HomeMy WebLinkAbout20230143 17 Park Subdivision SurveyLANDS NOW OR FORMERLY OF
THE PRESBYTERIAN CONGREGATION
CHURCH OF SARATOGA
165.84-1-76
LANDS NOW OR FORMERLY OF
DAVID P. GUARINO AND LINDA E. HANER
165.84-1-1.1
LANDS NOW OR FORMERLY OF
WILLIAMW. AND MEAGAN L. LYONS
165.84-1-75
LANDS NOW OR FORMERLY OF
ST. PETERS CHURCH
165.84-1-74
LANDS NOW OR FORMERLY OF
MARK T. AND MICHELE M. PHILLIPS
165.84-1-73
LANDS NOW OR
FORMERLY OF
JOHANNA W., ANDERSON
CLAUDE D. ANDERSON
ZOE L. ANDERSON
LARS B. ANDERSON
165.84-1-62
LANDS NOW OR
FORMERLY OF
A. DAVIS MEAD, III
& ROXANNE MEAD
165.84-1-61
LANDS NOW OR FORMERLY OF
JAMES N. MITTLER
165.84-1-63
LANDS NOW OR FORMERLY OF
COLLEEN G. DOWNING FAMILY TRUST
COLLEEN G. DOWNING &
SHERI CERNY
165.84-1-64
LANDS NOW OR FORMERLY OF
DEREK G. AND LEE ANNE OLSEN
165.84-1-58
LANDS NOW OR FORMERLY OF
JOHN P. PHILLIPS
165.84-1-60
165.84-1-59
LANDS NOW OR
FORMERLY OF
MARLENE A.
LOEFFLER
165.84-1-50
LANDS NOW OR
FORMERLY OF
MARLENE H. AND
JOHN M. WOOD
165.84-1-3
LANDS NOW OR FORMERLY OF
STEPHEN P. AND DEBRA A. OSHEA
165.84-1-4
LANDS NOW OR
FORMERLY OF
STEPHEN P.
& DEBRA A.
OSHEA
165.84-1-8
LANDS NOW OR
FORMERLY OF
STEPHEN P. AND
KEVIN M. OSHEA
165.84-1-7
LANDS NOW OR FORMERLY OF
JAMES B. LLOYD AND
DEBORAH L. THOMAS
165.84-1-6
LANDS NOW OR FORMERLY OF
ARTHUR B. PORTER, III
AND KATHERINE A. HOOPER
165.84-1-5
LANDS OCCUPIED BY
THE CONDOMINIUMS AT 11 COTTAGE, INC.
LANDS NOW OR FORMERLY OF
ANDREA H. GARDNER
165.76-2-1.2
LANDS NOW OR FORMERLY OF
FOLEY HOUSE LLC
165.76-1-1.1
LANDS NOW OR FORMERLY OF
MARK G. AND NICOLE T. HERWIG
165.76-2-2
LANDS NOW OR FORMERLY OF
NICOLE MARIE BYRNE
165.76-2-4
LANDS NOW OR FORMERLY OF
DANIEL S. KELLEY AND
SUSAN V. MERJOS
165.76-2-3
LANDS NOW OR FORMERLY OF
RONNE A. ISRAEL
165.76-2-5.1
LANDS NOW OR FORMERLY OF
MICHAEL J. AND DEIRDRE S. LADD
165.76-2-5.2
LANDS NOW OR FORMERLY OF
THE BEAGLE SCHOOL
165.76-2-29
LANDS NOW OR FORMERLY OF
STEPHEN AND SHEILA McINTYRE
165.76-2-7.22
LANDS NOW OR FORMERLY OF
DANIEL D. MANEY
165.76-2-8
PARK PLACE
REGENTSTREETSOUTH EAST STREETCOTTAGE STREETSITE
30
0
F
T
.
F
R
O
M
S
I
T
E
(
T
Y
P
.
)
28-32 WHITE STREET CONDOMINIUMS
LANDS N/F DAVID W, WRONOWSKI
165.76-6-101
LANDS N/F LAURA A. SAUSVILLE
165.76-6-102
LANDS N/F THERESE E. BOSSE
165.76-6-103
LANDS N/F MARIESA A. KREIS
165.76-6-104
LANDS N/F ERIC I. AND LYNELL S. ENGELMYER
165.76-6-105
LANDS N/F PATRICK CONLON
165.76-6-106
LANDS N/F KATHLEEN BOLTON
165.76-6-107
LANDS N/F KATHRYN FLACKE MUNCIL 165.76-7-101
LANDS N/F DAVID A. MERWITZ & CRYSTAL A. AYRES 165.76-7-102
LANDS N/F CHARLES E. MARTIN 165.76-7-103
LANDS NOW OR FORMERLY OF
FSA-36 WHITE LLC
065.76-2-9
THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE
DEED DATED APRIL 26, 2021 FROM DAVID P. GUARINO AND LINDA E. HANER
TO CHRISTOPHER M. LaPOINTE AND MEGAN M. LaPOINTE AND RECORDED IN THE
SARATOGA COUNTY CLERK'S OFFICE AS DEED NO. 2021015540.
DEED REFERENCE:
1.)
OR A TITLE REPORT.
1.)
NOTES:
DATE SIGNED
CHAIRPERSON
BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS.
APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED
DANIEL C. WHEELER P.L.S. LIC. NO. 50,137
ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE
CERTIFICATION:
PLANNING BOARD PROJECT NO. 2023..
OF THE NEW YORK STATE EDUCATION LAW.
UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB-PARAGRAPH (2)
PROJECT OWNER/DEVELOPER
CHRISTOPHER M. AND MEGAN M. LaPOINTE
PHONE: 917-513-5759
TITLE PAGE
SUBDIVISION OF LANDS OF
SARATOGA SPRINGS, NEW YORK 12866
(INSIDE DISTRICT)
SARATOGA COUNTY, NEW YORK
1 INCH = 10 FEET
CITY OF SARATOGA SPRINGS
SCALE:
LOCATION:
TITLE:
110-A REGENT STREET
MAP NO.
DATE:
JANUARY 12, 2023
SHEET 1
2023-01-04
P.L.S. LIC. NO. 50,137
DANIEL C. WHEELER
PROFESSIONAL LAND SURVEYING
SSOCIATES, LLC
432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866
PH. (518) 583-7302 FAX (518) 583-7303
DANIEL C. WHEELER, LSSURVEYA
OF THE APPLICANT/DEVELOPER ARE REQUIRED. THE COST OF THE
CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE
APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER
THE COST OF THE INSPECTIONS MUST BE ESTABLISHED PRIOR
THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE
BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE
BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE
ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE
NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE
PLANS AND AN AS-BUILT DRAWING HAS BEEN PREPARED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.
THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED
STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY.
MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR
WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED
DEBRIS ONTO A PUBLIC ROAD.
8.)
TO ANY CONSTRUCTION.
6.)
7.)
PROJECT.
5.)
ELEVATIONS ESTABLISHED FROM INFORMATION SUPPLIED BY THE
THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING
WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION.
CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE
ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED
SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR
CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE.
TO A LOCATION APPROVED BY THE CITY ENGINEER.
SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS.
ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES,
CITY OF SARATOGA SPRINGS - STANDARD NOTES:
2.)
3.)
4.)
1.)
CHRISTOPHER M. AND
MEGAN M. LaPOINTE
MINIMUM SETBACKS:
MIN. CORNER SIDE: 8 FT.
TOTAL SIDE: 12 FT.
ONE SIDE: 5 FT.
REAR: 25 FT.
FRONT: 10 FT.
ZONING DISTRICT: UR-4
ZONING INFORMATION:
LOT LINES 4 FT.
PRINCIPAL BUILDING WITHIN 20' OF SIDE
MAXIMUM FIRST FLOOR ELEVATION WHEN
MAXIMUM IMPERVIOUS SURFACE COVERAGE: 75%
MINIMUM LOT SIZE: 3,000 SQ. FT. / D.U. (RESIDENTIAL)
MAXIMUM BUILDING HEIGHT: 40 FT.
MINIMUM LOT WIDTH: 60 FT. (SF) 80 FT. 2F
MAXIMUM BUILDING COVERAGE: 40%
MAP REFERENCE:
FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. "M2021028".
REVISED ON DECEMBER 8, 2020, MADE BY SURVEY ASSOCIATES, LLC AND
MAP ENTITLED "21 PARK PLACE SUBDIVISION", DATED AUGUST 10, 2016, LAST1.)
SITE VICINITY MAP
1 INCH = 50 FEET
104 REGENT STREET AND 19 PARK PLACE
DEED NO. 2014009185
JOHANNA W. ANDERSON, TRUSTEE
LANDS NOW OR FORMERLY OF
D
30' @
0
.
7
%
CON
C
.
CUR
B
ST
ST
ST
ST
ST
ST STSTST
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSS
SS
D
YH WV
WV
S
AP
P
R
O
X
. 490
F
T
.
OF 12
"
S
T
O
RM @
0
.
4
%
FIRE
HYDRANT
CB
RIM = 308.82
INV. = 300.5ā
RIM = 309.45
SSMH WIDTH OF PAVEMENT = 27± FT.RIGHT OF WAY = 50 FT.REGENTSTSTSTSTSTSTSTSTSTSTSTSTSTSTW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FLOW
4"
W
A
TER
M
A
I
N
S
STREETBRICK SIDEWALK
8 FT. BLDG. L
I
N
E
10
F
T
.
BLD
G
.
LIN
E
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
WWWWWWWWWWWWWWWWWWWWWWWWW
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
S
+
309.7
INV. = 302.25
RIM = 309.63
STORM MH
SSMH
RIM = 309.88
10" INV. = 301.35
CB
RIM = 309.20
INV. 10" PVC = 305.04
4" WATER MAIN
N4
6
°
42'
2
0
"E
N43°08'30
"
W
DEED NO. 2011040519
WILLIAM W. AND MEAGAN L. LYONS
LANDS NOW OR FORMERLY OF
36" OAK
BR
I
C
K
S
I
D
E
W
A
L
K
PARK
25 FT. BLDG.
L
I
N
E
25 FT. BLDG.
L
I
N
E
5
F
T
. BLD
G
.
L
INE
10 FT. BLDG. LINE
25
F
T
. B
L
D
G
.
LINE
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
WWWWWWWWWWWWWWWWWWWWWWWWWW
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
+
310.2
FLOW
290 FT. OF 10" @ 0.6%
163.93'
24" OAK
WIDTH OF PAVEMENT = 26± FT.
RIGHT OF WAY = 50 FT.PLACE
5 FT. BLDG. LINE
76.
9
4
'
S43°08'30
"
E
36" OAK
DEED NO. 2021018350
DAVID P. GUARINO, TRUSTEE AND LINDA E. HANER
LANDS NOW OR FORMERLY OF
S43°08'30
"
E
19
.
9
9
'
S4
7
°
1
9
'
3
1
"
W
116.72'
24" OAK
A. DAVIS MEAD, III AND ROXANNE MEAD
7
F
T
.
B
L
D
G
.
L
I
N
E
DEED NO. 2020021782
JOHN M. WOOD, TRUSTEES
MARLENE H. AND
FORMERLY OF
LANDS NOW OR
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
WWWWWWWWWWWWWWWWWWWWW
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
+
310.7
+
310.4
56
.
9
5
'
S4
7
°
1
9
'
3
1
"
W
BRICK SIDEWALK
48.04'RECORD ~ MAP REF. NO. 1(ON PROP. LINE)
36" OAK
GARAGE
N4
6
°51
'
3
0
"E
76
.
94'
86.05'
77.88'
78.09'
38.64'
LOT 1
AREA = 6,000± SQ. FT.
AREA = 5,685± SQ. FT.
LOT 2
ACROSS LOT 1 FOR LOT 2
FOR UNDERGROUND UTILITIES
REPRESENTS AN EASEMENT
CROSS-HATCHED AREA
DRIVEWAY
MACADAM
MACADAM
APRON
MACADAM
DRIVEWAY
MACADAM
APRON
SIDEWALK & APRON
CONCRETEBOOK 1419 OF DEEDS, PAGE 509LANDS NOW OR FORMERLY OF ANDREA H. GARDNER31
0
31
0
31
3
31
2
31131
4
THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE
DEED DATED APRIL 26, 2021 FROM DAVID P. GUARINO AND LINDA E. HANER
TO CHRISTOPHER M. LaPOINTE AND MEGAN M. LaPOINTE AND RECORDED IN THE
SARATOGA COUNTY CLERK'S OFFICE AS DEED NO. 2021015540.
DEED REFERENCE:
1.)
OR A TITLE REPORT.
1.)
NOTES:
DATE SIGNED
CHAIRPERSON
BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS.
APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED
DANIEL C. WHEELER P.L.S. LIC. NO. 50,137
ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE
CERTIFICATION:
PLANNING BOARD PROJECT NO. 2023..
OF THE NEW YORK STATE EDUCATION LAW.
UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB-PARAGRAPH (2)
PROJECT OWNER/DEVELOPER
CHRISTOPHER M. AND MEGAN M. LaPOINTE
PHONE: 917-513-5759
SARATOGA SPRINGS, NEW YORK 12866
110-A REGENT STREET
P.L.S. LIC. NO. 50,137
DANIEL C. WHEELER
PROFESSIONAL LAND SURVEYING
SSOCIATES, LLC
432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866
PH. (518) 583-7302 FAX (518) 583-7303
DANIEL C. WHEELER, LSSURVEYA
OF THE APPLICANT/DEVELOPER ARE REQUIRED. THE COST OF THE
CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE
APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER
THE COST OF THE INSPECTIONS MUST BE ESTABLISHED PRIOR
THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE
BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE
BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE
ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE
NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE
PLANS AND AN AS-BUILT DRAWING HAS BEEN PREPARED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.
THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED
STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY.
MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR
WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED
DEBRIS ONTO A PUBLIC ROAD.
8.)
TO ANY CONSTRUCTION.
6.)
7.)
PROJECT.
5.)
ELEVATIONS ESTABLISHED FROM INFORMATION SUPPLIED BY THE
THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING
WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION.
CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE
ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED
SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR
CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE.
TO A LOCATION APPROVED BY THE CITY ENGINEER.
SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS.
ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES,
CITY OF SARATOGA SPRINGS - STANDARD NOTES:
2.)
3.)
4.)
1.)
MINIMUM SETBACKS:
MIN. CORNER SIDE: 8 FT.
TOTAL SIDE: 12 FT.
ONE SIDE: 5 FT.
REAR: 25 FT.
FRONT: 10 FT.
ZONING DISTRICT: UR-4
ZONING INFORMATION:
LOT LINES 4 FT.
PRINCIPAL BUILDING WITHIN 20' OF SIDE
MAXIMUM FIRST FLOOR ELEVATION WHEN
MAXIMUM IMPERVIOUS SURFACE COVERAGE: 75%
MINIMUM LOT SIZE: 3,000 SQ. FT. / D.U. (RESIDENTIAL)
MAXIMUM BUILDING HEIGHT: 40 FT.
MINIMUM LOT WIDTH: 60 FT. (SF) 80 FT. 2F
MAXIMUM BUILDING COVERAGE: 40%
MAP REFERENCE:
FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. "M2021028".
REVISED ON DECEMBER 8, 2020, MADE BY SURVEY ASSOCIATES, LLC AND
MAP ENTITLED "21 PARK PLACE SUBDIVISION", DATED AUGUST 10, 2016, LAST1.)
104 REGENT STREET AND 19 PARK PLACE
CHRISTOPHER M. AND
SUBDIVISION OF LANDS OF
MEGAN M. LaPOINTE
CITY OF SARATOGA SPRINGS
1 INCH = 10 FEET
SARATOGA COUNTY, NEW YORK
(INSIDE DISTRICT)
LOCATION:
SCALE:
TITLE:
SUBDIVISION PLAN
2023-01-04
JANUARY 12, 2023
MAP NO.
DATE:
SHEET 2
PARK PLACEREGENTSTREETRIGHT OF WAY = 50 FT.
WIDTH OF PAVEMENT = 26± FT.RIGHT OF WAY = 50 FT.WIDTH OF PAVEMENT = 27± FT.
BRICK SIDEWALK
BRICK SIDEWALK
BR
I
C
K
S
I
D
E
W
A
L
K
UTILITY
POLE
CO
N
C. C
U
R
B
36" OAK
GARAGE
36" OAK
(ON PROP. LINE)RECORD ~ MAP REF. NO. 1SSMH
RIM = 310.28
INV = 303.67
S
LANDS NOW OR FORMERLY OF
JOHANNA W. ANDERSON, TRUSTEE
DEED NO. 2014009185
LANDS NOW OR FORMERLY OF
WILLIAM W. AND MEAGAN L. LYONS
DEED NO. 2011040519
CROSS-HATCHED AREA
REPRESENTS AN EASEMENT
FOR UNDERGROUND UTILITIES
ACROSS LOT 1 FOR LOT 2
S43°08'30
"
E
116.72'
S4
7
°
1
9
'
3
1
"
W
19
.
9
9
'
S43°08'30
"
E
48.04'
S4
7
°
1
9
'
3
1
"
W
56
.
9
5
'
N43°08'30
"
W
163.93'
N4
6
°
42'
2
0
"E
76
.94
'
SSMH
RIM = 309.45
INV. = 300.5ā
RIM = 308.82
CB
HYDRANT
FIRE
4" WATER MAIN
30' @
0
.
7
%
INV. 10" PVC = 305.04
RIM = 309.20
CB
10" INV. = 301.35
RIM = 309.88
SSMH
STORM MH
RIM = 309.63
INV. = 302.25
309.7
+
290 FT. OF 10" @ 0.6%
4"
W
A
TER
M
A
I
N
FLOW
AP
P
R
O
X
. 490
F
T
.
OF 12
"
S
T
O
RM @
0
.
4
%
FLOW
310.4
+
310.2
+
310.7
+
S
S
WV
WV
D
YH SSSS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWD ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
ST
ST
STSTSTST
ST
ST
ST
ST
ST
LANDS NOW OR
FORMERLY OF
MARLENE H. AND
JOHN M. WOOD, TRUSTEES
DEED NO. 2020021782
LANDS NOW OR FORMERLY OF
DAVID P. GUARINO, TRUSTEE AND LINDA E. HANER
DEED NO. 2021018350
10
FT.
B
L
DG.
L
I
N
E
5 FT. BLDG. L
I
N
E
10 FT. BLDG. LINE
5
F
T
. BLD
G
.
L
INE
4.6'ā
4.
6
'
ā
10.3'ā
10.4'ā
14.5'ā
29.9'
13
.
0
'
4.2'
21
.
0
'
2.5'
0.
9
'
9.0'0.
9'
2.5'
2.7'
3.
3'
3.
3'
6.7'
3.
3'
6.0'
6.
4'
10.3'
38
.
9
'
8.
0
'
3.3'
2.8'
1.
7'
1.
7
'
7.9'
38.64'
78.09'
77.88'
86.05'
N4
6
°51
'
3
0
"E
76
.
94'
MACADAM
DRIVEWAY
CONCRETE
SIDEWALK & APRONWWWW
WWWWWWWWWWWWWWWWWW14.0'28.5'19.2'16.5'5.2'8.7'5.2'11.8'
24.0'
18.0'
37.0'
7.5'12.0'7.5'
6.1'2.5'PROPOSED
3/4" TYPE K COPPER
WATER SERVICE
WATER SERVICE
3/4" TYPE K COPPER
PROPOSEDSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSPROPOSED
6" SDR-26
SANITARY LINE
SANITARY LINE
6" SDR-26
PROPOSED
PROPOSED
GARAGE
PROPOSED HOUSE PROPOSED HOUSE
GARAGE
PROPOSED
35
.
0
'
15.0'
35
.
0
'
15.0'
24.0'
24.0'
23
.
0
'
23
.
0
'
5.5'ā
6.
0
'
ā
ALL BRICK SIDEWALKS
TO BE RESTOREDTO BE RESTOREDALL BRICK SIDEWALKSNEW DRIVEWAY
AND APRON
AND APRON
NEW DRIVEWAY
11.7'ā
5.5'ā
13
.
6
'
ā
5.
2
'
ā
5.2'ā
5.2'ā
5.2'ā
46.5'ā
5.5'ā
4.6'ā
4.
6
'
ā
5.1'ā
5.1'ā
COVERED
PORCH
PORCH
COVERED
STREET TREE
PROPOSED
PROPOSED
STREET TREE
STREET TREE
PROPOSED
PROPOSED
STREET LIGHT
PROPOSED
STREET LIGHT
INSTALL NEW CURB
ALONG PARK PLACE
FRONTAGEBOOK 1419 OF DEEDS, PAGE 509LANDS NOW OR FORMERLY OF ANDREA H. GARDNER25 FT. BLDG. LINE
25 FT. BLDG. LINE
10 FT. BLDG.
LINE
AREA = 6,000± SQ. FT.
LOT 1
LOT 2
AREA = 5,685± SQ. FT.
SF
SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF
SF SF SF
SF SFSFSFSF SF SF
SF SF SF SF SF SF SF SF
SF SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSF
SF
SF
SFSFSFSFSFSFSFSFPROPOSED
SILT FENCE
SILT FENCE
PROPOSED
LOCATE
CONSTRUCTION
ENTRANCE
HERE
HERE
ENTRANCE
CONSTRUCTION
LOCATE
CONCRETE
WASH OUT
AREA
CONCRETE
WASH OUT
AREA
3' x3'
EGRESS
WINDOW
WINDOW
EGRESS
3' x3'
EGRESS
WINDOW
3' x3'
3' x3'
WINDOW
EGRESS
12
.
5
'
ā
22.8'ā
ROOF LINE
THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE
DEED DATED APRIL 26, 2021 FROM DAVID P. GUARINO AND LINDA E. HANER
TO CHRISTOPHER M. LaPOINTE AND MEGAN M. LaPOINTE AND RECORDED IN THE
SARATOGA COUNTY CLERK'S OFFICE AS DEED NO. 2021015540.
DEED REFERENCE:
1.)
OR A TITLE REPORT.
1.)
NOTES:
DATE SIGNED
CHAIRPERSON
BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS.
APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED
DANIEL C. WHEELER P.L.S. LIC. NO. 50,137
ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE
CERTIFICATION:
PLANNING BOARD PROJECT NO. 2023..
OF THE NEW YORK STATE EDUCATION LAW.
UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB-PARAGRAPH (2)
PROJECT OWNER/DEVELOPER
CHRISTOPHER M. AND MEGAN M. LaPOINTE
PHONE: 917-513-5759
SARATOGA SPRINGS, NEW YORK 12866
110-A REGENT STREET
P.L.S. LIC. NO. 50,137
DANIEL C. WHEELER
PROFESSIONAL LAND SURVEYING
SSOCIATES, LLC
432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866
PH. (518) 583-7302 FAX (518) 583-7303
DANIEL C. WHEELER, LSSURVEYA
OF THE APPLICANT/DEVELOPER ARE REQUIRED. THE COST OF THE
CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE
APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER
THE COST OF THE INSPECTIONS MUST BE ESTABLISHED PRIOR
THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE
BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE
BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE
ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE
NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE
PLANS AND AN AS-BUILT DRAWING HAS BEEN PREPARED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.
THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED
STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY.
MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR
WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED
DEBRIS ONTO A PUBLIC ROAD.
8.)
TO ANY CONSTRUCTION.
6.)
7.)
PROJECT.
5.)
ELEVATIONS ESTABLISHED FROM INFORMATION SUPPLIED BY THE
THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING
WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION.
CONSTRUCTION INSPECTIONS BY A DESIGNATED REPRESENTATIVE
ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED
SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR
CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE.
TO A LOCATION APPROVED BY THE CITY ENGINEER.
SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS.
ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES,
CITY OF SARATOGA SPRINGS - STANDARD NOTES:
2.)
3.)
4.)
1.)
MINIMUM SETBACKS:
MIN. CORNER SIDE: 8 FT.
TOTAL SIDE: 12 FT.
ONE SIDE: 5 FT.
REAR: 25 FT.
FRONT: 10 FT.
ZONING DISTRICT: UR-4
ZONING INFORMATION:
LOT LINES 4 FT.
PRINCIPAL BUILDING WITHIN 20' OF SIDE
MAXIMUM FIRST FLOOR ELEVATION WHEN
MAXIMUM IMPERVIOUS SURFACE COVERAGE: 75%
MINIMUM LOT SIZE: 3,000 SQ. FT. / D.U. (RESIDENTIAL)
MAXIMUM BUILDING HEIGHT: 40 FT.
MINIMUM LOT WIDTH: 60 FT. (SF) 80 FT. 2F
MAXIMUM BUILDING COVERAGE: 40%
MAP REFERENCE:
FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. "M2021028".
REVISED ON DECEMBER 8, 2020, MADE BY SURVEY ASSOCIATES, LLC AND
MAP ENTITLED "21 PARK PLACE SUBDIVISION", DATED AUGUST 10, 2016, LAST1.)
CHRISTOPHER . AND MEGAN M. LAPOINTE
THE TOTAL AREA OF THIS SUBDIVISION IS 11,684ā SQ. FT.
165.84-1-1.2
TAX MAP PARCEL NO.
SARATOGA SPRINGS, NY, 12866
110 A REGENT STREET
TOTAL AREA:
PARCEL INFORMATION:
OWNER:
LOT 2 TOTAL = 2,450ā SQ. FT. OR 43.1% OF THE LOT
LOT 2 - HOUSE = 1,794ā SQ. FT.
LOT 2 - GARAGE = 656ā SQ. FT.
LOT 1 - HOUSE = 1,903ā SQ. FT.
LOT 1 TOTAL = 2,579ā SQ. FT. OR 43.0% OF THE LOT
LOT 1 - GARAGE = 676ā SQ. FT.
PROPOSED LOT COVERAGE:
104 REGENT STREET AND 19 PARK PLACE
CHRISTOPHER M. AND
SUBDIVISION OF LANDS OF
MEGAN M. LaPOINTE
CITY OF SARATOGA SPRINGS
1 INCH = 10 FEET
SARATOGA COUNTY, NEW YORK
(INSIDE DISTRICT)
LOCATION:
SCALE:
TITLE:
PROPOSED IMPROVEMENTS
2023-01-04
JANUARY 12, 2023
MAP NO.
DATE:
SHEET 3
SAVE DATE: 2/22/2023 10:30 AMFILE NAME: Z:\Projects\2023 Projects\23013 - Regent Street Subdivision\DWG\03 SHEETS\23013_DETAILS.dwgPLOTTED BY:KCATELLIERDESIGN BY:DRAWN BY:CHECKED BY:############CONSTRUCTION DETAILS
4
1
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
STUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
02/15/2023
23013
104 REGENT ST. AND
19 PARK PLACE
CHRIS LAPOINTE & STEVE
MCINTYRE
110-A REGENT STREET
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 2
PREPARED FOR
STAKES PER BALE
(2) 2"x2"x4'
ANCHOR BALES WITH
BALES TO BUTT
10' MIN.
POLYETHYLENE
SHEETING
BINDING WIRE
STRAW BALE (TYPICAL)
WOOD STAKE (TYPICAL)
10 MIL
30"±
6" MIN DEPTH
AGGREGATE
6" MIN IMBEDMENT
(TYPICAL)
EXISTING GRADE
18"±
12" MAX
AGGREGATE
TRUCKSALL CONCRETE
WASHOUT HERE
SHALL
18"
12"BLACK LETTERS
ON WHITE
BACKGROUND
GALVANIZED "U"
7'-0" TO
BOTTOM OF SIGN
3'-0" MIN
SOIL
EMBEDMENT
FINISH GRADE
SIGN SHALL BE PLACED
IN A PROMINENT LOCATION
AT WASHOUT AREA
CHANNEL POST
TYPICAL SECTION
PLAN
WASHOUT SIGN
ALL AROUND
12" MIN
POLYETHYLENE
SHEETING10 MIL
SEASONAL HIGH
GROUNDWATER
TABLE
10' MIN.
1 CONCRETE WASHOUT AREA DETAIL
SCALE: N.T.S.
CAPACITY:
THE WASHOUT FACILITY SHALL BE SIZED TO CONTAIN SOLIDS, WASH WATER, AND RAINFALL SIZED TO
ALLOW FOR EVAPORATION OF WASH WATER AND RAINFALL. WASH WATER SHALL BE ESTIMATED AT 7
GALLONS PER CHUTE AND 50 GALLONS PER HOPPER OF CONCRETE PUMP TRUCK AND/OR DISCHARGING
DRUM. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. IF EXCAVATED,
THE SIDE SLOPES SHALL BE 2 HORIZONTAL TO 1 VERTICAL.
LOCATION:
LOCATE THE FACILITY A MINIMUM OF 100 FEET FROM DRAINAGE SWALES, STORM DRAIN INLETS, WETLANDS,
STREAMS AND OTHER SURFACE WATERS. PREVENT SURFACE WATER FROM ENTERING THE STRUCTURE
EXCEPT FOR THE ACCESS ROAD. PROVIDE APPROPRIATE ACCESS WITH GRAVEL ACCESS ROAD SLOPED DOWN
TO THE STRUCTURE. SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS
DISCHARGED.
LINER:
ALL WASHOUT FACILITIES SHALL BE LINED TO PREVENT LEACHING OF LIQUIDS IN THE GROUND. THE LINER
SHALL BE PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 mils WITH NO HOLES OR TEAR, AND
ANCHORED BEYOND THE TOP OF THE PIT WITH AN APPURTENANCE EXCEPT AT THE ACCESS POINT
IF PRE-FABRICATED WASHOUTS ARE USED THEY MUST ENSURE THE CAPTURE AND CONTAINMENT OF THE
CONCRETE WASH AND BE SIZED BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS. THEY SHALL
BE SITED AS NOTED IN THE LOCATION CRITERIA.
MAINTENANCE:
·ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED IMMEDIATELY.
EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDENED CONCRETE SHALL BE PUMPED TO A STABILIZED AREA SUCH AS GRASS FILTER STRIP.
·ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75% OF STORAGE CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER
SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE.
·DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON-SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN
APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. IN THAT CASE, THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED, OR BURIED AND
COVERED WITH A MINIMUM OF 2 FEET OF CLEAN COMPACTED EARTH FILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION.
·THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY.
·INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN NON-DESIGNATED AREAS.
2" HARDWOOD
FENCE POSTS,
MIN. 36" LONG,
DRIVEN 16" INTO
GROUND
10' MAX. ℄ TO ℄
SECTION VIEW16" MIN. ABOVE GRADE8"MIN.BELOWGRADE2' OVERALL FABRIC HEIGHTFLOW
FLOW
WOVEN WIRE
FENCE (MIN. 14
GAUGE W MAX 6"
MESH SPACING)
36" MIN. FENCE POST
WOVEN WIRE FENCE
(MIN. 14 12 GAUGE W/
MAX. 6" MESH SPACING)
WITH FILTER CLOTH
FLOW 20" MIN.16" MIN.UNDISTURBED
GROUNDEMBED FILTER
CLOTH A MIN. OF
8" IN GROUND 4"
COMPACTED SOIL
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 SPACED
EVERY 34" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX MESH
OPENING.
3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FIXTER X,
MARAFI 100X, STABILINKA T140N OR APPROVE EQUIVALENT IF USING THE WOVEN WIRE
FENCE. IF THE WOVEN WIRE FENCE IS NOT USED, FILTER FABRIC MUST BE NYSDOT
APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING
PERSPECTIVE VIEW
2 SILT FENCE DETAIL
SCALE: N.T.S.
SILT FENCE SLOPE LENGTH/FENCE LENGTH (FT.)
SLOPE STANDARD
FENCE
REINFORCED
FENCE SUPER
<2%300 / 1500 NA NA
2%-10%125 / 1000 250 / 2000 300 / 2500
10-20%100 / 750 150 / 1000 200 / 1000
20%-33%60 / 500 80 / 750 100 / 1000
HOSE
ARBORTIE
STAKES 2" TO 2-1/2" DIA. OR SQ. 8' LONG
USE 3 STAKES FOR OVER 2" CAL. 2
STAKES FOR 2" AND UNDER CAL.
WRAP: REMOVE TREE WRAP IF ANY
EXISTS, DO NOT ADD TREE WRAP
PLANTING MIX SAUCER
3" MULCH MAX.
REMOVE ALL SYNTHETIC, STRING, BURLAP,
AND OTHER MAN-MADE MATERIAL FROM THE
ROOT BALL. THE WIRE BASKET SHOULD BE
FOLDED DOWN SEVERAL INCHES AS LONG AS
THIS DOES NOT DAMAGE THE ROOT BALL.
THE TREE PIT WILL BE DUG TO 3X THE DIAMETER
OF THE ROOT-BALL WHERE PRACTICAL OR MIN.
OF 2X THE ROOT-BALL DIAMETER.
UNDISTURBED SUBGRADE
NOTES:
1.FILL THE TREE PIT WITH WATER AND ALLOW IT TO
COMPLETELY PERCOLATE BEFORE PLANTING OR BACKFILLING.
2.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 ADDED.
5.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 NAME HEIGHT OR
COMMON NAME TRUNK DIA.
TOTAL QUANTITY SPACING
FINISHED GRADE
3 CITY OF SARATOGA SPRINGS TREE PLANTING DETAIL
SCALE: N.T.S.
12"
NOTES:
1.INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND
DEPARTMENT OF PUBLIC WORKS. (USE 120V POWER)
2.THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID.
THE CITY OF SARATOGA TAKES OVER THE LIGHT ONCE CONNECTED.
3.ELECTRIC SERVICES: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCHEDULE 40 PVC
NON-METALLIC CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS REQUIRED. FOR WIRE:
THHN COPPER STRANDED NUMBER 6 COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120 VOLTS.
PROVIDE A SEPARATE HANDHOLE, SYNERTECH SYN122112HH02, TO BE OWNED BY THE CITY FOR THE
DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE
AND INSTALL (1) 58 INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM THE HANDHOLE
TO POLE OR BOX PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE
WATERTIGHT FUSEHOLDER. FERRAZ SHAMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR
BOOTS PART FRZ FSB1 IN HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE THAN ONE
LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSE HOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE
HOLDER, BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN THE BASE OF EACH LAMP. RUN #12 THHN
COPPER, (RED, WHITE, AND GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS CONNECTORS FOR
CONNECTIONS IN HANDHOLE AND IN BASE OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO
CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 12 INCH ID AND 18 INCH THICKNESS, AND LOCK
WASHER.12'-0"14'-8 34"4"-3" DIA. TAPERED POLE
.125 WALL THICKNESS
6063-T6 STRUCTURAL
GRADE ALUMINUM
POLE WELDED FOR SINGLE
UNIT CONSTRUCTION
CAST ALUMINUM FINIAL AND
ROOF SAME FINISH AS POLE
4ARC22T5-MDL03 LED: 64 WATT
2200 COLOR TEMPERATURE, TYPE
5 DISTRIBUTION, 120-277 VOLT
DIMMABLE DRIVER
ACRYLIC ACORN LENS
5T TWIST LOCK FITTER
DRIVER COMPARTMENT
ELETRONIC PHOTOCELL
(STREET SIDE)
ACCESS DOOR
17" DIA. BASE, .750 FLOOR THICKNESS
FOUR ANCHOR BOLTS AND ONE GROUND STUD
BLACK FINISH
FINISH GRADE
34" CHAMFER
ZINC PLATED ANCHOR BOLT
ASSEMBLY PER MANUFACTURER'S
RECOMMENDATIONS
2" PVC SCHEDULE 40
NO DIRECT BURIAL
GROUND ROD PER N.E.C.
4000 PSI CONCRETE BASE WITH
SONOTUBE FIBER FORM 20" DIA,
UNDISTURBED SUBGRADE
OR COMPACTED TO 90%
STANDARD PROCTOR
20"4'-0" MIN. BELOW FINISH GRADE24" MIN.3"17" DIA. BASE, 12" DIA. BOLT CIRCLE,
DIAMOND PATTERN, FOUR 12" X 18" ANCHOR
BOLTS
STREET
PHOTOCELL
ACCESS DOOR
CATALOG NUMBER :
PT-D650SRLED-5T-4AR22T5-MDL03-A-PEC/4212T4/BK
4 CITY OF SARATOGA LIGHT POLE AND BASE
SCALE: N.T.S.
2"
COURSE
BINDER
PARKING LOT
PAVEMENT
TYPE
1 1/2"
COURSE
TOP
COURSE
GRAVEL
8-10"
NOTES:
1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE
TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE ENGINEER
MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING.
2. BINDER TO BE PLACED IN 2-3" LIFTS WITH TACK COAT BETWEEN.
3. THE ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL
TESTING SHALL BE AS ORDERED BY THE ENGINEER AND SHALL BE PAID BY THE CONTRACTOR.
4. NOTIFY THE ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS.
TOP COURSE - NYS DOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION
TACK COAT - NYS DOT ITEM 407-0102 DILUTED TACK COAT
BINDER COURSE - NYS DOT ITEM 402.198902 - 19F9 H.M.A., 80 SERIES
COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22
DEPTH TO
SUBGRADE
AS REQ'D
3"STANDARD ROADWAY 1 1/2"12"
FILTER FABRIC
SUBGRADE - COMPACTED TO 90%
STANDARD PROCTOR DENSITY
6 CITY OF SARATOGA SPRINGS ASPHALT PAVEMENT DETAIL
SCALE: N.T.S.
COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304)
COMPACTED TO 95% STANDARD PROCTOR
5 DROP CURB DETAIL
SCALE: N.T.S.
DROP
C
U
R
B
S
E
C
TI
O
N
O
F
C
U
R
B
MIN. D
RI
V
E
W
A
Y
WI
D
T
H
= 1
0'
MAX. WI
D
T
H
=
2
5
%
O
F
F
R
O
N
T
A
G
E
STREET
5'-0"
5'-0"
1-1/2"
REVEAL
(MAX.)
ASPHALT
APRON
TAPER CURB
6" CONCRETE CURB
ASPHALT WARP
AREA (BOTH
SIDES)
EXPANSION
JOINT
(FULL DEPTH
OF CONCRETE)
ASPHALT
DRIVEWAY
EXPANSION
JOINT
R5'
R5'
SAVE DATE: 2/22/2023 10:30 AMFILE NAME: Z:\Projects\2023 Projects\23013 - Regent Street Subdivision\DWG\03 SHEETS\23013_DETAILS.dwgPLOTTED BY:KCATELLIERDESIGN BY:DRAWN BY:CHECKED BY:############CONSTRUCTION DETAILS
5
2
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
STUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
02/15/2023
23013
104 REGENT ST. AND
19 PARK PLACE
CHRIS LAPOINTE & STEVE
MCINTYRE
110-A REGENT STREET
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 2
PREPARED FOR
2 TYPE 3 - GRANITE CURB DETAIL
SCALE: N.T.S.
CURB AND PLACEMENT SHALL CONFORM TO
N.Y.S. DOT STDS. SEC. 609-3.01
SUBGRADE COMPACTED TO 90%
PROCTOR
CONTINUOUS CONCRETE
SETTING BED
GRANITE CURB
FINISH GRADE
TOP, FACE AND BACK SURFACES
TO BE MACHINED SMOOTH
EXPANSION JOINT ST SIDEWALK
14" WIDE X DEPTH OF WALK FIBRE
EXPANSION JOINT FILLER AT
CURB JOINT
6" MIN. REVEAL
18"3"MIN.TAPER CURB TO FLUSH
WITH GRADE
FINISH GRADE
6" X 18" CONCRETE
TRANSITION CURB
5'-0", TYP. OR AS SHOWN ON PLAN6"AT CURB JOINTS,
EXTEND CONCRETE TO
2"-3" MAX. BELOW
FINISH GRADE
6"GRANITE CURB TERMINATION
14" BEVEL
FINISH GRADE
1 BRICK PAVER DETAIL
SCALE: N.T.S.
8" x 4" x 2.25" RED CLAY PAVERS (TO MATCH EXISTING)
WITH 1 116" TO 316" SAND SWEPT JOINTS (BELDEN BRICK
COMPANY OR APPROVED EQUAL)
1" SAND SETTING BED
COMPACTED SUBGRADE
FILTER FABRIC BARRIER (MIRAFI
140 OR APPROVED EQUAL)
MIN. 8" COMPACTED AGGREGATE - NYS
DOT ITEM 304.12 TYPE 2 SUBBASE
(PLACE AND COMPACT IN 2-4" LIFTS)
PAVED AREASUNPAVED AREAS
1
1
BURIED TRACER WIRE/WARNING TAPE
COMPACTED BACKFILL
CLEAN SAND OR GRAVEL MATERIAL
SHALL BE CLEANED OF ROCK
GREATER THAN 1" IN DIAMETER.
BEDDING SAND
PIPE, CENTERED IN TRENCH, SEE
PLANS FOR SIZE CENTERED IN TRENCH,
SEE PLANS FOR SIZE AND TYPE
TOPSOIL & SEED
PAVEMENT
SUBBASE
18" MIN. HAND TAMPED
4" BEDDING HAND TAMPED
UNDISTURBED SOIL1'-0"5'-0" MIN. (WATER)4'-0" MIN. (SEWER)1'-6"D
D+2'-0" MAX.
D+1'-0" MIN.
3 PIPE TRENCH DETAIL
SCALE: N.T.S.DWATER M
A
I
N
SANITA
R
Y
O
R
S
T
O
R
M
S
E
W
E
R
SANITA
R
Y
O
R
S
T
O
R
M
S
E
W
E
R
18" MIN. TOP OF
WATER MAIN TO
INVERT OF
SANITARY OR
STORM SEWER
ONE FULL
L
E
N
G
T
H
1/2 L
18" MIN. TOP OF
SEWER TO BOTTOM
OF WATER MAIN.
NOTES
1.IF 18" VERTICAL CAN NOT BE ACHIEVED AT
LOCATIONS OF WATER MAIN & SEWER
CROSSINGS,CONTRACTOR SHALL CONSTRUCT
EITHER OF THE FOLLOWING OPTIONS.
1.CONSTRUCT SANITARY SEWER OF PVC PRESSURE
PIPE MATERIAL 10' ON EACH SIDE OF THE WATER
MAIN/STORM SEWER AND TEST SANITARY SEWER
AT150 PSI PRESSURE.
2.ENCASE SEWER PIPE IN CONCRETE, 4' DISTANCE
ON EACH SIDE OF WATER/ STORM SEWER
CROSSING. CONCRETE ENCASEMENT SHALL BE
MINIMUM 6" ALL AROUND PROPOSED SEWER PIPE.
4 WATER & SEWER SEPARATION REQUIREMENTS
SCALE: N.T.S.
FLOW FROM
BUILDING
PVC THREADED CAP
CAST IRON FRAME & COVER FINISHED GRADE FOR
PAVED/CONC. WALKWAY
AREAS WITH FRAME &
COVER
18" LONG SWEEP BEND
4" SCH-40 PVC
CRUSHED
STONE
(NYSDOT #1)
10"
FLOW TO
GRAVITY
MAIN
4" WYE
NOTE: INSTALL EXTERIOR CLEANOUT AT ALL BENDS IN HOUSE SEWER TO FORCE MAIN
5 SANITARY SEWER CLEANOUT DETAIL
SCALE: N.T.S.
45° OR 30° BEND
AS REQUIRED
SLOPE 2% MIN. TO 10% MAXFLOW45° OR 30° BEND AS REQUIRED
PIPE BEDDING AS REQUIRED
FLOW
45°UNDISTURBED SUBGRADE
CL
4"Ø SCH. 40 PVC SEWER LATERAL
6"Ø SCH. 40 PVC SEWER MAIN
45° SCH. 40
PVC WYE
CL
6 SANITARY SEWER CONNECTION DETAIL
SCALE: N.T.S.
7 WATER SERVICE LATERAL DETAIL
SCALE: N.T.S.
FINISH GRADE
OPERATING ROD
CURB BOX CAP (PROVIDE TWO-HOLE TYPE IN GRASSED
OR LANDSCAPE AREAS AND PLUG TYPE IN SIDEWALKS
OR PAVED AREAS. TWO-HOLE TYPE CAP SHALL BE SET
9/16" BELOW FIN. GRADE AND PLUG TYPE SHALL BE
FLUSH W/SURFACE)
CURB BOX
CURB STOP
1"Ø TYPE "K" COPPER
SERVICE LATERAL
PROVIDE "GOOSENECK"
CORPORATION STOP
WATER MAINRIGHT-OF-WAY OREASEMENT LINETO BUILDING
12"x12"x4" SOLID
CONC. BRICK