project sager drive improvement project
TRANSCRIPT
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 TABLES - 2
CONSTRUCTION TABLES - 1
CONSTRUCTION DETAILS - 18
CONSTRUCTION DETAILS - 17
CONSTRUCTION DETAILS - 16
CONSTRUCTION DETAILS - 15
CONSTRUCTION DETAILS - 14
CONSTRUCTION DETAILS - 13
CONSTRUCTION DETAILS - 12
CONSTRUCTION DETAILS - 11
CONSTRUCTION DETAILS - 10
CONSTRUCTION DETAILS - 9
CONSTRUCTION DETAILS - 8
CONSTRUCTION DETAILS - 7
CONSTRUCTION DETAILS - 6
CONSTRUCTION DETAILS - 5
CONSTRUCTION DETAILS - 4
CONSTRUCTION DETAILS - 3
CONSTRUCTION DETAILS - 2
CONSTRUCTION DETAILS - 1
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
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GN-2
STANDARD WATER MAIN EXTENSION
MONROE COUNTY DEPARTMENT OF PUBLIC HEALTH
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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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FEB. 2020
FEB. 2020
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2
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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
1.1875" LETTERS INITIAL CAP
SWISS 721 CONDENSED BOLD ITALIC
ROCHESTER CITY COUNCIL:
0.625" LINE SPACING
1.25" LETTERS INITIAL CAP
SWISS 721 CONDENSED BOLD ITALIC
MAYOR'S SIGNATURE:
0.75" LINE SPACING
1.50" LETTERS INITIAL CAP
SWISS 721 CONDENSED BOLD
FOR INFORMATION CALL:
CONTRACTOR AND
2" LINE SPACING
4" LETTERS INITIAL CAP
SWISS 721 CONDENSED BOLD
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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PC 16146
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FEB. 2020
FEB. 2020
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CTIO
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)
(INCLUDING EXCAVATION AND SUBBASE COURSE), TYP.
CONCRETE SIDEWALKS AND DRIVEWAY
ITEM S608.14
7" THICK
(INCLUDING EXCAVATION AND SUBBASE COURSE), TYP.
CONCRETE SIDEWALKS AND DRIVEWAY
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
CONCRETE SIDEWALKS AND DRIVEWAY
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
APPROXIMATE LOCATION
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
APPROXIMATE LOCATION
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. S 13+86 TO STA. S 14+48 - LEFT
STA. S 11+74 TO STA. S 12+38 - LEFT
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. S 11+29 TO STA. S 11+77 - 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
STA. S 12+84 TO STA. S 13+59 - RIGHT
STA. S 11+29 TO STA. S 11+77 - 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
NO.
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DATE:
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CLIE
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DRWN. BY:
CHKD. BY:
PROJ. MGR.:
123
NE
W
YO
RK
ST
AT
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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
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N
OF
(585) 512-
2000
RO
CH
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TE
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255
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RT
ME
NT
OF
EN
VIR
ON
ME
NT
AL
SE
RVIC
ES
DATE
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FEB. 2020
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LV
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EA
ST
BO
UL
EV
AR
D
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
CORRUGATED POLYETHYLENE PIPE
6" HIGH DENSITY PERFORATED
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
6" SUBBASE COURSE, TYPE 2
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
5" SUBBASE COURSE, TYPE 1
ITEM 304.11
6" SUBBASE COURSE, TYPE 2
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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DE
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of
SHEET NO.
DRAWING NO:
SCALE:
PROJECT NO.:
DATE:
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TIT
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PR
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CT
NA
ME:
CLIE
NT:
DRWN. BY:
CHKD. BY:
PROJ. MGR.:
123
NE
W
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RK
ST
AT
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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
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PC 16146
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FEB. 2020
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LV
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RO
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EV
AR
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MDB
DJK
CD-2
11
NO SCALE
CO
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TR
UC
TIO
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S - 2
ITEM S609.260501
ITEM S609.250501
ITEM S608.380602
NO.
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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
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NY 14604
255
EAS
T
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UE
DJK
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PC 16146
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FEB. 2020
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LV
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TO
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ST
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EV
AR
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MDB
DJK
CD-3
12
NO SCALE
CO
NS
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UC
TIO
N
DE
TAIL
S - 3
ITEM S608.14
NO.
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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
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R,
NE
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DE
PA
RT
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NT
OF
EN
VIR
ON
ME
NT
AL
SE
RVIC
ES
DATE
PC 16146
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FEB. 2020
CU
LV
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RO
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TO
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AR
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DJK
CD-4
13
NO SCALE
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TR
UC
TIO
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S - 4
NO.
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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
ED
ALT
ER
ATIO
N
OR
AD
DITIO
N
TO
THIS
DR
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G IS
A
VIO
LA
TIO
N
OF
(585) 512-
2000
RO
CH
ES
TE
R,
NY 14604
255
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T
AV
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DJK
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Y
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CH
ES
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R,
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ON
ME
NT
AL
SE
RVIC
ES
DATE
PC 16146
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FEB. 2020
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LV
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RO
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MDB
DJK
CD-5
14
NO SCALE
CO
NS
TR
UC
TIO
N
DE
TAIL
S - 5
NO.
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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,
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RK
DE
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NT
OF
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VIR
ON
ME
NT
AL
SE
RVIC
ES
DATE
PC 16146
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FEB. 2020
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LV
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MDB
DJK
CD-6
15
NO SCALE
CO
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TIO
N
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S - 6
ITEM S914.020100
ITEM S913.120100
ITEM S912.020100
NO.
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TIO
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NS
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
AU
TH
ORIZ
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ATIO
N
OR
AD
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N
TO
THIS
DR
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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,
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DE
PA
RT
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NT
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ON
ME
NT
AL
SE
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ES
DATE
PC 16146
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FEB. 2020
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CD-7
16
NO SCALE
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ITEM S917.01 ITEM S966.0317
NO.
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DE
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TIO
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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
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
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RK
DE
PA
RT
ME
NT
OF
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VIR
ON
ME
NT
AL
SE
RVIC
ES
DATE
PC 16146
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FEB. 2020
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LV
ER
RO
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TO
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EV
AR
D
MDB
DJK
CD-8
17
NO SCALE
CO
NS
TR
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TIO
N
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TAIL
S - 8
ITEM S966.0317
ITEM S412.08
NO.
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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
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ALT
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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
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FEB. 2020
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LV
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AR
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MDB
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CD-9
18
NO SCALE
CO
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TR
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TIO
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ITEM S608.16
ITEM S608.15
ITEM S608.17
NO.
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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
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DE
PA
RT
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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LV
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MDB
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NO SCALE
CO
NS
TR
UC
TIO
N
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CD-10
ITEM S604.3705 ITEM S604.3705
ITEM S604.5010
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,
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YO
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DE
PA
RT
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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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,
for Concrete Collar Details
S604-92 and S604-93
Refer to City Drawing
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
Improvement Projects.
Of Rochester Street
Typical Detail for City
AUGUST 2019
MONROE COUNTY PURE WATERS
6"
6"
Finished GradeSlope
1.
NOTES:
2.
3. Std. Dwg. No. S604-7
Former City of Rochester
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
for Concrete Collar Details
S604-94 and S604-95
Refer to City Drawings
Edge of Concrete Collar
(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
Refer to City Drawings
NOTES:
Finished Grade
AUGUST 2019
MONROE COUNTY PURE WATERS
12"
FIGURE 2.06
Concrete Collar Details
S604-90 and S604-91 for
Refer to City Drawings
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
Refer to City Drawings
Fiber Reinforcement
with Synthetic Micro-
Class D Concrete
(See Note 3)
#5 Dowels
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
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
Improvement Projects.
Of Rochester Street
Typical Detail for City
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
Cover or Approved Equivalent (See Figure 2.07)
EJ Co. #1310Z1 Frame (9" Tall) and #1310A2
Standard Cast Iron Manhole Frame and Cover
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#3 Rebar Typical
#3 Rebar Typical
ITEM S604.3705
ITEM S604.5010
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SHEET NO.
DRAWING NO:
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PROJECT NO.:
DATE:
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CLIE
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DRWN. BY:
CHKD. BY:
PROJ. MGR.:
123
NE
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145,
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7209
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DITIO
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THIS
DR
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(585) 512-
2000
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255
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DATE
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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
Std. Dwg. No. R655-1
Former City of Rochester
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
Improvement Projects.
Of Rochester Street
Typical Detail for City
MONROE COUNTY PURE WATERS
FIGURE 6.05Feb 2005
FRAME AND GRATE
TYPE A & B CATCH BASIN
See Note 3
RPWD Approval.
Other Use Requires
Improvement Projects.
Of Rochester Street
Typical Detail for City
Finished Grade
1.
Finished Grade
FOR BRICK AND STONE STRUCTURES
MANHOLE FRAME AND COVER ADJUSTMENTAUGUST 2019 FIGURE 2.04
MONROE COUNTY PURE WATERS
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
with Synthetic Micro-
Class D Concrete
Fiber Reinforcement
with Synthetic Micro-
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
Concrete Collar Details
S604-90 and S604-91 for
Refer to City Drawings
Std. Dwg. No. R604-4
Former City of Rochester
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,
Epoxy on Interior Surfaces
Provide 2 Coats of Duralkote 500
and Bed Joints no Greater than 1/2")
2 Courses Brick and Mortar (Head
Concrete Adjustment Ring, or Minimum
EXISTING BRICK OR STONE MANHOLE WITH NEW FLAT TOP SLAB
Typ
Min
Typ
Min
Concrete Collar Details
S604-90 and S604-91 for
Refer to City Drawings
Cover or Approved Equivalent (See Figure 2.07)
EJ Co. #1310Z1 Frame (9" Tall) and #1310A2
Standard Cast Iron Manhole Frame and Cover
Cover or Approved Equivalent (See Figure 2.07)
EJ Co. #1310Z1 Frame (9" Tall) and #1310A2
Standard Cast Iron Manhole Frame and Cover
OCTOBER 2019
MONROE COUNTY PURE WATERS
FIGURE 2.07MANHOLE FRAME AND COVER
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MANHOLE FRAME AND COVER
RPWD Approval.
Other Use Requires
Improvement Projects.
Of Rochester Street
Typical Detail for City
Std. Dwg. No. R655-3
Former City of Rochester
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.
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DE
SC
RIP
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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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CT
NA
ME:
CLIE
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DRWN. BY:
CHKD. BY:
PROJ. MGR.:
123
NE
W
YO
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ST
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UC
ATIO
N
LA
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AR
TIC
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145,
SE
CTIO
N
7209
UN
AU
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ORIZ
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ALT
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OR
AD
DITIO
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TO
THIS
DR
AWIN
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A
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LA
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OF
(585) 512-
2000
RO
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NY 14604
255
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OF
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DATE
PC 16146
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FEB. 2020
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DJK
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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"
MANHOLE FRAME AND COVER
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
SYNTHETIC MICRO-FIBER
CLASS D CONCRETE WITH
SECTION
PAVEMENT
TOP OF12"
(SEE NOTES 4 AND 5)
REINFORCEMENT
SYNTHETIC MICRO-FIBER
CLASS D CONCRETE WITH
12"
MANHOLE FRAME AND COVER
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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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.
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
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
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SHEET NO.
DRAWING NO:
SCALE:
PROJECT NO.:
DATE:
DR
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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
ER
ATIO
N
OR
AD
DITIO
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TO
THIS
DR
AWIN
G IS
A
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LA
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N
OF
(585) 512-
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RO
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NY 14604
255
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OF
EN
VIR
ON
ME
NT
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RVIC
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DATE
PC 16146
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FEB. 2020
FEB. 2020
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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
Limit Of Trench Excavation
O.D.A A
12"
Min.
B1/
2
O.D.
RockRock
Ground
Undisturbed
Ground
Undisturbed
BB
3000 psi
Concrete
O.D.
Limit Of Trench Excavation
A A
Limit Of Trench Excavation
A O.D. A
Select Fill
Compacted
3000 psi
Concrete
12"
Min.
B3"
OD
1/
4
Or
Min.
MONROE COUNTY PURE WATERS
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.
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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
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
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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
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DATE
PC 16146
SA
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FEB. 2020
FEB. 2020
CU
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RO
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MONROE COUNTY PURE WATERS
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
MONROE COUNTY PURE WATERS
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
MONROE COUNTY PURE WATERS
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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CD-15
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.
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PROJ. MGR.:
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xx
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x
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xx
xx
x
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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
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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°
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CD-17
Y
4"
AUGUST 2019
MONROE COUNTY PURE WATERS
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"
for Concrete Collar Details
S604-92 and S604-93
Refer to City Drawing
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,
for Concrete Collar Details
S604-92 and S604-93
Refer to City Drawing
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
Hole
8" Dia
Std. Dwg. No. S604-9
Former City of Rochester
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
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CHKD. BY:
PROJ. MGR.:
123
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145,
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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)
SYNTHETIC MICRO-FIBER
CLASS D CONCRETE WITH
REINFORCEMENT (SEE NOTE 4)
SYNTHETIC MICRO-FIBER
CLASS D CONCRETE WITH
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
DO NOT OVERCUT CORNERS
SEALANT
NYSDOT 705-02 JOINT
DEPTH SEAL EDGES WITH
SAW CUT PAVEMENT FULL
DO NOT OVERCUT CORNERS
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.
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
ITEM S909.08
ITEM S909.08
ITEM S601.2806
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DRWN. BY:
CHKD. BY:
PROJ. MGR.:
123
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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
MONROE COUNTY PURE WATERS
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
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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.
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DATE:
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CLIE
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DRWN. BY:
CHKD. BY:
PROJ. MGR.:
123
NE
W
YO
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ATIO
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145,
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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
CORRUGATED POLYETHYLENE PIPE
6" HIGH DENSITY PERFORATED
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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VISIO
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of
SHEET NO.
DRAWING NO:
SCALE:
PROJECT NO.:
DATE:
DR
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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
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T
AV
EN
UE
DJK
CIT
Y
OF
RO
CH
ES
TE
R,
NE
W
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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
DJK
CT-3
30
NONE
CO
NS
TR
UC
TIO
N
TA
BL
ES - 3
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
ITEM S614.37 - TREE REMOVAL - 18" TO 23" DBH
ITEM S614.36 - TREE REMOVAL - 12" TO 17" DBH
ITEM S614.35 - TREE REMOVAL - 6" TO 11" 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 S903.0104 - 4" 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 S903.0106 - 6" RESILIENT SEAT GATE VALVE WITH VALVE BOX - VERTICAL TYPE
ITEM S903.0104 - 4" RESILIENT SEAT GATE VALVE WITH VALVE BOX - VERTICAL TYPE
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
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OF
RO
CH
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TE
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NE
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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.
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
MATCH EXISTING PAVEMENT
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
APPROXIMATE LOCATION
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.)
LIGHTPOLE FOUNDATION
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
MATCH EXISTING PAVEMENT
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.)
LIGHTPOLE FOUNDATION
NEW FIBERGLASS
ITEM S671.3201
SEE NOTES BELOW
STA. E 10+18
MATCH EXISTING PAVEMENT
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
MATCH EXISTING PAVEMENT
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
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
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
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
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
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-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°
ONE WAY EASTBOUND TRAFFIC FLOW
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
SIGN INSTALLATIONS WILL BE COMPLETED BY OTHERS.
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
PRIVATE SIGNS (3 EA.)
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
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.
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
ONE WAY EASTBOUND TRAFFIC FLOW
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
SIGN INSTALLATIONS WILL BE COMPLETED BY OTHERS.
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
PRIVATE SIGNS (2 EA.)
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
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