HomeMy WebLinkAbout20250566 33-35 Caroline St Site Plan Plans As-ApprovedAP
f1!1AW_ I
1 FOR
DEJfPSEY I 7EVEL OPAfEA V*r
PROPOSED
MIXED USE DEVELOPMENT
" I/SOS MAP
t®� SCALE: 1" = 1,000'
SOURCE:USGS
ZO/V//VG TABLE
ZONE: UC - URBAN CORE ZONING DISTRICT (T-6)
USE: MIXED -USE
ADDRESS: 33-35 CAROLINE STREET, CITY OF SARATOGA, SARATOGA COUNTY, NY
SECTION: 165.60 BLOCK: 1 LOTS: 27, 28, 29
APPL/CANT/OWNER IPVFORJVAT/ON
DEMPSEY DEVELOPMENT
APPLICANT:
54 MINOT STREET
DORCHESTER, MA 02122
OLDEST LIGHTHOUSE, LLC
PROPERTY OWNER:
12 STRATTON STREET
SARATOGA SPRINGS, NY 12866
BULKREQU/R,FJ0E/VTS
ITEM
CODE
PERMITTED
EXISTING (COMBINED LOTS)
PROPOSED
MIN SETBACK FROM A LOT LINE
TABLE 4-C
0.1' (TO CAROLINE STREET)
0.3' (TO CAROLINE STREET)
ABUTTING ANY PUBLIC
COMMERCIAL MIXED -USE
RIGHT-OF-WAY >_ 40' - O' TO 12' BUILD -TO ZONE
0' (TO PAVILION PLACE)
0.2' (TO PAVILION PLACE)
RIGHT-OF-WAY
DISTRICT DIMENSIONAL STANDARDS
TABLE 4-C
22.8' (TO NORTH)
0.2' (TO NORTH)
MIN SIDE YARD
COMMERCIAL MIXED -USE
0
2.4' (TO EAST)
0. 1' (TO EAST)
DISTRICT DIMENSIONAL STANDARDS
TABLE 4-C
MIN REAR YARD
COMMERCIAL MIXED -USE
0'
N/A
N/A
DISTRICT DIMENSIONAL STANDARDS
TABLE 4-C
MAX BUILDING HEIGHT
COMMERCIAL MIXED -USE
44'
t15'
63'(1)
DISTRICT DIMENSIONAL STANDARDS
TABLE 4-C
MIN BUILDING HEIGHT
COMMERCIAL MIXED -USE
24'
t15'
63'-6"
DISTRICT DIMENSIONAL STANDARDS
TABLE 4-C
MIN. BUILDING HEIGHT STEPBACK
COMMERCIAL MIXED -USE
10,
N/A
10'-6"
DISTRICT DIMENSIONAL STANDARDS
MIN BUILD -OUT PERCENTAGE
§ 000-000
80%
±60.4%
±89%
NOTES:
1. MAX BUILDING HEIGHT = 1.1 TIMES THE WIDTH OF THE RIGHT-OF-WAY OR 70', WHICHEVER IS LESS. A HEIGHT BONUS MAYBE APPROVED (REFER TO SECTION 4.413 OF THE UNIFIED
DEVELOPMENT ORDINANCE (UDO)). HEIGHT BONUS OBTAINED ON 12112/2024.
PARK//VG REQU/RE/IIENTS
ITEM
CODE
PERMITTED
EXISTING
PROPOSED
MIN STALL SIZE
TABLE 10-A
Y X 18'
N/A
9' X 18'
MIN AISLE WIDTH
TABLE 10-A
24'
N/A
24'
MIN NUMBER OF STALLS
TABLE 10-C
PARKING NOT
REQUIRED
j N/A
36 SPACES
REFERE/VCESA/VV CONTACTS
REFERENCES
♦ PROPOSED PLOT PLAN:
THOMPSON/FLEMING LAND SURVEYORS, P. C.
12 LAKE AVENUE
SARATOGA SPRINGS NY
DATED: 05/31/2024
*ARCHITECTURAL DRAWINGS:
686 ARCHITECTS
10 FORBES ROAD WEST - SUITE 210 BRAINTREE
MASSACHUSETTS
DATED: 03/04/2024
THE ABOVE REFERENCED DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THESE PLANS,
HOWEVER, BOHLER ENGINEERING DOES NOT CERTIFY THE ACCURACY OF THE WORK REFERENCED OR
DERIVED FROM THESE DOCUMENTS, BY OTHERS.
GENERAL NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
VORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE T
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
1CCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND I
FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.
LOCATION OF SITE
33-35 CAROLINE STREET, CITY OF SARATOGA
SARATOGA COUNTY, NEW YORK
MAP #165.60, -BLOCK #19 LOT #27928929
UA&MAL MAJOw
il SCALE: 1" = 50'
SOURCE: GOOGLE
a 1 . 01:1a
CONTACT: CARYN MLODZIANOWSKI
SHEET INDEX
SHEET TITLE
SHEET NUMBER
COVER SHEET
C-101
SURVEY MAP (BY OTHERS)
1 OF 1
PROPOSED PLOT PLAN (BY OTHERS)
1 OF 1
LOT LINE ADJUSTMENT PLAN (BY OTHERS)
1 OF 1
SITE & LANDSCAPE PLAN
C-301
GRADING & DRAINAGE PLAN
C-401
UTILITY PLAN
C-501
SOIL EROSION AND SEDIMENT CONTROL PLAN
C-801
EROSION AND SEDIMENT CONTROL NOTES AND DETAILS
C-802
LIGHTING PLAN
L-201
CONSTRUCTION DETAILS
C-901
CITY OF SARATOGA SPRINGS
r
PLANNING BOARD
4.
' f
City Hail - 474 Broadway
Saratoga springs, New York 12866
Tel: 518-587 3550
� RpGRA', EO t� www.saratoga-springs.org
NOTICE OF DECISION
In the matter of the application
#20250566
Oldest Lighthouse, LLC
33-35 Caroline St.
Saratoga Springs, NY 12966
MARK PINGEL, Chair
JOSEPH FERRANTE, Vice Chair
KERRY MAYO
BILL MCTYGUE
MICHAEL KING
TONY STELLATO
ALEX WHITE
JENNIFER JOHNSON, Alternate
Involving the premises with tax parcel nos. 165.60-1-27, 28 & 29 in the City of Saratoga Springs, on an
application for site plan review for a mixed -use project consisting of 25 dwelling units, approx. 5,000
sq. ft. retail (commercial), and associated site work in the Urban Core (T-6) District,
In accordance with 6 NYCRR Part 617, the Planning Board classified the action as an Unlisted Action,
and issued the following decision on October 16, 2025 passed 5-1 in favor: Pingel, Ferrante, Mayo,
White, Johnson:
Q Issue a Negative SEQRA Declaration
And, in accordance with Site Plan Review approval standards in the Unified Development Ordinance,
Article 13.5, the Planning Board issued the following decision on October 16, 2025 passed 5-1 in
favor: Pingel, Ferrante, Mayo, White, Johnson:
0 Approve site plan set (as revised and dated August 26, 2025) subject to the following revisions and
conditions:
1. Residential unit #I202 shall be deed restricted as rentable at an affordable rate (up to
60% AM I) for a 30-year period.
2. Verification of filing; of the deed for residential unit #202 (with restrictions) shall be
submitted prior to Certificate of Occupancy.
3. Two street trees within tree grates (per City standard detail) shall be installed along
the Pavilion Row frontage,
4. One pedestrian street Eight shall be installed between the two street trees along the
Pavilion Row frontage.
5. A pedestrian warning system shall be installed at the garage entrance.
6. The required public civic space shall be located off -site, improvements/fee in lieu
subject to DPW approval and administrative action by the Chair.
Page 1 of 2
7. The Board accepts the fee in lieu of dedication of recreation lands for each of the 25
residential units.
8. The construction staging plan shall be provided to the satisfaction of DPW and DPS.
9. Final plans shall be provided to the satisfaction of DPW..
10. A lot line adjustment application shall be submitted to consolidate the lots subject to
administrative action by the Chair.
The applicant is required to:
1. Provide documentation of conformance with all required conditions of approval.
2. Deliver a letter of credit or cash escrow in the amount approved by the City Engineer to
the City. This must occur prior to final signature by the Planning Board Chair.
3. Submit two (2) paper copies and one (1) electronic copy of the final approved site plan
set for signature by the Planning Board Chair within eighteen (18) months of approval as
per Article 13.5 of the Unified Development Ordinance.
Note: this approval shall expire within eighteen (18) months of the signature of final plans if the applicant
has not started actual construction as per Article 13.5 of the UDO.
November 5, 2025
Date
Chair
APPROVAL BLOCK
APPROV UNDER THE AUTHORITY OF A RESOLUTION
ADOPTED 11&ag BY THE PLANNING BOARD OF THE CITY OF
D TE ARAT GA FIRINGS.
CHAIRPERSON:
DATE SIGNED: 2
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DATE
COMMENT
DRAWN BY
CHECKED BY
1
07/23/2025
PER MEP AND ARCH
COORDINATION
VR
CVM
2
08/26/2025
PER CITY COMMENT
JRS
CVM
3
12/16/2025
PER CITY APPROVAL
SJR
CVM
4
05/21/2026
TREES AND LIGHT
POLES REVISIONS
VR
CVM
5
06/02/2026
SAW CUT REVISION
VR
CVM
6
06/11/2026
PER CITY COMMENTS
VR
CVM
7
06/19/2026
PER CITY COMMENTS
VR
CVM
8
06/26/2026
PER CITY COMMENTS
SJR
CVM
9
07/14/2026
PER CITY COMMENTS
VR
CVM
Know what's below.
Call before you dig.
NEW YORK STATE
YOU MUST CALL 811 BEFORE ANY EXCAVATION
WHETHER ITS ON PRIVATE OR PUBLIC LAND.
1-800.962-7962
www.digsafelynewyork.com
ISSUED FOR
CONSTRUCTION
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: NYB250046.00-OA
DRAWN BY: SJR
CHECKED BY: CVM
DATE: 6/12/2025
CAD I.D.: P-GIVE-PROP
PROJECT:
S/TEDEVELO/
PL.4/VS
FOR
DEMPSEY
DEVELOPMENT
PROPOSED MIXED -USE
DEVELOPMENT
33-35 CAROLINE STREET
CITY OF SARATOGA
SARATOGA COUNTY, NEW YORK
SEC: 165.601 BLK: 1 1 LOTS: 27,28,29
TM
BOHLER//
BOHLER PLANNING, LANDSCAPE ARCHITECTURE,
ENGINEERING AND SURVEYING NY, PLLC
17 COMPUTER DRIVE WEST
ALBANY, NY 12205
Phone: (518) 438-9900
Fax: (518) 438-0900
www.BohlerEng'peenng.com
SHEET TITLE:
COVER
SHEET
SHEET NUMBER:
cmi 0 1
REVISION 9 - 07/14/2026
Unauthorized alteration or addition to a survey
map bearing a licensed Land Surveyor's Seal is
a violation of Section 7209 subdivision 2 of the
New York State Education Law.
SAN. MH
RIM=279.72
CB
RIM=279.13
INV=271.53
ELEC.
HANDHOLE O
+274.58
274.39
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ITQ 276.10 TC:275.9�0 s
BC:275.53 I
BC: 275.45 276.20
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FLUSH 275.57 /
FLUSH 275.
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IBC: 276.26
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BC: 277,06
TQ 277.86
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TC:278.23
TC:278.42 I \ BC:277.I9 278.55
RII=278.36 I BC:278.01 \ 3
INV.N. 264.60 \
INV.S. 264.70
277.97 FLUS
YSANMHTC BREAK:278.57
:278.81 y+ BC:278.01Q 278.40
278.67
+275.00 n/f
-I-275.04
Places in Saratoga, LLC
In s t. #2013038068
x
5/8"IR.
275.1 METAL GUARD RAIL S63 29 35 E 89.00 _
5/8"IR. 45.41
S30'38'22 "W
727.8 275.27 EDGE OF ASPHALT 3.95'
RIGHT OF WAY 274.54 5/8"IR. S6330'01
COMM. 3
HANDHOLE
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IN FAVOR OF
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(SEE INST. I
#2009006434 '
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276.42� '
EDGE OF ASPHALT 274.. 19.20
lands of +2" ' 31
Burton Schwab
5, 958 s. f. or /
0.137 cc. .0��
DEED REF #1 / Q- aY
f ( +274.64
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1. or \ 274.53
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\ +276.28 1 \
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277.72 � � 27707
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278.43 43.38 278.09
"1 N6330'00"W i 08.20'
DRILL HOLE
IN CONC. F D
FLUSH )77 6
_F SAN MH TC:278.60 BREAK 278.04
TQ 279.77 TQ 279.40 \ BC: 278.13 FLUSH
.94 RIM=279.19 s
BC: 279.34 BQ 278r
� INV W=263.59 TC BREAK:278.45
G G Y" INV N.=263.49 BC:277.94
4�- - � INV.SE=263.69 \ � Lw_ v, w w w w w w w w w w \ `
�' �\ _ _-) SAN M'\ yr
STORMsT II
TQ 279.62
BC: 279.09�
GAS
VALVE
Only apparent easements (if any) are shown
on this survey. No abstract of title was
available.
SA
RIM=278.59
/ INV.N.=264.8
INV.E.=266.59
/ INV.S.=264.85
STORM �dH� -�---sT
RI 79.31
n/ INV.W.=269.81
INV.E.=269.41 \ \
CB
RIM=278.88
INV=271.58 \
Sp SA SA SA an
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ST ST ST S\ST-
STORM MH
RIM=278.20
INV.E=268.60
INV.W.=266.80 / TC:278.12
INV.E.=266.90 C BC:277.58
BM
DRILL HOLE IN
BONNET NUT
ELEV=280.61'
/ OC a0C/ +274.55
�- 2274.41
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277.99
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274.44
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TC: 277.56 TC. 277.3 I �"`� CB I BQ 2 7.13
BC:277.54 BC:277.30 I BRIM=277.07 BC:277.13
3 INV=273.57
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277.66 4" WATER
w w w w w w w w w w w ww w
Eiro l i/ / e �'277.49 11 Y
l�T12' SANITAR5AsAsA SA
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ST-ST ST ST ST ST ST� ST ST
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SAN. MH STORM MH
RIM=277.45 (PAVED OVER)
OVER) I
INV.W.(OUT)=267.25 RIMOVE 2
INV.E.(IN)=267.45
Map
Legend
o
marker found, labeled
0
utility pole
-a-
sign
®
water valve
X
lamp post
- -
overhead wires
G
gas line
guard rail
/- wood fence
Deed References:
1. Burton P. Schwab
Inst. #2009006434
2. RSJATTT059, LLC
Inst. #2023014911
Map References:
1. "As -Built Survey 79 Henry Street Mixed Use
Building" dated Jan. 28, 2021 prepared by
Thompson -Fleming Land Surveyors, P.C.
2. "Map of Lands of Burton P. Schwab" dated Dec. 16,
2002 prepared by Thompson -Fleming Land
Surveyors, P.C.
3. "2 Lot Subdivision, Lands of Joseph R. Nemec dated
3/25/04, last revised 8/21 /04 prepared by
All -Points Land Survey, LLC filed in the Saratoga
County Clerk's Office as Map #N204A.
4. "Map of Pavilion Park Property" dated 1874 prepared
by L.H. Cramer, C.E. filed in the Saratoga County
Clerk's Office as Map FF-38 and FF-39.
5. "Map of Lands to be conveyed to RSJATTT059, LLC
dated Aug. 3, 2022 revised __-_- by
Thompson -Fleming Land Surveyors, P.C.
Survey Notes:
1. Elevations are based on NGVD 1929 datum.
2. The location of underground utilities shown on this
plan are for information only, and all utilities may
not be shown. The owner or contractor shall
contract U.F.P.O. (1-800-962-7962) and the
proper local authorities or respective utility company
having jurisdiction to confirm the location of all
existing utilities before commencing work. Any
costs incurred by the owner or contractor due to
the failure to contact the proper authorities shall
become the responsibility of the owner or
contractor.
3. The location of sanitary sewer service to each
building is unknown.
Certification
IT IS HEREBY CERTIFIED TO:
ER►C BRODWIN AND CRONAN DEMPSEY
that the map was prepared in accordance with the current existing
Code of Practice for Land Surveyors adopted by the New York State
Association of Professional Land Surveyors, Inc. The certification is
limited to persons for whom the boundary survey map is prepared,
to the title company, the governmental agency, and to the lending
institution listed on this boundary survey map.
Approved under the authority
of a resolution adopted
by the
e)
B of the City of Saratoga Springs.
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DATE
DESCRIPTION
REVISIONS
DATE: Dec.
20, 2023
JOB NO.:
S23-174.24
TAX MAP:
165.60-1-27,28,29
SCALE: 1 " = 10'
5 0 5 10
S23-174.24
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SAN.MH.
RIM�278.36
INV.N. 264.60
INV.S. 264.70
SAN.MH. I
CB
RIM=279.13
INV=271.53
ELEC.
HANDHOLE
w w w w
SAN. MH
RIM=279.72 c
SA SA SA
STORMsT
STORM MH
RIM=279.31
N INV.W.=269.8
INV.E.=269.4
GAS
VALVE
Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown
map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was
a violation of Section 7209 subdivision 2 of the available.
New York State Education Law.
P: \D\Dempsey, 33-35 Caroline St S23-174\S23-174 Dempsey PROPOSED PLOT PLAN.dwo
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In s t. #201,3038068
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S63 29'35 "E 89.00'
S30 38'22 "W
3.95'
PROPOSED
BUILDING
i
1
I
1
\ N63 30'00 "W 108.20'
COMM. i i
HANDHOLE
\ 3 DRILL HOLE
\ >
W
IN CONIC. FOUND
o-
\
\SAN MH \ \ CURB
RIM=279.19 9 Q
INV.W=263.59 \ 3
INV.N.=263.49 a
INV.SE=263.69 \
w w w \ w w w w w w
\ SAN. MHO 14
RIM=278.59 C
INV.N.=264.8 sA sA sA sA SA
OINV.E.=266.59
INV.S.=264.85
�ST ST ST ST ST ST-
STORM MH
1 9 O O RIM=278.20
\ INV.E=268.60
INV.W.=266.80
\ INV.E.=266.90
CB
RIM=278.88
INV=271.58 \
5/6"IR. BUILDING
0 5/8"IR.
UL_ CONIC. _APRON 5 8"IR
S63 30'00 "E /`-
19.20'
Li SIDEWALK I
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5
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r\�-1-RIM=277.07
CB
3 Q n INV=273.57
3 I
4" WATER
w w w w -w-w w w w w w T w w
G
3rofine Stre fit 12�SANITAR SASA- SA
SA SA
SA SA Sk
-ST-ST- ST ST ST ST ST ST ST ST ST ST ST
SAN. MH STORM MH
RIM=277.45 (PAVED OVER) I
INV.W.(OUT)=267.25 RIM=277.22
INV.E.(IN)=267.45
Map
n I
SAN.MH.
RIM�278.36
INV.N. 264.60
INV.S. 264.70
SAN.MH. I
CB
RIM=279.13
INV=271.53
ELEC.
HANDHOLE
w w w w
SAN. MH
RIM=279.72 c
SA SA SA
STORMsT
STORM MH
RIM=279.31
N INV.W.=269.8
INV.E.=269.4
GAS
VALVE
Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown
map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was
a violation of Section 7209 subdivision 2 of the available.
New York State Education Law.
P: \D\Dempsey, 33-35 Caroline St S23-174\S23-174 Dempsey PROPOSED PLOT PLAN.dwo
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Places in Saratoga, LLC
In s t. #201,3038068
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S63 29'35 "E 89.00'
S30 38'22 "W
3.95'
PROPOSED
BUILDING
i
1
I
1
\ N63 30'00 "W 108.20'
COMM. i i
HANDHOLE
\ 3 DRILL HOLE
\ >
W
IN CONIC. FOUND
o-
\
\SAN MH \ \ CURB
RIM=279.19 9 Q
INV.W=263.59 \ 3
INV.N.=263.49 a
INV.SE=263.69 \
w w w \ w w w w w w
\ SAN. MHO 14
RIM=278.59 C
INV.N.=264.8 sA sA sA sA SA
OINV.E.=266.59
INV.S.=264.85
�ST ST ST ST ST ST-
STORM MH
1 9 O O RIM=278.20
\ INV.E=268.60
INV.W.=266.80
\ INV.E.=266.90
CB
RIM=278.88
INV=271.58 \
5/6"IR. BUILDING
0 5/8"IR.
UL_ CONIC. _APRON 5 8"IR
S63 30'00 "E /`-
19.20'
Li SIDEWALK I
U
5
N
r\�-1-RIM=277.07
CB
3 Q n INV=273.57
3 I
4" WATER
w w w w -w-w w w w w w T w w
G
3rofine Stre fit 12�SANITAR SASA- SA
SA SA
SA SA Sk
-ST-ST- ST ST ST ST ST ST ST ST ST ST ST
SAN. MH STORM MH
RIM=277.45 (PAVED OVER) I
INV.W.(OUT)=267.25 RIM=277.22
INV.E.(IN)=267.45
Map
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Places in Saratoga, LLC
In s t. #201,3038068
■ii
S63 29'35 "E 89.00'
S30 38'22 "W
3.95'
PROPOSED
BUILDING
i
1
I
1
\ N63 30'00 "W 108.20'
COMM. i i
HANDHOLE
\ 3 DRILL HOLE
\ >
W
IN CONIC. FOUND
o-
\
\SAN MH \ \ CURB
RIM=279.19 9 Q
INV.W=263.59 \ 3
INV.N.=263.49 a
INV.SE=263.69 \
w w w \ w w w w w w
\ SAN. MHO 14
RIM=278.59 C
INV.N.=264.8 sA sA sA sA SA
OINV.E.=266.59
INV.S.=264.85
�ST ST ST ST ST ST-
STORM MH
1 9 O O RIM=278.20
\ INV.E=268.60
INV.W.=266.80
\ INV.E.=266.90
CB
RIM=278.88
INV=271.58 \
5/6"IR. BUILDING
0 5/8"IR.
UL_ CONIC. _APRON 5 8"IR
S63 30'00 "E /`-
19.20'
Li SIDEWALK I
U
5
N
r\�-1-RIM=277.07
CB
3 Q n INV=273.57
3 I
4" WATER
w w w w -w-w w w w w w T w w
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SA SA
SA SA Sk
-ST-ST- ST ST ST ST ST ST ST ST ST ST ST
SAN. MH STORM MH
RIM=277.45 (PAVED OVER) I
INV.W.(OUT)=267.25 RIM=277.22
INV.E.(IN)=267.45
Map
Legend
o
marker found, labeled
0
utility pole
a
sign
®
water valve
X
lamp post
- -
overhead wires
gas line
guard rail
/- wood fence
Deed References:
1. Burton P. Schwab
Inst. #2009006434
2. RSJATTT059, LLC
Inst. #2023014911
Map References:
1. "As -Built Survey 79 Henry Street Mixed Use
Building" dated Jan. 28, 2021 prepared by
Thompson -Fleming Land Surveyors, P.C.
2. "Map of Lands of Burton P. Schwab" dated Dec. 16,
2002 prepared by Thompson -Fleming Land
Surveyors, P.C.
3. "2 Lot Subdivision, Lands of Joseph R. Nemec dated
3/25/04, last revised 8/21 /04 prepared by
All -Points Land Survey, LLC filed in the Saratoga
County Clerk's Office as Map #N204A.
4. "Map of Pavilion Park Property" dated 1874 prepared
by L.H. Cramer, C.E. filed in the Saratoga County
Clerk's Office as Map FF-38 and FF-39.
5. "Map of Lands to be conveyed to RSJATTT059, LLC
dated Aug. 3, 2022 revised 6/2/23 by
Thompson -Fleming Land Surveyors, P.C.
--- Survey Notes:
1. Elevations are based on NGVD 1929 datum.
2. The location of underground utilities shown on this
plan are for information only, and all utilities may
not be shown. The owner or contractor shall
contract U.F.P.O. (1-800-962-7962) and the
proper local authorities or respective utility company
having jurisdiction to confirm the location of all
existing utilities before commencing work. Any
costs incurred by the owner or contractor due to
the failure to contact the proper authorities shall
become the responsibility of the owner or
contractor.
3. The location of sanitary sewer service to each
building is unknown.
Certification
IT IS HEREBY CERTIFIED TO:
ERIC BRODWIN AND CRONAN DEMPSEY
that the map was prepared in accordance with the current existing
Code of Practice for Land Surveyors adopted by the New York State
Association of Professional Land Surveyors, Inc. The certification is
limited to persons for whom the boundary survey map is prepared,
to the title company, the governmental agency, and to the lending
institution listed on this boundary survey map.
N
Approved under the authority
of a resolution adopted
11 L44 2,S__ by the
Plan
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DESCRIPTION
REVISIONS
DATE: May
31, 2024
JOB NO.:
S23-174.24
TAX MAP:
165.60-1-27,28,29
SCALE: 1 " = 10'
5 0 5 10
S23-174.24
P: \D\Dempsey, 33-35 Caroline St S23-174\S23-174 Dempsey LOT LINE ADJISTMENT.dwg
EL
Hi�P/OHOLE
SMH--__0
APPROXIMATE LIMIT OF
DISTURBANCE (TYP)
FULL DEPTH PAVEMENT
REMOVAL AND REPLACEMENT
WITHIN SAWCUT AREAS
PROPOSED TRANSITION CURB (TYP.)
PROP CATCH BASIN
(TYP); REFER TO DETAIL
ST-4 ON SHEET C-901
PROP FLUSH CURB
(TYP); SEE DETAIL ON
SHEET C-901
ALL WORK WITHIN CITY ROW TO
BE COORDINATED WITH CITY
PRIOR TO CONSTRUCTION
FULL DEPTH PAVEMENT
REMOVAL AND REPLACEMENT
WITHIN SAWCUT AREAS
0
GAS
VAL UE
PROPOSED ASPHALT
PAVEMENT; SEE DETAIL
SS-5 ON SHEET CO-901
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I
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FIRE SEPARATION DISTANCE IS o I SIDEWALK AND CURB
19.9' FROM BUILDING FACE TO ' PROPOSED WALUEXPOSED
CENTERLINE OF PAVILION PLACE FOUNDATION; GC TO COORDINATE
PROPOSED WALLEXPOSED
WALL DESIGN WITH ARCHITECT FOUNDATION; L; GC TO COORDINATE
o i AND GEOTECH ENGINEER PRIOR TO WALL DESIGN WITH ARCHITECT AND
CONSTRUCTION AND PROVIDE 1711' GEOTECH ENGINEER PRIOR TO
WALL DRAWINGS TO THE FOR I TYP . P/oces in Saratoga, LLC (TYP).
) CONSTRUCTION AND PROVIDE WALL
12013038068
i DRAWINGS TO THE FOR (TYP).
o APPROXIMATE LIMIT OF
a I BU/LD/hJG
DISTURBANCE (TYP.) PROPOSED WALUEXPOSED
7.8' I I I METAL GUARD RA1L S6302935" 89.00, FOUNDATION; GC TO COORDINATE
o WALL DESIGN WITH ARCHITECT AND
0 O GEOTECH ENGINEER PRIOR TO
o \_� , CONSTRUCTION AND PROVIDE WALL
w d A RON C, DRAWINGS TO THE FOR (TYP).
----- m 0.04'
fL---- FIRE SEPARATION = 0'
LIMIT OF PROPOSED
SIDEWALK AND EXISTING LOT LINES TO
CURB BE REMOVED AND LOTS
p 7.9' TO BE CONSOLIDATED
GARAGE ENTRANCE. 0.1'
OWNER TO HAVE A
'I p PEDESTRIAN WARNING
SYSTEM INSTALLED.
/ o
° PROPOSED REFER TO ARCH
FLUSH CURB (TYP) I PLANS FOR RAMP
Z 4
Q ° , PROPOSED DESIGN
TRANSITION CURB
(TYP)-------I
° D
PROP DECORATIVE LIGHT POLE. PROPOSED MIXED USE BUILDING
P `} REFER TO LIGHTING PLAN FOR FIRST FLOOR GROSS FLOOR = ±9,315 SF
WIT j �o DETAIL TOTAL BUILDING GROSS FLOOR = ±57,813 SF
PROP ONE (1) AMERICAN (REFER TO ARCH PLANS)
o� W HORNBEAM TREE WITH GRATE OVER AREA OF DISTURBANCE _ ±0.3580
N TREE PIT. SEE TREE PLANTING DETAIL ACRES
L-1 ON SHEET C-901. CONFIRM WITH
N CITY ARBORIST PRIOR TO
INSTALLATION
a I FIRE SEPARATION = 0' --_�
\ PROP DECORATIVE LIGHT POLE.
REFER TO LIGHTING PLAN FOR
- � DETAIL
PROP HEATED CONC SIDEWALK (TYP);
° REFER TO DETAIL SS-8A ON SHEET C-901
PROP BUILDING
Q/ II CANOPY (TYP)
/ I
1055
s
o/ 8.1'I U
PROP ONE (1) FLOWERING DOGWOOD TREE WITH GRATE
OVER TREE PIT, SEE TREE PLANTING DETAIL L-1 ON SHEET PROP HEATED CONC SIDEWALK (TYP);
C-901. CONFIRM WITH CITY ARBORIST PRIOR TO
/ INSTALLATION REFER TO DETAIL SS-8A ON SHEET C-901
°
bQ PROP ONE (1) AMERICAN -
PROP DOOR TYP HORNBEAM TREE WITH GRATE OVER PROP ONE (1) FLOWERING DOGWOOD
(TYP) TREE WITH GRATE OVER TREE PIT.
' PROP DETECTABLE � TREE PIT. SEE TREE PLANTING DETAIL
F.
TEXTURE WARNING; PROP BUILDING C-1 ON SHEET C 901. CONFIRM WITH SEE TREE PLANTING L-1 DETAIL ON
REFER TO DETAIL 8� CANOPY (TYP) CITY ARBORIST PRIOR TO SHEET ST P CONFIRM WITH CITY
eoe ARBORIST PRIOR TO INSTALLATION
SMf SS-11 ON SHEET C-901 °!.N ° INSTALLATION
eob CURB(TYPPROPOSE)TRANSITION
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(TYP); SEE DETAIL ON LPG (TYP.) J a.` p ° o p
SHEET C-901 °se , »' OL ° ° D EXISTING LIGHT �I a
aoa b'o a
e0000°eo°° °o .� D fl �aPOLE TO REMAIN ° o
EXISTING COMM MANHOLE TO BE RESET EXISTING LIGHT ALL WORK WITHIN CITY ROW TO , i 0 p %ft. *ft. ` _ 0
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TO PROPOSED GRADE. GC TO PRIOR TO CONSTRUCTION , i -C- <0p L0D
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PRIOR TO CONSTRUCTION I LOD a� !
� (TYP); SEE DETAIL ON /p I -
SHEET C-901 � , v
o - FIRE SEPARATION DISTANCE IS
23.6' FROM BUILDING FACE TO ♦ ' I J `
CENTERLINE OF CAROLINE STREET '00,
®0 I I REMAIN
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APPROXIMATE LIMIT OF O I `Zzz
DISTURBANCE (TYP) 0L PROPOSED
LOD SAWCUT (TYP.)
'D a 0* ROUNE STREET
PROPOSED ASPHALT OMN
PAVEMENT; SEE DETAIL FULL DEPTH PAVEMENT
SS-5 ON SHEET CO-901 REMOVAL AND REPLACEMENT p�
WITHIN SAWCUT AREAS
BM'c'
DRILL HOLE IN
BONNET NUT
ELEV=280.61
n�7
Thomas J C1oacY, Jr
&1601 P460
BU/LDING
'CLANCY S
TAi/ERN"
LIMIT OF PROPOSED SIDEWALK AND
CURB (GC TO PROVIDE COMPLIANT
CONNECTION TO EXISTING SIDEWALK)
LIMIT OF PROPOSED
SIDEWALK AND CURB
PROPOSED ASPHALT
PAVEMENT; SEE DETAIL
SS-5 ON SHEET CO-901
APPROXIMATE LIMIT
OF DISTURBANCE
(TYP.)
Approved under the authority
of a resolution adopted
b (;J by the
3i
R f the itv of Saratoga Springs.
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REV/S/ONS
DRAWN Y
REV DATE COMMENT CHECKED BY CHECKED
1 07/23/2025 PER MEP AND ARCH VR
COORDINATION CVM
2 08/26/2025 PER CITY COMMENT JRS
CVM
3 12/16/2025 PER CITY APPROVAL SJR
CVM
4 05/21/2026 TREES AND LIGHT VR
POLES REVISIONS CVM
5 06/02/2026 SAW CUT REVISION VR
CVM
6 06/11/2026 PER CITY COMMENTS VR
CVM
7 06/19/2026 PER CITY COMMENTS VR
CVM
8 06/26/2026 PER CITY COMMENTS SJR
CVM
9 07/14/2026i PER CITY COMMENTS VR
CVM
Know what's below,
Call before you dig.
NEW YORK STATE
YOU MUST CALL 811 BEFORE ANY EXCAVATION
WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
1-800-962.7962
www.digsafelynewyork.com
ISSUED FOR
CONSTRUCTION
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: NYB250046.00-OA
DRAWN BY: SJR
CHECKED BY: CVM
DATE: 6/1212025
CAD I.D.: P-CIVL-PROP
PROJECT:
S/TEAE//ELORMAS. VT
PLANS
FOR
DEMPSEY
DEVELOPMENT
PROPOSED MIXED -USE
DEVELOPMENT
33-35 CAROLINE STREET
CITY OF SARATOGA
SARATOGA COUNTY, NEW YORK
SEC: 165.601 BLK: 11 LOTS: 27,28,29
TM
BOHLERI
BOHLER PLANNING, LANDSCAPE ARCHITECTURE,
ENGINEERING AND SURVEYING NY, PLLC
17 COMPUTER DRIVE WEST
ALBANY, NY 12205
Phone: (518) 438-9900
Fax: (518)438-0900
www.BohlerEngineering.com
e
REFERENCES
p � a � �FESSip�'••
1. BASE CAD FILE, DATED MAY 31, 2024,
PREPARED BY THOMPSON/FLEMING LAND
SURVEYORS, P.C.
2. BASE CAD FILE, TITLED'3-13-25 CAROLINE ST CARO NES BEET
SHEET TITLE:
26 UNITS,' PREPARED BY 686 ARCHITECTS.
►/EH/CLE TURN - CONCRETEP4VMP S/TE
SCALE: 1" = 80' L.4NOISC.4PE
CV) VTRACTORAA(0 GEOTECHN/CAL ENG/NEER TO TN/S PLAN TO BE UT/L/ZED
ESTABL/SAWA PROCESS F0RABA/VD0Nff0VT OF FOR S/TELA r011rPURPOSES SHEET NUMBER:
THE VILLA GEBROOK STONEARCH ONCEF/ELP ONL Y
CO/VD/T/O/VS HAV,EBEENEVALIJATED C=301
__J--
10 5 2.5 0 10
SCALE: 1" = 10'
REVISION 9 - 07/14/2026
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TC=BC 274.91
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I
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CONNECTION CAN BE MADE. i
MEIB
PROP CATCH BASIN
RIM: 275.00 I
INV:271.96 j
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REFER TO DETAIL ST-4 ON I
SHEET C-901
I
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(
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/
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MEIG 275.47
I
,
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MEIG 275.56
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PRIOR TO CONSTRUCTION I
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L I-
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(TYP.)
R11V=275501
/NV-269.00�-
GC TO CONFIRM R11V &
INVrRT ANO INFORM FOR 0--
ANY 0/SCREPANCI' PRIOR TO
C0A151/FUC1101V
±87 LF 12" HDPE @0.5% SLOPE. GC TO CONFIRM
DISTANCE TO EXISTING CATCH BASIN PRIOR TO
CONSTRUCTION/ORDERING MATERIALS
LIMIT OF PROPOSED
SIDEWALK AND CURB
PROPOSED WALUEXPOSED
FOUNDATION; GC TO COORDINATE
WALL DESIGN WITH ARCHITECT
AND GEOTECH ENGINEER PRIOR TO
CONSTRUCTION AND PROVIDE
WALL DRAWINGS TO THE FOR (TYP).
APPROXIMATE LIMIT OF
DISTURBANCE (TYP.)
PROPOSED WALL/EXPOSED
FOUNDATION; L; GC TO COORDINATE
n/f WALL DESIGN WITH ARCHITECT AND
GEOTECH ENGINEER PRIOR TO
P/oces in Sorofoga, LLC CONSTRUCTION AND PROVIDE WALL
/nsf. 12013038068 DRAWINGS TO THE FOR (TYP).
MEIG 274.88 I ��
✓,�_TAL 6V R41L S6302935"E 89.00'
I i 1 '1 T -. MEIG 274.83
MG I i - - �--- _-- _ - v I O� O �
MEIG 27s 38 > - C APRON
MEIG 275.48
G 275.45 MEIG 274.00
PROP ROOF DRAIN FIRE SEPARATION = 0'
INV.: 272.00
(GC TO CONFIRM LOCATION AND INVERT WITH ARCHITECT)
±7 LF 12" HDPE @0.5% SLOPE
GARAGE ENTRANCE.
OWNER TO HAVE A
PEDESTRIAN WARNING
SYSTEM INSTALLED.
PROP ROOF DRAIN
G 2n.00 INV.: 272.00
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PROPOSED MIXED USE BUILDING
FIRST FLOOR GROSS FLOOR = ±9,315 SF
TOTAL BUILDING GROSS FLOOR = ±57,813 SF
(REFER TO ARCH PLANS)
REFER TO ARCH PLANS
FOR RAMP DESIGN
FIRE SEPARATION = 0'
G 278 0,
G 278.00
3 277.98
277.86
3 277.95
G 278.00
PROP DOOR (TYP)
MAX 2% CROSS G 278.00
G 277.97
SLOPE IN ALL
G 278.00
ACCESSIBLE LANDING G 27900
TC=BC 277.67 SgB� G 278.00
AREAS (TYP) G z7a.00
SMH ( I G 27a 00
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( %NV S =264 7 ` - G 277.95 G 277.97 G 277.97 ,
TC=BC 277.76 - o
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f
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� � a i G 277.94
` 278.37 MEIG G 277.95 �: G 277 97
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TC 277 91
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278.05 - - - -
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WALL DESIGN WITH ARCHITECT AND
GEOTECH ENGINEER PRIOR TO
CONSTRUCTION AND PROVIDE WALL
DRAWINGS TO THE FOR (TYP).
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MEIG 277.81
LIMIT OF PROPOSED SIDEWALK AND
CURB (GC TO PROVIDE COMPLIANT
CONNECTION TO EXISTING SIDEWALK)
\ L_ TRANSITION CURB - ' Bc2n.2a - I L BC277.11 - ti -
TC 277.90 - _ - 'J BC 277.15 C9
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- - - - EXISTING COMM MANHOLE TO BE RESET TC=BC 277.77
\ TC 277.92 TC 277.85 TC 277.89 APPROXIMATE LIMIT
TO PROPOSED GRADE. GC TO MEIG 2n.37 ! ♦ OD �?
S \ \ COORDINATE WITH UTILITY PROVIDER TC=BC 277.68 Tc 278.09 BC 277.42 BC 277.11 ♦ ♦ \ ` BC 27-39r D o
/W/v i BC 277.59 0 LO OF DISTURBANCE
EXISTING SIGN TO BE RESET MEIG 277.43 ♦ L0 (TYP.
f /fi=219 1g� 1 PRIOR TO CONSTRUCTION ♦ ' C inn )
G G-. TO PROPOSED GRADE MEIG 277.48 MEIG 277.12 fi
iN iy=2635, \ \ �� LOD " R//✓1=277.0 fq - p
EXISTING LIGHT POLE TO REMAIN s o o
/NV1J=263�9 TYP r I %NV=27357
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INVE.=269.47 PRIOR TO CONSTRUCTION \ INVF=2686t7 1NVH (OUV=26725 Q� a
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--- ----
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GAS R/A9278 88 \ /
V4Z VE /f'V-271.59 /
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Sr
Approved under the authority
of a resolution adopted
Z by the
-77 (da )
of I y Saratoga Springs.
Han
. _
- !�t
C irman
(patlei Z)
TH/S PLAN TO BE UT/L/ZED
FOR GRAD/NG, DR4/N.4GEAND
UT/L/T/ES PURPOSES ONLY
20 10 5 0 10
SCALE: V = 10'
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REV/S/ONS
REV DATE COMMENT DRAWN BY
CHECKED BY
1 07/23/2025 PER MEP AND ARCH VR
COORDINATION CVM
2 08/26/2025 PER CITY COMMENT JRS
CVM
3 12/16/2025 PER CITY APPROVAL SJR
CVM
4 05/21/2026 TREES AND LIGHT VR
POLES REVISIONS CVM
5 �06/02/2026 SAW CUT REVISION VR
CVM
6 06/11/2026 PER CITY COMMENTS VR
CVM
7 06/19/2026 PER CITY COMMENTS VR
CVM
8 06/26/2026 PER CITY COMMENTS SJR
CVM
9 07/14/2026 PER CITY COMMENTS VR
CVM
Know what's below.
Call before you dig.
NEW YORK STATE
YOU MUST CALL 811 BEFORE ANY EXCAVATION
WHETHER ITS ON PRIVATE OR PUBLIC LAND.
1-800-962.7962
www.digsafelynewyork.com
ISSUED FOR
CONSTRUCTION
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: NYB250046.00-OA
DRAWN BY: SJR
CHECKED BY: CVM
DATE: 6/12/2025
CAD I.D.: P-CIVL-PROP
PROJECT:
S/TEDE//ELOPlIENT
PLANS
FOR
DEMPSEY
DEVELOPMENT
PROPOSED MIXED -USE
DEVELOPMENT
33-35 CAROLINE STREET
CITY OF SARATOGA
SARATOGA COUNTY, NEW YORK
SEC: 165.601 BLK: 1 1 LOTS: 27,28,29
TM
BOHLER1
BOHLER PLANNING, LANDSCAPE ARCHITECTURE,
ENGINEERING AND SURVEYING NY, PLLC
17 COMPUTER DRIVE WEST
ALBANY, NY 12206
Phone: (518) 438-9900
Fax: (518) 438-0900
www.BohlerEngineenng.com
SHEET TITLE:
AP"IMAoGAF
PLAN
SHEET NUMBER:
C=401
REVISION 9 - 07/14/2026
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PROP THRUST BLOCK
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PROP CATCH BASIN
RIM:275.00
INV: 271.96
REFER TO DETAIL ST4 ON
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CULVERT
(
INV.: 272.00
(GC TO CONFIRM LOCATION AND INVERT WITH ARCHITECT)
±7 LF 12" HDPE @0.5% SLOPE
REFER TO ELECTRICAL PLANS
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GARAGE ENTRANCE.
OWNER TO HAVE A
BY OTHERS FOR PENETRATION 1
(
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PEDESTRIAN WARNING
LOCATION AT THE BUILDING.
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PROP UNDERGROUND VAULT FOR I
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BY ELECTRICAL ENGINEER FOR ALL
REQUIREMENTS. GC TO CONFIRM
,,,
SERVICE REQUIREMENTS, CONNECTION
LOCATION AND UTILITY
_
CONFIGURATION WITH UTILITY
PROVIDER PRIOR TO CONSTRUCTION.
i o
PROPOSED MIXED USE BUILDING
FIRST FLOOR GROSS FLOOR = ±9,315 SF
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TOTAL BUILDING GROSS FLOOR = ±57,813 SF
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(REFER TO ARCH PLANS)
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PROP UNDERGROUND ELECTRICAL
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PROVIDER PRIOR TO CONSTRUCTION,
I
APPROX LIMIT OF DISTURBANCE
(TYP)
PROPOSED SAWCUT(TYP) ! I
I I !
° PROP UTILITY CROSSING. 18"
III MIN VERTICAL CLEARANCE
b� REQUIRED.
l� PROP DOOR (TYP) NON FREEZE HOSE
1 BIBB; REFER TO
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REMAIN AND BE REUSE --
GC TO CONFIRM SERVICE SIZE AND
INFORM FOR OF FINDING PRIOR
TO START OF CONSTRU TION. 4
WATER SERVICE NEEDE PER MEP
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V �
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\ 1141,c =266. 90 ; INV.E�IN)267. 45
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VALVE I/'✓V=271.58 \� /
8M
DRILL HO[E IN
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ELEV=280.61 "
EXISTING HYDRANT
sr--LsT sr sr sT—
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PAVED OVER 1
PROP 8" SDR35 SEWER SERVICE INTO EXISTING MANHOLE. GC TO
COORDINATE WITH THE UTILITY PROVIDER PRIOR TO
CONSTRUCTION
L4UILOGVG
T r
— _
n/f
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&1601 10160
NON FREEZE HOSE
BIBB; REFER TO
PLUMBING PLANS BY
OTHERS
Bl1'iDING
LArU"YS
TA✓ERN "
PROP GAS SERVICE AND GAS METER
BANK. MEP TO CONFIRM GAS MAIN
CONNECTION POINT AND METER
LOCATIONS. GC TO COORDINATE
WITH UTILITY PROVIDER.
PROP UTILITY CROSSING. 18"
MIN VERTICAL CLEARANCE
REQUIRED.
PROP UTILITY CROSSING. 18"
MIN VERTICAL CLEARANCE
REQUIRED.
PROP UNDERGROUND ELECTRIC CONDUIT. GC TO
COORDINATE TRENCHING AND INSTALLATION WITH CITY AND
UTILITY PROVIDER PRIOR TO CONSTRUCTION..
CONNECTION TO EXISTING ELECTRIC. GC TO COORDINATE OLD SERVICE
REMOVAL AND NEW SERVICE INSTALLATION WITH UTILITY PROVIDER
PRIOR TO CONSTRUCTION.
Approved under the authority
of a resolution adopted
I 1 Z by the
Rn f the ityof Saratoga Springs.
vd"t-Igne�
REFERENCES
1. BASE CAD FILE, DATED MAY 31, 2024,
PREPARED BY THOMPSON-FLEMING LAND
SURVEYORS, P.C.
2. BASE CAD FILE, TITLED'3-13-25 CAROLINE ST
26 UNITS,' PREPARED BY 686 ARCHITECTS.
TH/S PLAN TO BE UT/L/ZED
FOR UT/L/T/ESPU/QPOSES
ONLY
10 5 2.5 0 10
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REVISIONS
REV DATE COMMENT DRAWI
CHECK
1 07/23/2025 PER MEP AND ARCH V
COORDINATION CV
2 08/26/2025 PER CITY COMMENT JR
CV
3 12/16/2025 PER CITY APPROVAL SJ
CV
4 05/21/2026 TREES AND LIGHT V
POLES REVISIONS CV
5 06/02/2026 SAW CUT REVISION V
CV
6 06/11/2026 PER CITY COMMENTS V
CV
7 06/19/2026 PER CITY COMMENTS
CVM
8 06/26/2026 PER CITY COMMENTS SJR
CVM
9 07/14/2026 PER CITY COMMENTS VR
CVM
i
Know what's below.
Call before you dig.
NEW YORK STATE
YOU MUST CALL 811 BEFORE ANY EXCAVATION
WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
1-800-962.7962
www.digsafelynewyork.com
ISSUED FOR
CONSTRUCTION
THIS DRAWING IS INTENDED FOR MUNICIPAL AND10R AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: NYB250046.00-OA
DRAWN BY: SJR
CHECKED BY: CVM
DATE: 611212025
CAD I.D.: P-CIVL-PROP
PROJECT:
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17 COMPUTER DRIVE WEST a W
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ALBANY, NY 12205
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METAL GUARD RAf_/
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FIRE SEPARATION = 0'
EDGE OF PROPOSED
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AREA OF DISTURBANCE _
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FIRE SEP -RATION = 0'
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\ - LOD � ;- -. • i �00 SHEET C-802 ,
\\ LOD\� �► � �, i � p � 5 LOD � � m• L � e
ST STORM ST \ \ OD= LONoww 1 I ��/ E �S �o a
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APPROXIMATE LIMIT OF
DISTURBANCE (TYP.)
Approved under the authority
of a resolution adopted
ttcit
by the
Saratoga Springs.A.
NO WORK OR STAG/NG /N THE
R/GHT OF iY.4 YF/PO/H r11
.140NE8THOR✓UNE26TH TO
LABO/P DAYDUE TO TRACK
SEASON
TH/S PLAN TO BE UT/L/ZED FO
SO/L EROS/ONAND SED/�l1ENT
CONTROL PURPOSES ONLY
10 5 2.5 0 10
SCALE: 1" = 10'
z
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REVISIONS
REV DATE COMMENT BY
CHHECKEECKE D BY
1 07/23/2025 PER MEP AND ARCH VR
COORDINATION CVM
2 08/26/2025 PER CITY COMMENT JRS
CVM
3 12/16/2025 PER CITY APPROVAL SJR
CVM
4 05/21/2026 TREES AND LIGHT VR
POLES REVISIONS CVM
5 06/02/2026 SAW CUT REVISION VR
CVM
6 06/11/2026 PER CITY COMMENTS VR
CVM
7 06/19/2026 PER CITY COMMENTS VR
CVM
8 06/26/2026 PER CITY COMMENTS SJR
CVM
9 07/14/2026 PER CITY COMMENTS VR
CVM
Know what's below.
Call before you dig.
NEW YORK STATE
YOU MUST CALL 811 BEFORE ANY EXCAVATION
WHETHER ITS ON PRIVATE OR PUBLIC LAND.
1-800-962-7962
www.digsafelynewyork.com
ISSUED FOR
CONSTRUCTION
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: NYB250046.00-OA
DRAWN BY: SJR
CHECKED BY: CVM
DATE: 6/12/2025
CAD I.D.: P-GIVE-PROP
PROJECT:
SIZE DEVELOAVAffiVT
Av"AffS
— FOR
DEMPSEY
DEVELOPMENT
PROPOSED MIXED -USE
DEVELOPMENT
33-35 CAROLINE STREET
CITY OF SARATOGA
SARATOGA COUNTY, NEW YORK
SEC: 165.601 BLK: 1 1 LOTS: 27,28,29
TM
BOHLERi}
BOHLER PLANNING, LANDSCAPE ARCHITECTURE,
ENGINEERING AND SURVEYING NY, PLLC
17 COMPUTER DRIVE WEST
ALBANY, NY 12205
Phone: (518) 438-9900
Fax: (518) 438-0900
www.BohlerEngineenng.com
SHEET TITLE:
SO/L EROS/ON
AND SEDIMENT
CONTROL PLAN
SHEET NUMBER:
C=801
UAL UE \ /
V
REVISION 9 - 07/14/2026
WOOD OR PLASTIC SLAT STAPLED ^ i�1-1/2" x 1-1/2" POST
THROUGH FABRIC TO POST \ I /-FABRIC
DETAIL OF POST ATTACHMENT
POST PRE -ASSEMBLED PRIOR TO INSTALLATION
FILTER POST
FABRIC POST
z
SLAT SLAT
'IT
N BACKFILL FILTER
FABRIC
12" MIN BACKFILL
(12" MAX 6"MIN
V ROCKY LAP FLOW
SOIL.)
NATIVE SOIL
TOE -IN METHODS
SILT FENCE (T WIDE)
FABRIC
W M:
Mfm
y 0
OP
PERSPECTIVE OF FENCE
NOTES:
1. EXCAVATE A 6"x6" TRENCH ALONG THE LINE OF EROSION CONTROL OF THE SITE.
2. UNROLL SILTATION FENCE AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM)
WALL OF THE TRENCH (NET SIDE AWAY FROM FLOW DIRECTION).
3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS LAYING ACROSS THE TRENCH
BOTTOM.
4. LAY THE TOE -IN FLAP OF THE FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH,
BACKFILL ALSO BE ACCOMPLISHED BY LAYING FABRIC FLAP ON UNDISTURBED GROUND AND
PILING & TAMPING FILL AT THE BASE.
101 - 09/2023)
PLYWO" ""
OD 48X ^
PAINTED WHI
S/LTF _VCE
NOT TO SCALE
ACKLETTERS
" LAG SCREWS
)OD POST 3"X3"X8'
L
CONCRETE WASHOUT SIGN
DETAIL (OR EQUIVALENT)
NOTES: w
1. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE LOCATED A MINIMUM OF 50 FT. j
FROM STORM DRAIN INLETS.
2. ONCE CONCRETE WASTES ARE WASHED INTO THE DESIGNATED AREA AND ALLOWED TO
HARDEN, THE CONCRETE SHOULD BE BROKEN UP, REMOVED, AND DISPOSED OF
OFF -SITE. CONTRACTOR TO DISPOSE OF HARDENED CONCRETE ON A REGULAR BASIS.
3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY
CONCRETE WASHOUT FACILITY.
4. PLASTIC LINING MATERIAL SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE SHEETING
AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE THE
IMPERMEABILITY OF THE MATERIAL.
5. WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED
AND READY FOR USE ONCE THE WASHOUT IS 75% FULL.
SPECIFICATION TABLE
PROPERTIES
TEST METHOD
UNITS
GRAB TENSILE STRENGTH
ASTM D-4632
265 LBS
GRAB TENSILE ELONGATION
ASTM D-4632
20%
PUNCTURE
ASTM D-4833
135 LBS
MULLEN BURST
ASTM D-3786
420 PSI
TRAPEZOID TEAR
ASTM D-4533
45 LBS
UV RESISTANCE
ASTM D-4355
90 %
APPARENT OPENING SIZE
ASTM D-4751
20 US SIEVE
FLOW RATE
ASTM D-4491
200 GAL/MIN/SQ FT
PERMITTIVITY
ASTM D-4491
1.5 SEC -1
1. REMOVE TRAPPED SEDIMENT WHEN BRIGHTLY COLORED EXPANSION RESTRAINT CAN NO LONGER
BE SEEN.
2. GEOTEXTILE SHALL BE A WOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS
REQUIREMENTS IN THE SPECIFICATIONS TABLE.
3. PLACE AN OIL ADSORBENT PAD OR PILLOW OVER INLET GRATE WHEN OIL SPILLS ARE A CONCERN.
4. INSPECT PER REGULATORY REQUIREMENTS.
5. THE WIDTH, "W', OF THE FILTER SACK SHALL MATCH THE INSIDE WIDTH OF THE GRATED INLET BOX.
6. THE DEPTH, "D", OF THE FILTER SACK SHALL BE BETWEEN 24 INCHES AND 36 INCHES.
7, THE LENGTH, "L", OF THE FILTER SACK SHALL MATCH THE INSIDE LENGTH OF THE GRATED INLET
BOX.
8. FOR INLET WITH CURB PIECE OPENING, THE CURB PIECE OPENING SHALL BE BLOCKED SO ALL
STORMWATER RUNOFF WILL BE FILTERED THROUGH THE FILTER SACK.
BINDING WIRE
10 MIL PLASTIC LINING CONCRETE
BLOCK
NATIVE MATERIAL
(OPTIONAL)
10,
(MIN)
rL_Hry
0 MIL PLASTIC LINING
JCRETE BLOCKS (TYP)
CONCRETE WASTE
/IlA/VAGEJAE/VT
NOT TO SCALE (NY-0020201 - 01/2025)
INLET GRATE
LOOPS SIZED FOR 1"
REBAR. LIFT FILTER BAG
FROM INLET USING
REBAR FOR HANDLES
OVERFLOW HOLES
GEOTEXTILE BAG
1/4" BRIGHTLY COLORED NYLON
ROPE EXPANSION RESTRAINT
LOOPS SIZED FOR 1" REBAR. USE
REBAR FOR A HANDLE TO EMPTY
FILTER SACK AT A SE
COLLECTION LO(
AWETF/L TER SACW
ISOMETRIC VIEW
FINISH
GRADE
>P OVERFLOW HOLES
2"X2"X3/4" RUBBER
BLOCK (TYP.) OR
FLAT WASHERS
p
1/4" BRIGHTLY COLORED NYLON
= ROPE EXPANSION RESTRAINT
-44
SECURE LIFTING LOOPS TO EROS/ONAND SE,VIA /VT CONTROL NOTES
OR UNDER SURROUNDING
SURFACE
1. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE DONE AS SET FORTH IN THE MOST CURRENT STATE SEDIMENT AND EROSION CONTROL MANUAL.
2. THOSE AREAS UNDERGOING ACTUAL CONSTRUCTION WILL BE LEFT IN AN UNTREATED OR UNVEGETATED CONDITION FOR A MINIMUM TIME. AREAS SHALL BE PERMANENTLY STABILIZED IN
ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. AT A MINIMUM, AREAS SHALL BE PERMANENTLY STABILIZED ACCORDING TO THE NEW YORK STATE STANDARDS AND
° SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (REFERRED TO AS THE "BLUE BOOK"), OR IN THE ABSENCE OF THE BLUE BOOK, THEY SHALL BE PERMANENTLY STABILIZED WITHIN 1
DAYS OF FINAL GRADING AND TEMPORARILY STABILIZED WITHIN 30 DAYS OF INITIAL DISTURBANCE OF THE SOIL. IF THE DISTURBANCE IS WIT
SHALL BE STABILIZED WITHIN 7 DAYS OR PRIOR TO ANY STORM EVENT (THIS WOULD INCLUDE WETLANDS),
WITHIN 100 FEET OF A STREAM OR POND, THE AREA
3. SEDIMENT BARRIERS (SILT FENCE, STRAW BARRIERS, ETC.) SHOULD BE INSTALLED PRIOR TO ANY SOIL DISTURBANCE OF THE CONTRIBUTING DRAINAGE AREA ABOVE THEM. MULCH NETTING
p SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 8%.
° p 4. INSTALL SILTATION BARRIER AT TOE OF SLOPE TO FILTER SILT FROM RUNOFF. SEE SILTATION BARRIER DETAILS FOR PROPER INSTALLATION. SILTATION BARRIER WILL REMAIN IN PLACE PER
N NOTE #5.
d°
5. ALL EROSION CONTROL STRUCTURES WILL BE INSPECTED, REPLACED AND/OR REPAIRED EVERY 7 DAYS AND IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL OR SNOW MELT OR WHEN
NO LONGER SERVICEABLE DUE TO SEDIMENT ACCUMULATION OR DECOMPOSITION. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN
DEPOSITS REACH APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER. SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED BY THE CONTRACTOR UNTIL AREAS
UPSLOPE ARE PERMANENTLY STABILIZED. FOR SEDIMENT CONTROL DEVICES THAT ARE WITHIN AREAS SUBJECT TO CONSERVATION COMMISSION JURISDICTION, THE DEVICES SHALL REMAIN
IN PLACE AND BE REMOVED IN ACCORDANCE WITH THE ORDER OF CONDITIONS.
6. NO SLOPES, EITHER PERMANENT OR TEMPORARY, SHALL BE STEEPER THAN TWO TO ONE (2:1) UNLESS OTHERWISE INDICATED ON THE PLANS. SLOPE PROTECTION FOR SLOPES GRE
d THAN 2:1 SHALL BE DESIGNED BY A GEOTECHINCAL ENGINEER. ATER
7. IF FINAL SEEDING OF THE DISTURBED AREAS IS NOT COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST, USE TEMPORARY MULCH (DORMANT SEEDING MAY BE ATTEMPTED AS WELL)
SECTION VIEW TO PROTECT THE SITE AND DELAY SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD.
PROFILE VIEW OF INSTALLED FILTER
SACK 8. TEMPORARY SEEDING OF DISTURBED AREAS THAT HAVE NOT BEEN FINAL GRADED SHALL BE COMPLETED 45 DAYS PRIOR TO THE FIRST KILLING FROST TO PROTECT FROM SPRING RUNOFF
PROBLEMS.
9. DURING THE CONSTRUCTION PHASE, INTERCEPTED SEDIMENT SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL STANDARDS.
10. REVEGETATION MEASURES WILL COMMENCE UPON COMPLETION OF CONSTRUCTION EXCEPT AS NOTED ABOVE. ALL DISTURBED AREAS NOT OTHERWISE STABILIZED WILL BE GRADED,
SMOOTHED, AND PREPARED FOR FINAL SEEDING AS FOLLOWS:
10.1. SIX INCHES, OR DEPTH SPECIFIED ON THE LANDSCAPE PLAN, OF LOAM WILL BE SPREAD OVER DISTURBED AREAS AND SMOOTHED TO A UNIFORM SURFACE.
10.2. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE
N.T.S. APPLIED AT THE RATE OF 800 LB PER ACRE OR 18.4 LB PER 1,000 SF USING 10-20-20 OR EQUIVALENT. APPLY GROUND LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM
OXIDE) AT A RATE OF 3 TONS PER ACRE (138 LB PER1,000 SF).
10.3. FOLLOWING SEED BED PREPARATION, DITCHES AND BACK SLOPES WILL BE SEEDED TO A MIXTURE OF 47% CREEPING RED FESCUE, 5% REDTOP, AND 48% TALL FESCUE. THE LAWN
AREAS WILL BE SEEDED TO A PREMIUM TURF MIXTURE OF 44% KENTUCKY BLUE -GRASS, 44% CREEPING RED FESCUE, AND 12% PERENNIAL RYEGRASS: SEEDING RATE IS 1.03 LBS PER
1,000 SF LAWN. QUALITY SOD MAY BE SUBSTITUTED FOR SEED WHERE SLOPES DO NOT EXCEED 2:1, SOD ON SLOPES STEEPER THAN 3:1 SHOULD BE PEGGED,
10.4. STRAW MULCH AT THE RATE OF 70-90 LBS PER 1,000 SF. A HYDRO -APPLICATION OF WOOD OR PAPER FIBER SHALL BE APPLIED FOLLOWING SEEDING. A SUITABLE NON -TOXIC BINDER
WILL BE USED ON STRAW MULCH FOR WIND CONTROL.
11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE THE SITE IS 70% STABILIZED. FOR EROSION CONTROL MEASURES THAT ARE WITHIN AREAS SUBJECT TO
CONSERVATION COMMISSION JURISDICTION, THE MEASURES SHALL REMAIN IN PLACE AND BE REMOVED IN ACCORDANCE WITH THE ORDER OF CONDITIONS.
12. WETLANDS WILL BE PROTECTED WITH BARRIERS CONSISTING OF STRAW BALES, COMPOST TUBES, SILT FENCE OR A COMBINATION THEREOF.
13. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL HAVE AN EXPOSURE WINDOW OF NOT MORE THAN 7 DAYS.
14. ALL AREAS WITHIN 100 FEET OF A FLAGGED WETLAND OR STREAM SHALL FOLLOW APPROPRIATE EROSION CONTROL MEASURES PRIOR TO EACH STORM IF NOT BEING ACTIVELY WORKED:
LOCATION MULCH MULCH RATE (1000 SF)
PROTECTED AREA STRAW 100 POUNDS
WINDY AREA SHREDDED OR CHOPPED CORNSTALKS 185-275 POUNDS
STRAW (ANCHORED)- 100 POUNDS
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REVISIONS
REV
DATE
COMMENT
DRAWN BY
CHECKED IT
1
07/23/2025
PER MEP AND ARCH
VR
COORDINATION
CVM
2
08/26/2025
PER CITY COMMENT
JRS
CVM
3
12/16/2025
PER CITY APPROVAL
SJR
CVM
4
05/21/2026
TREES AND LIGHT
VR
POLES REVISIONS
CVM
5
06/02/2026
SAW CUT REVISION
VR
CVM
6
06/11/2026
PER CITY COMMENTS
VR
CVM
7
06/19/2026
PER CITY COMMENTS
VR
-
CVM
8
06/26/2026
PER CITY COMMENTS
SJR
CVM
9
07/14/2026
PER CITY COMMENTS
VR
CVM
MODERATE TO HIGH JUTE MESH OR EXCELSIOR MAT AS REQUIRED
VELOCITY AREAS OR
STEEP SLOPES GREATER.
THAN 3:1
GREATER THAN 3:1 (REFER TO GEOTECHNICAL REPORT FOR FINAL DESIGN REQUIREMENT)
A HYDRO -APPLICATION OF WOOD OR PAPER FIBER MAY BE APPLIED FOLLOWING SEEDING. A SUITABLE NON -TOXIC BINDER SHALL BE USED TO ADDITIONAL WIND CONTROL.
Know what's below.
Callbefore you dig.
MULCH ANCHORING: ANCHOR MULCH WITH PEG AND TWINE (1 SQ. YD/BLOCK); MULCH NETTING (AS PER MANUFACTURER); WOOD CELLULOSE FIBER (750 LBS/ACRE); CHEMICAL TACK (AS PER
MANUFACTURER'S SPECIFICATIONS); USE OF A SERRATED STRAIGHT DISK.
YOU MUST CALL V1YORK STATE
1 BEFORE ANY EXCAVATION
WETTING FOR SMALL AREAS AND ROAD DITCHES MAY BE PERMITTED.
WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
15.
STOCKPILING OF MATERIALS (DIRT, WOOD, CONSTRUCTION MATERIALS, ETC.) MUST REMAIN COVERED AT ALL TIMES TO MINIMIZE ANY DUST PROBLEMS THAT MAY OCCUR WITH ADJACENT
PROPERTIES AND TO PROVIDE MAXIMUM PROTECTION AGAINST EROSION RUNOFF.
1-800-962-7962
www.digsafelynewyork.com
16.
EXISTING CATCH BASIN STRUCTURES SHALL BE PROTECTED UNTIL SUCH TIME AS THEY ARE REMOVED.
ISSUED FOR
17.
THE CONTRACTOR MUST PERFORM DEWATERING (IF REQUIRED), IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN AND PAY FO
THE COSTS ASSOCIATED WITH ANY AND ALL NECESSARY DISCHARGE PERMITS ASSOCIATED WITH SAME.
CONSTRUCTION
18.
THE CONTRACTOR MUST LOCATE CONSTRUCTION WASTE MATERIAL STORAGE AREAS TO MINIMIZE EXPOSURE TO STORMWATER. THE CONTRACTOR MUST IMMEDIATELY PLACE
CONSTRUCTION WASTE IN ON -SITE STORAGE CONTAINERS UNTIL THAT CONSTRUCTION WASTE IS READY FOR
ONAGENCY
THIS DRAWING IS INTENDED FORNTEND D AS
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
OFF -SITE DISPOSAL. THE CONTRACTOR MUST MAINTAIN SPILL PREVENTION
AND RESPONSE EQUIPMENT AND MAKE SAME CONTINUOUSLY AVAILABLE ON -SITE FOR USE BY THE CONTRACTOR'S EMPLOYEES WHO MUST BE PROPERLY TRAINED IN THE APPLICATION
SPILL
DOCUMENT UNLESS INDICATED OTHERWISE.
PREVENTION AND RESPONSE PROCEDURES. OF
PROJECT No.: NY6250046.00-OA
19.
EROSION CONTROL NOTES DURING WINTER CONSTRUCTION
DRAWN BY: SJRCHECKED
BY: CVM
20.
WINTER CONSTRUCTION PERIOD: NOVEMBER 1 THROUGH APRIL 15.
DATE: 6/12/2025CAD
I.D.: P-GIVE-PROP
21.
WINTER EXCAVATION AND EARTHWORK SHALL BE DONE SUCH THAT THE AMOUNT OF AREA OPEN AT ONE TIME IS MINIMIZED TO THE MAXIMUM EXTENT PRACTICABLE AND IN CONFORMANCE
WITH THE STORMWATER POLLUTION PREVENTION PLAN SUCH THAT ADEQUATE PROVISIONS ARE EMPLOYED
PROJECT:
TO CONTROL STORMWATER RUNOFF.
22.
CONTINUATION OF EARTHWORK OPERATION ON ADDITIONAL AREAS SHALL NOT BEGIN UNTIL THE EXPOSED SOIL SURFACE ON THE AREA BEING WORKED HAS BEEN STABILIZED SUCH THAT
NO LARGER AREA OF THE SITE IS WITHOUT EROSION CONTROL PROTECTION AS LISTED IN ITEM 2 ABOVE.
S/TEDE//ELOP/I1ENT
23.
AN AREA SHALL BE CONSIDERED TO HAVE BEEN TEMPORARILY STABILIZED WHEN EXPOSED SURFACES HAVE BEEN EITHER MULCHED WITH STRAW OR STRAW AT A RATE OF 100 LB. PER 1,00
SQUARE FEET (WITH OR WITHOUT SEEDING) OR DORMANT SEEDED, MULCHED AND ADEQUATELY ANCHORED BY AN
AV"N49
APPROVED ANCHORING TECHNIQUE.
24.
FOR AREAS WHERE CONSTRUCTION ACTIVITIES HAVE CEASED FOR A PERIOD EXCEEDING 14 DAYS BETWEEN THE DATES OF NOVEMBER 1 ST AND APRIL 1ST, LOAM OR SEED WILL NOT BE
REQUIRED. THE SLOPES SHALL BE FINE GRADED AND EITHER PROTECTED WITH MULCH OR TEMPORARILY SEEDED.
FOR
IF THE EXPOSED AREA HAS BEEN LOAMED, FINAL GRADED AND IS
SMOOTH, THEN THE AREA MAY BE DORMANT SEEDED AT A RATE OF 200-300% HIGHER THAN SPECIFIED FOR PERMANENT SEED AND THEN MULCHED AS APPLICABLE. SLOPES SHALL
LEFT UNSTABILIZED
NOT BE
OVER THE WINTER OR IN AREAS WHERE WORK HAS CEASED FOR MORE THAN 14 DAYS UNLESS TREATED IN THE ABOVE MANNER. UNTIL SUCH TIME AS WEATHER
CONDITIONS ALLOW DITCHES TO BE FINISHED WITH THE PERMANENT SURFACE TREATMENT, EROSION SHALL
DEMPSEY
BE CONTROLLED BY THE INSTALLATION OF SEDIMENT BARRIERS OR STONE CHECK DAMS IN ACCORDANCE WITH THE STANDARD DETAILS.
DEVELOPMENT
25.
MULCHING REQUIREMENTS:
25.1. BETWEEN THE DATES OF NOVEMBER 1 STAND APRIL 15TH ALL MULCH SHALL BE ANCHORED BY EITHER PEG LINE, MULCH NETTING OR WOOD CELLULOSE FIBER.
25.2. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL DRAINAGE WAYS WITH A SLOPE GREATER THAN
3% FOR SLOPE EXPOSED TO DIRECT WINDS AND FOR ALL OTHER SLOPES
GREATER THAN 8%.
PROPOSED MIXED -USE
25.3. MULCH NETTING SHALL BE USED TO ANCHOR MULCH IN ALL AREAS WITH SLOPES GREATER THAN 15%. AFTER OCTOBER 1ST THE SAME APPLIES FOR ALL SLOPES GREATER THAN 8%.
DEVELOPMENT
26.
ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE STORMWATER PREVENTION PLAN.
33-35 CAROLINE STREET
27.
DURING THE WINTER CONSTRUCTION PERIOD ALL SNOW SHALL BE REMOVED FROM AREAS OF SEEDING AND MULCHING PRIOR
CITY OF SARATOGA
TO PLACEMENT.
CARATOGA
GENERAL ERGS1mvA/VD SED//IIENT CONTROL NOTES
1.
THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR
MUST REFER TO THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE
FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF
THE PLANS' SPECIFIC NOTES.
2.
EROSION CONTROL MEASURES MUST CONFORM TO THE STATE, LOCAL, AND FEDERAL GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY
AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE. INSTALLATION OF EROSION CONTROL, CLEARING AND SITE
NOTES. WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION CONTROL CONSTRUCTION
3.
THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY 0.35 ACRES.
4.
Approved under the authority
THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE:
4.1. STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA
SO THAT
of a resolution adopted
RUNOFF WATER WILL BE RETAINED ON -SITE. MUST BE GRADED
4.2. SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE, TEMPORARY FILL AND SOIL STOCKPILES.
Z by the
4.3. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET
PROTECTION ON INLETS DOWNSLOPE FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA.
Bo f the i f Saratoga Springs. 5.
INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S RECOMMENDATIONS.
6.
THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT DEPOSITS GREATER THAN 6" OR HALF THE OF THE EROSION CONTROL BARRIER'S HEIGHT
COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE ANY SILT FROM
al
DROP INLET PROTECTION.
e f L 7.
p
THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER
THE GROWING SEASON, THE CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME
(date g eed)
IN STRICT ACCORDANCE WITH BEST MANAGEMENT PRACTICES.
8.
THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES, TO PREVENT ANY, INCLUDING THE INCIDENTAL, DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE
SITE.
9,
THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS
OF INSTALLING AND MAINTAINING THE EROSION CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE
SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR ALL SUCH COSTS.
10.
THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION AND THE ESTABLISHMENT OF VEGETATION.
11.
THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF
STABILIZATION.
12.
THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND
STRUCTURES MUST BE INSTALLED WHERE NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS
AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL DISCHARGE OF SILT -LADEN RUNOFF
FROM EXITING THE SITE.
13.
THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS.
14.
THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION.
15.
THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR OFF -SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE
STABILIZATION AND AT END OF PROJECT.
16.
SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL
CONTROL MEASURES.
17.
THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE
STORED.
COUNTY, NEW YORK
SEC: 165.601 BLK: 11 LOTS: 27,28,29
TM
BOHLER//
BOHLER PLANNING, LANDSCAPE ARCHITECTURE,
ENGINEERING AND SURVEYING NY, PLLC
17 COMPUTER DRIVE WEST
ALBANY, NY 12205
Phone: (518) 438-9900
Fax: (518) 438-0900
www.BohlerEngineerinq.com
SHEET TITLE:
EROSIVA(AAW
SEDIAWAFIVT
CONTROL NOTE
AND DETAWL 49
SHEET NUMBER:
C=802
REVISION 9 - 07/14/2026
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FIRE SEP-=.ITION = 0'
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T%VERN.,
GENERAL L/GHT/NG NOTES (REV. 6/2023)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE
CONTRACT DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO
WI
THEM AND FULLY COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR TH AND
ACKNOWLEDGE FAMILIARITY WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY
THE NOTED MANUFACTURER(S). ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES
MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF
EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS.
3. THE LIGHT LOSS FACTORS (LLF) DEPICTED IN THE LUMINAIRE SCHEDULE ON THIS PLAN ARE BASED ON DATA PROVIDED
BY THE MANUFACTURER FOLLOWING IES LM-80-08 TESTING. THE LIGHT LEVELS DEPICTED ON THIS PLAN WERE
CALCULATED BASED ON THE LLF LISTED IN THE LUMINAIRE SCHEDULE.
4. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL
GEOMETRIC PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE VALUES DEPICTED ON THIS
PLAN ARE IN FOOTCANDLES (FC).
5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION
PROPERLY. THIS WORK SHOULD INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND
RE-LAMPING (IF NECESSARY)
RESULT IN IMPROPER T DISTRIBUTION AND FAILURE TDING TO MANUFACTURER O RECOMMENDATIONS. I
O COMPY WITH
LURE TO FOLLOW THE ABOVE
STE STHE APPROVED DESIGN. UPON
COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK, THE ABOVE RESPONSIBILITIES BECOMES SOLELY THE
OWNER'S,
6. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN
APPROXIMATION UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE
MAIITH A LIGHT METER APPROXIMATIONS NCE, EQU EQUIPMENT TOLERANCES, CONSEQUENTLY,D ARE, ONLY. DUE OS FIXTURE
ERANC SWEATHER CONDITIONS, S, ETC,, ACTUAL LIGHT LEVELS MAY DIFFER. N ENAEXISTING
LIGHT LEVELS DEPICTED ON THIS PLAN SHOULD BE CONSIDERED APPROXIMATE.
7. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWER SYSTEM,
CONDUITS, WIRING, VOLTAGES AND OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE ARCHITECT,
MEP AND/OR LIGHTING CONTRACTOR, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE ITEMS
MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. LIGHT POLE BASES ARE THE RESPONSIBILITY
OF THE STRUCTURAL ENGINEER, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONTRACTOR IS
RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE
BUILDING AND ELECTRICAL CODES AND ALL OTHER APPLICABLE RULES, REGULATIONS, LAWS AND STATUTES.
8. CONTRACTOR MUST BRING TO DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ANY LIGHT
LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES.
9. IT IS THE LIGHTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE PROJECT ARCHITECT OR OWNER
REGARDING ANY AND ALL POWER SOURCES). AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT. THESE
ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS.
10. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS
INDICATED ON THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED,
11. THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE
SITE PLAN, INCLUDING BUT NOT LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL
GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND THE LIKE,
12. THE CONTRACTOR MUST VERIFY THAT INSTALLATION OF LIGHTING FIXTURES COMPLIES WITH THE REQUIREMENTS FOR
SEPARATION FROM OVERHEAD ELECTRICAL WIRES PER STATE REGULATIONS.
13. WHEN A BANK ATM IS INCLUDED IN THE PLAN, THE LIGHTING DESIGN REPRESENTS BOHLER'S UNDERSTANDING AND
INTERPRETATION OF THE REGULATORY LIGHTING LEVELS INTENDED BY PUBLISHED STANDARDS.
14. UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL
MAINTENANCE, SERVICING, REPAIR AND INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS AND
RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT AND FUNCTIONING AT ALL TIMES.
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Approved under the authority
of a resolution adopted
by the
o d of of Saratoga Springs.
REFERENCES
1. BASE CAD FILE, DATED MAY 31, 2024,
PREPARED BY THOMPSON-FLEMING LAND
SURVEYORS, P.C.
2, BASE CAD FILE, TITLED'3-13-25 CAROLINE ST
26 UNITS,' PREPARED BY 686 ARCHITECTS.
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REV DATE COMMENT DMWN13Y
CHECKED BY
1 07/23/2025 PER MEP AND ARCH VR
COORDINATION CVM
2 08/26/2025 PER CITY COMMENT JRS
CVM
3 12/16/2025 PER CITY APPROVAL SJR
CVM
4 05/21/2026 TREES AND LIGHT VR
POLES REVISIONS CVM
5 06/02/2026 SAW CUT REVISION VR
CVM
6 06/11/2026 PER CITY COMMENTS VR
CVM
7 06/19/2026 PER CITY COMMENTS VR
CVM
8 06/26/2026 PER CITY COMMENTS SJR
CVM
9 07/14/2026 PER CITY COMMENTS VR
CVM
Know what's below.
Call before you dig.
NEW YORK STATE
YOU MUST CALL 811 BEFORE ANY EXCAVATION
WHETHER ITS ON PRIVATE OR PUBLIC LAND.
1-800-962-7962
www, digsafelynewyork. com
ISSUED FOR
CONSTRUCTION
THIS DRAWING IS INTENDED FOR MUNICIPAL ANDIOR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: NYB250046.00-OA
DRAWN BY: SJR
CHECKED BY: CVM
DATE: 6/12/2025
CAD I.D.: P-CIVL-LLGT
PROJECT:
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TREATMENT VARIES. REFER TO
SITE AND/OR LANDSCAPE PLAN.
1"
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FINISH GRADE
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SEE NOTE #8 /� w
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SEE NOTE #9 -'
m�
NOTES:
1. CURB SHALL CONSIST OF 4,000 PSI AIR ENTRAINED CONCRETE, EXPOSED EDGES TO HAVE
RUBBED FINISH, AND SURFACE SHALL BE TREATED WITH A CONCRETE PENETRANT/SEALER.
2. THE ENDS OF CURB SECTIONS SHALL BE CHAMFERED 1/4 INCH.
3. THE CORNERS OF CURB SECTIONS SHALL MATCH THE ADJACENT CURB IN SIZE, COLOR AND
FINISH.
4. CURBS, CURB CORNERS OR EDGING SHALL BE FITTED TOGETHER AS CLOSELY AS POSSIBLE.
5. EXPANSION JOINTS SHALL BE INSTALLED AT A MAXIMUM OF TWENTY FEET (20') ON CENTER
USING PREFORMED EXPANSION JOINT FILLER HAVING A THICKNESS OF z INCH.
6. PAVEMENT SECTION DEPTHS, MATERIAL, AND SPECIFICATIONS PER PAVEMENT SECTION DETAIL.
7. STRAIGHT CURB SECTIONS CAN BE USED FOR RADII 26 OR GREATER. OTHERWISE, CURVED CURB
LENGTHS SHALL BE INSTALLED AT THE SPECIFIED RADIUS PER THE SITE PLAN.
8. PROVIDE2' INCH EXPANSION JOINT USING PREFORMED EXPANSION JOINT FILLER WHERE
ABUTTING CONCRETE SIDEWALK.
9. STONE MATERIAL SHALL BE CONSISTENT WITH THE CRUSHED STONE BASE COURSE REQUIRED
FOR THE PAVEMENT SECTION, OR APPROVED EQUIVALENT.
PRECAST
CONCRETE CURB
NOT TO SCALE (NE-S020201 - 02/2025)
PAVED SURFACE/ ONC. C PAD
'CURB
I3'TAPERI BREAK 3'TAPER
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T TAPER
ELEVATION
CURB BR"K
NOT TO SCALE
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2" DEPTH TYPICAL
NOTES: 1/
(SEE SITE PLAN) CONTROL JOINTS CONCRETE VARIES. SEE PLAN
1. ANY EXCAVATION BELOW DESIRED GRADE DUE SIDEWALK TOP OF
1.5" RADIUS TO OVER EXCAVATION OR WET SOIL PLAN CURB FOR LOCATIONS.
% CONDITIONS SHALL BE BACKFILLED WITH 24" TYR, 12" MIN. VARIES. SEE PLAN.
1.5% 12% MAX.) SLOPE (TYP.) N ADDITIONAL GRAVEL BASE 4' MIN (SEE SITE PLAN) SEE PLAN
SEE 2. DUMMY JOINTS (FORMED) SHALL BE INSTALLED iv
J
MIDWAY BETWEEN
w -
PAVEMENT EXPANSION JOINTS.
i DETAIL 3. THE 6" CURB REVEAL IS TYPICAL. CONTRACTOR X -- X X - X X X X - X X- X X w la-
_-- ^. -- ^-- X -- /� -- Ix -- X - -X - TO REVIEW GRADING PLAN CID FOR AREAS WHERE w m N
REVEAL IS TO BE MODIFIED.
4. PROVIDE CONTROL JOINTS F-O" O.C. MIN. &
U
EXPANSION JOINTS SHALL BE RECESSED,"
�,y'r '� ��� � /�=.�^ ,s�,. �, � r i_� a i .r'��-i-w �,? f'�t�y._.r•7 i }, 9`' "1 --�k .: Hr' - i\ _' .' ":.
. ry_ .�_I„-, -, .. .._, ,. ;_,-,>_ ._,,,_., ��, k. , , . ,,-.,_.� �,�v; ,•; � �.ti _ FROM THE FRONT FACE AND TOP OF THE CURB. 6" COMPACTED STONE BASE
REFER TO SIDEWALK CONSTRUCTION JOINT COMPACTED SUBGRADE 4" THICK CONCRETE,
X \ DETAILS. 4,500 PSI, AIR ENTRAINED,
� 5. PREFORMED EXPANSION JOINT FILLER SHALL BE 6x6 - w2.9 x w2.9 W.W.F.
i I PLACED ADJACENT TO AND AROUND EXISTING NOTE: CURB FLUSH WITH
-
\ STRUCTURES. 1. CROSS SLOPE 1/4" PER FOOT PITCHED TOWARD ROADWAY, DRIVEWAY, OR PARKING AREA IN NON ROADWAY SURFACE
\ s
IE
R
ACCESSIBLE ROUTES. A
6. MIN CROSS SLOPE 1/4" PER FOOT PITCHED SLOPE V
rr AWAY FROM BUILDING. 2. FOR ACCESSIBLE ROUTES THE CROSS SLOPE, LONGITUDINAL (RUNNING) SLOPE AND WIDTH gEE PLAM
COMPACTED GRAVEL BASE
7. PROVIDE 1/2" 5 a PREMOLDED BITUMINOUS SHALL COMPLY WITH FEDERAL, LOCAL AND STATE ACCESSIBILITY REQUIREMENTS. REFER TO PAVEMENT
7 _ EXPANSION JOINT AT INTERFACE WITH GENERAL NOTES SHEET FOR ADDITIONAL ADA INSTRUCTIONS.
' z 3. PROVIDE CONTROL JOINTS 5-0" O.C. MIN. & EXPANSION JOINTS 20'-0" O.C. MIN. REFER TO COMPACTED SUBGRADE 6' X 6" W2.9 X W2.9" W.W.F. � � pv �'�„ ,� TACK COAT '
BUILDING. REFER TO ARCH PLANS AT DOOR SLOPE TO MATCH
MATERIAL LOCATIONS. SIDEWALK CONSTRUCTION JOINT DETAILS. RAMP OR
4,500 PSI AIR ENTRAINED CONC. 4. PREFORMED EXPANSION JOINT FILLER SHALL BE PLACED ADJACENT TO AND AROUND EXISTING LANDING/TURNING
@ 28 DAYS (BROOM FINISH) STRUCTURES. SPACE SLOPE5. MIN CROSS SLOPE 1/4" PER FOOT PITCHED AWAY FROM BUILDING UNLESS OTHERWISE
SPECIFIED ON THE DRAWING.
6. PROVIDE 1/2" PREMOLDED BITUMINOUS EXPANSION JOINT AT INTERFACE WITH BUILDING. REFER SEE CURB DETAIL
TO ARCH PLANS AT DOOR LOCATIONS.
/l10/1/O MWC CURBA/VD S/AVASWALK
01 /2025) 1 NOT TO SCALE
SEE NOTES #1 AND #2 BITUMINOUS CONC WEARING
6" OF PAVEMENT COMPRISED OF:
CO COURSE
U
I BIT "
3 CLASS OMINOUS CONCRETE BASE COURSE
BITUMINOUS CONC BINDER
3" CLASS I BITUMINOUS CONCRETE TOP COURSE
(PLACED IN TWO 1.5" COURSES)
COURSE
EXISTING BITUMINOUS EXISTING BITUMINOUS
SUB -BASE COURSE
CONCRETE AND BASE CONCRETE AND BASE
V MILL NEW EXIST.
BITUMINOUS CONC TOP COURSE
TAPPING
VALVE &BOX
'
(LIGHT DUTY=1") (HEAVY DUTY=1.5")
GATE VALVE &BOX (SEE DETAIL)
6" GRAVEL BASE
BITUMINOUS CONC BINDER COURSE
MATCH
(LIGHT DUTY=2") (HEAVY DUTY=2.5")
EXISTING
TACK COAT VERTICAL SAWCUT & TACK COAT VERTICAL GRADE
CONCRETE -,
GRAVEL BORROW SUB -BASE COURSE
SURFACE AND SEAL JOINT SURFACE AND SEAL JOINT AFTER
THRUST BLOCK
(LIGHT DUTY=12") (HEAVY DUTY=12")
AFTER INSTALLATION OF NEW INSTALLATION OF NEW PAVEMENT (1"
TAPPING SLEEVE
PAVEMENT (1" MIN OVERLAY) MINIMUM OVERLAY)
EXISTING
NOTES:
WATER MAIN
1. IF THE WEARING COURSE IS BEING PLACED MORE THAN 48 HOURS AFTER THE BINDER
UNDISTURBED
COURSE, A TACK COAT CONFORMING TO THE STATE DEPARTMENT OF
MATERIAL
TRANSPORTATION SHALL BE USED TO ENSURE PROPER ADHESION.
NOTES:
2. SWEEP BINDER COURSE CLEAN OF ALL DEBRIS PRIOR TO PLACING TACK COAT AND
1. DETAIL FOR GENERAL PURPOSES.
ASPHALT.
GC TO COORDINATE CONNECTION
3. REFER TO GEOTECHNICAL REPORT FOR PAVEMENT SPECIFICATIONS AND ALL
WITH UTILITY COMPANY.
INSTALLATION REQUIREMENTS INCLUDING (BUT NOT LIMITED TO) COMPACTION AND
NEED FOR GEOTECHNICAL FABRIC (IF REQUIRED). IF THERE ARE ANY DISCREPANCIES
NOTES:
BETWEEN THIS DETAIL AND THE GEOTECH REPORT, THE GEOTECH REPORT SHALL
1. FOR WORK WITHIN THE RIGHT-OF-WAY, PAVEMENT BASE AND
GOVERN.
SUBBASE COURSE SHALL CONFORM TO ALL STATE DOT HIGHWAY
4. IN THE ABSENCE OF A GEOTECHNICAL REPORT THE PAVEMENT COURSES SHALL
DIVISION SPECIFICATIONS
CONFORM TO STATE DOT SPECIFICATIONS.
PA► ,ElfENT
ROADWAY
TAPP//VG SLEEME
SECT/ON
PATCH//VG
AND GATE //AL 1/E
NOT TO SCALE (NE-SO10101 - 04/2025)
NOT TO SCALE (NE-SO40104 - 0912023)
NOT TO SCALE (NE-U030401 - 11/2024)
SEWER PIPE
45° ELBOWS
METAL CLEANOUT BOX
(NEENAH R-7506 OR
EQUIV.)
ALTERNATE "A"
NOTE.
1. CLEANOUT(S) LOCATED IN TRAFFIC AREAS SHALL BE
PROVIDED WITH TRAFFIC BEARING FRAME AND COVER.
2. IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE
"B" IS FOR USE WITH BUILDING EXTENSION/CONNECTION.
CONCRETE RIM
CLEANOUT/ END PLUG
CLEANOUT
PER SCOHS
NOT TO SCALE
AACTAI r'I CAKInf T oQX
ALTERNATE "B"
NOTES:
FILL THE TREE PIT WITH WATER AND ALLOW IT TO COMPLETELY
PERCOLATE BEFORE PLANTING OR BACKFIL.LING
REMOVE ALL CONSTRUCTION DEBRIS, ROCKS AND LARGE STICKS
BEFORE AND DURING BACKFILLING
BACKFILL WITH THE SOIL THAT WAS REMOVED (UNLESS PLANTING
IN HEAVY CLAY OR USING STRUCTURAL SOILS)
BACKFILL WILL OCCUR IN 4'-6" LIFTS WATERING BEFORE
ADDITIONAL FILL IS ADDED
REFER TO THE URBAN & COMMUNITY FOREST MASTER
PLAN FOR THE 0.9.H (DIAMETER AT BREAST HEIGHT)
AND THE TREE SPECIES.
ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE
REMOVE TREE WRAP IF ANY FOLLOWING INFORMATION, TO BE APPROVED BY THE
EXISTS DO NOT ADD TREE WRAP CITY OF SARATOGA SPRINGS:
AR80RTiE BOTANICAL NAME HEIGHT OR
COMMON IA
ROOT CROWN SHOULD ALWAYS TOTAL QUANTITY SPACING
REMAIN EXPOSED
MULCH 3" MAX STAKES 2"-•2 1/2' DIA. OR SQ. 8' LONG
FINISH GRADE USE 3 STAKES FOR OVER 2" CAL.
f 2 'STAKES- 2" CAL. & UNDER
REMOVE ALL SYNTHETIC, STRING, BURLAP, AND OTHER
MAN-MADE MATERIAL FROM THE ROOT BALL. THE WIRE
BASKET SHOULD BE FOLDED DOWN SEVERAL INCHES AS
LONG AS THIS DOES NOT DAMAGE THE ROOT BALL.
THE TREE PIT WILL BE DUG TO 3X THE DIAMETER OF THE
R OT- L WHERE PRACTICAL MIN X THE
ROOT -BALL DIAMETER.
00
UNDISTURBED SUBGRADE R
TREE PLANTING DETAIL
N.T,S.
REVISES DATE CITY OF SARATOGA: SPRINGS, NEW YORK WG No
MJZ 3/20
STANDARD CONSTRUCTION DETAIL Try' Planting L-1
E RIM
END PLUG
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60'
TREE GRATE, ADA
TREE GRATE BY IRONSMITH,
OR APPROVED EQUAL
26" TREE OPENING
BLACK POWDER COAT
NOTE
VT MAXIMUM SLOT OPENING FOR A.D.A.
JOMPLIANCE AND PEDESTRIAN SAFETY.
\ 1Y2' X V X 118" THICK GRINDING PADS FOR
LEVELING - TYP. 4 OR MORE PLACES.
TREE GRATEOEM IL
-U020202 - 07/2023) NOT TO SCALE
TOP COURSE N` SDOIT ITEM 402.03342- 9,SF3 H.M.A., 80 SERIES COMPACT"
rw TACK COAT - NYWOT ITEM 407,0102 DILUTED TACK CIOAT
SINDER COURSE .- NYSDGT 402"1954012-19F'9 BINDER COURSE HA -A., $O SERIES COUPACTWN
1071
PG NNGER (LINT, ASPHALT) GRADE 94AA,I i BE P'G- 64"-22
COMPACTED GRAVEL -
NYSD;OT IT
2 (SECT I4)
COMPACIM TO 95% 5T,AN[iA RD PROCTOR.
C ` PAVEMENT TOP BINDER GRAVEL ESAL
r ' TYPE COURSE COURSE COURSE LEVEL
7�11EKBGRADE - COMPACTED TO 90% rtO,3
PARKING
STANDARD PROCTOR LOT TI-10" MILLiOli
5 r y STANDAIR) t -7 j+' 1 Zg ,tam
RaiWAY
MILUON
HEAVILY
TRAVTI / <30
TTNJCK 2" ° 4" IV MILLION
LOADING
NOTES, SEE NOTE 2
1. PA'v MENT SECTION$ SPECIFIED ARE Tif"CAL FOR STREET, DRIVEWAY AND PAWING LOT CONSTROCTION WHERE TRAFFIC. V014S AND
LOANNGS ARE NOT EXCTS&W, BAD CIN ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY RE'IOUIRE STRUCTURAL PAVEMENT
SECTION TO BE INCREASED- TO CARRY DESIGN LOADING,
2- BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT SETWEEINIL
3. THE CITY ENGINEER MAY REGUIRE COMPACT" TESTING ANI CORE SAMPLES TO VERIFY PAVEMENT TH NEaSES. ALL TESTING SMdAL1
OF AS ORDERED BY THE OTY ENGINEER Ate, SHALL BE PAID FOR BY THE TRACTce-
4, NIOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRtaOR TO COMMENCING PAW40 IO iTAT@@NS..
ASPHALT PAVEMENT
N.T.S.
PP OVE SPRINGS NEW YOR _-
4/'10,�.�t}13 CITY OF SARATOGA STA,t�€I�ARCr DETAIL
DATE -Asphalt Pavement SS_
fly MRE//VFORCEMEAM,1
1 - 01/2025) NOT TO SCALE (B
SAWCUT LINE - SEE DETAIL SS-6
SEE PAVEMENT SECTION DETAIL SS-5- E
TRENCH WALLS LAID BACK PER OSHA REO'MTS
OR SH€ETNG A:O.B.E=
ORIGINAL ASPHALT 12'
WEARING COURSE(S) IN PVMT IN TURF
PAVEMENT _. BASE COURSE V '
4' TOPSOIL, FERTILIZE, LIME, SEED AND MULCH
$TRUCTURAL ((SEE NOTE 3}} �'
BORROW. WELL GRADED INORGANIC
SECTION SUBBASE GOGRSE ..
k0i. _. SEE NO 4 12'
B E ( TE ) �
GRANULAR SOILS AND/OR ROCK
.
MAX. 1-1/2" SIZE. NOT MORE THAN
s
20% BY WEIGHT PASSING #200
ORIGINAL SUBBASE COURSE s°
SIEVE.OR NATIVE MATERIAL, A.0.8.E.
."
(USE VIBRATORY COMPACTOR WITH 12" LIFTS)
f
PIPE ZONE BACKFILL - GRADATION SHALL BE:
"WELL
OUTSIZE CROWN h
GRADED SAND WITH 3/4" MAX„ PARTICLE
�-•,
SIZE AND NOT MORE THAN 10% PASSING J200
PIPE SPRINGLINE - °"
SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS)
PIPE ZONE BEDDING - FOUNDATION STONE
BOTTOM O.G.
TO CONFORM TO N.Y.S. DOT. STANDARD
SPEC, 703-02 COARSE AGGREGATE
(SEE NOTE 2)
I.D. + S MAX.
UNDISTURBED SUBGRADE OR
EXTRA FOUNDATION STONE A.O.B.E,
NOTES:
1. STREET OPENING PERMIT IS REQUIRED
3. BASE COURSE FOR PAVEMENT-. CONFORM TO N.Y.S.
DOT STD, 703-02 WITH FOLLOWING MODIFICATIONS:
2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC, 703-02
2-1/2" SIEVE - PASS 100% BY WEIGHT
SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-10OX PASSING
1-3d4" 51EVE - PASS 95-100% BY WEIGHT
1/2" SIEVE, 0-15 PASSING 1/4" SIEVE
3/4 SIEVE - PASS 60-75%
1/4" SIEVE - PASS 25-45%
OR
#40 SIEVE - PASS 10-=25%
SIZE DETERMINATION #2: IQOX PASSING 1--1/2" SIEVE, 90--100% PASSING
#100 SIEVE - PASS 3-12%
1" SIEVE, 0-15% PASSING 1/2' SIEVE.
4. SUBBASE COURSE FOR PAVEMENT. CONFORM TO
GRADATION%SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED: ON
N.Y,S, DOT SM..304. TYPE 2.
FIELD CONDITIONS.
PIPE TRENCH - SECTI0
N,T.S,
APPROVED:
CITY OF SARATOGA SPRINGS, NEW YORK
DWG No
11°13/2014
PILMIN4 0A ��-
STANDARD DETAIL
Pipe Trench
SS-15A
TAPER CURB
(AS NECESSARY)
ASPHALT DRIVEWAY --m-`
EXPANSION JOINT (TYP)
FULL DEPTH OF CONCRETE
CONCRETE SIDEWALK & APRON
TYPE 1 AT NON -VEHICLE TRAFFIC AREAS
TYPE 2 AT VEHICLE TRAFFIC AREAS
(SEE DETAIL SS-8)
TURF
;� �,e
16 6" CONCRETE CURB
TRANSITION CURB BOTH SIDES
EVEAL (MAX.)
1 1p /, +r . ,�• y � � ter- STREET
� Yrr
WARPED PAVEMENT AREA
(TYP. BOTH SIDES)
DROP CURB AT COMMERCIAL DRIVEWAY
N.T.S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK Wo N
1/13f 2010 STANDARD DETAIL
PLANNING ROARD DATE Type 2 Driveway (Commercial SS_1
-01
FLARE
A
NOTES:
1. REFER TO THE "ACCESSIBILITY
NOTES" WITHIN THE PLAN SET.
ADA FLUSH CURB
NOT TO SCALE
�,.. ALL VVENSION' IN mm ILINI OTHERVI RIOTED (NERAL NOTES
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er s „
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as If
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[�'fCTA�.E. w AT I'.i,VdDS Dt1ECTAaIE OAK AT RAID
DETECTABLE TEXTURE WARNING DETAILS N.,T,S,
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK W� No
1 /13 f 010 STANDARD DETAIL
DETECTABLE TEXTURE WARNING DETAILS S� 1 i
BASED ON NYSDOT STANDARD SHEET M60B-SR2
r the authority
theic r
Based
Yr '
►''
immelation
HIGH Density Insulzitim
TYPICAL RADIANT
HEAT IN
SIDEWALK
SLAB -ON -GRADE
4 APPLICATION
PEDESTRIANW41RAL DES" CRITERIA IFOR CONSMUCTIl RADIANT 14EAT IN SIDEWALKS *111I SARATOGA SPRINGS RIGHT OF W*M-
1) LAYOUT AND DESIGN IS THE RESPONISIBIUTY OF THE PROMTY 0*4M TUISING SHALL BE LOCATED TO AVOID ICE FORMATION
F"M MELTING SNOW ON ALL
2.) PROPIERTY OMER IS RESPONSIBLE FOR INSTALLAITION, MAINTENANCE AND REPAIR Of RADIANT HEATING SYSTEM.
3) PROPERTY OWCR. SMALL PROVIDE PLANS FOR "W BY THE CITY Dl AND DPW PRIOR TO INSTALLATION, nNAL DESIGN SMALL
PROVIDECLEAR ZONE FOR FUTURE TRAFFIC SfCN:IO
;CITY OF SARATOGA SPRINGS,
I/La/2010 STANDARD DETAIL
Heated Concrete Walk
HEAVY DUTY FRAME
AND GRATE -
CJAMPSEL;L NO. 281Oe "I f1rt
T APPROVED
EQUAL
WYC -SAFE)
CONCRETE. COVER
PRECAST TO FIT
GRATE
#4 OAR 0 6- O.C.
EACH WAY WITH
FRAME TO BE MORT
TO TOP OF CATCH I
STORM SEW" PIPE
TO ''BE MORTARED
IN PLACE
T *12' Mi SUMP REQUIRED
A -A' B-'
�+ ON UNDISTURBED SUBGRADE OR ACIDMONAL
A' FOUNDATION STONE &Oa.L
SECTIONS N.T.Q.
r CONCRETE - 4000 PSI @ 28 DAYS
t, MIN. REINFORCMENT - 6x6 - 1 / 1 Q WWM
ALL FOUR SIDES AND BOTTOM
NOTES (CONFORM TO ASTM STD. A-61
1.) SHOP DRAWING REQUIRED TO BE SUBMITTED TO AND APPROVER BY THE CITY ENGINEER,
2. ALL CATCH 8A51NS TO BE PLACED IN ANT TRAFFIC AREAS SHALL MEET N,T„&MO.T
14IGHWAY WAD H-20,
PRECAST CONCRETE CATCH BASIN
N.T.S.
APPROVED, 1,i'13f 2t31t1 CITY OF SARATOGA SPRINGS, NEW YORK
WIC I
PEIMRI'Na- A - STANDARD DETAIL Catch Basin ST-4
TAPPING
EXtSTM SEWER MAIN. ADAPTW FITTING IF REID END CAP FCR, FUTURE r-PROPERTY UW_ kaW, OR
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AL
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PAOPERTY
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. BODING
SANITARY SEWER S E SERVICE - SECTION
NOTES: N, T.S.
1.) THE BUILDING SlEillER FROM THE BUILDING TO THE SFWER MAIN IS THE OWNERS RESPON;SMILITY,
2.) ECONNEC71ON TO PUBLIC SANITARY SEWER IS REQUIRED WHEN AVAILABLE PER CITY CODE SECTION 231-14.
3.) A STREET OPENING PERMIT IS REWIRED FROM THE DEPT. OF PUBLIC WORKS PRIOR TO ANY WORK #4 THE PUBLIC RIGHT-OF-WAY.
4.) ANY PART Of THE BUILDING WITHIN 10 FEET OF WATER SERVICE PIPE SHALL BE CONSTRUCTED OF WATERTIGHT JOINTS.
APPROVED CITY OF SARATOGA SPRINGS, NEW YORK D*G N
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PLANNING Ht��tO DATESanitary Sewer ervi A_31
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REVISZOMS
REV DATE COMMENT DRAWN BY
CHECKED BY
1 07/23/2025 PER MEP AND ARCH VR
COORDINATION CVM
2 08/26/2025 PER CITY COMMENT JRS
CVM
3 12/16/2025 PER CITY APPROVAL SJR
CVM
4 05/21/2026 TREES AND LIGHT VR
POLES REVISIONS CVM
5 06/02/2026 SAW CUT REVISION VR
CVM
6 06/11/2026 PER CITY COMMENTS VR
CVM
7 06/19/2026 PER CITY COMMENTS VR
CVM
8 06/26/2026 PER CITY COMMENTS SJR
CVM
9 07/14/2026 PER CITY COMMENTS VR
CVM
1�
Know what's below.
Call before you dig.
NEW YORK STATE
YOU MUST CALL 811 BEFORE ANY EXCAVATION
WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
1-800-962-7962
www.digsafelynewyork.com
ISSUED FOR
CONSTRUCTION
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
DOCUMENT UNLESS INDICATED OTHERWISE.
PROJECT No.: NYB250046.00-OA-DETAIL
DRAWN BY: SJR
CHECKED BY: CVM
DATE: 6/12/2025
CAD I.D.: P-CIVL-PROP
PROJECT:
S/TEDEVEL0)7AWENT
Jv"IvS
FOR
DEMPSEY
DEVELOPMENT
PROPOSED MIXED -USE
DEVELOPMENT
33-35 CAROLINE STREET
CITY OF SARATOGA
SARATOGA COUNTY, NEW YORK
SEC: 165.601 BLK: 1 I LOTS: 27,28,29
TM
B 0 H L E R Al
BOHLER PLANNING, LANDSCAPE ARCHITECTURE,
ENGINEERING AND SURVEYING NY, PLLC
17 COMPUTER DRIVE WEST
ALBANY, NY 12205
Phone: (518) 438-9900
Fax: (518) 438-0900
www.BohlerEngineenng.com
r
SHEET TITLE:
DET .4/L S
SHEET NUMBER:
CM901
REVISION 9 - 07/14/2026