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BUEL �j R MENT
VIL , E OF RY OOK D " I
938 KING ET RvE BR ,NY 10573
,ems MAR - 4 2025
0 r
VILLAGE_ OF RYE BROOK
FOR OFFICE USE ONLY:
Q �]/� /
Approval Date: MAR 202 # / � Application# 9 8 -����J
Approval Signature: ARCHITECTURAL REVIEW BOARD:
rim
Disapproved: Date: 3
BOT Approval Date: Case# Chairman:
PB Approval Date: Case# : Secretary:
ZBA Approval Date: Case#
Other:
Application Fee&1a)-_—&b Permit Fees:
EXTERIOR BUILDING PERMIT APPLICATION
Application dated: 3"/—c�)S is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the
construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below.
I. 1obAddress: 10 Paddock Road
2. Parcel ID#: 135.26-1-42 Zone: R-15
3. Proposed Improvement(Describe in detail):
Construct a new rear yard patio, with pavers two steps to landing for access
to existing basement door& install a fire pit.
4. Property Owner: Michael Chiappini
Address: 10 Paddock Road Rye Brook, NY 10573
Phone# 914-937-2062 Cell# 914-937-2062 e-mail actc3738 9mail.com
List All Other Properties Owned in Rye Brook: n/a
Applicant: Michael Chiappini
Address: 10 Paddock Road, Rye Brook, NY 10573
Phone# 914-937-2062 Cell# 914-937-2062 e-mail actc3738@gmail.com
Architect: Frank Marsella, AIA for Marsella Architects PC
Address: 178 E. Boston Post Road, Mamaroneck NY, 10543
Phone# 914-630-0800 Cell# 914-318-0976 e-mail frank@marselia-architects.com
Engineer:
Address:
Phone# Cell# e-mail
General Contractor: P.S 7 n0 P S 7�12'Y 7 O -� ID"Me C'r� APS
Address: 1/ PQ1�Ii�?2/// �/'ra�Q MQ�Qr'Di7FG� A)y //OSV,3
Phone# ��� 7 c�`�' ^��C7 7 _Cell# e-mail
(1)
6/112023
5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: 1-F8m• Post-construction: 1-Fam
6. Area of lot: Square feet: 15,062.3 SF Acres: 0.35 ACRES
7. Dimensions from proposed building or structure to lot lines: front yard: 38.92'to exist house rear yard: 65.51'+/-
right side yard: 55-02'+/- left side yard: 24.67'+I- other:
8. If building is located on a comer lot,which street does it front on: Na
9. Area of proposed building in square feet: Basement:. NIA I I fl: NIA 2nd fl: NIA 3rd fl: WA
10. Total Square Footage of the proposed new construction: 228 S.F.of existing deck to be legalized
11. For additions,total square footage added:Basement: NIA la fl: N/A 2nd fl: NIA 3rd fl: NIA
12. Total Square Footage of the proposed renovation to the existing structure: NIA
13. N.Y. State Construction Classification: Type V-13 N.Y. State Use Classification: R-3
14. Number of stories: NIA Overall Height: NIA Median Height: NIA
15. Basement to be full,or partial: NIA finished or unfinished: NIA
16. What material is the exterior finish: Existing Wood Siding
17. Roof style;peaked,hip,mansard,shed,etc: NIA Roofing material: NIA
18. What system of heating: NIA
19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this
application. NIA
20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic re
suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No:
(if yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans)
21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impe sous coverage requiring a
Stormwater Management Control Permit as per§217 of Village Code? Yes: No:V Area: 350 sq- ft-
22. Will the proposed proje require a Site Plan Review by the Village Planning Board as per§209 of Village Code?
Yes: No; (ifyes,applicant must submit a Site Plan Application,&provide detailed drawings)
23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No:,�
(if yes,you must submit a Site Plan Application, &provide a detailed topographical survey)
24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: V
(if yes,the area of wetland and the wetland bu,,Q'er zone must be properly depicted on the survey&site plan)
25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: V
(if yes, the area and elevations of the flood plane must be properly depicted on the survey&site plan)
26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: V
(if yes,applicant must submit a Tree Removal Permit Application)
27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: V
Indicate: TIER I: TIER II: TIER III: ('ifyes,a Nome Occupation Permit Application is required)
28. List all zoning variances granted or denied for the subject property: NIA
29. What is the total estimated cost of construction: $ 9,000 Note.The estimated cost
shall include all site improvements, labor,material,scaffolding,fixed equipment,professional fees, including any material and labor which
may be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the CIO.
30. Estimated date of completion: May 2025
(2)
6/I/2023
BUILDING DEPARTMENT
VILLAGE OF RYE BROOK
938 KING STREET RYE BROOK,NY 10573
(914)939-0668
RESIDENTIAL LOT AREA COVERAGE
Address: 10 Paddock Road Section: 135.26 Block: 1 Lot: 42
PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88)
YOUR ZONE AREA IN MAIN ACCESS. DECK
ZONE DISTRICT SQ, FEET BLDG. BLDG. MAX.
CHECK MAX.
R-35 35,000 14% 4% 5%
R-25 25,000 14% 3.5% 4%
R-20 20,000 14% 3.5% 4%
R-15 15,000 16% 3.5% 4%
R-15A 15,000 12% 3.5% 4%
R-12 12,500 17% 4% 4%
R-10 10,000 20% 4.5% 3.5%
R-7 7,500 23% 4.5% 3.5%
R-5 5,000 30% 5% 3.5%
R-2F 5,000 30% 5% 1 3.5%
Existing: Proposed:
1. AREA OF LOT 15,062.3 Sq. Ft. 15,062.3 Sq. Ft.
2. AREA OF HOUSE
a. Coverage of Main Building
(Including Attached Garage or Accessory Building) —Sq. Ft +/-1,sfi1.1 Sq. Ft.
b. Area of 1 m Floor Divided By Area of Lot x 100 10.5 % 10.5
3. AREA OF ACCESSORY BUILDING
(Includes Detached Garages,Tool Shed, Playhouses) +I-120.0 Sq. Ft. +1-120.0 Sq. Ft.
a. Coverage of Accessory Building
Area of Accessory Building Divided By Area of Lot x 100 0.80 % 0.80 %
4. AREA OF DECK 303.92 Sq. Ft. 303.92 Sq. Ft.
a. Coverage of Deck
Area of Deck Divided By Area of Lot x 100 2.02 % 2.02
I attest to the best - y knowledge and belief,the above information is correct.
rchitect's gnature
{3)
8/t 2/202 1
BUILDING DEPARTMENT
VILLAGE OF RYE BROOK
938 KING STREET RYE BROOK,NY 10573
(914)939-0668
IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS
Address: 10 Paddock Road Section: 135.26 Block: 1 Lot: 42 Zone: R-15
IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above
the ground which are comprised of materials through which water cannot readily flow, including, but not limited to
asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court
yards, sports courts, swimming pools, patios,sidewalks,ramps,terraces and driveways.
TOTAL MAXIMUM PERMITTED MAX. PERMITTED
COVERAGE Zoning IMPERVIOUS
LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT
(sq.ft.) For Base Lot For Lot Area YARD(%)
Area(sq.ft.)* Over Base R-35 15
Lot Area % R-25 20
0 to 4,000 0 55 R-20 30
4,001 to 6,000 2,200 35
6,001 to 12,000 2,900 27 R-IS 35
12,001 to 16,000 4,520 26 R-15A 35
16,001 to 20,000 5,560 25 R-12 40
20,001 to 30,000 6,560 24
30,001 to 40,000 8,960 23 R-10 45
40,001 & larger 11,260 22 R-7 40
R-5 30
R2-F 30
*"Base Lot Area"is the minimum end of the lot size
range in the"Lot Area"column
Area of lot: 15,062.3 sq.ft. Existing Allowed Proposed
Total impervious coverage = 3,082.97 S .ft. 5,315.94 sq. ft. 3,432.97 S .ft.
Front impervious coverage = 20.5 % 35 % .23
I attest to the best y knowledge and belief,the above information is correct.
rcllitect' ignature
f4)
8/12/2021
BUILDING DEPARTMENT
VILLAGE OF RYE BROOK
938 KiNci STREE'r RYE BROOK,NY 10573
(914)939-0668
BULK REGULATIONS IN RESIDENTIAL DISTRICTS
Address: 10 Paddock Road Section: 135.26 Block: 1 Lot: 42
MAXIMUM GROSS FLOOR AREA
USE FORMULA: Maximum Gross Floor Area = 4,000+ [ (Lot Area—21,780) x 0.11478421 ]:
a. Allowed = 3,228.9 Sq_ Feet
b. Existing = N/A Sq. Feet
c. Proposed = NO CHANGE Sq. Feet
HEIGHT/SETBACK RATIOS FOR RESIDENTIAL_DISTRICTS
DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of
the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane
beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the
specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer
windows not covering more than 10%of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using
the formula, Height!Setback=X, where X is the required side or front yard ratio for the zoning district in which a property is located
as specified in Article Vill of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings.
FILL IN YOUR RATIOS:
ZONE EWYYNG PWPIOZSED REQI I& ED
FRONT: FRONT: FRONT: .44
RCS SIDE: SIDE: SIDE: 1.20
FRONT: FRONT: FRONT: .48
/P--2?► SIDE: SIDE: SIDE: 1.30
FRONT: FRONT: FRONT: .60
ALZO SIDE: SIDE: SIDE: 1.60
FRONT: FRONT: FRONT: .60
hills SIDE: N/A SIDE: N/A SIDE: 1.60
FRONT: FRONT: FRONT: .80
ALISA SIDE: SIDE: SIDE: 2.40
FRONT: FRONT: FRONT: .69
AIL12 SIDE: SIDE: SIDE: 1.60
FRONT: FRONT: FRONT: .80
&10 SIDE: SIDE: SIDE: 2.40
FRONT: FRONT: FRONT: .96
RLY SIDE: SIDE: SIDE: 3.00
FRONT: FRONT: FRONT: 1.20
R-S SIDE: SIDE: SIDE: 4.00
FRONT, FRONT: FRONT: 1.20
R,21F SIDE: SIDE: 4.00
1 attest est of my kn a and belief, the above information is correct.
rchitecfs gnature (5)
8/12/2021
.5 L
BUILD MENT
VIL E OF RYF 9ROOK A - 4 2025
938 KING ET 1 E BROOK,NY 10573
_066$� VILLAGE OF RYE BROOK
l� `> BUILDING DEPARTMENT
AFFIDAVIT OF COMPLIANCE
VILLAGE CODE §216 - STORM SEWERS AND SANITARY SEWERS
THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED
ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT
APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT.
STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as:
IJ, Michael Chiappini , residing at, 10 Paddock Road, Rye Brook, NY 10573
i i Ent name) (.AddrL ,her.., :r live)
being duly sworn, deposes and states that(s)he is the applicant above named, and further states that(s)he is the
legal owner of the property to which this Affidavit of Compliance pertains at,
10 Paddock Road , Rye Brook,NY.
(Job
Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that
there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further
that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources
of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State,
County and Village Codes.
(Signature of'Property Owner(s))
Michael Chiappini
(Print Name of Property Owner(s)I
Sworn to before me this 3
day of N t R v &� L- , 20—Lf—
uelie)
RACJEL COLON
(6)
Notary Public- S,a!e of New York ,
NO. OIC06212134
Qualified in Westchester C mty 8/12/2021
My Commission Expires
This application must be properly completed in its entirety by a N.Y. State Registered
Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where
indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject
property, and the applicant of record in the spaces provided. Any application not properly
completed in its entirety and/or not properly signed shall be deemed null and void, and will be
returned to the applicant. Please note that application fees are non-refundable.
STATE OF NEW YORK,COUNTY OF WESTCBESTER ) as:
Michael Chiappini ,being duly sworn,deposes and states that he/she is the applicant above named,
(print name of individual signing as the applicant)
and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the
applicant & owner for the legal owner and is duly authorized to make and file this
application.
(indicate architect,contractor,agent,attorney,etc.)
That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or
use conducted at the above captioned property will be in conformance with the details as set forth and contained in this
application and in any accompanying approved plans and specifications,as well as in accordance with the New York State
Uniform Fire Prevention & Building Code,the Code of the Village of Rye Brook and all other applicable laws, ordinances
and regulations. By signing this application, the property owner further declares that he/she has inspected the subject
property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or
groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property.
Sworn to before me this 177 Sworn to before me this
day of (O Cl(^ 20? r day of a` , 20 Z
'Signature of Property6wner Signature of Applicant
Michael Chiappini Michael Chiappini
Print Name of Property Owner Print Name of Applicant
I
Public 0 0, (7 (:;otary Public
RAC',iEL COLON
Notary Public - S.ate of New York RACiiEL COLON R.
w No. 01 C06212134 Notary Public -Sate of New York
e Qualified in Westchesterfd unt NO, OiCO6212134
r, or,7:ssirn Expires Qualified in Westchester-Count
w bi•y Com.-nission Expires V
8/12/2021
R=1129.90_'_----d=5'.27' L=107.48'
ia ini es� ence -__
-- ----------- N1
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-- 1- `236 ;-- --
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"`--" ARCHITECTS
10 Paddock Village ��� � 8�®�k ��.�..��., o � � I o
y 'k� 8 I o P.C.
Architectur I R view Beard � � - AS-BUILTIFINA -
L SURVEY I
A� r v 1 D � G� c _ __� _,�,, REQUIRED PRIOR 178 EAST BOSTON POST RD
RyeBrook, R TO
Chalrmaf ° FINAL - �ONECK,NY 1os43
RearYard P ; . -` _________ ___________________________________________________ ___ - '
-- ------------ 914.G 3 0.0800
`AIkSI:I.I.A-AK(J 11TE.CTS.COM
• . • LOT AREA=15,062.3 SF I SETBACK LINE,TV.
�-- -y____.. ....,.=«,.jam-} _ - (.346 ACRES)
Location Identification . Section: 135.26 Block: I Lot: 42 I This document and the information contained
PROPERTY LINE,TYP therein is specifically created for the son(s)
- and location noted on the title box and may
- STEPPING STONE ' not be re-used and hqr altered for any other
ZoningDistrict : R-IS _ 24D._______�- _---_-- --_ WALKWAY 15 S0.FT. I purpose
ac ompother
n ed by thtte is
nand signaturetof
I _ I Morsella Architects,P.C.No other person(s),
EXISTING -- _ _ entity or professional organization shall sign
t6'-0" and/
seal this document for any other
I CONC.PAD _ I �; purpose whatsoever.
Date & Submission: March 03, 2025 - BuildingDepartment Issue i -- -- -----240.__ - _
t25.35' I SEAL AND slcruTvaE
O °
- I NEW ON EX.SHED
' GRADE PATIO I j {�- ti!�I j
EXISTING 298 sq.ft. I - �' C„``;--' ----�\j,�l�'•
I RAISED DECK I '; %!/���\.lV
-------------242___�i24.67
�'PROJECT CONTACTS DRAWING LIST �1 r,rs r
• ' I STEPPING STONES W/ 242
Architects Owner A-00I PLOT PLAN,ZONING DATA 3/8'BLUESTONE
' I GRAVEL AREA. EXISTING WALKWAY
37 SQ.Fi.
Frank Marsella,AIA for Michael Chiappini &NOTES &SSTAIPLATFORM B I
Marsella Architects,PC 10 Paddock Road.,Rye Brook,N.Y.10573 /�_10I FLOOR PLANS, ELEVATIONS lsoo' I REMOVED '" - \
178 E.Boston Post Road,Mamaroneck,N.Y.10543 T (914)309-2866 - sroE I - __
T 914-630-0800 actc3738@gmall.com &DETAILS I 2 STORY I SUBtISSioN DATE
FRAME RESIDENCE
frank@marselia-architects.com
25 00' -
--.244----_-_ I #I 0 reAGc _y EA ilQing department issue D3/03/25 -
PERMIT# I - � �-� : �
-don1
J --------244- -� I
SB►L# �` •..--/---" . - - - ------------- -_ ��...-
23.37 L -'23.46' I' �
DAT APP -D 26 - I
2025 _ ;- MAR - 4 2025
_ �i LAGS O RYE BROOK
BU��L7�� �������"� V1�1��'� �� Ex.ASPHALT DRIVE
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA: TABLE R301°2(I) 1f i Y�= brook, NV - 3 '�_ � f� �"��r RYE BROOK NY ---- ------246_�` N '
ROUN WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN ' ```��`.
SNOW DESIGN DESIGN UNDERLAYMENf FREEZING ANNUAL
LOAD, NAND TOPOGRAPHIC SPECIAL WIND-BORNE����,WEATHERING FROST LINE TERMITE TEMP REQUIRED HAZARDS INDEX TEMP. '
(paf) SPEED EFFECTS WIND DEBRIS ZONE DEPTH(IN.)PROTECTION
(mph) REGION REQUIREDFIRMni i
_ _ __ ---
20 115/120 NO NO NO Y 36119002 9f O -- -------- ,- •248.. - Li cc
0 SEVERE 42' ES IVF YES 9/28/07 1000 52.7E
GENERAL.NOTES SITE WORK 3.Concrete for foundations. "
1.All work shall be in accordance with codes,rules and regulations of the 1.Scrape, store and replace topsoil in all disturbed areas. a. 28-doy compressive strength for concrete shall be as follows:
GOVERNING MUNICIPALITY, and the 2020 New York State Residential, Footings= 3000 PSI �-"'''��''
2.Rough grade to within 4 of finished grade. R=97 .90 d=,$.27 L=93.21
Uniform Fire Prevention and Energy Codes. Slab on Grade =3000 PSI
2.No substitutions shall be made without the written approval of the 3.New Planting&Seeding shall be by owner. P A D D O C K R 'O A D
Architect or Owner. 4.No backfill shall be placed against foundation walls unless floor framing Porches,Carports slabs&Steps exposed to the weather=3500 Na REVISION DATE
is in place or unless walls have been adequately braced PSI
3.All workmanship shall be according to manufacturer .s instructions and Garage Slab = 3500 PSI
best industry standards. 5.Remove all debris from site to a point of legal disposal. �aJE�NAr,E
4.Do not scale drawings. 6.Excavate as required for construction of the building. Protect where DISTRICT:R-15, SINGLE FAM.RESIDENTIAL SINGLE FAMILY RESIDENTIAL
b. Maximum concrete slump shall be 4". ZONING as PERldI1TED ZONING As DCIsnNG C h i ap p i n i
5.All materials and workmanship shall be guaranteed against defects for a necessary. c.All concrete shall be mixed, transported,and placed in accordance
7.Excavation shall be performed so that the areas of site and the area with ACI standards 318 304 301. ' Plot Plan Residence
period of one year from the date of substantial completion and P LAT DATA LAT DATA
acceptance by the Owner. immediately surrounding the site and affecting operations at the site will d.All reinforcing bars shall be of new billet steel conforming to ASTM MIN.LOT SIZE= 15,000 S.F ACTUAL LOT SIZE=±15,062.3 SF
6.All dimensions and existing conditions shall be verified in the field and be continually and effectively drained. Water shall not be permitted to A615,Grade 60. scale:I"=10' MIN.LOT WIDTH=75.0' ACTUAL LOT WIDTH= 93. '
any discrepancies shall be brought to the attention of the Architect and accumulate in the excavation. Provide soil erosion control measures as e. All welded wire mesh shall conform to ASTM A185. MIN.LOT DEPTH= 100.0' ACTUAL LOT DEPTH=150' Rear Yard Patio
required, by the County of Westchester and GOVERNING MUNICIPALITY. LOT COVERAGE LOT COVERAGE resolved prior to start of work. f. Reinforcing steel shall be placed to provide the following minimum LEGEND MAIN BUILDING COVERAGE=16% MAIN BUILDING COVERAGE= 1 581.1 15 062.3.10.Sfi euaaNc NAMEaADoaEss
7.The General Contractor and his Subcontractors shall visit the site to 8.Relocate and temporarily store(per owners instructions)all existing concrete cover: ACCESSORY BUILDING COVERAGE=3.5� ACCESSORY BUILDING COVERAGE= 120 15 062.3-0.80>r
familiarize themselves with all existing conditions. foundation shrubbery and replant as per owners instructions. Slab on Grade = 1-1/2°,Walls =2",Footings= 3" DECK COVERAGE=436 DECK COVERAGE= 303.92 15062.3-202x I 0 Paddock Road
9.Provide Excavation and backfilling for residence and additions.
8.The Contractor is to obtain all necessary permits, inspections and MAX.IMPERVIOUS SURFACE=5 315.94 S.F. IMPERVIOUS SURFACE=3 432.97 S.F. a Brook, 157
4.All fill shall be placed in eight-inch loose lifts(maximum) compacted EXISTING DWELLING � y
Certificate of Occupancy. 10.Rock excavation to be determined by'Allowance". with vibratory rollers. I i IMPERVIOUS SURFACE BASE=4,520 S.F. HOUSE FOOTPRINT =t 1,581.1 S.F.•
15,062.3-12,001 =3,061.3 S.F. SHED =t 120 S.F.
9.All dimensions are given to Face of Framing or face of masonry unless 11.Protect all trees to remain that may be near construction. 5.All exterior footings shall be placed a minimum of 3'-6"below final BUILDING OMIT LINE ----- 15,06.3-12 =7=3, SF FRONT CONC.PLAT.&STEPS-t 99.00 S.F.+ SHEEr 135.26 a�oac I �oT 42
otherwise noted(LION). 12.Provide Trenching and backfilling for utilities. Coordinate with the grade when bearing on soil. 795.94+4,520 S.F.=5.315.94 S.F. REAR CONC.PLAT.&STEPS -t 13.49 S.F. MOIECr MASE
opening,etc.
P g ( 1 vertical to 2 horizontal. PROPERTY LINE
10.Full insurance coverage as required by the GOVERNING MUNICIPALITY is GOVERNING MUNICIPALITY,all necessary permits,street o All 6.Where necessary,footing steps shall be constructed at maximum slope of WALKWAY -t 90.98 S.F.• Building Department Issue
����
to be carried by the Contractor and all Subcontractors in his employ. utilities are to be replaced) 7.Excavations shall be dewatered to allow installation of footings in dry ASPHALT DRIVEWAY -t 874.48 S.F.+
Certificate of insurance are to be filed with the Owner prior to DECK&STEPS -303.92 S.F.
commencement of any work. Both the Owner and the Architect are to FOUNDATION NOTES
atmosphere. CONTOUR LINE -------------- NEW MASONRY PATIO, -298 S.F. DMWNGTmE
B.Where solid unfractured rock is encountered for a wall length of a least NEW GRAVEL WALWAYS, -52 S.F. Plot Plan and
be held harmless from any claims either directly or indirectly arising out 1.FOUNDATIONS HAVE BEEN DESIGNED WITH A PRESUMPTIVE SOIL BEARING 25 feet,walls may be poured without footings by trenching 6 inches into FENCE
of this contract. CAPACITY OF 3000 PSF. SHOULD CONDITIONS VARY FROM THOSE,THE the rock and pinning the wall to rock with#6 x 3'-0"long dowels at
11.Protect from damage all landscaping,etc.scheduled to remain. Maintain ARCHITECT SHALL BE NOTIFIED BEFORE CONTINUATION OF WORK 2'-8"on center,grouted into rock, extending 1'-6"into rock. No frost TOTAL =t 3,432.97 S.F. Zoning Analysis
structural integrity of the building and temporary shoring as required. 2.ALL FOOTINGS SHALL BE PLACED DIRECTLY ON ROCK,VIRGIN SOIL,OR provisions are required for this detail. Provide control joint in wall at IMPERVIOUS SURFACE FRONT YARD=35% +FRONT IMPERVIOUS SURFACE-2,645.56 S.F. 17.6%
Provide temporary protective dust and weather-tight enclosures where and CERTIFIED COMPACTED FILL, any transition between rock bearing and soil bearing conditions. REFERENCED SURVEY BY: 15,062.3•0.35=5,271.8 S.F. SCALE oaAwNSY
when required. THE MUNSON COMPANY LAND
q 9.Provide 4"footing drains and 6"leader drains. SURVEYORS,LLC FJLR FAR-N/A as noted Fm
12.The Contractor shall be responsible for adequately bracing and 10.Provide 4"gravel under all slabs on grade. MAX.F.A.R.=4,000+ LOT AREA BASEMENT=NIA
LAND SURVEYORS-PLANNERS L(
9 N GOODWIN AVE#1 -21.780) 0.11478421 =3.228.9 SF FIRST FLOOR N A CAD FILENAME DATE
protecting all work during construction against damage, breakage, 11.Provide Damp proofing as required. ELMSFORD,N.Y. 10523 TOTAL=N A
collapse,distortions and misalignment according to the applicable codes, 12.Structurol steel (steel beams,columns and plates)as required.(A-36 T:914-347-7703 MIN.YARD OFFSM YARD O � Chlappinl-CD-AIOI dwg 0212B/25
standards and good construction industry practice. Steel) FRONT YARD=40.00 FRONT YARD 38.92 oaAwlNc NUMBS
13.Contractor is to provide and display o permanent certificate as per SURVEYED BY FRANK T ROBINSON
P P y P P N.Y.S.LIC.#36603 1 SIDE=15.00' TiT SIDE=23.37
requirements in the 2020 New York State Energy Conservation Code SURVEY DATED:NOV 12,1981 TOTAL OF 2 =40.00' TOTAL OF 2 =46.83 A=00
'
section R401.3.
REAR YARD=40.00' REAR YARD=65.51'1:
MAX.BLDG HEIGHT=2 STORY,30'-0° BUILDING HGT=2 STORY,28't AVG
1
HOW TO INSTALL
YOUR CAMBRIDGE
PAVINGSTONES SYSTEM PVC IDU •
1
Step1 PreparaftSketchadiagramolareatebepaved Squareoff CAMBRIDGEPAVINGStoNES M A R S E L L A
a 90°corner.Set stakes for outside perimeters 6'away from COARSE SAND— _ ARCHITECTS
area.Establish finished height and slope by setting leveled siring
Imes.Allow 1"drop every Vat skies for water runoff.
Step 2 Excavation:Excavate 11 M"for patios and walkways 1 n ALGAEGAtE BASE ," ,
11114"far driveways). r.y 1"�
COMPACTED Son.
Step 3 Base:FM area with quarry process gravel(4"for patios
and walkways/8"for driveways).Ratten,compact and slope. 178 EAST BOSTON POST RD
Step 4 Edging:Install PVC restraints to prevent Spreading MAMARONECK,NY 10543
Step 5 Placing(Screeding)Sand:Add coarse C-33 sand and smooth out to a uniform 1
Step 6 Pavers:Place Cambridge Pavingstones on the smooth sand In the desired pattern making sure joint lines are straight.A bufil-In spacer bar assures consistent joint width •
Step 7 Cutting:Using a stone cutter or masonry saw,cut pavers where necessary to fit.
Step B Compacting:With two passes of a plate compactor,seat the pavers by forcing sand up into the joints. 9 14.6 3 0.0 8 0 0
Step 9 SweeplWinal Compaction:Sweep additional sand into joints,compact again and repeat until all joints are filled . ■
MARSIa.I_A-ARC[I["fl:C'I'S.COiv]
For more detailed Instructions,ask your Cambridge Distributor or visit the Homeowner Resource Center/Installation Imbuctlons on www.cambddgepaveis.com.
Installation guidelines must follow those as Instructed by the Concrete Masonry a Hardscapes Association(CMHA). EJ
1:Eil El I J EXISTING DECK
imp I imp I It in This document and the information contained
therein is specifically created for the person(s)
and location noted on the title box and may
not be re—used and/or altered for any other
purpose other than this project and must be
EXISTING DOOR accompanied by the seal and signature of
&WINDOWS Marsello Architects,P.C.No other person(s),
entity or professional organization shall sign
and/or seal this document for any other
purpose whatsoever.
El
IC H
SEAL AND SIGNATURE
ITALIAN BLUESTONE WALL COPING FIRE PIT
I i I I f /Vq%--\ 1 —1 . LANDSCAPING M J L
AREA
J
Ir L
SITTING WALL FIRE PIT EXISTING STAIRS
NEW STAIRS NEW STAIRS
SITTING WALL
ID & F 2 Right-Side Elevation I Rear Elevation
scale:1/4"=I'-0" scale:1/4"=1'-0" Na SUBKSSION DATE
A building department issue 03/03/25
ONYX/NATURAL
14 GA.STEEL BLACK
1 (2)RUNNING
POWDER COAT PATTERN
LANDSCAPE EDGING
R� -002 BORDER PAVERS
• s•/ "> f � 3/8"CRUSHED STONE LAWN AREA
GRAVEL(15 SQ.FT.)
�..
S'-0' 18'-0' 5'-0'
SET IN 33//8'GRAVEL GN
COAL - �L r-- .
[ r EXISTING CONCRETE -' �1�-���_
! _ _ LANDING PAD I f `��� NI ' -) 7 C P,
£r - EXISTING STAIR TO ! ®PAVERS �.` `` FINISHED BLOCK
UP I WALL DECK ABOVE _ FINISHED BLOCK
1 WALL G COPING STONE
@-------{�--- ----{�1
vv ��J �
COPING STONE
ji , NEW ON ��'•:�_--,�� 1_; / q
LINE of DECK ABOVE LANDSCAPING GRADE PATIO
AR 298 sq.fL I.C -',, 2 NO. aE�nsloN DATE
EXISTING CONC.PATIO — ►. -ooz
192 S.F _———— PAVERS�- -- CONTINUE BORDER PROJECT NAME
BLUESTONE BLEND ___— _ PAVERS 4 Chiappini
----�' `""ARC � Residence
--- _ - ,
MATERIALS ALL BY CAMBRIDGE ARMORTEC
CO NC.SLAB 112•1 21 Rear Yard Patio
E LAWN AREA
SYMBOL LOCATION DESCRIPTION/COLOR UNIT SIZES I I 1 �,
BUILDING NAME 9 ADDRESS
- -� 10 Paddock Road
CONC.
TIO
PATIO FIELD SMOOTH BLUESTONE BLEND 15 3/4 x 23 5/8 � R e Brook,NY 10573
A (3)SIZE STONES 15 3/4 x 15 3/4 P 14 C%k COAT BLACK
778x1534 STEP TO
EXISTING WINDOW
LANDSCAPE EGGING SHEET 135.26 BUXK I LOT 42
EXISTING GLIDING EXISTING DOOR
B PATIO BORDER SMOOTH COAL 4 1/2"X 9" DOOR UNIT SO.PAVERS
STEPS TO HOUSE SET IN 3/8'GRAVEL MOJEcrPHAse
NEW LANDING AND Building Department Issue
STEPS,SET 6"BELOW
C TREADS BELLA BLUESTONE TREADS 2"THICK, 12"WIDE"X(SEE PLAN) GRAAVE CRUSHED51 S STONE
BASEMENT LEVEL.
RISERS ONYX/NATURAL ADJUST HEIGHT IN FIELD(MAX 8") D„A„INGm,E
4"HIGH X 8"DEEP Plot Plan and
D FIRE PIT WALLS ONYX/NATURAL FRONT FACE 11 1/2" Zoning
REAR FACE 7 3/4" g Analysis
E FIRE PIT COPING CAST STONE— BLUESTONE (3) PIECE 3"THICK SCALE DRAWN 6Y
as noted Fm
4"HIGH X 8"DEEP" 3 _P I an New Patio CAD RUNAP4E DATE
SITTING WALL ONYX/NATURAL RREARTFACEE713/4"2 scale:I/4"=I'-O" Chlappini-CD-A101.dwg 02/28/25
G SITTING WALL COPING BULLNOSE CAP BLUESTONE BLEND 3"THICK DRAWING NUMM
H WALKWAYS BELLA BLUESTONE TREADS 1"THICK, 23 1/2"X 23 1/2" A=002