appendix c: plan set submission - troy, ny · gallons $ 110 hoosick street. proposed stewart's...
TRANSCRIPT
Appendix C:
Plan Set Submission
$
Gallons
$
Gallons
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110 HOOSICK STREET
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PROPOSED STEWART'S SHOP
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TROY, NY 12180
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CANOPY NORTH/SOUTH ELEVATION
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10'x3' CONCRETE ISLANDS
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FYPON MOLDING MLD520-16
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3+1 MULTI- PRODUCT DISPENSER (MPD)
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HARDIE BOARD FIBER CEMENT CLAPBOARD SIDING COLOR: COBBLE STONE
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SILVER ALUMINUM STOREFRONT
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GRAY BRICK VENEER TO WRAP ON (3) SIDES OF BUILDING AT 2'-6" ABOVE FINISHED FLOOR. MFG: GENERAL SHALE COLOR: SMOKE GRAY VELOUR
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FREEZER COMPRESSOR UNIT
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EXTERIOR ELEC. PANEL ENCLOSURE. DOOR
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ELEC. METER
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TRANSFER SWITCH
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OVERHANG
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DELIVERY DOOR
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SUPER
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REGULAR
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PLUS
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SUPER
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REGULAR
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PLUS
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CANOPY EAST/WEST ELEVATION
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FYPON MOLDING MLD641-16
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ALUMINUM FACIA
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FYPON MOLDING MLD520-16
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3+1 MULTI- PRODUCT DISPENSER (MPD)
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FYPON MOLDING MLD641-16
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ALUMINUM FACIA
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10'x3' CONCRETE ISLANDS
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NORTH ELEVATION
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WEST ELEVATION
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EAST ELEVATION
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SOUTH ELEVATION
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FYPON MOLDING MLD449-16 TO BE WHITE IN COLOR
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FYPON MOLDING MLD449-16 TO BE WHITE IN COLOR
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FYPON MOLDING MLD520-16 TO BE WHITE IN COLOR
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FYPON MOLDING MLD520-16 TO BE WHITE IN COLOR
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PROPOSED 22 SQFT BUILDING SIGN
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FYPON MOLDING BRK6x24x6 SMOOTH TO BE WHITE IN COLOR
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COOLER COMPRESSOR UNIT
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ROOFTOP HVAC UNIT
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OVERHANG
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GRAY BRICK VENEER TO WRAP ON (3) SIDES OF BUILDING AT 2'-6" ABOVE FINISHED FLOOR. MFG: GENERAL SHALE COLOR: SMOKE GRAY VELOUR
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CENTER FACADE TO BE RECESSED 2'-0"
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PROPOSED 22 SQFT BUILDING SIGN
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ALL PROPOSED 2ND STORY WINDOW TO BE FAKE WINDOW WITH SPANDREL GLASS
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AIR MACHINE
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SCALE:
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NONE
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TYPICAL BUILDING SIGN
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SIZE: - 17 SQ. FT. - 17 SQ. FT. 17 SQ. FT. LETTERS: - 1/8" PLEXIGLASS FACE ON 4-1/2" - 1/8" PLEXIGLASS FACE ON 4-1/2" 1/8" PLEXIGLASS FACE ON 4-1/2" THICK CAN ILLUMINATION: - EXTERNALLY ILLUMINATED - EXTERNALLY ILLUMINATED EXTERNALLY ILLUMINATED WITH LED GOOSENECK LIGHTING - BURGUNDY LETTERS BURGUNDY LETTERS - WHITE COLOR BACKGROUNDWHITE COLOR BACKGROUND
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SCALE:
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NONE
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TYPICAL BUILDING SIGN
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SIZE: - 22 SQ. FT. - 22 SQ. FT. 22 SQ. FT. LETTERS: - 1/8" PLEXIGLASS FACE ON 4-1/2" - 1/8" PLEXIGLASS FACE ON 4-1/2" 1/8" PLEXIGLASS FACE ON 4-1/2" THICK CAN ILLUMINATION: - EXTERNALLY ILLUMINATED - EXTERNALLY ILLUMINATED EXTERNALLY ILLUMINATED WITH LED GOOSENECK LIGHTING - BURGUNDY LETTERS BURGUNDY LETTERS - WHITE COLOR BACKGROUNDWHITE COLOR BACKGROUND
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STORE NAME, ABBREVIATION & NO.
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REVISIONS
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DATE
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SITE LOCATION
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TITLE:
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DRAWING NO.
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DATE:
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SCALE:
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DRAWN BY:
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ALTERATIONS TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LICENSED PROFESSIONAL ENGINEER IS ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW
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NO.
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AS SHOWN
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TEL. (518)581-1200
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SARATOGA SPRINGS, NY 12866
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FAX (518)581-1209
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HOOSICK ST. - HOO - 244
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110 HOOSICK STREET - TROY, NY 12180
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MA
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4/25/17
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T-1
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TITLE SHEET
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LANDS N/F OF
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BK.
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PG.
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STEWART'S SHOPS CORP.
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5674
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41
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AREA = 37,138%%P S.F.
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= 0.85%%P AC.
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S
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138.85'
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N 71°14'20" W
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84.05'
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N 61°50'28" W
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31.26'
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N 70°11'51" W
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73.75'
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N 25°48'00" E
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215.57'
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100.00'
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S 25°48'00" W
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60.00'
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S 64°12'00" E
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100.00'
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30.04'
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82.81'
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75.13'
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16.58'
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7.78'
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13.50'
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1 STORY MASONRY
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``STEWART'S SHOPS''
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10.2'
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7.8'
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S 63°30'57" W
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17.63'
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14.00'
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TROY PLAZA SC LP
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6587
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209
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LANDS N/F OF
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BK.
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PG.
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TROY PLAZA SC LP
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6587
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209
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LANDS N/F OF
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BK.
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PG.
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WALTER P. URZAN &
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ALISON URZAN
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4182
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102
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LANDS N/F OF
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BK.
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PG.
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1978 HIGHWAY BOUNDARY
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MAP 286R-1, PARCEL 287
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1978 HIGHWAY BOUNDARY
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MAP 286R-1, PARCEL 287
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1978 HIGHWAY BOUNDARY
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MAP 286R-1, PARCEL 287
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HOOSICK STREET
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(N.Y.S. ROUTE 7)
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ASPHALT PAVEMENT , VARIABLE WIDTH R.O.W.
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TENTH STREET
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ASPHALT PAVEMENT , 60' R.O.W.
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PUBLIC ALLEYWAY
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25' WIDE
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N64 12'00"W 100.00'
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60.00'
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EXISTING UNDERGROUND GAS TANKS TO BE REMOVED
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LANDS N/F OF
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BK.
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PG.
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STEWART'S SHOPS CORP.
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5674
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41
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AREA = 37,138%%P S.F.
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= 0.85%%P AC.
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S
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2 STORY
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MASONRY
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N 25°48'00" E
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138.85'
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S 71°14'20" E
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84.05'
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S 61°50'28" E
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31.26'
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73.75'
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215.57'
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N 64°12'00" W
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100.00'
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N 25°48'00" E
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60.00'
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N 64°12'00" W
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100.00'
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0.1'%%P
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0.0'%%P
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30.04'
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82.81'
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75.13'
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16.58'
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7.78'
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13.50'
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1 STORY MASONRY
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``STEWART'S SHOPS''
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10.2'
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7.8'
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N 63°30'57" E
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17.63'
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S 20°48'22" W
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14.00'
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TROY PLAZA SC LP
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6587
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209
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LANDS N/F OF
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BK.
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PG.
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TROY PLAZA SC LP
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6587
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209
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LANDS N/F OF
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BK.
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PG.
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DAVID M. BEGIN
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1518
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134
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LANDS N/F OF
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BK.
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PG.
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1.0'%%P
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VINCENT E. POWERS, JR. &
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LINDA A. POWERS
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4843
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WALTER P. URZAN &
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ALISON URZAN
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4182
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102
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LANDS N/F OF
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BK.
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PG.
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1978 HIGHWAY BOUNDARY
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MAP 286R-1, PARCEL 287
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1978 HIGHWAY BOUNDARY
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MAP 286R-1, PARCEL 287
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1978 HIGHWAY BOUNDARY
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MAP 286R-1, PARCEL 287
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HOOSICK STREET
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(N.Y.S. ROUTE 7)
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ASPHALT PAVEMENT , VARIABLE WIDTH R.O.W.
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TENTH STREET
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ASPHALT PAVEMENT , 60' R.O.W.
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S
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S
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120.00'
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101.9
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WOOD
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POST
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STOCKADE
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FENCE
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CONC. PAD
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MH
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RIM=95.51
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12"
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TREE
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POLE
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NYT23
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W/ UG
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POLE
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NM27
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6"TREE
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DROP CURB
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WSO
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D.I.
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TF=96.4
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DROP CURB
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GRAN. CURB
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POLE
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NM26
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VZ22~8
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22.4'
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50.2'
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22.5'
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MH
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RIM=97.58
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50.1'
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4"
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CEDAR
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SHRUBS
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SHRUBS
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GATE
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C.L.F.
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W.V.
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WIRE
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FENCE
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ASPH. WALK
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ASPH.
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SURFACE
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ASPH.
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SURFACE
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WOOD
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POST
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2 STORY
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FRAME
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%%UST. NO. 294
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%%UST. NO. 288
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WOOD
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STEPS
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22.5'
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28.2'
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0.20'
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25.2'
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23.0'
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53.2'
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WOOD
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POST
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WOOD
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POST
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7.9'
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20.7'
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7.8'
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BUILDING OVERHANG
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FOUNDATION
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REMAINS
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BUSH
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36"
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TREE
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WOOD
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POST
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GUY
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WOOD
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POST
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POLE
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NG26~8-1
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1.1'%%P
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WOOD
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POST
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1.0'%%P
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1.1'%%P
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WOOD
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POST
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NELSON LABOY
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203
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2325
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LANDS N/F OF
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BK.
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PG.
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COVERED
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PORCH
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WOOD
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POST
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WOOD
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POST
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0.0'%%P
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1.0'%%P
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WOOD
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POST
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BW=100.7
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BW=101.0
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MASSONRY
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WALL REMAINS
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FOUNDATION
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REMAINS
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ASPHALT
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CONC. CURB
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CONC. CURB
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24"
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TREE
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12"
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TREE
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WIRE FENCE
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REMAINS
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BRICK
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BW=101.9
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BW=101.8
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MASONRY
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WALL REAMINS
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ASPHALT
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MASONRY WALL
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REMAINS
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BW=102.5
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REMAINS
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TIMBER WALL
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BRICK
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FIREPLACE
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N 64°12'00" W
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100.00'
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N 25°48'00" E
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60.00'
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AREA = 6,000%%P S.F.
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CONC.
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N 25°48'00" E
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25.00'
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120.00'
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N 64°12'00" W
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WOOD
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POST
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1.1'%%P
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S 25°48'00" W
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25.00'
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LANDS N/F OF
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BK.
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228
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AREA = 3,000%%P S.F.
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PG.
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EXISTING CANOPY TO BE REMOVED
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EXISTING STEWART'S BUILDING TO BE RAZED UPON COMPLETION OF NEW STEWART'S SHOP
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EXISTING 2-STORY FRAMED HOUSE TO BE RAZED
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EXISTING 2-STORY MASONRY HOUSE TO BE RELOCATED TO THE OLD POWERS PARCEL
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EXISTING GABION WALL TO BE REMOVED
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EXISTING CURB CUT TO REMAIN
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DISCLOSE.
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7.
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PREMISES.
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6.
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2.
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5.
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3.
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4.
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APPURTENANCES, AND REFLECTS VISIBLE CONDITIONS EXISTING AT THAT OCCASION.
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WHICH MAY HAVE OBSCURED OR OBSTRUCTED CERTAIN PHYSICAL FEATURES OR
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TAX MAP DESIGNATION: CITY OF TROY 101.31-10-1
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1.
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PLLC ON JANUARY 6, 2017 AND JANUARY 9, 2017 IN THE PRESENCE OF SNOW AND ICE,
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FROM AN ACTUAL FIELD SURVEY CONDUCTED BY ADVANCE ENGINEERING & SURVEYING,
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BOUNDARY EVIDENCE AND PLANIMETRIC INFORMATION SHOWN HEREON WAS COMPILED
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RESTRICTIONS OR STATE OF FACTS THAT AN UP-TO-DATE ABSTRACT OF TITLE WOULD
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OF TITLE OR TITLE REPORT AND IS THEREFORE SUBJECT TO ANY EASEMENTS, COVENANTS,
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THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN UP-TO-DATE ABSTRACT
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OR REPRESENT ALL UTILITIES THAT MAY EXIST UPON OR ADJACENT TO THE SURVEYED
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VERIFICATION BY EXCAVATION. UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE
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AT GROUND SURFACE AND AVAILABLE RECORD DRAWINGS AND ARE SUBJECT TO FIELD
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UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON UTILITY EVIDENCE VISIBLE
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STRUCTURES, OR ANY OTHER IMPROVEMENT.
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THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL
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ARE FOR BUILDING REFERENCE AND LOCATION AND ARE NOT INTENDED TO MONUMENT
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THE OFFSETS OR DIMENSIONS SHOWN HEREON, FROM PROPERTY LINES TO BUILDINGS
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ELEVATIONS BASED ON AN ASSUMED DATUM.
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SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS AND RESTRICTIONS OF RECORD.
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``TOPOGRAPHIC SURVEY MAP OF LANDS OF DAKE BROTHERS, INC. AT 110 HOOSICK
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STREET, TROY, N.Y., 12180,'' PREPARED BY SANTO ASSOCIATES LAND SURVEY AND
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ENGINEERING, P.C., DATED SEPT. 7, 2006. (PROVIDED BY CLIENT)
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MAP REFERENCES:
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1.
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2.
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NEW YORK STATE DEPARTMENT OF TRANSPORTATION DESCRIPTION AND MAP FOR
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THE ACQUISITION OF PROPERTY, INTERSTATE ROUTE CONNECTION 540-2-1, HUDSON
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RIVER TO HOOSICK STREET ARTERIAL, RENSSELAER COUNTY, MAP NO. 286R-1,
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PARCEL NO. 287, STANDARD OIL COMPANY OF NEW YORK (REPUTED OWNER), DATED
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NOVEMBER 16, 1978.
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STORE NAME, ABBREVIATION & NO.
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REVISIONS
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DATE
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SITE LOCATION
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TITLE:
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DRAWING NO.
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DATE:
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SCALE:
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DRAWN BY:
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ALTERATIONS TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LICENSED PROFESSIONAL ENGINEER IS ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW
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NO.
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1" = 40'
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TEL. (518)581-1200
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SARATOGA SPRINGS, NY 12866
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FAX (518)581-1209
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N
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6
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1
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HOOSICK STREET - HOOM - 244
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110 HOOSICK STREET - TROY, NY
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MA
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3/31/17
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EXISTING SITE PLAN
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S-1
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%%USITE LOCATION MAP
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SITE
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%%USITE AERIAL MAP
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SITE
PARKING
NO
ANY
TIME
RESERVED
PARKING
VAN
ACCESSIBLE
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S
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30.04'
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16.58'
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7.78'
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13.50'
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1 STORY MASONRY
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``STEWART'S SHOPS''
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10.2'
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7.8'
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1978 HIGHWAY BOUNDARY
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MAP 286R-1, PARCEL 287
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1978 HIGHWAY BOUNDARY
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MAP 286R-1, PARCEL 287
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1978 HIGHWAY BOUNDARY
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MAP 286R-1, PARCEL 287
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HOOSICK STREET
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(N.Y.S. ROUTE 7)
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ASPHALT PAVEMENT , VARIABLE WIDTH R.O.W.
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TENTH STREET
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ASPHALT PAVEMENT , 60' R.O.W.
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PUBLIC ALLEYWAY
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25' WIDE
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N64 12'00"W 100.00'
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60.00'
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49'-6"x67'
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3317 SQ. FT.
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FF= XXX.XX
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S
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1 STORY MASONRY
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``STEWART'S SHOPS''
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1978 HIGHWAY BOUNDARY
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MAP 286R-1, PARCEL 287
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1978 HIGHWAY BOUNDARY
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MAP 286R-1, PARCEL 287
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1978 HIGHWAY BOUNDARY
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MAP 286R-1, PARCEL 287
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HOOSICK STREET
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(N.Y.S. ROUTE 7)
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ASPHALT PAVEMENT , VARIABLE WIDTH R.O.W.
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TENTH STREET
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ASPHALT PAVEMENT , 60' R.O.W.
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S
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S
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CONC. CURB
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WIRE FENCE
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100
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106
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107
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113
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114
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120
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121
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125
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126
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130
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1
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2
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3
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4
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5
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6
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8
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9
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10
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11
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12
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13
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14
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PROPOSED 4" BOLLARDS (8 TOTAL)
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EDGE OF PAVEMENT WITH ASPHALT WING CURB
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EXTERIOR ELECTRIC PANEL ENCLOSURE
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PROPOSED CONCRETE PARKING SPACES TO BE FLUSH WITH SIDEWALK
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DUMPSTER WITH METAL DUMPSTER ENCLOSURE
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RECESSED LED SOFFIT LIGHT (12 TOTAL)
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46'x58' CANOPY
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52'x64' CONCRETE DRIVE PAD
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CONCRETE PAD AND DELIVERY DOOR
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EDGE OF PAVEMENT WITH ASPHALT WING CURB
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LED LIGHT POLE (4 TOTAL)
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LED WAL-PAK LIGHT (1 TOTAL)
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AIR MACHINE
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PROPANE EXCHANGE CAGE
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PROPOSED RELOCATED HOUSE
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7
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CONCRETE BLOCK RETAINING WALL TO BE TERRACED
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15K UNL
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6K SUP
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6K DSL
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UNDERGROUND FUEL STORAGE TANKS: (1) 15K GAL., (1) SPLIT 12K GAL. (6K/6K) W/28.5'x30' CONCRETE TANK PAD
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3'x8' CONCRETE PAD FOR PARK BENCH
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3'x8' CONCRETE PAD FOR PARK BENCH
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3' TALL WHITE VINYL PICKET FENCE
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RECESSED LED CANOPY LIGHTS (8 TOTAL)
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ASPHALT WING CURB
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ASPHALT WING CURB
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2
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1
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3
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4
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LED CANOPY PRICE SIGN (2 TOTAL)
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REAR BLDG SETBACK (SOUTH)
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19,637 SQ. FT.
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GREENSPACE
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BUILDING
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CONCRETE
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PAVEMENT
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14,150 SQ. FT.
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6,034 SQ. FT.
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3,317 SQ. FT.
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33%%%
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14%%%
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8%%%
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45%%%
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MINIMUM LOT AREA
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FRONT BLDG SETBACK (NORTH)
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REAR BLDG SETBACK (EAST)
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FRONT BLDG SETBACK (WEST)
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CITY OF TROY - HCD ZONING DISTRICT
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EXISTING SITE USAGE DATA
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PROPOSED SITE USAGE DATA
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0 FEET MIN./10 FEET MAX.
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10,000 SQ. FT.
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45 FEET MIN.
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45 FEET MIN.
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REQUIRED
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FRONT CANOPY SETBACK (WEST)
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FRONT CANOPY SETBACK (NORTH)
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REAR CANOPY SETBACK (SOUTH)
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REAR CANOPY SETBACK (EAST)
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143 FEET
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43,138 SQ. FT.
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123 FEET
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21 FEET
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10 FEET
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PROPOSED
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35 FEET
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33 FEET
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109 FEET
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136 FEET
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PARKING (RETAIL USE)
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2 SPACE/1,000 SQ. FT.
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14 SPACES
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8 SPACES REQUIRED
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0 FEET MIN./10 FEET MAX.
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0 FEET MIN./10 FEET MAX.
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45 FEET MIN.
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45 FEET MIN.
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0 FEET MIN./10 FEET MAX.
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MAX. LOT COVERAGE
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80%%%
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8%%% COVERAGE
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MIN. LOT COVERAGE
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50%%%
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8%%% COVERAGE
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53 FEET (STEWART'S)
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43,138 SQ. FT.
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89 FEET (STEWART'S)
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36 FEET (HOUSE)
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-1 FEET (HOUSE)
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EXISTING
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27 FEET
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9 FEET
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155 FEET
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149 FEET
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15 SPACES
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8%%% COVERAGE
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8%%% COVERAGE
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(20%%% INCREASE = 10 SPACES)
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28,686 SQ. FT.
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GREENSPACE
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BUILDING
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CONCRETE
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PAVEMENT
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9,114 SQ. FT.
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1,854 SQ. FT.
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3,484 SQ. FT.
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21%%%
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4%%%
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8%%%
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67%%%
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43,138 SQ. FT.
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TOTAL SPACE
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100%%%
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43,138 SQ. FT.
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TOTAL SPACE
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100%%%
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133 FEET
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-
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-
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24 FEET
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-
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VARIANCE REQUEST
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25 FEET
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23 FEET
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-
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-
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4 SPACES
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-
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42%%% COVERAGE
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%%USIGN KEY:
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1
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HEIGHT MIN., SEE
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5'-0" MOUNTING
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12"x18" MIN. SIZE
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HANDICAP SIGN
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PLAN FOR LOCATION
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2
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PLAN FOR LOCATION
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NO PARKING SIGN
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12"x18" MIN. SIZE
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5'-0" MOUNTING
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HEIGHT MIN., SEE
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R7-1
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R7-8 & R7-8A
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3
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PLAN FOR LOCATION
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NO LEFT TURN SIGN
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24"x24" MIN. SIZE
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5'-0" MOUNTING
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HEIGHT MIN., SEE
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R3-2
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ENTER
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DO NOT
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4
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PLAN FOR LOCATION
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DO NOT ENTER SIGN
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24"x24" MIN. SIZE
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5'-0" MOUNTING
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HEIGHT MIN., SEE
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R7-1
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STORE NAME, ABBREVIATION & NO.
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REVISIONS
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DATE
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TITLE:
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DRAWING NO.
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DATE:
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SCALE:
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DRAWN BY:
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ALTERATIONS TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LICENSED PROFESSIONAL ENGINEER IS ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW
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NO.
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1" = 40'
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TEL. (518)581-1200
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SARATOGA SPRINGS, NY 12866
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FAX (518)581-1209
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HOOSICK STREET - HOOM - 244
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110 HOOSICK STREET - TROY, NY
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MA
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3/31/17
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PROPOSED SITE PLAN
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S-2
0.0
0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0
0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.8 1.1 0.8 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 2.1 2.2 1.6 1.1 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 4.0 4.0 4.2 4.6 3.6 2.5 1.2 0.4 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 1.6 3.0 3.2 7.8 6.0 6.5 5.5 3.1 3.5 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.1 0.9 0.0 0.0 2.1 2.7 4.3 8.2 7.9 6.2 4.3 2.9 1.2 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.1 0.2 0.6 0.2 3.0 4.2 3.1 8.9 8.8 5.2 4.1 2.3 1.3 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0
0.1 0.3 0.7 2.1 2.6 9.5 5.6 2.4 2.1 1.5 1.1 0.7 0.4 0.0 0.0 0.0 0.0 0.0 0.0
0.3 1.0 1.7 2.9 7.4 4.8 3.1 2.1 1.9 1.8 1.2 0.8 0.5 0.0 0.0 0.0 0.0 0.0
0.4 1.1 2.9 4.7 7.8 6.2 3.0 2.3 3.2 3.3 2.8 2.0 1.0 0.4 0.0 0.0 0.0 0.0 0.0
1.0 2.6 4.8 5.4 10.2 10.1 7.2 4.0 2.2 2.4 3.9 4.0 3.8 3.3 1.7 0.9 0.6 0.0 0.0 0.0 0.0
0.7 1.9 4.0 5.1 11.6 10.7 9.2 7.5 4.5 2.3 1.4 1.8 4.1 4.8 4.3 3.4 2.3 1.7 1.1 0.7 0.3 0.0 0.0 0.0
1.1 2.4 6.2 8.9 8.3 8.4 6.5 4.9 3.7 2.0 1.1 0.8 1.1 2.7 3.8 4.3 3.4 3.3 3.2 2.4 1.8 0.8 0.0 0.0 0.0
0.7 1.7 2.9 4.4 4.7 4.5 3.4 2.2 1.4 0.8 0.6 0.6 2.1 4.2 4.6 2.6 3.3 4.4 4.8 4.7 3.5 1.5 0.5 0.0 0.0 0.0
0.7 1.1 1.6 1.8 1.5 1.2 0.8 0.6 0.5 1.3 4.8 10.6 14.7 8.4 3.3 2.6 5.2 6.0 5.3 4.0 2.1 0.9 0.0 0.0 0.0
0.3 0.4 0.5 0.6 0.5 0.4 0.6 2.6 5.4 8.2 13.9 24.6 27.0 16.0 5.2 1.8 4.3 6.7 7.4 5.4 3.2 1.4 0.4 0.0 0.0 0.0
0.2 0.2 0.2 0.2 0.6 3.9 11.1 19.6 18.7 14.0 22.8 26.8 17.6 8.7 2.4 2.7 5.4 6.3 4.1 3.9 1.6 0.5 0.0 0.0 0.0
0.1 0.1 0.1 0.1 1.0 6.4 19.6 29.9 22.5 15.9 17.4 25.1 24.9 14.3 3.7 1.6 4.2 5.3 4.6 2.8 1.1 0.5 0.0 0.0 0.0 0.0
0.0 0.1 0.1 0.3 3.7 15.9 23.2 21.4 18.5 15.2 24.7 27.5 14.9 4.5 1.1 2.0 3.1 3.6 2.0 1.0 0.4 0.1 0.0 0.0 0.0
0.0 0.0 0.0 0.1 2.0 9.2 20.9 30.4 22.2 12.4 14.4 10.9 5.6 1.3 0.5 0.9 1.6 1.5 1.3 0.7 0.3 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.4 4.1 16.5 23.8 16.7 7.6 4.0 1.7 0.3 0.2 0.3 0.5 0.8 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.1 1.9 6.3 8.0 5.1 1.2 0.2 0.1 0.1 0.1 0.2 0.2 0.4 0.4 0.3 0.2 0.1 0.1 0.0
0.0 0.0 0.0 0.2 1.1 0.7 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0
Luminaire Schedule
Symbol Qty Tag Label Arrangement
1 WALL LIGHT SEC-EDG-3M-WM-04-E-UL-WH-525 SINGLE
8 CANOPY LIGHT CAN-304-PS-RM-06-E-UL-WH-525 SINGLE
4 POLE LIGHT ARE-EDG-3M-DA-06-E-UL-BZ-700 SINGLE
12 SOFFIT LIGHT SFT-228-5M-RM-03-E-UL-WH-525 SINGLE
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S
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1978 HIGHWAY BOUNDARY
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MAP 286R-1, PARCEL 287
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1978 HIGHWAY BOUNDARY
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MAP 286R-1, PARCEL 287
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1978 HIGHWAY BOUNDARY
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MAP 286R-1, PARCEL 287
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HOOSICK STREET
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(N.Y.S. ROUTE 7)
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ASPHALT PAVEMENT , VARIABLE WIDTH R.O.W.
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TENTH STREET
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ASPHALT PAVEMENT , 60' R.O.W.
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PUBLIC ALLEYWAY
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25' WIDE
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N64 12'00"W 100.00'
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60.00'
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49'-6"x67'
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3317 SQ. FT.
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FF= XXX.XX
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S
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1978 HIGHWAY BOUNDARY
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MAP 286R-1, PARCEL 287
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1978 HIGHWAY BOUNDARY
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MAP 286R-1, PARCEL 287
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1978 HIGHWAY BOUNDARY
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MAP 286R-1, PARCEL 287
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HOOSICK STREET
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(N.Y.S. ROUTE 7)
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ASPHALT PAVEMENT , VARIABLE WIDTH R.O.W.
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TENTH STREET
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ASPHALT PAVEMENT , 60' R.O.W.
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S
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100
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106
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107
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113
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114
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120
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121
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125
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15K UNL
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6K SUP
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6K DSL
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STORE NAME, ABBREVIATION & NO.
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ALTERATIONS TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LICENSED PROFESSIONAL ENGINEER IS ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW
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NO.
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1" = 40'
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TEL. (518)581-1200
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SARATOGA SPRINGS, NY 12866
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FAX (518)581-1209
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HOOSICK STREET - HOOM - 244
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110 HOOSICK STREET - TROY, NY
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MA
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3/31/17
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PROPOSED PHOTOMETRIC PLAN
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S-3
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S
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HOOSICK STREET
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(N.Y.S. ROUTE 7)
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ASPHALT PAVEMENT , VARIABLE WIDTH R.O.W.
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TENTH STREET
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ASPHALT PAVEMENT , 60' R.O.W.
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PUBLIC ALLEYWAY
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25' WIDE
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N64 12'00"W 100.00'
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60.00'
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49'-6"x67'
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3317 SQ. FT.
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FF= XXX.XX
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S
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HOOSICK STREET
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(N.Y.S. ROUTE 7)
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ASPHALT PAVEMENT , VARIABLE WIDTH R.O.W.
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TENTH STREET
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ASPHALT PAVEMENT , 60' R.O.W.
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S
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S
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100
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106
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107
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113
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114
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120
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121
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125
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126
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130
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15K UNL
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6K SUP
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6K DSL
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45
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HS
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16
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PF
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52
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RF
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23
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EP
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4
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CF
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24
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37
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BS
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CF
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CF
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4
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4
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HS
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4
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RF
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7
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RF
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7
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7
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11
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RF
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9
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HS
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20
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11
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EP
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27
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SJ
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27
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SJ
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4
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AS
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PROPOSED 8' WIDE x 5' TALL BERM
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STORE NAME, ABBREVIATION & NO.
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REVISIONS
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DATE
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TITLE:
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SCALE:
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DRAWN BY:
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ALTERATIONS TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LICENSED PROFESSIONAL ENGINEER IS ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW
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NO.
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1" = 40'
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TEL. (518)581-1200
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SARATOGA SPRINGS, NY 12866
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FAX (518)581-1209
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HOOSICK STREET - HOOM - 244
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110 HOOSICK STREET - TROY, NY
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MA
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3/31/17
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PROPOSED LANDSCAPE PLAN
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S-4
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72
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SALVIA NEMOROSA 'MAINACHT'
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SN
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SALVIA - MAY NIGHT
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2 GAL.
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AS SHOWN
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%%UPLANT LIST
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34
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ECHINACEA PURPUREA 'RUBY STAR'
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PERENNIALS
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EP
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CONEFLOWER - PURPLE
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2 GAL.
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AS SHOWN
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74
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RUDBECKIA FULGIDA
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RF
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BLACK-EYED SUSAN
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2 GAL.
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AS SHOWN
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66
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HEMEROCALLIS `STELLA DE ORO'
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HS
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DAYLILY - STELLA DE ORO
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2 GAL.
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AS SHOWN
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21
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PENNISETUM PIGLET
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PF
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GRASS - PIGLET FOUNTAIN
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3 GAL.
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AS SHOWN
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QTY
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TREES
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BOTANICAL NAME
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ABRV
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COMMON NAME
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SIZE
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SPACING
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AS
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TRIDENT MAPLE
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4" CAL.
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AS SHOWN
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4
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ACER BUERGERIANUM
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CORNUS FLORIDA
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CF
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RED FLOWERING DOGWOOD
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4" CAL.
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AS SHOWN
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6
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SHRUBS
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AS SHOWN
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2'-3'
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BUXUS SEMPERVIRENS
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COMMON BOXWOOD
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117
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BS
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30
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SPIRAE JAPONICA 'GOLDMOUND'
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SJ
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GOLDMOUND SPIRAE
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2 GAL.
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AS SHOWN
97.35
97.52
97.50
95.29
97.50
96.88
96.72
97.50
97.50
97.15
100.00
100.00
100.00
100.00
100.00
100.00
100.00
98.02
96.88
97.21
97.38
97.74
98.52
103.66
102.54
101.38
95.70
97.10
99.53
97.96
98.06
97.69
100.94
99.56
97.15
96.40
95.84
95.80
95.82
96.06
96.70
96.78
97.36
99.13
106.00
106.00
106.00
106.00
106.00
106.00
107.00
107.00
107.00
107.00
107.00
113.00
113.00
113.00
113.00
113.00
114.00
114.00
114.00
114.00
120.00
120.00
120.00
120.00
121.00
125.00
121.00
125.00
121.00
125.00
126.00
130.00
126.00
130.00
99.00
106.00
108.00
110.00
112.00
114.00
116.00
118.00
120.00
122.00
124.00
126.00
128.00
130.00
132.00
132.00
130.00
128.00
126.00
124.00
122.00
120.00
118.00
116.00
96.75
97.50
97.50
97.50
99.00
100.00
102.00
101.00
97.50
97.00
98.00
98.00
99.03
100.00
102.00
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S
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WALTER P. URZAN &
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ALISON URZAN
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4182
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102
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HOOSICK STREET
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(N.Y.S. ROUTE 7)
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ASPHALT PAVEMENT , VARIABLE WIDTH R.O.W.
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TENTH STREET
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ASPHALT PAVEMENT , 60' R.O.W.
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PUBLIC ALLEYWAY
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25' WIDE
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N64 12'00"W 100.00'
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60.00'
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49'-6"x67'
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3317 SQ. FT.
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FF= XXX.XX
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S
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DAVID M. BEGIN
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1518
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134
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WALTER P. URZAN &
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ALISON URZAN
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4182
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102
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HOOSICK STREET
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(N.Y.S. ROUTE 7)
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ASPHALT PAVEMENT , VARIABLE WIDTH R.O.W.
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TENTH STREET
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ASPHALT PAVEMENT , 60' R.O.W.
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S
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S
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100
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106
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107
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113
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114
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120
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121
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125
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126
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130
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15K UNL
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6K SUP
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6K DSL
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CB1 TF=96.75 INV=93.50
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DW1 TF=97.00 INV=93.00
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CB2 TF=95.29 INV=92.25
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CB3 TF=95.70 INV=91.75
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DW2 TF=96.00 INV=91.00
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DW3 TF=96.25 INV=91.00
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DW4 TF=97.50 INV=91.00
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6" PVC OVERFLOW PIPE TIED INTO EXISTING STORM SEWER
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STORE NAME, ABBREVIATION & NO.
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REVISIONS
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DATE
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SITE LOCATION
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TITLE:
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DRAWING NO.
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DATE:
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SCALE:
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DRAWN BY:
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ALTERATIONS TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LICENSED PROFESSIONAL ENGINEER IS ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW
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NO.
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1" = 40'
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TEL. (518)581-1200
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SARATOGA SPRINGS, NY 12866
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FAX (518)581-1209
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N
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HOOSICK STREET - HOOM - 244
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110 HOOSICK STREET - TROY, NY
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MA
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3/31/17
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PROPOSED GRADING PLAN
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S-5
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STORE NAME, ABBREVIATION & NO.
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REVISIONS
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DATE
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TITLE:
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DRAWING NO.
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DATE:
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SCALE:
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DRAWN BY:
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ALTERATIONS TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED LICENSED PROFESSIONAL ENGINEER IS ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW
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NO.
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1" = 40'
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TEL. (518)581-1200
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SARATOGA SPRINGS, NY 12866
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FAX (518)581-1209
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N
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HOOSICK STREET - HOOM - 244
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110 HOOSICK STREET - TROY, NY
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MA
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3/31/17
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MISC DETAILS
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S-6
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6"x6" 10/10 WELDED WIRE MESH
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4" 4000 LB. CONCRETE WITH LIGHT BROOM FINISH
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STEWART'S PARKING LOT
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COMPACTED SUBGRADE (90% STANDARD PROCTOR DENSITY)
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6" GRANULAR FILL (D.O.T. TYPE 4, SECT. 304) COMPACTED TO 95% DENSITY
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BUILDING FOUNDATION
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CROSS REFERENCE:
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SCALE:
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NONE
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-
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7
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NONE
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ASPHALT CURB DETAIL
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SCALE:
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NONE
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-
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9
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NONE
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PAVEMENT SCHEDULE
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PARKING LOT
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SCALE:
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NONE
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-
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8
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NONE
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SIDEWALK DETAIL
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CONCRETE SIDEWALK
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X
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X
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X
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X
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X
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SLOPE 1.5%%%
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X
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4"
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1'-3"
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GROUND
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EXISTING
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REDUCES DAMAGE TO EQUIPMENT
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AIDS IN COMPLETE SNOW REMOVAL
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ELIMINATES TIRE DAMAGE / NO SHARP EDGES
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AIDS IN DRAINAGE, REDUCES EROSION
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ASPHALT CURB APPLICATIONS:
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3.
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2.
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1.
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2
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3 MIN.
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1
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AND SEEDING
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3" TOPSOIL
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6"
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1
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12"
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3"
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BINDER COURSE
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CONCRETE DENSE
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GRAVEL SUBBASE
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8" TYPE 2
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1-1/2" ASPHALT
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CONCRETE
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TOP COURSE
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2-1/2" ASPHALT
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1-1/2" ASPHALT CONCRETE TOP COURSE - TYPE 6
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2-1/2" ASPHALT CONCRETE DENSE BINDER COURSE - TYPE 3
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8" ITEM 4 SUBBASE
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CROSS REFERENCE:
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SCALE:
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NONE
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-
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6
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NONE
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STORM SEWER CORRUGATED HDPE PIPE BEDDING
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THE MANUFACTURER.
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Bd
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Bc
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Bc
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ID
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12"MIN
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BEDDING
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PIPE ZONE
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CAREFULLY PLACED AND
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PIPE ZONE BACKFILL
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BACKFILLED TO PROTECT PIPE
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Bc/4, 4"MIN
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4.0'
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Bd(ft)
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TRENCH DIMENSIONS
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9"
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ID/4
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Bc
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41"
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Bc/4
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OPTIONAL EXTRA BEDDING AOBE
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10.25"
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ID
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36"
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36"
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SIZE
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NOMINAL
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NOTES:
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3. GASKETS SHALL CONFORM TO ASTM F477.
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1. STORM SEWER PIPE TO BE HANCOR OR APPROVED EQUAL W/ SMOOTH WALL.
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2. ALL SLEEVES SHALL BE WATERTIGHT.
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5. FITTINGS SHALL BE IN CONFORMANCE WITH AASHTO M294.
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CORRUGATED HDPE PIPE
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PIPE DIMENSIONS
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(d)
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ROCK
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BELOW PIPE
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EXCAVATION
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4. GASKETS AND SLEEVES SHALL BE LUBRICATED AS RECOMMENDED BY
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6"
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CRUSHED STONE BEDDING
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3.0'
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4.5"
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21.5"
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5.375"
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18"
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18"
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6"
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3.0'
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3"
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15"
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4"
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12"
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12"
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6"
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CROSS REFERENCE:
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SCALE:
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NONE
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-
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2
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NONE
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TRENCH AND BEDDING DETAIL
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ELECTRIC SERVICE
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SELECT GRANULAR PIPE ZONE BACKFILL CAREFULLY PLACED TO PROTECT PIPE
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1'-6" MIN
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3" TOPSOIL AND SEED
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BACKFILL (SEE NOTE BELOW)
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1"
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18" MIN
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4"MIN
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SUBBASE
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TOP COURSE
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BINDER COURSE
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PAVED AREAS
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2'-0"
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1.
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NOTES:
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2.
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COMPACT 6" LIFTS MAX.
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ALL CULVERT BACKFILL SHALL CONFORM TO SECTION 200
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OF THE N.Y.S.D.O.T. STANDARD SPECIFICATIONS.
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ALL EXCAVATION AND TRENCHING SHALL MEET OSHA
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REQUIREMENTS AND ALL STATE AND LOCAL SAFETY
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REGULATIONS, SEE GENERAL NOTES, THIS DRAWING.
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SAND BEDDING
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GRASS AREAS
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STANDARD CAST IRON OR ALUMINUM MANHOLE STEPS AT 12"OC REQ'D WHEN CATCH BASIN DEPTH EXCEEDS 5'-0"
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NOTE:
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PRECAST LID TO BE DESIGNED TO
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WITHSTAND MAX AASHTO H20 TRUCK
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AND SIZE HOLE CAST IN CENTER BY SUPPLIER
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(SEE FRAME AND GRATE TYPE FOR HOLE DIM)
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8" PRECAST LID WITH APPROPRIATE SHAPE
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16,000LBS)
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SIZE AND TYPE REQ'D
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STORM SEWER PIPE OF
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SECTION
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A
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5"MIN WALL
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LOADINGS (MAX WHEEL LOADING
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WOVEN GEOTEXTILE FABRIC
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6"x6" 10/10 WWM
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6"-4,500 PS1 CONCRETE PAD (COLOR: NONE)
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#4 REBAR 3'x3'O.C.
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WOVEN GEOTEXTILE FABRIC TO EXTEND 12" UNDER PAD ON ALL SIDES
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CROSS REFERENCE:
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SCALE:
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NONE
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-
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5
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NONE
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UNDER PARKING SPACES
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CONCRETE PAD
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6" ITEM 4 SUBBASE
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%%USTANDARD DUTY PAVEMENT SECTION
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95% MODIFIED PROCTOR COMPACTED SUBGRADE
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1 1/2" TOP COURSE ASPHALT, ITEM 402.128101
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2 1/2" BINDER COURSE ASPHALT, ITEM 402.258901
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12" SUBBASE COURSE, ITEM 304.11
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CROSS REFERENCE:
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SCALE:
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NONE
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-
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1
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NONE
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TYPICAL D.O.T. PAVEMENT SECTIONS
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3 1/2" BASE COURSE ASPHALT. ITEM 402.378901
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CROSS REFERENCE:
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SCALE:
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NONE
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-
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11
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NONE
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TRENCH AND BEDDING DETAIL
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COPPER WATER LATERAL
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SELECT GRANULAR PIPE ZONE BACKFILL CAREFULLY PLACED TO PROTECT PIPE
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4'-0" MIN
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3" TOPSOIL AND SEED
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BACKFILL (SEE NOTE BELOW)
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1"
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12" MIN
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4"MIN
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SUBBASE
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TOP COURSE
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BINDER COURSE
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PAVED AREAS
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2'-0"
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1.
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NOTES:
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2.
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COMPACT 6" LIFTS MAX.
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ALL CULVERT BACKFILL SHALL CONFORM TO SECTION 200
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OF THE N.Y.S.D.O.T. STANDARD SPECIFICATIONS.
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ALL EXCAVATION AND TRENCHING SHALL MEET OSHA
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REQUIREMENTS AND ALL STATE AND LOCAL SAFETY
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REGULATIONS, SEE GENERAL NOTES, THIS DRAWING.
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SAND BEDDING
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GRASS AREAS
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CROSS REFERENCE:
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SCALE:
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NONE
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-
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10
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NONE
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COPPER WATER SERVICE PIPE
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FINISHED GRADE
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CURB BOX
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CURB STOP
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TEMP. CAP OR PLUG
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AS NECESSARY
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SOLID CONCRETE BEARING
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BLOCK OR C.I. FOOT
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45%%d
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WITH FLARED
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FITTINGS
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CORPORATION STOP
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WATER MAIN
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5' MIN
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NOTE:
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CORPORATION STOP, CURB BOX AND STOP
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BY MEULLER, OR APPROVED EQUAL.
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CROSS REFERENCE:
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SCALE:
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NONE
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-
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3
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NONE
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CONCRETE SIDEWALK DETAIL
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6" ITEM 4
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SUBBASE
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6" ITEM 4
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SUBBASE
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TO BE USED AT END OF
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WORK DAY IF WALK IS TO
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BE POURED IN SUCCESSIVE DAYS.
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6" ITEM 4
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SUBBASE
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3" TYPICAL
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FIXED OBJECT OR
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EXISTING SIDEWALK
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TYPICAL
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1/4"R
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X
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X
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X
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1/4"
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6x6-W2.9xW2.9 W.W.F.
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PLANS
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X
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X
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X
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6x6-W2.9xW2.9 W.W.F.
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1/4"R
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20' O.C. OR AS SHOWN ON
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TYPICAL
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PREMOLDED EXPANSION JOINT
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FILLER AND SEALER APPROX.
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3" TYPICAL
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X
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X
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X
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CUT ALTERNATE
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WIRES AT JOINT
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6x6-W2.9xW2.9 W.W.F.
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TOOLED JOINT WITH
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1/4" R AND SEALER
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X
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X
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X
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3" TYP
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4/3
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X
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6"
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X
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X
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X
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X
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1/4" R AND SEALER
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TOOLED JOINT WITH
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X
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4/3
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COMPACTED SUBGRADE
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3"
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6"
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COMPACTED SUBGRADE
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TOOLED JOINT 5'-0" O.C.
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OR AS SHOWN ON PLANS
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X
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X
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X
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X
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X
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6"
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COMPACTED SUBGRADE
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(1/4" R AND SEALER)
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4/5
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MIN
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4/3
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EXPANSION JOINT
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CONTRACTION JOINT
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CONSTRUCTION JOINT
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X
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1/2"
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3"
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NOTES: 1. ALL EXPOSED SURFACES TO HAVE BROOMED TEXTURE. ALL EXPOSED SURFACES TO HAVE BROOMED TEXTURE. 2. JOINTS SHALL NOT BE SAW CUT. JOINTS SHALL NOT BE SAW CUT. 3. WHERE IT IS ANTICIPATED THAT A CONCRETE SURFACE WILL HAVE SALT OR WHERE IT IS ANTICIPATED THAT A CONCRETE SURFACE WILL HAVE SALT OR CALCIUM CHLORIDE APPLIED, THAT SURFACE SHALL BE TREATED WITH AN APPROVED WATER PROOFING MATERIAL. 4. THICKNESS OF SIDEWALK (D) TO BE 6" AT DRIVEWAY CROSSINGS AND 4" AT ALL THICKNESS OF SIDEWALK (D) TO BE 6" AT DRIVEWAY CROSSINGS AND 4" AT ALL OTHER LOCATIONS. 5. CONCRETE MIX TO BE 4,000 P.S.I. CONCRETE MIX TO BE 4,000 P.S.I. 6. SIDEWALKS WITHIN THE STATE RIGHT-OF-WAY MUST BE CONSTRUCTED PER SIDEWALKS WITHIN THE STATE RIGHT-OF-WAY MUST BE CONSTRUCTED PER NYSDOT STANDARDS AND SPECIFICATIONS (ITEM 608.0101 - CONCRETE SIDEWALKS AND DRIVEWAYS) AND MUST USE CLASS D CONCRETE WITH WIRE MESH
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NOTE: A SQUARE OR RECTANGULAR PRECAST REINFORCED CONCRETE STRUCTURE MAY BE SUBSTITUTED IF CONDITIONS ALLOW.
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FINISHED GRADE
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GRADE ADJUSTMENT
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A
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8"
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LID
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MORTAR PARGET OUTSIDE
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1/2 " PORTLAND CEMENT
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8" BLOCK
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30"SQ HOLE
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30" MIN.
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GRADE
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MORTAR
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FILLET
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& CONC BRICK TO
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CEMENT
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SOLID CONC BLOCK
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SHAPE & SIZE OF OPENING
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TO MATCH FRAME & GRATE
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INSIDE JOINTS NEATLY
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STRUCK AND POINTED
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GASKET
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LOWEST PIPE
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INVERT
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8"
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BASE
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CATCH BASIN OUTSIDE DIA
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DEEP, 1' MIN LARGER ALL AROUND THAN
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REQ'D BY SPECIFICATIONS OR AOBE
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1'-0"
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MIN
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%%uTYPICAL SECTION
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UNDISTURBED EARTH OR ROCK
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STANDARD - CRUSHED STONE OR R.O.B. GRAVEL 6"-12"
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ALTERNATE - CAST IN PLACE REINFORCED CONCRETE AS
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(NOT SHOWN)
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SUB-BASE
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PRECAST REINFORCED CONCRETE STANDARD MANHOLE
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SECTIONS AS MANUFACTURED BY FORT MILLER CO. INC.,
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FORT MILLER, NY, OR APPROVED EQUAL (SEE NOTE 1)
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CATCH BASIN DEPTH INCREASES
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WITH RISER SECTIONS AS REQ'D
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BUTYL ROPE
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CROSS REFERENCE:
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SCALE:
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NONE
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-
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4
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NONE
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DRAINAGE CATCH BASIN
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PRECAST CONCRETE
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FRAME AND COVER NO.2816B AS
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MANUFACTURED BY SYRACUSE
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OR APPROVED EQUAL
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CASTINGS COMPANY, CICERO, NY,
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%%UCATCH BASINS
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ADD SNOUT TO OUTLET PIPE IN ALL CB'S
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ANTI-SIPHON DEVICE
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SNOUT OIL-DEBRIS HOOD
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*SNOUT NOTE- SUMP DEPTH OF 36" MIN. FOR < OR= 12" DIAM. MIN. FOR < OR= 12" DIAM. FOR < OR= 12" DIAM. OUTLET. FOR OUTLETS >OR= 15", DEPTH= 2.5-3X DIAM.
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*1'-0"
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SUMP
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OR AOBE
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1" (TYPE K)
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COPPER TUBING
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1" (TYPE K)
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COPPER TUBING
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X
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X
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X
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X
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PIN SIDEWALK TO FOUNDATION W/#4 REBAR EVERY 4'
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CLOSED CELL FOAM EXPANSION JOINT AT BUILDING
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X
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X
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X
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X
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PIN CONCRETE PARKING SPACES TO SIDEWALK W/#4 REBAR EVERY 4'
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BLACKTOP PARKING LOT
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SLOPE PER GRADING PLAN
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PIN CONCRETE PARKING SPACES TO SIDEWALK W/#4 REBAR EVERY 4'
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CONCRETE SIDEWALK
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SEAL W/KURE-N-SEAL SURFACE 519
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SEAL W/KURE-N-SEAL SURFACE 519
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4" DIA. STEEL BOLLARD (20 GA.) (VERIFY SPACING BEFORE INSTALLING)
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A
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6" PVC SLEEVE, SAND FILLED IN VOID SPACE
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DETAIL "A"
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4" DIA. STEEL BOLLARD
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SIKAFLEX 1C SL (SELF-LEVELING) CAULKING OR EQUAL
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1/2" CLOSED CELL FOAM
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CONCRETE PARKING SPACE
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6" PVC SLEEVE
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SAND
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CONCRETE
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CROSS REFERENCE:
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SCALE:
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NONE
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-
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12
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NONE
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TRENCH AND BEDDING DETAIL
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PVC SEWER LATERAL
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2" RIGID INSULATION OVER & DOWN SIDES OF PIPE
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TO PROTECT PIPE
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BACKFILL (SEE NOTES BELOW)
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3" TOPSOIL AND SEED
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PIPE ZONE BACKFILL
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CAREFULLY PLACED
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4"
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BEDDING
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PIPE ZONE
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6"MIN
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3/8" CRUSHED STONE BEDDING
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SUBBASE
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BINDER COURSE
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TOP COURSE
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12"MIN
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2'-0"
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PAVED AREAS
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GRASS AREAS
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NOTES: 1. SATISFACTORY SOILS: ASTM D 2487 SOIL CLASSIFICATION GROUP SATISFACTORY SOILS: ASTM D 2487 SOIL CLASSIFICATION GROUP (UNIFIED CLASSIFICATION SYSTEM) GW, GP, GM, SW, SW, SM, SC, ML, AND CL OR A COMBINATION OF THESE GROUP SYMBOLS; FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATTER. 2. SELECT EARTH BACKFILL SHALL BE FREE OF DEBRIS, ROOTS, SELECT EARTH BACKFILL SHALL BE FREE OF DEBRIS, ROOTS, FROZEN MATERIALS, ORGANIC MATTER, ROCK, OR GRAVEL LARGER THAN 1 INCH IN ANY DIMENSION, OR OTHER HARMFUL MATTER 3. ALL EXCAVATION AND TRENCHING SHALL MEET OSHA ALL EXCAVATION AND TRENCHING SHALL MEET OSHA REQUIREMENTS AND ALL STATE AND LOCAL SAFETY REGULATIONS.
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CROSS REFERENCE:
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SCALE:
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NONE
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-
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13
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NONE
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CURBING (NYSDOT VF150)
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CAST IN PLACE CONCRETE
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1
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2
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1
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2
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SAW CUT EXISTING PAVEMENT AS NECESSARY
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FINISHED GRADE
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ASPHALT PAVEMENT
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FACE OF CURB SET VERTICAL
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COMPACTED SUBGRADE
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UNDERCUTS TO BE BACKFILLED WITH CRUSHED STONE.
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COMPACTED SUBGRADE OR FILL
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1" BATTER
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6"
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CURB
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CONCRETE
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6"
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GRAVEL
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REPLACE
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IN-KIND
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PAVING
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1/2"R
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REVEAL
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6" ACROSS ENTRANCES 4" ELSEWHERE
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6" ACROSS ENTRANCES 4" ELSEWHERE
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6" ACROSS ENTRANCES 4" ELSEWHERE