Class Project

DRAWINGS LIST SYMBOLS LIST

PROPOSED:

NEW INDUSTRIAL BUILDING

TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA

GROUND

SNOW LOAD

WIND SPEED

(MPH)

SEISMIC DESIGN

CATEGORY

SUBJECT TO DAMAGE FROM

WEATHERING FROST LINE DEPTH TERMITE

ICE BARRIER UNDERLAYMENT

REQUIRED

FLOOD

HAZARDS

20 LB/FT^2 110 MPH B

3'-0" BELOW

GRADE

MODERATE

TO HEAVY

SEVERE YES YES

PREPARED BY: NIKOLETA PETROVA

ELECTRONICS MANUFACTURER

FARMINGDALE STATE COLLEGE

2350 BROADHALLOW ROAD

FARMINGDALE, NY 11757

SUNRISE HIGHWAY - NORTH SERVICE Rd.

& ROBINSON AVE.

EAST PATCHOGUE, NY 11772

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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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LAND N/F CCS. COM USA INC.

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LOT B

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SYMBOL

LEGEND

NAME

PROPERTY LINE

SETBACK LINE

1 SPACE / 300 S.F. OF OFFICE AREA

4,200 SF OFFICE / 300

1 SPACE / 500 S.F. OF INDUSTRIAL AREA

36,100 SF WORK FLOOR/ 500 S.F.

4 ACCESSIBLE PARKING SPACES/100 SPACES

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

REQUIRED BY:

HUNTINGTON ZONING CODE

I-1 LIGHT INDUSTRIAL

CORNER LOT

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

BUILDING AREA 150 FT X 260 S.F.

(MINUS ENTRANCE AREA 1/2(Π X 21²) S.F.)

(STORAGE/LOADING AREA 2000 S.F.

NOT INCLUDED)

REQUIRED PARKING

OCCUPIED AREA

86 PARKING SPACES

4 ACCESSIBLE PARKING SPACES

3 LOADING DOCKS

PROVIDED PARKING

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3

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ECK AREA


40,300 S.F.

1

RETENTION/DETENTION

POND

SURFACE 12,500 S.F.

(VOL. 32,194 C.F.)

SITE PLAN APPROVAL: AS PER TOWN OF HUNTINGTON

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.

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

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

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).

PARKING DESIGN

38,307 S.F.

14 STALLS

72 STALLS

4 STALLS

3 DOCKS

GENERAL NOTES: AS PER TOWN OF HUNTINGTON

1. 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.

4. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS

5. ALL UTILITIES TO BE INSTALLED UNDERGROUND

6. ALL DESIGNED LANDSCAPED AREAS TO HAVE MULCH

7. 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.

8. COUNTY DEDICATION TO BE FILED PRIOR TO ISSUANCE OF CERTIFICATE OF

OCCUPANCY.

9. 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.

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R O B I N S O NA V E N U E

14'-8"

12'

CLEARANCE MIN.

10'-8"

6"∅ STEEL BOLLARDS

CONC. FILLED (TYP)

DROP PIN HOLE

(TYP.)

3000 PSI CONCRETE SLAB W/ FIBER

MESH REINORCNING - MONOLITHIC,

MIN 6" THICKNESS, 6"x6"/10x10 W.W.F..

8"x 16" CONCRETE FOOTING

W/ 2- #5 REBAR (TYP.)

DROP PIN

(TYP.)

PLANELEVATION

SWING GATE

(TYP.)

SWING GATE (TYP.)

12'

CLEARANCE MIN.

GRADE

1-#5 AT 4' CENTER

TIE BEAM WITH

1-#5 REBAR CONTINUOUS

SLO

PE 1/4"

PER 1-FT.

6" CO

NC. SLAB

48"

MAX

4'

Min.

6'

GRADE

14"

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6"

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AC6096 ALUMINUM

MOBILE LOADING BOARD

(NOTE: 60"x96"

10,000 LB CAPACITY)

12'X14'

OVERHEAD

DOOR

12'X14'

OVERHEAD

DOOR

10'X12'

OVERHEAD

DOOR

FOUNTAIN

& WATER

PUMPS

P

HYBRID

PROVIDED ADDITIONAL PARKING

4 HYBRID SPACES

PROVIDED:

HUNTINGTON ZONING CODE

I-1 LIGHT INDUSTRIAL

CORNER LOT

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

SIGN 1

SIGN 2

SIGN 3

SIGN 4

LOCATION

SITE SIGNAGE TABLE

SYMBOL

P

HYBRID

P

HYBRID

P

HYBRID

2. FINISH TO BE WEATHER RESISTANT, BAKED-ON POWDER

POLYMER COATING.

4. PLACEMENT OF BICYCLE RACK SHALL BE CONVENIENT TO

MAIN ENTRANCE AND IN A HIGHLY VISIBLE AREA.

3. ANCHOR RACK TO CONCRETE W/3/8" Ø 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.

5. 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.

EXISTING CONCRETE CURB

EXISTING CONCRETE CURB

LANDSCAPE AREA

MITER & BUTT

WELD CORNERS

STANDING SEAM METAL ROOF

T.S. FRAME

24 GA RIDGE

& HIP TRIM

10 GA CLOSURE

TYP. ALL 4 SIDES

10 GA HIP MEMBER

BELOW METALROOF,

TYP.

T.S. RIDGE - PROVIDE 2X2 HAND HOLE WITH COVER

PLATE AT CENTER OF RIDGE TUBE FOR FUTURE ELEC.

SYMBOL

LEGEND

NAME

ASPHALT

PAVERS

LANDSCAPE

4'-4"

4"9'-0"

4'-4"

2'-9" 4"

18'-0"

11'-10"

2'-9"

1. DOUBLE RACK HOLDS 4 BICYCLES.

NOTES:

CLEARANCE

BETWEEN

MULTIPLE

DOUBLE RACK

INSTALLATIONS

31"

24" MIN. CLEARANCE28"28" MIN.

SEE NOTE 6

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)

1"X2" RECTANGULAR

STEEL TUBING BASE,

11 GAUGE

14 1/2"

18 1/2"

1/8"x2"x2"x0-2" ANGLE

ANCHOR BRACKETS W/

1/2"∅ HOLE. WELD TO

BASE. (4 REQ'D)

18"

7

1

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R

15"

24"

34"

9"

1/4"

TYP.

UPRIGHT

SUPPORTS

1 1/2" O.D.

STEEL TUBING,

11 GAUGE,

WELD TO BASE

PERFORATED METAL

PANELS - PAINTED

METAL

CLOSURE

24 GAGE STANDING

SEAM ROOF

RIDGE TRIM

T.S. RIDGE BEAM

OPENING FOR FUTURE

ELECTRICAL

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

12

4

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

KICK PLATE ACCESS PANEL

COMPACTION

CONCRETE SLAB

1/2" EXPANSION

JOIN MATERIALS

EXISTING

SIDEWALK

12" CONCRETE FOOTING

W/ #5 REBAR AT 12" O.C.

EACH WAY

T.S. FRAME

1/2" EXPANSION

JOINT MATERIALS

TOP OF SLAB

1'-0"1'-0"

7

1

2

"

3"

CLR.

1 1/2"

CLR.

SECTIONSECTION

A B

2"x2" HAND HOLE

WITH COVER, EACH

COLUMN

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

METAL

CLOSURE

STANDING SEAM METAL ROOF

12

4

METAL CLOSRE

BEYOND

2'-9"

2'-8"

2'-8"

2'-8"

PERFORATED

METAL PANELS

2"x2" HAND HOLE

EACH COLUMN

12" CONCRETE

FOOTING BEYOND

4"

S04°23'52"E

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RETAINING WALL NOTES:

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

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

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

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.

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.

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.

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. 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.

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.

ALLAN BLOCK

WALL BATTER

FROM VERTICAL

4 in (100 mm) TOE DRAIN

PIPE VENTED TO DAYLIGHT

4 in (100 mm)

HEEL DRAIN

PIPE VENTED TO

DAYLIGHT

ALLAN BLOCK

UNIT

FINISHED GRADE

GEOGRID

REINFORCEMENT

TYPE AND

LENGTH VARIES

PER WALL DESIGN

EXTENDED

LENGTH MAY

BE REQUIRED DUE

TO

SITE OR SEISMIC

CONDITIONS

OPTIONAL ALLAN

BLOCK CAPSTONE

FINISHED GRADE

3' COMPACTION ZONE

(TO BACK OF CUT)

RETAINED SOIL

IMPERMEABLE

FILL TO

MINIMUM

THICKNESS OF

6 in (150 mm)

FENCE OR RAILING

CONCRETE POST FOOTING

EXCAVATED AND

BACKFILLED TRENCH

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GEOTEXTILE

FABRIC

EXISTING

GROUND

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ISOMETRIC VIEW

GEOTEXTILE FABRIC

SEE NOTE 4

FLOW DIRECTION

EXCAVATED AND

BACKFILLED TRENCH

EXISTING GROUND

SUPPORT POSTS

SEE NOTE 2 FOR LENGTH

TYPICAL SECTION

ESTIMATED LENGTH

OF SILT FENCE

SEE SHEET OF

FOR LOCATION

WILL BE BY WIRE FASTENERS OR 50 POUND PLASTIC TIE STRAPS ON THE UPSLOPE SIDE.

FOLLOWING REQUIREMENTS:

PUNCHED, HEAT BONDED, RESIN BONDED, OR COMBINATIONS THEREOF. ALL FABRIC SHALL MEET THE

STABILIZED NYLON, POLYETHYLENE, OR POLYVINYLIDENE CHLORIDE. NON-WOVEN FABRIC MAY BE NEEDLE

4. THE GEOTEXTILE FABRIC SHALL CONSIST OF EITHER WOVEN OR NON-WOVEN POLYESTER, POLYPROPYLENE,

INCH STAPLES IN AT LEAST 3 PLACES, OR WITH WOODEN LATH AND NAILS. ATTACHMENT TO STEEL POSTS

3. THE GEOTEXTILE FABRIC SHALL BE ATTACHED DIRECTLY TO THE UPSLOPE SIDE OF WOODEN POSTS WITH 0.5

BE A MAXIMUM OF 8 FEET FOR WOVEN FABRIC AND 3 FEET FOR NON-WOVEN FABRIC.

A MINIMUM WEIGHT OF 1.3 POUNDS PER LINEAL FOOT AND 5 FEET LONG. POST SPACING SHALL

OF HICKORY OR OAK AND 4 FEET LONG. STEEL POSTS SHALL BE STUDDED "TEE" OR "U" TYPE WITH

2. WOODEN SUPPORT POSTS SHALL BE A MINIMUM DIMENSION OF 1-1/8" x 1-1/8" AIR OR KILN DRIED

TO THE EXISTING GROUND SURFACE.

1. THE GEOTEXTILE FABRIC SHALL BE PLACED IN THE EXCAVATED TRENCH, BACKFILLED, AND COMPACTED

NOTES:

-1

MINIMUM ULTRAVIOLET STABILITY

MINIMUM GRAB TENSILE STRENGTH

IN THE MACHINE DIRECTION


IN THE CROSS MACHINE DIRECTION

MAXIMUM APPARENT OPENING SIZE

EQUIVALENT STANDARD SIEVE

MINIMUM PERMITTIVITY

ASTM D 4355 70%

ASTM D 4491 0.05 SEC

ASTM D 4751 NO. 30

100 LBS.

120 LBS.

ASTM D 4632

ASTM D 4632

VALUE METHOD

MAXIMUM APPARENT OPENING SIZE

IN THE CROSS MACHINE DIRECTION


IN THE MACHINE DIRECTION


TEST REQUIREMENT

-1

MAXIMUM PERMITTIVITY

ASTM D 4491 0.135 SEC

OR 10 gpm/sq ft at 50

mm constant head.

PERCENTAGE OF STRENGTH RETAINED

AFTER 500 HOURS OF EXPOSURE


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N04°12'49"W ACTUAL (N04°13'46"W DEED)

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* 18,237.0 S.F. @ 3" = 4,559.3 CU.FT. X 1

BUILDING ROOF DRAINAGE TO POND = 4,559.3 CU.FT.

* 22,062.5 S.F. @ 3" = 5,515.6 CU.FT. X 1

BUILDING ROOF DRAINAGE TO COLLECTION SYSTEM = 5,515.6 CU.FT.

PERMEABLE PAVERS PARKING DRAINAGE TO POND

= 1,275.0 CU.FT.

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

AREA #1

AREA #2

TOTAL DRAINAGE REQUIRED

TOTAL DISTRIBUTION DRAINAGE PROVIDED = 1,614.4 CU.FT.

= 600.0 CU.FT.



TOTAL DRAINAGE PROVIDED = 807.2 CU.FT.

= 1,467.2 CU.FT.



TOTAL DRAINAGE PROVIDED = 1,614.4 CU.FT.

= 3,825.0 CU.FT.




AREA #3

AREA #4

PERMEABLE PAVERS PARKING DRAINAGE

PERMEABLE PAVERS PARKING

PERMEABLE PAVERS PARKING DRAINAGE


TOTAL DRAINAGE PROVIDED


ASPHALT DRIVEWAY DRAINAGE

= 9,800.4 CU.FT.

=10,090.0 CU.FT.

23,200.0 @ 3" = 5,800.0 CU.FT. X 1

= 5,800.0 CU.FT.


AREA #5

32,000.0 @ 3" = 8,000.0 CU.FT. X 0.3

9,983.0 @ 3" = 2,495.75 CU.FT. X 0.3

8,000 @ 3" = 2,000.0 CU.FT. X 0.3

17,000.0 @ 3" = 4,250.0 CU.FT. X 0.3

* 38,300 SF X .04GPD/ SF

* REQUIRED: 1,500.0 GPD X 2 DAYS = 3,000.0 GAL/2DAYS > 900 GPD (MIN)

* ALLOWABLE DENSITY = 600 GPD/AC

SEPTIC TANK DESIGN

(PROPOSED DENSITY = 267.86 < 600 GPD/AC)

SEPTIC SYSTEM - 258,657 S.F. SITE

DESIGN FLOW (FOR GENERAL MANUFACTURER, EXCLUDE ENTRANCE & DOCKS)

= 1,500.00 GPD

* 1,500 GPD/ 5.6 ACRES = 267.86 GPD/ACRE

DENSITY CALCULATIONS GROUND WATER MANAGEMENT ZONE

* REQUIRED: 1,500.0 GPD / ( 1.5 GAL/SF) = 1,000.0 SF > 300SF (MIN)

SANITARY LEACHING POOL DESIGN

* 1,000.0 SF/ 31.42 (SF/FT) @ 6 FT DEPTH

* 10' DIAMETER SANITARY POOL @ 6' EFFECTIVE DEPTH

* 500 GPF SEPTIC TANK

* 12'-5" LONG X 7'-0" WIDE X 6'-0" DEEP TANK = 3,000.0 GAL

PROVIDED DEPTH

2,338.0 @ 3" = 584.5 CU.FT. X 0.3

PERMEABLE PAVERS DRAINAGE = 175.4 CU.FT.

LANDSCAPE DRAINAGE

51,000.0 @ 3" = 12,750.0 CU.FT. X 0.3

= 3,000.0 CU.FT.

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

= 403.6 CU.FT.

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

= 403.6 CU.FT.




TOTAL DISTRIBUTION POOLS PROVIDED = 2,421.6 CU.FT.

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.

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.

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).

PROVIDED: 6 LEACHING POOLS

LANDSCAPE DRAINAGE

9,580.0 @ 3" = 2,395.0 CU.FT. X 0.3

= 718.5 CU.FT.

= 748.7 CU.FT.



FRONT YARD LANDSCAPE DRAINAGE

8,000.0 @ 3" = 2,000.0 CU.FT. X 0.3

= 600.0 CU.FT.

= 2,400.0 CU.FT.

(~4.0% OF POND VOLUME)

(~14.2% OF POND VOL.)

POND SURFACE OF 12,500 S.F. HOLDS 32,194 C.F.

S

7

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3

9

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4

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"

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40,300 S.F

XERISCAPE PLANTING SCHEDULE

COMMON NAME

KEWENSIS

ARTEMISIA

MOUNTAIN BLUE

DAYLILY

'WHICHITA BLUE'

JUNIPER

SAGE

SEDUM

BOTANICAL NAME

EUONYMYS FORTUNEI

ARTEMISIA ALBULA

'SILVER KING'

CENTAUREA

'MONTANA BLUE'

HEMEROCALLIS

'CHICAGO SUNRISE'

'WHICHITA BLUE'

JUNIPER

PEROVSKIA

ATRIPLICIFOLIA

SEDUM

'AUTUM JOY'

HEIGHTSPREAD

NUMBER

0.5'

2'-3'

1'-2'

2'-3'

14'-16'

4'-5'

2'

3'

10'

1'-2'

3'

5'

3'

2'

54

366

75

100

24

38

2

3

1

2'-

1'

PERIWINKLE VINCA MAJOR

-

SYMBOL

WETLAND PLANTING SCHEDULE

COMMON NAME

HARDY WATER LILY

CATTAIL

BOTANICAL NAME

NYMPHAEA 'MARLIACEA

CHROMATELLA'

HEIGHTSPREAD

NUMBER

0.5'

0.25'

4'-6'

3'

1'-3'

4'-6'

-

300

45

DUCKWEED

LEMNA MINOR

NOTES: POND DESIGN

1. CATTAIL PLANTED DIRECTLY IN THE MUDDY SHALLOWS OF PONDS WILL BE

HARD TO ERADICATE. PLANT IN WATER TO 12" DEEP. PLANTS WILL SELF

SEED.

2. ONE MATURE WATER LILY PER 20 S.F. OF SURFACE AREA, MINIMUM, WILL BE

PLANTED IN CONTAINERS, ANCHORED TO THE BOTTOM.

3. 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.

4. THIS POND IS NOT PROTECTED UNDER THE FRESHWATER WETLANDS ACT.

JAPANESE

MAPLE

ACER PALMATUM6'-12' 9'-15'

12

MULCH 3" FROM TRUNK

OF THE ROOTBALL

3 TO 5 TIMES THE WIDTH

SPREAD

HEIGHT

MULCH 3" DEPTH

ROOTBALL

UNDISTURBED SOIL

2"X2"X4' STAKE

18"MIN.

2"X2"X4' CROSS MEMBER

2"X2"X4' STAKE

TILLED AND LOOSENED

NATIVE SOIL BACKFILL

NOTES: STREET TREE PLANTING

1. ALL WOOD SHALL BE SPRUCE OR PINE-NOT PRESSURE TREATED.

2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS.

3. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK.

4. 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.

TILLED AND LOOSENED NATIVE SOIL BACKFILL

FERTILIZER TABLETS AS SPECIFIED. PLACE

UNIFORMLY AROUND ROOT MASS BETWEEN

MIDDLE AND BOTTOM OF ROOT MASS.

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

2"X2"X4'

CROSS MEMBER

2-2.5"

DRYWALL SCREWS

WATER RING (6" WIDTH & HEIGHT)

PROVIDING A WATER COLLECTION

BASIN

PREPARED PLANTING SOIL

EXISTING UNDISTURBED SOIL

3" MULCH LAYER

MULCH 3" FROM STEMS

SPREAD

3 TO 5 TIMES WIDTH

OF ROOTBALL

HEIGHT

FERTILIZER

TABLETS AS

SPECIFIED. PLACE

UNIFORMLY

AROUND ROOT

MASS BETWEEN

MIDDLE AND

BOTTOM OF ROOT

MASS

NOTES: STREET TREES PLANTING AS PER TOWN OF HUNTINGTON

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.

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

1

2

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

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. 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.

7. 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

EADER INTACT TO A HEIGHT OF AT LEAST 8 TO 10 FEET FOR 1

1

2

" CALIPER, WITH SYMMETRICAL WELL

BRANCHED TOPS, BRANCHED 6'-7' FROM GROUND.

8. 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.

GENERAL NOTES: AS PER TOWN OF HUNTINGTON

1. ALL PLANT MATERIALS AND METHODS OF INSTALLATION SHALL CONFORM TO THE AMERICAN ASSOCIATION OF

NURSERYMAN, AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION.

2. 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.

3. 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).

4. 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).

5. 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.

6. 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.

7. ALL AREAS DISTURBED BY CONSTRUCTION TO BE REPAIRED OR RESTORED TO ORIGINAL CONDITION AT NO

ADDITIONAL COST TO THE OWNER.

8. PLANTING SOIL MIXTURE: 2 PARTS NATIVE SOIL TO 2 PARTS TOPSOIL TO 1 PART ORGANIC COMPOST.

9. ALL LAWN AREAS TO RECEIVE 4" TOPSOIL, PLANT AND ANNUAL BEDS 12" TOPSOIL.

10. 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%.

11. 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.

1/3 TREE

HEIG

HT

WIDE NYLON WEBBING

ROOT CROWN AT

FINISH GRADE,

OR 1-2" ABOVE GRADE

2"x2" WOOD STAKE AT

OR BELOW GRADE

FINISH GRADE

TILLED OR BROKEN UP

SOIL MIN 12" DEEP

2" SETTLED LAYER OF MULCH

2X WIDTH OF ROOTBALL

NOT TO SCALE

NOTES: JUNIPER TREE PLANTING

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.

2. 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.

3. SCARIFY THE SUBGRADE AND SIDES OF THE PLANTING HOLE WHEN PLANTING IN CLAY

SOILS (MORE THAN 15% CLAY).

4. 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.

5. SET THE TOP OF THE ROOT BALL LEVEL WITH THE SOIL SURFACE OR SLIGHTLY HIGHER IF

THE SOIL IS PRONE TO SETTLING.

6. AFTER THE TREE IS SET IN PLACE, REMOVE BURLAP, WIRE AND STRAPS FROM AT LEAST

THE UPPER 1/3 OF THE ROOTBALL.

7. 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.

8. USE THREE 2" X 2" WOOD STAKES DRIVEN INTO UNDISTURBED SOIL A MINIMUM OF 16

INCHES. SPACE STAKES EQUALLY AROUND THE TREE.

9. ATTACH 3/4" NYLON WEBBING TO CONNECT THE TREE TO STAKES. ATTACH WEBBING AT

1/3 THE TREE HEIGHT.

10. 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.

11. PRUNING SHALL BE LIMITED TO DEAD, DISEASED, OR BROKEN LIMBS ONLY AND SHALL BE

IN ACCORDANCE WITH ANSI A300 SPECIFICATIONS.

12. REMOVE ANY TRUNK WRAP REMAINING AT TIME OF PLANTING. NO WRAPS SHALL BE

PLACED ON TRUNK.

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

A

B

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HYBRID

P

HYBRID

P

HYBRID

P

HYBRID

S

U

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H

W

A

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D

7-30'

20'

NOT TO SCALE

B

S04°23'52"E

S

7

2

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3

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'

4

4

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W

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7

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3

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2

3

"

W

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N04°12'49"W ACTUAL (N04°13'46"W DEED)

3

7

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40,300 S.F

2

3

1

C

L

1

2

" x 8'-0" COPPER CLAD

GROUND ROD

C

L

P

HYBRID

P

HYBRID

P

HYBRID

P

HYBRID

B

A

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S04°23'52"E

S

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3

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4

4

"

W

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7

2

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3

8

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2

3

"

W

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)

N04°12'49"W ACTUAL (N04°13'46"W DEED)

3

7

8

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6

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'

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700.00' ACTUAL (700.00' DEED)

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OPTIONAL CURB

SEE NOTE 5

CURB RAMP

GENERAL NOTES:

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:

1. 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.

3. 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.

5. 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.

6. RAMP TRANSITIONS BETWEEN WALKS, LANDINGS, GUTTERS, OR STREETS SHALL BE FLUSH

AND FREE OF ABRUPT VERTICAL CHANGES (1/4" MAX).

7. 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.

LANDING NOTES:

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.

NOTE: THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE FOOT OF

A CURB RAMP, LANDING, OR BLENDED TRANSITION SHALL BE 5% MAXIMUM

RO

AD

WAY

MAXIM

UM

SLO

PE 5

%

CU

RB RAM

P

M

AXIM

UM

SLO

PE 8.33%

LANDING

TOOLED EDGE

#3 REBAR

BETWEEN

EXPANSION

JOINTS (TYP.)

1

1

2

" RADIUS

1

1

2

" NYSDOT TYPE 6FRA

ASPHALT TOP COURSE

TACK COAT

(SEE NOTE 1)

3" NYSDOT TYPE 3RA

ASPHALT BINDER COURSE

COMPACTED

SUBGRADE

(SEE NOTE 2)

12'-0" MIN. REINFORCED CONCRETE DRIVEWAY APRON

6" CURB (TYP.)

1'-8" 1'-8"12'-0" DROPPED CURB

6" CU

RB REVEAL

1" CURB REVEAL MAXIMUM

#3 REBAR (TYP.)

6X6-6X6 WWM

ASTM A82 & A185 FLAT SHEETS

6X6-6X6 WWM

ASTM A82 & A185 FLAT SHEETS

BOTTOM

OF CURB

TOP OF DRIVEWAY

SUBSURFACE

CONCRETE CURB

1/2" PREMOLDED

EXPANSION JOINT

1/2" PREMOLDED

EXPANSION JOINT

MECHANICAL JOINT

6" GATE VALVE

24" M

AX.

18" M

IN

.

ROADWAY

CAST IRON VALVE BOX

5' MAXIMUM

DUCTILE IRON PIPE

CONCRETE SIDEWALK

(IF APPLICABLE)

MECHANICAL JOINT

HYDRANT TO BE PLACED

WITH PUMPER NOZZLE

FACING THE TRAVEL/FIRE

LANE

CONCRETE

ENCASEMENT

TAMPED BACKFILL

MINIMUM OF 8 CUBIC FEET

OF No. 57 STONE

CONCRETE BLOCKING

MINIMUM 1/3 CUBIC YARDS AT

3000 P.S.I.

UNDISTURBED

SOIL

UNDISTURBED SOIL

TAMPED BACKFILL

CONCRETE THRUST BLOCK

1/3 cu.yd. @ 3000 P.S.I.

2' MINIMUM

15' MAXIMUM

FINISHED GRADE

CURB & GUTTER

L

C

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.

MAIN LINE TEE

3/4" STAINLESS STEEL

RODDING

NOTES:

5' M

AX.

4' M

IN

IM

UM

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.

NOTES:

1. PEDESTRIAN APPLICATIONS ONLY.

2. NO. 2 STONE SUBBASE THICKNESS VARIES WITH DESIGN AS PER GEOTECH REPORT.

NO. 8 CRUSHED AND WASHED AGGREGATE IN OPENINGS

STONEBILT CONCEPTS PAVER SLAB, 1 3/4" THICK

CURB/EDGE RESTRAINT WITH CUT-OUTS

FOR OVERFLOW DRAINAGE (CURB SHOWN)

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

SUBBASE COURSE: 6" THICK, NO. 2

STONE CRUSHED AND WASHED

OPTIONAL GEOTEXTILE ON BOTTOM AND SIDES

OF SUBBASE, BASE AND BEDDING COURSES

SOIL SUBGRADE - ZERO SLOPE

Non-Walking Surface

RAMP CURB

CONC.SIDEWALK

Exist. Type I Curb

Remove Back of Curb

2

'

R

2

'

R

Grass Planting or Other

Non-Walking Surface

if Existing

Flow Line

Grass Planting or Other

6"

4'/5'

6" Vertical Curb

6"

in Transition

Match Existing if

Existing Sidewalk

5" STONE BLEND OR

6" R.C.A. BASE COURSE

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CONC. WALK

STRIPE (TYPICAL)

6" WIDE TRAFFIC BLUE

HANDICAPPED SIGN

TRAFFIC WHITE

CONC. WALK

RAMP DOWN

STRIPE (TYPICAL)

6" WIDE TRAFFIC WHITE

2" (TYPICAL)

5'-0" MIN.

17'-0"

6

0

°

6'-0"

18'-0"M

IN

.

2'-0"

5'-0"

12'-0"

6" STROKE

(TYPICAL)

SEE INDEX NO. 119

44"

MIN

.

SEE INDEX NO. 109

RAMP DOWN

CONC. WALK

WHITE BACKGROUND

BLACK BORDER

BLACK BORDER

& LETTERS

WHITE BORDER

BLUE BACKGROUND

& SYMBOL

WHITE BACKGROUND

& LETTERS

ON 1/8" THICK SHEET

DISABLED PARKING SIGN

STANDARD PRE-PAINTED

ALUMINUM

(2.5 LBS. PER FDOT SPEC.)

12' GALVANIZED U-CHANNEL POST

1'-0"

1'-6"

9"

9"

N.T.S.

7'-0"

2'-6"

6"

8"

6"

(TOP OF THE SIGN)

(MIDDLE OF THE SIGN)

(BOTTOM OF THE SIGN)

DOUBLE YELLOW

BARRIER LINE

(OPTIONAL)

WHITE STOP BAR

4' M

IN

.

CROSSWALK MARKINGS

R6-1R

36" x 12"

R5-1

30" X 30"

R1-1

30" x 30"

R3-5R

30" x 36"

OM-3C

36" x 12"

TYPICAL

SIGN

SYMBOL

NOTES:

1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST

ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE

ENTRANCE.

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.

3. SURFACE SLOPES OF ACCESSIBLE OFF-STREET PARKING SPACES SHALL BE THE

MINIMUM POSSIBLE AND SHALL NOT EXCEED 2 PERCENT IN ANY DIRECTION.

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

SURROUNDING SURFACE.

5. CURB RAMPS SHALL CONFORM TO THE DETAILS PROVIDED.

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.

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.

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.

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.

1'-0" to 5'-0"

NOTES:

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.

1'-0" to 2'-0"

6'-0" M

in

6'-0"

12'-0"

1'-0" GRID

1'-0"

(L) ARROW

(FOR (R) USE MIRROR IMAGE)

2'-0" G

RID

8" X 2'-6" CONCRETE MASS.

FINISH TOP OF MASS LEVEL

WITH A SLIGHT RAISED WASH

APPROXIMATED 1/2" ABOVE

LEVEL OF TURF/SOD.

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1'-0" FOR 48", 54", & 60" DIAM.

2'-0" FOR 72" & 96" DIAM.

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

MAX.

MIN.

MIN.

MORTAR

FILL

SEPARATE CAST IN PLACE

BASE OR SEPARATE

PRECAST BASE.

54" DIAM.- 8"

60" DIAM.- 8"

72" DIAM.- 8"

96" DIAM.-12"

PRECAST BASE &

INTEGRAL RISER.

GRAVEL BACKFILL FOR FOUNDATIONS

6" MIN. COMPACTED DEPTH

FOR PRECAST BASE ONLY.

STEPS OR LADDER, ORIENT

WITH INLET SO STEPS WILL

CLEAR PIPES. SEE DWG.

NO. 2-006.

ADJUSTMENT SECTION

(LEVELING BRICKS OR GRADE

RINGS OPTIONAL).

FRAME & GRATE OR

COVER. SEE SEC. 7.05.

HANDHOLDS

18" M

AX.

TOP SLAB

6"

20" X 24" OR

6" M

IN

.

MAX. H

EIG

HT =

12'

2'-0"

6"

"O" RING

REINFORCING STEEL (FOR SEPARATE BASES ONLY)

0.23 SQ. IN./FT. IN EACH DIRECTION FOR 48" DIAM.




REINFORCING STEEL (FOR PRECAST BASE & INTEGRAL RISER ONLY)





1. 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

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"

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.

48" DIAM.- 6"

0.25 SQ. IN./FT. IN EACH DIRECTION FOR 60" DIAM. 0.25 SQ. IN./FT. IN EACH DIRECTION FOR 60" DIAM.

C.B.; 12" FOR 72" AND 96" C.B.

IN ALTERNATING GRADE RINGS OR LEVELING BRICK COURSE WITH A

MIN. OF ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE

MANHOLE.

TYP.

24" DIAM.

*

FOR SEPARATE

CAST-IN-PLACE

ONLY

12"

SECTION A-A

INLET

OUTLET

12"

MIN

.

24"

MAX.

12' EFFECTIVE D

EPTH

6' M

IN

IM

UM

PEN

ETRATIO

N IN

TO

VIRG

IN

STRATA O

F

SAN

D &

G

RAVEL

PRECAST REINF. CONC.

LEACHING RINGS

PRECAST REINF.

CONC. DOME

PIPE SIZE, TYPE AND

PITCH AS PER PLAN

NON-SHRINK GROUT

STEEL REINF.

WELDED WIRE

FABRIC 6"x12'

#6x#8

SAND AND GRAVEL BACKFILL

1' MIN.

WASHED GRAVEL

COLLAR ALL

AROUND

(TYP.)

CAST IRON FRAME & CLOSED GRATE

CAMPBELL FOUNDRY

PAT No. 1184

UN

SU

ITABLE / IM

PERVIO

US SO

IL

UN

SU

ITABLE / IM

PERVIO

US SO

IL

VIRGIN STRATA OF

SAND & GRAVEL

VIRGIN STRATA OF

SAND & GRAVEL

8" x 12" REINFORCED

CONC. FOOTING RING

8" MIN. - 12" MAX.

BRICK LEVELING COURSE

HIGH WATER ELEVATION

E.L. 40.00

E.L. 38.00

E.L. 36.00

E.L. 34.00

RIP RAP

15" HDPE AT

1

4

" PER F.T.

25'-6" TO M.H. 1

NOTES:

1. RIPRAP MOUND HEIGHT = DESIRED

TOE DOWN DEPTH

2. RIPRAP MOUND THICKNESS = 1'

(OR 2X LAYER THICKNESS ON SLOPE IF

GRAVEL IS NOT USED)

3. EACH MAN HOLE CONNECTS TO A

LEACHING POOL AT DISTANCE OF 4 F.T. AND

12 F.T. AWAY.

GRAVEL PROTECTION LAYER

1 F.T. MIN.

1 F.T. IMPERVIOUS

BENTONITE CLAY BLANKET

GROUND COVER

BERM

3H:1V

OPTIMAL SLOPE

NOTE: MANHOLE COMPONENTS

CONFORM TO CURRENT

SPECIFICATIONS, ASTM C-478

AND AASHTO M199.

3" OR 6"

GRADE RINGS

AS NEEDED

24" CAST IRON

FRAME AND COVER

BASE POURED IN

PLACE BY OTHERS

ECCENTRIC

REDUCER CONE

12", 18", 24",

30", 42', OR 48"

RISER SECTIONS

AVAILABLE

4'-0"

4'-10"

24"

12"

TYPICAL

OPTIONAL

RISERS

36" OR 48"

6"

6" MIN.

8" MIN.

GRADE RINGS

AS REQUIRED

PIPE SIZE PER PLANS

AND SPECIFICATIONS

POLYPROPYLENE

SAFETY STEPS

OPTIONAL

E.L. 32.00

NORMAL WATER ELEVATION

E.L. 34.75

3' PLANTED SHELF

(SILT FILL)

2' FREE BOARD

RIM. 39.53

DRAIN OUTLET PIPE

INV. 36.00

INV. 33.53

M.H. 1

SURFACE INLET

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".

6. NOT FOR USE IN TRAFFIC BEARING AREAS.

3'-0"

4'-0"

7'-0"

NOTES: 48" CATCH BASIN

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SPRAYED POLYURETHANE FOAM

SHEET METAL FLASHING AND TRIM

GUTTER AND DOWNSPOUT

SIDING

3 1/2" BRICK & 2" AIR SPACE

7

5

8

" CMU PARAPET WALL

WALL SHEETING AND VAPOR MEMBRANE

2" AIR BARRIER

3" X 12" STEEL ROOF DECK

STEEL JOIST FRAMING

6" CONCRETE SLAB

STRUCTURAL STEEL FRAMING

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.

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.

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.

NOT TO SCALE

NOT TO SCALE

D

NOT TO SCALE

E

NOT TO SCALE

C

NOT TO SCALE

B

A

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