Planning Board Meeting & Work Session — 2026-10-06 — Agenda
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Page 1
TOWN OF CORTLANDT
PLANNING BOARD
Steven Kessler, Chair Town Supervisor
Thomas A. Bianchi, Vice-Chair Town Hall, 1 Heady Street Richard H. Becker, MD
Cortlandt Manor, NY 10567
Nora Hildinger Main #: 914.734.1080 Town Board
Kevin Kobasa Fax #: 914.788.0294 James F. Creighton
Peter McKinley Cristin Jacoby
Jeff Rothfeder Planning Staff email: Robert Mayes
Karen Timko HeatherL@townofcortlandtny.gov Joyce C. White
Kellan Cantrell, Alternate
Planning Board Work Session & Meeting
Tuesday October 6, 2026
To join the meeting remotely, use this Zoom link:
https://us02web.zoom.us/j/86336571423?pwd=duUssFrQn1YYwbH8jQFXXjojQizmqe.1
WORK SESSION .... .................................................................................................................. 6:00 pm
Discuss items on tonight’s Planning Board Meeting Agenda.
MEETING AGENDA .............................................................................................................. 6:30* pm
1. Pledge of Allegiance
2. Roll Call
3. Changes to the Meeting Agenda, by majority vote
4. Adoption of the minutes from previous month
5. Old Business
a. PB 2025-8: BEB Skyview
Application of BEB Capital, LLC for the property of Skyview/Westview LLC and
Eastview/Southview, LLC for Site Plan approval, a Residential Reuse Special Permit
(RRUSP) and for Tree Removal and Steep Slope permits for a proposed 67-unit
residential development located on E. Main St. (Route 6), Regina Avenue and Lexington
Ave. Revised concept packet dated September 28, 2026.
b. PB 2026-11: Evergreen Townhomes (Parcel 2)
Application of VS Construction Corp for Preliminary Plat approval, Steep Slope, Wetland
and Tree Removal permits to permit the construction of 96 townhomes on an
approximately 17.6-acre portion of the Evergreen Manor project site. The subdivision
proposes a 99-lot subdivision of the approximately 21-acre Parcel 2 of the Evergreen
Manor Subdivision. The project is located within the Medical Oriented District on
property located at 2003 Crompond Road. Drawings last revised August 19, 2026.
Page 2
c. PB 2026-12: 44 Regina Ave | Cortlandt Self-Storage & Contractor’s Storage Area
Application of Cronin Engineering on behalf of Cortlandt Self-Storage LP / Mark
Giordano for an Amended Site Development Plan to construct one additional 8,000SF
storage building and an outdoor contractor’s yard. Drawings last revised September 23,
2026. (see prior PB 11-96, PB 30-99, PB 3-06, PB 2021-17)
d. PB 2024-4: Glamour Nails & Spa
Application of John Lentini, R.A., for the property of J Glamour Nails & Spa, Inc., for
Site Development Plan approval for the conversion of the former La Viletta Restaurant
into a Nail Salon, on property located at 3172 East Main Street (Cortlandt Boulevard).
Drawings last revised June 9, 2026.
6. New Business
a. PB 2026-16: Hudson Valley Motorcycles | KRD Properties LLC
Application of Cronin Engineering on behalf of KRD Properties LLC dba Hudson Valley
Motorcycles for Amended Site Plan approval for the renovation of an existing 24,650
square foot former manufacturing facility into the new headquarters for Hudson Valley
Motorcycles, to include two showrooms, service areas, and a parts department. The
project is located in the HC-9A district at 2108 Albany Post Road. Drawings dated
September 23, 2026. (see prior PB 221, PB 221 A-C, PB 54)
7. Adjournment
Next Regular Meeting:
THURSDAY November 5, 2026 at 6:30* PM
Agenda information is also available at https://www.townofcortlandtny.gov/
* Regular meeting will begin at the conclusion of the work session, which could be prior to 6:30 pm.
Page 3
SKYVIEW - TOWN OF CORTLANDT
TOWN BOARD WORK SESSION 09/28/2026
Page 4
SKYVIEW
3275/3291 Lexington Avenue, 5 Skyview Road,
9/17/19 Regina Avenue, 3211/3219 East Main St.
Cortlandt, New York
Owner:
BEB Capital
26 Harbor Park Drive
Port Washington, NY 11050
Architect:
23 Washington Ave, Pleasantville, NY 10570
CIVIL Engineer:
DTS Provident Design Engineering
One North Broadway
White Plains, NY 10601
SURVEYOR:
Gallas Surveying Group, LLC
2865 US Route 1
North Brunswick, NJ 08902
ATTORNEY:
Zarin & Steinmetz, LLP
USE - MULTI-FAMILY USE - MULTI-FAMILY USE - SINGLE-FAMILY 81 Main Street, Suite 415
White Plains, NY 10601
Structural Engineer:
MEP Engineer:
LANDSCAPE Architect:
CONSTRUCTION Manager
Key Plan
USE - DUPLEX USE - DUPLEX USE - SINGLE-FAMILY
RRUSP CALCULATION
Th
These drawings
d i are instruments
i t t of service and
Unit increase is limited to 20% more than existing are protected by copyright. These designs and
drawings may not be reproduced or copied
Existing Units = 58 without written permission from
Gallin Beeler Design Studio, PLLC
Calculation: 58 x 1.2 = 69.6 Units
05/06/25 PLANNING BOARD MEETING
No. Date Description
EXISTING
BUILDINGS & USES -
PROJECT SITE
Project number 2329
Date 5/6/25
Drawn by KG
5/2/2025 12:40:20 PM
Checked by RB
G05
Scale N.T.S.
Page 5
PROJECT
INLET
SKYVIEW
3211/3219 East Main Street
41
TC 411.12
4
GRT 410.56
INV UTO
(TRAFFIC) ONLY
INLET 9/17/19 Regina Avenue
41
2
TC 409.35
GRT 408.82
INV UTO
(TRAFFIC) 5 Skyview Avenue
41
0
INLET
3275 Lexington Avenue
GRT 410.96
40
(FWD)(NPV)
8
Town of Cortlandt, New York
406
404
402
FOR APPROVAL PURPOSES ONLY
NOT APPROVED FOR CONSTRUCTION
400
ONLY
398
REET
396
INLET
HIGH ST
394
TC 361.12
GRT 360.60
INV UTO
(TRAFFIC)
392
410
420
B
390
A
INLET
A GRT 393.14
IN
INV(A) 391.7
UE
430
0
INV(B) (FWD)
40
MA
388
T ET
E AVEN
440
386
6
450
S E
384
EA TR
12" PIPE
INV 382.1.1
382
S
380
460
415
0
12" PIPE
40
INV 379.2
410
"
12
HILLSID
378
376
78
374
470
12" PIPE
4.4
INV 374.4
420
372
390
NORTH
12" PIPE
370
.2
INV 372.2
368
0
40
INLET
366
TC 361.12
GRT 360.60
INLET INV UTO
364
GRT 358.73 (TRAFFIC)
INV(A) 356.8
INV(B) 354.0
362
380
INV(C) UTO (REC)
INV(D) 353.2
3@9'
28"±
360
358
C x
4"
MH STORM
356
RIM 354.09
x
A
INV UTO
(TRAFFIC) D
354
30" B
395
x
352
x
350
354
35
400
2 x
358
x
0
35
41
0
26"
348 x x
INLET
TC 355.73
GRT 355.26 359
(FWD)(NPV) 46
INLET 0
TC 359.56 C 440 450
GRT 359.05
INV(A) 357.0 B
INV(B) 355.9 A
INV(C) 355.7 "
470
ENUE
18
360
INLET
AV
TC 359.86
480
40
GRT 355.36
0
INV 323.0
EGINA
DC
ROA
RE
390
362
410
DECATUR
700' LONG ROAD
15"
0
364
338
430
E
440
450
53
A
APPROXIMATE
6
460
AVENU
470
REGIN
60 45 30 15 0 60 120
LIMIT OF 53
8
366
ROAD A
DISTURBANCE 540
540 SCALE IN FEET
390
2
54
0
49
AVENUE Zarin & Steinmetz
8
538
4
36
54
SKY VIEW
480
Attorney
550
INLET
81 Main Street, Suite 415
GRT 368.18 546
INV 365.8 White Plains, New York 10601
370
8
54
560
0
INLET
50
GRT 369.13 x
x
(FWD)(NPV)
x 54
0 Gallas Surveying Group, LLC
NORTH
Surveyor
2865 US Route 1
x
North Brunswick, New Jersey 08902
54
18 2 BEDROOM UNITS
15"
2
x
54
x
4
HORTON
20 3 BEDROOM UNITS
x
5@10' ROAD Gallin Beeler Design Studio
54
Architect
INLET
6
GRT 369.28
INV 366.9
38 TOTAL UNITS 23 Washington Avenue
570
390
Pleasantville, NY 10570
400
410
548
380
550
510
0
52
0
54
SOUTH
0
55
15"
0
0
BEB Capital
57
56
Applicant
Owner/
26 Harbor Park Drive
16 2 BEDROOM UNITS Port Washington, New York 11050
368
N
15 3 BEDROOM UNITS
LEXINGTO
15"
AVENUE
460
470
450
NO. REVISION DATE
54
8
31 TOTAL UNITS 1 MODELED ADDITIONAL SLOPE RANGES
480
INLET
500
GRT 367.44 A
490
INV(A) 365.6
570
560
INV(B) 364.5 B
0
58
540
550
0
15"
6
51
54
530
520
590
4
TOTAL
54
34 2 BEDROOM UNITS
590
450
INLET 2
54
GRT 366.33 A
CRAWFORD
370
440
INV(A) 364.4
430
420
380
35 3 BEDROOM UNITS
400
410
390
INV(B) 364.2
"
15 B
0
54
INLET A ROAD
GRT 366.16
INV(A) 364.0
INV(B) 363.7
B
APPROXIMATE 350' LONG
580
69 TOTAL UNITS
LIMIT OF
DISTURBANCE
57
0
538
Slopes Table DTS PROVIDENT
NORTH
366
536
Appr
From To Area (sf)
4@5' Number Color Civil Engineers, Landscape Architect and Planner
AVENUE
REGINA
DTS Provident Design Engineering, LLP
0
208,953.31
56
534 1 0.00% 15.00%
One North Broadway White Plains, NY 10601
532 2 15.00% 20.00% 119,559.57 DISTURBANCE AREA P: 914.428.0010
F: 914.428.0017
NORTH: 5.7 ACRES
15"
3 20.00% 25.00% 115,887.29
x
x
530 © DTS Provident Design Engineering, LLP
x
490
Certificate of Authorization #0017846
x
75,873.42
x
4 25.00% 30.00%
SOUTH: 4.3 ACRES
500
380
528
480
470
370
8"
x
550 UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 (ENGINEERING),
460
MH SEWER
RIM 363.24
5 30.00% 35.00% 46,179.84 SECTION 7209 (2), IT IS A VIOLATION OF THIS LAW FOR ANY PERSON, UNLESS
450
x
INV 358.8
526 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO
x
430
ALTER THIS DOCUMENT
420
440
6 35.00% 40.00% 40,769.91
x
524
540 NOTE: SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR
390
410
400
TOTAL: 10.0 ACRES
x
REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF
522
7 40.00% 398.68% 69,998.36 DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED
x
AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED
36
4
PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO
x
520
5 ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION
8"(C) LAWRENCE OF DTS PROVIDENT DESIGN ENGINEERING, LLP.
x
D x
3"(A)
INLET B 12" 6"(B) 530
ROAD
x
TC 364.14 12" 518 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER
IMPERVIOUS AREA
x
GRT 363.47 A
INV 360.8 B SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE
INLET
ROAD B FOR ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND THIS OFFICE
x
TC 364.06
516
GRT 363.41 MUST BE NOTIFIED OF ANY DEVIATIONS OR VARIATIONS FROM DIMENSIONS
250' LONG
INV(A) UTO (REC)
AND CONDITIONS SHOWN BY THESE DRAWINGS.
NORTH: 2.0 ACRES
x
INV(B) 360.7
INLET 514
540
x
GRT 363.72
THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS,
x
x
INV(A) 361.6
364
INV(B) 361.4
DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH SURFACE
364
INV(C) 361.3 510 512
SOUTH: 1.7 ACRES ANYWHERE IN THE STATE TWO FULL-WORKING DAYS, EXCLUDING DAY OF
x
INV(D) 361.2
12"
0
52 CALL. CONTACT UDIG NY 811 OR 800-962-7962. FOR NEW YORK CITY AND
510
x
x
52
0
LONG ISLAND, CONTACT 811 OR 800-272-4480
508
x
530
2@11'
x
506
x
520 TITLE:
TOTAL: 3.7 ACRES
x 504
450
400
SLOPE ANALYSIS PLAN
440
0
480
490
420
364
460
50
470
430
0
410
502
8"(B)
INLET
GRT 365.81
INV(A) 364.7
C
C
4"(A)
12"
INLET
GRT 375.89
500
498
2025
INV(B) 363.5
510
520
INV(C) 362.4
Seal
496 Scale: 1" = 60'
494
Date: 12/23/2025
366
0
50
Drawn By: JLM
Checked By: RPP
Project No.: 1085
Dwg. No.:
C-800
Page 6
2026 PROPOSED PLAN
Page 7
N.Y.S.P.C.S. (EA
PROJECT
8
7 2.3 .43 5
6.7
EMERGENCY EGRESS SKYVIEW
7 9
39 7.
39
BC C39
396
NORTH DEVELOPMENT AREA - APARTMENT
7
T
40 02.3 40
3211/3219 East Main Street
ONLY OR DRIVEWAY
7
BUILDINGS 9/17/19 Regina Avenue
394
4
2.3
05
WIDENED TO 24' FOR 5 Skyview Avenue
2.
39
2. .70 3
3275 Lexington Avenue
39 93 2.7
392
BC C3 39
ENTRY/EXIT
93
2 apartment buildings with first floor garage and
79
74
T
410
2.
3.
Town of Cortlandt, New York
39
39
420
98
2.
39
390
10
8.
2 floors of apartments
7. .74
38
32
38 87
BC C3
43
T
8.
IN 38 5
389.5+389.5 FOR APPROVAL PURPOSES ONLY
430
0
40
49
A 9. NOT APPROVED FOR CONSTRUCTION
388
77 38 50
8. .96
Unit Breakdown: M
5
3.9 5
38 3.5 .1
0 38 88
TC C3
9.
38 9.7
38
5
T ET
TC C38 384 B
B 0
.9
440
77
386
8
6 1BR x 4 floors = 24 1 BEDROOM (3 affordable) 38
4. 38 8.19 .67
450
S E 96 38 388
384
5. .43
38 85
EA TR
TC C3
6 2BR x 4 floors = 24 2 BEDROOM (3 affordable) B
38
6.
05
APPROXIMATE
382
8
BUILDING SET BACK FROM 9.8 3
37 9.4
6
LIMIT OF
S 0.1 8
Total: 48 UNITS (6 affordable) TC C37
B 38
38
0.7
5
TC C38
4
4.3 3 4.3 0
38 3.1 8 38 83.5
3 DISTURBANCE
380
4.3 9
EAST MAIN STREET WITH B
38 .38 84.0
460
4 3
415
0
38
40
4
5.9 6
37 5.5 5 4
6.4%
ROOM FOR LANDSCAPING TC C37
410
6.3 0.5 1 81
B 38 0.5 0.8
Parking: 37 TC C38
B 38
38
0.7 GARAGE AT FIRST LEVEL
ALONG MAIN STREET 0
378
6.7 9
376
37
25 spaces/building = 50 garage spaces
8
4
3.3
2
7 378
.07 BW
38
20' REDUCES IMPERVIOUS
374
7.9 39
470
4
2.0 6 37 7.3 7.9 9
37 1.5 TC C37 37 8.7
23 surface parking spaces TCC37
B 2.0
0 1
B
9
37
AREA AND REQUIRED
420
37 6.6 4 6.7
3 37 5.7 37
2.5 TC C37
372
37 B
Total: 73 spaces = 1.5 space/unit 3
2.8 0
1
STORMWATER
390
37 .8 5.6
NORTH
.21 TCC372 37 0
68 .82
TCC3367 B 9 37
6.3
+398
370
B 3.4 BW
1 37
398
36
8.3
36
8.6
1
8
MANAGEMENT
368
3.88
0
.35 37 4.85
40
64 .92
TCC3363 .62 37
B 69 .13 BW
TCC3369 9
6.8%
366
1 B 9.7
4.4 36 9.14
36
36
4.7
5 36
BW
37
2.6
4
02
40 FLAT ROOF PROVIDES
364
393
.55
65 .09
TCC3365 9 +393 OPPORTUNITY FOR
362
B 5.6
22'
380
36 5.07
36
8.9
4
36
5.6
4
3@2' FOR GREEN ROOF OR
360
35
9 .13
9.4 61 .29
35 TCC3360
.80
B
3.7
4
22' 15' SOLAR
358
54 .34 36
TCC3354 BW
B
8
.14 +390
220 LF 384+
356
5.5 59 .62
35
TCC3358
+
B
2 BW360.56
5.5
+390
354
35 N/F LANDS OF N/F LA
LANDS OF
25'
395
.21 390 8
50 .77
TCC3349 SKYVIEW/WESTVIEW, LLC 412 SKYVIEW/WESTVIEW,
/W LLC
B
352
0.0
0 .26 CONTROLOL #402920502
3
35 53 .79 CONTROL #4402920495
357.5
TCC3352
B
350
3
3
BC358.6
5
0
TC359.1
7
9.8 2
364+
358.0
BW359.7
34 4.4
35
.16
50 .68
BC
380+ 5% 7'
354
TCC3349 35
0
.84
400
TC3577.2
2
5
B .5
353
BW357.3
358
150 LF
BC35
0
35
41
0 .3
351
357.0
22'
348
.4
346
0
359
.58
TC3599.0
BC35
3:1SLOPE 46
3
359.5
0
394 450 THIS DRAWING IS OF A PRELIMINARY NATURE AND IS
+
+394 440
0
SUBJECT TO REVISIONS BASED ON TOPOGRAPHIC AND
.52
357.2
TC3599.1
26'
BOUNDARY SURVEYS; SUBSURFACE SOIL CONDITIONS;
BC35
402
4 ZONING ORDINANCES; AND REGULATORY APPROVALS
470
E
VENU
401
360
BW360.10
APPROXIMATE LIMIT OF Zarin & Steinmetz
+424
Attorney
DISTURBANCE (TYP.) 81 Main Street, Suite 415
361.15
White Plains, New York 10601
361.03
360.32
359.7
480
40
361.32
AA
0
2.5% 402
361.38
10 S
+420
REGIN
402
HP +402
4
pace
Gallas Surveying Group, LLC
SWM
Surveyor
2865 US Route 1
3
North Brunswick, New Jersey 08902
+410
15 S
62.72 362.1
390
2.5%
s
362.1 362
410
7
3
p
362.8
361.7
36
aces
N/F LANDS OF
10 401
EASTVIEW/SOUTHVIEW Gallin Beeler Design Studio
Architect
402 23 Washington Avenue
REALTY
4
Pleasantville, NY 10570
363.2
CONTROL #410270093
364.03 26'
0
364
38
15'
430
BEB Capital
3
363.9
Applicant
362.8
364.68
Owner/
26 Harbor Park Drive
440
Port Washington, New York 11050
365.02
450
460
REGIN
470
420
6
0
BC356.7
TC337.2
9% 4412 411
NO. REVISION DATE
365.84
366
1
366.5
3
A
BW368.2
364.7
391
366.97
9%
390
+387
0
49
368.13
390
1
8
368.0
368.27
380
3
36
384
31'
480
384 384
410
DTS PROVIDENT
381
24'
8% ' N/F LANDS
AND OF Civil Engineers, Landscape Architect and Planner
C:\USERS\DMAIELLO\DC\ACCDOCS\DTSP\1085_SKYVIEW-WESTVIEW CORTLANDT\PROJECT FILES\SKETCHES\PRELIMINARYSITEPLAN ALT28I-L WITH TOPO
376
371.08
371
20 410+ SKYVIEW/WESTVIEW,
/WES LLC DTS Provident Design Engineering, LLP
19'
370
370+370 One North Broadway White Plains, NY 10601
369.36
371.13 410 CONTROL
ROL #402920502
371.62
390 +390 290 LF P: 914.428.0010
F: 914.428.0017
+436
369.17
436 © DTS Provident Design Engineering, LLP
390 Certificate of Authorization #0017846
N/F LANDS OF
404 UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 (ENGINEERING),
EASTVIEW/SOUTHVIEW
USE EXISTING 418
SECTION 7209 (2), IT IS A VIOLATION OF THIS LAW FOR ANY PERSON, UNLESS
ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO
0
REALTY
40
ALTER THIS DOCUMENT
CONTROL #410270093
DRIVEWAY
0
4
NOTE: SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR
369.5
41
REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF
DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED
SWM WILL STILL HAVE SOME AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED
LOCATION
369.66
PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO
1
ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION
369.3
0
OF DTS PROVIDENT DESIGN ENGINEERING, LLP.
WALLS (3@9') BUT MINIMAL
42
9.73
(TOWN ROAD) N/F LANDS OF WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER
369
SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE
15 Spaces
FOR ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND THIS OFFICE
EASTVIEW/SOUTHVIEW REALTY
CONTROL #410270093 IN STEEP SLOPES MUST BE NOTIFIED OF ANY DEVIATIONS OR VARIATIONS FROM DIMENSIONS
AND CONDITIONS SHOWN BY THESE DRAWINGS.
THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS,
10 Spaces
DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH SURFACE
ANYWHERE IN THE STATE TWO FULL-WORKING DAYS, EXCLUDING DAY OF
CALL. CONTACT UDIG NY 811 OR 800-962-7962. FOR NEW YORK CITY AND
TURN OUT FOR FIRE TRUCK LONG ISLAND, CONTACT 811 OR 800-272-4480
369.43
372.7
TITLE:
367.6
NORTH SITE PLAN
369.51
368.89
390
ORIGINAL
400
2026
410
30'
380
30' LIMIT OF Seal
Scale: 1"=60'
DISTURBANCE Date: 5/18/2026
Drawn By: RPP
368.40
Checked By: RPP
Project No.: 1085
96
3
Dwg. No.:
SK-28 IL
Page 8
r DEN
ds " me ‘i . I GB APARTMENTS - AERIAL VIEW SEPTEMBER 28, 2026
> and Use a a
(GALLIN BEELER
Page 9
GB* DTS : PROvI DENT GB APARTMENTS - APPROACH SEPTEMBER 28, 2026
Intelligent Land Use ant aati eates
Page 10
PROJECT
542.
54
2
SKYVIEW
541.19
75
3211/3219 East Main Street
542.
54
4
549.11
9/17/19 Regina Avenue
549.50
1
6.9
5 Skyview Avenue
54
3
3275 Lexington Avenue
54
5.1
54
6
548.97
2
4.3
54 Town of Cortlandt, New York
549.64
570
548
.83
550
FOR APPROVAL PURPOSES ONLY
510
546
0
52
5
2.4 NOT APPROVED FOR CONSTRUCTION
549.70
55
549.44
0 5
54 2.1
55
0
55
0
70
0
57
56
548.
548.80
549.20
549.33
548.82
TW550.29
BW548.77
548.37
549.20
SOUTH DEVELOPMENT AREA -
547.93
8
54
2 AND 3 BEDROOM TOWNHOMES
480
500
490
0
57
560
0
58
11 2 BEDROOM UNITS (2 affordable)
BW545.90
545.51
546.15
540
550
0
6
51
54
530
520
8 3 BEDROOM UNITS (1 affordable) 590
19 TOTAL SUNITS
OF (3 affordable)
543.38
VIEW, LLC 4
54
2920502
TW546.87
BW543.43
541.80
542.57
Parking:
590
2
54
538.25
2 sp/unit driveway parking = 38 spaces 538.17
0
54
BW542.25
539.88
537.92
5 visitor spaces = .25 spaces/unit
540.32
N/F LANDS OF
BSI LEXINGTON AVENUE, LLC 580
CONTROL #510103519
539.23
APPROXIMATE 538
LIMIT OF 57
0
NORTH
BW539.00
DISTURBANCE
536.24
9
535.8
NO DEVELOPMENT
535.87
536
HERE DUE TO
BW538.00
0
56
534
STEEP GRADES THIS DRAWING IS OF A PRELIMINARY NATURE AND IS
SUBJECT TO REVISIONS BASED ON TOPOGRAPHIC AND
BOUNDARY SURVEYS; SUBSURFACE SOIL CONDITIONS;
532 ZONING ORDINANCES; AND REGULATORY APPROVALS
531.00
531.36
531.28
LEXINGTON
Zarin & Steinmetz
Attorney
530 81 Main Street, Suite 415
490
White Plains, New York 10601
+562
500
528
480
550
546 Gallas Surveying Group, LLC
Surveyor
550
552 2865 US Route 1
+551
17'
548
9.72
16'
526 North Brunswick, New Jersey 08902
525.43
BW527.11 BW52
525.74
525.85
22'
54
549
SWM 50
550
552 1
551 54
546
8
548 524
540
+511
526
511 Gallin Beeler Design Studio
521.87
516
Architect
23 Washington Avenue
18' 24' 522 Pleasantville, NY 10570
520.68
20'
520.85
528
52
539
N/F LANDS O
OF 3
536
53 517.07
518
5
540 541
2% 542 26' 520
8
EW/SOUTHVIEW REALTY,
EW
EASTVIEW/SOUTHVIEW R LLC 538
BEB Capital
Applicant
CONTROL #420800187
#42080
+518
Owner/
+519.5 518.8 26 Harbor Park Drive
20'
530 518.5
518.
24'
517.55
10'
519.5
9.5
10% 524.5 518 516.10
Port Washington, New York 11050
10%
24'-0"
5%
24'
6% 10% 540.1
+535 529.5
24'
24
516.35
513+513 +519.5 HP +544.5
0
516.90
537.6 53
535
4'
4
519.5 539.5 516
514.5
+529
5
529.5
539.5 544.5 NO. REVISION DATE
514
R2 540
20'
514
20'
504
4
20'
20'
5'
51
2% 517 18
51
518 524
5 4
26' SWM 512
510.25
0
510.83
539
511.00
528
8 535
535 0
7 52
24' 526
526 537
510
513
503
52
03
0
508
17
517 518 26' 530
26' 524
4 529
529
526 528 5
525 506
512
527
DTS PROVIDENT
502
+511
511 520
504
501.96
480
490
50
502.50
0
Civil Engineers, Landscape Architect and Planner
C:\USERS\DMAIELLO\DC\ACCDOCS\DTSP\1085_SKYVIEW-WESTVIEW CORTLANDT\PROJECT FILES\SKETCHES\PRELIMINARYSITEPLAN ALT28I-L WITH TOPO
502.76
502 DTS Provident Design Engineering, LLP
499.56
One North Broadway White Plains, NY 10601
ORIGINAL BW499.97 500
501.02 P: 914.428.0010
F: 914.428.0017
LIMIT OF BW498.8
8 498 TC49
© DTS Provident Design Engineering, LLP
Certificate of Authorization #0017846
DISTURBANCE 520
510
BC49 8.20
7.86
497.26
UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 (ENGINEERING),
496 SECTION 7209 (2), IT IS A VIOLATION OF THIS LAW FOR ANY PERSON, UNLESS
BW498.07 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO
ALTER THIS DOCUMENT
493.15
493.33
493.05
494 NOTE: SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR
REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF
DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED
AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED
0
50
PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO
ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION
OF DTS PROVIDENT DESIGN ENGINEERING, LLP.
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER
SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND THIS OFFICE
MUST BE NOTIFIED OF ANY DEVIATIONS OR VARIATIONS FROM DIMENSIONS
AND CONDITIONS SHOWN BY THESE DRAWINGS.
THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS,
DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH SURFACE
ANYWHERE IN THE STATE TWO FULL-WORKING DAYS, EXCLUDING DAY OF
CALL. CONTACT UDIG NY 811 OR 800-962-7962. FOR NEW YORK CITY AND
LONG ISLAND, CONTACT 811 OR 800-272-4480
TITLE:
SOUTH SITE PLAN
2026
Seal 1"=60'
Scale:
Date: 5/18/2026
Drawn By: RPP
Checked By: RPP
Project No.: 1085
Dwg. No.:
SK-28 IL
Page 11
GB* DTS + PROVIDENT GB TOWNHOUSE - EAST FACING SEPTEMBER 28, 2026
Intelligent Land Use an
(GALLIN BEELER DEsioNSTUDIO
Page 12
PROJECT
NORTH DEVELOPMENT AREA - SKYVIEW
41 4.28
3.76
BC 41
2 APARTMENT BUILDINGS
TC
3211/3219 East Main Street
3.93
41
4
41
TC 4.16
NORTH AND SOUTH
41 5.03
4.60
41
9/17/19 Regina Avenue
BC 41
ONLY
5.16
9.99
41
41
BW
41
2
TW
5 Skyview Avenue
DEVELOPMENT AREAS
41
0
3275 Lexington Avenue
24
9.48
TW 411.
1.88
0.07
40
BW
41
first floor garage and 2 floors of apartments
41
40
40 5.26
8
4.92
BC 40
Town of Cortlandt, New York
TC
6.23
40 6.29
6.84
40
BC 40
TC
40 7.32
40 6.73
406
40
7.02
24 1 BEDROOM UNITS
404
Unit Breakdown:
39 0.30
9.90
BC 40
TC
GS
402
FOR APPROVAL PURPOSES ONLY
35 2 BEDROOM UNITS
G
1.18
65
40 2.33
2.37 87
0.
6 1BR x 4 floors = 24 1 BEDROOM (3 affordable)
1.
40
40
BC 40
NOT APPROVED FOR CONSTRUCTION
N.Y.S.P.C.S. (EAST), NAD 83
TC
400
ONLY
40
5. 3
8 3 BEDROOM UNITS
39 6.0
57
398
6 2BR x 4 floors = 24 2 BEDROOM (3 affordable)
BC 39
TC
19
6.
39
78
7.4 5
39 7.9
3
6.
39
BC 39
396
TC
7
.3
37 2
2. 40
Total: 48 UNITS (6 affordable) 67 TOTAL UNITS
40
37
394
2.
40
5
2.0
39
2.9.70 3
39 93 2.7
392
BC 3 39
3
9
TC
74
3.7
410
2.7
39
39
420
8
2.9
39
390
0
8.1
7.3.74
38
2
38 87
Parking:
BC 3
TC
3
8.4
IN 38
DISTURBANCE AREA
430
389.5
0
40
49
MA T
9.4
388
7 38 0
8.7.96 9.5 5
8
95
3. 55 0 38 88 38 9.7
38 3. .1 TC C3
38
25 spaces/building = 50 garage spaces
TC 38 384 B
BC 0
T 8.9
440
7
386
E 38
4.7 38 8.119 .67
NORTH: 5.1 ACRES
450
S E 6 38 388
384
5.9.43
38 85
EA TR
TC C3 5
B 6.0
38
23 surface parking spaces
382
88
9. 43 16
S 37 9.
TC 37
BC 38
0.
0.
75
4.
38 3.
34
4 133
TC C33883
4.
38
38 3.50
388 38
SOUTH: 3.6 ACRES
380
38 BC 4. 09
38 38 4.
460
4. 38
415
0
338
40
5.9456
Total: 73 spaces = 1.5 space/unit 37 5. 54
410
TC 37
BC 6.35 0. 51
38 0. 81
37 TC C33880 38
0.
BC
TOTAL: 8.7 ACRES
38
0.79
378
6.70
376
37
8
3.34
07 38
7 378. BW
20'
374
7.9239
470
2.04 37 7. 7..997
37 1.56 TC 37 3777 8.79
TC 37 BC 37
BC 2.00
6.6174 6.79
420
37 7
37 5. 337
2.53 TC 37
3
372
37 BC
2.8380 5.61
390
37 2.80
NORTH
8.21 TC 37
3 37
TC36 7.82 BC 6.30
36 37
370
BC 33.49 BW
337
8.31 398
36
8.61
IMPERVIOUS AREA
368
36 3.88
0
40
4.35 37 4.85
TC36 3.92 37
BC
36 9.62 BW
TC36 9.13
36
366
4.41 BC 9.79
36 36 99..1144
336 64
2 64
4.75 72. 402
36 W37
W3
BBW
364
393
TC36
5.55
36
5.09
NORTH: 1.4 ACRES
362
BC 5.69
22'
380
36 5.077
36 644
5..6
8.94 336665
360
35
9.49 1.13
35 TC36 0.29
36
22' 15'
SOUTH: 1.1 ACRES
BC 4
74
4.80 3..7
358
36
TC35 4.34 BW
35
BC
5.58 9.14
356
35
TC35 8.62 +
35
BC
5.52 BW360.56
354
35 N/F LANDS OF N/F LANDS
F LA
LAN
A N OF
25'
395
390 8
TOTAL 2.5 ACRES
0.21
TC35 9.77 412 SKYVIEW/WESTVIEW,
W/WE
W/ LLC
BC
34 SKYVIEW/WESTVIEW, LLC
352
0.00 3.26 CONTROL
RO L #
RO #402920502
357.53
35 TC35
35
2.79 CONTROL #4402920495
BC
350
BC358.63
TC359.13
358.00
9.85
BW359.77
34 4.42
35
0.16
9.68
BC
7'
354
TC35 35
TC3577.20
.84
34
400
2
BW357.35
BC
353.5
358
BC35
0
35
41
0 351.3
357.0
22'
348
346.4
TC3599.00
359
.58
BC35
359.53 46
0
394 440 450
TC3599.10
.52
357.2
26'
BC35
402
APPROXIMATE
470
AVENUE
360
401
BW360.10
APPROXIMATE LIMIT OF
DISTURBANCE (TYP.)
LIMIT OF
361.15
361.03
360.32
359.7
480
40
361.32
0
361.38
402
DISTURBANCE
GINA
402
SWM
EG
E
RE 72 362.13
390
362.17362
410
362.83
62.7
362.
361.7
N/F LANDS OF
10 401
EASTVIEW/SOUTHVIEW
402 532.49
REALTY
363.24
CONTROL #410270093
3
534.4
9
534.1
6
534.7
364.03
0 26'
364
38
364
15'
430
363.93
362.8
364.68
440
365..02
02
450
53
6
460
36
470
6.85
420
76
BC356.76
0
TC337.20
53
412 411
THIS DRAWING IS OF A PRELIMINARY NATURE AND IS
7.79
53
53 6.9
53
365.84
8 0
53
366
SUBJECT TO REVISIONS BASED ON TOPOGRAPHIC AND
366.51
7.2
3
540
BW368.23
364.7
2
538.7
53
BOUNDARY SURVEYS; SUBSURFACE SOIL CONDITIONS;
2
391 7.50
538.9
540
539.69
ZONING ORDINANCES; AND REGULATORY APPROVALS
53
366.97
7.
69
390
53
2
3
7.
54
0
38
49
0
543.8
368.13
7
54
390
543.6
3.
Zarin & Steinmetz
368.01
1
0
8
543.4
368.27
538
380 4
36
384 54
31'
480
Attorney
384 384 550
81 Main Street, Suite 415
545.2
410
538.8
24'
381
White Plains, New York 10601
538.1
N/F LA
LANDS
AND
AN
A DS OF
D 546
376
'
3
371
20
0
SKYVIEW/WESTVIEW,
W/W/W
WE
W ES
E ST
S LLC
19'
371.08
546.3
.64
370
APPROXIMATE
7
370 371.13
547.7
369.36
547
410 CONTROL
TR
T RO
ROOLL##402920502
.33
371.62
547
390
369.17
539.81
8
2025 LIMIT OF
6
54
436
539.08
390
N/F LANDS OF
404 560
0
EASTVIEW/SOUTHVIEW
50
418
DISTURBANCE Gallas Surveying Group, LLC
0
REALTY
549.13
40
0
547.6
Surveyor
54
549.05
CONTROL #410270093
540.46
549.38
540.92
0
369.54
2865 US Route 1
41
SWM
North Brunswick, New Jersey 08902
369.66
541.52
369.31
0
42
.79
369.73
54 540.60
542
N/F LANDS OF 2
541.19
EASTVIEW/SOUTHVIEW REALTY
.75
CONTROL #410270093
542
54 540.64
4
549.11
549.50
6.91
54
Gallin Beeler Design Studio
369.43
372.7
54
Architect
5.13
6
54
548.97
4.32
23 Washington Avenue
367.6
54
549.64
369.51
368.89
570
Pleasantville, NY 10570
390
400
410
548
380
3
546.8
550
510
0
52
45
2.
549.70
55
549.44
0 5
54 2.1
55
368.40
0
55
0
BEB Capital
548.70
0
57
56
Applicant
Owner/
26 Harbor Park Drive
367.96
368.33
370.6
Port Washington, New York 11050
548.80
549.20
368.40
368
549.33
548.82
TW550.29
BW548.77
365.8
548.37
549.20
460
470
450
547.93
NO. REVISION DATE
370.7
8
367.53
367.53
54
BW368.70
367.05
480
500
490
570
560
0
58
BW368.34
BW545.90
365.0
545.51
546.15
540
550
0
6
51
54
530
520
367.08
590
367.32
366.58
BW368.27
N/F LANDS OF
543.38
SKYVIEW/WESTVIEW, LLC 4
54
CONTROL #402920502
368.21
TW546.87
BW543.43
364.4
366.82
366.27
541.80
542.57
590
450
2
54
538.25
370
440
430
366.27
420
380
400
366.73
410
390
538.17
0
BC366.18
TC366.42
54
BW542.25
539.88
537.92
366.55
540.32
N/F LANDS OF
APPROXIMATE BSI LEXINGTON AVENUE, LLC
APPROXIMATE
366.59
580
CONTROL #510103519
364.9
539.23
2025 LIMIT OF LIMIT OF 538
DTS PROVIDENT
366.32
0
57
Slopes Table
NORTH
366.36
DISTURBANCE
364.5
DISTURBANCE
BW539.00
366
536.24
535.89
535.87
BC365.38
TC365.53
536
Number From To Color Area (sf) Civil Engineers, Landscape Architect and Planner
C:\USERS\DMAIELLO\DC\ACCDOCS\DTSP\1085_SKYVIEW-WESTVIEW CORTLANDT\PROJECT FILES\SKETCHES\PRELIMINARYSITEPLAN ALT28I-L WITH TOPO
365.96
365.94
DTS Provident Design Engineering, LLP
BW538.00
0
208,953.31
BC365.25
56
TC365.25
364.5
534 1 0.00% 15.00% One North Broadway White Plains, NY 10601
36
9.15
P: 914.428.0010
2 15.00% 20.00% 119,559.57
SOUTH DEVELOPMENT AREA - 532 F: 914.428.0017
365.99
531.00
531.36
531.28
370.71
363.6
3 20.00% 25.00% 115,887.29 © DTS Provident Design Engineering, LLP
BC364.74
BC365.59
TC364.95
TC365.78
530
2 AND 3 BEDROOM
490
Certificate of Authorization #0017846
365.02
4 25.00% 30.00% 75,873.42
366.7
363.0
500
380
528
480
470
370
550 UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 (ENGINEERING),
460
BC365.38
TC365.53
BC365.25
TC365.25
TOWNHOMES
364.32
46,179.84 SECTION 7209 (2), IT IS A VIOLATION OF THIS LAW FOR ANY PERSON, UNLESS
546
5 30.00% 35.00%
450
550
363.0
552
364.9
17'
548 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO
BW529.72
16'
526
525.43
ALTER THIS DOCUMENT
525.74
525.85
22'
430
420
440
549
SWM 550 546
6 35.00% 40.00% 40,769.91
BW527.11
552 551
27..
364.22
527
548 524 NOTE: SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR
540
390
410
BC365.22
TC365.65
TC366.46
400
BC365.94
REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF
363.95
526
511
521.87
516
7 40.00% 398.68% 69,998.36 DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED
18' 24' 522 AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED
20. 8
520.68
36
20'
BC363.75 BC365.79
TC364.26 TC364.30
520.85
11 2 BEDROOM UNITS (2 aff.)
4
PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO
528
539
TC366.73 N/F LANDS OF 536 517.07 ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION
518
540
BC363.70
TC364.33
BC366.31 541 520
542 26'
EASTVIEW/SOUTHVIEW REALTY, LLC 538 OF DTS PROVIDENT DESIGN ENGINEERING, LLP.
362.9
CONTROL #420800187 518.8
20'
530 518.5
8 3 BEDROOM UNITS (1 aff.)
24'
517.55
10'
519.5
518
WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER
364.00
524.5 516.10
365.34
376.27 SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS AND CONDITIONS ON THE PROJECT AND THIS OFFICE
24'
540.1 529.5
DS365.95
24'
516.35
90
516.90
6.3
513 535
6.
514.5 519.5 544.5 539.5 537.6 516 MUST BE NOTIFIED OF ANY DEVIATIONS OR VARIATIONS FROM DIMENSIONS
DS377.01
19 TOTAL UNITS (3 affordable)
5
539.5
5
529.5 AND CONDITIONS SHOWN BY THESE DRAWINGS.
BC363.85
TC364.49
363.69
365.03
514
R2 540
20'
514
THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS,
20'
504
364.02
20'
364
20'
5' DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH SURFACE
364
510 517 518 524 26' SWM 512
ANYWHERE IN THE STATE TWO FULL-WORKING DAYS, EXCLUDING DAY OF
25
510.25
510.83
539
511.00
528
365.46
535 0
537 52 CALL. CONTACT UDIG NY 811 OR 800-962-7962. FOR NEW YORK CITY AND
BC364.44
526
TC364.79
24'
DS376.98
376.46
DS365.98
510
LONG ISLAND, CONTACT 811 OR 800-272-4480
513
503
363.9
52
0
Parking:
508
517 518 26' 530
8 26' 524 529
TC362.2 6 526 528 525 506
BC361.7
TITLE:
512
527
502
364.78
364.60
511 520
364.56
365.50
2 sp/unit driveway/garage parking CONCEPTUAL ALTERNATIVE PLAN
504
501.96
450
400
440
480
490
420
364
460
50
502.50
470
430
0
DS365.97
410
502.76
DS377.04
TC362.99
BC362.5
6 502
499.56
501.02
2026
376.15
364.1
= 38 spaces
BW499.97 500
366.03
BC364.91
TC366.45
365.30
BW498.88
498 TC498.20
BC497.8
510
520
6
Seal 1"=60'
365.21
497.26
DS367.35
Scale:
5 visitor spaces = .25 spaces/unit
496
GF367.34
BW498.07
493.15
493.33
Date: 5/18/2026
493.05
494
366
0
GF367.30
Total: 44 spaces = 2.25 sp/unit
BC365.62
TC366.16
50
365.75
365.87
367.30
Drawn By: RPP
364.5
DS367.34
Checked By: RPP
Project No.: 1085
Dwg. No.:
SK-1
Page 13
EET PLAYGROUND
STR
IN
T MA
S
EA APARTMENT BUILDINGS
REGIN
A
RETAINING WALLS
STORMWATER MANAGEMENT
WOODED AREA
LEXINGTO
STORMWATER MANAGEMENT
DOWNHILL UNITS
UPHILL UNITS
N AVE
ONGRADE UNITS
PLAYGROUND
SITE PLAN - RENDERED SEPTEMBER 28, 2026
Page 14
TO: Town of Cortlandt Planning Board
FROM: Christopher Lapine, PE, LaBella Associates, DPC
DATE: September 10, 2026
RE: PB2026-12 - 44 Regina Avenue – Site Development Plans Self Storage
LaBella has performed a review of the submittal for “Site Development Plan For Cortlandt Self Storage,
LP’” located at 44 Regina Avenue, Cortlandt Manor, New York.
The following documents were submitted for our review:
• Site Development Plan – Site Development Plan For Cortlandt Self Storage, L.P., prepared by
Cronin Engineering, last revised 8/19/26 (5 Sheets)
Our office offers the following comments:
Administrative
1. LaBella performed a cursory review of the current site conditions to identify discrepancies between
the adopted Resolution No.1-07, dated January 11, 2007 and approved Sheet 1 of 1 titled Site Plan
of Additional Buildings – Cortlandt Self Storage Complex at Regina Avenue dated January 25, 2006
and last revised January 15, 2008, as prepared by Ralph Mastromonaco for the development
plan. The following were noted:
a. Access drive to the rear of buildings 6 and 7 (formerly identified as 1 and 2 on approved
plan) was added.
b. Multiple retaining walls were constructed to support the rear access drives to buildings 6
and 7 (formerly identified as 1 and 2 on approved master development plan).
c. Parking was added to the southwest corner of building 6 (formerly identified as building 2
on the approved master development plan).
d. Parking has been added to the west and south of building 5 (formerly identified as building
E on the approved master development plan).
e. Trailer storage in rear of building 8 (formerly identified as building E on the approved
master development plan).
f. Building 8 (formerly identified as building 3 on the approved master development plan)
was shifted south from the original location.
These items should be referenced For Planning Board consideration as part of the site plan
approval for the new building.
Page 15
Page 2
2. Provide a removals plans identifying asphalt, structures, and utilities to be removed.
3. Provide retaining walls calculations for sliding, overturning, and global stability for constructed
walls over 3-ft on-site. Provide details for the associated site improvements.
4. ALL approvals must be received by regulatory agencies having jurisdiction prior to
commencement of ANY construction activities.
5. Per Chapter 259, a steep slope analysis and finding statement may be required.
6. Per Chapter 179, a wetland finding statement may be required.
7. Firematic response comments are pending referral to DOTS – Code Enforcement and the Lake
Mohegan Fire Department upon revision of the plans.
These items should be noted in the proposed Site Development Plans and include an updated drainage
analysis for the site.
Sheet SP-1.1 – Site Development Plan
1. Extend the water line easement to encompass the hydrant near building 9.
2. Provide a dimensional bulk table for the site, legend, and Town Signature Block on the plans.
3. Note the previous site changes to the site.
4. Number all buildings.
Sheet SP-1.2 - Site Development Plan
1. The Planning Board Chairman requested physical barrier (i.e. fence) around the contractor yard
area.
2. Clarify the necessity of 623 sf of asphalt and retaining wall shown to the north of the new building
It appears a majority of the retaining wall and proposed asphalt (623 sf) to the north of the new
building can be removed and a single 5-foot-wide access to the doors can be provided.
3. Identify points of door access to the proposed facility.
4. Provide a note on the plan indicating no exterior equipment storage or container storage is
permitted outside of the areas designated as contractor storage and no outdoor repair of
equipment is permitted.
5. Show relocated sanitary force main, drainage pipe, and drainage structures, footing drains, as well
as proposed drainage infrastructure (including roof leaders and means of conveyance).
6. Provide a note on the plan that sanitary sewer force main and drainage piping to be relocated prior
to building construction. Also note, sanitary force main is to be pressure tested following relocation
in the presence of a Town of Cortlandt Department of Technical Services Representative and
Applicant’s Engineer. A Professional Engineer shall provide a certification of said installation and
testing to the Town.
7. Provide additional capacity for the increase in impervious areas within the stormwater
management basin compared to the original site plan. Note the basin shall be restabilized with
topsoil, seed, and mulch.
8. Please confirm if the area of total disturbance associated with the additional improvements
identified in Administrative Comment 1 and the proposed project exceed the one acre threshold
and thus require a SWPPP under the NYSDEC Redevelopment criteria.
9. Sheet SP1.1 indicates material storage on-site but is not shown on Sheet SP-1.2. Material storage
areas shall be shown along with mechanism of containment to prevent sediment runoff.
10. Show not only spot elevations but proposed contours around the building.
11. Provide new invert at drop inlet with rim 328.9 receiving the new 15-inch drainage pipe.
12. It appears a low point is being created on the southern side of the building, and a catch basin will
be required.
13. Identify the surface area of the storage yards.
Page 16
Page 3
14. Number all buildings.
15. Add a note indicating the conservation easement shall be field staked by a NYS licensed surveyor
prior to Building Permit Issuance. At no point shall the conservation easement be encroached upon.
16. The contractor’s yard extends over the drainage easement. If outdoor storage is permitted over the
drainage easement it shall either be relocated elsewhere onsite, or sufficient notes outlining access
and responsibility to relocate of the outdoor storage.
17. Provide a safety plan on how equipment moves from one side of the site to the other without
interfering with the customers accessing the storage buildings.
18. List the exact equipment proposed to be onsite in the contractor’s yard.
19. Clearly indicate employee vs customer parking.
20. Consider eliminating door locations on Sheet FP-3.1 and Sheet FP-3.2 in the front and rear of the
building to eliminate the needs for stairs in the rear and retaining wall and ramp in the front.
Otherwise show the necessary improvements for Planning Board review and consideration.
21. As indicated at the September Planning Board meeting, please add a note that no storage of
aggregate material will take place within the contractor storage area.
22. Add the following Town Standard notes:
a) All disturbed areas shall be 100% stabilized and planted prior to the issuance of a Certificate
of Occupancy.
b) The applicant shall submit an as-built foundation survey to the Town of Cortlandt prior to
framing
c) Prior to the backfilling of any storm water best management practice, DOTS shall be notified
to perform an inspection.
d) All proposed import fill must be tested and certified as unrestricted, suitable for residential
use in accordance with Town Policy. Certification must be provided by a licensed professional.
All certifications shall be addressed to Town’s Planning Board Engineer. All soil analytics and
reports will be forwarded to the Town’s Planning Board Engineer for review and approval.
e) Prior to acceptance of the road and drainage facilities, the Town will require a certification
from a NYS Engineer that the completed site work and drainage improvements will not cause
an adverse impact to adjoining or downstream properties.
f) Rock ripping will be used wherever possible. If blasting is required, it will require prior approval
from the Town of Cortlandt and an air quality permit from the Westchester County
Department of Health.
g) There shall no processing of excavated materials by a rock crusher or similar equipment on-
site.
h) No retaining wall or foundation drains shall be discharged into the on-site drainage system.
Sheet CD-2.1 – Construction Details
1. Multiple details for sewer installation beneath pavement are provided. Select one and remove the
others.
2. Driveway asphalt section differs from trench replacement details. Please clarify and provide
consistent asphalt sections.
Page 17
From: Michelle Robbins
To: Heather LaVarnway
Subject: Fw: 44 Regina Avenue – Fire Department Review
Date: Saturday, September 19, 2026 8:07:47 AM
Fyi...
Sent from my Verizon, Samsung Galaxy smartphone
Get Outlook for Android
From: Thomas Eade <t >
Sent: Friday, September 18, 2026 10:41:59 AM
To: Michelle Robbins >
Subject: 44 Regina Avenue – Fire Department Review
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you
recognize the sender and know the content is safe.
Good morning, Michelle,
I met with the property owner, Mark Giordano, on September 17th to review the proposed
project at 44 Regina Avenue from the Fire Department’s perspective.
Based upon my site visit and discussion with Mr. Giordano, I have no comments or concerns
regarding the proposed amended site plan.
During the site visit, I asked Mr. Giordano to provide additional identification in the diesel tank
area and to clearly identify the building numbers at the respective buildings. He has since
provided me with a current subdivision map identifying the building numbers and confirmed
that the requested signage will be installed.
Please let me know if you need anything further from the Fire Department.
Thank you,
Thomas Eade
Lake Mohegan Fire District
Fire Chief
PO Box 249
Mohegan Lake, NY 10547
*CONFIDENTIALITY NOTE*
Page 18
The information contained in this E-mail is confidential and is privileged and
exempt from disclosure. It is intended only for the use of the individual(s) or
entity(ies) named in the body of the message above. If the reader of this message is
not the intended recipient, you are prohibited from any dissemination, distribution,
printing or copying of this E-mail. If you have received this E-mail in error,
please immediately notify us by telephone (914)528-1808 and please destroy all
copies and attachments. Thank you.
From: Michelle Robbins < i
Sent: Friday, September 4, 2026 1:55 PM
To: Michelle Robbins < >
Subject: Lead Agency Circulation Notice of Intent for 44 Regina Avenue Town of Cortlandt
Attached please find a Lead Agency Notice of Intent for 44 Regina Avenue, Cortlandt
Manor, NY. The proposed project is an amended site plan for a self-storage facility and
contractor’s storage yard.
Page 19
KATHY HOCHUL KATHY MOSER
Governor Commissioner
September 21, 2026
Heather LaVarnway
Planner
Town of Cortlandt Planning Dept
1 Heady St
Cortlandt Manor, NY 10567
Re: DEC
44 Regina Ave - Cortlandt Self-Storage
44 Regina Ave, Mohegan Lake, NY 10547
26PR07404
Dear Heather LaVarnway:
Thank you for requesting the comments of the Office of Parks, Recreation and Historic
Preservation (OPRHP). We have reviewed the project in accordance with the New York State
Historic Preservation Act of 1980 (Section 14.09 of the New York Parks, Recreation and Historic
Preservation Law). These comments are those of the OPRHP and relate only to Historic/Cultural
resources. They do not include potential environmental impacts to New York State Parkland that
may be involved in or near your project.
Based upon this review, it is the opinion of OPRHP that no properties, including archaeological
and/or historic resources, listed in or eligible for the New York State and National Registers of
Historic Places will be impacted by this project.
If further correspondence is required regarding this project, please be sure to refer to the
OPRHP Project Review (PR) number noted above. If you have any questions, please contact
Olivia Holland at the following email address:
Sincerely,
R. Daniel Mackay
Deputy Commissioner for Historic Preservation
Division for Historic Preservation
New York State Office of Parks, Recreation and Historic Preservation
Division for Historic Preservation, Peebles Island, PO Box 189, Waterford, New York 12188-0189
Page 20
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AMENDED
RE
ST
IN
MA
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EA
SITE DEVELOPMENT PLAN CORTLANDT
CORTLANDT
FOR
CORTLANDT SELF-STORAGE
TOWN OF CORTLANDT SITE
WESTCHESTER COUNTY, NEW YORK
CORTLANDT CORTLANDT
GENERAL NOTES
1. PARCEL TAX MAP DESIGNATION: SECTION: 24.10, BLOCK: 1, LOT(S): 4
100' WETLAND BUFFER
2. TOTAL AREA OF PROPERTY: 785,997 SQUARE FEET (18.044 ACRES).
LOCATION MAP SCALE: 1" = 500'
PROP. FENCE AROUND 3. SURVEY & TOPOGRAPHIC INFORMATION SHOW HEREON IS BASED ON A SURVEY PREPARED BY BADEY & WATSON
OUTSIDE OF SURVEYING AND ENGINEERING, D.P.C. ENTITLED "SURVEY OF PROPERTY PREPARED FOR CORTLANDT SELF-STORAGE,
CONTRACTOR'S YARD L.P..." DATED JULY 2, 2025, LAST REVISED SEPTEMBER 18, 2026.
THE CONSERVATION EASEMENT SHALL
BE FIELD STAKED BY A NYS LICENSED 100 YEAR FLOOD PLAIN 4. PARCEL IS LOCATED IN THE TOWN OF CORTLANDT M-1 (LIGHT INDUSTRIAL) ZONING DISTRICT.
EXISTING STORMWATER SURVEYOR PRIOR TO BUILDING BOUNDARY PER
BASIN TO BE ENLARGED DEPARTMENT PERMIT ISSUANCE. AT NO WESTCHESTER COUNTY 5. PARCEL IS LOCATED IN THE HUDSON RIVER BASIN.
TO ACCOMMODATE POINT SHALL THE CONSERVATION GIS
INCREASE IN IMPREVIOUS EASEMENT BE ENCROACHED UPON.
AREAS SINCE 2007
APPROVAL SEE SHEET SP-1.2 (LARGER SCALE) LIST OF DRAWINGS
PROP. FENCE AROUND SHEET TITLE SHEET NUMBER TITLE ISSUE DATE LAST REVISED
OUTSIDE OF
CONTRACTOR'S YARD
SP-1.1 1 OF 6 AMENDED SITE PLAN JULY 17, 2026 SEPTEMBER 23, 2026
AMENDED SITE PLAN
SP-1.2 2 OF 6 JULY 17, 2026 SEPTEMBER 23, 2026
(LARGER SCALE)
SP-1.3 3 OF 6 SITE ADDITIONS 9/23/2026 -
SEE DETAIL (LARGER SCALE)
FS FS PROPOSED CONTRACTOR STORAGE CD-2.1 4 OF 6 CONSTRUCTION DETAILS AUGUST 19, 2026 SEPTEMBER 23, 2026
FS FS
SELF STORAGE BU AREA #1 (6,430 SF) 60 0 30 60
ILDING NO. 11
FS
40' x 130' (EQUIPMENT, TRUCKS &
CONTAINER STORAGE) FP-3.1 5 OF 6 FIRST FLOOR PLANS AUGUST 19, 2025 SEPTEMBER 23, 2026
4"Ø GRAVITY FS
PIPE FS
FS FS
FP-3.2 6 OF 6 SECOND FLOOR PLANS AUGUST 19, 2025 SEPTEMBER 23, 2026
SCALE: 1" = 60 FT.
FS
APPROXIMATE LOCATION OF EXISTING
EXISTING SEWER
BATHROOM
STRUCTURE & PUMPS
8"Ø GRAVITY SANITARY SEWER MAIN APPLICANT
THROUGH "PONDVIEW" DEVELOPMENT
FS
FS OFFICE
CORTLANDT SELF STORAGE, L.P.
C/O MARK GIORDANO
FS
EXIST 4"Ø GRAVITY PIPE FS
FS FS FS
44 REGINA AVENUE
FS FS FS FS FS FS FS FS FS
CORTLANDT MANOR, NEW YORK 10567
BATHROOM
· UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS
UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS
ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF
ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS
SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE
CONTRACTOR STORAGE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
AREA #2 (3,570 SF) · COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED.
(EQUIPMENT, TRUCKS &
SEE SHEET SP-1.2 (LARGER SCALE)
CONTAINER STORAGE) EXISTING
REFUSE AREA
REVISIONS
5
4
EXISTING PARKING 3 UPDATE FOR PLANNING BOARD RE-SUBMISSION 09-23-2026
AREAS NOT PART OF
OUTSIDE CONTRACTOR 2 UPDATE FOR PLANNING BOARD SUBMISSION 08-19-2026
STORAGE AREAS
1 MOVED BUILDING #11 TO 2' OFF OF EASEMENT 08-03-2026
# REASON DATE
MUNICIPAL TAX IDENTIFICATION:
SECTION: 24.10
BLOCK: 1
LOT: 4
SUBLOT: -
AMENDED SITE DEVELOPMENT PLAN DRAWN BY: AD/JCA
CHECKED: JCA/PMB
PROJECT:
SCALE: 1" = 60' DATE:
GIORDANO
SEPTEMBER 18, 2026
PROPOSED FENCING ON PATRICK M. BELL, P.E.
TWO SIDES OF YARD JOB #: 240101 LICENSE #087679
(THIRD LEFT OPEN FOR
ACCESS)
PROPOSED SPACE FOR
CARGO CONTAINERS
BUILDING
BUILDING CHART
TOWN OF CORTLANDT APPROVAL CRONIN
PROPOSED SPACE
FOR DUMP TRUCKS
NO.
1
AREA (SF)
5,200 SF
CURRENT USE
SELF STORAGE
PROPOSED USE
SELF STORAGE
ENGINEERING
PROFESSIONAL ENGINEERING & CONSULTING
CONTRACTOR STORAGE AREA #2
(3,570 SF)
EQUIPMENT, TRUCKS &
2 10,500 SF SELF STORAGE SELF STORAGE (914) 736-3664
CONTAINER STORAGE).
SURFACE FINISH: 3 5,000 SF SELF STORAGE SELF STORAGE
ASPHALT AND GRAVEL STONE. NO
AGGREGATE MATERIAL TO BE 4 7,250 SF SELF STORAGE SELF STORAGE
39 Arlo Lane
STORED IN YARD Cortlandt Manor, New York 10567
PROPOSED SPACE 5 6,500 SF SELF STORAGE SELF STORAGE
FOR EXCAVATORS
6 7,500 SF SELF STORAGE SELF STORAGE
SITE DEVELOPMENT PLAN
7 6,000 SF SELF STORAGE SELF STORAGE
PROPOSED SPACE FOR
BACKHOES/MISC. EQUIPMENT 4,000 SF
8 SELF STORAGE SELF STORAGE
EQUIPMENT STORAGE OR SELF
AMENDED
9 7,442 SF EQUIPMENT STORAGE
STORAGE SITE DEVELOPMENT PLAN
10 3,000 SF MECHANIC SHOP MECHANIC SHOP FOR
11 5,200 SF N/A SELF STORAGE
CORTLANDT SELF-STORAGE, L.P.
TOTAL 67,592 SF
CONTRACTOR AREA #1 LOCATION:
REGINA AVENUE
TOWN OF CORTLANDT, NEW YORK
SCALE: 1" = 20'
SHEET 1 OF 6 SP-1.1
Page 21
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PROPOSED RELOCATED MA
IN
EXISTING PROPOSED PAVEMENT ST
DRAINAGE LINE ±173' LENGTH EA
DRAINAGE LINE TO AND CURB FOR EXISTING CURB TO BE REMOVED EXISTING WALL PROPOSED NEW BUILDING OVER EXISTING GUIDERAIL TO BE
15" HDPE
BE CUT AND BUILDING ACCESS TO BE REMOVED PERVIOUS GROUND REMOVED FOR PLATFORM
@ 11.5% SLOPE
CAPPED (AREA #3: 471 SF) ASPHALT AROUND (AREA #4: 422 SF) INSTALLATION
BUILDING TO BE
REMOVED
CORTLANDT
CORTLANDT
ANY EQUIPMENT PLACED OVER THE
PROPOSED PLATFORM FOR
DRAINAGE EASEMENT WILL BE
DOOR ACCESS RELOCATED ELSEWHERE ONSITE IF
ACCESS TO THE EASEMENT IS
REQUIRED. WHILE THE DRAINAGE
EASEMENT EXISTS, THERE IS NO
DRAINAGE INFRASTRUCTURE
CURRENTLY INSTALLED IN IT.
SITE
CORTLANDT CORTLANDT
PROPOSED FENCING AROUND
OUTSIDE 3 SIDES OF
PROPOSED SILT FENCE (SEE CONTRACTOR'S YARD (ROAD
DETAIL) SIDE LEFT OPEN FOR ACCESS)
LOCATION MAP SCALE: 1" = 700'
SPACE FOR DUMP-TRUCKS
FS FS FS
FS
FS
FS
A PROPOSED CONTRACTOR STORAGE AREA #1
PROP ENTRANCE SELF STOR
FS (6,430 SF).
DOORS. (TYP. BOTH AGE BUILD
FS SIDES OF BUILDING) ING NO. 11 SURFACE FINISH: GRAVEL STONE 2"
FS (40' X 130') MINUS. NO AGGREGATE MATERIAL
FS FF = 340.9' A IS TO BE STORED IN YARD.
FS 350.1
FS
SF = 350.1'
EXISTIFN
SG P
ARKING AR
FS E A
FS
FS PIT
350
FS CH
FS FS 350.1
FS FS FS FS FS FS
FS
FS
FS
20 0 10 20
FS
EXISTING DROP INLET EXISTING SEWER FORCE SERVICE TO BE REDIRECTED AROUND BUILDING, ELECTRIC MANHOLE PRIOR TO
SCALE: 1" = 20 FT.
RIM = 328.9' CONSTRUCTION. FS IS TO BE PRESSURE TESTED IN PRESENCE OF DOTS, CRONIN ENGINEERING. A
NEW INV IN = 325.6' PROFESSIONAL ENGINEER SHALL PROVIDE A CERTIFICATION OF SAID INSTALLATION/TESTING TO THE TOWN. APPLICANT
FS
EXISTING DROP INLET
RIM = 348.9'
INV OUT = 345.4'
CORTLANDT SELF STORAGE, L.P.
FS
C/O MARK GIORDANO
44 REGINA AVENUE
FS
CORTLANDT MANOR, NEW YORK 10567
FS
· UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS
UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS
FS
ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF
FS ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS
SPACE FOR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE
BACKHOES/MISC. FS DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
EQUIPMENT · COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED.
FS
FS REVISIONS
FS 5
FS
4
SPACE FOR 3 UPDATE FOR PLANNING BOARD RE-SUBMISSION 09-23-2026
EXCAVATORS
2 UPDATE FOR PLANNING BOARD SUBMISSION 08-19-2026
1 MOVED BUILDING #11 TO 2' OFF OF EASEMENT 08-03-2026
# REASON DATE
MUNICIPAL TAX IDENTIFICATION:
SECTION: 24.10
EXISTING
REFUSE BLOCK: 1
LOCATION
LOT: 4
SUBLOT: -
DRAWN BY: AD/JCA
CHECKED: JCA/PMB
PROJECT: GIORDANO
DATE: JULY 17, 2026
PATRICK M. BELL, P.E.
JOB #: 240101 LICENSE #087679
CRONIN
ENGINEERING
SITE PLAN NOTES:
SITE DEVELOPMENT PLAN INCREASE IN IMPERVIOUS AREA CHART PROFESSIONAL ENGINEERING & CONSULTING
(914) 736-3664
1. ALL ROOF LEADERS AND FOOTING DRAINS TO TIE INTO EXISTING DRAINAGE.
2. ALL DISTURBED AREAS SHALL BE 100% STABILIZED AND PLANTED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
SCALE: 1" = 20' REGION PROPOSED AREA (SF)
39 Arlo Lane
3. THE APPLICANT SHALL SUBMIT AN "AS-BUILT" SURVEY OF ALL IMPROVEMENTS TO BE DEDICATED TO THE TOWN OF CORTLANDT FOR
REVIEW AND APPROVAL PRIOR TO ACCEPTANCE OF THE DEDICATION. AREA #1 623 SF Cortlandt Manor, New York 10567
4. PRIOR TO THE BACKFILLING OF ANY STORMWATER BEST MANAGEMENT PRACTICE, DOTS-ENGINEERING SHALL BE NOTIFIED TO
PERFORM AN INSPECTION.
AREA #2 97 SF
5. ALL PROPOSED IMPORTED FILL MUST BE TESTED AND CERTIFIED AS UNRESTRICTED, SUITABLE FOR RESIDENTIAL USE IN SITE DEVELOPMENT PLAN
ACCORDANCE WITH TOWN POLICY. CERTIFICATION MUST BE PROVIDED BY A LICENSED PROFESSIONAL. ALL CERTIFICATIONS SHALL BE
ADDRESSED TO THE TOWN'S PLANNING BOARD ENGINEER. ALL SOIL ANALYTICS AND REPORTS SHALL BE FORWARDED TO THE TOWN'S
AREA #3 471 SF
PLANNING BOARD ENGINEER FOR REVIEW AND APPROVAL.
6. PRIOR TO ACCEPTANCE OF THE ROAD AND DRAINAGE FACILITIES, THE TOWN WILL REQUIRE A CERTIFICATION FROM A NYS ENGINEER
THAT THE COMPLETED WORK AND DRAINAGE IMPROVEMENTS WILL NOT CAUSE AN ADVERSE IMPACT TO ADJOINING OR DOWNSTREAM
AMENDED
AREA #4 422 SF
PROPERTIES. SITE DEVELOPMENT PLAN
7. ROCK RIPPING WILL BE USED WHEREVER POSSIBLE. IF BLASTING IS REQUIRED, IT WILL REQUIRE PRIOR APPROVAL FROM THE TOWN
1,653 SF
FOR
OF CORTLANDT AND AN AIR QUALITY PERMIT FROM THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. TOTAL INCREASE
CORTLANDT SELF-STORAGE, L.P.
8. THERE SHALL BE NO PROCESSING OF EXCAVATED MATERIALS BY A ROCK CRUSHER OR SIMILAR EQUIPMENT ONSITE
9. NO FOUNDATION DRAINS SHALL BE DISCHARCHED INTO THE ONSITE DRAINAGE SYSTEM.
10. THE PROCESSING OF MATERIALS IS NOT PERMITTED ON THE SITE
LOCATION:
REGINA AVENUE
11. AREAS NOT DESIGNATED FOR OUTDOOR STORAGE AND CONTRACTOR'S YARD SHALL NOT BE UTILIZED AS SUCH.
TOWN OF CORTLANDT, NEW YORK
12. NO OUTDOOR REPAIR OF EQUIPMENT SHALL OCCUR. EQUIPMENT SHALL ONLY BE LOCATED IN THOSE AREAS DELINEATED AS
"EQUIPMENT PARKING AND STORAGE."
SHEET 2 OF 6 SP-1.2
Page 22
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CORTLANDT
ZONING DATA CHART - M-1 (LIGHT INDUSTRIAL) CORTLANDT
MINIMUM MINIMUM MAXIMUM MINIMUM MINIMUM MINIMUM MAXIMUM
LOT AREA LOT WIDTH HEIGHT FRONT YARD SIDE YARD REAR YARD MAXIMUM
LOT DESCRIPTION BUILDING
(SF) (FT) (FT) (FT) (FT) (FT) FLOOR AREA
COVERAGE
75,000 SF /
REQUIRED 20,000 100 40 40 20 30 275,098 SF
BUILDING
PROPOSED 785,997 121 23 130.3 21.8 54.3 67,952 SF 9,728 SF (BLDG 11) SITE
CORTLANDT CORTLANDT
100' WETLAND BUFFER
LOCATION MAP SCALE: 1" = 500'
9'X20' PARKING SPACES
PARKING AREA
(CHANGE #4) PARKING AREA
(CHANGE #3)
8.5'X18' PARKING
SPACES
FS FS
FS FS 60 0 30 60
FS
FS
FS
FS FS
SCALE: 1" = 60 FT.
FS
APPLICANT
FS
FS
CORTLANDT SELF STORAGE, L.P.
C/O MARK GIORDANO
FS
FS
FS FS FS
44 REGINA AVENUE
FS FS FS FS FS FS FS FS FS
CORTLANDT MANOR, NEW YORK 10567
· UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS
UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS
ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF
ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS
SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE
TRAILER STORAGE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
ADDED BEHIND · COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED.
BUILDING 8 (CHANGE #6)
PAVEMENT ADDED REVISIONS
BEHIND BUILDING 9 9'X18' PARKING SPACES
5
(CHANGE #7)
PARKING ADDED TO 4
ACCESS DRIVE SOUTHWEST OF PARKING TO SOUTHWEST OF
(CHANGE #8) BUILDING 5 (CHANGE #5) BUILDING #6 (CHANGE #2) 3
ACCESS DRIVE TO REAR OF BUILDINGS 6 2
& 7, RETAINING WALLS TO SUPPORT
1
ACCESS DRIVE. (CHANGE # 1)
# REASON DATE
MUNICIPAL TAX IDENTIFICATION:
SECTION: 24.10
BLOCK: 1
LOT: 4
SUBLOT: -
SITE ADDITIONS PLAN DRAWN BY: LC
CHECKED: JCA/PMB
DISTURBED AREA SINCE 2008 APPROVED PLAN PROJECT:
AREA (SF)
SCALE: 1" = 60' DATE:
GIORDANO
SEPTEMBER 23, 2026
CHANGE NO. REGION PATRICK M. BELL, P.E.
JOB #: 240101 LICENSE #087679
1 ACCESS DRIVE BEHIND BUILDINGS 6 & 7 6,610.91
CRONIN
PARKING ON SOUTHWEST CORNER OF
2 4,096.23
BUILDING 6
3 PARKING AREA 4,346.83
4 PARKING AREA 3,474.71 ENGINEERING
PARKING TO THE SOUTHWEST OF
PROFESSIONAL ENGINEERING & CONSULTING
5 3,629.04
BUILDING #5
(914) 736-3664
TRAILER PARKING BETWEEN BUILDINGS 1
6 747.46
&8
7 PARKING TO SOUTHWEST OF BUILDING #9 1,267.35 39 Arlo Lane
8 ACCESS DRIVE BEHIND BUILDING #2 4086.11
Cortlandt Manor, New York 10567
- CONTRACTOR STORAGE 10,000
SITE ADDITIONS PLAN
- TOTAL 38,253 (0.878 AC)
AMENDED
SITE ADDITION NOTES: SITE DEVELOPMENT PLAN
FOR
1. ALL CHANGES ARE SHOWN AS COMPARED TO APPROVED PLAN DATED JANUARY 25, 2006 BY RALPH
MASTROMONACO P.E. P.C. CORTLANDT SELF-STORAGE, L.P.
2. BUILDING #8 WAS MOVED 10 FEET SOUTH SINCE ORIGINAL PLAN
3. MULTIPLE RETAINING WALLS WERE CONSTRUCTED TO SUPPORT THE ACCESS DRIVE BEHIND BUILDINGS 6 & 7 LOCATION:
REGINA AVENUE
TOWN OF CORTLANDT, NEW YORK
SHEET 3 OF 6 SP-1.3
Page 23
PROVIDE R-19 ET
RE
ST
BATT AIN
TM
INSULATION EA
S
AT ROOF
RAFTERS
(TYPICAL)
UPPER LEVEL PROVIDE CLOSED-CELL SPRAY
10 X 7.5 STORAGE UNIT 13 UNITS FOAM INSULATION (R-VALUE:
(TYP. WALKWAY MIN. 6.5 FOR TOTAL OF 22.75) AT CORTLANDT
ADJOINERS) CORTLANDT
ALL EXTERIOR STEEL-FRAMED
WALLS (TYPICAL)
EXISTING GRADE
GROUND ELEV. = 350.1)
PROPOSED UPPER LEVEL (ELEV. = 350.1)
SITE
10 X 10 STORAGE UNIT LOWER LEVEL
(TYP.) 13 UNITS
CORTLANDT CORTLANDT
GROUND
ELEV. = 340.9 PROPOSED LOWER LEVEL (ELEV. = 340.9)
LOCATION MAP SCALE: 1" = 700'
10'
FILTER X, MIRAFI 100X, OR
STABILINKA T140N FILTER
CLOTH OR APPROVED EQUAL
WOVEN WIRE FENCE (MIN. 14 12
GAUGE W/ MAX 6" MESH SPACING
6"
MIN
MAX.
SECTION "A-A" EROSION AND SEDIMENT CONTROL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL SEDIMENT AND EROSION CONTROL PRACTICES. THE SEDIMENT
AS DEEMED NECESSARY BY
QUALIFIED INSPECTOR.)
2" X 2" WOOD POST, NO. 2
SCALE: 1" = 5' AND EROSION CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCES, AND MAINTAINED UNTIL
PERMANENT PROTECTION IS ESTABLISHED.
RE-BAR OR STEEL PICKETS
MIN
2. TIMELY MAINTENANCE OF SEDIMENT CONTROL STRUCTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL STRUCTURES
6"
SHALL BE MAINTAINED IN GOOD WORKING ORDER AT ALL TIMES. THE SEDIMENT LEVEL IN ALL SEDIMENT TRAPS SHALL BE CLOSELY
2" ASPHALT TOP COURSE, NYSDOT MONITORED AND SEDIMENT REMOVED PROMPTLY WHEN MAXIMUM LEVELS ARE REACHED OR AS ORDERED BY THE ENGINEER. ALL
SAWCUT TRENCH TO SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED WEEKLY, PRIOR TO EXPECTED RAIN EVENTS, AND AFTER EACH HEAVY
ITEM 403.178302
THE BOTTOM OF THE
(SEE NOTE 13 FOR DRIVEWAY RAIN TO ENSURE PROPER OPERATION AS DESIGNED. AN INSPECTION SCHEDULE SHALL BE SET FORTH PRIOR TO THE START OF
ROAD COURSE
RESTORATION) CONSTRUCTION.
2'-6"
MIN
MATERIAL (ITEM 4) WITH
SAW CUT
A STRAIGHT AND
F LO
SAW CUT
W VERTICAL EDGE, TACK 3. THE LOCATIONS AND THE INSTALLATION TIMES OF THE SEDIMENT CAPTURING STANDARDS SHALL BE AS ORDERED BY THE
FILTER X, MIRAFI 100X, OR
STABILINKA T140N FILTER COAT ALL EXPOSED ENGINEER, AND IN ACCORDANCE WITH ACCEPTED STANDARDS.
CLOTH OR APPROVED EQUAL EDGES WITH RC-250
1' 1' 4. ALL TOPSOIL NOT TO BE USED FOR FINAL GRADING SHALL BE REMOVED FROM THE SITE IMMEDIATELY AND PLACED IN A STABILIZED
WOVEN WIRE FENCE (MIN. 14 12 GAUGE W/ MIN MIN EXISTING ROAD STOCKPILE OR FILL AREA. ALL TOPSOIL REQUIRED FOR FINAL GRADING AND STORED ON SITE SHALL BE LIMED,FERTILIZED,
MAX 6" MESH (AS DEEMED NECESSARY BY SURFACE
1'-6"
MIN
TEMPORARILY SEEDED AND MULCHED WITHIN 14 DAYS.
MIN.
QUALIFIED INSPECTOR.)
6"
4" ASPHALT BINDER COURSE,
NYSDOT ITEM 403.138902 5. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 21 DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, SHALL
2" X 2" WOOD POST, NO. 2 IMMEDIATELY RECEIVE TEMPORARY SEEDING. MULCH SHALL BE USED IF THE SEASON PREVENTS THE ESTABLISHMENT OF A
8" (COMPACTED) ITEM 4, NYSDOT
TOE-IN FILTER FABRIC, RE-BAR OR STEEL PICKETS TEMPORARY COVER. DISTURBED AREAS SHALL BE LIMED AND FERTILIZED PRIOR TO TEMPORARY SEEDING.
ITEM 304.14
BACKFILL AND TAMP SOIL TO
SECURE FABRIC IN PLACE FRONT VIEW METALLIC TAPE LABELED 6. ALL DISTURBED AREAS WITHIN 500 FEET OF AN INHABITED DWELLING SHALL BE WETTED AS NECESSARY TO PROVIDE DUST
MIN
24"
MECHANICALLY COMPACTED CLEAN GRANULAR 24" + PIPE Ø "CAUTION SEWER LINE CONTROL.
SECTION VIEW FILL ONLY BELOW" AT 12" & 24" BELOW
NO STONES GREATER THAN 2" FINISHED GRADE OVER
1' 1' 7. THE CONTRACTOR SHALL KEEP THE ROADWAYS WITHIN THE PROJECT CLEAR OF SOIL AND DEBRIS AND IS RESPONSIBLE FOR ANY
AND NO ORGANIC MATERIAL SEWER PIPING.
FILTER X, MIRAFI 100X, OR PERMITTED. CLEAN FILL TO RUN
MIN MIN STREET CLEANING NECESSARY DURING THE COURSE OF THE PROJECT.
STABILINKA T140N FILTER
MIN
FULL LENGTH OF TRENCH (OR K-CRETE
APPLICANT
6"
CLOTH OR APPROVED EQUAL OR ITEM 4 AS SPECIFIED PER MUNICIPALITY) 8. SEDIMENT AND EROSION CONTROL STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE DRAINAGE AREA HAS
S BEEN PROPERLY STABILIZED BY PERMANENT MEASURES.
WOVEN WIRE FENCE (MIN. 14 12 3 6" MIN. IN EARTH
GAUGE W/ MAX 6" MESH SPACING 4" CRUSHED GRAVEL 9. SOIL SEEDING AND FERTILIZER AMENDMENTS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF "NEW YORK
12" MIN. IN ROCK
AS DEEMED NECESSARY BY
QUALIFIED INSPECTOR.)
SEWER SERVICE PIPING
GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL".
CORTLANDT SELF STORAGE, L.P.
UNDISTURBED OR COMPACTED EARTH 10. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF "NEW
EXISTING / FINAL GRADE
(SEE PLAN FOR SIZE &
MATERIAL) YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL". C/O MARK GIORDANO
W
F LO 44 REGINA AVENUE
CORTLANDT MANOR, NEW YORK 10567
SEWER SERVICE INSTALLATION NOTES:
JOINING SECTIONS
TOP VIEW 1. THE CONTRACTOR SHALL CALL IN A "CODE 753" PRIOR TO EXCAVATION.
2. ALL SANITARY SEWER SERVICE PIPING TO BE AS SPECIFIED ON SITE DEVELOPMENT PLANS.
3. SANITARY SEWER SERVICE PIPING SHALL HAVE A MINIMUM OF 2'-0" COVER OVER PIPE. IF THIS IS NOT
POSSIBLE THE OWNER/APPLICANT SHALL CONTACT THE MUNIPALITIES ENGINEERING DIVISION PRIOR TO · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS
TOE-IN FILTER FABRIC, CONSTRUCTION. UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS
BACKFILL AND TAMP SOIL TO 4. SANITARY SEWER MAIN RUNS SHALL HAVE A MINIMUM SLOPE OF 1.0%.
SECURE FABRIC IN PLACE
ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF
5. SANITARY SEWER SERVICE RUNS SHALL HAVE A MINIMUM SLOPE OF 2.0% FOR 4" DIA. PIPES.
6. MAXIMUM RUN BETWEEN MANHOLES SHALL BE 300'. ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS
ISOMETRIC VIEW. 7. NO ROCK SHALL PROJECT WITHIN THE SURFACE OF THE TRENCH AND ALL ROCK SHALL BE A MINIMUM OF 12" SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE
OW
FL FROM THE PIPE HORIZONTALLY. IF BEDROCK IS ENCOUNTERED DURING INSTALLATION, IT SHALL BE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
EXCAVATED TO A MINIMUM DEPTH OF 4' + PIPE Ø + 6" AND REPLACED WITH 6" OF SAND.
6" X 6" X 6" TRENCH · COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED.
8. SANITARY SEWER SHALL BE ANCHORED AT EACH BELL WHERE SLOPE OF PIPE EXCEEEDS 20%.
9. DEBRIS, FROZEN MATERIAL, LARGE CLODS OR STONES, ORGANIC MATTER OR OTHER UNSUITABLE MATERIALS
INSTALLATION NOTES: SHALL NOT BE USED AS BACKFILL.
10.
11.
BACKFILL SHALL BE PLACED SO AS NOT TO DISTURB THE PIPE ALIGNMENT.
SELECT AND BACKFILL MATERIAL SHALL BE PLACED IN 12" LIFTS (PRIOR TO COMPACTION) AND COMPACTED
REVISIONS
1. EXCAVATE A 4 INCH X 4 INCH TRENCH ALONG THE LOWER SIDE OF A SLOPE AS SPECIFIED ON SITE PLAN.
WITH A MECHANICAL TAMPER. 5
2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNHILL) WALL OF THE
12. CONTRACTOR TO NOTIFY MUNICIPALITY 48 HOURS IN ADVANCE FOR TRENCH INSPECTION.
TRENCH (NET SIDE AWAY FROM DIRECTION OF STORM WATER FLOW). 13. CLAY, SILT LOAM OR NON SOILS REQUIRE SHORING AND BRACING. SHEETING AND BRACING SHALL BE USED IN
3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR INDUSTRIAL CODE, RULE 753 WHERE 4
BOTTOM. REQUIRED. SHEETING & BRACING ARE REQUIRED WHERE TRENCH DEPTHS EXCEED 5' IN HEIGHT.
4. LAY THE TOE-IN FLAP OF FABRIC FLAT IN THE BOTTOM OF THE TRENCH AND BACKFILL THE TRENCH AND TAMP 14. ASPHALT DRIVEWAY RESTORATION TO CONSIST OF 6" COMPACTED ITEM 4 (NYSDOT ITEM 304.05) UNDER 2.5"
THE SOIL OVER THE FLAP TO SECURELY HOLD THE FABRIC IN PLACE. STEEPER SLOPES REQUIRE AN 3
OF ASPHALT CONCRETE TOP COURSE (NYSDOT ITEM 403.178302).
INTERCEPT TRENCH.
5. JOIN SECTIONS AS SHOWN ABOVE 2
6. PREFABRICATED UNITS SHALL BE OF TYPE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.
SEWER SERVICE INSTALLATION N.T.S.
1 UPDATE FOR PLANNING BOARD RE-SUBMISSION 09-23-2026
SILT FENCE INSTALLATION N.T.S. W/ PAVEMENT RESTORATION # REASON DATE
UN-PAVED CONDITION PAVED CONDITION MUNICIPAL TAX IDENTIFICATION:
212" ASPHALT TOP COURSE
FINISHED GRADE (SEE PAVING
(NYSDOT item no. 403.178302) SECTION WHERE PAVED) SECTION: 24.10
4" OF TOPSOIL
SAWCUT LOCATION EACH
SIDE (WHERE APPLICABLE) BLOCK: 1
6" (COMPACTED) ITEM 4 PA
(NYSDOT item no. 304.14) CO VED
ND
LOT: 4
WHERE SAWCUTTING IS REQUIRED, ITI
ON
CUT TRENCH TO BOTTOM OF
EXISTING ROAD COARSE MATERIAL
SUBLOT: -
WITH A STRAIGHT VERTICAL EDGE
(SEE PLAN)
AND TACK COAT ALL EXPOSED DRAWN BY: LC
VARIES
UN
N.T.S. COMPACTED SUBGRADE EDGES WITH RC-250
CO -PA
12" MIN. ND VED
ITI
ON
CHECKED: JCA/PMB
BACKFILL WITH K-CRETE
DRIVEWAY PAVING SECTION BACKFILL WITH CLEAN
MATERIAL (NO LARGE
UNDER PAVED AREAS
PROJECT: GIORDANO
STONES OR
ORGANICS) UNDER DATE: AUGUST 19, 2026
UN-PAVED AREAS. BACKFILL TO TOP OF PIPE WITH PATRICK M. BELL, P.E.
POROUS FILL MATERIAL. JOB #: 240101 LICENSE #087679
PIPE Ø
CRONIN
12" MIN. 12" MIN.
DRAINAGE PIPE (SEE
D
UNDISTURBED OR 24" + PIPE Ø
COMPACTED EARTH PLAN FOR MATERIAL,
SIZE AND SLOPE)
SECTION D ENGINEERING
PROFESSIONAL ENGINEERING & CONSULTING
STORMWATER PIPE INSTALLATION NOTES
(914) 736-3664
1. SHEETING AND BRACING SHALL BE USED IN ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR INDUSTRIAL CODE, RULE 753
WHERE REQUIRED. SHEETING & BRACING ARE REQUIRED WHERE TRENCH DEPTHS EXCEED 5' IN HEIGHT. SHEETING & BRACING ARE ALSO
REQUIRED WHEN CLAY, SILT LOAM OR NON SOILS ARE ENCOUNTERED.
2. THE CONTRACTOR SHALL CALL IN A "CODE 753" PRIOR TO EXCAVATION. 39 Arlo Lane
3. ALL DRAINAGE PIPING TO BE AS SPECIFIED ON SITE DEVELOPMENT PLANS. Cortlandt Manor, New York 10567
4. REFER TO PIPE MANUFACTURER SPECIFICATIONS FOR MAXIMUM COVER REQUIREMENTS. IF THIS IS NOT POSSIBLE THE CONTRACTOR SHALL
CONTACT THE DESIGN ENGINEER PRIOR TO CONSTRUCTION.
5. DRAINAGE PIPE RUNS SHALL MATCH MATERIAL AND SLOPE SPECIFIED ON PLANS.
6. NO ROCK SHALL PROJECT WITHIN THE SURFACE OF THE TRENCH AND ALL ROCK SHALL BE A MINIMUM OF 12" FROM THE PIPE
CONSTRUCTION DETAILS
HORIZONTALLY. IF BEDROCK IS ENCOUNTERED DURING INSTALLATION, IT SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 6" BELOW
BOTTOM OF PIPE AND REPLACED WITH 6" OF SAND.
7. DEBRIS, FROZEN MATERIAL, LARGE CLODS OR STONES, ORGANIC MATTER OR OTHER UNSUITABLE MATERIALS SHALL NOT BE USED AS
BACKFILL.
AMENDED
8. BACKFILL SHALL BE PLACED SO AS NOT TO DISTURB THE PIPE ALIGNMENT.
9. SELECT AND BACKFILL MATERIAL SHALL BE PLACED IN 12" LIFTS (PRIOR TO COMPACTION) AND COMPACTED WITH A MECHANICAL TAMPER.
SITE DEVELOPMENT PLAN
FOR
DD-3 STORMWATER PIPE INSTALLATION NTS CORTLANDT SELF-STORAGE, L.P.
LOCATION:
REGINA AVENUE
TOWN OF CORTLANDT, NEW YORK
SHEET 4 OF 6 CD-2.1
Page 24
ET
RE
ST
AIN
S TM
EA
CORTLANDT
CORTLANDT
2ND FLOOR ELEVATION = 350.1
GRADE AT NORTH END
GRADE = 350.1
SITE
CORTLANDT CORTLANDT
1ST FLOOR ELEVATION = 340.9 LOCATION MAP SCALE: 1" = 700'
GRADE AT SOUTH END
GRADE = 340.9
FRONT (EAST)
SCALE: 1"=5'
APPLICANT
CORTLANDT SELF STORAGE, L.P.
C/O MARK GIORDANO
44 REGINA AVENUE
CORTLANDT MANOR, NEW YORK 10567
· UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS
UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS
ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF
ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS
SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE
DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
· COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED.
REVISIONS
5
4
3
2
1 UPDATE FOR PLANNING BOARD RE-SUBMISSION 09-23-2026
# REASON DATE
MUNICIPAL TAX IDENTIFICATION:
SECTION: 24.10
BLOCK: 1
1ST FLOOR LAYOUT LOT: 4
SCALE: 1"=5' SUBLOT: -
DRAWN BY: LC
12 12 CHECKED: JCA/PMB
1 1
PROJECT: GIORDANO
DATE: AUGUST 19, 2026
PATRICK M. BELL, P.E.
JOB #: 240101 LICENSE #087679
CRONIN
ENGINEERING
PROFESSIONAL ENGINEERING & CONSULTING
2ND FLOOR ELEVATION = 350.1
GRADE AT NORTH END (914) 736-3664
39 Arlo Lane
Cortlandt Manor, New York 10567
GRADE AT REAR (WEST)
DOOR DOOR
3'-0"W x 3'-0"W x FIRST FLOOR FLOOR PLANS
CONSERVATION LINE
7'-0"H 7'-0"H
GRADE AT SOUTH END
1ST FLOOR ELEVATION = 340.9
AMENDED
NOTE: MAXIMUM BUILDING HEIGHT IS 23' COMPARED TO 40' MAXIMUM IN M-1 LIGHT INDUSTRIAL DISTRICT SITE DEVELOPMENT PLAN
FOR
CORTLANDT SELF-STORAGE, L.P.
SIDE (SOUTH) LOCATION:
REGINA AVENUE
SCALE: 1"=5'
TOWN OF CORTLANDT, NEW YORK
SHEET 5 OF 6 FP-3.1
Page 25
METAL ROOF:
ET
COLOR TO MATCH EXISTING BUILDINGS RE
ST
AIN
S TM
EA
ALUMINUM GUTTERS AND LEADERS:
COLOR TO MATCH EXISTING BUILDINGS
CORTLANDT
CORTLANDT
ALUMINUM CORNER TRIM:
COLOR TO MATCH EXISTING BUILDINGS
METAL RIBBED SIDING PANELS:
COLOR TO MATCH EXISTING BUILDINGS
GRADE AT NORTH END
GRADE = 350.1 2ND FLOOR ELEVATION = 350.1
SITE
CORTLANDT CORTLANDT
GRADE AT
SOUTH END
GRADE = 340.9
LOCATION MAP SCALE: 1" = 700'
1ST FLOOR ELEVATION = 340.9
REAR (WEST)
SCALE: 1"=5'
APPLICANT
CORTLANDT SELF STORAGE, L.P.
C/O MARK GIORDANO
44 REGINA AVENUE
CORTLANDT MANOR, NEW YORK 10567
· UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS
UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS
ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF
ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS
SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE
DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
· COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED.
REVISIONS
5
4
3
2
1
# REASON DATE
MUNICIPAL TAX IDENTIFICATION:
SECTION: 24.10
BLOCK: 1
2ND FLOOR LAYOUT LOT: 4
SCALE: 1"=5' SUBLOT: -
DRAWN BY: LC
CHECKED: JCA/PMB
PROJECT: GIORDANO
12 12
1 1 DATE: SEPTEMBER 23, 2026
METAL ROOF: PATRICK M. BELL, P.E.
COLOR TO MATCH EXISTING JOB #: 240101 LICENSE #087679
BUILDINGS
ALUMINUM GUTTERS AND LEADERS:
COLOR TO MATCH EXISTING BUILDINGS
CRONIN
METAL RIBBED SIDING PANELS:
GRADE AT REAR (WEST)
GRADE AT REAR
ENGINEERING
COLOR TO MATCH EXISTING BUILDINGS PROFESSIONAL ENGINEERING & CONSULTING
DOOR DOOR
3'-0"W x 3'-0"W x
(914) 736-3664
CONSERVATION LINE
7'-0"H 7'-0"H
ALUMINUM CORNER TRIM:
COLOR TO MATCH EXISTING BUILDINGS
GRADE AT NORTH END
2ND FLOOR ELEVATION = 350.1 39 Arlo Lane
Cortlandt Manor, New York 10567
SECOND FLOOR FLOOR PLANS
AMENDED
1ST FLOOR ELEVATION = 340.9
SITE DEVELOPMENT PLAN
FOR
SIDE (NORTH) CORTLANDT SELF-STORAGE, L.P.
SCALE: 1"=5'
LOCATION:
REGINA AVENUE
TOWN OF CORTLANDT, NEW YORK
SHEET 6 OF 6 FP-3.2
Page 26
TE
O F NE W Y
I F ER W RE PRINTED
O
JE A
NN
T
RK
S
AP
September 18, 2026
_________________________
BADEY & WATSON
R
L IC
E X C E L S IO R
YO
NS 5 0 3 8 9
VE Surveying & Engineering, D.P
_________________________
E
ED
L A ND SUR
Page 27
Description of Easement Area
prepared for
CORTLANDT SELF-STORAGE, L.P.
(Waterline Easement to Town of Cortlandt)
AN EASEMENT on that certain parcel of land situate in the Town of Cortlandt, County of
Westchester, and State of New York that is a portion of those lands that were heretofore
conveyed by Mark Giordano to Cortlandt Self-Storage, L.P. by that certain deed dated June 12,
1999, and recorded in the Westchester County Clerk’s Liber 12327 of deeds at page 331 that is
bounded and described as follows:
BEGINNING at the point that is the northeasterly corner of Lot 1 on that certain “Subdivision Map
of Regina Estates …,” which was filed in the Westchester County Clerk’s office on February 13,
1969 as Map No. 16600, and also a corner of the lands so conveyed to Cortlandt Self-Storage,
L.P., on the south and east from lands formerly of Mol-Bet Enterprises, now or formerly of Ryan
Main, LLC and now shown on that certain map entitled “Final Subdivision of Property … for Brian
Kahn and Robert A Kahn …,” which was filed in the Westchester County Clerk’s office on January
10, 2011, as Map No. 28453, on the north and west.
THENCE from the said point of beginning through the lands so conveyed to Cortland Self-Storage,
L.P., the following courses:
S 74°03'00" E 10.70 feet,
S 17°40'21" W 31.87 feet,
S 33°33'28" W 71.36 feet,
S 15°21'29" W 206.17 feet,
S 27°54'43" W 177.66 feet,
S 12°36'05" W 231.90 feet,
S 77°23'55" E 18.00 feet,
S 12°36'05" W 15.00 feet,
N 77°23'55" W 18.00 feet, and
S 12°36'05" W 182.02 feet,
to a point in the center of the stone wall marking the southerly line thereof and the northerly line
of lands formerly of Lerose Management Corporation and now or formerly of Lakeland Rentals,
Inc. Thence along the said Lakeland Rentals, Inc. lands and the center of the stone wall
N 80°43'40" W 8.45 feet, and
N 81°46'40" W 6.59 feet,
File No. 99-110
Work Order No. 27276-C
File Name:Document1
Date Created: September 17, 2026
Date Revised: September 21, 2026
Date Printed: September 21, 2026
Figure No. 308
Author: GJW
Page 28
September 21, 2026 CORTLANDT SELF-STORAGE, L.P. Page 2 of 2
Waterline Easement to Town of Cortlandt
To a point. Thence once again through the lands so conveyed to Cortlandt Self-Storage, L.P. the
following courses
N 12°36'05" E 431.93 feet,
N 27°54'43" E 130.19 feet,
N 62°05'17" W 49.68 feet,
N 27°54'43" E 15.00 feet,
S 62°05'17" E 49.68 feet,
N 27°54'43" E 32.84 feet,
N 15°21'29" E 206.92 feet,
N 33°33'28" E 71.67 feet, and
N 17°40'21" E 28.35 feet,
to a point on the southerly line of the said lands formerly of Mol-Bet Enterprises and now shown
on Filed Map No. 28453. Thence along the last-mentioned lands
S 86°48'00" E 4.45 feet
to the point or place of beginning of this easement area.
Prepared by
BADEY & WATSON
Surveying & Engineering, D.P.C.
3063 Route 9
Cold Spring, New York 10516
File X:\PROJECTS\Giordano-44 Regina Ave-Cortlandt\Building #11 and Parking-Jan 2024\Documents\20260923-PB Submission\Watermain
Easement-20260921.docx
Created: September 16, 2026
Last Revised: September 21, 2026
Printed: September 21, 2026
Page 29
Brian T. Sinsabaugh
September 23, 2026
Hon. Steven Kessler, Chairman
and Members of the Planning Board
Town of Cortlandt
One Heady Street
Cortlandt Manor, New York 10567
Re: Cortlandt Self-Storage LP (PB2026-12)
44 Regina Avenue (SBL 24.10-1-4)
Dear Chairman Kessler and Members of the Board:
As the Board is aware, our firm represents Cortlandt Self-Storage LP, owner of the above-
referenced property and applicant for amended site plan approval.
The application seeks approval for an additional self-storage building and recognition of
the property's existing outdoor storage use, which is limited to designated contractor storage areas
accessory to the principal self-storage operation.
As part of this application, the Applicant has identified a discrepancy between the Town
Board's recently adopted Resolution No. 98-2026 and the proposed use of the property.
Specifically, the Resolution permits use of the property for “the incidental storage of equipment
and material owned by the site property owner,” which does not fully reflect the Applicant's
intended storage operations.
To address this issue, the Applicant has prepared a draft resolution for consideration by the
Town Board clarifying that the Property may be used for "the incidental storage of equipment and
materials in connection with, and accessory to, the principal self-storage use of the Property" and
that the outdoor storage of equipment, materials, and related items accessory to the principal self-
storage use of the Property shall be permitted by third parties.” A copy of the proposed resolution
is enclosed and submitted for inclusion in the record for Application PB2026-12.
Should you have any questions, please contact the undersigned.
Respectfully,
ZARIN & STEINMETZ LLP
By:
David S. Steinmetz
Brian T. Sinsabaugh
81 Main Street, Suite 415
White Plains, New York 10601
Page 30
Town of Cortlandt Planning Board
Cortlandt Self-Storage LP
September 23, 2026 | Page 2
Enclosure
cc.: Heather LaVarnway, CNU-A, AICP, Town Planning Director
Michael Cunningham, Esq., Town Attorney
Mark Giordano, Cortlandt Self-Storage LP
Cronin Engineering P.E., PC
4928-9790-6899, v. 1
Page 31
RESOLUTION
No. ____________
(A RESOLUTION FURTHER CLARIFYING RESOLUTION NO. 98-2026,
WHICH AMENDED AND CLARIFIED RESOLUTION NO. 109-95 REGARDING
PERMITTED USES OF PROPERTY LOCATED ON REGINA AVENUE)
WHEREAS, Cortlandt Self Storage LP is the owner of the property located at 44 Regina
Avenue, Town of Cortlandt, New York, designated on the Town of Cortlandt Tax Map as Section
24.10, Block 1, Lot 4 (the “Property”); and
WHEREAS, on April 11, 1995, the Town Board adopted Resolution No. 109-95, pursuant
to which the Property was placed within the M-1 Light Industrial District (“M-1 District”) and
approved for self-storage use; and
WHERAS, on January 9, 2007, the Planning Board adopted Resolution No. 1-07 granting
conditional Site Development Plan approval for the development and operation of a self-storage
facility on the Property; and
WHEREAS, on March 12, 2026, the Town Board adopted Resolution No. 98-2026, which
amended and clarified Resolution No. 109-95 by expressly permitting the incidental storage of
equipment and materials owned by the Property owner in connection with the approved use of the
Property; and
WHEREAS, Resolution No. 98-2026 established certain limitations applicable to the
Property, including: (i) a maximum aggregate building footprint of 68,000 square feet; (ii) a
maximum of eleven (11) buildings, excluding the office building; (iii) a maximum of two (2)
buildings utilized for the Property owner's incidental contractor storage; and (iv) outdoor storage
not exceeding approximately 10,000 square feet within areas designated on a site plan approved
by the Planning Board; and
WHEREAS, the Town Board recognizes that the incidental outdoor storage of equipment
and materials associated with, and subordinate to, the principal self-storage use has historically
occurred on the Property and remains accessory to the approved self-storage use; and
WHEREAS, the Town Board finds it appropriate to further clarify the permitted uses of
the Property to accurately reflect the longstanding use and operation of the Property; and
NOW, THEREFORE, BE IT RESOLVED, that Resolution No. 109-95, as amended by
Resolution No. 98-2026, is hereby further amended and clarified to provide that the incidental
storage of equipment and materials in connection with, and accessory to, the principal self-storage
use of the Property shall be a permitted use of the Property; and
Page 32
BE IT FURTHER RESOLVED, that the aggregate building footprint on the Property
shall not exceed 68,000 square feet and the total number of buildings on the Property shall not
exceed eleven (11), excluding the office building; and
BE IT FURTHER RESOLVED, that outdoor storage of equipment, materials, and related
items accessory to the principal self-storage use of the Property shall be limited to an area not
exceeding approximately 10,000 square feet and shall be confined to locations designated on a site
plan approved by the Planning Board; and
BE IT FURTHER RESOLVED, that the aggregate building footprint on the Property
shall not exceed 68,000 square feet and the total number of buildings on the Property shall not
exceed eleven (11), excluding the office building; and
BE IT FURTHER RESOLVED, that outdoor storage of equipment, materials, and related
items accessory to the principal self-storage use of the Property shall be permitted by third parties;
and
BE IT FURTHER RESOLVED, that except as expressly clarified herein, all terms,
conditions, limitations, and requirements set forth in Resolution No. 109-95 and Resolution No.
98-2026 shall remain in full force and effect.
BY ORDER OF THE TOWN BOARD
OF THE TOWN OF CORTLANDT
LAROUE ROSE SHATZKIN, TOWN
CLERK
Adopted _______, 2026
at a Regular Meeting
held at Town Hall
4914-0959-6624, v. 1
Page 33
September 23, 2026
Steven Kessler, Chairman
Town of Cortlandt Planning Board
One Heady Street
Cortlandt Manor, New York 10567
Re: Amended Site Plan Application
Cortlandt Self Storage, L.P.
44 Regina Avenue
Town of Cortlandt, New York
Tax Map Designation: 24.10-1-4
Dear Chairman Kessler and Members of the Planning Board:
Find enclosed eight copies (1 full size set & 7 reduced size sets) of the following information for the above-
referenced application:
1. Amended Site Development Plan (6 sheets), dated July 17, 2026, last revised September 23, 2026
This submission addresses the comments made by the Town’s Planning Department (letter dated August 27,
2026) and the Town’s Planning Board Engineering Consultant (letter dated September 10, 2026). Annotated
responses to those letters is provided below.
Planning Department Review Memo – Dated August 28, 2026
1. Detailed Project Narrative Required: The applicant should provide a detailed project narrative
describing the proposed contractor’s yard uses and operations. Specifically, the narrative should
include information on how many and what type of construction/oversized vehicles will be stored
on site, whether any of these vehicles will be actively operated on the site, and whether
employees of the property owner’s other businesses will be parking their private vehicles at the
site.
Response: All construction and oversized vehicles, including excavators, trailers, Conex
boxes, containers, and similar equipment, will be stored within the designated
Contractor’s Yards identified as “Contractor Storage Area #1” and “Contractor Storage
Area #2” on the enclosed Site Development Plan, sheets SP-1.1 & SP-1.2. No construction
work or equipment operation for customers will occur on the site. Activities within the
Contractor’s Yard will be limited to vehicle and equipment parking, loading and unloading,
inspections, and minor maintenance.
In addition, employees of the property owner and contractor may park personal vehicles
on the site. These employees typically arrive at the beginning of the workday, park their
personal vehicles, utilize the construction vehicles and equipment stored within the
Contractor’s Yard for off-site work activities, and return at the end of the workday before
departing the site.
2. Conflicting Uses: The contractor’s yard use is currently located in several areas throughout the
site, all of which are fully accessible by members of the public who visit the site to access their
rented self-storage units. This co-mingling of commercial and industrial uses creates safety
concerns as the public should not be in the same vicinity as the heavy equipment and operations
associated with the contractor’s yard. For example, oversized construction equipment such as
Page 34
Town of Cortlandt Planning Board September 23, 2026
Cortlandt Self-Storage, L.P. – Amended Site Plan page 2
skid steers, front-end loaders and excavators have been observed driving/operating around the
site, and other activities such as welding and maintenance of construction equipment have been
observed taking place on the paved aprons outside of the self-storage facilities – in areas fully
accessible to the public.
The applicant shall provide a description of how they propose to safely operate the contractor’s
yard on the same site as the self-storage facility. The site plan must be designed to avoid
conflicts between the customers of the self-storage facility and the operation of the contractor’s
yard. Areas of construction activity need to be clearly delineated and other safety measures, such
as fencing and/or consolidation of the contractor’s yard to one area of the site, may need to be
considered based on the conflicting activities.
Response: The Contractor’s Yard use has been consolidated into Two (2) Designated
Areas, as shown on the revised site plan, identified by signage and delineated through
fencing, barriers, and pavement markings as appropriate. All contractor vehicles,
equipment, and materials will be stored within this area, preventing conflicts with
customer parking, drive aisles, loading zones, pedestrian routes, emergency access, and
fire lanes.
To maintain safe and efficient site circulation, a clearly marked customer route will extend
from the site entrance to the self-storage buildings, parking areas, and loading zones and
will remain unobstructed at all times. Construction vehicle movements will be limited and
managed to avoid interference with self-storage customers. Loading, unloading, and
equipment movement will occur within the designated contractor area and, where
practicable, during periods of lower customer activity.
Any temporary construction or maintenance activity will be clearly delineated with cones,
barricades, fencing, warning signs, or similar controls. Appropriate signage will identify
the contractor’s yard and restrict access to authorized personnel. Employees will be
trained regarding site circulation, speed limits, designated parking areas, and safe
operating procedures. The property owner or site manager will conduct periodic
inspections to ensure vehicles, equipment, and materials remain within approved areas,
maintain clear sightlines and unobstructed public access, and ensure all required safety
measures remain in place. Should any site-specific safety concerns arise, the applicant
will work with staff to implement reasonable measures while preserving the site's
established operation.
3. Site Plan and Architectural(s): Additional information/clarification is needed regarding the site
plan, building elevations and floor plans, as follows:
a. The site plan should use the most recently approved site plan, dated “REVISED:
JANUARY 15, 2008” and signed by the Planning Board Chair on September 3, 2008, as
the base layer. With the signed site plan as the starting point:
i. Show/label any modifications made to the site since that approval was granted in
2007;
ii. Show/label (using different colors/symbology) any proposed improvements.
Response: An electronic (AutoCAD) copy of the 2008 site plan is not available to
be used as the starting point. However, a new sheet (SP-1.3) has been added to
the plan set to show the modifications to the most recently approved site plan.
b. The site plan should include a dimensional bulk requirements table.
Response: A dimensional bulk requirements table has been added to the plan set.
c. Clarify whether the proposed new self-storage building also includes office space. The
Building Chart on sheet SP-1.1 says the proposed use of the building is “self-storage and
office” but the floor plans on sheets FP-3.1 and FP-3.2 do not appear to indicate any
office use.
Response: The new self-storage building (Building 11) does not include office
space. The Building Chart has been updated to remove reference to “office”.
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Town of Cortlandt Planning Board September 23, 2026
Cortlandt Self-Storage, L.P. – Amended Site Plan page 3
d. Confirm the height of the building at both the north and south elevations.
Response: The proposed height of Building 11 at both north and south elevations
has been added to sheet FP-3.1 of the plan set.
e. The outdoor contractor yards should be labelled on the site plan as #1 and #2 for ease of
reference. Our comments will refer to the yard area across from the office as area #1,
and the area at the south end of the site as area #2.
Response: The outdoor contractor yards have been labelled as noted on the plan
set.
f. A drainage easement goes through the area labeled “Space for Excavators” within the
proposed contractor’s yard area #1. The applicant should clarify whether they are
proposing to relocate the easement.
Response: The drainage easement is not being proposed to be relocated. A note
has been added to the plan to indicate that any equipment placed over the
drainage easement will be relocated if access to the easement is required. While
the drainage easement exists there is no drainage infrastructure currently installed
within it.
g. The proposed contractor’s yard areas are located immediately adjacent to the access
drive used by the public to navigate the storage facility site. The applicant should
demonstrate how the storage area and the access drive will be separated to ensure
public safety (signage, fencing, etc.).
Response: See response to Comment 2, above.
h. The applicant should demonstrate that emergency vehicles can still circulate around the
site with the addition of the contractor’s yards.
Response: See response to Comment 2, above.
i. Clarify what surface treatment will be used in the contractor’s yard areas (eg stone,
pavement).
Response: For contractor yard #1 the surface treatment will be Gravel Stone (2”
minus), for contractor yard #2 the surface treatment will be asphalt and Gravel
Stone.
j. Striping for all designated parking areas should be clearly delineated on the site plan.
Response: Striping for all designated parking areas has been shown on the site
plan.
k. Sheet SP-1.2 indicates a retaining wall is proposed adjacent to the new pavement area
just north of the proposed self-storage building. This, and any other retaining walls not
previously approved by the Planning Board, should be clearly shown on the site plan, and
renderings and details of all retaining walls should be included with the plan set.
Response: The proposed new pavement area and corresponding retaining wall has
been removed from the site plan.
l. A refuse container should be shown on the site plan. Per §154 of the Town code, the
dumpster area shall include a properly designed enclosure, and details of the enclosure
shall be provided by the applicant.
Response: There is a refuse container already at the site adjacent to Building #1
and has been added to the site plan.
4. Wetlands / Environmental:
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Town of Cortlandt Planning Board September 23, 2026
Cortlandt Self-Storage, L.P. – Amended Site Plan page 4
a. The parcel appears to contain both NYS DEC wetlands and federal NWI wetlands. As per
§179-5(A)(3) of the Town Code, the wetlands must be re-delineated as part of this project
review. The full extent of the re-delineated wetlands should be shown on the site plan,
along with any associated buffer areas.
Response: The applicant had the limit of the wetlands flagged by their Wetland
Consultant and Town has hired a consultant to verify those limits. The wetland
limit and 100’ buffer have been shown on the site plan.
b. Given the presence of state and federal wetlands on the site, the proposed project is an
unlisted action under SEQR for which a coordinated review should be undertaken.
Response: Noted.
c. The SEAF indicates that the site is located in or adjacent to an area designated as
sensitive for archeological sites on the NY State Historic Preservation Office (SHPO)
archeological site inventory. The applicant should consult with SHPO to determine if any
sensitive archeological sites would be affected by the proposed project. SHPO should be
included on the SEQR circulation.
Response: A letter was received from SHPO dated September 21, 2026 indicating
that the project will not have an impact on any sensitive archeological sites.
d. The SEAF indicates that the site is located in a floodplain. The applicant should address
whether or not the proposed project would result in any impacts to floodplain areas.
Response: No impact to the floodplain area is expected based on the proposed
project.
5. Conservation Easement: Per Town Board Resolution 109-95, which changed the zoning district
for this parcel from R-40 to M-1, the applicant was required to file a declaration of covenants and
restrictions to include, in part, “…a conservation easement to the Town of Cortlandt covering the
steep slopes and wetland areas on the subject property outside the developable area of the
site…” It appears that this was never done. If the Planning Board approves the proposed
Amended Site Development Plan, the filing of such declaration should be a requirement of the
approval. In the interim, the area originally designated as "Conservation Easement” on the signed
2008 site plan should be reflected on the proposed plans, in place of the label on sheet SP-1.1 for
“Park, Conservation & Flood Control Area”. In addition, TB Resolution 109-95 restricts the
developable portion of the site to 3 acres and to a depth no greater than 100 feet from the center
line of the access road. The 100-foot line and total area of disturbance should be included on the
site plan.
Response: Noted on the requirement for the filing of the declaration as a requirement of
the approval for the Amended Site Plan. The label on SP-1.1 has been changed to
“Conservation Easement”. We request that the addition of the 100-foot line and total area
of disturbance to the site plan be a condition of Final Site Plan approval.
Regarding developable area, while Town Board Resolution No. 109-95 identifies a
developable area of “approximately 3 acres,” a later Planning Board Resolution for site
plan approval properly identifies the developable area as 4.8 acres (See PB Resolution No.
1-07, adopted January 9, 2007, at p. 6), a figure consistent with the enclosed plans.
6. Contractor’s Yard Activities:
a. If outdoor materials storage piles are proposed, the applicant should demonstrate how
the piles will be contained on the site.
Response: Outdoor material storage piles will not be proposed and any reference
to outdoor material storage piles has been removed from the site plan.
b. Maintenance of the various equipment is currently taking place on site, both within
buildings and outside on paved areas. Moving forward, all vehicle/machine maintenance
will be required to take place within a designated workshop; no outdoor repair of
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Town of Cortlandt Planning Board September 23, 2026
Cortlandt Self-Storage, L.P. – Amended Site Plan page 5
equipment shall be permitted. As part of this application, the applicant shall provide a
sitewide good housekeeping protocol, including but not limited to indoor/outdoor spill
prevention, waste oil, solvent and similar fluids used in the maintenance of equipment
stored and repaired onsite.
Response: Sitewide Good Housekeeping Protocol. All vehicle and equipment
maintenance involving oil, fuel, solvents, lubricants, coolant, or similar fluids will
occur within the designated workshop on an impervious surface. Fluids and waste
materials will be stored in properly labeled containers with secondary
containment, and spill-response materials will be maintained on site. Any spills will
be promptly contained and cleaned by trained personnel.
Used oil, solvents, coolant, filters, batteries, and similar materials will be collected
and disposed of through authorized recycling or waste-management services. No
fluids, wash water, debris, or maintenance waste will be discharged to the ground,
drainage facilities, or stormwater system.
Vehicles and equipment stored outdoors will be periodically inspected for leaks,
and any leaking equipment will be promptly moved to the workshop or otherwise
contained. The site operator will conduct routine inspections to ensure proper
housekeeping, waste management, and material storage practices are maintained.
Employees performing maintenance activities will be trained in fluid handling, spill
response, and waste-disposal procedures, and applicable records will be retained
as required.
These measures will ensure maintenance activities remain contained within the
designated workshop and that maintenance-related materials and wastes are
managed in a safe and environmentally responsible manner.
7. Notes: The applicant shall add the following notes to the site plan:
a. The processing of materials is not permitted on the site.
b. Areas not designated on the site plan for outdoor storage and contractor’s yard activities
shall not be utilized as such.
c. No outdoor repair of equipment shall occur. Equipment shall only be located in those
areas delineated as “equipment parking and storage”.
Response: The above referenced notes have been added to sheet SP-1.2 of the site plan.
Referrals & Attachments:
The subject application has been referred to the Planning Board’s consulting engineer (LaBella
Associates); comments will by provided by separate memo. The application will also be referred to the
Lake Mohegan Fire District, NYSDEC, US Army Corps of Engineers, and NYSHPO for their review and
comment. The plan set and related documents were previously distributed to the Planning Board.
Response: Noted.
Page 38
Town of Cortlandt Planning Board September 23, 2026
Cortlandt Self-Storage, L.P. – Amended Site Plan page 6
Planning Board’s Consulting Engineer (LaBella Associates) Review Memo – Dated September 10, 2026
Administrative
1. LaBella performed a cursory review of the current site conditions to identify discrepancies
between the adopted Resolution No.1-07, dated January 11, 2007 and approved Sheet 1 of 1
titled Site Plan of Additional Buildings – Cortlandt Self Storage Complex at Regina Avenue dated
January 25, 2006 and last revised January 15, 2008, as prepared by Ralph Mastromonaco for the
development plan. The following were noted: (Existing Site Issues)
a. Access drive to the rear of buildings 6 and 7 (formerly identified as 1 and 2 on approved
plan) was added.
b. Multiple retaining walls were constructed to support the rear access drives to buildings 6
and 7 (formerly identified as 1 and 2 on approved master development plan).
c. Parking was added to the southwest corner of building 6 (formerly identified as building 2
on the approved master development plan).
d. Parking has been added to the west and south of building 5 (formerly identified as
building E on the approved master development plan).
e. Trailer storage in rear of building 8 (formerly identified as building E on the approved
master development plan).
f. Building 8 (formerly identified as building 3 on the approved master development plan)
was shifted south from the original location.
These items should be referenced For Planning Board consideration as part of the site plan
approval for the new building.
Response: See response to 3a under the Planning Memo.
2. Provide a removals plans identifying asphalt, structures, and utilities to be removed. Provide
retaining walls calculations for sliding, overturning, and global stability for constructed walls over
3-ft on-site. Provide details for the associated site improvements.
Response: Any infrastructure to be removed as has been identified on SP-1.1 and SP-1.2
of the plan set. Preparation of the requested retaining wall calculations is ongoing and
will be provided under separate cover when completed.
3. All approvals must be received by regulatory agencies having jurisdiction prior to commencement
of ANY construction activities.
Response: Noted.
4. Per Chapter 259, a steep slope analysis and finding statement may be required.
Response: a steep slope analysis and finding statement may have been required related to
the previously proposed retaining wall and asphalt shown for Building 11 but that
proposed work has been removed from the Site Plan so a steep slopes finding statement
should not be required.
5. Per Chapter 179, a wetland finding statement may be required.
Response: a wetland findings statement is being prepared and will be submitted under
separate cover.
6. Firematic response comments are pending referral to DOTS – Code Enforcement and the Lake
Mohegan Fire Department upon revision of the plans.
Response: Noted. A response from the Lake Mohegan Fire Department has been obtained
and will be submitted via the Town’s Open Gov Portal for this application.
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Town of Cortlandt Planning Board September 23, 2026
Cortlandt Self-Storage, L.P. – Amended Site Plan page 7
These items should be noted in the proposed Site Development Plans and include an updated drainage
analysis for the site.
Response: Noted.
Sheet SP-1.1 – Site Development Plan
1. Extend the water line easement to encompass the hydrant near building 9.
2. Provide a dimensional bulk table for the site, legend, and Town Signature Block on the plans.
3. Note the previous site changes to the site. Add callouts
4. Number all buildings.
Response: An updated water line easement to include the hydrant near Building 9 has
been shown on the site plan and a copy of the new easement description has been
uploaded to the Town’s Open Gov Portal. Other items noted and add to the site plan.
Sheet SP-1.2 - Site Development Plan
1. The Planning Board Chairman requested physical barrier (i.e. fence) around the contractor yard
area
Response: Physical Barrier (fence and wall) on 3 sides of the contractor yard has been
noted on the site plan. The front of the respective contractor yards are not having a
fence/barrier installed to accommodate access to the areas.
2. Clarify the necessity of 623 sf of asphalt and retaining wall shown to the north of the new building
It appears a majority of the retaining wall and proposed asphalt (623 sf) to the north of the new
building can be removed and a single 5-foot-wide access to the doors can be provided.
Response: The proposed asphalt and retaining wall have been removed from the site plan
and are no longer proposed for this project.
3. Identify points of door access to the proposed facility.
Response: Access doors to the proposed facility have been added to the site plan.
4. Provide a note on the plan indicating no exterior equipment storage or container storage is
permitted outside of the areas designated as contractor storage and no outdoor repair of
equipment is permitted.
Response: A note to this affect has been added to the plan to the site plan. Along with a
note to indicate that parking of licensed vehicles outside of the contractor yards is
permitted.
5. Show relocated sanitary force main, drainage pipe, and drainage structures, footing drains, as
well as proposed drainage infrastructure (including roof leaders and means of conveyance).
Response: This information been included on the revised site plan.
6. Provide a note on the plan that sanitary sewer force main and drainage piping to be relocated
prior to building construction. Also note, sanitary force main is to be pressure tested following
relocation in the presence of a Town of Cortlandt Department of Technical Services
Representative and Applicant’s Engineer. A Professional Engineer shall provide a certification of
said installation and testing to the Town.
Response: We request that this note be a condition of Final Site Plan approval.
7. Provide additional capacity for the increase in impervious areas within the stormwater
management basin compared to the original site plan. Note the basin shall be restabilized with
topsoil, seed, and mulch.
Response: We request that the additional capacity for the stormwater basin and
corresponding restabilization note be a condition of Final Site Plan approval.
Page 40
Town of Cortlandt Planning Board September 23, 2026
Cortlandt Self-Storage, L.P. – Amended Site Plan page 8
8. Please confirm if the area of total disturbance associated with the additional improvements
identified in Administrative Comment 1 and the proposed project exceed the one acre threshold
and thus require a SWPPP under the NYSDEC Redevelopment criteria.
Response: The tabulated areas for total disturbance associated with the additional
improvements is less than 1 acre and thus should not require a SWPPP under the
NYSDEC Redevelopment criteria.
9. Sheet SP1.1 indicates material storage on-site but is not shown on Sheet SP-1.2. Material
storage areas shall be shown along with mechanism of containment to prevent sediment runoff.
Response: Material Storage is not proposed in the contractor yard’s and reference to it
has been removed from the site plan.
10. Show not only spot elevations but proposed contours around the building.
Response: Adequate spot elevations and contours for the proposed Building 11 have been
shown on the site plan.
11. Provide new invert at drop inlet with rim 328.9 receiving the new 15-inch drainage pipe.
Response: A proposed invert in the existing drop inlet for the new 15-inch drainage pipe
has been shown.
12. It appears a low point is being created on the southern side of the building, and a catch basin will
be required.
Response: A low point is not being created. The area pitches from high to low towards the
existing asphalt and a new catch basin in that area is not required.
13. Identify the surface area of the storage yards.
Response: See response to 3i under the Planning Memo.
14. Number all buildings.
Response: The site plan has been updated to include numbering off all buildings.
15. Add a note indicating the conservation easement shall be field staked by a NYS licensed
surveyor prior to Building Permit Issuance. At no point shall the conservation easement be
encroached upon.
Response: A note to this affect has been added to the site plan.
16. The contractor’s yard extends over the drainage easement. If outdoor storage is permitted over
the drainage easement it shall either be relocated elsewhere onsite, or sufficient notes outlining
access and responsibility to relocate of the outdoor storage.
Response: See response 3f of the Planning Memo.
17. Provide a safety plan on how equipment moves from one side of the site to the other without
interfering with the customers accessing the storage buildings. (not going on plan)
Response: The applicant proposes the following Equipment Movement Safety Plan
a. Equipment will be moved between the designated contractor's yard areas
in a controlled manner to avoid conflicts with customers accessing the
self-storage buildings. The contractor's yard has operated on the site for an
extended period without any known conflicts or safety incidents involving
customer access.
b. The following procedures will be maintained:
c. Equipment will be limited, whenever practical, to periods of lower customer
activity.
Page 41
Town of Cortlandt Planning Board September 23, 2026
Cortlandt Self-Storage, L.P. – Amended Site Plan page 9
d. A trained employee or spotter will monitor the access drive and guide
equipment when it is moved across customer circulation areas.
e. Equipment operators will stop and yield to customers, pedestrians, and
passenger vehicles at all times.
f. Warning lights, audible alarms, cones, temporary signs, or barricades will
be used when appropriate.
g. Equipment will travel at a slow and controlled speed along designated
routes.
h. No equipment will be staged, parked, loaded, or unloaded within customer
drive aisles, building entrances, fire lanes, or emergency-access routes.
i. Customer access to the storage buildings will remain open and
unobstructed.
j. If customer traffic is present, equipment movement will be temporarily
suspended until the route is clear.
k. Employees responsible for moving equipment will be instructed in the
site's circulation and safety procedures.
18. List the exact equipment proposed to be onsite in the contractor’s yard.
Response: An exact equipment list can not be provided as the applicant’s need for
contractor storage is variable. Representative equipment has been added to the site plan.
19. Clearly indicate employee vs customer parking.
Response: Employees and customers are able to park in any open parking spots at the
site.
20. Consider eliminating door locations on Sheet FP-3.1 and Sheet FP-3.2 in the front and rear of the
building to eliminate the needs for stairs in the rear and retaining wall and ramp in the front.
Otherwise show the necessary improvements for Planning Board review and consideration.
Response: These door locations have been removed.
21. As indicated at the September Planning Board meeting, please add a note that no storage of
aggregate material will take place within the contractor storage area.
Response: A note to this affect has been added to the site plan.
22. Add the following Town Standard notes:
a) All disturbed areas shall be 100% stabilized and planted prior to the issuance of a
Certificate of Occupancy.
b) The applicant shall submit an as-built foundation survey to the Town of Cortlandt prior to
framing
c) Prior to the backfilling of any storm water best management practice, DOTS shall be
notified to perform an inspection.
d) All proposed import fill must be tested and certified as unrestricted, suitable for residential
use in accordance with Town Policy. Certification must be provided by a licensed
professional. All certifications shall be addressed to Town’s Planning Board Engineer. All
soil analytics and reports will be forwarded to the Town’s Planning Board Engineer for
review and approval.
e) Prior to acceptance of the road and drainage facilities, the Town will require a certification
from a NYS Engineer that the completed site work and drainage improvements will not
cause an adverse impact to adjoining or downstream properties.
Page 42
Town of Cortlandt Planning Board September 23, 2026
Cortlandt Self-Storage, L.P. – Amended Site Plan page 10
f) Rock ripping will be used wherever possible. If blasting is required, it will require prior
approval from the Town of Cortlandt and an air quality permit from the Westchester
County Department of Health.
g) There shall no processing of excavated materials by a rock crusher or similar equipment
on-site.
h) No retaining wall or foundation drains shall be discharged into the on-site drainage
system.
Response: These notes have been added to the site plan.
Sheet CD-2.1 – Construction Details
1. Multiple details for sewer installation beneath pavement are provided. Select one and remove the
others
Response: The sewer installation details have been updated for consistency and clarity.
2. Driveway asphalt section differs from trench replacement details. Please clarify and provide
consistent asphalt sections.
Response: The asphalt section for trench replacement has have been updated for
consistency and clarity.
Should you have any questions or require any additional information from our office please don’t hesitate
to contact us.
Respectfully submitted,
Patrick M. Bell, P.E.
enclosures
cc: Mark Giordano, Owner/Applicant
File:Giordano-44 Regina Ave-Cortlandt-Site Plan-Letter-20260923
Page 43
JOHN A. LENTINI, Architect
September 23, 2026
TOWN OF CORTLANDT
Planning Department
1 Heady Street
Cortlandt Manor, NY 10567
Att: Town of Cortlandt Planning Board Chairman
Re: Nail Salon 3172 E. Main Street, PBCK-24-6, A-24-539 Reduced Scope
submission
Dear Chairman:
Revised plans submitted indicate a reduced scope from the initial
proposal filed 7/25/2024. We, hereby proposes no additional floor area. The
request to permit a second floor addition has been abandoned due to an
overwhelming resistance from Town Department of Technical Services.
We hereby propose maintaining the existing structure foot print and
altering the roof as illustrated for the primary purpose of installing Solar
Cell Collectors. Other repairs and improvements are required to the
basement and structure. The proposed use remains as a Beauty Parlor/
Nail Spa, B Occupancy
The applicant has filed applications for connecting the sanitary
sewers of the referenced site and the neighboring lot, 3176 E. Main Street,
which is a multiple dwelling. Both lots are owned by the applicant,
however, were acquired at different times and have separate deeds. An
easement has been established for both lots to reach sanitary spurs
provided by the neighboring property known as the Cortlandt Crossing at
3144 E. Main Street. It appears that a lack of approval for the new use for
3172 E. Main Street is preventing the sanitary connections for both sites.
Page 44
9/23/2026 continued
Aside from the trenching required for the sewer connections there is
no proposed significant site disruption. The former parking in front of 3172
E. Main Street is discontinued. The remaining parking appears sufficient.
I believe that the desire to re-build the roof is sufficient for the Town
to require review by the Town’s Zoning Board of Appeals (ZBA). The
existing side yard setback(s) are insufficient. We will repeat our request to
be referred to the ZBA or to schedule a public hearing which ever is the
appropriate sequence. I believe at some point the lead agency has to be
identified if it hasn’t been already.
Please be advised that the former owner/developer worked with the
New York State Department of Transportation for approval of the current
curb cut configuration that has worked well without incident for years. I
believe that the former owner also negotiated the sanitary connections
provided by the Cortlandt Crossing. We do not wish to physically alter
Route 6 or the curb cuts and will provide an easement or agreement
between the two properties that are in the same ownership, to the
satisfaction of the Town’s Department of Technical Services. The
configuration is unusual. In my professional opinion the traffic patterns do
not pose any hazards and is safer than eliminating one of the three for the
purpose of resembling homogeneity or separating parking areas. The Town
has encouraged combining parking areas on other commercial sites on E.
Main Street.
Your review and consideration is greatly appreciated.
Respectfully
JOHN A. LENTINI ARCHITECT
2 of 2
Page 45
'
4.94
26.0'
10.07'
30.0'
30.0'
30.0'
30.0'
4'
166.3' 33.
0 '
10.0'
30.
30.0'
30.0'
3.6'
1 1.92'
7.92'
Page 46
18" 12" 12"
12"
18"
18"
Page 47
@ PROPOSED ARBORVITAES 12 FEET ON CENTER
MOUNTED ADJUSTABLE XL22-80 LED LIGHT NEW LOCATION
LUMINNARE SCHI
SYMBOL laTy |TYPE|WATTS|ARRANGEMENT [TOTAL LAMP LUMENS | LLF | DESCRIBE
« ) 9 LED Fe EAJADJUSTABLE | 65.457 - | 13,688, 100 | RAB XL22-80
#3172
EX. 1 STY
FRAM
PROPOSED.
a, PROPOSED
BEAUTY SHOP
PARKING SIC SEC. 7231
DESIGN CRITERIA
MAXMUM FOOT CANDLES (FC) PER SQUARE FOOT (PSF)
Es ILLUMNANCE (FC) . A = AREA
1 FC = 1 LUMEN PSF
PAKING AND WALK AREA_ 10,000 SF
LIGHTED LANDSCAPE AREA 1000 SF
LUMENS - E X A - | X L000
E - 110,000
HEIGHT 12” ABOVE
TOP OF CONTAINER
PAQUE IG
DUMPSTER ENCLOSURE PERSPECTIVE
PLO] PLAN
SCALE I - 10° Oo"
BOX exe TNs sures
TOWN OF CORTLANDT SEC. 327-123
* REQUIRED LIGHTIONG UNDER NORMAL
POWER CONDITIONS PER S 122821
“LIGHTING TO REMAIN ON DURING ALL.
TIMES OF OCCUPANCY,
‘ALL MEANS OF EGRESS SHALL MAINTAIN
LIGHTING AT THE SURFACE OF 1 FOOT-
CANDLE (ll LUX)
“LIGHTING AT EXIT DISCHARGE PER Iga823
ILLUMINATION NOT REQUIRED IF LIGHTING
IS. NO LESS THAN | FOTTCANDLE (1 ILUX)
* ALL EXITS TO COMPLY WITH 12285, EXIT
TO LEAD TO A PUBLIC WAY.
* ALL LIGHTING IMPROVEMENTS TO COMPLY
WITH THE TOWN OF CORTLANOT. ZONING
CODE CHAPTER 307. SEC. 307-123
“LIGHT FIXTURES TO'8E SELECTED AND.
ARRANGED TO PREVENT GLARE, TO INSURE
THE SAFETY OF PEDESTRIANS AND TO
CONSERVE. ENERGY.
* ALL NEW AND ANY UPGRADES 70 EXISTING
LIGHTING SHALL MEET THE FULL STANQARDS
PROVIDED IN THE QUTOOOR LIGHTING CODE,
* PROHIBITED OUTDOOR LIGHTING
ce] UP_LIGHTING, PROPOSED LIGHTING CANT
CREATE SKY POLUTION
bl EXTERNALLY LIT SIGNS, DISPLAY OR
STRUCTURE.
¢) ROOF MOUNTED AREA LIGHTING
od SEARCH. STROBE OR LASER LIGHTS
e] MERCLRY VAPOR OR METAL HALIDE ARE
PROHIBITED.
) UNSHIELDED FIXTURES ARE PROHIBITED.
@) NEON LED TUBE OR ROPE LIGHTS
PROHIBITED PER COE.
* MAXIMUM LIGHTING LEVELS AS FOLLOWS
=) PARKING LOTS, WALK WAYS AND BUILDING
ENTRANCE,
SHALL HAVE A MAXIMUM AVERAGE LEVEL,
OF ONE FOOT CANDLE.
b) UNIFORMITY RATIOS NOT LESS THAN 13
(33) PARKING AND TRAFFIC AREAS.
Pri S/2nee ap Ea
CLIENT
MR/ CHEUNG LAM
LOCATION
3172 E. MAIN STREET
MOHEGAN LAKE, NY 12547
46-1-18. HC ZONE. 16.162 SF
IPEEKSKILL SEWER DISTRICT
prawn [oate 2/13/2026 [ov JE bx |
SITE PLAN
JOHN A. LENTIN |
ARCHITECT
124 ALLAN STREET
04324
=
"PBCK-24-6
A-24-539
EXPIRES 03/31/2026
Page 48
RIGHT SIDE ELEVATION
So
LEFT SIDE ELEVATION
Pabst
FRONT ELEVATION
Page 49
TOWN OF CORTLANDT
DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT
Town Hall, 1 Heady Street Town Supervisor
Cortlandt Manor, NY 10567 Richard H. Becker, MD
Heather LaVarnway, CNU-A, AICP Main #: 914.734.1080
Director Town Board
James F. Creighton
Michelle Robbins, AICP Cristin Jacoby
Robert Mayes
Joyce C. White
MEMORANDUM
TO: Planning Board Members
FROM: Heather LaVarnway, CNU-A, AICP, Director
Michelle Robbins, AICP, Assistant Planner
SUBJECT: PB 2024-4 Application of John Lentini on behalf of J Glamour Nails & Spa Inc., for Amended Site Plan
approval for change of use and renovation of a former restaurant to a nail/beauty salon use, located
at 3172 E. Main Street (US Route 6). Section 24.6, Block 1, Lot 18.
DATE: September 28, 2026
The Planning Department reviewed the subject application consisting of:
• 3-page Site Plan set for 3172 E. Main Street prepared by John A. Lentini, Architect dated 5/12/25 and
last revised 6/9/26
• Elevations for “Beauty Shop” prepared by John A. Lentini, Architect dated 5/12/2025 and last revised
6/9/26
Project Description:
The applicant is applying for a change of use and amended site plan to renovate the existing building formerly
occupied by a restaurant. The applicant is proposing to change the roofline of the building by extending the
peaked roof over the entire footprint of the structure and by modifying the roofline of the portico. The existing
building footprint would not be changed. The site shares driveway access from Route 6 with the residential
building on the adjacent parcel to the east.
Upon review of the above items, we offer the following observations and comments:
Additional Information Required:
1. The applicant shall provide the following additional information:
A. Please update the architect seal and signature. The seal on the site plan shows an expiration
date of 3/31/26.
B. The site plan should indicate that it is an amended site plan and a change of use.
C. The applicant should confirm that the proposed renovation would not result in additional
building square footage.
D. The applicant shall provide floor plans to reflect the proposed interior of the building.
Nail/beauty stations, and other interior breakdowns of space, shall be clearly indicated on the
floor plans; this will help inform expected parking needs. Floor plans shall be provided showing
any basement and second story levels, if proposed.
Page 50
E. Site-wide front, rear, and side yard setback lines shall be shown on the plan. The “Zoning Info”
table on the site plan shows a 23.9 LF side setback. This dimension should be shown on the site
plan.
F. If a wall-mounted sign is proposed please show on the architectural elevations. If additional sign
details are known, they should be provided as well.
2. The lighting information currently shown on the plot plan is insufficient. The applicant should
demonstrate that there is adequate lighting in the parking areas. Per §307-12.3-E, the applicant shall
provide a separate photometric plan with footcandle grid showing lighting levels throughout site, along
with a luminaire schedule including color temperature and BUG rating, etc. Photometrics are typically
procured in consultation with the lighting manufacturer based on the specific fixtures selected.
Complete manufacturer’s cut sheets of each fixture shall also be provided, including details on which
fixture specifications are proposed for this project.
3. The applicant shall provide a plant schedule indicating the number, type, and size at planting of all
proposed plant materials. A key shall be included so that the locations of all proposed plant materials
can be identified on the landscaping plan. A tree planting detail was provided but no new trees appear
to be shown on the plan.
4. A site circulation plan shall be provided that illustrates how vehicles, particularly garbage and fire trucks,
will maneuver the site. This parcel is within the Lake Mohegan Fire District.
Site Layout:
5. As shown on the plans, the asphalt area between the front of the building and Route 6 appears to
remain as-is. In order to prevent people from illegally parking in the front yard, which is too narrow to
safely accommodate parking and two-way vehicle traffic a portion of this area closest to the building
should be reclaimed for lawn/landscaping.
6. The proposed refuse container location/orientation at the rear of the parking lot is not easily accessible
if there are vehicles parked in the adjacent parking spaces. The applicant shall relocate/reorient the
refuse container to eliminate conflicts with parked vehicles and allow a garbage truck to access the
dumpster and easily maneuver around the site.
7. Per §154 of the Town code, the dumpster area shall include a properly designed enclosure. Although
some details of the enclosure were provided additional details such as height of the enclosure and
proposed materials shall also be provided.
Parking & Traffic:
8. The commercial and adjacent residential parking areas currently flow together without delineation,
which creates the potential for conflicts and safety issues between the intermingled traffic. The Planning
Board may want to consider requiring a fence, safety bollards, or some other type of separation along a
portion of the lot line between the parking area of the commercial property and the patio and rear yard
of the residential property to improve safety and ensure privacy for the residential use.
9. The applicant shall ensure that all ADA accessible parking spaces are properly sized, striped, and signed.
The ADA space appears to be narrower and longer than the adjacent parking spaces.
10. Bollards and what appear to be stairs are shown at the door located on the east side of the building on
Sheet S-1. The applicant should confirm that proper internal vehicular access and aisle width is
maintained and that the proposed bollards and stairs do not interfere in site circulation or result in
pedestrians entering/exiting the building directly into the internal traffic lane.
PB2024-4 Planning Review Memo #2 | Page 2
Page 51
Architecture:
11. The applicant shall provide additional details about the proposed building design and materials. The
application will need to be referred to the Architectural Review Council (ARC).
cc: Dr. Richard Becker, Town Supervisor
James Creighton, Town Board Liaison
Michael Cunningham, Esq., Deputy Town Attorney
Michael Preziosi, P.E., DOTS
Catherine Brosnan, P.E., DOTS
Wendy Talio, CAC
John Lentini, R.A.
PB2024-4 Planning Review Memo #2 | Page 3
Page 52
September 23, 2026
Stephen Kessler, Chairman
Town of Cortlandt Planning Board
Town Hall, 1 Heady Street
Cortlandt Manor, NY 10567
Re: Amended Site Plan
KRD Properties LLC dba Hudson Valley Motorcycles
2108 Albany Post Road
Dear Chairman Kessler and Members of the Planning Board:
Find enclosed the following information for the above-referenced Project:
1. Planning Board Application fees of $500
2. Planning Board Application (via OpenGov)
3. 2 copies of the Adjoining Property Owners List
4. 2 copies of the Short Environmental Assessment Form
5. 2 copies of the Site Plan, full size, 7 copies at 11”x17”
6. 2 copies of the Architectural Plan, full size, 7 copies at 11:x17”
7. 2 copies of the site photos
8. 1 copy of the signed purchase contract
PROJECT NARRATIVE
This office has been retained by the Applicant to seek Amended Site Plan Approval from the Planning
Board. The project was recently operating as a manufacturing facility which is now proposed to operate
the Applicants business. The project site will be the Headquarters for Hudson Valley Motorcycles.
The project site is fully developed with an existing one-story, 24,650 square foot concrete and steel
building, paved parking areas, existing access onto Albany Post Road, existing utility connections and
septic system. The proposed use is permitted in the HC-9A Zoning District and the Town Code
Enforcement office determined that approval is required from the Planning Board for the Change in Use.
The building interior will be modified to include two separate showrooms, service areas, and a parts
department.
There is virtually no land disturbance except for the creation of three new gravel parking spaces. All
existing building coverages and setbacks will remain.
Parking requirements for the prior manufacturing use, per code, required 62 parking spaces. Per Town
Code Chapter 307 Article VIII , the new interior layout requires 61 parking spaces, a number which
cannot be achieved nor does the applicant need that many spaces. There are 21 spaces presently and by
adding three new gravel spaces and restriping in front of the refuse enclosure, there is approximately 27
parking spaces.
Page 53
Town of Cortlandt Planning Board September 23, 2026
2108 Albany Post Road page 2 of 2
The business has 12 employees, 2 principals and an estimated daily visit of 5 customers. There is ample
parking on site for the successful operation of the business and therefore the Applicant is respectfully
requesting parking space relief from 61 to 27 parking spaces.
In addition, the building front face is obscured from Albany Post Road due to a row of trees and
vegetation along the frontage of the site. It is noted that the trees are generally in fair to poor condition
and we are proposing to remove 11 trees. The trees will be replaced with a new row of native deciduous
trees, a total of 12 trees are to be planted.
We respectfully request placement of the application on the Planning Board’s October meeting agenda
for consideration. Should you have any questions or require additional information please contact me at
the above number. Thank you for your time and consideration in this matter.
Respectfully submitted,
Cronin Engineering
cc: Rich Alexander via email w/ encl.
alexander-2108 albany post road-pb-amended site plan-initial submission-ks-20260923
Page 54
Short Environmental Assessment Form
Part 1 - Project Information
Instructions for Completi
Part 1 — Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the
application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on
information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as
thoroughly as possible based on current information.
Complete all items in Part 1. You may also provide any additional information you believe will be needed by or useful to the lead
agency; attach additional pages as necessary to supplement any item.
Part 1 — Project and Sponsor Information
Name of Action or Project:
Site Plan for 2108 Albany Post Road
Project Location (describe, and attach a location map):
2108 Albany Post Road
Brief Description of Proposed Action:
A Change in Use from a manufacturing business to a motor cycle shop which includes a showroom, storage area, office
and repair shop.
Name of Applicant or Sponsor:
<=
Address:
39 Arlo Lane
City/PO: State: Zip Code:
Cortlandt Manor NY 10567
1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance,
administrative rule, or regulation?
NO YES
If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that [ |
NO
may be affected in the municipality and proceed to Part 2. If No, continue to question 2.
2. Does the proposed action require a permit, approval or funding from any other government Agency?
If Yes, list agency(s) name and permit or approval: Planning Board
3. a. Total acreage of the site of the proposed action? 1.37 acres
b. Total acreage to be physically disturbed? 0.025 acres
c. Total acreage (project site and any contiguous properties) owned
or controlled by the applicant or project sponsor? 1.37 acres
4. Check all land uses that occur on, are adjoining or near the proposed action:
Urban [[] Rural (non-agriculture) [1 Industrial [J] Commercial [J Residential (suburban)
CO Forest (1) Agriculture CO Aquatic [1] Other(Specify):
CD Parkland
Page 1 of 3 SEAF 2026
Page 55
5. Is the proposed action,
a. A permitted use under the zoning regulations?
b. Consistent with the adopted comprehensive plan?
OL é
6. Is the proposed action consistent with the predominant character of the existing built or natural landscape?
7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area?
Name:Hudson River, Reason:Exceptional or unique character, Agency:Westchester
If Yes, identify: County, Date:1-31-90
8. a. Will the proposed action result in a substantial increase in traffic above present levels?
b. Are public transportation services available at or near the site of the proposed action?
c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed
action?
I4\O|4|/O 4 8 §
9. Does the proposed action meet or exceed the state energy code requirements?
If the proposed action will exceed requirements, describe design features and technologies:
|
10. Will the proposed action connect to an existing public/private water supply?
If No, describe method for providing potable water:
11. Will the proposed action connect to existing wastewater utilities? NO | YES
If No, describe method for providing wastewater treatment:
Existing on site subsurface wastewater treatment system
12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district NO | YES
which is listed on the National or State Register of Historic Places, or that has been determined by the
Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the
State Register of Historic Places?
b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for
archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory?
J
13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain
wetlands or other waterbodies regulated by a federal, state or local agency?
b. Would the proposed action physically alter, or encroach into, any existing wetland or waterbody?
If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres:
NO
Ole
Page 2 of 3
SEAF 2026
Page 56
14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply:
O Shoreline Forest [[] Agricultural/grasslands [1] Early mid-successional
OWetland © Urban fi Suburban
15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or
Federal government as threatened or endangered?
16. Is the project site located in the 100-year or 500-year flood plain?
17. Will the proposed action create storm water discharge, either from point or non-point
sources?If Yes,
a. Will storm water discharges flow to adjacent properties?
b. Will storm water discharges be directed to established conveyance systems (runoff and storm drains)?
If Yes, briefly describe:
Existing drainage patterns will remain.
18. Does the proposed action include construction or other activities that would result in the impoundment of water NO | YES
or other liquids (e.g., retention pond, waste lagoon, dam)?
If Yes, explain the purpose and size of the impoundment:
Wd | LJ
19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO | YES
management facility?
If Yes, describe:
Wd) LI
20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or NO | YES
completed) for hazardous waste?
If Yes, describe:
Wd} LJ
NO | YES
21. Is the project located within, or within % mile of, a disadvantaged community? l Y ]
If No, could impacts from the project affect a disadvantaged community?
If Yes to either question in 21, answer the following question.
a. Identify the potential pollution impacts of the project, either direct or indirect, that may occur within the
disadvantaged community (e.g., wastewater discharges, air emissions, noise, odors, solid or hazardous waste
generation or management):
potential noise impacts
I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF
MY KNOWLEDGE
Applicant/sponsor/name:_Cronin Engineering Date: September 23, 2026
Signature: | ll Title: Project Manager
Page 3 of 3 SEAF 2026
Page 57
EAF Mapper Summary Report
Monday, September 21, 2026 9:19 AM
Boney 54°8-3-42
fech
o
54.8-3-49
54.12-3-2
4.12-3-
th
a
54.8-2-32 2
54.8-2-34
54.8-2-30
Disclaimer: The EAF Mapper is a screening tool intended to assist
project sponsors and reviewing agencies in preparing an environmental
assessment form (EAF). Not all questions asked in the EAF are
answered by the EAF Mapper. Additional information on any EAF
question can be obtained by consulting the EAF Workbooks. Although
the EAF Mapper provides the most up-to-date digital data available to
DEC, you may also need to contact local or other data sources to
confirm data provided by the Mapper or to obtain data not provided by
the Mapper.
54.8-2-26
94.8-2:29 Sound: | prtchvile ,
Bare 4 r 1
. Kingston { guid
Pi Vompont » 4
Toronto =. ‘0 j ~ JHat
ffamilfon Rochester
oF
\Bultale Hew Yor
Part 1 / Question 7 [Critical Environmental
Area]
Part 1 / Question 7 [Critical Environmental
Area - Identify]
Part 1 / Question 12a [National or State
Register of Historic Places or State Eligible
Sites]
Part 1 / Question 12b [Archeological Sites]
Part 1 / Question 13a [Wetlands or Other
Regulated Waterbodies]
Part 1 / Question 15 [Threatened or
Endangered Animal]
Part 1 / Question 16 [100 or 500 Year
Floodplain]
Part 1 / Question 20 [Remediation Site]
Part 1 / Question 21 [Disadvantaged
Community]
Yes
Name:Hudson River, Reason:Exceptional or unique character,
Agency:Westchester County, Date:1-31-90
No
Yes
Yes - Digital mapping information on local, New York State, and federal
wetlands and waterbodies is known to be incomplete. Refer to the EAF
Workbook.
No
No
No
Yes
Short Environmental Assessment Form - EAF Mapper Summary Report 1
Page 58
2108 Albany Post Road
September 23, 2026
Page 59
Page 60
UNAUTHORIZED ALTERATION TO A MAP GEARING A LICENSED PROFESSIONAL LAND SURVEYOR'S
SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION
LAW. THE CERTIFICATION 1S NOT AN EXPRESS OR IMPLIED WARRANTY OR GUARANTEE, IT IS
PURELY A STATEMENT OF PROFESSIONAL OPINION BASED ON KNOWLEDGE, INFORMATION AND
BELIEF, BASED ON EXISTING FIELD EVIDENCE AND DOCUMENTARY EVIDENCE AVAILABLE,
CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS.
PLAN PREPARED PURSUANT TO SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.
SUBJECT TO THE FINDINGS OF AN UP TO DATE TITLE SEARCH. UNLESS THE SURVEYOR'S:
ORIGINAL SIGNATURE AND SEAL APPEARS RAISED ON THIS MAP, IT SHOULD NOT BE CONSIDERED
[A TRUE AND CORRECT COPY OF THE SURVEYOR'S ORIGINAL WORK AND OPINION,
GaRBAGE
\
N/F SANGRO
SBL 54.12-3-2
LEGEND
© IRON PIPE
© IRON ROD
—& CATCH BASIN
39 FIRE HYDRANT
ELECTRIC NETER
ELECTRIC MANHOLE
TELEPHONE MANHOLE
GAS VALVE
UTILITY POLE. WITH RISER
UTITY POLE
UTILITY POLE WITH LIGHT
MAILBOX ea
VENT & OIL FILL To —
POST SS0S0C0000080000,
FIRE DEPARTMENT CONNECTION = 52
SIGN rs
© BOLLARD
fooedsraxrcoea
FENCED
ENCLOSURE
N/F SANGRO
SBL 54.12-3-2
N/F CCC PROPERTY
MANAGEMENT INC.
CNTRL# 582403373
SBL 54.12-3-5
PROPERTY LINE POB
EASEMENT EOA
WOOD/VINYL FENCE Ne.
OVERHEAD WIRES PL
STONE WALL SRW
MINOR CONTOURS cRW
MAJOR CONTOURS cc
cMP
POINT OF BEGINNING
EDGE OF ASPHALT
CONCRETE
PROPERY LINE
STONE RETAINING WALL
CONCRETE RETAINING WALL
CONCRETE CURB
CORRUGATED METAL PIPE
59847.57204SQFT.
SBL 54.12-3-3
N/E_FIONA
CNTRLg 612353454
SBL 54.12-3-4
'S26114°00"E
65.02"
'$23'27'50"E
LOCUS MAP
(N.T.S.)
SURVEY NOTES
1, THIS PLAN WAS PREPARED FROM AN ON THE GROUND FIELD SURVEY CONDUCTED BY RLS
(ON MAY 30, 2025 AND ON THE FOLLOWING DATUM—
MERIDIAN: L9443 PSO
HORIZONTAL: ASSUMED
VERTICAL: SCALED AS PER SITE DEVELOPMENT PLAN PREPARED BY CRONIN ENGINEERING
FOR’ SEVERINO SANGRO.
2, REFERENCES
‘STREET NAMES, R.O.W. WDTHS, PROPERTY IDENTIFICATION NUMBERS, OWNER NAMES,
EASEMENTS, AND ANY ADOITONAL INFORMATION SHOWN HEREON ARE REFERENCED FROM
‘THE FOLLOWING MAPS AND DOCUMENTS—
A. LAND CONVEYED TO NIMUS ASSOCIATES BY DEED BOOK 9443 PAGE 50, FILED IN THE
WESTCHESTER CO. CLERKS OFFICE ON JANUARY 9, 1989,
3. THE SURVEYED PROPERTY IS SUBJECT BUT NOT LIMITED TO THE INFORMATION SHOWN
HEREON. ALL INFORMATION THAT MAY AFFECT THE QUALITY OF TITLE TO BOTH THE
‘SUBJECT AND ADJOINING PARCELS SHOULD BE VERIFIED BY AND ACCURATE AND CURRENT
TVTLE REPORT.
4. THE LOCATION OF THE UTILITIES AS SHOWN HEREON HAVE BEEN COMPILED FROM VISIBLE
‘STRUCTURES AND INFORMATION OBTAINED FROM VARIOUS SOURCES, THE ACTUAL LOCATION
(GF ALL UTILITIES AND UNDERGROUND STRUCTURES SHALL BE CONSIDERED APPROXIMATE
AND SHALL BE VERIFIED BY THE OWNER PRIOR TO ANY CONSTRUCTION,
‘5. WETLANDS, ENVIRONMENTAL ANO/OR HAZARDOUS MATERIALS LOCATION, IF ANY, NOT
COVERED UNDER THIS CONTRACT. [OR] WERE LOCATED AS MARKED AT'THE TME OF THE
‘SURVEY.
6, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND
'SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7208, SUBDMSION 2, OF THE NEW YORK
‘STATE EDUCATION LAW.
7. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN
‘ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE
NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. THIS PLAN NOT VALID
UNLESS ORIGINAL STAMP AND SIGNATURE OF A LICENSED SURVEYOR ARE LOCATED
HEREON,
8 OFFSETS OR DIMENSIONS FROM THE PROPERTY LINES TO STRUCTURES ARE SURVEY
REFERENCES ONLY, AND NOT INTENDED TO MONUMENT THE PROPERTY LINES, NOR ARE
‘THEY TO BE USED IN OR GUIDE CONSTRUCTION OF ANY TYPE,
PROPERTY SURVEY
2108 ALBANY POST ROAD
TOWN OF CORTLANDT, NEW YORK
PREPARED FOR
CHUCK CARTALEMI
ROWAN LAND SURVEYING, PLLC
330 OLD ALBANY POST ROAD
GARRISON, NY_10524
P|
Ss
Drawn By PR Date Job No.
Surveyed By PR JUNE 1, 2025 | 025-060
Scale Sheet No.
1" 40° 10F 1
Page 61
SITE SPECIFIC NOTES
1. PARCEL TAX MAP DESIGNATION: SECTION: 54.12, BLOCK: 3, LOT(S): 3
2. TOTAL AREA OF EXISTING LOT: 59,847.57 SQ. FT. (1.37 ACRES).
APPROXIMATE LOCATION OF
3. SURVEY AND TOPOGRAPHICAL INFORMATION SHOWN HEREON IS BASED ON A SURVEY PREPARED BY ROWAN LAND SURVEYING, PLLC, ENTITLED "PROPERTY
SURVEY, 2108 ALBANY POST ROAD, TOWN OF CORTLANDT, NEW YORK, PREPARED FOR CHUCK CARTALEMI," DATED JUNE 1, 2025. EXISTING 8"Ø WATER MAIN
4. PARCEL IS LOCATED IN THE TOWN OF CORTLANDT HC/9A (HIGHWAY COMMERCIAL/MULTI-FAMILY) ZONING DISTRICT.
5. PARCEL IS LOCATED IN THE HUDSON RIVER WATERSHED.
SITE
ENGINEER'S NOTES
1. THERE SHALL BE NO MODIFICATION TO ANY ASPECT OF THIS PLAN WITHOUT CONTACTING THE DESIGN ENGINEER.
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, COUNTY AND LOCAL CODES, RULES & REGULATIONS.
3. THIS PLAN WAS PREPARED FOR THE PURPOSE OF OBTAINING SITE PLAN APPROVAL FROM THE CITY OF PEEKSKILL PLANNING COMMISSION AND A BUILDING
PERMIT. NO REPRESENTATION TO THE SUB-SURFACE SOIL CONDITIONS ON THIS LOT ARE MADE OR IMPLIED BY THIS PLAN. IMPROVEMENTS SHOWN ARE FOR
SCHEMATIC PURPOSES.
4. IT IS THE OWNERS RESPONSIBILITY TO INSURE THAT ALL IMPROVEMENTS ARE PLACED ON MATERIAL WITH A SUITABLE BEARING CAPACITY.
5. CONTRACTOR TO VERIFY DEPTH & LOCATION OF ALL UTILITIES INCLUDING WATER, SEWER, DRAINAGE, GAS, TELEPHONE, ELECTRIC & CABLE, ON SITE AND OFF
SITE, AS NECESSARY PRIOR TO START OF WORK.
6. PROPOSED BUILDING DESIGNED BY OTHERS.
6
3 LOCATION MAP SCALE: 1" = 300'
TELECOM
SPECIAL NOTES: WITNESS
POST
1. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR THE MEANS AND METHODS NEEDED TO PERFORM THE CONSTRUCTION/EXCAVATION, ET AL,
EXISTING
WALL
(11) TREES TO BE
LIGHTS
OPERATIONS SHOWN HEREON. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A SAFE WORKING ENVIRONMENT AND PROVIDE THE
MEANS AND METHODS TO PERFORM THE NECESSARY TASKS. NOTHING ON THESE PLANS SHALL OBLIGATE THE DESIGN ENGINEER AS TO THE MEANS AND
REMOVED (TYP)
METHODS TO PERFORM THE TASKS ASSOCIATED WITH THE APPROVED DESIGN PLANS. THOSE OBLIGATIONS AT ALL TIMES REMAIN WITH THE CONTRACTOR(S).
2. THESE DRAWINGS MAY OR MAY NOT TRULY REFLECT EXISTING CONDITIONS AND THAT SUCH INFORMATION IS INCLUDED ON THE ASSUMPTION THAT IT MAY PROVIDE NEW STRIPES IN ING
BE OF INTEREST TO THE CONTRACTOR, BUT THE ENGINEER, OWNER AND THEIR CONSULTANTS DO NOT ASSUME RESPONSIBILITY FOR ITS ACCURACY OR FRONT OF ENCLOSURE AD
LO OCK
COMPLETENESS. THE CONTRACTOR HAS AN OBLIGATION TO DETERMINE FOR ITSELF THE TRUE NATURE OF EXISTING CONDITIONS. D
MP
RA WN
DEMOLITION NOTES D O
EXISTING CONCRETE PAD
AND ENCLOSURE TO REMAIN
1. NO WORK SHALL BE PERFORMED UNTIL A PERMIT IS ISSUED BY THE CITY OF CORTLANDT.
2. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER.
DRY WELL
3. MATERIAL MAY BE RECYCLED/CRUSHED ON SITE AND USED FOR A SUBBASE AS DIRECTED BY ENGINEER.
4. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN PLACE AS DIRECTED BY ENGINEER PRIOR TO DEMOLITION WORK. EXISTING HANDICAP SPACE
5. AREAS WHERE ASPHALT/CONCRETE REMOVAL OCCUR SHALL BE STABILIZED WITH A LAYER OF 1" CRUSHED STONE. 3
EXISTING
6. DUST CONTROL SHALL BE PROVIDED DURING DEMOLITION OF THE SITE. WALL LIGHT 20
20 0 10
REFERENCE NOTES:
SCALE: 1" = 20 FT.
1. REFERENCE IS MADE TO A SET OF PLANS PREPARED BY JOSEPH G THOMPSON ARCHITECT, PLLC DATED SEPTEMBER 23, 2026.
OWNER/APPLICANT
SE
PTI
CA
ENGINEER'S NOTES TO OWNER AND/OR CONTRACTOR KRD PROPERTIES, LLC
RE
P.O. BOX 891
EXISTING
A
1. A PRE-CONSTRUCTION SITE INSPECTION WITH THE DESIGN ENGINEER IS REQUIRED WITH THE OWNER AND CONTRACTOR PRESENT TO CONFIRM THE 8
CONSTRUCTION PROCEDURE. FORT MONTGOMERY, NY 10922
2. THERE SHALL BE NO MODIFICATION TO ANY ASPECT OF THIS PLAN WITHOUT FIRST CONTACTING CRONIN ENGINEERING. FOR APPROVAL. 1-STORY DBA HUDSON VALLEY MOTORCYCLE
3. PRIOR TO ANY EXCAVATION, THE OWNER AND/OR CONTRACTOR SHALL CALL THE UNDERGROUND LINE LOCATION SERVICE (CODE 53) AT (800)-962-7962. FOR
MORE INFORMATION, VISIT WWW.DIGSAFELYNEWYORK.COM.
CONCRETE/
4. EROSION & SEDIMENT CONTROL MEASURES AS SHOWN IN THIS PLAN SET SHALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY SITE WORK. IF
UNFORESEEN FIELD CONDITIONS ARE ENCOUNTERED WHICH PROHIBIT THE INSTALLATION OF CERTAIN EROSION & SEDIMENT CONTROL MEASURES AS SHOWN,
STEEL · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS
UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS
IT SHALL BE THE OWNER AND/OR CONTRACTOR'S RESPONSIBILITY TO CONTACT THE DESIGN ENGINEER IMMEDIATELY TO DISCUSS ALTERNATIVE METHODS. IT EXISTING
SHALL BE THE OWNER AND/OR CONTRACTOR'S RESPONSIBILITY TO ENSURE THE INTEGRITY OF ALL EROSION & SEDIMENT CONTROL MEASURES AT ALL TIMES
THROUGHOUT THE DURATION OF THE PROJECT.
BUILDING WALL LIGHT ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF
ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS
8 SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE
5. THE DESIGN ENGINEER MAKES NO REPRESENTATIONS OR CERTIFICATIONS AS TO THE INTEGRITY, LOCATION OR EXISTENCE OF SUBSURFACE STRUCTURES OR DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
SOIL CONDITIONS WITH RESPECT TO STABILITY AND SUITABILITY FOR THE INTENDED PURPOSE. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR · COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED.
CONTRACTOR TO VERIFY ALL SUBSURFACE CONDITIONS AND INSURE THAT ALL IMPROVEMENTS ARE PLACED ON MATERIAL WITH A SUITABLE BEARING
CAPACITY.
REVISIONS
6. THE DESIGN ENGINEER MAKES NO REPRESENTATION OR CERTIFICATIONS AS TO THE QUANTITY OF MATERIAL NEEDED OR TO BE REMOVED FOR THE
SUCCESSFUL CONSTRUCTION OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO VERIFY THE QUANTITY OF MATERIAL
NEEDED OR TO BE REMOVED TO SUCCESSFULLY CONSTRUCT THE PROJECT.
7. IN THE EVENT THAT FIELD CONDITIONS ARE DIFFERENT THAN WHAT IS PRESENTED IN THIS PLAN SET, IT IS THE RESPONSIBILITY OF THE OWNER AND/OR
CONTRACTOR TO NOTIFY THE DESIGN ENGINEER. PRIOR TO CONTINUING WITH ANY FURTHER SITE WORK.
8. IF UNFORESEEN SUBSURFACE CONDITIONS ARE ENCOUNTERED (I.E. ROCK, GROUNDWATER, ETC.), THE OWNER AND/OR CONTRACTOR SHALL STOP WORK AND
NOTIFY CRONIN ENGINEERING. ALL NECESSARY MODIFICATIONS OR CHANGES SHALL BE DISCUSSED WITH AND APPROVED BY THE DESIGN ENGINEER PRIOR
TO CONTINUING WITH ANY FURTHER SITE WORK. FURTHERMORE, THE OWNER AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY
PERMITS IF BLASTING IS REQUIRED.
# REASON DATE
9. IT IS THE OWNER AND/OR CONTRACTOR'S SOLE RESPONSIBILITY TO FOLLOW OSHA, NYS AND ANY OTHER APPLICABLE CODES OR REQUIREMENTS
THROUGHOUT THE DURATION OF THE PROJECT. THIS INCLUDES BUT IS NOT LIMITED TO PROVIDING ADEQUATE BRACING AND GUARANTEEING THE STABILITY MUNICIPAL TAX IDENTIFICATION:
OF EXCAVATIONS AND OTHER VICINITY STRUCTURES.
APPROXIMATE SECTION: 54.12
10. THE DESIGN ENGINEER MAKES NO REPRESENTATION AS TO THE QUALITY (I.E. CONTAMINATION), IF ANY, OF THE SOILS ON THIS SITE. THE OWNER AND/OR
CONTRACTOR ARE RESPONSIBLE TO CONDUCT ANY AND ALL TESTING AS MAY BE REQUIRED TO ENSURE THE SITE HAS NO CONTAMINATED SOILS.
LOCATION
BLOCK: 3
OF
11. THE DESIGN ENGINEER MAKES NO REPRESENTATION AS TO THE SOIL BEARING CAPACITY OF THE SOILS ON SITE. THE OWNER AND/OR ARCHITECT ARE LOT: 3
RESPONSIBLE TO CONDUCT ANY AND ALL TESTING AS MAY BE REQUIRED TO ENSURE THE CONSTRUCTION OF THE FOUNDATION MEETS THE REQUIREMENTS WATER
EXISTING
OF THE NEW YORK STATE BUILDING CODE AND THE BUILDING CODE OF THE CITY OF PEEKSKILL. FOUNDATION DESIGN IS NOT PROVIDED BY THIS OFFICE AND IS
THE RESPONSIBILITY OF THE OWNER/ARCHITECT/BUILDER. WALL LIGHT SERVICE SUBLOT: -----
DRAWN BY: AB/ JC
12. THE OWNER/BUILDER/ARCHITECT ARE RESPONSIBLE TO ENSURE THAT THE BUILDING FOUNDATION MEETS ALL CITY CODES AND THE NEW YORK STATE
BUILDING CODE. IF UNSUITABLE MATERIAL IS ENCOUNTERED, THE OWNER SHALL MAKE PROVISIONS (I.E. DEEPER FOOTING, SPREAD FOOTING, GRADE BEAMS,
CHECKED: JCA/PMB
PILES, ETC.) AS NECESSARY TO ENSURE A CODE COMPLIANT FOUNDATION TO THE SATISFACTION OF THE TOWN OF CORTLNDT DEPARTENT OF TECHNICAL
SERVICES.
PROJECT: ALEXANDER-2108 ALBANY
DATE: SEPTEMBER 23, 2026
PATRICK M. BELL, P.E.
JOB #: 260812
SURVEY LEGEND ZONING MAP MUNICIPAL APPROVAL
LICENSE #087679
C N N
THE DEPARTMENT HEAD SIGNATURES INDICATE THAT THIS DRAWING OR SET OF DRAWINGS IS
CONSISTENT WITH THE PLANNING BOARD RESOLUTION OF APPROVAL AND WITH THE GENERAL
REQUIREMENTS AND POLICIES OF THE TOWN OF CORTLANDT FOR WHICH THE DEPARTMENT HEAD IS
RESPONSIBLE. THE PROJECT DESIGN INCLUDING ALL PUBLIC HEALTH AND SAFETY
APPROXIMATE TREE LINE CONSIDERATIONS ARE SOLELY THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL WHO HAS
M-1
SIGNED AND SEALED THE DRAWINGS.
N N N
NAL N N N C N L N
SITE REVIEWED BY THE DEPARTMENT OF ENVIRONMENTAL SERVICES:
(914) 736-3664
HC/9A
R-15 DIRECTOR DATE
39 Arlo Lane
REVIEWED BY THE DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT:
Cortlandt Manor, New York 10567
DIRECTOR DATE
R-160 EXISTING CONDITIONS
REVIEWED BY THE PLANNING BOARD ENGINEER:
ENGINEER DATE
SITE DEVELOPMENT PLAN
ZONING MAP SCALE: 1" = 500'
FOR
APPROVED BY RESOLUTION NO. OF THE PLANNING BOARD OF THE TOWN OF CORTLANDT, NEW
YORK ON THE DAY OF , 2026, SUBJECT TO ALL REQUIREMENTS AND CONDITIONS OF
SAID RESOLUTION. ANY CHANGE, ERASURE, MODIFICATION OR REVISION IN THIS PLAT OR SITE
2108 ALBANY POST ROAD
LIST OF DRAWINGS DEVELOPMENT PLAN, AFTER THE ABOVE DATE, SHALL VOID THIS APPROVAL.
SIGNED THIS DAY OF , 2026 BY:
SHEET TITLE SHEET NUMBER TITLE ISSUE DATE LAST REVISED
LOCATION:
EX-1.1 1 OF 3 EXISTING CONDITIONS SEPTEMBER 23, 2026 - 2108 ALBANY POST ROAD
SP-1.1 2 OF 3 SITE DEVELOPMENT PLAN SEPTEMBER 23, 2026 - CHAIRMAN OF THE PLANNING BOARD TOWN OF CORTLANDT, NEW YORK
CHRISTOPHER GROSS, P.E., DIRECTOR DEPARTMENT OF ENVIRONMENTAL SERVICES
SP-1.2 3 OF 3 CONSTRUCTION DETAILS SEPTEMBER 23, 2026 -
HEATHER LAVARNWAY, CNU-A, AICP, DIRECTOR, DEPT. OF PLANNING & COMMUNITY DEVELOPMENT
PLANNING BOARD CONSULTING ENGINEER
SHEET 1 OF 3 EX-1.1
Page 62
ZONING DATA CHART - HC/9A (HIGHWAY COMMERCIAL/MULTI-FAMILY)
MINIMUM MINIMUM MAXIMUM FRONT SIDE REAR MAXIMUM MINIMUM
LOT DESCRIPTION LOT AREA LOT WIDTH HEIGHT YARD YARD YARD BUILDING LANDSCAPE
(SQ FT) (FEET) (STORIES / FT) (FT) (FT) (FT) COVERAGE (%) COVERAGE (%)
POSSIBLE
MOTORCYCLE AND
SERVICE DEPOSIT
MINIMUM REQUIRED 20,000 100 2 12 / 35 30 30 30 25% 30%
EXISTING 59,847.57 177 1 / < 35 30.8 *7.6 84 *41% 41.8% SITE
*PRE-EXISTING NON-CONFORMING CONDITION
PARKING REQUIREMENTS
Use Parking
Requirements Quantity Spaces Required
Showroom 6
3
Storage
EXISTING
TELECOM
WITNESS
LOCATION MAP SCALE: 1" = 300'
WALL
Workshop LIGHTS
POST
Office
ING
Total AD
LO OCK
D
MP
RA WN
D O
IMMEDIATE PRIOR USE
PURSUANT TO SECTION 307-29 OF THE TOWN CODE; "Manufacturing
Facility" 1 per 400 square feet of Gross Floor Area"
* EXISTING GROSS FLOOR SPACE = 24,890 SF/400 SF = ~62 SPACES DRY WELL
PROPOSED USE
-EXISTING SPACES ON SITE = 27 SPACES 1
EXISTING REFUSE ENCLOSURE TO REMAIN, RELOCATE FIRE
-PROPOSED PARKING REQUEST = 61 SPACES TO BE REPURPOSED TO HOUSE 2-3 YARD
EXISTING
WALL LIGHT DEPARTMENT
-RELIEF SOUGHT FROM PLANNING BOARD = 34 SPACES CONTAINERS AND OUTDOOR STORM CONNECTION APPROXIMATE LOCATION OF WATER SERVICE
EXISTING CONCRETE PAD TO REMAIN
20 0 10 20
SCALE: 1" = 20 FT.
SE
PTI
OWNER/APPLICANT
CA
RE
CURB
EXISTING
A
8
CONCRETE SIDEWALK
KRD PROPERTIES, LLC
1-STORY P.O. BOX 891
FORT MONTGOMERY, NY 10922
CONCRETE/ DBA HUDSON VALLEY MOTORCYCLE
STEEL
EXISTING
BUILDING WALL LIGHT
· UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS
8 UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS
ST ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF
ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS
SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE
3
DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
SILT FENCE
· COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED.
REVISIONS
CNC. PAD &
FENCED GARBAGE
ENCLOSURE PROPOSED
3 NEW GRAVEL
PARKING
# REASON DATE
MUNICIPAL TAX IDENTIFICATION:
SECTION: 54.12
IMPERVIOUS AREAS
EXISTING BLOCK: 3
WALL LIGHT
EXISTING PROPOSED CHANGE LOT: 3
±38,685 S.F. ±38,685 S.F. 0 S.F. SUBLOT: -----
DRAWN BY: AB/ JC
CHECKED: JCA/PMB
TREE CHART
PROJECT: ALEXANDER-2108 ALBANY
DATE: SEPTEMBER 23, 2026
TREES TO BE REMOVED TREES TO BE PLANTED PATRICK M. BELL, P.E.
JOB #: 260812 LICENSE #087679
11 12
LANDSCAPE PLANTING CHART
SIZE
APPROXIMATE TREE LINE
C N N
QUANTITY SYMBOL BOTANICAL NAME COMMON NAME
CALIPER HEIGHT VOLUME
COMMENTS N N N
(IN.) (FT.) (GAL.) NAL N N N C N L N
2 SM 'ACER SACCHARUM' SUGAR MAPLE 3" ----- -----
SEE PLAN FOR (914) 736-3664
LOCATIONS
SEE PLAN FOR
2 RO 'QUERCUS RUBRA' RED OAK 3" ---- -----
LOCATIONS
39 Arlo Lane
SEE PLAN FOR
2 RB 'BETULA NIGRA' RIVER BIRCH 3" ---- -----
LOCATIONS Cortlandt Manor, New York 10567
SEE PLAN FOR
2 ER 'CERCIS CANADENSIS' EASTERN REDBUD 3" ---- ----
LOCATIONS
2 DW 'CORNUS FLORIDA' FLOWERING DOGWOOD 3" ---- ----
SEE PLAN FOR
LOCATIONS
SITE DEVELOPMENT PLAN
SEE PLAN FOR
2 BG 'NYSSA SYLVATICA' BLACK GUM 3" ---- ----
LOCATIONS
SITE DEVELOPMENT PLAN
FOR
2108 ALBANY POST ROAD
LOCATION:
2108 ALBANY POST ROAD
TOWN OF CORTLANDT, NEW YORK
SUGAR MAPLE RED OAK RIVER BIRCH EASTERN REDBUD FLOWERING DOGWOOD BLACK GUM
SHEET 2 OF 3 SP-1.1
Page 63
LANDSCAPING NOTES FILTER X, MIRAFI 100X, OR
STABILINKA T140N FILTER
10'
MAX.
CLOTH OR APPROVED EQUAL
1. ALL LANDSCAPING (PLANTING OF TREES, SHRUBS, SOD, ETC.) SHALL BE PERFORMED BY OR UNDER THE WOVEN WIRE FENCE (MIN. 14 12 6"
SUPERVISION OF A PERSON WHO MEETS AT LEAST ONE OF THE FOLLOWING CRITERIA: CERTIFIED NURSERY GAUGE W/ MAX 6" MESH SPACING MAX.
PROFESSIONAL, ISA CERTIFIED ARBORIST, CERTIFIED LANDSCAPE TECHNICIAN PROGRAM OR GRADUATE AS DEEMED NECESSARY BY NOTES:
FROM A 2 YEAR COLLEGE IN THE FIELD OF HORTICULTURE, ENVIRONMENTAL SCIENCE, LANDSCAPE QUALIFIED INSPECTOR.) 1. ALL PROPOSED SIGNS AND POSTS
ARCHITECTURE OR FORESTRY.
2" X 2" WOOD POST, NO. 2 TO BE IN ACCORDANCE WITH FEDERAL
6"
2. ALL PLANTS MUST BE HEALTHY AND REPRESENTATIVE OF THE FORM OF THE SPECIES.
RE-BAR OR STEEL PICKETS
MAX.
REGULATIONS AS MUCH AS
APPROPRIATE.
3. TREES TO BE PLANTED IMMEDIATELY AFTER DELIVERY FROM THE NURSERY. 2. ROAD NAME SIGNS SHALL BE AS
INDUSTRIES SIGN POST SYTEMS OR
APPROVED EQUAL (BREAKAWAY 'U'
SPECIFIED BY THE CITY OF PEEKSKILL.
TRAFFIC SIGN POST = FRANKLIN
4. CONTRACTOR TO ASSURE SUITABLE SOIL CONDITION, IF NECESSARY PROVIDE ORGANIC MATTER-COMPOST,
NUTRIFIED BARK, IN THE PROPORTION OF 2 PARTS OF SOIL TO 1 PART OF ORGANIC MATTER.
MIN.
30"
5. WATERING BASIN FOR TREES TO BE AT LEAST 30" IN DIAMETER OR THREE TIMES THE SIZE OF THE ROOTBALL. FL O
W FILTER X, MIRAFI 100X, OR SITE
6. BACKFILLING OF PLANT BASIN TO BE WITH THE ORIGINAL SOIL TO THE LEVEL OF 2 TO 4 INCHES ABOVE THE STABILINKA T140N FILTER VARIES
7'-0"
ORIGINAL LEVEL. CLOTH OR APPROVED EQUAL
2' (MIN.)
WOVEN WIRE FENCE (MIN. 14 12 GAUGE W/
CHANNEL POST)
7. PROVIDE APPROPRIATE WATERING AND IF NECESSARY WRAP THE TRUNK TO LIMIT DAMAGE FROM INSECTS. MAX 6" MESH (AS DEEMED NECESSARY BY
MIN.
18"
6" QUALIFIED INSPECTOR.)
8. ALL STAKING AND PIT DETAILS SHALL BE IN ACCORDANCE WITH THE NYS STANDARD SHEETS SECTION 611-1R1 MIN.
9. CONTRACTOR TAKES ALL RESPONSIBILITY FOR MAINTAINING A SAFE CONSTRUCTION AND 2" X 2" WOOD POST, NO. 2
TOE-IN FILTER FABRIC, RE-BAR OR STEEL PICKETS
POST-CONSTRUCTION CONDITION.
BACKFILL AND TAMP SOIL TO
10. A GRASS SEEDING MIXTURE FOR THE PROPOSED LAWN AREAS WILL BE 50% KENTUCKY BLUE, 25% PERENNIAL SECURE FABRIC IN PLACE FRONT VIEW
FINISHED GRADE
RYE AND 25% FINE OR RED FESCUE. SECTION VIEW
11. TOPSOIL REMOVED SHALL BE REPLACED TO A DEPTH OF AT LEAST 4-INCHES OVER ALL EXPOSED GROUND ROADWAY
SURFACES EXCEPT ROCK, AND SHALL BE PLANTED OR SEEDED AND MULCHED REPEATEDLY UNTIL THE AREA FILTER X, MIRAFI 100X, OR
IS STABILIZED. STABILINKA T140N FILTER CURB
CLOTH OR APPROVED EQUAL
12. ALL TREES WHICH FAIL TO SURVIVE FOR A PERIOD OF TWO CALENDAR YEARS SHALL BE REPLACED BY PERMIT
LOCATION MAP
3'-0"
HOLDER AT NO EXPENSE TO TOWN OF OWNER OF THE LAND, IF OTHER THAN THE PERMIT HOLDER OF THE WOVEN WIRE FENCE (MIN. 14 12 CONCRETE SCALE: 1" = 300'
PERMIT. SAID REPLACEMENT SHALL BE WITHIN 60 DAYS FOLLOWING WRITTEN DEMAND FOR SUCH GAUGE W/ MAX 6" MESH SPACING
FOOTING
REPLACEMENT FROM THE DIRECTOR OF TECHNICAL SERVICES OR WRITTEN EXTENDED PERIOD OF TIME AS AS DEEMED NECESSARY BY
MAY BE SPECIFIED. QUALIFIED INSPECTOR.) 3,500
PSI MIN.
EXISTING / FINAL GRADE
6"
OW
FL
EROSION AND SEDIMENT CONTROL NOTES 1'Ø
1) CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL SEDIMENT AND EROSION CONTROL JOINING SECTIONS
PRACTICES. THE SEDIMENT AND EROSION CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY TOP VIEW TRAFFIC SIGN POLE N.T.S.
MAJOR SOIL DISTURBANCES, AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED.
2) TIMELY MAINTENANCE OF SEDIMENT CONTROL STRUCTURES IS THE RESPONSIBILITY OF THE TOE-IN FILTER FABRIC,
CONTRACTOR. ALL STRUCTURES SHALL BE MAINTAINED IN GOOD WORKING ORDER AT ALL TIMES. THE BACKFILL AND TAMP SOIL TO
SEDIMENT LEVEL IN ALL SEDIMENT TRAPS SHALL BE CLOSELY MONITORED AND SEDIMENT REMOVED SECURE FABRIC IN PLACE
PROMPTLY WHEN MAXIMUM LEVELS ARE REACHED OR AS ORDERED BY THE ENGINEER. ALL SEDIMENT
CONTROL STRUCTURES SHALL BE INSPECTED WEEKLY, PRIOR TO EXPECTED RAIN EVENTS, AND AFTER ISOMETRIC VIEW. OW
FL
EACH HEAVY RAIN TO INSURE PROPER OPERATION AS DESIGNED. AN INSPECTION SCHEDULE SHALL BE
6" X 6" X 6" TRENCH
SET FORTH PRIOR TO THE START OF CONSTRUCTION.
3) THE LOCATIONS AND THE INSTALLATION TIMES OF THE SEDIMENT CAPTURING STANDARDS SHALL BE INSTALLATION NOTES:
AS ORDERED BY THE ENGINEER, AND IN ACCORDANCE WITH ACCEPTED STANDARDS.
1. EXCAVATE A 4 INCH X 4 INCH TRENCH ALONG THE LOWER SIDE OF A SLOPE AS SPECIFIED ON SITE PLAN.
2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNHILL) WALL OF THE
4) ALL TOPSOIL NOT TO BE USED FOR FINAL GRADING SHALL BE REMOVED FROM THE SITE IMMEDIATELY TRENCH (NET SIDE AWAY FROM DIRECTION OF STORM WATER FLOW).
AND PLACED IN A STABILIZED STOCKPILE OR FILL AREA. ALL TOPSOIL REQUIRED FOR FINAL GRADING 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH
AND STORED ON SITE SHALL BE LIMED,FERTILIZED, TEMPORARILY SEEDED AND MULCHED WITHIN 14 BOTTOM.
DAYS. 4. LAY THE TOE-IN FLAP OF FABRIC FLAT IN THE BOTTOM OF THE TRENCH AND BACKFILL THE TRENCH AND TAMP
THE SOIL OVER THE FLAP TO SECURELY HOLD THE FABRIC IN PLACE. STEEPER SLOPES REQUIRE AN
5) ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 14 DAYS AND NOT SUBJECT TO INTERCEPT TRENCH.
5. JOIN SECTIONS AS SHOWN ABOVE
CONSTRUCTION TRAFFIC, SHALL IMMEDIATELY RECEIVE TEMPORARY SEEDING. MULCH SHALL BE USED 6. PREFABRICATED UNITS SHALL BE OF TYPE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.
IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER. DISTURBED AREAS SHALL BE
LIMED AND FERTILIZED PRIOR TO TEMPORARY SEEDING.
SILT FENCE INSTALLATION N.T.S.
6) ALL DISTURBED AREAS WITHIN 500 FEET OF AN INHABITED DWELLING SHALL BE WETTED AS NECESSARY
TO PROVIDE DUST CONTROL.
OWNER/APPLICANT
7) THE CONTRACTOR SHALL KEEP THE ROADWAYS WITHIN THE PROJECT CLEAR OF SOIL AND DEBRIS AND
IS RESPONSIBLE FOR ANY STREET CLEANING NECESSARY DURING THE COURSE OF THE PROJECT.
8) SEDIMENT AND EROSION CONTROL STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN
KRD PROPERTIES, LLC
THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED BY PERMANENT MEASURES. P.O. BOX 891
9) SOIL SEEDING AND FERTILIZER AMENDMENTS SHALL BE PERFORMED IN ACCORDANCE WITH THE FORT MONTGOMERY, NY 10922
CURRENT EDITION OF "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND DBA HUDSON VALLEY MOTORCYCLE
SEDIMENT CONTROL".
10) ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE
CURRENT EDITION OF "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL".
· UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS
UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS
ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF
ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS
SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE
DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
DO NOT CUT LEADER SIGNAGE · COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED.
6"
(see detail) 1/4" PER FT. MIN SLOPE
(SEE DETAIL)
REMOVE ENOUGH WHOLE BRANCHES TO
REDUCE FOLIAGE BY 13 (ALWAYS PRUNE STANDARD HANDICAP
CONC.
CURB
REVISIONS
TO NODE OR CROTCH RETAINING
NORMAL PLANT SHAPE) SPACE SPACE CLASS
A CONC.
2" TOP COURSE - ASPHALTIC CONC. NYSDOT ITEM #403.1701
3" BINDER COURSE - ASPHALTIC CONC NYSDOT ITEM #403.13 (INSTALLED IN 3" LIFTS)
WHEEL 8" BASE COURSE - NYSDOT ITEM #304.05 (INSTALLED IN 4" LIFTS)
COMPACTED SUBGRADE TO BE INSTALLED IN 6" LIFTS AND
STOP COMPACTED TO 95% OF THE STANDARD PROCTOR MAX. DENSITY
EXPANSION JOINT
4" WHITE 3/4" CRUSHED STONE
2 STRANDS OF NO. 12 GALVANIZED ANEALED UNDISTURBED EARTH
STEEL WIRE (TWISTED IN NEW RUBBER HOSE)
STRIPE
# REASON DATE
CIRCLED WATERPROOF TREE WRAPPING PAPER MUNICIPAL TAX IDENTIFICATION:
4" SIDE (TO HAVE A 50% OVERLAP TIED WITH STOUT ON-SITE ASPHALT PAVING SECTION AND
6' MAX. SMALL TREE N.T.S.
18'
7' MIN. LARGE TREE
HEMPCORD AT TOP OF BALL AND ALSO AT HEIGHEST
CONCRETE CURB DETAIL SECTION: 54.12
OF 2ND BRANCHES
3"Ø MIN. CEDAR STAKE. TO BE 3' MIN. LONG AND
PROTRUDE INTO VIRGIN OR COMPACTED BLOCK: 3
SOIL A MINIMUM OF 16" IN ELEVATION BELOW
4" MIN. THE BOTTOM OF OF THE EXCAVATED TREE BALL HOLE. LOT: 3
(STAKES TO BE DRIVEN IN AFTER TENSION HAS BEEN
PLACED AROUND TREE TRUNK)
SUBLOT: -----
ACCESS
AISLE DRAWN BY: AB/ JC
6" MIN.
TOPSOIL MIX BACKFILL ALONG INTERNATIONAL CHECKED: JCA/PMB
SIDES OF ROOT BALL (12" MIN) SYMBOL OF
PROJECT: ALEXANDER-2108 ALBANY
ACCESSIBILITY
CUT AND REMOVE BURLAP BINDING FROM
9' 9' 8' MIN. DATE: SEPTEMBER 23, 2026
THE TOP 13 OF THE ROOT BALL AND COMPLETELY PATRICK M. BELL, P.E.
6" MIN. FROM THE TRUNK OF THE TREE. (IF REQUIRED)
JOB #: 260812 LICENSE #087679
TAMPED TOPSOIL MIX BELOW
PARKING STALL DETAIL N.T.S.
1' MIN. 1' MIN. ROOT BALL (6" MIN)
DECIDUOUS TREE PLANTING N.T.S.
C N N
N N N
48" HDPE ORANGE NAL N N N C N L N
SAFETY FENCE WHITE SPRUCE
INSTALLATION NOTES WIRE OR ZIP TIES TO SECURE (914) 736-3664
SAFETY FENCE IN PLACE
0"
6'-
1. SPACE SUPPORT FENCE POSTS AT 6'-0" 90" STANDARD STEEL OR
WOODEN POST DRIVEN TO
INTERVALS.
42" MIN. BELOW GRADE FINISHED GRADE 39 Arlo Lane
2. DRIVE SUPPORT POSTS 42" INTO GROUND. Cortlandt Manor, New York 10567
3. FIRMLY FASTEN FENCE MATERIAL IN PLACE BY
WIRING OR ZIP TYING TO FENCE POST WHILE
MAINTAINING TENSION ACROSS FULL HEIGHT OF
FENCE. WIRING OR ZIP TYING SHALL BE DONE IN
A MANNER THAT WILL PREVENT SAGGING OF
CONSTRUCTION DETAILS
FENCE MATERIAL.
4. PROVIDE PERIODIC INSPECTION AND
MAINTENANCE OF FENCE INCLUDING REPAIRS AS
NECESSARY AND REQUIRED.
CONCRETE WASHOUT BIN DETAIL
SITE DEVELOPMENT PLAN
5. PLASTIC FENCE MATERIAL SHALL BE MORNING
BARRIER FENCE, COLOR-INTERNATIONAL FOR
ORANGE, AS MANUFACTURED BY ADPI
ENTERPRISES, INC. OR APPROVED EQUAL.
BLOW UP VIEW
CATCH BASIN FILTER SOCK 2108 ALBANY POST ROAD
ISOMETRIC VIEW
LOCATION:
CONSTRUCTION SAFETY FENCE INSTALLATION NTS 2108 ALBANY POST ROAD
TOWN OF CORTLANDT, NEW YORK
SHEET 3 OF 3 SP-1.2
Page 64
2108 Albany Post Road Joseph G. Thompson Architect, PLLC
10 8 N Divi sion Str ee t, S ui te 1 00
Peekskill, New York 10566
TOWN OF CORTLANDT - WESTCHESTER COUNTY NOTES:
IT IS A VIOLATION OF THE LAW FOR
ANY PERSON, UNLESS ACTING
UNDER THE DIRECTION OF A
LICENSED ARCHITECT OR ENGINEER,
TO ALTER AN ITEM IN ANY WAY. IF AN
ITEM BEARING THE SEAL OF AN
ARCHITECT OR ENGINEER IS
ALTERED, THE ALTERING ARCHITECT
OR ENGINEER SHALL AFFIX TO HIS
ITEM THE SEAL AND THE NOTATION
"ALTERED BY" FOLLOWED BY HIS
SIGNATURE AND THE DATE OF SUCH
ALTERATION, AND A SPECIFIC
DESCRIPTION OF THE ALTERATION.
DO NOT SCALE DRAWINGS.
WRITTEN DIMENSIONS GOVERN.
© JOSEPH G THOMPSON ARCHITECT,
PLLC. ALL RIGHTS RESERVED.
G . THOM
PH
E
PS
JOS
ON
036057
SEAL
Joseph G. Thompson, RA
New York State License #036057
2108 Albany Post Road
FOR PLANNING BOARD REVIEW & APPROVAL
Town of Cortlandt - Westchester County
KRD Properties, LLC - Owner
Montrose, New York 10548
2108 Albany Post Road
S-B-L: 54.12-3-3
DRAWING INDEX:
GENERAL: Date: September 23, 2026
G0.01 TITLE SHEET
Revisions:
EXISTING / DEMOLITION:
AX1.01 FIRST FLOOR DEMO PLAN
AX2.01 EXISTING ELEVATIONS
ARCHITECTURAL:
A1.01 FIRST FLOOR ARCHITECTURAL PLAN
A2.01 NEW ELEVATIONS
A5.01 DETAILS
G0.01
Page 65
Wall Indication Legend
Joseph G. Thompson Architect, PLLC
1 08 N Divisio n S tre et, Su ite 10 0
Peekskill, New York 10566
NOTES:
EXISTING
SHED IT IS A VIOLATION OF THE LAW FOR
ANY PERSON, UNLESS ACTING
UNDER THE DIRECTION OF A
LICENSED ARCHITECT OR ENGINEER,
TO ALTER AN ITEM IN ANY WAY. IF AN
ITEM BEARING THE SEAL OF AN
ARCHITECT OR ENGINEER IS
ALTERED, THE ALTERING ARCHITECT
OR ENGINEER SHALL AFFIX TO HIS
ITEM THE SEAL AND THE NOTATION
EXISTING EXISTING
"ALTERED BY" FOLLOWED BY HIS
MEN'S WOMEN'S
SIGNATURE AND THE DATE OF SUCH
RESTROOM RESTROOM ALTERATION, AND A SPECIFIC
DESCRIPTION OF THE ALTERATION.
DO NOT SCALE DRAWINGS.
WRITTEN DIMENSIONS GOVERN.
© JOSEPH G THOMPSON ARCHITECT,
PLLC. ALL RIGHTS RESERVED.
G . THOM
PH
E
PS
JOS
ON
EXISTING EXISTING EXISTING EXISTING
WORK SPACE WORK SPACE WORK SPACE WORK SPACE
4,919 +/- SQ FT 3,971 +/- SQ FT 2,932 +/- SQ FT 4,712 +/- SQ FT
036057
SEAL
Joseph G. Thompson, RA
New York State License #036057
EXISTING
OFFICE
2108 Albany Post Road
FOR PLANNING BOARD REVIEW & APPROVAL
EXISTING EXISTING
OFFICE WORK SPACE
5,525 +/- SQ FT
EXIST
OFFICE
EXISTING EXISTING
CONFERENCE HALL
ROOM
EXIST EXIST EXIST
CL CL CL
Town of Cortlandt - Westchester County
EXIST EXIST
OFFICE OFFICE
KRD Properties, LLC - Owner
Montrose, New York 10548
2108 Albany Post Road
∅
EXIST EXIST
EXIST EXIST
S-B-L: 54.12-3-3
CL CL
OFFICE HALL
EXIST
BATH
Date: September 23, 2026
Revisions:
1 Existing First Floor Architectural Demo Plan (24,651 +/- Gross SF)
AX1.01 Scale: 3/32" = 1'-0"
AX1.01
Page 66
Joseph G. Thompson Architect, PLLC
1 08 N Divisio n S tre et, Su ite 10 0
Peekskill, New York 10566
NEW
PARTS STORAGE
33'-1" X 30'-7"
NOTES:
EXISTING
SHED IT IS A VIOLATION OF THE LAW FOR
ANY PERSON, UNLESS ACTING
UNDER THE DIRECTION OF A
LICENSED ARCHITECT OR ENGINEER,
TO ALTER AN ITEM IN ANY WAY. IF AN
ITEM BEARING THE SEAL OF AN
ARCHITECT OR ENGINEER IS
ALTERED, THE ALTERING ARCHITECT
OR ENGINEER SHALL AFFIX TO HIS
ITEM THE SEAL AND THE NOTATION
EXISTING EXISTING
NEW "ALTERED BY" FOLLOWED BY HIS
MEN'S WOMEN'S
NEW
RESTROOM RESTROOM NEW
CL SIGNATURE AND THE DATE OF SUCH
BATTERY STORAGE
4'-0" X 5'-0" ALTERATION, AND A SPECIFIC
STORAGE 19'-8" X 18'-0"
DESCRIPTION OF THE ALTERATION.
DO NOT SCALE DRAWINGS.
WRITTEN DIMENSIONS GOVERN.
© JOSEPH G THOMPSON ARCHITECT,
PLLC. ALL RIGHTS RESERVED.
NEW
BIKE STORAGE G . THOM
PH
NEW
BIKE STORAGE
E
PS
JOS
ON
NEW
NEW
PARTS STORAGE
BIKE STORAGE
DEPARTMENT 036057
SEAL
Joseph G. Thompson, RA
New York State License #036057
NEW
WHITE NEW
PHOTO OFFICE
ROOM 10' X 10'
10' X 10'
NEW
OFFICE
18'-9" X 20'-9"
NEW NEW
WOMEN'S MEN'S
RESTROOM RESTROOM
NEW
SERVICE NEW
IT CL
DROP OFF / 9'-1" X 4'-0"
WRITE UP
NEW NEW
NEW OFFICE OFFICE
NEW MANAGER'S 11'-6" X 8'-2" 11'-6" X 8'-2"
CONF ROOM OFFICE
18'-0" X 12'-0"
17'-7" X 12'-0"
2108 Albany Post Road
FOR PLANNING BOARD REVIEW & APPROVAL
NEW
NEW
SERVICE BIKE STORAGE
DEPARTMENT
NEW
NEW MEZZANINE
SHOWROOM ABOVE
2,265 SF
Town of Cortlandt - Westchester County
KRD Properties, LLC - Owner
Montrose, New York 10548
2108 Albany Post Road
NEW
BREAK ROOM
12'-1" X 12'-0"
S-B-L: 54.12-3-3
NEW
RESTROOM
PARKING REQUIREMENTS
Use Parking
Requirements Quantity Spaces Required
Date: September 23, 2026
Showroom
Revisions:
Storage
Workshop
Offices
Total
1 New First Floor Architectural Plan (24,890 +/- Gross SF + 2,265 SF New Mezzanine)
A1.01 Scale: 3/32" = 1'-0"
A1.01
Page 67
Joseph G. Thompson Architect, PLLC
10 8 N Divi sion Str ee t, S ui te 1 00
Peekskill, New York 10566
NOTES:
IT IS A VIOLATION OF THE LAW FOR
ANY PERSON, UNLESS ACTING
UNDER THE DIRECTION OF A
LICENSED ARCHITECT OR ENGINEER,
TO ALTER AN ITEM IN ANY WAY. IF AN
ITEM BEARING THE SEAL OF AN
ARCHITECT OR ENGINEER IS
ALTERED, THE ALTERING ARCHITECT
OR ENGINEER SHALL AFFIX TO HIS
ITEM THE SEAL AND THE NOTATION
"ALTERED BY" FOLLOWED BY HIS
SIGNATURE AND THE DATE OF SUCH
ALTERATION, AND A SPECIFIC
1 Existing Northwest Elevation DESCRIPTION OF THE ALTERATION.
DO NOT SCALE DRAWINGS.
AX2.01 Scale: 1/8" = 1'-0" WRITTEN DIMENSIONS GOVERN.
© JOSEPH G THOMPSON ARCHITECT,
PLLC. ALL RIGHTS RESERVED.
G . THOM
PH
E
PS
JOS
ON
036057
SEAL
Joseph G. Thompson, RA
New York State License #036057
2 Existing Northeast Elevation
AX2.01 Scale: 1/8" = 1'-0"
2108 Albany Post Road
FOR PLANNING BOARD REVIEW & APPROVAL
Town of Cortlandt - Westchester County
3 Existing Southeast Elevation
AX2.01 Scale: 1/8" = 1'-0"
KRD Properties, LLC - Owner
Montrose, New York 10548
2108 Albany Post Road
S-B-L: 54.12-3-3
Date: September 23, 2026
Revisions:
4 Existing Southwest Elevation
AX2.01 Scale: 1/8" = 1'-0"
AX2.01
Page 68
Signage Table
Sign Type: Area:
Facade Sign 42.0 Sq Ft
DUCATI Suzuki
DUCATI
Kawasaki Facade Sign 36.0 Sq Ft
HUDSON VALLEY MOTORCYCLES Hudson Valley Motorcycles Facade Sign 53.4 Sq Ft Joseph G. Thompson Architect, PLLC
SERVICE
10 8 N Divi sion Str ee t, S ui te 1 00
Peekskill, New York 10566
Hudson Valley Motorcycles Freestanding Sign 24.0 Sq Ft
Service Canopy Sign 7.6 Sq Ft
Ducati Facade Sign 94.1 Sq Ft NOTES:
IT IS A VIOLATION OF THE LAW FOR
Ducati Projecting Wall Sign 4.0 Sq Ft ANY PERSON, UNLESS ACTING
UNDER THE DIRECTION OF A
LICENSED ARCHITECT OR ENGINEER,
TO ALTER AN ITEM IN ANY WAY. IF AN
Total: 261.1 Sq Ft * ITEM BEARING THE SEAL OF AN
ARCHITECT OR ENGINEER IS
ALTERED, THE ALTERING ARCHITECT
OR ENGINEER SHALL AFFIX TO HIS
ITEM THE SEAL AND THE NOTATION
* Total exceeds the maximum of 80 square feet of total signage allowable "ALTERED BY" FOLLOWED BY HIS
SIGNATURE AND THE DATE OF SUCH
per the Town of Cortlandt Zoning Code Chapter 245, Attachment 1, Table 1. ALTERATION, AND A SPECIFIC
1 New Northwest Elevation DESCRIPTION OF THE ALTERATION.
DO NOT SCALE DRAWINGS.
A2.01 Scale: 1/8" = 1'-0"
WRITTEN DIMENSIONS GOVERN.
© JOSEPH G THOMPSON ARCHITECT,
PLLC. ALL RIGHTS RESERVED.
G . THOM
PH
E
PS
JOS
ON
SUZUKI Kawasaki 036057
SEAL
Joseph G. Thompson, RA
DUCATI
SERVICE
New York State License #036057
2 New Northeast Elevation
A2.01 Scale: 1/8" = 1'-0"
2108 Albany Post Road
FOR PLANNING BOARD REVIEW & APPROVAL
Town of Cortlandt - Westchester County
3 New Southeast Elevation
A2.01 Scale: 1/8" = 1'-0"
KRD Properties, LLC - Owner
Montrose, New York 10548
2108 Albany Post Road
S-B-L: 54.12-3-3
Date: September 23, 2026
DUCATI
Revisions:
SERVICE
4 New Southwest Elevation
A2.01 Scale: 1/8" = 1'-0"
A2.01
Page 69
Signage Table
Kawasaki
Sign Type: Area:
Suzuki Facade Sign 42.0 Sq Ft
Kawasaki Facade Sign 36.0 Sq Ft
SUZUKI
Hudson Valley Motorcycles Facade Sign 53.4 Sq Ft Joseph G. Thompson Architect, PLLC
10 8 N Divi sion Str ee t, S ui te 1 00
Peekskill, New York 10566
Hudson Valley Motorcycles Freestanding Sign 24.0 Sq Ft
Service Canopy Sign 7.6 Sq Ft
Ducati Facade Sign 94.1 Sq Ft NOTES:
IT IS A VIOLATION OF THE LAW FOR
Ducati Projecting Wall Sign 4.0 Sq Ft ANY PERSON, UNLESS ACTING
UNDER THE DIRECTION OF A
1 Facade Sign Detail (42.0 +/- SF) 2 Facade Sign Detail (36.0 +/- SF) Total: 261.1 Sq Ft *
LICENSED ARCHITECT OR ENGINEER,
TO ALTER AN ITEM IN ANY WAY. IF AN
ITEM BEARING THE SEAL OF AN
ARCHITECT OR ENGINEER IS
A5.01 Scale: 1/2" = 1'-0" A5.01 Scale: 1/2" = 1'-0" ALTERED, THE ALTERING ARCHITECT
OR ENGINEER SHALL AFFIX TO HIS
ITEM THE SEAL AND THE NOTATION
* Total exceeds the maximum of 80 square feet of total signage allowable "ALTERED BY" FOLLOWED BY HIS
SIGNATURE AND THE DATE OF SUCH
per the Town of Cortlandt Zoning Code Chapter 245, Attachment 1, Table 1. ALTERATION, AND A SPECIFIC
DESCRIPTION OF THE ALTERATION.
DO NOT SCALE DRAWINGS.
WRITTEN DIMENSIONS GOVERN.
© JOSEPH G THOMPSON ARCHITECT,
PLLC. ALL RIGHTS RESERVED.
G . THOM
PH
HUDSON VALLEY MOTORCYCLES
E
PS
JOS
ON
036057
SEAL
Joseph G. Thompson, RA
3 Facade Sign Detail (53.4 +/- SF) New York State License #036057
A5.01 Scale: 1/2" = 1'-0"
HUDSON
VALLEY
SERVICE
MOTORCYCLES
2108 Albany Post Road
4 Freestanding Sign Detail (24 +/- SF) 5 Canopy Sign Detail (7.6 +/- SF)
FOR PLANNING BOARD REVIEW & APPROVAL
A5.01 Scale: 1/2" = 1'-0" A5.01 Scale: 1/2" = 1'-0"
DUCATI
DUCATI
Town of Cortlandt - Westchester County
KRD Properties, LLC - Owner
Montrose, New York 10548
2108 Albany Post Road
S-B-L: 54.12-3-3
6 Facade Sign Detail (94.1+/- SF)
A5.01 Scale: 1/2" = 1'-0"
Date: September 23, 2026
Revisions:
DUCATI
SERVICE
7 Projecting Wall Sign Detail (4.0 +/- SF)
A5.01 Scale: 1/2" = 1'-0"
A5.01