HomeMy WebLinkAbout20230524 12 Ballston Chipotle Site Plan Plans 2023 10 18Sheet Title:Sheet #:
Project:
COVER
SHEET 0.00
Rev. #:Date Description
ENGINEERING
PROPOSED
12 BALLSTON AVENUE
SARATOGA SPRINGS, NEW YORK
COLLABDEV 2 LLC
529 MAIN STREET, BOSTON, MA 02129
501 MAIN STREET, MONROE, CONNECTICUT 06468
USGS MAP LOCATION MAP
11 VANDERBILT AVENUE, NORWOOD, MASSACHUSETTS 02062
PREPARED FOR:
PREPARED BY:
PROPOSED CHIPOTLE
12 BALLSTON AVENUE (M-B-L: 165.83-1-3)
SARATOGA SPRINGS, NEW YORK
OWNER: SARATOGA PRIME PROPERTIES LLC / 215 BALLARD ROAD,
WILTON NY 12831
APPLICANT: COLLABDEV 2 LLC / 529 MAIN STREET,
BOSTON, MA 02129
142 GRAND AVENUE, SARATOGA SPRINGS, NEW YORK 12866
40 LONG ALLEY SARATOGA SPRINGS, NEW YORK 12866
SCALE: 1" = 500'SCALE: 1" = 500'
PROJECT SITE
SHEET #
0.00
1 OF 1
2.11
2.21
2.31
2.41
2.51
2.61
2.62
2.71
3.01
3.02
3.03
3.04
DRAWING LIST
SHEET NAME
COVER SHEET
EXISTING CONDITIONS
SITE LAYOUT PLAN
GRADING & DRAINAGE PLAN
SOIL EROSION & SEDIMENT CONTROL PLAN
SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS
UTILITY PLAN
PLANTING PLAN
PLANTING DETAILS
LIGHTING PLAN
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
PLAN DATE
06/09/23
10/31/22
06/09/23
06/09/23
06/09/23
06/21/13
06/09/23
06/09/23
06/09/23
06/09/23
06/09/23
06/09/23
06/09/23
10/16/23
LATEST REVISION
10/16/23
N/A
10/16/23
10/16/23
10/16/23
10/16/23
10/16/23
10/16/23
N/A
10/16/23
10/16/23
10/16/23
10/16/23
N/A
SURVEYOR OF RECORD
VAN DUSEN & STEVES LAND SURVEYORS
169 HAVILAND ROAD
QUEENSBURY, NEW YORK 12804
(518) 792-8474
ENGINEER OF RECORD
KEVIN SOLLI, P.E., CPESC, LEED AP BD+C
LICENSE NO. 092156
SOLLI ENGINEERING, LLC
501 MAIN STREET
MONROE, CONNECTICUT 06468
(203) 880-5455
APPLICANT
PROPERTY INFORMATION
ADDRESS: 12 BALLSTON AVENUE, SARATOGA SPRINGS, NY
MAP-BLOCK-LOT: 165.83-1-3
ZONE: NEIGHBORHOOD CENTER (T-5)
LANDSCAPE ARCHITECT
DAVID R. CARR, JR., R.L.A., A.S.L.A.,
THE LA GROUP LANDSCAPE ARCHITECTURE & ENGINEERING
40 LONG ALLEY
SARATOGA SPRINGS, NEW YORK 12866
(518) 587-8100
COLLABDEV 2 LLC
529 MAIN STREET
BOSTON, MA 02129
(781) 690-0275
ARCHITECT
JONATHAN HAYNES
PHINNEY DESIGN GROUP
142 GRAND AVENUE
SARATOGA SPRINGS, NEW YORK 12866
(518) 587-7120
OWNER
SARATOGA PRIME PROPERTIES, LLC
215 BALLARD ROAD
GANSEVOORT, NEW YORK 12831
CIVIL DRAWINGS
SHEET #
A1-1
A2
A3
A4
A5
SHEET NAME
FLOOR PLAN
ELEVATIONS
ELEVATIONS
BALLSTON AVE EXISTING
BALLSTON AVE PROPOSED
PLAN DATE
04/25/23
04/26/23
04/26/23
04/26/23
04/26/23
LATEST REVISION
N/A
N/A
N/A
N/A
N/A
ARCHITECTURAL DRAWINGS
PROJECT SITE
CIRF
CIRF
WV
WV
WV
WV
WV
G
G
FF=32
1
.
2
2
'
FF=32
0
.
7
2
'One Story Wood Frame BuildingGas Met
e
r
Electric
M
e
t
e
r EnclosureA/C
G
Traffic
Si
g
n
al
B
o
x
Traffic
Si
g
n
al
B
o
x
2" Cra
b
a
p
pl
e
2" Cra
b
a
p
pl
e
2" Crabapple
Sign-T
r
u
c
k
s
No Rig
h
t
T
u
r
n
LP
CB
CB
CB
Orange Paint Lines (Faded)Traffic Signal BoxYellow P
a
i
n
t
L
i
n
e
Orange Paint LinesLP
LP
LP
Concrete
Si
de
walk
Sign-Traffic Lights AheadBrick Planter
Brick PlanterBrick PlanterBrick Planter
Concrete SidewalkAsphaltOrange
P
ai
n
t
Li
n
e
s
Util Access Cover
Rim=316.58'Util Access Cover
Rim=316.71'
Access Cover
Rim=316.40'
Catch Basin
Rim=315.75'Crosswalk Signal Pole
Crosswalk Signal Pole
Crosswalk Signal Pole
Crosswalk Signal Pole
Traffic Signal Pole
U.P. NM7
U.P. NM8
U.P. NM6SSAC
Blue Paint L
i
n
e
2" Cedar (4 Tr
e
e
s
)
4" Elm Clump
4" Elm Clump
Crosswalk
Signal Pole
D
W
S
Bollards
Concrete SidewalkConcrete Wheel
Stop (Typ.)
Orang
e
P
ai
n
t
Li
n
e
Util Access CoverRim=316.97'Hydrant
BM Bolt @ Arrow=318.45'
Tr
a
f
f
i
c
L
i
g
h
t
s
320320320320
315
3
1
5
31
6
317
318
318
317
316
319
318316
317
318
319 3183173173
1
8
Asphalt Parking
U.P. NM5
Area
13959.8 Sq. Feet
0.32 Acres
Deed References
Karl Wolf and Wolf Hi-Roc Lanes, Inc.
To
Saratoga 16, LLC
Dated: June 05, 2006
Recorded on: June 08, 2006
B:1759 P:260
12 Ballston Avenue, LLC
To
The City of Saratoga Springs
Dated: September 18, 2014
Recorded on: October 07, 2014
Instrument No. 2014029210
12 Ballston Avenue, LLC
To
Saratoga Prime Properties, LLC
Dated: March 20, 2015
Recorded on: March 20, 2015
Instrument No. 2015007841
Map Reference
Map of a survey of lands of
Carmen & Josephine Palma
Dated: March 13, 1969
By: John B. Van Dusen
Legend
CIRF = Capped Iron Rod Found
U.P. = Utility Pole
= Overhead Utility Wire
= Water Valve
= Gas Valve
CB = Catch Basin
SSAC = Sanitary Sewer Access Cover
= Traffic Control Box
LP = Light Pole
G
WV1
(103.93'1
(
64.60
'
1
(
76.4
1
'40.95'6
:78.90'6
:174.73'
6
:
LP
StepPorch
Wood Fen
c
e
LP
Roof O
v
e
r
h
a
n
g
Roof O
v
e
r
h
a
n
g Porch
Rim=316.77'
8" PVC IN Inv.=312.38'
6" PVC IN Inv.=311.79'
8" PVC OUT Inv.=311.41'MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS"ONLY COPIES FROM THE ORIGINAL OF THIS SURVEYAGENCY AND LENDING INSTITUTION LISTED HEREON, ANDON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTALTO THE PERSON FOR WHOM THE SURVEY IS PREPARED, ANDLAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLYBY THE NEW YORK STATE ASSOCIATION OF PROFESSIONALEXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTEDTHIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE "CERTIFICATIONS INDICATED HEREON SIGNIFY THATSEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES."VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THEMAP BEARING A LICENSED LAND SURVEYORS SEAL IS A "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEYNEW YORK STATE EDUCATION LAW."TO THE ASSIGNEES OF THE LENDING INSTITUTION."Scale 1"=20'
Date: XXX
SHEET 1 OF 1
DWG. NO. 22-239MagneticSOLLI ENGINEERING
165.83-1-3 165.83-1-3D3062
6.)
3.)
4.)
PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD.2.)
NOTES:
1.)
7.)
5.)
THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF
TITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO
ANY STATEMENT OF FACTS SHOWN THEREON.
THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN
ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE
NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
7+,60$3,6&23<5,*+79$1'86(1 67(9(6/$1'
SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS
DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW
YORK STATE EDUCATION LAW.
DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE
NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF
INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED
TO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES.
CONTOURS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD88).
THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE OR
INTEREST THE CITY OF SARATOGA SPRINGS, THE COUNTY OF SARATOGA, AND
THE PEOPLE OF THE STATE OF NEW YORK MAY HAVE TO MAINTAIN THE ROADS,
AND TO WHATEVER RIGHTS, TITLE OR INTEREST THE TRAVELING PUBLIC MAY
HAVE TO THE BED OF THE ROADS.
8.)OFFSETS BETWEEN PROPERTY LINES AND STRUCTURES SHOWN HEREON
ARE TO ROOF OVERHANGS UNLESS OTHERWISE NOTED.
CIRF
CIRF
WV
WV
TR
TR
G
2" Craba
p
p
l
e
2" Craba
p
p
l
e
2" Crabapple
Area
13959.8 Sq. Feet
0.32 Acres
Lands N/F of
Saratoga 16 LLC
B:1759 P:260
165.83-1-42
3
PROPOSED
2,344± SF
31'32'
74'
FFE = 319.00
7
11
2
BALLST
O
N
A
V
E
N
U
E
HAMILTON STREET244.9'
85.0'
BUILD-OUT
PERCENTAGE
= 85 FT /
244.9 FT =
34.7%119.8'27.6'BUILD-OUT
PERCENTAGE
= 27.6 FT /
119.8 FT =
23.0%
CIRF
CIRF
TR
TR
G G
2" Crab
a
p
pl
e
2" Crab
a
p
pl
e
2" Crabapple
Area
13959.8 Sq. Fe
e
t
0.32 Acres
Lands N/F of
Saratoga 16 LL
C
B:1759 P:260
165.83-1-4231'A
B
PROTECT & MAINTAIN
EXISTING DUMPSTER
LOCATION
PROPOSED PATIO
AREA
12' BUILD-TO LINE (TYP.)
PROPOSED 5'
CONCRETE SIDEWALK
PROPOSED CONCRETE DUMPSTER PAD
W/ 6' HIGH TREATED WOOD FENCE
ENCLOSURE
3
PROPOSED PERPETUAL
EASEMENT AREA = 3,134 SF
(SEE NOTE 12 HEREON)4'
8'9'
PROPOSED
2,344± SF
31'32'
74'
3'
3'
PROPOSED BENCHES
BALLST
O
N
A
V
E
N
U
E
HAMILTON STREETPROPOSED CONCRETE
STEPS W/ HANDRAIL
PROPOSED BRICK PLANTER
LIMITS OF PERPETUAL
EASEMENT (TYP.)
PROPOSED CONCRETE
CURB
PROPOSED PATIO
RAILING (TYP.)
PROPOSED CONCRETE
BOLLARD (TYP.)
PROPOSED PAINTED ARROW
PAVEMENT MARKINGS (TYP.)17'
17'5'
5'11'
9'
(TYP.) 18'(TYP.)6'8'8'
ADA ACCESSIBLE
RAMPS
APPLY 4" SSWL 2' O.C.
@ 45° ANGLE (TYP.)24'PROPOSED PAINTED ADA
PARKING SYMBOL 4'
6'
PROPOSED CONCRETE
CURB
R1
0
'R3'24'R1
0
'
PROPOSED BITUMINOUS
CONCRETE CURB
TIE PROPOSED SIDEWALK
INTO EXISTING SIDEWALK
(MATCH GRADE)
TIE PROPOSED SIDEWALK
INTO EXISTING SIDEWALK
(MATCH GRADE)
FFE = 319.00
R20'
TIE PROPOSED SIDEWALK
INTO EXISTING SIDEWALK
(MATCH GRADE)
INSTALL DETECTABLE
WARNING STRIP
WITHIN R.O.W. (TYP.)
PROPOSED MONUMENT
SIGN
PROPOSED CONCRETE CURB
4" SSWL (TYP.)
PROPOSED PAVEMENT
SAWCUT (TYP.)
4" SSWL (TYP.)
R
3
'
4" SSWL (TYP.)
PROTECT AND MAINTAIN
EXISTING TREE
R32'
5'
5'5'5'
7
11
2
TIE PROPOSED SIDEWALK
INTO EXISTING SIDEWALK
(MATCH GRADE)
PROTECT AND MAINTAIN
EXISTING TRAFFIC SIGN
EXISTING PROPERTY LINE
& REAR SETBACK LINE
R2'
R
3
'R3'R
3
'R3'R3'R5'
R
2
'
A
PROPOSED SIDEWALK
REPAIR (MATCH GRADE)
PROPOSED TRANSITION
CURB (TYP.)
PROPOSED TRANSITION CURB
(TYP.)
PROPOSED
TRANSITION
CURB (TYP.)22'
PROPOSED STOP SIGN52'HAMILTON STREETBALLST
O
N
A
V
E
N
U
E
PROPERTY LINE
(TYP.)
300' PROPERTY
BUFFER (TYP.)
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
(11)
(12)
(13)
(14)
(15)
(16)
(21)
(22)
(17)(18)
(19)
(20)
(23)
BUILDING OVERHANG LINE / CANOPY
PAVEMENT ARROW MARKINGS
PARKING SPACE COUNT15
LEGEND
PROPERTY LINE
RIGHT-OF-WAY LINE
ADJOINING LOT LINE
BUILD-TO-LINE
LANDSCAPE BUFFER
LIMIT OF EASEMENT
CONCRETE CURB
SIDEWALK LIMITS
BUILDING LIMITS
BUILDING HATCH
PAVEMENT STRIPING - WHITE
STANDARD AND ADA PARKING SPACES
CONCRETE SIDEWALK / PAVEMENT
CONCRETE BOLLARD
BUILDING DOOR
PATIO RAILING
PATIO SEATING
PAVEMENT SAWCUT
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED CHIPOTLE
12 BALLSTON AVENUE (M-B-L: 165.83-1-3)
SARATOGA SPRINGS, NEW YORK
OWNER: SARATOGA PRIME PROPERTIES LLC / 215 BALLARD ROAD,
WILTON NY 12831
APPLICANT: COLLABDEV 2 LLC / 529 MAIN STREET,
BOSTON, MA 02129
Graphic Scale:
Rev. #:Date Description
KMS
21206201
ENGINEERING
Kevin Solli, P.E.
NY 092156
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
10 0 10 20
AWC
CJB
06/09/23
1" = 10'
SITE
LAYOUT
PLAN
2.112,344± SFPROPOSED RESTAURANT
CITY PARKING REQUIREMENT
1 SPACE / 100 SF OF GFA
REQUIRED
23 SPACES
PROVIDED
23 SPACES
PARKING SUMMARY
GFA/SEATS/OCCUPANCYPROPERTY
12 BALLSTON AVENUE
(SUBJECT SITE)
USE
ZONING COMPLIANCE TABLE
ZONE: NC NEIGHBORHOOD DISTRICT (T-5)
ZONING
REQUIREMENT
EXISTING
CONDITIONS
ZONING
STANDARD
1.1 TIMES THE
R.O.W. OR 50 FT
(WHICHEVER
IS LESS)
< 50 FT
PROPOSED
CONDITIONS
< 50 FTMAXIMUM BUILDING HEIGHT
24 FT < 24 FT 24 FT
MINIMUM SETBACK FROM PUBLIC R.O.W.
3,000 SF 2,703 SF 2,344 SF
MINIMUM BUILD OUT PERCENTAGE (BALLSTON)
0 FT TO 12
FT BUILD
TO ZONE
0 FT 4 FT
MINIMUM SIDE/REAR YARD SETBACK
70%0%34.7%*
0 FT 7 FT 52 FT
MINIMUM BUILDING HEIGHT
MAXIMUM CUMULATIVE BUILDING AREA
(ONE-STORY STRUCTURES)
MINIMUM BUILD OUT PERCENTAGE (HAMILTON)70%60%23.0%*
LIST OF ADJACENT PROPERTY OWNERS
1.MAP-BLOCK-LOT: 165.83-1-42 / OWNER: SARATOGA 16 LLC
2.MAP-BLOCK-LOT: 165.83-1-17 / OWNER: BLUE STAR ENTERPRISES LLC
3.MAP-BLOCK-LOT: 165.83-1-16 / OWNER: BLUE STAR ENTERPRISES LLC
4.MAP-BLOCK-LOT: 165.83-1-15 / OWNER: BLUE STAR ENTERPRISES LLC
5.MAP-BLOCK-LOT: 165.83-1-12 / OWNER: DALBEY, JEFFERY A
6.MAP-BLOCK-LOT: 165.83-1-11 / OWNER: CB ENTERPRISES OF SARATOGA INC
7.MAP-BLOCK-LOT: 165.83-1-10 / OWNER: CB ENTERPRISES OF SARATOGA INC
8.MAP-BLOCK-LOT: 165.83-1-39 / OWNER: J LARRY FUGATE REV TRUST
9.MAP-BLOCK-LOT: 165.83-1-4 / OWNER: J LARRY FUGATE REV TRUST
10.MAP-BLOCK-LOT: 165.83-1-21 / OWNER: BLUE STAR ENTERPRISES LLC
11.MAP-BLOCK-LOT: 165.83-1-38 / OWNER: MICZEK, RICHARD J
12.MAP-BLOCK-LOT: 165.83-1-7 / OWNER: CB ENTERPRISES OF SARATOGA INC
13.MAP-BLOCK-LOT: 165.83-1-6 / OWNER: BROADWAY SARATOGA CO
14.MAP-BLOCK-LOT: 165.83-1-5.1 / OWNER: CROWN OIL #1 COMPANY INC
15.MAP-BLOCK-LOT: 165.75-1-18 / OWNER: STONE, TARA L
16.MAP-BLOCK-LOT: 165.75-1-48 / OWNER: JAKUBIAK, MARK A
17.MAP-BLOCK-LOT: 165.75-1-21 / OWNER: SMITH, WALTER J
18.MAP-BLOCK-LOT: 165.75-1-22 / OWNER: RIVER FUNCHEON LLC
19.MAP-BLOCK-LOT: 165.75-1-23 / OWNER: WALSH, DAVID M
20.MAP-BLOCK-LOT: 165.75-1-24 / OWNER: MARY FRANCES JORDAN IRR TRUST
21.MAP-BLOCK-LOT: 165.83-1-40 / OWNER: JENKS, JOSIAH D
22.MAP-BLOCK-LOT: 165.83-1-41 / OWNER: MINALODA FARM LLC
23.MAP-BLOCK-LOT: 165.83-1-1 / OWNER: RW HOUSING DEVELOPMENT, FUND COMPANY INC
SITE VICINITY MAP
SCALE: 1" = 150'
GENERAL NOTES
1.THESE PLANS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT FOR CONSTRUCTION. NO CONSTRUCTION OR
DEMOLITION SHALL BEGIN UNTIL APPROVAL OF THE FINAL PLANS IS GRANTED BY ALL GOVERNING AND REGULATORY
AGENCIES.
2.ALL PROPOSED SITE WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALL PERMITS, APPROVALS, AND CONDITIONS OF
APPROVALS ISSUED BY LOCAL, STATE AND/OR FEDERAL REVIEWING AGENCIES.
3.EXISTING BOUNDARY INFORMATION TAKEN FROM A PLAN TITLED "MAP OF A TOPOGRAPHIC SURVEY MADE FOR SOLLI
ENGINEERING, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK", SCALE: 1" = 20', DATED OCTOBER 24, 2022,
PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS.
*RELIEF REQUIRED FROM THE CITY OF SARATOGA SPRINGS.
RELIEF REQUIRED
·§4.4 (TABLE 4-C) - 70% MINIMUM BUILD-OUT PERCENTAGE ABUTTING ANY PUBLIC
RIGHT-OF-WAY.
SITE PLAN NOTES
1.PRIOR TO DEMOLITION OR CONSTRUCTION, THE CONTRACTOR SHALL CONTACT "DIG SAFE"
72 HOURS BEFORE THE COMMENCEMENT OF WORK AT "811" AND VERIFY ALL UTILITY AND
STORM DRAINAGE SYSTEM LOCATIONS. INFORMATION ON EXISTING UTILITIES AND STORM
DRAINAGE SYSTEMS HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING
UTILITY PROVIDER AND MUNICIPAL RECORD MAPS AND/OR FIELD SURVEY AND IS NOT
GUARANTEED CORRECT OR COMPLETE. UTILITIES AND STORM DRAINAGE SYSTEMS ARE
SHOWN TO ALERT THE CONTRACTOR TO THEIR PRESENCE AND THE CONTRACTOR IS SOLELY
RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES
AND STORM DRAINAGE SYSTEMS INCLUDING SERVICES.
2.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY
BE UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER OF RECORD IMMEDIATELY
FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY AND SECURITY OF THE SITE DURING
ALL PHASES OF CONSTRUCTION. THE ARCHITECT ANDENGINEER OF RECORD HAVE NO
CONTRACTUAL DUTY TO CONTROL THE SAFEST METHODS OR MEANS OF THE WORK, JOB SITE
RESPONSIBILITIES, SUPERVISION OR TO SUPERVISE SAFETY AND DOES NOT VOLUNTARILY
ASSUME ANY SUCH DUTY OR RESPONSIBILITY.
4.THE OWNER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY ZONING PERMITS REQUIRED
BY GOVERNMENT AGENCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN
ALL LOCAL AND STATE PERMITS. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES,
PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFIC CONTROLS NECESSARY FOR THIS
PROJECT.
5.CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS AND
CONSTRUCTION DETAILS OF BUILDING AND SIDEWALKS ADJACENT TO THE BUILDING.
6.TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO THE STATE DOT STANDARD DETAIL SHEETS
AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. SIGNS SHALL BE INSTALLED
PLUMB WITH THE EDGE OF THE SIGN 2' OFF THE FACE OF THE CURB, AND WITH 7' VERTICAL
CLEARANCE UNLESS OTHERWISE DETAILED OR NOTED.
7.PAVEMENT MARKING KEY:
4" SSWL 4" SINGLE SOLID WHITE LINE
4" DSYL 4" DOUBLE SOLID YELLOW LINE
12" SSWSB 12" SINGLE SOLID WHITE STOP BAR
24" SSWSB 24" SINGLE SOLID WHITE STOP BAR
8.PARKING SPACES SHALL BE STRIPED WITH 4" SSWL; HATCHED AREA SHALL BE STRIPED WITH
4” SSWL AT A 45° ANGLE, 2' ON CENTER. HATCHING, SYMBOLS, AND STRIPING FOR
HANDICAPPED SPACES SHALL BE PAINTED BLUE AND WHITE. OTHER MARKINGS SHALL BE
PAINTED WHITE OR AS NOTED.
9.THE CONTRACTOR SHALL RESTORE ANY DRAINAGE STRUCTURE, PIPE, UTILITY, PAVEMENT,
CURBS, SIDEWALKS, LANDSCAPED AREAS OR SIGNAGE DISTURBED DURING CONSTRUCTION
TO THEIR ORIGINAL CONDITION OR BETTER, AS APPROVED BY THE ENGINEER OF RECORD.
DURING CONSTRUCTION CONTRACTOR IS TO HAVE THE SITE MAINTAINED FREE OF ALL
TRASH, LITTER, DEBRIS, AND OVERGROWN VEGETATION.
10.THE OWNER SHALL BE RESPONSIBLE TO HAVE THE SITE MAINTAINED FREE OF ALL TRASH,
LITTER, DEBRIS AND OVERGROWN VEGETATION.
11.PAVEMENT MARKINGS SHALL BE HOT APPLIED TYPE IN ACCORDANCE WITH NEW YORK DOT
SPECIFICATIONS, UNLESS WHERE EPOXY RESIN PAVEMENT MARKINGS ARE INDICATED.
12.REFERENCE EASEMENT PLAN BY SURVEYORS.
BUILD-OUT PERCENTAGE INSET MAP
SCALE: 1" = 40'
SIGN LEGEND
A
SIZES
(IN)SUPPORTS
30"1R1-1
MUTCD
#
SIZES
(IN)SUPPORTS
MUTCD
#
SIZES
(IN)SUPPORTS
12"x18"
12"x6"1R7-8
R7-8A
B
PARKING
RESERVED
ACCESSIBLE
VAN
1 10/16/23 Revised Per Engineering Comments
WV
WV
TR
TR
TR
G
FF=
3
2
1
.
2
2
'
FF=
3
2
0
.
7
2
'
G
2" Craba
p
pl
e
2" Craba
p
pl
e
2" Crabapple
Rim=316.58'
Rim=316.71'Rim=316.97'320320320320
31
53153
1
6
317
318
318
317
319
318316
317
318
319 318317317318Rim=316.77'
8" PVC IN Inv.
=
3
1
2
.
3
8
'
6" PVC IN Inv.
=
3
1
1
.
7
9
'
8" PVC OUT Inv
.
=
3
1
1
.
4
1
'
BALLST
O
N
A
V
E
N
U
E
HAMILTON STREETPROPOSED
2,344± SF
31'32'
74'
316.19
317.07
316.75
317.34
317.49
318.25
316
CONNECT TO EXISTING CATCH BASIN
W/ KOR-N-SEAL CONNECTOR
TF = 316.48
PR INV (SW) = 310.94
EX 15" INV (N) = 309.52
EX 15" INV (SE) = 309.42
PR 18 LF OF 12" HDPE @ S = 2.0%
318.30
318.65
3
1
8
317317317 318317318
317.07
316.57
316.75
317.34
318.25
318.00
316.15
317.50
316.15
FFE = 319.00
317.50
318.30 318.20
318.10
317.90
316.75
317.15
318.32
318.42
318.70
318.95
319.30
319.50
319.40
319.20
319.00
318.60
317.90
31831
7
317
317
PR CATCH BASIN
TF = 316.50
PR INV (N) = 313.50
PR WATER QUALITY UNIT
TF = 317.10
PR INV (SW) = 313.21
PR INV (NE) = 313.11
317.25
PR 58 LF OF 12" HDPE
@ S = 0.5%
PR 57 LF OF 12" HDPE @ S = 0.5%
PR 3' OPEN-BOTTOM RETAIN-IT DETENTION SYSTEM (OR
APPROVED EQUAL) W/ 6" STONE BOTTOM
TOTAL NUMBER OF CHAMBERS: 3 CHAMBERS
TOC ELEV: 316.47'
BOC ELEV: 312.80'
BOS ELEV: 312.30'
12" PVC OUTLET CONTROL RISER INV: 313.85
4" LOW-FLOW ORIFICE: 312.30
12" HDPE OUTLET INV: 311.30
318.35
CONTRACTOR TO
CONSTRUCT ADA
PARKING SPACES /
LOADING AREA W/
MAXIMUM SLOPE OF 2%
IN ANY DIRECTION
318.80
318.90
318.80
317.63
315.50 315.90314.40
318.40
318.00
318.40
318.90
318.60
318.80
319.00
319.00
318.50
PR 9 LF OF 6" HDPE ROOF
LEADER @ S = 1.0% MIN
318.75
318.65 318RISER
TF: 318.00
RISER
TF: 318.00
318317.10
318 PROTECT AND MAINTAIN
EXISTING TREE
TC: 318.85
BC: 318.35
TC: 318.60
BC: 318.10
TC: 318.95
BC: 318.45
TC: 318.25
BC: 317.75 TC: 318.90
BC: 318.40
TC: 318.70
BC: 318.20
TC: 318.00
BC: 317.50
TC: 317.75
BC: 317.25
TC: 317.75
BC: 317.25
TC: 317.18
BC: 316.68
TC: 318.00
BC: 317.50
TC: 317.33
BC: 316.83
TC: 317.90
BC: 317.40
318.20
TC: 317.07
BC: 316.57
319
319
317.50
317.05
CATCH BASIN
STORM DRAIN PIPE
MAJOR CONTOURS
MINOR CONTOURS
PERFORATED UNDERDRAIN
420
PROPOSED SPOT ELEVATION
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
WATER QUALITY UNIT
LEGEND
PROPERTY LINE
RIGHT-OF-WAY LINE
ADJOINING LOT LINE
CONTOUR LABEL
421
420
568.85 EXISTING SPOT ELEVATION
568.85
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED CHIPOTLE
12 BALLSTON AVENUE (M-B-L: 165.83-1-3)
SARATOGA SPRINGS, NEW YORK
OWNER: SARATOGA PRIME PROPERTIES LLC / 215 BALLARD ROAD,
WILTON NY 12831
APPLICANT: COLLABDEV 2 LLC / 529 MAIN STREET,
BOSTON, MA 02129
Graphic Scale:
Rev. #:Date Description
KMS
21206201
ENGINEERING
Kevin Solli, P.E.
NY 092156
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
GRADING &
DRAINAGE
PLAN
2.21
10 0 10 20
06/09/23
1" = 10'
CJB
AWC
GENERAL NOTES
1.THESE PLANS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT FOR CONSTRUCTION.
NO CONSTRUCTION OR DEMOLITION SHALL BEGIN UNTIL APPROVAL OF THE FINAL PLANS
IS GRANTED BY ALL GOVERNING AND REGULATORY AGENCIES.
2.ALL SITE WORK TO BE COMPLETED IN ACCORDANCE WITH ALL PERMITS, APPROVALS AND
CONDITIONS OF APPROVALS ISSUED BY THE CITY OF SARATOGA SPRINGS FOR THIS
PROJECT.
3.EXISTING BOUNDARY INFORMATION TAKEN FROM A PLAN TITLED "MAP OF A
TOPOGRAPHIC SURVEY MADE FOR SOLLI ENGINEERING, CITY OF SARATOGA SPRINGS,
SARATOGA COUNTY, NEW YORK", SCALE: 1" = 20', DATED OCTOBER 24, 2022, PREPARED BY
VAN DUSEN & STEVES LAND SURVEYORS.
4.THE PROJECT SITE CONSISTS OF ONE (1) PARCEL WITH A TOTAL LAND AREA OF
APPROXIMATELY 0.32± ACRES LOCATED WITHIN THE NEIGHBORHOOD CENTER (T-5)
ZONING DISTRICT OF THE CITY OF SARATOGA SPRINGS, NY. EATING AND DRINKING
ESTABLISHMENTS ARE PERMITTED AS OF RIGHT WITHIN SAID ZONING DISTRICT.
GRADING & DRAINAGE NOTES
1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION
PERMITS REQUIRED BY GOVERNMENT AGENCIES PRIOR TO CONSTRUCTION. THE
CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE PERMITS. THE CONTRACTOR SHALL
POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE AND PROVIDE TRAFFIC
CONTROLS NECESSARY FOR THIS PROJECT.
2.UTILITIES AND STORM DRAINAGE SYSTEMS ARE SHOWN TO ALERT THE CONTRACTOR TO
THEIR PRESENCE AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING
ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND STORM DRAINAGE
SYSTEMS INCLUDING SERVICES. PRIOR TO DEMOLITION OR CONSTRUCTION, THE
CONTRACTOR SHALL CONTACT "811" 72 HOURS BEFORE COMMENCEMENT OR WORK AT
"811" AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM LOCATIONS.
3.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER
UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER OF RECORD
IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS
AREA.
4.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES FOR PROTECTION OF
VEHICLES AND PEDESTRIANS CONSISTING OF DRUMS, BARRIERS, SIGNS, LIGHTS, FENCES
AND UNIFORMED TRAFFIC CONTROLLERS AS REQUIRED, ORDERED BY THE ENGINEER OF
RECORD OR REQUIRED BY THE STATE AND LOCAL GOVERNING AUTHORITIES.
5.ALL UTILITY WORK PROPOSED WITHIN THE CITY OF SARATOGA SPRINGS RIGHT-OF-WAY
SHALL COMPLY WITH CITY OF SARATOGA SPRINGS DPW AND ENGINEERING STANDARDS
AND SPECIFICATIONS. PROPOSED UTILITY WORK WILL REQUIRE LANE CLOSURES. THE
CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING WITH THE APPROPRIATE CITY
DEPARTMENTS PRIOR TO CONSTRUCTION.
6.ALL DISTURBANCE TO CITY, COUNTY, OR STATE PROPERTY DUE TO CONSTRUCTION
SHALL BE RESTORED TO ITS PREVIOUS CONDITION OR BETTER.
7.IF IMPACTED OR CONTAMINATED SOIL IS ENCOUNTERED BY THE CONTRACTOR, THE
CONTRACTOR SHALL SUSPEND EXCAVATION WORK OF IMPACTED SOIL AND NOTIFY THE
OWNER AND/OR OWNER'S ENVIRONMENTAL CONSULTANT PRIOR TO PROCEEDING WITH
FURTHER WORK IN THE IMPACTED SOIL LOCATION UNTIL FURTHER INSTRUCTED BY THE
OWNER AND/OR OWNER'S ENVIRONMENTAL CONSULTANT.
8.ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE.
9.GRADING CONTRACTOR SHALL RESTORE TO GRADE AND COMPACTION ALL AREAS
DISTURBED BY BUILDING CONSTRUCTION PRIOR TO PAVING OPERATIONS COMMENCING.
10.THE PROPOSED STORMWATER MANAGEMENT SYSTEMS HAVE BEEN DESIGNED IN
ACCORDANCE WITH THE STATE OF NEW YORK STORMWATER STANDARDS.
11.ALL CATCH BASINS ARE TO BE INSTALLED WITH MINIMUM OF 1-FOOT SUMPS.
ABBREVIATIONS
@
B
BOC
BOS
CB
CF
DMH
EX
FES
FFE
GTD
HDPE
INV
LF
MIN
PR
PVC
RCP
S
SF
STRM
TC
TOC
TF
TYP
UG
VIF
WQU
(N)
(NE)
(SW)
W/
AT
BOTTOM OF CURB
BOTTOM OF CHAMBER
BOTTOM OF STONE
CATCH BASIN
CUBIC FEET
DRAINAGE MANHOLE
EXISTING
FLARED END SECTION
FINISHED FLOOR ELEVATION
GRADE TO DRAIN
HIGH DENSITY POLYETHYLENE
INVERT
LINEAR FEET
MINIMUM
PROPOSED
POLYVINYL CHLORIDE
REINFORCED CONCRETE PIPE
SLOPE
SQUARE FOOT
STORM
TOP OF CURB
TOP OF CHAMBER
TOP OF FRAME
TYPICAL
UNDERGROUND SYSTEM
VERIFY IN FIELD
WATER QUALITY UNIT
NORTH
NORTHEAST
SOUTHWEST
WITH
1 10/16/23 Revised Per Engineering Comments
CIRFCIRF
2" Craba
p
p
l
e
2" Craba
p
p
l
e
2" Crabapple
Lands N/F o
f
Saratoga 16
L
L
C
B:1759 P:26
0
165.83-1-42
MAINTAIN 6' HIGH
TEMPORARY
CONSTRUCTION FENCE.
MODIFY AS NEEDED
(TYP.)
MAINTAIN SILT FENCE UNTIL
STABILIZATION OF THE SITE.
CONTRACTOR TO MODIFY AS
NECESSARY THROUGHOUT
CONSTRUCTION (TYP.)
MAINTAIN STONE
STABILIZED CONSTRUCTION
ENTRANCE UNTIL
INSTALLATION OF ASPHALT
PAVEMENT. MODIFY AS
NECESSARY THROUGHOUT
CONSTRUCTION
316
3
1
8
317317317 318
317318 318317
317
317 318318318
319
319
INSTALL SILT
SACK INLET
PROTECTION
(TYP.)
FFE = 319.00
MAINTAIN 24' WIDE
CONSTRUCTION
ENTRANCE GATE UNTIL
INSTALLATION OF
ASPHALT PAVEMENT.
MODIFY AS NECESSARY
THROUGHOUT
CONSTRUCTION
PROTECT AND MAINTAIN TREE
PROTECTION FENCING UNTIL
FINAL STABILIZATION
CONTRACTOR TO
TEMPORARILY ENCLOSE
SIDEWALK AREA TO
PERFORM SIDEWALK
IMPROVEMENTS
CONTRACTOR TO
TEMPORARILY ENCLOSE
SIDEWALK AREA TO
PERFORM SIDEWALK
IMPROVEMENTS
PROTECT AND MAINTAIN SILT
SACK INLET PROTECTION
MAINTAIN TWO-WAY
TRAFFIC
CIRCULATION
THROUGHOUT
CONSTRUCTION
MAINTAIN CONCRETE
WASHOUT PIT
MAINTAIN STOCKPILE
AREA UNTIL
STABILIZATION OF THE
SITE. LOCATION AND
SIZE IS SUBJECT TO
CHANGE THROUGHOUT
CONSTRUCTION
SILT FENCE PROTECTION
LEGEND
PROPERTY LINE
CURB REMOVAL
CONSTRUCTION ENTRANCE
CONSTRUCTION FENCE
SAWCUT PAVEMENT LINE
BUILDING / STRUCTURE DEMOLITION
PAVEMENT DEMOLITION
SILT SACK INLET PROTECTION
STRAW WATTLE
RIGHT-OF-WAY LINE
ADJOINING LOT LINE
CONCRETE PAVEMENT DEMOLITION
TREE PROTECTION
CIRFCIRFOne Story Wood Frame BuildingGas
M
e
t
e
r
Elect
r
i
c
M
e
t
e
r EnclosureA/C
2" Craba
p
p
l
e
2" Craba
p
pl
e
2" Crabapple
Brick Planter
Brick PlanterBrick PlanterBrick Planter
2" Ced
a
r
(
4
T
r
e
e
s
)
4" Elm Clump
4" Elm Clump
Porc
h
StepsStepsLands N/F o
f
Saratoga 16
L
L
C
B:1759 P:26
0
165.83-1-42
Roof
O
v
e
r
h
a
n
g
Roof
O
v
e
r
h
a
n
g
Step
s
PorchPROPOSED STOCKPILE AREA FOR DEMOLITION
DEBRIS WITH TEMPORARY COMPOSITE FILTER
SOCK BARRIER. LOCATION AND SIZE OF
STOCKPILE AREA IS SUBJECT TO CHANGE
THROUGHOUT CONSTRUCTION
PROPOSED TEMPORARY
STONE STABILIZED
CONSTRUCTION PAD
(MIN. LENGTH 50')
REMOVE AND DISPOSE OF
EXISTING STRUCTURE
REMOVE AND DISPOSE OF
EXISTING STRUCTURE
PROPOSED SILT
FENCE (TYP.)
PROPOSED 6' HIGH
TEMPORARY
CONSTRUCTION FENCE
(TYP.)
MAINTAIN PEDESTRIAN
ACCESS UNTIL PHASE II
MAINTAIN PEDESTRIAN
ACCESS UNTIL PHASE II
PROPOSED TREE
PROTECTION FENCING
(TYP.)
PROPOSED BUILDING
DEMOLITION
INSTALL SILT SACK INLET
PROTECTION (TYP.)
CONTRACTOR TO CLEAR SITE OF ALL TREES,
SHRUBS, GROUNDWATER, TRASH, AND DEBRIS
WITHIN SILT FENCE LIMITS
PROPOSED SILT FENCE WITHIN AREAS
OF EXISTING PAVEMENT TO BE
INSTALLED IMMEDIATELY UPON
REMOVAL OF SAID PAVEMENT.
CONTRACTOR TO REMOVE PAVEMENT
ALONG SILT FENCE LIMIT PRIOR TO
DEMO TO ENSURE EROSION CONTROL.
REMOVE AND DISPOSE
EXISTING CURB STOP (TYP.)
REMOVE AND DISPOSE
EXISTING CURB STOP
REMOVE AND DISPOSE OF
EXISTING CURB
MAINTAIN TWO-WAY
TRAFFIC
CIRCULATION
THROUGHOUT
CONSTRUCTION
PROPOSED TEMPORARY 24'
WIDE CONSTRUCTION
ENTRANCE GATE (TYP.)
REMOVE AND DISPOSE OF
EXISTING PAVEMENT,
CONCRETE, AND FOUNDATIONS
INSTALL CONCRETE
WASHOUT PIT
REMOVE AND DISPOSE OF ALL
EXISTING UTILITY LATERALS PER
SARATOGA SPRINGS DPW
REQUIREMENTS. EXACT LOCATION
OF UNDERGROUND UTILITIES TO BE
VERIFIED IN FIELD
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED CHIPOTLE
12 BALLSTON AVENUE (M-B-L: 165.83-1-3)
SARATOGA SPRINGS, NEW YORK
OWNER: SARATOGA PRIME PROPERTIES LLC / 215 BALLARD ROAD,
WILTON NY 12831
APPLICANT: COLLABDEV 2 LLC / 529 MAIN STREET,
BOSTON, MA 02129
Graphic Scale:
Rev. #:Date Description
KMS
21206201
ENGINEERING
Kevin Solli, P.E.
NY 092156
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
2.31
20 0 20 40
06/09/23
1" = 20'
CJB
JEP
PHASE I - DEMOLITION & SOIL EROSION & SEDIMENT CONTROL PLAN
SCALE: 1" = 20'
PHASE II - SOIL EROSION & SEDIMENT CONTROL PLAN
SCALE: 1" = 20'
SEDIMENT & EROSION CONTROL NOTES
1.THESE PLANS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT FOR CONSTRUCTION. NO CONSTRUCTION OR DEMOLITION SHALL BEGIN UNTIL APPROVAL OF THE FINAL PLANS IS GRANTED BY ALL GOVERNING AND REGULATORY
AGENCIES.
2.ALL SITE WORK TO BE COMPLETED IN ACCORDANCE WITH ALL PERMITS, APPROVALS, AND CONDITIONS OF APPROVALS ISSUED BY THE CITY OF SARATOGA SPRINGS FOR THIS PROJECT.
3.EXISTING BOUNDARY, TOPOGRAPHY AND SITE CONDITIONS INFORMATION TAKEN FROM A PLAN ENTITLED "MAP OF A TOPOGRAPHIC SURVEY MADE FOR SOLLI ENGINEERING, CITY OF SARATOGA SPRINGS (I.D.), SARATOGA COUNTY, NEW
YORK," DATED OCTOBER 24, 2022, SCALE: 1"=20', BY VAN DUSEN & STEVES LAND SURVEYORS.
4.PRIOR TO STARTING ANY OTHER WORK ON SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED, STATE, AND LOCAL
APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. EROSION CONTROLS TO BE INSTALLED AT THE EDGE OF PROPOSED WORK.
5.EROSION CONTROLS TO ACT AS A LIMIT OF WORK LINE TO ENSURE THAT NO EQUIPMENT ENCROACHES ON THE ADJACENT PROPERTIES.
6.EROSION CONTROLS SHALL REMAIN IN PLACE AND BE MAINTAINED FOR THE DURATION OF THE PROJECT TO LIMIT THE MOVEMENT OF SILTATION AND SEDIMENTS FROM ENTERING EXISTING DRAINAGE SYSTEMS OR FROM LEAVING THE
PARCEL. ANY ACCUMULATED SEDIMENTS ARE TO BE REMOVED FROM THE EROSION CONTROLS AND DISPOSED TO PROPERLY. ADDITIONALLY, ALL EROSION CONTROLS ARE TO BE INSPECTED AFTER A STORM EVENT AND THE CONTROLS
REPLACED OR ARMORED AS NECESSARY AND ACCUMULATED SEDIMENTS REMOVED.
7.ADDITIONAL EROSION CONTROLS ARE TO BE UTILIZED AS NECESSARY AND AS DIRECTED BY THE ENGINEER OF RECORD TO LIMIT SEDIMENTS FROM DISCHARGING TO ADJACENT PROPERTIES OR INTO EXISTING STORM DRAIN SYSTEMS.
8.CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT EROSION SHALL NOT AFFECT OFF-SITE AREAS, WHETHER SUCH EROSION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT.
9.A RESERVE AMOUNT OF EROSION CONTROL MATERIALS ARE TO BE KEPT WITHIN EASY ACCESS ON SITE AT ALL TIMES.
10.CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMAL AMOUNT OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION.
11.TEMPORARY STOCKPILING OF MATERIALS RELATED TO THE CONSTRUCTION ACTIVITIES ARE TO BE PROPERLY STABILIZED, PROTECTED, AND DEMARCATED TO LIMIT MOVEMENT OF MATERIAL INTO STORM DRAIN SYSTEM OR ONTO
ADJACENT PARCELS
12.REFUELING AND ANY WORK ASSOCIATED WITH THE MAINTENANCE OF CONSTRUCTION EQUIPMENT TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE REGULATIONS.
13.THE AREAS OF CONSTRUCTION SHALL REMAIN IN A STABLE CONDITION AT THE CLOSE OF EACH CONSTRUCTION DAY. EROSION CONTROLS SHALL BE CHECKED AT THIS TIME AND MAINTAINED OR REINFORCED IF NECESSARY.
14.EROSION CONTROLS SHALL REMAIN IN PLACE UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED WITH PAVEMENT, PLANTINGS, OR WITH AN ESTABLISHED STAND OF GRASS. EROSION CONTROLS SHALL NOT BE REMOVED UNTIL SITE
STABILIZATION IS COMPLETE. CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS AS DIRECTED BY THE ENGINEER OF
RECORD, DPW, AND/OR LOCAL LAND USE AGENT.
15.UTILIZE APPROPRIATE DEWATERING SYSTEMS AND TECHNIQUES TO MAINTAIN THE EXCAVATED AREA SUFFICIENTLY DRY FROM GROUNDWATER AND/OR SURFACE RUNOFF SO AS TO NOT ADVERSELY AFFECT CONSTRUCTION
PROCEDURES OR CAUSE EXCESSIVE DISTURBANCE OF UNDERLYING NATURAL GROUND.
16.WATER FROM TRENCHES AND EXCAVATIONS SHALL NOT BE DISCHARGED DIRECTLY TO STORM DRAIN SYSTEMS. PROPER TREATMENT TO A SEDIMENTATION AREA IS TO TAKE PLACE PRIOR TO DISCHARGE TO ANY DRAINAGE SYSTEMS.
17.THE CONTRACTOR SHALL REPAIR ANY DAMAGE RESULTING FROM THE FAILURE OF THE DEWATERING OPERATIONS OR FROM FAILURE TO MAINTAIN ALL THE AREAS OF WORK IN SUITABLE DRY CONDITION.
18.PRECAUTIONS SHALL BE TAKEN TO PROTECT NEW WORK FROM FLOODING DURING STORMS OR FROM OTHER CAUSES. GRADING IN THE AREAS SURROUNDING ALL EXCAVATIONS SHALL BE PROPERLY SLOPED TO PREVENT WATER FROM
RUNNING INTO THE EXCAVATED AREA OR TO ADJACENT PROPERTIES. WHERE REQUIRED, TEMPORARY DITCHES SHALL BE PROVIDED FOR DRAINAGE. UPON COMPLETION OF THE WORK AND WHEN DIRECTED, ALL AREAS SHALL BE
RESTORED IN A SATISFACTORY MANNER AND AS DIRECTED.
19.ALL PIPELINES OR STRUCTURES NOT STABLE AGAINST UPLIFT DURING CONSTRUCTION OR PRIOR TO COMPLETION SHALL BE THOROUGHLY BRACED OR OTHERWISE PROTECTED.
20.REFER TO SHEET 2.41 FOR DETAILS OF THE PROPOSED SOIL EROSION AND SEDIMENT CONTROL (SEC) MEASURES AND ADDITIONAL INFORMATION REGARDING SEC MEASURE INSTALLATION AND MAINTENANCE.
DEMOLITION NOTES
1.CONTRACTOR SHALL SECURE ANY PERMITS, PAY ALL FEES AND PERFORM CLEARING AND GRUBBING AND DEBRIS REMOVAL PRIOR TO COMMENCEMENT OF GRADING OPERATIONS.
2.ALL BUILDINGS, INCLUDING FOUNDATIONS WALLS, FOOTINGS, AND BASEMENT SLABS INDICATED ON PLAN ARE TO BE REMOVED FROM THE SITE.
3.ALL SEDIMENT AND EROSION CONTROLS AS SHOWN ON THE PLAN HEREON SHALL BE INSTALLED BY THE DEMOLITION CONTRACTOR PRIOR TO START OF DEMOLITION OPERATIONS.
4.REMOVE AND DISPOSE OF ANY SIDEWALKS, FENCES, STAIRS, WALLS, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED OFF SITE LANDFILL, BY AN APPROVED HAULER. THE HAULER SHALL COMPLY
WITH ALL LOCAL, STATE AND FEDERAL REGULATORY REQUIREMENTS.
5.THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY PROVIDER TO CUT AND PLUG ALL SERVICE PIPING AT THE STREET LINE OR AT THE MAIN, AS REQUIRED BY THE UTILITY PROVIDER, OR AS
OTHERWISE NOTED OR SHOWN ON THE DRAWINGS. ALL SERVICES MAY NOT BE SHOWN ON THIS PLAN. THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTENT OF SERVICE PIPING TO BE REMOVED,
CUT OR PLUGGED. THE CONTRACTOR SHALL PAY ALL UTILITY PROVIDER FEES FOR ABANDONMENT AND REMOVALS.
6.THE CONTRACTOR SHALL PROTECT ALL IRON PINS, MONUMENTS, AND PROPERTY CORNERS DURING DEMOLITION ACTIVITIES. ANY CONTRACTOR DISTURBED PINS, MONUMENTS, AND OR PROPERTY CORNERS, ETC. SHALL BE RESET BY A
LICENSED LAND SURVEYOR AT THE EXPENSE OF THE CONTRACTOR.
7.THE DEMOLITION CONTRACTOR SHALL STABILIZE THE SITE AND KEEP EROSION CONTROL MEASURES IN PLACE UNTIL THE COMPLETION OF HIS WORK OR UNTIL THE COMMENCEMENT OF WORK BY THE SITE CONTRACTOR, WHICHEVER
OCCURS FIRST, AS REQUIRED OR DEEMED NECESSARY BY THE ENGINEER OF RECORD. THE SITE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE MAINTENANCE OF EXISTING EROSION AND SEDIMENTATION CONTROLS AND FOR
INSTALLATION OF ANY NEW EROSION AND SEDIMENT CONTROLS AS SHOWN HEREON.
8.THE CONTRACTOR SHALL ADHERE TO ALL OSHA, FEDERAL, STATE, AND LOCAL REGULATIONS WHEN OPERATING CRANES, BOOMS, HOISTS, ETC. IN PROXIMITY OF OVERHEAD ELECTRIC LINES. IF CONTRACTOR MUST OPERATE EQUIPMENT
CLOSE TO ELECTRIC LINES, CONTACT THE POWER COMPANY TO MAKE ARRANGEMENTS FOR PROPER SAFEGUARDS. ANY UTILITY PROVIDER FEES SHALL BE PAID BY THE CONTRACTOR.
9.PRIOR TO DEMOLITION OR CONSTRUCTION, THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" 72 HOURS BEFORE THE COMMENCEMENT OF WORK AT "811" AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM LOCATIONS.
INFORMATION ON EXISTING UTILITIES AND STORM DRAINAGE SYSTEMS HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING UTILITY PROVIDER AND MUNICIPAL RECORD MAPS AND/OR FIELD SURVEY AND IS NOT
GUARANTEED CORRECT OR COMPLETE. UTILITIES AND STORM DRAINAGE SYSTEMS ARE SHOWN TO ALERT THE CONTRACTOR TO THEIR PRESENCE AND THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS
AND ELEVATIONS OF ALL UTILITIES AND STORM DRAINAGE SYSTEMS INCLUDING SERVICES.
10.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SAFETY AND SECURITY OF THE SITE DURING ALL PHASES OF CONSTRUCTION. THE ARCHITECT AND ENGINEER OF RECORD ARE NOT RESPONSIBLE FOR SITE SAFETY MEASURES TO BE
EMPLOYED DURING CONSTRUCTION. THE ARCHITECT AND ENGINEER OF RECORD HAVE NO CONTRACTUAL DUTY TO CONTROL THE SAFEST METHODS OR MEANS OF THE WORK, JOB SITE RESPONSIBILITIES, SUPERVISION OR TO SUPERVISE
SAFETY AND DOES NOT VOLUNTARILY ASSUME ANY SUCH DUTY OR RESPONSIBILITY.
11.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER OF RECORD IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER
WITH WORK IN THIS AREA.
12.NO WORK ON THIS SITE SHALL BE INITIATED BY THE CONTRACTOR UNTIL A PRE-CONSTRUCTION MEETING WITH OWNER AND THE ENGINEER OF RECORD IS PERFORMED. THE CONTRACTOR SHALL HAVE MARK OUTS OF EXISTING UTILITIES
COMPLETED PRIOR TO MEETING.
13.CONTRACTOR SHALL BACKFILL ALL AREAS WHERE BUILDING SLABS AND FOUNDATIONS HAVE BEEN REMOVED. THE BACKFILL SHALL BE FILLED UP TO THE LIMITS OF THE PAVEMENT SUBGRADE.
SOIL EROSION &
SEDIMENT
CONTROL PLAN
CONSTRUCTION SEQUENCE (PHASE I)
1.PHASE I:
1.1.INSTALL CONSTRUCTION FENCE AND STABILIZED CONSTRUCTION ENTRANCE
/ EXIT.
1.2.INSTALL SILT FENCE / SEC MEASURES AS PROPOSED (CLEAR ONLY THOSE
AREAS NECESSARY TO INSTALL SEC MEASURES). REMOVE THE NECESSARY
PAVEMENT TO INSTALL SILT FENCE ALONG THE NORTHERN AND EASTERN
LIMIT OF SITE WORK.
1.3.PREPARE TEMPORARY PARKING AND STORAGE AREAS.
1.4.HALT ALL ACTIVITIES AND CONTACT THE ENGINEER OF RECORD / CITY OF
SARATOGA SPRINGS LAND USE AGENT TO PERFORM INSPECTION AND
CERTIFICATION OF BEST MANAGEMENT PRACTICES (BMP'S). GENERAL
CONTRACTOR SHALL SCHEDULE AND CONDUCT THE STORM WATER
PRE-CONSTRUCTION MEETING WITH THE ENGINEER OF RECORD, CITY
AGENCIES AND GROUND-DISTURBING CONTRACTOR BEFORE PROCEED WITH
CONSTRUCTION.
1.5.PERFORM PAVEMENT SAWCUTS.
1.6.DEMOLISH AND REMOVE EXISTING STRUCTURES / FOUNDATIONS.
1.7.REMOVE ALL EXISTING CURBING, BITUMINOUS CONCRETE PAVEMENT,
CONCRETE PADS AND FENCING.
1.8.BEGIN CLEARING AND GRUBBING THE SITE.
1.9.ESTABLISH MATERIAL STOCKPILE AREA AND INSTALL SEC BARRIER
SURROUNDING PILE.
1.10.BEGIN ROUGH GRADING OF THE SITE.
2.PHASE II:
1.1.TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT
WILL BE INACTIVE FOR 14 DAYS OR MORE..
1.2.INSTALL PROPOSED STORM DRAINAGE SYSTEM AND STRUCTURES (SEE SHEET
2.21).
1.3.UPON INSTALLATION OF DRAINAGE STRUCTURES INLET PROTECTIONS TO BE
INSTALLED. INSTALL SANITARY SEWER PIPING AND STRUCTURES (SEE SHEET
2.51).
1.4.START CONSTRUCTION OF BUILDING PAD, PARKING AREAS AND STRUCTURES.
1.5.INSTALL CURBS.
1.6.PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT
TO FINAL GRADE.
1.7.PREPARE SITE FOR FINAL GRADING.
1.11.CONSTRUCT CONCRETE PADS AND SIDEWALKS.
1.12.INSTALL APPROPRIATE INLET PROTECTIONS PRIOR TO PAVING.
1.13.PAVE AREAS SHOWN ON SITE LAYOUT PLAN, SEE SHEET 2.11.
1.14.CONTRACTOR / CONSTRUCTION MANAGER TO COORDINATE WITH CIVIL
ENGINEER OF RECORD TO OBTAIN STABILIZED SITE STATUS.
1.15.CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION
REPORT IS SIGNED BY THE CONSTRUCTION MANAGER AND SUBMITTED.
CONSTRUCTION SEQUENCE (PHASE II)
1 10/16/23 Revised Per Engineering Comments
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
Rev. #:Date Description
KMS
21206201
ENGINEERING
Kevin Solli, P.E.
NY 091256
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
PROPOSED CHIPOTLE
12 BALLSTON AVENUE (M-B-L: 165.83-1-3)
SARATOGA SPRINGS, NEW YORK
OWNER: SARATOGA PRIME PROPERTIES LLC / 215 BALLARD ROAD,
WILTON NY 12831
APPLICANT: COLLABDEV 2 LLC / 529 MAIN STREET,
BOSTON, MA 02129
2.41
NTS
CJB
JEP
06/09/23
CONSTRUCTION ENTRANCE
(DETAIL ST-11)
1" REBAR FOR BAG
REMOVAL FROM INLET
EXPANSION
RESTRAINT 1/4"
NYLON ROPE
2"x2"x3/4"
RUBBER BLOCK
SILT SACK
NOTE:
REGULAR FLOW = 40 GAL./MIN./SF
HIGH FLOW = 200 GAL./MIN./SF
SILT SACK DETAIL
SCALE: NTS
2'
3'
4'
STRAW WATTLE DETAIL
SCALE: NTS
STRAW WATTLE
(12" TYP.)SURFACE FLOWAREA TO BE
PROTECTED
WORK AREA
PLACE A SANDBAG AT END OF
WATTLE, NEAR OVERLAP, TO HOLD
IN PLACE AND EVERY 10'
(APPLICABLE INSTALLATION ON
PAVEMENT / CONCRETE AREAS)
SECURE WITH
ZIP-TIE
WIRE TIED (TYP.)
OVERLAP ENDS OF WATTLE
PER MANUFACTURERS
RECOMMENDATIONS
(1' MIN. - 3' MAX.)SURFACE FLOWINSTALL 1" x 1" WOOD STAKE EVERY 6'-10';
STAKE TO BE INSTALLED THROUGH STRAW
WATTLE (APPLICABLE INSTALLATION FOR
NON-PAVEMENT AREAS)
NOTES
1. ALL EXISTING EXCAVATED MATERIAL THAT IS
NOT TO BE REUSED IN THE WORK IS TO BE
IMMEDIATELY REMOVED FROM THE SITE AND
PROPERLY DISPOSED OF.
2. SOIL/AGGREGATE STOCKPILE SITES TO BE WHERE
SHOWN ON THE DRAWINGS OR WHERE APPROVED
BY CIVIL ENGINEER.
3. RESTORE STOCKPILE SITES TO PRE-EXISTING
PROJECT CONDITION AND RESEED AS REQUIRED.
4. STOCKPILE HEIGHTS MUST NOT EXCEED 35'.
STOCKPILE SLOPES MUST BE 2:1 OR FLATTER.
SOIL/AGGREGATE STOCKPILE OF
EXISTING SITE MATERIAL TO BE
REUSED AND/OR NEW MATERIAL
TO BE INSTALLED IN THE WORK
DIRECTION OF RUN-OFF
FLOW (TYP.)
MATERIALS STOCKPILE DETAIL
SCALE: NTS
STRAW WATTLE
SEDIMENT & EROSION CONTROL NARRATIVE
THE SEDIMENT AND EROSION CONTROL PLAN WAS DEVELOPED TO PROTECT
THE EXISTING ROADWAY AND STORM DRAINAGE SYSTEMS, ADJACENT
PROPERTIES, AND ANY ADJACENT WETLAND AREA AND WATER COURSE
FROM SEDIMENT LADEN SURFACE RUNOFF AND EROSION.
CONSTRUCTION SCHEDULE
THE ANTICIPATED STARTING DATE FOR CONSTRUCTION IS FALL 2023 WITH
COMPLETION ANTICIPATED BY SPRING 2024. APPROPRIATE EROSION
CONTROL MEASURES AS DESCRIBED HEREIN, SHALL BE INSTALLED BY THE
CONTRACTOR PRIOR TO THE COMMENCEMENT OF ALL SITE CLEARING OR
CONSTRUCTION ACTIVITY. SCHEDULE WORK TO MINIMIZE THE LENGTH OF
TIME THAT BARE SOIL WILL BE EXPOSED.
CONTINGENCY EROSION PLAN
THE CONTRACTOR SHALL INSTALL ALL SPECIFIED EROSION CONTROL
MEASURES AND WILL BE REQUIRED TO MAINTAIN THEM IN THEIR INTENDED
FUNCTIONING CONDITION. THE LOCAL LAND USE AGENTS AND ENGINEER OF
RECORD SHALL HAVE THE AUTHORITY TO REQUIRE SUPPLEMENTAL
MAINTENANCE OR ADDITIONAL MEASURES IF FIELD CONDITIONS ARE
ENCOUNTERED BEYOND WHAT WOULD NORMALLY BE ANTICIPATED.
OPERATION REQUIREMENTS
CLEARING, GRUBBING AND DEMOLITION OPERATIONS:
1. ALL SEDIMENTATION AND EROSION CONTROL MEASURES WILL BE
INSTALLED PRIOR TO THE START OF CLEARING, GRUBBING AND
DEMOLITION OPERATIONS.
2. FOLLOWING INSTALLATION OF ALL SEDIMENTATION AND EROSION
CONTROL MEASURES, THE CONTRACTOR SHALL NOT PROCEED WITH
GRADING, FILLING OR OTHER CONSTRUCTION OPERATIONS UNTIL THE
ENGINEER OF RECORD HAS INSPECTED AND APPROVED ALL
INSTALLATIONS.
3. THE CONTRACTOR SHALL TAKE EXTREME CARE DURING CLEARING,
GRUBBING AND DEMOLITION OPERATIONS SO AS NOT TO DISTURB
SEDIMENTATION AND EROSION CONTROL DEVICES AS WELL AS
EXISTING LANDSCAPED AREAS.
4.FOLLOWING THE COMPLETION OF CLEARING, GRUBBING AND
DEMOLITION OPERATIONS, ALL AREAS SHALL BE STABILIZED WITH
TOPSOIL AND SEEDING, PROCESSED AGGREGATE STONE, OR DISPERSED
HAY AS SOON AS PRACTICAL.
ROUGH GRADING OPERATIONS:
1. DURING THE REMOVAL AND/OR PLACEMENT OF EARTH AS INDICATED
ON THE GRADING PLAN, TOPSOIL SHALL BE STRIPPED AND
APPROPRIATELY STOCKPILED FOR REUSE.
2. ALL STOCKPILED TOPSOIL SHALL BE SEEDED, MULCHED WITH HAY, AND
ENCLOSED BY A SILTATION FENCE OR STRAW WATTLE.
FILLING OPERATIONS:
1. PRIOR TO FILLING, ALL SEDIMENTATION AND EROSION CONTROL
DEVICES SHALL BE PROPERLY IMPLEMENTED, MAINTAINED AND FULLY
INSTALLED, AS DIRECTED BY THE ENGINEER OF RECORD AND AS SHOWN
ON THIS PLAN.
2. ALL FILL MATERIAL ADJACENT TO ANY WETLAND AREAS, IF
APPLICABLE TO THIS PROJECT, SHALL BE GOOD QUALITY, WITH LESS
THAN 5% FINES PASSING THROUGH A #200 SIEVE (BANK RUN), AND
SHALL BE PLACED IN LIFT THICKNESS NOT GREATER THAN THAT
SPECIFIED IN PROJECT SPECIFICATIONS. LIFTS SHALL BE COMPACTED TO
95% MAX. DRY DENSITY MODIFIED PROCTOR OR AS SPECIFIED IN THE
CONTRACT SPECIFICATIONS OR IN THE GEOTECHNICAL REPORT.
PLACEMENT OF DRAINAGE STRUCTURES, UTILITIES, AND ROADWAY
CONSTRUCTION OPERATIONS:
1. SILT FENCES SHALL BE INSTALLED AT THE DOWNHILL SIDES OF
TEMPORARY TRAPS, MUD PUMP DISCHARGES, AND UTILITY TRENCH
MATERIAL STOCKPILES. HAY BALES MAY BE USED IF SHOWN ON THE
EROSION CONTROL PLANS OR IF DIRECTED BY THE ENGINEER OF
RECORD.
FINAL GRADING AND PAVING OPERATIONS:
1. ALL INLET AND OUTLET PROTECTION SHALL BE PLACED AND
MAINTAINED AS SHOWN ON EROSION CONTROL PLANS AND DETAILS,
AND AS DESCRIBED IN SPECIFICATIONS AND AS DESCRIBED HEREIN.
2. NO CUT OR FILL SLOPES SHALL EXCEED 2:1 EXCEPT WHERE STABILIZED
BY ROCK FACED EMBANKMENTS OR EROSION CONTROL BLANKETS,
JUTE MESH AND VEGETATION. ALL SLOPES SHALL BE SEEDED, AND ANY
ROAD OR DRIVEWAY SHOULDER AND BANKS SHALL BE STABILIZED
IMMEDIATELY UPON COMPLETION OF FINAL GRADING UNTIL TURF IS
ESTABLISHED.
3. PAVEMENT SUB-BASE AND BASE COURSES SHALL BE INSTALLED OVER
AREAS TO BE PAVED AS SOON AS FINAL SUB-GRADES ARE ESTABLISHED
AND UNDERGROUND UTILITIES AND STORM DRAINAGE SYSTEMS HAVE
BEEN INSTALLED.
4. AFTER CONSTRUCTION OF PAVEMENT, TOPSOIL, FINAL SEEDING, MULCH
AND LANDSCAPING, REMOVE ALL TEMPORARY EROSION CONTROL
DEVICES ONLY AFTER ALL AREAS HAVE BEEN PAVED AND/OR GRASS
HAS BEEN WELL ESTABLISHED AND THE SITE HAS BEEN INSPECTED AND
APPROVED BY THE LOCAL LAND USE AGENT AND/OR ENGINEER OF
RECORD.
INSTALLATION OF SEDIMENTATION AND EROSION CONTROL MEASURES
I. SILTATION FENCE:
A.DIG A SIX INCH TRENCH ON THE UPHILL SIDE OF THE
DESIGNATED FENCE LINE LOCATION.
B. POSITION THE POST AT THE BACK OF THE TRENCH (DOWNHILL
SIDE), AND HAMMER THE POST AT LEAST 1.5 FEET INTO THE
GROUND.
C. LAY THE BOTTOM SIX INCHES OF THE FABRIC INTO THE TRENCH
TO PREVENT UNDERMINING BY STORM WATER RUN-OFF.
D. BACKFILL THE TRENCH AND COMPACT.
II. SILT SACK INLET PROTECTION:
A. REMOVE CATCH BASIN GRATE AND PROPERLY PLACE THE SILT
SACK INTO THE FRAME OF THE CATCH BASIN.
B. PLACE GRATE BACK ONTO FRAME AND ENSURE NO PORTIONS OF
THE SILT SACK HAVE SAGGED INTO THE CATCH BASIN.
C. ONCE GRATE IS PLACED BACK ONTO FRAME OBSERVE TO SEE IF
SILT SACK IS INSTALLED IN A MANNER THAT WILL ALLOW
FOR SEDIMENT TO BE FILTERED OUT DURING STORM EVENTS.
III. STRAW WATTLE:
A. STRAW WATTLE TO BE PLACED IN ACCORDANCE WITH
SHEET 2.31. ALL DAMAGED WATTLES AND POSTS SHALL BE
REPLACED AND PROPERLY REPOSITIONED AS NECESSARY.
B. STRAW WATTLE TO BE SECURED BY EITHER SAND BAG
(IMPERVIOUS AREAS) OR BY WOOD STAKE HAMMERED INTO
GROUND (PERVIOUS AREAS).
C. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE
WATTLE WHEN THEY EXCEED 3-4 INCHES IN HEIGHT.
IV. CONSTRUCTION ENTRANCE:
A. REMOVE ALL VEGETATION AND OTHER MATERIALS FROM THE
FOUNDATION AREA. GRADE AND CROWN FOUNDATION FOR
POSITIVE DRAINAGE.
B. PLACE 1-3" STONE A MINIMUM OF 100FT ALONG THE FULL WIDTH
OF THE CONSTRUCTION ACCESS ROAD. AGGREGATE SHOULD BE
PLACED AT LEAST 6" THICK.
C. GEOTEXTILE FILTER FABRIC SHALL BE PLACED BETWEEN STONE
FILL AND EARTH SURFACE TO REDUCE THE MIGRATION OF
SOIL PARTICLES FROM THE UNDERLYING SOIL INTO THE STONE
AND VICE VERSA.
D. ALL SURFACE WATER THAT IS FLOWING TO OR DIVERTED
TOWARD THE CONSTRUCTION ENTRANCE SHALL BE PIPED
BENEATH THE ENTRANCE.
E. FILTER FABRIC FENCE SHALL BE INSTALLED DOWN GRADIENT
FROM THE CONSTRUCTION ENTRANCE IN ORDER TO
CONTAIN ANY SEDIMENT-LADEN RUNOFF FROM THE ENTRANCE.
OPERATION AND MAINTENANCE OF SEDIMENTATION AND EROSION CONTROL
MEASURES
I . SILTATION FENCE:
A. ALL SILTATION FENCES SHALL BE INSPECTED AT A MINIMUM
WEEKLY OR AFTER EACH RAINFALL. ALL DETERIORATED FABRIC
AND DAMAGED POSTS SHALL BE REPLACED AND PROPERLY
REPOSITIONED IN ACCORDANCE WITH THIS PLAN.
B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE
FENCE WHEN THEY EXCEED A HEIGHT OF ONE FOOT.
II. SILT SACK INLET PROTECTION:
A. ALL SILT SACK INLET PROTECTION DEVICES SHALL BE
INSPECTED AT A MINIMUM WEEKLY OR AFTER EACH
RAINFALL. ALL DETERIORATE SILT SACKS AND SACKS THAT
APPEAR TO HAVE AN EXCESS OF SEDIMENT SHALL BE REPLACED
AND PROPERLY REPOSITIONED IN ACCORDANCE WITH THIS
PLAN.
B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM THE SILT SACKS
WHEN THEY EXCEED A COUPLE INCHES OF SEDIMENT WITHIN
THE CATCH BASIN.
III. STRAW WATTLE:
A. ALL COMPOSITE FILTER SOCKS SHALL BE INSPECTED AS A
MINIMUM WEEKLY OR AFTER EACH RAINFALL. ALL
DETERIORATED FABRIC AND DAMAGED POSTS SHALL BE
REPLACED AND PROPERLY REPOSITIONED IN ACCORDANCE
WITH THIS PLAN.
B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE
WATTLE WHEN THEY EXCEED A HEIGHT OF 4 INCHES.
IV. CONSTRUCTION ENTRANCE:
A. THE CONSTRUCTION ENTRANCE AND FENCE SHALL BE
INSPECTED AT A MINIMUM WEEKLY AND AFTER HEAVY
RAINS OR HEAVY USE.
B. REMOVE MUD AND HEAVY SEDIMENT TRACKED OR WASHED
ONTO PUBLIC ROAD IMMEDIATELY.
C. THE GRAVEL PAD SHALL BE TOPDRESSED WITH NEW STONE
WHEN MUD AND SOIL PARTICLES CLOG THE VOIDS IN THE
GRAVEL.
D. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF
CONTROL.
E. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
EROSION AND SEDIMENT CONTROL PLAN
1. CATCH BASINS WILL BE PROTECTED WITH HAY BALE FILTERS, SILT SACKS,
SILTATION FENCE, OR OTHER INLET PROTECTION DEVICES PER DETAILS,
THROUGHOUT THE CONSTRUCTION PERIOD AND UNTIL ALL DISTURBED
AREAS ARE THOROUGHLY STABILIZED.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE NEW
YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT
CONTROL, LATEST EDITION.
3. EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR
TO CONSTRUCTION WHENEVER POSSIBLE.
4. ALL CONTROL MEASURES WILL BE MAINTAINED IN EFFECTIVE CONDITION
THROUGHOUT THE CONSTRUCTION PERIOD.
5. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE
CONSTRUCTION PERIOD, IF NECESSARY OR REQUIRED OR AS DIRECTED BY
THE ENGINEER OF RECORD OR BY LOCAL GOVERNING OFFICIALS.
6. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE
DISPOSED IN A MANNER WHICH IS CONSISTENT WITH THE INTENT AND
REQUIREMENTS OF THE EROSION CONTROL PLANS, NOTES, AND DETAILS.
7. THE OWNER IS ASSIGNED THE RESPONSIBILITY FOR IMPLEMENTING THIS
EROSION AND SEDIMENT CONTROL PLAN. THIS RESPONSIBILITY INCLUDES
THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES,
INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE
REQUIREMENTS AND OBJECTIVES OF THE PLAN.
SOIL EROSION & SEDIMENT CONTROL NOTES
SILT FENCE
(DETAIL ST-13)
SOIL EROSION
& SEDIMENT
CONTROL NOTES
& DETAILS
NOTES
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 HARDWOOD.
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN
WIRE FENCE WITH TIES SPACES EVERY 24" AT TOP AND MID
SECTIONS. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6"
MAXIMUM MESH OPENING.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH
OTHER, THEY SHALL BE OVERLAPPED BY SIX (6) INCHES AND
FOLDED. FILTER CLOTH SHALL BE EITHER FILET 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.
DETAIL PROVIDED BY CITY OF SARATOGA SPRINGSSCALE: NTS DETAIL PROVIDED BY CITY OF SARATOGA SPRINGSSCALE: NTS
TREE PROTECTION DETAIL
(DETAIL L-4)TEMPORARY CONSTRUCTION FENCE DETAIL
SCALE: NTS
NOTES:
1.FENCING PANELS COMPLY WITH ASTM - A392-06 STANDARDS.
2.GALVANIZED STEEL, CORROSION-RESISTANT ZINC COATING.
3.36" BASE STANDS FOR STABILITY, NO DIGGING OR POST SETTING REQUIRED.
SAND BAGS TO BE USED FOR ADDED STABILITY.
4.TYPICAL FENCE WIDTH: 12', TYPICAL FENCE HEIGHT: 4', 6' & 8'.
5.SCREENING MADE OF RESILIENT HDPE POLYEHTYLENE, WITH 88% BLOCKAGE.
6.REINFORCED SCREENING WITH HEMMED EDGES AND STEEL GROMMETS.
7.SCREEN HEIGHT: 5'-8" FOR 6' FENCE OR 7'-8" FOR 8' FENCE.
8.SCREEN COLORS: GREEN, TAN, BLUE OR RED.
12' (TYP.)4', 6', OR 8' (TYP.)TEMPORARY CHAIN
LINK FENCE PANEL
36" FENCE BASE
STAND (TYP.)
STEEL FASTENERS
(TYP.)
CONCRETE WASH PIT DETAIL
SCALE: NTS
SCALE: NTS DETAIL PROVIDED BY CITY OF SARATOGA SPRINGS
1 10/16/23 Revised Per Engineering Comments
FF=
3
2
1
.
2
2
'
FF=
3
2
0
.
7
2
'
2" Craba
p
pl
e
2" Craba
p
pl
e
2" Crabapple
Rim=316.58'
Rim=316.71'
Rim=316.77'
8" PVC IN Inv.
=
3
1
2
.
3
8
'
6" PVC IN Inv.
=
3
1
1
.
7
9
'
8" PVC OUT In
v
.
=
3
1
1
.
4
1
'
31
6
3
1
8
317317317 318317318 31831
7
317
317 318318318
319
319
BALLST
O
N
A
V
E
N
U
E
HAMILTON STREETPROPOSED
2,344± SF
31'32'74'
FFE = 319.00
COORDINATE WITH CITY OF SARATOGA SPRINGS UTILITIES
DEPARTMENT FOR PROPOSED DOMESTIC WATER TAP INTO
EXISTING LATERAL; WATER SERVICE TO BE INSTALLED PER
CITY OF SARATOGA SPRINGS DPW STANDARDS AND
REQUIREMENTS. EXACT LOCATION OF EXISTING
WATERMAIN TO BE VERIFIED IN FIELD.
PROPOSED DOMESTIC SERVICE
BOX (TYPE AND LOCATION TO BE
COORDINATED WITH CITY OF
SARATOGA SPRINGS UTILITIES
DEPARTMENT)
PROPOSED 2" TYPE K COPPER
DOMESTIC SERVICE
CONNECT PROPOSED GAS SERVICES
INTO EXISTING GAS LATERAL AT
EXISTING SERVICE VALVE;
CONTRACTOR TO COORDINATE WITH
UTILITY PROVIDER AND INSTALL
SERVICE PER UTILITY PROVIDER'S
STANDARDS AND REQUIREMENTS.
PROPOSED ELECTRIC HANDHOLE;
CONTRACTOR TO INSTALL PER
UTILITY PROVIDER'S STANDARDS AND
REQUIREMENTS (TYP.)
PROPOSED UTILITY POLE
PROPOSED TELEPHONE / COMMUNICATION
HANDHOLE; CONTRACTOR TO COORDINATE WITH
UTILITY PROVIDER ON LOCATION, TYPE AND
UPGRADES THAT MAY BE REQUIRED PER UTILITY
PROVIDERS STANDARDS AND REQUIREMENTS
PROPOSED SECONDARY ELECTRIC
SERVICE
PR 2,000 GAL. GREASE INTERCEPTOR
TF (1): 318.40
TF (2): 318.30
TF (3): 318.20
PR INV (N), 4" SCH 40: 314.55
PR INV (E), 4" SCH 40: 314.30
96± LF OF 6" SDR 35
PVC PIPE @ S = 1.8%
29± LF OF 4" SDR 35 PVC
PIPE @ S = 5.0%
CONNECT BUILDING SEWER TO
EXISTING SANITARY MANHOLE W/
KOR-N-SEAL
EX RIM = 316.77
PR 6" INV (W) = 311.79
EX 8" PVC IN = 312.38
EX 6" PVC IN = 311.79
EX 8" PVC OUT = 311.41
SANITARY INVERTS = 315.5032± LF OF 4" SDR 35 PVC PIPE
@ S = 3.0%
PROPOSED SMH
TF: 318.00
PR INV (W), 4" SCH 40: 314.06
PR INV (N), 4" SCH 40: 314.06
PR INV (SE), 6" SDR-35: 313.23
8± LF OF 4" SDR 35 PVC
PIPE @ S = 3.0%
SANITARY CLEANOUT
PIPE CROSSING
BOTTOM OF STORM PIPE = 313.38
TOP OF SEWER PIPE = 313.01
(1)
(2)
(3)
SANITARY CLEANOUT
WATER MAIN / LATERAL
GAS LINE
ELECTRIC CONDUIT
SANITARY SEWER PIPE
UTILITY POLE
WATER VALVE
GAS METER
GREASE TRAP
LEGEND
PROPERTY LINE
RIGHT-OF-WAY LINE
ADJOINING LOT LINE
ELECTRIC METER
OVERHEAD ELECTRIC LINE
SEWER MANHOLE
UTILITY HANDHOLE
CABLE & TELEPHONE CONDUIT
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED CHIPOTLE
12 BALLSTON AVENUE (M-B-L: 165.83-1-3)
SARATOGA SPRINGS, NEW YORK
OWNER: SARATOGA PRIME PROPERTIES LLC / 215 BALLARD ROAD,
WILTON NY 12831
APPLICANT: COLLABDEV 2 LLC / 529 MAIN STREET,
BOSTON, MA 02129
Graphic Scale:
Rev. #:Date Description
KMS
21206201
ENGINEERING
Kevin Solli, P.E.
NY 092156
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
UTILITY
PLAN 2.51
10 0 10 20
06/09/23
1" = 10'
CJB
AWC
GENERAL NOTES
1.THESE PLANS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT FOR CONSTRUCTION. NO CONSTRUCTION
OR DEMOLITION SHALL BEGIN UNTIL FINAL APPROVAL OF THIS PLAN IS GRANTED.
2.ALL PROPOSED SITE WORK TO BE COMPLETED IN ACCORDANCE WITH ALL PERMITS, APPROVALS AND
CONDITIONS OF APPROVALS ISSUED BY LOCAL, STATE AND/OR FEDERAL REVIEWING AGENCIES.
3.EXISTING BOUNDARY, TOPOGRAPHY AND SITE CONDITIONS INFORMATION TAKEN FROM A PLAN ENTITLED
"MAP OF A TOPOGRAPHIC SURVEY MADE FOR SOLLI ENGINEERING, CITY OF SARATOGA SPRINGS, SARATOGA
COUNTY, NEW YORK", SCALE: 1" = 20', DATED OCTOBER 24, 2022, PREPARED BY VAN DUSEN & STEVES LAND
SURVEYORS.
4.ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF SARATOGA SPRINGS STANDARDS AND NEW YORK
STATE DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS IN THE ABOVE REFERENCED
INCREASING HIERARCHY. IF SPECIFICATIONS ARE IN CONFLICT, THE MORE STRINGENT SPECIFICATION
SHALL APPLY. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE OSHA,
FEDERAL, STATE AND LOCAL REGULATIONS.
5.PRIOR TO DEMOLITION OR CONSTRUCTION, THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" 72
HOURS BEFORE THE COMMENCEMENT OF WORK AT "(800) 962-7962" AND VERIFY ALL UTILITY AND STORM
DRAINAGE SYSTEM LOCATIONS. INFORMATION ON EXISTING UTILITIES AND STORM DRAINAGE SYSTEMS
HAS BEEN COMPILED FROM AVAILABLE INFORMATION INCLUDING UTILITY PROVIDER AND MUNICIPAL
RECORD MAPS AND/OR FIELD SURVEY AND IS NOT GUARANTEED CORRECT OR COMPLETE. UTILITIES AND
STORM DRAINAGE SYSTEMS ARE SHOWN TO ALERT THE CONTRACTOR TO THEIR PRESENCE AND THE
CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL
UTILITIES AND STORM DRAINAGE SYSTEMS INCLUDING SERVICES.
6.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY BE UNCOVERED
DURING EXCAVATION, CONSULT THE ENGINEER OF RECORD IMMEDIATELY FOR DIRECTIONS BEFORE
PROCEEDING FURTHER WITH WORK IN THIS AREA.
7.THE OWNER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY ZONING PERMITS REQUIRED BY GOVERNMENT
AGENCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND STATE PERMITS.
THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF INSURANCE AND PROVIDE
TRAFFIC CONTROLS NECESSARY FOR THIS PROJECT.
8.CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS AND CONSTRUCTION
DETAILS OF BUILDING AND SIDEWALKS ADJACENT TO THE BUILDING.
9.THE CONTRACTOR SHALL RESTORE ANY DRAINAGE STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS,
SIDEWALKS, LANDSCAPED AREAS OR SIGNAGE DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL
CONDITION OR BETTER, AS APPROVED BY THE ENGINEER OF RECORD. DURING CONSTRUCTION CONTRACTOR
IS TO HAVE THE SITE MAINTAINED FREE OF ALL TRASH, LITTER, DEBRIS AND OVERGROWN VEGETATION.
10.ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED IF REVIEWED AND
APPROVED BY THE OWNER, ENGINEER OF RECORD, AND REGULATORY AGENCY PRIOR TO INSTALLATION
DURING THE BIDDING PROCESS.
UTILITY NOTES
1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS REQUIRED
BY GOVERNMENT AGENCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL LOCAL AND
STATE PERMITS. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE PROOF OF
INSURANCE AND PROVIDE TRAFFIC CONTROLS NECESSARY FOR THIS PROJECT.
2.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC DEVICES FOR PROTECTION OF VEHICLES AND
PEDESTRIANS CONSISTING OF DRUMS, BARRIERS, SIGNS, LIGHTS, FENCES, AND UNIFORMED TRAFFIC
CONTROLLERS AS REQUIRED, ORDERED BY THE ENGINEER OF RECORD OR REQUIRED BY THE STATE AND
LOCAL GOVERNING AUTHORITIES.
3.ALL UTILITY WORK PROPOSED WITHIN THE CITY OF SARATOGA SPRINGS RIGHT OF WAY SHALL COMPLY
WITH CITY OF SARATOGA SPRINGS DPW AND ENGINEERING STANDARDS AND SPECIFICATIONS. PROPOSED
UTILITY WORK MAY REQUIRE LANE CLOSURES. COORDINATION WILL BE REQUIRED PRIOR TO
CONSTRUCTION.
4.ALL DISTURBANCE TO CITY, COUNTY, OR STATE PROPERTY DUE TO CONSTRUCTION SHALL BE RESTORED
TO ITS PREVIOUS CONDITION OR BETTER.
5.IF IMPACTED OR CONTAMINATED SOIL IS ENCOUNTERED BY THE CONTRACTOR, THE CONTRACTOR SHALL
SUSPEND EXCAVATION WORK OF IMPACTED SOIL AND NOTIFY THE OWNER AND/OR OWNER'S
ENVIRONMENTAL CONSULTANT PRIOR TO PROCEEDING WITH FURTHER WORK IN THE IMPACTED SOIL
LOCATION UNTIL FURTHER INSTRUCTED BY THE OWNER AND/OR OWNER'S ENVIRONMENTAL
CONSULTANT.
6.ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE.
7.GRADING CONTRACTOR SHALL RESTORE TO GRADE AND COMPACTION ALL AREAS DISTURBED BY
BUILDING CONSTRUCTION PRIOR TO ABSE AND PAVING OPERATIONS COMMENCING.
8.ALL WORK ASSOCIATED WITH THE INSTALLATION OF THE WATER, GAS AND ELECTRIC SERVICES SHALL BE
IN COMPLIANCE WITH UTILITY PROVIDER STANDARDS AND SPECIFICATIONS.
9.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING UTILITY COMPANIES 72 HOURS PRIOR TO BEGINNING OF
EXCAVATION.
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TAP AND TIE-IN FEES REQUIRED BY UTILITY
PROVIDERS.
ABBREVIATIONS
@
AC
BLDG
EX
FFE
GAL
INV
LF
MIN
PR
PVC
S
SCH
SDR
SMH
TF
TYP
(W)
(N)
(SE)
(E)
AT
ACRES
BUILDING
EXISTING
FINISHED FLOOR ELEVATION
GALLONS
INVERT
LINEAR FEET
MINIMUM
PROPOSED
POLYVINYL CHLORIDE
SLOPE
SCHEDULE
STANDARD DIAMETER RATIO
SANITARY MANHOLE
TOP OF FRAME
TYPICAL
WEST
NORTH
SOUTHEAST
EAST 1 10/16/23 Revised Per Engineering Comments
2" Cra
b
a
p
pl
e
2" Cra
b
a
p
pl
e
2" Crabapple
BALLS
T
O
N
A
V
E
N
U
E
HAMILTON STREETFFE = 319.00
1
NS
7
CH
1
TC
1
TC1
TC
1
NS
3
CA
8
SN
3
CH
5
NR
1
AM
4
IG
4
IG
1
CC
1
CC
1
AM
1
AM
3
CA
3
CA
Lands N/F of
Saratoga 16 LLC
B:1759 P:260
3
IG
6
SJ
5
SJ 5
SJ
2
HP
2
HP
7
HH
5
NR
EXISTING CRABAPPLE
3
HP
3
HP
PROPOSED BUIDLING
15
CR
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
LAWN
EXISTING CRABAPPLE
PLANT LIST
SYM.QTY.BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING
DECIDUOUS TREES
TC 3 Tilia cordata Littleleaf Linden 2 1
2"-3" cal.B&B
AM 3 Amelanchler canadensis Serviceberry 7' ht B&B
CC 2 Cercis canadensis Eastern Redbud 8'-10' ht.B&B, MULTI-STEM
NS 2 Nyssa sylvatica Black Tupelo 2 1
2"-3" cal.B&B
SHRUBS
CA 9 Clethra alnifolia 'Hummingbird'Hummingbird Clethra 18"-24" ht.
CH 10 Cornus alba 'ivory Halo'Ivory Halo Dogwood #5 cont.4'-6' ht. spd.
IG 11 Ilex glabra 'Nordic'Inkberry 18"-24" ht.
HP 10 Hydrangea paniculata 'Little Lime'Little Lime Hydrangea #5 cont.3'-5' ht. spd.
SJ 16 Spirea japonica 'Magic Carpet'Magic Carpet Spirea #3 cont.1'-2' ht, 2'-3' spread
PERENNIALS / GRASSES / GROUNDCOVERS / HERBACEOUS
HH 7 Hemerocallis 'Happy Returns'Happy Returns Daylily #2 cont.18"-24"
SN 8 Sedum spectabile 'Neon'Neon Sedum #2 cont.12" O.C.
NR 10 Nepeta Racemosa 'Walkers Low'Walkers Low Catmint #2 cont.
CR 15 Campsus radicans Trumpet Creeper #2 cont.12" O.C.
LEGEND
PROPERTY LINE
FLOWERING TREES
PERENNIALS
SHRUBS
EXISTING TREE
TREES
86425 10100
Scale: 1" = 10'
NOTES
1.SEE SHEET 2.62 FOR PLANTING NOTES
2.ALL DISTURBED AREAS SHALL BE SEEDED AS LAWN UNLESS OTHERWISE NOTED.
LAWN
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
PROPOSED
REDEVELOPMENT
12 BALLSTON AVENUE
SARATOGA SPRINGS, NEW YORK
Rev. #:Date Description
22105101
ENGINEERING
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
PLANTING
PLAN 2.61
1" = 10'
DRC
SEB
XX/XX/XX
1 10/16/2023 REVISED PER ENG. COMMENTS
12"MIN.18" MIN.3" BARK MULCHSET CROWN FLUSH WITHTOP OF MULCHPLANT PERENNIALS INCONTINUOUS BED OFSPECIFIED PLANTING SOILCOMPACTED / UNDISTURBEDSUBGRADEMULCH 3" MAXSTAKES 2"-2 12" DIA. OR SQ. 8' LONG USE 3 STAKES FOROVER 2" CAL. 2 STAKES- 2" CAL. & UNDERREMOVE ALL SYNTHETIC, STRING, BURLAP, AND OTHERMAN-MADE MATERIAL FROM THE ROOT BALL. THE WIREBASKET SHOULD BE FOLDED DOWN SEVERAL INCHES ASLONG AS THIS DOES NOT DAMAGE THE ROOT BALL.THE TREE PIT WILL BE DUG TO 3X THE DIAMETER OF THEROOT-BALL WHERE PRACTICAL OR MIN OF 2X THEROOT-BALL DIAMETER.ARBORTIENOTES:1.FILL THE TREE PIT WITH WATER AND ALLOW IT TO COMPLETELY PERCOLATE BEFORE PLANTING OR BACKFILLING2.REMOVE ALL CONSTRUCTION DEBRIS, ROCKS AND LARGE STICKS BEFORE AND DURING BACKFILLING.3.BACKFILL WITH THE SOIL THAT WAS REMOVED (UNLESS PLANTING IN HEAVY CLAY OR USING STRUCTURAL SOILS)4.BACKFILL WILL OCCUR IN 4"-6" LIFTS WATERING BEFORE ADDITIONAL FILL IS ADDED5.REFER TO THE URBAN & COMMUNITY FOREST MASTER PLAN FOR THE D.B.H. (DIAMETER AT BREAST HEIGHT) AND THE TREE SPECIES.6.ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF SARATOGA SPRINGS:BOTANICAL NAMECOMMON NAMETOTAL QUANTITYHEIGHT OR TRUNK DIA.SPACINGREMOVE TREE WRAP IF ANYEXISTS DO NOT ADD TREE WRAPFINISH GRADEUNDISTURBED SUBGRADEROOT CROWN SHOULD ALWAYSREMAIN EXPOSEDEVERGREENBARK MULCH 3" MIN.AMENDED TOPSOIL MIXTURE IN THEFOLLOWING RATIOS, BY VOLUME:20 PARTS TOPSOIL4 PARTS PEAT MOSS2 PARTS PEAT HUMUS1 PART FERTILIZER (10-6-4)UNDISTURBED SUBGRADEDECIDUOUS12"NOTES:ALL PLANT SPECIFICATIONS SHALL INCLUDE THE FOLLOWING INFORMATION, TO BE APPROVED BYTHE CITY OF SARATOGA SPRINGS:BOTANICAL NAMECOMMON NAMETOTAL QUANTITYHEIGHTSPREADSPACINGROOT TYPE12"TYP.PLANTING NOTES:1.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERYSTOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. PROVIDE QUALITY, SIZE, GENUS, SPECIES, VARIETY OFTREES AND SHRUBS INDICATED, AND ROOT BALL SIZE COMPLYING WITH APPLICABLE REQUIREMENTS OF ANSI Z60.1 “AMERICANSTANDARD FOR NURSERY STOCK.” ALL PLANTS SHOULD BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THELOCALITY OF THE PROJECT.2.PLANT SIZES: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMALPOSITION. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, MEASURE MAIN BODY OFTREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP-TO-TIP.3.ALL CONTAINER GROWN PLANTS SHALL SIZED ACCORDING TO ANSI Z60.1 FOR TYPE AND SIZE OF PLANT REQUIRED. PLANTS SHALL BEPREMIUM QUALITY, APPEAR 'FULL', OR 'HEAVY' WITHIN THEIR CONTAINER, AND BE REPRESENTATIVE OF THE CONTAINER SIZE SPECIFIED.PLANTS DEEMED TO BE SUBSTANDARD IN SIZE BY THE LANDSCAPE ARCHITECT WILL BE REJECTED.4.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN UNLESS OTHERWISE NOTED ON PLANT LIST.5.TREES SHOULD BE FRESHLY DUG DURING THE SEASON OF PLANTING, MARCH 1ST TO MAY 1ST FOR SPRING PLANTING AND OCTOBER15TH TO DECEMBER 15TH FOR FALL PLANTING. PLANTS KNOWN AS FALL DIG HAZARDS SHALL BE DUG IN THE SPRING ONLY.6.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THEDRAWINGS.7.IN GENERAL, PLANT SPECIES SUBSTITUTIONS WILL NOT BE ACCEPTED. IF SPECIFIED MATERIAL IS NOT OBTAINABLE, CONTRACTOR SHALLSUBMIT PROOF OF NON-AVAILABILITY TO LANDSCAPE ARCHITECT ALONG WITH PROPOSED SUBSTITUTION. ANY PROPOSEDSUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, SIZE, BRANCHING HABIT,FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT.8.THE LANDSCAPE ARCHITECT RETAINS THE RIGHT TO INSPECT TREES AND SHRUBS FOR SIZE AND CONDITION OF BALLS AND ROOTSYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURINGPROGRESS OF WORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE.9.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THELANDSCAPE ARCHITECT.10.THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED PLANT MATERIAL AND PLANT BEDS FOR APPROVAL BY THELANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING.11.INSTALLED PLANTS SHALL BEAR THE SAME RELATIONSHIP TO PROPOSED GRADE AS THEY BORE TO PREVIOUS GRADE. NO TREES SHALLBE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING.12.CONTRACTOR SHALL PROVIDE LONG LASTING, SLOW RELEASE STARTER FERTILIZER IN EACH PLANTING PIT FOR TREES, SHRUBS ANDPERENNIALS.13.ALL PLANT BEDS SHALL RECEIVE THREE INCHES (3") OF SHREDDED BARK MULCH. MULCH SHALL BE FREE FROM DELETERIOUSMATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF DOUBLE HAMMERED SHREDDED BARK MULCHCOMPRISED OF EITHER HARDWOOD OR SOFTWOOD SHREDDED BARK. SHREDDED BARK MULCH SHALL NOT EXCEED 3" IN GREATESTDIMENSION, AND SHALL BE DARK BROWN IN COLOR.14.PLANTS SHALL BE DELIVERED ONLY AS THEY CAN BE INSTALLED IN REASONABLE TIME. ALL PLANTS ARE SUBJECTED TO INSPECTION ATDELIVERY BY THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE.15.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THEPLANT LIST, THE PLANTING PLAN SHALL GOVERN.16.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE FOR A MINIMUM 30-DAY MONITORINGPERIOD AFTER NOTIFICATION OF SUBSTANTIAL COMPLETION, AND UNTIL FINAL ACCEPTANCE, WHICHEVER IS GREATER. MAINTENANCEINCLUDES PRUNING, WEEDING, WATERING, FERTILIZATION, AND RE-SEEDING AS NECESSARY.17.PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES.MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED PLANTINGS. 18.UPON COMPLETION OF ALL PLANTING WORK, THE CONTRACTOR SHALL REQUEST IN WRITING THAT THE LANDSCAPE ARCHITECTFORMALLY INSPECT THE PLANTING WORK. IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECTWILL ISSUE A WRITTEN CERTIFICATE OF SUBSTANTIAL COMPLETION.19.FOLLOWING THE ISSUANCE OF THE CERTIFICATE OF SUBSTANTIAL COMPLETION TO THE CONTRACTOR, THE CONTRACTOR SHALLMAINTAIN THE PLANTS FOR THE MAINTENANCE PERIOD SPECIFIED IN THIS SECTION.20.ACCEPTANCE STANDARDS AT END OF THE MAINTENANCE PERIOD:20.1.PLANTS SHALL BE FREE OF FROST CRACKS; SUN SCALD; DAMAGE DUE TO INSECTS, PESTS, AND DISEASE; STRUCTURAL DEFECTS;AND DAMAGE RESULTING FROM MACHINERY OR TOOLS. ALL PLANTS REGARDLESS OF THE SEASON OF REVIEW SHALL HAVE AMINIMUM OF 75 PERCENT HEALTHY, BALANCED BRANCHING STRUCTURE WITH A HEALTHY TERMINAL LEADER(S) WITH VIABLETERMINAL BUD(S). TREES SHALL BE PLUMB AND SHOW NO SIGNS OF UNEVEN SETTLING OR LEANING.20.2.LAWN AREAS SHALL HAVE A HEALTHY, UNIFORM STAND OF GRASS FREE OF WEEDS, SURFACE IRREGULARITIES, WITH COVERAGEEXCEEDING 90% OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5"X5"21.IF PLANT MATERIALS AND WORKMANSHIP ARE ACCEPTABLE, THE LANDSCAPE ARCHITECT WILL ISSUE A WRITTEN CERTIFICATE OF FINALACCEPTANCE TO THE CONTRACTOR.22.GUARANTEE: CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO REMAIN ALIVE AND BE IN A HEALTHY, VIGOROUS CONDITIONFOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF PLANTING WORK, AGAINST DEFECTS INCLUDING DEATH ANDUNSATISFACTORY WORK.23.CONTRACTOR SHALL REPLACE ALL PLANTS THAT ARE MORE THAN 25% DEAD OR, AS DETERMINED BY THE LANDSCAPE ARCHITECT, AREIN AN UNHEALTHY OR UNSIGHTLY CONDITION. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). REPLACEMENTSSHALL BE OF THE SAME SIZE AND SPECIES AS SPECIFIED ON THE PLANTING LIST.24.GRASS SEED: FRESH, CLEAN, DRY, NEW-CROP SEED COMPLYING WITH AOSA'S "RULES FOR TESTING SEEDS" FOR PURITY ANDGERMINATION TOLERANCES. PROVIDE SEED MIXTURE COMPOSED OF SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY,GERMINATION, AND MAXIMUM PERCENTAGE OF WEED SEED, AS FOLLOWS:PROPORTIONGERMINATIONPURITYCOMMON NAMEBY WEIGHTMINIMUMMINIMUMCREEPING RED FESCUE 50% 85%95%OR CHEWINGS FESCUE KENTUCKY BLUEGRASS25% 85% 90%PERENNIAL RYE25%90%90%25. TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE AS DETERMINED BY MECHANICAL ANALYSIS (ASTM 422)AND BASED ON THE 'USDA CLASSIFICATION SYSTEM' MAXIMUM CLAY CONTENT SHALL BE 10%. TOPSOIL SHALL BE FERTILE, FRIABLESOIL FREE OF STONES LARGER THAN ONE INCH IN ANY DIRECTION, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHEREXTRANEOUS MATTER AS DETERMINED BY THE OWNER'S REPRESENTATIVE, AND TOXIC MATTER HARMFUL TO PLANT GROWTH,TOPSOIL SPECIFICATION:GRADATION:SIEVE % PASSING BY WEIGHTCHEMICAL ANALYSISMIN. MAX.#10100PH RANGE5.2-7.0#207895ORGANIC MATTER4%-6%#406787MAGNESIUM35LB. PER AC#604878PHOSPHORUS 75LB/AC#1004075POTASSIUM 85LB/AC#2002863SOLUBLE SALTSNOT TO EXCEED 500 PPM#2702255.00227Scale: NTSTREE PLANTING1Scale: NTSSHRUB PLANTING2Scale: NTSPERENNIAL PLANTING3501 Main Street, Monroe, CT 0646811 Vanderbilt Ave, Norwood, MA 02062Sheet Title:Sheet #:Project:Drawn By:Checked By:Approved By:Project #:Plan Date:Scale:PROPOSEDREDEVELOPMENT12 BALLSTON AVENUESARATOGA SPRINGS, NEW YORKRev. #:DateDescription22105101ENGINEERINGT: (203) 880-5455 F: (203) 880-9695T: (781) 352-8491 F: (203) 880-9695PLANTINGDETAILS2.62NTSDRCSEBXX/XX/XX
320320320320
31
5
BALLST
O
N
A
V
E
N
U
E
HAMILTON STREETLIMIT OF 0.0 FOOTCANDLE
LIMIT OF 0.2 FOOTCANDLE
C1- 15'
C1- 17'
C1- 18'
C1- 19'
C1- 20'
C1- 9'
C1- 9'
C1- 9'
C1- 9'
C1- 21'
C1- 21'
C1- 21'
C1- 21'
C1- 21'
C1- 15'
C1- 16'
C1- 16'
C1- 17'
C1- 18'
C1- 19'
C1- 20'
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
Rev. #:Date Description
KMS
21206201
ENGINEERING
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
PROPOSED CHIPOTLE
12 BALLSTON AVENUE (M-B-L: 165.83-1-3)
SARATOGA SPRINGS, NEW YORK
OWNER: SARATOGA PRIME PROPERTIES LLC / 215 BALLARD ROAD,
WILTON NY 12831
APPLICANT: COLLABDEV 2 LLC / 529 MAIN STREET,
BOSTON, MA 02129
LIGHTING
PLAN 2.71
1" = 10'
06/09/23
CJB
MMH
LEGEND
PROPOSED FOOTCANDLES
PROPOSED POLE MOUNTED FIXTURES
LINE OF 0.2 & 0.0 FOOTCANDLES
PROPOSED RECESSED FIXTURE
GENERAL NOTES
LIGHTING NOTES
1.ALL LIGHT FIXTURES TO BE MOUNTED AND
INSTALLED PER MANUFACTURER
SPECIFICATIONS.
2.ALL WORK AND RELATED MATERIALS SHALL
COMPLY WITH CITY, COUNTY, AND OTHER
APPLICABLE GOVERNING AUTHORITY
REQUIREMENTS.
CALLOUT FIXTURE DESCRIPTION NOTES
FIXTURE SCHEDULE
MODEL LUMENSSYMBOLQTY
POLE MOUNTED FIXTURE
RECESSED FIXTURE
PROPOSED LIGHT POLE
SCALE: NTS
.
..
..
.
...
..
.
..
..
.
...
..
.
..
.FINISH GRADE
GROUNDING ROD
RIGID METAL CONDUIT
CONCRETE FOUNDATION
CURB
ANCHOR BOLTS (SIZES PER MFG)
PROVIDE GROUNDING TYPE INSTALLATION
LIGHT POLE
18" MIN
30"
4'
6"
18' HEIGHT
2'
DIA
LIGHT FIXTURE (SEE
LIGHTING SCHEDULE)
1.THESE PLANS ARE FOR PERMITTING PURPOSES
ONLY AND ARE NOT FOR CONSTRUCTION. NO
CONSTRUCTION OR DEMOLITION SHALL BEGIN
UNTIL APPROVAL OF THE FINAL PLANS IS GRANTED
BY ALL GOVERNING AND REGULATORY AGENCIES.
2.ALL PROPOSED SITE WORK IS TO BE COMPLETED IN
ACCORDANCE WITH ALL PERMITS, APPROVALS,
AND CONDITIONS OF APPROVALS ISSUED BY
LOCAL, STATE AND/OR FEDERAL REVIEWING
AGENCIES.
3.EXISTING BOUNDARY INFORMATION TAKEN FROM
A PLAN TITLED "MAP OF A TOPOGRAPHIC SURVEY
MADE FOR SOLLI ENGINEERING, CITY OF
SARATOGA SPRINGS, SARATOGA COUNTY, NEW
YORK", SCALE: 1" = 20', DATED OCTOBER 24, 2022,
PREPARED BY VAN DUSEN & STEVES LAND
SURVEYORS.
C1
P1
21
2
3K, 80 CRI, 10W, MOUNTING HEIGHT
SHOWN ON PLANNDR ELECTRIC, LED DOWNLIGHT, OB610-1015-3K-BRZ 1,700
CREE LIGHTING OSQ LED SERIES, MODEL OSQ-BLMSF-A-NM-4ME-B-30K,
POWDER COATED ALUMINUM, BRONZE
86W 30K LED, TYPE IV DISTRIBUTION
18' MOUNTING HEIGHT 8,251
PROPOSED CANOPY FIXTURE - C1
NDR ELECTRIC, LED DOWNLIGHT
SCALE: NTS
1 10/16/23 Revised Per Engineering Comments
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
Rev. #:Date Description
KMS
21206201
ENGINEERING
Kevin Solli, P.E.
NY 091256
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
PROPOSED CHIPOTLE
12 BALLSTON AVENUE (M-B-L: 165.83-1-3)
SARATOGA SPRINGS, NEW YORK
OWNER: SARATOGA PRIME PROPERTIES LLC / 215 BALLARD ROAD,
WILTON NY 12831
APPLICANT: COLLABDEV 2 LLC / 529 MAIN STREET,
BOSTON, MA 02129
CONSTRUCTION
DETAILS 3.01
NTS
CJB
JEP
06/09/23
TYPICAL METAL SIGN POSTS
SCALE: NTS60 - 3/8" DIA.HOLES 1"O.C.LENGTH AS REQ'D3-1/2"
3-1/2"
3-1/2"
C
1-3/4"
1-7/8"
1-3/4"
BA
1-5/8"
1-5/16"
1-5/8"
OR
WT.
4 LB.
3 LB.
3 LB.
C
B
A
DETAIL B
TYPICAL
METAL SIGN
DETAIL A
TYPICAL
METAL SIGN 3/8" DIA. HOLES 1"O.C.LENGTH AS REQ'D3"1"TAPER
OPTIONAL
DETAIL A
HOLE LOCATION
DETAIL B
HOLE LOCATION
NOTES
1.STEEL FOR POSTS SHALL CONFORM TO THE MECHANICAL REQUIREMENTS OF
ASTM AS 499-81 GRADE 60 AND TO THE CHEMICAL REQUIREMENTS OF ASTM
AI-76 CARBON STEEL TEE RAIL HAVING NOMINAL WEIGHT OF 91 LBS OR
GREATER PER LINEAR YARD.
2.AFTER FABRICATION ALL STEEL POSTS SHALL BE GALVANIZED TO MEET THE
REQUIREMENTS OF ASTM A-123.
3.SIGN MOUNTING HEIGHT TO BE APPROVED BY THE ENGINEER OF RECORD.
TAPER
OPTIONAL
3"
ACCESSIBLE PARKING SIGN
GREEN LETTERING ON
WHITE BACKGROUND
ALUMINUM
0.080" THICK
GALVANIZED U
CHANNEL POST
NOTE
SUPPORTS-SEE SIGN MOUNTING FOR
ACCESSIBLE SIGN DETAIL HEREON.
ACCESSIBLE SIGN DETAILS
SCALE: NTS
12" MIN.
1'-6" MIN.
WHITE SYMBOL ON
BLUE BACKGROUND
GREEN ARROW ON
WHITE BACKGROUND
GREEN LETTERING ON
WHITE BACKGROUND
C
B
A
1"
1"
± 1/2"
2 1/2"
1'-6"4'-0"(IF APPLICABLE)7'-0" (MIN)4'-0"PLAN VIEW
GROUND SURFACE GROUND/PAVING
SURFACE
3" MIN.
SITE SIGN BASE DETAILS
SCALE: NTS
PARTIAL ELEVATION
BREAK AWAY CHANNEL POST
NOTES: ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S
"MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL
CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
"U" - CHANNEL POST
(REFER TO SIGN
POST DETAIL)
SIGNAGE (STOP, PED
XING, DO NOT
ENTER, ETC...)
NOTE: MIN. HEIGHT
OF THE BOTTOM OF
THE LOWEST SIGN
SHALL BE 7' - 0"
IF APPLICABLE - USE 6"
SCH. 40 STEEL PIPE FILLED
W/ CONCRETE WITH TOP
ROUNDED, WITH PLASTIC
SLEEVE (COLOR TO BE
COORDINATED WITH
TENANT)
SEE BREAK AWAY
CHANNEL POST WHEN PIPE
BOLLARD IS NOT REQUIRED
SLOPE TOP OF
CONCRETE
3,500 PSI P.C.
CONCRETE
5/16" Ø STANDARD
GALVANIZED OR ZINC
PLATED SQUARE OR
HEX. HEAD MACHINE
BOLT WITH NUT
ACCESSIBLE PARKING SPACE DETAIL
(DETAIL SS-09)
6' MIN
LAST CURB SECTION
1-1/2"CONSTRUCTION
JOINTS
CURB TRANSITION DETAIL
SCALE: NTS
NOTES
1.CONCRETE SHALL BE 3500 PSI AIR ENTRAINED AT A 4" SLUMP.
2.TRANSVERSE CONTROL JOINTS 1/4" WIDE BY 3/4" DEEP, TO BE
FORMED EVERY 4'.
3.EXPANSION JOINTS WITH 1/2" PREMOLDED MATERIALS SHALL
BE PLACED EVERY 28' TO FULL DEPTH.
4.WEATHER PROTECTION AND CURING COMPOUNDS SHALL BE
USED IN ACCORDANCE WITH DOT SPECIFICATIONS.
5.ALL EDGES SHALL BE ROUNDED WITH A 1/4" EDGE TOOL
CONCRETE SIDEWALK DETAIL
(DETAIL SS-08)
SCALE: NTS
PAVEMENT REPAIR OVER TRENCH DETAIL
SCALE: NTS
PLASTIC SLEEVE OVER 6"
SCHEDULE 40 POST - GROUT
SOLID
NOTE
SECURE PLASTIC SLEEVE TO STEEL POST;
CONTRACTOR TO COORDINATE WITH
OWNER / TENANT REGARDING COLOR OF
PLASTIC SLEEVE
CONCRETE WASH
PAVING, SEE PLAN
AGGREGATE BASE4'-0"1"4'-0"3"2'-0" DIA. CONCRETE FOOTING
CONCRETE BOLLARD DETAIL
SCALE: NTS
CONCRETE PAD DETAIL
SCALE: NTS
BROOM FINISH
FINISH GRADE
8"
12"
4"
SUB GRADE
COMPACTED TO 95%
NO. 8 CRUSHED STONE OR
DENSE GRADED CRUSHED
STONE FOR SUB-BASE
2%
4,000 PSI
CONCRETE
12"
SEE PLAN FOR LENGTH AND WIDTH
#3 REBAR @ 6" x 6" X W2.0 x W2.0 W.W.M.,
BOTH DIRECTIONS, EPOXY COATED
STANDARD DUTY BITUMINOUS PAVEMENT DETAIL
(DETAIL SS-5)
DETAIL PROVIDED BY CITY OF SARATOGA SPRINGSSCALE: NTS
DETAIL PROVIDED BY CITY OF SARATOGA SPRINGSSCALE: NTSDETAIL PROVIDED BY CITY OF SARATOGA SPRINGS
EXISTING PAVEMENT
SURFACE
NEAT CUT EXISTING
PAVEMENT AND PAINT WITH
LIQUID BITUMEN PRIOR TO
PAVING
NOTES
1.ALL BITUMINOUS CONCRETE, AGGREGATE STABILIZED COURSE, SUBBASE AND
LIQUID BITUMEN SHALL CONFORM TO THE MATERIALS, EQUIPMENT AND
CONSTRUCTION REQUIREMENTS AS PER STATE SPECIFICATIONS.
2.THE CONTRACTOR SHALL MAINTAIN 15' WIDE TRAVEL WAY ROAD CROSSINGS AT
ALL TIMES DURING CONSTRUCTION. THE USE OF STEEL PLATES IS PERMITTED.
TRENCH WIDTH
1'-6"
MIN.
CONCRETE CURBING AT TURF DETAIL
(DETAIL SS-17)
DETAIL PROVIDED BY CITY OF SARATOGA SPRINGSSCALE: NTS
CONCRETE CURBING AT SIDEWALK DETAIL
(DETAIL SS-18)
DETAIL PROVIDED BY CITY OF SARATOGA SPRINGSSCALE: NTS
4'-6"
5'-0"
3'-2"
1'
PAVEMENT
MARKING DETAIL
SCALE: NTS
ACCESSIBLE PARKING SYMBOL DETAIL
SCALE: NTS
NOTE
CONSTRUCT SIGN IN ACCORDANCE WITH DOT SPECIFICATIONS.
FINISHED GRADE
BACKFILL
CONCRETE BASE
(24" SQUARE)84"MIN.18"6"12"30" OR AS SPECIFIEDON SHEET 2.11TYPICAL SIGN MOUNTING DETAIL
SCALE: NTS
SEE SITE PLAN
(SHEET 2.11) FOR
SIGN DETAILS /
DIMENSIONS
GALVANIZED
U-CHANNEL POST
MIN. 24"
DUMPSTER PAD ENCLOSURE - CEDAR FENCE (GRAY STAIN)
SCALE: NTS
Mid-Railis standard
on 4 1/2' and over
1" (Typ.) CLEARANCE
(UNDER FENCE)
8'
91" (INSIDE MEASURE)
3/4" x 4" FACIA BOARD
1-3/16" x 1-5/8" END CHEAT
7/8" x 2-3/4" HORIZONTAL RAIL
3-1/4"
RAIL
11
2"
EXTRA LONG POST NEEDED FOR
STEPPING
SECTION-FRAME SIDE DOUBLE GATE
FRAME SIDE
CAP
END VIEW
TOP VIEW
3/4"x4"
FACIA
8' WIDE
1-1/2" BEVELED EDGE (TYP.)
POST6'7/8"x2-3/4"HORIZ. RAIL
1-3/16"x1-5/8"END
CLEAT
16d BOX NAIL GALV.
5"x5"
POST
5"
PAVEMENT MATCH TREATMENT (SAWCUT) DETAIL
SCALE: NTS
EXISTING BITUMINOUS
PAVEMENT
PROPOSED BITUMINOUS
PAVEMENT
SAW CUT, CLEAN AND PAINT
WITH LIQUID BITUMEM
NOTES
1.OVERLAP BOTH PROPOSED BITUMINOUS CONCRETE COURSES OVER
EXISTING SUBBASE.
2.MINIMUM THICKNESS TO BE SAME AS PROPOSED BITUMINOUS OR MATCH
THICKNESS OF EXISTING PAVEMENT, WHICH EVER IS GREATER.
1'-0"SEE NOTE 2
PROPOSED BITUMINOUS
PAVEMENT
REFER TO BITUMINOUS
PAVEMENT DETAIL
HEREON
1 10/16/23 Revised Per Engineering Comments
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
Rev. #:Date Description
KMS
21206201
ENGINEERING
Kevin Solli, P.E.
NY 091256
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
PROPOSED CHIPOTLE
12 BALLSTON AVENUE (M-B-L: 165.83-1-3)
SARATOGA SPRINGS, NEW YORK
OWNER: SARATOGA PRIME PROPERTIES LLC / 215 BALLARD ROAD,
WILTON NY 12831
APPLICANT: COLLABDEV 2 LLC / 529 MAIN STREET,
BOSTON, MA 02129
CONSTRUCTION
DETAILS 3.02
NTS
CJB
JEP
06/09/23
TYPICAL ROOF LEADER CONNECTION DETAIL
SCALE: NTS DETAIL PROVIDED BY ADS
SANITARY CLEANOUT DETAIL
SCALE: NTS
18"x18" PAD 28 DAY
3000 PSI CONCRETE
GRADE
CAST IRON COVER
READS "SANITARY"
CLEAN-OUT PLUG
CAST IRON
CLEAN-OUT BOX
6" PVC
10"
SANITARY PIPE
CLEAN-OUT BOX IS
INDEPENDENT OF PIPE AND
THEREFORE IS FREE TO MOVE
WITH THE SETTLEMENT OF
THE GUIDE
PRECAST CONCRETE CATCH BASIN DETAIL
(DETAIL ST-4)
PRECAST SANITARY MANHOLE DETAIL
(DETAIL SA-2)
DETAIL PROVIDED BY CITY OF SARATOGA SPRINGSSCALE: NTS
DETAIL PROVIDED BY CITY OF SARATOGA SPRINGSSCALE: NTSDETAIL PROVIDED BY NYSDOTSCALE: NTS
DETECTABLE WARNING STRIP DETAIL
DETAIL PROVIDED BY NYSDOTSCALE: NTS
ADA ACCESSIBLE RAMP TYPE 9 DETAILPATIO FENCE DETAIL (OR APPROVED EQUAL)
SCALE: NTS SCALE: NTS
TENANT SPECIFIC DIRECTIONAL SIGNAGE DETAIL
2,000 GALLON GREASE TRAP DETAIL
SCALE: NTS
BENCHWALL AND CHANNEL FOR SANITARY MANHOLE DETAIL
(DETAIL SA-4)
DETAIL PROVIDED BY CITY OF SARATOGA SPRINGSSCALE: NTS
1 10/16/23 Revised Per Engineering Comments
WATER SERVICE CONNECTION DETAIL
(DETAIL W-02)
DETAIL PROVIDED BY CITY OF SARATOGA SPRINGSSCALE: NTS
TYPICAL ELECTRICAL/TELEPHONE/CABLE AND GAS TRENCH
SCALE: NTS
SPECIAL FOUNDATION, IF ORDERED BY ENGINEER
3/4" CRUSHED STONE TO BE INSTALLED TO DEPTH
DETERMINED BY GEOGRAPHICAL ENGINEER IN
PEAT AND UNSUITABLE SOIL AREAS
7" SAND BED FROM
MAIN TO METER PIT
(GAS LINE ONLY) 1'-0"
MIN IN ROCK.
12" SAND COVER OVER
PIPE
METAL STRIPS BURIED 12" ABOVE P.E.
PIPE EVERY 5' & AT BENDS (GAS LINES
ONLY) MARKING TAPE BURIED OVER
ELECTRIC AND TELEPHONE CONDUITS
TRENCH WIDTH: 1'-6" (GAS) 1'-0" ELECT.,
TELE. AND CATV. 3'-0" WHEN ELEC.,
CATV, & TEL. ARE GROUPED IN TRENCH
BOTTOM OF
CONDUIT
TRENCH
APPROVED COMPACTED %
MAX DRY BACKFILL (95
DENSITY) COMPACTION PER
ASTM D1557 IN 8" LIFTS
3'-6" (FOR GAS)3'-0" (FOR ELECT.)2'-0" (FOR TEL. & CATV)4" TOPSOIL
IN EARTH IN PAVEMENT
SEE DETAIL FOR PAVEMENT
SECTION ON 3.01
UTILITY SEPARATIONS DETAIL
(DETAIL W-07)
DETAIL PROVIDED BY CITY OF SARATOGA SPRINGSSCALE: NTS
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
Rev. #:Date Description
KMS
21206201
ENGINEERING
Kevin Solli, P.E.
NY 091256
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
PROPOSED CHIPOTLE
12 BALLSTON AVENUE (M-B-L: 165.83-1-3)
SARATOGA SPRINGS, NEW YORK
OWNER: SARATOGA PRIME PROPERTIES LLC / 215 BALLARD ROAD,
WILTON NY 12831
APPLICANT: COLLABDEV 2 LLC / 529 MAIN STREET,
BOSTON, MA 02129
CONSTRUCTION
DETAILS 3.03
NTS
CJB
JEP
06/09/23
HYDRODYNAMIC SEPARATOR
SCALE: NTS
PLAN VIEW
N.T.S.
SECTION A-A
N.T.S.
A
A
A
FRAME & GRATE FIBERGLASS INLET
AND CYLINDER
PVC HYDRAULIC
SHEAR PLATE
CENTER OF CDS STRUCTURE, SCREEN
AND SUMP OPENING
TOP SLAB ACCESS
60" I.D. MANHOLE
STRUCTURE
+/-65°
MAX.
CONTRACTOR TO GROUT TO
FINISHED GRADE
GRADE RINGS/RISERS
PERMANENT
POOL ELEV.
OUTLET PIPE
+/-135°
MAX.
FIBERGLASS SEPARATION
CYLINDER AND INLET
INLET PIPE (MULTIPLE
INLET PIPES MAY BE
ACCOMMODATED)
OIL BAFFLE
SKIRT
SEPARATION
SCREEN
PVC HYDRAULIC
SHEAR PLATE
SOLIDS
STORAGE SUMP
VARIES
(5'-3") MINIMUM
(2')1'-9"
(4')
2'-7"
2½” RETAINER
5’-7”
6'-0"1'-7"2’-0”4’-8”1’-5”3”15”
20”
18"2’-0”4’-8”1’-5”3”MONUMENT SIGN DETAIL
SCALE: NTS2'-10"1'-4"1'-2"
SLOPE
1/8"HIEGHT VARIES4"
2"1'-0"
1'-2"
8"3'-0"CONCRETE STEP DETAIL
SCALE: NTS
COMPACTED SUBGRADE
#4 REBAR 12" C/C
EACH WAY
1/2"R AT NOSING
4" CONC. WALK
#3 NOSE BAR (TYP.)
8" WIDE CONC.
CHEEKWALL (EACH SIDE)
3/4" CHAMFER ON
EACH SIDE OF CHEEKWALL
1/2" EXPANSION
JOINT WITH SEALANT
NOTES
1.ALL TUBING SHALL BE 1-1/4"-2" DIA. STAINLESS STEEL.
2.WELD AND GRIND ALL JOINTS SMOOTH.
3.PRIME AND PAINT ALL EXPOSED STEEL (BLACK).
4.PROVIDE HANDRAIL AT EACH SIDE OF STAIRS IN CHEEKWALL OF STAIRS.
5.CHEEKWALL REINFORCEMENT 2-#4 REBAR CONTINUOUS TOP TO BOTTOM.
6.PROVIDE 6" SLEEVE IN CONCRETE CHEEKWALL TO SECURE RAIL POST
WITH POR ROC COMPOUND.
7.CONCRETE FINISH LIGHT BROOM.
RISE: 8"
RUN: 9"
PAVING AS REQUIRED BY
CITY/STATE
5'-6" MIN. COVERUTILITY
IDENTIFICATION
TAPE (NON
DETECTABLE)MIN.2'-0"PIPE DIA.
1'-6"
MIN.
1'-6"
MIN.
TYPICAL WATER
SERVICE TRENCH
SCALE: NTS
APPROVED BANK GRAVEL
COMPACTED IN 6" LIFTS TO 2'
ABOVE TOP OF PIPE
APPROVED BACKFILL
MATERIAL COMPACTED PER
TOWN/CITY/STATE
REQUIREMENTS
COMPACTED SUB BASE PER
CITY/STATE REQUIREMENTS
COMPACTED ROAD BASE PER
TOWN/CITY/STATE
REQUIREMENTS
12" THICK CRUSHED
STONE BASE
PAVEMENT PER CITY
REQUIREMENTS
GRAVEL OR PROCESSED
AGGREGATE
VERTICAL LIMIT OF PAYMENT LINE
IN ROCK
SELECT MATERIAL THOROUGHLY
COMPACTED
NO ROCK SHALL BE CLOSER THAN 4"
FROM OUTSIDE OF PIPE
HORIZONTAL LIMIT OF PAYMENT
LINE IN ROCK 6" BELOW PIPE GRAVEL OR CRUSHED STONE BEDDING
RESTORE TO ORIGINAL
CONDITION TOP SOIL (6" MIN)
IN EARTHIN ROCK
BACKFILL WITH SUITABLE
MATERIAL
IN PAVEMENT IN GRASS AREAS
4' - 5"
12"
4"
4"6"
4"4"
STORM TRENCH DETAIL
SCALE: NTS
1 10/16/23 Revised Per Engineering Comments
TYPICAL SANITARY SEWER TRENCH SECTION
SCALE: NTS DETAIL PROVIDED BY NYSDOT
SINGLE ROW CENTER
SINGLE ROW END
SINGLE ROW CENTER
SINGLE ROW END
*D2E
IN8O7T
TO GZ ED *D2E
IN8IN
(RO/ YSW
O7TLET
CONTROL
STR7CT7RE
SEE DET#IL
PR 3' OPEN-BOTTOM RETAIN-IT DETENTION SYSTEM
(OR APPROVED EQUAL) W/ 6" STONE BOTTOM
TOTAL NUMBER OF CHAMBERS: 3 CHAMBERS
TOC ELEV: 316.47'
BOC ELEV: 312.80'
BOS ELEV: 312.30'
12" PVC OUTLET CONTROL RISER INV: 313.85
4" LOW-FLOW ORIFICE: 312.30
12" HDPE OUTLET INV: 311.30
RISER
TF: 318.00
RISER
TF: 318.00
12" HDPE INLET INV: 312.83
501 Main Street, Monroe, CT 06468
11 Vanderbilt Ave, Norwood, MA 02062
Sheet Title:Sheet #:
Project:
Drawn By:
Checked By:
Approved By:
Project #:
Plan Date:
Scale:
Rev. #:Date Description
KMS
21206201
ENGINEERING
Kevin Solli, P.E.
NY 091256
T: (203) 880-5455 F: (203) 880-9695
T: (781) 352-8491 F: (203) 880-9695
PROPOSED CHIPOTLE
12 BALLSTON AVENUE (M-B-L: 165.83-1-3)
SARATOGA SPRINGS, NEW YORK
OWNER: SARATOGA PRIME PROPERTIES LLC / 215 BALLARD ROAD,
WILTON NY 12831
APPLICANT: COLLABDEV 2 LLC / 529 MAIN STREET,
BOSTON, MA 02129
CONSTRUCTION
DETAILS 3.04
NTS
CJB
RHF
10/16/23
3' UNIT RETAIN - IT DETAIL
SCALE: NTS DETAIL PROVIDED BY RETAIN-IT STORMWATER MANAGEMENT SYSTEMS
UG SYSTEM RISER DETAIL
SCALE: NTS
UG SYSTEM PLAN VIEW DETAIL
SCALE: NTS