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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