project sager drive improvement project

ONTARIO

LAKE

EASTMAN

DURAND

STREET IMPROVEMENT PROGRAM

DATEDATE

DATE

DEPARTMENT OF ENVIRONMENTAL SERVICES

CITY OF ROCHESTER

GREECE

OF

TOWN

GATES

OF

TOWN

BRIGHTON

OF

TOWN

IRONDEQUOIT

OF

TOWN

CHILI

OF

TOWN

AIRPORT

North

West

South

East

ENLARGED VIEW

GENERAL LOCATION MAP

CITY OF ROCHESTER

DEPARTMENT OF ENVIRONMENTAL SERVICES

COMMISSIONER

NORMAN H. JONES

North

East

South

West

SITE

PROJECT

LOCATION

PROJECT

P.E. LICENSE NO. 062931

T.Y.LIN INTERNATIONAL

PROJECT MANAGER

DENNIS J. KENNELLY, P.E.

CITY OF ROCHESTER

CITY ENGINEER

HOLLY E. BARRETT, P.E.

IMPROVEMENT PROJECT

SAGER DRIVE

CULVER ROAD TO EAST BOULEVARD

PROJECT LENGTH 800 FEET

PC 16146

DATE

CITY OF ROCHESTER

BUREAU OF WATER

DIRECTOR

PATRICK O'CONNOR, P.E.

IMP

RO

VE

ME

NT P

ROJE

CT

SA

GE

R D

RIV

E

MDB

MDB

2

NO SCALE

IND-1

IND

EX,

LE

GE

ND

AN

D

AB

BR

EVIA

TIO

NS

RIGHT-OF-WAY LINE

PROPERTY LINE

BUILDING LINE

USC&GS MONUMENT

SEWER MANHOLE

SIGN POST

FIBERGLASS STREET LIGHT POLE

TREE & DIAMETER AT DBH

CATCH BASIN & LATERAL

WATER VALVE

METAL STREET LIGHT POLE

WOOD POWER POLE

UTILITY HANDHOLE

UTILITY PULLBOX

TRAFFIC SIGNAL CONTROL BOX

GRC CABLEVISION DUCT

RG&E ELECTRIC DUCT

RG&E GAS MAIN & SIZE

GAS VALVE

RTC TELEPHONE DUCT

EXISTING

PROPOSED

PL

WATER SERVICE & CURB STOP

WATER REDUCER

RIGHT-OF-WAY LINE

PROPERTY LINE

FIBERGLASS STREET LIGHT POLE

WATER VALVE

TRAFFIC SIGNAL POLE

TRAFFIC SIGNAL CONDUIT

FLP

HH

SP

TSP

TSLP

TSCB

R.O.W.

RCS

RTS

WATER SERVICE & CURB STOP

HORIZONTAL CONTROL MONUMENT

VERTICAL CONTROL MONUMENT

CATCH BASIN & REFERENCE NUMBER

CS

CURB LINE

HYDRANT BRANCH, WATER VALVE & TEE

8"W

CATCH BASIN, LATERAL & REFERENCE NUMBER

LP

METAL STREET LIGHT POLE

STREET LIGHTING HANDHOLE

RESIDENTIAL STREET LIGHTING CONDUIT

ARTERIAL STREET LIGHTING CONDUIT

PB

CE

E

TRAFFIC SIGNAL POLE & STREET LIGHT

ADDITIONAL WORK LIMIT LINE

PED

PEDESTRIAN SIGNAL POLE & SIGNAL HEAD

HORIZONTAL CONTROL MONUMENT

COMBINED SEWER, SIZE & TYPE

STORM WATER SEWER, SIZE & TYPE

SANITARY SEWER, SIZE & TYPE

HYDRANT, BRANCH & WATER VALVE

WATER MAIN & SIZE

WOOD POWER POLE & GUY WIRE

WOOD POWER POLE & STREET LIGHT

VERTICAL CONTROL MONUMENT

BORE LOCATION & REFERENCE NUMBER

ASPHALT DRIVEWAY

MISC EXCAVATION - SEE GENERAL NOTE #10

CSCURB BOX REPLACEMENT AT EXISTING CURB STOP

WATER REDUCER & OFFSET OR BENDS

BOLLARD

SIGN POST SLEEVE

HEDGE ROW

DS

1

DS

1

PROPOSED TREE

LP

PEDESTRIAN LIGHT FIXTURE

METAL STREET LIGHT POLE WITH

L

L

L

LEGEND ABBREVIATIONS

R.O.W.

USC&GS

C-1

12" V.T.

8" W

T

E

CTV

CURB LINE (RESET EXISTING CURB)

STREET LIGHTING FIBERGLASS PULLBOX

CONCRETE/BRICK SIDEWALK & DRIVEWAY

SIGN SLEEVE

R619.01

S619.01

ABND

ADJ

AOBPM

APPROX

ASPH

B

BLDG

BM

B/T

C

CALC

CIP

C

CMP

CONC

CR

DIA

DIP

DRWY

DWG

E

ELEV

EXIST

FT

G

GRC

HORIZ

HCL

ID

INV

L

LT

MAX

MCWA

MH

MIN

MISC

MON

N.I.C.

N/F

NYS

OD

PAVT

PC

PCC

PCP

PI

POLP

PRC

PT

PVC

PVCP

PVI

PVT

R

RCP

RCS

REC

RG&E

R.O.W.

RT

RTC

RTS

ST BOX

STAT

TC

TG

TGL

USC&GS

VC

VCP

VERT

VTP

XRCP

XVCP

STANDARD SPECIFICATION ITEM

NON-STANDARD SPECIFICATION ITEM

ABANBONED

ADJUST

AS ORDERED BY PROJECT MANAGER

APPROXIMATE

ASPHALT

BASELINE

BUILDING LINE

BENCH MARK

BLACKTOP

CURB

CALCULATED

CAST IRON PIPE

CENTERLINE

CORRUGATED METAL PIPE

CONCRETE

CITY OF ROCHESTER

DELTA OF CURVE

DIAMETER

DUCTILE IRON PIPE

DRIVEWAY

DRAWING

EXTERNAL DISTANCE

ELEVATION

EXISTING

FEET

GALVANIZED WATER SERVICE

GREATER ROCHESTER CABLEVISION

HORIZONTAL

HORIZONTAL CONTROL LINE

INSIDE DIAMETER

INVERT

LEAD WATER SERVICE

LEFT

MAXIMUM

MONROE COUNTY WATER AUTHORITY

MANHOLE

MINIMUM

MISCELLANEOUS

MONUMENT

NOT IN CONTRACT

NOW OR FORMERLY

NEW YORK STATE

OUTSIDE DIAMETER

PAVEMENT

POINT OF CURVATURE

POINT OF COMPOUND CURVATURE

PLAIN CONCRETE PIPE

POINT OF INTERSECTION

POINT ON LINE

PROPERTY LINE

POINT OF REVERSE CURVATURE

POINT OF TANGENCY

POINT OF VERTICAL CURVATURE

POLYVINYL CHLORIDE PIPE

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENCY

RADIUS OF CURVE

REINFORCED CONCRETE PIPE

ROCHESTER CITY SURVEY

RECORD PLAN

ROCHESTER GAS AND ELECTRIC

RIGHT-OF-WAY

RIGHT

ROCHESTER TELEPHONE CORPORATION

ROCHESTER TOPOGRAPHICAL SURVEY

STONE BOX SEWER

STATION

TANGENT LENGTH OF CURVE

TOP OF CURB

TOP OF CATCH BASIN GRATE

TOP OF GRADE LINE

VERTICAL CURVE

VITRIFIED CLAY PIPE

VERTICAL

VITRIFIED TILE PIPE

EXTRA REINFORCED CONCRETE PIPE

EXTRA STRENGTH VITRIFIED CLAY PIPE

WYE OR Y-BRANCH

2' G

E E

2' G GAS MAIN (BY OTHERS)

ELECTRIC (BY OTHERS)

C.S. CONCRETE STEPS

CB CATCH BASIN

DS DRAINAGE STRUCTURE

PROPOSED MANHOLE

MANHOLE ADJUSTMENT

TRAFFIC SIGNAL PULLBOX

TRAFFIC SIGNAL CONTROLLERC

CB

HYD.

WV

WV

CS

15" V.T. S.W.

8" V.T. SAN.

S

2"

CURB LINE

FENCE LINE

SIGN

MLP

FLP

HHCR

WUP

TSP

Guy WireWUP

CONT.

TRAFF.

GV

2" PE G

RCS

RTS

E

E

T

UTILITY MANHOLE (ELECTRIC)

UTILITY MANHOLE (TELEPHONE)

WLP

BUR.

CSCURB STOP BURIED

ST

WATER MAIN & SIZE w/ DISINFECTION & SAMP. TAP (ST)

R-1 RADIUS NUMBER

UNITED STATES COASTAL AND GEO. SURVEY

DWG. NO. SHEET NO.DESCRIPTION

INDEX OF DRAWINGS

TRAFFIC SIGNAL POLE

UNKNOWN UTILITY CASTING

36

35

34

33

32

31

30

29

28

27

26

25

24

23

22

21

20

19

18

17

16

15

14

13

12

11

10

9

8

7

6

5

4

3

2

1

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

of

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

36

DS

1

ALTER CATCH BASIN, LATERAL & REFERENCE NUMBER

F0

ST-2

ST-1

GR-1

CP-1

RP-2

RP-1

CT-3

CT-2

CT-1

CD-18

CD-17

CD-16

CD-15

CD-14

CD-13

CD-12

CD-11

CD-10

CD-9

CD-8

CD-7

CD-6

CD-5

CD-4

CD-3

CD-2

CD-1

TS-1

MPT-2

MPT-1

GN-2

GN-1

IND-1

C.O.R. FIBER OPTIC CONDUIT

SIGNING AND STRIPING PLAN - 2

SIGNING AND STRIPING PLAN - 1

INTERSECTION GRADING PLAN - 1 AND UNDERDRAIN SCHEMATICS

CURB LAYOUT PLAN - 1

ROADWAY PLAN AND PROFILE - 2

ROADWAY PLAN AND PROFILE - 1

CONSTRUCTION TABLES - 3



CONSTRUCTION DETAILS - 18


















TYPICAL SECTION - 1

MAINTENANCE AND PROTECTION OF TRAFFIC - 2

MAINTENANCE AND PROTECTION OF TRAFFIC - 1

GEOMETRICS- 2/2

GEOMETRICS - 1/2

GENERAL NOTES - 2

GENERAL NOTES - 1

INDEX, LEGEND AND ABBREVIATIONS

COVER SHEET

NO.

DA

TE:

DE

SC

RIP

TIO

N

RE

VISIO

NS

of

SHEET NO.

DRAWING NO:

SCALE:

PROJECT NO.:

DATE:

DR

AWIN

G

TIT

LE:

PR

OJE

CT

NA

ME:

CLIE

NT:

DRWN. BY:

CHKD. BY:

PROJ. MGR.:

123

NE

W

YO

RK

ST

AT

E

ED

UC

ATIO

N

LA

W

AR

TIC

LE

145,

SE

CTIO

N

7209

UN

AU

TH

ORIZ

ED

ALT

ER

ATIO

N

OR

AD

DITIO

N

TO

THIS

DR

AWIN

G IS

A

VIO

LA

TIO

N

OF

(585) 512-

2000

RO

CH

ES

TE

R,

NY 14604

255

EAS

T

AV

EN

UE

DJK

CIT

Y

OF

RO

CH

ES

TE

R,

NE

W

YO

RK

DE

PA

RT

ME

NT

OF

EN

VIR

ON

ME

NT

AL

SE

RVIC

ES

DATE

PC 16146

SA

GE

R

DRIV

E

36

FEB. 2020

FEB. 2020

CU

LV

ER

RO

AD

TO

EA

ST

BO

UL

EV

AR

D

MDB

MDB

3

NO SCALE

GN-1

SURVEY MONUMENTS

NYS LICENSED SURVEYOR, AT CONTRACTOR'S EXPENSE.

BY CONTRACTOR'S OPERATIONS DURING CONSTRUCTION OF PROJECT ARE TO BE REPLACED BY

AND PRESERVED. RIGHT-OF-WAY MONUMENTS OR PROPERTY CORNERS THAT ARE DISTURBED

RIGHT-OF-WAY MONUMENTS AND PROPERTY CORNERS ARE TO BE PROTECTED, SAFEGUARDED

THEY ARE IN CONFLICT WITH EXISTING MONUMENT COVERS.

DETECTABLE WARNING PADS THAT WILL BE INSTALLED AT CURB RAMPS CAN BE CUT IF

ALL EXISTING SURVEY MONUMENTS SHALL BE PROTECTED AND MAINTAINED AT ALL TIMES.

SURVEY MONUMENT WORK IS SHOWN IN THE CONTRACT DRAWINGS.

585-428-6667 PRIOR TO ANY MONUMENT WORK BEING PERFORMED. THE PROPOSED

THE CITY OF ROCHESTER MAPS AND SURVEYS DIVISIONS SHALL BE CONTACTED AT

4.

3.

2.

1.

UTILITY APPURTENANCES WITHIN THE PUBLIC RIGHT-OF-WAY" ARE TO BE ADJUSTED PER REQUIREMENTS OF SAID POLICY.

AFTER FINAL PAVING, MANHOLES AND CATCH BASINS THAT ARE FOUND TO BE OUT OF TOLERANCE PER "POLICY OF REQUIREMENTS FOR

RESTORED IN KIND, TO ORIGINAL OR BETTER CONDITION..

WHERE NEW SIDEWALK IS CONSTRUCTED ADJACENT TO OTHER PAVED AREAS, MINIMUM OF 2 FEET OF ADJACENT PAVED AREA IS TO BE

ANY TRAFFIC AND PARKING REGULATION SIGNS.

CONTRACTOR MUST CONTACT MCDOT DISPATCHER AT (585) 753-7750 MINIMUM OF 5 WORKING DAYS PRIOR TO REMOVING OR RESETTING

GENERAL

FORESTRY

SOIL EROSION AND WATER POLLUTION ABATEMENT

E.

F.

COMPLIANCE WITH AIR AND WATER LAWS AND REGULATIONS, WHICH STATE IN PART:

CONTRACTOR IS TO BE IN FULL COMPLIANCE WITH REQUIREMENTS OF CITY OF ROCHESTER LAWS AND REGULATIONS, SUBSECTION 10

OF BARE SOIL EXPOSED AT ANY ONE TIME BY CONSTRUCTION OPERATIONS SHALL BE KEPT TO A MINIMUM.

SHALL BE CARRIED OUT IN CONJUNCTION WITH EARTHWORK OPERATIONS, OR AS SOON THEREAFTER AS PRACTICABLE. THE AREA

FACILITIES AND PERFORMANCE, OR OTHER WORK, WHICH WILL CONTRIBUTE TO THE CONTROL OF EROSION AND SEDIMENTATION

IMPOUNDMENTS (LAKES, RESERVOIRS, ETC.) AND LANDS ADJACENT TO OR AFFECTED BY THE WORK. CONSTRUCTION OF DRAINAGE

MINIMIZE EROSION OF SOILS AND TO PREVENT SILTING AND MUDDYING OF STREAMS, RIVERS, IRRIGATION SYSTEMS,

SOIL EROSION AND WATER POLLUTION ABATEMENT. THE CONTRACTOR SHALL SCHEDULE AND CONDUCT ITS OPERATIONS TO

1.

2.

CORRECTED.

MAY SUSPEND THE PERFORMANCE OF ANY OR ALL OF OTHER CONSTRUCTION UNTIL THE UNSATISFACTORY CONDITION BEEN

UNSATISFACTORY CONSTRUCTION PROCEDURES AND OPERATIONS ARE NOT CORRECTED PROMPTLY, THE PROJECT MANAGER

PROCEDURES AND OPERATIONS INSOFAR AS EROSION CONTROL, WATER AND AIR POLLUTION ARE CONCERNED. IF THE

WHEN IT BECOMES NECESSARY, THE PROJECT MANAGER WILL INFORM THE CONTRACTOR OF UNSATISFACTORY CONSTRUCTION

INCLUDED IN UNIT PRICE BID FOR RESPECTIVE WORK RELATED ITEMS.

ACCESSIBLE FOR WORKERS AND CONCRETE TRUCKS. COST OF PROVIDING AND MAINTAINING CONCRETE WASHOUT FACILITY IS TO BE

CONTAINER IS TO BE SIZED TO ALLOW FOR EVAPORATION OF WASHWATER AND RAINFALL, AND IS TO BE LOCATED TO BE CONVIENENT AND

HARDENS. WASHOUT FACILITY IS TO BE WATERTIGHT/LEAK PROOF CONTAINER TO PREVENT LEACHING OF WASHWATER INTO SOIL.

ALL TOOLS AND EQUIPMENT USED FOR PLACEMENT OF CONCRETE MUST BE WASHED DOWN TO REMOVE RESIDUE CONCRETE BEFORE IT

WASHOUT WASTE WATER AND SOLIDS IN ACCORDANCE WITH "EPA STORMWATER BEST MANAGEMENT PRACTICE - CONCRETE WASHOUT".

CONTRACTOR IS TO PROVIDE TEMPRARY CONCRETE WASHOUT FACILITY TO COLLECT, RETAIN AND RECYCLE 100% OF CONCRETE

PROVIDED IN CONTRACT DRAWINGS SUPERSEDE APPROPRIATE STANDARD DETAIL.

CONTRACTOR IS TO USE CITY OF ROCHESTER STANDARD DETAILS, EXCEPT FOR THOSE PROVIDED IN CONTRACT DRAWINGS. DETAILS

1.

UNDER "RESEARCH/VIEW - CITY CHARTER AND CODE".

THEY WILL BE STRICTLY ADHERED TO. CITY CODE CAN BE FOUND ON CITY OF ROCHESTER'S WEB SITE AT http://www.cityofrochester.gov/services

CONTRACTOR IS TO BE AWARE OF AND FAMILIAR WITH REQUIREMENTS OF SECTIONS 89-9 TREES AND 89-12 PENALTIES OF CITY CODE AS

EXISTING TREE, AND IS TO BE IN PLACE BEFORE ANY WORK IS STARTED, PER SECTION S617 TREE PROTECTION AND CONTRACT DOCUMENTS.

IS TO CONSIST OF ORANGE CONSTRUCTION SAFETY FENCING OR WOOD RAILS PLACED AROUND AND COMPLETELY ENCOMPASSING EACH

AS MUCH AS POSSIBLE ANY DAMAGE FROM OCCURRING TO EXISTING TREES AS RESULT OF CONTRACTOR'S OPERATIONS. TREE PROTECTION

CONTRACTOR IS TO PROVIDE PROTECTION FOR EXISTING TREES WITHIN PROJECT LIMITS THROUGHOUT COURSE OF PROJECT TO MINIMIZE

SMALLER THAN 2 INCHES IN DIAMETER, ARE TO BE CUT CLEANLY WITH SHARP IMPLEMENTS.

MUST CONTACT CITY FORESTRY AT (585) 428-7581 TO MAKE ARRANGEMENTS FOR SUCH INSPECTION. EXISTING TREE ROOTS THAT ARE

ARE IN CONFLICT WITH SUCH WORK, MUST BE INSPECTED BY CITY FORESTRY BEFORE CUTTING OF TREE ROOTS CAN OCCUR. CONTRACTOR

IN AREAS OF CURB/CONCRETE GUTTER/PAVEMENT WORK, ANY EXISTING TREE ROOTS THAT ARE 2 INCHES OR LARGER IN DIAMETER AND

OVERALL EXISTING TREE ROOT SYSTEM MUST REMAIN STRUCTURALLY ADEQUATE FOR EXISTING TREE TO WITHSTAND HEAVY WINDSTORMS.

WITHIN 1 FOOT OF EXISTING TREE ROOT(S), AND CONCRETE IS TO BE POURED OVER EXISTING TREE ROOT(S).

TO BE CUT. IF ANY OF EXISTING TREE ROOTS ARE 2 INCHES OR LARGER IN DIAMETER, SUBBASE COURSE MATERIAL IS NOT TO BE INSTALLED

IN AREAS OF SIDEWALK CONSTRUCTION, EXISTING TREE ROOTS THAT ARE LOCATED UNDER AREA OF SIDEWALK CONSTRUCTION ARE NOT

MANUALLY WITH SHARP IMPLEMENTS.

CUT BY MEANS OF MECHANICAL TREE ROOT CUTTING MACHINES. IF ANY OF EXISTING TREE ROOTS MUST BE CUT, THEY ARE TO BE CUT

IN AREAS OF DRIVEWAY, DRIVEWAY APPROACHES AND SIDEWALK ACCESS RAMP CONSTRUCTION, EXISTING TREE ROOTS ARE NOT TO BE

RESTORED.

TOPSOIL OR MOISTENED BURLAP, AND WATERED STARTING IMMEDIATELY AFTER EXPOSURE AND CONTINUING UNTIL EXCAVATED AREA IS

IN AREAS WHERE EXISTING TREE ROOTS BECOME EXPOSED BY CONSTRUCTION ACTIVITIES, THEY ARE TO BE COVERED WITH MULCH,

ARE TO BE STORED OVER TREE ROOT ZONE.

EXTENTS OF TREE ROOT ZONE TO DISPERSE AND MINIMIZE COMPACTION AND TO PREVENT SOIL RUTTING. NO EQUIPMENT OR MATERIALS

IF HEAVY EQUIPMENT MUST BE DRIVEN ON LAWN AREA AND OVER TREE ROOT ZONE, PLYWOOD IS TO BE PLACED ON LAWN AREA TO

SPECIFICATION SECTION OF CONTRACT DOCUMENTS SUPERSEDES APPROPRIATE STANDARD SPECIFICATION.

SUPPLEMENTARY SPECIFICATION SECTION OF CONTRACT DOCUMENTS. REVISED SPECIFICATION PROVIDED IN SUPPLEMENTARY

CONTRACTOR IS TO FOLLOW ALL PROVISIONS OF CITY OF ROCHESTER STANDARD SPECIFICATIONS, EXCEPT FOR THOSE AS REVISED IN

PUBLIC RIGHT-OF-WAY, AND ON PRIVATELY OWNED PROPERTY. COPY OF SUCH WORK RELEASE IS TO BE FILED WITH PROJECT MANAGER.

CONTRACTOR IS TO OBTAIN WORK RELEASES FROM RESPECTIVE PROPERTY OWNER WHERE WORK IS TO BE PERFORMED OUTSIDE OF

COMMENCING ANY WORK, BY CALLING DIG SAFELY NEW YORK, UFPO AT 811.

VERIFIED BY RESPECTIVE UTILITY COMPANY. CONTRACTOR IS TO REQUEST UTILITY STAKE OUT MINIMUM OF 48 HOURS IN ADVANCE OF

COMMENCING ANY WORK, IT IS RESPONSIBILITY OF CONTRACTOR TO HAVE LOCATION OF EXISTING UTILITIES LOCATED WITHIN WORK AREA

FIELD SURFACE SURVEY DATA AND IN CONJUNCTION WITH RECORD MAPPING SUPPLIED BY RESPECTIVE UTILITY COMPANY. BEFORE

APPROXIMATE ONLY, AND ARE NOT GUARANTEED TO BE ACCURATE OR COMPLETE. ALL EXISTING UTILITIES SHOWN WERE PLOTTED FROM

LOCATIONS OF EXISTING UTILITIES BOTH ABOVE GROUND AND BELOW GROUND THAT ARE SHOWN IN CONTRACT DRAWINGS ARE

BE REPLACED BY NYS LICENSED SURVEYOR, AT CONTRACTOR'S EXPENSE.

MONUMENTS OR PROPERTY CORNERS THAT ARE DISTURBED BY CONTRACTOR'S OPERATIONS DURING CONSTRUCTION OF PROJECT ARE TO

RIGHT-OF-WAY MONUMENTS AND PROPERTY CORNERS ARE TO BE PROTECTED, SAFEGUARDED AND PRESERVED. RIGHT-OF-WAY

WHICH IS TO BE INCLUDED IN UNIT PRICE BID FOR RESPECTIVE WORK RELATED ITEM.

DOCUMENTS. SAW CUTS ARE TO BE SEALED WITH AN ASPHALT FILLER PER NYSDOT MATERIAL DESIGNATION 702-0500 OR 702-3401, COST OF

PAID FOR UNDER SECTION R622 SAW CUTTING, OR INCLUDED IN RESPECTIVE WORK RELATED ITEM, AS INDICATED IN CONTRACT

SAW CUTS MADE IN ROADWAY ARE TO BE FULL DEPTH, WITH OTHER SAW CUTS BEING MINIMUM OF 2 INCHES IN DEPTH. SAW CUTS WILL BE

INCHES THICK FOR STREETS DESIGNATED AS LOCAL RESIDENTIAL STREETS AND FOR ALLEYS.

FOR WORK. CONCRETE SECTION IS TO BE 4 INCHES THICK FOR STREETS DESIGNATED AS ARTERIAL AND COLLECTOR STREETS, AND 3

PROJECT EXTENDS INTO WINTER SEASON, CONTRACTOR WILL BE REQUIRED TO USE CONCRETE REGARDLESS OF WHICH ITEM HAS BEEN BID

AVAILABLE, CONTRACTOR IS TO USE CLASS F CONCRETE. IF PROJECT CALLS FOR USING ASPHALT TEMPORARY PAVEMENT SECTION AND

TEMPORARY PAVEMENT PLACEMENT DURING WINTER SEASON (NOVEMBER 1st THRU APRIL 14th), IF HOT MIX ASPHALT MATERIAL IS NOT

LENGTH, LENGTH OF TRANSITION CURB IS TO BE MINIMUM OF 3 FEET, WITH MAXIMUM AS DETERMINED BY SLOPE REQUIREMENTS.

SIDEWALK ACCESS RAMPS ARE TO BE SITUATED AND OF TYPE AS SHOWN IN CONTRACT DRAWINGS. HEADER CURB PIECE IS TO BE 5 FEET IN

TOPSOIL AND NYSDOT SECTION 203 EXCAVATION AND EMBANKMENT.

EXCAVATED FROM PROJECT SITE. PLACE 4 INCHES TOPSOIL, FINISH GRADE AREA AND HYDROSEED. PER SECTIONS S610 LANDSCAPE, S613

EXISTING PAVEMENT MATERIAL. BACKFILL EXCAVATED AREA TO WITHIN 4 INCHES OF FINISHED GRADE WITH SELECT BACKFILL MATERIAL

EXISTING PAVED AREAS THAT ARE NO LONGER NEEDED ARE TO BE REMOVED, BY EXCAVATING TO DEPTH THAT IS SUFFICIENT TO REMOVE

WRITING BY CITY ENGINEER.

PAVEMENT (RCA), AND CORIAN R ARE UNACCEPTABLE FOR USE AS SUBBASE COURSE MATERIALS, UNLESS SPECIFICALLY AUTHORIZED IN

RECYCLED MATERIALS, PULVERIZED OR RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE (RCA) AND BRICK, RECLAIMED ASPHALT

DURATION. TRAFFIC CONTROL BOARD APPROVAL IS REQUIRED FOR LONG TERM PERIODS THAT EXCEED 2 WEEKS IN DURATION,.

PEAK RUSH HOUR RESTRICTION MAY BE LIFTED BY CITY ENGINEER FOR SHORT TERM PERIOD THAT DOES NOT EXCEED 2 WEEKS IN

TO 6PM MONDAY THRU FRIDAY. THESE STREETS ARE TO REMAIN OPEN AND FULLY ACCESSIBLE FOR VEHICULAR TRAFFIC AT ALL TIMES.

ESPECIALLY DURING PEAK RUSH HOURS. NO WORK IS TO OCCUR ON THESE STREETS DURING PEAK RUSH HOURS OF 7AM TO 9AM AND 4PM

PUBLIC STREETS THAT ARE DESIGNATED AS ARTERIAL AND COLLECTOR STREETS GENERATE SIGNIFICANT AMOUNT OF VEHICULAR TRAFFIC,

2.

3.

4.

5.

6.

9.

8.

10.

11.

12.

13.

14.

1.

2.

3.

4.

5.

6.

7.

7.

GE

NE

RA

L

NO

TE

S - 1

NO.

DA

TE:

DE

SC

RIP

TIO

N

RE

VISIO

NS

of

SHEET NO.

DRAWING NO:

SCALE:

PROJECT NO.:

DATE:

DR

AWIN

G

TIT

LE:

PR

OJE

CT

NA

ME:

CLIE

NT:

DRWN. BY:

CHKD. BY:

PROJ. MGR.:

123

NE

W

YO

RK

ST

AT

E

ED

UC

ATIO

N

LA

W

AR

TIC

LE

145,

SE

CTIO

N

7209

UN

AU

TH

ORIZ

ED

ALT

ER

ATIO

N

OR

AD

DITIO

N

TO

THIS

DR

AWIN

G IS

A

VIO

LA

TIO

N

OF

(585) 512-

2000

RO

CH

ES

TE

R,

NY 14604

255

EAS

T

AV

EN

UE

DJK

CIT

Y

OF

RO

CH

ES

TE

R,

NE

W

YO

RK

DE

PA

RT

ME

NT

OF

EN

VIR

ON

ME

NT

AL

SE

RVIC

ES

DATE

PC 16146

SA

GE

R

DRIV

E

36

FEB. 2020

FEB. 2020

CU

LV

ER

RO

AD

TO

EA

ST

BO

UL

EV

AR

D

MDB

MDB

4

NO SCALE

GN-2

STANDARD WATER MAIN EXTENSION

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.2.

3.

4.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

BE USED WITHIN 5 FEET HORIZONTALLY OF EXISTING WATER MAIN.

CONTRACTOR IS TO EXERCISE CAUTION WHEN WORKING NEAR EXISTING WATER MAIN THAT IS TO REMAIN. NO VIBRATORY EQUIPMENT IS TO

GRADE, OF 4.5 FEET FOR DOMESTIC WATER PIPE AND 5 FEET FOR HOLLY SYSTEM WATER PIPE.

NEW WATER PIPE AND FITTINGS ARE TO BE INSTALLED WITH MINIMUM COVER OVER WATER PIPE AND FITTINGS, AS MEASURED TO FINISHED

WATER SERVICE TUBING.

TRACER WIRE IS TO BE INSTALLED ALONG AND ABOVE PVC/PVCO/HDPE WATER PIPE AND FITTINGS, AND ALONG AND WRAPPED AROUND PE

HOLES (DRAINS) SHALL BE PLUGGED.

WHEN INSTALLING FIRE HYDRANTS, SHOULD GROUND WATER BE ENCOUNTERED WITHIN 7 FEET OF FINISHED GRADE, FIRE HYDRANT WEEP

WATER MAIN AND WATER SERVICE MONROE COUNTY PURE WATERS

IF PRECAST CONCRETE CATCH BASIN IS DAMAGED OR BROKEN DURING COURSE OF WORK, IT MUST BE REPLACED WITH NEW

SHALL BE REMOVED AND REPLACED WITH NEW POURED CONCRETE RISER AS PER RPWD SPECIFICATIONS.

IN EVENT OF DAMAGE TO POURED CONCRETE RISER SECTION ON EXISTING CATCH BASINS, ENTIRE CONCRETE RISER SECTION

LATERALS TO BE REPAIRED WITH PVC SDR-21 PIPE AND FERNCO PIPE COUPLERS.

TYPE "S" MORTAR TO BE USED.

BRICK CATCH BASINS ARE TO BE REPAIRED USING RED SEWER BRICK, ASTM C32, GRADE SS.

AND 3:00PM AT NO COST TO OWNER.

RPWD. RETURN ITEMS TO MCPW FLEET CENTER, 145 PAUL ROAD, ROCHESTER, NEW YORK, MONDAY THROUGH FRIDAY BETWEEN 8:00AM

ALL REMOVED SEWER MANHOLE FRAMES AND COVERS AND CATCH BASIN GRATES, ACCESS COVERS AND CAPSTONES ARE PROPERTY OF

FRAMES ONTO EXISTING MANHOLE STRUCTURES AT REQUIRED FINISHED GRADE.

REVISION) CLASS 30B]. CONTRACTOR IS TO ADD/ REMOVE ADDITIONAL COURSES OF BRICK/BLOCK AS/IF REQUIRED TO RETROFIT NEW

PURCHASING AND DELIVERY OF FRAMES AND COVERS. FRAMES AND COVERS WILL MEET RPWD SPECIFICATIONS [A.S.T.M. A48 (LATEST

FRAMES AND COVERS (AS PER CONTRACT) WITH NEW 9 INCH TALL FRAMES AND COVERS. CONTRACTOR WILL BE RESPONSIBLE FOR

WHEN NEW MANHOLE FRAMES AND COVERS ARE REQUIRED BY CONTRACT, CONTRACTOR WILL REPLACE EXISTING SEWER MANHOLE

APPURTENANCES (SEWER MAIN, LATERAL, CATCH BASINS AND MANHOLES) DURING CONSTRUCTION OF PROJECT.

CONTRACTOR IS TO TAKE APPROPRIATE MEASURES TO PREVENT DIRT, DEBRIS AND CONSTRUCTION MATERIALS FROM ENTERING SEWER

1.1.

1.

WATER VALVES AND CURB STOPS ARE TO BE PERMANENTLY CLOSED AND ARE TO BE LEFT IN SHUT POSITION.

CONCRETE PLUG IS TO COMPLETELY FILL AND SEAL END OF ABANDONED WATER PIPE TO MINIMUM DEPTH OF 12 INCHES. ABANDONED

CUT AND OPEN WATER PIPE ENDS ON ABANDONED WATER MAIN AND HYDRANT BRANCH PIPES ARE TO BE PLUGGED WITH CONCRETE.

MAGNESIUM ANODES, AS SHOWN IN CONTRACT DOCUMENTS AND AS DIRECTED BY PROJECT MANAGER.

NEW DUCTILE IRON WATER PIPE AND FITTINGS ARE TO BE INSTALLED WITH POLYETHYLENE ENCASEMENT, AND CATHODIC PROTECTION

GATE VALVE INSTALLATION REQUIRES MECHANICAL JOINT RESTRAINT WITHIN 18 FEET OF GATE VALVE.

SERVICE SADDLES ARE REQUIRED FOR CONNECTING PE WATER SERVICE TUBING TO PVC/PVCO WATER MAIN PIPE.

SOLID STAINLESS STEEL INTERNAL STIFFENERS ARE REQUIRED AT ENDS OF PE WATER SERVICE TUBING CONNECTIONS.

INCLUDES REFUNDABLE DEPOSIT FOR USE OF WATER METER AND BACKFLOW PREVENTER.

PREVENTER, WHICH WILL BE SUPPLIED BY BUREAU OF WATER. CONTRACTOR MUST OBTAIN PERMIT PRIOR TO USING HYDRANT. PERMIT FEE

PERMIT IS REQUIRED FROM BUREAU OF WATER TO USE WATER FROM HYDRANTS. PERMIT REQUIRES USE OF WATER METER AND BACKFLOW

OF POLYETHYLENE PLASTIC AND TIGHTLY TAPED OR TIED.

OPEN ENDS OF WATER PIPE THAT ARE LEFT UNATTENDED ARE TO BE PLUGGED WITH WATERTIGHT PLUG AND WRAPPED IN DOUBLE LAYER

SYSTEM. GROUND WATER LEVEL IS NEVER TO BE LESS THAN 12 INCHES BELOW INVERT OF WATER PIPE. TO PREVENT CONTAMINATION

APPROPRIATE MEASURES ARE TO BE TAKEN TO PREVENT EXTRANEOUS MATERIAL AND GROUND WATER FROM CONTAMINATING WATER

ADJUSTED TO GRADE OR REPLACED, AS SHOWN IN CONTRACT DOCUMENTS AND AS DIRECTED BY PROJECT MANAGER.

EXISTING WATER VALVES AND CURB STOPS THAT ARE LOCATED ON WATER MAIN AND WATER SERVICE PIPE WHICH IS TO REMAIN ARE TO BE

CITY OF ROCHESTER WATER BUREAU SPECIFICATION S900 - GENERAL WATER PROVISIONS.

FOR CITY OF ROCHESTER WATER MAINS, PRESSURE/LEAKAGE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH SUBSECTION 3.05 OF

STANDARD C600 (LATEST REVISION) OR IN ACCORDANCE WITH MORE STRINGENT REQUIREMENTS IMPOSED BY THE SUPPLIER OF WATER.

THE NEW WATER MAIN SHALL BE PRESSURE/LEAKAGE TESTED IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE AWWA

PIPES, MANHOLES OR VAULTS.

PARALLEL WATER MAINS AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE

THE WATER MAIN. UNLESS OTHERWISE NOTED OR SHOWN ON THE APPROVED PLANS, THE MINIMUM HORIZONTAL SEPARATION BETWEEN

SELECTED FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE SEWER ON

SEWER AS POSSIBLE. IN ADDITION, WHEN THE WATER MAIN PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED

LAYING LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE

SEWER PIPE LINES SHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD

UNLESS OTHERWISE NOTED OR SHOWN ON THE APPROVED PLANS, THE MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND

MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH.

BYPASS PIPE SHALL NOT BE PLACED IN SERVICE UNTIL SO AUTHORIZED BY THE

COLLECT SAMPLES FOR FREE CHLORINE RESIDUAL, TOTAL COLIFORM, ESCHERICHIA COLI (E.COLI) AND TURBIDITY. THE WATER MAIN AND

IN ACCORDANCE WITH THE APPROVED PLANS, REPORTS, SPECIFICATIONS AND ANY APPROVED AMENDMENTS. THE DEPARTMENT WILL

THE EDUCATION LAW) CERTIFYING THAT THE WATER SUPPLY IMPROVEMENTS, TESTING AND DISINFECTION PROCEDURES WERE COMPLETED

REGISTERED DESIGN PROFESSIONAL (ENGINEER, ARCHITECT OR LAND SURVEYOR WITH A SPECIAL EXEMPTION UNDER SECTION 7208(N) OF

PAYING ALL MCDPH SAMPLING FEES. SAMPLING WILL NOT BE PERFORMED PRIOR TO RECEIPT FROM A NEW YORK STATE LICENSED OR

SAMPLING SERVICES. THE CONTRACTOR SHALL CALL (585) 753-5057 TO ARRANGE FOR SAMPLING SERVICES AND IS RESPONSIBLE FOR

THE MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH (MCDPH) MUST RECEIVE AT LEAST 48 HOUR ADVANCE NOTIFICATION REQUESTING

POINTS.

SHALL BE 1,000 FEET. THE SAMPLING POINT(S) MUST BE DECONTAMINATED BY FLAMING. FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING

CLEANED AND DISINFECTED. THE MAXIMUM DISTANCE BETWEEN DISINFECTION/SAMPLING TAPS ON NEW WATER MAIN AND BYPASS PIPE

THE EXTERIOR SURFACES OF EXISTING PIPE AND FITTINGS THAT NEW PIPE AND FITTINGS WILL BE CONNECTED TO MUST BE THOROUGHLY

SWAB DISINFECTED WITH A MINIMUM 1% - 5% SOLUTION OF CHLORINE NO MORE THAN 30 MINUTES PRIOR TO INSTALLATION. ADDITIONALLY,

BRANCHES CONNECTED TO EXISTING WATER MAINS, NOT RECEIVING 24 HOUR CHLORINE DISINFECTION CONTACT TIME MUST BE SPRAY OR

THE SYSTEM. THE INTERIOR OF ALL WATER MAIN PIPE, VALVES, FITTINGS AND SERVICES 4 INCHES AND LARGER, INCLUDING NEW HYDRANT

FLUSHED UNTIL THE CHLORINE CONCENTRATION IN THE WATER LEAVING THE MAIN IS NO HIGHER THAN THAT GENERALLY PREVAILING IN

DESIGNATION C651, BY USING THE CONTINUOUS FEED METHOD. FOLLOWING DISINFECTION, THE WATER MAIN AND BYPASS PIPE SHALL BE

THE WATER MAIN AND TEMPORARY BYPASS PIPE SHALL BE DISINFECTED EQUAL TO AWWA STANDARD FOR DISINFECTING WATER MAINS,

WITH SPECIFICATIONS OF ROCHESTER PURE WATERS DISTRICT (RPWD).

CONTRACTOR IS TO CONSTRUCT ALL SEWER APPURTENANCES (MAIN SEWER, LATERALS, CATCH BASINS AND MANHOLES) IN CONFORMANCE

ACCEPTABLE.

ON HORIZONTAL PORTIONS AND BENDS SHALL BE PUSH-ON NEOPRENE GASKETS. GLUED OR CHEMICALLY WELDED JOINTS WILL NOT BE

ANY NEW PORTION OF CATCH BASIN LATERAL INSTALLED WITHIN PUBLIC R.O.W. MUST BE PVC SDR-21 CONFORMING TO ASTM D-2241. JOINTS

CONFORMING TO ASTM D-3034.

ANY DEDICATED MAINLINE SEWER PIPE AND ASSOCIATED FITTINGS INSTALLED AS PART OF CITY STREET PROJECT SHALL BE PVC SDR-35

REPAIRS ARE TO BE PERFORMED IN PRESENCE OF REPRESENTATIVE OF RPWD, AND ARE TO BE MADE AS PER RPWD SPECIFICATIONS.

RPWD IS TO BE NOTIFIED IMMEDIATELY IN EVENT OF ANY DAMAGE TO SEWER APPURTENANCES BY CALLING (585) 753-7600, OPTION 1. ALL

MAY BE OBTAINED BY CONTACTING DIG SAFELY NY, AND REQUESTING DESIGN TICKET.

EXCAVATION/CONSTRUCTION ACTIVITIES. IF AVAILABLE, RECORD MAPS INDICATING LATERAL WYE LOCATIONS OF RECORDED WYES/TAPS

RPWD WILL NOT MARK PRIVATE SERVICE LATERALS. CONTRACTOR WILL BE RESPONSIBLE FOR REPAIR OF ANY LATERALS DAMAGED DURING

EXISTING BELL THAT IS IN GOOD CONDITION.

AND FERNCO COUPLERS. CONTRACTOR MAY BE PERMITTED TO USE OAKUM AND EPOXY MORTAR TO CONNECT NEW PVC PIPE TO AN

USING 5 INCH SERVICE WEIGHT CAST IRON PIPE AND FERNCO COUPLERS. ALL OTHER PIPES ARE TO BE REPAIRED WITH PVC SDR-21 PIPE

LINEARLY. INTRODUCING NEW BENDS IN PIPE WILL NOT BE PERMITTED. ALL 5 INCH INSIDE DIAMETER LATERAL PIPE MUST BE REPAIRED

IN EVENT THAT EXISTING SEWER MAINS OR LATERAL PIPES ARE BROKEN DURING EXCAVATION, ANY AND ALL REPAIRS MUST BE EXTENDED

RPWD REQUIRES ALL OTHER UTILITIES TO CROSS PERPENDICULAR OR CLOSE AS POSSIBLE TO PERPENDICULAR TO DISTRICT FACILITIES.

STONE AT MINIMUM OF 6 INCH DEPTH.

STONE BEDDING MATERIAL USED FOR SEWER MAIN AND LATERAL PIPE REPAIRS IS TO BE CLASS B CONSISTING OF #1 AND #2 WASHED

AND EXISTING LATERAL IS TO BE ABANDONED AS PER RPWD SPECIFICATIONS.

WHERE AN EXISTING CATCH BASIN IS TO BE ELIMINATED, ALL PORTIONS OF CATCH BASIN WALLS AND FOUNDATION ARE TO BE REMOVED

ADJACENT TO EXISTING MC FIBER OPTIC UTILITIES/FACILITIES.

CONTRACTOR IS TO NOTIFY MCPW BY CALLING (585) 753-7600, OPTION 5, MINIMUM OF 48 HOURS IN ADVANCE WHEN PLANNING ON WORKING

EMERGENCY PHONE LIST AND WILL BE INSTRUCTED TO CONTACT CONTRACTOR IN THIS EVENT.

WILL BE RESPONSIBILITY OF CONTRACTOR TO PROVIDE ACCESS. MONROE COUNTY DISPATCH CENTER WILL BE SUPPLIED COPY OF

DISTRICT MUST HAVE ACCESS TO ITS FACILITIES AT ALL TIMES. IF AT ANY TIME DISTRICT CANNOT ACCESS ITS FACILITIES (ie: CB OR MH), IT

ANY AND ALL REPAIRS MUST BE ACCOMPLISHED ACCORDING TO RPWD SPECIFICATIONS AS FOLLOWS:

IN EVENT THAT EXISTING STREET DRAINAGE CATCH BASINS ARE DAMAGED OR BROKEN DURING EXCAVATION/CONSTRUCTION ACTIVITIES,

SEWER MANHOLE RIMS AND INVERTS AND LATERAL DEPTHS AT PROPOERTY LINES OR RPWD EASEMENT LINES SHALL ALSO BE SHOWN.

OF ALL SEWERS, MANHOLES, WYE BRANCHES, LATERALS AND CLEANOUTS AS WELL AS LENGTHS AND SLOPES OF PIPE. ELEVATIONS OF ALL

SHALL ALSO BE SUBMITTED ELECTRONICALLY AS GEOREFERENCED CAD DRAWINGS. "AS-BUILT" PLANS SHALL INDICATE EXACT LOCATION

"AS-BUILT" DRAWINGS SHALL BE FURNISHED TO RPWD (WHEN APPLICABLE). IN ADDITION TO PAPER HARD COPIES, "AS-BUILT" DRAWINGS

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MPT-1

GENERAL MAINTENANCE & PROTECTION OF TRAFFIC NOTES: NIGHT WORK

PER THE NYSDOT SECTION 619 SPECIFICATIONS.

ADDITIONAL REFLECTIVE MATERIALS AND LIGHTING WILL BE REQUIRED

THE CITY OF ROCHESTER. IF NIGHT WORK IS TO BE PERFORMED

NO NIGHT WORK WILL BE ALLOWED WITHOUT PRIOR APPROVAL FROM1.

PROJECT AREA

SIGNAGE

3.

2.

1.

DELINEATION DEVICES

2.

1.

1.

OPEN EXCAVATIONS

TRAFFIC SIGNALS

PLACED IN FLASHING RED MODE FOR ALL DIRECTIONS.

IF INTERSECTION WORK REQUIRES FLAGGERS THE EXSITING SIGNAL SHALL BE

MODE WHILE THE DETECTION IS DISABLED.

DETECTOR REPLACEMENT, THE SIGNAL CONTROLLER SHALL BE PLACED IN RECALL

AT INTERSECTIONS WHERE TRAFFIC SIGNALS ARE BEING MODIFIED, INCLUDING LOOP

TRAFFIC SIGNAL OPERATIONS.

(ERNIE FATTORE AT 585-753-7772) 48 HOURS IN ADVANCE OF MODIFYING ANY

THE CONTRACTOR SHALL CONTACT MONROE COUNTY TRAFFIC SIGNAL MAINTENANCE

3.

2.

1.

PAVEMENT MARKINGS

3.

2.

1.

LANE CLOSURES

DRIVEWAY ACCESS

9.

8.

7.

6.

5.

4.

3.

2.

1.

2.

1.

PEDESTRIANS AND BICYCLES

TRAFFIC CONTROL DEVICES.

MANNER THAT THEY OBSCURE VISIBILITY OF SIGNS, BARRIERS, BARRICADES OR OTHER

CURRENTLY PERMITTED. IN ADDITION, VEHICLES SHALL NOT BE PARKED IN A

NOT BE PARKED ON THE PAVEMENT OR SHOULDERS WHERE PARKING IS NOT

VEHICLES BELONGING TO THE CONTRACTOR OR THE CONTRACTOR'S EMPLOYEES SHALL

MAINTAIN A 300' MINIMUM DISTANCE BETWEEN WORK AREAS.

WHEN WORKING ON ALTERNATING SIDES OF THE ROADWAY THE CONTRACTOR SHALL

VEHICULAR AND PEDESTRIAN TRAFFIC IS SAFELY MAINTAINED.

COORDINATE THEIR CONSTRUCTION ACTIVITIES IN A MANNER THAT ENSURES THAT ALL

UTILITIES OR MUNICIPALITIES WITHIN THE PROJECT AREA, THE CONTRACTOR SHALL

IN THE EVENT THAT OTHER CONSTRUCTION WORK IS BEING PERFORMED BY PRIVATE

THE WORK ZONE.

WARNING FLAGS ON TEMPORARY SIGNS MAY BE USED TO INCREASE VISIBLITY WITHIN

CONTRACTOR SHALL COORDINATE ALL BUS STOP WORK WITH RGRTA.

ALL RTS SIGNS WILL BE RELOCATED/REMOVED, AS NECESSARY, BY RGRTA. THE

ADDITIONAL ADVANCED SIGNS SHALL BE PLACED IN ADVANCE OF THE TRAFFIC CONGESTION.

IF TRAFFIC BACKS UP BEYOND THE INSTALLED ADVANCED WORK ZONE SIGNAGE THEN

MAINTAINED THROUGHOUT THE ENTIRE WORK ZONE.

ENSURE THAT THERE ARE NO CONFLICTING SIGNS AND THAT LANE CONTINUITY IS

IF WORKING WITHIN TWO OR MORE WORK AREAS SIMULTANEOUSLY THE CONTRACTOR SHALL

LINE OF SIGHT FOR MOTORISTS OR PEDESTRIANS.

SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT

OR LOCATED BEYOND THE REQUIRED DEFLECTION DISTANCES.

SIGN SUPPORT UNLESS PROTECTED BY TEMPORARY CONCRETE BARRIER, GUIDE RAIL

ALL CONSTRUCTION SIGNS SHALL BE MOUNTED ON NCHRP350 APPROVED TEMPORARY

CONTRACT.

THEIR ORIGINAL CONDITION AND/OR LOCATION UNLESS OTHERWISE REPLACED IN THIS

ADDITIONAL COST TO THE CITY OF ROCHESTER. EXISTING SIGNS SHALL BE RESTORED TO

TO THE SIGN CAUSED BY THE METHOD USED TO COVER THE SIGN PANELS AT NO

THE RESIDENT ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE

TRAFFIC CONTROL SHALL BE COVERED, REMOVED, STORED OR RESET AS DIRECTED BY

ANY EXISTING SIGNAGE, INCLUDING OVERHEAD SIGNS THAT CONFLICT WITH THE TEMPORARY

THE FINAL SIGN LOCATIONS WILL BE APPROVED BY THE RESIDENT ENGINEER.

BECAUSE OF SIGHT DISTANCE OR OTHER CONSIDERATIONS THAT RESTRICT VISIBILITY.

ALONG WITH THE NYS SUPPLEMENT. THE LOCATIONS OF SIGNS MAY BE ADJUSTED

ALL TRAFFIC CONTROL DEVICES AND SIGNS SHALL CONFORM TO THE NATIONAL MUTCD

SIGNS OR INSTALLING NEW TEMPORARY TRAFFIC PATTERNS.

OF 5 WORKING DAYS PRIOR TO REMOVING OR RESETTING ANY PARKING REGULATION

CONTRACTOR MUST CONTACT THE MCDOT DISPATCHER AT (585) 753-7750 A MINIMUM

ON TWO LANE ROADS AT INTERSECTIONS PER THE NYSDOT STANDARD SHEETS.

TYPE III BARRICADES SHALL BE USED FOR SIDEWALK CLOSURES AND FLAGGING OPERATIONS

PROVIDE A MINIMUM 2 FT LATERAL CLEARANCE TO THE TRAVELED WAY.

WHERE POSSIBLE ALL DELINEATION DEVICES ARE TO BE PLACED SO AS TO

OF PLACEMENT OF THE TOP COURSE HMA.

PERMANENT LONG LINE PAVEMENT MARKINGS SHALL BE APPLIED WITHIN 24 HOURS

MARKINGS STRIPES (TRAFFIC PAINT).

MARKINGS WILL BE PAID FOR UNDER ITEM 619.0901 - TEMPORARY PAVEMENT

OF THE MILLING OPERATION BEING COMPLETED. THE TEMPORARY PAVEMENT

TEMPORARY LONG LINE PAVEMENT MARKINGS SHALL BE APPLIED WITHIN 24 HOURS

ITEM.

TEMPORARY PAVEMENT MARKINGS WILL BE PAID FOR UNDER THEIR RESPECTIVE

OPERATIONS SHALL ALSO BE MAINTAINED AS ORDERD BY THE RESIDENT ENGINEER.

PAVEMENT MARKINGS THAT HAVE BEEN DISTURBED BY UTILITY COMPANY

RE-STRIPING OF AREAS THAT ARE IN A LATER PHASE OF THE PROPOSED WORK.

ROADWAY PRIOR TO OR DIRECTLY AFTER WINTER SHUTDOWN OR THE

RESIDENT ENGINEER. THIS ALSO INCLUDES THE RE-STRIPING OF THE EXISTING

ZONES SHALL BE MAINTAINED AND/OR RE-STRIPED IF REQUIRED BY THE

EXISTING PAVEMENT MARKINGS OUTSIDE OF THE DISTURBED CONSTRUCTION

NON-WORKING HOURS. PAYMENT WILL BE MADE UNDER ITEM 619.01.

TRAFFIC CONTROL DEVICES SHALL BE USED TO DELINEATE ACCESS CONTROL DURING

DEEMED SUITABLE FOR THE CIRCUMSTANCES. PLASTIC DRUMS OR OTHER APPROVED

SHALL BE CONSTRUCTED OF CRUSHED STONE OR ASPHALT CONCRETE WHICHEVER IS

SMOOTH TRANSITIONS FROM DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES. TRANSITIONS

AT A TIME. ACCESS TO DRIVEWAYS SHALL BE RESTORED AS SOON AS POSSIBLE.

IS OPEN. FOR PROPERTIES WITH MULTIPLE DRIVEWAYS ONLY ONE MAY BE CLOSED

MAINTAIN ACCESS TO COMMERCIAL DRIVEWAYS AT ALL TIMES WHEN THE BUSINESS

BY THE CONTRACTOR AT LEAST 48 HOURS IN ADVANCE. THE CONTRACTOR SHALL

PROPERTY OWNERS WHOSE DRIVEWAYS WILL BE MADE INACCESSIBLE SHALL BE NOTIFIED

TIMES UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE WITH THE PROPERTY OWNER.

ACCESS TO RESIDENTIAL AND COMMERCIAL DRIVEWAYS SHALL BE MAINTAINED AT ALL

TRAFFIC CONTROL.

BE INCLUDED IN THE PRICE BID FOR ITEM 619.01 - BASIC WORK ZONE

EQUIPMENT ANY RE-EXCAVATION OF TEMPORARY RESTORED AREAS SHALL

ENGINEER. THE COST OF ALL WORK INCLUDING LABOR, MATERIALS,

NYSDOT SPECIFICATIONS OR TO A DEPTH AS DIRECTED BY THE RESIDENT

SHALL BE BACKFILLED IN ACCORDANCE WITH SECTION 203 OF THE

IN PROGRESS ALL OPENING SHALL BE COVERED WITH STEEL PLATES OR

AT THE END OF THE WORK DAY. AT ALL TIMES WHEN WORK IS NOT

INSTALLATION OR OTHER CONSTRUCTION ACTIVITIES SHALL BE REOPENED

ALL AREAS TEMPORARILY EXCAVATED FOR CURB, DRAINAGE STRUCTURE

PERIODS THAT EXCEED 2 WEEKS IN DURATION.

2 WEEKS IN DURATION. TRAFFIC CONTROL BOARD APPROVAL IS REQUIRED FOR LONG TERM

MAY BE LIFTED BY CITY ENGINEER FOR SHORT TERM PERIOD THAT DOES NOT EXCEED

FULLY ACCESSIBLE FOR VEHICULAR TRAFFIC AT ALL TIMES. PEAK RUSH HOUR RESTRICTION

AND 4PM TO 6PM MONDAY THRU FRIDAY. THESE STREETS ARE TO REMAIN OPEN AND

NO WORK IS TO OCCUR ON THESE STREETS DURING PEAK RUSH HOURS OF 7AM TO 9AM

SIGNIFICANT AMOUNT OF VEHICULAR TRAFFIC, ESPECIALLY DURING PEAK RUSH HOURS.

PUBLIC STREETS THAT ARE DESIGNATED AS ARTERIAL AND COLLECTOR STREETS GENERATE

LANES SHALL BE 10 FT.

PRACTICAL. IF A LANE REDUCTION IS REQUIRED THE MINIMUM WIDTH OF THE TRAVEL

EXISTING LANE WIDTHS SHALL BE MAINTAINED THROUGHOUT THE WORK ZONES WHERE

CONSTRUCTION VEHICLES, CONSTRUCTION MATERIALS OR EXISTING VEGETATION.

ALL TRAFFIC CONTROL DEVICES SHALL BE CLEARLY VISIBLE AND NOT BLOCKED BY

RELATED WORK AS DIRECTED BY THE RESIDENT ENGINEER.

TEMPORARY PAVEMENT MARKINGS, DELINEATION DEVICES, FLAGGERS OR ANY OTHER

SHALL BE IN PLACE. THIS INCLUDES ALL SIGNS, TEMPORARY SIGNAL MODIFICATIONS,

PRIOR TO STARTING ANY WORK THE PROPOSED TEMPORARY TRAFFIC CONTROL

RESIDENT ENGINEER.

WITH THE NEW YORK STATE (NYS) SUPPLEMENT AND AS ORDERED BY THE

SHEETS, THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

THE NYSDOT STANDARD SPECIFICATIONS, THE APPLICABLE NYSDOT STANDARD

WORK ZONE TRAFFIC CONTROL SHALL CONFORM TO ALL REQUIREMENTS OF

PROVIDED WITHIN THE PLAN SHEETS ARE TO PROVIDE GUIDANCE ONLY.

APPLICABLE WORK ZONE TRAFFIC CONTROL DETAILS. THE PLANS AND NOTES

THE CONTRACTOR SHALL REFER TO THE NYSDOT STANDARDS SHEETS FOR ALL

TO BE CONSIDERED MINIMUM STANDARDS.

APPLY. THE STANDARDS OF APPLICATION NOTED THEREIN AND ON THE PLANS ARE

NOT SPECIFIED IN THE PLANS, THE PROVISIONS OF PART 6 OF THE MUTCD SHALL

FOR TYPICAL APPLICATIONS OF TRAFFIC CONTROL DEVICES IN CONSTRUCTION AREAS

THE MINIMUM REQUIRMENTS.

ENGINEER (AOBE). THE TYPICAL DETAILS DEPICTED IN THESE DOCUMENTS REFLECT

IN THE PLANS AND PROPOSAL OF THIS CONTRACT, AND AS ORDERED BY THE

SUPPLEMENT TO THE NATINAL MUTCD, THE WORK ZONE TRAFFIC CONTROL DETAILS

CONTROL DEVICES (MUTCD) (AS CURRENTLY REVISED), THE NEW YORK STATE

IN THE NEW YORK STANDARD SHEETS, THE NATIONAL MANUAL OF UNIFORM TRAFFIC

CURRENT STANDARD SPECIFICATIONS, THE WORK ZONE TRAFFIC CONTROL DETAILS

CONTRACT IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 619 OF THE

THE CONTRACTOR SHALL MAINTAIN TRAFFIC THROUGHOUT THE LENGTH OF THE

IN THE PLANS.

THE PROJECT WILL BE ACCEPTABLE DURING THESE PERIODS UNLESS OTHERWISE INDICATED

DIRECTION AND IN ALL AREAS. NO WORK THAT INTERRUPTS TRAFFIC FLOW THROUGH

OR A.O.B.E. A MINIMUM OF ONE (1) THROUGH TRAVEL LANE SHALL BE MAINTAINED IN EACH

BICYCLE, AND PEDESTRIAN TRAFFIC THROUGHOUT THE PROJECT LIMITS DURING HOLIDAYS

THE CONTRACTOR SHALL PROVIDE SAFE AND CONTINUOUS ACCESS FOR VEHICULAR,

AT LOCATIONS THAT ARE NOT WITHIN THE PROJECT LIMITS.

IF THE ROUTE IS NEEDED FOR EMERGENCY PURPOSES. THIS ALSO INCLUDES INCIDENTS

THE RESIDENT ENGINEER MAY REQUIRE THAT ALL LANES BE RE-OPENED AT ANY TIME

TRAFFIC THE LANE CLOSURES SHALL BE REMOVED AND THE ROADWAY OPENED TO TRAFFIC.

TRAFFIC DELAYS OR CREATING A SAFETY CONCERN DUE TO SLOW OR STOPPED

IF THE RESIDENT ENGINEER DEEMS THAT THE LANE CLOSURES ARE CAUSING EXCESSIVE

RESIDENT ENGINEER.

WITH FLAGGERS OR OTHER SIGNS/DELINEATION DEVICES AS DIRECTED BY THE

IN AN AREA WHERE VISIBILITY IS RESTRICTED THE WORK ZONE SHALL BE SUPPLEMENTED

FEATURE WHENEVER POSSIBLE. IN THE EVENT THAT THE WORK ZONE REQUIRES SET UP

SHOULD NOT BE INSTALLED BEFORE CURVES OR ANY OTHER SIGHT RESTRICTING

AMOUNT OF VISIBILITY PER THE EXISTING CONDITIONS. SHORT TERM LANE CLOSURES

SHORT TERM LANE CLOSURES SHALL BE INSTALLED AS TO PROVIDE THE GREATEST

4.

3.

2.

1.

8.

7.

6.

5.

4.

3.

2.

1.

3.

2.

1.

PROPERTY MANAGER OLIVIA OSTERBERG. OLIVIA CAN BE REACHED AT 585-484-0123.

CONSTRUCTION ACTIVITIES WITH THE OWNER, KRISTIN KLOCK, AS WELL AS THE

DURING WEEKDAY BUSINESS HOURS. THE CONTRACTOR SHALL COORDINATE ANY

ON EVENINGS AND WEEKENDS HOWEVER THERE MAY BE TIMES WHERE AN EVENT IS

AT 52 SAGER DRIVE (STA. S 14+40, LEFT). TYPICAL EVENTS AT THIS LOCATION OCCUR

SHALL MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES TO THE KIN EVENT SPACE LOCATED

IN ADDITION TO THE PROVISIONS SET FORTH IN NOTE 2 ABOVE, THE CONTRACTOR

THROUGHOUT THE PROJECT. PAYMENT WILL BE MADE UNDER ITEM 619.01.

MAINTAINED TO ALL RESIDENTIAL AND COMMERCIAL PROPERTIES AT ALL TIMES

SAFE PEDESTRIAN CROSSING AND ACCESSIBILITY. PEDESTRIAN ACCESS SHALL BE

HIGHWAY LAW. THE USABLE PATH SHALL BE CLEARLY MARKED TO ENSURE

PATH SHALL COMPLY WITH THE PROVISIONS OF THE ADA GUIDELINES AND NYS

PEDESTRIANS AND BICYCLISTS THROUGH AND AROUND WORK ZONES. THE TRAVEL

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A USABLE TRAVEL PATH FOR

IMPEDE THE PATH OF PEDESTRIAN OR BICYCLE TRAFFIC.

THE CONTRACTOR SHALL NOT STORE ANY EQUIPMENT OR MATERIALS THAT

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PC 16146

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NONE

MPT-2

GENERAL MAINTENANCE & PROTECTION OF TRAFFIC NOTES:

R

MARGIN

INNER

ALL AROUND

4" CLEAR BORDER4"

R City of Rochester, NY

2"2

"

4'

XXXXX XXXXX, XXX.

CONTRACTOR:

Field Office 000-0000

City Hall 311 or 428-5990

For Information Call:

6'

Rochester City CouncilLovely A. Warren, Mayor

N15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

PROJECT SIGN

5-7-01

DWG.NO.S999-2

NON-STANDARD

1-1-14

CITY OF ROCHESTER

ISSUED

REVISED

LOWER CITY MARK

CLEAR BORDER AND TOP TO LINE UP WITH TOP OF

RIGHT SIDE MAYOR'S SIGNATURE TO BE FLUSH WITH

TO BE FLUSH WITH CLEAR BORDER

LOWER CITY MARK TO BE 5" DIAMETER AND BOTTOM

TO BE FLUSH WITH INNER MARGIN

"CONTRACTOR" AND "FOR INFORMATION CALL" TEXT

WITH CLEAR BORDER

UPPER CITY MARK TO BE 9" DIAMETER AND FLUSH

TEXT

INNER MARGIN 4" BETWEEN UPPER CITY MARK AND

CLEAR BORDER 4" ALL AROUND

1.25" LETTERS INITIAL CAP

SWISS 721 CONDENSED BOLD

CITY OF ROCHESTER:

0.625" LINE SPACING


SWISS 721 CONDENSED BOLD ITALIC

ROCHESTER CITY COUNCIL:

0.625" LINE SPACING


SWISS 721 CONDENSED BOLD ITALIC

MAYOR'S SIGNATURE:

0.75" LINE SPACING



FOR INFORMATION CALL:

CONTRACTOR AND

2" LINE SPACING

4" LETTERS INITIAL CAP


PROJECT TITLE:

6.

5.

4.

3.

2.

1.

LAYOUT: LETTERS:

NOTES:

2 FOOT AS REQUIRED IN CONTRACT DOCUMENTS.

SIGN CAN BE REDUCED PROPORTIONALLY TO 3 FOOT x

LINE TO BE 30 POINT RULE.

COLOR 287C BLUE.

CITY MARK AND ALL TEXT TO BE COLORED TO MATCH PMS

5 FEET ABOVE GROUND.

BOTTOM OF SIGN BOARD IS TO BE POSTED A MINIMUM OF

PAINTED WITH 2 COATS WHITE EXTERIOR ENAMEL PAINT.

BOARD TO BE 6 FOOT x 4 FOOT x ƒ INCH PLYWOOD

WRITTEN APPROVAL FROM THE CITY FOR SIGN LAYOUT.

PRIOR TO SIGN FABRICATION, CONTRACTOR MUST OBTAIN

ITEM S999.0101

IMPROVEMENT PROJECT

SAGER DRIVE

SAGER DRIVE

UNIVERSITY AVE

EAST AVENUE

CULV

ER

RO

AD

OLIV

ER ST

REET

DO

UGL

AS

RO

AD

HA

WT

HO

RNE ST

REET

BR

UNS

WIC

K ST

REET

NOT TO SCALE

GENERAL MAINTENANCE OF TRAFFIC SIGN LAYOUT

AHEAD

WORK

ROAD

(36"x36")

W20-1

AHEAD

WORK

ROAD

(36"x36")

W20-1

AHEAD

WORK

ROAD

(36"x36")

W20-1

AHEAD

WORK

ROAD

(36"x36")

W20-1

ROAD WORK

END

(36'X18")G20-2

BLV

D.

EAST

SIGN

PROJECT

LOCATION

PROJECT

TRAFFIC

EASTBOUND

ONE WAY

SPACING = 30'

MAX. DELINEATOR

TYPICAL PHASE ONE WORK AREA

S 12+00

BLOCK WALL

TRAFFIC FLOW

ONE WAY EASTBOUND

WORK AREA

PHASE ONE

16'

34.5'

S 12+00

TYPICAL PHASE TWO WORK AREA

ONE WAY EASTBOUND TRAFFIC FLOW

CONSTRUCTED IN PHASE ONE

PROPOSED IMPROVEMENTS

BLOCK WALL

WORK AREA

PHASE TWO

SPACING = 30'

MAX. DELINEATOR

25.5'

ONE WAY

ONE WAY

ONE WAY

ONE WAY

TO BACK)

(MOUNTED BACK

(36"x12")

R6-1L

R6-1R

CULV

ER

RO

AD

CONSTRUCTION SEQUENCING NOTES:

6.

5.

4.

3.

2.

1.

11'

11'

PHASE ONE TEMPORARY PAVEMENT SECTION

NO EXISTING STONE MATERIAL EXISTS

6" OF NEW SUBBASE MATERIAL IN AREAS WHERE

2" OF BINDER. THE INTENT IS TO ONLY INSTALL

CREATE A SMOOTH SURFACE TO INSTALL THE

AND ADD ADDITIONAL TYPE 2 MATERIAL TO

THE CONTRACTOR SHALL COMPACT THE STONE

IN AREAS WHERE THERE IS EXISTING STONE

TO BACK)

(MOUNTED BACK

(36"x12")

R6-1L

R6-1R

(30"x30")

R5-1

ITEM S412.08

F9 BINDER

2" OF TYPE 19

ITEM S412.08

TYPE 2 SUBBASE

6" MIN. OF

SIGNAGE REQUIREMENTS.

FOR TYPICAL LANE CLOSURE DETAILS REFER TO SECTION 619 OF THE NYSDOT STANDARD SHEETS AND MUTCD FOR APPLICABLE

TRAFFIC SHALL BE REMOVED OR COVERED AS DIRECTED BY THE RESIDENT ENGINEER.

ANY EXISTING PAVEMENT MARKINGS OR SIGNS THAT CONFLICT WITH THE STAGING OR MAINTENANCE & PROTECTION OF

THE RESIDENT ENGINEER, FOR THE BLIND/VISUALLY IMPAIRED, AS NECESSARY.

THE CONTRACTOR SHALL MAINTAIN AT ALL TIMES DESIGNATED ACCESS/SAFE WALKING/DROP OFF AREAS, AS DIRECTED BY

ALL DRIVING LANES DURING CONSTRUCTION SHALL BE A MINIMUM OF 10' WIDE.

OR AS ORDERED BY THE RESIDENT ENGINEER.

OF TRAFFIC. THE SAFE SCHOOL ROUTE MAINTENANCE PLAN SHALL STAY IN EFFECT FOR THE DURATION OF CONSTRUCTION

ORDERED BY THE RESIDENT ENGINEER SHALL BE INCLUDED IN THE UNIT PRICE BID FOR BASIC MAINTENANCE AND PROTECTION

TO THE BEGINNING OF ANY WORK WHICH IMPACTS THE ROUTE. ANY ADDITIONAL SIGNAGE, FLAGGERS, OR OTHER REQUIREMENTS

WITH THE RESIDENT ENGINEER OR SPECIFIED AGENT. SAFE SCHOOL ROUTE PLANS SHALL BE SUBMITTED AND APPROVED PRIOR

THE CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK IMPACTING SCHOOL PEDESTRIAN TRAFFIC AND SCHOOL BUS TRAFFIC

BARRICADE LIGHTS, SPACED 4 FOOT CENTER TO CENTER.

WHEN ORDERED BY THE RESIDENT ENGINEER, BARRICADES SHALL BE LIGHTED WITH TYPE "A" LOW INTENSITY YELLOW

DAMAGED BY CONTRACTOR'S ACTIVITIES DURING THE CONTRACT TERM SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

RESTRICTIONS THAT WILL BE UTILIZED DURING CONSTRUCTION OF THE PROJECT. EXISTING SIGNS AND PROPOSED SIGNS

CONTRACTOR SHALL COVER, REMOVE OR RELOCATE EXISTING SIGNS WHICH CONFLICT WITH THE VARIOUS ACCESS AND TRAFFIC

ALL EXISTING TRAFFIC SIGNS SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION OF THE PROJECT. THE

WORKING HOURS, AS CONSTRUCTION ACTIVITIES DICTATE, WITH APPROVAL OF THE RESIDENT ENGINEER.

ALL INTERSECTING STREETS, BUILDINGS AND DRIVEWAYS. WITH PROPER COORDINATION, ACCESS MAY BE RESTRICTED DURING

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES SAFE AND ADEQUATE INGRESS AND EGRESS TO AND FROM

COVERED WITH METAL PLATES, AND/OR DELINEATED AS ORDERED BY THE RESIDENT ENGINEER.

TO MAINTAIN TRAFFIC WHEN THE CONTRACTOR IS NOT WORKING, ALL OPEN EXCAVATIONS WITHIN THE ROADWAY SHALL BE

REFER TO APPLICABLE NYSDOT STANDARD SHEETS 619-02, 619-04, 619-10, 619-11, 619-12 AND 619-50.

619, UTILIZING THE NYSDOT WORK ZONE TRAFFIC CONTROL DETAILS SHOWN ON SECTION 619 OF THE STANDARD SHEETS.

ONE-WAY EASTBOUND TRAFFIC SHALL BE MAINTAINED AT ALL TIMES IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION

TRAFFIC CONTROL.

FLAGGERS SHALL BE PROVIDED DURING WORKING HOURS TO PROTECT TRAFFIC AT ALL TIMES AND TO PROVIDE ADEQUATE

SPACING SHALL BE PER THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

BE DETERMINED BY THE RESIDENT ENGINEER TO ENSURE SIGHT DISTANCE AND VISIBILITY OF EXISTING SIGNS. SIGN

THE SIGN LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. THE EXACT LOCATION FOR BEST VISIBILITY SHALL

COMMENCING WORK.

ALL SIGNS AS SHOWN ON THE DRAWING AND AS ORDERED BY THE RESIDENT ENGINEER SHALL BE IN PLACE PRIOR TO

AS APPROVED BY THE MONROE COUNTY TRAFFIC ENGINEER AND CITY OF ROCHESTER.

THE PLANS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, NYS SUPPLEMENT AND NYSDOT STANDARD SPECIFICATIONS

THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AND MAINTAIN ALL TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH

REFER TO DRAWING NO. MPT-1 FOR ADDITIONAL MAINTENANCE AND PROTECTION OF TRAFFIC NOTES.

WORK ZONE

PLACED TO BLOCK

TYPE III BARRICADES

ITEM 619.04

SIGN

PROJECT

REMOVED PRIOR TO THE PHASED CONSTRUCTION.

EXISTING TREES THAT ARE IN CONFLICT WITH PHASE ONE EASTBOUND TRAFFIC SHALL BE

UTILIZING THE MOVEABLE WORK ZONE WITH FLAGGERS USED DURING THE WATER MAIN INSTALLATION.

THE CONTRACTOR SHALL HAVE THE OPTION OF INSTALLING THE PROPOSED CATCH BASINS

UNDER ITEM S917.04 - RELOCATE EXISTING HYDRANT.

TO THE PROPOSED LOCATION. THE RELOCATION OF THE HYDRANTS WILL BE PAID FOR

THAT PHASE. AFTER THE PHASE ONE WORK IS COMPLETE THE HYDRANT CAN BE RELOCATED

ONE WORK ZONE SO IT DOES NOT IMPEDE THE ONE WAY EASTBOUND TRAFFIC LANE DURING

STA. S 14+29 WILL BE REQUIRED TO BE TEMPORARILY INSTALLED OUTSIDE OF THE PHASE

WILL BE INSTALLED AT STA. S 10+35. THE PROPOSED HYDRANT TO BE LOCATED AT

ONE WORK ZONE. AFTER THE PHASE ONE CONSTRUCTION IS COMPLETE A NEW HYDRANT

THE EXISTING HYDRANT AT STA. S 10+32 SHALL BE RELOCATED OUTSIDE OF THE PHASE

WITH THE PHASED CONSTRUCTION AS INDICATED ON THIS DRAWING, AND SUBSEQUENT DRAWINGS.

AFTER COMPLETION OF THE WATER MAIN INSTALLATION THE CONTRACTOR SHALL PROCEED

AND CITY OF ROCHESTER.

STANDARD SPECIFICATIONS AS APPROVED BY THE MONROE COUNTY TRAFFIC ENGINEER

PLANS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, NYS SUPPLEMENT AND NYSDOT

MOVEABLE WORK ZONE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE

SHALL BE COMPLETED UTILIZING A MOVEABLE WORK ZONE WITH FLAGGERS. THE

INSTALL THE PROPOSED WATER MAIN IMPROVEMENTS. THE WATER MAIN INSTALLATION

PRIOR TO THE INSTALLATION OF THE PHASE ONE WORK ZONE THE CONTRACTOR SHALL

PRIOR TO BEGINNING WORK.

PLAN MUST BE APPROVED BY THE CITY OF ROCHESTER AND ENGINEER IN CHARGE

CONSTRUCTION SEQUENCING PLAN PRIOR TO THE START OF WORK. THE ALTERNATIVE

SAGER DRIVE. THE CONTRACTOR MAY ELECT TO SUBMIT AN ALTERNATIVE

DISRUPTION TO THE ON-STREET PARKING AND ACCESS TO THE BUSINESSES ALONG

THESE NOTES REFLECT THE SUGGESTED CONSTRUCTION SEQUENCING TO MINIMIZE

RIGHT OF WAY

IN CULVER ROAD OR EAST BLVD.

THESE SIGNS ONLY IF WORKING

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NS - 1

TS-1

1"=4'

SOUTH R.O.W.

EXISTING

NORTH R.O.W.

EXISTING

HCL

TGL

18'

PROPOSED ROADWAY

18.5' & VARIES

REVERSE ANGLE PARKING

11.5'6.5'

SEE TABLE3% TO 6%

VARIES

OR EXISTING BUILDING STRUCTURES

OF EXISTING RETAINING WALL/FENCE

APPROXIMATE LOCATION

18.5' & VARIES

REVERSE ANGLE PARKING

SEE TABLE

0.75% TO 2%

VARIES

3%

STRUCTURES

OF EXISTING BUILDING

APPROXIMATE LOCATION55' & VARIES - PROPOSED PAVEMENT

8'

TYPICAL SECTION NO. 1 - SAGER DRIVENOTES:

TGL

HCL

1.5%VARIES

DRIVEWAY SLOPE

SIDEWALK

PROPOSED

8' 18.5'

STATION CROSS SLOPE

LEFT SIDE

STATION CROSS SLOPE

RIGHT SIDE

REVERSE ANGLE PARKING CROSS SLOPE TABLE

STA. S 10+11.85 TO STA. S 17+96.93

TYP.

7‚"

S 16+24 TO S 17+52

S 14+66 TO S 15+84

S 13+59 TO S 14+13

S 11+77 TO S 12+84

S 10+44 TO S 11+29

6%

6%

6%

3%

3%

EXCAVATION AND DISPOSAL, TYP.

LIMIT OF UNCLASSIFIED

ITEM 203.02

SEE NOTE 5

1.5%

MAX. SLOPE

1:3

TGL

HCL

1.5%

5'

6.5'

6.5'

STA. S 15+87 TO STA. S 16+78 - LEFT

(1 •" REVEAL)

CURB, GRANITE

STONE HEADER

(1 •" REVEAL)

CURB, GRANITE

STONE HEADER

SEE NOTE 6

SIDEWALK

PROPOSED

6" SUBBASE COURSE, TYP.

ITEM 304.12

5" THICK

(INCLUDING EXCAVATION AND SUBBASE COURSE), TYP.

CONCRETE SIDEWALKS AND DRIVEWAY

ITEM S608.14

SEE NOTE 7

5" THICK (7" THICK IN DRIVEWAYS AREAS AND CURB RAMPS)



ITEM S608.14

7" THICK



ITEM S608.14

AND UNDERDRAIN FILTER MATERIAL

CORRUGATED POLYETHYLENE PIPE

6" HIGH DENSITY PERFORATED

ITEM S605.170106

7" THICK

SUBBASE COURSE), TYP.

(INCLUDING EXCAVATION AND


ITEM S608.14

TYPICAL NON-PARKING AREA DETAIL - NORTH SIDE

SIDEWALK DETAIL - NORTH SIDE AT DRIVEWAY APRONS

TGL

11.5'

3%

TYPICAL NON-PARKING AREA DETAIL - SOUTH SIDE

SOUTH R.O.W.

EXISTING

OF EXISTING BUILDING/GARAGE


HCL

8'

APRON

DRIVEWAY

VARIESDRIVEWAY SLOPE

BEHIND SIDEWALK

PROPOSED RESTORATION

AND DWG. NO. CD-16 FOR

REFER TO DWG. NO. RP-2

(1 •" REVEAL)

CURB, GRANITE

STONE HEADER

ASPHALT DRIVEWAY - LIGHT DUTY

ITEM S608.15

EXISTING, TYP.

MATCH

TGL

11.5'

3%

SOUTH R.O.W.

EXISTINGHCL

EXISTING, TYP.

MATCH

TREE LAWN AREA - SOUTH SIDE

(7 ‚" REVEAL)

GRANITE

STONE CURB,

OR EXISTING BUILDING STRUCTURES

OF EXISTING RETAINING WALL/FENCE


HYDROSEEDING

ITEM S610.0502

4" TOPSOIL

ITEM S613.03

8.

7.

6.

5.

4.

3.

2.

1.

SEE NOTE 8

EXISTING, TYP.

MATCH

GRANITE, TYP.

STONE CURB,

ITEM S609.260501

ITEM S609.250501

ITEM S609.2405

ITEM S609.2305

SEE NOTE 8

EXISTING, TYP.

MATCH

SEE NOTE 4

SIDEWALK

PROPOSED

S 16+78 TO S 17+64

S 15+50 TO S 15+87

S 15+00 TO S 15+50

S 14+48 TO S 15+00

S 12+38 TO S 13+86

S 10+46 TO S 11+74

2%

2%

TRANSITION

0.75%

2%

2%

STA. 17+64 TO STA. S 17+96.93 - LEFT (END OF WORK - NO DRIVEWAY AT THIS LOCATION)



STA. 10+11.85 TO STA. S 10+46 - LEFT (START OF WORK - NO DRIVEWAY AT THIS LOCATION)

AND RESIDENTIAL PROPERTIES ALONG SAGER DRIVE

IS ELIMINATED TO INSTALL DRIVEWAY ACCESS TO THE VARIOUS BUSINESSES

THIS DETAIL APPLIES TO LOCATIONS WHERE THE REVERSE ANGLE PARKING

STA. 15+84 TO STA. S 16+24 - RIGHT

STA. S 12+84 TO STA. S 13+59 - RIGHT


STA. 10+11.85 TO STA. 10+44 - RIGHT (START OF WORK - NO DRIVEWAY AT THIS LOCATION)

PROPERTIES ALONG SAGER DRIVE

DRIVEWAY ACCESS TO RESIDENTIAL

REVERSE ANGLE PARKING IS ELIMINATED TO INSTALL

THIS DETAIL APPLIES TO LOCATIONS WHERE THE

REVERSE ANGLE PARKING CROSS SLOPE TABLE NOTES:

OF THE PARKING AREAS.

REFER TO THE DETAILS ON THIS DRAWING FOR SLOPES OUTSIDE1.

STA. S 17+52 TO STA. S 17+96.93 - RIGHT

STA. 15+84 TO STA. S 16+24 - RIGHT

STA. 14+13 TO STA. 14+66 - RIGHT



THE LIMITS OF ASPHALT DRIVEWAYS AND CONCRETE AREAS

REVERSE ANGLE PARKING IS ELIMINATED IN AREAS OUTSIDE

THIS DETAIL APPLIES TO LOCATIONS WHERE THE

66' TO 72.88' - EXISTING RIGHT OF WAY

ITEM S407.0301 - DILUTED TACK COAT, TYP.

ITEM 304.11 - 5" SUBBASE COURSE, TYPE 1, TYP.

ITEM 304.12 - 6" SUBBASE COURSE, TYPE 2, TYP.

ITEM 402.377903 - 6" OF 37.5 F9 BASE COURSE HMA, 70 SERIES COMPACTION (2-3" LIFTS), TYP.

ITEM 402.197903 - 2" OF 19 F9 BINDER COURSE HMA, 70 SERIES COMPACTION, TYP.

ITEM 402.097203 - 1•" 9.5 F2 TOP COURSE HMA, 70 SERIES COMPACTION, TYP.

SEE DRAWING NO. RP-1 AND RP-2 FOR WORK BEYOND THE RIGHT OF WAY.

AGAINST ALL CURB, ETC.) IN THE TOP COURSE IN ACCORDANCE WITH NYSDOT STANDARD SPECIFICATION 418.

ASPHALT PAVEMENT JOINT ADHESIVE, ITEM 418.7603, SHALL BE APPLIED TO ALL JOINTS (LONGITUDINAL, TRANSVERSE,

EXCAVATION AND SUBBASE COURSE)

CONCRETE INSTALLATION IN THOSE AREAS WILL BE PAID FOR UNDER ITEM S608.37 - EXPOSED AGGREGATE CONCRETE (INCLUDING

REFER TO DRAWING NOS. RP-1 AND RP-2 FOR LOCATIONS OF EXPOSED AGGREGATE CONCRETE ADJACENT TO THE PROPOSED SIDEWALK.

TO STA. S 16+03 THE PROPOSED SIDEWALK SHALL BE 8' WIDE WITH CONCRETE WALKWAYS EXTENDING TO EXISTING DOORWAYS.

THE PROPOSED SIDEWALK FROM STA. S 10+59 TO STA. S 13+80 SHALL EXTEND TO THE EXISTING BUILDING FACES. FROM STA. S 14+16

APRONS (STA. S15+87 TO S 16+60 LEFT) SHALL NOT EXCEED A 2% CROSS SLOPE.

A MINIMUM 5' WIDTH OF SIDEWALK ADJACENT TO THE PROPOSED CURB (SEE SIDEWALK DETAIL - NORTH SIDE AT DRIVEWAY

THE INTENT OF THE DESIGN IS TO MATCH THE BACK EDGE OF SIDEWALK TO LIMIT THE IMPACTS TO THE ADJACENT AREAS.

DETAILS FOR PROPOSED DRIVEWAY PAVEMENT SECTION.

ITEM S608.15, S608.16 AND S608.17 - ASPHALT DRIVEWAY SHALL BE USED FOR DRIVEWAY RESTORATIONS. REFER TO CONSTRUCTION

ITEM S407.0301 - DILUTED TACK COAT SHALL BE PLACED BETWEEN ALL ASPHALT COURSES.

THE PRODUCT OF CRUSHED LEDGE ROCK.

MATERIAL FOR SUBBASE COURSES ITEM 304.11 AND 304.12 (NYSDOT SECTION 304-2) SHALL CONSIST OF STONE WHICH IS

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PC 16146

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FEB. 2020

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9"

18"

SECTION

PAVEMENT

PROPOSED

6"

12"

CURB INSTALLATION

NOTES:

WET MIX

CLASS L

DRY MIX

CLASS L

6"

3"

6"

2.

1.

MDB

DJK

CD-1

10

NO SCALE

CO

NS

TR

UC

TIO

N

DE

TAIL

S - 1

FOR PAY ITEMS

AND UNDERDRAIN TABLE

TYPICAL SECTION DRAWING

LOCATION VARIES. REFER TO

TYPE OF UNDERDRAIN AND

AND DISPOSAL

UNCLASSIFIED EXCAVATION

ITEM 203.02

LIMIT OF

IN THE CONTRACT.

UNDER THE APPLICABLE UNDERDRAIN ITEMS

UNDERDRAIN. ALL WORK TO BE PAID FOR

DRAINAGE BASINS AND TO THE EXISTING

NEW UNDERDRAIN SHALL BE CONNECTED TO

ALL LIFTS OF HMA COURSES.

TACK COAT SHALL BE APPLIED BETWEEN

18"

AND UNDERDRAIN FILTER MATERIAL



ITEM S605.170106

18"

UNDERDRAIN DETAIL IN ROADWAY18"

ITEM S609.2405

ITEM S609.2305

5" STONE CURB

S609.2605.01

S609.250501

S609.2405

S609.2305

ITEM

5" SUBBASE COURSE, TYPE 1

ITEM 304.11


ITEM 304.12

6" OF 37.5 F9 BASE COURSE HMA, 70 SERIES COMPACTION, TYP.

ITEM 402.377903

2" OF 19 F9 BINDER COURSE HMA, 70 SERIES COMPACTION, TYP.

ITEM 402.197903

1 •" 9.5 F2 TOP COURSE HMA, 70 SERIES COMPACTION, TYP.

ITEM 402.097203


ITEM 304.11


ITEM 304.12

6" OF 37.5 F9 BASE COURSE HMA, 70 SERIES COMPACTION, TYP.

ITEM 402.377903

2" OF 19 F9 BINDER COURSE HMA, 70 SERIES COMPACTION, TYP.

ITEM 402.197903

1 •" 9.5 F2 TOP COURSE HMA, 70 SERIES COMPACTION, TYP.

ITEM 402.097203

ITEM S609.3005

NO.

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ITEM S609.260501

ITEM S609.250501

ITEM S608.380602

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ITEM S914.020100

ITEM S913.120100

ITEM S912.020100

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ITEM S917.01 ITEM S966.0317

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ITEM S966.0317

ITEM S412.08

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ITEM S608.16

ITEM S608.15

ITEM S608.17

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CD-10

ITEM S604.3705 ITEM S604.3705

ITEM S604.5010

NO.

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Y

4"

Hole

8" Dia

RPWD Approval.

Other Use Requires

Improvement Projects.

Of Rochester Street

Typical Detail for City

AUGUST 2019

MONROE COUNTY PURE WATERS

NOTES:

Finished GradeSlope

Curb

1:2 Mortar

Fill Gap with

Lateral Pipe

Std. Dwg. No. R604-1

Former City of Rochester

Course to Limits of Excavation

6" Stone Class B Bedding Leveling

Cradle

Curb

45°

1"

2"

Curb

AA

LLV Angle Frame

L 3 x 2 1/2 x 3/8

FIGURE 6.01

1.

2. Coat exterior surface of catch basin with 2 coats of bituminous coating.

equivalent.

Coat interior surface of catch basin with 2 coats of Duralkote 500 Epoxy or approved

L 5 x 3 1/2 x 1/2

2'-8 1/2"

1'-10 1/2"

Y

TYPE A

TYPE B

1'-

7"

11"

9 1/2"

2 1/2"

1 1/2"

for Concrete Collar Details

S604-92 and S604-93

Refer to City Drawing

or Approved Equivalent

or Flexolith Gel by Euclid Chemical

Mortar, Sikadur 33 by Sika Corp.,

Fill Void with 100% Solids Epoxy

with Inside Wall

Set End of Lateral Pipe Flush

Hole

Dia

meter

12"

1'-7"4"

Integrally with Walls

Floor Precast

3"

3"

6"

2'-

6"

Minim

um

12"

Varies

Minim

um

3'-

6"

Walls and Slab

Each Way in

#4 Rebar @ 12"

Concrete with

or Cast-in-Place

4000 PSI Precast

Walls 8" Thick

Welded to L

2 x 4 x 3/16

Strap Anchor

1"

#3 Rebar

L

SECTION A-A

ANCHOR DETAIL

1'-

1 1/

2"

of Structure

Outer Wall

Offset and Elevation

Point of Station,


S604-92 and S604-93


Edge of Concrete Collar

Strap Anchor

PLAN

Keyway all Walls

2" Deep x 3" Wide

Construction Joint with

Top and Bottom all Sides

Reinforcement and #3 Rebar

with Synthetic Micro-Fiber

Cast-in-Place Concrete -

4000 PSI or Class D

Recess

2"

TYPE A AND B CATCH BASIN

Strap Anchor

LLV Angle Frame with

L 3 x 2 1/2 x 3/8

(See Figure 6.05)

Reticuline Grate

3"

6"

A A

Basin Wall

Existing Catch

RPWD Approval.

Other Use Requires


Of Rochester Street


AUGUST 2019


6"

6"

Finished GradeSlope

1.

NOTES:

2.

3. Std. Dwg. No. S604-7


FRAME AND GRATE ADJUSTMENT

CATCH BASINFIGURE 6.10

12"

Minim

um

4"

Typ

Midpoint

Curb

1•"

PLAN VIEW BELOW GRATE

Structure Below

Outer Wall of

1:2 Mortar

Fill Gap with

Curb

Only

Do

wels

Belo

w

Dim

ensio

n for

SECTION A-A

Coat exposed exterior surface of new concrete with 2 coats of bituminous coating.

equivalent.

Coat interior surface of new concrete with 2 coats of Duralkote 500 Epoxy or approved

grout material in accordance with NYSDOT 721-03, prior to pouring new concrete cap.

accommodate new concrete cap. Coat top surface of walls with epoxy polysulfide

Scarify and/or remove top portion of existing catch basin walls to sufficient depth to

Curb Above View

Structure Below

Outer Wall of


S604-94 and S604-95

Refer to City Drawings


(if Required)

#5 Dowel Typical

Cradle

Curb

do not Require Vertical Dowels

Precast Catch Basins with Keyway

Catch Basin Wall

Drilled and Grouted into Existing

If Required Minimum (6) #5 Dowels

Typic

al

12"

Open

Catc

h

Basin

Well

or 6.07)

(See Figures 6.05

Frame and Grate

New Catch Basin

Reinforcement

Synthetic Micro-Fiber

Concrete - with

4000 PSI or Class D

Concrete Collar Details

S604-94 and S604-95 for


NOTES:

Finished Grade

AUGUST 2019


12"

FIGURE 2.06


S604-90 and S604-91 for


Fiber Reinforcement

with Synthetic Micro-

Class D Concrete

FOR PRECAST CONCRETE STRUCTURES

MANHOLE FRAME AND COVER ADJUSTMENT

Epoxy on Interior Surfaces

Provide 2 Coats of Duralkote 500

Bed Joints no Greater than 1/2")

2 Courses Brick and Mortar (Head and

Concrete Adjustment Ring, or Minimum

6"

Min

Finished Grade

24"

Typic

al

6"

Min

12"Concrete Collar Details

S604-90 and S604-91 for


Fiber Reinforcement


Class D Concrete

(See Note 3)

#5 Dowels



Bed Joints no Greater than 1/2")

2 Courses Brick and Mortar (Head and


Maxim

um

18"

EXISTING PRECAST CONCRETE MANHOLE

Dispose all Removed Materials

Down to 24" Below Finished Grade

Lid, Saw Cut Existing Riser Section

Remove Existing Precast Manhole

2.

5.

Course (See Note 2)

Slab Set in Mortar Leveling

Precast Concrete Top

WITH NEW FLAT TOP SLAB

EXISTING PRECAST CONCRETE MANHOLE

RPWD Approval.

Other Use Requires


Of Rochester Street


1.

3.

4.

to Meet Finished Grade

onto Existing Manhole Concrete Top Slab as Required

Adjustment Ring to Retrofit Manhole Frame and Cover

Remove/Add Courses of Brick, or Install Concrete

Note:

other work as necessary.

from entering sewer system during construction, by plugging, pumping, bailing and

Take appropriate measures to prevent surface water, mud, dirt and other foreign material

Bricks used for frame leveling course are to be ASTM C32, Grade SS.

Use (8) #5 dowels drilled and grouted into existing structure walls and new slab.

Duralkote 500 Epoxy. Shop drawings must be approved by MCPW before ordering new slab.

of slab pre-coated by manufacturer with RC-30. Coat surface of hole with 2 coats of

slab, as required. Slab is to be designed for AASHTO H-20 highway loading, and underside

Precast concrete top slab is to be 8" thick, with 24" diameter hole located in center of

Contractor to verify existing manhole size to match new precast concrete flat top slab.

Cover or Approved Equivalent (See Figure 2.07)

EJ Co. #1310Z1 Frame (9" Tall) and #1310A2

Standard Cast Iron Manhole Frame and Cover




DJK

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20

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CD-11

#3 Rebar Typical

#3 Rebar Typical

ITEM S604.3705

ITEM S604.5010

NO.

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of

SHEET NO.

DRAWING NO:

SCALE:

PROJECT NO.:

DATE:

DR

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TIT

LE:

PR

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NA

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CLIE

NT:

DRWN. BY:

CHKD. BY:

PROJ. MGR.:

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2'-3 1/2"

2'-2 1/2"

1'-

11 15/

16"

2 1/

2"

2 1/2"

1'-

10 11/

16"

3'-1 1/2"

3'-0 1/2"

1'-

11 15/

16"

2 1/

2"

2 1/2"

1'-

10 11/

16"

TYPE B FRAME PLAN

ANCHOR DETAIL

SECTION A-A

A A



A A

A A A A

TYPE B GRATE PLAN

TYPE A FRAME PLAN TYPE A GRATE PLAN

Member

Frame

x 3/8

L 3 x 2 1/2

Welded To L

x 4 x 3/16

Strap Anchor 2

1"

1"

45°

2"

3 Required)

(For Reticuline Grate,

1'-

6 15/

16"

Cle

ar

2'-8 1/2" Clear

Clear

1'-10 1/2"

1'-

6 15/

16"

Cle

ar

Grate

galvanized after fabrication, ASTM A123.

H-20 loading. Complete unit shall be hot dip

or approved equal. Units shall be designed for

#1 for Type A, and Model NYSDOT #3 for Type B,

reticuline type, Syracuse Castings Model NYSDOT

Frames and grates shall be galvanized steel 1.

NOTES:

Type Grate

Reticuline

Type Grate

Reticuline

Typical

Strap Anchor,

Typical

Strap Anchor,

RPWD Approval.

Other Use Requires


Of Rochester Street



FIGURE 6.05Feb 2005

FRAME AND GRATE

TYPE A & B CATCH BASIN

See Note 3

RPWD Approval.

Other Use Requires


Of Rochester Street


Finished Grade

1.

Finished Grade

FOR BRICK AND STONE STRUCTURES

MANHOLE FRAME AND COVER ADJUSTMENTAUGUST 2019 FIGURE 2.04


6"

6"

2.

3.

4.

5.

NOTES:

24"

Typic

al

Manhole

Centerline of

Existin

g

Manhole

Centerline of

Existin

g

12"

new slab.

of Duralkote 500 Epoxy. Shop drawings must be approved by MCPW before ordering

of slab pre-coated by manufacturer with RC-30. Coat surface of hole with 2 coats

of slab. Slab is to be designed for AASHTO H-20 highway loading, and underside

Precast concrete top slab is to be 8" thick, with 24" diameter hole located in center

Bricks used for frame leveling course are to be ASTM C32, Grade SS.

leveling course.

Lower limit of Class D concrete encasement is to be at, or below, lowest portion of

existing/new manhole frame and cover at required finished grade.

Remove/add courses of brick/block, or install concrete adjustment ring, to retrofit

and other work as necessary.

material from entering sewer system during construction, by plugging, pumping, bailing

Take appropriate measures to prevent surface water, mud, dirt and other foreign

12"

Centerline of

Fra

me

Centerline of

Fra

me

Fiber Reinforcement


Class D Concrete

Fiber Reinforcement


Class D Concrete

(See Note 5)

Structure Minimum 2"

Slab to Overhang Brick/Stone

Set in Mortar Leveling Course

Precast Concrete Top Slab

EXISTING BRICK OR STONE MANHOLE


S604-90 and S604-91 for




500 Epoxy on Interior Surfaces

Provide 2 Coats of Duralkote

no Greater than 1/2")

Course (Head and Bed Joints

or Brick and Mortar Leveling

Concrete Adjustment Ring,



and Bed Joints no Greater than 1/2")

2 Courses Brick and Mortar (Head


EXISTING BRICK OR STONE MANHOLE WITH NEW FLAT TOP SLAB

Typ

Min

Typ

Min


S604-90 and S604-91 for








OCTOBER 2019


FIGURE 2.07MANHOLE FRAME AND COVER

DJK

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CD-12

MANHOLE FRAME AND COVER

RPWD Approval.

Other Use Requires


Of Rochester Street




COVER

9"

24-1/4"

Minimum

24"

30" Below Finished Grade

with Ground Water Level Greater than

with Mortar Leveling Course in Paved Areas

#1310A2 Cover or Approved Equivalent

Cover EJ Co. #1310Z1 Frame (9" Tall) and

Standard Cast Iron Manhole Frame and

(2) Pickholes

Visible

Cast into Manhole Cover and be Plainly

Letters at least 1-1/4" High are to be

Word "SEWER" and Letters "MC-PW" in

Cast Iron Cover or Approved Equivalent

in Accordance with EJ Co. #1310A2

Cover 24" Diameter x 1-3/8" Thick

with ASTM A48 Class 30B or 35B.

iron without admixture of any cinder iron or metal of inferior quality, in accordance

Manhole frame and cover are to be cast iron, made of tough close-grained gray1.

NOTE:

REWES

WP-CM

ITEM S604.6026 ITEM S604.6026ITEM S604.5010

ITEM S604.3705

NO.

DA

TE:

DE

SC

RIP

TIO

N

RE

VISIO

NS

of

SHEET NO.

DRAWING NO:

SCALE:

PROJECT NO.:

DATE:

DR

AWIN

G

TIT

LE:

PR

OJE

CT

NA

ME:

CLIE

NT:

DRWN. BY:

CHKD. BY:

PROJ. MGR.:

123

NE

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NO SCALE

PLAN

SECTION

11-14-18ISSUED

REVISED

CITY OF ROCHESTER

NOTES:

12"

CASTING

MANHOLE

STRUCTURE

TOP OF

AT FRAME RIBS

TOOLED JOINTS

SCORED AND

PAVEMENT

TOP OF

WITHIN ROADWAY

FOR MANHOLE

CONCRETE COLLAR

ROUND

(SEE NOTE 4)

REINFORCEMENT

MICRO-FIBER

WITH SYNTHETIC

CLASS D CONCRETE

JOINT SEALANT

SEAL EDGE WITH NYSDOT 705-02

WITH POWER HOLE CUTTER

SAW CUT PAVEMENT FULL DEPTH

12"CASTING

MANHOLE

(SEE NOTES 4 AND 5)

REINFORCEMENT

SYNTHETIC MICRO-FIBER

CLASS D CONCRETE WITH

12"


FOR INSTALLATION/ADJUSTMENT OF

AGENCY CONSTRUCTION STANDARDS

REFER TO APPROPRIATE UTILITY/

NOTE:

JOINT SEALANT

WITH NYSDOT 705-02

FULL DEPTH SEAL EDGE

SAW CUT PAVEMENT

11-14-18ISSUED

REVISED

CITY OF ROCHESTER

DWG.NO.S604-91

NON-STANDARD

12"

12"

CA

STIN

G

MA

NH

OL

E

OF CITY ENGINEER

USED AT SOLE DISCRETION

THIS DETAIL MAY ONLY BE

WITHIN ROADWAY

FOR MANHOLE

CONCRETE COLLAR

ALTERNATE SQUARE

JOINTS AT FRAME RIBS

SCORED AND TOOLED

(SEE NOTES 4 AND 6)

REINFORCEMENT



SECTION

PAVEMENT

TOP OF12"

(SEE NOTES 4 AND 5)

REINFORCEMENT



12"


FOR INSTALLATION/ADJUSTMENT OF

AGENCY CONSTRUCTION STANDARDS

REFER TO APPROPRIATE UTILITY/

NOTE:

PLAN

JOINT SEALANT

WITH NYSDOT 705-02

FULL DEPTH SEAL EDGES

SAW CUT PAVEMENT

CASTING

MANHOLE

STRUCTURE

TOP OF

NOTES:

DO NOT OVERCUT CORNERS

JOINT SEALANT

WITH NYSDOT 705-02

FULL DEPTH SEAL EDGES

SAW CUT PAVEMENT

CITY ENGINEER, PER DETAIL S604-91.

SHAPED COLLAR MAY BE ALLOWED AT SOLE DISCRETION OF

ROUND SHAPED COLLAR IS REQUIRED. SQUARE OR OTHER

JOINT OR SOUND CONCRETE/BRICK.

ACTUAL DEPTH TO BE EITHER TO EXISTING CONSTRUCTION

DEPTH OF CONCRETE IS TO BE MINIMUM 12 INCHES.

TIME REQUIREMENTS.

PLACEMENTS REQUIRED TO SATISFY OPEN TO TRAFFIC

HIGH EARLY STRENGTH CONCRETE IS TO BE USED FOR

THE RIGHT-OF-WAY".

S100-01 OF "RULES AND REGULATIONS FOR WORK IN

CONDITION THAT MUST BE MITIGATED PER DETAIL

SURFACE GREATER THAN ‚INCH, IT IS DEFICIENT

IF CASTING IS BELOW/ABOVE TOP OF SURROUNDING

BEARING STRESS.

INFLUENCE OF TRAFFIC OR ANY OTHER TYPE OF LOAD

STABLE AND IMMOVABLE WHEN IN PLACE AND WHEN UNDER

TOP OF COVER IS TO BE LEVEL WITH TOP OF FRAME,

AND UNIFORM BEARING CONTACT WITH FRAME.

LINE AND GRADE, WITH COVER HAVING FULL CONTINUOUS

HORIZONTAL PLANE AS SURROUNDING SURFACE, TRUE TO

CASTING AND TOP OF CONCRETE ARE TO BE IN SAME

6.

5.

4.

3.

2.

1.

6.

5.

4.

3.

2.

1.

12" 12"CASTING

MANHOLE

CO

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TR

UC

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S - 13

CD-13

DWG.NO.S604-90

NON-STANDARD PAVEMENT EDGE.

OUTER EDGE OF CONCRETE IS TO BE PARALLEL WITH

JOINT OR SOUND CONCRETE/BRICK.

ACTUAL DEPTH TO BE EITHER TO EXISTING CONSTRUCTION

DEPTH OF CONCRETE IS TO BE MINIMUM 12 INCHES.

TIME REQUIREMENTS.



THE RIGHT-OF-WAY".





BEARING STRESS.








OVERNIGHT.

VOID IS NOT TO BE LEFT OPEN

ASPHALT COLD PATCH OR MILLINGS.

TIME VOID IS TO BE FILLED-IN WITH

IN PLACE FOR REMOVAL AT LATER

IF PAVEMENT IS CUT AND CORE LEFT7.

OVERNIGHT.

VOID IS NOT TO BE LEFT OPEN

ASPHALT COLD PATCH OR MILLINGS.

TIME VOID IS TO BE FILLED-IN WITH

IN PLACE FOR REMOVAL AT LATER

IF PAVEMENT IS CUT AND CORE LEFT7.

10-31-19 10-31-19

ITEM S604.6026

NO.

DA

TE:

DE

SC

RIP

TIO

N

RE

VISIO

NS

of

SHEET NO.

DRAWING NO:

SCALE:

PROJECT NO.:

DATE:

DR

AWIN

G

TIT

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PR

OJE

CT

NA

ME:

CLIE

NT:

DRWN. BY:

CHKD. BY:

PROJ. MGR.:

123

NE

W

YO

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ST

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UC

ATIO

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LA

W

AR

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145,

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(585) 512-

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OF

EN

VIR

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DATE

PC 16146

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21" TO 36" 1.5' 9"

OVER 36" 1.5' 12"

6"1.0'UP TO 18"

DIM. BDIM. APIPE DIA.

A O.D. A

Bedding

Stone

Rock

forcemains.

combined mainline sewers and lateral pipe installations, as well as

This Figure 1.01 applies to Pure Waters sanitary, storm, and

size 3 or a mixture of primary size 3 and 4.

Transportation, Standard Specification, "Crushed Stone", primary

meeting the requirements of the New York State Department of

Coarse aggregate shall mean approved imported aggregate

size 1 or a mixture of primary size 1 and 2, washed.

Transportation, Standard Specification, "Crushed Stone", primary

the requirements of the New York State Department of

Stone bedding shall mean approved imported aggregate meeting

greatest dimension.

over one inch in greatest dimension, but none over two inches in

and shall contain only small amounts of stone, pebbles, or lumps

be free from clay, loam, organic material, debris, frozen material

Select fill shall be sand, gravel, and similar material which shall

Trench backfill shall be as required by the highway owner.1.

2.

3.

4.

5.

NOTES:

Bedding

Stone

Select Fill

Compacted Select Fill

Compacted

Limit Of Trench Excavation

Ground

Undisturbed

Ground

Undisturbed

B1/

2

O.D.

Min.

12"

Developer's Engineer

Determined By The

Coarse Aggregate, As

Stone Bedding Or


O.D.A A

12"

Min.

B1/

2

O.D.

RockRock

Ground

Undisturbed

Ground

Undisturbed

BB

3000 psi

Concrete

O.D.


A A


A O.D. A

Select Fill

Compacted

3000 psi

Concrete

12"

Min.

B3"

OD

1/

4

Or

Min.


FIGURE 1.01

BEDDING DETAILSFeb 2005

CONCRETE ENCASEMENT

CLASS "A"

CONCRETE CRADLE

CLASS "B"

FIRST CLASS

IN UNSTABLE MATERIAL

SPECIAL BEDDING

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ITEM S604.560201 ITEM S601.2808

ITEM S601.230108

NO.

DA

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DE

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of

SHEET NO.

DRAWING NO:

SCALE:

PROJECT NO.:

DATE:

DR

AWIN

G

TIT

LE:

PR

OJE

CT

NA

ME:

CLIE

NT:

DRWN. BY:

CHKD. BY:

PROJ. MGR.:

123

NE

W

YO

RK

ST

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UC

ATIO

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LA

W

AR

TIC

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145,

SE

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7209

UN

AU

TH

ORIZ

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OR

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DITIO

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OF

(585) 512-

2000

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FIGURE 3.02INSERT TYPE CORED TEE CONNECTION

TO EXISTING SEWERFeb 2005

SECTION A-A

Sewer

Existing Main

45°

Max

22.5

° Min

Minimum For 6" Diameter

Diameter, 1/8" per ft

per ft Minimum For 4"

Slope Pipe To Drain At 1/4"

PLAN

Sewer

Existing Main

A

SDR 21 PVC Gasketed Lateral Pipe

Adapter Fittting

SDR 35 x SDR 21 PVC Gasketed

SDR 35 PVC Gasketed 45° Street Ell

SDR 21 PVC Gasketed Lateral Pipe

Adapter Fittting

SDR 35 x SDR 21 PVC Gasketed

SDR 35 PVC Gasketed 45° Street Ell

DETAIL 1

Connection

Cored Tee

Connection

Cored Tee

A

DETAIL 1

Rubber Sleeve

SS Clamp

PVC Hub Adapter

Max.

Min. 45°

At 22.5°

Cored Hole

Centerline Of

Sewer

Existing

Hole

Cored

NOTES:

(585) 760-7600, Option 5.

the lateral connection. Telephone

of construction for inspection of

minimum of 48 hours in advance

the District. Notify Pure Waters a

witnessed by a representative of

Lateral connections must be

equal.

Inserta Fittings Co., or approved

Tee connection: Inserta Tee by

connection.

particles prior to placement of Tee

pipe of foreign matter and loose

Thoroughly clean surface of existing

entering the sewer.

sewer, and to prevent debris from

prevent damage to the existing

Take necessary precautions to

of 6" away from existing pipe hubs.

the main. Core hole a minimum

invert for 12" along the length of

Expose face of pipe from crown to

diameter of the mainline sewer.

limited to one-half the nominal

Size of cored opening shall be

new lateral pipe.

acceptable for creating opening for

knock-out methods are not

Pneumatic devices or hammering

Lateral connection must be cored.

7.

6.

5.

3.

4.

2.

1.

15" (375mm)

12" (300mm)

10" (250mm)

8" (200mm)

6" (150mm)

4" (100mm)

15-13/16" (395.3mm)

12-7/8" (321.8mm)

10-7/8" (271.9mm)

8-3/4" (218.8mm)

6-1/2" (162.5mm)

4-1/2" (112.5mm)

iron.

polyethylene, and diamond bit for concretes, clay, and ductile

Required method of cutting hole is with hole saw for PVC and

TEE SIZE

INSERTA

DIAMETER

HOLE

Min.

12"

Undisturbed Earth, Typical

See Figure 1.01

First Class "B" Bedding,

Highway Owner

Required By

Trench Backfill As

Compacted Select Fill

2, 1/16th Bends

1, 1/8th Bend Or

Long Sweep Bend

Building

Lateral To

12"

Min.

A

Bedding Details

See Figure 1.01 -

12"

Min

12"

Typ.

Min.

Lateral Pipe

PVC SDR 21

Lateral To Bldg.

Main

Se

wer

C L


FIGURE 3.06LATERAL RISER

CONNECTIONFeb 2005

22.5° Min. - 45° Max.

Refer to Figures 3.01-3.05

Geneco Or Approved Equivalent

Tee Branch Or Tee Saddle,

SECTION A-A

PLAN

A A

6"

Min.

Min.6

"

12"

Typ.

Min.

Sewer

Main


FIGURE 5.01LATERAL

ABANDONMENT DETAILFeb 2005

Easement

Or MCPW

Right Of Way

Private Property

Pipe

Remove Existing

Permanent Plug

Mechanical Type

Rubber Gasketed,

Cement

Mortar, Type II

Regular Cement

Pipe With

Fill End Of Lateral

Place

Lateral Pipe In

Abandon Existing

DIAMETER OF 6" OR LESS

LATERAL ABANDONMENT FOR PIPE

Option 5.

Telephone (585) 760-7600,

the lateral abandonment.

construction for inspection of

hours in advance of

Waters a minimum of 48

of the District. Notify Pure

witnessed by a representative

Lateral Abandonment must be

NOTES:

1.

Place

Lateral Pipe In

Abandon Existing

Private PropertyEasement

Or MCPW

Right Of Way

Pipe

Remove Existing

Grade SS.

Brick for plug: ASTM C-32, 2.

Cement

Mortar, Type II

Regular Cement

Pipe With Brick And

Fill End Of Lateral

DIAMETER GREATER THAN 6"

LATERAL ABANDONMENT FOR PIPE

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CONDUIT EXCAVATION NOTES:

ITEM S671.1030

ITEM S643.0401

ITEM C686.520604

ITEM S671.030202

ITEM R206.06

ITEM S671.030202 AND ITEM C686.520604.

THE COST OF THE TRACER WIRE SHALL BE INCLUDED IN THE PRICE BID FOR

BE PAID FOR UNDER ITEM R206.06 - CONDUIT EXCAVATION AND BACKFILL.

IN AREAS WHERE THE CONDUITS ARE NOT IN THE SAME TRENCH THE CONDUIT EXCAVATION WILL

ARE PARALLEL TO EACH OTHER THE CONDUITS SHALL BE INSTALLED IN THE SAME TRENCH.

IN AREAS WHERE THE PROPOSED STREET LIGHTING CONDUIT AND PROPOSED C.O.R. FIBER OPTIC CONDUIT

3.

2.

1.

NO.

DA

TE:

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of

SHEET NO.

DRAWING NO:

SCALE:

PROJECT NO.:

DATE:

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AWIN

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TIT

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PR

OJE

CT

NA

ME:

CLIE

NT:

DRWN. BY:

CHKD. BY:

PROJ. MGR.:

123

NE

W

YO

RK

ST

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UC

ATIO

N

LA

W

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TIC

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145,

SE

CTIO

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7209

UN

AU

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ALT

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ATIO

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OR

AD

DITIO

N

TO

THIS

DR

AWIN

G IS

A

VIO

LA

TIO

N

OF

(585) 512-

2000

RO

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R,

NY 14604

255

EAS

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DJK

CIT

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ME

NT

OF

EN

VIR

ON

ME

NT

AL

SE

RVIC

ES

DATE

PC 16146

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FEB. 2020

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S 16+00

xx

xx

x

xx

xx

xx

x

MDB

DJK

25

AS NOTED

COVER FLANGE ASSEMBLY

STEEL PIPE RAILING

1•" DIAMETER GALVANIZED

HANDRAIL:

1 •"

TYPICAL

POST 5"

EMBED

12"

4' - CENTER TO CENTER

5'

1:1

2

MA

X.

SL

OP

E

8'

SIDEWALK

PROPOSED 5'

MIN.

HEADER CURB

BEGIN PROPOSED

CONCRETE

AGGREGATE

EXPOSED

PROPOSED SIDEWALKNEW HANDRAIL

NEW HANDRAIL

DRIVEWAY

ASPHALT

PROPOSED

RETAINING WALL

BEGIN NEW CONCRETE

AT SIDEWALK

RETAINING WALL

END NEW CONCRETE

MAX. SPACING

SIDEWALK

5' WIDE

PROPOSED

TYP.3" R

RAMP

MAX. SLOPE

NEW 1:12

1'-6"

FLANGE

COVER

2'-

10"

MINIM

UM

3'-

2"

MA

XIM

UM

SIDEWALK

8' WIDE

PROPOSED

COMMERCIAL HANDRAIL DETAIL

PLANSCALE 1"=10'

HEADER CURB

PROPOSED

SECTION

PAVEMENT

PROPOSED

BUILDING FACE

EXISTING

RETAINING WALL

ADJACENT TO PROPOSED

EXISTING GROUND

5'

SIDEWALK

PROPOSED

RETAINING WALL

TOP OF PROPOSED

RETAINING WALL

ALONG TOP OF PROPOSED

PROPOSED HANDRAIL

SLOPED RAMP

BEGIN 1:12 MAX.

A-A

A-A

SECTION A-ANOT TO SCALE

OF NEW RETAINING WALL

16" MAX. REVEAL

PROPOSED SIDEWALK

AT BACKEDGE OF

END RETAINING WALL

OF HEADER CURB

PROPOSED TOP

RETAINING WALL SECTION

CD-16

CO

NS

TR

UC

TIO

N

DE

TAIL

S - 16

POSTFLANGE

COVER

4"

1"

NON-SHRINK GROUT

FILL WITH QUICK SETTING

6"

1"

CHROMATE PRIMER

TO BE COATED WITH ZINC

EMBEDDED PORTION OF POST

DIAMETER HOLE

CORE DRILL 2•"

NOTE:

BID FOR HANDRAIL

TO BE INCLUDED IN PRICE

COST OF COVER FLANGE

UNLESS NOTED OTHERWISE)

RETAINING WALL SHALL BE INCLUDED IN ITEM 555.0105

(ALL WORK ASSOCIATED WITH THE INSTALLATION OF THE

ITEM 555.0105 - CONCRETE FOR STRUCTURES - CLASS A

ITEM 555.0105

ITEM 607.91000011

ITEM 607.91000011

SLOPED RAMP

BEGIN 1:12 MAX.

(5' MIN.)

6.4'

BEGINNING OF 1:12 SLOPED RAMP

(OR BUILDING FACE) TO

OF PROPOSED SIDEWALK

5' MIN. BETWEEN BACKEDGE

CONCRETE

AGGREGATE

EXPOSED1.5%

SLOPE

SIDEWALK

PROPOSED

RETAINING WALL

ALONG TOP OF PROPOSED

PROPOSED HANDRAIL

HEIGHT OF WALL

16" MAX. EXPOSED

JOINT MATERIAL

EXPANSION

8"

6"

1'-

0"

1'-0" 4'-

0"

2'-0"

LA

P

4-#4 @ 12" MAX.

#4 @ 12" MAX.

3•" COV.

3" COV.

BOTT.

3-#4 #4 @ 12" MAX.

ITEM 304.12

6" STONE BASE,

1'-

11"

10' MIN.

13.9'

NEW RETAINING WALL

BUILDING TO CENTER OF

MEASURED FROM CORNER OF

ADJACENT TO WALL

ASPHALT DRIVEWAY

TOP OF PROPOSED

6.4'

90°

NO.

DA

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SHEET NO.

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PROJECT NO.:

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LE:

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NT:

DRWN. BY:

CHKD. BY:

PROJ. MGR.:

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NO SCALE

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S - 17

CD-17

Y

4"

AUGUST 2019


NOTES:

Finished GradeSlope

Curb

1:2 Mortar

Fill Gap with

Course to Limits of Excavation

6" Stone Class B Bedding Leveling

Cradle

Curb

45°

1"

2"

Curb

AA

LLV Angle Frame

L 3 x 2 1/2 x 3/8

1.

2. Coat exterior surface of catch basin with 2 coats of bituminous coating.

equivalent.

Coat interior surface of catch basin with 2 coats of Duralkote 500 Epoxy or approved

L 5 x 3 1/2 x 1/2

2'-8 1/2"

1'-10 1/2"

Y

TYPE A

TYPE B

11"

9 1/2"

2 1/2"

1 1/2"


S604-92 and S604-93


1'-7"4"

Integrally with Walls

Floor Precast

3"

6"

Minim

um

12"

Varies

Walls and Slab

Each Way in

#4 Rebar @ 12"

Concrete with

or Cast-in-Place

4000 PSI Precast

Walls 8" Thick

Welded to L

2 x 4 x 3/16

Strap Anchor

1"

#3 Rebar

L

SECTION A-A

ANCHOR DETAIL

1'-

1

1/

2"

of Structure

Outer Wall

Offset and Elevation

Point of Station,


S604-92 and S604-93



Strap Anchor

PLAN

Keyway all Walls

2" Deep x 3" Wide

Construction Joint with

Top and Bottom all Sides

Reinforcement and #3 Rebar

with Synthetic Micro-Fiber

Cast-in-Place Concrete -

4000 PSI or Class D

Hole

8" Dia

Std. Dwg. No. S604-9


WITH BOTTOM CONNECTION

TYPE A AND B CATCH BASINFIGURE 6.03

Approval

Use Requires RPWD

Special Detail

or Approved Equivalent

Flexolith Gel by Euclid Chemical

Sikadur 33 by Sika Corp., or

100% Solids Epoxy Mortar,

Seal Opening all Around with

Type II Cement

with Regular Cement Mortar,

Fill Void to Within 2" of Floor

Precast Hole

Strap Anchor

LLV Angle Frame with

L 3 x 2 1/2 x 3/8

(See Figure 6.05)

Reticuline Grate

with Floor

Set End of Riser Pipe Flush

Fittings - Size as Required

SDR 21 PVC Riser and

ITEM S671.3201

ITEM S604.3705

ITEM S617.01

NO.

DA

TE:

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of

SHEET NO.

DRAWING NO:

SCALE:

PROJECT NO.:

DATE:

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AWIN

G

TIT

LE:

PR

OJE

CT

NA

ME:

CLIE

NT:

DRWN. BY:

CHKD. BY:

PROJ. MGR.:

123

NE

W

YO

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OF

(585) 512-

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OF

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S - 18

CD-18

ISSUED

REVISED

CITY OF ROCHESTER

DWG.NO.S909-02

NON-STANDARD

PLAN

8"

CA

STIN

G

VA

LV

E

BO

X

8"

8" 8"

SCORED AND TOOLED JOINTS

SECTION

8" 8"

PAVEMENT

TOP OF

OR TRENCH BACKFILL

COMPACTED SUBBASE

12"

8" 8"8" 8"

8"

CA

STI

NG

VA

LV

E

BO

X

8"

24"

THAN

LESS

TOOLED JOINTS

SCORED AND

NOTES:

WITHIN ROADWAY

FOR VALVE BOX

CONCRETE COLLAR

MULTIPLE VALVE BOXES

CONCRETE COLLAR AT

VALVE BOX CASTING

VALVE BOX CASTING

VALVE BOX CASTINGVALVE BOX CASTING

REINFORCEMENT (SEE NOTE 4)



REINFORCEMENT (SEE NOTE 4)



JOINT SEALANT

WITH NYSDOT 705-02

FULL DEPTH SEAL EDGE

SAW CUT PAVEMENT

(SEE NOTE 4)

REINFORCEMENT

MICRO- FIBER

WITH SYNTHETIC

CLASS D CONCRETE

6-24-19


SEALANT

NYSDOT 705-02 JOINT

DEPTH SEAL EDGES WITH

SAW CUT PAVEMENT FULL


JOINT SEALANT

SEAL EDGES WITH NYSDOT 705-02

SAW CUT PAVEMENT FULL DEPTH

ISSUED

REVISED

CITY OF ROCHESTER

DWG.NO.S909-1

NON-STANDARD2-10-00

NOTES:

OR REPLACEMENT

ADJUSTMENT

WATER VALVE BOX

PLAN

BACKFILL (WATER)

SELECT GRANULAR

AND SEED

4" TOPSOIL

LAWN

BACKFILL (WATER)

SELECT GRANULAR

SEE DETAIL R608-6

TYPE 1

6" SUBBASE COURSE

7" DRIVEWAY

5" SIDEWALK

CLASS K CONCRETE

SEE DETAIL R608-7

DRIVEWAY SECTION

AND DRIVEWAY

CONCRETE SIDEWALK

AND PARKING LOT

ASPHALT DRIVEWAY

8-29-19 FLANGE IS TO REMAIN, DO NOT REMOVE.

2. IF ADJUSTING EXISTING WATER VALVE BOX AND COVER, EXISTING

WATER VALVE BOX AND COVER. SET TOP TO GRADE.

1. ADJUST EXISTING WATER VALVE BOX AND COVER, OR INSTALL NEW

BACKFILL (WATER)

SELECT GRANULAR

(TYPIC

AL)

6" M

INIM

UM

(TYPICAL)

6" MINIMUM

DETAILS S909-02 AND S909-03.

WITHIN CITY STREETS, REFER TO

ADJUSTMENTS/REPLACEMENTS

FOR WATER VALVE BOX

705-02 JOINT SEALANT

SEAL EDGE WITH NYSDOT

4.

3.

2.

1.

TIME REQUIREMENTS.



THE RIGHT-OF-WAY".





BEARING STRESS.








ITEM S909.08

ITEM S909.08

ITEM S601.2806

NO.

DA

TE:

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of

SHEET NO.

DRAWING NO:

SCALE:

PROJECT NO.:

DATE:

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AWIN

G

TIT

LE:

PR

OJE

CT

NA

ME:

CLIE

NT:

DRWN. BY:

CHKD. BY:

PROJ. MGR.:

123

NE

W

YO

RK

ST

AT

E

ED

UC

ATIO

N

LA

W

AR

TIC

LE

145,

SE

CTIO

N

7209

UN

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TH

ORIZ

ED

ALT

ER

ATIO

N

OR

AD

DITIO

N

TO

THIS

DR

AWIN

G IS

A

VIO

LA

TIO

N

OF

(585) 512-

2000

RO

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ES

TE

R,

NY 14604

255

EAS

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UE

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OF

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OF

EN

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DATE

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Grade

10"

17"

7 1/

2"

1"

Solvent Weld Joints

SDR 21 PVC (ASTM D-2241) With

Sch 40 PVC (ASTM D-2665), Or

4" Or 6" Riser:

OD + 12" Min.

Stone Fill Depth = 1/2

Compacted Crushed

Perm

anent

Ease

ment

Lin

e

Rig

ht-

of-

Way

Or

District

Possible

Right-of-Way As

To The

Property As Close

On The Owner's

Locate Cleanout

With Finish Grade

Equivalent. Set Flush

104-A, Or Approved

Castings #4155, OPW

& Cover, Syracuse

Provide Cast Iron Frame

Underside Of Cover

1"-3" Clearance Between Plug &

67). PVC Plugs Not Allowed. Provide

Plug IP THD Or Brass Screw Plug (HS

Provide Cast Iron Cleanout Threaded

Without Frame & Cover

Finish Grade For Unpaved Areas

Layers

Tamped In 6"

Compacted Fill

Depth = 1/2 OD + 6"

Crushed Stone Bedding

Of Rochester

Req'd By The City

SDR-35 PVC As

From House.

6" Service Lateral

Gasketed Adapter

SDR-21 x SDR-35

Bends As Necessary

45 Degree Wye With

D2665) Or SDR-21 True

PVC Sch 40 (ASTM

6"x6"x6" Or 6"x6"x4" DWV

Flow

3' Maximum

1/8th Bend, Or Two 1/16th Bends

Solvent Weld Fittings As Necessary; One

Provide Sch 40 PVC (ASTM D2665)

Gaskets To Main Sewer

Push On Neoprene Rubber

D2241) Lateral Pipe With

6" SDR-21 PVC (ASTM

IP Thread x Socket

DWV PVC Female Adapter,

Joining Of Solvent Weld Pipe:

Recommended Methods for

cement directly over primer

Apply PVC solvent weld

connected

Apply primer to parts being

Clean dry hubs & spigots

dimensions

made to Steel Pipe outside

or any other PVC Type I pipe

for solvent welding to SDR-21

** PVC Type I is compatible

1.

2.

3.

Fill

Select


FIGURE 4.04RPWD RECOMMENDED CLEANOUT

FOR NEW 6" LATERAL CONNECTIONFeb 2005

6" Min.6" Min.

ELEVATION VIEW

Fill

Select

The District

Maintained By

To Be

Owner

Building/Property

By The

To Be Maintained

Earth

Undisturbed

ON COVER

LETTERING

SEWER

Stone.

No. 1 and No. 2 Washed

Washed Stone Or A Mix Of

Crushed Stone: No. 1

paved areas.

to be used only in

Frame and cover 1.

2.

NOTES:

C.O.

RPWD Only.

Typical Detail For

MDB

DJK

CT-1

28

NONE

CO

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NOTES:

4.

3.

2.

1.

PAY ITEMS:

(INCLUDING EXCAVATION AND BACKFILL)

ITEM S601.2808 - 8" POLYVINYL CHLORIDE LATERAL PIPE, SDR-21 - INSTALLED (INCLUDING LATERAL CONNECTION)

BACKFILL AND PAVEMENT BASE RESTORATION)

ITEM S601.230108 - 8" INSERTA TEE CONNECTION TO EXISTING SEWER PIPE - INSTALLED (INCLUDING EXCAVATION,

FINISHED GRADE (INCLUDING CONCRETE COLLAR)

ITEM S604.6026 - ALTER EXISTING BRICK/STONE SEWER MANHOLE - EXISTING CASTINGS ABOVE

FINISHED GRADE (INCLUDING CONCRETE COLLAR)

ITEM S604.6024 - ALTER EXISTING BRICK/STONE SEWER MANHOLE - EXISTING CASTINGS AT/OR BELOW

ITEM S604.560201 - ABANDON AND REMOVE EXISTING CATCH BASIN (INCLUDING EXCAVATION AND BACKFILL)

ITEM S604.5010 - ALTER EXISTING TYPE A/B CATCH BASIN (INCLUDING CONCRETE COLLAR)

INCLUDING EXCAVATION, BACKFILL AND PAVEMENT BASE RESTORATION)

ITEM S604.3705 - NEW TYPE B CATCH BASIN - INSTALLED (INCLUDING CONCRETE AND BACKFILL)

PROPOSED DRAINAGE WORK WILL BE PAID FOR UNDER THE FOLLOWING ITEMS:

SHALL BE CONNECTED TO THE EXISTING 20" VT SEWER. SEE DWG. NO. RP-1.

PRIOR TO THE REMOVAL OF DS-8 AND INSTALLATION OF DS-10, THE NEW SEWER SERVICE LATERAL

THE COST OF THE NEW FRAME AND COVER TO BE INCLUDED IN ITEM S604.6024.

PUBLIC RIGHT OF WAY".

COVERS TO CONFORM WITH THE CITY'S "POLICY OF REQUIREMENTS FOR UTILITY APPURTENANCES WITHIN THE

THE INSTALLATION OF THE CONCRETE APRONS AROUND THE NEW CATCH BASIN GRATES AND NEW MANHOLES

BAND FERNCOS.

CONNECTIONS TO EXISTING CATCH BASIN LATERALS NEED TO BE MADE WITH STAINLESS STEEL SHEAR

NO.

DA

TE:

DE

SC

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RE

VISIO

NS

of

SHEET NO.

DRAWING NO:

SCALE:

PROJECT NO.:

DATE:

DR

AWIN

G

TIT

LE:

PR

OJE

CT

NA

ME:

CLIE

NT:

DRWN. BY:

CHKD. BY:

PROJ. MGR.:

123

NE

W

YO

RK

ST

AT

E

ED

UC

ATIO

N

LA

W

AR

TIC

LE

145,

SE

CTIO

N

7209

UN

AU

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ORIZ

ED

ALT

ER

ATIO

N

OR

AD

DITIO

N

TO

THIS

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N

OF

(585) 512-

2000

RO

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OF

EN

VIR

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DATE

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1.

CURB TABLE NOTES:

DRIVEWAY TABLE NOTES:

1.

UNDERDRAIN TABLE NOTES:

3.

2.

1.

POLYETHYLENE UNDERDRAIN TUBING

6" PERFORATED CORRUGATED

ITEM S605.140106



ITEM S605.170106

UNDER THE FOLLOWING ITEMS:

PROPOSED UNDERDRAIN INSTALLATION WILL BE PAID FOR

ITEM S609.260501 - 5" MOUNTABLE RADIUS STONE CURB

ITEM S609.250501 - 5" MOUNTABLE STONE CURB

ITEM S609.2405 - 5" RADIUS STONE CURB

ITEM S609.2305 - 5" STONE CURB

PROPOSED CURB WILL BE PAID FOR UNDER THE FOLLOWING ITEMS:

THE EAST END OF THIS DRIVEWAY APRON SHALL HAVE A 5' WIDE FLARE.

ITEM S608.17 - ASPHALT DRIVEWAY - HEAVY DUTY

ITEM S608.16 - ASPHALT DRIVEWAY - MEDIUM DUTY

ITEM S608.15 - ASPHALT DRIVEWAY - LIGHT DUTY

DRIVEWAY INSTALLATIONS WILL BE PAID FOR UNDER THE FOLLOWING ITEMS:

WILL HAVE HEADER CURB ALONG THE ENTIRE LENGTH. REFER TO DWG. NO. TS-1 FOR DETAILS.

THESE DRIVEWAY LOCATIONS ARE WITHIN THE AREA BETWEEN STA. S 15+87 AND STA. S 16+60 WHICH

4.

3.

2.

REFER TO DWG. NO. RP-2.

EXCAVATION, BACKFILL AND PAVEMENT BASE RESTORATION - CONCRETE BASE)

WILL BE PAID FOR UNDER ITEM S609.3005 - 5" STONE CURB (INCLUDING

THE CURB INSTALLATION FOR THE ADA RAMP AT STA. E 10+80 RIGHT

UNDER ITEM S609.2405.

THE CURB ACROSS THE ADA RAMP OPENING WILL BE PAID FOR

UNDER ITEM S609.2305.

THE CURB ACROSS THE ADA RAMP OPENING WILL BE PAID FOR

NO.

DA

TE:

DE

SC

RIP

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RE

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NS

of

SHEET NO.

DRAWING NO:

SCALE:

PROJECT NO.:

DATE:

DR

AWIN

G

TIT

LE:

PR

OJE

CT

NA

ME:

CLIE

NT:

DRWN. BY:

CHKD. BY:

PROJ. MGR.:

123

NE

W

YO

RK

ST

AT

E

ED

UC

ATIO

N

LA

W

AR

TIC

LE

145,

SE

CTIO

N

7209

UN

AU

TH

ORIZ

ED

ALT

ER

ATIO

N

OR

AD

DITIO

N

TO

THIS

DR

AWIN

G IS

A

VIO

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TIO

N

OF

(585) 512-

2000

RO

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EAS

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OF

EN

VIR

ON

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DATE

PC 16146

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ENTRANCE WALK TABLE NOTES:

DRIVEWAY (INCLUDING EXCAVATION AND SUBBASE COURSE).

ENTRANCE WALK INSTALLATION WILL BE PAID FOR UNDER ITEM S608.14 - CONCRETE SIDEWALK AND

WALK CONFIGURATION.

6' LONG AREAS SLOPED AT 4% BETWEEN THE STEPS. REFER TO DRAWING NO. RP-1 FOR THE ENTRANCE

AT THESE LOCATIONS THE ENTRANCE WALK HAS BEEN DESIGNED WITH TWO STEPS AND CONSISTING OF

ENTRANCE WALK SHALL BE INSTALELD WITHOUT PRIOR APPROVAL OF THE ENGINEER IN CHARGE.

THE CONCRETE ENTRANCE WALKS SHALL BE CENTERED ON THE DOORWAYS/GATES/ENTRANCES. NO CONCRETE

3.

2.

1.

SIDEWALK RAMP TABLE NOTES:

PARKING AREAS.

THESE RAMPS ARE FOR ACCESS TO THE MAIN SIDEWALK FROM THE ACCESSIBLE

UNDER ITEM S608.380602 - EMBEDDED DETECTABLE WARNING SURFACE.

DETECTABLE WARNINGS AT NEW RAMP INSTALLATIONS SHALL BE PAID FOR

SIDEWALK RAMPS AND TRANSITION AREAS SHALL BE 7" THICK.

3.

2.

1.

TREE REMOVAL TABLE NOTES:

1.

ITEM S614.38 - TREE REMOVAL - 24" TO 29" DBH




TREE REMOVAL WILL BE PAID FOR UNDER THE FOLLOWING ITEMS:

WATER VALVE DISPOSITION TABLE NOTES:

HYDRANT DISPOSITION TABLE NOTES:

2.

ITEM S917.05 - REMOVE EXISTING HYDRANT

ITEM S917.04 - RELOCATE EXISTING HYDRANT

ITEM S917.01 - NEW HYDRANT

PROPOSED HYDRANT WORK WILL BE PAID FOR UNDER THE FOLLOWING ITEMS:

WATER SERVICE TABLE NOTES:

SIGN SLEEVE TABLE NOTES:

SIGN INSTALLATIONS WILL BE COMPLETED BY OTHERS.

THE CONTRACTOR SHALL INSTALL ONLY THE SIGN SLEEVES.1.

FOR ADA RAMP DETAILS.

SHEETS 608-01 THRU 608-03

REFER TO NYSDOT STANDARD4.

1.

SURVEY MONUMENT TABLE NOTES:

STATIONS AND OFFSETS ARE APPROXIMATE. MONUMENTS TO BE SET 4.00' OFF RIGHT OF WAY.

1.

(INCLUDING EXCAVATION AND BACKFILL)

ITEM S909.08 - ADJUST EXISTING WATER VALVE BOX TO GRADE - EXTENSION ADJUSTMENT

ITEM S904.030808 - 8"x8" TAPPING SLEEVE WITH VALVE AND VALVE BOX

ITEM S903.0106 - 6" RESILIENT SEAT GATE VALVE WITH VALVE BOX - VERTICAL TYPE


ITEM 203.02 - UNCLASSIFIED EXCAVATION AND DISPOSAL

PROPOSED WATER SERVICE WORK WILL BE PAID FOR UNDER THE FOLLOWING ITEMS:

1.

PLAN SHEET.

MAINTENANCE AND PROTECTION OF TRAFFIC - 2 (MPT-2)

REFER TO CONSTRUCTION SEQUENCING NOTE 4 ON THE

EXACT SIZE, TYPE AND LOCATION OF NEW SERVICE TO BE DETERMINED IN THE FIELD.

ITEM S914.020100 - FURNISH AND INSTALL NEW 1" CURB STOP AND BOX AT NEW WATER SERVICE (INCLUDING EXCAVATION AND BACKFILL)

ITEM S913.120100 - NEW 1" POLYETHYLENE OR CROSS-LINKED POLYETHYLENE WATER SERVICE (INCLUDING EXCAVATION AND BACKFILL)

ITEM S912.020100 - NEW 1" WATER SERVICE TAP AT WATER MAIN, CORPORATION STOP AND CONNECTION (INCLUDING EXCAVATION AND BACKFILL)

ITEM S907.01 - CONNECT NEW WATER MAIN TO EXISTING WATER MAIN



ITEM S901.130106 - 6" MOLECULARLY ORIENTED POLYVINYL CHLORIDE PIPE WATER MAIN

ITEM S901.130104 - 4" MOLECULARLY ORIENTED POLYVINYL CHLORIDE PIPE WATER MAIN

PROPOSED WATER SERVICE WORK WILL BE PAID FOR UNDER THE FOLLOWING ITEMS:

2.

1.

NO.

DA

TE:

DE

SC

RIP

TIO

N

RE

VISIO

NS

of

SHEET NO.

DRAWING NO:

SCALE:

PROJECT NO.:

DATE:

DR

AWIN

G

TIT

LE:

PR

OJE

CT

NA

ME:

CLIE

NT:

DRWN. BY:

CHKD. BY:

PROJ. MGR.:

123

NE

W

YO

RK

ST

AT

E

ED

UC

ATIO

N

LA

W

AR

TIC

LE

145,

SE

CTIO

N

7209

UN

AU

TH

ORIZ

ED

ALT

ER

ATIO

N

OR

AD

DITIO

N

TO

THIS

DR

AWIN

G IS

A

VIO

LA

TIO

N

OF

(585) 512-

2000

RO

CH

ES

TE

R,

NY 14604

255

EAS

T

AV

EN

UE

DJK

CIT

Y

OF

RO

CH

ES

TE

R,

NE

W

YO

RK

DE

PA

RT

ME

NT

OF

EN

VIR

ON

ME

NT

AL

SE

RVIC

ES

DATE

PC 16146

SA

GE

R

DRIV

E

36

FEB. 2020

FEB. 2020

CU

LV

ER

RO

AD

TO

EA

ST

BO

UL

EV

AR

D

MA

TC

H

LIN

E

ST

A.

S 14

+7

5

DW

G.

NO.

RP-2

MDB

DJK

RP-1

31

RO

AD

WA

Y

PL

AN

AN

D

PR

OFIL

E - 1

N

480

490

S 10

+00

S 10

+00

S 11+00

S 12

+00

S 13

+00

S 14

+00

S 14

+7

5

470

480

490

495

PLANSCALE 1"=20'

PROFILE

VERT.

HORIZ.

1"=4'

1"=20'SCALEELE

VATIO

N

EXIS

TIN

G

ELE

VATIO

N

PR

OP

OS

ED

(2 EA.)

TO BE REMOVED

EXISTING TREE

STA. S 10+11.85

MATCH EXISTING PAVEMENT

PROJECT LIMIT

18'

30'

11.5'

11.5'

11.5'

11.5'

6.5'

STA. S 10+11.85


RECONSTRUCTION

BEGIN PAVEMENT

PROJECT LIMIT

6.5'

11.5'

11.5'

30'

30'

25'

25'

PROFILE

PROPOSED

PROFILE

EXISTING

8'

8'

8'

SAGER DRIVE

E 1418357.94

N 1149478.03

STA. C 9+50.00

P.O.L.

ROAD

CULVER

E 1418392.78

N 1149571.76

STA. C 10+50.00

STA. S 10+00.00=

ROAD

CULVER

E 1418427.61

N 1149665.50

STA. C 11+50.00

P.O.L.

C AZ. 108°02'58"L

C

AZ. 20°23'13"

L

DS

1

DS

2DS

3

DS

4

DS

5

DS

6

DS

7

DS

8

DS

9

10

DS

2'

WATER MAIN

PROPOSED 8" PVCO

TO BE ABANDONED IN PLACE

EXISTING 6" CAST IRON WATER MAIN

NORBUT DAVID

N/F

324 CULVER ROAD

EXISTING 8" CAST IRON WATER MAIN.

INSTALL NEW 17 POUND ANODE ON

NECESSARY FITTINGS. SWAB DISINFECT.

WATER MAIN TO EXISTING 8"x8" TEE WITH

STUB AND CONNECT NEW 8" PVCO

AFTER TESTING & DISINFECTION, REMOVE

AND BOX

WATER SERVICE, CURB STOP

SERVICE WITH NEW 1" PE

CONNECT TO EXISTING WATER

2'

2'

BOX AND HYDRANT MARKER

WATER BUREAU. REMOVE EXISTING VALVE

AND RETURNED TO CITY OF ROCHESTER

EXISTING HYDRANT TO BE REMOVED

TERMINATION BOX

6" GATE VALVE AND TRACER WIRE

INSTALL NEW HYDRANT ASSEMBLY,

DISINFECTION AND SAMPLING TAP (ST)

ST

ST

470

495

489.3

7

488.9

6

489.0

4

489.0

8

489.3

3

489.6

2

489.4

3

489.7

6

489.9

1

489.9

6

490.1

6

490.4

0

490.3

1

490.6

2

490.6

5

490.8

9

490.9

9

491.1

4

491.2

6

491.3

8

491.5

2

491.5

8

491.8

3

492.0

5

491.7

6

491.8

6

492.1

2

492.1

1

491.8

6

491.7

7

492.0

5

491.5

9

492.0

1

491.3

1

491.8

1

490.9

6

491.5

5

491.2

7

BRICK SEWER

OF 6'X7' SEMI-CIRCULAR


PER RECORD PLANS

TOP OF ROCK

APPROXIMATEPER RECORD PLANS

TOP OF ROCK

APPROXIMATE

DATE

FEB. 2020

TRAFFIC FLOW

EASTBOUND

ONE WAY

SSSS

SS

SS SS

ENGINEER

WATER DESIGN

CONCRETE, TYP.

EXPOSED AGGREGATE

LEGEND

CONCRETE AREA, TYP.

APPROXIMATE LOCATION OF 20" VT SEWERAPPROXIMATE LOCATION OF 20" VT SEWER

E INV. 475.11

W INV. 475.20

EIXSTING MH

- EXPOSED AGGREGATE CONCRETE

- CONCRETE SIDEWALK / CONCRETE AREAS

- ASPHALT DRIVEWAY

ACCESS NOTES

FOR SPECIAL PEDESTRIAN

SECTION ON DWG. NO. MPT-1

THE PEDESTRIAN AND BICYCLE

REFER TO NOTE 3 UNDER

B-1

B-2

B-3

B-4 B-5

B-6

DS

5A

BY OTHERS, TYP.

PROPOSED ELECTRIC

MH-BRGENEW

HH-ARGENEW

2" PVC STREET LIGHTING CONDUIT

WITH 4 LF OF ITEM S671.030202

CONNECT TO RGE HH-A

STREET LIGHTING HANDHOLE

ITEM S671.1601

LIGHTING CONDUIT, TYP.

2" PVC STREET

ITEM S671.030202

(SS), TYP.

NEW SIGN SLEEVE

SS

ITEM 203.02, TYP.

TO BE REMOVED UNDER

EXISTING VEGETATION

VALVE

6" GATE

CONCRETE PULLBOX

30"x30" SQUARE

ITEM S671.1030

FULLY RESTRAIN JOINTS.

PIPE AND NEW HYDRANT. SWAB DISINFECT.

6" GATE VALVE, 6"x90° BEND, 6" PVCO

TO EXISTING HYDRANT BRANCH WITH NEW

REMOVE EXISTING HYDRANT AND CONNECT

AND 6" GATE VALVE

8"x6" TEE

SERVICE CROSSING

SEWER AND THE WATER

OF 18" BETWEEN THE

SEPARATION DISTANCE

MAINTAIN A MINIMUM

TO NO. 46 SAGER DRIVE

6" PVCO WATER MAIN SERVICE

C.O.R. FIBER CONDUIT,TYP.

NEW 4" PVC SCH. 80

ITEM C686.520604

BY OTHERS, TYP.

POLE LOCATION

PROPOSED UTILITY

WATER MAIN

6" CAST IRON

EXISTING

CUT AND PLUG

ITEM S908.0106

IN THIS AREA

CURB LOCATIONS

FOR MOUNTABLE

ON DWG. NO. CT-2

REFER TO CURB TABLE

IN THIS AREA

CURB LOCATIONS

FOR MOUNTABLE

ON DWG. NO. CT-2

REFER TO CURB TABLE

(STA. S 11+72, 15.5' RT.)

LIGHTPOLE FOUNDATION

NEW FIBERGLASS

ITEM S671.3201

(STA. S 13+53, 15.5' RT.)


NEW FIBERGLASS

ITEM S671.3201

SSSS

AS SHOWN

MON. NO. 122380111

SURVEY MONUMENT (RCS)

NEW HORIZONTAL CONTROL

ITEM S626.02

NOTES:

2.

1.

SERVICE TO BE DETERMINED IN THE FIELD.

EXACT SIZE, TYPE AND LOCATION OF NEW WATER

SDR-21 LATERAL PIPE.

BE INCLUDED IN ITEM S601.2086 - 6" P.V.C.

COST OF THE NEW CLEANOUT SHALL

AND NECESSARY FITTINGS

(2) 6"x45° BENDS

6" PVCO WATER MAIN,

SERVICE WITH NEW

TO EXISTING 6" FIRE

DISINFECTION CONNECT

AFTER TESTING AND

ITEM S601.230106

ITEM S601.2806

(INSERTA-TEE). SEE NOTE 1.

MAIN WITH INSERT TYPE CORED TEE CONNECTION

SEWER LATERAL PIPE TO EXISTING 20" V.T. SEWER

INSTALL NEW CLEANOUT AND 6" P.V.C. SDR-21

C.O.

NOTE 2

SEE

RCS

S 11+00 S 12+00 S 13+00 S 14+00

C 10

+00

C 11

+00

8" PVCO W

8" PVCO W

E E

E

FO FO FOCE CE CE CE CE

S

OH

OH

OH

OH

2"

WV

T

T

T

T

E

E

E

EEG

T

6"x3" 2" PE

6"

WR ST

G

WV

6" WR ST

2" PE

G

G 3"x2"

2" PE

W

8" CI

36" CI

W

W

8" CI

8" CI

W

W

36" CI

W 6" CI

6" CI W

8"

6"

6"

E

E

E

E

E

E

WV

WV

FH

WV

WVDS

6'X

7' SE

MI-

CIR

BR

CO

NC

RETE

WAL

K

WO

OD FE

NC

E

12"

CS

BLOCK WALL

20" VT

EDGE OF ASPHALT

GRAVEL

S

DS

FF=491.97 FF=492.06

EM2"

DOOROVERHEAD17.9' WIDE

2"

S

BLOCK WALL

ASPHALT

UVT

VENT

UNKNOWN GATE

GRAVEL

EDGE OF ASPHALT

20" VT

GRAVEL

3 BAY 9' GARAGE DOORS

FF=494.85 FF=494.90

BLOCK WALL

14"

26"22"

UP

S

GATE

EM

GM

S

18"

22"

FF=491.692.5' DOORFF=491.85

3.0' DOORELEV=495.14LOADING BAY

FF=493.233.0' DOOR

FF=493.003.0' DOOR

FF=492.683.2' DOOR

FF=492.513.0' DOOR

FF=491.993.0' DOOR

OVERHEAD DOOR8' WIDE

FF=491.57

OVERHEAD DOOR11.9' WIDE

FF=491.66FF=491.334.0' DOOR

FF=491.132.65' DOOR

FF=491.083.0' DOOR

FF=494.872.6' DOOR

FH

ASPHALT

PL

WV

WV

WV

DS

PLOH

PL

CO

NC

RETE

WAL

KC

ON

CRETE

WAL

K

ASPHALT

CONC

UPUP OH

DS

CONNECTIONSIAMESE

ASPHALT

CS

340 CULVER ROAD LLC

N/F

340-360 CULVER ROAD

SAGER DRIVE PROP LLC

N/F

46 SAGER DRIVELLC - COMIDA

1255 UNIVERSITY AVENUE

N/F

1255 UNIVERSITY AVENUE

& ZNID MARY C

NICOSIA NICHOLAS E

N/F

AVENUE

1274 EAST

HARMON THOMAS & JUDITH

N/F

1250 EAST AVENUE

GV

CO

CONNECTIONSIAMESE

DS

CS

FF=491.88FF=491.86

OHUP

OH

OH

S

S

S6'X

7' SE

MI-

CIR

BR

S S20" VT

T

CS

1 1/2 MASONRYEAST AVE.

1286

EXIS

TIN

G

R.O.W.

EXIS

TIN

G

R.O.W.

EXIS

TIN

G

R.O.W.

R.O.W.

EXIS

TIN

G

EXISTING R.O.W.

R.O.W.

EXISTING

EXISTING R.O.W.

EXISTING R.O.W.

E

2" P

E

G

1" P

E

G

GARAGE

MASONRY

1 STORY

& ZNID MARY C

NICOSIA NICHOLAS

N/F

1286 EAST AVE.

NO.

DA

TE:

DE

SC

RIP

TIO

N

RE

VISIO

NS

of

SHEET NO.

DRAWING NO:

SCALE:

PROJECT NO.:

DATE:

DR

AWIN

G

TIT

LE:

PR

OJE

CT

NA

ME:

CLIE

NT:

DRWN. BY:

CHKD. BY:

PROJ. MGR.:

123

NE

W

YO

RK

ST

AT

E

ED

UC

ATIO

N

LA

W

AR

TIC

LE

145,

SE

CTIO

N

7209

UN

AU

TH

ORIZ

ED

ALT

ER

ATIO

N

OR

AD

DITIO

N

TO

THIS

DR

AWIN

G IS

A

VIO

LA

TIO

N

OF

(585) 512-

2000

RO

CH

ES

TE

R,

NY 14604

255

EAS

T

AV

EN

UE

DJK

CIT

Y

OF

RO

CH

ES

TE

R,

NE

W

YO

RK

DE

PA

RT

ME

NT

OF

EN

VIR

ON

ME

NT

AL

SE

RVIC

ES

DATE

PC 16146

SA

GE

R

DRIV

E

36

FEB. 2020

FEB. 2020

CU

LV

ER

RO

AD

TO

EA

ST

BO

UL

EV

AR

D

PV

C

S 12

+85.0

0

EL

EV

491.6

6

HI S 13

+38.3

5

EL

EV

491.8

7

PV

T

S 14

+35.0

0

EL

EV

491.1

8

PV

C

S 14

+50.0

0

EL

EV

490.9

6

SLP 1.16%

SLP 0.98% SLP 0.79%SLP -1.43%

SLP -2.98%

ELEV. 488.83

NO CURVE

PVI STA. 10+15.00

ELEV. 489.91

NO CURVE

PVI STA. 11+00.00

ELEV. 491.38

NO CURVE

PVI STA. 12+50.00 ELEV. 492.25

L = 150'

e = -0.42'

PVI STA. 13+60.00

SSD = 561.74'

G G

MA

TC

H

LIN

E

ST

A.

S 14

+7

5

DW

G.

NO.

RP-1

RP-2

DJK

MDB

32

RO

AD

WA

Y

PL

AN

AN

D

PR

OFIL

E - 2

N

480

490

S 14

+7

5

S 15

+00

S 16

+00

S 17

+00

S 18

+00

S 18

+50

470

480

490

495

PLANSCALE 1"=20'

PROFILE

VERT.

HORIZ.

1"=4'

1"=20'SCALEELE

VATIO

N

EXIS

TIN

G

ELE

VATIO

N

PR

OP

OS

ED

TO BE REMOVED

EXISTING TREE

8'

8'

18'

6.5'

11.5'

11.5'

25'

25'

30'

30'

PROFILE

PROPOSED

PROFILE

EXISTING

SAGER DRIVE

BOULEVARD

EAST

BOULEVARD

EAST

NEW HANDRAIL

C AZ. 108°02'58"L

E 1419168.99

N 1149318.82

STA. E 10+50.00

STA. S 18+16.38=

E 1419205.40

N 1149411.95

STA. E 11+50.00

P.O.L.

E 1419132.58

N 1149225.68

STA. E 9+50.00

P.O.L.

5'

14

DS

13

DS

12

DS

11

DS

15

DS

16

DS

20

DS

19

DS

21

DS

8" PVCO W

WATER MAIN

PROPOSED 8" PVCO

(4 EA.)

TO BE REMOVED

EXISTING TREES

2'

ST

AND BOX

SERVICE, CURB STOP

NEW 1" PE WATER

WATER SERVICE WITH

CONNECT TO EXISTING

BE REMOVED (10 EA.)

EXISTING TREES TO

ST

DISINFECTION AND SAMPLING TAP (ST)

WIRE TO EXISTING CAST IRON WATER MAIN

17 POUND ANODE ON EXISTING CAST IRON MAIN. BOND NEW TRACER

WATER MAIN WITH NEW 8"x8" TAPPING SLEEVE & VALVE. INSTALL NEW

CONNECT NEW 8" PVCO WATER MAIN TO EXISTING 8" CAST IRON

2'

495

470

485.2

7

490.8

5

490.4

6

490.1

2

489.7

1

489.2

9

488.7

6

487.9

6

487.3

8

486.7

7

486.1

5

485.6

8

485.3

1

485.4

8

490.6

4

490.3

9

490.2

0

490.0

8

489.8

7

489.4

0

488.8

0

488.2

0

487.6

0

487.0

0

486.4

0

485.8

0

APPROXIMATE LOCATION OF 20" VT SEWER

20" VT SEWERAPPROXIMATE LOCATION OF

PER RECORD PLANS

TOP OF ROCK

APPROXIMATE

DATE

FEB. 2020

TRAFFIC FLOW

EASTBOUND

ONE WAY

ENGINEER

WATER DESIGN

SS

LEGEND

CONCRETE, TYP.

EXPOSED AGGREGATE

AREA, TYP.

CONCRETE

S INV. 485.76

NE INV. 485.96

E INV. 476.26

W INV. 476.18

EXISTING MH

E INV. 478.89

S INV. 476.55

W INV. 476.64

EXISTING MH

- EXPOSED AGGREGATE CONCRETE

- CONCRETE SIDEWALK / CONCRETE AREA

- ASPHALT DRIVEWAY

B-7

B-8B-9

B-10

B-11

SSSS

17

DS

18

DS15A

DS

AREA, TYP.

CONCRETE

(SS), TYP.

NEW SIGN SLEEVE

SS

SS

30"x30" SQUARE CONCRETE PULLBOX

ITEM S671.1030

TO BE ABANDONED IN PLACE

EXISTING 6" CAST IRON WATER MAIN

VALVE

4" GATE

NECESSARY FITTINGS

(2) 4"x45° BENDS AND

WITH NEW 4" PVCO WATER MAIN,

CONNECT TO EXISTING 4" SERVICE

AFTER TESTING AND DISINFECTION

AND 4" GATE VALVE

8"x4" TEE

2" PVC STREET LIGHTING CONDUIT, TYP.

ITEM S671.030202

SERVICE CROSSING

SEWER AND THE WATER

OF 18" BETWEEN THE

SEPARATION DISTANCE

MAINTAIN A MINIMUMUNIVERSITY AVENUE

SERVICE TO NO. 1255

4" PVCO WATER MAIN

C.O.R FIBER CONDUIT,TYP.

NEW 4" PVC SCH. 80

ITEM C686.520604

DWG. NO. CD-16

SEE DETAILS ON

RETAINING WALL

AND CONCRETE

NEW HANDRAIL

BY OTHERS, TYP.

POLE LOCATION

PROPOSED UTILITY

STA. S 17+96.93


END PAVEMENT RECONSTRUCTION

PAVEMENT BASE REPAIR - CONCRETE)

FOR UNDER ITEM S205.0101

(RESTORATION WILL BE BE PAID

UNDER ITEM S908.0106

6" CAST IRON WATER MAIN

TO CUT AND PLUG EXISTING

EXCAVATE 4'x8' TRENCH

STA. E 10+93

PAVEMENT

MATCH EXISTING

RESURFACING

END MILLING AND

PROJECT LIMIT

(STA. S 17+61, 15.5' RT.)


NEW FIBERGLASS

ITEM S671.3201

SEE NOTES BELOW

STA. E 10+18


BEGIN MILLING AND RESURFACING

PROJECT LIMIT

MILLING AND RESURFACING NOTES:

SPECIFICATION 418.

COURSE IN ACCORDANCE WITH NYSDOT STANDARD

TRANSVERSE, AGAINST ALL CURB, ETC.) IN THE TOP

SHALL BE APPLIED TO ALL JOINTS (LONGITUDINAL,

ASPHALT PAVEMENT JOINT ADHESIVE, ITEM 418.7603,

APPLIED TO THE MILLED SURFACE.

ITEM 407.0102 - DILUTED TACK COAT SHALL BE

MILLING OF BITUMINOUS CONCRETE.

OF 2" UNDER ITEM 490.30 MISCELLANEOUS COLD

EXISTING PAVEMENT TO BE MILLED TO A DEPTH

3.

2.

1.

STA. S 17+96.93


RECONSTRUCTION

END PAVEMENT

AS SHOWN

MON. NO. 122380112

SURVEY MONUMENT (RCS)

NEW HORIZONTAL CONTROL

ITEM S626.02

RESTORATION - CONCRETE BASE)

PAVEMENT BASE

EXCAVATION, BACKFILL AND

5" STONE CURB (INCLUDING

ITEM S609.3005

INSTALL 11 LF OF

RCS

S 15+00 S 16+00 S 17+00 S 18+00

E 10

+00

E 11

+00

xx

xx

xx

xx

xx

xx

x

FO FOCE CE CE

S S

E

2" PE G

G

G

8"

WR ST

6" CI

6" CI

W

6" CI

8"

WR ST

W

8" CI

W 8" CI

S S 14"

EDGE OF ASPHALT

DS

DS

24"

14"

UP

14"

10"

10"

FF=490.83

FF=490.77

2 8' OVERHEAD DOORS

18"

24"

20"

12" 14" 16"

WOOD FENCE

CS

6" 6"

18"12"

18"14"

6"

12"

ASPHALT

CO

NC

RETE

WAL

K

18" V

T

DS

20" V

T

DSR

DS

CS

LP

5"

FH

GVWV

5"CS

CONCRETE WALKCO

PLUPS

OH

OHOH

BLOCK WALL

WV

PL

OH O

H

DIRT

ASPHALT

OH

DIRT

FF=491.51IN ALCOVE3.0' DOOR

WALL

CONCRETE

FF=491.413.7' DOOR

FF=491.52FF=491.50

FF=491.443.0' DOOR

FF=491.386.0' DOOR

FF=491.692.5' DOOR

KOCH THOMAS W CO-TRUST

RICHARD WM/

MORTON DOROTHY C/

N/F

75 EAST BLVD

PARKER LOUIS C III & KATH

N/F

1316 EAST AVENUE

NICOSIA NICHOLAS E & ZNID MARY C

N/F

1286 EAST AVENUE

GARAGEWOOD FRAME

1 STORY1316 EAST AVENUE

491.51ELEV=SILLWINDOW

S S

2 BOLE

8"

ASPH.

DOOROVERHEAD7.4' WIDE

WV

W

WV

W8" CI

CONCRETE

S

CONC.

WALLBLOCK

FF=491.473.0' DOOR

FF=491.526.0' DOOR

4"

LLC - COMIDA

1255 UNIVERSITY AVE.

N/F

UNIVERSITY AVE.

1255

R.O.W.

EXISTING EXISTING R.O.W.

EXISTING R.O.W.

R.O.W.

EXISTING

SEWERPRIVATE

S

S

20" VT (CIPP 2018)

2018)

(CIPP

20" VT

5" L

AT.

ASPHALTEDGE OF

CO

NC.

WAL

K

NO.

DA

TE:

DE

SC

RIP

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of

SHEET NO.

DRAWING NO:

SCALE:

PROJECT NO.:

DATE:

DR

AWIN

G

TIT

LE:

PR

OJE

CT

NA

ME:

CLIE

NT:

DRWN. BY:

CHKD. BY:

PROJ. MGR.:

123

NE

W

YO

RK

ST

AT

E

ED

UC

ATIO

N

LA

W

AR

TIC

LE

145,

SE

CTIO

N

7209

UN

AU

TH

ORIZ

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ALT

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N

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AD

DITIO

N

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THIS

DR

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A

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LA

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OF

(585) 512-

2000

RO

CH

ES

TE

R,

NY 14604

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EAS

T

AV

EN

UE

DJK

CIT

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OF

RO

CH

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DE

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RT

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NT

OF

EN

VIR

ON

ME

NT

AL

SE

RVIC

ES

DATE

PC 16146

SA

GE

R

DRIV

E

36

FEB. 2020

FEB. 2020

CU

LV

ER

RO

AD

TO

EA

ST

BO

UL

EV

AR

D

PV

RC

S 15

+50.0

0

EL

EV

490.0

8

PV

T

S 16

+00.0

0

EL

EV

489.4

0

PV

C

S 17

+65.1

6

EL

EV

485.4

4

LO

S 17

+82.7

3

EL

EV

485.2

3

PV

T

S 17

+95.1

6

EL

EV

485.3

3

SLP -2.40%

ELEV. 490.25

L = 100'

e = 0.14'

PVI STA. 15+00.00

SSD = 409.05'

ELEV. 490.00

L = 50'

e = -0.13'

PVI STA. 15+75.00

SSD = 547.61'

ELEV. 485.08

L = 30'

e = 0.15'

PVI STA. 17+80.16

SSD = 111.45'

SLP

1.70%

MDB

DJK

CP-1

33

1"=20'

N

ROAD

CULVER

ROAD

CULVER

MA

TC

H

LIN

E

ST

A.

S 14

+7

5

BE

LO

W

STA. S 10+11.85

PROJECT LIMIT

MA

TC

H

LIN

E

ST

A.

S 14

+7

5

AB

OV

E

EAST BOULEVARD

EAST BOULEVARD

14.88' RIGHT

STA. C 10+85.41

E 1418419.06

N 1149599.77

R=3'

14.86' RIGHT

STA. C 10+75.89

E 1418415.73

N 1149590.86

R=18'

11.00' LEFT

STA. S 10+45.71

E 1418439.65

N 1149568.06

R=3'

R=3'

14.90' RIGHT

STA. C 10+09.40

E 1418392.60

N 1149528.52

14.88' RIGHT

STA. C 10+21.79

E 1418396.90

N 1149540.14

11.50' RIGHT

STA. S 10+31.70

E 1418419.36

N 1149551.01

R=18'

6.50' LEFT

STA. S 10+33.89

E 1418427.01

N 1149567.45

30.75' RIGHT

STA C 10+88.93

E 1418435.17

N 1149597.55

17.75' RIGHT

STA C 10+88.40

E 1418422.80

N 1149601.58

6.50' LEFT

STA. S 10+43.11

E 1418435.79

N 1149564.59

30.00' RIGHT

STA. S 10+35.25

E 1418417.00

N 1149532.32

11.50' RIGHT

STA. S 10+40.74

E 1418427.95

N 1149548.21

16.00' RIGHT

STA. S 10+43.34

E 1418429.03

N 1149543.13

SAGER DRIVE

25.00' LEFT

STA. S 11+60.70

E 1418553.31

N 1149545.74

23.50' LEFT

STA. S 11+63.30

E 1418555.32

N 1149543.51

6.50' LEFT

STA. S 11+74.84

E 1418561.03

N 1149523.77

8.00' LEFT

STA. S 11+72.24

E 1418559.03

N 1149526.00

R=3'

R=3'

6.50' LEFT

STA. S 12+35.64

E 1418618.84

N 1149504.93

R=3'

11.00' LEFT

STA. S 12+38.24

E 1418622.70

N 1149508.41

25.00' LEFT

STA. S 12+30.15

E 1418619.35

N 1149524.22

25.00' LEFT

STA. S 13+74.02

E 1418756.14

N 1149479.65

23.50' LEFT

STA. S 13+76.62

E 1418758.15

N 1149477.42

R=3'

8.00' LEFT

STA. S 13+85.57

E 1418761.85

N 1149459.91

6.50' LEFT

STA. S 13+88.17

E 1418763.86

N 1149457.68

R=3'R=3'

30.00' RIGHT

STA. S 11+16.72

E 1418494.46

N 1149507.08

28.50' RIGHT

STA. S 11+19.32

E 1418497.40

N 1149507.70

13.00' RIGHT

STA. S 11+28.27

E 1418510.71

N 1149519.66

11.50' RIGHT

STA. S 11+30.87

E 1418513.64

N 1149520.28

R=3'

30.00' RIGHT

STA. S 11+68.86

E 1418544.04

N 1149490.92

16.00' RIGHT

STA. S 11+76.95

E 1418556.06

N 1149501.73

11.50' RIGHT

STA. S 11+74.35

E 1418554.98

N 1149506.81

R=3'

30.00' RIGHT

STA. S 12+71.13

E 1418641.27

N 1149459.23

28.50' RIGHT

STA. S 12+73.73

E 1418644.21

N 1149459.86

R=3'

13.00' RIGHT

STA. S 12+82.68

E 1418657.52

N 1149471.82

11.50' RIGHT

STA. S 12+85.28

E 1418660.45

N 1149472.44

R=3'

11.50' RIGHT

STA. S 13+56.52

E 1418728.19

N 1149450.37

16.00' RIGHT

STA. S 13+59.12

E 1418729.27

N 1149445.28

30.00' RIGHT

STA. S 13+51.03

E 1418717.24

N 1149434.48

R=3'

30.00' RIGHT

STA. S 14+01.22

E 1418764.96

N 1149418.93

28.50' RIGHT

STA. S 14+03.82

E 1418767.89

N 1149419.55

CU

RB

LA

YO

UT

PL

AN - 1

13.00' RIGHT

STA. S 14+12.76

E 1418781.20

N 1149431.51

11.50' RIGHT

STA. S 14+15.36

E 1418784.14

N 1149432.14

R=3'

11.50' RIGHT

STA. S 14+63.70

E 1418830.10

N 1149417.16

16.00' RIGHT

STA. S 14+66.30

E 1418831.18

N 1149412.07

30.00' RIGHT

STA. S 14+58.22

E 1418819.15

N 1149401.27

R=3'

22.44' RIGHT

STA. E 10+85.88

E 1419202.95

N 1149344.06

22.48' RIGHT

STA. E 10+74.86

E 1419198.97

N 1149333.79

22.44' LEFT

STA. E 10+92.97

E 1419163.74

N 1149367.01

22.43' LEFT

STA. E 10+72.21

E 1419156.18

N 1149347.68

6.50' LEFT

STA. S 17+77.30

E 1419133.84

N 1149337.11

R=18'

6.50' LEFT

STA. S 17+65.73

E 1419122.85

N 1149340.69

8.00' LEFT

STA. S 17+63.14

E 1419120.84

N 1149342.92

R=3'

25.00' LEFT

STA. S 17+51.59

E 1419115.13

N 1149362.66

23.50' LEFT

STA. S 17+54.19

E 1419117.13

N 1149360.43

R=3'

25.00' LEFT

STA. S 16+70.12

E 1419037.67

N 1149387.91

11.00' LEFT

STA. S 16+78.20

E 1419041.02

N 1149372.09 6.50' LEFT

STA. S 16+75.61

E 1419037.15

N 1149368.62

R=3'

6.50' LEFT

STA. S 15+87.38

E 1418953.27

N 1149395.95

8.00' LEFT

STA. S 15+84.79

E 1418951.27

N 1149398.18

R=3'

25.00' LEFT

STA. S 15+73.24

E 1418945.55

N 1149417.92

23.50' LEFT

STA. S 15+75.84

E 1418947.56

N 1149415.69

R=3'

30.00' RIGHT

STA. S 15+70.89

E 1418926.28

N 1149366.36

28.50' RIGHT

STA. S 15+73.48

E 1418929.21

N 1149366.98

R=3'

13.00' RIGHT

STA. S 15+82.43

E 1418942.52

N 1149378.94

11.50' RIGHT

STA. S 15+85.03

E 1418945.46

N 1149379.57

R=3'

30.00' RIGHT

STA. S 16+16.87

E 1418970.00

N 1149352.11

11.50' RIGHT

STA. S 16+22.36

E 1418980.95

N 1149368.00

16.00' RIGHT

STA. S 16+24.96

E 1418982.02

N 1149362.92

30.00' RIGHT

STA. S 17+39.94

E 1419087.01

N 1149313.98

28.50' RIGHT

STA. S 17+42.54

E 1419089.95

N 1149314.60

R=3'

13.00' RIGHT

STA. S 17+51.49

E 1419103.26

N 1149326.57 R=3'

11.50' RIGHT

STA. S 17+54.09

E 1419106.19

N 1149327.19

11.50' RIGHT

STA. S 17+77.31

E 1419128.27

N 1149319.99

22.48' LEFT

STA. E 10+21.28

E 1419137.59

N 1149300.25

22.48' LEFT

STA. E 10+17.89

E 1419136.35

N 1149297.09

25' LEFT

STA. S 10+37.63

E 1418436.30

N 1149583.88

R=15'

6.50' LEFT

STA. S 14+45.26

E 1418818.14

N 1149439.99

11.00' LEFT

STA. S 14+47.85

E 1418822.00

N 1149443.46

25.00' LEFT

STA. S 14+39.77

E 1418818.66

N 1149459.28

S 11+00 S 12+00 S 13+00 S 14+00

C 10

+00

C 11

+00

S 15+00 S 16+00 S 17+00 S 18+00

E 10

+00

E 11

+00

NO.

DA

TE:

DE

SC

RIP

TIO

N

RE

VISIO

NS

of

SHEET NO.

DRAWING NO:

SCALE:

PROJECT NO.:

DATE:

DR

AWIN

G

TIT

LE:

PR

OJE

CT

NA

ME:

CLIE

NT:

DRWN. BY:

CHKD. BY:

PROJ. MGR.:

123

NE

W

YO

RK

ST

AT

E

ED

UC

ATIO

N

LA

W

AR

TIC

LE

145,

SE

CTIO

N

7209

UN

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DITIO

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TO

THIS

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G IS

A

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OF

(585) 512-

2000

RO

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EAS

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OF

RO

CH

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W

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DE

PA

RT

ME

NT

OF

EN

VIR

ON

ME

NT

AL

SE

RVIC

ES

DATE

PC 16146

SA

GE

R

DRIV

E

36

FEB. 2020

FEB. 2020

CU

LV

ER

RO

AD

TO

EA

ST

BO

UL

EV

AR

D

MDB

DJK

GR-1

34

S 18+00

489.5

489.0

489.0

485.5

486.0

485.5

485.0

484.5

485.0

484.5

486.5

486.0

485.5

487.0

487.5

489.5

489.5

489.5

489.0

0.9

C 10

+00

C 11

+00

S 18+00

485.5

486.0

485.5

485.0

484.5

485.0

484.5

S 18+00

E 10

+00

E 11

+00

484.90T.G.

485.5

.4.2

485.15T.G.

486.0486.5

487.0

487.5

489.5

489

490

489.5

489.00T.G.

N

CULVER ROAD / SAGER DRIVE INTERSECTION SAGER DRIVE / EAST BOULEVARD INTERSECTION

N

RECONSTRUCTION LIMIT

PROPOSED PAVEMENTRECONSTRUCTION LIMIT

PROPOSED PAVEMENT

AND RESURFACING LIMIT

PROPOSED MILLING

AND RESURFACING LIMIT

PROPOSED MILLING

AND RESURFACING LIMITS

TO MATCH WITHIN THE MILLING

EXISTING AND PROPOSED GRADES

ROAD

CULVER

BOULEVARD

EAST

DS-2

DS-5 DS-6 DS-9DS-5A DS-10

DS-13 DS-15 DS-15A

DS-18

DS-19

S605.140106

ITEM

S605.140106

ITEM

S605.140106

ITEM

S605.140106

ITEM

S605.170106

ITEM

S605.170106

ITEM

S605.170106

ITEM

S605.170106

ITEM

S605.170106

ITEM

S605.170106

ITEM

UNDERDRAIN SCHEMATICS

UNDERDRAIN SCHEMATICS

AN

D

UN

DE

RD

RAIN

SC

HE

MA

TIC

S

INT

ER

SE

CTIO

N

GR

ADIN

G

PL

AN - 1

MA

TC

H

LIN

E

BE

LO

W

MA

TC

H

LIN

E

AB

OV

E

020 10 20 40

SCALE IN FEET

60

AS SHOWN

NO.

DA

TE:

DE

SC

RIP

TIO

N

RE

VISIO

NS

of

SHEET NO.

DRAWING NO:

SCALE:

PROJECT NO.:

DATE:

DR

AWIN

G

TIT

LE:

PR

OJE

CT

NA

ME:

CLIE

NT:

DRWN. BY:

CHKD. BY:

PROJ. MGR.:

123

NE

W

YO

RK

ST

AT

E

ED

UC

ATIO

N

LA

W

AR

TIC

LE

145,

SE

CTIO

N

7209

UN

AU

TH

ORIZ

ED

ALT

ER

ATIO

N

OR

AD

DITIO

N

TO

THIS

DR

AWIN

G IS

A

VIO

LA

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N

OF

(585) 512-

2000

RO

CH

ES

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R,

NY 14604

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EAS

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DJK

CIT

Y

OF

RO

CH

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NE

W

YO

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DE

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ME

NT

OF

EN

VIR

ON

ME

NT

AL

SE

RVIC

ES

DATE

PC 16146

SA

GE

R

DRIV

E

36

FEB. 2020

FEB. 2020

CU

LV

ER

RO

AD

TO

EA

ST

BO

UL

EV

AR

D

MA

TC

H

LIN

E

ST

A.

S 14

+7

5

DW

G.

NO.

ST-2

MDB

DJK

ST-1

35

N

SIG

NIN

G

AN

D

ST

RIPIN

G

PL

AN - 1

9'

TYP.9'

TYP.

9'

TYP.

9'TYP.

9'TYP.

9'TYP.

18'

18'

ROAD

CULVER

ROAD

CULVER

SAGER DRIVE

020 10 20 40

SCALE IN FEET

60

PROJECT LIMIT

Culver RD

Sager dr

NOOVERNIGHT

PARKING

only

parking

angle

back-in

TIME

ANY

STANDING

PARKING

TIME

ANY

PARKING

TIME

ANY

PARKING

TIME

ANY

PARKING

TIME

ANY

only

parking

angle

back-in

PARKING

and customers only

building tenants

for this

ON BUILDING FACE

HYDRANT

FIRE

ONE WAY

ONE WAY

parking

no

zone

tow away

R

PAVEMENT MARKING PAY ITEMS:

(BLUE HANDICAP PARKING SYMBOL WILL BE PAID FOR UNDER THIS ITEM)

ITEM 686.05000011 - MULTI-COLOR PREFORMED THERMOPLASTIC REFLECTORIZED PAVEMENT SYMBOLS

(BLUE ACCESIBLE PARKING MARKINGS SHALL ALSO BE PAID FOR UNDER ITEM 685.11)

ITEM 685.11 - WHITE EPOXY REFLECTORIZED PAVEMENT STRIPES - 20 MILS

ITEM 686.05000011, TYP.

18.5'

TY

P.

TYP.60°

18.5'

TY

P.

TYP.60°


R.O.W.

EXIS

TIN

G

TYP.

ITEM 685.11

4" WHITE

ITEM 685.11, TYP.

4" BLUE

ONE WAY

ONE WAY

NOTES:

only

parking

angle

back-in

BY OTHERS

(12"x18")

SPECIAL

BY OTHERS

(12"x18")

SPECIAL

BY OTHERS

RR

BY OTHERS

BY OTHERS

(12"x18")

SPECIAL

BY OTHERS

(12"x18")

SPECIAL

BY OTHERS

TO BACK)

(MOUNTED BACK

(36"x12")

R6-1L

R6-1R

SEE NOTE 1

BY OTHERS

(24"x30")

SPECIAL

BY OTHERS

(12"x18")

SPECIAL

LEGEND

EXISTING SIGN TO REMAIN

EXISTING SIGN

B-B BACK TO BACK

INSTALLED BY OTHERS

DESIGNATION AND SIZE) TO BE

NEW SIGN (WITH MUTCD SIGN

BE INSTALLED BY OTHERS

NEW SIGN (MAST ARM MOUNTED) TO

INSTALLED BY OTHERS

NEW SIGN (POLE MOUNTED) TO BE

INSTALLED BY OTHERS

NEW SIGN ON POST TO BE

INSTALLED BY CONTRACTOR

NEW SIGN SLEEVE TO BE

BY OTHERS

REMOVE & RELOCATE EXISTING SIGN

BY OTHERS

EXISTING SIGN TO BE REMOVED

SIGN

SIGN

SIGN

SIGN TO BE INSTALLED BY OTHERS

CONTRACTOR

SLEEVE TO BE INSTALLED BY

NEW SIGN ON POST WITH SLEEVE

SPSP

SP

SP

RR

R

SP

SP/SS

SS

BY OTHERS

NEW SIGN SLEEVE

ON NEW SIGN POST IN

INSTALLED IN SAME LOCATION

SIGNS TO BE REMOVED AND

SP/SS

SP/SS SP/SS

SP/SS

SP/SS

SP/SS

SEE NOTE 1

ITEM S643.0401

BY OTHERS

(12"x18")

NYP1-8

SEE NOTE 1

ITEM S643.0401

BY OTHERS

(12"x18")

R7-8

SEE NOTE 1

ITEM S643.0401

BY OTHERS

(12"x18")

R7-8

SEE NOTE 1

ITEM S643.0401

BY OTHERS

(36"x12")

R6-1L

R6-1R

only

parking

angle

back-in

BY OTHERS

(12"x18")

SPECIAL

SP

only

parking

angle

back-in

BY OTHERS

(12"x18")

SPECIAL

only

parking

angle

back-in

only

parking

angle

back-in

BY OTHERS

(12"x18")

SPECIAL

only

parking

angle

back-in

BY OTHERS

(12"x18")

SPECIAL

only

parking

angle

back-in

BY OTHERS

RR

R

SP/SS

only

parking

angle

back-in

SP/SS

only

parking

angle

back-in

R

R

only

parking

angle

back-in

BY OTHERS

(12"x18")

SPECIAL

TIME

ANY

STOPPING

AS SHOWN

BY OTHERS

RR

PROPERTY OWNER.

PRIVATE SIGNS OFF R.O.W. TO BE REMOVED BY THE


THE CONTRACTOR SHALL INSTALL ONLY THE SIGN SLEEVES.

2.

1.

SEE NOTE 2

BY OTHERS

TO BE REMOVED

ON BUILDING FACE

PRIVATE SIGNS (3 EA.)

SEE NOTE 1

ITEM S643.0401

BY OTHERS

(24"x30")

SPECIAL

SEE NOTE 1

ITEM S643.0401

BY OTHERS

(12"x18")

SPECIAL

SEE NOTE 1

ITEM S643.0401

BY OTHERS

(24"x30")

SPECIAL

SEE NOTE 2

BY OTHERS

TO BE REMOVED

ON BUILDING FACE

PRIVATE SIGN

SEE NOTE 1

ITEM S643.0401

BY OTHERS

(12"x18")

SPECIAL

SEE NOTE 2

BY OTHERS

TO BE REMOVED

ON GARAGE DOORS


BY OTHERS

(24"x30")

SPECIAL

BY OTHERS

(24"x30")

SPECIAL

SEE NOTE 2

BY OTHERS

TO BE REMOVED

PRIVATE SIGN

S 11+00 S 12+00 S 13+00 S 14+00

C 10

+00

C 11

+00

WO

OD FE

NC

E

BLOCK WALL BLOCK WALL

GATE

BLOCK WALL

GATE

1 1/2 MASONRYEAST AVE.

1286

EXIS

TIN

G

R.O.W.

EXIS

TIN

G

R.O.W.

EXIS

TIN

G

R.O.W.

R.O.W.

EXIS

TIN

G

EXISTING R.O.W.

R.O.W.

EXISTING

EXISTING R.O.W.

EXISTING R.O.W.

NO.

DA

TE:

DE

SC

RIP

TIO

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VISIO

NS

of

SHEET NO.

DRAWING NO:

SCALE:

PROJECT NO.:

DATE:

DR

AWIN

G

TIT

LE:

PR

OJE

CT

NA

ME:

CLIE

NT:

DRWN. BY:

CHKD. BY:

PROJ. MGR.:

123

NE

W

YO

RK

ST

AT

E

ED

UC

ATIO

N

LA

W

AR

TIC

LE

145,

SE

CTIO

N

7209

UN

AU

TH

ORIZ

ED

ALT

ER

ATIO

N

OR

AD

DITIO

N

TO

THIS

DR

AWIN

G IS

A

VIO

LA

TIO

N

OF

(585) 512-

2000

RO

CH

ES

TE

R,

NY 14604

255

EAS

T

AV

EN

UE

DJK

CIT

Y

OF

RO

CH

ES

TE

R,

NE

W

YO

RK

DE

PA

RT

ME

NT

OF

EN

VIR

ON

ME

NT

AL

SE

RVIC

ES

DATE

PC 16146

SA

GE

R

DRIV

E

36

FEB. 2020

FEB. 2020

CU

LV

ER

RO

AD

TO

EA

ST

BO

UL

EV

AR

D

MA

TC

H

LIN

E

ST

A.

S 14

+7

5

DW

G.

NO.

ST-1

ST-2

DJK

MDB

N

SIG

NIN

G

AN

D

ST

RIPIN

G

PL

AN - 2

9'

TYP.

TYP.

9'TYP.

9'

9'

TYP.

18'

18'

BOULEVARD

EAST

BOULEVARD

EAST

SAGER DRIVE

ONLY

PARKING

ASSIGNED

WILL BE TOWED

VIOLATORS

020 10 20 40

SCALE IN FEET

60

ONE WAY

ONE WAY

Sager dr

East BLVD

STANDING

CORNER

HERE TO

STANDING

CORNER

HERE TO

PARKING

TIME

ANY

PARKING

TIME

ANY

ON NEW SIGN POST

INSTALLED IN SAME LOCATION

SIGNS TO BE REMOVED AND

PARKING

TIME

ANY

PARKING

TIME

ANY

reserved

zone

tow away

27 sager dr

only

ONE WAY

ONE WAY

PAVEMENT MARKING PAY ITEMS:

(BLUE HANDICAP PARKING SYMBOL WILL BE PAID FOR UNDER THIS ITEM)

ITEM 686.05000011 - MULTI-COLOR PREFORMED THERMOPLASTIC REFLECTORIZED PAVEMENT SYMBOLS

(BLUE ACCESIBLE PARKING MARKINGS SHALL ALSO BE PAID FOR UNDER ITEM 685.11)

ITEM 685.11 - WHITE EPOXY REFLECTORIZED PAVEMENT STRIPES - 20 MILS

ITEM 686.05000011, TYP.

TYP.

ITEM 685.11


TYP.60°

18.5'

TY

P.

18.5'

TY

P.

TYP.

ITEM 685.11

4" WHITE ITEM 685.11, TYP.

4" BLUE

EXISTING R.O.W.

TYP.60°

NEW

NEW

only

parking

angle

back-in

only

parking

angle

back-in

BY OTHERS

(12"x18")

SPECIAL

BY OTHERS

(12"x18")

SPECIAL

BY OTHERS

(8"x18")

SPECIAL

BY OTHERS

(24"x24")

R3-1

BY OTHERS

(30"x30")

R5-1

BY OTHERS

(8"x18")

SPECIAL

BY OTHERS

(24"x24")

R3-2

BY OTHERS

(30"x30")

R5-1

BY OTHERS

TO BACK)

(MOUNTED BACK

(36"x12")

R6-1L

R6-1R

BY OTHERS

R

BY OTHERS

RR

36

LEGEND

EXISTING SIGN TO REMAIN

EXISTING SIGN

B-B BACK TO BACK

INSTALLED BY OTHERS

DESIGNATION AND SIZE) TO BE

NEW SIGN (WITH MUTCD SIGN

BE INSTALLED BY OTHERS

NEW SIGN (MAST ARM MOUNTED) TO

INSTALLED BY OTHERS

NEW SIGN (POLE MOUNTED) TO BE

INSTALLED BY OTHERS

NEW SIGN ON POST TO BE

INSTALLED BY CONTRACTOR

NEW SIGN SLEEVE TO BE

BY OTHERS

REMOVE & RELOCATE EXISTING SIGN

BY OTHERS

EXISTING SIGN TO BE REMOVED

SIGN

SIGN

SIGN

SIGN TO BE INSTALLED BY OTHERS

CONTRACTOR

SLEEVE TO BE INSTALLED BY

NEW SIGN ON POST WITH SLEEVE

RR

R

SP

SP/SS

SS

SEE NOTE 1

TO BACK)

(MONTED BACK

ITEM S643.0401

BY OTHERS

(36"x12")

R6-1L

R6-1R

SEE NOTE 1

ITEM S643.0401

BY OTHERS

(12"x18")

R7-8

SEE NOTE 1

ITEM S643.0401

BY OTHERS

(12"x18")

NYP1-8

SEE NOTE 1

ITEM S643.0401

BY OTHERS

(12"x18")

R7-8

SP

SP/SS

SP/SS

SP/SS

SP/SS

SP/SS

SP

R

SP

R

BY OTHERS

(12"x18")

SPECIAL

only

parking

angle

back-in

only

parking

angle

back-in

BY OTHERS

(12"x18")

SPECIAL

BY OTHERS

(12"x18")

SPECIAL

only

parking

angle

back-in

SP

only

parking

angle

back-in

BY OTHERS

(12"x18")

SPECIAL

R

TIME

ANY

STOPPING

AS SHOWN

NOTES:

PROPERTY OWNER.

PRIVATE SIGNS OFF R.O.W. TO BE REMOVED BY THE


THE CONTRACTOR SHALL INSTALL ONLY THE SIGN SLEEVES.

2.

1.

SEE NOTE 1

ITEM S643.0401

BY OTHERS

(24"x30")

SPECIAL

SEE NOTE 2

BY OTHERS

TO BE REMOVED

ON BUILDING FACE


BY OTHERS

PRIVATE SIGNS

BY OTHERS

(24"x30")

SPECIAL

SEE NOTE 2

BY OTHERS

TO BE REMOVED

ON GARAGE DOOR

PRIVATE SIGN

S 15+00 S 16+00 S 17+00 S 18+00

E 10

+00

E 11

+00

xx

xx

xx

xx

xx

xx

x

WOOD FENCE

FH

BLOCK WALL

WALL

CONCRETE

GARAGEWOOD FRAME

1 STORY1316 EAST AVENUE

WALLBLOCK

R.O.W.

EXISTING EXISTING R.O.W.

EXISTING R.O.W.

R.O.W.

EXISTING

NO.

DA

TE:

DE

SC

RIP

TIO

N

RE

VISIO

NS

of

SHEET NO.

DRAWING NO:

SCALE:

PROJECT NO.:

DATE:

DR

AWIN

G

TIT

LE:

PR

OJE

CT

NA

ME:

CLIE

NT:

DRWN. BY:

CHKD. BY:

PROJ. MGR.:

123

NE

W

YO

RK

ST

AT

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UC

ATIO

N

LA

W

AR

TIC

LE

145,

SE

CTIO

N

7209

UN

AU

TH

ORIZ

ED

ALT

ER

ATIO

N

OR

AD

DITIO

N

TO

THIS

DR

AWIN

G IS

A

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LA

TIO

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OF

(585) 512-

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ES

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255

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DJK

CIT

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OF

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DE

PA

RT

ME

NT

OF

EN

VIR

ON

ME

NT

AL

SE

RVIC

ES

DATE

PC 16146

SA

GE

R

DRIV

E

36

FEB. 2020

FEB. 2020

CU

LV

ER

RO

AD

TO

EA

ST

BO

UL

EV

AR

D

project sager drive improvement project

Documents