Map, Plan, and Report · Webster Civic

Map, Plan and Report FOR

Woodard Road Sanitary Sewer Extension Town of Webster, County of Monroe, State of New York

PREPARED FOR

Town of Webster 226 Phillips Road Webster, NY 14580 PREPARED BY:

217 Lake Avenue Rochester, New York 14608

PROJECT NO. 8379

January, 2023 Revised: July 3rd, 2024

Table of Contents

I. II. III. IV. V. VI. VII.

GENERAL PROJECT PLANNING AREA EXISTING FACILITIES NEED FOR PROJECT OPTIONS CONSIDERED RECOMMENDED OPTION CONCLUSIONS

List of Figures Figure 1 PROJECT LOCATION MAP LIST OF APPENDICES APPENDIX A

SEWER DISTRICT BOUNDARY MAP AND LEGAL DESCRIPTION

APPENDIX B

PRELIMINARY ENGINEERS ESTIMATE

APPENDIX C

PRELIMINARY SANITARY SEWER IMPROVEMENT PLANS

I.

GENERAL Residents on Woodard Road in the Town of Webster have expressed interest in having their properties connected to the public sanitary system, replacing their existing failing septic systems. The proposed Woodard Road Sanitary Sewer Extension Project will provide sanitary service to these properties. There are a total of six properties on Woodard Road that would benefit from this sanitary service expansion. The proposed sewer main would discharge into an existing main on the north side of Woodard Road. All sanitary flows will be directed to the Town of Webster Sewage Treatment Plant.

II.

PROJECT PLANNING AREA A. Location The proposed Woodard Road Sanitary Sewer Extension Project will include approximately 944 linear feet of 8” sanitary sewer main. The sanitary mains will be located in the Town of Webster along the north side of Woodard Road. B. Environmental Resources Present There are no federal or state wetlands within the project limits. There are no known endangered species in the project area. There are no known historic or cultural resources in the project area. C. Community Engagement The Town was approached by residents expressing interest in being added to the town sewer district. The town held a public info meeting with residents where the conceptual plan was presented. Based on the plan and the conceptual cost estimate, the residents voted to enter into the district. There will be additional public meetings should the project move forward to advise the public of construction information and for the district formation.

III.

EXISTING FACILITIES A. Location Map The project area in the Town of Webster is not currently served by any sewer district. The proposed facilities will connect the residents of the area to the existing Town of Webster sanitary sewer system. Refer to the project location map on Figure No. 1 in the appendix. B. Existing Systems The entire area of the proposed sewer district is presently served by private septic systems. The Town of Webster Wastewater Treatment Plant is located approximately 4 miles from the project area. The wastewater plant is permitted for 7.5 million gallons per day (MGD). According to the NYSDEC SPDES permit requirements, annual average flows shall not exceed 95 percent of the design capacity, which would be 7.125 MGD. Existing flow data compiled by the Town of Webster WWTP shows that over the last 3 years, the overall average flow at the wastewater facility is 3.4 MGD. Therefore the treatment plant has an effective additional capacity of 4.1 MGD. C. Flows The sanitary sewer flows can be attributed to the existing residential properties located within the proposed sewer district. The table below includes an evaluation of existing average daily flows and peak flows for the sewer district. The residential average daily flows were determined using an estimated flow of 330 gpd per residence. The peak flows were estimated by applying a peaking factor of 4.0, based on the “Recommended Standards for Wastewater Facilities, 1997 Edition”.

IV.

NEED FOR PROJECT A. Health and Safety The proposed sewer extension will provide a reliable sanitary sewer collection system for the properties with current septic systems. The replacement of the failing septic systems will reduce concerns of health and environmental safety. B. System O & M The Town of Webster provide reliable wastewater disposal to the property owners in accordance with state and federal guidelines. C. Growth The proposed district includes 6 residential properties. The proposed project is not expected to experience growth.

V.

OPTIONS CONSIDERED A. Description Option 1 – No Action Cost: $0 Option 1 proposes to leave the existing failing septic system for the properties in place. Residents of these properties would continue to use the aging septic systems which will eventually become a health and environmental concern. Option 2 – New Gravity Sanitary System Cost: $194,113.00 Option 2 proposes to install a new gravity sanitary sewer system The system will consist of approximately 944 linear feet of 8” sanitary sewer main. The proposed sewer main would discharge into an existing main on the north side of Woodard Rd which discharges to the Town of Webster Sewage Treatment Plant. With this system the 6 properties in the project area will be connected to the Town of Webster sanitary sewer system and will no longer be using the failing septic systems that they currently have. B. Design Criteria The Woodard Road sewer extension will be designed to provide safe sanitary sewer collections to the residents within the proposed service area and provide the opportunity for safe effective treatment of the sanitary waste.

C. Map The proposed Woodard Road sewer extension map and description are included in Appendix A. D. Environmental Impacts There are no anticipated negative environmental impacts associated with the project. However, the Town of Webster will conduct an SEQR review. All construction will be done in existing road Right-of-Ways or easements, and proper construction mitigation and restoration efforts will be implemented. E. Advantages/Disadvantages Option 1 – No Action Advantages: No Cost Disadvantages: Does not meet the needs of the residents of the properties in the proposed area. Option 2 – New Gravity Sanitary System Advantages: Provides sanitary sewer service to the residents of the Town of Webster. Disadvantages: Initial Cost

VI.

RECOMMENDED OPTION The recommended option is Option 2. A. Proposed Sewer District Unit Costs See Appendix B.

VII.

CONCLUSIONS The Town of Webster is committed to providing safe and reliable sanitary sewer conveyance to its residents. This specific project will be instrumental in achieving that goal.

APPENDIX A SEWER DISTRICT BOUNDARY MAP AND LEGAL DESCRIPTION

N/F PAPIS CONVENIENT INC. T.A. # 50.02-1-30.1 1680 WOODARD ROAD

N/F ALEX S. SZABO & STACEY H. SZABO T.A. # 50.02-1-30.2 1690 WOODARD ROAD

N/F CHRISTOPHER ANCHUTZ T.A. # 50.02-1-29 1704 WOODARD ROAD

N/F PAUL E. SLEEMAN T.A. # 51.03-1-3.1 1673 WOODARD ROAD

N/F ANDREW D. FOOTE & KARA FOOTE T.A. # 51.03-1-4 1681 WOODARD ROAD

N/F JEREMY COVERT & MARY BETH COVERT T.A. # 51.03-1-6 1683 WOODARD ROAD

N TOWN OF WEBSTER CONSOLIDATED SEWER DISTRICT WOODARD ROAD EXTENSION

220'±

100'±

152'± WOODARD ROAD

WOODARD ROAD

84'± 210'±

457'±

GOLF VIEW HTS

205'± 360'±

340'±

SALT ROAD

104'±

875'±

685'±

615'±

122'±

COPYRIGHT C 2023

COSTICH ENGINEERING, D.P.C.

MAP SHOWING

"Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal is a violation of section 7209, subdivision 2, of the New York State Education Law."

"Only copies from the original of this survey marked with an original of the land surveyor's embossed seal shall be considered to be a valid true copy."

FOR THE

TOWN OF WEBSTER

EN

L. S. 44 S E NO. 0 5 0 V D UR L A ND S

LI C

EY OR

N

ST A

K

DA

TOWN OF WEBSTER COUNTY OF MONROE STATE OF NEW YORK.

K OR OK

I

C

OF NEW Y E T E L T. H I

PREPARED BY

7-25-2023 1-9-2023

COSTICH ENGINEERING, D.P.C. 217 LAKE AVENUE ROCHESTER, N.Y. 14608

1"=500'

8379-SD1

WOODARD ROAD SEWER DISTRICT DESCRIPTION OF LANDS TO BE INCORPORATED INTO THE WOODARD ROAD SEWER DISTRICT All that tract or parcel of land, situate in the Town of Webster, County of Monroe, State of New York, all as shown on a map entitled, “Woodard Road Sewer District Extension”, as prepared by Costich Engineering, D.P.C., having drawing number 8379-SD1, last revised 7-25-2023 Beginning at the southwest corner of lands now or formerly owned by Papis Convenient inc. having T.A. # 50.02-1-30.1 said point also being a point on the northerly right-of-way line of Woodard Road; thence 1. Northerly, along said westerly property line of lands now or formerly owned by Papis Convenient Inc. having T.A. # 50.02-1-30.1 approximately 152 feet; thence 2. Northeasterly along said westerly property line of lands now or formerly owned by Papis Convenient Inc. having T.A. # 50.02-1-30.1 approximately 104 feet; thence 3. Northerly, along said westerly property line of lands now or formerly owned by Papis Convenient Inc. having T.A. # 50.02-1-30.1 approximately 685 feet; thence 4. Easterly and along the north property line of lands now or formerly owned by Papis Convenient Inc. having T.A. # 50.02-1-30.1, Alex S. & Stacey H. Szabo having T.A. # 50.021-30.2 and Christopher Anchutz having T.A. # 50.02-1-29 approximately 615 feet to the northeast corner of lands now or formerly owned by Christopher Anchutz having T.A. # 50.02-1-29; thence 5. Southerly and along said easterly property line of lands now or formerly owned by Christopher Anchutz having T.A. # 50.02-1-29 approximately 875 feet to a point on the north right-of-way line of Woodard Road; thence 6. Easterly and along the north right-of-way line of Woodard Road approximately 100 feet to a point; thence 7. Southerly through Woodard Road and along the easterly property line of lands now or formerly owned by Jeremy & Mary Beth Covert having T.A. # 51.03-1-6 approximately 340 feet to the southeast corner of lands now or formerly owned by Jeremy & Mary Beth Covert having T.A. # 51.03-1-6; thence 8. Westerly and along the south property line of lands now or formerly owned by Jeremy & Mary Beth Covert having T.A. # 51.03-1-6 approximately 122 feet to the south east corner of lands now or formerly owned by Jeremy & Mary Beth Covert having T.A. # 51.03-1-6, said point also being a point on the east right-of-way line of Golf View Heights; thence 9. Northerly and along the easterly right-of-way line of Golf View Heights approximately 360 feet to a point on the southerly right-of-way line of Woodard Road; thence

9. Southerly and along said east property line of lands now or formerly owned by Andrew D. & Kara Foote having T.A. # 51.03-1-4 approximately 205 feet to the southeast corner of lands now or formerly owned by Andrew D. & Kara Foote having T.A. # 51.03-1-4; thence 10. Westerly and along said south property line of lands now or formerly owned by Andrew D. & Kara Foote having T.A. # 51.03-1-4, Paul E. Sleeman having T.A. # 51.03-1-3.1 to the southwest corner of lands now or formerly owned by Paul E. Sleeman having T.A. # 51.03-13.1; thence 11. Northerly and along said west property line of lands now or formerly owned by Paul E. Sleeman having T.A. # 51.03-1-3.1 and through Woodard Road approximately 210 feet to a point on the north right-of-way line of Woodard Road; thence 12. Westerly and along said north right-of-way line of Woodard Road approximately 286 feet to the point and place of beginning.

H:\job\8379\documents\8379 woodard road sewer district description.doc

APPENDIX B

PRELIMINARY ENGINEERS ESTIMATE

COSTICH ENGINEERING, DPC 217 LAKE AVENUE ROCHESTER, NY 14608

PROJECT NO. 8379 DATE: 02/21/2023 REV.: 04/30/2024 PAGE 1 OF 1 PRELIMINARY ENGINEER'S ESTIMATE

CE#8379 Woodard Rd. Sewer Ext. PROJECT: PROJECT LOCATION: Town of Webster DEVELOPER: Town of Webster Sewer Department ITEM NO.

DESCRIPTION

UNIT

EST. QTY.

EST. UNIT PRICE

TOTAL EST. AMOUNT

SANITARY SEWERS & RESTORATION S-1

8" dia. polyvinyl chloride (PVC), SDR-35 sanitary sewer main, including excavation, bedding, backfill and testing

LF

944

65.00

61,360.00

S-2

(Shortside sanitary laterals) 4"dia. PVC lateral

LF

35.00

1,050.00

S-3

(Longside sanitary laterals) Directional Drill 4" sanitary

LF

120

125.00

15,000.00

S-4

4'-0" dia. reinforced concrete sanitary manhole - complete, including excavation, backfill, bedding and testing

EA

5,000.00

20,000.00

S-5

Connect to existing sanitary sewer at existing manhole - core bore manhole

EA

4,600.00

S-6

4" dia. Sanitary lateral cleanouts

EA

750.00

4,500.00

S-7

Pavement restoration of driveways on Woodard Rd. , includes 12" crushed stone subbase, 4" compacted depth #3 dense binder, 4' trench width

EA

1,000.00

S-8

Traffic control and maintenance

LS

2,500.00

S-9

Erosion control

LS

1,500.00

S-10

Unclassified Excavation (pavement removal and disposal)

CY

70.00

3,500.00

S-11

Topsoil and seed

SY

400

10.00

4,000.00

S-12

Mobilization

LS

4,760.40

123,770.40

* Road resoration depths are assumed; intent is to match existing.

SUBTOTAL Contractor's Surety Performance Bond

2,000.00

Contingency (25%) Legal & Administration

$ $

30,942.60 2,500.00

Engineering Fees

20,500.00

Change in Scope #1 (Map, Plan & Report

2,400.00

Resident Construction Inspection Fees (20 hours/week * 6 weeks)

12,000.00

TOTAL AMOUNT OF ENGINEER'S PRELIMINARY ESTIMATE

194,113.00

ESTIMATED AVERAGE HOME OWNER COSTS S-13

Connection to existing service including any indoor plumbing changes

EA

1,500.00

S-14

Install 4" dia. polyvinyl chloride (PVC), SDR-21 sanitary lateral from cleanout to house, including bedding and testing

LF

120

35.00

4,200.00

Decommissioning of existing septic tank including pump out and backfill

EA

1,500.00

7,200.00

S-15

H:\job\8379\Documents\Estimates\2024-01-30 conceptual engineers estimate_CS102.xlsx

APPENDIX C

PRELIMINARY SANITARY SEWER IMPROVEMENT PLANS

1673-1704 WOODARD

SANITARY SEWER IMPROVEMEN TOWN OF WEBSTER MONROE COUNTY NEW YORK SALT ROAD

BASKET ROAD

F WE B S T O N W ER TO

NORTH

N

PROJECT LOCATION

WOODARD ROAD

SUPERVISOR

TOM FLAHERTY

NEW YORK

COUNCIL PERSON

PATRICIA CATALDI WILLIAM ABBOTT JOHN CAHILL GINNY NGUYEN

WEBSTER GOLF CLUB

DATE

TOWN ENGINEER:

PREPARED FOR

TOWN OF WEBSTER 1000 RIDGE ROAD WEBSTER, NEW YORK 14580 (585) 872-1000

DATE

WEBSTER SEWER DEPARTMENT

LOCATION SKETCH Civil Engineering

SCALE 1"=1000'

Land Surveying

1673-1704 WOODARD RO SANITARY SEWER IMPROVEMENT PROJECT

Landscape Architecture

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

OCTOBER 2022

PROJECT NO.

8379

SHEET NO.

GC001 SHEET 1 OF 5

N

LINE LEGEND PARCEL BOUNDARY

10"

NORTH

EXISTING RIGHT-OF-WAY LINE EXISTING ADJACENT PROPERTY LINE FORMER PROPERTY LINE FORMER PROPERTY LINE DIMENSION MIN. BUILDING SETBACK CENTER LINE

N/F MARTIN DELUCIA T.A.# 050.02-1-32 1650 WOODARD ROAD

C PV 4"

24" SAN.

EXISTING DRIVEWAYS TO BE RESTORED BY CONTRACTOR TO R.O.W. (TYP.) (SEE DETAIL)

PROVIDE 8"X4" WYE WITH RISER INV. = 334.68 @ RISER S2 4' DIA M.H., RIM=341.37 INV IN (8" FROM S3)=334.09 INV OUT (8" TO S1)=333.99

PROVIDE 8"X4" WYE WITH RISER INV. = 332.99 @ RISER

5. 9 33

0+00

24" SANITARY

N/F GLENN ENDERBY & LISA ENDERBY T.A.# 050.02-1-31 1660 WOODARD ROAD

RIM=340.68

PROVIDE 8"X4" WYE WITH RISER INV. = 334.93 @ RISER

S 331

328.23

4' WOOD FENCE

.40

34'-8" PVC @ 0.71%

INV=338.98

TG=340.05 RGE 4A

.64

S

336.74

331.74

OH

331

12" CMP

336.54

INV=340.00

C.O.

RGE 6

4' WOOD FENCE

340 TG=339.59 OH

24"

338.25

2+00

12" HDPE

RGE 5

338.20

OH

OH 12" HDPE

333.99

3+00

S

OH

ASPHALT

1+00

12" HDPE

5+00

4+00

334.09

OH

343

300'-8" PVC @ 0.75%

OH

342

WV

W

300'-8" PVC @ 0.75%

341

S1 4' DIA M.H., RIM=339.93 INV IN (8" FROM S2)=331.74 INV OUT (8" TO S)=331.64

W

40'-4" PVC @ 2.0%

10" CMP

TG=340.96

MB

10" CMP

ASPHALT

339.84

339.86

H

D

340

C.O.

Y

342 ASPHALT

C.O. INV. = 335.48

30"

EXISTING EDGE OF PAVEMENT EXISTING EDGE OF GRAVEL EXISTING CONCRETE PAD/ CONCRETE SIDEWALK EXISTING UTILITY POLE , GUY ANCHOR & UTILITY POLE WITH LIGHT WV

H

S: CONNECT TO EX. M.H. RECONSTRUCT EX. BENCH AND INVERT INV=328.23 INV=331.40

C.O. INV. = 335.03

EXISTING CONCRETE CURB

D

N/F PAPIS CONVENIENT INC. T.A.# 050.02-1-30.1 1680 WOODARD ROAD

MATCHLINE

SEE DRAWING NO. CC101

EXISTING EASEMENT LINE.

Y

EXISTING WATER MAIN, VALVE, & HYDRANT

W

S

EXISTING SANITARY SEWER, & MANHOLE

D

EXISTING DRAINAGE SEWER, FIELD INLET, INLET MANHOLE, MANHOLE, & END SECTION

OH

EXISTING OVERHEAD UTILITIES

T

EXISTING TELEPHONE SERVICE

UG

EXISTING UNDERGROUND UTILITIES

G

EXISTING GAS SERVICE

E

EXISTING ELECTRIC SERVICE EXISTING GUARD RAIL TREES, HEDGE, EDGE OF WOODS EXISTING SWALE EXISTING CHAIN LINK & STOCKADE FENCE

EXISTING CONTOUR

100

EXISTING SPOT ELEVATION @ x

x 100.4

N/F PAUL E. SLEEMAN T.A.# 051.03-1-3.1 1673 WOODARD ROAD

PROPOSED EASEMENT LINE

BENCHMARK WEST BONNET BOLT ELEV=342.00

PROPOSED EDGE OF PAVEMENT

WV

N/F EDWARD SHULTS & VIRGINIA SHULTS T.A.# 051.03-1-1.1 1665 WOODARD ROAD

N/F TALITHA POULIN T.A.# 050.04-1-69.124 1661 WOODARD ROAD

TWO STORY SPLIT LEVEL HOUSE FF=348.76

20"

H

D

PROPOSED CONCRETE CURB 14"

Y

PROPOSED WATER MAIN, VALVE, & HYDRANT

W S

PROPOSED SANITARY SEWER, & MANHOLE

D

PROPOSED DRAINAGE SEWER, FIELD INLET, INLET MANHOLE, MANHOLE, & END SECTION

OH

PROPOSED OVERHEAD UTILITIES

T

PROPOSED TELEPHONE

UG

PROPOSED UNDERGROUND UTILITIES

G

PROPOSED GAS SERVICE

E

PROPOSED ELECTRIC SERVICE

PROPOSED CHAIN LINK & STOCKADE FENCE

345

S: 4' DIA M.H. STA.0+41 RIM=340.7 INV IN=331.40 (8") INV OUT=328.23 (24") 340

S1: 4' DIA M.H. STA.0+75 RIM=339.9 INV IN=331.74 (8") INV OUT=331.64 (8")

S2: 4' DIA M.H. STA.3+75 RIM=341.4 INV IN=334.09 (8") INV OUT=333.99 (8")

APPROXIMATE LOCATION OF EX. WATERMAIN

EXISTING STORM SEWER

300'-8" PVC @

335

300'-8" PVC @

330

0.75%

34'-8" PVC @ 0.71%

MATCHLINE

SEE DRAWING NO. CC101

EXISTING GRADE

NOTE

LATERALS TO THE SOUTH SIDE OF WOODARD ROAD TO BE INSTALLED WITH OPEN CUT OF THE ROAD. CONTRACTOR TO BACKFILL WITH COMPACTED # 2 CRUSHER RUN STONE AND RESTORE PAVEMENT TO MATCH EXISTING PAVEMENT CROSS-SECTION (SEE DETAIL)

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH THESE PLANS FOR PUBLIC SANITARY SEWER EXTENSION / IMPROVEMENTS ARE HEREBY APPROVED PURSUANT TO ARTICLE 17 OF THE NYS ENVIROMENTAL CONSERVATION LAW SUBJECT TO CONDITIONS OF APPROVAL

DIRECTOR OF PUBLIC HEALTH

BY

PUBLIC HEALTH ENGINEER

DATE

TOWN APPROVAL 1+00

2+00

3+00

4+00

5+00

DATE:

SANITARY PROFILE SCALE

HORIZ. 1"=30' VERT. 1"=3'

TOWN ENGINEER PROJECT MANAGER

NO.

DATE

REVISION

BY

CHKD.

APVLS.

PR

0 9 6 1 84

OF E

AL SS I O N

W.T.A.

ER

---

SANITARY SEWER IMPROVEMENT PROJECT

Land Surveying

--TOPO/BASE

1673-1704 WOODARD ROAD

TITLE OF DRAWING

BOUNDARY

I NE

C

ED

( IN FEET ) 1 inch = 30 ft.

NS

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, LAND SURVEYOR, ARCHITECT OR LANDSCAPE ARCHITECT, TO ALTER ANY ITEM ON THIS DOCUMENT IN ANY WAY . ANY LICENSEE WHO ALTERS THIS DOCUMENT IS REQUIRED BY LAW TO AFFIX HIS/HER SEAL AND THE NOTATION "ALTERED BY", FOLLOWED BY HIS/HER SIGNATURE AND SPECIFIC DESCRIPTION OF THE ALTERATION, TO THE DOCUMENT.

120

Civil Engineering

DRAWN BY

NG

C

HA

E

A

ST

H

T E EL O R I T Y

RK O IE

GRAPHIC SCALE

TITLE OF PROJECT

M.O.R.

OF N EW

L I CE

EXISTING UTILITIES (LOCATION, SIZES AND INVERTS) SHOWN ON THE PLANS ARE APPROXIMATE AND ARE NOT CERTIFIED AS TO THE ACCURACY OF THEIR LOCATION OR COMPLETENESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS AND DEPTHS OF ALL UTILITIES AND STRUCTURES IN THE PATH OF, OR CLOSELY PARALLEL TO, OR UNDER, THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DELAYS OR DAMAGES OCCURRING AS A RESULT OF INCORRECTLY LOCATED UTILITIES. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITY OWNERS IN AMPLE TIME FOR THEM TO LOCATE AND MARK THEIR FACILITIES. THE CONTRACTOR SHALL ALSO NOTIFY UNDERGROUND UTILITY LOCATION SERVICE AT LEAST 48 HOURS IN ADVANCE OF COMMENCING ANY WORK.

MI

325 0+00

Landscape Architecture

PLAN AND PROFILE SHEET LOCATION OF PROJECT

TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

DATE

10/17/2022 SCALE

1"=30'

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

CLIENT

TOWN OF WEBSTER 1000 RIDGE ROAD WEBSTER, NEW YORK 14580

DWG. #

8379

CC100 SHEET 2 OF 5

FF=348.80

N

LINE LEGEND EXISTING RIGHT-OF-WAY LINE EXISTING ADJACENT PROPERTY LINE

ONE STORY FRAME HOUSE FF=350.50

FORMER PROPERTY LINE

TWO STORY FRAME HOUSE FINISH FLOOR TO THE HOUSE = 351.32

Y

W

EXISTING WATER MAIN, VALVE, & HYDRANT

S

EXISTING SANITARY SEWER, & MANHOLE

D

EXISTING DRAINAGE SEWER, FIELD INLET, INLET MANHOLE, MANHOLE, & END SECTION

EXISTING TELEPHONE SERVICE

T

EXISTING UNDERGROUND UTILITIES

UG

EXISTING GAS SERVICE

G

EXISTING ELECTRIC SERVICE

E

TREES, HEDGE, EDGE OF WOODS EXISTING SWALE EXISTING CHAIN LINK & STOCKADE FENCE

EXISTING CONTOUR

100

OH 341.70

BRICK PLANTER

MB

12" HDPE

336.34

OH

S

7+00

336.44

ASPHALT

5 34

H

O

W

H

S

7 34

10'-4" PVC @ 2.0%

10'-8" PVC @ 1.00% 40'-4" PVC @ 2.0%

OH

W

341.21

9+00

300'-8" PVC @ 1.59%

WV

W

OH

C.O.

C.O. 12" DEAD N/F TIMOTHY M. WARTH & HEATHER L. WARTH T.A.# 051.03-1-7 1707 WOODARD ROAD

WM

RGE 7A

ASPHALT

C.O. INV. = 337.67

N/F HARRY BINDER & GAIL E. BINDER T.A.# 051.03-1-5.1 351 GOLFVIEW HEIGHTS

BENCHMARK WEST BONNET BOLT ELEV=345.81 N/F ANDREW D. FOOTE & KARA FOOTE T.A.# 051.03-1-4 1681 WOODARD ROAD

MB

W

MB

Y

INV=341.39

S4 4' DIA M.H., RIM=349.10 INV IN (8" FROM 8" STUB)=341.31 C.O. INV OUT (8" TO S3)=341.21 OH 9+93 8" STUB INV=341.41

OH

40'-4" PVC @ 2.0%

(49.5' WIDE) OH

6 34

C.O. OH

HDPE 12" 8+00

MB

344

WOODARD ROAD

C.O.

18" C.O. INV. = 340.73

RGE 8 RTC 110

OH

342.50

INV=344.38

10'-4" PVC @ 2.0%

TG=344.45

N/F CARL J. AQUILINA T.A.# 050.02-1-28 1706 WOODARD ROAD

N/F CHRISTOPHER ANSCHUTZ T.A.# 050.02-1-29 1704 WOODARD ROAD

C.O. INV. = 337.86

RGE 7

OH 12" HDPE 3 341.46 341.73 6+00 341.4 TG=343.33 TG=342.95

GRAVEL

C.O. INV. = 340.10

N/F JEREMY COVERT & MARY BETH COVERT T.A.# 051.03-1-6 1683 WOODARD ROAD

7 34

EXISTING GUARD RAIL

12"

INV=341.64 8" PVC INV=342.33

OH

EXISTING OVERHEAD UTILITIES

OH

14"

18"

S3 4' DIA M.H., RIM=344.09 INV IN (8" FROM S4)=336.44 INV OUT (8" TO S2)=336.34

PROVIDE 8"X4" WYE WITH RISER INV. = 340.90 @ RISER

D

EXISTING UTILITY POLE , GUY ANCHOR & UTILITY POLE WITH LIGHT

N/F ALEX S. SZABO & STACEY H. SZABO T.A.# 050.02-1-30.2 1690 WOODARD ROAD

EXISTING CONCRETE PAD/ CONCRETE SIDEWALK

PROVIDE 8"X4" WYE WITH RISER INV. = 336.87 @ RISER

EXISTING EDGE OF GRAVEL

ASPHALT

D

EXISTING EDGE OF PAVEMENT

TWO STORY FRAME HOUSE FINISH FLOOR TO THE HOUSE = 348.80

28"

PROVIDE 8"X4" WYE WITH RISER INV. = 337.76 @ RISER

RGE 8B RTC 109 346

MATCHLINE

SEE DRAWING NO. CC100

EXISTING CONCRETE CURB

EXISTING MAILBOX TO BE RELOCATED

EXISTING EASEMENT LINE.

H

EXISTING DRIVEWAYS TO BE RESTORED BY CONTRACTOR TO R.O.W. (TYP.) (SEE DETAIL)

OH

CENTER LINE

16"

N/F GAIL E. BINDER & HARRY BINDER T.A.# 051.03-1-58.1 357 GOLFVIEW HEIGHTS

349

MIN. BUILDING SETBACK

348

30"

OH

FORMER PROPERTY LINE DIMENSION

WV

GRID

OH

PARCEL BOUNDARY

14"

40"

16"

EXISTING SPOT ELEVATION @ x

350

PROPOSED EASEMENT LINE

343

x 100.4

30"

PROPOSED EDGE OF PAVEMENT

ASPHALT 36"

PROPOSED CONCRETE CURB D

H

WV

Y

W

PROPOSED WATER MAIN, VALVE, & HYDRANT

S

PROPOSED SANITARY SEWER, & MANHOLE

D

PROPOSED DRAINAGE SEWER, FIELD INLET, INLET MANHOLE, MANHOLE, & END SECTION

OH

PROPOSED OVERHEAD UTILITIES

T

PROPOSED TELEPHONE

UG

PROPOSED UNDERGROUND UTILITIES

G

PROPOSED GAS SERVICE

E

PROPOSED ELECTRIC SERVICE

PROPOSED CHAIN LINK & STOCKADE FENCE

TWO STORY FRAME HOUSE FF=348.68

TWO STORY FRAME HOUSE FF=351.49

24"

350

S4: 4' DIA M.H. STA.9+74 RIM=349.1 INV IN=341.31 (8") INV OUT=341.21 (8")

EXISTING GRADE @ PROPOSED SANITARY SEWERLINE CL

345

MATCHLINE

SEE DRAWING NO. CC100

EXISTING STORM SEWER

NOTE

DIRECTOR OF PUBLIC HEALTH

PUBLIC HEALTH ENGINEER

S3: 4' DIA M.H. STA.6+74 RIM=344.1 INV IN=336.44 (8") INV OUT=336.34 (8")

300'-8"

P

340

.59% VC @ 1 10'-8" PVC @ 1.00%

335

330

DATE

TOWN APPROVAL 6+00

7+00

DATE:

8+00

MARY HARRINGTON

PROJECT MANAGER

NO.

DATE

REVISION

BY

CHKD.

APVLS.

PR

0 9 6 1 84

OF E

AL SS I O N

W.T.A.

ER

---

SANITARY SEWER IMPROVEMENT PROJECT

Land Surveying

--TOPO/BASE

1673-1704 WOODARD ROAD

TITLE OF DRAWING

BOUNDARY

I NE

C

ED

( IN FEET ) 1 inch = 30 ft.

NS

120

Civil Engineering

DRAWN BY

NG

C

HA

E

A

ST

H

TE EL O R I T Y

K OR I E

GRAPHIC SCALE

TITLE OF PROJECT

M.O.R.

O F N EW

L I CE

325 9+93

9+00

SANITARY PROFILE SCALE

HORIZ. 1"=30' VERT. 1"=3'

TOWN ENGINEER

MI

BY

APPROXIMATE LOCATION OF EX. WATERMAIN

Landscape Architecture

PLAN AND PROFILE SHEET LOCATION OF PROJECT

TOWN OF WEBSTER, COUNTY OF MONROE, STATE OF NEW YORK

DATE

10/17/2022 SCALE

1"=30'

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

CLIENT

TOWN OF WEBSTER 1000 RIDGE ROAD WEBSTER, NEW YORK 14580

DWG. #

8379

CC101

SHEET 3 OF 5

EARTH EXCAVATION ROCK EXCAVATION

ROCK EXCAVATION

2" ASPHALT TOP, N.Y.S.D.O.T. ITEM 403.18, TYPE 7 (MATCH EXISTING)

6" #2 CRUSHER RUN STONE (MATCH EXISTING)

SANITARY SEWER RISER DETAIL

TYPICAL SANITARY MANHOLE DETAIL PAVEMENT SECTION

NOTES:

EDGE OF ROADWAY

FRAME & COVER TO BE USED IN PAVED AREAS ONLY.

EARTH EXCAVATION

LIMITS OF DRIVEWAY APRON RESTORATION

PROPOSED WATER MAIN LOCATION 2.5'

SANITARY LATERAL DETAIL CONSTRUCTION EROSION AND SEDIMENT NOTES DETAIL "A"

DETAIL "B"

DETAIL "C"

SANITARY SEWER BEDDING DETAIL

MAX. PIPE DIAMETER

10"

12"

14"

16"

18"

20"

24"

27"

SAW CUT EXISTING DRIVEWAY

RESTORATION LIMITS

CARE TO BE TAKEN TO REDUCE SEDIMENT TRACKING FROM DISTURBED AREAS INTO ROADWAYS. ROADWAYS TO BE INSPECTED FOR SEDIMENT AND CLEANED/SWEPT DAILY.

PERMANENT SEEDING, FERTILIZATION AND MULCHING TO IMMEDIATELY FOLLOW BACKFILL OF SEWER TRENCH.

STONE BERM INLET PROTECTION REQUIRED IN CATCH BASIN PRIOR TO RECEIVING STORM WATER RUNOFF FROM AREAS OF DISTURBANCES.

DRIVEWAY PAVEMENT RESTORATION NOT TO SCALE

30"

36"

ASPHALT CONCRETE, 9.5mm TOP COURSE MIN. THICKNESS 1 1/2" (SEE NOTE 1)

SANITARY & STORM STANDARD MANHOLE DIMENSIONS

ASPHALT CONCRETE, 37.5mm BASE COURSE (SEE NOTE 1) MIN. 6", 2 - 3" LIFTS

2" ASPHALT CONCRETE, 19mm BINDER COURSE

CLEANOUT DETAIL FOR LATERAL CONNECTION

SAW CUT EXISTING PAVEMENT EACH SIDE, TACK COAT ALL CUTS, AND CAP SEAM WITH BITUMINOUS SEALER

NOTES

"A"

6", TYP.

EXISTING ASPHALT BASE (SEE NOTE 1)

EXISTING CONCRETE BASE (SEE NOTE 4)

SUBBASE TYPE 2 (2 - 6" LIFTS)

TRENCH & CULVERT EXCAVATION

SELECT GRANULAR FILL OR SUITABLE NATIVE MATERIAL

I.D. "A"

6" NO. 1 AND 2 CRUSHED STONE BEDDING

"A"

"A" SEE NOTE 3

TACK COAT

PIPE DIA.

DIM. "A"

UP TO 18"

12"

18" TO 36"

18"

OVER 36"

24"

1. REPLACE PAVEMENT IN KIND WITH WHAT IS EXISTING, UNLESS CONDITIONS EXIST WHERE THAT ISN'T FEASIBLE, THEN INSTALL SECTION AS APPROVED BY THE DEPARTMENT'S ENGINEER OR HIGHWAY MAINTENANCE MANAGER. THE MINIMUM APPROVABLE SECTION SHALL BE 6" OF TYPE 2 SUBBASE (CRUSHER RUN STONE), 2" OF ASPHALT BINDER AND 1 1/2" OF ASPHALT TOP. SEE NOTE 6 FOR TRENCHES LESS THAN 24" WIDTH.

SECTIONAL PLAN VIEW

2. SELECT GRANULAR FILL OR SUITABLE NATIVE MATERIAL, AS APPROVED BY THE DEPARTMENT'S ENGINEER OR HIGHWAY MAINTENANCE MANAGER, SHALL BE COMPACTED IN A MAXIMUM OF 6" LIFTS AT 95% COMPACTION. 3. 6" OF STONE BEDDING, CONSISTING OF A BLENDING OF #1 AND 2 STONE, IS REQUIRED FOR SANITARY OR STORM SEWER INSTALLATIONS WITH CRUSHED STONE HAUNCHING TO A MINIMUM OF 1/2 OF THE PIPE DIAMETER ON THE SIDE OF THE PIPE. 4. IF CONCRETE BASE IS EXISTING, IT MUST BE REPLACED WITH A MINIMUM OF 6" OF ASPHALT BASE. 5. IF PAVEMENT MARKINGS OR SIGNAL LOOPS ARE DESTROYED, THEY MUST BE REPLACED. 6. WHEN TRENCH WIDTH IS LESS THAN 24", FLOWABLE FILL MUST BE PLACED ABOVE THE 6" OF #1 AND 2 STONE BEDDING TO BINDER GRADE. A 2" LIFT OF BINDER AND A 1 1/2" LIFT OF TOP ASPHALT MUST BE THEN INSTALLED TO FINISH GRADE.

CONNECTION TO EXISTING SANITARY SEWER

BY

CHKD.

APVLS.

C

ER

MI

ST

A REVISION

I NE

NG

0 9 6 1 84 OF E AL S S I ON

E

PR

1673-1704 WOODARD ROAD

Civil Engineering

SANITARY SEWER IMPROVEMENT PROJECT

---

Land Surveying

DETAIL SHEET

---

Landscape Architecture

W.T.A.

H

DATE

ED

NO.

NS

TOWN ENGINEER

C

L I CE

DATE:

TE EL O R I T Y

RK O IE

TOWN APPROVAL

M.O.R.

OF NEW

HA

TRENCH AND PAVEMENT RESTORATION FOR ROAD CUT

10/17/2022 N.T.S.

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

TOWN OF WEBSTER

COUNTY OF MONROE, STATE OF NEW YORK TOWN OF WEBSTER 1000 RIDGE ROAD WEBSTER, NEW YORK 14580

8379

CC500 SHEET 4 OF 5

MAINTENANCE & PROTECTION OF TRAFFIC NOTES

GENERAL NOTES 1.

CONTRACTOR SHALL VERIFY ELEVATIONS OF ALL EXISTING PIPES AND UTILITY LINES PRIOR TO COMMENCING SANITARY SEWER CONSTRUCTION. EXPLORATORY EXCAVATIONS MAY BE NECESSARY.

THE CONTRACTOR WILL BE REQUIRED TO PROVIDE NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

ALL PROPERTY LINES AS SHOWN WERE PLOTTED FROM TAX MAP DATA AND ARE APPROXIMATE. NO SURVEY BOUNDARY WAS DONE.

ACTUAL LATERAL LOCATIONS TO BE DETERMINED BY PROPERTY OWNER AS LONG AS ALL SEPARATIONS AS SHOWN ON THE TYPICAL LATERAL LAYOUT DETAIL CAN BE MET. 3. MINIMUM SLOPE FOR 4" DIAMETER PVC LATERAL TO BE 2.00% MINIMUM SLOPE FOR 6" DIAMETER PVC LATERAL TO BE 1.00%

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES SAFE AND ADEQUATE INGRESS AND EGRESS TO AND FROM INTERSECTING STREETS AND BUSINESSES AT EXISTING ACCESS POINTS, CONSISTENT WITH THE WORK.

4. 5.

DIRECT DRILL FOR SANITARY LATERAL INSTALATIONS. TOWN OF WEBSTER TO ACQUIRE TEMPORARY EASEMENTS FOR CLEAN-OUT INSTALLATIONS, IF REQUIRED.

ALL DRIVEWAYS TO BE REPAIRED WITH LIKE MATERIAL.

ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF WEBSTER.

THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD AND PRESERVE ALL SURVEY CONTROL MONUMENTS AND R.O.W. MONUMENTS IN THE AREA OF CONSTRUCTION. FOR DESCRIPTIVE AND SURVEY DATA ON THE CONTROL MONUMENTS, CALL THE MONROE COUNTY GEODETIC SURVEY OFFICE.

THE CONTRACTOR SHALL DETERMINE EXACT LOCATION AND ELEVATION OF UNDERGROUND UTILITIES BEFORE COMMENCING CONSTRUCTION. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS TO LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS AS REQUIRED TO MEET EXISTING CONDITIONS.

10. MINIMUM SEPARATION BETWEEN WATER MAIN AND SEWER LINES TO BE 18" VERTICALLY MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SEWER PIPES TO BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES. ONE FULL LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVER THE SEWER. ADEQUATE STRUCTURAL SUPPORT (COMPACTED 6. SELECTED FILL) SHALL BE PROVIDED FOR THE SEWERS TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING ON AND BREAKING THE WATER MAINS. 11. MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT EXCEED 100 GALLONS PER INCH PER MILE OF PIPE PER DAY FOR THE SANITARY 7. SEWER. IF AN AIR TEST IS USED, THE TEST AS A MINIMUM SHALL CONFORM TO THE PROCEDURE DESCRIBED IN ASTM-C-828-80, ENTITLED "STANDARD 8. PRACTICE FOR LOW-PRESSURE AIR TEST OF VITRIFIED CLAY PIPE LINES. SANITARY MANHOLES SHALL BE TESTED FOR EXFILTRATION. 12. SANITARY SEWER MAINS TO BE POLYVINYL CHLORIDE (PVC) SDR-35. SANITARY SEWER LATERALS TO BE PVC SDR-21. 13. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 6%. IF THE DEFLECTION TEST IS TO BE RUN USING A RIGID BALL OR MANDREL, IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES.

SIGN SUPPORTS SHALL BE SUCH AS TO RESIST OVERTURNING IN STRONG WINDS AND PROVIDE A MINIMUM MOUNTING HEIGHT OF 6 FEET MEASURED TO BOTTOM OF SIGN. THE FINAL LOCATION OF THE TRAFFIC SIGNS AND BARRELS SHALL BE SUBJECT TO REVIEW BY THE OWNERS REPRESENTATIVE BEFORE INSTALLATION FOR EXACT POSITIONING. ALL CONSTRUCTION AND WORK ZONE SIGNS SHALL HAVE A REFLECTIVE ORANGE BACKGROUND WITH NON-REFLECTIVE BLACK LETTERING. THE CONTRACTOR SHALL COVER AND/OR TEMPORARILY REMOVE EXISTING SIGNS AND COVER EXISTING SIGNALS WHICH CONFLICT WITH THE VARIOUS ACCESS RESTRICTIONS THAT ARE PART OF THE OVERALL MAINTENANCE AND PROTECTION OF TRAFFIC PLAN. ALL EXISTING SIGNAGE AFFECTED BY CONSTRUCTION (WEIGHT LIMITS, SPEED LIMITS, ETC.) SHALL BE REPLACED BY ACCEPTABLE EQUIVALENT TEMPORARY SIGNS AS CLOSE AS POSSIBLE TO THEIR ORIGINAL LOCATION. NON-CONFLICTING EXISTING SIGNS (STOP, STREET, ETC.) SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION OF THE PROJECT. THE CONTRACTOR SHALL USE STEEL PLATES, TEMPORARY PAVEMENT, CONES, BARRELS, BARRICADES AND PROTECTIVE FENCING AS NECESSARY AND AS ORDERED BY THE OWNERS REPRESENTATIVE TO PROTECT AND MAINTAIN BOTH PEDESTRIAN AND TRAFFIC FLOW WITHIN THE PROJECT AREA.

10.

THE CONTRACTOR SHALL LIMIT THE AMOUNT OF PROJECT AREA BEING DISRUPTED BY CONSTRUCTION TO THE NUMBER OF CREWS AND EQUIPMENT THAT THE CONTRACTOR CAN ASSIGN AND KEEP PRODUCTIVE ON THE PROJECT AND ITS VARIOUS OPERATIONS.

11.

THE CONTRACTOR MUST SUBSTANTIALLY COMPLETE WORK IN ONE WORK AREA PRIOR TO PROCEDING TO THE NEXT WORK AREA. ANY DEVIATION FROM THE PHASING PLAN MUST RECEIVE APPROVAL FROM THE OWNERS REPRESENTATIVE

16. PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASES SHALL BE PERMANENTLY SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. PERMANENT SEEDING SHALL BE AS FOLLOWS: SEED MIX: REBEL JR. "TURF TYPE" TALL FESCUE: (60% OF WEIGHT, 95% OF PURITY, 85% OF GERMINATION) 12. SALTY ALKALIGRASS: (30% OF WEIGHT, 95% OF PURITY, 85% OF GERMINATION) RELIANT HARD FESCUE: (10% OF WEIGHT, 95% OF PURITY, 80% OF GERMINATION) FERTILIZER: 10% NITROGEN, 15% PHOSPHOROUS, 4% POTASH. 13. FERTILIZER SHALL BE COMPLETE AND SHALL BE 50% OF THE TOTAL NITROGEN IT IS DERIVED FROM. THE BALANCE OF THE NITROGEN SHALL BE METHYLENE, WATER SOLUBLE UREA. HYDRO-MULCH:SHALL BE CONWED HYDROMULCH FIBER OR CONWED HYDROMULCH 2000 FIBER WITH TACK.

MONROE COUNTY HEALTH DEPARTMENT STANDARD SANITARY SEWER EXTENSION NOTES

DRUMS, DELINEATORS AND CONES SHALL BE REFLECTORIZED AND SHALL BE INSTALLED ADJACENT TO THE TRAFFIC LANE. DRUMS AND DELINEATORS SHALL BE SPACED AT INTERVALS OF 9 FEET OR AS ORDERED BY THE OWNER'S REPRESENTATIVE. THE COST TO FURNISH AND PLACE, MAINTAIN, MOVE AND REMOVE THE BARRELS, INCLUDING LIGHTS, SHALL BE INCLUDED IN THE PRICE BID FOR MAINTENANCE AND PROTECTION OF TRAFFIC. DRUMS AND DELINEATORS SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

14. FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT, MUST BE CONNECTED TO THE SANITARY SEWER. NOTE: FLOOR DO NOT DRAINS INCLUDE FOUNDATION OR FOOTER DRAINS INSTALLED TO INTERCEPT UNCONTAMINATED GROUND ALL WATER. DISCHARGESFROM THE FLOOR DRAINS TO THE SANITARY SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND/OR THE MONROE COUNTY SEWER USE LAW. 15. ALL ABANDONED SEPTIC TANKS MUST BE PUMPED OUT BY A SCAVENGER WASTE HAULER LICENSED BY THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND THE TANKS MUST BE EITHER CRUSHED, REMOVED OR FILLED WITH STONE EARTH OR SAND, AT THE HOME OWNERS EXPENSE.

THE CONTRACTOR SHALL FURNISH AND ERECT, MAINTAIN, MOVE AND REMOVE AS REQUIRED AND AS DIRECTED BY THE OWNER'S REPRESENTATIVE, CONSTRUCTION SIGNS & BARRICADES TO ADEQUATELY AND SAFELY INFORM AND DIRECT THE MOTORIST AND TO SATISFY LEGAL REQUIREMENTS. ALL SIGNS AND BARRICADES SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND SHALL BE MAINTAINED IN GOOD CONDITION FOR THE DURATION OF THE CONTRACT. ALL WORK PERFORMED IN LOCATING AND ERECTING SIGNS AND BARRICADES SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

VEHICLES BELONGING TO THE CONTRACTOR OR HIS WORKMEN SHALL BE PARKED IN AN AREA ON SITE AS DIRECTED BY THE OWNERS REPRESENTATIVE MATERIALS, EQUIPMENT AND VEHICLES ARE NOT TO BE STORED OR PARKED WITHIN THE PUBLIC RIGHT OF WAY OR WHERE IT IS DEEMED BY THE OWNERS REPRESENTATIVE TO BE A SAFETY HAZARD TO TRAFFIC, EXCEPT AS NOTED.

14.

ANY PAVEMENT UPON WHICH TRAFFIC WILL BE MAINTAINED SHALL BE PROPERLY MARKED BEFORE THE END OF THE WORKING SHIFT.

15.

SIDEWALK AREAS TO BE CLOSED SHALL BE DESIGNATED AND SIGNED AS SUCH WITH MUTCD R9-9, "SIDEWALK CLOSED', SIGNS AS ORDERED BY THE ENGINEER. PROVIDE PEDESTRIAN DETOURS WITH A CONTINUOUS PASSAGE IN ACCORDANCE WITH "ADA" ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.

16. MAXIMUM ALLOWABLE INFILTRATION OR EXFILTRATION SHALL NOT EXCEED 100 GALLONS PER INCH DIAMETER PER MILE OF PIPE PER DAY FOR THE SANITARY SEWER. IF AN AIR TEST IS USED, THE TEST AS A MINIMUM SHALL CONFORM TO THE PROCEDURE DESCRIBED IN ASTM DESIGNATION C828-86 ENTITLED PRACTICE FOR LOW-PRESSURE AIR TEST OF VITRIFIED CLAY PIPE LINES. 17. SANITARY MANHOLES SHALL BE VISUALLY INSPECTED AND TESTED FOR LEAKAGE BY EXFILTRATION OR VACUUM. VACUUM TESTING OF MANHOLES SHALL COMPLY WITH THE METHOD OUTLINED IN THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION - TECHNICAL INFORMATION PAMPHLET (TIP) NO. 15 (LATEST REVISION). FLOOR DRAINS, IF CONSTRUCTED IN THE PROJECT, MUST BE CONNECTED TO THE SANITARY SEWER. NOTE: FLOOR DRAINS DO 18. NOT INCLUDE FOUNDATION OR FOOTER DRAINS INSTALLED TO INTERCEPT UNCONTAMINATED GROUND WATER. ALL DISCHARGES FROM THE FLOOR DRAINS TO THE SANITARY SEWER MUST COMPLY WITH THE EFFLUENT LIMITS OF THE LOCAL AND/OR THE 19. MONROE COUNTY SEWER USE LAW. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE PIPE. THE TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. NO PIPE SHALL EXCEED A DEFLECTION OF 6%. IF THE DEFLECTION TEST IS TO BE RUN 20. USING A RIGID BALL OR MANDREL, IT SHALL HAVE A DIAMETER EQUAL TO 95% OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. 21. MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER LINES SHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN PIPE SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER AS POSSIBLE. IN ADDITION, 22. WHEN THE WATER MAIN PIPELINE PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE SEWER ON THE WATER MAIN. MINIMUM HORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAINS PIPES AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES, MANHOLES OR VAULTS.

ALL FLAGGERS SHALL USE A STOP/SLOW PADDLE ON A 6' STAFF WITH A 24" OCTAGONAL SHAPED PANEL. ALL FLAGGERS SHALL WEAR AN ORANGE HARD HAT, ORANGE VEST WITH REFLECTIVE STRIPES OF FLUORESCENT ORANGE OR YELLOW. A DROP-OFF AT THE EDGE OF PAVEMENT GREATER THAN 3 1/2" WILL NOT BE PERMITTED OVERNIGHT. PROVIDE TEMPORARY FILL MATCHING THE CROSS-SLOPE OF THE EXISTING PAVEMENT TO 2' OUTSIDE THE EDGE OF CUT AND SLOPED AT 1V:4H OR FLATTER THEREAFTER TO MEET EXISTING GRADE. LIGHTING IS REQUIRED FOR SIGNS AND DRUMS USED OVERNIGHT. ALL CONES, DRUMS AND MARKERS ARE TO BE PLACED SO AS TO PROVIDE A MINIMUM 2' CLEARANCE TO THE TRAVELED WAY UNLESS OTHERWISE SHOWN ON THE PLANS. THE CONTRACTOR SHALL MAKE CERTAIN PLACEMENT OF CONES, DRUMS AND MARKERS OR BARRICADES SHALL NOT INTERFERE WITH SIGHT DISTANCE. THE CONTRACTOR SHALL PROVIDE FLAGGERS WHERE SIGHT DISTANCES ARE IMPAIRED BY THE CONTRACTOR'S OPERATION OR AS ORDERED BY THE OWNERS REPRESENTATIVE. WHEN FLAGGERS ARE USED, FLAGGER SIGNS (W8-22E) SHALL BE PLACED AS ORDERED BY THE OWNERS REPRESENTATIVE ON ALL APPROACHES TO THE AREAS BEING FLAGGED. ROAD TO BE KEPT CLEAN OF MUD AND DEBRIS AT ALL TIMES.

TOWN OF WEBSTER SANITARY SEWER NOTES SANITARY SEWER LATERALS, FOR THE SINGLE-FAMILY HOMES, ARE TO BE 4" DIA. P.V.C. AND SHALL EXTEND TO THE RIGHT-OF-WAY LINE.

BY

CHKD.

APVLS.

C

ER

MI

ST

A REVISION

PR

0 9 6 1 84 OF E AL S S I ON

1673-1704 WOODARD ROAD

Civil Engineering

SANITARY SEWER IMPROVEMENT PROJECT

---

Land Surveying

DETAIL SHEET

---

Landscape Architecture

W.T.A.

H

DATE

ED

NO.

C

NS

TOWN ENGINEER

HA

L I CE

DATE:

TE EL O R I T Y

RK O IE

TOWN APPROVAL

M.O.R.

OF NEW

I NE

NG

SANITARY SEWER MAINS ARE TO BE POLYVINYL CHLORIDE (P.V.C.), SDR-35, LATERALS TO BE PVC SDR-21.

E

10/17/2022 N.T.S.

Costich Engineering

217 Lake Avenue Rochester, NY 14608 (585) 458-3020

TOWN OF WEBSTER

COUNTY OF MONROE, STATE OF NEW YORK TOWN OF WEBSTER 1000 RIDGE ROAD WEBSTER, NEW YORK 14580

8379

CC501

SHEET 5 OF 5

End of document