CITY OF GLOVERSVILLE SOUTH MAIN STREET€¦ · south main street f,j, & g rail trail woodside...

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G-001

ISSUED FOR BID

18.8252

20-0322

81

ISSUED FOR BID - 5/27/2020

©2020

PROJECT NUMBER:

PROJECT NO. 18.8252

DRAWING NO. 20-0322

C.T. MALE ASSOCIATES

WARNING: IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER

THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF AN

ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING ARCHITECT

SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY

HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

OF THE ALTERATION. ARCHITECTURE

- COMMISSIONER'S REGULATIONS PART 69.5.

WARNING: IT IS A VIOLATION OF THIS LAW FOR ANY PERSON, UNLESS HE IS ACTING

UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,

TO ALTER AN 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 A SPECIFIC DESCRIPTION OF

THE ALTERATION. PROFESSIONAL ENGINEERING AND LAND SURVEYING - ART. 145,

SECTION. 7209

18.8252

CITY OF GLOVERSVILLE

FULTON COUNTY, NEW YORK

S. MAIN STREET TRUNK SEWER REPLACEMENT PHASE 2


Engineering, Surveying, Architecture, Landscape Architecture & Geology, D.P.C.

50 CENTURY HILL DRIVE, LATHAM, NY 518.786.7400

www.ctmale.com

COBLESKILL, NY · GLENS FALLS, NY · POUGHKEEPSIE, NY

JOHNSTOWN, NY · RED HOOK, NY · SYRACUSE, NY

NORTH

NORTH

PROJECT SITE

NEW YORK STATE

NIAGARA

ERIE

ORLEANS

MONROE

WYOMING

WAYNE

GENESEE

CHAUTAUQUA

CATTARAUGUS ALLEGANY

LIVINGSTON

ONTARIO

SCHUYLER

SENECA

CAYUGA

OSWEGO

ONONDAGA

ONEIDA

LEWIS

JEFFERSON

ST. LAWRENCE

FRANKLIN

CLINTON

ESSEX

HAMILTON

SARATOGA

WARREN

MONTGOMERY

ALBANY

COLUMBIA

OTSEGO

SCHOHARIE

GREENE

DELAWARE

ULSTER

SULLIVAN

DUTCHESS

ORANGE

PUTNAM

ROCKLAND

WESTCHESTER

BRONX

KINGS

RICHMOND

QUEENS

NASSAU

SUFFOLK

MADISON

CHENANGO

STEUBEN

CHEMUNGTIOGA

BROOME

TOMPKINS

S

C

H

E

N

E

C

T

A

D

Y

YATES

W

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CORTLAND

HERKIMER

SITE LOCATION MAP

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3 FRONTAGE ROAD

GLOVERSVILLE, NY 12078

518-773-4500

COMMON COUNCIL

WILLIAM ROWBACK, JR. - COUNCILMAN-AT-LARGE

MARICIA WEISS - FIRST WARD

ARTHUR SIMONDS - SECOND WARD

BETSY BATCHELOR - THIRD WARD

ELLEN ANADIO- FOURTH WARD

JAY ZARRELLI - FIFTH WARD

WRANDY SIARKOWSKI - SIXTH WARD

MAYOR

VINCENT DESANTIS

DPW DIRECTOR

CHRISTOPHER PERRY

COMMISSIONER OF FINANCE

TAMMIE WEITERSCHAN

FULTON

CITY OF

GLOVERSVILLE

GENERAL

G-001 TITLE SHEET 1 OF 8

G-002 LEGEND AND GENERAL NOTES 2 OF 8

CIVIL

C-101 SANITARY SEWER PLAN 3 OF 8

C-201 SANITARY SEWER PROFILES 4 OF 8

C-501 STANDARD MANHOLE DETAILS 5 OF 8



C-504 DETAILS 8 OF 8

PROJECT LOCATION

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NOT FOR BID

EXISTINGPROPOSED

SYMBOLFEATURE

EXISTINGPROPOSED

N.Y.S. MILE MARKER

FORCE MAIN

HAND HOLE

CURB STOP

GAS LINE

UNDERGROUND ELECTRIC

UNDERGROUND TELEPHONE

WATER LINE

SANITARY SEWER

STORM SEWER

RAILROAD

IRON PIPE/ROD FOUND

SQUARE/TRIANGULAR MONUMENT

SOIL BORING/GEOPROBE/PAVE CORE

GAS TEST

ROCK OUTCROP

DECIDUOUS/CONIFEROUS SHRUB

UTILITY POLE w/LIGHT

UTILITY POLE w/GUY

CAPPED IRON ROD FOUND

CAPPED IRON ROD SET

TRAVERSE/BASE LINE POINT

WELL

CABLE T.V. PEDESTAL

TELEPHONE PEDESTAL

TRANSFORMER

POLICE / FIRE CALL BOX

GAS DRIP

TRAFFIC SIGNAL POLE

CLEAN OUT

GAS VALVE

WATER VALVE

CATCH BASINS

TELEPHONE MANHOLE

ELECTRIC MANHOLE

STORM MANHOLE

SANITARY MANHOLE

NEWSPAPER BOX

U.S. MAIL BOX

MAIL BOX RESIDENCE

LAMP POST

FIRE HYDRANT

STREET LIGHT

TRAFFIC SIGNAL SUPPORT POLE

UTILITY POLE

BENCH MARK

SPOT ELEVATION

HEDGE

STUMP

DECIDUOUS/CONIFEROUS TREE

EDGE OF WOODS

ROADS

SIDEWALKS

CURB / GUTTER

GRAVEL ROAD/DRIVEWAY

BLACK TOP / CONC. DRIVEWAY

FENCE

STONE WALL

CULVERT w/ END SECTION & PLAIN END

DITCH

STREAM / RIVER

POND/LAKE BOUNDARY

RIPRAP

CONTOURS

BASE LINE / TRAV. PT.

BUILDING

EASEMENT LINE

COUNTY / CITY BOUNDARY

ROAD CENTERLINE

PROPERTY LINE

R.O.W. / ST / HWY BDY

SYMBOLFEATURE

ELECTRIC METER

WETLANDS DELINEATION FLAG

WETLANDS

SILT FENCE

BOX BEAM / CORRUGATED

GUIDE RAIL

GENERAL NOTES:

1. CONTRACTOR SHALL SAW CUT ALL PAVEMENT, ROADS AND DRIVEWAYS TO BE

DISTURBED DURING CONSTRUCTION. ALL ROADS AND DRIVEWAYS SHALL BE

REPLACED IN KIND.

2. CONTRACTOR SHALL REMOVE AND REPLACE IN KIND ANY AND ALL DRAINAGE

CULVERTS DISTURBED WHETHER SHOWN ON PLANS OR NOT.

3. CONTRACTOR SHALL HIRE A PROFESSIONAL LICENSED LAND SURVEYOR TO LOCATE

ALL EXISTING PROPERTY CORNERS AND HIGHWAY MONUMENTATION THAT WILL BE

DISTURBED BY CONTRACTOR AND REPLACE THEM UPON COMPLETION OF THE

PROJECT.

4. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF THE CITY OF GLOVERSVILLE.

5. ANY AND ALL EXISTING PIPE OR CONDUIT IF DAMAGED BY THE CONTRACTOR SHALL

BE REPLACED IN KIND WITH NEW PIPE AT THE CONTRACTORS EXPENSE.

6. CONTRACTOR SHALL RESTRAIN ALL UTILITY POLES TO UTILITY OWNER'S

REQUIREMENTS AS REQUIRED DURING CONSTRUCTION, IF NECESSARY.

7. RECONNECT ALL SUMP PUMP AND/OR FOUNDATIONS DRAINS DISCHARGING TO

CULVERTS PIPES OR DITCHES IN KIND.

8. CONTRACTOR SHALL DISPOSE OF ANY BEDROCK REMOVED FROM TRENCHES WHICH

IS GREATER THAN 1'x1'x1', ANY EXCAVATED ROCK LESS THAN 1 CUBIC FOOT CAN BE

USED FOR BACKFILL OUTSIDE OF THE PIPE ZONE.

9. ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND ARE

FOR INFORMATION ONLY. THEIR EXACT LOCATION SHALL BE VERIFIED AT THE SITE

BEFORE CONSTRUCTION BEGINS. CONTRACTOR SHALL CONTACT DIG SAFELY NEW

YORK AT 1-800-962-7962 PRIOR TO EXCAVATION. CONTRACTOR SHALL COMPLY

WITH ALL PROVISIONS OF NYS CODE RULE 753 (16 NYCRR PART 753).

10. AT THE END OF EACH WORKDAY THE PROJECT SITE SHALL BE LEFT IN A CLEAN AND

SAFE CONDITION. ALL EXCAVATIONS SHALL BE BACKFILLED AND ALL ROADWAYS

SHALL BE CLEANED. NO EXCAVATION SHALL BE LEFT OPEN OVERNIGHT EXCEPT

WITH PRIOR APPROVAL OF THE ENGINEER AND ALL PROPER SAFETY PRECAUTIONS IN

PLACE.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING RECORDS OF THE

LOCATION OF ALL PIPE INSTALLED AND WORK PERFORMED.

12. ALL DUCTILE IRON PIPE INSTALLED UNDER THIS PROJECT SHALL BE THICKNESS

CLASS 52 UNLESS OTHERWISE NOTED.

13. ALL PVC PIPE INSTALLED UNDER THIS PROJECT SHALL BE SDR 26 PVC UNLESS

OTHERWISE NOTED.

14. SEWER MAINS IN RELATION TO WATER MAINS: WHERE POSSIBLE, WATER MAINS

SHALL BE LAID AT LEAST TEN (10) FEET HORIZONTALLY FROM ANY EXISTING OR

PROPOSED SEWER MAIN. VERTICAL SEPARATION SHALL BE MAINTAINED TO PROVIDE

EIGHTEEN (18) INCHES BETWEEN TOP OF SEWER AND THE INVERT OF THE WATER

MAIN AT UTILITY CROSSING. WHEN IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL

SEPARATION, PRESSURE RATED PIPE SHALL BE USED TEN (10) FEET ON EACH SIDE

OF THE WATER MAIN BEING CROSSED.

15. CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, WALKS, CURBS, FENCES ETC.

TO A CONDITION AT LEAST AS GOOD AS THEY WERE BEFORE BEING DISTURBED.

MAILBOXES, POSTS, ETC., SHALL BE PROTECTED OR REMOVED AND REPLACED

EXACTLY AS THEY WERE BEFORE BEING DISTURBED. DAMAGED ITEMS SHALL BE

REPLACED AT THE CONTRACTOR'S EXPENSE.

16. BOX ALL TREES AND HOUSE ALL SHRUBS & HEDGES BEFORE PLACING EARTH

AGAINST OR NEAR THEM. SHRUBS & HEDGES WHICH MUST BE REMOVED DURING

CONSTRUCTION SHALL BE HEALED IN AND REPLANTED IN AS GOOD A CONDITION

AS THEY WERE BEFORE THEIR REMOVAL, ANY DAMAGED TREES, SHRUBS AND/OR

HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

17. ANY WORK IN AND ADJACENT TO EXISTING DITCHES OR DRAINAGE SWALES SHALL

BE RESTORED BY THE END OF EACH DAY.

18. NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE BOUNDARIES

OF ANY EASEMENTS WITHOUT WRITTEN PERMISSION OF THE PROPERTY OWNER.

19. THE CONTRACTOR SHALL VERIFY THE DEPTH OF EXISTING UTILITIES, CROSSING

EITHER BELOW OR ABOVE THE NEW WATER MAIN. METHODS IN DETERMINING

DEPTHS TO UTILITIES WILL BE BY TEST PITS OR BY VACUUM EXCAVATION,

WHICHEVER IS DEEMED ACCEPTABLE AT THE SPECIFIC LOCATION. THE

CONTRACTOR SHALL FOLLOW THE MOST RECENT CODE RULE AS FOUND IN 16NYCRR

PART 753, AS IT PERTAINS TO THE PROTECTION OF UNDERGROUND UTILITIES.

20. TRENCH DEWATERING SHALL BE CONDUCTED USING A PORTABLE PUMP AND HOSE,

AS NECESSARY. EXCESS WATER SHALL BE PUMPED TO A DEWATERING STRUCTURE

OR GEOTEXTILE FILTER BAG LOCATED IN A WELL VEGETATED UPLAND AREA. WHEN

COMPLETED, ALL DEPOSITED SEDIMENTS SHALL BE DISPOSED OF OFF-SITE.

21. CONTRACTOR SHALL FIELD VERIFY SIZES AND TYPES OF ALL SEWER MAINS WHERE

CONNECTIONS ARE REQUIRED ON PLANS. SIZES AND TYPES SHOWN ARE FROM BEST

AVAILABLE RECORDS PROVIDED BY CITY OF GLOVERSVILLE PUBLIC WORKS

DEPARTMENT.

22. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE EROSION

MEASURES WHETHER SHOWN ON THE DRAWINGS OR NOT. IN GENERAL, SILT FENCE,

SILT SOXX AND STONE CHECK DAMS ARE NOT SHOWN ALONG PIPELINE

INSTALLATION ROUTES, HOWEVER SHALL BE INSTALLED TO PREVENT EROSION AND

SEDIMENT TRANSPORT.

ST

ES

SIZE AND TYPE

SIZE AND TYPE

TYPE

SIZE AND TYPE

TYPE

TYPE

TYPE

TYPE

TYPE

TYPE

ST

SIZE AND TYPE

ES

100

100

BL

TYPETYPE

STUMP

ELEV

ELEV

BENCHMARK FOUND

"X" CUT HYD. BOLT

ELEVATION=742.40'

USMB

NUMBER

NUMBER

NUMBER

YARD LIGHT

YL

LP LP

EMH

EMTR

TRANSTRANS

EMH

HHHH

TRAFFIC SIGNAL BOX

TRAFFIC SIGNAL HEAD

SSP SSP

TSPTSP

TSBTSB

PCB FCBPCB FCB

WATER MANHOLE

MB

MILE

MARKER

7

1410

2307

SIGN / BILLBOARD

NB

SHRUB SHRUB

OVERHEAD ELECTRIC

UNDERGROUND CABLE T.V.

ST

SIZE AND TYPE

ST

SIZE AND TYPE

SS

SIZE AND TYPE

SS

SIZE AND TYPE

FM

SIZE AND TYPE

FM

SIZE AND TYPE

SMH SMH

COCO

STMHSTMH

W

SIZE AND TYPE

W

SIZE AND TYPE

CB CBCICBR CB

CBCBCI

CBR

WSO

WV

HYD

WMH

WELL

WV

WSO

HYD

WMH

WELL

G

SIZE AND TYPE

G

SIZE AND TYPE

GV

GD

GT

GV

GD

GT

CIRF

CIRS

IPF

IRF

SMON

TMON

BL

TMON

SMON

SB GP PC

TEST PIT

TP

TP

SB GP PC

UE

UE

EE

OVERHEAD WIRESOHW

UT

UT

TMHTMH

ELECTRIC MANHOLE

EMH

EMH

TPED

UCATV

UCATV

CPED

WLF C-14

WLF-C-14

WLF C-13

WLF

MAINTENANCE OF SANITARY SEWER FLOWS NOTES:

1. CONTRACTOR MUST MAINTAIN SANITARY SEWER FLOWS AT ALL TIMES.

2. CONTRACTOR MAY ASSUME THAT SANITARY SEWER FLOWS VARY BETWEEN

2 MGD AND 10 MGD WITH TYPICAL AVERAGE FLOWS OF 2.0 MGD TO 3.0 MGD IN

EACH OF TWO TRUNK SEWER LINES. COMBINED INSTANTANEOUS PEAK FLOWS

HAVE BEEN RECORDED AT 16 MGD DURING HEAVY RAIN EVENTS.

3. CONTRACTOR SHALL CONFIRM TEMPORARY BYPASS PUMPING LOCATIONS

AND OPERATIONS WITH CITY PRIOR TO INSTALLATION OF ANY BYPASS

PUMPING OPERATIONS.

4. CONTRACTOR SHALL PREPARE A CONSTRUCTION SEQUENCING PLAN

INCLUDING DETAILS OF PYPASS PUMPING AND OTHER MEANS, AS NECESSARY,

FOR MAINTAINING SANITARY SEWER FLOWS. THE SEQUENCING PLAN AND

DETAILS OF SANITARY SEWER FLOW MAINTENANCE SHALL BE SUBMITTED TO

ENGINEER AND CITY FOR APPROVAL.

5. BYPASS PUMPS SHALL UTILIZE FLOATS AND/OR OTHER MEANS FOR

AUTOMATIC CONTROL. PUMPS SHALL BE OUTFITTED WITH HIGH LEVEL

ALARMS AND REMOTE TELEMETRY TO NOTIFY CONTRACTOR OF ISSUES.

PUMPS SHALL HAVE OTHER ALARMS CUSTOMARY FOR AUTOMATIC

CONTINUOUS PUMPIING OPERATIONS SUCH AS PUMP FAILURE, LOW FUEL, ETC.

6. BYPASS PUMPS SHALL BE CRITICALLY SILENCED.

7. CONTRACTOR SHALL SUPPLY TWO BYPASS PUMPS AT EACH BYPASS LOCATION.

ONE PUMP SHALL BE USED FOR NORMAL MAINTENANCE OF SANITARY FLOWS

AND THE OTHER PUMP SHALL BE USED AS A BACK UP PUMP.

8. CONTRACTOR SHALL CONDUCT BYPASS PUMPING OPERATIONS IN SUCH A

MANNER AS TO AVOID SANITARY SEWER OVERLOWS.

9. PIPING USED FOR SUCTION AND DISCHARGE SHALL HAVE TIGHT JOINTS AND

BE LEAK FREE.

10. ELECTRIC POWER IS NOT AVAILABLE FOR BYPASS PUMPING AT THE SITE.

:

:

:

:

LEGEND AND NOTES

JRG

NGK

JRG

ISSUED FOR BID

2020

CITY OF GLOVERSVILLE FULTON COUNTY, NEW YORK

18.8252

5/27/2020

18.8252

AS NOTED

20-0322

8



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JACOB R. GORDON

P.E. NO. 099579

REVISIONS RECORD/DESCRIPTION

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1

DATE

DRAFTED

CHECKED

PROJ. NO

SCALE :

DATE :

UNAUTHORIZED ALTERATION OR

ADDITION TO THIS DOCUMENT IS A

VIOLATION OF THE NEW YORK STATE

EDUCATION LAW.


c

DWG. NO:

SHEET OF

PROJECT NUMBER:

DESIGNED

APPR.DRAFTER CHECK






www.ctmale.com

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RIM 765.90

24" INV OUT 755.45

27" INV OUT 755.70

ELEVATED SMH 41C

RIM 765.96

INV IN 755.71

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RIM769.25

INV THRU 756.55

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24" INV IN 756.35

12" INV IN 756.35

24" INV OUT 756.35

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36" STUMP

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THE CITY OF GLOVERSVILLE

TAX ID 149.9-6-13.11

JOSEPH C WILSON

TAX ID 149.9-6-13.12

COUNTY OF FULTON

TAX ID 149.9-6-14

COUNTY LINE LLC

TAX ID 149.9-6-15

BRANDON DIPASQUALE

TAX ID 149.9-6-7

BRANDON DIPASQUALE

TAX ID 149.9-6-8

BART CERASOULO

TAX ID 149.9-6-9

THE CITY OF GLOVERSVILLE

TAX ID 149.9-6-13.11SB-1

SB-2

LANDS NOW OR FORMERLY OF








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V

C

REMOVE AND REPLACE

EX SMH 41

REMOVE EX 27" VCP AND

REPLACE WITH 27" PVC



2

7

"

P

V

C

REMOVE AND REPLACE

EX SMH 41A

REMOVE 4' OF EX 24" VCP

AND REPLACE WITH 24" PVC

ABANDON EX CONCRETE SEWER

DIVERSION STRUCTURE.

REMOVE EX 24" VCP TO SEWER

DIVERSION STRUCTURE





ABANDON EX SMH



REMOVE AND REPLACE

EX SMH 47

SHED TO BE MOVED BY PROPERTY

OWNER PRIOR TO CONSTRUCTION

SAWCUT EXISTING PAVEMENT FULL

DEPTH

4

C-504

PAVEMENT

REPLACEMENT

REMOVE AND REPLACE

EX SMH 41E

BASE BID SEWER REPLACEMENT

ALTERNATE 1 SEWER REPLACEMENT



ASPHALT CONCRETE REPLACEMENT

LEGEND

1

C-504

SILT FENCE

4

C-504

PAVEMENT

REPLACEMENT

SMH AT SOUTH MAIN

STREET. 12" VCP OUT MAY

BE PLUGGED DURING

CONSTRUCTION. NO

BYPASS PUMPING IS

NEEDED AT THIS

STRUCTURE.

REMOVE EX 27" VCP TO SEWER

DIVERSION STRUCTURE

S

S

SMH 41F



CAREFULLY REMOVE

REMOVE EX 5'x7' SMH

41B, FRAME AND COVER

AND RETURN TO OWNER.

REPLACE WITH NEW SMH

41B 10.5' I.D. PRECAST

CONC STRUCTURE

CONNECT NEW SMH 41B TO

EXISTING 27" PVC WITH NEW 27"

PVC AND FLEXIBLE COUPLING BY

FERNCO, OR EQUAL

CONNECT NEW 27" PVC

WITH EX 27" VCP WITH

FLEXIBLE COUPLING BY

FERNO, OR EQUAL.

ABANDON EX PIPE

CONTRACTOR SHALL

LOCATE SMH 40 TO BE

USED FOR BYPASS PUMPING

DURING ALTERNATE 2

EXISTING FRAME AND COVER ARE

OFFSET FROM THE STRUCTURE.

RE-INSTALL FRAME AND COVER

REPLACE APROXIMATELY 115' OF 6' HIGH

CHAIN LINK FENCE AFTER CONSTRUCTION

OF NEW SEWERS. NO POST OR

FOUNDATION SHALL BE INSTALLED

OVERTOP OF NEW OR EXISTING SEWERS.

GARBAGE PILES TO BE MOVED BY

PROPERTY OWNER PRIOR TO

CONSTRUCTION

CAREFULLY REMOVE AND STORE

FENCE DURING CONSTRUCITON.

FENCE SHALL BE RESET AFTER

CONSTRUCTION

GENERAL NOTES:

1. CONTRACTOR SHALL VERIFY THE SIZE AND MATERIAL OF THE EXISTING

SANITARY SEWER PIPES.

2. CONTRACTOR SHALL VERIFY OUTSIDE DIAMETERS OF THE EXISTING

SEWER PIPES WHERE THE NEW SEWER CONNECTS TO THE EXISTING

SEWER.

3. CONTRACTOR SHALL SWEEP BIKE TRAIL AS NEEDED TO KEEP TRAIL FREE

FROM SEDIMENT AND SAFE FOR PEDESTRIANS.

MANHOLE AND SEWER ABANDONMENT NOTES:

1. UNLESS OTHERWISE SPECIFICALLY NOTED ON THE PLAN, REMOVE AND

DISPOSE OF FRAME, COVER AND MANHOLE TO 4 FEET BELOW GRADE.

FILL REMAINING MANHOLE WITH FLOWABLE FILL. BACKFILL TOP FOUR

FEET WITH CLEAN RUN-OF-BANK GRAVEL.

2. ABANDON SEWERS IN PLACE BY GROUTING SOLID.

REMOVE TREE

INSTALL CONSTRUCTION ENTRANCE

OFF BIKE TRAIL INTO PROJECT SITE

PER DETAIL 2/C-504

BASE BID BYPASS PUMPING NOTES:

1. THE MAXIMUM CAPACITY OF EACH TRUNK LINE IS UNKNOWN. THE

CONTRACTOR SHALL USE TWO BYPASS PUMP OPERATIONS DURING

CONSTRUCTION TO CONTINUE TO KEEP SANITARY FLOWS SPLIT BETWEEN

THE TWO TRUNK LINES DURING BYPASS PUMPING.

1.1. ONE BYPASS OPERATION SHALL PUMP SANITARY FLOWS FROM SMH

20D TO SMH 60

1.2. ONE BYPASS OPERATION SHALL PUMP SANITARY FLOWS FROM SMH

41 TO SMH 47.

2. SEE SHEET G-002 FOR INFORMATION REGARDING SANITARY SEWER

FLOWS.

:

:

:

:

SANITARY SEWER PLAN

JRG

NGK

JRG

ISSUED FOR BID

2020


18.8252

5/27/2020

18.8252

1"=20'

20-0322

8



3

C-101

CAD

D

WG

. FILE N

AM

E:


raw

ings and M

aps\02-Phase 2\C-101.dw

g

JACOB R. GORDON

P.E. NO. 099579


5

7

9

8

6

3

4

2

1

DATE

DRAFTED

CHECKED

PROJ. NO

SCALE :

DATE :




EDUCATION LAW.


c

DWG. NO:

SHEET OF

PROJECT NUMBER:

DESIGNED

APPR.DRAFTER CHECK






www.ctmale.com

BAR SCALE

1 inch = ft.

20 0 10 20 40

20

NOT FOR B

ID

745

750

760

770

745

750

760

770

S1 0+00 S1 1+00 S1 2+00 S1 3+00 S1 4+00 S1 5+00 S1 5+50

745

750

760

770

745

750

760

770

S2 0+00 S2 1+00 S2 2+00 S2 3+00 S2 4+00 S2 4+20

60B

RIM

761.46

SM

H 60B, STA S1 2+

17.05

27" IN

V. IN

755.55

27" IN

V. O

UT 755.55

41B

RIM

763.21

41

RIM

763.97

41A

RIM

769.22

SM

H 41B STA S1 2+

92.33

27" IN

V. IN

755.77

27" IN

V. IN

755.77

27" IN

V. O

UT 755.30

27" IN

V. O

UT 755.30

SM

H 41 STA S1 3+

81.81

27" IN

V. IN

756.17

12" IN

V. IN

756.35

27" IN

V. O

UT 756.14

SM

H 41A STA S1 4+

79.19

27" IN

V. IN

756.55

27" IN

V. O

UT 756.55

27" VCP

24" VCP

282' OF 27" PVC AT 0.29%

27" PVC

77' OF 27" P

VC AT 0.38%

EX

RIM

765.90±

90' OF 27" P

VC AT 0.40%

7' OF 27" PVC AT 0.39%

7' OF 27" PVC AT 0.50%

ABANDON EX CONC SEWER

DIVERSION STRUCTURE

ABANDON EX SMH 60B

EX BIKE

PATH

47

RIM

759.68

SM

H 47 STA S2 -0+

00.00

27" IN

V. IN

753.78

27" IN

V. O

UT 753.78

24" VCP

27" PVC

298' OF 27" P

VC AT 0.34%

EXISTING GROUND

EXISTING GROUND

CONNECT TO EXISTING VCP

WITH FLEXIBLE CONNECTOR.

MATCH INVERT ELEVATION

CONNECT TO EXISTING VCP

WITH FLEXIBLE CONNECTOR

CONNECT TO EXISTING

VCP WITH FLEXIBLE

CONNECTOR

CONNECT TO

EXISTING PVC

BASE BID SEWER REPLACEMENT




LEGEND

12" D.I.P.

WATER MAIN

GAS MAIN

SM

H 41E STA S2 3+

09.82

27" IN

V. IN

754.92

27" IN

V. O

UT 754.82

41E

RIM

763.95

41F

RIM

763.59

SM

H 41F STA S2 3+

56.50

27" IN

V. IN

755.16

27" IN

V. O

UT 755.06

SM

H 41B STA S1 2+

92.33

27" IN

V. IN

755.77

27" IN

V. IN

755.77

27" IN

V. O

UT 755.30

27" IN

V. O

UT 755.30

41B

RIM

763.21

18' OF 27" PVC AT 0.77%

47' OF 27" PVC AT 0.30%

60

RIM

760.00

SM

H 60, STA S1 0+

02.94

27" IN

V. IN

754.49

8" IN

V. IN

754.89

27" IN

V. O

UT 754.49

REMOVE AND DISPOSE OF EXISTING 24

INCH VCP AND REPLACE WITH 27 INCH PVC

REMOVE AND DISPOSE OF

EXISTING 27 INCH VCP AND

REPLACE WITH 27 INCH PVC

REMOVE AND DISPOSE OF

EXISTING 24 INCH VCP AND

REPLACE WITH 27 INCH PVC

BAR SCALE

1 inch = 20 ft.

20 0 10 20

1 inch =

4 ft.

4

:

:

:

:

SANITARY SEWER PROFILES

JRG

NGK

JRG

ISSUED FOR BID

2020


18.8252

5/27/2020

18.8252

AS NOTED

20-0322

8



4

C-201

CAD

D

WG

. FILE N

AM

E:


raw

ings and M


g

JACOB R. GORDON

P.E. NO. 099579


5

7

9

8

6

3

4

2

1

DATE

DRAFTED

CHECKED

PROJ. NO

SCALE :

DATE :




EDUCATION LAW.


c

DWG. NO:

SHEET OF

PROJECT NUMBER:

DESIGNED

APPR.DRAFTER CHECK






www.ctmale.com

SCALE:

CROSS REFERENCE:

HORZ. 1"=

VERT. 1"=

20'

4'

S1 SANITARY SEWER PROFILE1

C-201

NONE

SCALE:

CROSS REFERENCE:

HORZ. 1"=

VERT. 1"=

20'

4'

S2 SANITARY SEWER PROFILE2

C-201

NONE

NOT FOR B

ID

INSTALL GRADE RING(S) & COVER

PER COVER INSTALLATION DETAILS

6/C-503

PRECAST CONCRETE

MANHOLE SECTIONS

SET PLUMB

FINAL GRADE

CUT OFF OR BEND FLAT (NOT

TO CONFLICT WITH CLEAR

OPENING) ALL LIFT EYES

BACKFILL TO

SUIT SURFACE

SETTLEMENT

RESTRICTIONS

FINISH JOINT PER

MANHOLE JOINT DETAIL

IN OR OUT

SEWER PIPE

INVERT

COMPACTED LEVEL CRUSHED

STONE SUBBASE 12" MIN ON

EARTH 6" MIN ON ROCK

INSTALL HEAVY FILTER FABRIC TO PREVENT MIGRATION

OF WET, FINE SILTY SOIL INTO STONE SUBBASE,

UNLESS OTHERWISE DIRECTED BY ENGINEER

UNDISTURBED

EARTH OR ROCK

FIRMLY COMPACT

SUBBASE OR PIPE

BEDDING TIGHT UP

UNDER PIPE

SCALE:

CROSS REFERENCE:

PRECAST CONCRETE MH INSTALLATION

NONE

4

C-501

NONE

12" MIN

ALL

AROUND

LIMIT DISTANCE TO FIRST PIPE

JOINT PER PIPE-TO-MANHOLE

DETAIL

NOTES:

1. CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH (f'c) of 4,000

P.S.I. AND HAVE BETWEEN 5% AND 8% ENTRAINED AIR.

2. STRUCTURES SHALL BE WET CAST ONLY.

PIPE OF SIZE AND TYPE SHOWN ON PLAN

MANHOLE FRAME

AND COVER

CONC BENCH TYPICAL

BOTH SIDES

PIPE OF SIZE AND TYPE

SHOWN ON PLAN

6

"

M

I

N

W

A

L

L

C COVER

L

MANHOLE FRAME & COVER R-1557-A4 BY

NEENAH FDY. INC. OR APPROVED EQUAL WITH

"SANITARY SEWER" CAST IN RAISED LETTERS

MORTAR

30" DIA

STEEL REINFORCED COPOLYMER

POLYPROPYLENE MANHOLE STEPS

GRADE RINGS

8" MINIMUM

20" MAXIMUM

MANHOLE CONE SECTION

USE FLAT SLAB TOP ONLY

WHEN CONE SECTION WILL

NOT FIT ON SHALLOW MH'S

BUTYL ROPE AS PRIMARY

JOINT SEALER

5" MINIMUM WALL

THICKNESS

BITUMINOUS COATING

5

°

PRECAST HOLE WITH

KOR-N-SEAL BOOT

AROUND PIPE (TYP)

CONC BENCH

SUB-BASE

UNDISTURBED

EARTH OR ROCK

12" MIN

ALL

AROUND

MANHOLE RISER SECTION

MANHOLE BASE SECTION

5'-0" DIA

STANDARD - CRUSHED STONE 6"-12" DEEP 1' MIN LARGER ALL

AROUND THAN MANHOLE OUTSIDE DIA

ALTERNATE - CAST IN PLACE REINFORCED CONCRETE

SCALE:

CROSS REFERENCE:

CONE TOP PRECAST

SANITARY MANHOLE DETAIL

NONE

1

C-501

NONE

SECTION

B

A

A

PLAN

B

A

PLAN

5

°

SECTION

B

B

A


SHOWN ON PLAN

MANHOLE FRAME CAST IN LID

CONC BENCH TYPICAL

BOTH SIDES


SHOWN ON PLAN

6

"

M

I

N

W

A

L

L

MANHOLE FRAME & COVER R-1557-A4 BY

NEENAH FDY. INC. OR APPROVED EQUAL WITH

"SANITARY SEWER" CAST IN RAISED LETTERS

3" TOPSOIL AND SEEDING

STEEL REINFORCED COPOLYMER

POLYPROPYLENE MANHOLE STEPS

FINISHED GRADE

BUTYL ROPE GASKET

TYPICAL AT ALL JOINTS

CONC BENCH

UNDISTURBED EARTH OR ROCK

12" MIN

ALL

AROUND

32"

10-6" DIA

12"

O.C.

8"

PRECAST REIN

FO

RCED

CO

NCRETE

MAN

HO

LE SECTIO

NS AS

MAN

UFACTU

RED

BY FO

RT M

ILLER

CO

, IN

C., O

R APPRO

VED

EQ

UAL.

SUB-BASE

STANDARD - CRUSHED STONE 6"-12" DEEP 1' MIN LARGER

ALL AROUND THAN MANHOLE OUTSIDE DIA

ALTERNATE - CAST IN PLACE REINFORCED CONCRETE

A

B B

2"± PIPE

PROJECTION INTO

MH (TYPICAL)

FORM

SMOOTH

CURVE

ALIGN 0.8 DEPTHS

OF DIFFERENT

SIZE PIPES

ONE-WAY INVERT

0.8 ID

1/2 " MIN.

PITCH

ACROSS MH

0.8 ID

MULTIPLE INVERT

PLAN

FORM

SMOOTH

CURVE

IN INVERT

LESS

TH

AN

2"

OUT

INVERT

STEEL TROWEL SMOOTH

ALL CHANNEL &

BENCHWALL SURFACES

PIPE

SLOPE TOP OF

BENCHWALL

2" PER FOOT

SOLID CAST-IN-PLACE

CONCRETE AIR

ENTRAINED 4000 PSI MIN.

INVERT

SAWED HALF PIPE

MAY BE USED

CHANNEL DEPTH

0.8 PIPE ID

SCALE:

CROSS REFERENCE:

FLAT TOP PRECAST

SANITARY MANHOLE DETAIL

NONE

2

C-501

NONE

SCALE:

CROSS REFERENCE:

INVERT CHANNEL AND BENCHWALLS

NONE

3

C-501

NONE

STANDARD INVERT

SMOOTH DROP

INVERT FILLET

SECTION

ENLARGED 50%

B

SECTION

A

PRECAST HOLE WITH

KOR-N-SEAL BOOT

AROUND PIPE (TYP)

:

:

:

:

DETAILS

JRG

NGK

JRG

ISSUED FOR BID

2020


18.8252

5/27/2020

18.8252

AS NOTED

20-0322

8



5

C-501

CAD

D

WG

. FILE N

AM

E:


raw

ings and M


g

JACOB R. GORDON

P.E. NO. 099579


5

7

9

8

6

3

4

2

1

DATE

DRAFTED

CHECKED

PROJ. NO

SCALE :

DATE :




EDUCATION LAW.


c

DWG. NO:

SHEET OF

PROJECT NUMBER:

DESIGNED

APPR.DRAFTER CHECK






www.ctmale.com

NOT FOR B

ID

GENERAL

1. LOCATION AND SPACING

A. AT END OF EACH SEWER LINE.

B. AT ALL INTERSECTIONS OF SEWERS 8 INCHES AND LARGER.

C. AT ALL CHANGES IN SIZE, ALIGNMENT AND GRADE OF SEWER.

D. MAXIMUM CENTER-TO-CENTER SPACING NOT GREATER THAN 400

FEET FOR SEWERS 15 INCHES OR LESS AND 500 FEET FOR SEWERS

18 INCHES TO 30 INCHES.

2. SIZE

A. MINIMUM DIAMETER - 4 FEET INSIDE - SEE PLAN FOR SIZES.

B. FOR MANHOLES WITH INTERIOR DROP PIPE OR 24' PIPE SIZE OR

LARGER, 5 FEET DIAMETER MINIMUM.

C. ACCESS OPENING 24 INCHES CLEAR MINIMUM.

A. ALL PRECAST CONCRETE UNITS SHALL BE MANUFACTURED IN

ACCORDANCE WITH ASTM C478-(LATEST REVISION) AT A STRENGTH

OF 4,000 PSI AT 28 DAYS.

3. PRECAST CONCRETE MATERIAL

1. USE TYPE I, TYPE II OR TYPE III CEMENT.

2. USE AIR ENTRAINING ADMIXTURE TO ACHIEVE 5 TO 8%

AIR CONTENT IN FRESH CONCRETE, OR USE AIR

ENTRAINING CEMENT TYPE IA, TYPE IIA OR TYPE IIIA.

3. ONLY THE WET-CAST PROCESS SHALL BE USED. DRY-CAST

CONCRETE UNITS ARE NOT ACCEPTABLE. DURING POURING,

FORMS SHALL BE VIBRATED AS WELL AS DIRECTLY

VIBRATING THE IN-PLACE CONCRETE AS MUCH AS POSSIBLE.

4. NO EXTRA EXTERNAL WATERPROOF COATING WILL

BE REQUIRED ON ANY PRECAST UNIT.

4. INSTALLATION

A. AS A MINIMUM, ALL MANHOLE BASES SHALL BE SET ON A SUBBASE

LAYER OF CRUSHED STONE, AT LEAST 12 INCHES THICK ON

UNDISTURBED EARTH, AND AT LEAST 6 INCHES ON ROCK, AND

EXTENDING 12 INCHES LARGER ALL AROUND THAN THE OUTSIDE OF

THE MANHOLE BASE.

B. MANHOLE BASES ARE NOT TO BE PLACED ON AN UNSTABLE

SUBBASE CONDITION. ADDITIONAL EXCAVATION, DEWATERING,

STABILIZATION PRODUCTS OR OTHER APPROVED METHODS, AS

REQUIRED, SHALL BE COMPLETED TO ASSURE A FIRM CRUSHED

STONE SUBBASE.

C. ANGULAR CRUSHED STONE, SIZE NO. 2 - (3/4" - 1 1/2").

D. MANHOLE BASES SHALL BE SET IN A "TRUE AND PLUMB" MANNER

IN THEIR PROPER LOCATION.

E. MANHOLE JOINTS SHALL BE CLEAN PRIOR TO THE PLACEMENT OF A

DOUBLE LOOP OF 1" MIN BUTYL ROPE.

CONE SECTION

1. OPENING AND APPLICATION

A. CONE SECTION MUST HAVE 24 INCH CLEAR OPENING.

B. ECCENTRIC CONE SECTION SHALL BE USED AS STANDARD.

2. INSTALLATION

A. LIFTING HOOKS SHALL BE BENT OVER AFTER THE PLACEMENT OF

THE CONE SECTION, NOT TO PROTRUDE INTO THE 24 INCH CLEAR

OPENING. LIFTING HOOKS SHALL BE CAST IN SUCH A MANNER BY

THE MANUFACTURER AS TO NOT BE PROTRUDING INTO THE 24 INCH

CLEAR OPENING.

B. MANHOLE JOINTS SHALL BE CLEAN, PRIOR TO THE PLACEMENT OF A

DOUBLE LOOP OF 1" MIN BUTYL ROPE, FOR THE PLACEMENT OF EACH

CONE SECTION.

RISER SECTION

1. APPLICATION, REINFORCEMENT, THICKNESS AND DESIGN

A. RISER SECTIONS SHALL HAVE A MINIMUM HEIGHT OF 1' - 0".

B. BETWEEN THE BASE AND CONE, THE LEAST AMOUNT OF RISER

SECTIONS WHICH CAN BE USED, PRODUCING THE FEWEST JOINTS,

UNLESS OPENINGS WILL NOT PERMIT SHALL BE THE REQUIRED

AMOUNT OF RISERS USED.

C. SECTION JOINTS SHALL BE OF THE PLAIN BELL AND SPIGOT OR

TONGUE AND GROOVE DESIGN.

2. INSTALLATION

A. MANHOLE JOINT SEALING SHALL ONLY BE APPLIED TO CLEAN JOINTS,

ASSURING A TOP QUALITY WATERPROOF BOND. PRIOR TO PLACING

EACH SECTION INTO PLACE, CLEAN OFF THE BOTTOM JOINT. MANHOLE

JOINT SEALING, SHALL BE A 1" WIDE PERFORMED, READY-TO-APPLY,

FLEXIBLE BUTYL ROPE, SUCH AS E-Z STIK BY CONCRETE PRODUCTS

SUPPLY CO., THAT IS WRAPPED AROUND THE MANHOLE JOINT IN TWO

LOCATIONS JUST BEFORE JOINING THE SECTIONS. A PAPER WRAPPER

ON ONE SIDE IS PEELED OFF DURING INSTALLATION.

B. STEP ALIGNMENT IN THE VERTICAL AND HORIZONTAL POSITIONS

SHALL BE MANDATORY, IN THE MANUFACTURING PROCESS OF EACH

SECTION CAST, AND IN THE FIELD PLACEMENT OF EACH

SUCCESSIVE PIECE UPON ANOTHER.

CONCRETE GRADE RING

1. PLACEMENT, APPLICATION AND QUALITY REQUIREMENTS

A. A MINIMUM OF 4 INCHES AND MAXIMUM OF 12 INCHES OF PRECAST

CONCRETE GRADE RINGS CEMENT MORTARED TOGETHER SHALL BE USED

ON TOP OF ALL PRECAST TOP SECTIONS UNDERNEATH THE MANHOLE

COVER AND FRAME. GRADE RINGS OF VARIOUS THICKNESSES MAY BE

USED, A MINIMUM NUMBER OF GRADE RINGS SHALL BE USED TO

ACHIEVE GRADE ADJUSTMENT (NUMEROUS THIN LAYERS WILL NOT BE

ACCEPTABLE). CEMENT MORTAR MAY BE USED TO SUPPLEMENT THE

GRADE RINGS IN ORDER TO ACHIEVE EXACT ADJUSTMENT TO GRADE.

THE GRADE RINGS SHALL BE CAST AT THE MANUFACTURERS, IN A

MANNER, TO ALLOW CORRECT ALIGNMENT OF THE 24 INCH CLEAR

OPENINGS AND 40 INCH DIAMETER CIRCUMFERENTIAL SURFACES, AS

EACH SECTION IS PLACED UPON ANOTHER.

B. LIFTING EYES SHALL BE OF A DIAMETER AND ADEQUATE STRENGTH

TO ALLOW THE PROPER PLACEMENT OF EACH GRADE RING. LIFTING

EYES SHALL BE BENT OVER AFTER THE PLACEMENT OF THE GRADE

RING, NOT TO PROTRUDE INTO THE 24 INCH CLEAR OPENING.

LIFTING EYES SHALL BE CAST IN SUCH A MANNER BY THE

MANUFACTURER AS TO NOT BE PROTRUDING INTO THE 24 INCH

CLEAR OPENING.

C. THE STEEL REINFORCEMENT SHALL HAVE ADEQUATE CEMENT COVER

AND NOT PROTRUDE INTO THE SMOOTH INSIDE AND OUTSIDE FACES

OF THE GRADE RING.

D. BROKEN OR CRACKED, AND BOWED, OR OUT OF SHAPE GRADE RINGS

SHALL BE REJECTED.

E. CEMENT MORTARED JOINTS SHOULD BE OF GOOD QUALITY WITHOUT

VOIDS AND ADEQUATE THICKNESS TO PROVIDE BONDING. EACH

CONE SECTION TOP SURFACE SHALL BE CLEAN PRIOR TO THE

PLACEMENT OF THE MORTAR AND GRADE RING. EACH CONSECUTIVE

CONCRETE GRADE RING PLACED SHALL HAVE A CLEAN TOP AND

BOTTOM SURFACE, INCLUDING THE FRAME AND COVER. THE MORTAR

SHALL NOT PROTRUDE INTO THE 24 INCH CLEAR OPENING, AND

SHALL BE STRUCK FLUSH TO THE INSIDE SURFACES, IN A NEAT AND

GOOD WORKMANSHIP PROCEDURE.

2. PRECAST CONCRETE MATERIAL/CEMENT MORTAR

A. TYPE M CEMENT MORTAR SHALL BE USED, (2,500 PSI MIN.

COMPRESSIVE STRENGTH AT 28 DAYS). TYPE II, IIA, III AND IIIA

CEMENT CONFORMING TO ASTM C150 SHALL BE USED. TYPE I

CEMENT WILL NOT BE ACCEPTABLE.

B. MORTAR SANDS SHALL BE FREE FROM ORGANIC MATERIALS AND

CONFORM IN AGGREGATE SIZE TO THE GRADING LIMITS

DESIGNATED IN ASTM C144.

C. WATER SHALL BE CLEAN AND FREE OF ACIDS, SUGARS AND OTHER

IMPURITIES.

D. PREMIXED MORTARS MAY BE USED THAT CONFORM TO ALL OF THE

RELATED REQUIREMENTS.

PRECAST CONCRETE MANHOLE JOINT

1. CONFIGURATION REQUIREMENT

A. SECTION JOINTS SHALL BE OF THE PLAIN BELL AND SPIGOT OR

TONGUE AND GROOVE DESIGN

2. REINFORCEMENT AND QUALITY

A. WALL STEEL REINFORCEMENT SHALL EXTEND INTO THE JOINT LIPS

VERTICALLY AND HORIZONTALLY WITH THE PROPER AMOUNT OF

COVER FROM EACH FACE.

B. REINFORCEMENT SHALL NOT PROTRUDE INTO THE JOINT FACES. THE

JOINT FACES SHALL BE SMOOTH, AND FIT TOGETHER IN A GOOD

WORKMANSHIP MANNER. BROKEN, CRACKED AND/OR CHIPPED

JOINTS, SHALL BE REJECTED.

C. EXCESS CONCRETE SHALL BE REMOVED FROM THE JOINT LIP

FACES AND EDGES, PRESENT AFTER THE CASTING PROCESS, TO

ASSURE A TOP QUALITY BOND AND FIT.

3. INSTALLATION

A. PRIOR TO PLACING ANY MANHOLE SECTION TOGETHER, THE

CONCRETE MANHOLE JOINT SHALL BE CLEAN OF ANY DELETERIOUS

MATERIALS. TWO STRANDS OF FLEXIBLE BUTYL ROPE, OF THE

REQUIRED DIAMETER, SHALL BE CAREFULLY PLACED ON EACH

INTERIOR AND EXTERIOR JOINT LIP FACE. THE BOTTOM JOINT LIPS

SHALL BE CLEANED PRIOR TO LOWERING EACH SECTION ON THE

FLEXIBLE BUTYL ROPE, ASSURING A TOP QUALITY WATERPROOF BOND.

B. EXCESS FLEXIBLE BUTYL ROPE SHALL BE CUT FLUSH WITH THE

INSIDE WALL SURFACES.

FRAME AND COVER (STANDARD)

1. MATERIALS

GRAY CAST IRON IN COMPLIANCE WITH ASTM A48, CLASS 30B MINIMUM

2. DESIGN LOADING

AMERICAN ASSOCIATION OF HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO), H20-44 LIVE LOAD (32,000 LBF) TRUCK AXLE LOAD.

3. APPLICATION

STANDARD FRAME AND COVERS SHALL BE USED IN ALL PAVEMENT

INSTALLATION AREAS UNLESS OTHERWISE DIRECTED BY THE OWNER.

WATERTIGHT/LOCKING FRAME AND COVERS SHALL BE USED IN ALL

OFF PAVEMENT APPLICATIONS UNLESS OTHERWISE DIRECTED BY THE

OWNER.

MANHOLE NOTES

3" M

IN

6 3/8"

5 1/8"3 3/8148 1/215 7/16PS2-PFSM.A. INDUSTRIES INC*

*OR EQUAL

M.A. INDUSTRIES INC*PS-6-DL 14 9 1/2 12 3/4 3 1/8

A

SECTION

A

4" APPROX

SECTION

A

A

FIRST JO

IN

T

PVC STD RUBBER GASKET PIPE JOINT ONLY 3' MAX

PLAN

1" COVER MIN

A

SECTION

A

INSIDE FACE

OF MANHOLE

IN OR OUT

SEWER PIPE

FLEXIBLE RUBBER BOOT SEAL

ASSEMBLY IN CORED HOLE

(ASTM C923)

SERIES 304 STAINLESS BAND CLAMP

SERIES 305 STAINLESS SCREW APPLY WITH

TORQUE WRENCH SET TO 60-70 IN LBS

TOP OF

BASE SLAB

FLEXIBLE PIPE JOINT

OR JOINT COUPLING

(PER TABLE)

PRECAST CONCRETE

BASE SECTION

FLEXIBLE JOINT REQUIREMENTS

2" OR 3"

THICK

STEEL REINFORCEMENT

CENTER LAYER #3 BAR

BENT ALL AROUND

4",6"OR

8" THICK

STEEL REINFORCEMENT

TOP & BOTTOM LAYER #3

BAR BENT ALL AROUND

SMOOTH INSIDE &

OUTSIDE SURFACES

TOP & BOTTOM MAY

BE ROUGHER

STEEL LIFT EYE SET AT

ANGLE (2 REQ'D) CUT OFF

AFTER RING INSTALLATION

PRIOR TO MORTARING

USE AIR ENTRAINED CONCRETE 4000 PSI MIN

1. MH STEP DESIGN AND INSTALLITION SHALL COMPLY WITH ALL OSHA REGULATIONS.

2. ALL DIMENSIONS ARE IN INCHES

1/2" GRADE 60 STEEL

REINFORCEMENT

NOTE:

CAST IN PLACE OR

PRESS FIT ACCEPTABLE

LOCATE STEPS IN

LINE OVER WIDEST

PART OF BENCHWALL

COVER

GRADE RING(S)

(NO STEPS)

CONE SECTION

(NO STEPS IN

FLAT TOP)

RISER SECTION

BASE SECTION

STEPS 12" O/C IN

ALL SECTIONS

STEPS 12" O/C

BETWEEN ALL

SECTIONS

12" MAX ABOVE

CROWN OF

LARGEST PIPE

BENCHWALL

SCALE:

CROSS REFERENCE:

FORMED OR CORED HOLE WITH FLEXIBLE PIPE-TO-MH-JOINT

NONE

1

C-502

NONE

SCALE:

CROSS REFERENCE:

COPOLYMER POLYPROPYLENE PLASTIC MN STEP

NONE

4

C-502

NONE

SCALE:

CROSS REFERENCE:

MH STEP PLACEMENT

NONE

3

C-502

NONE

SCALE:

CROSS REFERENCE:

PRECAST CONCRETE MH GRADE RING

NONE

2

C-502

NONE

SEWER PIPE TYPE FLEXIBLE JOINT TYPE IN & OUT "A"DISTANCE (FT)

ACCEPTABLE MANHOLE STEPS

MANUFACTURER

PATTERN

NUMBER

"A"

STEP WIDTH

4" MIN TO

10" MAX

"A" DISTANCE PER TABLE

4"

8

"

2

4

"

D

I

A

4

0

"

D

I

A

"A"

"B"

"D

"

"C"

"E"

"B"

LEG LENGTH

"C"

RUNG CLEAR

"D"

EMBEDMENT

"E"

RUNG CLEAR

ALUMINUM ALLOY KORBAND

HOLDING BOOT

2" MIN PROJECTION INTO MH

AT PIPE SPRINGLINE

:

:

:

:

DETAILS

JRG

NGK

JRG

ISSUED FOR BID

2020


18.8252

5/27/2020

18.8252

AS NOTED

20-0322

8



6

C-502

CAD

D

WG

. FILE N

AM

E:


raw

ings and M


g

JACOB R. GORDON

P.E. NO. 099579


5

7

9

8

6

3

4

2

1

DATE

DRAFTED

CHECKED

PROJ. NO

SCALE :

DATE :




EDUCATION LAW.


c

DWG. NO:

SHEET OF

PROJECT NUMBER:

DESIGNED

APPR.DRAFTER CHECK






www.ctmale.com

NOT FOR B

ID

Y

S

E

W

E

R

Y

R

A

T

I

N

A

S

PLAN

SECTION

"G" = 1 3/8 "

"H" = 8"

A

A

PRECAST CONCRETE

MANHOLE SECTION


JOINT SEALER (1" WIDE)

EXTEND WALL STEEL

REINFORCEMENT

INTO JOINT LIPS

EXTEND WALL STEEL

REINFORCEMENT

INTO JOINT LIPS

PRECAST CONCRETE

MANHOLE SECTION


JOINT SEALER (1" WIDE)

RUBBER PLUG

PARTIAL PENETRATING LIFT

HOLE (NO GROUT REQD)

FULL PENETRATING LIFT

HOLE SEAL WITH RUBBER

PLUGS PROVIDED BY THE

MANUFACTURER

FULL PENETRATING LIFT HOLEPARTIAL PENETRATING LIFT HOLE

NET COVER

THICKNESS

3/4 "DIA VENT HOLE LOCATED

IN RAISED RIB ON COVER

EXTEND COVER REINFORCING RIBS

DOWN TO PROTECT CAP VENT

4"MIN TO 12"MAX

PRECAST CONCRETE

GRADE RING(S) &

CEMENT MORTAR

SMOOTH CEMENT MORTAR

FILLET OUTSIDE

TOOLED JOINT INSIDE

SET FRAME TO MATCH

PAVEMENT SLOPE

COAT BRICK WITH

CEMENT MORTAR

OUTSIDE

CONE

CEMENT MORTAR BED WITH

JOINTS TROWELED SMOOTH

INSIDE & OUT. CUT OFF LIFT

EYES AND MORTAR OVER.

CEMENT MORTAR BED WITH

JOINTS TROWELED SMOOTH

INSIDE & OUT. CUT OFF LIFT

EYES AND MORTAR OVER.

4"MIN TO 12"MAX

PRECAST CONCRETE

GRADE RINGS &

CEMENT MORTAR

SMOOTH CEMENT MORTAR

FILLET OUTSIDE.

TOOLED JOINT INSIDE

SLOPE FINAL

GRADE AWAY

CONE

IN UNPAVED AREAS

LETTERING 1 3/4 " HIGH

RAISED 1/4 "- LOCATE 180°

APART ON PERIMETER

NON-SKID COVER

DESIGN, CIRCULAR

RAISED RIB PATTERN

REINFORCING

RIBS

MACHINED

NON-ROCKING

SEATS

FLANGE BRACING

WEB (6 REQ'D)

SYRACUSE CASTINGS MODEL # SC 1009 OR EQUAL

APPROXIMATE WEIGHT OF COVER 160 LBS

APPROXIMATE WEIGHT OF FRAME 220 LBS

NEENAH FOUNDRY COMPANY MODEL #R-1556 OR EQUAL

APPROXIMATE WEIGHT OF COVER 125 LBS

APPROXIMATE WEIGHT OF FRAME 152 LBS

SCALE:

CROSS REFERENCE:

MANHOLE JOINT

NONE

4

C-503

NONE

SCALE:

CROSS REFERENCE:

SAFETY VENT OR CAP VENT HOLE

NONE

2

C-503

1/C-503

SCALE:

CROSS REFERENCE:

CAST IRON MH COVER INSTALLATION

NONE

6

C-503

NONE

SCALE:

CROSS REFERENCE:

FULL PENETRATING

PICK HOLE

NONE

3

C-503

1/C-503

SCALE:

CROSS REFERENCE:

STANDARD CAST IRON MH COVER

NONE

1

C-503

NONE

IN PAVED AREAS

3/4"

2 1/4"

1 1/2"

3/4"

1 1/8"

3/8"

1"

3/4"

1 3/8"

1/8"

3/4"

"A" = (27 7/8" MIN)

"B" = 26"

1/8" CLEARANCE

"C" = 25 3/4"

"D" = 24"

"E" = (27" MAX)

"F" = (34" MIN, 40" MAX)

Bc/4, 4"MIN

NOMINAL

SIZE

ID

MIN WALL

THICKNESS

T

PIPE DIMENSIONS

BARREL

OD(AVG)

Bc

ID/4 Bc/8 Bc/6 Bc/4 Bc/2 Bd(ft)

1.

POLYVINYL CHLORIDE SEWER PIPE SDR 26 WALL

TRENCH DIMENSIONS

1. DIMENSIONS BASED ON POLYVINYL CHLORIDE PIPE SDR 26 WALL. (ASTM D 3034 & ASTM F 679)

GENERAL NOTES

EXCAVATION, TRENCHING, SHEETING AND SHORING REQUIREMENTS:

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY OF ALL SHEETING

AND SHORING USED AND FOR ALL DAMAGE RESULTING FROM ITS FAILURE OR

FROM PLACING, MAINTAINING AND REMOVING IT.

B. REQUIREMENTS OF REGULATORY AGENCIES:

1. SUBPART 23-4, "EXCAVATION OPERATIONS", OF NEW YORK

STATE DEPARTMENT OF LABOR INDUSTRIAL CODE RULE 23.

2. SUBPART P, "EXCAVATIONS" OF UNITED STATES DEPARTMENT

OF LABOR OSHA REGULATIONS FOR CONSTRUCTION.

3. THE MORE STRINGENT REQUIREMENT IN EACH OF THE ABOVE CODES

SHALL APPLY. THESE REQUIREMENTS ARE MINIMUM REQUIREMENTS

AND SHALL BE INCREASED IF NECESSARY TO PROVIDE SAFE

WORKING CONDITIONS.

4. ALL MUNICIPAL, COUNTY, STATE, OR FEDERAL ORDINANCES,

REGULATIONS, OR LAWS AND ALL NECESSARY PERMITS AND APPROVALS

OBTAINED BY THE CONTRACTOR SHALL BE OBSERVED.

NEAT TRENCH DIMENSIONS=

MAX PAYMENT WIDTH FOR:

1.ROCK EXCAVATION

2.BEDDING

3.SPECIAL TRENCH BACKFILL

& PIPE ZONE BACKFILL

TRENCH BACKFILL

ALL EXCAVATION AND

TRENCHING SHALL MEET OSHA

REQUIREMENTS AND ALL

STATE AND LOCAL SAFETY

REGULATIONS SEE GENERAL

NOTES, THIS DRAWING

NOTE:

1. COMPACTED PIPE ZONE BACKFILL AND TRENCH BACKFILL TO BE SATISFACTORILY EXCAVATED

MATERIAL OR SPECIAL TRENCH BACKFILL, AS REQ'D BY THE SPECIFICATIONS.

PIPE ZONE BACKFILL CAREFULLY PLACED

AND BACKFILLED TO PROTECT PIPE

FILTER FABRIC

CRUSHED STONE BEDDING

OPTIONAL EXTRA BEDDING AOBE

NOTE:

EXCAVATE TO A MIN OF 6" BELOW BELL FOR 24"

AND SMALLER PIPE AND A MIN OF 9" BELOW BELL

FOR 30" AND LARGER PIPE.

ALL EXCAVATION AND TRENCHING

SHALL MEET OSHA REQUIREMENTS

AND ALL STATE AND LOCAL

SAFETY REGULATIONS SEE

GENERAL NOTES, THIS DRAWING

BOTTOM OF PIPE

ROCK

EARTH

EARTH

ROCK

SEE NOTE

ABOVE

BELL

PAYMENT LIMITS FOR

ROCK EXCAVATION

SCALE:

CROSS REFERENCE:

TYPICAL TRENCH DETAIL

NONE

7

C-503

NONE

SCALE:

CROSS REFERENCE:

TYPICAL TRENCH WITH ROCK EXCAVATION

NONE

5

C-503

NONE

SCALE:

CROSS REFERENCE:

PVC BEDDING

NONE

8

C-503

NONE

ALL ITEMS DISTURBED TO BE RESTORED TO

FULL LIMIT OF DISTURBANCE

TREN

CH

EXCAVATIO

N AS REQ

UIRED

IN

CLU

DED

IN

IN

STALLATIO

N O

F PIPE IN

PLACE

Bd

12"

PIPE ZO

NE BACKFILL

AN

D BED

DIN

G

I

D

B

c

Bd

PIPE ZO

NE

BED

DIN

G

Bc

12" M

IN

B

c

I

D

Bd

d

ROCK

EXCAVATION

BELOW PIPE

0.323"8" 8.400" 2" 2" 2" 3" 5" 3.0' 6"

0.481"12" 12.500" 3" 2" 3" 4" 7" 3.5' 6"

0.954"

1.075"

24"

27"

24.803"

27.953"

6"

7"

13"

14"

4"

4"

5"

5"

7"

7"

4.0'

4.0'

6"

9"

MAXIMUM PAYMENT LIMIT

1. PAVEMENT 9'

2. PAVEMENT SUBBASE 9'

3. TOPSOIL, FERTILIZER AND SEEDING 30' (EASEMENT AREAS ONLY)

2

C-503

VENT HOLE

4 REQ'D

3

C-503

PICK HOLE 2 REQ'D

180° APART ON

PERIMETER

:

:

:

:

DETAILS

JRG

NGK

JRG

ISSUED FOR BID

2020


18.8252

5/27/2020

18.8252

AS NOTED

20-0322

8



7

C-503

CAD

D

WG

. FILE N

AM

E:


raw

ings and M


g

JACOB R. GORDON

P.E. NO. 099579


5

7

9

8

6

3

4

2

1

DATE

DRAFTED

CHECKED

PROJ. NO

SCALE :

DATE :




EDUCATION LAW.


c

DWG. NO:

SHEET OF

PROJECT NUMBER:

DESIGNED

APPR.DRAFTER CHECK






www.ctmale.com

NOT FOR B

ID

F

L

O

W

SECTION

PERSPECTIVE VIEW

F

L

O

W

NOTES:

1. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.

2. FILTER CLOTH SHALL BE FASTENED SECURELY TO POSTS.

3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY

6", FOLDED AND STAPLED.

4. FILTER CLOTH SHALL BE MIRAFI 100X OR APPROVED EQUAL.

5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL SHALL BE REMOVED WHEN

"BULGES" DEVELOP IN THE SILT FENCE. WHEN THE ACCUMULATED SEDIMENT REACHES 30% OF

THE SILT FENCE HEIGHT, THE SEDIMENT SHALL BE REMOVED AND DISPOSED OF IN AN

APPROPRIATE UPLAND AREA.

6. PREFABRICATED UNITS SHALL BE MIRAFI SILT FENCE, MIRAFI ENVIROFENCE OR APPROVED

EQUIVALENT.

REPLACE EXISTING

SOIL AND COMPACT

FILTER CLOTH

(GEOTEXTILE FABRIC)

36" MIN. FENCE POST

UNDISTURBED

GROUND

HEIGHT OF FILTER

18" MIN.

6"MIN

10' M

A

X

C

TR

TO

C

TR

36" MIN. LENGTH FENCE

POSTS DRIVEN MIN. 16"

INTO GROUND

EMBED FILTER CLOTH

MIN 6" INTO GROUND

4"

20" M

IN

.

16"

MIN

.

FIN

IS

H

ED

G

R

A

D

E

SCALE:

CROSS REFERENCE:

STANDARD SILT FENCE

NONE

1

C-504

C-101

SCALE:

CROSS REFERENCE:

STABILIZED CONSTRUCTION

ENTRANCE DETAIL

NONE

2

C-504

NONE

PLAN VIEW

PROFILE

50' MIN

6"

MIN

6" HIGH MOUNTABLE

BERM (SEE NOTE 6)

EXISTING

PAVEMENT

# 2 CRUSHED STONE

FILTER FABRIC-MIRAFI 180N OR EQUAL

EXISTING

GROUND

EXISTING

PAVEMENT

50' MIN

12'

12'

MIN

12'

NO

TE 4

3'

NOTES:

1. USE NYSDOT #2 STONE, RECLAIMED, OR RECYCLED CONCRETE OR APPROVED

EQUAL.

2. THE LENGTH SHALL NOT BE LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE

LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY).

3. CRUSHED STONE SHALL BE MAINTAINED AT A MINIMUM OF 6" IN DEPTH.

4. ENTRANCE SHALL HAVE A 12 FOOT MINIMUM WIDTH, BUT NOT LESS THAN THE FULL

WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. ENTRANCE SHALL BE AT

LEAST 24 FEET WIDE IF SINGLE ENTRANCE TO SITE.

5. GEOTEXTILE SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO THE PLACING OF

STONE.

6. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES

SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS NOT PRACTICAL, A

MOUNTABLE BERM WITH 1:5 SLOPES WILL BE PERMITTED.

7. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT

TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL

SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC

RIGHTS-OF-WAY SHALL BE REMOVED IMMEDIATELY.

8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH

STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.

9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER

EACH RAIN.

6" HIGH MOUNTABLE

BERM (SEE NOTE 6)

HAY BALE (TYP.)

GEOTEX 801

NON-WOVEN FILTER FABRIC

OR EQUAL

STAKE (TYP.)

GEOTEX 801 NON-WOVEN

FILTER FABRIC OR EQUAL

PLAN

SECTION

10' TO

20'

1. INSTALL A STRAW BALE DEWATERING STRUCTURE WHEREVER IT IS NECESSARY AND AS DIRECTED

BY THE ENVIRONMENTAL INSPECTOR TO PREVENT THE FLOW OF HEAVILY SILT LADEN WATER FROM

DEWATERING ACTIVITIES INTO WATERBODIES OR WETLANDS. ALL DEWATERING ACTIVITIES SHALL

BE IN ACCORDANCE WITH ENVIRONMENTAL SPECIFICATION AND RELEVANT PERMITS.

2. DISCHARGE SITE SHOULD BE WELL VEGETATED AND LOCATED AT LEAST 50 FEET FROM ANY

WATERCOURSE. THE TOPOGRAPHY OF THE SITE SHOULD BE SUCH THAT WATER WILL FLOW INTO

THE DEWATERING STRUCTURE AND AWAY FROM ANY WORK AREAS. THE AREA DOWNSLOPE FROM

THE WATERING SITE MUST BE REASONABLY FLAT OR STABILIZED BY VEGETATION OR OTHER MEANS

TO ALLOW THE FILTERED WATER TO CONTINUE AS SHEET FLOW.

3. DIRECT THE PUMPED WATER ONTO A STABLE SPILL PAD CONSTRUCTED OR ROCKFILL, WEIGHTED

TIMBERS, OR A WOVEN GEOTEXTILE STAKED TO THE GROUND SURFACE.

4. DISCHARGE RATES SHOULD BE SUCH THAT THE CAPACITY OF THE STRUCTURE WILL NOT BE

EXCEEDED.

5. DISCHARGE WATER SHALL BE FORCED INTO SHEET FLOW IMMEDIATELY BEYOND THE SPILL PAD

USING A COMBINATION OF STRAW BALES AND THE NATURAL TOPOGRAPHY. RECESS STRAW BALES

A MIN. OF FOUR (4) INCHES. DRIVE TWO (2) STAKES OR REBAR INTO EACH BALE TO ANCHOR THEM

IN PLACE.

6. MANUFACTURED FILTER BAGS ARE A SUITABLE ALTERNATIVE TO STRAW BALE STRUCTURES FOR

TRENCH DEWATERING. FILTER BAGS SHALL BE INSTALLED AS SPECIFIED BY THE MANUFACTURER.

DISPOSE OF FULL BAGS AT AN APPROVED OFF-SITE FACILITY.

SEDIMENT DEWATERING TRAP NOTES:

VARIES

HAY BALE

WOOD OR METAL STAKES

(2 PER BALE)

SCALE:

CROSS REFERENCE:

SEDIMENT DEWATERING TRAP

NONE

3

C-504

NONE

1 1/2" TYPE 6 ASPHALT CONC TOP COURSE

3 1/2" TYPE 3 ASPHALT CONC BINDER COURSE

SAWCUT ALL PAVEMENT EDGES

12" TYPE 2 SUBBASE COMPACTED

TO 95% STANDARD PROCTOR

DENSITY

TRENCH BACKFILL COMPACTED

TO 95% STANDARD PROCTOR

DENSITY

PAVEMENT AREASGRASS AREAS

6" WIDE METALLIC DETECTION TAPE,

TYPICAL AT ALL NONMETALIC PIPE

TRENCH BACKFILL

COMPACTED TO 90%

STANDARD PROCTOR

DENSITY

4" TOPSOIL AND

SEEDING

NOTE:

PAVEMENT AND SUBBASE REPLACEMENT DEPTHS SHOWN

ARE THE MINIMUM. DEPTHS OF PAVEMENT AND SUBBASE

SHALL MATCH EXISTING DEPTHS IF THEY ARE GREATER.

1'-6"

SCALE:

CROSS REFERENCE:

TRENCH REPLACEMENT DETAIL

NONE

4

C-504

NONE

6"12"

6"

3'

END, CORNER & INTERMEDIATE PANEL

PLACED ON OUTSIDE

FABRICFABRIC

6"

6 GAUGE WIRE

6'-0"

FABRIC FABRIC

10'-0" MAX

3'

3/8" TRUSS ROD

THREADED BOTH

ENDS

2" BLACK VINYL

COATED FABRIC NO.

TOP & BOTTOM RAIL

1-1/4" NOM. PIPE

SIZE

1/2" WASH

(TYP)

END & CORNER

POSTS, 2.5" NOM.

PIPE SIZE

1/4"x3/4" FLAT

STRETCHER BAR

5-1/4"x3/4"

STRETCHER BAR

BANDS @ END &

CORNER POSTS

TRUSS ROD

CONNECTOR

CONC FOOTING

NOM.PIPE SIZE

TIES @ 24"MAX SPACING

TOP & BOTTOM

SCALE:

CROSS REFERENCE:

CHAIN LINK FABRIC FENCE

NONE

5

C-504

P5

:

:

:

:

DETAILS

JRG

NGK

JRG

ISSUED FOR BID

2020


18.8252

5/27/2020

18.8252

AS NOTED

20-0322

8



8

C-504

CAD

D

WG

. FILE N

AM

E:


raw

ings and M


g

JACOB R. GORDON

P.E. NO. 099579


5

7

9

8

6

3

4

2

1

DATE

DRAFTED

CHECKED

PROJ. NO

SCALE :

DATE :




EDUCATION LAW.


c

DWG. NO:

SHEET OF

PROJECT NUMBER:

DESIGNED

APPR.DRAFTER CHECK






www.ctmale.com

NOT FOR B

ID

Date post:	28-Sep-2020
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