Commerical Project

DRAWING NUMBER

PROJECT NUMBER

SHEET NAME

PROJECT NAME

TS-001

TITLE SHEET

COMMERICAL PROJECT

364-92846

SITE

COMMERICALSITE PLAN

NORTH SERVICEROAD ANDROBINSON AVENUETOWN OF ISLIPSUFFOLK COUNTY,NEW YORK

TAX CODE:0500-334-10-60

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PROJECT NUMBER

SHEET NAME

PROJECT NAME

CS-001

DEMOLITION PLAN

COMMERICAL PROJECT

364-92846

SCALE: 1:50 (IN FEET)

50' 100'0 200'

Sheet ListSheet Number Sheet Title

TS-001 TITLE SHEETCS-001 DEMOLITION PLANCS-100 ALIGNMENT PLANCS-200 DRAINAGE PLANCS-201 GRADINGCS-401 LANDSCAPING PLANCS-600 DETAIL SHEETCS-601 DETAIL SHEETCS-603 DETAIL SHEET

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32

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34

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36

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34

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36

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44

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375'-10"

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S72°39'44"W

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N04°12'49"W

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376'-2"

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S04°23'52"E

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NORTH SERVICE ROAD

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ROBINSON AVENUE

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46

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345'-10"

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345'-10"

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A

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B

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SITE DATA TOWN OF ISLIP, SUFFOLK COUNTY, NEW YORK EXISTING ZONING DISTRICT: RESIDENTIAL DISTRICT PROPOSED ZONING DISTRICT: BUSINESS 1 DISTRICT TAX MAP: DIST: 0500; SEC: 334; BLK: 010; LOT: 060 EXISTING USE: RESIDENTIAL DWELLING PROPOSED USE: RESTAURANT & STARBUCKS SITE AREA 2.9 ACRES

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CATCH BASIN TO BE REMOVED CONCRETE WALL TO BE REMOVED

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DEMOLITION LEGEND

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A

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B

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SLIT FENCE CONSTRUCTION ENTRANCE

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EROSION CONTROL LEGEND

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PROJECT NUMBER

SHEET NAME

PROJECT NAME

CS-100

ALIGNMENT PLAN

COMMERICAL PROJECT

364-92846


50' 100'0 200'

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16

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9

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11

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16

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16

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6

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1

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2

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2

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48

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6

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PROPOSED RESTAURANT FIRST FLOOR AREA = 8245 SF BAR AREA = 400 SF OUTDOOR EATING AREA = 1202 SF 1202 SF TOTAL FLOOR AREA = 9847 SF FFE = 41.5

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OUTDOOR SEATING

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PROPOSED STARBUCKS FIRST FLOOR AREA = 2052 SF FFE = 35.5

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STOP

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STOP

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STOP

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46

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S72°39'44"W

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N04°12'49"W

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S04°23'52"E

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NORTH SERVICE ROAD

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ROBINSON AVENUE

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PROPOSED HANICAP SIGN (TYP. 2)

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PROPOSED NO PARKING SIGN (TYP. 2)

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PROPOSED HANICAP SIGN (TYP. 2)

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PROPOSED NO PARKING SIGN (TYP. 2)

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PROPOSED 5' CONCRETE SIDEWALK ALONG ROBINSON AVENUE

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PROPOSED GRASSED AREA BETWEEN PROPSED SIDEWALK AND CURBING

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PROPOSED CONRETE CURB ALONG ROBINSON AVENUE

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PROPOSED 5' CONCRETE SIDEWALK ALONG ROBINSON AVENUE

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PROPOSED CONRETE CURB ALONG ROBINSON AVENUE

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PROPOSED ACCESSIBLE RAMP (TYP.)

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PROPOSED CONCRETE SIDEWALK WITH ACCESSIBLE RAMP (TYP) ALONG ROBINSON AVENUE

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PROPOSED CONCRETE SIDEWALK WITH ACCESSIBLE RAMP (TYP) ALONG NORTH SERVICE ROAD

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PROPOSED CONCRETE SIDEWALK WITH ACCESSIBLE RAMP (TYP) ALONG NORTH SERVICE ROAD

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PROPOSED 5' CONCRETE SIDEWALK ALONG NORTH SERVICE ROAD

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PROPOSED CONRETE CURB ALONG NORTH SERVICE ROAD

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PROPOSED 5' CONCRETE SIDEWALK ALONG NORTH SERVICE ROAD

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PROPOSED CONRETE CURB ALONG NORTH SERVICE ROAD

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PROPOSED STOP SIGN

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PROPOSED DO NOT ENTER SIGN

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PROPOSED DO NOT ENTER SIGN

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PROPOSED ONE WAY SIGN

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PROPOSED DUMPSTER W/ 6' OPAQUE METAL GATES AND BRICK ENLOSURE

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PROPOSED LOADING AND UNLOADING ZONE

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PROPOSED STOP SIGN

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R 1'-6"

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R 3'

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R 2'-6"

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R 5'

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R 3'-7'"

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R 1'-6"

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R 3'

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R 5'

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R 3'

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R 3'

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PARKING CALCULATIONS: REQUIRED - RESTAURANT: THE CURRENT TOWN CODE REQUIRES A PARKING RATIO OF 1 PARKING SPACE FOR EVERY 100 SF OF GROSS FLOOR AREA. PLUS 1 PARKING SPACE FOR EACH 12 SF OF STANDING ROOM AT THE BAR AREA. 1ST FLOOR 8245 SF/100 SF = 83 PARKING STALLS REQUIRED BAR 400 SF/12 SF = 34 PARKING STALLS REQUIRED TOTAL: 117 PARKING STALLS REQUIRED DRIVE-THRU STARBUCKS: THE CURRENT TOWN CODE REQUIRES A PARKING RATIO OF 3.5 PARKING SPACE FOR EVERY 100 SF OF GROSS FLOOR AREA. 1ST FLOOR 2052 SF/ 100 SF = 21 PARKING STALLS REQUIRED TOTAL PARKING: 138 PARKING STALLS REQUIRED 5 HANDICAP SPACES REQUIRED PROVIDED - 170 - 9' X 19' PARKING STALLS 9 - 9' X 19' HANDICAPPED ACCESSIBLE STALLS 179 TOTAL SPACES PROVIDED

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SITE DATA TOWN OF ISLIP, SUFFOLK COUNTY, NEW YORK EXISTING ZONING DISTRICT: RESIDENTIAL DISTRICT PROPOSED ZONING DISTRICT: BUSINESS 1 DISTRICT TAX MAP: DIST: 0500; SEC: 334; BLK: 010; LOT: 060 EXISTING USE: RESIDENTIAL DWELLING PROPOSED USE: RESTAURANT & STARBUCKS SITE AREA 2.9 ACRES

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FRONT YARD SETBACK: 25' & 15' REAR YARD SETBACK: 10' SIDE YARD SETBACK: 10' MAX BUILDING HEIGHT: 35' MAX FLOOR AREA RATIO: 0.40

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PROPOSED SITE PLAN LEGEND

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PROPERTY LINE PARKING SPACE COUNT HANDICAP ACCESSIBLE PARKING SPACE (9'-19' TYP) PROPOSED CONCRETE SIDEWALK/PAVEMENT PROPOSED BUILDING ENTRANCE/EXIT PROPOSED PAVEMENT HATCHING PROPOSED SIGN PROPOSED CATCH BASIN PROPOSED FENCING ALONG INNER PROPERTY LINE

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PROJECT NUMBER

SHEET NAME

PROJECT NAME

CS-200

DRAINAGE PLAN

COMMERICAL PROJECT

364-92846


60' 120'0 180'

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OUTDOOR SEATING

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36

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S72°39'44"W

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N04°12'49"W

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S04°23'52"E

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NORTH SERVICE ROAD

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ROBINSON AVENUE

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42

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34

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44

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40

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38

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36

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38

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DW-14

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DW-13

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DW-12

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DW-11

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DW-10

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DW-9

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DW-8

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DW-17

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DW-20

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DW-19

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DW-18

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DW-1

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DW-2

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DW-3

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DW-4

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DW-5

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DW-6

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DW-7

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CB-6

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DW-15

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CB-8

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CB-9

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DW-16

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CB-7

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CB-1

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DW-1

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DW-1

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CB-2

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CB-3

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CB-4

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DW-21

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DW-22

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DW-23

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DW-24

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CB-5

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CB-11

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CB-10

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CB-12

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LEGEND

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PROPOSED CATCH BASIN PROPOSED 10' DIA DRYWELL W/ SOLID COVER PROPSED 10' DIA DRYWELL W/ GRATED COVER PROPOSED 10 DIA LEACHING POOL W/ MANHOLE COVER PROPOSED 8 DIA SEPTIC TANK PROPOSED DRAINAGE LINE EXPANSION LEACHING POOL EXPANSION SANITARY PIPE PROPOSED CONTOURS

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DRAINAGE CALCULATIONS BUILDING(S) 10,697.00 SF 10,697.00 SF IMPERVIOUS 75,203.50 SF 75,203.50 SF LANDSCAPE 17,231.10 SF 17,231.10 SF TOTAL 103,132.00 SF 103,132.00 SF USING A PROPOSED 8' STACK TOTAL STORAGE DEPTH PROVIDED = 27 VF

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SEPTIC DESIGN SEPTIC SYSTEM - 9847 SF RESTAURANT DENSITY CALCULATIONS: GROUND WATER MANAGEMENT ZONE VII (600 GDP) ALLOWABLE SANITARY FLOW RATE = 600 GDP/AC 600 GDP/AC X 0.198 AC = 118.8 GDP TOTAL DENSITY LOAD 8645 SF X 10 GDP/SEAT = 86,450 GDP PROPOSED DENSITY = 86,450 > 600 GDP/AC MUST USE ON-SITE SEWAGE SYSTEM SEPTIC SYSTEM - 2052 SF STARBUCKS DENSITY CALCULATIONS: GROUND WATER MANAGEMENT ZONE VII (600 GDP) DESIGN FLOW 2052 SF X 0.03 GDP/SF = 61.56 GDP ALLOWABLE DENSITY = 600 GDP/AC 61.56 GDP/AC X 0.047 AC = 2.89 GDP PROPOSED DENSITY 2.89 < 600 GDP/AC SEPTIC TANK DESIGN REQUIRED: 61.56 X 2 DAYS = 123.12 GAL < 900 GDP (MIN) PROVIDED: (1) 8' DIAMETER X 4' LIQUID DEPTH TANK = 1200 GAL SANITARY LEACHING POOL DESIGN REQUIRED: 123.12 GDP/(1.5 GAL/FT) = 82.08 SF < 600 SF (MIN) 600 SF (31.4 SF/FT) = 19.11 FT PROVIDED: (2) 10' DIAMETER X 10' EFFECTIVE DEPTH SANITARY LEACHING POOL

DRAWING NUMBER

PROJECT NUMBER

SHEET NAME

PROJECT NAME

CS-201

GRADING

COMMERICAL PROJECT

364-92846SCALE: 1:50 (IN FEET)

50' 100'0 200'

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32

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34

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36

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38

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40

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34

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36

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38

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40

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S72°39'44"W

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N04°12'49"W

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S04°23'52"E

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NORTH SERVICE ROAD

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ROBINSON AVENUE

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GUARD RAIL

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42

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34

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44

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40

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36

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34

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01

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CUT

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TOTAL CUT: 39160.5 SQFT 1450.39 BCY TOTAL FILL: 21780.0 SQFT 806.667 BCY WASTE: 17380.5 SQFT 17380.5 SQFT 643.723 BCY

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LEGEND

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EXISTING

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PROPOSED

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CONTOUR LINE

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CONTOUR LINE

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PROPERTY LINE

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10

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FILL

DRAWING NUMBER

PROJECT NUMBER

SHEET NAME

PROJECT NAME

CS-401

LANDSCAPING PLAN

COMMERICAL PROJECT

364-92846SCALE: 1:60 (IN FEET)

60' 120'0 180'

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OUTDOOR SEATING

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(2)LSLS

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(2)LSLS

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(2)LSLS

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(2)ARAR

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(2)ARAR

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(3) AL

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(1) AL AL

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(1)ARAR

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(1)ALAL

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(2)LSLS

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(2)ARAR

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(1) AR AR

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(1)ALAL

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(2)LSLS

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(1)ARAR

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(1)MVMV

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(1)MVMV

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(4)ALAL

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(1)ARAR

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(1) LS

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(1)ARAR

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(1) PT PT

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(1)TOTO

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(15) TO TO

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(4)PTPT

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(6)MSMS

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(10)MSMS

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(2)MVMV

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(25)RRRR

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(14)PAPA

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(24)SBASBA

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(20)HCHC

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(1)CJCJ

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(20)PAPA

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(35)JCSJCS

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(1)ALAL

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(1)ALAL

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(1)LSLS

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(1)ARAR

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(1)CJCJ

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(1) PT PT

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(1) PT PT

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(1) PT PT

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(1) PT PT

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(1) PT PT

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(1) PT PT

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(1) PT PT

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(1) PT PT

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(1) PT PT

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(1)TOTO

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(1)TOTO

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(1)TOTO

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(1)TOTO

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(1)CJCJ

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(1)CJCJ

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(1)CJCJ

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(1)TOTO

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(1)TOTO

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(1)TOTO

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(1) PT PT

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(1) PT PT

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(1) PT PT

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(1) PT PT

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(30)IGIG

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(24)SBASBA

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(24)PAPA

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(30)IGIG

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(30)IGIG

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(15)RRRR

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(18)SBASBA

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(18)SBASBA

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(26)SBGSBG

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(2)IMIM

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(2)IMIM

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(2)HMHM

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(2)HMHM

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S72°39'44"W

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N04°12'49"W

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S04°23'52"E

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NORTH SERVICE ROAD

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ROBINSON AVENUE

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PROPOSED DECIDUOUS TREES PROPOSED EVERGREEN TREES PROPOSED SHRUBS

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LANDSCAPING LEGEND

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4" Depth of compost, install and mix with planting backfill mixture

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Shredded Bark Mulch at 4" Depth

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Set top of Rootball 1" Above Finish Grade

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Soil Saucer, Top with Mulch

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Prepared Planting Mixture 25% Compost 75% Topsoil PH Range: 6.7 to 7.0 5 LBS. Type 1 -Root Growth Enhancer per cubic yard of mixture

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Do Not Excavate lower than ball depth. If excavated below the ball depth backfill and compact to prevent settlement.

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Remove Burlap from top of planting ball13 of planting ball

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NOTES: REMOVE ALL PLASTIC & WIRE TABS. DO NOT CUT BURLAP FROM SIDES OF BALL. REMOVE ALL PLASTIC CORDS FROM TREE BALL, IF PRESENT

DRAWING NUMBER

PROJECT NUMBER

SHEET NAME

PROJECT NAME

CS-600

DETAIL SHEET

COMMERICAL PROJECT

364-92846

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Compacted aggregate base

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Compacted subgrade

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Cast-In-Place Concrete (4,000 PSI) with light broom finish

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6X6-W3XW3 WWM

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FG

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CONCRETE PAVEMENT

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PARKING

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Finish Grade

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38" wide full depth, expansion joint

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Compacted subgrade

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DROP CURB AT PEDESTRIAN RAMP

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PARKING

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PAVEMENT ARROW PAINTING DETAIL

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PARKING

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PAVEMENT ARROW PAINTING DETAIL (STRAIGHT)

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PARKING

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Concrete pavement beyond

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Where cong. curb abuts conc. pavements use " 12" pre-moulded expansion joint filler, recessed ." See detial 12." See detial for expansion joint

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1 " radius on top outside edges. " Radius on curb back12" radius on top outside edges. " Radius on curb back14" Radius on curb back

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Concrete curb with " slip dowel, 24" long at all expansion 34" slip dowel, 24" long at all expansion joints. Concrete to be 4000 psi, air enterained. Exposed finishes to be smooth

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Pavement Surface.

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Min. Compaction - 95 % Max. Density

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TYPICAL CONCRETE CURB

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PARKING

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Building Wall

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Premolded, full depth joint filler

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Building Foundation

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Sealant, color to match color of concrete

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FG

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Building Wall

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Enlargement Above

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12" Wide full depth expansion joint filler

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Concrete Pavement

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6X6-W3XW3 WWF

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Compacted aggregate base

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TYPICAL CONCRETE SIDEWALK AT BUILDING WALLS

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PARKING

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Compacted subgrade

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Air-trained concrete average compressive strength of 4,000 PSI @ 28 Days

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18' Min. Variable Height depends on pavement design

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6" Topsoil

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4" Concrete Sidewalk 4000 PSI

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6" Selected Fill

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6" Topsoil

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14" Premolded Joint Filler

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)

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5" NYSDOT Bituminous Base Course (Item 201)

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)

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New Asphalt Course 2" NYSDOT 6F TOP Bituminous Surface Course

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Existing Base Course

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Existing Asphalt Pavement

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Saw Cut

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NOTES: 1. ALL DIMENSIONS VARIABLE AS DIRECTED BY THE TOWN ENGINEER. ALL DIMENSIONS VARIABLE AS DIRECTED BY THE TOWN ENGINEER. 2. ALL CONCRETE CURING COMPOUND SHALL BE APPLIED TO ALL EXPOSED SURFACES. ALL CONCRETE CURING COMPOUND SHALL BE APPLIED TO ALL EXPOSED SURFACES. 3. WHERE SIDEWALKS CROSS DRIVEWAYS OR FOR CURB CUTS, THE CONCRETE SHALL BE SIX (6") IN DEPTH WHERE SIDEWALKS CROSS DRIVEWAYS OR FOR CURB CUTS, THE CONCRETE SHALL BE SIX (6") IN DEPTH WITH WIRE MESH, 6"X6" 6 GAUGE. 4. THE CONTRACTOR SHALL SAWCUT THE EXISTING PAVEMENT. PRIOR TO INSTALLING THE NEW ASPHALT THE CONTRACTOR SHALL SAWCUT THE EXISTING PAVEMENT. PRIOR TO INSTALLING THE NEW ASPHALT PAVEMENT IN THE RIGHT OF WAY, THE CONTRACTOR SHALL INSPECT THE CROSS SECTION OF THE EXISTING PAVEMENT FOR DEPTH AND MATERIALS.

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GILLETTE AVENUE CROSS SECTION

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PARKING

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HANDICAP PARKING LAYOUTS

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CURB

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Loading

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No Parking

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24 Hours

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Zone

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STANDARD PARKING LAYOUT

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ADVANCED SIGN LAYOUT

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1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

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2. DO NOT SCALE DRAWINGS.

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NOTES:

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PARKING

http://www.CADdetails.com

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CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info

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REFERENCE NUMBER 000-240.

http://www.CADdetails.com

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3.

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PAVEMENT ARROW PAINTING DETAIL (TURN)

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PARKING

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CURB

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CURB Transition

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SIDEWALK CURB RAMP TYPE 6

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PARKING

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FLUSH SMOOTH TRANSITION

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WARP TO MEET

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1 " NYSDOT 6F Top 12" NYSDOT 6F Top Bituminous Surface Course

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5" NYSOT Bituminous Base Course (Item 201)

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Compacted 12" NYSDOT Granular Sub-Base

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Compacted Subgrade

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FG

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VEHICULAR ON SITE ASPHALT PAVEMENT

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PARKING

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12

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1

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FG

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Concrete Walkway Pavement (SEE CS-600)

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38" Wide Full Depth Continuous Expansion Joint Between Curb & Concrete Pavement (Typ at All Edges of Ramp)

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Concrete Pavement

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6X6-W3XW3 WWF

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Compacted aggregate base course

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Compacted subgrade

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CAST-IN-PLACE CONCRETE WITH BROOM FINISH

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CAST-IN-PLACE WALKWAY PAVEMENT (SEE PLAN FOR JOINT SPACING)

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TRANSITION FLARE - WALKWAY PAVEMENT OR LAWN AREA, SEE PLAN FOR SPECIFIC CONDITION.

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12" WIDE FULL DEPTH CONTINUOUS EXPANSION JOINT BETWEEN CURB & CONCRETE PAVEMENT (TYP AT ALL EDGES OF RAMP)

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TRANSITION CURB (TYP BOTH SIDES)

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FLUSH INTEGRAL CURB WITH " LP12" LP

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PARKING

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TYPICAL PEDESTRIAN RAMP WITHIN WALKWAY

DRAWING NUMBER

PROJECT NUMBER

SHEET NAME

PROJECT NAME

CS-601

DETAIL SHEET

COMMERICAL PROJECT

364-92846

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FINISH GRADE

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8"

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4"

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4"

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4"

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2'-4"

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3'-0"

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4" GRAVEL

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CONC. SPILLWAY

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DRAINAGE

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CONCRETE SWALE - DETAIL 2

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8" PERFORATED DRAIN PIPE

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LAWN AREA

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COARSE AGGREGATE

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(GRAVEL)

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WRAPPED WITH FILTER CLOTH

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AND SLOPED FOR DRAINAGE

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(SLOPED TO DRAIN)

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EARTH

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DRAINAGE

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FRENCH DRAIN

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AND #4 STIRRUPS WITH 8 INCH LEGS AT 12 INCHES O.C.

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REINFORCE TRENCH DRAIN WITH 7 #4'S CONTINUOUS

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WITH 6 MIL VAPOR BARRIER

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6" THICK, 4000 PSI CONCRETE

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WITH TYPE "A" GRATED COVER

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HEAVY DUTY TRENCH FRAME

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"NEENAH" R-4990-CX

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6 IN. PVC PIPE

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REINFORCED CONCRETE SLAB SLOPED TO DRAIN

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TOWARD OUTFALL PIPE AT 1/4 INCH PER FOOT MIN.

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DEPTH OF TRENCH DRAIN VAIRES - SLOPE BOTTOM TO DRAIN

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NOTE:

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12"

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DRAINAGE

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TRENCH DRAIN - 12" DEEP

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CAST IRON FRAME AND COVER TO GRADE TIGHT FITTING TO PREVENT INSECT AND SURFACE WATER ENTRANCE. CAPABLE OF H-20 LOADING.

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DRAINAGE

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SEPTIC TANK

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8'-0"

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4"

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4"

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4"

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18"

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8"

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1'-8"

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1'-8"

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2'-0"

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2'-0"

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DRAWING NUMBER

PROJECT NUMBER

SHEET NAME

PROJECT NAME

CS-603

DETAIL SHEET

COMMERICAL PROJECT

364-92846

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CONCRETE NOTCHED TO FIT GRATE

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PER PLAN

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6" O.C. E.W.

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TOP ELEV. PER PLAN

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INV. ELEV.

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6"

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CONCRETE

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#3 REBAR

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6" DRAIN PIPE

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METAL FRAME AND GRATE

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CATCH BASIN

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DRAINAGE

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6"

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6"

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2'-0"

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EARTH

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COMPACTED BASE

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4" REINFORCED CONCRETE

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8"

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FINISH GRADE

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CONCRETE SWALE - DETAIL 1

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DRAINAGE

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CONCRETE SLAB

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1" FLAGSTONE PAVING

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2" FLAGSTONE GRATE

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(DO NOT MORTAR IN)

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3/4" DRAIN HOLES

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6" PVC DRAIN PIPE

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TIE TO DRAINAGE SYSTEM

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COMPACT EARTH

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1'0"

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1'0"

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DRAINAGE

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INLET

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SOILS WITHIN 9" OF PAVEMENT SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY PER AASHTO T-99

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PAVEMENT SUBGRADE (WHERE APPLICABLE)

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SOILS IN EXCESS OF 9" BELOW PAVEMENT SUBGRADE COMPACTED TO 90% AASHTO T-99

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CLASS IV RCP

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CLASS I, II, III OR IV COMPACTED BACKFILL MATERIAL IN ALL PIPE ZONES, PER USCS UNIFIED SOIL SOIL CLASSIFICATION SYSTEM

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PRE-SHAPED FOUNDATION OR FLAT FOUNDATION WITH BACKFILL TAMPED INTO PIPE HAUNCHES AT CONTRACTORS DISCRETION

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BEDDING (CLASS I, II, OR III) WHERE UNSUITABLE MATERIAL IS ENCOUNTERED DURING EXCAVATION OF PIPE TRENCHES

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SPRINGLINE

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SAWCUT 2' BEYOND TRENCH FOR PAVEMENT RESTORATION WHERE REQUIRED

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NOTE: IF DEPTH OF TRENCH EQUALS OR EXCEEDS 5'-0", THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING AS AN ALTERNATIVE, THE TRENCH WALLS MUST BE CUT BACK TO A 1:1 SLOPE, OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL, WHICHEVER IS MORE SHALLOW

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DRAINAGE

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RCP PIPE TRENCH

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BACKFILL ABOVE SPRINGLINE TO BE PLACED 12" LIFTS

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BACKFILL PLACED ALTERNATELY IN 6" LIFTS ON BOTH SIDES OF PIPE UP TO SPRINGLINE ELEVATION

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SOILS IN EXCESS OF 9" BELOW PAVEMENT SUBGRADE COMPACTED TO 90% AASHTO T-99

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Commerical Project

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