or land surveyor to giter any item in any way, If an item bearing the

seal of an 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

P:\2723\Drawings\FINAL\2723 Design Base |

PAVEMENT

GROUND SURFACE ON THE NORTH SIDE OF ORCHARD ROAD

PINE WHISPER TRAIL COMPACTION SCHEDULE citerotion, ond 9 pectic deesriyiim STATION] CENTERUNE OFFSET TEST DEPTH STATION] CENTERLINE OFFSET TEST DEPTH 0+50 6.5 RIGHT|6.5° LEFT | 1 3+00 6.5’ RIGHT | 6.5” LEFT ’,2,4 a 1+00 6.5° RIGHT | 6.5’ LEFT 7,2, 4 3+50 6.5’ RIGHT | 6.5’ LEFT 1,2, 4 = 1+50 6.5” RIGHT | 6.5" LEFT 1,2’, 4 44.00 6.5° RIGHT | 6.5° LEFT 1,2, 4 a 2 2+00 6.5’ RIGHT | 6.5° LEFT 7,2, 4 4+50 6.5’ RIGHT | 6.5’ LEFT 1,2, 4 S$ _f 24+50 6.5’ RIGHT | 6.5° LEFT 7,2, 4 4+75 6.5’ RIGHT | 6.5’ LEFT 1, 2, 4,6 3 = fs Be > ra] <=. |= gy H.P. STA:0+96.28 5 nA IB a HP. ELEV: 393.02 LP. STA:2+84.81 s Oa |. 3 PV STA:0+96.25 LP. ELEV: 391.40 its 400 pBak+s a PMI ELEV: 593.14 PVi STA: 2+82.01 zy 400 aoa fe ek le ie LVC: 50.00 FILL MATERIAL PLACED IN THE PAVEMENT AREA = Jos 3 CONNECT PROPOSED 6” DIP aks ies xis RS ote SIP SHALL BE SELECT MATERIAL AND COMPACTED TO LL + 2 Q WATERMAIN TO EXISTING 16” AC Te ra Sat alr a od Bla Sis 95% OF MAXIMUM DRY DENSITY AS DETERMINED a Bh 2 a WATERMAIN WITH 16"x6” TS&V. exe |zs le ale a”? ay’? BY THE MODIFIED PROCTOR TEST (ASTM D-1557) = g THE CONTRACTOR TO PROVIDE Lae jon eld fled =i aig AND/OR PER THE RECOMMENDATIONS OF THE 5 EXCAVATION, SUPPLY AND gle gle Flt bli GEOTECHNICAL ENGINEER. z INSTALL ALL MATERIAL, PROVIDE a aja gle gle = A BLOW-OFF AND DISINFECTION a [a ala e SAMPLING TAP, AND RESTORE THE = 5 Qa i Fat fa

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STA=4+44.75; ELEV=592.66

BME Associates

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Fe oo ¢ EXCAVATION IN EXCAVATION | NON—PAVEMENT TOPSOIL AS REQUIRED _IN PAVEMENT | AREAS J. ASPHALT AS REQUIRED — oa - SUITABLE NATIVE MATERIAL,

COMPACT TO 85% MAX STANDARD PROCTOR DENSITY

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DEPTH OF COVER AS SPECIFIED

5’ MIN IN NON—PAVEMENT 6’ MIN PAVEMENT

{ - el te ! TYPE 2 SELECT FILL; RY i Z COMPACT TO 95% MAX — S MODIFIED PROCTOR DENSITY ' 7 Qo. TYPE 4 SELECT FILL (SAND) ENVELOPE————t—® yy, 7 a (WHEN REQUIRED) —- a — fae 12”MIN 12”°MIN IN ROCK IN ROCK DIP TRENCH

NOT TO SCALE

RIGHT—OF—WAY OR WATER MAIN EASEMENT LINE———*

Drawing Alteration The foltowing is an excerpt from the New York State Education Law Article 145 Section 7209 and applies to this

” 12” ” 1° MIN CURB STOP [rat 1° MIN COPPER

sh

wy 7 GRADE aN SNNS

e———__——1” COPPER OR PLASTIC (MIN)

1” MIN CORPORATION STOP

WATER MAIN

DISINFECTION /BLOW-OFF/SAMPLING TAP (TEMPORARY) NOT TO SCALE

CONDITION SCHEMATIC REQUIREMENTS A) WATER LINE AND SEWER LINE PIPE LENGTHS I TO BE CENTERED AT CROSSING. EACH LENGTH OF PIPE TO BE 10 FT. MINIMUM. WATER LINE ) BACK CTED C RU B FILL WITH COMPA RUSHER RUN MORE THAN 18” ABOVE STONE. SEWER LINE A) WATER LINE AND SEWER LINE PIPE LENGTHS TO BE CENTERED AT CROSSING. EACH LENGTH OF PIPE TO BE 10 FT. MINIMUM. I B) WHEN BOTH WATER LINE AND SEWER LINE ARE NEW, SLEEVE SEWER LINE WITH STEEL WATER LINE 18 CASING FOR 10 FT. EACH SIDE OF CROSSING ” MIN. ABOVE | WHEN ONE LINE 1S EXISTING, SLEEVE PIPE BEING INSTALLED WITH STEEL CASING FOR SEWER LINE aS 10 FT. EACH SIDE OF CROSSING. C) BACKFILL WITH COMPACTED CRUSHER RUN STONE. A) WATER LINE AND SEWER LINE PIPE LENGTHS TO BE CENTERED AT CROSSING. EACH Im LENGTH OF PIPE TO BE 10 FT. MINIMUM. B) SLEEVE SEWER LINE WITH STEEL CASING SEWER LINE 18” MIN. FOR 10 FT. EACH SIDE OF CROSSING. ABOVE C) PROVIDE CRADLE OF CONCRETE OR CRUSHER RUN STONE (SEE TRENCH DETAIL WATER LINE BELOW) FOR WATER LINE AND SEWER LINE FOR 10 FT. EACH SIDE OF CROSSING. NOTES CAREFULLY TAMPED BACKFILL WL (WATER LINE) CRADLE OF CONCRETE OR CRUSHER RUN SL (SEWER LINE) Z STONE 2 D (OUTSIDE DIAMETER OF PIPE) yn cs 1/40 IN NO CASE SHALL PIPES BE CLOSER 7 , 1/4 © (4” MINIMUM) THAN 18” APART. DISTANCES ARE > MEASURED BETWEEN OUTSIDES OF PIPE.

ATERMAIN/SEWER CROSSING DETAIL

NOT TO SCALE

GRADE x RRA RR —_ VALVE BOX ——>] oi _ Zz EXTENSION > ry Base \ 0: SHEET OF POLYETHYLENE 5% ENCASEMENT OVER Zz TYPE 7 SELECT FILL Zz TYPE 7 SELECT FILL z= FOR WIDTH OF TRENCH Sto AROUND VALVE BOX AL io VALVE —f-met 7

SOLID CONCRETE BLOCK (MIN: 4”x8"x16" UP TO 12” VALVE 8”x8"x16"” LARGER THAN 12” VALVE)

NOTES:

1. CENTER VALVE BOX ON VALVE AND SET ON COMPACTED BACKFILL. 2. VALVE SHALL NOT SUPPORT VALVE BOX.

3. ALL VALVES SHALL BE OPEN LEFT EXCEPT:

VALVE NOT TO SCALE

COPYRIGHT © 2025 BME Associates

6”x18” (MIN) ANCHOR PIPE — ONE CONTINUOUS LENGTH FROM BEND TO HYDRANT

UNDISTURBED SOIL oo

CONCRETE THRUST BLOCK

INSTALL 5.5'° BURY HYDRANT: w/4-1/2” NOZZLE FACING HIGHWAY

WATER MAIN ~~ |

w/SOLID CONCRETE BLOCK (MIN:8°x8"x16") BELOW BARREL FOR SUPPORT

HYDRANT TRENCH COVER WITH

BOND BREAKER

6°x90" MJ BEND

6"x18” (MIN) ANCHOR PIPE

6” GATE VALVE

w/SOLID CONCRETE BLOCK (MIN:4"x8"x16") BELOW VALVE FOR SUPPORT

DEAD END PERPENDICULAR HYDRANT ASSEMBLY

NOT TO SCALE

TYPE 7 SELECT FILL FOR WIDTH OF SHEET OF POLYETHYLENE ENCASEMENT

BEND OR FITTING

PIPE | 11} DEGREE] 22} DEGREE | 45 DEGREE | 90 pecree | "F*,Se OF DIAMETER

H wia H wia H wia H Ww A H W A

(FT) | (FT) | CFT) | CFT) | CFD CFT) | CF) | FT) | TD | CT) | CED | CFT) | FD | FT) | F)

6° 10] 10 |1.5 10 | 15 | 15 [45 20 |} 15 | 20 | 25 115 115 125 | 1.0

* SIZE BLOCK BASED ON BRANCH DIAMETER. SOIL BEARING STRENGTH - 2,000 PSF 200 PSI TEST PRESSURE

HORIZONTAL AND VERTICAL UP THRUST BLOCKS

BOND BREAKER

CONCRETE THRUST BLOCK

GRADE

DIAMETERI4—]-w 1H (FT) | FT) | (FT)

vo.{ L ]w fH |]vor{ cL | w]H {vot} t | wf dH | VoL (CY) | (FT) | (FT) | (FT) | (CY) | FT) | CFT) | CFT) | (CY) | LF) | FT | (CY)

6" 3.0 | 30 | 3.0

1.0 | 3.0 40| 35 | 15 3.0 | 6.0 | 42 | 25 30] 62] 457 30

SOIL BEARING STRENGTH -2,000PSF 200 PSI TEST PRESSURE

S&S Ex L9 at VERTICAL DOWN THRUST BLOCKS we a So i Ae = 7 m4 > r = = a= = BOND BREAKER (TYP) = iS x to WISI q ‘ a LOSISSISISSI IA YA . CONCRETE THRUST BLOCK UNDISTURBED SOIL BEND ELEVATION L — 4 NI “ 4 E _ a Lod g = =) i wt: :. + f' a . FEo = rar Bene = bed = gag = : Toe ee BOND BREAKER (TYP) Lad 3 EES 2 rr. tus Qo .- zZzQ NO. 6 STEEL REINFORCING BAR (TYP) I ce 4 aaq i. BEND PLAN z $25 = —e — of wo =< NOTES: LJ o* = 1+. THRUST BLOCKS SHALL BE CENTERED HORIZONTALLY ON BENDS. — 9 Za rad 2. VOLUMES SHOWN IN CHART ARE MINIMUMS. YM po VERTICAL DOWN THRUST BLOCKS : < NOT TO SCALE rs} =>

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ENGINEERS ® SURVEYORS * LANDSCAPE ARCHITECTS

BME /ssociates

<x UNDISTURBED SOIL CONCRETE THRUST BLOCK UNDISTURBED SOIL ~ H _ BEND PROFILE BEND ELEVATION VERTICAL UP THRUST BLOCKS NOT TO SCALE ONCRETE TumusT Lock «(<‘ééhltO*é‘«réRRRR GRADE c UST BLOCK SA WY | RRRRRARG BOR Y CONCRETE THRUST BLOCK AR SLA UNDISTURBED SOIL UNDISTURBED SOIL BOND BREAKER TEE PLAN TEE ELEVATION WATER MAIN ¢ BEND CRADE A : CONCRETE OS THRUST BLOCK bo ’ END ones x > > MAK. A BOND BREAKER” ” CONCRETE THRUST BLOCK UNDISTURBED SOIL UNDISTURBED SOIL: BEND PLAN BEND ELEVATION HORIZONTAL THRUST BLOCKS NOT TO SCALE en ee as

TOWN HIGHWAY SU DENT

a

FIRE MARSHAL BY:

DATE:

PLANNING BOARD CHAI = BY:

WEBSTER SEWER DISTRICT

7 DATE: lol } dh 20

DRAWING TITLE

PROJECT MANAGER

M_BOGOJEVSK! PROJECT ENGINEER

M_SERENI DRAWN BY

A_D'ANGELO SCALE DATE ISSUED

N.T.S. JUNE 6, 2025 PROVECT NO.

2723 DRAWING NO. 24

eee MANHOLE FRAME & COVER Dp ‘ CONCRETE AROUND FRAME = . Brawing Alteration 2 9 F PROTECTIVE CASTING NO. 4 REINFORCEMENT BAR 12" 7 The following is an excerpt from the 2 SYRACUSE CASTINGS MODEL IN LENGTH PLACED ON THE PRECAST CONC. GRADE RINGS - MAX. 6" WITH [i ee ee foe of 4” REVEAL 9 . ; INSPECTION PORT ‘ FOR TOPSOIL New York State Education Law Article iad NO. 4155 OR APPROVED EQUAL STREET SIDE OF CLEANOUT CEMENT MORTAR AND 1" SQUARE BUTYL JOINT . . oO ’ . — 145 Section 7209 and applies to this WITH LETTERING "SEWER C.O, SEALANT ALL AROUND AND 2 COATS OF f : S CASTED IN COVER DURALKOTE 500 ULTRA HIGH BUILD EPOXY LINER = drawing: 2 OR APPROVED EQUAL = 28" MAX FINISHED GRADE tt is a violation of this law for any THREADED NON-IRON METAL CAP " rson, unless he is acting under th Qa 7 ae person, unless he Is acting u e FINISHED PAVEMENT GRADE FINISHED GRADE z PRECAST REINFORCED CONCRETE : OPENING | direction of a licensed professional ~ AATLELTTTLL LEDS SETTLER: CEILS PTL LEA LTO THREADED COUPLING = 22 BENDS INTO RUBGee et oeVE s SECURED ! —___ nF] { e" Ne item in stil if on ite . boot th Ny, ae j INTO RUBBER SLEEVE & SECURED eee ' em in any way. If an item bearing the 7 WZ REC WG WITH STAINLESS STEEL BAND UNDISTURBED EARTH =] 42" ‘ seal of an engineer or land surveyor is <x H — MAX, altered, the altering engineer or iand | 2" TO 3" CLEARANCE - . " , . i = CAST IRON FRAME & COVER 7, | : {i VA SANITARY SEWER MAIN 2% SLOPE a i ; mye) BUTYL JOINT SEALANT surveyor shall affix to the item his seal — ROR Ze ; , RR J \ MIN . : and the notation “altered by” followed > * \ . “ FLOW SUITABLE BACKFILL IN 6" COMPACTED LIFTS. — a] JOINT GASKET "0" RING ASTM by his signoture and the date of such = GLUED FITTINGS ONLY 6" TOPSOIL (SUBJECT TO SEWER DEPARTMENT REVIEW) Le : C443 (TYP,} aiteration, and q “Specific description So oe ia e o ie eration. Pa} is PJ CORE DIAMETER HOLE ABOVE a o a [7 RISER Ris SPRINGLINE BETWEEN 10 | at a CONTRACTOR TO PROVIDE > EXISTING SANITARY O'CLOCK AND 2 O'CLOCK TO SAFE EXCAVATION PER STATE “I COMPACTED NO. 1 & 2 CRUSHED 6" MIN. pee — . . “7 SEWER MAIN ; ~T . ERAL REQUIREMENTS wl IN PAVEMENT AREAS WASHED STONE ENCASEMENT ti & 4° MIN. COVER WYE (FOR NEW POUR MORTAR ACCOMMODATE INSERTA TEE STEEL REINFORCED COPOLYMER 7 - AND FED! Q a > AGGREGATE, STONE SHALL ONLY BE ( SEWER) AROUND CONNECTION INSERTA-TEE CONNECTION POLYPROPYLENE MANHOLE STEPS AT 12° 0.6. eto : = a PLACE HALFWAY UP THE RISER PIPE, AFTER INSPECTION & TO EXISTING SEWER (TYP) te , <= ; APPROVAL BY SEWER je SA ee : ‘ REMAINDER SHALL BE SUITABLE 45° BEND VARIES . BACKFILL, SUBJECT TO ENGINEERING KN ES 45° WE DEPARTMENT Lae as * A DEPARTMENT REVIEW. ° WY PLAN Lao oe . Qo ¥ . gO : re a * ay _— —_ | (SP dS SALLY FILL EXTERIOR & INTERIOR JOINT WITH || i bd wh i as Net 2 : . * NON-SHRINK GROUT & SEALED WITH 2 COATS - "A" OR "B" PT LIMIT OF EXCAVATION «iROM i FLOW TO SEWER GOMPACTED CONMON ce aoa OF DURALKOTE 500 (MIN. 16 MILLS DRY) ara DIAMETER VARIES ILDING MAIN PENETRATING PICKHOLE i a ‘ PRECAST REINFORCED CONCRETE RISER C4 je CORED HOLE WITH LINK SEALS ASTM C-478 Z ° Drsersinss SELECT BACKFILL re SLOPE SFT, (SEE NOTE 3) MYM, PLL res af i a ORE LEER CREE EXTERIOR & INTERIOR OF PRECAST 12 / SO —ESSSINSS CONCRETE SECTIONS COVERED WITH 2 COATS i ao SEE SANITARY PIPE BEDDING POL PL ELS Bi we LS FOF EXCAVATION OF DURALKOTE 500 (MIN. 16 MILLS DRY) OR SFOR4 ee DETAILS FOR LIMITS LIRA ' APPROVED EQUAL < UNDISTURBED EARTH | “, SUB-GRADE . SPRING LINE I NO. 1 & NO. 2 WASHED a pa] CRUSHED STONE ENCASEMENT BRICK OR HALF PIPE INVERT OR PRECAST BY 4, wi SECTION A-A UNDISTURBED EARTH MANHOLE MANUFACTURER. APPLY 2 COATS OF S —— IN.GRASS AREAS SIKAGARD 62 EPOXY-RESIN PROTECTIVE EPOXY >a S COATING TO CONCRETE 8ENCHWALLS AND PRECAST REINFORCED ce 2 INVERT, AND SPRINKLE SILICA SAND ON TOP OF CONCRETE MONOLITHIC BASE > | ty PROTECTIVE CASTING BENCHWALLS ASTM C-478 Li fava INSPECTION PORT SECTION \ = LIMIT OF EXCAVATION 8 NOTES: 8° (MIN.) MIN. 6" FOUNDATION BEDDING = NOTES: CRUSHED WASHED NO. 1 & NO. oO . 1, PRECAST CONCRETE MANHOLE WALL & SLAB MINIMUM THICKNESS 2 STONE 4 4. GLUED OR GASKET FITTINGS MAY BE USED MANHOLE DIAMETER 4FT. SFT. 6FT. we NOTES: A. TOP SLAB ee 8 ea SANITARY LATERAL 2. INSERTA-TEE CONNECTION SUBJECT TO SEWER DEPARTMENT REVIEW SANITARY LATERAL B RISER WALL 5 gh bi 4. HEAVY DUTY CASTING SHALL BE DESIGNED FOR H20 WHEEL LOADS. AND APPROVAL (SCHEDULE INSPECTION OF LATERAL CONNECTION AT C. BOTTOM SLAB 6” 8" 8" S A N IT. A RY M A N H O L E Oo LEAST 48 HOURS IN ADVANCE). 8 2. NO RESIDENTIAL CLEANOUTS MAY BE IN PAVEMENT AREAS. Cc LEAN Oo UT Cc O N N E CTIO N 2. MAXIMUM DISTANCE BETWEEN MANHOLES SHALL BE 300 FEET. 3. NO9O° BENDS WILL BE ALLOWED = 3. CONNECTIONS MAY BE GLUE OR GASKET FITTINGS UNLESS OTHERWISE NOTED. 3. CORE DIAMETER HOLE TO ACCOMMODATE PVC PIPE (SDR-21 OR SCHEDULE o SCALE: N.T.S. 4, STONE ENCASEMENT SHALL BE NO. 1 & NO. 2 CRUSHED WASHED STONE SCALE: N.T.S. 40 MIN.) AND LINK SEALS THAT SURROUND PIPE. LINK SEALS MATERIAL AND SCALE: N.T.S. 4. PIPE SHALL BE PVC SCHEDULE 40 OR SDR-21 MIN, S A-009 S A-0 1 0 INSTALLATION SHALL BE SUBJECT TO SEWER DEPARTMENT APPROVAL S A-0 1 2 FEBRUARY 2023 5. PVC SHALL BE SCH. 40 OR SDR-21 MIN. FEBRUARY 2023 LINK SEALS SHALL BE PLACED ON BOTH FACES OF THE WALL. FEBRUARY 2023 i. ~~ ena a a — "4 os w SY) F LL} oo be 3 MIN. STUB OUTSIDE NEW SANITARY SEWER + = = o CENTER LINE OF BARREL : og SEWER & MANHOLE NOTES: Y vw SHAPE INVERT RADIUS NOT : x a Reo Ra25! LESS THAN 4/2 MANHOLE LD. 1. THE CROWN OF THE NEW SEWER SHALL NOT 8E CONSTRUCTED LOWER THAN THE — << = mM : EXISTING MANHOLE MAY BE CROWN OF THE EXISTING MAIN SEWER. THE INVERT OF THE NEW SEWER SHALL 8E Lu ah PRECAST OR CAST-IN-PLACE CONSTRUCTED AT LEAST 3” ABOVE THE EXISTING MAIN SEWER INVERT. a. cee (SBE NOTE 3) =< La 2" HIGH LETTERS 2, EXISTING MANHOLE STRUCTURE SHALL BE SUFFICIENTLY BRACED AND PROTECTED oO & 2" HIGH LETTERS TO PREVENT iY SHIFTING OR DAMAGE TO THE MANHOLE A + 3. THE EXISTING SfANHOLE BASE MAY BE ROUND OR SQUARE OR CAST-IN-PLACE a EACH COVER SHALL HAVE 2 CONCRETE DEPENDING ON HOW THE MANHOLE WAS CONSTRUCTED Z. PICKHOLES t HOLE WT) < EACH COVER SHALL 4. CORE DIAMETER HOLE TO ACCOMMODATE PVC PIPE (SDR-2t OR SCHEDULE 40 MIN.) — HAVE 2 PICKHOLES = A ZI STE AND LINK SEALS THAT SURROUND PIPE. LINK SEALS MATERIAL AND INSTALLATION WS) e Pa SUSHSNS = MANHOLE STEPS SHALL BE SUBJECT TO SEWER DEPARTMENT APPROVAL. LINK SEALS SHALL BE 1 = = Sissi NER COVER (TYP.) PLACED ON BOTH FACES OF THE WALL. YH ws Stil SltallS peetrternreti INNER ow <i Simo = . = MSiUSlsl0S00 2 MNS si=10 2" 4 s 5. THE INTERIOR OF SANITARY MANHOLE BASE SECTION TO BE 12" MIN. ABOVE THE Oo as === mene HIGHEST PIPE. 7HE INVERT AND BENCHWALL SHALL BE COATED WITH 2 COATS OF ——_ 3 ox ail u SIKAGARD 62 SPRINKLE SILICA SAND ON TOP OF BENCHWALLS. ALL OTHER SURFACES fo =x cr_ EXISTING INVERT CHANNEL SHALL HAVE 2 SURALKOTE 500. > qo M=A= i=in N=EWaN=aN= A A SPA \ CENTER LINE OF 4000 PSI CONCRETE A ; a =i ISHSllstlst sat UP exo eas Oa Da BENCHWALLS AND INVERT jaa =arronen=n = L=NESNeSN=i4 . BY SEWER & MANHOLE 6. PIPE ENTERING INTO SANITARY MANHOLE SHALL NOT EXCEED 90 DEGREES 5 = g Be cf 00 a Ub SHSNSHSS SY BRICK ASTM C-32 GRADE SS ALIGNMENT AGAINST EXISTING SANITARY SEWER MAIN FLOW. a 2B SS eUUoUS nd = eS 00 sls | 4/4"GASKET [“— FRAME Res! Re! PLAN VIEW 7. CORED OPENINGS IN MANHOLE RISER SECTIONS SHALL BE NOT LESS THAN 6” FROM A e PA = ° ° Red’ PLAN VIEW RISER JOINT, rn ey DETAIL 'A' ; ow =o NOTES: 8. THE TOWN MUST 8E NOTIFIED 48 HOURS IN ADVANCE OF CONSTRUCTION FOR are <a" INSPECTION OF CONNECTION. GUSSET LOCKBAR 1. INSTALLATION SUBJECT TO SEWER DEPARTMENT APPROVAL. SCHEDULE AT LEAST : \ - SPECTIO om > & ~t_I 48 HOURS IN ADVANCE OF INSTALL. EXISTING SANITARY 9. SLOPE OF NEV INCOMING SEWER MUST BE 2% MIN. Zz ~ = 1-3/8" INNER COVER SEWER SI 2. ALL 3-WAY MANHOLE CONFIGURATIONS NOT SHOWN SHALL BE 5' DIAMETER MIN. 40. THE EXISTING MANHOLE MAY NEED TO BE UPSIZED DEPENDING ON SA-O15. > ea 3. INVERT SLOPES: a3) A. STRAIGHT THROUGH PIPE-SLOPES SHALL BE A MINIMUM 0.10' DROP ACROSS A MANHOLE. | B. 90° BENDS - PROVIDE MINIMUM 0.25' DROP ACROSS MANHOLE. 5 6 C. WHERE TWO OR MORE PIPES ENTER A MANHOLE THE STEEPER OF THE SLOPES | | ‘ ABOVE WILL DETERMINE THE OUTLET ELEVATION. PIPE BEDDING (NO. 4 | 34" MIN. | SEE DETAIL ‘A’ D. WHERE PIPES ARE OF DIFFERENT SIZE, SLOPE SHALL BE AS DETERMINED BY &NO. 2 CRUSHED WATERTIGHT CROWN OF PIPE CONTRACT PLANS. WASHED STONE) FRAME & COVER CONGRETE BENCHWALLS LINK SEALS SEE a_a—_eee_“eoe TYP. STANDARD (TYP.) SLOPE J¥FT. (TYP.) NOTE 4 -__. CUT OUT EXISTING BENCHWALL * AND INVERT. SHAPE NEW INVERT a] BY FILLING WITH CONCRETE OR SPRINGLINE BRICK. ALL BENCHWALLS SLOPES 1. SHALLE BE} VFT. MIN. UNDISTURBED EARTH NOTES: SECTION AA 4. MATERIAL SHALL BE GRAY CAST IRON CONFORMING TO ASTM A48 (LATEST REVISION) SECTION A-A CLASS 308. GRADE "SS" RED SEWERBRICK OR HALF PIPE INVERT OR PRECAST BY 2. HEAVY DUTY CASTING SHALL 8E DESIGNED FOR AASHTO H20-18 WHEEL LOADS, MANHOLE MANUFACTURER. NOTE: INVERT SHALL HAVE 2 COATS OF 3. THE STANDARD CASTING SHALL BE MODEL NO. 1032 & WATERTIGHT CASTING MODEL NO. SIKAGARD 62 EPOXY-RESIN 6545 AS MANUFACTURED BY SYRACUSE CASTING SALES CORP. OR APPROVED EQUAL. AN IT ARY M AN H Oo L E F RAM E PROTECTIVE EPOXY COATING S SANITARY MANHOLE INVERT SANITARY SEWER CONNECTION 4. DETAIL ONLY APPLIES TO GRAVITY MAIN MANHOLES, DISCHARGE MANHOLES FOR FORCEMAINS SHALL BE SUBJECT TO SEWER DEPARTMENT REVIEW AND APPROVAL. AND C OVE R CONFIGURATIONS & DIMENSIONS TO EXISTING MANHOLE SA-013 : SA-014 SA-016 FEBRUARY 2023 FEBRUARY 2023 FEBRUARY 2023 ws < a SF , 2 Lit al L. Wg 38 7) -+—__——___—- RESTORATION rata = - ba MAINTAINED BY MAINTAINED BY a ul w — PRIVATE OWNER TOWN Y/) =z 2 + < REPLACE PAVEMENT IN KIND WITHIN PAVED AREAS OUTSIDE PAVED AREAS tJ 3 S a ' (SEE TYPICAL PAVEMENT 6" TOPSOIL AND HYDROSEED oO dz z SECTION DETAILS) WITH LAWN AREAS a a Lu y 2 = z ie | UTSIDE BUILDING WALL ro! lad . 0 GWA ~~ & ag oI rae aia CLEANOUT TO 8E LOCATED AT LLL, < SoS 83°C R.OW. LINE OR AT TOWN aS = = = arr > a ; A ; UTILITY EASEMENT, WHICHEVER S oH ra Ko fre———~ 75' MAX. DISTANCE BETVFEEN C.0.'S te] 1S CLOSEST TO BUILDING STRAIGHT SAW CUT, TACK ~ z<. oe = =o -— COATED, AND SEALED WITH HOT LJ E n> <t JOINT SEALANT — 2a — Tp) =X 2 LATERAL CLEANOUT bs NO. 4 REINFORCEMENT BAR 12" << CONTRACTOR TO PROVIDE IN LENGTH PLACED ON THE SAFE EXCAVATION BY SLOPING, | 3 ” STREET SIDE OF CLEANOUT SHEETING & BRACING PER = RS fr — OSHA SPECIFICATIONS PRN SE : COMPACTED SELECT EARTH WITH NO AGGREGATE LARGER THAN 4” IN SIZE TO 8E pe GOMPACTED IN 12” LIFTS — GLUE FITTINGS ONLY SELECT GRANULAR FILL . NYSDOT ITEM 203.07 WITH 4" Pp ra 4! MIN. COVER MINIMUM SLOPE 2% MAX, SIZE AGGREGATE TO BE apnoea 4 FOR ALL SANITARY COMPACTED IN6" LIFTS i fn. LATERALS <4 © z { = “o ‘ APPROVALS Es y a : ia UNDISTURBED EARTH oo FLOW xgy\X . DATE: jor \A - 73 : PROJECT MANAGER PIPE SHALL BE 4" FOR SINGLE FAMILY Y, sajels \) Aaowd GwehwotEer. RESIDENTIAL AND 6" FOR MULTI-FAMILY Ls ATERAL g— M BOGOJEVSK! RESIDENTIALICOMMERCIAL + SPRINGLINE i Va) . fb _ 20 2 s * sete seen: BY: ee DATE: /€ PROJECT ENGINEER SAB <a Cet FA 4 NEW SANITARY SEWER INSTALLED BY veg bane 2ez07s| TOWN WAY SUPERIN ENT M_SERENI yin | ae Phe cant 43 i SEA Ra cae DEVELOPERISITE INSTALLED BY ol Led ory eens 4 NO. 1 &NO.2 MIXED CRUSHED DRAWN BY CONTRACTOR OR DEVELOPER/SITE s y WASHED STONE ENCASEMENT BY: : DATE: O PLUMBER LICENSED BY CONTRACTOR SANITARY SEWER MAIN 2 i , | TOWN OF WEBSTER TOWN A A D ANGELO NOTES: Lae TRENCH EXCAVATION LIMITS , ; Va yy, /2 SCALE DATE ISSUED 1. WHEN THE SEWER MAIN IS LESS THAN 8 FT. IN DEPTH, THE LATERAL SHALL y/ HAVE A CONSTANT GRADE TO THE SEWER MAIN CONNECTION. BY: 2 DATE: Q, VA OZ, ZS NTS UNE 6, 2025 2. WHEN THE SEWER MAIN IS GREATER THAN 8FT. IN DEPTH, A RISER SECTION MAY BE USED TO CONNECT THE CONSTANT GRADE LATERAL WITH THE MIN. PIPE DIA 6 18" | 40") 12" 45" | 18" ~ . PROJECT NO. snes TYPICAL SANITARY TYPICAL SANITARY SEWER : »/, z . 3. FOR “HUNG” PLUMBING, PROVIDE 4' MIN. COVER OVER LATERAL AT THE DIMENSION | A 6" } 6" ] 6" yt BY 440" | 12" DATE: _/2. L 4 e. BASEMENT WALL AND ALONG THE ROUTE OF THE LATERAL LATE R L P RO F | L E TRE N Cc H [{ + 4. ALL RESIDENTIAL LATERALS SHALL ALSO INCLUDE A CLEANOUT ON THE A /; A w” DRAWING NO. INTERIOR OF THE BASEMENT/BUILDING WALL. Jo / 24 . SCALE: N.T.S. SCALE: N.T.S. . 5. THE MATERIAL FOR THE SANITARY LATERAL SHALL BE PVC SOR-21 OR SCH. Ss A-020 S A-02 4 DATE: 4 & / 2 5 40 MIN. YRIGHT © 2025 FEBRUARY 2023 FEBRUARY 2023 \ BME Associates y,

P:\2723\Drawings\FINAL\2723 Detail Base.dwg

COPYRIGHT © 2025 A BME Associates

—

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 professional engineer or fand surveyor to alter any item in ony way. If an itern bearing the seat of cn 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.”

BY

9/8/25 | AND DATE

REVISIONS

REVISED PER TOWN COMMENTS

1

>

10” CRUSHER

SEE TOWN OF WEBSTER DETAIL Hi-G03 FOR CONCRETE GUTTER

RUN STONE SUBBASE

PRIVATE DRIVE CROSS SECTION

N.T.S.

ACCESS ROAD TURNAROUND DETAIL

N.T.S.

weRCrent ay STORM WATER MANAGEMENT FACILITY may T STRUCTURE DETAIL

N.T.S.

-_~ Lid LJ # —_ = Tp) z —

> ti Bag a uy 2 S25 ao a 5 a2 3 a xe 2 233° a= = 223 ”

4%

rea Fs = Tp) =8 Oe -— Ww) Qa = <x

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prawwe med FORMWATER MANAGEMENT FACILITY

PROJECT MANAGER M_BOGOVJEVSKI

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ee ee A NA eT a eat eT saan _—_ Ee ‘ MIN, 10° WIDE i SPHLLWAY LIGHT STONE \ REINFORCING BAR SPILLWAY | PLAN EXISTING ; GRADE 12 oy DR WITH DARK GREEN , [ae LETTER TO BE MOUNTED PERMANENTLY TO CONSERVATION CONCRETE POST FACE ier ; LAN D S el a 3000 PS! FORMED CONCRETE FOR POST gir qc 4 aq ca LIGHT STONE 4 J FINSHED GRADE SPLLMAY WITH GROUT 25 LB AVE WT PRA | sheets RIP RAP) ere | NTS. ENLARGED SIGN 4 z as ry a . 42° ; “47 oy LLkdkLéddddidelhs Likdd li tdltlildtli@diililtiti ltd the ha “t we leg ee ae a et Log! to 4, we ed. vay Malte hg aes aa SECTION oot <a oem —_ 12” — $2 CRUSHER RUN STONE TYPE 2 CONSERVATION LANDS IDENTIFICATION MARKER . ITEM 304.12 IN 2 COMPACTED LIFTS NTS) 2" THICK ASPHALT DENSE BINDER TYPE 6F N.T.S. RE-ROD Hy ON CENTER REINFORCED PRECAST CONCRETE FLAT COVER SLAB WITH 24°x24” MASONRY OPENING TO BE j DESIGNED AND CONSTRUCTED FOR H-20 LOADING 30" i Top OF 40" 920" REFER TO PAVEMENT SECTION ANTI VORTEX FINISHED GRADE (4 DIA MH) a CORNERS TO . / BE EDGED | i nfm GRADE RINGS — MAX 8” po | pe SET IN MORTAR > = ns mg ; N.Y.S.0.0.7. GALVANIZED RETICULINE FRAME T_, [ot coo e AND GRATE WITH INTERMEDIATE SUPPORT #1 24" SQUARE beg ‘0 STANDARD FRAME & COVER SET IN MORTAR —T, | 6 | TS Se BOLT TO SIDE AH REBAR : 4000 PS! CONCRETE 12 3/8 PLATE STEEL vd 4 CONSTRUCTION NOTES - SURFACE OF THE GUTTER. N.T.S. “¢ | 2. EXPANSION JOINTS TO BE AT 100 INTERVALS AND SHALL BE oa FORMED WITH 1/2° WIDE PREMOLDED BITUMINOUS JOINT a TO THE CROSS SECTION OF THE GUTTER |_____gge SQUARE——-| SS P + OBE EDGED WITH CONCRETE FINISHING TOOLS PLAN LF NOTE: SEE STANDARD STORM MANHOLE : DETAIL FOR ADDITIONAL INFORMATION Lier Hope STORM INLET MANHOLE DETAIL cy N.T.S, CONCRETE GUTTER SCALE: N.T.S. LY Hi-003 | al FEBRUARY 2023 Nae |. -~ base nope +> HY MK | / OUTLET PIPE S TRASH RACK { (SEE DETAIL) \ / | 3" HOLE _ war PVC TOP OF BERM 10” PVC SDR-35 a ee . WITH 3” OPENING [ propose ouoe ¢ [3 CR STONE PLAN VIEW ELEVATION VIEW OUTLET STRUCTURE TO BE PROVIDED 2'-6" , , . COMPLETE WITH TRASH RACK AND INV= 386.20 7 _— |_-— 3x 3) REINFORCED | 1 CONCRETE OUTLET Q STRUCTURE 2.00% > AINTAINED POND = we ELEV. 384.00 —_ HOE / hove OUTFLOW PIPE ; ; — _ elke lad Lty INV. 364.00] | SLOPE = 0.89% BY: SMA | DATE: 4-14-29" 1.5” 9.5mm TOP COURSE eo Rg As, SLOPE \ |INV.=384.00 ois Fouons Eade 1 ° AP L—SUMP LL ~ 1’ MIN (a oT | INV.=383.4 BY: =7o CLE = DATE: 4 ~f9 -2525 a 10" THICK TOWN HIGHWAY SUPERINTENDENT 3” 25mm BINDER COURSE “] CONCRETE BASE Oj df l I INV= . BY: Irrs— VV.KOW? , (Ao parE: +9 j20 379.00 TONG SDR-SS SECTION VIEW

PROJECT ENGINEER M_SERENI

DRAWN BY A _D'ANGELO

FIRE MARSHAL ~

p DATE: _/ tp Jo

SCALE DATE ISSUED N.T.S. JUNE 6, 2025

PT

WEBSTER SEWER DIFTRICT

fo

2723

DRAWING NO.

26

P:\2723\Drawings\FINAL\2723 Detail Base.dwg

COPYRIGHT © 2025 BME Associates

sae neonate ORAS ann eae wn seein pacman aeenue —_ Onan Drawing Alterati SYMBOL SPACING VARIES SYMBOL SYMBOL The following is on excerpt from the o | S0’MiN. ) EXISTING DEPENDING ON D New York State Education Law Article PAVEMENT CHANNEL SLOPE 145 Section 7209 and applies to this i eS 7 aa } —b—> drawing: CONSTRUCTION EROSION CONTROL NOTES: = oy Zens era : cA person, unease fs acing unde EXISTING __/ — FILTER OPTIONAL CUTOFF TRENCH SAME. ELEVATION CREST abet unless he is acting un , e 1. THE CONSTRUCTION ACTIVITIES FOR THIS PROJECT REQUIRE THE PREPARATION OF A STORMWATER GROUND cLors PROFLE (OPTONAY 18" WIDE | 24", MAX engineer or land surveyor to alter ony POLLUTION PREVENTION PLAN (SWPPP) THAT ONLY INCLUDES EROSION & SEDIMENT CONTROLS. THIS SO’MIN. _ 6” DEEP @ CENTER itern i any way. If an item bearing the SWPPP CONSISTS OF THE PROJECT PLANS, INCLUDING THE GRADING, CONSTRUCTION EROSION CONTROL altered, the altering engineer or land PLAN AND DETAIL SHEET, AND THE TOWN OF WEBSTER DESIGN AND CONSTRUCTION SPECIFICATIONS EXISTING /| jlo'Min. GROUND LINE OTTO SCA surveyor shall affix to the item his seal REGARDING STORMWATER CONTROL, THE PLANS FOR THIS PROJECT ARE INTENDED TO CONFORM WITH GROUND f. and the notation “altered by forowes THE NYSDEC GENERAL PERMIT GP-0-25-001 AND THE REQUIREMENTS OF LOCAL AND NYSDEC 2 oui: Baste x — HUE OY ioe ands opecite, desertion AUTHORITIES. S 42°'HN, 112°MiN | ~ SLOPE (FT/FT) of the alteration.” on *:f PAVEMENT 2. THE OWNER IS RESPONSIBLE FOR IMPLEMENTING THE REQUIRED SWPPP. THE OWNER’S CONTRACTOR, PLAN VIEW Nea ae FILTER om SUBCONTRACTOR AND ALL OTHERS ASSOCIATED WITH THE IMPLEMENTATION OF THE PLAN SHALL BE tO°MIN. FABRIC iP — DITCH BOTTOM —, 2/9 FAMILIAR WITH THE PLAN AND THE CONDITIONS OF THE NYSDEC GENERAL PERNIT FOR STORMWATER Z BY DESIGN BOTTOM 2 Os = |= DISCHARGES FROM CONSTRUCTION ACTIMTIES. 24” MAX CONSTRUCTION SPECIFICATIONS CSET © CENTER CONSTRUCTION SPECIFICATIONS a [8 3. ANY MODIFICATIONS OR DEMATIONS FROM THE SWPPP, INCLUDING EROSION CONTROL MEASURES AND Nor TO SOME + ALL TREES. BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER ORJECTONABLE MATERIAL e\s STORMWATER MANAGEMENT FACILITIES, SHALL BE DOCUMENTED IN THE INSPECTION REPORT AND TS OMELEIaE, USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE oe "SHALL BE REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE ors CONSIDERED PART OF THE SWPPP FOR THE PROJECT. ae FILTER FABRIC ~~] PROPER FUNCTIONING OF THE DIVERSION. SNOT MINRIUGE ENCAN WOULD APL ON A SINGLE RESIDENCE LOT WHERE A 2. THE DIVERSION SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS 4. THE OWNER IS RESPONSIBLE FOR FILING THE NOTICE OF INTENT (NOI) FOR CONSTRUCTION ACTIVITY WTH . enon ea SECTION AS REQUIRED TO MEET THE CRITERIA SPECIFIED HEREIN, AND BE FREE OF NYSDEC PRIOR TO COMMENCING ANY CONSTRUCTION. A COPY OF THE NO! SHALL BE KEPT ON-SITE 3. THICKNESS — NOT LESS THAN SIX (6) INCHES. BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW. AND PROVIDED TO THE MUNICIPALITY. 4. WIDTH ~ TWELVE FOOT MINIMUM, BUT NOT LES: WIDTH AT . FI BE COMPACTED AS NEEDED TO PREVENT UNE THAT POINTS WHERE F dreds OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT iF SINGLE CONSTRUCTION SPECIFICATIONS ° WOULD CAUSE DAMAGE IN THE COMPLETE DIVERSION. UNEQUAL SETTLEMENT 5. THE OWNER SHALL BE RESPONSIBLE FOR PROVIDING ON SITE INSPECTIONS BY A LICENSED ENTRANCE TO SITE. 1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, 4, ALL EARTH REMOVED AND NOT NEEDED IN CONSTRUCTION SHALL BE SPREAD OR PROFESSIONAL REGARDING EROSION CONTROL DURING CONSTRUCTION. INSPECTIONS ARE TO BE 5. GEOTEXTILE — WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. GRADES AND LOCATIONS SHOWN IN THE PLAN. DISPOSED OF SO THAT IT WILL NOT INTERFERE WITH THE FUNCTIONING OF THE PROVIDED AT A MINIMUM OF TWICE A WEEK FOR DISTURBANCES OF 5 ACRES AND GREATER AND ONCE 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST DIVERSION. A WEEK FOR DISTURBANCES LESS THAN 5 ACRES. AN INSPECTION REPORT LOG AND THE SWPPP ARE STRUCTION 1 ACCS SA ee Pe BENEATH THE | ENTRANCE. PREING IS OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE 5. STABILIZATION SHALL La DONE ACCORDING, Ay JHE APPROPRIATE STANDARD TO BE KEPT ON-SITE BY THE OWNER. : D. Y 7. MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO * TLOMING MAY BE USED. FOR THE ESTABLISHMENT OF THE ECETATION. S 6. FOR SITES WHERE SOIL DISTURBANCE ACTIVITIES HAVE BEEN TEMPORARILY SUSPENDED (E.G. WINTER REE ENT RACKING OF FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS OF—WAY, ALL PREVENT CUTTING AROUND THE DAM. IT IS RECOMMENDED THAT, WHEN CONDITIONS PERMIT, TEMPORARY 2 = SHUTDOWN) AND TEMPORARY STABILIZATION MEASURES HAVE BEEN APPLIED TO ALL DISTURBED AREAS, MUST BE REMOVED IMMEDIATELY. > C8 TMACKED ONTO PUBLIC RIGHTS-OF Way 4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR DIVERSIONS OR OTHER MEANS SHOULD BE USED TO PREVENT WATER, FROM | |e THE OWNER/OPERATOR MAY REDUCE THE SELF—INSPECTION FREQUENCY, BUT SHALL MAINTAIN A 8. WHEN WASHING 1S REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND EROSION ITH STONE OR HINER AS APPROPRIATE. B. FOR DESIGN VELOGITIES OF MORE THAN 3.5 FT. PER. SEC., THE DIVERSION 5 ND i 5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW ° rc . 5 ms 214 MINIMUM OF MONTHLY INSPECTIONS. (30 CALENDAR DAYS) AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. SHALL BE STABILIZED WITH SOD, WITH SEEDING PROTECTED BY JUTE OR = : CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. EXCELSIOR MATTING OR WITH SEEDING AND MULCHING INCLUDING TEMPORARY Zi 7. THE OWNER’S CONTRACTOR/REPRESENTATIVE SHALL IDENTIFY AT LEAST ONE. INDIVIDUAL TO BE TRAINED BRAN TNE SHALE BE PROVIDED AFTER EACH MAXIMUM DRAINAGE AREA 2 ACRES, ———e—E—E—yX———T— rere e|4 " FROM THEIR COMPANY THAT WILL BE RESPONSIBLE FOR IMPLEMENTATION OF THE SWPPP. THE ADAPTED FROM DETAILS PROVIDED BY: USDA — NRCS, ADAPTED FROM DETAILS PROVIDED BY: USDA — NRCS, a a aL tg ad B/S INDIVIDUAL MUST RECEIVE (4) HOURS OF NYSDEC TRAINING EVERY (3) YEARS. THE OWNER/OPERATOR NEW YOR STATE. DEPARTMENT OF TRANSPORTATION, CONSTRUCTION NEW YC rE ene eR NT ronan ene aion, | STONE CHECK DAM NEW YORK STATE. DEPARTMENT OF ENVIRONMENTAL CONSERVATION, DIVERSION e |e SHALL ENSURE THAT AT LEAST ONE OF THE TRAINED INDIVIDUALS IS ON SITE ON A DAILY BASIS WHEN NEM YOR SOE rt ee RATES eR MENTEL CONSERVATION, ACCESS NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE 8 | a SOIL DISTURBANCE ACTIMTIES ARE BEING PERFORMED. = |S On| oe 8. FOR DISTURBANCES LESS THAN 5 ACRES, IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED, THE APPLICATION OF SOIL STABILIZATION MEASURES MUST BE WOVEN WIRE. FENCE SYMBOL SYMBOL elolelmla INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED WITHIN 14 DAYS. FROM THE DATE ‘at Gh ~ THE CURRENT SOIL DISTURBANCE ACTIMTY CEASED. iF THE SEASON PREVENTS THE ESTABLISHMENT OF 10’ MAX C. TOC. stacine) © MESH _i—s III nen TEMPORARY GROUNDCOVER, THE DISTURBED AREAS SHALL BE MULCHED WITH STRAW OR EQUIVALENT FABRIC ‘ a MATERIAL. ADDITIONAL TIME FRAMES FOR STABILIZATION ARE SUBJECT TO THE REQUIREMENTS OF A = \ a) 36” MIN. LENGTH FENCE CS) ge TRADITIONAL LAND S4, : as POSTS DRIVEN MIN. 16” REGULATED USE M EXISTING TREE 6’ LONG HEAVY GAUGE STEEL FENCE POSTS TH tH INTO. GROUND. LL a . OR A.0.B.E. DRIVE 2° INTO GROUND AT EACH ES se pet ke = 9. THE OWNER’S CONTRACTOR SHALL BE RESPONSIBLE FOR THE ESTABLISHMENT, MAINTENANCE, CLEANING, ee ae a te peices 3 MIN. S REPAIR AND REPLACEMENT OF EROSION CONTROL MEASURES DURING SITE CONSTRUCTION. Zz CORNER AND CENTER OF ALL FOUR SIDES. STIS SE THE a” | etc oF FILTER —~ = Sg ORANGE PLASTIC FENCE. WIRED ae? RE See Te MN << 2 an 10. ALL DISTURBED AREAS TO BE RESTORED PER TABLE 5.2 SOIL RESTORATION REQUIREMENTS FOUND IN SS SECURELY TO STEEL POSTS (TYP) “ vy.” a7 EEE] 6 ain. — < =f CHAPTER 5: RUNOFF REDUCTION TECHNIQUES OF THE NYSDEC STORMWATER MANAGEMENT DESIGN = vy tr vo a wy Ye ae a 1 a 99 MANUAL. PLEASE REVIEW WITH PROJECT MANAGER. — = voy DROP INLET BURIED FABRIC (12" '@) < = - - PERSPECTIVE VIEW WITH GATE BELOW GRADE) Y = a 11. ALL DISTURBED AREAS TO BE RECLAIMED WITH A MINIMUM OF 6” TOPSOIL. SS F 7 . FRAME oe) al 36” MIN. FENCE POST i Z 12. AREAS OR EMBANKMENTS REQUIRING AN EROSION CONTROL BLANKET SHALL UTLIZE ECS—1B ; , 172 GAUGE W/ MAX. B™ WESH ai —— W = (EASTCOAST) OR AN APPROVED EQUIVALENT. t SPACING) WITH FILTER CLOTH 20"MiN. 7 1 il 1 ; ol = | DRIVE STAKES WS) ° _g 13, TEMPORARY SEEDING OF DISTURBED AREAS SHALL BE PROVIDED AS FOLLOWS: i 4 UNDISTURBED GROUND SH 9 BELOW GRADE < & fl = COMPACTED SOIL GATHER EXCESS ——_ = rey Ne THE SURFACE TWO INCHES OF SOIL SHOULD BE LOOSENED BY DISKING, RAKING, OR BACK-BLADING EMBED FILTER CLOTH 16MIN. AT CORNERS = is 2s WITH A BULLDOZER. IMMEDIATELY FERTILIZE WITH 300 LBS PER ACRE (OR 7 LBS. PER 1000 SQ. FT.) M, Wt L A MIN. OF 6” IN GROUND. [aed Z om = OF 10-10-10 FERTILIZER. IMMEDIATELY SEED WITH THE FOLLOWING MIX: sectan vey CONSTRUCTION SPECIFICATIONS 2 ge ° a ANNUAL RYEGRASS LBS /ACRE ues. /1000 $0. FT. 1 & CONSTRUCTION SPECIFICATIONS 1. FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY y ea = i y a e aay Ks] 4 Oy PERENNIAL RYEGRASS 40 1 / - r | , 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE :TIES 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF ive} manta OATS 40 1 si 8-0" OR STAPLES. POSTS SHALL BE STEEL EITHER "T” OR "U” TYPE OR HARDWOOD: JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. Z S = WHITE CLOVER (+ INOCULANT) 4 0.1 % MIN.® 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES + ONE A RIA RNWUM LENGTH oes Peer, WOOD OR EQUIVALENT. Q SPACED EVERY 24” AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, Z, SEED SHOULD HAVE A GERMINATION RATE OF AT LEAST 85 PERCENT AND MINIMAL INERT MATERIAL. 6" MAXIMUM MESH OPENING. FOTN Ee acre OEE Se UNS CRE Te THAN aT AND DRIVE A oinceD om 14, DISTURBED AREAS SHALL BE STABILIZED USING PERMANENT LAWN SEEDING MIX UPON COMPLETION OF STEEL FENCE POST me) ‘ * TAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE ENNER FILTER X, 5 FABRIC SHALL, oe EBEDDED 1 FOOT. MINIMUM BELOW. GROUND ~D ———S4 . LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER: x, . GRADING AND CONSTRUCTION: ‘ MIRAFL 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. BACKFILLED. ff SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. IY NOTE: j| 4 PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 6. A2e tee 2 FRAME, SHALL BE COMPLETED AROUND THE CREST PERENNIAL RYE GRASS LES/ACRE 3 BY RR 5M 1. TREE ProrecTiON TO PE PACED AT HE EXTENT OF 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN MAXIMUM DRAINAGE AREA 1 ACRE RED FESCUE 35 97 80 * “BULGES” DEVELOP IN THE SILT FENCE. , ~ ADAPTED FROM DETAILS PROVIDED BY: USDA — NRCS, FABRIC KENTUCKY BLUEGRASS 0 8 E PROTECTION BARRIER DETAIL dou EG Ba BEEN Be TMC SILT FENCE xen vt SE IME GEREN Of TRASEORTATON 4, | DROP. INLET SEEDING RATE: 6.0 LBS PER 1,000 SQ FT. N.T.S. NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE NEW YORK STATE SOM & WATER CONSERVATION COMMITTEE PROTECTION MULCH: STRAW OR WOOD FIBER MULCH USED WITH HYDROSEEDING METHOD, AT TWO TONS PER ACRE WITH TACKIFIER STARTING FERTILIZER: 5-10-10 AT 20 LBS PER 1,000 SQ. FT 15.SLOPES 3:1 OR GREATER SHALL BE SEEDED WITH HEAVY MULCH AND MAY REQUIRE ADDITIONAL ; STABILIZATION MEASURES. SLOPES SHALL BE FINE GRADED WITH A MINIMUM OF 6” TOPSOIL AND SEEDED WITH FOLLOWING SEED MIX: STRAW BALE | - STAPLES oo NATIVE STEEP SLOPE MIX WITH ANNUAL RYE GRASS — ERNMX-181 (2 PER BALE) BINDING WIRE x7 . Ss > , 10 MIL PLASTIC LINING 1 NS oO 29.0% — Andropogon gerardii BIG BLUESTEM, 'PRAIRIE VIEW-IN ECOTYPE A = 20.0% — Lollum multiflorum ANNUAL RYEGRASS SHIBOC WOOD OR METAL NATIVE MATERIAL real pas Tp) 15.5% — Sorghastrum nutans INDIANGRASS, PA ECOTYPE STAKES (2 PER BALE) | (OPTIONAL) T o < © 13.4% — Elymus virginicus VIRGINIA WILDRYE, MADISON-NY ECOTYPE €8 x 70 ” ow t- 6.60% Elymus canadensis CANADA WILDRYE 4 oO 2 LJ Lod 4.00% Agrostis perennans AUTUMN BENTGRASS, ALBANY PINE BUSH—-NY ECOTYPE Pad 2 Lu 2.80% Panicum clandestinum DEERTONGUE, TIOGA RIP—RAP | | o Ww = 8 zx 2.80% Panicum virgatum ‘Habitat’ SWITCHGRASS, 'HABITAT'—NJ ECOTYPE’ FILTER CLOTH SECTION B-B { — —— 2" WA | we 2 2 rod 1.20% Tridens flaws PURPLETOP, FORT INDIANTOWN GAP—PA ECOTYPE CROSS SECTION A-A NTS bi »- se Fy 1.00% Chamaecrista fasciculata PARTRIDGE PEA, PA ECOTYPE 3" f] 0.12" DIA. x | Te) Ss aa 3 ©> =x 1.00% — Rudbeckia hirta BLACKEYED SUSAN STEEL WIRE a >= 0.70% Coreopsis lanceolata LANCELEAF COREOPSIS a rt 8 FEET MINIMUM ry oe) 7 / bY 8 cea 2a 0.70% Echinacea purpurea PURPLE CONEFLOWER <5 memes smal ON / (1P,) PROPOSED SILT FENCE Who. z pe til 0.60% — Heliopsis helianthoides OXEYE SUNFLOWER, PA ECOTYPE RIP-RAP ~ FILTER CLOTH > ee yO 0.30% Aster pilosus HEATH ASTER, PA ECOTYPE elele ele elel & STAPLE DETAIL (SEE DETAIL) i = 2255 3 0.20% Monorada fistulosa WILD BERGAMONT, FORT INDIANTOWN GAP--PA ECOTYPE CROSS SECTION B-B Se =! 0.10% — Apocynum cannabinum INDIANHEMP, PA ECOTYPE . ;. PROPOSED TEMPORARY STONE S get SS O.10% — Asclepias syriaca COMMON MILKWEED, PA ECOTYPE B B PLYWOOD DRIVEWAY TO CONTROL br 223 CF | _ _ | 48" x 24” CONVEYANCE OF SEDIMENT TO mM gS SEEDING RATE: 60 LBS PER ACRE OR 1 LB PER 1000 $F ° ° = = PAINTED WHITE) ROADWAYS oz INOCULANT: RATE AS RECOMMENDED BY THE MANUFACTURER (FOR HYDROSEEDING USE FOUR BLACK LETTERS & ZO TMES MAUFACTURERS RECOMMENDED ATE) en secon ° eee SN TYPICAL LOT EROSION CONTROL : <O MULCH: STRAW OR WOOD FIBER MULCH USED WTH A HYDROSEEDING METHOD, AT TWO TONS 8 FEET MINIMUM { WASHOUT — e PER ACRE WITH TACKIFIER. ° ° . LAG SCREWS — 19.FLOOD TOLERANT EROSION CONTROL SEED MIX TO BE PROVIDED AS FOLLOWS: e ° to _ wooo post Y }/- 36" ' axa x8 | PERENNIAL RYE GRASS 20 ° ° Z U _ ANNUAL RYEGRASS 20 ce 7 ele ele es } Z RED TOP 20 = ao a MULCH: STRAW OR WOOD FIBER MULCH USED WITH A HYDROSEEDING METHOD AT TWO TONS PER / \ (OR EQUIVALENT) APPROVALS ACRE WITH TACKIFIER. STRAW BALE PLAN VIEW 10 MIL PLASTIC UNNG—/ OVERHEAD VIEW (np) — PROIECT MANAGER 20.THE STORMWATER POND AREA SHALL BE SEEDED TO AN ELEVATION 2 FT. ABOVE THE NORMAL PONDING NTS : : -\A- LEVEL WITH ‘OBL WETLAND SEED MIX’ (ERNMX-131) BY ERNST CONSERVATION SEEDS, OR APPROVED IP—RAP_O T_DIMENSIONS NOTES: ISSIONER OF PYBLIC WORKS M_BOGOJEVSKI EQUAL. 1. DETAIL SHOWS AN ABOVE GRADE CONCRETE WASHOUT. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE fo-lo-24 PROJECT ENGINEER 21. ALL SEEDED AREAS ARE TO BE MONITORED FOR GERMINATION AND EROSION, ERODED AREAS ARE TO DIA. OF PIPE BOTTOM AND 2 FEET DEEP, IF EXCAVATED, THE SIDE SLOPES SHALL BE 2 HORIZONTAL TO 1 VERTICAL. H ZL ae DATE: “0-9-2029 M_SERENI oe [BACKRLLED, FINE GRADED AND RE-SEEDED. AREAS THAT FAIL TO GERMINATE A MINIMUM OF 80% |DESIGNATION Do 3Do. La W 2. ACTUAL LAYOUT DETERMINED IN THE FIELD. LOCATE THE FACILITY A MINIMUM OF 100 FEET FROM DRAINAGE SWALES, TOWN WAY SUPER T Ap DRAWN BY ; STORM DRAIN INLETS, WETLANDS, STREAMS AND OTHER SURFACE WATERS. : D S 45 os [ir BY: Wr Kime, DATE: _/0 fo fas. A D'ANGELO ro OE TU ARC Oe eS ONO. A PRROVED FILTERING DEVICE DA 5, is ae 3, WASHOUT STATION SHOULD BE CLEANED WHEN CONCRETE ACCUMULATES TO 75% OF THE STORAGE VOLUME. ANY TOWN ASSESSOR , SCALE DATE ISSUED 23.THE HOME BUILDER SHALL BE RESPONSIBLE FOR IMPLEMENTING INDIVIDUAL LOT EROSION CONTROL = ig a a See eee eee EES SIE ESE BY: Co hd ae DATE: / jy/a c a se oe “MEASURES AS SHOWN ON THE PLAN DETAIL FOR INDIMDUAL HOUSE CONSTRUCTION, THE MEASURES —RAP 0 ET 4, THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30° OF THE TEMPORARY CONCRETE WASHOUT FACILITY. FIRE MARSHAL” 7 PROJECT NO. ARE TO REMAIN IN PLACE UNTIL HOUSE CONSTRUCTION IS COMPLETE AND THE LAWN IS ESTABLISHED. 5, THE PLASTIC LINER SHALL BE REPLACED WHENEVER THE LINER IS TORN, PUNCTURED, OR THE WASHOUT IS EMPTIED. Mey (ra 9723 24.THE OWNER SHALL BE RESPONSIBLE FOR REMOVING EXISTING EROSION CONTROL MEASURES THAT ARE PROTECTION DETAIL TYPIC ONCRETE WAS TAIL 7 LOCATED WITHIN ESTABLISHED AREAS. MATERIALS ARE TO BE DISPOSED OF PROPERLY. NTS DRAWING NO. 25.UPON COMPLETION OF CONSTRUCTION AND FINAL STABILIZATION THE OWNER MAY FILE A NOTICE OF NTS. DATE: pl g NX 27 TERMINATION (NOT) WITH NYSDEC PER THE REQUIREMENTS OF THE GENERAL PERMIT GP-0-25-001. t—_ (Non) WEBSTER SEWER DISPRICT [