Amended Site Plans April 12 2016

site plan 9 pages
Meeting: portal event 920 (no meeting page on file)
Agenda item: New Business — Referral from Village Board to review application from ShopRite Supermarket, Inc., for Special Permit Renewal at 440 South Riverside Avenue (79.17-2-2)
Site plan, 9 pages. Attached to agenda item: “New Business — Referral from Village Board to review application from ShopRite Supermarket, Inc., for Special Permit Renewal at 440 South Riverside Avenue (79.17-2-2)”
Retrieved 2026-04-15 from the village's meeting portal. View the original PDF ↗
Also attached to this agenda item: 2023-12-19 PDH Ltr to Village and Planning Boards re... Review of Special Permit Application
Extracted text
1.
This Drawing is copyrighted and protected under the Laws of the United States of America.  Any unauthorized use of reproduction of this document without written consent of Lauro  Group, Inc. is an infringement upon Copyright Laws.  Violators will be subject to prosecution by the full extent of the Law.
2.
The Client may make and retain copies of this document for information and reference in connection with this specific project.  This document is not intended or represented to be suitable for reuse by Client or others for any modifications of the project or on any other project.  Any such reuse or modification without written permission, verification or further due diligence and adaptation by Engineer of Record as appropriate for the specific purpose
intended will be at Client's sole risk and without liability or legal exposure to Engineer of Record or Lauro Group, Inc.  Client shall indemnify and hold harmless Engineer of Record and Lauro Group, Inc. from any and all claims, damages, losses and expenses, including attorney fees arising out of or resulting therefrom.
3.
The Education Law of the State of New York prohibits any person altering anything on these drawings and/or the  accompanying specifications, unless it is under the direction of a licensed Professional Engineer. Where such alterations are made, the Professional Engineer must sign, seal, date and describe the full extent of the alteration on the drawings and/or in   the specifications. (NYS Education Law Section 7209-2)
Know what'sbelow.
before you dig.
Call
R
1-800-272-4480
460 S. RIVERSIDE AVENUE
VILLAGE OF CROTON-ON-HUDSON,
WESTCHESTER COUNTY, NY  10520
W.C.T.M. #:  Section 79.17, Block 2, Lot 2
SHOPRITE No. 202
SHEET
One Suffolk Square  1601 Veterans Memorial Hwy  Suite 330  Islandia, NY 11749
T 631.656.3222   F 631.750.8050        Project #: LG13-0349
Revision
Date
No.
Drawn by:  LB/TG    Drawing #: LG13-0349-CP-4c  Date: 7/2/13
3/6/15
2/11/16
3/18/16
Rev. Site Plan
Rev. per Meeting with Planning Board
Village Site Plan Review Submission
10/12/15
Rev. Building Footprint
12/16/15
Rev. Final Coordination
Daniel Peveraro
DSP ENGINEERING, PLLC
 Professional Engineer
New York License No. 089025
SHEET INDEX
C0.0
Cover Sheet
C1.0
Site Plan
C2.0
Removals Plan
C3.0
Grading & Drainage Plan
C4.0
Utility Plan
C5.0
Lighting Plan
C6.0
Landscape Plan
C7.0
Detail Sheet I
C7.1
Detail Sheet II
1 OF 1
ALTA/ACSM Land Title Survey
(by Others)
UTILITIES
WATER & SEWERS:
WESTCHESTER COUNTY WATER & SEWER
270 North Avenue, 6th Floor
New Rochelle, NY 10801
T: (914) 813-5400
ELECTRIC & GAS:
CON EDISON SOLUTIONS
100 Summit Drive, Suite 410
Valhalla, NY 10595
T: (914) 448-0057
TELEPHONE/CABLE:
VERIZON
166 Route 52
Carmel, NY 10512
T: (877) 860-6109
460 S. Riverside Avenue
Village of Croton-On-Hudson
Westchester County, NY 10520
Tax Map ID: 79.17 - 2 - 2
VICINITY MAP
1" = 800'
1. Prior to all activities, the contractor shall inspect and correlate all documents
prepared for the project, the existing current conditions of the site and all
applicable jurisdictional requirements.  Any clarifications necessary shall be
requested in writing to the Engineer of Record prior to construction.
2. All necessary precautions to protect the general public, R.O.W.s, adjacent
property, site elements to remain, employees, etc., are the responsibility of the
contractor including safety programs, procedures, fencing, traffic control, signing,
etc.  Should any of the above be damaged, the contractor shall repair/replace
them at this own expense.  All work shall be performed in accordance with OSHA
and all other applicable codes.
3. Utility information shown hereon is a compilation of records, surveys, file
documents, etc. available at the time of plan preparation.  The contractor shall
verify prior to all activities the accuracy and completeness of this information.
Furthermore, the contractor shall contact all utilities as well as the local "one
call" system to ensure complete mark-out in the field and that all service has been
terminated.  Should any discrepancies or unclear information appear, the
contractor shall contact the Engineer of Record immediately.
4. All unsuitable and/or deleterious materials, excess soil, construction debris, etc.
excavated or removed from the site shall be disposed of off-site as required and as
specified by the applicable jurisdictional agencies and their laws, codes or
ordinances.
5. It is the contractor's responsibility to contact and coordinate the removal,
relocation or adjustment of utility poles/facilities with the owning company.
6. Maintenance and protection of traffic is the responsibility of the contractor.  Any
and all measures necessary to ensure safe vehicular and pedestrian traffic during
and after construction shall be provided by the contractor, including but not
limited to pavement markings, signage, barrels, lights, guiderails, etc.  Such
methods and means shall be in accordance with the NYSDOT-MUTCD.
7. Methods and materials of construction shall conform to the standards and
specifications of the associated jurisdictional agencies and OSHA unless
otherwise specified herein.
8. Forty eight (48) hours prior to commencement of any work at the site, the
contractor shall notify the Village Engineering Department.
9. All ADA accessible facilities (parking, ramps, sidewalks, travel paths, etc.) shall be
in conformance with the NYSUBC, ICC/ANSI A117.1, and all local, state and
federal agency requirements.
10. All Professional Certifications, Controlled Inspections and their coordination and
scheduling are the responsibility of the owner/contractor.
11. The contractor shall not substitute materials, make revisions or alterations to the
plans, or deviate from the contract documents without prior written consent of
the Engineer of Record.
12. Due to deviations created by drawing reproduction methods, these documents
shall not be scaled for determining unlabeled dimensions.
13. The contractor shall have an appropriately Licensed Professional Geotechnical
Engineer on-site to inspect, monitor and verify soil conditions and capacities and
that they are adequate to support the proposed site elements depicted hereon.
Should deviations or inconsistencies appear, he shall notify the Engineer of Record
immediately.
14. The contractor is responsible to ensure that approvals and permits have been
procured and are current prior to construction activities. Moreover, he shall ensure
that approved/permit documents from the various agencies correlate with each
other as necessary for safe and proper construction of the project.
15. HVAC and associated equipment shall be installed on the building roof.
16. Building dimensions are to outside face of wall. Refer to Architectural Design
drawings.
17. The Plans do not purport to indicate the suitability of items noted to remain on the
subject property or in the fronting Right(s) of Way, inclusive of structural stability,
adherence to the latest Building Code(s) or design criteria, etc.  The property
owner/contractor shall independently verify that existing items to remain are in
good repair and are suitable for use prior to construction.
C0.0
COVER SHEET
PROJECT DATA
OWNER
Croton Enterprises, LLC
2055 Albany Post Road
Croton-on-Hudson, NY 10520
ARCHITECT
Rosenbaum Design Group
2001 Marcus Avenue, Lobby East Wing
Lake Success, NY 11042
T: (516) 616-6111
REFERENCES
ALTA/ACSM LAND TITLE SURVEY
Gallas Surveying Group
171 Church Lane
North Brunswick, NJ 08902
T: (732) 422-6700
DATED: Rev. 5, 5/7/15
GOVERNING AGENCIES
MUNICIPALITY:
Village of Croton-On-Hudson
1 Van Wyck Street
Croton-on-Hudson, NY 10520
T: (914) 271-4783

GAS
METER
BOLLARD
(TYP.)
4' HIGH C.L.F.
6' HIGH C.L.F.
6' HIGH C.L.F.
TELEPHONE
BOX
GATE
4' HIGH C.L.F.
CONC. CURB
HYD
CONC.
TRANSFORMER
BOLLARD
(TYP.)
GRAVEL DRIVE
COLUMN
(TYP.)
HYD
HYD
C.C.
CONC.
L.S.A.
L.S.A.
12"
6"
8"
10"
10"
6"
24"
18"
18"
18"
16"
CART RETURN
AREA
CART
RETURN
AREA
CART RETURN
AREA
C.C.
C.C.
C.C.
C.C.
T.D.
DOUBLE YELLOW LINE
CONC. CURB
CONC. CURB
CONC. CURB
CONC. ISLAND
CONC. WALL
CONC. RETAINING WALL
GRASS AREA
CONC. WALL
MGR
MGR
CONC. WALL
CONC. WALL
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ID SIGN
CONC.
WALL
CONC. CURB
MGR
STOP BAR
DOUBLE YELLOW LINE
C.C.
CONC.
CONC. WHEEL
STOP (TYP.)
C.C.
C.C.
C.C.
VENT
COVERED CONC. WALK
COVERED CONC. WALK
COVERED CONC. WALK
BOLLARD
(TYP.)
COLUMN
(TYP.)
HYD
MC
MC
CONC.
BOLLARD
(TYP.)
BLUE
STRIPING
ASPHALT
PAVEMENT
COLUMN
(TYP.)
COVERED CONC. WALK
L.S.A.
C.C.
CONC.
C.C.
CONC. CURB
CONC. CURB
CONC. CURB
YELLOW
STRIPING
BRICK
PAVER
HYD
CONC. CURB
MGR
RD
VENT
VENT
RD
RD
CONC. WALK
CONC. WALK
COLUMN
BRICK
WALL
CONC. WALK
VENT
FDC
I-BOLLARD
TRANSFORMER
CONC.
(13) GAS
METERS &
MANIFOLD
BOLLARD
(TYP.)
PAVEMENT CUT
TRASH ENCLOSURE
GATE
GATE
8' HIGH
C.L.F.
GATE
ASPHALT
PAVEMENT
(2) MC
MC
BOLLARD
ROW
DIRT
WOODED/OVERGROWN
 AREA
WOODED/OVERGROWN
 AREA
WOODED/OVERGROWN
AREA
1 STORY MASONRY
BUILDING
ASPHALT
PAVEMENT
RD
CONC. CURB
CONC. WALK
METAL STEPS
& LANDING w/
RAILING
RD
CONC.
CONC. STEPS
& LANDING w/
RAILING
CONC. STEPS
& LANDING
CONC. STEPS
& LANDING
CONC. STEPS
& LANDING w/
RAILING
L.D.
UP #416B
w/ CONDUIT
CONC.
WALL
UP #416 w/
CONDUIT
1 STORY MASONRY BUILDING
(VARIOUS STORES)
1 STORY MASONRY BUILDING
"SHOPRITE"
CONCRETE ROADWAY
ASPHALT ROADWAY
E.O.P.
N49°32'45"E
537.91'
N22°37'50"W
393.97'
N46°18'32"W
53.13'
S29°04'00"E
219.14'
S41°30'30"E
153.78'
S55°04'10"E
61.34'
S29°04'00"E
171.00'
N46°18'32"W
131.69'
S49°32'45"W
423.91'
S62°40'50"W
161.21'
SOUTH RIVERSIDE AVENUE
U.S. ROUTE 9 EXPRESSWAY
P.O.B.
AREA LIGHT
HEIGHT 23'±
AREA LIGHT
HEIGHT 22'±
POST
P.O.B.
RD
RD
RD
BOLLARD
(TYP.)
AREA LIGHT
HEIGHT 23'±
AREA LIGHT
HEIGHT 22'±
E.O.P.
SOLID WHITE LINE
DOUBLE YELLOW LINE
E.O.P./SOLID WHITE LINE
ASPHALT
ASPHALT
DOUBLE YELLOW LINE
E.O.P./SOLID WHITE LINE
ASPHALT
DOUBLE YELLOW LINE
TRANS.
ON CONC.
E.O.P.
E.O.P.
E.O.P.
65.1'
64.8'
R6'
R2'
R6'
R2'
R2'
R2'
R2'
R6'
R2'
R7'
R7'
38.5'
STOP
EXISTING
SHOPRITE
(46,590 SF)
(RETAIL USE)
323.6'
EXISTING
RETAIL
(25,608 SF)
TO REMAIN
X
ZONE: C-2
USE: VACANT LOT
10a
11a
11a
PROPOSED VESTIBULE
(1,380 SF)
18'
10'
(TYP.)
24'
18'
18'
24.8'
10'
(TYP.)
25'
26'
NO
PARKING
FIRE
LANE
CONTRACTOR SHALL RE-ESTABLISH
EXISTING FIRE LANE STRIPING TO
MATCH EXISTING COLOR/TEXT
(TYP.)
19.9'
(MATCH EXIST.)
10'
(TYP.)
8'
(TYP.)
6.3'
11.5'
C
D
EXISTING CANOPY TO BE
MODIFIED.  CONTRACTOR
SHALL REFER TO
ARCHITECTURAL
DRAWINGS FOR DETAILS
PROP. COMPACTOR
260.5'
(FRONT YARD)
R65'
ZONE: C-2
USE: RETAIL
4.6'
EXIST. PROPANE CAGE TO BE RELOCATED.  CONTRACTOR SHALL
COORDINATE WITH SHOPRITE FOR EXACT LOCATION.
R10'
18'
10'
24'
REPAINT ALL FIRE
HYDRANTS TO MATCH
EXISTING (TYP.)
R2'
R4'
R2'
R2'
R2'
R4'
R2'
R6'
6.1'
EXISTING DOUBLE YELLOW STRIPING
TO BE REPLACED IN KIND
EXISTING FENCE TO BE REPLACED
WITH NEW CHAIN LINK FENCE
W/BLACK VINYL SLATS SUBJECT TO
CONSENT OF OWNER
STOP
EXISTING STOP BAR TO BE REPLACED
WITH NEW STOP BAR AND TEXT
A
C
D
D
PROP. LED MONUMENT
SIGN (SEPARATE
APPLICATION BY
OTHERS)
C
24'
24'
24'
24'
10'
(EXIST.)
TYP.
13.5'
2.1'
12'
18'
10'
5'
PROP. 5' CONCRETE
SIDEWALK
NO
PARKING
FIRE
LANE
R8'
STOP
A
STOP
A
28'
8'
10 SPACE BIKE RACK
ON CONCRETE PAD
15.1'
119.8'
24.7'
PROPOSED
MEZZANINE
(3,519 SF)
EXPANSION
(4,777 SF)
24'
28'
93.3'
44.4'
41.9'
10.1'
23.7'
39.7'
102.2'
R8'
PROP. BOTTLE
RETURN (310 SF)
EXPANSION
(7,040 SF)
(RETAIL USE)
177.96'
39.55'
6.4'
PROPOSED STAIRCASE
SEE ARCHITECTURAL
PLANS FOR DETAILS
R8'
PROP. "YIELD FOR PEDESTRIANS
W/IN CROSSWALK" SIGN (R1-6)
ON  PEXCO FLEXI-GUIDE FG POST
OR APPROVED EQUAL (TYP.)
12.9'
CONTRACTOR SHALL CONFIRM
THAT EXISTING ADA SIGNAGE
TO REMAIN MEETS ADA
SIGNAGE REQUIREMENTS &
REPLACE AS NECESSARY (TYP.)
R15'
PROPOSED CELLAR
 (740 SF)
(FREEZER)
8'
EXISTING BUILDING =         46,590 SF
PROP. VESTIBULE =               1,380 SF
PROP. MEZZANINE =
          3,519 SF
PROP. BOTTLE RETURN =         310 SF
PROP. ADDITIONS =             11,920 SF
PROP. TOTAL = 
        63,719 SF
A
B
26'
37'
20'
EXIST. AREA
LIGHT TO BE
RELAMPED (SEE
LIGHTING PLAN
FOR DETAILS
(TYP.)
R3'
R6'
R2.5'
R3'
R4'
R1'
R3'
R3'
R6'
R3'
R6'
R3'
R6'
R6'
R3'
R6'
R3'
R3'
R6'
W
W
3' (MIN.)
6.9'
R20'
PROPOSED +/- 10'
RETAINING WALL
PROPOSED LOADING
DOCK (103 SF)
11a
PROP. "YIELD FOR
PEDESTRIANS W/IN
CROSSWALK" SIGN (R1-6) ON
PEXCO FLEXI-GUIDE FG POST
OR APPROVED EQUAL (TYP.)
12.8'
10a
32 (TYP.)
BULLNOSE CURB
1.
This Drawing is copyrighted and protected under the Laws of the United States of America.  Any unauthorized use of reproduction of this document without written consent of Lauro  Group, Inc. is an infringement upon Copyright Laws.  Violators will be subject to prosecution by the full extent of the Law.
2.
The Client may make and retain copies of this document for information and reference in connection with this specific project.  This document is not intended or represented to be suitable for reuse by Client or others for any modifications of the project or on any other project.  Any such reuse or modification without written permission, verification or further due diligence and adaptation by Engineer of Record as appropriate for the specific purpose
intended will be at Client's sole risk and without liability or legal exposure to Engineer of Record or Lauro Group, Inc.  Client shall indemnify and hold harmless Engineer of Record and Lauro Group, Inc. from any and all claims, damages, losses and expenses, including attorney fees arising out of or resulting therefrom.
3.
The Education Law of the State of New York prohibits any person altering anything on these drawings and/or the  accompanying specifications, unless it is under the direction of a licensed Professional Engineer. Where such alterations are made, the Professional Engineer must sign, seal, date and describe the full extent of the alteration on the drawings and/or in   the specifications. (NYS Education Law Section 7209-2)
Know what'sbelow.
before you dig.
Call
R
1-800-272-4480
460 S. RIVERSIDE AVENUE
VILLAGE OF CROTON-ON-HUDSON,
WESTCHESTER COUNTY, NY  10520
W.C.T.M. #:  Section 79.17, Block 2, Lot 2
SHOPRITE No. 202
SHEET
One Suffolk Square  1601 Veterans Memorial Hwy  Suite 330  Islandia, NY 11749
T 631.656.3222   F 631.750.8050        Project #: LG13-0349
Revision
Date
No.
Drawn by:  LB/TG    Drawing #: LG13-0349-CP-4c  Date: 7/2/13
3/6/15
2/11/16
3/18/16
Rev. Site Plan
Rev. per Meeting with Planning Board
Village Site Plan Review Submission
10/12/15
Rev. Building Footprint
12/16/15
Rev. Final Coordination
Daniel Peveraro
DSP ENGINEERING, PLLC
 Professional Engineer
New York License No. 089025
C1.0
SITE PLAN
BULK REQUIREMENTS
Zone: C-2 General Commercial
Use: Supermarket
(Board of Trustees Special Permit Required - §230 Att. D)
Item
Required
Existing
Proposed
Min. Lot Area
(§230-35 Att.C)
--
344,047 SF
(7.89 AC)
344,047 SF
(7.89 AC)
Min. Lot Width
(§230-35 Att.C)
50 FT
509.4 FT
509.4 FT
Max. Building Height
(§230-35 Att.C)
35 FT
 (2 stories)
1 Story
1 Story
FAR*
(§230-35 Att.C)
0.50
72,198 SF
(0.21)
89,327 SF
(0.26)
Setback from Residential
(§230-35 Att.C)
N/A
--
--
Min. Front Yard Setback
(§230-35 Att.C)
10 FT
260.5 FT
260.5 FT
Min. Rear Yard Setback
(§230-35 Att.C)
None req. but
10 FT min.
 40.7 FT
38.5 FT
Min. Side Yard Setback
(§230-35 Att.C)
None req. but
10 FT min.
37.9 FT
37.9 FT
Min. Parking Buffer
(§230-52-e-2)
10 FT min. w/
fence or
evergreens
2.1 FT
2.1 FT (EXIST.)
12.9 FT (PROP.)
Survey Prepared 
by:
Galas Surveying Group
171 Church Lane
North Brunswick
, N J 08902
(732 ) 422-6700
Dated: 
5/7/15 (Rev. 5)
SITE DATA
PARKING SUMMARY
Item
Required
Proposed
Number of Stalls
(§230-51 & 230-35)
See Parking Calculations
(This Sheet) - 359 Stalls
Required
370 Stalls
Provided
Minimum stall size (§230-51-D)
10'x18'
10'x18'
REFERENCES
Site Tax Map No.:
Section 79.17, Block 2, Lot 2
Site Area:
344,047 SF OR 7.89 Ac
Zone:
C-2 General Commercial
Use:
Supermarket & Mixed Retail
1. The General Notes shall be part of this entire document package and is part of
the contract documents. The contractor is to familiarize himself and
acknowledges his familiarity with all the General Notes as well as any and all
drawing sheet specific notes below.
2. Signs to be filed under separate applications.
3. Lighting fixtures shall be "full cutoff" type and shall be shielded so as not to
produce glare or direct illumination across boundary property lines. Lighting in the
inventory parking area shall be provided for security purposes and shall be
motion-activated.
4. Location of existing and proposed services shown are approximate and must be
confirmed independently by the contractor with the utility companies prior to
commencement of construction. If discrepancies exist, notify the engineer
immediately in writing.
5. Stormwater runoff within property to be collected on-site with no overland runoff
onto right-of-way or adjacent properties.
6. Unsuitable material, construction debris, excess soils, etc. shall be properly
removed and disposed of off-site in accordance with all applicable codes,
ordinances and laws.
7. The contractor is responsible to take erosion control measures necessary in
accordance with NY Standards and Specification for Erosion and Sediment
Control to prevent sediment and/or loose debris from washing onto adjacent
properties.
8. Directional signage to comply with the latest NYS MUTCD standards.
9. All sidewalks, curbs, and pavement damaged by construction activities shall be
repaired or replaced, whether specified on this plan or not.
10. All on-site curbing to be concrete curb unless noted otherwise.
11.Relocation and/or removal of existing utility poles, traffic signs, etc., shall be
coordinated by the contractor. The contractor is responsible for field-verifying
their presence.
12.Excavation shall be properly backfilled with clean materials. The contractor shall
refer to geotechnical reports. The contractor shall be responsible for compaction
testing and shall submit such reports and results to the engineer of record and
owner.
13. Work within the R.o.W. of South Riverside Avenue (NYS RTE 657) shall be
performed in accordance with all applicable requirements of New York State
Department of Transportation standards.
14.Contractor shall repair existing shoulder and curbing as ordered by NYSDOT
engineer.
15. All existing refuse receptacles to be replaced at the discretion of ShopRite
operations.
VICINITY MAP
N.T.S.
SITE PLAN NOTES
1 inch = 40   feet
DRAWING SCALE
Proposed Remodel Fixture Plan by:
Wakefern Food Corporation
Retail Engineering
33 Northfield Avenue
PO Box 7812
Edison, NJ 08818
(732) 906-5189
Dated: 9/3/15 (Rev. 27)
SITE PLAN KEYNOTES
Traffic Flow Arrow (typical)
4" Painted Stripes (typical)
Stop Bar
Painted Traffic Markings
Painted Crosswalk
Curb Ramp (typical), 36" Wide min.
Bollard
Asphalt Pavement
Concrete Curb
Concrete Sidewalk
Landscape Area
Meet Existing Pavement/walk flush
Blue Painted ADA Striping and Symbol
Limit of Disturbance
Light Pole / Wall Light
Note
Item
"Stop" Sign (R1-1C)
A
B
C
D
W
"Do Not Enter" Sign (R5-1C)
ADA Accessible Parking Sign (R7-8)
"No Parking Any Time" Sign (R7-1)
SIGN KEYNOTES
Item
Note
No Pedestrian Traffic Sign (R9-3a)
Concrete Apron
Railing (See Architectural Plans for details)
10a
Heavy Duty Asphalt Pavement
ITEM
Building
Sawcut Line
Property Line
Dep. Curb
Curb
Area Light
Utility Pole
Guy Wire
Overhead Wires
Sign
Traffic Arrows
Manhole Cover
Inlet(s)
Water Valve
Gas Valve
Siamese Connection
Roof Drain
Fire Hydrant
Trench Drain
Tree(s)
Wooded area
Bollard
Fence
Key Note Label
Sign Label
Parking Count
Heavy Duty Asphalt
Heavy Duty Concrete
LEGEND
EXISTING
PROPOSED
RD
§230-50 - No off-street loading berth shall be located in a front yard, and in Residence
District, no loading berth shall be located less than 50' from any adjacent Residential
Lot.
VILLAGE CODE NOTES
6' ht. Chain Link Fence with Black Vinyl Slats
PARKING CALCULATIONS
C&R Per
Liber 7709, Page 741, 6/30/81
Required
Existing
Proposed
Max. 15,525 SF  of ShopRite building on area
south of "Deed Line"
8,363 SF
15,506 SF
*Excludes Cellar/Basement areas.
X
Truck Delivery Only Sign
11a
Heavy Duty Concrete Pavement
Cart Corral
Bike Rack

L.S.A.
CONC. WALK
CONC. STEP &
LANDING w/
RAILING
ASPHALT
PAVEMENT
GAS
METER
BOLLARD
(TYP.)
D.C.
CONC. CURB
4' HIGH C.L.F.
6' HIGH C.L.F.
6' HIGH C.L.F.
TELEPHONE
BOX
GATE
DOUBLE YELLOW LINE
STOP BAR
CONC. CURB
CONC. CURB
GRASS AREA
D.C.
(6) CONDUITS
BOLLARD
(TYP.)
CONC. STEPS &
LANDING w/ RAILING
CONC. STEPS
& LANDING w/
RAILING
CONC.
CONC. RAMP w/ RAILINGS
T.D.
4' HIGH C.L.F.
CONC. CURB
TRASH
COMPACTOR
2 BAYS L.D.
HYD
CONC.
TRANSFORMER
BOLLARD
(TYP.)
CANOPY
BOLLARD
FREEZER
CONC.
RAMP
L.S.A.
CONC. CURB
D.C.
PROPANE
TANK CAGE
BOLLARD
(TYP.)
CONC. WALK
PAINTED CROSSWALK
COVERED CONC. WALK
CONC. CURB
NO
PARKING
FIRE
LANE
NO
PARKING
FIRE
LANE
GRAVEL DRIVE
DOUBLE YELLOW LINE
COLUMN
(TYP.)
HYD
CONC.
CONC.
C.C.
C.C.
C.C.
CONC.
C.C.
CONC.
C.C.
L.S.A.
HYD
C.C.
CONC.
C.C.
CONC.
C.C.
CONC.
C.C.
CONC.
C.C.
CONC.
CONC.
C.C.
L.S.A.
L.S.A.
L.S.A.
12"
6"
8"
14"
12"
18"
12"
10"
10"
6"
BLUE
STRIPING
BLUE
STRIPING
BLUE
STRIPING
BLUE
STRIPING
24"
18"
18"
18"
16"
METAL
GRATE
CART RETURN
AREA
CART
RETURN
AREA
CART RETURN
AREA
C.C.
C.C.
C.C.
C.C.
T.D.
DOUBLE YELLOW LINE
CONC. CURB
CONC. CURB
CONC. CURB
STOP BAR
CONC. ISLAND
CONC. WALL
CONC. RETAINING WALL
GRASS AREA
CONC. WALL
MGR
MGR
CONC. WALL
CONC. WALL
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ID SIGN
CONC.
WALL
CONC. CURB
MGR
STOP BAR
DOUBLE YELLOW LINE
C.C.
CONC.
CONC.
CONC. WHEEL
STOP (TYP.)
C.C.
C.C.
C.C.
VENT
COVERED CONC. WALK
COVERED CONC. WALK
COVERED CONC. WALK
BOLLARD
(TYP.)
COLUMN
(TYP.)
HYD
MC
MC
CONC.
BOLLARD
(TYP.)
BLUE
STRIPING
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
YELLOW STRIPING
YELLOW
STRIPING
COLUMN
(TYP.)
D.C.
C.C.
NO
PARKING
FIRE
LANE
COVERED CONC. WALK
BOLLARD
(TYP.)
C.C.
L.S.A.
C.C.
CONC.
CONC.
C.C.
CONC. CURB
CONC. CURB
CONC. CURB
YELLOW
STRIPING
BRICK
PAVER
HYD
CONC. CURB
MGR
RD
VENT
VENT
RD
RD
CONC. WALK
CONC. WALK
COLUMN
BRICK
WALL
CONC. WALK
VENT
FDC
I-BOLLARD
TRANSFORMER
CONC.
(13) GAS
METERS &
MANIFOLD
BOLLARD
(TYP.)
PAVEMENT CUT
PAVEMENT CUT
TRASH ENCLOSURE
GATE
GATE
8' HIGH
C.L.F.
GATE
ASPHALT
PAVEMENT
(2) MC
MC
BOLLARD
ROW
DIRT
WOODED/OVERGROWN
 AREA
WOODED/OVERGROWN
 AREA
WOODED/OVERGROWN
AREA
1 STORY MASONRY
BUILDING
ASPHALT
PAVEMENT
RD
CONC. CURB
CONC. WALK
METAL STEPS
& LANDING w/
RAILING
RD
CONC.
CONC. STEPS
& LANDING w/
RAILING
CONC. STEPS
& LANDING
CONC. STEPS
& LANDING
CONC. STEPS
& LANDING w/
RAILING
L.D.
2 BAYS L.D.
MH
24" PIPE
MH
A
B
UP #416B
w/ CONDUIT
CONC.
WALL
UP #416 w/
CONDUIT
MH WCDEF
A
B
MH WCDEF
MH WCDEF
A
B
C
INLET
MH SAN
1 STORY MASONRY BUILDING
(VARIOUS STORES)
1 STORY MASONRY BUILDING
"SHOPRITE"
MH SAN
MH SAN
MH SAN
MH SAN
MH SAN
MH SAN
MH SAN
MH SAN
MH SAN
INLET
MH
MH
MH
GRATE
GRT 11.14
GRATE
MH SAN
MH SAN
INLET
CURB INLET
MH
RIM 11.70
(SEALED)
INLET
15" PIPE
MH ELEC.
INLET
MH ELEC.
INLET
MH ELEC.
T.D.
T.D.
CONC. HEADWALL
INLET
18"± PIPE
15" PIPE
A
A
B
BLUE
STRIPING
30"± PIPE
CONCRETE ROADWAY
ASPHALT ROADWAY
E.O.P.
N49°32'45"E
537.91'
N22°37'50"W
393.97'
N46°18'32"W
53.13'
S29°04'00"E
219.14'
S41°30'30"E
153.78'
S55°04'10"E
61.34'
S29°04'00"E
171.00'
N46°18'32"W
131.69'
S49°32'45"W
423.91'
S62°40'50"W
161.21'
SOUTH RIVERSIDE AVENUE
U.S. ROUTE 9 EXPRESSWAY
P.O.B.
CROTON POINT AVENUE
AREA LIGHT
HEIGHT 23'±
AREA LIGHT
HEIGHT 23'±
AREA LIGHT
HEIGHT 22'±
POST
24" PIPE
P.O.B.
RD
RD
RD
RD
FDC
RD
RD
RD
FLUSH CURB
RD
BOLLARD
(TYP.)
GRASS/LIGHTLY
TREED AREA
AREA LIGHT
HEIGHT 23'±
AREA LIGHT
HEIGHT 22'±
T.D.
INLET
MH TELE.
MH TELE.
E.O.P.
SOLID WHITE LINE
DOUBLE YELLOW LINE
E.O.P./SOLID WHITE LINE
ASPHALT
ASPHALT
MH CONED
DOUBLE YELLOW LINE
E.O.P./SOLID WHITE LINE
ASPHALT
DOUBLE YELLOW LINE
APPROX. LOCATION
STONE UNDER DRAIN AREA
WOOD
TRELLICE
18"± PIPE
CONNECTION PER REF. 8
30" PIPE 
MH
RIM 26.51
INV 22.9
SANITARY FORCE MAIN
NOTE: FADED PARKING STRIPING
ALONG WEST SIDE OF ROAD
MH ELEC.
TRANS.
ON CONC.
E.O.P.
E.O.P.
E.O.P.
CONC. HEADWALL
RG
RC
RF
RL
RC
RL
RL
RE
RT
RC
RE
RC
RC
RC
RC
RC
RE
RG
RC
RC
RG
RC
RO
RC
RC
RO
RM
RM
RP
RC
RP
RC
RB
RO
RP
RG
RC
RC
RC
RE
RL
RC
RC
RC
EXIST. AREA LIGHT TO BE
RELAMPED (SEE LIGHTING
PLAN FOR DETAILS (TYP.)
RC
RE
RS
RO
RO
RC
RT
RG
RS
EXIST. AREA LIGHT TO BE
RELAMPED (SEE LIGHTING
PLAN FOR DETAILS (TYP.)
RO
RD
RC
RA
RD
RE
EXIST. AREA LIGHT TO BE
RELAMPED (SEE LIGHTING
PLAN FOR DETAILS (TYP.)
EXIST. AREA LIGHT TO BE
RELAMPED (SEE LIGHTING
PLAN FOR DETAILS (TYP.)
RC
RT
 APPROXIMATE LOCATION OF COLUMN TO
BE FIELD VERIFIED AND COORDINATED WITH
ARCHITECT OF RECORD
RF
RX
RX
RD
RD
RD
RD
RC
RD
RM
RW
RS (TYP.)
RD
RD
RD
CONTRACTOR TO FIELD VERIFY
LOCATION OF UNDERGROUND
UTILITIES AND COORDINATE
WITH ENGINEER OF RECORD
EXISTING FENCE TO BE REPLACED WITH
NEW BLACK VINYL CHAIN LINK FENCE
SUBJECT TO CONSENT OF OWNER
RE (TYP.)
B-8
1. It is the Owners / Contractors responsibility to provide erosion and sediment control measures during and after the
construction of this project.  Best Management Practices must be implemented in accordance with the standards and
specifications of the New York State Department of Environmental Conservation (NYSDEC) per  its most recent
publications.
2. The suggested measures shown hereon are the minimum and may be modified and/or supplemented by the Contractor
with expressed permission from the Owner and Engineer of Record, provided they meet the appropriate requirements,
standards and specifications of the NYSDEC, local municipality and all other jurisdictional agencies.  Under all
circumstances, they must prevent the incidental discharge of silt-laden runoff from leaving the site.
3. All necessary inspections of the installed measures and evolving site conditions are the responsibility of the Owner /
Contractor to ensure compliance and that their effectiveness has not been compromised as the result of a climatic event
or the passage of time.  Should any of these measures be damaged or functioning below capacity, they must be
re-established to 100% of their effectiveness.
4. All methods, procedures and materials for erosion and sediment control shall be installed with full knowledge,
coordination and compliance with all aspects of this plan and its' associated documents, including but not limited to the
drawings, notes, specifications and oral instructions of the Owner, Engineer of Record and other involved Professionals.
5. Once all the proposed improvements have been completed and accepted by all involved parties, the temporary erosion
and sediment control shall be removed by the Contractor.
6. This and all associated documents have been prepared with information available at the time and are only valid through
the last date indicated thereon.  Since the site is subject to change resulting from climatic events and other undefined
sources, the contractor is responsible to verify the conditions immediately prior to the commencement of work through
field observation and other appropriate means.  If conditions prevail that prevent or impede the implementation of the
proposed measures, he must immediately notify the Owner and Engineer of Record to be reconciled prior to the
commencement of work.
Asphalt Pavement
RB
RC
RD
RE
RF
RG
RL
RM
RO
RP
RS
RT
REMOVALS PLAN KEYNOTES
RA
RW
EROSION AND SEDIMENT CONTROL NOTES
C2.0
REMOVALS PLAN
1 inch = 40   feet
DRAWING SCALE
NOTE
ITEM
Building/Structure (Including all Appurtenances)
Concrete Curb/Sidewalk/Steps/Ramp
Drainage Structure / Drainage Piping
Sign
Decorative, Stockade, Chain link Fence/Gates
Ground cover/Shrubs/Hedges/Landscaped area
Site Lighting
Miscellaneous Site items (Labeled)
Bollard
Concrete Pavement
Striping and Traffic Markings
Tree
Water Service
1.
This Drawing is copyrighted and protected under the Laws of the United States of America.  Any unauthorized use of reproduction of this document without written consent of Lauro  Group, Inc. is an infringement upon Copyright Laws.  Violators will be subject to prosecution by the full extent of the Law.
2.
The Client may make and retain copies of this document for information and reference in connection with this specific project.  This document is not intended or represented to be suitable for reuse by Client or others for any modifications of the project or on any other project.  Any such reuse or modification without written permission, verification or further due diligence and adaptation by Engineer of Record as appropriate for the specific purpose
intended will be at Client's sole risk and without liability or legal exposure to Engineer of Record or Lauro Group, Inc.  Client shall indemnify and hold harmless Engineer of Record and Lauro Group, Inc. from any and all claims, damages, losses and expenses, including attorney fees arising out of or resulting therefrom.
3.
The Education Law of the State of New York prohibits any person altering anything on these drawings and/or the  accompanying specifications, unless it is under the direction of a licensed Professional Engineer. Where such alterations are made, the Professional Engineer must sign, seal, date and describe the full extent of the alteration on the drawings and/or in   the specifications. (NYS Education Law Section 7209-2)
Know what'sbelow.
before you dig.
Call
R
1-800-272-4480
460 S. RIVERSIDE AVENUE
VILLAGE OF CROTON-ON-HUDSON,
WESTCHESTER COUNTY, NY  10520
W.C.T.M. #:  Section 79.17, Block 2, Lot 2
SHOPRITE No. 202
SHEET
One Suffolk Square  1601 Veterans Memorial Hwy  Suite 330  Islandia, NY 11749
T 631.656.3222   F 631.750.8050        Project #: LG13-0349
Revision
Date
No.
Drawn by:  LB/TG    Drawing #: LG13-0349-CP-4c  Date: 7/2/13
3/6/15
2/11/16
3/18/16
Rev. Site Plan
Rev. per Meeting with Planning Board
Village Site Plan Review Submission
10/12/15
Rev. Building Footprint
12/16/15
Rev. Final Coordination
Daniel Peveraro
DSP ENGINEERING, PLLC
 Professional Engineer
New York License No. 089025
RZ
Gas Service
REMOVALS NOTES
1.
The General Notes shall be part of this entire document package and is part of the contract documents.  This General
Notes is referenced herein and is to be referred to by the contractor.  The contractor is to familiarize himself and
acknowledges his familiarity with all the notes as well as any and all drawing sheet specific notes below.
2.
Refer to site plan for additional information concerning current and proposed improvements, etc.
3.
The contractor shall sawcut existing pavement along the designated line with a straight vertical edge free from
irregularities, wherever new pavement joins existing pavement.
4.
The contractor shall ensure any existing asbestos containing materials are removed from subject premises prior to
removal activities and shall perform all agency notifications as required.
5.
Excavation shall be properly backfilled with clean, suitable material. The contractor shall refer to the geotechnical report
or consult with the geotechnical engineer for inspection and certification.
6.
Removal includes, but is not limited to, all floor slabs, foundation walls, curbing, pavement, footings and underground
piping. existing foundations shall be removed from the site. Questionable items encountered (above and/or below grade)
shall be brought to the attention of the owner and engineer of record immediately in writing before removal or
disturbance.
7.
The contractor shall exercise extreme care when performing any work activities adjacent to structures to remain.
Contractor shall be responsible for taking the appropriate measures as necessary to ensure the structural stability of
exposed and/or below grade foundations/ walls/ sidewalks and pavement to remain, and shall provide a safe work area.
Any damage or disturbance  due to subject workscope shall be repaired to like-kind conditions at the contractor's
expense.
8.
The contractor shall take appropriate measures to protect pedestrians and vehicular traffic during removal activities.
Any traffic control, access, safety provisions within the R.O.W. (e.g. ADA ramps, pedestrian crosswalks, sidewalks,
pavement striping, etc.) shall be the contractor's responsibility. The contractor shall determine appropriateness of
removal activities and provide temporary measures for the protection and safety of the public until permanent
components/replacements can be installed.
9.
The contractor shall take appropriate measures to ensure the safety of its employees, the general public, structures to
remain, adjacent properties, public R.O.W.'s, etc. during all construction and removal activities in accordance with
Federal, State, County and local codes and regulations. The owner and engineer assume no responsibilities for the
contractor's safety programs & procedures in connection with the work.
10.
The contractor shall install a temporary protective fence in accordance with federal, state, county and local codes and
regulations at locations where hazardous conditions exist as a result of removal activities.
11.
The contractor shall be responsible for verifying the exact location, size, type, and depth of utilities, piping, drywells,
etc. prior to the start of any work. The contractor must contact the appropriate local "One Call" system to ensure that
all utilities are properly and completely marked out in the field prior to any work at the site. Any discrepancies between
the field locations and the plans shall be reported to the engineer in writing immediately. The contractor is advised that
utility information shown on the plan is a compilation of field locations, aboveground structures that were visible and
accessible in the field, and record drawings available at the time of the survey and must be confirmed accordingly. The
contractor shall coordinate utility disconnection with the applicable utility companies prior to removal activities.  The
contractor is also advised that all such facilities disturbed during construction must be repaired or replaced at the
contractor's expense.
12.
The contractor shall completely fill below grade areas and voids resulting from the removal of structures and
foundations with soil consisting of materials free from debris, trash, frozen materials, roots and other organic matter.
Stones used shall not be larger than 6 inches in dimension. Prior to placement of fill materials, undertake all necessary
actions in order to ensure that areas to be filled are free of standing water, frost, frozen material, trash and debris.
Place fill materials in horizontal layers not exceeding 6 inches in loose depth and compact each layer at placement to
95% optimum density.  Grade the surface to meet adjacent contours and to provide surface drainage.
13.
Underground storage tanks shall be emptied, cleaned and removed from the site in accordance with Federal, State,
County and local requirements prior to removal of existing building.
RA
ITEM
Building
Sawcut Line
Property Line
Hydrant
Dep. Curb
Curb
Area Light
Utility Pole/Light Pole
Guy Wire
Sign
Traffic Arrows
Overhead Wires
Manhole Cover
Inlet(s)
Water Valve
Gas Valve
Tree(s)
Fence
Bollard
Shrub(s)
Key Note Label
Approx. Loc. U/G
Water
Approx. Loc. U/G Gas
Approx. Loc. U/G
Elect.
Approx. Loc. U/G
Cable
LEGEND
EXISTING
REMOVAL
RX
Electric Service

TW 5.36
INV. 1.2
GAS
METER
BOLLARD
(TYP.)
4' HIGH C.L.F.
6' HIGH C.L.F.
6' HIGH C.L.F.
TELEPHONE
BOX
GATE
4' HIGH C.L.F.
CONC. CURB
HYD
CONC.
TRANSFORMER
BOLLARD
(TYP.)
GRAVEL DRIVE
COLUMN
(TYP.)
HYD
HYD
C.C.
CONC.
L.S.A.
L.S.A.
12"
6"
8"
10"
10"
6"
24"
18"
18"
18"
16"
CART RETURN
AREA
CART
RETURN
AREA
CART RETURN
AREA
C.C.
C.C.
C.C.
C.C.
T.D.
DOUBLE YELLOW LINE
CONC. CURB
CONC. CURB
CONC. CURB
CONC. ISLAND
CONC. WALL
CONC. RETAINING WALL
GRASS AREA
CONC. WALL
MGR
MGR
CONC. WALL
CONC. WALL
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ID SIGN
CONC.
WALL
CONC. CURB
MGR
STOP BAR
DOUBLE YELLOW LINE
C.C.
CONC.
CONC. WHEEL
STOP (TYP.)
C.C.
C.C.
C.C.
VENT
COVERED CONC. WALK
COVERED CONC. WALK
COVERED CONC. WALK
BOLLARD
(TYP.)
COLUMN
(TYP.)
HYD
MC
MC
CONC.
BOLLARD
(TYP.)
BLUE
STRIPING
ASPHALT
PAVEMENT
COLUMN
(TYP.)
COVERED CONC. WALK
L.S.A.
C.C.
CONC.
C.C.
CONC. CURB
CONC. CURB
CONC. CURB
YELLOW
STRIPING
BRICK
PAVER
HYD
CONC. CURB
MGR
RD
VENT
VENT
RD
RD
CONC. WALK
CONC. WALK
COLUMN
BRICK
WALL
CONC. WALK
VENT
FDC
I-BOLLARD
TRANSFORMER
CONC.
(13) GAS
METERS &
MANIFOLD
BOLLARD
(TYP.)
PAVEMENT CUT
TRASH ENCLOSURE
GATE
GATE
8' HIGH
C.L.F.
GATE
ASPHALT
PAVEMENT
(2) MC
MC
BOLLARD
ROW
DIRT
WOODED/OVERGROWN
 AREA
WOODED/OVERGROWN
 AREA
WOODED/OVERGROWN
AREA
1 STORY MASONRY
BUILDING
ASPHALT
PAVEMENT
RD
CONC. CURB
CONC. WALK
METAL STEPS
& LANDING w/
RAILING
RD
CONC.
CONC. STEPS
& LANDING w/
RAILING
CONC. STEPS
& LANDING
CONC. STEPS
& LANDING
CONC. STEPS
& LANDING w/
RAILING
L.D.
MH
RIM 25.00
INV. 18.3
24" PIPE
MH
RIM 24.90
INV. 18.2 (A)
INV. 18.4 (B)
A
B
UP #416B
w/ CONDUIT
CONC.
WALL
UP #416 w/
CONDUIT
MH WCDEF
RIM 29.49
INV. 22.9 (A)
INV. 21.2 (B)
A
B
MH WCDEF
RIM 32.74
INV. 24.3
MH WCDEF
RIM 39.79
INV. 28.7 (A)
INV. 30.5 (B)
INV. 28.9 (C)
A
B
C
INLET
TC 23.93
GRT 23.43
INV. 20.6
10" PIPE
MH SAN
RIM 13.22
BOT. 4.9±
(NPV)
1 STORY MASONRY BUILDING
(VARIOUS STORES)
1 STORY MASONRY BUILDING
"SHOPRITE"
MH SAN
RIM 13.01
(SEALED)
MH SAN
RIM 12.88
(PARKED OVER)
MH SAN
RIM 12.93
(SEALED)
MH SAN
RIM 12.01
(SEALED)
MH SAN
RIM 11.56
(SEALED)
MH SAN
RIM 13.64
(SEALED)
MH SAN
RIM 11.89
(SEALED)
MH SAN
RIM 12.36
(SEALED)
MH SAN
RIM 12.69
(SEALED)
MH
RIM 11.42
(SEALED)
MH
RIM 11.46
(SEALED)
MH
RIM 11.62
(SEALED)
MH SAN
RIM 11.72
(SEALED)
MH SAN
RIM 11.58
(SEALED)
15" PIPE
MH ELEC.
RIM 12.29
MH ELEC.
RIM 6.85
CONC. HEADWALL
INV. 2.5
30"± PIPE
  23.9
  5.1
  5.8
  6.5
  7.7
  9.0
  8.5
  10.0
  10.9
  10.5
  11.0
  11.0
  11.0
  11.1
  11.2
  11.8
  13.5
  13.8
  14.2
  14.4
  15.4
  9.6
  10.5
  11.2
  11.5
  12.5
  13.7
  15.3
  18.7
  25.2
  27.0
  26.5
  4.3
  4.4
  4.3
  5.0
  6.4
  7.0
  8.5
  9.9
  11.8
  5.5
  4.5
  4.4
  4.2
  4.1
  5.1
  5.8
  5.8
  5.1
  5.9
  6.6
  6.5
  6.3
  6.1
  6.1
  6.1
  6.8
  7.2
  8.7
  8.9
  10.3
  27.6
  27.8
  30.2
  31.9
  33.1
  34.5
  36.1
  37.9
  39.3
  38.8
  10.9
  13.1
  13.3
  12.9
  24.0
  25.8
  24.80
  10.15
  8.16
  7.79
  7.71
  7.57
  7.54
  7.69
  7.89
  7.94
  7.93
  7.90
  7.76
  7.96
  8.26
  7.83
  7.92
  8.21
  8.52
  7.90
  8.60
 DS12.06
  8.81
  11.27
 DS 11.92
  8.87
  DS 12.90
  8.97
 DS 12.89
 DS 12.90
 DS 12.87
  9.79
 DS 12.84
  9.03
  8.53
  8.31
  8.65
  9.07
 DS 12.88
  9.96
  10.10
  9.31
  9.83
  10.75
  10.45
  10.59
  10.91
  11.42
  11.74
  11.94
  12.06
  12.13
  12.24
  14.88
  14.89
  14.92
  15.00
 DS 11.87
  12.83
 DS 12.91  DS 13.01
  13.03
  12.34
  12.45
 DS 12.99  DS 13.02
  13.50
 DS 13.55
  DS 13.97
 DS 13.99
  DS 13.99
 DS 14.06
  13.97
  13.96
 DS 14.03
  16.94
  16.77
  17.22
  17.07
  19.07
  19.17
  19.43
  19.38
  20.12
  23.06
  22.42
  22.11
  22.03
  22.18
  23.22
  17.68
  27.08
  26.63
  26.43
  26.46
  26.44
  26.26
  25.92
  25.38
  25.36
  24.68
  25.18
  25.65
  25.78
  26.03
  26.67
  22.17
  22.23
  19.30
  19.03
  16.09
  16.28
  14.98
  14.68
  14.51
  14.87
  15.90
  18.93
  18.92
  22.31
  22.27
  24.02
  22.28
  22.25
  18.91
  18.98
  16.51
  14.53
  14.13
  14.07
  14.15
  14.22
  14.35
  13.92
  15.18
  13.87
  13.78
 DS 14.11
  13.76
 DS 14.06
  13.53   13.47  13.26
 DS 13.94
 DS 13.85
  13.16
 DS 13.96
  12.91   12.83
 DS 13.52
 DS 12.92
  10.95
  10.45
  10.54
  10.92
  12.53
  11.00
  12.22
  11.82
  12.70
  12.71
  13.37
  14.07
  13.13
  13.66
  15.58
  14.85
  16.56
  17.09
  BC18.90
  BC20.00
  BC20.00
  BC22.35
  BC22.32
  BC21.55
  BC24.88
  BC24.86
  BC23.93
  BC23.30
  BC24.46
  BC24.84
  BC26.10
  BC25.59
  BC24.94
  BC23.42
  BC19.54
  BC18.57
  BC15.00
  BC16.50
  BC13.41
  BC15.03
  BC16.57
  BC6.64
  BC6.71
  BC6.99
  BC7.14
  BC7.21
  BC9.09
  BC9.12
  BC9.33   BC9.46
  BC8.29
  BC9.03
  BC9.33
  BC9.83
  BC13.48
  BC14.34
  BC14.09
  BC13.23
  BC11.96
  BC11.85
  BC12.19
  BC12.78
  BC12.81
  BC12.89
  BC13.52
  BC13.71
  BC12.87
  BC18.42
  BC18.33
  BC19.21
  BC23.48
  BC23.98
  BC23.74
  BC28.08
  BC30.19
  BC31.94
  BC33.38
  BC34.97
  BC36.40
  BC37.95
  BC27.31
  BC27.30
  BC27.18
  BC27.08
  BC26.98
  BC26.80
  BC26.44
  BC25.70
  BC15.24
  BC14.45
  BC14.96
  BC15.25
  BC13.75
  BC13.93
  BC14.24
  BC13.37
  BC13.22
  BC13.17
  BC13.07
  BC13.00
  BC12.72
  BC12.32
  BC11.73
  BC10.19
  BC11.92
  BC12.16
  BC11.54
  BC11.87
  BC12.75
  BC13.29
  BC14.34
  BC15.40
  BC16.06   BC16.52
  BC18.24
  BC18.73
  BC21.23
  BC27.86
  BC30.23
  BC34.16
  BC40.48
  BC42.80
  TC19.34
  TC20.62
  TC20.77
  TC22.91
  TC22.92
  TC21.98
  TC25.41
  TC25.43
  TC23.79
  TC25.36
  TC26.61
  TC23.98
  TC20.07
  TC19.06
  TC15.47
  TC17.04
  TC13.85
  TC15.47
  TC17.02
  TC7.03
  TC7.26
  TC7.46
  TC7.71
  TC7.77
  TC9.59
  TC9.80
  TC9.78
  TC10.00
  TC8.92
  TC9.72
  TC9.92
  TC10.25
  TC14.02
  TC14.82
  TC14.54
  TC13.87
  TC12.49
  TC12.12
  TC12.18
  TC12.83
  TC12.80
  TC12.99
  TC13.85
  TC13.18
  TC18.92
  TC18.82
  TC19.68
  TC24.06
  TC24.43
  TC24.24
  TC28.67
  TC30.78
  TC32.50
  TC33.91
  TC35.49
  TC36.91
  TC38.54
  TC28.13
  TC27.88
  TC27.79
  TC27.68
  TC27.56
  TC27.31
  TC27.06
  TC26.24
  TC15.73
  TC15.30
  TC14.98
  TC15.75
  TC14.12
  TC14.37
  TC14.40
  TC13.80  TC13.69
  TC13.64
  TC13.56
  TC13.42
  TC13.16
  TC12.91
  TC12.15
  TC10.81
  TC12.55
  TC12.69
  TC12.49
  TC13.37
  TC14.95
  TC16.03
  TC16.49
  TC19.57
  TC21.08
  TC28.25
  TC34.69
  TC41.07
  TC43.25
  BW27.33
  BW27.05
  BW38.86
  BW39.55
  BW38.72
  BW34.37
  BW30.51
  BW24.21
  BW18.30
  BW16.78
  BW19.46
  BW22.33
  BW25.41
  BW27.61
  BW28.42
  BW28.68
  BW27.59
  BW15.28
  BW14.12
  TW36.76
  TW35.40
  TW27.74
  TW27.64
  TW39.46
  TW39.90
  TW39.01
  TW34.68
  TW30.80
  TW24.57
  TW19.89
  TW15.45
  12.31
  27.1
  BC16.17
FF 11.95
FF 11.96
  8.40
  8.29
L.D. 11.92
CONCRETE ROADWAY
ASPHALT ROADWAY
E.O.P.
N49°32'45"E
537.91'
N22°37'50"W
393.97'
N46°18'32"W
53.13'
S29°04'00"E
219.14'
S41°30'30"E
153.78'
S55°04'10"E
61.34'
S29°04'00"E
171.00'
N46°18'32"W
131.69'
S49°32'45"W
423.91'
S62°40'50"W
161.21'
SOUTH RIVERSIDE AVENUE
U.S. ROUTE 9 EXPRESSWAY
P.O.B.
CROTON POINT AVENUE
AREA LIGHT
HEIGHT 23'±
AREA LIGHT
HEIGHT 22'±
POST
24" PIPE
P.O.B.
RD
RD
RD
BOLLARD
(TYP.)
AREA LIGHT
HEIGHT 23'±
AREA LIGHT
HEIGHT 22'±
15" PIPE
T.D.
GRT 13.36
INV. 11.3
INLET
TC 45.50
GRT 44.83
MH TELE.
RIM 24.57
MH TELE.
RIM 37.98
E.O.P.
SOLID WHITE LINE
DOUBLE YELLOW LINE
E.O.P./SOLID WHITE LINE
ASPHALT
ASPHALT
MH CONED
RIM 27.45
DOUBLE YELLOW LINE
E.O.P./SOLID WHITE LINE
ASPHALT
DOUBLE YELLOW LINE
  24.67
  24.40
  24.55
  24.97
  25.23
  25.37
  25.85
  26.05
  26.67
  26.68
  26.33
  27.87
  28.81
  28.11
  28.90
  29.67
  30.07
  29.30
  28.50
  31.42
  30.81
  33.56
  32.45
  34.99
  33.81
  36.55
  35.48
  37.98
  37.38
  36.80
  39.64
  38.44
  39.69
  40.69
  41.05
  42.40
  41.97
  41.24
  40.00
  43.42
  44.09
  46.18
  45.40
APPROX. LOCATION
STONE UNDER DRAIN AREA
24"± PIPE TO BE FILLED PER REF. 8
MH
RIM 26.51
INV 22.9
SANITARY FORCE MAIN
MH ELEC.
RIM27.28
TRANS.
ON CONC.
E.O.P.
E.O.P.
E.O.P.
7.2
CONC. HEADWALL
  4.0
4.6
5.8
18.3
  4.4
  4.2
  4.5
  4.7
15.5
16.5
11.1
11.0
6.0
5.6
4.7
BW 5.2
BW 5.9
36.3
35.7
35.2
33.5
32.9
31.8
29.4
26.9
24.5
23.0
21.8
20.6
20.3
17.6
16.7
15.6
14.3
13.7
12.5
23 24 25
9.5
36" PIPE 
2.5
ZONE: C-2
USE: VACANT LOT
ZONE: C-2
USE: RETAIL
TW 5.36
INV. 1.2
GAS
METER
BOLLARD
(TYP.)
4' HIGH C.L.F.
6' HIGH C.L.F.
6' HIGH C.L.F.
TELEPHONE
BOX
GATE
4' HIGH C.L.F.
CONC. CURB
HYD
CONC.
TRANSFORMER
BOLLARD
(TYP.)
GRAVEL DRIVE
COLUMN
(TYP.)
HYD
HYD
C.C.
CONC.
L.S.A.
L.S.A.
12"
6"
8"
10"
10"
6"
24"
18"
18"
18"
16"
CART RETURN
AREA
CART
RETURN
AREA
CART RETURN
AREA
C.C.
C.C.
C.C.
C.C.
T.D.
DOUBLE YELLOW LINE
CONC. CURB
CONC. CURB
CONC. CURB
CONC. ISLAND
CONC. WALL
CONC. RETAINING WALL
GRASS AREA
CONC. WALL
MGR
MGR
CONC. WALL
CONC. WALL
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ID SIGN
CONC.
WALL
CONC. CURB
MGR
STOP BAR
DOUBLE YELLOW LINE
C.C.
CONC.
CONC. WHEEL
STOP (TYP.)
C.C.
C.C.
C.C.
VENT
COVERED CONC. WALK
COVERED CONC. WALK
COVERED CONC. WALK
BOLLARD
(TYP.)
COLUMN
(TYP.)
HYD
MC
MC
CONC.
BOLLARD
(TYP.)
BLUE
STRIPING
ASPHALT
PAVEMENT
COLUMN
(TYP.)
COVERED CONC. WALK
L.S.A.
C.C.
CONC.
C.C.
CONC. CURB
CONC. CURB
CONC. CURB
YELLOW
STRIPING
BRICK
PAVER
HYD
CONC. CURB
MGR
RD
VENT
VENT
RD
RD
CONC. WALK
CONC. WALK
COLUMN
BRICK
WALL
CONC. WALK
VENT
FDC
I-BOLLARD
TRANSFORMER
CONC.
(13) GAS
METERS &
MANIFOLD
BOLLARD
(TYP.)
PAVEMENT CUT
TRASH ENCLOSURE
GATE
GATE
8' HIGH
C.L.F.
GATE
ASPHALT
PAVEMENT
(2) MC
MC
BOLLARD
ROW
DIRT
WOODED/OVERGROWN
 AREA
WOODED/OVERGROWN
 AREA
WOODED/OVERGROWN
AREA
1 STORY MASONRY
BUILDING
ASPHALT
PAVEMENT
RD
CONC. CURB
CONC. WALK
METAL STEPS
& LANDING w/
RAILING
RD
CONC.
CONC. STEPS
& LANDING w/
RAILING
CONC. STEPS
& LANDING
CONC. STEPS
& LANDING
CONC. STEPS
& LANDING w/
RAILING
L.D.
MH
RIM 25.00
INV. 18.3
24" PIPE
MH
RIM 24.90
INV. 18.2 (A)
INV. 18.4 (B)
A
B
UP #416B
w/ CONDUIT
CONC.
WALL
UP #416 w/
CONDUIT
MH WCDEF
RIM 29.49
INV. 22.9 (A)
INV. 21.2 (B)
A
B
MH WCDEF
RIM 32.74
INV. 24.3
MH WCDEF
RIM 39.79
INV. 28.7 (A)
INV. 30.5 (B)
INV. 28.9 (C)
A
B
C
INLET
TC 23.93
GRT 23.43
INV. 20.6
10" PIPE
MH SAN
RIM 13.22
BOT. 4.9±
(NPV)
1 STORY MASONRY BUILDING
(VARIOUS STORES)
1 STORY MASONRY BUILDING
"SHOPRITE"
MH SAN
RIM 13.01
(SEALED)
MH SAN
RIM 12.88
(PARKED OVER)
MH SAN
RIM 12.93
(SEALED)
MH SAN
RIM 12.01
(SEALED)
MH SAN
RIM 11.56
(SEALED)
MH SAN
RIM 13.64
(SEALED)
MH SAN
RIM 11.89
(SEALED)
MH SAN
RIM 12.36
(SEALED)
MH SAN
RIM 12.69
(SEALED)
MH
RIM 11.42
(SEALED)
MH
RIM 11.46
(SEALED)
MH
RIM 11.62
(SEALED)
MH SAN
RIM 11.72
(SEALED)
MH SAN
RIM 11.58
(SEALED)
15" PIPE
MH ELEC.
RIM 12.29
MH ELEC.
RIM 6.85
CONC. HEADWALL
INV. 2.5
30"± PIPE
  23.9
  5.1
  5.8
  6.5
  7.7
  9.0
  8.5
  10.0
  10.9
  10.5
  11.0
  11.0
  11.0
  11.1
  11.2
  11.8
  13.5
  13.8
  14.2
  14.4
  15.4
  9.6
  10.5
  11.2
  11.5
  12.5
  13.7
  15.3
  18.7
  25.2
  27.0
  26.5
  4.3
  4.4
  4.3
  5.0
  6.4
  7.0
  8.5
  9.9
  11.8
  5.5
  4.5
  4.4
  4.2
  4.1
  5.1
  5.8
  5.8
  5.1
  5.9
  6.6
  6.5
  6.3
  6.1
  6.1
  6.1
  6.8
  7.2
  8.7
  8.9
  10.3
  27.6
  27.8
  30.2
  31.9
  33.1
  34.5
  36.1
  37.9
  39.3
  38.8
  10.9
  13.1
  13.3
  12.9
  24.0
  25.8
  24.80
  10.15
  8.16
  7.79
  7.71
  7.57
  7.54
  7.69
  7.89
  7.94
  7.93
  7.90
  7.76
  7.96
  8.26
  7.83
  7.92
  8.21
  8.52
  7.90
  8.60
 DS12.06
  8.81
  11.27
 DS 11.92
  8.87
  DS 12.90
  8.97
 DS 12.89
 DS 12.90
 DS 12.87
  9.79
 DS 12.84
  9.03
  8.53
  8.31
  8.65
  9.07
 DS 12.88
  9.96
  10.10
  9.31
  9.83
  10.75
  10.45
  10.59
  10.91
  11.42
  11.74
  11.94
  12.06
  12.13
  12.24
  14.88
  14.89
  14.92
  15.00
 DS 11.87
  12.83
 DS 12.91  DS 13.01
  13.03
  12.34
  12.45
 DS 12.99  DS 13.02
  13.50
 DS 13.55
  DS 13.97
 DS 13.99
  DS 13.99
 DS 14.06
  13.97
  13.96
 DS 14.03
  16.94
  16.77
  17.22
  17.07
  19.07
  19.17
  19.43
  19.38
  20.12
  23.06
  22.42
  22.11
  22.03
  22.18
  23.22
  17.68
  27.08
  26.63
  26.43
  26.46
  26.44
  26.26
  25.92
  25.38
  25.36
  24.68
  25.18
  25.65
  25.78
  26.03
  26.67
  22.17
  22.23
  19.30
  19.03
  16.09
  16.28
  14.98
  14.68
  14.51
  14.87
  15.90
  18.93
  18.92
  22.31
  22.27
  24.02
  22.28
  22.25
  18.91
  18.98
  16.51
  14.53
  14.13
  14.07
  14.15
  14.22
  14.35
  13.92
  15.18
  13.87
  13.78
 DS 14.11
  13.76
 DS 14.06
  13.53   13.47  13.26
 DS 13.94
 DS 13.85
  13.16
 DS 13.96
  12.91   12.83
 DS 13.52
 DS 12.92
  10.95
  10.45
  10.54
  10.92
  12.53
  11.00
  12.22
  11.82
  12.70
  12.71
  13.37
  14.07
  13.13
  13.66
  15.58
  14.85
  16.56
  17.09
  BC18.90
  BC20.00
  BC20.00
  BC22.35
  BC22.32
  BC21.55
  BC24.88
  BC24.86
  BC23.93
  BC23.30
  BC24.46
  BC24.84
  BC26.10
  BC25.59
  BC24.94
  BC23.42
  BC19.54
  BC18.57
  BC15.00
  BC16.50
  BC13.41
  BC15.03
  BC16.57
  BC6.64
  BC6.71
  BC6.99
  BC7.14
  BC7.21
  BC9.09
  BC9.12
  BC9.33   BC9.46
  BC8.29
  BC9.03
  BC9.33
  BC9.83
  BC13.48
  BC14.34
  BC14.09
  BC13.23
  BC11.96
  BC11.85
  BC12.19
  BC12.78
  BC12.81
  BC12.89
  BC13.52
  BC13.71
  BC12.87
  BC18.42
  BC18.33
  BC19.21
  BC23.48
  BC23.98
  BC23.74
  BC28.08
  BC30.19
  BC31.94
  BC33.38
  BC34.97
  BC36.40
  BC37.95
  BC27.31
  BC27.30
  BC27.18
  BC27.08
  BC26.98
  BC26.80
  BC26.44
  BC25.70
  BC15.24
  BC14.45
  BC14.96
  BC15.25
  BC13.75
  BC13.93
  BC14.24
  BC13.37
  BC13.22
  BC13.17
  BC13.07
  BC13.00
  BC12.72
  BC12.32
  BC11.73
  BC10.19
  BC11.92
  BC12.16
  BC11.54
  BC11.87
  BC12.75
  BC13.29
  BC14.34
  BC15.40
  BC16.06  BC16.52
  BC18.24
  BC18.73
  BC21.23
  BC27.86
  BC30.23
  BC34.16
  BC40.48
  BC42.80
  TC19.34
  TC20.62
  TC20.77
  TC22.91
  TC22.92
  TC21.98
  TC25.41
  TC25.43
  TC23.79
  TC25.36
  TC26.61
  TC23.98
  TC20.07
  TC19.06
  TC15.47
  TC17.04
  TC13.85
  TC15.47
  TC17.02
  TC7.03
  TC7.26
  TC7.46
  TC7.71
  TC7.77
  TC9.59
  TC9.80
  TC9.78
  TC10.00
  TC8.92
  TC9.72
  TC9.92
  TC10.25
  TC14.02
  TC14.82
  TC14.54
  TC13.87
  TC12.49
  TC12.12
  TC12.18
  TC12.83
  TC12.80
  TC12.99
  TC13.85
  TC13.18
  TC18.92
  TC18.82
  TC19.68
  TC24.06
  TC24.43
  TC24.24
  TC28.67
  TC30.78
  TC32.50
  TC33.91
  TC35.49
  TC36.91
  TC38.54
  TC28.13
  TC27.88
  TC27.79
  TC27.68
  TC27.56
  TC27.31
  TC27.06
  TC26.24
  TC15.73
  TC15.30
  TC14.98
  TC15.75
  TC14.12
  TC14.37
  TC14.40
  TC13.80  TC13.69
  TC13.64
  TC13.56
  TC13.42
  TC13.16
  TC12.91
  TC12.15
  TC10.81
  TC12.55
  TC12.69
  TC12.49
  TC13.37
  TC14.95
  TC16.03
  TC16.49
  TC19.57
  TC21.08
  TC28.25
  TC34.69
  TC41.07
  TC43.25
  BW27.33
  BW27.05
  BW38.86
  BW39.55
  BW38.72
  BW34.37
  BW30.51
  BW24.21
  BW18.30
  BW16.78
  BW19.46
  BW22.33
  BW25.41
  BW27.61
  BW28.42
  BW28.68
  BW27.59
  BW15.28
  BW14.12
  TW36.76
  TW35.40
  TW27.74
  TW27.64
  TW39.46
  TW39.90
  TW39.01
  TW34.68
  TW30.80
  TW24.57
  TW19.89
  TW15.45
  12.31
  27.1
  BC16.17
FF 11.95
FF 11.96
  8.40
  8.29
L.D. 11.92
CONCRETE ROADWAY
ASPHALT ROADWAY
E.O.P.
N49°32'45"E
537.91'
N22°37'50"W
393.97'
N46°18'32"W
53.13'
S29°04'00"E
219.14'
S41°30'30"E
153.78'
S55°04'10"E
61.34'
S29°04'00"E
171.00'
N46°18'32"W
131.69'
S49°32'45"W
423.91'
S62°40'50"W
161.21'
SOUTH RIVERSIDE AVENUE
U.S. ROUTE 9 EXPRESSWAY
P.O.B.
AREA LIGHT
HEIGHT 23'±
AREA LIGHT
HEIGHT 22'±
POST
24" PIPE
P.O.B.
RD
RD
RD
BOLLARD
(TYP.)
AREA LIGHT
HEIGHT 23'±
AREA LIGHT
HEIGHT 22'±
15" PIPE
T.D.
GRT 13.36
INV. 11.3
MH TELE.
RIM 24.57
MH TELE.
RIM 37.98
E.O.P.
SOLID WHITE 
DOUBLE YELLOW
E.O.P./SOLID WHITE LINE
ASPHALT
ASPHALT
MH CONED
RIM 27.45
DOUBLE YELLOW LINE
E.O.P./SOLID WHITE LINE
ASPHALT
DOUBLE YELLOW LINE
  24.67
  24.40
  24.55
  24.97
  25.23
  25.37
  25.85
  26.05
  26.67
  26.68
  26.33
  27.87
  28.81
  28.11
  28.90
  29.67
  30.07
  29.30
  28.50
  31.42
  30.81
  33.56
  32.45
  34.99
  33.81
  36.55
  35.48
  37.98
  37.38
  36.80
  39.64
  38.44
  39.69
  40.69
  41.05
  42.40
  41.97
  41.24
  40.00
  43.42
  44.09
APPROX. LOCATION
STONE UNDER DRAIN AREA
24"± PIPE TO BE FILLED PER REF. 8
MH
RIM 26.51
INV 22.9
SANITARY FORCE MAIN
MH ELEC.
RIM27.28
TRANS.
ON CONC.
E.O.P.
E.O.P.
E.O.P.
7.2
CONC. HEADWALL
  4.0
4.6
5.8
18.3
  4.4
  4.2
  4.5
  4.7
15.5
16.5
11.1
11.0
6.0
5.6
4.7
BW 5.2
BW 5.9
36.3
35.7
35.2
33.5
32.9
31.8
29.4
26.9
24.5
23.0
21.8
20.6
20.3
17.6
16.7
15.6
14.3
13.7
12.5
23 24 25
9.5
36" PIPE 
2.5
ZONE: C-2
USE: VACANT LOT
ZONE: C-2
USE: RETAIL
F.F.EL=11.96
13.10
13.20
13.40
13.40
13.55
12.90
13.00
12.90
12.70
11.95
12.35
11.93
13.30
7.95
7.95
6.80
8.10
7.40
8.15
7.85
7.15
A-1
A-2
A-3
A-4
A-5
A-9
A-11
A-12
A-14
A-18
A-20
11.93
A-6
A-7
A-8
A-10
TC
BC
24.50
24.00
TC
BC
13.35
12.85
TC
BC
13.30
12.80
TC
BC
13.30
12.80
TC
BC
12.30
11.80
TC
BC
11.90
11.40
TC
BC
11.92
11.42
TC
BC
11.80
11.30
TC
BC
11.95
11.45
TC
BC
11.85
11.35
TC
BC
11.70
11.20
TC
BC
11.85
11.35
TC
BC
11.75
11.25
TC
BC
11.85
11.35
TC
BC 13.30
12.80
TC
BC
13.40
12.90
TC
BC 13.30
12.80
TC
BC
25.50
25.00
TC
BC
24.55
24.05
TC
BC
24.35
24.85
TC
BC
25.35
24.85
TC
BC
24.70
24.20
TC
BC
24.80
24.30
TC
BC
25.40
24.90
TC
BC
25.55
25.05
TC
BC
25.55
25.05
TC
BC
25.60
25.10
TC
BC
25.75
25.25
TC
BC
25.90
25.40
TC
BC
24.75
24.25
TC
BC 13.40
12.90
TC
BC 12.50
12.00
TC
BC
12.15
11.65
TC
BC
7.00
6.50
TC
BC
7.10
6.60
TC
BC
7.15
6.65
TC
BC
7.70
7.20
TC
BC
11.90
11.40
TC
BC
7.45
6.95
TC
BC
12.45
11.95
TC
BC
13.70
13.20
TC
BC
13.75
13.25
TC
BC
14.00
13.50
TC
BC
15.80
15.30
TC
BC
16.05
15.55
TC
BC
11.90
11.40
25.90
22.45
25.85
13.45
13.40
TC
BC
13.40
12.90
TC
BC
20.60
20.10
B-1
B-3
B-4
B-5
B-6
B-7
B-8
B-9
B-10
B-11
B-12
B-2
A-13
A-15
A-21
A-16
A-17
8.25
7.35
7.50
B-13
B-14
B-15
11.20
TC
BC
11.70
11.30
TC
BC
6.95
6.45
A-19
RD-2
RD-3
RD-4
RD-1
NOTE: CONTRACTOR SHALL CONNECT
EXISTING ROOF DRAINS TO PROPOSED
STRUCTURES. ROOF DRAINS SHALL BE
6"Ø SMOOTH WALL HDPE PIPE.
12.90
B-8
APPROXIMATE LOCATION OF
EXISTING ABANDONED
CEMENT FILLED STORM DRAIN
PROP. 6"Ø SMOOTH WALL
HDPE PIPE (1.5% MIN. SLOPE)
TO CONNECT TO EXISTING
TRENCH DRAIN
PROP. 6"Ø SMOOTH
WALL HDPE PIPE
(1.5% MIN. SLOPE)
CONNECT TO EXISTING
DRAINAGE PIPES
PROP. 15"Ø SMOOTH
WALL HDPE PIPE
(1.0% MIN. SLOPE)
PROP. 24"Ø SMOOTH
WALL HDPE PIPE
(1.5% MIN. SLOPE)
PROP. 6"Ø SMOOTH
WALL HDPE PIPE
(1.5% MIN. SLOPE)
PROP. 30"Ø SMOOTH
WALL HDPE PIPE
PROP. 2' CURB
OPENING TO
MATCH EXISTING
PROP. 30"Ø SMOOTH
WALL HDPE PIPE
PROP. 24"Ø SMOOTH
WALL HDPE PIPE
(1.0% MIN. SLOPE)
PROP. 12"Ø SMOOTH
WALL HDPE PIPE (TYP.)
(2% MIN. SLOPE)
PROP. 12"Ø SMOOTH
WALL HDPE PIPE (TYP.)
(2% MIN. SLOPE)
PROP. 12"Ø SMOOTH
WALL HDPE PIPE
NOTE: CONTRACTOR SHALL BRING ALL
EXISTING COVERS & GRATES FLUSH
TO GRADE WITHIN THE SAWCUT AREA.
F.F.EL=11.96
11.96
6.00
BULLNOSE CURB
UTILITY CROSSING NOTE
CONTRACTOR SHALL VERTICALLY REROUTE ALL
UTILITIES TO ACCOMMODATE PROPOSED
DRAINAGE PIPES AND STRUCTURES (18" MIN.
BETWEEN UNDERGROUND UTILITIES AND
STORM WATER STRUCTURES/PIPES).
SEE UTILITY CROSSING
NOTE (TYP.)
SEE UTILITY CROSSING
NOTE (TYP.)
CONTRACTOR SHALL RELOCATE
ELECTRICAL MANHOLE AS
NECESSARY TO ACCOMODATE
DRAINAGE STRUCTURE AND
PIPES (SEE UTILITY CROSSING
NOTE - THIS SHEET)
SEE UTILITY CROSSING
NOTE (TYP.)
11.96
SEE UTILITY CROSSING
NOTE (TYP.)
SEE UTILITY CROSSING
NOTE (TYP.)
11.85
11.85
C3.0
DRAINAGE PLAN
1. All erosion control measures are the responsibility of the contractor and shall be in
accordance with the Village and NYSDEC requirements.   No sediment and/or
loose debris of any kind shall flow off-site.
2. All proposed curbs, unless otherwise noted, shall have a 6" reveal.
3. Sanitary and storm outlets from the building were taken from the
Architectural/MEP drawings at the time of plan preparation.  The contractor shall
verify that they are consistent with the final Architectural/MEP drawings prior to
construction.
4. All cast iron access ports/grates/covers for sanitary and storm structures (existing
or proposed) shall be set/adjusted flush with the pavement or grade, as
appropriate.
5. The contractor shall comply to the fullest extent with the latest standards of
OSHA directives and any other agency having jurisdiction for excavation and
trenching procedures.  The contractor shall use support systems, sloping,
benching, and other means of protection as appropriate for the prevailing
conditions.  This includes but is not limited to access and egress from all
excavation and trenching.
6. Should dewatering be required for the installation of any facilities depicted
hereon, the contractor is responsible for any/all permits from the appropriate
jurisdictional agency and the directives therein.
7. At the conclusion of construction activities, the contractor shall clean all drainage
structures on-site in the vicinity of the work area and in South Riverside Avenue
fronting the work area to ensure proper functionality.
8. Roof/canopy drain piping shall be 6"Ø Smooth Wall HDPE Pipe.
9. Drainage interconnect piping shall be Smooth Wall HDPE Pipe.
10. Pavement slopes in ADA areas shall conform to the latest applicable standards
and shall not exceed 1:50 in ADA parking and loading areas.
GRADING & DRAINAGE NOTES
GRADING PLAN KEYNOTES
1 inch = 40   feet
DRAWING SCALE
PROPOSED DRAINAGE SYSTEM TRIBUTARY AREA
N.T.S.
NOTE
ITEM
Underground Electric Service (See Utility Plan)
Underground Cable Conduit (See Utility Plan)
Electric Transformer
Utility Meter (See Utility Plan)
Fire Department Siamese Connection (See Utility Plan)
1.
This Drawing is copyrighted and protected under the Laws of the United States of America.  Any unauthorized use of reproduction of this document without written consent of Lauro  Group, Inc. is an infringement upon Copyright Laws.  Violators will be subject to prosecution by the full extent of the Law.
2.
The Client may make and retain copies of this document for information and reference in connection with this specific project.  This document is not intended or represented to be suitable for reuse by Client or others for any modifications of the project or on any other project.  Any such reuse or modification without written permission, verification or further due diligence and adaptation by Engineer of Record as appropriate for the specific purpose
intended will be at Client's sole risk and without liability or legal exposure to Engineer of Record or Lauro Group, Inc.  Client shall indemnify and hold harmless Engineer of Record and Lauro Group, Inc. from any and all claims, damages, losses and expenses, including attorney fees arising out of or resulting therefrom.
3.
The Education Law of the State of New York prohibits any person altering anything on these drawings and/or the  accompanying specifications, unless it is under the direction of a licensed Professional Engineer. Where such alterations are made, the Professional Engineer must sign, seal, date and describe the full extent of the alteration on the drawings and/or in   the specifications. (NYS Education Law Section 7209-2)
Know what'sbelow.
before you dig.
Call
R
1-800-272-4480
460 S. RIVERSIDE AVENUE
VILLAGE OF CROTON-ON-HUDSON,
WESTCHESTER COUNTY, NY  10520
W.C.T.M. #:  Section 79.17, Block 2, Lot 2
SHOPRITE No. 202
SHEET
One Suffolk Square  1601 Veterans Memorial Hwy  Suite 330  Islandia, NY 11749
T 631.656.3222   F 631.750.8050        Project #: LG13-0349
Revision
Date
No.
Drawn by:  LB/TG    Drawing #: LG13-0349-CP-4c  Date: 7/2/13
3/6/15
2/11/16
3/18/16
Rev. Site Plan
Rev. per Meeting with Planning Board
Village Site Plan Review Submission
10/12/15
Rev. Building Footprint
12/16/15
Rev. Final Coordination
Daniel Peveraro
DSP ENGINEERING, PLLC
 Professional Engineer
New York License No. 089025
B-8
100.00
TC
BC
000.00
000.00
Item
Building
Sawcut Line
Property Line
Hydrant
Dep. Curb
Curb
Area Light
Utility Pole/Light Pole
Guy Wire
Sign
Traffic Arrows
Overhead Wires
Manhole Cover
Inlet(s)
Fence
Bollard
Shrub(s)
Keynote
Catch Basin
Spot Elevation
Top & Bottom of Curb
Elevation
U/G Electric Service
U/G Gas Service
U/G Water Service
U/G Cable Service
Drainage Line
Roof Drain Location
Stomwater Leaching
Structure
Contour Line
Ridge Line
Flow Arrow
Boring
Swale Line
LEGEND
Existing
Proposed
RD
*Existing
GRADING &
*NOTE: Storage depth calculated from lowest grate elevation.
BORING LOG
Soil Mechanics Drilling Corp.
3770 Merrick Road
Seaford, NY 11783
Boring Date: 8/11/2014
B
A
Total Flow (Q) = ciA
Property Area = 7.90 Ac
i = Rainfall Intensity = 8.54"
c = 0.95 (Impervious)
c = 0.30 (Landscape)
Existing Conditions
Impervious = 6.970 Ac
Landscaped = 0.930 Ac
Q = (0.95 x 8.54 x 6.970) + (0.30 x 8.54 x 0.930) = 58.93 cfs (Outfall)
Proposed Conditions
Trib Area "A" (Outfall)
Impervious = 6.895 Ac
Landscaped =0.451 Ac
Q = (0.95 x 8.54 x 6.895) + (0.30 x 8.54 x 0.451) = 57.09 cfs (Outfall)
Trib Area "B" (Leaching)
Impervious = 0.477 Ac
Landscaped = 0.076 Ac
Q = (0.95 x 8.54 x 0.477) + (0.30 x 8.54 x 0.076) = 4.06 cfs (Leaching)
FLOW RATE CALCULATIONS

TW 5.36
INV. 1.2
GAS
METER
BOLLARD
(TYP.)
4' HIGH C.L.F.
6' HIGH C.L.F.
6' HIGH C.L.F.
TELEPHONE
BOX
GATE
4' HIGH C.L.F.
CONC. CURB
HYD
CONC.
TRANSFORMER
BOLLARD
(TYP.)
GRAVEL DRIVE
COLUMN
(TYP.)
HYD
HYD
C.C.
CONC.
L.S.A.
L.S.A.
12"
6"
8"
10"
10"
6"
24"
18"
18"
18"
16"
CART RETURN
AREA
CART
RETURN
AREA
CART RETURN
AREA
C.C.
C.C.
C.C.
C.C.
T.D.
DOUBLE YELLOW LINE
CONC. CURB
CONC. CURB
CONC. CURB
CONC. ISLAND
CONC. WALL
CONC. RETAINING WALL
GRASS AREA
CONC. WALL
MGR
MGR
CONC. WALL
CONC. WALL
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ASPHALT
PAVEMENT
ID SIGN
CONC.
WALL
CONC. CURB
MGR
STOP BAR
DOUBLE YELLOW LINE
C.C.
CONC.
CONC. WHEEL
STOP (TYP.)
C.C.
C.C.
C.C.
VENT
COVERED CONC. WALK
COVERED CONC. WALK
COVERED CONC. WALK
BOLLARD
(TYP.)
COLUMN
(TYP.)
HYD
MC
MC
CONC.
BOLLARD
(TYP.)
BLUE
STRIPING
ASPHALT
PAVEMENT
COLUMN
(TYP.)
COVERED CONC. WALK
L.S.A.
C.C.
CONC.
C.C.
CONC. CURB
CONC. CURB
CONC. CURB
YELLOW
STRIPING
BRICK
PAVER
HYD
CONC. CURB
MGR
RD
VENT
VENT
RD
RD
CONC. WALK
CONC. WALK
COLUMN
BRICK
WALL
CONC. WALK
VENT
FDC
I-BOLLARD
TRANSFORMER
CONC.
(13) GAS
METERS &
MANIFOLD
BOLLARD
(TYP.)
PAVEMENT CUT
TRASH ENCLOSURE
GATE
GATE
8' HIGH
C.L.F.
GATE
ASPHALT
PAVEMENT
(2) MC
MC
BOLLARD
ROW
DIRT
WOODED/OVERGROWN
 AREA
WOODED/OVERGROWN
 AREA
WOODED/OVERGROWN
AREA
1 STORY MASONRY
BUILDING
ASPHALT
PAVEMENT
RD
CONC. CURB
CONC. WALK
METAL STEPS
& LANDING w/
RAILING
RD
CONC.
CONC. STEPS
& LANDING w/
RAILING
CONC. STEPS
& LANDING
CONC. STEPS
& LANDING
CONC. STEPS
& LANDING w/
RAILING
L.D.
MH
RIM 25.00
INV. 18.3
24" PIPE
MH
RIM 24.90
INV. 18.2 (A)
INV. 18.4 (B)
A
B
UP #416B
w/ CONDUIT
CONC.
WALL
UP #416 w/
CONDUIT
MH WCDEF
RIM 29.49
INV. 22.9 (A)
INV. 21.2 (B)
A
B
MH WCDEF
RIM 32.74
INV. 24.3
MH WCDEF
RIM 39.79
INV. 28.7 (A)
INV. 30.5 (B)
INV. 28.9 (C)
A
B
C
INLET
TC 23.93
GRT 23.43
INV. 20.6
10" PIPE
MH SAN
RIM 13.22
BOT. 4.9±
(NPV)
1 STORY MASONRY BUILDING
(VARIOUS STORES)
1 STORY MASONRY BUILDING
"SHOPRITE"
MH SAN
RIM 13.01
(SEALED)
MH SAN
RIM 12.88
(PARKED OVER)
MH SAN
RIM 12.93
(SEALED)
MH SAN
RIM 12.01
(SEALED)
MH SAN
RIM 11.56
(SEALED)
MH SAN
RIM 13.64
(SEALED)
MH SAN
RIM 11.89
(SEALED)
MH SAN
RIM 12.36
(SEALED)
MH SAN
RIM 12.69
(SEALED)
MH
RIM 11.42
(SEALED)
MH
RIM 11.46
(SEALED)
MH
RIM 11.62
(SEALED)
MH SAN
RIM 11.72
(SEALED)
MH SAN
RIM 11.58
(SEALED)
15" PIPE
MH ELEC.
RIM 12.29
MH ELEC.
RIM 6.85
CONC. HEADWALL
INV. 2.5
30"± PIPE
  23.9
  5.1
  5.8
  6.5
  7.7
  9.0
  8.5
  10.0
  10.9
  10.5
  11.0
  11.0
  11.0
  11.1
  11.2
  11.8
  13.5
  13.8
  14.2
  14.4
  15.4
  9.6
  10.5
  11.2
  11.5
  12.5
  13.7
  15.3
  18.7
  25.2
  27.0
  26.5
  4.3
  4.4
  4.3
  5.0
  6.4
  7.0
  8.5
  9.9
  11.8
  5.5
  4.5
  4.4
  4.2
  4.1
  5.1
  5.8
  5.8
  5.1
  5.9
  6.6
  6.5
  6.3
  6.1
  6.1
  6.1
  6.8
  7.2
  8.7
  8.9
  10.3
  27.6
  27.8
  30.2
  31.9
  33.1
  34.5
  36.1
  37.9
  39.3
  38.8
  10.9
  13.1
  13.3
  12.9
  24.0
  25.8
  24.80
  10.15
  8.16
  7.79
  7.71
  7.57
  7.54
  7.69
  7.89
  7.94
  7.93
  7.90
  7.76
  7.96
  8.26
  7.83
  7.92
  8.21
  8.52
  7.90
  8.60
 DS12.06
  8.81
  11.27
 DS 11.92
  8.87
  DS 12.90
  8.97
 DS 12.89
 DS 12.90
 DS 12.87
  9.79
 DS 12.84
  9.03
  8.53
  8.31
  8.65
  9.07
 DS 12.88
  9.96
  10.10
  9.31
  9.83
  10.75
  10.45
  10.59
  10.91
  11.42
  11.74
  11.94
  12.06
  12.13
  12.24
  14.88
  14.89
  14.92
  15.00
 DS 11.87
  12.83
 DS 12.91  DS 13.01
  13.03
  12.34
  12.45
 DS 12.99  DS 13.02
  13.50
 DS 13.55
  DS 13.97
 DS 13.99
  DS 13.99
 DS 14.06
  13.97
  13.96
 DS 14.03
  16.94
  16.77
  17.22
  17.07
  19.07
  19.17
  19.43
  19.38
  20.12
  23.06
  22.42
  22.11
  22.03
  22.18
  23.22
  17.68
  27.08
  26.63
  26.43
  26.46
  26.44
  26.26
  25.92
  25.38
  25.36
  24.68
  25.18
  25.65
  25.78
  26.03
  26.67
  22.17
  22.23
  19.30
  19.03
  16.09
  16.28
  14.98
  14.68
  14.51
  14.87
  15.90
  18.93
  18.92
  22.31
  22.27
  24.02
  22.28
  22.25
  18.91
  18.98
  16.51
  14.53
  14.13
  14.07
  14.15
  14.22
  14.35
  13.92
  15.18
  13.87
  13.78
 DS 14.11
  13.76
 DS 14.06
  13.53   13.47  13.26
 DS 13.94
 DS 13.85
  13.16
 DS 13.96
  12.91   12.83
 DS 13.52
 DS 12.92
  10.95
  10.45
  10.54
  10.92
  12.53
  11.00
  12.22
  11.82
  12.70
  12.71
  13.37
  14.07
  13.13
  13.66
  15.58
  14.85
  16.56
  17.09
  BC18.90
  BC20.00
  BC20.00
  BC22.35
  BC22.32
  BC21.55
  BC24.88
  BC24.86
  BC23.93
  BC23.30
  BC24.46
  BC24.84
  BC26.10
  BC25.59
  BC24.94
  BC23.42
  BC19.54
  BC18.57
  BC15.00
  BC16.50
  BC13.41
  BC15.03
  BC16.57
  BC6.64
  BC6.71
  BC6.99
  BC7.14
  BC7.21
  BC9.09
  BC9.12
  BC9.33   BC9.46
  BC8.29
  BC9.03
  BC9.33
  BC9.83
  BC13.48
  BC14.34
  BC14.09
  BC13.23
  BC11.96
  BC11.85
  BC12.19
  BC12.78
  BC12.81
  BC12.89
  BC13.52
  BC13.71
  BC12.87
  BC18.42
  BC18.33
  BC19.21
  BC23.48
  BC23.98
  BC23.74
  BC28.08
  BC30.19
  BC31.94
  BC33.38
  BC34.97
  BC36.40
  BC37.95
  BC27.31
  BC27.30
  BC27.18
  BC27.08
  BC26.98
  BC26.80
  BC26.44
  BC25.70
  BC15.24
  BC14.45
  BC14.96
  BC15.25
  BC13.75
  BC13.93
  BC14.24
  BC13.37
  BC13.22
  BC13.17
  BC13.07
  BC13.00
  BC12.72
  BC12.32
  BC11.73
  BC10.19
  BC11.92
  BC12.16
  BC11.54
  BC11.87
  BC12.75
  BC13.29
  BC14.34
  BC15.40
  BC16.06  BC16.52
  BC18.24
  BC18.73
  BC21.23
  BC27.86
  BC30.23
  BC34.16
  BC40.48
  BC42.80
  TC19.34
  TC20.62
  TC20.77
  TC22.91
  TC22.92
  TC21.98
  TC25.41
  TC25.43
  TC23.79
  TC25.36
  TC26.61
  TC23.98
  TC20.07
  TC19.06
  TC15.47
  TC17.04
  TC13.85
  TC15.47
  TC17.02
  TC7.03
  TC7.26
  TC7.46
  TC7.71
  TC7.77
  TC9.59
  TC9.80
  TC9.78
  TC10.00
  TC8.92
  TC9.72
  TC9.92
  TC10.25
  TC14.02
  TC14.82
  TC14.54
  TC13.87
  TC12.49
  TC12.12
  TC12.18
  TC12.83
  TC12.80
  TC12.99
  TC13.85
  TC13.18
  TC18.92
  TC18.82
  TC19.68
  TC24.06
  TC24.43
  TC24.24
  TC28.67
  TC30.78
  TC32.50
  TC33.91
  TC35.49
  TC36.91
  TC38.54
  TC28.13
  TC27.88
  TC27.79
  TC27.68
  TC27.56
  TC27.31
  TC27.06
  TC26.24
  TC15.73
  TC15.30
  TC14.98
  TC15.75
  TC14.12
  TC14.37
  TC14.40
  TC13.80  TC13.69
  TC13.64
  TC13.56
  TC13.42
  TC13.16
  TC12.91
  TC12.15
  TC10.81
  TC12.55
  TC12.69
  TC12.49
  TC13.37
  TC14.95
  TC16.03
  TC16.49
  TC19.57
  TC21.08
  TC28.25
  TC34.69
  TC41.07
  TC43.25
  BW27.33
  BW27.05
  BW38.86
  BW39.55
  BW38.72
  BW34.37
  BW30.51
  BW24.21
  BW18.30
  BW16.78
  BW19.46
  BW22.33
  BW25.41
  BW27.61
  BW28.42
  BW28.68
  BW27.59
  BW15.28
  BW14.12
  TW36.76
  TW35.40
  TW27.74
  TW27.64
  TW39.46
  TW39.90
  TW39.01
  TW34.68
  TW30.80
  TW24.57
  TW19.89
  TW15.45
  12.31
  27.1
  BC16.17
FF 11.95
FF 11.96
  8.40
  8.29
L.D. 11.92
CONCRETE ROADWAY
ASPHALT ROADWAY
E.O.P.
N49°32'45"E
537.91'
N22°37'50"W
393.97'
N46°18'32"W
53.13'
S29°04'00"E
219.14'
S41°30'30"E
153.78'
S55°04'10"E
61.34'
S29°04'00"E
171.00'
N46°18'32"W
131.69'
S49°32'45"W
423.91'
S62°40'50"W
161.21'
SOUTH RIVERSIDE AVENUE
U.S. ROUTE 9 EXPRESSWAY
P.O.B.
AREA LIGHT
HEIGHT 23'±
AREA LIGHT
HEIGHT 22'±
POST
24" PIPE
P.O.B.
RD
RD
RD
BOLLARD
(TYP.)
AREA LIGHT
HEIGHT 23'±
AREA LIGHT
HEIGHT 22'±
15" PIPE
T.D.
GRT 13.36
INV. 11.3
I
T
G
MH TELE.
RIM 24.57
MH TELE.
RIM 37.98
E.O.P.
SOLID WHITE LINE
DOUBLE YELLOW LINE
E.O.P./SOLID WHITE LINE
ASPHALT
ASPHALT
MH CONED
RIM 27.45
DOUBLE YELLOW LINE
E.O.P./SOLID WHITE LINE
ASPHALT
DOUBLE YELLOW LINE
  24.67
  24.40
  24.55
  24.97
  25.23
  25.37
  25.85
  26.05
  26.67
  26.68
  26.33
  27.87
  28.81
  28.11
  28.90
  29.67
  30.07
  29.30
  28.50
  31.42
  30.81
  33.56
  32.45
  34.99
  33.81
  36.55
  35.48
  37.98
  37.38
  36.80
  39.64
  38.44
  39.69
  40.69
  41.05
  42.40
  41.97
  41.24
  40.00
  43.42
  44.09
 
APPROX. LOCATION
STONE UNDER DRAIN AREA
24"± PIPE TO BE FILLED PER REF. 8
MH
RIM 26.51
INV 22.9
SANITARY FORCE MAIN
MH ELEC.
RIM27.28
TRANS.
ON CONC.
E.O.P.
E.O.P.
E.O.P.
7.2
CONC. HEADWALL
  4.0
4.6
5.8
18.3
  4.4
  4.2
  4.5
  4.7
15.5
16.5
11.1
11.0
6.0
5.6
4.7
BW 5.2
BW 5.9
36.3
35.7
35.2
33.5
32.9
31.8
29.4
26.9
24.5
23.0
21.8
20.6
20.3
17.6
16.7
15.6
14.3
13.7
12.5
23 24 25
9.5
36" PIPE 
2.5
ZONE: C-2
USE: VACANT LOT
ZONE: C-2
USE: RETAIL
EXISTING TRANSFORMER
TO REMAIN
CONTRACTOR TO REROUTE
ELECTRICAL SERVICE BETWEEN
EXISTING ELECTRICAL MANHOLE
AND TRANSFORMER
CONTRACTOR TO
RELOCATE ELECTRICAL
SERVICE CONNECTION
(EXACT LOCATION TBD)
CONTRACTOR TO LOCATE EXISTING WATER
SERVICES BEFORE START OF CONSTRUCTION
AND INFORM ENGINEER OF RECORD
B-8
UTILITY CROSSING NOTE
CONTRACTOR SHALL VERTICALLY REROUTE ALL
UTILITIES TO ACCOMMODATE PROPOSED
DRAINAGE PIPES AND STRUCTURES (18" MIN.
BETWEEN UNDERGROUND UTILITIES AND
STORM WATER STRUCTURES/PIPES).
SEE UTILITY CROSSING
NOTE (TYP.)
CONTRACTOR SHALL RELOCATE
ELECTRICAL MANHOLE AS
NECESSARY TO ACCOMODATE
DRAINAGE STRUCTURE AND
PIPES (SEE UTILITY CROSSING
NOTE - THIS SHEET)
SEE UTILITY CROSSING
NOTE (TYP.)
CONTRACTOR TO RELOCATE
EXISTING DATA SERVICE
SEE UTILITY CROSSING
NOTE (TYP.)
SEE UTILITY CROSSING
NOTE (TYP.)
SEE UTILITY CROSSING
NOTE (TYP.)
1. All proposed and existing utility locations, points of entry, and sizes are schematic
only and are based upon information available at the time of plan preparation. The
actual lengths, sizes, and locations of cables, pipes, conduits, valves, meters, etc.
are subject to change based on utility company requirement. Contractor shall
verify the requirements and scope of responsibility of each utility company and
coordinate the installation of all utilities prior to commencement of construction.
2. Contractor to furnish and install all underground conduits and/or piping for all new
utility services (gas, water, electric, telephone/catv) in accordance with utility
company standards.
3. All utilities, conduits and associated appurtenances shall be furnished and
installed by the contractor in accordance with the utility company specifications,
as well as all other appropriate governing agencies.
UTILITY PLAN NOTES
UTILITY PLAN KEYNOTES
VICINITY MAP
1" = 500'
C4.0
UTILITY PLAN
1 inch = 40   feet
DRAWING SCALE
Fire Department Siamese Connection
Utility Meter
Electric Transformer
Underground Cable Conduit
Underground Electric Service
NOTE
ITEM
1.
This Drawing is copyrighted and protected under the Laws of the United States of America.  Any unauthorized use of reproduction of this document without written consent of Lauro  Group, Inc. is an infringement upon Copyright Laws.  Violators will be subject to prosecution by the full extent of the Law.
2.
The Client may make and retain copies of this document for information and reference in connection with this specific project.  This document is not intended or represented to be suitable for reuse by Client or others for any modifications of the project or on any other project.  Any such reuse or modification without written permission, verification or further due diligence and adaptation by Engineer of Record as appropriate for the specific purpose
intended will be at Client's sole risk and without liability or legal exposure to Engineer of Record or Lauro Group, Inc.  Client shall indemnify and hold harmless Engineer of Record and Lauro Group, Inc. from any and all claims, damages, losses and expenses, including attorney fees arising out of or resulting therefrom.
3.
The Education Law of the State of New York prohibits any person altering anything on these drawings and/or the  accompanying specifications, unless it is under the direction of a licensed Professional Engineer. Where such alterations are made, the Professional Engineer must sign, seal, date and describe the full extent of the alteration on the drawings and/or in   the specifications. (NYS Education Law Section 7209-2)
Know what'sbelow.
before you dig.
Call
R
1-800-272-4480
460 S. RIVERSIDE AVENUE
VILLAGE OF CROTON-ON-HUDSON,
WESTCHESTER COUNTY, NY  10520
W.C.T.M. #:  Section 79.17, Block 2, Lot 2
SHOPRITE No. 202
SHEET
One Suffolk Square  1601 Veterans Memorial Hwy  Suite 330  Islandia, NY 11749
T 631.656.3222   F 631.750.8050        Project #: LG13-0349
Revision
Date
No.
Drawn by:  LB/TG    Drawing #: LG13-0349-CP-4c  Date: 7/2/13
3/6/15
2/11/16
3/18/16
Rev. Site Plan
Rev. per Meeting with Planning Board
Village Site Plan Review Submission
10/12/15
Rev. Building Footprint
12/16/15
Rev. Final Coordination
Daniel Peveraro
DSP ENGINEERING, PLLC
 Professional Engineer
New York License No. 089025
Item
Building
Sawcut Line
Property Line
Hydrant
Dep. Curb
Curb
Area Light
Utility Pole
Guy Wire
Sign
Overhead Wires
Manhole Cover
Inlet(s)
Fence
Bollard
Shrub(s)
Keynote
Catch Basin
U/G Electric Service
U/G Gas Service
U/G Water Service
U/G POS Service
Drainage Line
Stomwater Leaching
Structure
Contour Line
Ridge Line
Swale Line
LEGEND
Existing
Proposed

24" PIPE
A
B
A
B
A
B
C
10" PIPE
15" PIPE
30"± PIPE
N49°32'45"E
537.91'
N22°37'50"W
393.97'
N46°18'32"W
53.13'
S29°04'00"E
219.14'
S41°30'30"E
153.78'
S55°04'10"E
61.34'
S29°04'00"E
171.00'
N46°18'32"W
131.69'
S49°32'45"W
423.91'
S62°40'50"W
161.21'
SOUTH RIVERSIDE AVENUE
U.S. ROUTE 9 EXPRESSWAY
P.O.B.
24" PIPE
P.O.B.
15" PIPE
24"± PIPE TO BE FILLED PER REF. 8
36" PIPE 
EXISTING
SHOPRITE
(46,590 SF)
(RETAIL USE)
RETAIL
(25,608 SF)
TO REMAIN
ZONE: C-2
USE: VACANT LOT
PROPOSED VESTIBULE
(1,380 SF)
11.5'
ZONE: C-2
USE: RETAIL
EXISTING LIGHTING TO REMAIN
119.8'
PROPOSED
MEZZANINE
(3,519 SF)
EXPANSION
(4,777 SF)
EXPANSION
(7,040 SF)
(RETAIL USE)
PROPOSED CELLAR
 (740 SF)
(FREEZER)
EXISTING BUILDING =         46,590 SF
PROP. VESTIBULE =               1,380 SF
PROP. MEZZANINE =
          3,519 SF
PROP. BOTTLE RETURN =         310 SF
PROP. ADDITIONS =             11,920 SF
PROP. TOTAL = 
        63,719 SF
37'
20'
A-1
D
D
D
D
D
B
B
B
C
C
C
A-1
A-1
A-1
A-1
A-1
A-2
A-2
A-2
D
D
D
A-1
A-1
D
D
D
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.5
2.1
2.7
0.7
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.5
3.1
9.8
11.0
4.8
0.8
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.2
1.0
3.5
5.5
5.7
4.3
1.5
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.4
1.0
2.1
2.8
2.9
2.4
1.3
0.5
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.4
0.8
1.2
1.5
1.6
1.4
1.0
0.5
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.2
0.2
0.3
0.3
0.4
0.6
0.8
1.0
1.0
1.0
0.9
0.7
0.5
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.1
0.2
0.3
0.4
0.5
0.5
0.5
0.5
0.5
0.6
0.7
0.8
0.9
1.2
1.6
1.5
1.1
0.9
0.5
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.1
0.3
0.8
0.9
0.9
1.1
1.4
1.4
1.0
0.8
0.8
0.9
1.1
1.3
2.1
4.1
4.3
1.7
2.5
1.4
0.5
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.1
0.3
1.8
2.6
2.1
1.7
2.2
4.2
4.2
2.5
1.5
1.5
2.1
2.5
2.9
3.2
6.1
0.0
6.5
2.9
0.9
0.4
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.2
1.3
7.7
5.6
3.4
2.9
3.8
7.1
10.1
5.7
2.6
3.1
5.8
7.0
4.2
2.2
1.0
0.8
0.7
0.4
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.1
0.2
1.1
7.9
19.1
8.4
4.7
5.4
5.6
6.5
3.4
3.7
1.5
2.6
2.2
0.9
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.1
0.6
3.9
9.7
16.3
10.9
5.7
7.1
7.9
4.5
6.2
4.7
1.4
0.6
0.4
0.3
0.2
0.1
0.1
0.1
0.0
0.0
0.2
1.0
3.1
4.7
5.6
5.9
4.1
3.0
1.3
1.0
1.0
0.7
0.4
0.3
0.2
0.1
0.1
0.1
0.0
0.9
1.8
2.3
2.5
2.5
2.2
1.1
0.6
1.2
2.5
3.3
1.7
0.8
0.5
0.5
0.5
0.3
0.1
0.1
0.0
0.0
1.0
1.3
1.5
1.7
1.6
1.1
0.6
6.7
2.7
1.1
1.0
1.4
1.9
1.7
0.4
0.1
0.1
0.0
0.0
0.8
1.2
2.1
3.4
2.3
1.8
1.1
1.3
2.2
4.2
7.3
3.1
0.5
0.2
0.1
0.1
0.0
1.1
3.0
6.9
0.9
1.4
2.5
5.0
13.3
16.2
4.8
0.9
0.2
0.1
0.1
0.0
1.9
1.3
2.4
6.0
14.7
13.3
7.2
2.6
0.7
0.2
0.1
0.1
0.0
0.0
2.1
4.6
6.8
5.3
4.2
2.7
1.4
0.7
0.3
0.1
0.1
0.0
0.0
2.5
2.9
2.8
2.6
2.4
2.2
2.3
1.6
0.4
0.1
0.1
0.1
0.0
1.5
1.7
1.9
2.0
2.2
2.9
4.9
7.4
2.3
0.4
0.2
0.1
0.1
0.0
1.1
1.2
1.4
1.5
1.7
2.1
3.1
5.9
15.1
14.0
3.6
0.6
0.2
0.1
0.1
0.0
0.0
1.1
1.3
1.5
1.5
1.5
1.6
2.0
3.1
7.2
16.0
12.2
6.6
2.0
0.4
0.1
0.1
0.1
0.0
0.0
1.3
1.8
2.1
2.3
2.2
1.9
1.7
1.8
2.8
5.3
6.9
5.0
3.8
2.0
0.8
0.3
0.1
0.1
0.1
0.0
0.0
2.2
3.4
4.6
4.7
3.9
2.8
2.0
1.7
2.0
2.8
2.9
2.6
2.1
1.5
0.7
0.4
0.2
0.1
0.1
0.1
0.0
0.0
0.0
2.0
3.8
7.1
11.1
11.7
8.2
4.5
2.6
1.7
1.5
1.6
1.6
1.5
1.3
1.0
0.6
0.4
0.3
0.2
0.2
0.2
0.1
0.0
0.0
0.0
1.3
2.6
5.8
13.5
25.4
27.2
15.8
6.9
3.2
1.8
1.4
1.2
1.1
1.0
0.9
0.8
0.6
0.5
0.5
1.0
2.0
1.2
0.3
0.1
0.1
0.0
0.0
0.0
0.8
1.4
2.8
6.8
17.3
36.5
39.7
20.8
8.3
3.5
1.8
1.3
1.0
0.9
0.9
0.8
0.7
0.6
0.8
1.5
4.0
9.0
11.7
2.4
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.5
0.8
1.3
2.5
5.7
13.4
25.2
26.9
15.7
6.9
3.2
1.7
1.2
1.0
0.9
0.9
0.8
0.8
0.8
1.1
2.0
3.7
5.7
7.7
4.2
0.5
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.4
0.5
0.7
1.1
2.0
3.7
7.1
11.1
11.5
8.1
4.4
2.5
1.5
1.2
1.1
1.2
1.2
1.1
1.1
1.0
1.2
1.7
2.4
3.2
3.9
2.5
0.6
0.2
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.4
0.5
0.5
0.7
0.9
1.4
2.3
3.5
4.4
4.7
3.7
2.6
1.7
1.3
1.3
1.5
1.7
1.8
1.8
1.6
1.4
1.3
1.4
1.6
1.9
2.0
1.4
0.6
0.2
0.3
0.5
1.0
1.2
0.4
0.1
0.0
0.0
0.6
0.6
0.7
0.7
0.8
1.0
1.4
1.9
2.1
2.1
1.9
1.6
1.3
1.3
1.6
2.3
3.1
3.7
3.5
2.8
2.0
1.5
1.2
1.2
1.2
1.2
0.8
0.5
0.4
0.7
1.9
5.7
11.1
6.4
0.5
0.1
0.0
0.0
0.9
1.0
0.9
0.9
0.8
0.9
0.9
1.1
1.2
1.3
1.2
1.1
1.2
1.5
2.4
4.0
6.6
8.7
8.2
5.4
3.1
1.9
1.3
1.0
0.9
0.8
0.6
0.5
0.6
1.2
2.6
4.8
7.3
7.9
1.6
0.2
0.1
0.0
0.0
0.0
1.2
1.5
1.7
1.6
1.4
1.1
0.9
0.8
0.8
0.8
0.9
0.9
0.9
1.1
1.8
3.3
6.8
14.2
21.7
19.1
10.4
4.7
2.4
1.4
1.0
0.8
0.7
0.6
0.6
0.7
1.1
1.9
2.8
3.8
4.0
1.5
0.2
0.1
0.0
0.0
0.0
0.0
2.2
3.0
3.5
3.3
2.6
1.8
1.2
0.9
0.7
0.7
0.7
0.7
0.9
1.2
1.9
3.8
9.2
22.4
39.5
32.8
15.0
6.1
2.7
1.5
1.1
0.8
0.7
0.6
0.6
0.7
0.9
1.3
1.7
2.0
1.9
0.9
0.2
0.1
0.0
0.0
0.0
0.0
2.3
4.0
6.7
8.3
7.5
4.8
2.8
1.7
1.1
0.8
0.7
0.6
0.7
0.8
1.1
1.8
3.6
8.5
20.1
34.1
28.8
13.9
5.7
2.6
1.5
1.0
0.8
0.8
0.7
0.7
0.7
0.8
0.9
1.1
1.1
1.0
0.6
0.2
0.1
0.1
0.0
0.0
1.7
3.4
7.4
14.4
20.1
16.7
9.1
4.2
2.1
1.2
0.9
0.7
0.6
0.6
0.7
1.0
1.6
2.9
5.6
11.1
15.9
14.1
8.4
4.2
2.3
1.4
1.0
1.0
1.0
1.0
0.9
0.8
0.8
0.8
0.8
0.7
0.6
0.4
0.2
0.1
0.1
0.0
0.0
1.0
1.9
4.1
10.1
23.3
36.4
28.1
12.9
5.5
2.4
1.4
0.9
0.7
0.6
0.6
0.7
0.9
1.2
2.0
3.3
5.0
6.3
5.9
4.2
2.7
1.7
1.3
1.2
1.3
1.4
1.5
1.3
1.1
0.9
0.7
0.6
0.5
0.4
0.3
0.2
0.1
0.1
0.0
0.7
1.0
1.8
4.1
9.6
21.7
33.2
25.9
12.4
5.2
2.4
1.4
0.9
0.8
0.7
0.7
0.7
0.8
1.0
1.3
1.9
2.5
2.8
2.6
2.2
1.7
1.3
1.3
1.6
2.1
2.6
2.8
2.5
1.9
1.3
0.9
0.6
0.5
0.3
0.2
0.2
0.1
0.1
0.0
0.1
0.1
0.5
0.6
0.9
1.6
3.1
6.4
12.2
16.5
13.8
8.0
3.9
2.1
1.3
0.9
0.8
0.8
0.9
0.8
0.8
0.9
1.0
1.2
1.4
1.5
1.5
1.3
1.2
1.2
1.6
2.5
3.9
5.6
6.5
5.3
3.5
2.0
1.2
0.7
0.5
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.4
0.5
0.6
0.8
1.3
2.1
3.6
5.5
6.8
6.0
4.1
2.6
1.6
1.1
1.0
1.0
1.1
1.2
1.2
1.1
1.0
0.9
0.9
0.9
1.0
1.0
1.0
1.0
1.3
2.0
3.7
7.4
13.3
16.3
12.2
6.3
3.1
1.6
0.9
0.5
0.3
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.5
0.6
0.6
0.6
0.6
0.7
1.0
1.4
2.0
2.7
2.9
2.7
2.2
1.6
1.2
1.1
1.1
1.5
1.7
1.9
2.0
1.8
1.4
1.1
0.9
0.8
0.8
0.8
0.8
1.0
1.3
2.3
4.9
12.0
26.2
35.2
22.9
9.8
4.0
1.8
1.0
0.6
0.4
12.5
0.3
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.6
0.7
0.9
1.0
0.9
0.8
0.8
0.8
1.0
1.2
1.4
1.5
1.5
1.3
1.1
1.0
1.2
1.6
2.3
3.3
4.1
4.0
3.2
2.3
1.5
1.0
0.8
0.7
0.7
0.8
0.9
1.3
2.3
5.2
12.7
29.4
40.2
25.5
10.6
4.2
1.9
1.0
0.6
0.6
1.5
0.2
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.6
0.9
1.3
1.6
1.7
1.6
1.3
1.0
0.8
0.8
0.8
0.9
1.0
1.0
0.9
0.9
1.0
1.4
2.3
3.9
6.8
9.5
9.5
6.5
3.7
2.1
1.3
0.9
0.7
0.6
0.7
0.8
1.2
2.0
4.0
9.0
17.3
21.7
15.5
7.6
3.4
1.7
0.9
0.5
7.1
0.3
0.2
0.1
0.1
0.1
0.2
0.2
0.3
0.6
1.0
1.6
2.6
3.3
3.6
3.2
2.3
1.5
1.0
0.8
0.7
0.7
0.7
0.7
0.7
0.8
1.0
1.6
3.0
6.2
13.3
21.9
21.5
12.6
5.8
2.8
1.5
1.0
0.8
0.6
0.7
0.7
1.0
1.6
2.7
4.8
7.6
8.6
6.9
4.1
2.3
1.2
0.7
0.8
2.0
0.2
0.1
0.0
0.1
0.1
0.1
0.2
0.3
0.4
0.8
1.5
2.9
5.1
8.1
9.1
6.9
4.1
2.3
1.3
0.9
0.7
0.6
0.6
0.6
0.7
0.8
1.1
1.7
3.4
7.9
18.9
35.4
34.2
17.5
7.3
3.2
1.6
1.1
0.8
0.7
0.7
0.7
0.8
1.1
1.7
2.5
3.3
3.5
3.0
2.2
1.4
0.8
0.5
1.9
0.3
0.2
0.0
0.1
0.1
0.1
0.2
0.3
0.5
1.0
2.1
4.4
10.1
19.1
22.5
14.9
7.0
3.2
1.6
1.0
0.7
0.6
0.5
0.6
0.6
0.8
1.1
1.6
3.1
7.0
16.1
28.5
27.7
15.2
6.7
3.0
1.6
1.0
0.8
0.8
0.7
0.7
0.8
0.9
1.1
1.4
1.6
1.6
1.5
1.2
0.8
0.5
2.0
2.0
0.2
0.1
0.1
0.1
0.1
0.2
0.4
0.6
1.2
2.3
5.6
14.4
32.1
40.2
23.3
9.5
3.9
1.8
1.1
0.8
0.6
0.6
0.6
0.6
0.7
0.9
1.4
2.5
4.7
9.1
13.6
13.2
8.7
4.5
2.5
1.5
1.0
0.9
0.9
1.0
0.9
0.9
0.8
0.8
0.9
0.9
1.0
0.9
0.7
0.5
0.4
0.5
0.3
0.2
0.1
0.2
0.4
0.6
1.1
2.2
5.2
12.8
27.3
33.6
20.4
8.8
3.7
1.8
1.1
0.8
0.7
0.7
0.7
0.7
0.7
0.8
1.1
1.8
2.8
4.4
5.6
5.6
4.2
2.7
1.8
1.3
1.1
1.2
1.3
1.4
1.4
1.3
1.1
0.9
0.7
0.7
0.7
0.6
0.5
0.4
2.7
1.2
0.2
0.1
0.2
0.3
0.5
0.9
1.8
3.7
7.7
13.4
15.2
10.9
5.6
2.9
1.6
1.1
0.9
0.8
0.9
0.9
0.8
0.8
0.8
0.9
1.2
1.7
2.3
2.6
2.5
2.2
1.7
1.3
1.2
1.3
1.7
2.2
2.6
2.6
2.3
1.6
1.1
0.8
0.6
0.5
0.4
0.4
0.3
0.7
0.3
0.1
0.3
0.4
0.7
1.3
2.3
3.8
5.4
6.1
4.7
3.1
2.0
1.3
1.0
1.0
1.2
1.3
1.4
1.2
1.1
0.9
0.8
0.9
1.1
1.3
1.4
1.4
1.3
1.1
1.1
1.3
1.8
2.8
4.4
6.0
5.9
4.4
2.8
1.6
1.0
0.6
0.5
0.4
0.3
0.7
1.6
0.2
0.1
0.3
0.5
0.8
1.3
1.9
2.4
2.5
2.3
1.8
1.3
1.1
1.1
1.5
1.9
2.3
2.4
2.2
1.7
1.2
0.9
0.8
0.8
0.9
0.9
1.0
0.9
0.9
1.0
1.4
2.5
4.7
9.4
14.7
14.7
9.4
4.6
2.3
1.2
0.7
0.5
0.3
0.3
0.7
0.3
0.1
0.3
0.5
0.7
1.0
1.2
1.3
1.3
1.1
1.0
1.1
1.5
2.3
3.6
5.0
5.5
4.5
3.0
1.9
1.2
0.9
0.7
0.7
0.7
0.7
0.7
0.8
1.0
1.6
3.0
6.9
16.6
31.4
31.4
16.4
6.7
2.8
1.4
0.8
0.5
0.3
1.2
0.7
0.2
0.1
0.3
0.4
0.6
0.7
0.8
0.8
0.8
0.9
1.2
2.0
3.7
7.1
12.0
13.8
10.2
5.3
2.8
1.5
1.0
0.7
0.6
0.6
0.6
0.6
0.8
1.0
1.6
3.1
7.4
18.5
36.9
36.9
18.4
7.3
3.0
1.4
0.8
0.5
0.4
1.6
0.3
0.1
0.4
0.5
0.6
0.6
0.7
0.9
1.3
2.4
5.1
12.4
25.5
31.4
19.7
8.6
3.6
1.8
1.1
0.8
0.6
0.6
0.6
0.6
0.7
0.9
1.4
2.6
5.6
12.3
21.0
20.9
12.2
5.5
2.6
1.3
0.7
0.4
10.7
0.4
0.2
0.1
0.4
0.5
0.5
0.7
0.9
1.4
2.5
5.8
14.3
32.5
41.3
24.2
9.8
4.0
1.9
1.2
0.8
0.7
0.6
0.6
0.6
0.7
0.8
1.2
2.0
3.4
6.0
8.7
8.5
5.9
3.4
1.8
1.0
0.6
0.5
2.3
0.2
0.1
0.4
0.5
0.6
0.8
1.2
2.2
4.6
10.6
20.7
24.8
16.3
7.7
3.5
1.8
1.1
0.8
0.8
0.8
0.8
0.7
0.7
0.7
0.9
1.3
2.0
2.9
3.5
3.5
2.8
1.9
1.1
0.7
0.4
3.4
0.3
0.2
0.1
0.5
0.5
0.6
0.7
1.0
1.8
3.1
5.6
9.2
10.1
7.7
4.5
2.5
1.5
1.1
0.9
1.0
1.1
1.1
0.9
0.9
0.8
0.8
0.9
1.2
1.5
1.7
1.6
1.4
1.0
0.7
0.5
0.7
3.3
0.2
0.1
0.5
0.6
0.6
0.6
0.7
0.9
1.2
1.9
2.9
3.8
4.1
3.4
2.5
1.7
1.2
1.1
1.2
1.4
1.6
1.7
1.6
1.3
1.0
0.8
0.8
0.8
0.9
0.9
0.9
0.8
0.6
0.4
0.4
1.1
0.3
0.2
0.1
0.6
0.8
0.9
0.9
0.9
0.8
0.8
0.9
1.2
1.6
1.9
1.9
1.8
1.5
1.2
1.1
1.3
1.8
2.5
3.1
3.4
3.0
2.2
1.5
1.0
0.7
0.6
0.6
0.6
0.6
0.5
0.4
0.3
2.1
2.1
0.2
0.1
0.7
1.1
1.4
1.6
1.6
1.4
1.1
0.9
0.8
0.8
1.0
1.1
1.2
1.1
1.0
1.0
1.2
1.7
2.8
4.6
6.9
7.9
6.4
4.0
2.3
1.4
0.8
0.6
0.5
0.4
0.4
0.3
0.3
0.3
0.5
0.2
0.1
0.1
0.7
1.2
2.0
2.8
3.3
3.1
2.5
1.7
1.1
0.8
0.7
0.7
0.8
0.8
0.8
0.8
0.9
1.3
2.2
4.2
8.8
15.8
19.1
13.8
7.1
3.3
1.7
1.0
0.6
0.5
0.4
0.3
0.2
0.2
1.8
1.9
0.2
0.1
0.6
1.1
2.1
3.7
6.1
8.0
7.3
4.8
2.8
1.6
1.0
0.7
0.7
0.6
0.6
0.6
0.7
0.9
1.4
2.5
5.3
12.8
27.6
35.6
22.9
10.0
4.2
1.9
1.1
0.7
0.4
0.3
0.2
0.2
0.2
0.5
0.3
0.1
0.1
0.4
0.7
1.5
3.0
6.6
13.7
20.3
17.4
9.4
4.3
2.1
1.2
0.8
0.6
0.6
0.6
0.6
0.7
0.9
1.3
2.3
5.3
12.5
26.6
34.2
22.3
9.9
4.0
1.9
1.0
0.6
0.4
0.3
0.2
0.2
1.0
0.7
0.1
0.1
0.3
0.5
0.9
1.7
3.7
9.4
22.8
38.9
31.0
14.0
5.7
2.4
1.4
0.9
0.7
0.6
0.6
0.6
0.7
0.8
1.2
2.0
3.9
8.2
14.6
17.4
12.8
6.6
3.2
1.7
0.9
0.5
0.3
0.2
0.2
0.4
0.8
0.2
0.1
0.1
0.3
0.5
0.9
1.6
3.6
8.9
21.4
35.8
28.9
13.4
5.4
2.5
1.3
0.9
0.7
0.7
0.7
0.6
0.7
0.8
1.0
1.6
2.6
4.3
6.4
7.1
5.7
3.6
2.1
1.2
0.7
0.4
0.3
0.2
0.3
9.1
0.2
0.1
0.1
0.2
0.3
0.4
0.7
1.4
2.8
5.9
11.9
17.0
14.7
8.4
4.0
2.1
1.2
0.9
0.8
0.9
0.9
0.8
0.8
0.8
0.8
1.1
1.6
2.3
2.8
3.0
2.6
2.0
1.3
0.8
0.5
0.3
0.2
0.2
0.5
0.4
0.1
0.1
0.1
0.2
0.2
0.3
0.6
1.0
1.9
3.3
5.3
6.7
6.1
4.2
2.6
1.6
1.1
1.0
1.1
1.2
1.3
1.2
1.1
0.9
0.8
0.8
1.0
1.3
1.5
1.5
1.3
1.1
0.8
0.5
0.4
0.3
0.2
5.1
0.5
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.6
1.1
1.8
2.4
2.8
2.6
2.2
1.6
1.2
1.1
1.3
1.7
2.1
2.3
2.2
1.8
1.3
0.9
0.8
0.7
0.8
0.8
0.9
0.8
0.6
0.5
0.3
0.3
0.2
0.7
0.4
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.6
0.9
1.2
1.4
1.4
1.2
1.1
1.0
1.3
1.9
2.9
4.2
5.3
4.7
3.4
2.1
1.3
0.9
0.7
0.6
0.6
0.6
0.5
0.4
0.3
0.3
0.2
1.7
3.4
0.2
0.1
0.1
0.1
0.2
0.2
0.3
0.4
0.5
0.7
0.8
0.8
0.8
0.8
1.0
1.6
2.8
5.3
9.9
13.1
11.4
6.5
3.4
1.8
1.0
0.7
0.5
0.4
0.4
0.3
0.3
0.2
0.2
0.5
0.4
0.2
0.1
0.1
0.1
0.0
0.2
0.2
0.3
0.3
0.4
0.5
0.5
0.6
0.7
1.0
1.8
3.7
8.9
19.7
30.5
24.1
11.5
4.8
2.1
1.2
0.7
0.5
0.4
0.3
0.2
0.2
0.2
0.2
12.2
0.3
0.1
0.1
0.1
0.0
0.2
0.2
0.2
0.3
0.3
0.4
0.5
0.7
1.1
1.8
4.1
10.2
25.0
41.7
31.7
13.8
5.5
2.3
1.2
0.7
0.5
0.3
0.2
0.2
0.2
0.2
0.7
0.2
0.1
0.1
0.1
0.0
0.0
0.2
0.2
0.3
0.3
0.4
0.6
0.9
1.6
3.4
7.9
17.3
26.0
20.9
10.5
4.5
2.1
1.0
0.6
0.4
0.3
0.2
0.2
0.2
8.6
0.9
0.1
0.1
0.1
0.0
0.0
0.2
0.2
0.2
0.3
0.5
0.7
1.3
2.4
4.5
8.2
10.6
9.2
5.5
3.0
1.6
0.8
0.5
0.3
0.2
0.2
0.2
3.9
0.2
0.1
0.1
0.1
0.0
0.0
0.2
0.2
0.3
0.4
0.5
0.9
1.5
2.4
3.6
4.2
3.7
2.8
1.7
1.0
0.6
0.4
0.3
0.2
0.2
1.1
2.4
0.2
0.1
0.1
0.0
0.0
0.2
0.2
0.3
0.4
0.6
0.9
1.3
1.7
1.8
1.7
1.4
1.0
0.6
0.4
0.3
0.2
0.2
0.6
0.5
0.1
0.1
0.1
0.0
0.0
0.2
0.2
0.3
0.4
0.5
0.7
0.8
0.9
0.9
0.7
0.6
0.4
0.3
0.2
0.2
0.3
3.5
0.3
0.1
0.1
0.0
0.0
0.2
0.2
0.3
0.4
0.5
0.5
0.5
0.4
0.3
0.3
0.2
0.2
0.3
2.4
0.2
0.1
0.1
0.0
0.0
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.4
1.1
0.4
0.1
0.1
0.0
0.0
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.1
2.5
4.4
0.2
0.1
0.1
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
PROP. BOLLARD LIGHTS, 25' O.C. (TYP.).
CONTRACTOR TO COORDINATE WITH VILLAGE
REGARDING LOCATION OF UNDERGROUND
ELECTRIC CONDUITS AND OPERATION OF
BOLLARDS BY THE VILLAGE.
C5.0
LIGHTING PLAN
1.
This Drawing is copyrighted and protected under the Laws of the United States of America.  Any unauthorized use of reproduction of this document without written consent of Lauro  Group, Inc. is an infringement upon Copyright Laws.  Violators will be subject to prosecution by the full extent of the Law.
2.
The Client may make and retain copies of this document for information and reference in connection with this specific project.  This document is not intended or represented to be suitable for reuse by Client or others for any modifications of the project or on any other project.  Any such reuse or modification without written permission, verification or further due diligence and adaptation by Engineer of Record as appropriate for the specific purpose
intended will be at Client's sole risk and without liability or legal exposure to Engineer of Record or Lauro Group, Inc.  Client shall indemnify and hold harmless Engineer of Record and Lauro Group, Inc. from any and all claims, damages, losses and expenses, including attorney fees arising out of or resulting therefrom.
3.
The Education Law of the State of New York prohibits any person altering anything on these drawings and/or the  accompanying specifications, unless it is under the direction of a licensed Professional Engineer. Where such alterations are made, the Professional Engineer must sign, seal, date and describe the full extent of the alteration on the drawings and/or in   the specifications. (NYS Education Law Section 7209-2)
Know what'sbelow.
before you dig.
Call
R
1-800-272-4480
460 S. RIVERSIDE AVENUE
VILLAGE OF CROTON-ON-HUDSON,
WESTCHESTER COUNTY, NY  10520
W.C.T.M. #:  Section 79.17, Block 2, Lot 2
SHOPRITE No. 202
SHEET
One Suffolk Square  1601 Veterans Memorial Hwy  Suite 330  Islandia, NY 11749
T 631.656.3222   F 631.750.8050        Project #: LG13-0349
Revision
Date
No.
Drawn by:  LB/TG    Drawing #: LG13-0349-CP-4c  Date: 7/2/13
3/6/15
2/11/16
3/18/16
Rev. Site Plan
Rev. per Meeting with Planning Board
Village Site Plan Review Submission
10/12/15
Rev. Building Footprint
12/16/15
Rev. Final Coordination
Daniel Peveraro
DSP ENGINEERING, PLLC
 Professional Engineer
New York License No. 089025
1 inch = 40   feet
DRAWING SCALE
A-1 A-2 STREET LIGHT -RLE INDUSTRIES
LIGHT BASE DETAIL
CATALOG NUMBER:
SBLED 200W LED SHOE BOX- QUAD
1.
Exterior lighting. All exterior lighting accessory to multifamily or nonresidence
uses, shall be of such type and location and shall have such shielding as will
prevent the source of light from being visible from any adjoining streets, public
areas and neighboring properties and prevent objectionable glare observable
from such streets or properties.
2.
Exterior lighting shall be extinguished within at the closing of the business.
3.
All luminaires shall be positioned to shine directly on the subject property and/or
R.O.W., away from neighboring properties.
4.
Since actual lighting levels can vary from the design calculations as a result of
several factors (landscaping, ambient light sources, etc.), the contractor shall
measure/verify the resulting illumination post construction and effect any
adjustments necessary to achieve the design intent.
5.
Existing lighting fixtures are not included in calculations.
6.
Proposed lighting fixtures to be 20' high max.  A time clock will be installed to
turn lights off 30 minutes after closing.  Lighting at the rear of the building may
remain on all night for security purposes (per Resolution dated 10/25/77).
6.1.
Proposed lighting fixtures on this plan exceed the required maximum height
in order to match the existing pole heights present on site.
LIGHTING NOTES
FOUNDATION
BY OTHERS
VARIES
(SEE LUMINAIRE SCHEDULE)
POLE (MATCH EXISTING)
THREADED BOLT PROJECTION
(2 1/2" MIN., 3" MAX.)
2" HANDHOLE
1'-6"
8"~ BOLT CIRCLE
PROVIDE 3"x3" HOLE IN
BASE & LEVELING PLATE
FOR CONDUIT ACCESS
3/4" STEEL BASE
PLATE (10"x10")
1/4" STEEL LEVELING
PLATE (10"x10")
3/4" GROUT 4,000 PSI MIN.
LIGHT AS SPEC.
FINISH GRADE
FOR DETAILED LIGHTING
SPECIFICATION,  PLEASE SEE
MANUFACTURER'S CUT SHEETS.
§230-69.d(4)(g) - Proposed lighting equal to or greater than 1/2 footcandle will not
splay off site.
Note:  Proposed light splay along the eastern property line exceeds the
allowable in order to provide adequate lighting in the area of the existing cross access
between the subject lot and the lot to the east.
VILLAGE CODE NOTES
D - CWPB LED - WALL PACK - RLE INDUSTRIES
CATALOG NUMBER:
CWPB LED WALL PACK  18"
FOR DETAILED LIGHTING
SPECIFICATION,  PLEASE SEE
MANUFACTURER'S CUT SHEETS.
LUMINAIRE SCHEDULE
SYMBOL
LABEL
QTY.
MTG. HT.
WATTS
A-1
SBLED - 200W LED SHOE BOX - QUAD
22'
A-2
SBLED - 200W LED SHOE BOX -QUAD
23'
B
FLCLED-120W-DOUBLE 90@20'AG- TILT 40
20'
C
FLCLED-120W-SINGLE @20'AG - TILT 40
20'
D
CWPB LED - WALL PACK 18" - #DC200L.56W.50K
15'
E
XHYP3-180-LED-16-350-NW-UE
2.5'
B-C- FLCLED FLOOD LIGHT - RLE INDUSTRIES
CATALOG NUMBER:
FLCLED-120W-SINGLE@20'AG- TILT 40
FLCLED-120W-DOUBLE90@20'AG - TILT 40
FOR DETAILED LIGHTING
SPECIFICATION,  PLEASE SEE
MANUFACTURER'S CUT SHEETS.
LEGEND
PROPOSED LIGHT POLE TO MATCH
EXISTING POLE HEIGHT
EXISTING LIGHT FIXTURE TO BE
RELAMPED
CALCULATION SUMMARY
LABEL
AVG.
MAX
MIN.
AVG/MIN
MAX/MIN
OVERALL
2.77
41.7
0.0
N/A
N/A
PARKING
3.78
41.7
0.0
N/A
N/A
E - LED  BOLLARD (XHYP3) LSI INDUSTRIES
CATALOG NUMBER:
XHYP3-180-LED-16-350-NW-UE
FOR DETAILED LIGHTING
SPECIFICATION,  PLEASE SEE
MANUFACTURER'S CUT SHEETS.
COLOR: BLACK 
TYPE: FLAT TOP
(TO BE OPERATED/MAINTAINED BY VILLAGE OF CROTON-ON-HUDSON)

N49°32'45"E
537.91'
N22°37'50"W
393.97'
N46°18'32"W
53.13'
S29°04'00"E
219.14'
S41°30'30"E
153.78'
S55°04'10"E
61.34'
S29°04'00"E
171.00'
N46°18'32"W
131.69'
S49°32'45"W
423.91'
S62°40'50"W
161.21'
SOUTH RIVERSIDE AVENUE
U.S. ROUTE 9 EXPRESSWAY
P.O.B.
P.O.B.
23 24 25
STOP
NO
PARKING
FIRE
LANE
(53) IG
SEED
SOD
SOD
SOD
SOD
STOP
(19) TC
NO
PARKING
FIRE
LANE
STOP
STOP
HYDROSEED
SOD
SOD
SOD
SOD
SOD
SOD
B-8
PROPOSED TREE TO BE INSTALLED IN
ANOTHER LOCATION IF TWO ADJACENT
TREES ARE FOUND TO BE IN POOR HEALTH.
CONTRACTOR SHALL COORDINATE NEW
LOCATION WITH ENGINEER OF RECORD.
LANDSCAPE CONTRACTOR SHALL INSPECT
TREE HEALTH AND REPLACE/RELOCATE
TREES AS NECESSARY. CONTRACTOR
SHALL CONTACT ENGINEER OF RECORD TO
COORDINATE NEW LOCATIONS OF TREES IF
TREES ARE FOUND TO BE IN POOR HEALTH.
1.
Prior to sod installation, existing subgrade shall be loosened by means of
roto-tilling or tilling to a depth of 8", top dressed with topsoil (4" min.), fine
graded and raked free of all debris larger than 2" diameter.
2.
All areas to receive sod shall be amended with limestone and fertilizer (rate to be
determined by sod grower) and compacted using a 200 pound roller. the area
shall be thoroughly watered and allowed to dry prior to placement of sod.
3.
Sod to be drought resistant blend grown by DeLalio Sod Farm or approved
equivalent.
4.
Sod shall be laid tight together with lateral joints staggered. All dead and/or
dying sod shall be replaced prior final inspection.
5.
Sod shall be thoroughly watered at time of installation and routinely watered by
contractor and/or owner to maintain moisture during the first two growing
season.
1. Contractor shall be responsible for the protection of all existing trees to remain. A
tree protection zone shall be established at the drip line or at the limit of
construction disturbance, whichever is greater or as otherwise shown. Local
standards may require that a more strict tree protection zone shall be honored.
2. At no time shall machinery, debris, fallen trees or other materials be placed,
stockpiled or left standing in the tree protection zone.
3. All plant materials shall be of the highest quality fresh dug nursery grown stock
conforming to the requirements of the "American Standard for Nursery Stock".
4. Caliper measurements of nursery grown trees shall be taken at a point on the
trunk six inches (6") above the natural grade for trees up to and including a four
inch (4") caliper size.
5. Shrubs shall be measured to the average height or spread of the shrub, and not to
the longest branch.
6. Contractor shall provide a six inch (6") thick minimum layer of topsoil, or as
directed by the local ordinance or client, in all planting areas. Topsoil should be
spread over a prepared surface in a uniform layer to achieve the desired
compacted thickness.
7. Prior to the issuance of any certificate of occupancy, the proposed landscape, as
shown on the approved landscape plan, must be installed, inspected and approved
by the approving agency. The approving agency shall take into account seasonal
considerations in this regard as follows.  The planting of trees, shrubs, vines or
ground cover shall occur only during the following planting seasons:
a.PLANTS    MARCH 15 TO DECEMBER 15
b.LAWN:    MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1
8. Plantings required for a certificate of occupancy shall be provided during the next
appropriate season at the municipality's discretion.  Contractor should contact
approving agency for potential substitutions.
9. Proposed trees directly adjacent to walkways or driveways shall be pruned and
maintained to a minimum branching height of 7' from grade.  No pruning shall be
conducted within the first year of planting, except to clear low hanging branches.
10. No plant, except ground covers, grasses or vines, shall be planted less than two
feet (2') from existing structures and sidewalks.
11. There shall be no plant substitutions unless authorized by Landscape Architect
and/or staff of the local municipality.
12. New plantings or lawn areas shall be adequately irrigated beginning immediately
after planting.  Water shall be applied to each tree and shrub in such manner as not
to disturb backfill and to the extent that all materials in the planting hole are
thoroughly saturated. Watering shall continue routinely at least until plants are
established.
13. The Landscape Contractor shall guarantee all plants for a period of one (1) year
from approval of landscape installation by the approving agency.  Contractor shall
be released at the conclusion of the guarantee period and when a final inspection
has been completed and approved by the owner or authorized representative.
14. Existing dead or dying plants shall be removed and replaced in kind with healthy
plants.
15. Planting beds shall be weeded and have a minimum of two (2) inch double
shredded hardwood bark mulch, unless otherwise specified by the municipality.
16. Contractor shall arrange to have a utility stake-out to locate all underground
utilities prior to installation of any landscape material. Utility companies shall be
contacted three (3) days prior to the beginning of work.
17. Landscaping shall be planted and maintained in compliance with the Town or Local
Municipality Regulations and Site Improvement Specifications and Addenda.
18. Contractor shall not plant any species listed on the NYSDEC Advisory Invasive
Plant List.
LANDSCAPE SCHEDULE
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
REMARKS
Ornamental Tree(s)
TC
Tilia cordata
Littleleaf Linden
3.5" cal.
B&B
Evergreen Shrub(s)
IG
Ilex Glabra
Inkberry
1'-2' ht
LANDSCAPE NOTES
SOD LAWN SPECIFICATIONS
C6.0
LANDSCAPE PLAN
1 inch = 40   feet
DRAWING SCALE
GENERAL RANGE OF SOIL MODIFICATIONS FOR
VARIOUS SOIL CONDITIONS
Post-Construction soil Condition
Type of preparation
Good soil (Not previously graded or compacted, topsoil
layer intact)
Loosen the existing soils to the widths and depths shown in
details above
Compacted soil (Not previously graded, topsoil layer
disturbed but not eliminated)
Loosen the existing soils to the widths and depths shown in
details above; add composted organic content up to 5% dry
weight
Graded subsoils and clean fills with clay content between 5
& 35%
Minimum treatment: loosen existing soil to widths and
depths shown, add composted organic matter to bring
organic content up to 5% dry weight. Optimum treatment:
remove top 8-10 in. or the existing soils to the widths and
depths shown, add 8-10 in. of loam topsoil
Poor quality fills, heavy clay soils, soils contaminated with
rubble or toxic material
Remove existing soils to the widths and depths
contaminated with rubble or toxic material
Note: at no time shall preparation and soil modification areas extend into existing tree protection zones.
Reference: architectural graphic standards 1998 cumulative supplement.
LAND RESTORATION NOTE
Any lawn areas disturbed within the Right-of-Way shall be restored in-kind.
IRRIGATION NOTE
Contractor to provide a drip irrigation system for both lawn & bed areas. Design is to
be submitted to the project Landscape Architect for review and approval. Contractor to
verify static pressure prior design. Contractor is responsible for any pressure increasing
/ reducing devises to meet irrigation equipment manufacturer's requirements as well as
all necessary permits for any required RPZ'S. Irrigation System Design shall include all
necessary valves, piping, heads, driplines, backflow prevention, controllers and meters
(As required). All sleeves under paved areas shall be shown.
B&B
FOR CONTAINER-GROWN SHRUBS, PLANT SHALL BE
TRANSPLANTED AT THE SAME GRADE AS IN THE CONTAINER.  REMOVE THE CONTAINER, USE
FINGER OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING
SOIL; THEN CUT OR PULL APART ANY ROOTS  THAT CIRCLE THE PERIMETER OF THE
CONTAINER.
PLACE SHRUB ON FIRM SOIL IN BOTTOM OF HOLE.
UNDISTURBED SUBGRADE
SOIL SURFACE ROUGHENED
TO BIND WITH NEW SOIL.
NOTE:
BEFORE PLANTING, ADD 3" TO 4" OF WELL-COMPOSTED LEAVES
AND RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF
PREPARED SOIL.
PLANTING MIX:
1 PART PEAT MOSS
1 PART COW MANURE
3 PARTS TOPSOIL
(SEE SOIL MODIFICATION
CHART)
PLANT SHALL BE PLACED SO
THAT THE POINT AT WHICH THE ROOT FLARE
BEGINS IS SET LEVEL WITH GRADE.
CUT AND REMOVE BURLAP FROM TOP
ONE-THIRD OF ROOT BALL AS SHOWN.
WHEN APPROPRIATE, PLANT MULTIPLE SHRUBS IN
CONTINUOUS PLANTING HOLE.
LANDSCAPE FABRIC AS SPECIFIED
CONTAINER
SHRUB PLANTING
2" DOUBLE-SHREDDED HARDWOOD BARK MULCH (DO
NOT PUT MULCH AGAINST THE BASE OF THE PLANT).
2" DOUBLE SHREDDED HARDWOOD BARK MULCH
(UNLESS OTHERWISE SPECIFIED) (DO NOT PLACE MULCH
IN CONTACT WITH TREE TRUNK)
NOTES:
1.)  NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT.
2.)  REMOVE ALL NON-BIODEGRADABLE MATERIAL, WIRE BASKETS AND ROPE FROM TRUNK & TOP OF ROOT BALL. FOLD BURLAP BACK 1/3  FROM ROOT BALL.
3.)  PLANTING  DEPTH SHALL BE THE SAME AS GROWN IN NURSERY.
4.)  THOROUGHLY SOAK THE TREE ROOT BALL AND  ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY  THROUGHOUT THE FOLLOWING TWO SUMMERS.
5.)  THE BOTTOM OF PLANTING PIT EXCAVATIONS SHOULD BE  ROUGH TO AVOID MATTING OF SOIL LAYERS AS NEW SOIL IS ADDED. IT IS PREFERABLE TO TILL THE FIRST  LIFT (2 TO 3 IN.) OF PLANTING SOIL INTO THE SUBSOIL.
6.)  REFER TO THE CHART "GENERAL RANGE OF SOIL MODIFICATIONS & VOLUMES FOR VARIOUS  SOIL  CONDITIONS" TO DETERMINE MINIMUM WIDTH OF PREPAIRED SOIL (X).
7.) SUBSTITUTE ARBORTIE STAKING SYSTEM WHEN SPECIFIED.
SET ROOT BALL ON UNDISTURBED SOIL IN BOTTOM OF
HOLE
4" BUILT-UP EARTH SAUCER
SET ROOT BALL FLUSH TO GRADE OR SEVERAL INCHES
HIGHER IN POORLY DRAINING SOILS.
FOLD BURLAP AWAY FROM TOP OF
ROOT BALL
AVOID PURCHASING TREES WITH TWO LEADERS OR
REMOVE ONE AT PLANTING: OTHERWISE, DO NOT PRUNE
TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL
CORRECTIONS.
DIG WIDE, SHALLOW HOLE
WITH TAMPED SIDES
UNDISTURBED SUBGRADE
PREPARED SOIL FOR TREES
1 PART PEAT MOSS
1 PART COW MANURE
3 PARTS TOPSOIL
(RECOMMENDATION ONLY. SEE SOIL MOD.
CHART)
X=MINIMUM WIDTH OF
PREPARED SOIL FOR TREES.
2" DIA. HARDWOOD STAKES 2/3 TREE HT. 3 PER
TREE
ARBORTIE STAKING SYSTEM
TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL
LANDSCAPE FABRIC AS SPECIFIED.
TREE PLANTING
1.
This Drawing is copyrighted and protected under the Laws of the United States of America.  Any unauthorized use of reproduction of this document without written consent of Lauro  Group, Inc. is an infringement upon Copyright Laws.  Violators will be subject to prosecution by the full extent of the Law.
2.
The Client may make and retain copies of this document for information and reference in connection with this specific project.  This document is not intended or represented to be suitable for reuse by Client or others for any modifications of the project or on any other project.  Any such reuse or modification without written permission, verification or further due diligence and adaptation by Engineer of Record as appropriate for the specific purpose
intended will be at Client's sole risk and without liability or legal exposure to Engineer of Record or Lauro Group, Inc.  Client shall indemnify and hold harmless Engineer of Record and Lauro Group, Inc. from any and all claims, damages, losses and expenses, including attorney fees arising out of or resulting therefrom.
3.
The Education Law of the State of New York prohibits any person altering anything on these drawings and/or the  accompanying specifications, unless it is under the direction of a licensed Professional Engineer. Where such alterations are made, the Professional Engineer must sign, seal, date and describe the full extent of the alteration on the drawings and/or in   the specifications. (NYS Education Law Section 7209-2)
Know what'sbelow.
before you dig.
Call
R
1-800-272-4480
460 S. RIVERSIDE AVENUE
VILLAGE OF CROTON-ON-HUDSON,
WESTCHESTER COUNTY, NY  10520
W.C.T.M. #:  Section 79.17, Block 2, Lot 2
SHOPRITE No. 202
SHEET
One Suffolk Square  1601 Veterans Memorial Hwy  Suite 330  Islandia, NY 11749
T 631.656.3222   F 631.750.8050        Project #: LG13-0349
Revision
Date
No.
Drawn by:  LB/TG    Drawing #: LG13-0349-CP-4c  Date: 7/2/13
3/6/15
2/11/16
3/18/16
Rev. Site Plan
Rev. per Meeting with Planning Board
Village Site Plan Review Submission
10/12/15
Rev. Building Footprint
12/16/15
Rev. Final Coordination
Daniel Peveraro
DSP ENGINEERING, PLLC
 Professional Engineer
New York License No. 089025
§230-52.e(1)(b) - At least one tree not less than 2.5" caliper, measured three feet
above ground level at the time of planting, shall be provided within such parking areas
for every 10 parking spaces. In all off-street parking areas containing 25 or more
parking spaces, at least 10% of the interior of the parking area shall be curbed and
landscaped with trees, shrubs and other material.(existing non conformity to remain)
62 additional stalls proposed / 10 trees per stall = 
7 additional trees required
19 additional trees proposed
§230-52.e(1)(c) - Raised planting islands at least six feet in width shall be provided to
guide vehicle movement and to separate opposing rows of parking spaces so as to
provide adequate space for plant growth, pedestrian circulation and vehicle overhang.
Such raised planting islands and the landscaping within them shall be designed and
arranged in such a way as to provide vertical definition to major traffic circulation
aisles, entrances and exits, to channel internal traffic flow and prevent indiscriminate
diagonal movement of vehicles and to provide relief from the visual monotony and
shadeless expanse of a large parking area. Curbs of such islands shall be designed so
as to facilitate surface drainage and prevent vehicles from overlapping sidewalks and
damaging landscaping materials. The Planning Board may accept an alternative to the
interior landscape requirements if it finds that an applicant has submitted a superior
landscape plan.(existing non conformity to remain)
§230-52.e(2)(a) - Landscaped areas. All portions of multifamily and nonresidential
properties which are not used for buildings, structures, off-street parking and loading
areas, sidewalks or similar purposes shall be suitably landscaped and permanently
maintained with the planting of trees and shrubbery, as approved by the Planning Board
as part of the site plan, so as to minimize erosion and stormwater runoff and
harmoniously blend such uses with the residential character of the Village as a whole.
VILLAGE CODE NOTES

THE DETAILS SHOWN HEREON REPRESENT THE MINIMUM REQUIREMENTS FOR THIS PROJECT BASED UPON MUNICIPAL REQUIREMENTS, RECOMMENDED PRACTICES/STANDARDS WITHIN THE CONSTRUCTION INDUSTRY AND THE DESIGN INTENT OF THE ENGINEER-OF-RECORD.
THEY DO NOT PRECLUDE THE CONTRACTOR FROM FURNISHING MATERIALS OF GREATER QUALITY OR IMPLEMENTING METHODS OF HIGHER EFFICIENCY PROVIDED THEY MEET OR EXCEED THE DESIGN INTENT AND PROJECT PERFORMANCE SPECIFICATIONS. FURTHERMORE,
SHOULD FIELD CONDITIONS PRESENT SITUATIONS THAT PREVENT THESE DETAILS FROM THEIR UTILITY OR THEIR INTENDED EFFECTIVENESS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER-OF-RECORD IMMEDIATELY AND PRIOR TO CONSTRUCTION. IN ALL CASES, ANY
DEVIATIONS CONTEMPLATED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER-OF-RECORD IMMEDIATELY AND MUST BE APPROVED (IN WRITING) PRIOR TO IMPLEMENTATION.
C7.0
DETAILS PLAN
1.
This Drawing is copyrighted and protected under the Laws of the United States of America.  Any unauthorized use of reproduction of this document without written consent of Lauro  Group, Inc. is an infringement upon Copyright Laws.  Violators will be subject to prosecution by the full extent of the Law.
2.
The Client may make and retain copies of this document for information and reference in connection with this specific project.  This document is not intended or represented to be suitable for reuse by Client or others for any modifications of the project or on any other project.  Any such reuse or modification without written permission, verification or further due diligence and adaptation by Engineer of Record as appropriate for the specific purpose
intended will be at Client's sole risk and without liability or legal exposure to Engineer of Record or Lauro Group, Inc.  Client shall indemnify and hold harmless Engineer of Record and Lauro Group, Inc. from any and all claims, damages, losses and expenses, including attorney fees arising out of or resulting therefrom.
3.
The Education Law of the State of New York prohibits any person altering anything on these drawings and/or the  accompanying specifications, unless it is under the direction of a licensed Professional Engineer. Where such alterations are made, the Professional Engineer must sign, seal, date and describe the full extent of the alteration on the drawings and/or in   the specifications. (NYS Education Law Section 7209-2)
Know what'sbelow.
before you dig.
Call
R
1-800-272-4480
460 S. RIVERSIDE AVENUE
VILLAGE OF CROTON-ON-HUDSON,
WESTCHESTER COUNTY, NY  10520
W.C.T.M. #:  Section 79.17, Block 2, Lot 2
SHOPRITE No. 202
SHEET
One Suffolk Square  1601 Veterans Memorial Hwy  Suite 330  Islandia, NY 11749
T 631.656.3222   F 631.750.8050        Project #: LG13-0349
Revision
Date
No.
Drawn by:  LB/TG    Drawing #: LG13-0349-CP-4c  Date: 7/2/13
3/6/15
2/11/16
3/18/16
Rev. Site Plan
Rev. per Meeting with Planning Board
Village Site Plan Review Submission
10/12/15
Rev. Building Footprint
12/16/15
Rev. Final Coordination
Daniel Peveraro
DSP ENGINEERING, PLLC
 Professional Engineer
New York License No. 089025
EDGE OF PAVEMENT OF FACE OF CURB
EDGE OF PAVEMENT OF FACE OF CURB
NOTE:
1. WORDS AND ARROWS FOR DRIVEWAYS SHALL BE APPLIED
ACCORDING  TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND
HIGHWAYS.
2. THESE WORDS AND BAR ARE TO BE PAINTED REFLECTIVE WHITE.
8'-0"
1'-8"
1'-8"
1'-8"
1'-8"
8'-5"
12"
STOP BAR
4'-0"
STOP SIGN (TYP.)
5 1/2"
5 1/2"
10"
SEE PLAN
STOP BAR DETAIL
N.T.S.
NOTE:
ALL PAINT TO BE FAST DRYING YELLOW TRAFFIC PAINT,
MEETING THE REQUIREMENTS OF AASHTO M24B TYPE F,
PAINT SHALL BE APPLIED AS SPECIFIED BY THE
MANUFACTURER
4'-0"
2'-0"
(TYP.)
1'-0"
(TYP.)
2'-0"
(TYP.)
PAINTED TRAFFIC ARROWS
N.T.S.
PARKING
RESERVED
ACCESSIBLE
VAN
REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE
BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL HANDICAP SPACES
THIS SIGN TYPICAL AT ALL
"VAN ACCESSIBLE" PARKING SPACES
12"
18"
7'-0" TO BOTTOM OF
LOWEST REQUIRED SIGN
3'-0"
GALVANIZED "U" CHANNEL POST
4" DIA. SCH 40 GALVANIZED STEEL
PIPE BOLLARD PAINTED OSHA YELLOW
FILLED WITH CONCRETE
4000 PSI CONCRETE
6"
(MIN.)
1'-6"
2'-6"
N.T.S.
PARKING
NO
ANY TIME
PARKING
RESERVED
ACCESSIBLE
VAN
(M.U.T.C.D. #R7-8(MOD.) + #R7-8P)
RESERVED PARKING
SIGN
(M.U.T.C.D. #R7-1)
"NO PARKING ANY TIME"
SIGN
1'-0" X 1'-6" X .080 ALUM. ACCESSIBLE
PARKING SIGN. W/ IDENTIFICATION
SYMBOL. BOLT TO STEEL TUBE W/ 3/8"
CADMIUM PLATED BOLTS, NUTS, AND
WASHERS.
12"
18"
6"
COLOR:
LEGEND & BORDER  
GREEN (NON-REFLECTORIZED)
BACKGROUND 
WHITE (NON-REFLECTORIZED) SYMBOL
 WHITE (NON-REFLECTORIZED)
BACKGROUND BLUE
 (NON-REFLECTORIZED)
NOTES:
1.
ACCESSIBLE PARKING SIGN SHALL CONFORM WITH
CURRENT FEDERAL, STATE, AND LOCAL CODES AND
REGULATIONS.
2.
VAN ACCESSIBLE SIGN SHALL CONFORM WITH CURRENT
FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS.
3.
ONE AT EACH HANDICAP SPACE.
COLOR:
LEGEND & BORDER
  RED  (NON-REFLECTORIZED)
BACKGROUND
 WHITE (NON-REFLECTORIZED)
GREEN LETTERS
RED LETTERS
WHITE BACKGROUND
12"
18"
THE SIGN TYPICAL AT ALL 8'
WIDE ADA STRIPED ACCESS AISLE
ACCESSIBLE PARKING SIGN DETAIL
R7-8 (MOD.)
R7-8P
PAVEMENT OR FINISHED GRADE
CURB RAMP DETAIL I
N.T.S.
MIN.
6'-0"
MIN.
NOTE:
FLARED SIDE SLOPE MUST BE 1:12 MAX
1:12 MAX
FLARED SIDE
1:12 SLOPE MAX.
(TYP.)
PROPOSED RAMP W/ NON-SLIP GROOVED
SURFACE PER LATEST ADA
REQUIREMENTS
RAMP TO BE FLUSH
WITH PAVEMENT
MEET CONC. WALK FLUSH
CONC. SIDEWALK
PROP. DETECTABLE WARNING
PER LATEST ADA REQUIREMENTS
1:12 MAX SLOPE
BACK OF WALK
4'-0"
  MIN.
1:12 MAX
6'-0"
MIN.
5'-0"
N.T.S.
ACCESSIBLE STALL STRIPING AND PARKING SYMBOL DETAILS
2'-0"
O.C.
NOTE:
1. ALL PAINT SHALL BE FAST DRYING TRAFFIC PAINT, MEETING THE REQUIREMENTS OF
AASHTO M248 TYPE F. PAINT SHALL BE APPLIED AS SPECIFIED BY THE MANUFACTURER.
ACCESSIBLE PARKING SYMBOL
(LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN"
LETTERING)
ACCESSIBLE STALL STRIPING DETAIL
18'
8'
5" WIDE BLUE PAINTED
STRIPING, 2'-0" O.C. (TYP.)
8'
8'
4" WIDE BLUE PAINTED
STRIPING
4" WIDE BLUE PAINTED
STRIPING
6.0'
7.67'
1.5'R
5'
18"
24"
24"
18"
18"
WHITE PAINT
NOTE:
CROSSWALK MARKINGS SHALL BE WHITE
THERMOPLASTIC
PEDESTRIAN CROSSWALK
N.T.S.
PITCH 1/4'/FT (TYP.)
NOTE:
CONSTRUCTION JOINTS TO BE SPACED
MAXIMUM 5'-0" O.C.
EXPANSION JOINT
DETAIL "B"
4" CONC. SIDEWALK (MIN. 4000 PSI)
6" BANKRUN SAND AND GRAVEL
5' MIN.
(UNLESS OTHERWISE
SPECIFIED ON SITE PLAN)
CONTRACTION JOINT EVERY
5' (SEE DETAIL)
CONC. SIDEWALK
1/2"x 3 3/4" PREMOULDED
EXPANSION JOINT
1/2"
1/4"
1/4"
CONCRETE SIDEWALK DETAIL
BROOM FINISH
4" CONC. SIDEWALK (MIN. 4000 PSI)
6" COMPACTED GRANULAR MATERIAL
1/4" RADIUS
CONTRACTION JOINT
DETAIL "A"
EXPANSION JOINT EVERY
20' (SEE DETAIL "B")
6 X 6 - 6X6 WWM
ASTM A82 & A185 FLAT SHEETS
N.T.S.
3"MIN.
NOTE:
1) ALL PIPES SHALL BE
PAINTED TRAFFIC YELLOW
2) BOLLARD SPACING
SHALL BE 4' MAX.
4'-0"
8'-0"
6" SCH. 40 STEEL PIPE FILLED
W/ CONC. WITH TOP
ROUNDED.
PAVEMENT OR
FINISHED GRADE
3" COVER OVER FOOTING
FILL POST w/ CONCRETE
2500 PSI P.C. CONCRETE
MINIMUM (TYP.)
1'-6"
3'-9"
PIPE BOLLARD
N.T.S.
4' MAX. TO
NEXT BOLLARD
18'-0"
(TYP.)
CONC. CURB
4" WIDE PAINTED
STRIPE (YELLOW)
10'-0"
(TYP.)
STANDARD PARKING STALL STRIPING DETAIL
SLOPE 2.0% (MAX.)
OUTSIDE
BUILDING WALL
4" THICK CONC. WALK
4000 PSI 28 DAY PCC
JOINT FILLER
6" SAND BASE
EXISTING SUBGRADE
WIDTH VARIES
SEE SITE PLAN FOR DIMENSIONS
9"
6"
6"
REVEAL
18"
1/2" BITUMINOUS
JOINT FILLER
ON-SITE CURB & SIDEWALK DETAIL
N.T.S.
#5 REBAR
NOTE:
1.  PROVIDE 1/4" TOOLED COMPACTION
JOINTS @ 4'-0" O.C.
6"
SAWCUT
6"
18"
9"
1/4" R
CONCRETE CURB & ASPHALT DETAIL
TIE-IN A.O.B.E.
5" REBAR
2-1/2" NYS TYPE 3 DENSE BINDER
1-1/2" NYS TYPE 6F WEARING COURSE
2' MIN. NEW
ASPHALT
4000 PSI MIN. CONCRETE
1-1/2" R
4" NYSDOT TYPE 2 SUBBASE
N.T.S.
NOTES:
1.
ALL CONCRETE TO BE 4000 PSI AIR ENTRAINED.
2.
STEEL FORMS OR EQUAL SHALL BE USED.
3.
EXPANSION JOINTS 1/2" THICK 20' O.C. SHALL BE
USED.
4.
ALL CONCRETE SHALL BE TAMPED IN PLACE, NO
HONEYCOMB WILL BE ALLOWED. FINISH SHALL BE
SMOOTH AND EVEN - RUBBED WITH A WOOD
FLOAT.
5.
ALL EDGES SHALL BE TOOL ROUNDED.
6.
CYLINDER TESTING REQUIRED AS PER P.E.
N.T.S.
NO PARKING STRIPING DETAIL
4'-0"
4" WIDE YELLOW PAINTED
STRIPING, 4'-0" O.C. (TYP.)
N.T.S.
NOTE:
STRIPING SHALL BE YELLOW THERMOPLASTIC
NOTE:
STRIPING SHALL BE YELLOW THERMOPLASTIC
7'-0" TO BOTTOM OF
LOWEST REQUIRED SIGN
1'-6"
2'-6"
6" MIN.
RED BACKGROUND
WHITE LEGEND
MUTCD #R1-1B,
REFLECTIVE ALUMINUM
GALVANIZED "U" CHANNEL POST
BREAK-AWAY CONNECTION
PAINT CONCRETE BLACK AFTER
CURING AT ASPHALT LOCATIONS
4000 PSI CONCRETE
STANDARD SIGN DETAIL
N.T.S.
6" CONCRETE MAT  (4,000 PSI AT 28 DAYS)
AC-20 ASPHALT EMULSION
1 1/2" NYSDOT TYPE 6F WEARING COURSE
2 1/2" NYSDOT TYPE 3 DENSE BINDER
6" NYSDOT TYPE 2 SUBBASE
6x6-W2.9/W2.9 REINFORCEMENT
N.T.S.
HEAVY DUTY CONCRETE - HEAVY DUTY ASPHALT DETAIL
FAST DRYING YELLOW TRAFFIC PAINT
N.T.S.
CURB NOSING DETAIL
2'-0"
TYPICAL ELEVATION
PLAN VIEW
STD. 6" CURB
STD. 6" CURB
PAVEMENT SURFACE
NOSE DOWN TO FINISH GRADE

THE DETAILS SHOWN HEREON REPRESENT THE MINIMUM REQUIREMENTS FOR THIS PROJECT BASED UPON MUNICIPAL REQUIREMENTS, RECOMMENDED PRACTICES/STANDARDS WITHIN THE CONSTRUCTION INDUSTRY AND THE DESIGN INTENT OF THE
ENGINEER-OF-RECORD. THEY DO NOT PRECLUDE THE CONTRACTOR FROM FURNISHING MATERIALS OF GREATER QUALITY OR IMPLEMENTING METHODS OF HIGHER EFFICIENCY PROVIDED THEY MEET OR EXCEED THE DESIGN INTENT AND PROJECT PERFORMANCE
SPECIFICATIONS. FURTHERMORE, SHOULD FIELD CONDITIONS PRESENT SITUATIONS THAT PREVENT THESE DETAILS FROM THEIR UTILITY OR THEIR INTENDED EFFECTIVENESS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER-OF-RECORD IMMEDIATELY AND PRIOR TO
CONSTRUCTION. IN ALL CASES, ANY DEVIATIONS CONTEMPLATED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER-OF-RECORD IMMEDIATELY AND MUST BE APPROVED (IN WRITING) PRIOR TO IMPLEMENTATION.
C7.1
DETAILS PLAN II
1.
This Drawing is copyrighted and protected under the Laws of the United States of America.  Any unauthorized use of reproduction of this document without written consent of Lauro  Group, Inc. is an infringement upon Copyright Laws.  Violators will be subject to prosecution by the full extent of the Law.
2.
The Client may make and retain copies of this document for information and reference in connection with this specific project.  This document is not intended or represented to be suitable for reuse by Client or others for any modifications of the project or on any other project.  Any such reuse or modification without written permission, verification or further due diligence and adaptation by Engineer of Record as appropriate for the specific purpose
intended will be at Client's sole risk and without liability or legal exposure to Engineer of Record or Lauro Group, Inc.  Client shall indemnify and hold harmless Engineer of Record and Lauro Group, Inc. from any and all claims, damages, losses and expenses, including attorney fees arising out of or resulting therefrom.
3.
The Education Law of the State of New York prohibits any person altering anything on these drawings and/or the  accompanying specifications, unless it is under the direction of a licensed Professional Engineer. Where such alterations are made, the Professional Engineer must sign, seal, date and describe the full extent of the alteration on the drawings and/or in   the specifications. (NYS Education Law Section 7209-2)
Know what'sbelow.
before you dig.
Call
R
1-800-272-4480
460 S. RIVERSIDE AVENUE
VILLAGE OF CROTON-ON-HUDSON,
WESTCHESTER COUNTY, NY  10520
W.C.T.M. #:  Section 79.17, Block 2, Lot 2
SHOPRITE No. 202
SHEET
One Suffolk Square  1601 Veterans Memorial Hwy  Suite 330  Islandia, NY 11749
T 631.656.3222   F 631.750.8050        Project #: LG13-0349
Revision
Date
No.
Drawn by:  LB/TG    Drawing #: LG13-0349-CP-4c  Date: 7/2/13
3/6/15
2/11/16
3/18/16
Rev. Site Plan
Rev. per Meeting with Planning Board
Village Site Plan Review Submission
10/12/15
Rev. Building Footprint
12/16/15
Rev. Final Coordination
Daniel Peveraro
DSP ENGINEERING, PLLC
 Professional Engineer
New York License No. 089025
CONTECH SLOTTED DRAIN
N.T.S.
SECTION B-B
SECTION A-A
GRADE
B
B
A
A
GRADE
SUMP
NOTE: - PROVIDE 6" CRUSHED
STONE BELOW CATCH BASIN.
1' MIN.
2' MAX.
AS REQ'D.
6"
8"
8"
48"
BRING ALL COVERS/GRATES TO GRADE (SEE STRUCTURE SCHEDULE):
CAMPBELL PATTERN NO. 2104A FRAME & GRATE
CAMPBELL PATTERN NO. 1104A FRAME & COVER
OR APPROVED EQUAL
4000 PSI CONCRETE STRUCTURE TO
SUPPORT H-20 LOADING.
SEE SCHEDULE FOR
INVERT ELEVATIONS
WEEP HOLE
24"
48"
SMOOTH WALL HDPE PIPE
(SIZE VARIES - SEE GRADING
& DRAINAGE PLAN)
CATCH BASIN WITH FRAME AND GRATE
N.T.S.
CATCH BASIN HOOD
LANDING
SEE NOTE 11
RUNNING SLOPE 7% MAXIMUM
PREFERRED (8.33% MAXIMUM).
(SEE NOTE 5)
CROSS SLOPE
(SEE NOTE 6)
IF GREATER THAN 5'-0",
DETECTABLE WARNING
SHOULD BE PLACED
ALONG THE RADIUS OF
THE CURVE AND SEE
NOTE 10
GENERAL NOTES:
1.
THE DIMENSIONS AND SLOPES PRESENTED IN THE DETAILS ARE THE MINIMUM NECESSARY TO COMPLY
WITH THE ADA 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 MAY REQUIRE THE USE OF DETECTABLE WARNINGS.
SEE DETAILS AND NOTES BELOW FOR PLACEMENT, ORIENTATION & DIMENSIONS.
CURB RAMP NOTES:
3.
THE MINIMUM WIDTH FOR SIDEWALK CURB RAMPS IS 5'-0" (UNLESS OTHERWISE SPECIFIED ON NYSDOT
SITE PLAN).
4.
THE RUNNING SLOPE OF A CURB RAMP SHALL BE 7% MAXIMUM PREFERRED (8.33% MAXIMUM).
5.
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".
6.
THE CROSS SLOPE OF CURB RAMPS SHOULD BE AS FLAT AS POSSIBLE, 1.5% PREFERRED (2% MAXIMUM).
THE CROSS SLOPE AT MIDBLOCK CROSSINGS MAY BE WARPED TO MEET STREET OR HIGHWAY GRADE.
7.
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.
8.
RAMP TRANSITIONS BETWEEN WALKS, LANDINGS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF
ABRUPT VERTICAL CHANGES (1/4" MAX).
9.
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:
10. LANDINGS SHALL HAVE A MINIMUM CLEAR DIMENSION OF A 5'-0" BY 5'-0" EXCEPT AT THE BOTTOM OF
RAMPS TYPE 1 & 2 (UNLESS OTHERWISE SPECIFIED ON SITE PLAN).
11. 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 STREET OR HIGHWAY
GRADE.
GRADE BREAK (SEE NOTE 8)
GRADE BREAK
(SEE NOTE 8)
SLOPE TO DRAIN RUNOFF
TO STREET/GUTTER MAXIMUM
SLOPE 2%
5'-0"
(UNLESS OTHERWISE SPECIFIED
ON SITE PLAN)
5'-0"
(UNLESS OTHERWISE SPECIFIED
ON SITE PLAN)
CURB RAMP
SNOW STORAGE AREA
CURB RAMP DETAIL II
N.T.S.
CONCRETE PAVEMENT
(SEE DETAIL)
ASPHALT PAVEMENT
(SEE DETAIL)
ROUGH SHAPE
TRENCH
HIGH SLUMP CONCRETE BEDDING
(750 PSI CONCRETE MINIMUM COMPRESSIVE
STRENGTH)
3" MIN. AT
SPRINGLINE
TOP VIEW
SIDE VIEW
END VIEW
6"
SECTION A-A
STANDARD DETAIL
3"
TRAPEZOIDAL GALVANIZED GRATE
1-3/4"
7-5/8"
24" MIN.
2" TYP.
2" TYP.
6" TRAPEZOIDAL
 GRATE
12" Ø SLOTTED DRAIN
(AS MANUFACTURED BY CONTECH
CONSTRUCTION PRODUCTS INC., OR
APPROVED EQUAL.)
3/16" BEARING BAR
3/16" SOLID WEB SPACER
FILLET WELD
HEL-COR PIPE
MODIFIED
HUGGER BAND
2-1/2"
GALVANIZED
GRATE SHOWN
3/16" SOLID WEB
SPACER
2-1/4" WIDE
CLIP ANGLE
1/2" DIA. BOLT
2-1/4" WIDE
CLIP ANGLE
1/2" DIA. BOLT
MODIFIED
HUGGER BAND
6" GALVANIZED
GRATE
2-1/4" WIDE
CLIP ANGLE
1/2" DIA. BOLT
6" GRATE
NOTE: 6' MIN. PENETRATION INTO A VIRGIN
STRATA OF SAND AND GRAVEL REQUIRED.
BRING ALL COVERS/GRATES TO GRADE
(SEE STRUCTURE SCHEDULE)
FRAME & COVER - CAMPBELL #1104A
FINISHED GRADE
10" REINFORCED TRAFFIC BEARING TO
CARRY H-20 LOAD WITH AN OFFSET
OPENING CONCRETE SLAB
1'-0" MIN.
2'-0" MAX.
24"
CONCRETE COLLAR AS REQ.
STORMWATER LEACHING
STRUCTURE INTERCONNECTING
PIPE. OUTLET PIPE INVERTS TO
INCLUDE HOODS.
IMPERVIOUS SOIL
GROUNDWATER
BACKFILL MATERIAL SHALL BE CLEAN
SAND AND GRAVEL
12'-0"
3'-0"
(MIN.)
MAX DEPTH 25'
(SEE DRAINAGE SCHEDULE)
4'-0"
MIN.
IMPERVIOUS SOIL
N.T.S.
12'Ø STORMWATER LEACHING STRUCTURE
4'Ø
N.T.S.
4'x4' CATCH BASIN WITH CURB INLET
NOTES:
1. MANHOLE TO SUPPORT AASHTO H-20 TRAFFIC LOADING.
2. CONCRETE 4000 PSI @ 28 DAYS.
3. WELDED WIRE MESH ASTM A185.
4. REBAR ASTM A615 GRADE 60.
5. OUTLET PIPE INVERTS TO INCLUDE CATCH BASIN HOOD.
SECTION
PLAN
5'-4"
5'-4"
8"
4'-0"
8"
8"
4'-0"
8"
18" SQ.
4'-0"
8"
1'-3"
2'-6"
3"
8"
2'-6"
2'-2"
8"
5'-4"
8"
4'-0"
8"
PLAN - TOP SLAB
5'4'
2'-6"
8"
4'-0"
8"
8"
1'-6"
SQ.
NOTES:
1.  CONCRETE 4,000 PSI @ 28 DAYS
2. REBAR TO BE ASTM A-615 GRADE 60
3. WELDED WIRE FABRIC ASTM A-185
4. DESIGNED FOR AASHTO H-20
5. OUTLET PIPE INVERTS TO INCLUDE CATCH BASIN HOOD.
6"
4'-0"
8"
5'-7"
5"
2'-0"
SECTION A-A
PLAN
TOP SLAB
2'-0"
86"
(3) #5 REBAR @ 5" O.C.
(4) #5 REBAR @ 11 12" O.C.
(2) #5 REBAR @ 2 12 " O.C.
(3) #5 REBAR
30" X 36"
KNOCK-OUT
TYP.
6X6 6&6 W.W.F.
(OR APPROVED
EQUAL REBAR)
N.T.S.
6'Ø CATCH BASIN WITH FRAME & GRATE
#4 @ 6" O.C. E.W.
6X12, 6&8
POLYPROP. M.H. STEPS
@ 12" O.C.
30"X30" X 2 12" PIPE
KNOCKOUT PANEL, TYP.
6X6, 4X4
30"X30" X 2 12" PIPE
KNOCKOUT PANEL, TYP.
A
A
POLYPROP. M.H. STEPS
@ 12 O.C.
ADDITIONAL #5 REBAR @
OPENING
#5 REBAR @ 6" O/C B/W
BRING ALL COVERS/GRATES TO GRADE
(SEE STRUCTURE SCHEDULE)
FRAME & GRATE - CAMPBELL #2104A
FRAME & COVER - CAMPBELL #1104A
BRING ALL COVERS/GRATE TO GRADE
(See Structure Schedule)
CAMPBELL #26170302
CAMPBELL #26170402 (ADA Compliant)
N.T.S.
6' CHAIN LINK FENCE W/SLATS
6'
3"Ø MIN GALV. STEEL POST
STRETCHER BAR
VARIES
HORIZONTAL BRACE
RAIL END
EXPANSION SLEEVE
LINE POST
2"Ø MIN GALV. STEEL POST
TOP RAIL
GATE POST
VERTICAL
SLATS
TENSION WIRE
DIAGONAL BRACE ROD
TURN BUCKLE
36"
CORNER/GATE POST
4"
LINE POST
4"
32"
CHAIN LINK FENCE WITH
BLACK VINYL SLATS
Machine-extracted for search and reference — the original PDF is the authoritative version.