c-901townofdoverny.us/uploads/51_607 phase 1a c-901 standard site... · c-901 site details standard...

C-901

SITE DETAILS

STANDARD

MAXIMUM PAYMENT LIMIT FOR

TEMPORARY PAVEMENT

EXISTING

PAVEMENT

UNDISTURBED

MATERIAL

EXISTING

PAVEMENT

UNDISTURBED

MATERIAL

COMPACTED BACKFILL

TRENCH SIDES

NYSDOT ITEM NO. 403.13

2" ASPHALT PAVEMENT

REMOVAL

LIMIT OF PAVEMENT

COMPACTED SUBBASE

4" THICK

NYSDOT ITEM NO. 556.0101

COMPACTED SUBBASE

PLANS

SHOWN ON

PITCH AS

CONCRETE SIDEWALK PAVEMENT SECTION

1’-5/16"

3’-1/2"HOLE 1" FROM TOP.CENTER, WITH FIRSTDIAM. HOLES, 1" ONLENGTH WITH 3/8"PUNCHED FULLSIGN POSTS TO BE

DESIGN MOMENT: 1750 FT*LBS

PLAN

38"

MIN.

MO

UN

TIN

G

HEIG

HT

EM

BE

DM

EN

T

SIGN ASSEMBLYCENTROID OF

POSTSIGN

SYSTEMBREAKAWAYMINUTE MANMARION

POSTBASE

ELEVATION

SURFACEABOVE GRNDPROTRUSION4" ALLOW.

SIG

N

PO

ST)

3

LB/

FT

PO

ST(1’-

7/8" -

- 4

LB/

FT

BA

SE

1’-

15/16"

RIB-BAK3 LB/FTSIGN POST

LOCKNUT

RIB-BAK4 LB/FTBASE POST

PINSHEAR

OR BLUR THREADSBEND BOLTS

POSTSIGN STRINGER

Z-BARPANELSIGN

WASHERPLASTIC

SHEETSTANDARDPER

BOLTSTEEL

SIGN PANEL CONNECTION MARION MINUTE MAN CONNECTION

LIMIT

SPEED

ONE WAY

DO NOT

ENTER

1

TEMPORARY PAVEMENT REPLACEMENT

PAVEMENT SECTION ROADWAY PAVEMENT SECTION DRIVEWAY

SAW CUT

REQUIREDOVERLAY WHERENEW PAVEMENT

NEW PAVEMENT

12"

3"

1�"

SAW CUT PAVEMENT KEY IN

9’-0"9’-0"

18’-

0"

3’-0"

TYP.

4" WIDE BLUE STRIPING

(TYPICAL)

3’-

0"

3’-0"

NO PARKING SIGN

WHEEL STOPSCONCRETE6’L x 9"W x 6"H

2’

8’-0"

ACCESSIBLE PARKING SPOTS

WHERE APPLICABLELOCATE SIGN BEHIND SIDEWALKINSTALL SIGNS WITH SYMBOL

INCHES.

BE A MIN. OF 70 SQUARE

SIGNS. THE SIGNS SHALL

TO THE BOTTOM OF THE

SIGNS SHALL BE 6’-8" CLEAR

NOTE:

ON WHITE BACKGROUND

PARKING SYMBOL BLUE

OF ACCESSIBILTY

INTERNATIONAL SYMBOL

CL

EA

R

6’-

8"

MIN.

NYSDOT TYPE 1, ITEM 403.11

4" ASPHALT CONCRETE BASE COURSE

NYSDOT TYPE 6F, ITEM NO. 403.17

#6-6x6 WWF

2" CLR.

1:1

2

MA

X

1:12

MAX

1:12

MAX

TOP OF CURB

BOTTOM OF CURB

TY

P.

TY

P.

A

TOP OF CURB

BOTTOM OF CURB

TY

P.

TY

P.

A

(SEE PLAN)VARIES

1:1

2

MA

X

A

TOP OF CURB

BOTTOM OF CURB

CURBROADRAMP

FLUSH

12" 2’-0"

4’-

0"

CLR

SIGN

STOP

SE

E

PL

AN

S

WID

TH

VA

RIE

S -

SEE DETAILS

AND SIDEWALK -

PEDESTRIAN RAMP

SPACED 3’ O.C.PAINTED LINES6" WIDE WHITE

LAYOUT PLANS

BAR WHERE SHOWN ON

STOP LINE AND STOP

CL

CURB RAMPSPAINTED CROSSWALK

COMPACTED SUBBASE

PLANS

SHOWN ON

PITCH AS

ALLEY & PARKING LOT PAVEMENT SECTION

NO. SIZEDESCRIPTION IMAGE

1.

2.

3.

4.

STOP SIGN

CROSSWALK

R1-1C

W5-2C

30"x30"

30"x30"

5.

6.

7.

8.

R5-1

R6-1

30"x30"

36"x12"

18"x24"

18"x24"

R2-1

DO NOT ENTER

ONE-WAY

SPEED LIMIT

12"x18"

MUTCD #

12"x18"

TRAFFIC SIGN DETAIL

ELEVATION

PLAN

SECTION A

ELEVATION

PLAN PLAN

ELEVATION

RAMP B RAMP C RAMP D

DETECTABLE WARNINGS DETAILS

PLAN VIEW ELEVATION - ENLARGED

.65" min.

0.2

"

0.9"-1.4"BASE DIAMETER

6"

6"

6’-

0"

6’-0" 6’-0"

2’-

0"

6"

6"

6’-

0"

2’-

0"

4’-0" MIN.

6’-

0"

2’-

0"

3’-0"3’-0" 3’-0"

4000 PSI CONCRETE

CONCRETE CURB & GUTTER

SURFACENON-PAVED

5’-0"

WALKWAY

SURFACENON-PAVED

WALKWAY

4000 PSI CONCRETE

PAVED SURFACEBREAK IN NON-LINE OF GRADE

SURFACENON-PAVED

CONCRETE CURB & GUTTER

PAVED SURFACEBREAK IN NON-LINE OF GRADE

SURFACENON-PAVED

ROADWAY

CONCRETE CURB

CURB (BEYOND)

SEE PLANWIDTH VARIESWALKWAY

SURFACENON-PAVEDBREAK INLINE OF GRADE

2.4

"1.6

"-

2.4"1.6"-

KEEP RIGHT R4-7

NO PARKINGTIME

ANY

PARKING

P1-12C

PARKING SEE NOTE

4"

4"4"

Material100% recycled HDPE

Weight per panel2.40 pounds (1088 grams)

(.1988 square meters)

Area coverage per panel 2.14 square feet

(50 cm x 39 cm x 4.5 cm)

Dimensions - Nominal19.75" x 15.25" x 1.75"

Specifications:

Direction of traffic

Assembly layout

19.75"

15.2

5"

Ground Level 1.7

5"

1.5

"2"-8

"

settling.

no grasses needed. Over fill pavers to allow for

SANDY LOAM TOPSOIL FILL or crushed stone if

healthy turf growth)

additional root medium for

(NOTE: Layer provides

sand or sandy loam topsoil.

Leveling Layer - Angular

conditions.

frequencies, and subsoil

loading requirements, loading

base will vary depending on

proctor. (NOTE: Thickness of

compacted to 95% modified

(¾" - …") gravel and 25% sand

Gravel/sand mixture - 75%

base

Sandy Gravel or Class 2 road

3>CBR

Existing Soil Base

Joint tabs

pinning or stapling

Stabilizing Cleats - eliminates the need for

area on the bottom)

(90% open area on the top and 37% open

enhanced percolation and root growth

Vertical & Horizontal drainage ports for

NATIVE GRASS

DOUBLE YELLOW CENTERLINE

BASE DIAMETER50-65% OF THETOP DIAMETER

15

20

2’-0" SHOULDER

PL

21

MTA ROW

EDGE OF PARKING LOT

SLOPE

6" TOPSOIL & SEED

21

2’-0" SHOULDER

PL

21

MTA ROW

EDGE OF PARKING LOT

SLOPE

POROUS ASPHALT PAVEMENT 16

6"

MIN.6"

CARRIAGE BOLTS5/8 " GALV.COUNTERSINK

1’-6"

1’-

6"

MIN.

2’-

6"

3’-

0"

2"

POST TO BE SQUARE

MAXIMUM SPACING 8’-0" C. TO C.

ROUGH SAWN TIMBER GUIDE POST

MTA PROPERTY LINE (BLDGS 22 & 34)PARKING LOT DETAIL AT

MTA PROPERTY LINE (SOUTHERN LOT)PARKING LOT DETAIL AT

19WOOD GUIDE RAIL SECTION

STRESS SHALL NOT BE LESS THAN 4,000 P.S.I.

PROPERTIES OF ASTM D2555 AND THE BENDING

ALL LUMBER SHALL CONFORM TO THE CLEAN WOOD

OF AT LEAST 10 MEGAPASCALS.

SPECIES HAVING A STRESS GRADE

FIR, SOUTHERN PINE OR OTHER

DRESSED ROUGH SAWN DOUGLAS

TO BE DRY, WELL SEASONED AND

ROUGH SAWN TIMBER POSTS

EDGE OF PAVEMENT

BE EITHER 8’ OR 16’.

ORDERED, PLANK LENGTHS TO

DOUGLAS FIR PLANK WHERE

4" X 10" PRESSURE TREATED

2

1

3’-0"

MIN.

(SEE PLAN)

VARIES

MATERIAL GRADATIONS.

SEE SPECIFICATION FOR

NOTE:

8" AASHTO NO. 3

RESERVOIR COURSE:

INDICATED

OTHERWISE

LEVEL UNLESS

BOTTOM SLOPE

MATERIAL

FOR ADJACENT

SEE PLAN

EQUAL

OR APPROVED

MIRAFI 160N

SIDE SLOPES

6" DEEP

INTO SOIL

TOE FABRIC

ON PLAN

AS SHOWN

SLOPE

6" AASHTO NO. 57

CHOKER COURSE:

5" POROUS ASPHALT

POROUS ASPHALT PAVEMENT:

EMERGENCY ACCESS

17STABILIZED SHOULDER @ COMMON ALLEY ROAD 18

CL COMMON ALLEY

8’-0" 2’-0"

�"/FT6" ITEM 4

UNDERDRAIN, SEE DETAIL

DRAINAGE FILL ’B’

6" 6"

6" 12"

6"

ROWALLEY

3"

SHOULDER/SWALESTABILIZED GRASS2’ WIDE

(6" MIN)OVER TOPSOILREINFORCEMENTTURF

(5MM W/WASHERS)ANCHORS, 12"O.C.6" METAL PIN

PROPEX GEOSYNTHETICSAS MANUFACTURED BYTURF REINFORCEMENT, PYRAMATNOTE:

2’-0" 2’-0"3’-0"

CURBTRANSITION

CURBTRANSITION

CURBFLUSH

6"

6" COMPACTED GRANULAR

NYSDOT TYPE 1, ITEM NO.403.13

2" ASPHALTIC CONCRETE BINDER COURSE

ELEVATION PLAN

CURBFLUSH

CURBTRANSITION

CURBFLUSH

PLANTED AREAQUALITY

STORMWATER

INLETOVERFLOW

SIDEWALK

LAWN

CATCHBASIN

PARKING PLANWHEELER STREET PARALLEL

AND PARKINGFROM STREETSHEET FLOWSTORMWATER

COMPACTED SUBGRADE

MIN. 6" ALL AROUND

COMPACTED GRAVEL SUBBASE

FINISHED GRADE

6"

3/4"

6"

18"

R=1/2"

R=1/2"

6"

3"

#4 REBAR

COMPACTED SUBGRADE

MIN. 6" ALL AROUND

COMPACTED GRAVEL SUBBASE

6"

3/4"

6"

18"

R=1/2"

R=1/2"

6"

3"

#4 REBAR

CONCRETE WALKFINISHED GRADE

WITH SEALANT1/2" EXPANSION JOINT

CONCRETE CURB ABUTTING CONCRETE WALK

6"

3/4"

14"

R=1/2"

6"

3"

WITH SEALANT1/2" EXPANSION JOINT

CONCRETE DROP CURB

R=1/2"

1/2"

#4 REBAR

3500 PSI CONCRETE

MIN. 6" ALL AROUND

COMPACTED GRAVEL SUBBASE

COMPACTED SUBGRADE

COMPACTED SUBBASE

5" COMPACTED GRANULAR

PLANS

SHOWN ON

PITCH AS

NYSDOT TYPE 6F, ITEM NO. 403.17

1.5" ASPHALTIC CONCRETE TOP COURSE

2 3 4

EXISTING PAVEMENT

5

6 7 8 9

10

ON PLANSDIMENSIONED

UNLESS OTHERWISE

11 12

1:1

2

MA

X

WALKWAY

13 14

75,000 lbs. load.3. Pavers to be H-20 loaded and sustain

www.equiterr.com) or Approved Equal.(Columbiana, AL, (205)999-1744,

2. Pavers as supplied by CV SupplyAccess Areas, Utility AccessOverflow Parking, Emergency Vehicle

1. Detail as prepared by RK Manufacturing:Note:

2" ASPHALTIC CONCRETE TOP COURSE

12" COMPACTED GRANULAR

SUB-BASE COURSE, NYSDOT TYPE 1, ITEM 304.11

NYSDOT TYPE 6F, ITEM NO. 403.17

2" ASPHALTIC CONCRETE TOP COURSE

NYSDOT TYPE 1, ITEM NO.403.10

3" ASPHALTIC CONCRETE BINDER COURSE

SUB-BASE COURSE, NYSDOT TYPE 1, ITEM 304.11

STABILIZED SHOULDER EACH SIDETYPICAL ALLEY WIDTH - 16’-0" WITH APPROX. 2’-0"NOTE:

2" TOP COURSE

3" BASE COURSE

SUB-BASE COURSE, NYSDOT TYPE 1, ITEM 304.11

3,500 PSI CONCRETE

VARIES, SEE PLANS

6" COMPACTED SUBBASE, GRAVEL

NYSDOT ITEM 703.2 (#2 GRAVEL)

3. SCORE JOINTS EVERY 5’, UNLESS OTHERWISE INDICATED ON PLAN, WITH JOINTING TOOL.

2. SEAL EXPANSION JOINTS WITH SILICON, SOLID COLOR JOINT SEALER.

1. EXPANSION JOINT EVERY 15’ MAX EACH DIRECTION.

NOTE:

UNDERDRAIN IF REQUIRED.

SUBBASE. INSTALL

MINIMUM DEPTH 2 FEET BELOW

ADEQUATELY DRAINED TO A

VERIFY SUBGRADE SOILS ARE

3500 PSI CONCRETE

@ 10’ INTERVALS AND SHALL BE FILLED WITH CELLUSOE OR SIMILAR MATERIAL.

2. 3/16" VERTICAL EXPANSION JOINT SHALL BE PLACED

1. EXPOSED SURFACES TO HAVE BROOM FINISH

NOTES:

OR SIMILAR MATERIAL.

@ 10’ INTERVALS AND SHALL BE FILLED WITH CELLUSOE

2. 3/16" VERTICAL EXPANSION JOINT SHALL BE PLACED

1. EXPOSED SURFACES TO HAVE BROOM FINISH

NOTES:

3500 PSI CONCRETE

3. FLUSH CURB = 0" REVEAL

OR SIMILAR MATERIAL.

@ 10’ INTERVALS AND SHALL BE FILLED WITH CELLUSOE

2. 3/16" VERTICAL EXPANSION JOINT SHALL BE PLACED

1. EXPOSED SURFACES TO HAVE BROOM FINISH

NOTES:

OR ASPHALT PVMTCONCRETE WALKFINISHED GRADE ASPHALT ROADWAY, SEE SECTION

ASPHALT ROADWAY, SEE SECTION

ASPHALT ROADWAY, SEE SECTION

CONCRETE CURB ABUTTING PLANTING AREA

THE BOTTOM OF THE SIGN AND THE FINISHED SURFACE.

ALL SIGNS SHOULD ALLOW 6’-8" CLEARANCE BETWEEN

NOTE:

PRIMARY DIRECTION OF TRAVEL

DOMES IN SQUARE GRID IN

DARK GRAY COLORED TILES; ALIGN

EQUAL; - SEE DETAILS BELOW;

1-800-682-2525 OR APPROVED

MANUFACTURED BY ARMOR-TILE

CAST IN PLACE TILES AS

DETECTABLE WARNINGS:

PRIMARY DIRECTION OF TRAVEL

DOMES IN SQUARE GRID IN

DARK GRAY COLORED TILES; ALIGN

EQUAL; - SEE DETAILS BELOW;

1-800-682-2525 OR APPROVED

MANUFACTURED BY ARMOR-TILE

CAST IN PLACE TILES AS

DETECTABLE WARNINGS:

TRAVEL

IN PRIMARY DIRECTION OF

ALIGN DOMES IN SQUARE GRID

DARK GRAY COLORED TILES;

EQUAL; - SEE DETAILS BELOW;

1-800-682-2525 OR APPROVED

MANUFACTURED BY ARMOR-TILE

CAST IN PLACE TILES AS

DETECTABLE WARNINGS:

ALLEYS SHALL BE POSTED AT 15 MPH SPEED LIMIT.4.TO BE POSTED AT 25 MPH.SPEED LIMIT ON PHASE IA WHEELER ROAD, ROADS A, B, F AND G3.TOWN OF DOVER.PARKING SIGNAGE ON TOWN ROADS TO BE COORDINATED WITH THE2.IMPERIAL MAILBOX SYSTEMS OR APPROVED EQUAL; POLE A3-808, LENGTH 11’-0",STREET SIGNS AND POSTS AS MANUFACTURED BY1.

NOTES:

25

OR WALKFLUSH CURB

NATIVE SOIL

COMPACTED

NON-

PLACEMENT

PRIOR TO STONE

SCARIFY SUBGRADE

GRAVEL

10" BANK RUN

FILTER COURSE:

PEA GRAVEL

COURSE: 3" (3/8")

FILTER BLANKET

32"

CURB AT WHEELER RD PARKING STORMWATER INLETS

INDICATED)

(OR WHERE

5’-0"

5’-0"

GABION WALLSTONE FILLED4’ HIGH

(SEE DETAIL)WOOD GUIDE RAIL

(SEE DETAIL)WOOD GUIDE RAIL

(WIDTH VARIES)DRAINAGE SWALESTONE LINED

(SEE DETAIL)(18" FROM PVMT)LINK FENCE48" HIGH CHAIN

(SEE DETAIL)(18" FROM PVMT)LINK FENCE48" HIGH CHAIN

EXISTING GROUNDAPPROXIMATE

1’

1’

TOP RAIL

1 5/8" CONTINUOUS

2" O.D. LINE POST

FINISHED GRADE

APPROVED CAP

TOP RAIL CONNECTION

(TOP AND BOTTOM RAIL)

9 GA. WIRE TIES 24" O.C.

COMPACTED SUBGRADE

3000 PSI

CLASS ’A’ CONCRETE

CONCRETE FOOTING

SHAPE TOP TO SHED WATER

1 5/8" BOTTOM RAIL

SELVAGE KNUCKLED

MESH TOP AND BOTTOM

COATED GALVANIZED STEEL

POLYVINYL CHLORIDE (PVC)

9 GA. 1-3/4" BLACK DIAMOND

14" O.C.

11 GA. WIRE TIES

3000 PSI

CLASS ’A’ CONCRETE

CONCRETE FOOTING

DIAM.

DIAM.

MAX

BOLTED 15" O.C.

AND 1/8" BANDS

STRETCHER BAR

SQUARE EDGE

3/16" x 3/4" LINE RAIL CLAMP

TERMINAL POST

2 1/2" O.D.

3’-

0"

6"

10"

4’-

0"

10’-0" O.C. MAX.

8"

CHAINLINK FENCE DETAIL

DESIGNED BY: DRAWN BY:

DATE:

DRAWING NO.

DRAWING TITLE:

NO. DATE

Divney Tung Schwalbe, LLP 2011

Dover, New York

ISSUE/REVISIONS

DOVER

OF

THE KNOLLS

7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW.

DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION

YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS

LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW

SHOWN BY THESE DRAWINGS.

OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS

CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED

SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND

PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR

WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE

TUNG SCHWALBE, LLP.

WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DIVNEY

NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY

WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL

CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION

PROPERTY OF DIVNEY TUNG SCHWALBE, LLP. THIS DRAWING WAS

OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE

NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED

All rights reserved.

Copyright Divney Tung Schwalbe, LLP 2011

Garden City, New York 11530

377 Oak Street

COMPANY II, LLC

DOVER KNOLLS DEVELOPMENT

PROJECT NO.

DRAWING BY: Divney Tung Schwalbe, LLP

1/19/11

MSG

607

N

60300 120

(914) 761-3582White Plains, New York 10601445 Hamilton AvenueVHB/SACCARDI & SCHIFF

:Planner

1:12:20 PM g:\cadd\607Benjamin Properties Dover\607 Phase 1A C-901 Standard Site Details.plt5/13/2011rcancioPLOTTED BY: DIVNEY TUNG SCHWALBE, LLP

(203) 226-7654Westport, Connecticut 06880P.O. Box 3037HISTORICAL PERSPECTIVES, Inc.

Cultural Resources Consultant:

RCC/MJS

(914) 682-7800White Plains, New York 1060581 Main Street, Suite 415ZARIN & STEINMETZ

:Attorney

(914) 428-0010White Plains, New York 10601One North BroadwayDIVNEY TUNG SCHWALBE, LLP

Civil Engineer:

(914) 347-7500Hawthorne, New York 1053211 Bradhurst AvenueJOHN COLLINS ENGINEERS, P.C.

:Traffic Engineer

(631) 765-1793Southold, New York 119712350 Clearview AvenueWILLIAM JOHNSON

:Golf Course Designer

(203) 393-0690Bethany, Connecticut 06524205 Amity RoadENVIRONMENTAL CONSULTING, Inc.EVANS ASSOCIATES

:Wetland Consultant

(845) 534-3816Cornwall, New York 125184 Deer TrailSSEC

Hydrogeologist:

(845) 265-9217Cold Spring, New York 105163060 Route 9& ENGINEERING, P.C.BADEY & WATSON SURVEYING

Surveyor:

(516) 887-2430Lynbrook, New York 115634 Dunne PlaceJo-Ann McLEAN, INC.

Archaeological Consultant:

(845) 454-3980Poughkeepsie, New York 1260121 Fox StreetTHE CHAZEN COMPANIES

Wastewater/Water Treatment/Landscape Architect:

(845) 452-2268Poughkeepsie, New York 12601181 Church StreetLISCUM McCORMACK VanVOORHIS, LLP

Architect - Residential:

(845) 343-8510Middletown, New York 1094055 North Street, Suite 101DeGRAW & DeHAAN ARCHITECTS, LLP

Architect - Residential And Community Center:

1 5/18/11 Issued For Town Board Approval