HomeMy WebLinkAboutSite Plan - 2026-08-05SURVEY NOTES:
-ALL SURVEY AND TOPOGRAPHY DATA WAS
PROVIDED BY WARD CARPENTER ENGINEERS INC.
SURVEY/ PLAT PREPARED BY:
3665 BARGER STREET, SHRUB OAK, NY 10588
CONSTRUCTION OF NEW BUILDING
TAX ID(S): 16.07 - 1 - 2
OWNER: MOUNDROUKAS VICKI
3665 BARGER ST
SHRUB OAK, NY 10588
TAX MAP PARCEL ID: 16.07 - 1 - 2
LOT SIZE:13,771 SF, ACRES= 0.32 AC +-
ZONING: (C-2)
TITLE SHEET
1/9
ENGINEER:
GREGORY CACCIOPPOLI, P.E.
441 CENTRAL PARK AVE. STE 1238
SCARSDALE, NY 10583
NYS LIC. NO. 105839
DRAWING LIST
TITLE SHEET - SHEET 1 OF 9
EXISTING CONDITIONS / REMOVALS & STEEP SLOPES - SHEET 2 OF 9
PROPOSED CONDITIONS / SITE PLAN - SHEET 3 OF 9
EROSION CONTROL / GRADING PLAN - SHEET 4 OF 9
UTILITY PLAN - SHEET 5 OF 9
UTILITY PROFILE - SHEET 6 OF 9
UTILITY DETAILS - SHEET 7 OF 9
DRIVEWAY PLAN & PROFILE - SHEET 8 OF 9
STORMWATER PRE/POST ANALYSIS - SHEET 9 OF 9
GREGORY CACCIOPPOLI, P.E.
441 CENTRAL PARK AVE. STE 1238
SCARSDALE, NY 10583
CONSTRUCTION OF NEW BUILDING
3665 BARGER STREET, SHRUB OAK, NY 10588
423.1
423.9 424.4 424.5 425.1 425.5
425.6
426.6
426.4
426.4
425.7
426.8
427.0 427.2
426.5
425.2
425.5
424.3
Chain Link Fence
Floodplain
100-YEAR / 500-YEAR
FLOOD ZONE
TOTAL OF LOT
13,771 S.F.
DECK
269 S.F.
STEPS
11 S.F.
HOUSE
1076 S.F.
GARAGE
341 S.F.
ASPHALT DRIVEWAY
2313 S.F.
WALKWAYS
63 S.F.
PLAT
52 S.F.
DEMOLITION SCHEDULE:
1.8" TREE TO BE REMOVED
2.10" TREE TO BE REMOVED
3.10" TREE TO BE REMOVED
4.10" TREE TO BE REMOVED
5.10" TREE TO BE REMOVED
6.8" TREE TO BE REMOVED
7.18" TREE TO BE REMOVED
8.10" TREE TO BE REMOVED
9.8" TREE TO BE REMOVED
10.12" TREE TO BE REMOVED
11.DWELLING TO BE REMOVED
12.CONC. WALK AND PLAT TO BE REMOVED
13.GATE TO BE REMOVED
14.WOOD FENCE TO BE REMOVED
15.BSMT AND CONC. TO BE REMOVED
16.WOOD DECK TO BE REMOVED
17.CHAIN LINK FENCE TO BE REMOVED
18.WOOD FENCE TO BE REMOVED
19.GARAGE TO BE REMOVED
GENERAL NOTES:
1.The design engineer shall not be responsible for the supervision of the construction of structures.
2.No changes shall be made to these plans except as per NYS law chapter 987.
3.All work and materials shall comply with all applicable codes, including but not limited to ACI, AISC,
Zoning, and the New York State Building Code.
4.All conditions, locations and dimensions shall be field verified and the engineer shall be immediately
notified of any discrepancies.
5.All changes made to the plans shall be approved by the engineer and any such changes shall be filed as
amendments to the original building permit.
6.The contractor shall supervise and direct the work using his best skill and attention. He shall be solely
responsible for all construction means, methods, techniques, sequences and procedures and for
coordinating all portions of the work under the contract.
7.The contractor shall be responsible to the owner for the acts and omissions of his employees,
subcontractors and their agents and employees, and other persons performing any of the work under a
contact with the contractor.
8.Safety during construction shall be the responsibility of the contractor and shall conform to all local, state
and federal agencies in effect during the period of construction.
9.The contractor and his subcontractors shall make application to receive all necessary permits to perform
the work under contract. The contractor and his subcontractors shall be licensed to do all work as required
by the local, county, and state agencies which may have jurisdiction over those trades, and shall present
the owner with copies of all licenses and insurance certificates.
10.Final grading around the building area shall slope away from the structure.
11.All written dimensions on the drawings shall take precedence over any scaled dimensions.
12.Adjoining public and private property shall be protected from damage during construction, remodeling
and demolition work. Protection must be provided for footings, foundations, party walls, chimneys, and
roofs. Provisions shall be made to control water runoff and erosion during construction or demolition
activities. The person making or causing an excavation to be made shall provide written notice to the
owners of adjoining buildings advising them that the excavation is to be made and that the adjoining
building should be protected. Said notification shall be delivered not less than 10 days prior to the
scheduled starting date of the excavation.
13.Industrial code rule 753: The contractor shall notify all utility companies 72 hours prior to the start of his
operations and shall comply with all the latest industrial code rule 753 regulations.
14.All proposed residences shall be located within the building envelope.
15.House footprint and location may vary based on model home selection.
16.THE LAND OWNER ACKNOWLEDGES AND GRANTS THE VILLAGE AND OTHER AGENCIES
HAVING JURISDICTION THE RIGHT TO ENTER THE PROPERTY AT REASONABLE TIMES
AND IN A REASONABLE MANNER FOR THE PURPOSE OF INSPECTION
EXISTING CONDITIONS / REMOVALS &
STEEP SLOPES
2/9
PROJECT INFORMATION:
1.Owner Information: Moundroukas Vicki
2.Owner Address: 3665 Barger Street, Shrub Oak, NY 10588
3.Applicant: Same As Engineer
4.Property Location: 3665 Barger Street, Shrub Oak, NY 10588
TMDN: Section: 16.07 Block: 1 Lot: 2
Zone: C-2 - Business (Retail Store)
Total Lot Area: 13,771 sqft (0.32 AC)
5.Approximate Start Date: October 2024
Approximate Completion Date: May 2025
6.Survey & topography data shown hereon provided by Ward Carpenter Engineers Inc. Dated: June 29, 2023
7.Sewer: Ossining Sewer District
Water: Briarcliff Manor Village Water District
Watershed: Pocantico and Saw Mill River Basin
8.Soils located on site (USDA Web Soil Survey):
Soils on Site: Ff: FLUVAQUENTS-UDIFLUVENTS COMPLEX, FREQUENTLY FLOODED (1.2%)
Uc: UDORTHENTS, WET SUBSTRATUM (78.8%)
Uf: URBAN LAND (20%)
9.Excavation equipment stored on site and kept within the disturbed areas.
SITE SLOPE ANALYSIS
GREGORY CACCIOPPOLI, P.E.
441 CENTRAL PARK AVE. STE 1238
SCARSDALE, NY 10583
CONSTRUCTION OF NEW BUILDING
3665 BARGER STREET, SHRUB OAK, NY 10588
0
FEET
10 20
SCALE 1"-10'
N.F.S.
EXISTING CONDITIONS & REMOVALS PLAN
SCALE: 1"=10'1
2
SOIL MAP
N.F.S.3
LEGEND
PROPERTY BOUNDARY
TREE TO BE REMOVED
100-YEAR / 500-YEAR FLOOD ZONE
COVERAGE CALCULATION SCHEME
1" = 40'
4
1 2 3 4 5 6 7
8
1213 11 10 9
S2
S2
H/CH/C
PEDESTRIAN SIGN
STOP SIGN
PEDESTRIAN SIGN
CULTEC
CHAMBERS
LOCATION
PROPOSED 1 STORY BUILDING
NO. 3665
20
20
29.45
26.5
6
5
.
0
4
30.63
1
8
9
2
4
.
3
1
R
6
R7.0
1
4
4
7
8
3
1
3
.
4
4
12
12
R1
2
R12
R12
R
1
2
8
4
PROPOSED WALKWAY
P
R
O
P
O
S
E
D
D
R
I
V
E
W
A
Y
P
R
O
P
O
S
E
D
D
R
I
V
E
W
A
Y
1
8
9
G
A
R
B
A
G
E
A
R
E
A
H
V
A
C
3
.
3
1
18.79
PROPOSED CURB RAMP OPTION 2
PER NYS DOT STD 608-01, TYP. ALL
SIDEWALK RAMPS
SAWCUT LINE AS NEEDED,
2' FROM CURB FACE
CURB IN THE R.O.W TO BE TYPE VF
150 (NYSDOT 609-03) OR SIMILAR
APPROVED IN SHRUB OAK
8/6/26
GC
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Date:
Scale:
Designed By:
Checked By:
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PROJECT:
Revisions
DescriptionNo.Date
ENGINEER:
GREGORY CACCIOPPOLI, P.E.
CACCIOPPOLI ENGINEERING, PLLC
441 CENTRAL PARK AVENUE, SUITE 1238
SCARSDALE, NEW YORK 10583
ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER
THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER THAT
PREPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW.
CONSTRUCTION OF NEW BUILDING
3665 BARGER STREET, SHRUB OAK, NY 10588
0
FEET
10 20
SCALE 1"-10'
ZONE - ( C-2 )
GENERAL NOTES:
1.The design engineer shall not be responsible for the supervision of the construction of structures.
2.No changes shall be made to these plans except as per NYS law chapter 987.
3.All work and materials shall comply with all applicable codes, including but not limited to ACI, AISC,
Zoning, and the New York State Building Code.
4.All conditions, locations and dimensions shall be field verified and the engineer shall be immediately
notified of any discrepancies.
5.All changes made to the plans shall be approved by the engineer and any such changes shall be
filed as amendments to the original building permit.
6.The contractor shall supervise and direct the work using his best skill and attention. He shall be
solely responsible for all construction means, methods, techniques, sequences and procedures and
for coordinating all portions of the work under the contract.
7.The contractor shall be responsible to the owner for the acts and omissions of his employees,
subcontractors and their agents and employees, and other persons performing any of the work
under a contact with the contractor.
8.Safety during construction shall be the responsibility of the contractor and shall conform to all local,
state and federal agencies in effect during the period of construction.
9.The contractor and his subcontractors shall make application to receive all necessary permits to
perform the work under contract. The contractor and his subcontractors shall be licensed to do all
work as required by the local, county, and state agencies which may have jurisdiction over those
trades, and shall present the owner with copies of all licenses and insurance certificates.
10.Final grading around the building area shall slope away from the structure.
11.All written dimensions on the drawings shall take precedence over any scaled dimensions.
12.Adjoining public and private property shall be protected from damage during construction,
remodeling and demolition work. Protection must be provided for footings, foundations, party walls,
chimneys, and roofs. Provisions shall be made to control water runoff and erosion during
construction or demolition activities. The person making or causing an excavation to be made shall
provide written notice to the owners of adjoining buildings advising them that the excavation is to be
made and that the adjoining building should be protected. Said notification shall be delivered not
less than 10 days prior to the scheduled starting date of the excavation.
13.Industrial code rule 753: The contractor shall notify all utility companies 72 hours prior to the start of
his operations and shall comply with all the latest industrial code rule 753 regulations.
14.All proposed residences shall be located within the building envelope.
15.House footprint and location may vary based on model home selection.
*For lots with buildings having greater than 3,500 square feet of gross floor area
CONSTRUCTION PHASING
PHASE I
PRIOR TO TREE REMOVAL OR ANY CLEARING, THE SITE WILL BE
SECURED BY INSTALLING SILT FENCE AROUND THE PERIMETER OF THE
DISTURBED AREA LIMITS AS SHOWN. TRACKING PAD WILL BE INSTALLED AT
THE ROAD ENTRANCE. TO LIMIT THE ADVERSE EFFECT OF DRAINAGE ON
ADJOINING PROPERTIES DURING CONSTRUCTION, TREES AND GROUND
VEGETATION SHALL REMAIN AND BE PROTECTED UNTIL IT IS NECESSARY
FOR REMOVAL.
PHASE II
THE SECOND PHASE WILL BE THE EXCAVATION OF THE BUILDING. AND
INSTALLATION OF ROADWAY UTILITIES.
PHASE III
THE THIRD PHASE OF CONSTRUCTION WILL ENTAIL THE
CONSTRUCTION OF THE STORMWATER SYSTEM AND ENTRY DRIVEWAY. IN
CONJUNCTION WITH THIS CONSTRUCTION WILL BE THE INCREASE IN
IMPERVIOUS SURFACES. AS MENTIONED ABOVE, SUBSURFACE RETENTION
SYSTEMS WILL BE INSTALLED TO CAPTURE STORMWATER RUNOFF FROM
IMPERVIOUS SURFACES. (I.E., ROOF TOPS, PATIOS DRIVEWAY, ETC.).
PHASE IV
FINAL FINE GRADING, LANDSCAPING AND STABILIZATION, REMOVAL OF
TEMPORARY EROSION AND SEDIMENT CONTROLS, RESTORE AND
STABILIZE ANY DISTURBED AREAS REMAINING UPON REMOVAL OF
TEMPORARY ESC MEASURES
PROPOSED CONDITIONS/ SITE PLAN
SCALE: 1"=10'1
GENERAL NOTES:
1.The design engineer shall not be responsible for the supervision of the construction of structures.
2.No changes shall be made to these plans except as per NYS law chapter 987.
3.All work and materials shall comply with all applicable codes, including but not limited to ACI, AISC,
Zoning, and the New York State Building Code.
4.All conditions, locations and dimensions shall be field verified and the engineer shall be immediately
notified of any discrepancies.
5.All changes made to the plans shall be approved by the engineer and any such changes shall be
filed as amendments to the original building permit.
6.The contractor shall supervise and direct the work using his best skill and attention. He shall be
solely responsible for all construction means, methods, techniques, sequences and procedures and
for coordinating all portions of the work under the contract.
7.The contractor shall be responsible to the owner for the acts and omissions of his employees,
subcontractors and their agents and employees, and other persons performing any of the work
under a contact with the contractor.
8.Safety during construction shall be the responsibility of the contractor and shall conform to all local,
state and federal agencies in effect during the period of construction.
9.The contractor and his subcontractors shall make application to receive all necessary permits to
perform the work under contract. The contractor and his subcontractors shall be licensed to do all
work as required by the local, county, and state agencies which may have jurisdiction over those
trades, and shall present the owner with copies of all licenses and insurance certificates.
10.Final grading around the building area shall slope away from the structure.
11.All written dimensions on the drawings shall take precedence over any scaled dimensions.
12.Adjoining public and private property shall be protected from damage during construction,
remodeling and demolition work. Protection must be provided for footings, foundations, party walls,
chimneys, and roofs. Provisions shall be made to control water runoff and erosion during
construction or demolition activities. The person making or causing an excavation to be made shall
provide written notice to the owners of adjoining buildings advising them that the excavation is to be
made and that the adjoining building should be protected. Said notification shall be delivered not
less than 10 days prior to the scheduled starting date of the excavation.
13.Industrial code rule 753: The contractor shall notify all utility companies 72 hours prior to the start of
his operations and shall comply with all the latest industrial code rule 753 regulations.
14.All proposed residences shall be located within the building envelope.
15.House footprint and location may vary based on model home selection.
PROJECT INFORMATION:
1.Owner Information: Moundroukas Vicki
2.Owner Address: 3665 Barger Street, Shrub Oak, NY 10588
3.Applicant: Same As Engineer
4.Property Location: 3665 Barger Street, Shrub Oak, NY 10588
TMDN: Section: 16.07 Block: 1 Lot: 2
Zone: C-2 - Business (Retail Store)
Total Lot Area: 13,771 sqft (0.32 AC)
5.Approximate Start Date: October 2024
Approximate Completion Date: May 2025
6.Survey & topography data shown hereon provided by Ward Carpenter Engineers Inc. Dated: June 29, 2023
7.Sewer: Ossining Sewer District
Water: Briarcliff Manor Village Water District
Watershed: Pocantico and Saw Mill River Basin
8.Soils located on site (USDA Web Soil Survey):
Soils on Site: Ff: FLUVAQUENTS-UDIFLUVENTS COMPLEX, FREQUENTLY FLOODED (1.2%)
Uc: UDORTHENTS, WET SUBSTRATUM (78.8%)
Uf: URBAN LAND (20%)
9.Excavation equipment stored on site and kept within the disturbed areas.
PROPOSED CONDITIONS / SITE PLAN
3/9
LEGEND
PROPOSED BELGIAN
BLOCK CURB
PROPERTY LINE
PROPOSED
WALKWAY/PATIO
PROPOSED ASPHALT
DRIVEWAY
PROPOSED SETBACK
1 2 3 4 5 6 7
8
1213 11 10 9
S2
S2
H/CH/C
PEDESTRIAN SIGN
STOP SIGN
PEDESTRIAN SIGN
CULTEC
CHAMBERS
LOCATION
PROPOSED 1 STORY BUILDING
NO. 3665
F.F.E. = 427.0
B.F.E. = 416.0
424
426
42
6
42
6
4
2
4
42
4
XXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXX
SOIL
STOCKPILE
X
X
X
X
X
X
X
X
-2.1%
-2.4%
-2.0%
-3.
5
%
-3.
6
%
-3.
7
%
-2.2%
-5.6%
-
7
.
6
%
-2.
5
%
-9.
0
%
-
2
.
1
%
-6.
9
%
-4.3%
-
7
.
4
%
-9.4%
-19.9%
-2.0%
-24.9%
-4
.
0
%
PROPOSED
LIMIT OF DISTURBANCE
(13771 SF)
PROPOSED TREE
PROTECTION
CONCRETE WASHOUT PITS. ALL
CONCRETE SHOULD BE POURED
PRIOR TO INSTALLING THE
STORMWATER SYSTEMS TO
PREVENT CONTAMINATION.
XXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
-1.2%
-8.
9
%
TC: 424.57
BC: 424.07
(TO MATCH EX.)
TC: 423.99
BC: 423.49
TO MATCH EX.
TC: 424.39
BC: 423.89
TC: 423.19
BC: 422.69
TC: 425.30
BC: 424.80
TC: 425.66
BC: 425.16
TC: 426.00
BC: 425.50
TC: 426.19
BC: 425.69
(TO MATCH EX.)
TC: 427.28
BC: 426.78
TC: 427.01
BC: 426.51
TC: 426.08
BC: 425.58
TC: 426.39
BC: 425.89
TC: 426.25
BC: 425.75
TC: 425.90
BC: 425.40
TC: 424.90
BC: 424.40
TC: 424.58
BC: 424.08
TC: 424.82
BC: 424.32
TC: 425.81
BC: 425.31
(TO MATCH EX.)
427.97
TO MATCH EX.
425.97
TO MATCH EX.
423.13
TO MATCH EX.
423.16
TO MATCH EX.
425.90425.90
426.33
426.84426.84
425.19
426.50
426.31
426.50
TC: 425.48
BC: 424.98
TC: 425.17
BC: 424.67
-
7
.
5
%
-3.
6
%
W
W
TC: 424.50
BC: 424.00
-3
.
1
%
-2
.
8
%
-3.0
%
427.00
427.00
427.00 427.00
TC: 426.60
BC: 426.10
TC: 426.84
BC: 426.34
-
5
.
2
%
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS INV.EL: 418.52
CONSTRUCTION ENTRANCE
CONSTRUCTION ENTRANCE
-46.8:1
-5.6:1
SILT FENCE,
TYP.
8/6/26
GC
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Page No.
Date:
Scale:
Designed By:
Checked By:
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PROJECT:
Revisions
DescriptionNo.Date
ENGINEER:
GREGORY CACCIOPPOLI, P.E.
CACCIOPPOLI ENGINEERING, PLLC
441 CENTRAL PARK AVENUE, SUITE 1238
SCARSDALE, NEW YORK 10583
ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER
THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER THAT
PREPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW.
CONSTRUCTION OF NEW BUILDING
3665 BARGER STREET, SHRUB OAK, NY 10588
EROSION CONTROL/GRADING PLAN
4/9
INSTALLATION & MAINTENANCE OF EROSION CONTROL:
CONSTRUCTION SCHEDULE
NOTIFY APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 5 DAYS PRIOR TO START.
*IMPORTANT*
CONTRACTOR MUST UTILIZE EROSION CONTROL BLANKETS OR APPROVED EQUAL ON ALL DISTURBED AREAS.
CONTRACTOR MUST PERFORM WEEKLY INSPECTIONS OF THE EROSION CONTROL MEASURES AND BE SURE THE
SITE IS CONTAINED BEFORE EVERY RAIN STORM.
EROSION CONTROL MEASURES
INSTALL ALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION. CALL FOR INSPECTION FROM
THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH.
INSPECTION BY MUNICIPALITY
MAINTENANCE (TO BE PERFORMED DURING ALL PHASES OF CONSTRUCTION)
AFTER ANY RAIN CAUSING RUNOFF, CONTRACTOR TO INSPECT HAYBALES, ETC. AND REMOVE ANY EXCESSIVE
SEDIMENT AND INSPECT STOCKPILES AND CORRECT ANY PROBLEMS WITH SEED ESTABLISHMENT.
INSPECTIONS SHALL BE DOCUMENTED IN WRITING AND SUBMITTED TO THE APPROPRIATE MUNICIPAL AGENCY
HAVING JURISDICTION.
INSPECTION BY MUNICIPALITY - FINAL GRADING
REMOVE UNNEEDED SUBGRADE FROM SITE.
CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS
PRIOR TO FINISH.
INSPECTION BY MUNICIPALITY - LANDSCAPING
SPREAD TOPSOIL EVENLY OVER AREAS TO BE SEEDED. HAND RAKE LEVEL.
BROADCAST 1.25 LB. BAG OF JONATHAN GREEN "FASTGROW" MIX OR EQUAL OVER AREA TO BE SEEDED. APPLY
STRAW MULCH AND WATER WITHIN 2 DAYS OF COMPLETION OF TOPSOILING. CALL FOR INSPECTION FROM THE
APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS PRIOR TO FINISH.
INSPECTION BY MUNICIPALITY - FINAL LANDSCAPING
GRASS ESTABLISHED.
CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS
PRIOR TO FINISH.
INSPECTION BY MUNICIPALITY - FINAL INSPECTION
ALL EROSION CONTROL MEASURES REMOVED AND GRASS ESTABLISHED.
CALL FOR INSPECTION FROM THE APPROPRIATE MUNICIPAL AGENCY HAVING JURISDICTION AT LEAST 2 DAYS
PRIOR TO FINISH.
2'
-
0
"
±
VARIES
FINISHED
GRADE
LINE ENTIRE SWALE WITH
EROSION CONTROL MATTING
PLANT WITH LAWN SEED MIX
SPECIFIED IN PERMANENT
STABILIZATION NOTES
GRASS SWALE
6" TOPSOIL
GENERAL NOTES:
1.The design engineer shall not be responsible for the supervision of the construction of structures.
2.No changes shall be made to these plans except as per NYS law chapter 987.
3.All work and materials shall comply with all applicable codes, including but not limited to ACI, AISC,
Zoning, and the New York State Building Code.
4.All conditions, locations and dimensions shall be field verified and the engineer shall be immediately
notified of any discrepancies.
5.All changes made to the plans shall be approved by the engineer and any such changes shall be filed as
amendments to the original building permit.
6.The contractor shall supervise and direct the work using his best skill and attention. He shall be solely
responsible for all construction means, methods, techniques, sequences and procedures and for
coordinating all portions of the work under the contract.
7.The contractor shall be responsible to the owner for the acts and omissions of his employees,
subcontractors and their agents and employees, and other persons performing any of the work under a
contact with the contractor.
8.Safety during construction shall be the responsibility of the contractor and shall conform to all local, state
and federal agencies in effect during the period of construction.
9.The contractor and his subcontractors shall make application to receive all necessary permits to perform
the work under contract. The contractor and his subcontractors shall be licensed to do all work as required
by the local, county, and state agencies which may have jurisdiction over those trades, and shall present
the owner with copies of all licenses and insurance certificates.
10.Final grading around the building area shall slope away from the structure.
11.All written dimensions on the drawings shall take precedence over any scaled dimensions.
12.Adjoining public and private property shall be protected from damage during construction, remodeling
and demolition work. Protection must be provided for footings, foundations, party walls, chimneys, and
roofs. Provisions shall be made to control water runoff and erosion during construction or demolition
activities. The person making or causing an excavation to be made shall provide written notice to the
owners of adjoining buildings advising them that the excavation is to be made and that the adjoining
building should be protected. Said notification shall be delivered not less than 10 days prior to the
scheduled starting date of the excavation.
13.Industrial code rule 753: The contractor shall notify all utility companies 72 hours prior to the start of his
operations and shall comply with all the latest industrial code rule 753 regulations.
14.All proposed residences shall be located within the building envelope.
15.House footprint and location may vary based on model home selection.
Scale:1/2"=1'-0"
DETAIL OF ASPHALT DRIVEWAY
Width Variable
Sl 1/4" per ft.Sl 1/4" per ft.
Compacted Subgrade
3" Base Course NYSDOT Specs
Item 403.07 Asphalt Conc. Type 1A Base
2" Top Course-NYSDOT Specs
item 403.01 Asphalt Conc. Type 1A Top
Existing Ground
Existing Ground
3" Crushed Stone may be used on single
driveways serving one house. 3" Binder
Paint Mix must be used for driveways
serving 2 of more houses.
Note:
If driveway grade exceeds 10%, than 2 off street
parking at driveway entrance must be provided.
The width of the driveway giving access to potential building lots shall be a function
of the intensity of its use and shall constructed accordance
with the following table:
No. of Potential Dwellings Pavement Width Right-of-Way Width
1
2
3
4 or more 24'
16'
18'
12'
50'
20'
25'
15'
CONSTRUCTION SPECIFICATIONS
STABILIZED CONSTRUCTION ENTRANCE
3'5:1
PLAN VIEW
PROFILE
EXISTING
GROUND
FILTER
CLOTH
EXISTING
PAVEMENT
MOUNTABLE BERM
(OPTIONAL)
EXISTING
PAVEMENT
AS
N
O
T
E
D
.
12
'
M
I
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.
AS NOTED
6"
M
I
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.
EXISTING
GROUND
AS NOTED
12'MIN.
1.STONE SIZE - USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.
2.LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30
FOOT MINIMUM LENGTH WOULD APPLY).
3.THICKNESS - NOT LESS THAN SIX (6) INCHES.
4.WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS
WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE.
5.GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.
6.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION
ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE
BERM WITH 5:1 SLOPES WILL BE PERMITTED.
7.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT
SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED
IMMEDIATELY.
8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND
WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
CONSTRUCTION SPECIFICATIONS
SILT FENCE
WOVEN WIRE FENCE
(MIN. 14 GAUGE
W/ MAX. 6" MESH
SPACING)
36" MIN. LENGTH FENCE
POSTS DRIVEN MIN. 16"
INTO GROUND.
HEIGHT OF FILTER
= 16" MIN.
6"
M
I
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.
FLO
W
FLO
W
10' MAX. C. TO C.
UNDISTURBED GROUND
EMBED FILTER CLOTH
A MIN. OF 6" IN GROUND.
4"
16
"
M
I
N
.
WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/
MAX. 6" MESH SPACING) WITH FILTER
CLOTH
36" MIN. FENCE POST
FLOW
COMPACTED SOIL
20
"
M
I
N
.
PERSPECTIVE VIEW
SECTION VIEW
1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR
STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.
2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED
EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAXIMUM MESH OPENING.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY
SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR
APPROVED EQUIVALENT.
4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.
5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES"
DEVELOP IN THE SILT FENCE.
1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE.
2. SOILS OR FILL TO BE STOCKPILED ON SITE DURING CUTTING AND FILLING ACTIVITIES SHOULD BE LOCATED ON LEVEL PORTIONS
OF THE SITE WITH A MINIMUM OF 50-75 FOOT SETBACKS FROM TEMPORARY DRAINAGE SWALES.
3. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2.
4. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES,
THEN STABILIZED WITH VEGETATION OR COVERED.
5. STOCKPILES REMAINING IN PLACE FOR MORE THAN A WEEK SHOULD BE SEEDED AND MULCHED OR COVERED WITH GEOTEXTILE
FABRIC SURROUNDED BY SILT FENCE.
6. SEE SPECIFICATIONS (THIS MANUAL) FOR INSTALLATION OF SILT FENCE.
INSTALLATION NOTES
STRAWBALES OR SILTFENCE
STABILIZE ENTIRE PILE
WITH VEGETATION OR COVER
MIN. SLOPE
2
1
SLOPE OR LESS
MIN. SLOPE
SOIL STOCKPILING
SYMBOL
CONSTRUCTION SPECIFICATIONS
STRAW BALE DIKE
ANGLE FIRST STAKE TOWARDS
PREVIOUSLY LAID BALE.
DRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET OF STRAW BALE DIKE
FOR SLOPES LESS THAN 25%.
BEDDING DETAIL
NOT TO SCALE
2 RE-BARS, STEEL PICKETS
OR 2"X2" STAKES PLACED
1 1/2' TO 2' IN GROUND.
DRIVE STAKES FLUSH WITH
TOP OF BALE.
ANCHORING DETAIL
NOT TO SCALE
FLOW
BOUND BALES PLACED
ON CONTOUR.
4" VERTICAL FACE
FLOW
1.BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW WITH
ENDS TIGHTLY ABUTTING THE ADJACENT BALES.
2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND PLACED SO THE
BINDINGS ARE HORIZONTAL.
3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE-BARS DRIVEN
THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID
BALE AT AN ANGLE TO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE.
4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE PROMPTLY AS
NEEDED.
5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO AS NOT TO
BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.
SYMBOL
LANDGRADING DETAIL
DITCH OR DIVERSION TO DIVERT
SURFACE FLOW
GRADE 2-3%
2:1
O
R
F
L
A
T
T
E
R
1'MIN.
BENCH
X Y(MAX)
2 20'
3 30'
4 40'
1
X
Y MAX.
Y MAX.
EROSION CONTROL BLANKET
CREATED BY DEWITT
34 LB, 4FT X 112.5FT
MATERIAL: EXCELSIOR
WEIGHT: 34LB
KEY/ANCHOR MATERIAL AT
TOP OF SLOPE
SINGLE NET EROSION CONTROL BLANKET
KEY/ANCHOR MATERIAL TO TOE OF SLOPE
12" MIN. SPACING
TYP.
4" M
I
N
.
SPA
C
I
N
G
T
Y
P
.
MIN
.
2
"
-
6
"
O
V
E
R
L
A
P
DE-WATERING SEDIMENT BAG
BAG PLACED ON
AGGREGATE OR STRAW
HIGH STRENGTH
DOUBLED STITCHED
"J" SEAMS
SEWN IN SPOUT
HIGH STRENGTH STRAPPING
FOR HOLDING HOSE IN PLACE
WATER IN FLOW
FROM PUMP
OPENING FOR UP TO 4" HOSE
DIRT BAG
INLET PROTECTION
(SILT SACK OR EQUAL)
INSTALLED AT DRIP LINE
TREE PROTECTION NOTES:
1. THE CONTRACTOR SHALL INSTALL 3" OF WOOD CHIPS OR MULCH, WITH BURLAP LAID OVER IT
WITHIN THE FENCED AREA PROTECTING THE TREE WHERE NOTED.
2. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO PROTECT ALL EXISTING TREES
AND THEIR SYSTEMS. ANY EXCAVATION WITHIN DRIPLINES SHALL BE KEPT TO
A MINIMUM AND MUST BE COMPLETED BY HAND, ONLY IN THE PRESENCE OF
THE CONSTRUCTION INSPECTOR AND AT NO ADDITIONAL EXPENSE TO THE COUNTY.
THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY REMEDIAL WORK SUCH
AS ROOT AND TOP PRUNING REQUIRED AND NECESSARY TO PREVENT LOSS OF PLANT
MATERIAL. ALL CORRECTIVE WORK SHALL BE ACCORDING TO STANDARD
ACCEPTED HORTICULTURAL PRACTICE AND PERFORMED BY A NEW YORK STATE
LICENSED ABORISTS, AS DIRECTED BY VILLAGE ARBORIST.
3. THE LIMITS OF THE PROPOSED TREE PROTECTION SHALL BE AT THE TREE DRIP LINE.
4. ANY DAMAGE TO EXISTING TREES DURING CONSTRUCTION WILL BE THE CONSTRACTOR'S
RESPONSIBILITY. THE CONTRACTOR SHALL REPLACE SUCH DAMAGED TREES TO THE
SATISFACTION OF THE VILLAGE ARBORIST, AT THE CONTRACTOR'S EXPENSE.
5. THE TREE PROTECTION SHALL BE INSTALLED PRIOR TO ANY WORK AND SHALL
REMAIN UNTILL THE END OF ALL WORK
INSTALL 3" OF MULCH OR WOOD CHIPS OVER
ROOTS WITHIN FENCED AREA ONLY WHERE
NOTED ON THE PLANS. PROTECTED AREA TO
BE FREE OF MATERIAL AND STOCKPILES.
ORANGE CONSTRUCTION FENCE
TO BE MAINTAINED DAILY. 4' MIN
CLEARANCE FROM TRUNK OF
TREE
ORANGE CONSTRUCTION FENCE
OR APPROVED EQUAL
TREE PROTECTION DETAIL
AREA OF DISTURBANCE CALC
AREA OF DISTURBANCE
TOTAL AREA (INCLUDING PROTECTED AREAS):13,771 SF
AREA OF TREE PROTECTION:47 SF
AREA OF DISTURBANCE WITHIN THE FLOODPLAIN:1,537 SF
NET AREA OF DISTURBANCE:13,724 SF
PROJECT INFORMATION:
1.Owner Information: Moundroukas Vicki
2.Owner Address: 3665 Barger Street, Shrub Oak, NY 10588
3.Applicant: Same As Engineer
4.Property Location: 3665 Barger Street, Shrub Oak, NY 10588
TMDN: Section: 16.07 Block: 1 Lot: 2
Zone: C-2 - Business (Retail Store)
Total Lot Area: 13,771 sqft (0.32 AC)
5.Approximate Start Date: October 2024
Approximate Completion Date: May 2025
6.Survey & topography data shown hereon provided by Ward Carpenter
Engineers Inc. Dated: June 29, 2023
7.Sewer: Ossining Sewer District
Water: Briarcliff Manor Village Water District
Watershed: Pocantico and Saw Mill River Basin
8.Soils located on site (USDA Web Soil Survey):
Soils on Site: Ff: FLUVAQUENTS-UDIFLUVENTS COMPLEX,
FREQUENTLY FLOODED (1.2%)
Uc: UDORTHENTS, WET SUBSTRATUM (78.8%)
Uf: URBAN LAND (20%)
9.Excavation equipment stored on site and kept within the disturbed areas.
0
FEET
10 20
SCALE 1"-10'
BALE CONFIGURATION
10
'
M
I
N
.
A A
SECTION A-A
1"
M
I
N
.
18
"
M
I
N
.
18
"
M
I
N
.
36" MIN.
24
"
M
I
N
.
NOTES:
1. FACE SIGN TOWARD NEAREST STREET OR ACCESS POINT
2. LOCATE CONCRETE WASHOUT 50 FT. MINIMUM FROM DRAINAGE INLETS OR
WATERCOURSES
THIS SECTION REMOVED FOR GRAPHICAL REPRESENTATION ONLY. PT WOOD
PERIMETER SHALL BE CONTINUOUS.
TYP OF 4 SIDES
2X12 PT WOOD BOXED OUT W/
WOOD SCREWS
2"x2" STAKES OR #4 J-BARS
2 PER BALE TYP.
2X12 PT WOOD BOXED OUT W/
WOOD SCREWS
60 MIL POLYETHYLENE
SIGN
CONCRETE
WASHOUT
AREA
CONCRETE WASHOUT
EROSION CONTROL / GRADING PLAN
SCALE: 1"=10'1
TEMPORARY SILT
FENCE OR STRAW
BALE DIKE
LEGEND
PROPOSED BELGIAN
BLOCK CURB
TEMPORARY INLET
PROTECTION
TEMPORARY SOIL
STOCKPILE AREA
PROPERTY LINE
STABILIZED
CONSTRUCTION
ENTRANCE
PROPOSED
WALKWAY/PATIO
PROPOSED ASPHALT
DRIVEWAY
ORANGE
CONSTRUCTION
FENCE
PROPOSED LIMIT OF
DISTURBANCE
X
XX
X
X
X
X X
X
X
SOIL
STOCKPILE
PROPOSED CONTOUR
X X X X
IMPERVIOUS AREA TOTAL
10,656 sq. ft.
BUILDING
2450 S.F.
DRIVEWAY
6944 S.F.
WALK 1181 S.F.
STEPS 44 S.F.
GARBAGE
AREA
284 S.F.
PAD
54 S.F.
1 2 3 4 5 6 7
8
1213 11 10 9
S2
S2
H/CH/C
PEDESTRIAN SIGN
STOP SIGN
PEDESTRIAN SIGN
CULTEC
CHAMBERS
LOCATION
PROPOSED 1 STORY
BUILDING
NO. 3665
F.F.E. = 427.0
B.F.E. = 416.0
42
4
426
42
6
42
6
4
2
4
42
4
STORM STORM STORM STORM STORM STORM STORM
S
T
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M
STORMSTORMSTORMSTORMSTORMSTORM
S
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M
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ST
O
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M
W
PROPOSED 8" ACO DRIVEWAY
DRAIN (1FT MIN. FROM EDGE OF
CONC SADDLE TO PROP LINE)
PROPOSED WQ-4
RIM: 422.70
INV. IN.: 420.14
INV. OUT.: 420.14
PROPOSED WQ-2
RIM: 425.91
INV. IN.: 422.56
INV.IN.: 422.56
INV. OUT.: 422.56
PROPOSED WQ-3
RIM: 425.18
INV. IN.: 422.06
INV. OUT.: 420.44
PROPOSED WQ-1
RIM: 426.54
INV. IN: 422.83
INV. OUT: 422.83
PROPOSED 1" COPPER
TYPE K
WATER SERVICE
CONNECT PROPOSED
WATER SERVICE LINE TO
EXISTING WATER VALVEPROPOSED 4" ACO DRAIN
(1FT MIN. FROM EDGE OF CONC
SADDLE TO PROP LINE)
PROPOSED 6" SOLID
SDR 35 PIPE @ 0.5%
55 L.F.
PROPOSED 6" SOLID
SDR 35 PIPE @ MIN 2.5%
75 L.F.
PROPOSED 6" SOLID
SDR 35 PIPE @ 1.0%
50 L.F.
PROPOSED 6" SOLID
SDR 35 PIPE @ 1%
30 L.F.
PROPOSED 6" SOLID
SDR 35 PIPE @ 2%
27 L.F.
PROPOSED 48 EA 330 XLHD CULTEC
UNITS
INV IN: 419.84
BOTTOM GRAVEL (9" BASE) EL: 417.54
FLOW
FLOW
FLOW
F
L
O
W
FLOW
FLOW
FLOW
FLOW
FLOW
F
L
O
W
FLO
W
FL
O
W
F
L
O
W
FL
O
W
FL
O
W
PROPOSED 6" SOLID SDR 35
PIPE @ MIN 0.5%, 42 L.F.
PROPOSED 6" SOLID
SDR 35 PIPE @ 8.0%
8 L.F.
1
1
.
7
8
24.93
1
3
.
1
6
82.79' of 6" PVC @ 1.04%
267.36' of 6" PVC @ 1.04%
38.99' of 6" PVC @ 1.04%
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
PROPOSED 6" SOLID
SDR 35 PIPE @ MIN 0.5%
41 L.F.
70.97' of 6" PVC SDR 35 @ 1.04%
PROPOSED MANHOLE 2
RIM:421.21
SUMP:414.90
INV IN:415.00 6"
INV OUT:414.90 6"
EXISTING MANHOLE SSMH
RIM:421.60
SUMP:414.39
INV IN:414.49 6"
INV.OUT:413.20
INV.EL: 417.78
INV.EL: 418.52
C/O
C/O
C/O
C/O
C/O
C/O
C/O
C/O
C/O
PROPOSED CLEAN-OUT
@EVERY 50', TYP.
FD
PROPOSED 1 EA 330 XLHD CULTEC
UNIT FOR FOOTING DRAIN ONLY
INV IN: 414.94
BOTTOM GRAVEL EL: 412.40
PROPOSED 4" SOLID SDR 35
PIPE @ 0.5%, 13 L.F.
OBSERVATION
PORTS, TYP.
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DescriptionNo.Date
ENGINEER:
GREGORY CACCIOPPOLI, P.E.
CACCIOPPOLI ENGINEERING, PLLC
441 CENTRAL PARK AVENUE, SUITE 1238
SCARSDALE, NEW YORK 10583
ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER
THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER THAT
PREPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW.
CONSTRUCTION OF NEW BUILDING
3665 BARGER STREET, SHRUB OAK, NY 10588
UTILITIES PLAN
5/9
0
FEET
20 40
SCALE 1"-20'
UTILITY PLAN
SCALE: 1"=20'1
DRAINAGE CALCULATION
LEGEND
PROPOSED BELGIAN
BLOCK CURB
PROPERTY LINE
PROPOSED
WALKWAY/PATIO
PROPOSED ASPHALT
DRIVEWAY
PROPOSED SETBACK
PROPOSED STORM
PIPE STORM STORM
PROPOSED
STORMWATER
INFILTRATION
SYSTEM
PROPOSED CATH
BASIN
PROPOSED SEWER
PIPE SS SS SS
PROPOSED WATER
PIPE W W W
PERC TEST DATA
TEST 1 -0.58 MIN/INCH
TEST 2 -0.25 MIN/INCH
TEST 3 -0.25 MIN/INCH
TEST 4 -0.25 MIN/INCH
ASSUMED PERCOLATION RATE :0.33 MIN/INCH
SEWER NOTE:
STEEL PLATES TO BE PLACED OVER TRENCH END OF EVERY DAY
MAXIMUM 6" PVC PIPE CAPACITY @1.04% SLOPE IS 0.67 CFS WHAT IS ENOUGH TO SERVE PROPOSED SEWER FLOW
FOOTING DRAIN FD
417
420
430
417
420
430
0+00 1+00 2+00 2+30
0+00
42
5
.
0
1
42
4
.
7
8
7
1+00
42
6
.
5
5
42
6
.
6
5
4
2+00 2+30
PROPOSED
GRADE, TYP.
EXISTING
GRADE, TYP.
7.56' of 6" PVC SDR 35 @ 8.00%
WQ-3
RIM:425.18
INV IN:422.06 6" PVC
INV OUT:420.44 6" PVC
49.55' of 6" PVC SDR 35 @ 1.00%
WQ-2
RIM:425.91
INV IN:422.56 6" PVC
INV OUT:422.56 6" PVC
55.31' of 6" PVC SDR 35 @ 0.50%
WQ-1
RIM:426.54
INV IN:422.83 6" PVC
INV OUT:422.83 6" PVC
41.63' of 6" PVC SDR 35 @ 0.50%42.39' of 6" PVC SDR 35 @ 0.50%
4" ACO DRAIN
CONNECTION
8" ACO DRAIN
CONNECTION
330 XLHD CULTEC
MINIMUM 24" FROM BOTTOM OF
GRAVEL TO GROUNDWATER
410
420
430
410
420
430
-0+30 0+00 1+00 2+00 3+00 4+00 4+90
42
5
.
5
5
42
6
.
3
7
8
42
3
.
4
0
42
3
.
3
2
42
4
.
0
0
42
2
.
3
5
PROPOSED
GRADE, TYP.
EXISTING
GRADE, TYP.
MANHOLE 2
RIM:421.21
INV IN:415.00 6" PVC
INV OUT:414.90 6" PVC
82.79' of 6" PVC SDR 35 @ 1.04%
267.36' of 6" PVC SDR 35 @ 1.04%
38.99' of 6" PVC SDR 35 @ 1.04%
EXISTING MANHOLE SSMH
RIM:421.6
INV IN:413.3 (6" PVC)
INV IN:413.3 (EX. 8" LATERAL)
INV OUT:413.2 (EX. 8" LATERAL)
70.97' of 6" PVC SDR 35 @ 1.04%
CLEANOUT
INV.EL:418.89
INV.EL:420.06
0.8'
EL:426.39
CLEANOUT
CLEANOUT CLEANOUT
CLEANOUT
INV.EL:414.48
INV.EL:418.60INV.EL:418.86
CLEANOUT
CLEANOUT
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ENGINEER:
GREGORY CACCIOPPOLI, P.E.
CACCIOPPOLI ENGINEERING, PLLC
441 CENTRAL PARK AVENUE, SUITE 1238
SCARSDALE, NEW YORK 10583
ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER
THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER THAT
PREPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW.
CONSTRUCTION OF NEW BUILDING
3665 BARGER STREET, SHRUB OAK, NY 10588
UTILITIES PROFILE
6/9
ACO-1...330XRLHD CULTEC RECHARGER PROFILE
SCALE: HOR: 1"=20'
VERT: 1"=4'
1
PROPOSED SEWER LATERAL PROFILE
SCALE: HOR: 1"=20'
VERT: 1"=4'
2
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DescriptionNo.Date
ENGINEER:
GREGORY CACCIOPPOLI, P.E.
CACCIOPPOLI ENGINEERING, PLLC
441 CENTRAL PARK AVENUE, SUITE 1238
SCARSDALE, NEW YORK 10583
ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER
THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER THAT
PREPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW.
CONSTRUCTION OF NEW BUILDING
3665 BARGER STREET, SHRUB OAK, NY 10588
UTILITY DETAILS
7/9
4 OZ. NON-WOVEN FILTER FABRIC
AROUND STONE
95% COMPACTED FILLPAVEMENT/ GRASS
RECHARGER UNIT
12" MIN
6"
"C"
6"
"B""A"12"
Recharger unit by Cultec, Inc. of Brookfield,
ct.
refer to Cultec, Inc.'s current recommended
installation guidelines.
Use recharger 330HD heavy duty for traffic
and/or H20 applications.
Recharger 330HD heavy duty units are
marked with a color stripe formed into the
part along the length of the chamber.
GENERAL NOTES
Maintain 10 ft. clearance to buildings
and private property lines.
This system is only designed to
receive runoff from the new additional
impervious surfaces.
Do not connect footing drains to this
system . Install separate system for
the footing drains and sump pumps.
PAVEMENT/ GRASS
PAVEMENT SUB-BASE
95% COMPACTED FILL
4 OZ. NON-WOVEN FILTER
FABRIC AROUND STONE
1-2 INCH WASHED CRUSHED
STONE BENEATH AND
AROUND CHAMBER BED
CULTEC CHAMBER
SEE PLAN FOR MODEL
6" INLET AT TOP
OR TOP SOIL BACKFILL
6" OUTLET AT TOP
All recharger chambers must be installed in accordance
with all applicable local, state and federal regulations.
6" VIEW PORT
1 PER ROW
WITH CAP
8" PERF. PIPE OR
F24 CONECTOR
6" PVC PIPE VIEW PORT
WITH SOLID CAP ONE
PER ROW
PER
PLAN
SEE PLAN FOR ACTUAL LOCATION AND ELEVATIONS OF PIPES
AS REQUIRED SEE PLAN
LEDGE @ 29.67
3' MIN
EL. 32.67
EL. 36.21
INV EL. 35.12+-
PROPOSED INFILTRATION UNITS - CULTEC
330 XL UNITS
WATER QUALITY STRUCTURE (WQ) 24X24
36
"
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6 " HDPE IN FLOW
6" HDPE OUTFLOW
6" MIN. No.2 CRUSHED STONE
PROVIDE
8" DIA. OPEN'G.
FOR ELEV. SEE PLAN
FOR ELEV. SEE PLAN
NYLOPLAST 18"
ENVIROHOOD FOR UP
TO 12" OUTLETS BY ADS
OR APPROVED EQUAL
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL
EETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN
ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED &
COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
MAINTENANCE INSTRUCTIONS:
1. THE STRUCTURE SHOULD BE INSPECTED AT LEAST ONCE PER MONTH FOR THE FIRST
YEAR, OR UNTIL THE SITE HAS STABILIZED.
2. THE STRUCTURE SHALL BE CLEANED IF ACCUMULATED DEBRIS IS EQUAL OR GREATER
THAN THE FOLLOWING:
A. DEBRIS IN SUMP - 18" MAX
B. FLOATABLE DEBRIS - 6" MAX
3. THE DEBRIS SHALL BE CLEANED AND RINSED THOROUGHLY AS SPECIFIED BY
ENGINEER BASED ON SITE CONDITIONS. CONTRACTOR MUST CONTACT ENGINEER PRIOR
TO CLEANING.
CLEAN-OUT PLUG
3.50 MAX
CONCRETE 4000
PSI STRENGTH @
28 DAYS
24" x 24" HEAVY
DUTY FRAME AND
COVER BY
EXPANDED SUPPLY
PRODUCTS OR
APPROVED EQUAL.
SEWERS - PARALLEL INSTALLATION
SEPARATION OF WATER MAINS AND
REQUIRES SEPARATE APPROVAL OF THE WESTCHESTER COUNTY HEALTH DEPT.
18" HOWEVER, AN EXCEPTION TO THE 10' MINIMUM HORIZONTAL SEPARATION
FIELD CONDITIONS, THE VERTICAL CLEAR DISTANCE SHALL BE A MINIMUM OF
WHERE A 10' HORIZONTAL SEPARATION CANNOT BE OBTAINED DUE TO
SANITARY SEWER
STORM OR
SEPARATION OF WATER MAINS AND
BE REQUIRED.
SEPARATE APPROVAL OF THE WESTCHESTER COUNTY HEALTH DEPARTMENT SHALL
WHERE AN 18" SEPARATION CANNOT BE OBTAINED DUE TO FIELD CONDITIONS,
IN THE WATER MAIN SHALL BE KEPT AS FAR AS POSSIBLE FROM THE SEWER.
SUPPORTED AS DIRECTED BY THE ENGINEER. TO THE EXTENT FEASIBLE, JOINTS
18" MIN. BETWEEN THE SEWER AND WATER MAIN AND THE SEWER SHALL BE
WATER MAINS PASSING UNDER SEWERS SHALL HAVE A VERTICAL CLEARANCE OF
UNUSUAL CONDITIONS
NOTE:
SEE NOTE
SANITARY SEWER OR STORM DRAIN
CROSSING OF WATER LINE UNDER
SANITARY SEWER OR STORM DRAIN
WHERE WATER LINE PASSES BENEATH SEWER LINE OR STORM DRAIN,
CROSSING AND THE SANITARY SEWER SHALL BE CLASS 100 PRESSURE
PIPE & THE STORM DRAIN SHALL BE DUCTILE IRON PIPE.
THE JOINTS OF THE PIPE SHALL BE A MIN. OF 10' FROM THE POINT OF
18" MINIMUM
SANITARY SEWER OR STORM DRAIN
CROSSING OF WATER LINE OVER
PRESSURE PIPE & THE STORM DRAIN SHALL BE DUCTILE IRON.
OF CROSSING AND THE SANITARY SEWER SHALL BE CLASS 100
OR STORM DRAIN SHALL BE A MINIMUM OF 10' FROM THE POINT
REQUIREMENTS SHALL BE MET. THE JOINTS OF THE SANITARY SEWER
FOR ANY CONDITIONS OTHER THAN SHOWN ABOVE THE FOLLOWING
SEWER CROSSINGS
HOUSE, STORM, OR SANITARY SEWER
NORMAL CONDITIONS
WATER
18" MINIMUM
4' MINIMUM
NOTE :
L/2
NOTE :
(PRESSURE PIPE)
L/2
WATER LINE
WATER LINE
NORMAL CONDITIONS
5' MINIMUM 4'
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DEFLECT PIPE AS PER
MANUFACTURER'S RECOMMENDATIONS
18"
10' MIN.
DRAIN LINE
SEWER OR
10' MIN.
CAP
4" C.I.P.
4"Ø-45° BEND
4"Ø CONNECTION (TYP.)
4"x4" C.I.P.
WYE
4" C.I.P.6" CRUSHED
STONE GRAVEL
CAMPBELL FRAME
& GRATE # 4152
N.T.S.
SEWER CLEANOUT DETAIL (GRAVITY)
FLOW
NOTES:
1.ALL SEWER SERVICES TO BE 4"Ø XHCIP @ 1.0% MINIMUM.
2.IN ACCORDANCE WITH THE NYS RESIDENTIAL BUILDING CODE, THE
FOLLOWING REQUIREMENTS APPLY:
A. CLEANOUTS SHALL BE INSTALLED NOT MORE THAN 100 FEET APART
IN HORIZONTAL DRAINAGE LINES (P3005.2.2).
B. CLEANOUTS SHALL BE INSTALLED AT EACH CHANGE OF DIRECTION
OF THE DRAINAGE SYSTEM GREATER THAN 45 DEGREES.
C. CLEANOUTS SHALL BE INSTALLED SO THAT THE CLEANOUT OPENS
TO ALLOW CLEANING IN THE DIRECTION OF THE FLOW OF THE
DRAINAGE LINE (P3005.2.8).
DETAIL - CONNECTION 4" PVC TO 4"
SERVICE LINE UNDER WALL.
TOWN APPROVED "FERNCO"
OR "MISSION" CPG.
4"
XHCIP4" PVC
8"x4"
PVC WYE
SHORT PIECE OR SWEEP
3/4" CRUSHED STONE
ENCASEMENT 6" MIN. ALL AROUND-FROM 8"
PVC TO 6" BEYOND CPLG.
1/4" / FT. OR A.O.B.E.
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X.H.C.I.P. SANITARY SEWER SERVICE LINES
NOTE : IF WALL EXISTS AT PROPERTY LINE; EXTEND
6"
6"
PLUG
SHOULDER RESTORATION
12"
SEE SPEC.
GRASS SEED
TRENCH WIDTH
O.D.12"
6" TOPSOIL
6" CLEANFILL
UNDISTURBED EARTH
TRENCH BEDDING
O.D.
COMPACTED SELECT GRANULAR
MATERIAL BACKFILLED IN 9" LIFTS
12"+ 1/2 DIA. COMPACTED
SELECT GRANULAR MATERIAL
1/2 O.D. SUBBASE COURSE TYPE 2
6" SUBBASE COURSE TYPE 2
12"12"
12
"
1.THE APPLICANT/CONTRACTOR SHALL BE REQUIRED TO
BACKFILL UTILITY TRENCHES IN THE PUBLIC
RIGHT-OF-WAY WITH 50 PSI CONTROLLED DENSITY
BACKFILL (K-CRETE).
2.STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR
A DEPTH OF AT LEAST SIX (6) INCHES BELOW AND ON
EACH SIDE OF ALL PIPES.
PAVEMENT REPLACEMENT
ASPHALTIC MACADAM
4" BINDER COURSE NYSDOT
PROVIDE 5" MIN. OF NYSDOT
ITEM NO. 403.13
TYPE 2 SUBBASE
FOR REPLACEMENT 1 1/2" TOP COURSE NYSDOT
ITEM NO. 403.1701, TYPE 7
MAX. PAYMENT LIMIT
TRENCH WIDTH
12"
P
Bedding
2'-0"
6"
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W. 24"Min.
Max.
Payment Lines
Ground Surface
SurfaceOriginalRock
0' to 8'
8' to 12'
12' to 16'
16' to 20'
over 20'P + 40"
P + 34"
P + 28"
P + 22"
P + 16"
"d"ft.Width "W"
Depth to F.L.Allowable
TABLE SHOWING MAX.
PAYMENT LINE FOR ROCK EXC.
Bedding
12"12"P
6"
Mi
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De
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Ground Surface
Trench Width
Payment Limit=pt 2'-0'
Crushed Stone
or
Gravel Bedding
Backfill over Water Main
must be clean fill, no rock
larger than 6" for full
depth of trench.
NOTE:
PAYMENT LINE IN EARTH PAYMENT LINE IN ROCK
Crushed Stone or Gravel Bedding as required
will be paid for separately under the
appropriate item.
NOTE:
N.T.S.
DETAIL OF TYPICAL TRENCH SECTIONS
SEE NOTE 4 EXPANSION JOINT
PAVEMENT
PER
DESIGN
DOCUMENTS
NOTES:
1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE
SUITABLE FOR EXISTING GROUND CONDITIONS.
ENGINEERING ADVICE MAY BE REQUIRED.
2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED.
CONCRETE SHOULD BE VIBRATED TO ELIMINATE
AIR POCKETS.
3. EXPANSION AND CONTRACTION CONTROL JOINTS AND
REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL
AND CONCRETE SURROUND. ENGINEERING ADVICE MAY BE REQUIRED.
4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE
APPROX. 1/8" [3mm] ABOVE THE TOP OF THE CHANNEL EDGE.
5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS.
ENGINEERING ADVICE MAY BE REQUIRED TO
DETERMINE PROPER LOAD CLASS.
6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER
DETAILS.
6" 3500 PSI
CONC. SIDE
&BOTTOM
ACO-DRAIN DETAIL
1 2 3 4 5 6 7
8
1213 11 10 9
S2
S2
H/CH/C
PEDESTRIAN SIGN
STOP SIGN
PEDESTRIAN SIGN
CULTEC
CHAMBERS
LOCATION
PROPOSED 1 STORY BUILDING
NO. 3665
F.F.E. = 427.0
B.F.E. = 416.0
424
426
42
6
42
6
4
2
4
42
4
0
+
0
0
1
+
0
0
2+
0
0
2+
7
1
420
430
440
420
430
440-0+25 0+25 0+50 0+75 1+25 1+50 1+75 2+25 2+50 2+75 3+25
0+00
42
5
.
8
2
42
5
.
8
1
5
1+00
42
6
.
4
0
42
6
.
3
9
6
2+00
42
4
.
6
3
42
4
.
6
3
2
3+00
2.51%-2.19%-2.98%4.27%
10.32%-1.28%
-1.16%
EXISTING
GRADE
FINISH
GRADESTA:0+00.00
ELEV:425.82
STA:2+70.78
ELEV:423.95
8/6/26
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Revisions
DescriptionNo.Date
ENGINEER:
GREGORY CACCIOPPOLI, P.E.
CACCIOPPOLI ENGINEERING, PLLC
441 CENTRAL PARK AVENUE, SUITE 1238
SCARSDALE, NEW YORK 10583
ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER
THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER THAT
PREPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW.
CONSTRUCTION OF NEW BUILDING
3665 BARGER STREET, SHRUB OAK, NY 10588
DRIVEWAY PLAN & PROFILE
8/9
0
FEET
10 20
SCALE 1"-10'
GENERAL NOTES:
1.The design engineer shall not be responsible for the supervision of the construction of structures.
2.No changes shall be made to these plans except as per NYS law chapter 987.
3.All work and materials shall comply with all applicable codes, including but not limited to ACI,
AISC, Zoning, and the New York State Building Code.
4.All conditions, locations and dimensions shall be field verified and the engineer shall be
immediately notified of any discrepancies.
5.All changes made to the plans shall be approved by the engineer and any such changes shall be
filed as amendments to the original building permit.
6.The contractor shall supervise and direct the work using his best skill and attention. He shall be
solely responsible for all construction means, methods, techniques, sequences and procedures
and for coordinating all portions of the work under the contract.
7.The contractor shall be responsible to the owner for the acts and omissions of his employees,
subcontractors and their agents and employees, and other persons performing any of the work
under a contact with the contractor.
8.Safety during construction shall be the responsibility of the contractor and shall conform to all
local, state and federal agencies in effect during the period of construction.
9.The contractor and his subcontractors shall make application to receive all necessary permits to
perform the work under contract. The contractor and his subcontractors shall be licensed to do all
work as required by the local, county, and state agencies which may have jurisdiction over those
trades, and shall present the owner with copies of all licenses and insurance certificates.
10.Final grading around the building area shall slope away from the structure.
11.All written dimensions on the drawings shall take precedence over any scaled dimensions.
12.Adjoining public and private property shall be protected from damage during construction,
remodeling and demolition work. Protection must be provided for footings, foundations, party
walls, chimneys, and roofs. Provisions shall be made to control water runoff and erosion during
construction or demolition activities. The person making or causing an excavation to be made
shall provide written notice to the owners of adjoining buildings advising them that the excavation
is to be made and that the adjoining building should be protected. Said notification shall be
delivered not less than 10 days prior to the scheduled starting date of the excavation.
13.Industrial code rule 753: The contractor shall notify all utility companies 72 hours prior to the start
of his operations and shall comply with all the latest industrial code rule 753 regulations.
14.All proposed residences shall be located within the building envelope.
15.House footprint and location may vary based on model home selection.
PROPOSED DRIVEWAY - PROFILE VIEW
SCALE: 1"=20' HORIZ
1"=10' VERT
PROJECT INFORMATION:
1.Owner Information: Moundroukas Vicki
2.Owner Address: 3665 Barger Street, Shrub Oak, NY 10588
3.Applicant: Same As Engineer
4.Property Location: 3665 Barger Street, Shrub Oak, NY 10588
TMDN: Section: 16.07 Block: 1 Lot: 2
Zone: C-2 - Business (Retail Store)
Total Lot Area: 13,771 sqft (0.32 AC)
5.Approximate Start Date: October 2024
Approximate Completion Date: May 2025
6.Survey & topography data shown hereon provided by Ward Carpenter Engineers
Inc. Dated: June 29, 2023
7.Sewer: Ossining Sewer District
Water: Briarcliff Manor Village Water District
Watershed: Pocantico and Saw Mill River Basin
8.Soils located on site (USDA Web Soil Survey):
Soils on Site: Ff: FLUVAQUENTS-UDIFLUVENTS COMPLEX,
FREQUENTLY FLOODED (1.2%)
Uc: UDORTHENTS, WET SUBSTRATUM (78.8%)
Uf: URBAN LAND (20%)
9.Excavation equipment stored on site and kept within the disturbed areas.
DRIVE WAY PLAN
SCALE: 1"=10'1
1
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2
3
4
5
6
7
8
12
13
11
10
9
S2
S2
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BASIN POST-2
AREA : 2,008
WEIGHTED CN : 85
T.O.C. : 10.5 MIN
BASIN POST-3
AREA : 1,032
WEIGHTED CN : 80
T.O.C. : 1.6 MIN
198' CHANNEL FLOW
@0.5%
BASIN POST-1 TIME OF
CONCENTRATION FLOW LINE
BASIN POST-2 TIME OF
CONCENTRATION FLOW LINE
BASIN POST-3 TIME OF
CONCENTRATION FLOW LINE
47' SHEET FLOW
@0.8%
15' SHEET FLOW
@9.4%
80' SHEET FLOW
@1.2%
BASIN POST-1
AREA : 10,685 SF
WEIGHTED CN : 97
T.O.C. : 2.5 MIN
33' SHALLOW
CONCENTRATED FLOW
@2.0%
BASIN PRE-1
AREA : 13,771 SF
WEIGHTED CN : 80
T.O.C. : 14.4 MIN
100' SHEET FLOW
@1.7%
8/6/26
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Scale:
Designed By:
Checked By:
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PROJECT:
Revisions
DescriptionNo.Date
ENGINEER:
GREGORY CACCIOPPOLI, P.E.
CACCIOPPOLI ENGINEERING, PLLC
441 CENTRAL PARK AVENUE, SUITE 1238
SCARSDALE, NEW YORK 10583
ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER
THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER THAT
PREPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW.
CONSTRUCTION OF NEW BUILDING
3665 BARGER STREET, SHRUB OAK, NY 10588
9/9
STORMWATER PRE/POST ANALYSIS
POST-DEVELOPMENT CONDITIONS PLAN
1" = 10'2
PRE DEVELOPMENT RUNOFF, 100-YR
BASIN PRE-1 1.85
TOTAL PRE-DEVELOPMENT RUNOFF, CFS 1.85
PRE-DEVELOPMENT CURVE NUMBER DATA:
BASIN PRE-1:
OPEN SPACE IN FAIR CONDITIONS (SOIL GROUP D):CN=80, AREA=13,771 SF
WEIGHTED CN=80
POST DEVELOPMENT RUNOFF, 100-YR
BASIN POST-1*1.26
BASIN POST-2 0.32
BASIN POST-3 0.21
TOTAL POST-DEVELOPMENT RUNOFF, CFS 1.67
POST-DEVELOPMENT CURVE NUMBER DATA:
BASIN POST-1:
IMPERVIOUS (BUILDING, DRIVEWAY): CN=98, AREA=10,245 SF
OPEN SPACE IN GOOD CONDITIONS (SOIL GROUP D) : CN=80, AREA=440 SF
WEIGHTED CN=97
*FLOW VALUE IS INDICATED AFTER CULTEC DETENTION (OVERLOW)
PRE-DEVELOPMENT CONDITIONS PLAN
1" = 10'1
BASIN 2:
IMPERVIOUS (WALKWAYS): CN=98, AREA=606 SF
OPEN SPACE IN GOOD CONDITIONS (SOIL GROUP D):CN=80, AREA=1,403 SF
WEIGHTED CN=85
BASIN 3:
OPEN SPACE IN GOOD CONDITIONS (SOIL GROUP D):CN=80, AREA=1,032 SF
WEIGHTED CN=80