Transcript
C1
FOR MUNICIPAL APPROVAL ONLY-NOT INTENDED FOR CONSTRUCTION
SCHEDULE OF DRAWINGS
C1 EXISTING CONDITIONS PLAN
C2 DEMOLITION PLAN
C3 SITE PLAN
C4 UTILITIES PLAN
C5 DETAILS
C6 DETAILS
C7 DETAILS
C8 LANDSCAPE PLAN
C9 STORM WATER MANAGEMENT PLAN
C10 LIGHTING PLAN
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MH
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WV
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WV
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MH
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Y
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H
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D
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GV
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No.543 NORTH PEARL STREET TAX MAP No. 65.44-1-4 LANDS N/F OF COUNTY OF ALBANY L.3049 P.587
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No.35 WALTER STREET TAX MAP No. 65.44-1-2 LANDS N/F OF SACRED HEART CHURCH L.488 P.60
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No.29 WALTER STREET TAX MAP No. 65.44-1-3 LANDS N/F OF ALBANY HOUSING COALITION, INC. L.2815 P.725
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No.537 NORTH PEARL STREET TAX MAP No. 65.44-1-5 LANDS N/F OF BROWN, RENEE BROWN, CARLTON L.2980 P.684
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No.19 WALTER STREET TAX MAP No. 65.44-1-33 LANDS N/F OF KANEG, KRISTIN L.2993 P.163
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2 STORY BRICK & STUCCO BUILDING
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LAND AREA= 23,224 S.F. 0.53 ACRES
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ADJOINER'S BUILDING
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18" trd
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trd cluster
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12" trd
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12" trd
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14" trd
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8" twin trd
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12" trc
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6" trc
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8" trc
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4" trc
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12" twin trd
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NORTH PEARL STREET
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(60' PUBLIC R.O.W.)
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WALTER STREET
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(60' PUBLIC R.O.W.)
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metal fence
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steps
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gate
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steps
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steps
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overhang
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steps
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planter
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steps
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overhang
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gate
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gate
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gate
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gate
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shed
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window well x2
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gas meters X2
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elec. meters X2
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4" trd
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4" trd
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4" trd
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4" trd
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steps
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chain link fence
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4" trd
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D
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Y
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H
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iron fence
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chain link fence
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chain link fence
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chain link fence
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stockade fence
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gas meter
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elec. meter
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GT
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overhang
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FINISHED FLOOR ELEV.=49.76
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FINISHED FLOOR ELEV.=46.60
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FINISHED FLOOR ELEV.=46.72
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FINISHED FLOOR ELEV.=49.67
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concrete pad
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ICV
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ICV
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traffic pole
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stand pipe
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vent
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enc.0.1'
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NORTH SECOND STREET
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186.00'
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P.O.B.
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(99)
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(71)
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chain link fence
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ADJOINER'S BUILDING
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ADJOINER'S BUILDING
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ramp
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24" MH R=48.10 I=38.5
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I=37.95
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CB 12"VCP R=48.48 I=40.83
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CB 12"VCP R=48.6 I=46.6
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24" MH R=49.18 I=39.13
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MH R=43.61 I=34.91
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I=35.60
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CB 12"VCP R=40.08 I=35.33
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6" WATER MAIN
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CB R=48.73
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(no pipes visible)
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8" WATER MAIN
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12" V.O.P. SANITARY
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15" V.P. SANITARY
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12" T.P. STORM
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20" V.P. STORM
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12" V.C.P. SANITARY
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FILE:
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SCALE:
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BY:
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CHK:
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DATE:
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HERSHBERG
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REMARKS
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REVISIONS
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DATE
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DOCUMENT EXCEPT BY A
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LICENSED PROFESSIONAL
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SURVEYOR, IS ILLEGAL
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ENGINEER OR LAND
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ALTERATION OF THIS
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HERSHBERG
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Consulting Engineers
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and Land Surveyors
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18 Locust Street
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Albany, New York 12203
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&
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DEMOLITION PLAN PROPOSED APARTMENTS 543 NORTH PEARL STREET ALBANY, NY
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180267
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1"=20'
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AS
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DRH
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L
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E
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I
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N
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E
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B
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4
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4
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2
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2
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6
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A
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D
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E
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E
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X
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C
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R
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S
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L
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I
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O
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F
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E
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180267-1.DWG
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11/12/18
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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20
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20
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40
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20
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80
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10
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RIGHT OF WAY
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ACCESS AREA
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TRAFFIC FLOW
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No.
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R.O.W.
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NUMBER
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P.O.B.
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enc.
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S.F.
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R
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Ft.
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N/F
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Deg.
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M
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N
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S
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E
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elec.
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tel.
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MH
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x
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PAVEMENT
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ENCROACHMENT
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POINT OF BEGINNING
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FEET
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NOW OR FORMERLY
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SQUARE FEET
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MEASURED
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RECORD
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NORTH
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SOUTH
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EAST
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ELECTRIC
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TELEPHONE
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MONUMENT
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IRON ROD
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MANHOLE
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SIGN
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CATCHBASIN
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FENCE LINE
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GUARD RAIL
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OVERHEAD WIRE, UTILITY
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POLE & GUY WIRE
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CONCRETE
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DEGREE
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W
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WEST
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BOLLARD
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WV
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GV
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WATER VALVE
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GAS VALVE
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L.
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P.
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LIBER
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PAGE
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STREET LIGHT
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LEGEND
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HYDRANT
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D
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Y
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H
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LIGHT POLE
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HANDICAPPED PARKING SPACE
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O
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S
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W
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PARKING METER
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WATER SHUT OFF
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GAS TEST
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GT
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MAP NOT TO SCALE
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VICINITY MAP
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SITE
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N 1ST ST
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MOHAWK ST
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N 2ND ST
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N PEARL ST
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WALTER ST
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ERIE ST
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SOUTH ST
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CENTER ST
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MAIN ST
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NORTH ST
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BROADWAY
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CHAMPLAIN ST
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ERIE BLVD
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BRADY AVE
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90
C2
FOR MUNICIPAL APPROVAL ONLY-NOT INTENDED FOR CONSTRUCTION
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MH
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WV
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WV
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MH
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D
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Y
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H
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D
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Y
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H
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WV
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O
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S
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W
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No.543 NORTH PEARL STREET TAX MAP No. 65.44-1-4 LANDS N/F OF COUNTY OF ALBANY L.3049 P.587
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No.35 WALTER STREET TAX MAP No. 65.44-1-2 LANDS N/F OF SACRED HEART CHURCH L.488 P.60
AutoCAD SHX Text
No.29 WALTER STREET TAX MAP No. 65.44-1-3 LANDS N/F OF ALBANY HOUSING COALITION, INC. L.2815 P.725
AutoCAD SHX Text
No.537 NORTH PEARL STREET TAX MAP No. 65.44-1-5 LANDS N/F OF BROWN, RENEE BROWN, CARLTON L.2980 P.684
AutoCAD SHX Text
No.19 WALTER STREET TAX MAP No. 65.44-1-33 LANDS N/F OF KANEG, KRISTIN L.2993 P.163
AutoCAD SHX Text
2 STORY BRICK & STUCCO BUILDING
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LAND AREA= 23,224 S.F. 0.53 ACRES
AutoCAD SHX Text
ADJOINER'S BUILDING
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18" trd
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trd cluster
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12" trd
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12" trd
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14" trd
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8" twin trd
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12" trc
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6" trc
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8" trc
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4" trc
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12" twin trd
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NORTH PEARL STREET
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(60' PUBLIC R.O.W.)
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WALTER STREET
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(60' PUBLIC R.O.W.)
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metal fence
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steps
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gate
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steps
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steps
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overhang
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steps
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planter
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steps
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overhang
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gate
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gate
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gate
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gate
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shed
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window well x2
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gas meters X2
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elec. meters X2
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4" trd
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4" trd
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4" trd
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4" trd
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steps
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chain link fence
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4" trd
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iron fence
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chain link fence
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chain link fence
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chain link fence
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stockade fence
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gas meter
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elec. meter
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GT
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overhang
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FINISHED FLOOR ELEV.=49.76
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FINISHED FLOOR ELEV.=46.60
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FINISHED FLOOR ELEV.=46.72
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FINISHED FLOOR ELEV.=49.67
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concrete pad
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ICV
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ICV
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traffic pole
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stand pipe
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vent
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NORTH SECOND STREET
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186.00'
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(99)
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(71)
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chain link fence
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ADJOINER'S BUILDING
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ADJOINER'S BUILDING
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ramp
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24" MH R=48.10 I=38.5
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I=37.95
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CB 12"VCP R=48.48 I=40.83
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CB 12"VCP R=48.6 I=46.6
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24" MH R=49.18 I=39.13
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I=35.60
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CB 12"VCP R=40.08 I=35.33
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6" WATER MAIN
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CB R=48.73
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(no pipes visible)
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12" V.O.P. SANITARY
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15" V.P. SANITARY
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12" T.P. STORM
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20" V.P. STORM
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EXISTING PARKING TO REMAIN
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12" V.C.P. SANITARY
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EXISTING CHAIN LINK FENCE TO BE REMOVED.
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EXISTING CHAIN LINK FENCE TO BE REMOVED.
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EXISTING BUILDING AND FOUNDATIONS ARE TO BE REMOVED. ALL EXISTING PAVEMENTS IS TO BE REMOVED EXCEPT FOR THE EXISTING PARKING ON # 35 WATER STREET AND THE PORTION ON #543 NORTH PEARL STREET
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FILE:
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SCALE:
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BY:
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CHK:
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DATE:
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HERSHBERG
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REMARKS
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REVISIONS
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DATE
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DOCUMENT EXCEPT BY A
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LICENSED PROFESSIONAL
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SURVEYOR, IS ILLEGAL
AutoCAD SHX Text
ENGINEER OR LAND
AutoCAD SHX Text
ALTERATION OF THIS
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HERSHBERG
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Consulting Engineers
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and Land Surveyors
AutoCAD SHX Text
18 Locust Street
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Albany, New York 12203
AutoCAD SHX Text
&
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DEMOLITION PLAN PROPOSED APARTMENTS 543 NORTH PEARL STREET ALBANY, NY
AutoCAD SHX Text
180267
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1"=20'
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AS
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DRH
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L
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E
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I
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N
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G
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R
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E
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B
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H
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R.
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0
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4
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4
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2
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2
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6
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A
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D
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E
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E
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X
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C
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R
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S
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L
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I
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A
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K
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O
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E
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T
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S
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H
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S
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R
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E
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180267-1.DWG
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11/12/18
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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20
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20
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40
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20
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80
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10
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RIGHT OF WAY
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ACCESS AREA
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TRAFFIC FLOW
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No.
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R.O.W.
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NUMBER
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P.O.B.
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enc.
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S.F.
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R
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Ft.
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N/F
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Deg.
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M
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N
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S
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E
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elec.
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tel.
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MH
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x
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ENCROACHMENT
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POINT OF BEGINNING
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FEET
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NOW OR FORMERLY
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SQUARE FEET
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MEASURED
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RECORD
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NORTH
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SOUTH
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EAST
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ELECTRIC
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TELEPHONE
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MONUMENT
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IRON ROD
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MANHOLE
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SIGN
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CATCHBASIN
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FENCE LINE
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GUARD RAIL
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OVERHEAD WIRE, UTILITY
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POLE & GUY WIRE
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CONCRETE
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DEGREE
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W
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WEST
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BOLLARD
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WV
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GV
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WATER VALVE
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GAS VALVE
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L.
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P.
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LIBER
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PAGE
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STREET LIGHT
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LEGEND
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HYDRANT
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D
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Y
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H
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LIGHT POLE
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HANDICAPPED PARKING SPACE
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O
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S
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W
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PARKING METER
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WATER SHUT OFF
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GAS TEST
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GT
C3
FOR MUNICIPAL APPROVAL ONLY-NOT INTENDED FOR CONSTRUCTION
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WV
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D
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Y
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H
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GV
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WV
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WV
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O
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S
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W
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D
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No.29 WALTER STREET TAX MAP No. 65.44-1-3 LANDS N/F OF ALBANY HOUSING COALITION, INC. L.2815 P.725
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No.537 NORTH PEARL STREET TAX MAP No. 65.44-1-5 LANDS N/F OF BROWN, RENEE BROWN, CARLTON L.2980 P.684
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No.19 WALTER STREET TAX MAP No. 65.44-1-33 LANDS N/F OF KANEG, KRISTIN L.2993 P.163
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NORTH PEARL STREET
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WALTER STREET
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D
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Y
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H
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GT
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NORTH SECOND STREET
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186.00'
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(99)
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(71)
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PROPOSED THREE STORY BUILDING FF=49.50
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CONCRETE RETAINING WALL WITH RAILING 11/C6
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CONC. DRIVEWAY, 3/C5
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PLAYGROUND
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STAIRS, 1/C5
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5' WIDE SIDEWALK, 2/C5
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5' WIDE SIDEWALK, 2/C5
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DROP GRANITE CURB, 4/C5
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BACK PORCH
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FRONT PORCH
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FF=49.50
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REMOVE AND REPLACE EXISTING CHAIN LINK FENCE (5/C5)
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REMOVE AND REPLACE EXISTING CHAIN LINK FENCE (5/C5)
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CURB
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9 NEW PARKING SPACES
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DUMPSTER 1/C7
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NEW FENCE AND GATES, 2/C7
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GATE
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GATE
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NEW FENCE, 2/C7
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REMOVE AND RESTORE EXISTING SIDEWALK IN FULL PANELS, 2/C5
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FF=49.50
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FF=49.50
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FF=49.50
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FF=49.50
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NEW FENCE, 2/C7
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HERSHBERG
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REMARKS
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REVISIONS
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DATE
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DOCUMENT EXCEPT BY A
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LICENSED PROFESSIONAL
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SURVEYOR, IS ILLEGAL
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ENGINEER OR LAND
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ALTERATION OF THIS
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HERSHBERG
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Consulting Engineers
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and Land Surveyors
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18 Locust Street
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Albany, New York 12203
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&
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SITE PLAN PROPOSED APARTMENTS 543 NORTH PEARL STREET ALBANY, NY
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180267
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1"=20'
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AS
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180267-1.DWG
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11/12/18
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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20
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EXISTING WATER MAIN
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EXISTING SANITARY SEWER MAIN
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EXISTING CATCH BASIN
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EXISTING MANHOLE
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PROPOSED CONTOURS
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PROPOSED SERVICE
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PROPOSED SEWER MAIN
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PROPOSED CATCH BASIN
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w
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s
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ST
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S
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201
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OR
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EXISTING HYDRANT
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EXISTING LIGHT POLE
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EXISTING UTILITY POLE
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EXISTING WATER VALVE
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EXISTING POLE WITH LIGHT
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EXISTING SIGN
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200
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RETAINING WALL
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ADA RAMP
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DETECTABLE SURFACE
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EXISTING PAVEMENT
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X
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FENCE LINE
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O
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S
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W
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WATER SHUT OFF
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1/C5
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DETAIL/SHEET NUMBER
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WV
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D
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Y
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ST
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200
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199
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PROPOSED CURB
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PROPOSED SIDEWALK
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HANDICAPPED PARKING
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PROPOSED BUILDING
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PAVEMENT MARKINGS
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%
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EXISTING SITE COVERAGE STATISTICS
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PROPOSED SITE COVERAGE STATISTICS
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DESCRIPTION S.F. ACRES
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GROSS SITE AREA 23,224 0.53 100.00% 23,224 0.53 100.00% 0.53 100.00% 100.00% IMPERVIOUS AREA 15,626 0.36 67.2 15,626 0.36 67.2 0.36 67.2 67.2 BUILDING COVERAGE 11,404 0.26 49.1 11,404 0.26 49.1 0.26 49.1 49.1 PAVEMENT/SIDEWALK COVERAGE 4,222 0.10 18.1 4,222 0.10 18.1 0.10 18.1 18.1 PERVIOUS AREA 7,618 0.17 32.87,618 0.17 32.80.17 32.832.8
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%
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DESCRIPTION S.F. ACRES
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GROSS SITE AREA 23,224 0.53 100.00% 23,224 0.53 100.00% 0.53 100.00% 100.00% IMPERVIOUS AREA 13,822 0.32 59.5 13,822 0.32 59.5 0.32 59.5 59.5 BUILDING COVERAGE 7,309 0.17 31.4 7,309 0.17 31.4 0.17 31.4 31.4 PAVEMENT/SIDEWALK COVERAGE 6,513 0.15 28.1 6,513 0.15 28.1 0.15 28.1 28.1 PERVIOUS AREA 9,422 0.22 40.59,422 0.22 40.50.22 40.540.5
RD
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WP1-8
ST ST ST ST ST ST ST
C4
FOR MUNICIPAL APPROVAL ONLY-NOT INTENDED FOR CONSTRUCTION
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WV
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O
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S
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W
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WALTER STREET
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GT
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(71)
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PROPOSED THREE STORY BUILDING FF=49.50
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PLAYGROUND
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PROPOSED SANITARY SEWER LATERAL. 7/C5
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34 L.F. 18" HDPE @ 0.4%
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PROPOSED CB #2 T=41.8 I=35.78 6/C6 & 1/C9
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CB #1 T=41.80 I=35.63 6/C6 & 1/C9
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47 L.F. 48" PERFORATED HDPE PIPE @ 0.3% 1/C9 & 2/C9
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CB#4 5/C6 T=48.75 I=44.75
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NEW 6"x6"x6" CUT IN TEE AND 6" GATE VALVE
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"WYE" CONNECTION 8/C5
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BACK PORCH
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FRONT PORCH
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PROPOSED WATER SERVICE
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D.S.
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D.S.
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D.S.
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D.S.
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D.S.
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EXIST. CB R=40.08 I=35.33
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EXIST 12"VCP
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CORED IN FIELD CONNECTION (6/C5) I=35.5
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I=38.00
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57 L.F. 12" HDPE AT 5.26%
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I=44.75
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C.O.
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C.O.
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C.O.
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C.O.
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C.O.
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C.O.
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C.O.
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CB#3 6/C6 T=46.75 I=41.75(IN) I=39.75(OUT)
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48 L.F. 12" HDPE AT 3.65%
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C.O.
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C.O.
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C.O.
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DUMPSTER 1/C7
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NEW FENCE AND GATES, 2/C7
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GATE
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GATE
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NEW FENCE, 2/C7
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I=35.63 (2.4" ORIFICE)I=36.71 (4.7" ORIFICE)W/GAS HOOD 9/C6
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3" ORIFICE10/C6
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2" DIA. ORIFICE 10/C6
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2 L.F. 36" PERFORATED HDPE PIPE @ 0.3%
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2 L.F. 36" PERFORATED HDPE PIPE @ 0.3%
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DRY SWALE #4 ROOF DRAIN COLLECTOR. 8" CORRUGATED PERFORATED POLYETHYLENE PIPE WITH FILTER FABRIC ENVELOPE @.04%. 4/C6
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DRY SWALE #3 ROOF DRAIN COLLECTOR. 8" CORRUGATED PERFORATED POLYETHYLENE PIPE WITH FILTER FABRIC ENVELOPE @.04%. 4/C6
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DRY SWALE #3 ROOF DRAIN COLLECTOR. 8" CORRUGATED PERFORATED POLYETHYLENE PIPE WITH FILTER FABRIC ENVELOPE @.04%. 4/C6
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NEW FENCE, 2/C7
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DATE:
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HERSHBERG
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REMARKS
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REVISIONS
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DATE
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DOCUMENT EXCEPT BY A
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LICENSED PROFESSIONAL
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SURVEYOR, IS ILLEGAL
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ENGINEER OR LAND
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ALTERATION OF THIS
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HERSHBERG
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Consulting Engineers
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and Land Surveyors
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18 Locust Street
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Albany, New York 12203
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&
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UTILITY PLAN PROPOSED APARTMENTS 543 NORTH PEARL STREET ALBANY, NY
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180267
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1"=10'
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AS
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DRH
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L
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180267-1.DWG
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11/12/18
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EXISTING WATER MAIN
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EXISTING SANITARY SEWER MAIN
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EXISTING CATCH BASIN
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EXISTING MANHOLE
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PROPOSED CONTOURS
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PROPOSED WATER SERVICE
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PROPOSED SEWER MAIN
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PROPOSED CATCH BASIN
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w
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s
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PROPOSED STORM SEWER
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ST
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S
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W
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201
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CB
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MH
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OR
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OR
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EXISTING HYDRANT
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EXISTING LIGHT POLE
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EXISTING UTILITY POLE
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EXISTING WATER VALVE
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EXISTING POLE WITH LIGHT
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EXISTING SIGN
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200
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RETAINING WALL
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ADA RAMP
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WITH GUIDE RAIL OR FALL PREVENTION FENCE AS NOTED ON THE DRAWING
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DETECTABLE SURFACE
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EXISTING PAVEMENT
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X
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FENCE LINE
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O
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S
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W
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WATER SHUT OFF
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1/C5
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DETAIL/SHEET NUMBER
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WV
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D
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Y
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H
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EXISTING STORM SEWER MAIN
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ST
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200
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199
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PROPOSED CURB
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PROPOSED SIDEWALK
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HANDICAPPED PARKING
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PROPOSED BUILDING
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PROPOSED LIGHT POLE
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PAVEMENT MARKINGS
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1 inch = ft.
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( IN FEET )
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5
C5
FOR MUNICIPAL APPROVAL ONLY-NOT INTENDED FOR CONSTRUCTION
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CHK:
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DATE:
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HERSHBERG
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REMARKS
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REVISIONS
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DATE
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DOCUMENT EXCEPT BY A
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LICENSED PROFESSIONAL
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SURVEYOR, IS ILLEGAL
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ENGINEER OR LAND
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ALTERATION OF THIS
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HERSHBERG
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Consulting Engineers
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and Land Surveyors
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18 Locust Street
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Albany, New York 12203
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&
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DETAILS PROPOSED APARTMENTS 543 NORTH PEARL STREET ALBANY, NY
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180267
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1"=10'
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AS
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DRH
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L
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180267-1.DWG
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11/12/18
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NOT TO SCALE
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CONCRETE DRIVEWAY DETAIL
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2"
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6"
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4.0'
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NOTE: MAXIMUM SLOPE 1/4" PER 1'
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6" 4,000 P.S.I. CONCRETE WITH TWO LAYERS /6"X6" 4/4 W.W.M.
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GRANITE CURB
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SEE PAVEMENT DETAIL
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1/2" MAX.
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3500 P.S.I. CONC.
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DRY MIXED CONC.
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LIMIT OF EXCAVATION
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6" MIN. COMPACTED GRAVEL N.Y.S.D.O.T. TYPE 2 SEC.304.02
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PREMOULDED BITUMINOUS EXPANSION JOINT FILLER W/ SEALANT
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PREMOULDED BITUMINOUS EXPANSION JOINT FILLER W/ SEALANT
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CROSS SECTION
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LONGITUDINAL SECTION
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5'-0"
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6" MIN. COMPACTED GRAVEL
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2"
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4"
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4,000 P.S.I. CONCRETE
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W/6"X6" 4/4 W.W.M.
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LIMIT OF EXCAVATION
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1/2" PREFORMED EXPANS. JT.
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FILLER & 1" DEEP MIN.
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CAULKING @ 20' O.C.
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4' O.C. MIN.
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SCORED JOINT @
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CONCRETE WALK DETAIL
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LIMIT OF EXCAVATION
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W/6"X6" 4/4 W.W.M.
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4,000 P.S.I. CONCRETE
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4"
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2"
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6" MIN. COMPACTED GRAVEL
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6" TOP SOIL & SEED
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NYS DOT SPEC 304.02
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NYS DOT SPEC 304.02
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STAIR DETAILS
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NOT TO SCALE
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1'-0"
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4" CONCRETE LANDING
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EPOXY FILLED SLEEVE
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1/2" PREFORMED EXPANSION JOINT AND FILLER
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4" CONCRETE LANDING
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STEP NOTES: 1. SEE PLAN FOR THE NUMBER OF SEE PLAN FOR THE NUMBER OF TREADS AND RISERS REQUIRED 2. ALL CONCRETE SHALL BE 4,000 P.S.I. ALL CONCRETE SHALL BE 4,000 P.S.I. WITH 2" MINIMUM COVER FOR REINFORCEMENT. 3. NON-SLIP STAIR NOSING STYLE AX NON-SLIP STAIR NOSING STYLE AX 3" WIDE, NICKEL BRONZE, AS MANUFACTURED BY SAFE T METAL COMPANY, INC. 4. RAIL TO BE SET IN A GALVANIZED RAIL TO BE SET IN A GALVANIZED STEEL SLEEVE WITH EPOXY FILLER 5. PROVIDE A 3/4" CHAMFER AT ALL PROVIDE A 3/4" CHAMFER AT ALL EXPOSED CORNERS 6. TREADS TO RECEIVE A LIGHT BROOM TREADS TO RECEIVE A LIGHT BROOM FINISH. ALL OTHER EXPOSED SURFACES SHALL RECEIVE A HAND RUB FINISH 7. SUBMIT SHOP DRAWINGS FOR ALL SUBMIT SHOP DRAWINGS FOR ALL MATERIALS TO BE USED AT STEPS FOR APPROVAL 8. ALL HANDRAILS SHALL BE FINISHED ALL HANDRAILS SHALL BE FINISHED WITH 1 COAT RUSTPROOF & 2 COATS OF EXTERIOR BASE ENAMEL, COMPATIBLE WITH GALVANIZED COATING. COLOR TO BE SELECTED BY THE ARCHITECT. 9. GRAVEL - 6", NYSDOT STANDARD GRAVEL - 6", NYSDOT STANDARD SPECIFICATIONS 304-2.02A, TYPE 4, ITEM NO. 304.05
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4000 P.S.I. CONC
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1 1/2" GALV. STEEL PIPE RAIL
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1/2" PREFORMED EXPANSION JOINT AND FILLER
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#3 REBAR 6" O.C. EACH WAY
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#3 REBARS
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CHEEK WALL BEYOND
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CHEEK WALL REINFORCEMENT #4 REBAR 8" O.C. EACH WAY
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LANDING
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18"
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6" MIN. COMPACTED CRUSHED STONE NYS DOT SPEC 304.02 TYPE 2
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CHEEK WALL BEYOND
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CHEEK WALL
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UP
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CHEEK WALL ABUTTING RETAINING WALL
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CHEEK WALL
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HAND RAIL
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CHEEK WALL
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HAND RAIL
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RETAINING WALL
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RETAINING WALL
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6" MIN. COMPACTED CRUSHED STONE NYS DOT SPEC 304.02 TYPE 2
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6" MIN. COMPACTED CRUSHED STONE NYS DOT SPEC 304.02 TYPE 2
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#4 REBAR 8" O.C. EACH WAY
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COMPACTED R.O.B. GRAVEL IN 12" LIFTS MAX.
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COMPACTED R.O.B. GRAVEL IN 12" LIFTS MAX.
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#3 REBAR 6" O.C. EACH WAY
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#3 REBARS
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CROSS SECTION
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NOT TO SCALE
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4/C5
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1/C5
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3/C5
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2/C5
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GRANITE DROP CURB DETAIL
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NOT TO SCALE
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12"
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SEE DRIVEWAY DETAIL
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SEE PAVEMENT DETAIL
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CURB BEYOND
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DRIVEWAY
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STREET
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STAIR - PLAN
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NOT TO SCALE
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7/C5
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6" MIN.
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O.D.+ 2'-0"
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PIPE
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SELECT TRENCH BACKFILL ITEM 2530-3 OR 2530-ALT. 3 COMPACTED IN 6" LAYERS (MAXIMUM)
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MIXTURE OF #1 AND #2 CRUSHER RUN
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6" MIN.
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FINISH GRADE (RESTORE TO MATCH ADJACENT GRADE)
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SAW-CUT ALL EXISTING PAVED AREAS AS REQUIRED
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PROVIDE SHEETING OR TRENCH B0X WALLS AS REQUIRED BY STATE OR FEDERAL CODES
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NOT TO SCALE
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TRENCH DETAIL
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TYPICAL SANITARY SEWER
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RESTORE PAVEMENT AS REQUIRED WHERE APPLICABLE
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SANITARY SEWER CUT IN WYE DETAIL
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NOT TO SCALE
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6" SDR 26/35 SEWER LATERAL AT 2.0% MINIMUM GRADE
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NEW 6" 26/35 PVC BEND AS REQUIRED
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NEW 12" X 6" X 12" 26/35 PVC 'WYE' CONNECTION
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PVC RUBBER GASKETED COUPLING WITHOUT CENTER STOP
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PVC RUBBER GASKETED COUPLING WITHOUT CENTER STOP AS APPROVED BY THE
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NEW 12" 26/35 P.V.C. SANITARY SEWER
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FLOW
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24" MINIMUM
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24" MINIMUM
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EXISTING SEWER PIPE
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EXISTING SEWER PIPE
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8/C5
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6"
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42"
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NOT TO SCALE
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2 3/8" O.D. GALVANIZED STEEL, SCH. 40 TERMINAL AND GATE POSTS. 1 7/8" O.D. STEEL, SCH. 40 LINE POSTS. (NOT TO EXCEED 10' SPACING)
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2" MESH VINYL COATED STEEL CHAIN LINK FENCE FABRIC (9 GAUGE) TOP & BOTTOM SELVAGE KNUCKLED, COORDINATE COLOR WITH OWNER
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INSTALL FABRIC ON OUTSIDE (NON-SECURE SIDE)
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MOUND FOR DRAINAGE
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EXIST. GROUND OR FINISHED GRADE
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12" 3000 P.S.I. CONCRETE FOOTING FORLINE POSTS. 18" 3000 P.S.I. CONCRETEFOOTING FOR TERMINAL AND GATE POSTS.
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36" MIN. DEPTH
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1 5/8" O.D. GALVANIZED STEEL, SCH. 40 TOP BRACE RAIL
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3/8" TRUSS ROD & TIGHTNER
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1 5/8" O.D. GALVANIZED STEEL, SCH. 40 BOTTOM BRACE RAIL
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TYPICAL FENCE POST DETAIL
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5/C5
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SEWER PIPE
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CORED IN FIELD CONNECTION
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MORTAR PIPE IN PLACE
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NOT TO SCALE
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CORED HOLE
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EXISTING STRUCTURE
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FLOW
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6/C5
C6
FOR MUNICIPAL APPROVAL ONLY-NOT INTENDED FOR CONSTRUCTION
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FILE:
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SCALE:
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BY:
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CHK:
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DATE:
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HERSHBERG
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REMARKS
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REVISIONS
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DATE
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DOCUMENT EXCEPT BY A
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LICENSED PROFESSIONAL
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SURVEYOR, IS ILLEGAL
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ENGINEER OR LAND
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ALTERATION OF THIS
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HERSHBERG
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Consulting Engineers
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and Land Surveyors
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18 Locust Street
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Albany, New York 12203
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&
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DETAILS PROPOSED APARTMENTS 543 NORTH PEARL STREET ALBANY, NY
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180267
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1"=10'
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AS
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DRH
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L
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E
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I
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N
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G
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R
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E
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B
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H
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R.
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0
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4
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4
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2
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2
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6
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A
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D
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E
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E
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X
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C
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R
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S
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L
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I
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O
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F
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O
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E
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T
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A
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K
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R
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O
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Y
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W
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E
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N
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T
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S
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H
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S
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R
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E
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180267-1.DWG
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11/12/18
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WOOD POSTS
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GEOTEXTILE
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1'-8 (MIN)
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1'-4 (MIN)
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4" (MIN)
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6" MIN. EMBED
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COMPACTED SOIL
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GEOTEXTILE BURIED IN PLACE
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DIRECTION OF FLOW
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TOP OF FILTER CLOTH 16" FROM GRADE (MINIMUM)
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WOVEN WIRE REINFORCEMENT MESH INSTALLED TO FULL HEIGHT OF STAKES
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POSTS SPACED AT 10'-0 (MAX) -- SOME AREAS MAY REQUIRE CLOSER SPACING FOR PROPER STABILITY
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(MAX SLOPE LENGTH SHOWN BELOW)
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SILT FENCE INSTALLATION DETAIL
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SILT FENCE JOINT DETAIL
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WRAP ENDS OF SILT FENCE SECTIONS TOGETHER TO PREVENT FLOW OF SEDIMENT BETWEEN SECTIONS
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CONSTRUCTION SPECIFICATIONS FOR FABRICATED SILT FENCE
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NO TRESPASSING SIGN WHERE ADJACENT TO FEDERAL WETLANDS
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DESIGN CRITERIA: 1. DESIGN COMPUTATIONS ARE NOT REQUIRED FOR INSTALLATIONS OF 1 MONTH OR LESS. LONGER INSTALLATION PERIODS SHOULD BE DESIGNED FOR EXPECTED RUNOFF. 2. ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE AREA AS POSSIBLE, BUT AT LEAST 10 FEET FROM THE TOE OF A SLOPE STEEPER THAN 3H:1V, TO ALLOW FOR MAINTENANCE AND ROLL DOWN. THE AREA BEYOND THE FENCE MUST BE UNDISTURBED OR STABILIZED. 3. THE TYPE OF SILT FENCE SPECIFIED FOR EACH LOCATION ON THE PLAN SHALL NOT EXCEED THE MAXIMUM SLOPE LENGTH AND MAXIMUM FENCE LENGTH REQUIREMENTS SHOWN IN THE FOLLOWING TABLE: Slope Length/Fence Length (ft.) Slope Steepness Standard (SF) Reinforced (RSF) Super (SSF) Steepness Standard (SF) Reinforced (RSF) Super (SSF) Standard (SF) Reinforced (RSF) Super (SSF) Super (SSF) <2% <50:1 300/1500 N/A N/A <50:1 300/1500 N/A N/A 300/1500 N/A N/A N/A N/A N/A N/A 2-10% 50:1 to 10:1 125/1000 250/2000 300/2500 125/1000 250/2000 300/2500 250/2000 300/2500 250/2000 300/2500 10-20% 10:0 to 5:1 100/750 150/1000 200/1000 150/1000 200/1000 20-33% 5:1 to 3:1 60/500 80/750 100/1000 80/750 100/1000 33-50% 3:1 to 2:1 40/250 70/350 100/500 70/350 100/500 >50% >2:1 20/125 30/175 50/250 30/175 50/250 STANDARD SILT FENCE (SF) IS FABRIC ROLLS STAPLED TO WOODEN STAKES DRIVEN 16 INCHES IN THE GROUND. IS FABRIC ROLLS STAPLED TO WOODEN STAKES DRIVEN 16 INCHES IN THE GROUND. REINFORCED SILT FENCE (RSF) IS FABRIC PLACED AGAINST WELDED WIRE FABRIC WITH ANCHORED STEEL POSTS DRIVEN 16 INCHES IN IS FABRIC PLACED AGAINST WELDED WIRE FABRIC WITH ANCHORED STEEL POSTS DRIVEN 16 INCHES IN THE GROUND. SUPER SILT FENCE (SSF) IS FABRIC PLACED AGAINST CHAIN LINK FENCE AS SUPPORT BACKING WITH POSTS DRIVEN 3 FEET IN THE IS FABRIC PLACED AGAINST CHAIN LINK FENCE AS SUPPORT BACKING WITH POSTS DRIVEN 3 FEET IN THE GROUND. 4. SILT FENCE SHALL BE REMOVED AS SOON AS THE DISTURBED AREA HAS ACHIEVED FINAL STABILIZATION. THE SILT FENCE SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROPRIATE DETAILS. WHERE ENDS OF FILTER CLOTH COME TOGETHER, THEY SHALL BE OVERLAPPED, FOLDED AND STAPLED TO PREVENT SEDIMENT BYPASS. BUTT JOINTS ARE NOT ACCEPTABLE.
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1. INSTALL SILT FENCE IN ACCORDANCE WITH THE JULY 2016 "THE NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL". 2. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OF "U" TYPE OR HARDWOOD. 3. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX. MESH OPENING. 4. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X. MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 5. PREFABRICATED UNITS SHALL MEET THE MINIMUM REQUIREMENTS SHOWN. 6. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.
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POSTS: STEEL EITHER "T" OR "U" TYPE OR 2" HARDWOOD FENCE: WOVEN WIRE, 12 1/2 GA. 6" MAX. MESH OPENING FILTER CLOTH: FILTER X, STABILINKA T140N OR APPROVED EQUAL. PREFABRICATED UNIT: GEOFAB, ENVIROFENCE, OR APPROVED EQUAL.
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FLOW
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FLOW
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IMPERMEABLE SHEETING
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B
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B
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%%uPLAN%%u
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%%uSECTION B-B%%u
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STAKE (TYP.)
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WOOD FRAME SECURELY FASTENED AROUND ENTIRE PERIMETER WITH TWO STAKES
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IMPERMEABLE SHEETING
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10 FT TYP.
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%%UWASHOUT STRUCTURE WITH WOOD PLANKS
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3 FT TYP.
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10 FT TYP.
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WOOD FRAME
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10 FT TYP.
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NOT TO SCALE
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ONSITE CONCRETE TRUCK WASHOUT STRUCTURE DETAIL
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%%UCONCRETE WASHOUT SIGN DETAIL
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(OR EQUIVALENT)
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6" MIN.
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50' MIN.
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50' MIN.
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12' MIN. (SEE NOTE 5)
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%%UPLAN VIEW
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%%UPROFILE
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FILTER CLOTH
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EXISTING
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GROUND
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(OPTIONAL)
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EXISTING
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PAVEMENT
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10' MIN.
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MOUNTABLE BERM
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PAVEMENT
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EXISTING
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10' MIN.
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CONSTRUCTION SPECIFICATIONS: 1. INSTALL STABILIZED CONSTRUCTION ACCESS IN ACCORDANCE WITH THE JULY 2016 "NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL". 2. STONE SIZE - USE 1"-4" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 3. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 4. THICKNESS- NOT LESS THAN (6) INCHES. 5. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ACCESS TO SITE. 6. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 7. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 8. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED. WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. 9. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS ONTO AN APPROVED SEDIMENT TRAPPING DEVICE. 10. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
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10' MIN.
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CONSTRUCTION ENTRANCE DETAIL
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NOT TO SCALE
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5/C6
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TRAFFIC DUTY TOP
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C.L. GRATE
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12" MIN.
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2'-6" SQUARE
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24" MIN. SUMP
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NOT TO SCALE
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CATCH BASIN #4 DETAIL
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UNDISTURBED EARTH OR ROCK
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4' %%C UNIT FOR GREATER DEPTHS
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FRAME (1322Z1) AND GRATE (1322M)-ROUND OR FRAME AND GRATE ASSEMBLY (V5630)-SQUARE, AS MANUFACTURED BY EJ GROUP, INC OR APPROVED EQUAL
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ADJUST TO GRADE WITH PRECAST CONCRETE GRADE RINGS (4" MIN. TO 12" MAX) COAT WITH MORTAR INSIDE & OUT
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CEMENT FILLET AROUND PERIMETER OF FRAME
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PAVE AS SHOWN ON PLAN PROVIDE POSITIVE DRAINAGE TO GRATE
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SMALLER
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I.D. 18"%%C &
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NOTES: 1. THE UPPERMOST STEP SHALL BE 4" TO 10" BELOW THE LOWERMOST GRADE RING AND NO DEEPER THAN 24" BELOW THE RIM OF THE STRUCTURE 2. THIS STRUCTURE IS TO BE USED ONLY IF IT CAN ACCOMMODATE PIPE AND FRAME AND GRATE SIZE
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STEPS IN CATCH BASIN BOXES IN EXCESS OF 48" DEEP
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COMPACTED PEASTONE, NYSDOT SPEC.703.0201, SIZE 1a, 6" ON ROCK 12" ON EARTH
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COMPACTED BACKFILL (TYP.) R.O.B. GRAVEL SUBCOURSE TYPE 1, NYS DOT SPEC 304.2.02
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PRECAST CONCRETE CATCH BASIN (4,000 PSI) AS MANUFACTURED BY MANUFACTURED BY FORT MILLER, OR APPROVED EQUAL
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REINFORCING STEEL (MIN. AREA PER L.F. O.12 SQ. IN.)
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KNOCKOUT PANELS ON ALL 4 SIDES (MORTAR PIPE IN PLACE)
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MORTAR
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BACKFILL
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(TYPICAL)
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COMPACTED
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AS REQUIRED
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MIN.
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1'-0"
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PRECAST HOLE (TYP)
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STORM SEWER FLOW
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2'-0"
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NOT TO SCALE
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MORTAR
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PIPE IN PLACE
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CATCH BASIN DETAIL
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R.O.B. GRAVEL SUBCOURSE TYPE 1, NYS DOT SPEC 304.2.02
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FINISH SURFACE AS SHOWN ON PLAN
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STEEL REINFORCED (GRADE 60) COPOLYMER POLYPROPYLENE MANHOLE STEPS; M.A. INDUSTRIES OR APPROVED EQUAL
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12"
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PRECAST CONCRETE UNIT (4,000 P.S.I. CONCRETE)
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REINFORCING STEEL (MIN. AREA PER L.F. O.12 SQ. IN.)
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30" MIN.
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PRECAST CONCRETE CATCH BASIN AS MANUFACTURED BY FORT MILLER, OR APPROVED EQUAL. CONCRETE: 4000 PSI REINFORCEMENT:ASTM C478-85A ENTRAINED AIR: 5.5% - 9.5%
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FRAME (1322Z1) AND GRATE (1322M)-ROUND AS MANUFACTURED BY EJ GROUP, INC OR APPROVED EQUAL
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COMPACTED PEASTONE, NYSDOT SPEC.703.0201, SIZE 1a, 6" ON ROCK 12" ON EARTH
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NOTE: SOME STRUCTURES MUST BE SIZED TO ACCOMMODATE LARGE DIAMETER PIPE
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NOTE: KNOCK STRUCTURES MAY BE USED IF CONDITIONS PERMIT, SUBMIT SHOP DRAWINGS FOR APPROVAL.
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TRAFFIC DUTY TOP FOR PAVED AREAS DESIGN CASE 1B(TRAFFIC)
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BUTYL ROPE TYP.
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ADJUST TO GRADE WITH PRECAST CONCRETE GRADE RINGS (4" MIN. TO 12" MAX) COAT WITH MORTAR INSIDE & OUT
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CB1 & CB2-4'x12' SQ. CB3-4' DIA.
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CB1 & CB2 SEE DETAIL 1/C9
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6/C6
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NOT TO SCALE
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PROPOSED STRUCTURE
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SEE DETAIL
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SEWER PIPE
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OF STRUCTURE
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INTERIOR FACE
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MAINTAIN PIPE INVERT
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END CAP
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FLOW
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ORIFICE CONTROL DETAIL
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BORE ORIFICE IN FACE OF PLUG (SEE PLAN FOR SIZE OF INVERT)
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12" HDPE PIPE-SMOOTH INTERIOR
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10/C6
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2/C6
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8/C6
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1/C6
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NOT TO SCALE
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PROPOSED STRUCTURE
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SEE DETAIL
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GAS HOOD #2562
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SYRACUSE CASTING
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SEWER PIPE
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OF STRUCTURE
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INTERIOR FACE
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MAINTAIN PIPE INVERT
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END CAP
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FLOW
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ORIFICE CONTROL DETAIL
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BORE ORIFICE IN FACE OF PLUG (2.4" , I=35.63)
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18" HDPE PIPE-SMOOTH INTERIOR
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9/C6
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ATTACH END CAP WITH BAND CLAMP
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BORE ORIFICE IN FACE OF PLUG (4.7" , I=36.71)
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7/C6
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1/2 O.D.
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6" MIN.
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O.D.+ 2'-0"
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PIPE
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SELECT TRENCH BACKFILL ITEM 2530-3 OR 2530-ALT. 3 COMPACTED IN 6" LAYERS (MAXIMUM)
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BEDDING MATERIAL, PEA STONE.
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NOT TO SCALE
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TRENCH DETAIL
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TYPICAL STORM SEWER
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SAW-CUT ALL EXISTING PAVED AREAS AS REQUIRED
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PROVIDE SHEETING OR TRENCH B0X WALLS AS REQUIRED BY STATE OR FEDERAL CODES
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FINISH GRADE (RESTORE TO MATCH ADJACENT GRADE)
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RESTORE PAVEMENT AS REQUIRED WHERE APPLICABLE
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3.0'
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GEOTEXTILE FILTER FABRIC (MIRAFI 140N OR EQUAL)
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NOT TO SCALE
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DRY SWALE/UNDERDRAIN DETAIL
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4.0'
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3/C6
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NOT TO SCALE
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4/C6
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11/C6
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1.0'
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1.0'
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3"
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DRY SWALE/ROOF DRAIN COLLECTOR DETAIL
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2.0'
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GEOTEXTILE FILTER FABRIC (MIRAFI 140N OR EQUAL)
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4.0'
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1.0'
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1.0'
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3"
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BUILDING WALL
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3.0'
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GEOTEXTILE FILTER FABRIC (MIRAFI 140N OR EQUAL)
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4.0'
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1.0'
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3"
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4,000 P.S.I. CONCRETE WALK W/6"X6" 4/4 W.W.M.
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1/2" PREFORMED EXPANS. JT. FILLER & 1" DEEP MIN. CAULKING @ 20' O.C.
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3.0'
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2" GALV. STEEL PIPE RAIL
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STEP NOTES: 1. ALL CONCRETE SHALL BE 4,000 P.S.I. WITH ALL CONCRETE SHALL BE 4,000 P.S.I. WITH 2" MINIMUM COVER FOR REINFORCEMENT. 2. RAIL TO BE SET IN A GALVANIZED STEEL RAIL TO BE SET IN A GALVANIZED STEEL SLEEVE WITH EPOXY FILLER 3. PROVIDE A 3/4" CHAMFER AT ALL EXPOSED PROVIDE A 3/4" CHAMFER AT ALL EXPOSED CORNERS. 4. SUBMIT SHOP DRAWINGS FOR HANDRAIL FOR SUBMIT SHOP DRAWINGS FOR HANDRAIL FOR APPROVAL. 5. ALL HANDRAILS SHALL BE FINISHED WITH 1 ALL HANDRAILS SHALL BE FINISHED WITH 1 COAT RUSTPROOF & 2 COATS OF EXTERIOR BASE ENAMEL, COMPATIBLE WITH GALVANIZED COATING. COLOR TO BE SELECTED BY THE ARCHITECT.
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4" MAX.
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VARIES
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EPOXY FILLED SLEEVE
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FINISH GRADE TO MATCH EXISTING
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LIMIT OF EXCAVATION
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4000 PSI CONCRETE WALL
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#5 REBAR @ 12" EACH WAY
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2-#5 REBAR
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#5 REBAR @ 12" O.C.
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12"
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8"
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NOT TO SCALE
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DRY SWALE/UNDERDRAIN AND WALL DETAIL
C7
FOR MUNICIPAL APPROVAL ONLY-NOT INTENDED FOR CONSTRUCTION
C
B
A
B
A
C
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CHK:
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DATE:
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HERSHBERG
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REMARKS
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REVISIONS
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DATE
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DOCUMENT EXCEPT BY A
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LICENSED PROFESSIONAL
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SURVEYOR, IS ILLEGAL
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ENGINEER OR LAND
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ALTERATION OF THIS
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HERSHBERG
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Consulting Engineers
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and Land Surveyors
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18 Locust Street
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Albany, New York 12203
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&
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DETAILS PROPOSED APARTMENTS 543 NORTH PEARL STREET ALBANY, NY
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180267
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1"=10'
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AS
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DRH
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180267-1.DWG
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11/12/18
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NOT TO SCALE
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DECORATIVE METAL FENCE DETAIL
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3"X3" POST 0.125" WALL
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1"x1" ALUMINUM
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CONC. FOUNDATION
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3"x3" GATE POST 0.125"
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HINGE
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WELD TYPICAL
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WALL THICKNESS
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THICKNESS
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10' MAX.
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3'-0" GATE
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WITH POST CAP
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WITH POST CAP
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4'-0"
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4"
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4' MIN.
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6"
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12" TYP.
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4"
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6"
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NOTE: 1. FENCE TO BE STYLE EFF-20 WITH CIRCLE PATTERN, COLOR: BLACK, INDUSTRIAL GRADE AS MANUFACTURED BY ELITE FENCE PRODUCTS, INC. OR APPROVED EQUAL. 2. PROVIDE LOCKING HASP, SUBMIT SHOP DRAWINGS FOR FENCE & GATE FOR APPROVAL. 3. EXACT DIMENSIONS SHALL BE COORDINATED WITH FENCE MANUFACTURER.
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2/C7
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SIDE ELEVATION
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POST
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POST
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BOARDS W/1/2" SPACES.
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4 x 4 TREATED POST
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1 x 6 TREATED WOOD
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2 x 4 TREATED RAIL
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2 x 4 TREATED RAIL
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SECTION @ FENCE POST
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SECTION @ GATE HINGE
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4
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4
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4
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2
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STL. CABLE W/EYE BOLT
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1 x 6
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2 x 4
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HINGE
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TRASH ENCLOSURE
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N.T.S.
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2 x 4 TREATED WOOD
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BOTTOM RAIL
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1 x 6 TREATED WOOD
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PRE-FAB PICKET
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CONCRETE POST FOOTING
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1'-0" SQUARE OR ROUND
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6" POROUS FILL
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4 x 4 TREATED WOOD
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POST BEYOND
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TOP RAIL
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2 x 4 TREATED WOOD
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SECTION
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TRASH ENCLOSURE DETAILS
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FENCING TYP.
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8'-6" CONC. PAD
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7'-6" (4x4 POSTS)
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13'-0" CONC. PAD
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12'-0" (4x4 POSTS)
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1'-0"
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8'-6"
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1'-0"
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1'-6"
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6"
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6'-0"
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7'-6"
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4"
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1'-6"
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1'-0"
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3"
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N.T.S.
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N.T.S.
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N.T.S.
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N.T.S.
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FRONT ELEVATION
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POST
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LATCH
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N.T.S.
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2x4 RAILS TOP AND BOTTOM
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1x6 P.T. WOOD BOARDS W/ 1/2" SPACES
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13'-0" CONC. PAD
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12'-0" (4x4 POSTS)
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POST
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1x6 P.T. WOOD BOARDS W/ 1/2" SPACES
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CANE BOLTS SET INTO PIPE SLEEVES IVES #453, 24" LONG
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STEEL CABLE W/TURNBUCKLE.
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2x4 RAILS TOP AND BOTTOM
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1'-6"
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6"
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6'-0"
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5'-6"
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6" 4,000 P.S.I. CONCRETE SLAB W/6"X6" 4/4 W.W.M.
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JOINT (TYP.)
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1/C7
WP1-8
C8
FOR MUNICIPAL APPROVAL ONLY-NOT INTENDED FOR CONSTRUCTION
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No.29 WALTER STREET TAX MAP No. 65.44-1-3 LANDS N/F OF ALBANY HOUSING COALITION, INC. L.2815 P.725
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GT
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(71)
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PROPOSED THREE STORY BUILDING FF=49.50
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PLAYGROUND
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BACK PORCH
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FRONT PORCH
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CORED IN FIELD CONNECTION (6/C5) I=35.5
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DUMPSTER 1/C7
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NEW FENCE AND GATES, 2/C7
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GATE
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GATE
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NEW FENCE, 2/C7
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3/TS
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3/SS
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3/AVW
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3/AVW
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3/SS
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3/TS
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5/TD
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5/TD
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NEW FENCE, 2/C7
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FILE:
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SCALE:
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BY:
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CHK:
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DATE:
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HERSHBERG
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REMARKS
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REVISIONS
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DATE
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DOCUMENT EXCEPT BY A
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LICENSED PROFESSIONAL
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SURVEYOR, IS ILLEGAL
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ENGINEER OR LAND
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ALTERATION OF THIS
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HERSHBERG
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Consulting Engineers
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and Land Surveyors
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18 Locust Street
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Albany, New York 12203
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&
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LANDSCAPE PLAN PROPOSED APARTMENTS 543 NORTH PEARL STREET ALBANY, NY
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180267
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1"=10'
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AS
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DRH
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L
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180267-1.DWG
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11/12/18
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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10
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10
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20
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10
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40
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5
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MAGNETIC
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EXISTING WATER MAIN
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EXISTING SANITARY SEWER MAIN
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EXISTING CATCH BASIN
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EXISTING MANHOLE
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PROPOSED CONTOURS
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PROPOSED WATER SERVICE
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PROPOSED SEWER MAIN
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PROPOSED CATCH BASIN
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w
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s
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PROPOSED STORM SEWER
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ST
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S
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W
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201
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CB
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MH
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OR
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CB
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OR
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EXISTING HYDRANT
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EXISTING LIGHT POLE
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EXISTING UTILITY POLE
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EXISTING WATER VALVE
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EXISTING POLE WITH LIGHT
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EXISTING SIGN
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200
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PROPOSED
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RETAINING WALL
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WITH GUIDE RAIL OR FALL PREVENTION FENCE AS NOTED ON THE DRAWING
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EXISTING PAVEMENT
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X
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FENCE LINE
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O
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S
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W
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WATER SHUT OFF
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1/C5
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DETAIL/SHEET NUMBER
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WV
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D
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Y
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H
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EXISTING STORM SEWER MAIN
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ST
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PROPOSED PAVEMENT
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EXISTING CONTOURS
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200
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199
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PROPOSED CURB
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PROPOSED SIDEWALK
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HANDICAPPED PARKING
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PROPOSED BUILDING
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PROPOSED LIGHT POLE
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PAVEMENT MARKINGS
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NEW SHRUB
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TREE PLANTING DETAIL
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NOT TO SCALE
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trees over 8' Ht.
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GUYING
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over 3" Cal. and evergreen
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Guy deciduous trees
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at angle and draw vertical
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3 stakes per tree - drive
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2"x2"x8'-0" Pointed Cedar Stakes:
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Planting mix
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perimeter of pit
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Compact planting mix
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below ball. Pitch to
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shredded bark mulch
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(Sample to be approved)
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Finished grade
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3" Soil saucer typ.
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Topsoil
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Subsoil
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4" Mulch - finely
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Cut burlap from
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top 1/3 of root ball
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30" Min.
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under 3" Cal. and evergreen
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Stake deciduous trees
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trees under 8' Ht.
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STAKING
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Ball diameter
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Equals twice
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Min.
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12"
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auguring device
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if pits are dug with
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or hardened surface
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Scarify glazed sides
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6" Min.
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3" below
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2"x2" Stakes
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Set top of root ball
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at or slightly above
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Flag - White plastic, 3" x 10"
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Turnbuckle - 1/4" x 4"
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Treewrap - 6" wide heavy
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fin. grade
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Min.
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36"
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=45%%d
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grade
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Guy wires - Double strand #12
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galvanized wire, 3 per plant
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duty burlap
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Pruning shall be in accordance with approved horticultural standards in order to preserve the natural form of the specific plants. If applicable & approved by the landscape architect, one- fourth to one-third of the wood shall be removed by thinning out to balance root loss due to transplanting.
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Black rubber reinforced hose not less than 1/2" I.D. above first set of branches
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2 strands of 12 gauge galv. wire, twisted
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3" soil saucer (typ)
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4" Mulch (Sample to be approved)
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6" Min.
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ball diameter
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Equals twice
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6"
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Min.
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Topsoil
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Subsoil
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Planting mix
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Compact planting mix below ball (Typ)
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Scarify glazed sides or hardened surface if pits are dug with auguring devices
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BALLED AND BURLAPPED
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Notes: 1. In areas of mass planting, continuously excavate and mulch entire bed. 2. Do not add fertilizer to planting mix for fall planting.
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Cut burlap from top 1/3 of root ball
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Set top of root ball at or slightly above fin. grade
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SHRUB PLANTING DETAIL
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NOT TO SCALE
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NEW TREE
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5'-6' HT.
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TSUGA CANADENSIS
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CANADIAN HEMLOCK
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TS
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TD
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24" HT.
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TAXUS X MEDIA 'DENSIFORMIS'
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DENSE SPREADING YEW
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6
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B & B
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B & B
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B & B
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TREES
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5'-6' HT.
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SPARTAN JUNIPER
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JUNIPERUS CHINENSIS 'SPARTAN'
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JS
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6
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JG
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MS
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SEA GREEN JUNIPER
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STAR MAGNOLIA
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JUNIPERUS CHINENSIS 'SEA GREEN'
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18" HT.
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MAGNOLIA STYLETTA
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B & B
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5'-6' HT.
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13
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10
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3
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PERENNIALS
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SHRUBS
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SYM BOTANICAL NAME COMMON NAME SIZE AMT COMMENTS
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SS
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LITTLE BLUE STEM
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SCHIZACHYRIUM SCOPARIUM
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#1 CONTAINER
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CONTAINER GROWN
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6
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GRASSES
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PLANT MATERIAL SCHEDULE
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NS
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NYSSA SYLVATICA
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BLACK GUM
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2 1/2"-3" CAL.
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B & B-NYNS
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3
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B & B
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RB
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BOULE DE NEIGE RHODODENDRON
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RHODODENDRON 'BOULE DE NEIGE'
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24"-30" HT.
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7
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B & B
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COMPACT AMERICAN VIBURNUM
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VIBURNUM TRILOBUM 'ALLEGHENY COMPACTUM'
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VT
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4
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B & B, NYNS
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24"-30" HT.
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AVW
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VISION IN WHITE ASTILBE
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ASTILBE 'VISIONS IN WHITE'
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2 GAL.
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6
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CONTAINER GROWN
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2
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B & B
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2 1/2"-3" CAL.
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MAIDENHAIR TREE
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GINKGO BILOBA
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GB
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
R
D
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D
RD
UDUDUDUDUDUDUDUDU
D
ST ST ST ST ST ST ST ST
RD
RD
RD
RD
RD
RD
RD
RD
RD
RD
R
D
RD
RD
RD
RD
RD
R
D
R
D
RD
R
D
R
D
R
D
R
D
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D
RDRD
R
D
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D
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D
S
T
S
T
S
T
S
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S
T
W W
S S S S S S
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UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD
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WP1-8
ST ST ST ST ST ST ST
C9
FOR MUNICIPAL APPROVAL ONLY-NOT INTENDED FOR CONSTRUCTION
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O
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S
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W
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WALTER STREET
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GT
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(71)
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PROPOSED THREE STORY BUILDING FF=49.50
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PLAYGROUND
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EROSION & SEDIMENT CONTROL FENCE. 12/C6
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EROSION & SEDIMENT CONTROL FENCE. 12/C6
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EROSION & SEDIMENT CONTROL FENCE. 12/C6
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BACK PORCH
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FRONT PORCH
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CORED IN FIELD CONNECTION (6/C5) I=35.5
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DUMPSTER 1/C7
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CONSTRUCTION ENTRANCE 11/C6
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STEEL REINFORCED (GRADE 60) COPOLYMER POLYPROPYLENE MANHOLE STEPS; M.A. INDUSTRIES OR APPROVED EQUAL
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NOT TO SCALE
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TRAFFIC DUTY TOP (H 20 LOADING)TYP.
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SEE PAVEMENT DETAIL DETAIL. (TYP.)
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MORTAR (TYP.)
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WASHED ITEM 2530-2 OR 2530-ALT.2
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140N "MIRAFI" GEOTEXTILE FILTER FABRIC ENVELOPE WITH 18" MIN OVERLAP
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140N "MIRAFI" GEOTEXTILE FILTER FABRIC ENVELOPE WITH 18" MIN OVERLAP
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6" COMPACTED PEASTONE, NYSDOT SPEC. 703.0201, SIZE 1A
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FRAME & COVER R-1755-E1AS MANUFACTURED BY "NEENAH"
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CONCRETE GRADE RINGS (AS REQ'D) (TYP.)
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DETENTION STRUCTURE SECTION
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GEOTEXTILE FABRIC "MIRAFI 500X"
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ROOF/UNDERDRAIN
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CORUGATED, PERFORATED HDPE PIPE
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MORTAR
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COMPACTED BACKFILL IN 6" LIFTS
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CB#2=35.78 CB#1=35.63
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CB#2=41.8 CB#1=41.8
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TRANSITION FROM 48" TO 36"
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140N "MIRAFI" GEOTEXTILE FILTER FABRIC ENVELOPE WITH 18" MIN OVERLAP
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DETENTION STRUCTURE - CROSS SECTION
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140N "MIRAFI" GEOTEXTILE FILTER FABRIC ENVELOPE WITH 18" MIN OVERLAP
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SEE PAVEMENT DETAIL
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48" CORRUGATED, PERFORATED HDPE PIPE
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NOT TO SCALE
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48" CORRUGATED, PERFORATED HDPE PIPE
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FILE:
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SCALE:
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BY:
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CHK:
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DATE:
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HERSHBERG
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REMARKS
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REVISIONS
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DATE
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DOCUMENT EXCEPT BY A
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LICENSED PROFESSIONAL
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SURVEYOR, IS ILLEGAL
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ENGINEER OR LAND
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ALTERATION OF THIS
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HERSHBERG
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Consulting Engineers
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and Land Surveyors
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18 Locust Street
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Albany, New York 12203
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&
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EROSION AND SEDIMENT CONTROL PLAN PROPOSED APARTMENTS 543 NORTH PEARL STREET ALBANY, NY
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180267
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1"=10'
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AS
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DRH
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B
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0
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4
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4
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2
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2
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6
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A
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D
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E
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C
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180267-1.DWG
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11/12/18
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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10
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10
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20
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10
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40
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5
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EXISTING WATER MAIN
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EXISTING SANITARY SEWER MAIN
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EXISTING CATCH BASIN
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EXISTING MANHOLE
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PROPOSED CONTOURS
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PROPOSED WATER SERVICE
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PROPOSED SEWER MAIN
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PROPOSED CATCH BASIN
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w
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s
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PROPOSED STORM SEWER
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ST
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S
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W
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201
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CB
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MH
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OR
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CB
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OR
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EXISTING HYDRANT
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EXISTING LIGHT POLE
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EXISTING UTILITY POLE
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EXISTING WATER VALVE
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EXISTING POLE WITH LIGHT
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EXISTING SIGN
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200
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PROPOSED
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RETAINING WALL
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ADA RAMP
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WITH GUIDE RAIL OR FALL PREVENTION FENCE AS NOTED ON THE DRAWING
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DETECTABLE SURFACE
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EXISTING PAVEMENT
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X
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FENCE LINE
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O
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S
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WATER SHUT OFF
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1/C5
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DETAIL/SHEET NUMBER
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WV
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D
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Y
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EXISTING STORM SEWER MAIN
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ST
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PROPOSED PAVEMENT
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EXISTING CONTOURS
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200
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199
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PROPOSED CURB
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PROPOSED SIDEWALK
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HANDICAPPED PARKING
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PROPOSED BUILDING
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PROPOSED LIGHT POLE
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PAVEMENT MARKINGS
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EROSION AND SEDIMENT CONTROL FENCE
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2/C9
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1/C9
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LIMITS OF DISTURBANCE
0.3
0.5
1.1
1.2
0.7
0.2
0.2
0.2
0.4
0.6
1.0
1.3
1.8
2.4
2.2
2.7
2.2
2.4
2.0
1.2
0.8
2.9
6.8
12.4
5.3
2.0
0.6
0.3
0.3
0.6
1.0
1.6
2.1
2.5
2.5
3.8
2.5
2.2
1.5
0.6
2.1
3.2
4.2
2.9
1.7
0.5
0.3
0.2
0.2
0.5
0.3
0.3
0.3
0.5
1.2
1.5
1.6
1.7
1.2
0.9
1.2
1.3
1.3
1.2
1.3
0.1
0.8
1.1
0.9
1.1
1.3
0.9
1.2
2.4
3.6
3.4
2.5
1.9
6.2
1.1
2.1
3.1
3.0
2.1
1.0
1.5
4.0
8.6
7.9
4.1
2.5
5.9
1.4
3.6
7.2
6.5
3.5
1.3
0.8
1.5
2.9
2.7
1.8
1.6
2.2
5.0
1.2
3.3
6.2
4.8
1.7
0.6
0.2
0.2
0.9
0.9
0.8
1.5
1.7
4.6
1.9
2.3
2.2
1.8
2.2
1.9
1.3
1.6
1.3
1.0
1.0
0.9
0.7
0.6
0.5
0.6
0.3
0.3
1.0
1.1
0.6
1.1
1.4
2.0
2.8
3.1
14.4
3.2
2.9
2.2
1.5
1.2
1.5
2.0
2.0
2.1
2.0
2.0
1.6
1.2
0.0
16.1
WP
1-8
C10
FOR MUNICIPAL APPROVAL ONLY-NOT INTENDED FOR CONSTRUCTION
Schedule
Symbol Label Image QTY Catalog Number Description Lamp
Number
Lamps
Lumens
per Lamp
LLF Wattage Polar Plot
3 RSX1 LED P1 40K R4
SPA DDBXD SSS 16 4C
DM19AS DDB
RSX Area Fixture Size 1 P1 Lumen Package
4000K CCT Type R4 Distribution
1 7189 0.9 51.34
6 DSXW2 LED 20C 700
40K T2M MVOLT
DSXW2 LED WITH 2 LIGHT ENGINES, 20
LED's, 700mA DRIVER, 4000K LED, TYPE 2
MEDIUM OPTIC
LED 1 4252 0.9 47
8 LDN6 40/15 LO6AR 1500LM 80CRI 4000k 6" LED COMMERCIAL
DOWNLIGHT
LED 1 1690 0.9 26
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WV
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No.29 WALTER STREET TAX MAP No. 65.44-1-3 LANDS N/F OF ALBANY HOUSING COALITION, INC. L.2815 P.725
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No.537 NORTH PEARL STREET TAX MAP No. 65.44-1-5 LANDS N/F OF BROWN, RENEE BROWN, CARLTON L.2980 P.684
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No.19 WALTER STREET TAX MAP No. 65.44-1-33 LANDS N/F OF KANEG, KRISTIN L.2993 P.163
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NORTH PEARL STREET
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WALTER STREET
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GT
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(71)
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CB 12"VCP R=40.19 I=35.59
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I=36.09
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MH R=40.30 I=35.70
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12"VCP I=44.58
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PROPOSED THREE STORY BUILDING FF=49.50
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PLAYGROUND
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BACK PORCH
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FRONT PORCH
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CORED IN FIELD CONNECTION (6/C5) I=35.5
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DUMPSTER 1/C7
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SL1
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SL1
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SL1
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DL1
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DL1
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DL1
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DL1
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WP1
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WP1
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WP1
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WP1
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WP1
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DL1
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DL1
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DL1
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FILE:
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SCALE:
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BY:
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CHK:
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DATE:
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HERSHBERG
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REMARKS
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REVISIONS
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DATE
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DOCUMENT EXCEPT BY A
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LICENSED PROFESSIONAL
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SURVEYOR, IS ILLEGAL
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ENGINEER OR LAND
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ALTERATION OF THIS
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HERSHBERG
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Consulting Engineers
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and Land Surveyors
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18 Locust Street
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Albany, New York 12203
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&
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LIGHTING PLAN PROPOSED APARTMENTS 543 NORTH PEARL STREET ALBANY, NY
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180267
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1"=20'
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AS
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0
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4
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4
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2
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2
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6
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A
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D
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E
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180267-1.DWG
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11/12/18
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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20
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20
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40
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20
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80
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10
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DL1
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WP1
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NOT TO SCALE
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LIGHT POLE DETAIL
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CONCRETE
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3,500 psi.
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FINISHED GRADE
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24"
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SONOTUBE
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1/2"
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7'
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#3 HOOPS ON 12" CENTERS
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2"
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2"
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24"
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9" LAP
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2" CL.
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6-#5
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SECTION
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ELEVATION
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BRONZE ANODIZED (OR PAINTED) LIGHT POLE
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COORDINATE ANCHORS, BOLT PATTERN AND CONDUIT WITH LIGHTPOLE MANUFACTURER
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HEIGHT VARIES TYPE "A" POLE = 14' HT (MODEL: RSS 14 4B DM28 DDBXD) AS MANUFACTURED BY LITHONIA LIGHTING
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CATALOG NO. (LAMP) MR1 LED 63B 530 40K SR4 MVOLT RPA DDBWD (POLE) TYPE "A" RSS 16 4B DM28 DDBXD (POLE) TYPE "B" RSS 8 4B DM28 DDBXD
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NUMBER OF FIXTURES AS SHOWN ON PLAN CATALOG NO.: MR1 LED 63B 530 40K SR4 MVOLT RPA DDBWD AS MANUFACTURED BY LITHONIA LIGHTING
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1/C10
