Capstone - Senior C.M. Eng. Tech. Project

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PROPOSED:

ELECTRONICS MANUFACTURER

NEW INDUSTRIAL BUILDING TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD

WIND SPEED (MPH)

20 LB/FT^2

110 MPH

DRAWINGS LIST

SEISMIC DESIGN CATEGORY B

SUBJECT TO DAMAGE FROM WEATHERING FROST LINE DEPTH TERMITE SEVERE

3'-0" BELOW GRADE

MODERATE TO HEAVY

ICE BARRIER UNDERLAYMENT REQUIRED

FLOOD HAZARDS

YES

YES

SYMBOLS LIST

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PREPARED BY: NIKOLETA PETROVA SUNRISE HIGHWAY - NORTH SERVICE Rd. & ROBINSON AVE.

FARMINGDALE STATE COLLEGE 2350 BROADHALLOW ROAD FARMINGDALE, NY 11757

EAST PATCHOGUE, NY 11772 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

LAND N/F CCS. COM USA INC.

D) ' DEE 78.06 L (3 CTUA 69' A 378.

AVENUE

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Y HWA HIG

27) ) (S.R. ROAD VICE H SER

ROBINSON

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

LOT B

E RIS SUN

(NORT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

700.00' ACTUAL (700.00' DEED)

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

18'-0" 2'-9"

4"

4"

11'-10"

2'-9"

10 GA HIP MEMBER BELOW METALROOF, TYP.

MITER & BUTT WELD CORNERS

10 GA CLOSURE TYP. ALL 4 SIDES

STANDING SEAM METAL ROOF 4'-4"

700.00' ACTUAL (700.00' DEED)

T.S. FRAME

9'-0" 4"

4'-4"

T.S. RIDGE - PROVIDE 2X2 HAND HOLE WITH COVER PLATE AT CENTER OF RIDGE TUBE FOR FUTURE ELEC.

24 GA RIDGE & HIP TRIM

STANDING SEAM METAL ROOF

RIDGE TRIM

4 METAL CLOSURE METAL CLOSRE BEYOND

12'X14' OVERHEAD DOOR

I EXIST

T.S. 4"x3"x3/16"

2'-9"

2'-8"

URB ETE C ONCR NG C

PERFORATED METAL PANELS - PAINTED

PERFORATED METAL PANELS

OPENING FOR FUTURE ELECTRICAL T.S. 4"x3"x3/16"

1

ELECTRONICS MANUFACTURER 40,300 S.F.

2"x2" HAND HOLE WITH COVER, EACH COLUMN

12'X14' OVERHEAD DOOR

2'-8" 2

SURFACE 12,500 S.F. (VOL. 32,194 C.F.)

10'X12' OVERHEAD DOOR

T.S. 4"x3"x3/16"

OUTDOOR DECK AREA

RETENTION/DETENTION POND

T.S. FRAME

2'-8"

CONCRETE SLAB 1'-0"

1'-0"

2"x2" HAND HOLE EACH COLUMN

1/2" EXPANSION JOINT MATERIALS TOP OF SLAB

7 12"

3 3" CLR.

FOUNTAIN & WATER PUMPS

1 1/2" CLR.

A

KICK PLATE ACCESS PANEL

1/2" EXPANSION JOIN MATERIALS

12" CONCRETE FOOTING W/ #5 REBAR AT 12" O.C. EACH WAY

COMPACTION

12" CONCRETE FOOTING BEYOND

EXISTING SIDEWALK

SECTION

B

SECTION

TIE BEAM WITH 1-#5 REBAR CONTINUOUS

12' CLEARANCE MIN.

10'-8"

48" MAX HYBRID

HYBRID

6"

SWING GATE (TYP.)

8" 8"x 16" CONCRETE FOOTING W/ 2- #5 REBAR (TYP.)

DROP PIN HOLE (TYP.)

EED) .06' D (378 TUAL 9' AC

PLAN

31"

"R 1/ 2

28" MIN.

9"

EXISTING CONCRETE CURB

NYSDOT PERMANENT EASEMENT: OWNER TO SUBMIT COPY OF NYSDO SGDPW PERMIT FOR WORK WITHIN RIGHT OF WAY.

2.

PROVIDE BUILDING CORNER GUARDS

3.

CONTACT THE ENGINEERING INSPECTOR AT LEAST 24 HOURS PRIOR TO START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SHALL BE CERTIFIED TO THE ENGINEER'S SATISFACTION AT THE APPLICANT'S EXPENSE.

NAME PROPERTY LINE SETBACK LINE LANDSCAPE AREA

3.

4.

3. BUILDING INSPECTOR IS THE PROPER AUTHORITY TO ISSUE PERMITS UNDER THE BUILDING CODE.

5.

ALL UTILITIES TO BE INSTALLED UNDERGROUND

4. THE DIRECTOR OF ENGINEERING, BUILDING, AND HOUSING MUST FIND THE AS-BUILT CONSTRUCTION FUNCTIONAL AND IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS PRIOR TO THE ISSUANCE OF A C.O. (CERTIFICATE OF OCCUPANCY).

6.

ALL DESIGNED LANDSCAPED AREAS TO HAVE MULCH

BUILDING HEIGHT: 20' MIN. DEPTH FRONT YARD: 156' MIN. DEPTH REAR YARD:62' MIN. WIDTH STREET YARD:177' MIN. WIDTH INTERIOR YARD: 230'-9" MIN. LOT WIDTH: 378' MIN. LOT FRONTAGE: 705' PROVIDED BUILDING: 15.6% OF LOT

7.

8.

9.

PLACEMENT OF FILL, INSTALLATION OF RETAINING WALLS, DUMPING OF MATERIAL, EXCAVATION, MINING OR SIMILAR DISTURBANCE OF LAND REQUIRES AN APPROVED SITE PLAN. COMMENCEMENT OF ANY OF THE ABOVE WITHOUT APPROVAL IS PROHIBITED AND SUBJECT TO LEGA ACTION. COUNTY DEDICATION TO BE FILED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. CLEARING LIMIT LINES SHALL BE STAKED OUT BY A LICENSED LAND SURVEYOR AND EITHER SNOW FENCING OR CONSTRUCTION FENCING SHALL BE ERECTED TO PROTECT AREAS FROM DISTURBANCE OR ENCROACHMENT PRIOR TO THE START OF ANY ACTIVITIES ON SITE. FENCING SHALL NOT BE REMOVED PRIOR TO COMPLETION OF FINAL SITE GRADING OPERATIONS.

10. THE CONTRACTOR SHALL CONTACT THE LOCAL UTILITY COMPANIES OR VERIFICATION OF THE LOCATION OF ALL UNDERGROUND UTILITY LINES IN THE AREA OF THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM NEGLECT OR FAILURE TO COMPLY WITH THIS REQUIREMENT.

38,307 S.F.

SITE SIGNAGE TABLE

(STORAGE/LOADING AREA 2000 S.F. NOT INCLUDED)

SYMBOL

LOCATION

REQUIRED PARKING 1 SPACE / 300 S.F. OF OFFICE AREA 4,200 SF OFFICE / 300

14 STALLS

SIGN 1

LEGEND SYMBOL

NAME ASPHALT PAVERS

1 SPACE / 500 S.F. OF INDUSTRIAL AREA 36,100 SF WORK FLOOR/ 500 S.F.

72 STALLS

4 ACCESSIBLE PARKING SPACES/100 SPACES

4 STALLS

3 LOADING SPACES AT OVER 40,000 S.F.

3 DOCKS

LANDSCAPE SIGN 2

PROVIDED PARKING 86 PARKING SPACES 4 ACCESSIBLE PARKING SPACES

SIGN 3 3 LOADING DOCKS PROVIDED ADDITIONAL PARKING 4 HYBRID SPACES

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS

PROVIDED: HUNTINGTON ZONING CODE I-1 LIGHT INDUSTRIAL CORNER LOT

OCCUPIED AREA BUILDING AREA 150 FT X 260 S.F.

4.

1/8"x2"x2"x0-2" ANGLE ANCHOR BRACKETS W/ 1/2" HOLE. WELD TO BASE. (4 REQ'D)

NOTES: 1.

2.

5.

2. SITE PLAN APPROVAL WILL CONSIDER: 1) HARMONIOUS RELATIONSHIP BETWEEN PROPOSED USES AND EXISTING ADJACENT USES 2) MAXIMUM SAFETY OF VEHICULAR CIRCULATION BETWEEN THE SITE AND STREET NETWORK 3) MAXIMUM ADEQUACY OF INTERIOR CIRCULATION, PARKING AND LOADING FACILITIES WITH PARTICULAR ATTENTION TO VEHICULAR AND PEDESTRIAN SAFETY 4) ADEQUACY OF LANDSCAPING AND SETBACKS IN REGARD TO ACHIEVING MAXIMUM COMPATIBILITY AND PROTECTION TO ADJACENT RESIDENTIAL DISTRICTS

1"X2" RECTANGULAR STEEL TUBING BASE, 11 GAUGE

24"

SIGN 4

DOUBLE RACK HOLDS 4 BICYCLES. FINISH TO BE WEATHER RESISTANT, BAKED-ON POWDER POLYMER COATING. ANCHOR RACK TO CONCRETE W/3/8" X 2 1/2" WEDGE ANCHORS AND TAMPER RESISTANT OR WELDED NUTS, (4 REQ'D) OR SET TUBING 12" BELOW GRADE IN 24" DEEP X 6" WIDE CONCRETE FOOTING. PLACEMENT OF BICYCLE RACK SHALL BE CONVENIENT TO MAIN ENTRANCE AND IN A HIGHLY VISIBLE AREA. 24" MIN. CLEARANE FROM WALLS OR OBSTRUCTIONS INCLUDING CURBS OR EDGE OF ROADWAY ON BOTH SIDES AND BACK OF RACK. FRONT OF RACK SHALL HAVE A 6' MIN CLEAR AREA.

1"X2" RECTANGULAR STEEL TUBING BASE, 11 GAUGE

1/8"x2"x2"x0-2" ANGLE ANCHOR BRACKETS W/ 1/2" HOLE. WELD TO BASE. (4 REQ'D)

18 1/2"

1.

34"

15"

14 1/2"

1. THE PLANNING BOARD OR DIRECTOR OF ENGINEERING, BUILDING AND HOUSING WILL REVIEW THE PLANS AND NOTIFY THE APPLICANT AS TO WHETHER THE PLANS WILL BE APPROVED, MODIFIED, OR DISAPPROVED.

SEE NOTE 6

LEGEND

PARKING DESIGN GENERAL NOTES: AS PER TOWN OF HUNTINGTON

24" MIN. CLEARANCE

1/4" TYP.

AVENUE

SITE PLAN APPROVAL: AS PER TOWN OF HUNTINGTON

28"

CLEARANCE BETWEEN MULTIPLE DOUBLE RACK INSTALLATIONS

7 UPRIGHT SUPPORTS 1 1/2" O.D. STEEL TUBING, 11 GAUGE, WELD TO BASE

3000 PSI CONCRETE SLAB W/ FIBER MESH REINORCNING - MONOLITHIC, MIN 6" THICKNESS, 6"x6"/10x10 W.W.F..

ELEVATION

18"

SYMBOL

MAXIMUM BUILDING HEIGHT: 45' MIN. DEPTH FRONT YARD:100' MIN. DEPTH REAR YARD:50' MIN. WIDTH STREET YARD:50' MIN. WIDTH INTERIOR YARD: 50' MIN. LOT WIDTH: 400' MIN. LOT FRONTAGE: 200' MAX. BUILDING: 30.0% OF LOT

GRADE 14"

EXISTING CONCRETE CURB

REQUIRED BY: HUNTINGTON ZONING CODE I-1 LIGHT INDUSTRIAL CORNER LOT

1-#5 AT 4' CENTER

GRADE

4' Min.

ROBINSON

SWING GATE (TYP.)

DROP PIN (TYP.)

6'

12' CLEARANCE MIN.

P P

HYBRID

HYBRID

PP

SLOPE 1/4" PER 1-FT.

6" CONC. SLAB

6" STEEL BOLLARDS CONC. FILLED (TYP)

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

14'-8"

378.6

AY HW HIG E 27) RIS S.R. OAD) ( CE R ERVI SUN TH S (NOR

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

4

12

METAL CLOSURE

AC6096 ALUMINUM MOBILE LOADING BOARD (NOTE: 60"x96" 10,000 LB CAPACITY)

T.S. RIDGE BEAM

12

24 GAGE STANDING SEAM ROOF

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

EROSION CONTROL: 1. IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE TOWN OF HUNTINGTON. 2. THE DEVELOPER SHALL MINIMIZE TRANSIENT UNSTABLE SOIL CONDITIONS AND CONTROL EROSION. UNDER NO CIRCUMSTANCES, SHALL HE ALLOW TEMPORARY SOIL INSTABILITY TO EXTEND BEYOND THE LIMITS OF OWNERSHIP OF THE SITE.

1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE TOWN OF HUNTIGTON BUILDING CODE. 2. RETAINING WALL OF 3' OR MORE, MEASURED VERTICALLY FROM GRADE TO THE HIGHEST COMPONENT, SHALL REQUIRE A BUILDING PERMIT.

3. UNDER ARTICLE IV-H, A SCHEDULE OF OPERATIONS OUTLINES MAJOR EARTHWORK SEGMENTS OF THE PROJECT, THEIR ORDER OF SUCCESSION AND THE CONTROL AND STABILIZATION MEASURES PLANNED.

3. A CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-89.

4. MAINTENANCE OF THE VARIOUS COMBINATIONS OF MATERIALS AND STRUCTURES INSTALLED TO CONTROL EROSION IS THE MOST IMPORTANT FACTOR IN AN EFFECTIVE STABILIZATION PROGRAM.

5. FOOTING DESIGN IS BASED ON 3,000 PSI SOIL BEARING PRESSURE.

5. ALL AREAS SHALL BE REGULARLY INSPECTED FOR EROSION RUTTING, PLANNING FAILURES AND NECESSARY REPAIRS. REPLACEMENTS AND RE-SEEDING SHOULD BE MADE WITHIN THE GROWING SEASONS AND TO PREVENT ADDITIONAL LOSS OF VEGETATION.

LAND N/F CCS. COM USA INC.

RETAINING WALL NOTES:

4. ALL CONCRETE 28 DAY STRENGTH SHALL BE 3,000 PSI.

6. IF FOOTING ELEVATION OCCURS IN UNSUITABLE SOILS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 7. A FINAL PROJECT SPECIFIC DESIGN SHOULD BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER.

6. LIME AND FERTILIZER SHOULD BE APPLIED, PARTICULARLY ON ADVERSE SITES, UNDER A REGULAR MAINTENANCE PROGRAM, BASED ON SOIL TESTING TO INSURE SUCCESS OF THE STABILIZATION PROGRAM.

FENCE OR RAILING

3' COMPACTION ZONE (TO BACK OF CUT)

ALLAN BLOCK WALL BATTER FROM VERTICAL

700.00' ACTUAL (700.00' DEED)

CONCRETE POST FOOTING

OPTIONAL ALLAN BLOCK CAPSTONE

FINISHED GRADE

IMPERMEABLE FILL TO MINIMUM THICKNESS OF 6 in (150 mm)

EXTENDED LENGTH MAY BE REQUIRED DUE TO SITE OR SEISMIC CONDITIONS

ALLAN BLOCK UNIT RETAINED SOIL

GEOGRID REINFORCEMENT TYPE AND LENGTH VARIES PER WALL DESIGN

4 in (100 mm) HEEL DRAIN PIPE VENTED TO DAYLIGHT 4 in (100 mm) TOE DRAIN PIPE VENTED TO DAYLIGHT

GEOTEXTILE FABRIC

EXCAVATED AND BACKFILLED TRENCH ON

CTI

IRE

WD

FLO

EXISTING GROUND

ISOMETRIC VIEW

GEOTEXTILE FABRIC SEE NOTE 4 SUPPORT POSTS SEE NOTE 2 FOR LENGTH FLOW DIRECTION EXCAVATED AND BACKFILLED TRENCH EXISTING GROUND

TYPICAL SECTION

ESTIMATED LENGTH OF SILT FENCE SEE SHEET OF FOR LOCATION

EED) .06' D (378 TUAL 9' AC

NOTES: 1. THE GEOTEXTILE FABRIC SHALL BE PLACED IN THE EXCAVATED TRENCH, BACKFILLED, AND COMPACTED TO THE EXISTING GROUND SURFACE. 2. WOODEN SUPPORT POSTS SHALL BE A MINIMUM DIMENSION OF 1-1/8" x 1-1/8" AIR OR KILN DRIED OF HICKORY OR OAK AND 4 FEET LONG. STEEL POSTS SHALL BE STUDDED "TEE" OR "U" TYPE WITH A MINIMUM WEIGHT OF 1.3 POUNDS PER LINEAL FOOT AND 5 FEET LONG. POST SPACING SHALL BE A MAXIMUM OF 8 FEET FOR WOVEN FABRIC AND 3 FEET FOR NON-WOVEN FABRIC. 3. THE GEOTEXTILE FABRIC SHALL BE ATTACHED DIRECTLY TO THE UPSLOPE SIDE OF WOODEN POSTS WITH 0.5 INCH STAPLES IN AT LEAST 3 PLACES, OR WITH WOODEN LATH AND NAILS. ATTACHMENT TO STEEL POSTS WILL BE BY WIRE FASTENERS OR 50 POUND PLASTIC TIE STRAPS ON THE UPSLOPE SIDE. 4. THE GEOTEXTILE FABRIC SHALL CONSIST OF EITHER WOVEN OR NON-WOVEN POLYESTER, POLYPROPYLENE, STABILIZED NYLON, POLYETHYLENE, OR POLYVINYLIDENE CHLORIDE. NON-WOVEN FABRIC MAY BE NEEDLE PUNCHED, HEAT BONDED, RESIN BONDED, OR COMBINATIONS THEREOF. ALL FABRIC SHALL MEET THE FOLLOWING REQUIREMENTS: TEST REQUIREMENT

AVENUE

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

ROBINSON

METHOD

VALUE

MINIMUM GRAB TENSILE STRENGTH IN THE MACHINE DIRECTION

ASTM D 4632

120 LBS.

MINIMUM GRAB TENSILE STRENGTH IN THE CROSS MACHINE DIRECTION

ASTM D 4632

100 LBS.

MAXIMUM APPARENT OPENING SIZE EQUIVALENT STANDARD SIEVE

ASTM D 4751

NO. 30

MINIMUM PERMITTIVITY

ASTM D 4491

0.05 SEC

MAXIMUM PERMITTIVITY

ASTM D 4491

MINIMUM ULTRAVIOLET STABILITY PERCENTAGE OF STRENGTH RETAINED AFTER 500 HOURS OF EXPOSURE

ASTM D 4355

-1

-1 0.135 SEC OR 10 gpm/sq ft at 50 mm constant head.

70%

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

POS T SEE SPACI N NOT E 2. G

378.6

AY GHW E H IERVICE ROAD) RIS S S U N (S.R. 27) (NORTH

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

FINISHED GRADE

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

CAPACITY OF EACH 12' DIA. x 4'-0" DEEP RING

POND SURFACE OF 12,500 S.F. HOLDS

= 403.6 CU.FT.

32,194 C.F.

BUILDING ROOF DRAINAGE TO POND

= 4,559.3 CU.FT.

(~14.2% OF POND VOL.)

* 18,237.0 S.F. @ 3" = 4,559.3 CU.FT. X 1 * PROVIDE 2-POOLS W/ (3) 12' DIA. x 4'-0" DEEP RINGS TOTAL DISTRIBUTION POOLS PROVIDED BUILDING ROOF DRAINAGE TO COLLECTION SYSTEM * 22,062.5 S.F. @ 3" = 5,515.6 CU.FT. X 1 * PROVIDE 5-POOLS W/ (3) 12' DIA. x 4'-0" DEEP RINGS

LAND N/F CCS. COM USA INC.

= 2,421.6 CU.FT. = 5,515.6 CU.FT.

TOTAL DRAINAGE PROVIDED

= 6,054.0 CU.FT.

CAPACITY OF EACH 12' DIA. x 4'-0" DEEP RING

= 403.6 CU.FT.

AREA #1 PERMEABLE PAVERS PARKING DRAINAGE TO POND 17,000.0 @ 3" = 4,250.0 CU.FT. X 0.3 TOTAL DRAINAGE REQUIRED (~4.0% OF POND VOLUME)

= 1,275.0 CU.FT.

* PROVIDE 2-POOLS W/ (2) 12' DIA. x 4'-0" DEEP RINGS

700.00' ACTUAL (700.00' DEED)

TOTAL DISTRIBUTION DRAINAGE PROVIDED

= 1,614.4 CU.FT.

AREA #2 PERMEABLE PAVERS PARKING DRAINAGE 8,000 @ 3" = 2,000.0 CU.FT. X 0.3 TOTAL DRAINAGE REQUIRED

= 600.0 CU.FT.

* PROVIDE 1-POOLS W/ (2) 12' DIA. x 4'-0" DEEP RINGS TOTAL DRAINAGE PROVIDED AREA #3 PERMEABLE PAVERS PARKING 9,983.0 @ 3" = 2,495.75 CU.FT. X 0.3 LANDSCAPE DRAINAGE 9,580.0 @ 3" = 2,395.0 CU.FT. X 0.3 TOTAL DRAINAGE REQUIRED * PROVIDE 2-POOLS W/ (1) 12' DIA. x 4'-0" DEEP RINGS * PROVIDE 1-POOLS W/ (2) 12' DIA. x 4'-0" DEEP RINGS TOTAL DRAINAGE PROVIDED AREA #4 PERMEABLE PAVERS PARKING DRAINAGE 32,000.0 @ 3" = 8,000.0 CU.FT. X 0.3 FRONT YARD LANDSCAPE DRAINAGE 8,000.0 @ 3" = 2,000.0 CU.FT. X 0.3 TOTAL DRAINAGE REQUIRED * PROVIDE 2-POOLS W/ (3) 12' DIA. x 4'-0" DEEP RINGS * PROVIDE 1-POOLS W/ (2) 12' DIA. x 4'-0" DEEP RINGS TOTAL DRAINAGE PROVIDED

= 807.2 CU.FT.

= 748.7 CU.FT. = 718.5 CU.FT. = 1,467.2 CU.FT.

= 1,614.4 CU.FT.

= 2,400.0 CU.FT. = 600.0 CU.FT. = 3,000.0 CU.FT.

= 3,228.8 CU.FT.

AREA #5 ASPHALT DRIVEWAY DRAINAGE 23,200.0 @ 3" = 5,800.0 CU.FT. X 1 PERMEABLE PAVERS DRAINAGE 2,338.0 @ 3" = 584.5 CU.FT. X 0.3 LANDSCAPE DRAINAGE 51,000.0 @ 3" = 12,750.0 CU.FT. X 0.3

= 5,800.0 CU.FT.

TOTAL DRAINAGE REQUIRED

= 9,800.4 CU.FT.

= 175.4 CU.FT. = 3,825.0 CU.FT.

* PROVIDE 1-POOLS W/ (1) 12' DIA. x 4'-0" DEEP RINGS * PROVIDE 8-POOLS W/ (3) 12' DIA. x 4'-0" DEEP RINGS TOTAL DRAINAGE PROVIDED

=10,090.0 CU.FT.

1

DESIGN FLOW (FOR GENERAL MANUFACTURER, EXCLUDE ENTRANCE & DOCKS) * 38,300 SF X .04GPD/ SF = 1,500.00 GPD DENSITY CALCULATIONS GROUND WATER MANAGEMENT ZONE * ALLOWABLE DENSITY = 600 GPD/AC * 1,500 GPD/ 5.6 ACRES = 267.86 GPD/ACRE (PROPOSED DENSITY = 267.86 < 600 GPD/AC) SEPTIC TANK DESIGN * REQUIRED: 1,500.0 GPD X 2 DAYS = 3,000.0 GAL/2DAYS > 900 GPD (MIN) * 500 GPF SEPTIC TANK PROVIDED DEPTH * 12'-5" LONG X 7'-0" WIDE X 6'-0" DEEP TANK = 3,000.0 GAL

SANITARY LEACHING POOL DESIGN * REQUIRED: 1,500.0 GPD / ( 1.5 GAL/SF) = 1,000.0 SF > 300SF (MIN) * 1,000.0 SF/ 31.42 (SF/FT) @ 6 FT DEPTH PROVIDED: 6 LEACHING POOLS * 10' DIAMETER SANITARY POOL @ 6' EFFECTIVE DEPTH

378.6 EED) .06' D (378 TUAL 9' AC

WAY I G H AD) CE RO E H SERVI RIS ORTH S U N (S.R. 27) (N

ROBINSON

AVENUE

CONSTRUCTED POND NOTES: 1.

MAXIMUM HEIGHT IS MEASURED FROM THE DOWNSTREAM (OUTSIDE) TOE OF THE DAM AT ITS LOWEST POINT TO THE HIGHEST POINT AT THE TOP OF THE POND.

2.

MAXIMUM IMPOUNDING CAPACITY IS THE VOLUME OF WATER IMPOUNDED WHEN THE WATER LEVEL IS AT TOP OF THE POND.

3.

DRAINAGE AREA IS A MEASURE OF THE AMOUNT OF LAND SURFACE CONTRIBUTING TO WATER RUNOFF TO A POND SITE.

4.

THE POND IS FED BY SURFACE RUNOFF AND RAINALL COLLECTED FROM THE BUILDING ROOF. AN IMPERMEABLE LAYER, BENTONITE CLAY BLANKET BENEATH THE POND BASIN PREVENT EXCESS DOWNWARD SEEPAGE. EVAPORATION OCCURS AT 1"/WEEK JUNE-SEPT.

5.

TWO 9000 GPH PUMPS WILL CIRCULATE POND WATER, OR 266,587 GAL, ONCE PER 15 HOURS. 6" PVC PIPE WILL BE PROVIDED.

6.

EACH CONTINUOUSLY OPERATING 300W ELECTRICAL PUMP WILL COST $20.45 PER MONTH AT NATIONAL AVERAGE OF $7.50 PER AMP (300W/11OV = 2.72 AMPS).

7.

IF THE SOIL AT THE SITE IS LACKING SUFFICIENT AMOUNTS OF CLAY TO PREVENT HIGH SEEPAGE LOSSES, COARSELY GRAINED SAND AND GRAVEL AREAS SHALL BE SEALED BY A CLAY BLANKET. THE BLANKET SHALL COVER THE ENTIRE AREA OVER WHICH WATER IS TO BE IMPOUNDED.

8.

THE MATERIAL FOR BLANKETING SHOULD CONTAIN APPROXIMATELY 20 PERCENT CLAY PARTICLES BY WEIGHT. THE REMAINDER OF THE MATERIAL SHALL CONSIST OF A WIDE RANGE OF PARTICLE SIZES VARYING FROM SMALL GRAVEL TO SILT.

9.

THE MINIMUM THICKNESS OF THE CLAY BLANKET SHALL BE 1'.

10. THE CLAY BLANKET SHALL BE PROTECTED AGAINST CRACKING DUE TO DRYING OR FREEZING AND THAWING. 1' OF SOIL OR GRAVEL WILL PROVIDE SUFFICIENT PROTECTION. 11. A CANTILEVERED PIPE OR A ROCK RIPRAP SHALL PROTECT THE CLAY BLANKET FROM EROSION AT OUTFLOW POINT FROM THE RECHARGE PUMP. 12. BANK IS DESIGNED AT 3H:1V OPTIMUM SLOPE (FOR GROW-OUT OR POOR SOIL PURPOSES). FOR A LOAMY SOIL THE THE RECOMMENDED BANK SLOPE GRADIENT IS 1:1 TO 1.5:1.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

B

3

SEPTIC SYSTEM - 258,657 S.F. SITE

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

LOT

2

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

WETLAND PLANTING SCHEDULE COMMON NAME BOTANICAL NAME

SYMBOL

NUMBER

BOTANICAL NAME

HEIGHT

KEWENSIS

EUONYMYS FORTUNEI

0.5'

3'

-

CATTAIL

ARTEMISIA

ARTEMISIA ALBULA 'SILVER KING'

2'-3'

10'

54

DUCKWEED

MOUNTAIN BLUE

CENTAUREA 'MONTANA BLUE'

1'-2'

1'-2'

366

DAYLILY

HEMEROCALLIS 'CHICAGO SUNRISE'

2'-3'

3'

75

'WHICHITA BLUE' JUNIPER

'WHICHITA BLUE' JUNIPER

14'-16'

5'

100

NOTES: POND DESIGN

SAGE

PEROVSKIA ATRIPLICIFOLIA

4'-5'

3'

24

1.

SEDUM

SEDUM 'AUTUM JOY'

2'

2'

38

2.

JAPANESE MAPLE

ACER PALMATUM

6'-12'

9'-15'

12

3.

PERIWINKLE

VINCA MAJOR

1'

2'

-

SPREAD

LEMNA MINOR

HARDY WATER LILY

4.

NYMPHAEA 'MARLIACEA CHROMATELLA'

HEIGHT

SPREAD

NUMBER

4'-6'

4'-6'

45

0.25'

1'-3'

-

0.5'

3'

20'

WIDE NYLON WEBBING ROOT CROWN AT FINISH GRADE, OR 1-2" ABOVE GRADE

300

2"x2" WOOD STAKE AT OR BELOW GRADE

CATTAIL PLANTED DIRECTLY IN THE MUDDY SHALLOWS OF PONDS WILL BE HARD TO ERADICATE. PLANT IN WATER TO 12" DEEP. PLANTS WILL SELF SEED. ONE MATURE WATER LILY PER 20 S.F. OF SURFACE AREA, MINIMUM, WILL BE PLANTED IN CONTAINERS, ANCHORED TO THE BOTTOM. KOI FISH SUPPLIED AT 1 PER 10 S.F. OF SURFACE AREA, MINIMUM. FISH WILL PROVIDE MOSQUITO AND INSECT CONTROL. 1OO KOI WILL BE PROVIDED AT $20 PER FISH. THIS POND IS NOT PROTECTED UNDER THE FRESHWATER WETLANDS ACT.

1/3 TREE HEIGHT

XERISCAPE PLANTING SCHEDULE COMMON NAME

2" SETTLED LAYER OF MULCH

7-30'

TILLED OR BROKEN UP SOIL MIN 12" DEEP FINISH GRADE

B

2X WIDTH OF ROOTBALL

NOT TO SCALE

700.00' ACTUAL (700.00' DEED)

A NOT TO SCALE

NOTES: JUNIPER TREE PLANTING 1.

2.

3.

4.

5.

6.

7.

8.

9.

E RIS SUN

10.

11.

ELECTRONICS MANUFACTURER 40,300 S.F

12.

2

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

3

HYBRID

HYBRID

P P

HYBRID

HYBRID

PP

EED) .06' D (378 TUAL 9' AC

378.6

Y HWA HIG

B NOT TO SCALE

ROBINSON GENERAL NOTES: AS PER TOWN OF HUNTINGTON 1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

ALL PLANT MATERIALS AND METHODS OF INSTALLATION SHALL CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMAN, AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION. ALL AREAS OF THE SITE NOT OCCUPIED BY BUILDING OR PAVEMENT, NOT INDICATED TO REMAIN UNDISTURBED, AND NOT SPECIFIED AS BEING PLANTED WITH TREES, SHRUBS OR GROUND COVER SHALL BE LAWN, TYPE AS NOTED. HYDRO SEED ALL SEEDED LAWN AREAS WITH VICTA KENTUCKY BLUEGRASS 30%, CREEPING RED FESCUE 58%, RED TOP 10%, NEW ZEALAND WILD WHITE CLOVER 2%, TACKIFIER AND HYDRO-MULCH IN ACCORDANCE WITH SPECIFICATIONS (FARMINGDALE MIXTURE OR APPROVED EQUAL MAY BE SUBSTITUTED).

ALL PLANTS NOT OTHERWISE DESIGNATED ARE TO BE DELIVERED B&B (BALLED AND BURLAPED). NO BARE ROOT OR FIELD CLUMP MATERIAL IS ALLOWED (EXCEPT BULBS AND DAYLILIES).

LAYOUT SHRUBS IN APPROXIMATE LOCATIONS AND OBTAIN APPROVAL OF LANDSCAPE ARCHITECT (LA) BEFORE PLANTING. LA WILL PLACE ALL PERENNIALS AND INDICATE GROUND COVER SPACING IN THE FIELD. REPORT ANY UNSATISFACTORY CONDITIONS IMMEDIATELY TO THE OWNER OR LANDSCAPE ARCHITECT FOR RESOLUTION. CONTRACTOR SHALL RECEIVE NO ADDITIONAL PAYMENT FOR UNSATISFACTORY CONDITIONS REPORTED AFTER THE FACT OR AFTER COMPLETION OF PLANTING. ALL AREAS DISTURBED BY CONSTRUCTION TO BE REPAIRED OR RESTORED TO ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. PLANTING SOIL MIXTURE: 2 PARTS NATIVE SOIL TO 2 PARTS TOPSOIL TO 1 PART ORGANIC COMPOST. ALL LAWN AREAS TO RECEIVE 4" TOPSOIL, PLANT AND ANNUAL BEDS 12" TOPSOIL. APPLY 15 LBS 5-10-10 FERTILIZER, 70 LBS LIMESTONE PER 1000 S.F. TO ALL NEW AREAS. ADJUST PER SOIL TEST. GROUND DOLOMITIC LIMESTONE FURNISHED SHALL HAVE A NEUTRALIZING POWER OF AT LEAST 97%.

ALL PLANTS AND WORKMANSHIP SHALL BE GUARANTEED AND MAINTAINED FOR ONE YEAR AFTER FINAL ACCEPTANCE AND COMPLETION OF WORK FOR THIS CONTRACT. ALL PLANTS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION. ANY PLANT NOT MEETING THESE CONDITIONS SHALL BE REPLACED WITH A PLANT OF SIMILAR SIZE AND TYPE AT THE NEXT PLANTING SEASON.

AVENUE

SPREAD

HEIGHT

NOTES: STREET TREES PLANTING AS PER TOWN OF HUNTINGTON

NOTES: STREET TREE PLANTING

1.

A MULCH OF GRASS, STRAW, OR OTHER ACCEPTABLE MATERIAL SHALL BE PLACED AROUND EACH TREE TO A RADIUS OF TWO (2) FEET FROM THE TRUNK.

1.

2.

3.

4.

2.

TREES SHALL BE PLANTED WITHIN THE HIGHWAY R.O.W. SIX (6) FEET OFF THE PROPERTY LINE, UNLESS OTHERWISE SPECIFIED IN A PARTICULAR CASE. FOR PLANT MATERIAL, STEPS, AND SPACING SEE 'DETAIL DRAWING'.

3.

NO TREE PITS SHALL BE DUG UNTIL THE PROPOSED LOCATIONS HAVE BEEN STAKED ON THE GROUND BY THE DEVELOPER AND APPROVED BY THE INSPECTOR. ALL PITS AND PLANTING BEDS SHALL HAVE VERTICAL SIDES UNLESS OTHERWISE DIRECTED.

4.

ALL TREE PITS SHALL BE 3' DEEP. PITS FOR TREES 1

5.

6' STRIP BETWEEN FENCE AND PROPERTY LINE SHALL BE TOPSOIL 15" DEEP OR DEEPER AS REQUIRED. 4' STRIP INSIDE FENCE SHALL BE TOPSOIL 5" DEEP.

6.

7.

1 2

UNLESS OTHERWISE DIRECTED BY THE PLANNING BOARD, TREES AND PLANT MATERIAL SHALL BE PLANTED FROM MARCH 1ST TO MAY 1ST AND FROM SEPTEMBER 15TH TO NOVEMBER 15TH.

SPREAD

MULCH 3" FROM TRUNK MULCH 3" DEPTH TILLED AND LOOSENED NATIVE SOIL BACKFILL 2"X2"X4' STAKE

STREET TREES ARE TO PLANTED IN ALL SUBDIVISIONS ALONG ALL NEW AND EXISTING STREETS. STREET TREES SHALL BE OF FIRST QUALITY NURSERY GROWN TREES WITH SINGLE STRAIGHT TRUNK WITH

EXISTING TREES SHALL BE PRESERVED IF IN HEALTHY CONDITION, OF SUFFICIENT SIZE (AT LEAST FOUR (4) INCH CALIPER), AND IN THE PROPER LOCATION AS CALLED FOR IN THE PLANS.

FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS

HEIGHT

" - 3" IN CALIPER SHALL BE 5' DIAMETER.

EADER INTACT TO A HEIGHT OF AT LEAST 8 TO 10 FEET FOR 1 12" CALIPER, WITH SYMMETRICAL WELL BRANCHED TOPS, BRANCHED 6'-7' FROM GROUND. 8.

MULCH 3" FROM STEMS

ALL WOOD SHALL BE SPRUCE OR PINE-NOT PRESSURE TREATED. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK. REMOVE ALL STRAPS, ROPES, WIRE, &/OR STRINGS USED TO LIFT THE ROOTBALL. 5. REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT BALL. 6. TOP OF ROOTBALL TO BE SET LEVEL WITH SURROUNDING FINISH GRADE.

2"X2"X4' CROSS MEMBER

WATER RING (6" WIDTH & HEIGHT) PROVIDING A WATER COLLECTION BASIN FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS. UNDISTURBED SOIL

2"X2"X4' CROSS MEMBER

18"MIN.

ROOTBALL

2-2"X4" STAKE W/LONG TAPER MIN. 18" INTO UNDISTURBED SOIL

TILLED AND LOOSENED NATIVE SOIL BACKFILL 2"X2"X4' STAKE

2-2.5" DRYWALL SCREWS

3 TO 5 TIMES THE WIDTH OF THE ROOTBALL

C NOT TO SCALE

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1

ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH THE AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). PLANT ACCORDING TO ANSI A300 PART 6.

DIG THE PLANTING HOLE A MINIMUM OF 2x WIDTH OF ROOTBALL FOR AT LEAST THE FIRST 12 INCHES OF DEPTH. BELOW 12 INCHES, DIG HOLE WIDE ENOUGH TO PERMIT ADJUSTING. DO NOT DIG THE HOLE DEEPER THAN ROOT BALL DEPTH. SCARIFY THE SUBGRADE AND SIDES OF THE PLANTING HOLE WHEN PLANTING IN CLAY SOILS (MORE THAN 15% CLAY).

LIFT AND SET THE TREE BY ROOT BALL ONLY. DO NOT LIFT USING THE TREE TRUNK AND DO NOT USE TREE TRUNK AS A LEVER. SET THE TOP OF THE ROOT BALL LEVEL WITH THE SOIL SURFACE OR SLIGHTLY HIGHER IF THE SOIL IS PRONE TO SETTLING. AFTER THE TREE IS SET IN PLACE, REMOVE BURLAP, WIRE AND STRAPS FROM AT LEAST THE UPPER 1/3 OF THE ROOTBALL. BACKFILL WITH EXISTING SOIL THAT HAS BEEN WELL-TILLED OR BROKEN UP. DO NOT ADD AMENDMENTS TO THE BACKFILL SOIL. AMEND THE SURFACE WITH MULCH. USE THREE 2" X 2" WOOD STAKES DRIVEN INTO UNDISTURBED SOIL A MINIMUM OF 16 INCHES. SPACE STAKES EQUALLY AROUND THE TREE. ATTACH 3/4" NYLON WEBBING TO CONNECT THE TREE TO STAKES. ATTACH WEBBING AT 1/3 THE TREE HEIGHT. APPLY A 2-3" (SETTLED) DEPTH OF PINE STRAW OR BARK MULCH TO THE PLANTING SURFACE. LEAVE A 2" SPACE AROUND THE TRUNK FOR AIR CIRCULATION. PRUNING SHALL BE LIMITED TO DEAD, DISEASED, OR BROKEN LIMBS ONLY AND SHALL BE IN ACCORDANCE WITH ANSI A300 SPECIFICATIONS. REMOVE ANY TRUNK WRAP REMAINING AT TIME OF PLANTING. NO WRAPS SHALL BE PLACED ON TRUNK.

D NOT TO SCALE

3" MULCH LAYER

PREPARED PLANTING SOIL EXISTING UNDISTURBED SOIL 3 TO 5 TIMES WIDTH OF ROOTBALL

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

700.00' ACTUAL (700.00' DEED)

CL

CL

A

ELECTRONICS MANUFACTURER 40,300 S.F 2

3

1

" x 8'-0" COPPER CLAD

2

GROUND ROD

HYBRID

HYBRID

P P

HYBRID

HYBRID

PP

378.6

EED) .06' D (378 TUAL 9' AC

C

ROBINSON

AVENUE

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Y HWA HIG

B

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

E RIS SUN

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

NO. 8 CRUSHED AND WASHED AGGREGATE IN OPENINGS

112" RADIUS

TOOLED EDGE

112" NYSDOT TYPE 6FRA ASPHALT TOP COURSE

STONEBILT CONCEPTS PAVER SLAB, 1 3/4" THICK

SEE NOTE 5

TACK COAT (SEE NOTE 1)

CURB/EDGE RESTRAINT WITH CUT-OUTS FOR OVERFLOW DRAINAGE (CURB SHOWN)

OPTIONAL CURB CONC.

SIDEWALK

Grass Planting or Other Non-Walking Surface

Match Existing if Existing Sidewalk 3" NYSDOT TYPE 3RA ASPHALT BINDER COURSE

BEDDING COURSE: 1-1/2 TO 2" THICK, NO. 8 GRAVEL, CRUSHED AND WASHED BASE COURSE: 4" THICK, NO. 57 STONE, CRUSHED AND WASHED OPEN-GRADED BASE

CURB RAMP

SUBBASE COURSE: 6" THICK, NO. 2 STONE CRUSHED AND WASHED OPTIONAL GEOTEXTILE ON BOTTOM AND SIDES OF SUBBASE, BASE AND BEDDING COURSES

COMPACTED SUBGRADE (SEE NOTE 2)

#3 REBAR BETWEEN EXPANSION JOINTS (TYP.)

Grass Planting or Other Non-Walking Surface RAMP CURB

5" STONE BLEND OR 6" R.C.A. BASE COURSE

6"

4'/5'

6"

2' R

SOIL SUBGRADE - ZERO SLOPE NOTES: 1. PEDESTRIAN APPLICATIONS ONLY. 2. NO. 2 STONE SUBBASE THICKNESS VARIES WITH DESIGN AS PER GEOTECH REPORT.

Exist. Type I Curb

2'

Remove Back of Curb if Existing

6" Vertical Curb in Transition

R

Flow Line

1.

THE DIMENSIONS AND SLOPES PRESENTED IN THE DETAILS ARE THE MINIMUM NECESSARY TO COMPLY WITH THE ADA AND TOH STANDARDS. ANY DEVIATION LESS THAN THE MINIMUM WIDTH OR GREATER THAN THE MAXIMUM SLOPE FROM THESE STANDARDS MUST BE DOCUMENTED WITH THE STANDARDS BEING MET TO THE GREATEST EXTENT PRACTICABLE AND CONSISTENT WITH THE MOST CURRENT ADAAG.

2.

CURB RAMPS, LANDINGS AND BLENDED TRANSITIONS REQUIRE THE USE OF DETECTABLE WARNINGS. DETECTABLE WARNINGS ON THIS SHEET ARE SHOWN FOR ILLUSTRATION ONLY. REFER TO THE DETECTABLE WARNING DETAILS ON SHEET 4 OF 5 FOR DETAILS ON PLACEMENT, ORIENTATION & DIMENSIONS. REFER TO CHAPTER 18 OF THE NYS HIGHWAY DESIGN MANUAL FOR MORE INFORMATION.

CURB RAMP NOTES: 2' MINIMUM 15' MAXIMUM

THE MINIMUM WIDTH FOR SIDEWALK CURB RAMPS IS 5'-0".

2.

THE RUNNING SLOPE OF A CURB RAMP SHALL BE 1:20 (5%) MINIMUM (PREFERRED) AND 1:12 (8.33%) MAXIMUM.

C L

HYDRANT TO BE PLACED WITH PUMPER NOZZLE FACING THE TRAVEL/FIRE LANE

5' MAXIMUM WHERE THE SLOPE OF THE ROADWAY EXCEEDS 8.33% THE CURB RAMP LENGTH IS THE LENGTH NECESSARY TO MEET THE EXISTING SIDEWALK. IT IS NOT NECESSARY THAT THE RAMP LENGTH EXCEED 15'-0".

4.

THE CROSS SLOPE OF CURB RAMPS SHOULD BE AS FLAT AS POSSIBLE, NOT TO EXCEED 1:50 (2%). THE CROSS SLOPE AT MIDBLOCK CROSSINGS MAY BE WARPED TO MEET ROADWAY GRADE.

6.

CURB & GUTTER

THE VERTICAL ALIGNMENT OF A CURB RAMP, EXCLUDING THE FLARES, SHALL BE PLANAR. GRADE BREAKS SHALL BE FLUSH AND PERPENDICULAR TO THE DIRECTION OF THE RAMP RUN. RAMP TRANSITIONS BETWEEN WALKS, LANDINGS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES (1/4" MAX).

TAMPED BACKFILL UNDISTURBED SOIL

LANDING NOTES: 6X6-6X6 WWM ASTM A82 & A185 FLAT SHEETS

1.

LANDINGS SHALL HAVE A MINIMUM CLEAR DIMENSION OF A 5'-0" BY 5'-0" EXCEPT AT THE BOTTOM OF RAMPS TYPE 1 & 2 ON SHEET 2 OF 5.

2.

THE RUNNING AND CROSS SLOPES ON LANDINGS AT INTERSECTIONS IS 1:50 (2%) MAXIMUM. THE RUNNING AND CROSS SLOPES AT MIDBLOCK CROSSINGS MAY BE WARPED TO MEET ROADWAY GRADE.

CAST IRON VALVE BOX 4' MINIMUM

WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP, FLARED SIDES WITH A SLOPE OF 10% MAXIMUM, MEASURED PARALLEL TO THE CURB LINE, SHALL BE PROVIDED.

FINISHED GRADE

ROADWAY

TAMPED BACKFILL 7.

CONCRETE SIDEWALK (IF APPLICABLE)

5' MAX.

5.

CONCRETE ENCASEMENT

18" MIN.

3.

24" MAX.

1.

3/4" STAINLESS STEEL RODDING

MINIMUM OF 8 CUBIC FEET OF No. 57 STONE

UNDISTURBED SOIL MECHANICAL JOINT

6X6-6X6 WWM ASTM A82 & A185 FLAT SHEETS

MECHANICAL JOINT

6" GATE VALVE CONCRETE THRUST BLOCK 1/3 cu.yd. @ 3000 P.S.I.

MAIN LINE TEE DUCTILE IRON PIPE

CONCRETE BLOCKING MINIMUM 1/3 CUBIC YARDS AT 3000 P.S.I.

6" CURB (TYP.)

12'-0" MIN. REINFORCED CONCRETE DRIVEWAY APRON

NOTES:

6" CURB REVEAL

1'-8"

12'-0" DROPPED CURB

1'-8"

TOP OF DRIVEWAY

1" CURB REVEAL MAXIMUM

#3 REBAR (TYP.)

SUBSURFACE CONCRETE CURB

BOTTOM OF CURB

1/2" PREMOLDED EXPANSION JOINT

LANDING

CURB RAMP MAXIMUM SLO PE 8.33%

ROADWAY MAXIMUM SLOPE 5%

NOTE: THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE FOOT OF A CURB RAMP, LANDING, OR BLENDED TRANSITION SHALL BE 5% MAXIMUM

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1/2" PREMOLDED EXPANSION JOINT

1. TOP OF BLOCKING TO BE 2 INCHES FROM HYDRANT WEEP HOLES. 2. HYDRANT TEE MAY BE SUBSTITUTED FOR D.I.P. NIPPLE AND RODDING TO VALVE. 3. IF HYDRANT IS LOCATED ON A DEPARTMENT OF TRANSPORTATION ROADWAY USE D.O.T. STANDARDS FOR LOCATION OF HYDRANT. 4. HYDRANT SHALL BE LOCATED FROM 2 TO 15 FEET FROM BACK OF CURB. 5. HYDRANT MAY BE LOCATED (AT LEAST 1-FT) BEHIND SIDEWALK WHEN IT CANNOT BE LOCATED INSIDE THE UTILITY STRIP.

6.

HYDRANT SHALL BE INSTALLED AT LEAST 2 FEET BEYOND TOP SLOPE OF ANY DRAINAGE DITCHES. HYDRANT INSTALLATION WITHIN THE DITCH LINE OR SLOPE SHALL BE PROHIBITED. 7. STD. RODDING AND BLOCKING FROM GATE VALVE TO HYDRANT MAY BE SUBSTITUTED WITH A CONCENTRIC RING RESTRAINT SYSTEM SUCH AS MUELLER AQUAGRIP OR AN APPROVED EQUAL PRODUCT PROVIDED ALL PIPE SEGMENTS ARE RESTRAINED. 8. STD. RODDING MAY BE SUBSTITUTED WITH AN APPROVED WEDGE ACTION RETAINER GLAND. 9. HYDRANT EXTENSIONS ARE PROHIBITED. 10. WITHIN THE TOWN OF MORRISVILLE ONLY, HYDRANTS NEAR FDC'S SHALL BE PROVIDED WITH A STORZ CONNECTION.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

GENERAL NOTES:

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

TYPICAL SIGN SYMBOL

NOTES:

1'-0" GRID 6'-0"

2'-0" GRID

R5-1 30" X 30"

R6-1R 36" x 12"

1. SPACES BETWEEN MARKINGS SHOULD BE PLACED IN WHEEL TRACKS OF EACH LANE. 2. SPACING NOT TO EXCEED 2.5 TIMES WIDTH OF LONDITUDINAL LINE. 3. ALL CROSSWALK MARKINGS MUST BE WHITE.

12'-0"

OM-3C 36" x 12"

R3-5R 30" x 36"

R1-1 30" x 30"

6'-0" Min

1'-0" to 5'-0"

HANDICAPPED SIGN SEE INDEX NO. 119

1'-0" to 2'-0" 1'-0"

CONC. WALK

RAMP DOWN

CONC. WALK

MIN.

RAMP DOWN

CONC. WALK

44"

(L) ARROW (FOR (R) USE MIRROR IMAGE)

6" WIDE TRAFFIC WHITE STRIPE (TYPICAL) 1'-0" (TOP OF THE SIGN)

NOTES:

TRAFFIC WHITE

STANDARD PRE-PAINTED DISABLED PARKING SIGN ON 1/8" THICK SHEET ALUMINUM 4' MIN.

2. PARKING SPACES SHALL BE LOCATED SO THAT PERSONS WITH DISABILITIES ARE NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN.

(MIDDLE OF THE SIGN) BLACK BORDER & LETTERS WHITE BACKGROUND

9"

18'-0"MIN.

1'-6"

1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE. 6" STROKE (TYPICAL)

WHITE BORDER & SYMBOL BLUE BACKGROUND

WHITE STOP BAR

(BOTTOM OF THE SIGN) BLACK BORDER & LETTERS WHITE BACKGROUND

6'-0"

7'-0"

DOUBLE YELLOW BARRIER LINE

N.T.S.

4. ACCESSIBLE PARKING SIGNS SHALL BE A MINIMUM OF 7'-0" ABOVE THE SURROUNDING SURFACE.

6"

3. SURFACE SLOPES OF ACCESSIBLE OFF-STREET PARKING SPACES SHALL BE THE MINIMUM POSSIBLE AND SHALL NOT EXCEED 2 PERCENT IN ANY DIRECTION.

2'-0"

12' GALVANIZED U-CHANNEL POST (2.5 LBS. PER FDOT SPEC.)

5'-0" 5. CURB RAMPS SHALL CONFORM TO THE DETAILS PROVIDED.

(OPTIONAL)

6. BLUE PAINT, INSTEAD OF WHITE MAY BE USED FOR MARKING ACCESSIBILITY AISLES IN AREAS WHERE SNOW MAY CAUSE WHITE MARKINGS TO NOT BE VISIBLE.

CROSSWALK MARKINGS 8" X 2'-6" CONCRETE MASS. FINISH TOP OF MASS LEVEL WITH A SLIGHT RAISED WASH APPROXIMATED 1/2" ABOVE LEVEL OF TURF/SOD. 2'-6"

7. THE WORDS "NO PARKING" SHALL BE PAINTED IN WHITE LETTERS NO LESS THAN 1'-0" HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. 2" (TYPICAL) 5'-0" MIN. 17'-0"

8. A SIGN SHALL BE POSTED IN A CONSPICUOUS SPACE AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH PARKING SPACE. 6"

9. WHERE A SIGNLE (NON-VAN) ACCESSIBLE PARKING SPACE IS PROVIDED, THE LOADING AND UNLOADING ACCESS AISLE SHALL BE ON THE PASSANGER SIDE OF THE VEHICLE AS THE VEHICLE IS GOING FORWARD INTO THE PARKING SPACE. 10. ALL PAVEMENT MARKINGS TO BE THERMOPLASTIC.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

12'-0"

8"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

6" WIDE TRAFFIC BLUE STRIPE (TYPICAL)

9"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

SEE INDEX NO. 109

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

GROUND COVER BERM

M.H. 1 SURFACE INLET

INLET E.L. 40.00

HIGH WATER ELEVATION

OUTLET

RIM. 39.53

3' PLANTED SHELF (SILT FILL)

2' FREE BOARD INV. 36.00

E.L. 38.00

NORMAL WATER ELEVATION

15" HDPE AT 14 " PER F.T. 25'-6" TO M.H. 1 DRAIN OUTLET PIPE

E.L. 36.00

4'-0"

INV. 33.53 E.L. 34.75

3'-0"

E.L. 34.00

1 F.T. IMPERVIOUS BENTONITE CLAY BLANKET

E.L. 32.00

RIP RAP GRAVEL PROTECTION LAYER 1 F.T. MIN.

NOTES: 1. RIPRAP MOUND HEIGHT = DESIRED TOE DOWN DEPTH

3H:1V OPTIMAL SLOPE

2. RIPRAP MOUND THICKNESS = 1' (OR 2X LAYER THICKNESS ON SLOPE IF GRAVEL IS NOT USED)

7'-0" SECTION A-A

3. EACH MAN HOLE CONNECTS TO A LEACHING POOL AT DISTANCE OF 4 F.T. AND 12 F.T. AWAY. NOTES: 1. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH AASHTO M199 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE. STEPS IN MANHOLE SHALL HAVE 6" MIN. CLEARANCE. 3. MANHOLE RINGS AND COVERS SHALL BE IN ACCORDANCE WITH AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATTING SURFACES SHALL BE FINISHED TO ASSURE NON-ROCKING FIT WITH ANY COVER POSITION. 4. ALL PRECAST CONCRETE SHALL BE CLASS 4000.

5. FOR DETAILS SHOWING GRADE RING, LADDER, STEPS, HANDHOLDS, AND TOP SLABS, SEE DWG. NO. 2-011, "MANHOLE DETAILS".

NOTES: 48" CATCH BASIN

PRECAST REINF. CONC. DOME PIPE SIZE, TYPE AND PITCH AS PER PLAN

24"

48",54",60",72",OR 96"

36" OR 48"

4'-0"

6" MIN.

OPTIONAL RISERS

12' EFFECTIVE DEPTH

UNSUITABLE / IMPERVIOUS SOIL

4'-10"

UNSUITABLE / IMPERVIOUS SOIL

12" TYPICAL

12", 18", 24", 30", 42', OR 48" RISER SECTIONS AVAILABLE

PRECAST REINF. CONC. LEACHING RINGS

MORTAR FILL

MIN.

48" 54" 60" 72" 96"

DIAM.- 6" DIAM.- 8" DIAM.- 8" DIAM.- 8" DIAM.-12"

PRECAST BASE & INTEGRAL RISER.

CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M199) AND ASTM C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS.

2.

HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE. SEE DWG. NO. 2-006, CATCH BASIN DETAILS. HANDHOLDS SHALL BE PLACED IN ALTERNATING GRADE RINGS OR LEVELING BRICK COURSE WITH A MIN. OF ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE MANHOLE.

3.

ALL REINFORCED CAST-IN-PLACE CONCRETE SHALL BE CLASS 4000.

ALL PRECAST CONCRETE SHALL BE CLASS 4000.

4.

PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE WALL THICKNESS OF 2" MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE ENGINEER.

5.

KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. MAX. HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42" FOR 54" C.B., 48" FOR 60" C.B., 60" FOR 72" C.B., 84" FOR 96" C.B. MIN. DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" C.B.; 12" FOR 72" AND 96" C.B.

6.

CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC. 7.05 AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON-ROCKING FIT WITH ANY COVER POSITION.

7.

ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH OF 60,000 PSI AND BE PLACED IN THE UPPER HALF OF THE BASE WITH 1" MIN. CLEARANCE.

8.

MIN. SOIL BEARING VALUE SHALL EQUAL 3,300 POUNDS PER SQUARE FOOT.

9.

FOR DETAILS SHOWING LADDER, STEPS, HANDRAILS AND TOP SLABS, SEE DWG. NO. 2-006.

10.

SEE THE WSDOT/APWA STANDARD SPECIFICATIONS SEC. 7-05.3 FOR JOINT REQUIREMENTS.

1'-0" FOR 48", 54", & 60" DIAM. 2'-0" FOR 72" & 96" DIAM. 6" * MIN.

FOR SEPARATE CAST-IN-PLACE ONLY

SAND AND GRAVEL BACKFILL

NOTE: MANHOLE COMPONENTS CONFORM TO CURRENT SPECIFICATIONS, ASTM C-478 AND AASHTO M199.

8" x 12" REINFORCED CONC. FOOTING RING

VIRGIN STRATA OF SAND & GRAVEL

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PIPE SIZE PER PLANS AND SPECIFICATIONS

6' MINIMUM PENETRATION INTO VIRGIN STRATA OF SAND & GRAVEL

VIRGIN STRATA OF SAND & GRAVEL

SEPARATE CAST IN PLACE BASE OR SEPARATE PRECAST BASE.

REINFORCING STEEL (FOR SEPARATE BASES ONLY) 0.23 SQ. IN./FT. IN EACH DIRECTION FOR 48" DIAM. 0.19 SQ. IN./FT. IN EACH DIRECTION FOR 54" DIAM. 0.25 SQ. IN./FT. IN EACH DIRECTION FOR 60" DIAM. 0.35 SQ. IN./FT. IN EACH DIRECTION FOR 72" DIAM. 0.39 SQ. IN./FT. IN EACH DIRECTION FOR 96" DIAM.

8" MIN.

BASE POURED IN PLACE BY OTHERS

STEPS OR LADDER, ORIENT WITH INLET SO STEPS WILL CLEAR PIPES. SEE DWG. NO. 2-006.

MAX. HEIGHT = 12'

STEEL REINF. WELDED WIRE FABRIC 6"x12' #6x#8

12"

1' MIN. WASHED GRAVEL COLLAR ALL AROUND (TYP.)

NON-SHRINK GROUT

POLYPROPYLENE SAFETY STEPS OPTIONAL

20" X 24" OR 24" DIAM. TYP.

GRADE RINGS AS REQUIRED

2'-0"

6"

12" MIN. 24" MAX.

CAST IRON FRAME & CLOSED GRATE CAMPBELL FOUNDRY PAT No. 1184 8" MIN. - 12" MAX. BRICK LEVELING COURSE

ADJUSTMENT SECTION (LEVELING BRICKS OR GRADE RINGS OPTIONAL).

HANDHOLDS

6" MAX.

TOP SLAB

3" OR 6" GRADE RINGS AS NEEDED

ECCENTRIC REDUCER CONE

6" MIN.

24" CAST IRON FRAME AND COVER

18" MAX.

FRAME & GRATE OR COVER. SEE SEC. 7.05.

1.

"O" RING

GRAVEL BACKFILL FOR FOUNDATIONS 6" MIN. COMPACTED DEPTH FOR PRECAST BASE ONLY. REINFORCING STEEL (FOR PRECAST BASE & INTEGRAL RISER ONLY) 0.15 SQ. IN./FT. IN EACH DIRECTION FOR 48" DIAM. 0.19 SQ. IN./FT. IN EACH DIRECTION FOR 54" DIAM. 0.25 SQ. IN./FT. IN EACH DIRECTION FOR 60" DIAM. 0.24 SQ. IN./FT. IN EACH DIRECTION FOR 72" DIAM. 0.29 SQ. IN./FT. IN EACH DIRECTION FOR 96" DIAM.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

6. NOT FOR USE IN TRAFFIC BEARING AREAS.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2" EXPANSION JOINT AT 129' - 9"

WINDOW SCHEDULE

260' 36' - 0"

139' - 0" 1

1

1

1 25

OFFICE

OFFICE

OFFICE

2

17'-0"

6'-0"

DOUBLE

WOOD

YES

12'-7"

CHANGE ROOM

18

19

BATH WOMEN

BATH MEN

SHOWER ROOM WOMEN

6'-10"

66'-2"

RECYCLABLES' STORAGE ROOM

20

ELECTRONICS MANUFACTURER 40,300 SF

30

27'-9"

15'-1"

17

7

1

SHOWER ROOM MEN

12'-4"

9'-4"

21'-9"

1

12'-6"

23

CONFERENCE ROOM

22

11'-4"

52'-1" 127'-9"

PUBLIC BATH MEN

5

21'-5"

3

6'-10" 29

102'-10"

SHOW ROOM

24'-11"

11'-5"

4

EMPLOYEE BATH MEN

27 6'-0"

7'-4"

RECEPTION

28 31 MAIN ENTRANCE

1

42' - 0"

EMPLOYEE BATH WOMEN

1

1

1

138' - 0" 280' - 0"

2010 NYS BUILDING CODE ANALYSIS

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

80' - 0"

1

8'-11"

79'-0"

1

24'-10"

24

15'-6"

28'-3"

SITTING AREA

5'-4"

SITTING AREA

20' - 0"

150' - 0"

100' - 0"

2

OUTDOOR DECK AREA

37'-0"

PRODUCTION & ASSEMBLING SPACE 37'-10"

PUBLIC BATH WOMEN

13'-11"

21

18'-8"

6

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

150' - 0"

YES

2

8

16

CHANGE ROOM

1

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

SCR.

WOOD

9

7'-4"

10

15

DINING ROOM

1

FRAME

DOUBLE

29'-3"

11

14

2

TYPE

6'-0"

DOOR SCHEDULE

7'-4"

1

HIGHT

6'-0"

25' - 0"

12

29'-9"

WIDTH

15

26

4'-0"

MECHANICAL ROOM

29'-9" 23'-8"

29'-0"

UNITS

1

1

13

2

29' - 0"

55'-8"

SYM.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

TOP OF PARAPET 20' - 8"

TOP OF WALL 17' - 8"

FINISH FLOOR 0' - 8"

SLAB ON GRADE 0' - 0" BOTTOM OF FOOTING

NORTH ELEVATION

TOP OF PARAPET 20' - 8"

3'-0"

TOP OF WALL 17' - 8"

FINISH FLOOR 0' - 8"

SLAB ON GRADE 0' - 0" BOTTOM OF FOOTING -4' - 0"

SOUTH ELEVATION

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

B

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

A

-4' - 0"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

TOP OF PARAPET 20' - 8"

TOP OF WALL 17' - 8"

FINISH FLOOR 0' - 8"

SLAB ON GRADE 0' - 0"

BOTTOM OF FOOTING -4' - 0"

EAST ELEVATION

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

TOP OF PARAPET 20' - 8"

TOP OF WALL 17' - 8"

FINISH FLOOR 0' - 8"

SLAB ON GRADE 0' - 0"

BOTTOM OF FOOTING -4' - 0"

B

WEST ELEVATION

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

A

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PAIR OF DOORS WITH SIDELITE AND TRANSON

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

STAND ALONE PAIR OF DOORS

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

KEY NOTES

9 316 "-578"

VARIES

D.L.O.

D

KEY NOTES

A VDS STEEL CURTAIN WALL HORIZONTAL MEMBER.

2 38"

C PRESSURE PLATE LOCKING SCREW.

VARIES

9 116 "

Q

A VDS STEEL CURTAIN WALL HORIZONTAL MEMBER.

D SETTING BLOCK (NOT BY VETROTECH).

C

B VDS STEEL CURTAIN WALL VERTICAL MEMBER.

E SETTING BLOCK SHELF.

F

F PRESSURE PLATES WITH WEEP HOLES.

G

C PRESSURE PLATE LOCKING SCREW.

2 12"

G HORIZONTAL COVER CAP WITH WEEP HOLES.

F PRESSURE PLATES.

M

I

VERTICAL WEATHER STRIPPING.

Q

J

FRAME SILL/HEAD PLATE @ VERTICAL MULLION.

H

2 14"

6"

1 12"

K HARDWOOD BLOCK.

5 16"

2 14"

K HARDWOOD BLOCK.

ANCHOR ASSEMBLY (NOT BY VETROTECH).

M ANCHOR BOLTS (NOT BY VETROTECH).

ANCHOR ASSEMBLY (NOT BY VETROTECH).

I

N FIRE STOP & SMOKE SEAL (NOT BY VETROTECH).

C

F

11 1 16 "

5"

O FIRE RESISTANT LOOSE INSULATION (NOT BY VETROTECH).

G

O FIRE RESISTANT LOOSE INSULATION (VETROTECH).

1 34"

N FIRE STOP & SMOKE SEAL (NOT

BY VETROTECH).

283"

D.L.O.

P FINISH SEALANT (NOT BY VETROTECH).

D.L.O.

P FINISH SEALANT (NOT BY VETROTECH).

FRAME WIDTH

Q. CLAMPING FOOT.

Q. CLAMPING FOOT.

FRAME R.O.

2

M ANCHOR BOLT (NOT BY VETROTECH).

3 8"

5 216 "

HORIZONTAL WEATHER STRIPPING WITH FIN.

J FIRE SAFING AND INSULATION (NOT BY VETROTECH).

L

L

WINDOW R.O.

9 316 "-578"

I

1"

R

G VERTICAL COVER CAP. H SGG FIRE RATED GLAZING. SEE GLAZING OPTIONS FOR MORE INFORMATION.

L

D.L.O.

B

1 12"

H SGG FIRE RATED GLAZING. SEE GLAZING OPTIONS FOR MORE INFORMATION.

R

9 1 16 "

M

WINDOW FRAME

VARIES

L

E SETTING BLOCK SHELF.

311 16"

J

H

D SETTING BLOCK (NOT BY VETROTECH).

B

I

B VDS STEEL CURTAIN WALL VERTICAL MEMBER.

SOME CALLOUTS MAY NOT APPLY TO SPECIFIC DETAIL

A E

R. FIELD WELD. D.L.O.

R. FIELD WELD.

A

CURTAIN WALL DETAIL

CURTAIN WALL DETAIL

CONTRAFLAM 120 IGU WITH 1/2" AIR SPACE 120 MIN. EXTERIOR TEMPERATURE RISE APPLICATION

B

VERTICAL MULLION SECTION AT FLOOR SLAB

C

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

HORIZONTAL SECTION AT FLOOR SLAB EXTERIOR APPLICATION SHOWN

9 5 316 " OR 416 "

TO DETERMINE THE APPROXIMATE BACKDEPTH ADD 30" TO THE DOOR HEIGHT AND THEN SUBTRACT THE HIGH LIFT AMOUNT

1 14"

D.L.O. 15 116 "

13 16 "

3 8"

CONTRAFLAM 120 1-9/16" TYPICAL

OPENING

WOOD JAMBS

15 116 "

234" 13/16" 13 16"

D.L.O.

2 3/4"

SIDE ROOM

CONTRAFLAM 120 1-9/16" TYPICAL

1 15/16"

HEADROOM FOR DOOR

5 416 "

1A

3/8"

DOOR WIDTH

15" TRACK RADIUS

9 116 "

MINIMUM SIDE ROOM REQUIRED

HEAD DETAIL 3A

JAMB DETAIL HIGH LIFT AMOUNT IS THE DISTANCE FROM THE TOP OF THE DOOR TO THE UNDERSIDE OF THE HORIZONTAL TRACK

CONTRAFLAM 120 1-9/16" TYPICAL

CONTRAFLAM 120 1-9/16" TYPICAL

JAMB

SPRING LINE

2"

4"

5"

3"

5"

5"

TRACK SIZE

OPENING

STEEL JAMBS

D

TYPICAL CONTRAFLAM STRUCTURE 120 SILL DETAIL

DOOR HEIGHT / OPENING HEIGHT

1 1/8" 1/2"

1/8"

AVAILABLE HEADROOM

MAXIMUM HIGH LIFT

UP TO 64"

HEADROOM MINUS 11"

65" - 133"

HEADROOM MINUS 13"

134" - 180"

HEADROOM MINUS 17"

SIDE ROOM 1" OVERLAP

DOOR WIDTH 2A HORIZONTAL MULLION DETAIL

4A

VERTICAL MULLION DETAIL

SAFETY GLASS

1 1/4"

MINIMUM SIDE ROOM REQUIRED TRACK SIZE

INTUMESCENT INTERLAYER

SPACER POLYSULFIDE SEALANT

BRACKET MOUNTED TRACK/OR CLIP ANGLE MOUNTED TRACK/OR FULL ANGLE MOUNTED TRACK

JOINT SEALANT SILICONE DOWCORNING DC 895, PROVIDED BY VETROTECH

CURTAIN WALL DETAIL E

TYPICAL CONTRAFLAM STRUCTURE 120 JOINT

SPRING LINE

2-3/4"

5"

3"

3-1/2"

5"

00

60 MIN.

00

90/120 MIN.

VDS 120 FLUSH GLAZED DETAILS F

CURTAIN WALL DETAIL

JAMB

2"

LEGEND:

4X KERAFIX FXL 200 PROVIDED BY VETROTECH

INTERIOR OR EXTERIOR APPLICATION (INTERIOR SHOWN)

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

CURTAIN WALL DETAIL

OVERHEAD DOOR SECTION AND DETAILS

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

A NOT TO SCALE

UV SYSTEM NOTE: 1. THE MAIN COLLECTION NETWORK IS INSTALLED HORIZONTALLY AT HIGH LEVEL. 2. WATER COLLECTED BY DRAINS IN THE CENTER OF THE ROOF IS FED TO DOWNPIPES FOR TO THE UNDERGROUND RAINWATER DRAINAGE SYSTEM, ALSO CONNECTING TO CATCH BASINS 1-5.

A NOT TO SCALE

7 58" CMU PARAPET WALL SIDING 3 1/2" BRICK & 2" AIR SPACE SHEET METAL FLASHING AND TRIM

SPRAYED POLYURETHANE FOAM

6" CONCRETE SLAB

3" X 12" STEEL ROOF DECK

STRUCTURAL STEEL FRAMING STEEL JOIST FRAMING

D

WALL SHEETING AND VAPOR MEMBRANE 2" AIR BARRIER

NOT TO SCALE

GUTTER AND DOWNSPOUT

NOT TO SCALE

B NOT TO SCALE

E NOT TO SCALE

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

C

SCUPPER INSTALLATION NOTES: 1. THE CONDUCTOR HEAD IS ATTACHED TO THE EXTERIOR WALL USING MASONRY FASTENERS. THE SCUPPER SPOUT IS LOCKED AND SOLDERED ONTO THE BACK EDGE OF THE CONDUCTOR HEAD. IF CONDUCTOR HEADS WITHOUT OVERFLOW RIM IS USED, THE RIM OF THE HEAD SHOULD BE 1" BELOW THE SCUPPER. 2. A CLOSURE FLANGE IS INSERTED AND SEALED INTO A MASONRY JOINT ABOVE THE SCUPPER. THE SIDES ARE ALSO SEALED AGAINST THE MASONRY. THE SCUPPER IS LOCKED AND SOLDERED ONTO THE FLANGE AT THE TOP AND TWO SIDES. 3. ON THE ROOF SIDE, THE FLANGE IS COVERED BY METAL FLASHING. THE FLANGE IS FORMED AND SOLDERED TO THE ROOF SIDE OF THE SCUPPER, LEAVING AT LEAST 4" OF MATERIAL AROUND THE OPENING. A CONTINUOUS SHEET OF COUNTERFLASHING IS INSERTED INTO A MASONRY JOINT ABOVE THIS FLANGE. THIS FLASHING EXTENDS AT LEAST 2" BEYOND THE ENDS OF THE FLANGE AND LAPS THE SOLDERED JOINT BETWEEN THE FLANGE AND THE SCUPPER. 4. THE BOTTOM EDGE OF THE SCUPPER ON THE ROOF SIDE IS LOCKED AND SOLDERED INTO A CONTINUOUS CLEAT. A METAL GRAVEL STOP IS SOLDERED IN THE SCUPPER.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

GENERAL NOTES: 1. FIVE (5) 6" BOXED GUTTERS WITH 6" LEADERS WILL DRAIN 40,300 S.F. OF ROOF AREA WITH 3" PER HOUR RAINFALL. THE REQUIRED DRAIANAGE IS 10,075 C.F. PER HOUR (167.9 C.F./MIN).

2. EACH 6" LEADER PROVIDES 261 GPM OF DRAINAGE, OR 34.9 C.F./MIN. SIX (6) LEADERS WILL PROVIDE SUFFICIENT ROOF DRAINAGE OF 209.4 C.F./MIN. 3. CATCH BASINS BELOW LEADERS REDIRECT COLLECTED WATER TO LEACHING POOLS AND TO THE CONSTRUCTED POND, MAKING FOR 16% OF ITS VOLUME, PER HOUR.