HomeMy WebLinkAbout20230524 12 Ballston Chipotle Site Plan Revised Civil Drawings 2023 11 22CIRF
CIRF
WV
WV
TR
TR
G
2" Craba
p
pl
e
2" Craba
p
pl
e
2" Crabapple
Area
13959.8 Sq. Fee
t
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'R
3
'
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'PROPOSED CONCRETE
APPROACH APRONHAMILTON 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
2 11/22/23 Revised Per Engineering Comments
FF=
3
2
1
.
2
2
'
FF=
3
2
0
.
7
2
'
2" Craba
p
p
l
e
2" Craba
p
p
l
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 Inv
.
=
3
1
1
.
4
1
'
316
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
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 11/22/23 Revised Per Engineering Comments
WV
WV
TR
TR
TR
G
G
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
MS
7
CH
1
MS
1
MS
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
1
CC
PLANT LIST
SYM.QTY.BOTANICAL NAME COMMON NAME SIZE REMARKS/SPACING
DECIDUOUS TREES
AM 3 Amelanchler canadensis Serviceberry 7' ht.B&B
CC 3 Cercis canadensis Eastern Redbud 8'-10' ht.B&B, MULTI-STEM
MS 3 Malus 'Snowdrift'Snowdrift Crabapple 1 1
2" -2" 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
06/09/2023
1 10/16/2023 REVISED PER ENG. COMMENTS
2 11/07/2023 REVISED PER ENG. 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"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
SAND COMPACTED IN 6"
LIFTS TO 2' ABOVE TOP OF
PIPE
NYSDOT SELECT GRANULAR
FILL COMPACTED TO 95%
MODIFIED PROCTOR
SEE STANDARD DUTY BITUMINOUS
PAVEMENT DETAIL (SS-5) FOR
PAVEMENT AND SUBBASE
12" THICK CRUSHED
STONE BASE
VERTICAL LIMIT OF PAYMENT LINE
IN ROCK
NYSDOT SELECT GRANULAR FILL
COMPACTED TO 95% MODIFIED PROCTOR
NO ROCK SHALL BE CLOSER THAN 4"
FROM OUTSIDE OF PIPE
HORIZONTAL LIMIT OF PAYMENT
LINE IN ROCK 6" BELOW PIPE 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
12"12"
SEE STANDARD DUTY BITUMINOUS
PAVEMENT DETAIL (SS-5) FOR
PAVEMENT AND SUBBASE
2 11/22/23 Revised Per Engineering Comments
12"
LIMIT OF 12" THICK
CRUSHED STONE
BASE