HomeMy WebLinkAbout20210307 Thornton Final Subdivsion Signed MylarsWASHINGTON STREET
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(MAP REF. NO. 1)
LANDS NOW OR
FORMERLY OF
DANIEL G. HAMEL, JR. AND
KAREN HAMEL
DEED NO. 2018019503
wnoD FENCE S88' 15'00"E
LOl 9
(MAP REF. NO. 1)
LANDS NOW OR
FORMERLY OF
DORENE M. COUCH
BOOK 1608 OF DEEDS,
PAGE 223
WOOD FENCE
LANDS OF
DANIEL BRIGGS THORNTON AND
PATRICIA V. THORNTON
BOOK 1604 OF DEEDS, PAGE 743
AREA = 18, 790± SQ. FT.
,r,4x 114.19 P41pe5zL ND.
165. 65-1-21
LOl B
(MAP REF. NO. 1)
LANDS NOW OR
FORMERLY OF
KURT KIMMEL AND
KIMBERLY DANFORTH
DEED NO. 2014027932
HOUSE
140.00'
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CONCRETE SIDEWALK 98.00'
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(MAP REF. NO. 1)
LANDS NOW OR
FORMERLY OF
JOHN C. GRADY
DEED NO. 2006019027
CHAIN LINK FENCE
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ZONING INFORMATION:
ZONING DISTRICT: UR-2
MINIMUM LOT SIZE: 6,600 SQ. FT. (WITH WATER AND SEWER)
(20,000 SQ. FT. WITHOUT WATER OR SEWER)
(40,000 SQ. FT. WITHOUT WATER AND SEWER)
MINIMUM MEAN LOT WIDTH: 60 FT.
MAXIMUM PERCENT OF LOT TO BE OCCUPIED BY:
PRINCIPAL BUILDING: 30 %
ACCESSORY BUILDING: 10%
MINIMUM YARD DIMENSIONS:
FRONT: 10 FT.
REAR: 25 FT.
ONE SIDE: 8 FT.
TOTAL SIDE: 20 FT.
PRINCIPAL BUILDING:
MINIMUM FIRST FLOOR AREA:
1 STORY: 900 SQ. FT.
2 STORY: 700 SO. FT.
MAXIMUM BUILDING HEIGHT: 60 FT.
MINIMUM DISTANCE FROM ACCESSORY BUILDING TO:
PRINCIPAL BUILDING: 5 FT.
FRONT LOT LINE: 10 FT.
SIDE LOT LINE: 5 FT.
REAR LOT LINE: 5 FT.
MINIMUM PERCENT OF LOT TO BE PERMEABLE: 25%
MAP REFERENCE:
1.) MAP ENTITLED "MAP OF LANDS IN SARATOGA SPRINGS BELONGING TO
JOHN A. WATERBURY", DATED DECEMBER 10, 1855, MADE BY
A. GARNSEY AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON
JANUARY 1, 1870 AS MAP NO. "HH-23".
DEED REFERENCE:
1.) DEED DATED JANUARY 2002 FROM WILLIAM E. VAN DORN AND MARGARET S. VAN DORN,
AND PATRICIA V. THORNTON f/k/a PATRICIA V. GROTTO TO DANIEL BRIGGS THORNTON
AND PATRICIA V. THORNTON AND RECORDED IN THE SARATOGA COUNTY CLERK'S
OFFICE IN BOOK 1604 OF DEEDS AT PAGE 743.
NOTES:
1.) OFFSET DIMENSIONS ARE MEASURED TO ROOF LINES.
2.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE
OR A TITLE REPORT.
3.) EXISTING UTILITY LOCATIONS SHOWN WERE ESTABLISHED BY ACTUAL FIELD LOCATION
AND UTILITY BASEMAPS PROVIDED BY THE SARATOGA SPRINGS ENGINEERING DEPT. ALL
UTILITIES MUST BE MARKED AND VERIFIED PRIOR TO CONSTRUCTION.
CERTIFICATION:
THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE
ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
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1-11AIKIcIR/DEVELOPER:
IEL BRIGGS THORNTON AND PATRICIA V. THORNTON
GRAND AVENUE
ATOGA SPRINGS, NY 12866
ONE (518) 584-3695
IZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB -PARAGRAPH (2)
CW YORK STATE EDUCATION LAW.
EXISTING CONDITIONS PLAN
SUBDIVISION OF LANDS OF
DANIEL BRIGGS THORNTON AND
PATRICIA V. THORNTON
LOCATION:
CITY OF SARATOGA SPRINGS
(INSIDE DISTRICT)
SARATOGA COUNTY, NEW YORK
SCALE:
1 INCH = 20 FEET
DATE:
JUNE 22, 2020
MAP N 0.2020-04-04
SHEET 1
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WASHINGTON STREET
SSMH
RIM = 321.69
(N.Y.S. RT. 29) INV. (N = 3316.8
INV. (NE) = 316.89
INV. (S) = 316.89
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(MAP REF. NO. 1)
LANDS NOW OR
FORMERLY OF
DANIEL G. HAMEL, JR. AND
KAREN HAMEL
DEED NO. 2018019503
WOOD FENCE S88' 15'00E
55.76'
- I -
PROPOSED
rn I 'PROPOSED I GARAGE
DRIVEWAY
I
CITY OF SARATOGA SPRINGS - STANDARD NOTES:
1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES,
SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS.
2.) ELEVATIONS ESTABLISHED FROM INFORMATION SUPPLIED BY THE
CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE.
3.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED
SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR
TO A LOCATION APPROVED BY THE CITY ENGINEER.
4.) THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING
WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION.
CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A
DESIGNATED REPRESENTATIVE 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
TO ANY CONSTRUCTION.
5.) THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE
BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE
PROJECT.
6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED
BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE
STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY.
7.) ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE
MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR
DEBRIS ONTO A PUBLIC ROAD.
8.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE
WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED
PLANS AND AN AS -BUILT DRAWING HAS BEEN PREPARED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.
ZOl9
(MAP REF. NO. 1)
LANDS NOW OR
FORMERLY OF
DORENE M. COUCH
BOOK 1608 OF DEEDS,
PAGE 223
WOOD FENCE
140.00'
VINYL FENCE FA1
ZOl B
(MAP REF. NO. 1)
LANDS NOW OR
FORMERLY OF
KURT KIMMEL AND
KIMBERLY DANFORTH
DEED NO. 2014027932
HOUSE
84.24'
o
SHED +t p
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STONE L 07 I
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O� G�j N - AREA = 12,183± SQ. FT.
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WOOD FENCE
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L=77.75' I TWO STORY I
R=62.50' I HOUSE n 1
2.2' 4.0'
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PROPOSED
SIDEWALK EASMENT W ( I a MACADAM
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\ 1Z
20,4' o
I OVERHEAD
II UTIU \ \ C) C14COVERED PORCH
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91 84• METAL FENCE
( CONCRETE SIDEWALK 98•00'
CONC. CURB
w
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z
L,
J
Q
2
ZOl 7
(MAP REF. NO. 1)
LANDS NOW OR
FORMERLY OF
JOHN C. GRADY
DEED NO. 2006019027
CHAIN UNK FENCE
LANDS NOW OR
FORMERLY OF
GARY P. WILLETTE AND
JOSEPH LEONE, JR.
DEED NO. 2015026825
O
0
ul
�F Y
O 3
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HOUSE
PORCH
`N D RIGHT °� WIDTH OF PAVEMENBTYVAOCCU
R ESPATION) AVENUE
(FORMERLY KNOW AS CONGRESS STREET)
v - 12 I 61 � awl art \ avaElc MIa1
volt
ZONING INFORMATION:
ZONING DISTRICT: UR-2
MINIMUM LOT SIZE: 6,600 SQ. FT. (WITH WATER AND SEWER)
(20,000 SQ. FT. WITHOUT WATER OR SEWER)
(40,000 SQ. FT. WITHOUT WATER AND SEWER)
MINIMUM MEAN LOT WIDTH: 60 FT.
MAXIMUM PERCENT OF LOT TO BE OCCUPIED BY:
PRINCIPAL BUILDING: 30 %
ACCESSORY BUILDING: 10%
MINIMUM YARD DIMENSIONS:
FRONT: 10 FT.
REAR: 25 FT.
ONE SIDE: 8 FT.
TOTAL SIDE: 20 FT.
PRINCIPAL BUILDING:
MINIMUM FIRST FLOOR AREA:
1 STORY: 900 SQ. FT.
2 STORY: 700 SQ. FT.
MAXIMUM BUILDING HEIGHT: 60 FT.
MINIMUM DISTANCE FROM ACCESSORY BUILDING TO:
PRINCIPAL BUILDING: 5 FT.
FRONT LOT LINE: 10 FT.
SIDE LOT LINE: 5 FT.
REAR LOT LINE: 5 FT.
MINIMUM PERCENT OF LOT TO BE PERMEABLE: 25%
VARIANCE GRANTED:
ON AUGUST 9, 2021 THE SARATOGA SPRING ZONING BOARD OF APPEALS
GRANTED THE FOLLOWING VARIANCE FOR THIS PROPERTY.
DIMENSIONAL REQUIREMENTS FROM TO RELIEF REQUESTED
MIN. SIDE SETBACK (LOT 1) 8 FT. 5 FT. 3 FT. (37.5%)
SUBJECT PARCEL INFORMATION:
OWNER:
DANIEL BRIGGS THORNTON AND PATRICIA V. THORNTON (DEED REF. NO. 1)
TAX MAP PARCEL NO.
165.65-2-21
AREA:
TOTAL PARCEL AREA IS 18,790+/- SQ. FT.
SIDEWALK
EASEMENT
DETAIL
1 ' = 20'
CERTIFICATION:
THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE
ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
APPROVED UNDER AUT�rDj;F
OF A RESOLUTION ADOPTED / 7, i Z_
BY THE P NIN
THE CITY OF SARATOGA SPRINGS.
DATE SIGNED 7� Z
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NOT TO SCALE
MAP REFERENCE:
1.) MAP ENTITLED "MAP OF LANDS IN SARATOGA SPRINGS BELONGING TO
JOHN A. WATERBURY", DATED DECEMBER 10, 1855, MADE BY
A. GARNSEY AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE ON
JANUARY 1, 1870 AS MAP NO. "HH-23".
DEED REFERENCE:
1.) DEED DATED JANUARY 2002 FROM WILLIAM E. VAN DORN AND MARGARET S. VAN DORN,
AND PATRICIA V. THORNTON f/k/a PATRICIA V. GROTTO TO DANIEL BRIGGS THORNTON
AND PATRICIA V. THORNTON AND RECORDED IN THE SARATOGA COUNTY CLERK'S
OFFICE IN BOOK 1604 OF DEEDS AT PAGE 743.
2.) EASEMENT DATED AUGUST 29, 2022 FROM DANIEL BRIGGS THORNTON AND PATRICIA V.
THORNTON TO THE CITY OF SARATOGA SPRINGS AND RECORDED IN THE SARATOGA
COUNTY CLERK'S OFFICE AS DEED NO. 20222027957.
NOTES:
1.) UNLESS OTHERWISE NOTED OFFSET DIMENSIONS ARE MEASURED TO ROOF LINES.
2.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE
OR A TITLE REPORT.
3.) EXISTING UTILITY LOCATIONS SHOWN WERE ESTABLISHED BY ACTUAL FIELD LOCATION
AND UTILITY BASEMAPS PROVIDED BY THE SARATOGA SPRINGS ENGINEERING DEPT. ALL
UTILITIES MUST BE MARKED AND VERIFIED PRIOR TO CONSTRUCTION.
REVISIONS:
1.) MISCELLANEOUS REVISIONS ON MAY 4, 2022.
2.) SIDEWALK EASEMENT ADDED ON AUGUST 4, 2022.
3.) EASEMENT RECORDING INFORMATION ADDED ON AUGUST 31, 2022.
E y DANIEL C. WHEELER, LS
----------------
g�NS
CIA TESq LLC
PROFESSIONAL LAND SURVEYING
432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866
PH. (518) 583-7302 FAX (518) 583-7303
ENGINEERING AMERICA CO.
76 WASHINGTON STREET
SARATOGA SPRINGS, NEW YORK 12866
PH. (518) 587-1340 FAX (518) 580-9783
OWNER/DEVELOPER:
DANIEL BRIGGS THORNTON AND PATRICIA V. THORNTON
215 GRAND AVENUE
SARATOGA SPRINGS, NY 12866
PHONE (518) 584-3695
UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB -PARAGRAPH (2)
OF THE NEW YORK STATE EDUCATION LAW.
TITLE: SUBDIVISION PLAN
SUBDIVISION OF LANDS OF
DANIEL BRIGGS THORNTON AND
PATRICIA V. THORNTON
LOCATION:
CITY OF SARATOGA SPRINGS
(INSIDE DISTRICT)
SARATOGA COUNTY, NEW YORK
SCALE:
1 INCH = 20 FEET
DATE:
JUNE 22, 2020
MAP NO.2020-04-04
SHEET 2
UTIIJIT
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PORCH
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1. INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN
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SYN121212HH02, TO BE OWNED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE
0
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ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 5/8 INCH L
COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT FROM HANDHOLE TO POLE OR BOX
PER NATIONAL GRID'S STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE WATERTIGHT
FUSEHOLDER, FERRAZ SHAWMUT FEB-21-21 1P 600V WITH 5 AMP FUSE WITH INSULATOR
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OF LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO CONCRETE BASE USING FENDER
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SEE PAGE 1 OF 2
a
* AMENDED TOPSOIL MIXTURE SHALL
BE IN THE FOLLOWING RATIOS BY VOLUME
20 PARTS TOPSOIL
4 PARTS PEAT MOSS
2 PARTS PEAT HUMUS
1 PART FERTILIZER (10-6-4)
WRAP: WATERPROOF TREE WRAP -
APPLY IN 4" WIDE STRIPS
MULCH -3" MIN.
SAUCER
FINISHED GRADE
AMENDED TOPSOIL
MIXTURE*
UNDISTURBED SUBGRADE
12" PIT= BALL DIA. + 24"
Trl F_I- rli A N I TI N I /� IF`, F__T_A l l
NOTES:
MAJOR TREES (STREET AND SHADE) SHALL BE
3" MIN. D.B.H. (DIAMETER AT BREAST HEIGHT)
MINOR TREES (SMALL ORNAMENTALS) SHALL BE
2" MIN. D.B.H.
SEE SUBDIVISION CONSTRUCTION REGULATIONS
FOR RECOMMENDED STREET TREE SPECIES.
ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THI
FOLLOWING INFORMATION, TO BE APPROVED BY THE
CITY OF SARATOGA SPRINGS:
BOTANICAL NAME HEIGHT OR TRUNK DIA.
COMMON NAME SPACING
TOTAL QUANTITY
HOSE
WIRE No. 10 GAUGE
STAKES 2--2 1/2" DIA. OR SQ. 8' LONG
USE 3 STAKES FOR OVER 2" CAL,
2 STAKES- 2" CAL. & UNDER
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG NO
1/13/2010 PLANNING BOARD DATE STANDARD DETAIL Tree Planting L-1
AW3 IMP & Hsi I, r
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MACADAM
DRIVEWAY
91 .84' METAL FENCE
CONCRETE SIDEWALK 98.0
EXISTING GONG. CURB
TREE EXISTING
DRIVEWAY
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® RIM = 326.44 RIGHT OF WAY = 60 FT. (BY OCCUPA
V
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SIDEWALK MAY BE REMOVED, MODIFIED OR RELOCATED
II PENDING FUTURE APPROVAL BY THE CITY OF
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SAWCUT LINE - SEE DETAIL SS-6
SEE PAVEMENT SECTION DETAIL SS-5
rF
ORIGINAL ASPHALT
t2"
WEARING COURSE(S)
IN PVMT
IN TURF
PAVEMENT
BASE COURSE
STRUCTURAL
(SEE NOTE 3) s"
o
SECTION
SUBBASE COURSE 72.1
A.O.B.E.
(SEE NOTE 4)
3
ORIGINAL SUBBASE COURSE
i r
w-
OUTSIDE CROWN
-
-
PIPE SPRINGLINE
BOTTOM O.D.
I.D. + 3' MAX.
NOTES:
1. STREET OPENING PERMIT IS REQUIRED
2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02
SIZE DETERMINATION #1: 100% PASSING 1" SIEVE, 90-100% PASSING
1/2" SIEVE, 0-15% PASSING 1/4" SIEVE
OR
SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING
1" SIEVE, 0-15% PASSING 1/2" SIEVE.
GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON
FIELD CONDITIONS -
PIPE TRENCH SECTION
TRENCH WALLS LAID BACK PER OSHA REQ'MTS
OR SHEETING A.O.B.E.
zy- 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH
BORROW: WELL GRADED INORGANIC
GRANULAR SOILS AND/OR ROCK,
MAX. 1-1/2" SIZE, NOT MORE THAN
20% BY WEIGHT PASSING #200
SIEVE. OR NATIVE MATERIAL, A.O.B.E.
(USE VIBRATORY COMPACTOR WITH 12" LIFTS)
1 PIPE ZONE BACKFILL - GRADATION SHALL BE:
"WELL GRADED SAND WITH 3/4" MAX. PARTICLE
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a
SIZE AND NOT MORE THAN 10% PASSING #200
SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS)
w�PIPE ZONE BEDDING - FOUNDATION STONE
TO CONFORM TO N.Y.S. DOT. STANDARD
SPEC. 703-02 COARSE AGGREGATE
(SEE NOTE 2)
�- UNDISTURBED SUBGRADE OR
EXTRA FOUNDATION STONE A.O.B.E.
3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S.
DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS:
2-1/2" SIEVE - PASS 100% BY WEIGHT
1-3/4" SIEVE - PASS 95-100% BY WEIGHT
3/4" SIEVE - PASS 60-75%
1/4" SIEVE - PASS 25-45%
#40 SIEVE - PASS 10-25%
#100 SIEVE - PASS 3-12%
4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO
N.Y.S. DOT STD. 304, TYPE 2.
N.T.S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DwG No
1/13/2010 STANDARD DETAIL
PLANNING BOARD DATE Pipe Trench SS-6 A
FINISHED GRADE
0
in
FULL LENGTH OF PIPE CENTERED ON SEWER LINE (SEE NOTES)
II
z
WATER LINE
SANITARY SEWER (GRAVITY OR FORCEMAIN)
OR STORM SEWER
SEE NOTES SEE NOTES
NOTES:
(REFERENCE - RECOMMENDED STANDARDS FOR WATER WORKS, 1997 EDITION "TEN STATES STANDARDS")
WHEN INSTALLED PARALLEL, ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM SEPARATION OF 10', EDGE TO EDGE. IF MINIMUM CANNOT BE MAIN-
TAINED, WATER MAIN SHALL BE IN SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF TO ONE SIDE OF SEWER, WITH BOTTOM OF WATER MAIN
18" MINIMUM ABOVE TOP OF SEWER PIPE. WHEN CROSSING. MAINS SHALL BE INSTALLED TO INSURE 18" MINIMUM VERTICAL SEPARATION BETWEEN PIPES,
OUTSIDE TO OUTSIDE. WHERE WATER MAIN IS UNDERNEATH SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO
PREVENT DAMAGE TO WATER MAIN. WHEN IT IS IMPOSSIBLE TO PROVIDE THE ABOVE MINIMUMS, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED
EQUAL TO WATER PIPE, AND SHALL BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BACKFILLING.
UTILITY SEPARATIONS: PARALLEL AND CROSSING
N.T.S.
APPROVED:
1/13/2010 CITY OF SARATOGA SPRINGS, NEW YORK DWG No
PLANNING BOARD DATE STANDARD DETAIL Utility Separations W- 7
4" CLEANOUT PLUG 1
3-(MIN.) FINAL GRADE `
'V�
T_� IF NO INSIDE CLEANOUT: .f
IF A BUILDING TRAP IS REQUIRED:
FRESH AIR INLET (3" MIN.)
2'(MAX.)
(PLUS BACKWATER VALVE)
4" CLEANOUT PLUG S
4'(MAX.)
TO PUBLIC SEWER
M2% (1/4 INCH/FT) BUILDING DRAIN
(MIN. SLOPE)
(SEE DETAIL SA-3)
IF REQUIRED: IF REQUIRED (SEE NOTE):
COMBINATION "Y" AND 1 8 BEND APPROVED BACKWATER VALVE DOUBLE HAND HOLE BUILDING TRAP,
WITH CLEANOUT OR RUNNING TRAP
FOUNDATION WALL
APPROVED SLEEVE THROUGH BASEMENT FLOOR
5'
of FOOTING
6" BUILDING SEWER(TYP.) 4" BUILDING DRAIN(TYP.)
NOTE: THE CITY OF SARATOGA SPRINGS DOES NOT REQUIRE BUILDING TRAPS. REFER TO THE NYS PLUMBING
CODE FOR ADDITIONAL INFORMATION.
BUILDING DRAIN LAYOUT N.T.S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No
1/13/2010
PLANNING BOARD DATE STANDARD DETAIL Building Drain SA-7
CURB BOX
MUELLER 5'6" f MODEL H-10314 (IN TURF)
z
MODEL H-10334 IN CONCRETE WALK)
Z
(SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE)
O
'
1
LO
CORPORATION STOP WITH
CURB STOP
COMPRESSION FITTING n
MUELLER ORISEAL MODEL H-15209 COMPRESSION
MUELLER H-15008
MODEL H-15219 (W/ DRAIN)
3/4" OR 1" - SIZE AS REQUIRED
(SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE)
TEMPORARY CAP OR PLUG
(AS NECESSARY)
3/4" MIN. SIZE TYPE K
45°
COPPER PIPE
OR SIZE AS REQUIRED
WATER MAIN
3/4" OR 1" COPPER TUBING (TYPE K)
SOLID CONC. BEARING BLOCK
(SIZE AS REQUIRED)
OR C.I. FOOT
NOTE:
LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT
IS PRESENT INSTALL CURB BOX AT PROPERTY LINE.
WATER SERVICE
N.T.S.
APPROVED:
CITY OF
SARATOGA SPRINGS, NEW YORK
DWG No
1/13/2010
PLANNING
BOARD DATE
STANDARD DETAIL Water Service
W- 2
CITY OF SARATOGA SPRINGS CONCRETE SPECIFICATIONS
1. THE FOLLOWING CONCRETE SPECIFICATIONS SHALL APPLY TO ALL CONCRETE WORK WITHIN THE
CITY OF SARATOGA SPRINGS RIGHT OF WAY AND%OR WITHIN THE APPROVAL AUTHORITY OF THE
PLANNING BOARD. ALL MATERIALS MUST BE FROM AN APPROVED NYSDOT SOURCE. QUANTITIES MAY
VARY DUE TO VARIATIONS IN MATERIALS. PLANT BATCH TICKETS SHALL BE PROVIDED UPON
REQUEST BY THE CITY ENGINEER. IF "APPROVED EQUAL" MIXES ARE BEING PROPOSED, PRIOR
APPROVAL SHALL BE OBTAINED FROM THE CITY ENGINEER. SUBMITTALS FOR "APPROVED EQUAL"
MIXES SHALL BE PROVIDED WITH TEST RESULTS FROM AT LEAST THREE (3) PREVIOUS JOBS.
WHEN AIR TEMPERATURES ARE 50 DEGREES FARENHEIT AND BELOW, A NON -CHLORINE
ACCELERATOR IS REQUIRED PER A.C.I. SECTION 306R-88. WHEN AIR TEMPERATURES ARE 90
DEGREES FARENHEIT AND ABOVE, AN INCREASE IN RETARDER IS REQUIRED TO CONTROL SET TIME
PER A.C.I. 305R-99.
3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS AND SHALL
CONFORM TO THE NYSDOT 2002 SPECIFICATIONS AS LISTED IN SECTION 501-2 FOR CLASS W' MIX (OR
APPROVED EQUAL).
NOTE: A SUPERPLASTICIZER MAY BE USED TO INCREASE SLUMP AND WORKABILITY WITHOUT
INCREASING THE WATER -CEMENT RATIO. UP TO 20 PERCENT OF THE CEMENT CONTENT MAY BE
SUBSTITUTED WITH POZZOLAN. THE INITIAL SLUMP PRIOR TO THE ADDITION OF A SUPERPLASTICIZER
IS APPROXIMATELY 2 INCHES TO 3 INCHES.
4. ALL SIDEWALKS CONSTRUCTED FROM NOVEMBER 1 THROUGH APRIL 30 SHALL BE TREATED WITH A
PENETRATING TYPE PROTECTIVE SEALER PER NYSDOT ITEM 717-03 TO PROTECT THE FRESH
SURFACE AGAINST SPALLING CAUSED BY SALT INFILTRATION.
ALL SLIP -FORM CONCRETE CURBING SHALL CONFORM TO THE REQUIREMENTS FOR A CLASS J
CONCRETE MIXTURE (OR APPROVED EQUAL).
ANY CLARIFICATIONS, REVISIONS, OR MODIFICATIONS THERETO SHALL ONLY BE MADE SUBJECT TO
APPROVAL OF THE CITY ENGINEER.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No
1/13/2010 PLANNING BOARD DATE STANDARD DETAILConcrete Specifications SS-7
FINISHED GRADE
NOTE: EXPANSION
SPACED ALONG CI
MAX.
1/4" RADIUS
SEE DETAIL SS-5 FOR PAVEMENT
AND GRAVEL SUBASE REQUIREMENTS
CAST-IN-PLACE/SLIP FORM
CONCRETE CURB
SEE CONCRETE SPECIFICATIONS
DRAWING SS-7
GRAVEL COMPACTED TO
95% STD. PROCTOR
SUBGRADE COMPACTED
TO 90% STANDARD
PROCTOR
TYPE 1 CURB - CAST-IN-PLACE/SLIP FORM CONCRETE AT TURF
N.T.S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No
1/13/2010
PLANNING BOARD DATE STANDARD DETAIL Type 1 Curb SS-15
BROOM FINISH PERPENDICULAR TO WALK
4" CONCRETE - SEE CONCRETE
o SPECIFICATIONS - DWG. SS-7
o 6" X 6" NO. 6/6 WOVEN WIRE MESH
EXCEPT A.O.B.E.
6" GRANULAR SUBBASE COURSE
NYS DOT SECT. 304, TYPE 2
NOTES: \\\\\\\\\/ COMPACTED TO 95% STANDARD PROCTOR
SUBGRADE COMPACTED TO
EXPANSION JOINT SPACING - j��///��//��//�� 90% STANDARD PROCTOR
CONTROL OINT SPACING - TYPE 1 - TYPICAL PEDESTRIAN TRAFFIC LOADING
5' O.C. NOMINAL
CROSS SLOPE - 1/8" TO 1/4"
PER FOOT (MAX. SLOPE 1: 50 TYP.)
TOWARDS STREET OR A.O.B.E.
MAX. SLOPE ALONG THE LENGTH OF
THE WALK SHOULD NOT EXCEED 1:12
CONSTRUCTION JOINT DETAILS TO BE
SUBMITTED AND APPROVED BY
CITY ENGINEER
SIDEWALK WIDTH TO BE 5' MIN. OR
AS ORDERED BY CITY ENGINEER
BROOM FINISH PERPENDICULAR TO WALK
6" CONCRETE - SEE CONCRETE
SPECIFICATIONS - DWG. SS-7
6" X 6" NO- 6/6 WOVEN WIRE MESH
8" GRANULAR SUBBASE COURSE
NYS DOT SECT. 304, TYPE 2
COMPACTED TO 95% STANDARD PROCTOR
SUBGRADE COMPACTED TO
90% STANDARD PROCTOR
TYPE 2 - VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS)
GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS:
1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE.
2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY.
3.) SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS.
GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS:
1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS.
2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM THE EDGE OF SHOULDER.
3.) SIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG NO
i/13/2010 PLANNING BOARD DATE STANDARD DETAIL Concrete Walk SS8
* DETECTABLE 6" CURB (TYP)
TEXTURE 5' MIN.- CONCRETE SIDEWALK -
WARNING
E.J. (TYP.)
FLUSH
REVEAL
-R.O.W. +
-VARIES WITH
R.O.W. WIDTH
3'-6"MIN.
5' MIN.
1:12 MAX SLOPE MEASURED PERPENDICULAR TO CURB
R.O. W. vWIDTH
TRANSITION CURB (TYP.)
PEDESTRIAN CURB RAMP - TYPE 1
AT STREET CORNER N.T.S.
TURF
HEAVY BROOM FINISH
CONCRETE SIDEWALK FLUSH REVEAL CONCRETE SIDEWALK FLUSH REVEAL
*DETECTABLE TEXTURE HEAVY BROOM FINISH (TYP.) *DETECTABLE TEXTURE
WARNING '
6" CURB (TYP) WARNING 6" CURB (TYP)
3'-6" MIN.
VARIES 3' 6" MIN. 5' M`� 3' TRANSITION CURB
R.0 W WWDI H 5' TRANSITION CURB
PEDESTRIAN CURB RAMP -TYPE 2 PEDESTRIAN CURB RAMP -TYPE 3
AT SIDEWALK N.T.S. AT GRASS STRIP N.T.S.
*DETECTABLE TEXTURE WARNING TO BE IN THE FORM OF DOMES AS SPECIFIED ON
NYSDOT STANDARD SHEET M608-5R2 SHOWN ON DETAIL SS-11.
VERIFY LOCATION(S) & TYPE OF DETECTION WITH CITY ENGINEER.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No
1/13/2010 PLANNING BOARD DATE STANDARD DETAILPedestrian Curb Ramps SS -1 o
CONCRETE SIDEWALK -
TYPE 1 AT NON -VEHICLE TRAFFIC AREAS
TYPE 2 AT VEHICLE TRAFFIC AREAS
(SEE DETAIL SS-8)
ASPHALT DRIVEWAY
1-1/2" REV
ylVi _ ASPHALT APRON -�
EXPANSION /
JOINT NIUS 5
EXPANSION JOINT
(FULL DEPTH OF
CONCRETE)
TURF
OF CUn- �O SPGE
S�CZ�O \OV OF FRON
ROP OR�NENP, 2g%
MNX' w\OjH '
STREET
ASPHALT
WARP AREA (BOTH
SIDES)
L TAPER CURB
6" CONCRETE CURB
DROP CURB AT RESIDENTIAL DRIVEWAY
N.T.S.
APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DwG No
1/13/2010 STANDARD DETAIL
PLANNING BOARD DATE Type 1 Driveway (Residential) SS-12
CERTIFICATION:
TOP COURSE - NYSDOT ITEM 402.098302-9.5F3 H.M.A., 80 SERIES COMPACTION
TACK COAT - NYSDOT ITEM 407.0102 DILUTED TACK COAT
BINDER COURSE - NYSDOT 402.198902-19F9 BINDER COURSE H.M.A., 80 SERIES COMPACTION
PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22
COMPACTED GRAVEL -
NYSDOT TYPE 2 (SECT. 304)
COMPACTED TO 95% STANDARD PROCTOR.
PAVEMENT TOP BINDER GRAVEL ESAL
TYPE COURSE COURSE COURSE LEVEL
SUBGRADE - COMPACTED TO 90%
STANDARD PROCTOR
PARKING
LOT
1 1/2
2
8-10
<0.3
MILLION
STANDARD
1-1/2"
3"
12"
<30
ROADWAY
MILLION
HEAVILY
TRAVELED/
<30
TRUCK
2"
* 4"
12"
MILLION
LOADING
NOTES: * SEE NOTE 2
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 CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT
SECTION TO BE INCREASED TO CARRY DESIGN LOADING.
2. BINDER TO BE PLACED IN 2 - 2" LIFTS W/ TACK COAT BETWEEN.
3. THE CITY ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. ALL TESTING SHALL
BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR.
4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS -
ASPHALT PAVEMENT
N.T.S.
APPROVED: CITY OF ISWG No
4/l0/2013 SARATOGA SPRINGS, NEW YORK
PLANNING BOARD DATE STANDARD DETAIL Asphalt Pavements -
SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE
ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
WHEELER
APPROVED UNDER AUTHO RESOLUTION ADOPTED 7176
BY THE PLkNNING��B%O OF THE CITY OF SARATOGA SPRINGS//
1_/l�Ill%_ llk � -CHAIRPERSON
DATE SIGNED
DANIEL C. WHEELER, LS
CIA TES, LLC
90FESSIONAL LAND SURVEYING
432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866
PH. (518) 583-7302 FAX (518) 583-7303
ENGINEERING AMERICA CO.
76 WASHINGTON STREET
SARATOGA SPRINGS, NEW YORK 12866
PH. (518) 587-1340 FAX (518) 580-9783
OWNER/DEVELOPER:
DANIEL BRIGGS THORNTON AND PATRICIA V. THORNTON
215 GRAND AVENUE
SARATOGA SPRINGS, NY 12866
PHONE (518) 584-3695
UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB -PARAGRAPH (2)
OF THE NEW YORK STATE EDUCATION LAW.
TITLE: DETAILS
SUBDIVISION OF LANDS OF
DANIEL BRIGS THORNTON AND
PATRICIA V. THORNTON
LOCATION: DATE:
CITY OF SARATOGA SPRINGS 22, 2020
(INSIDE DISTRICT)
SARATOGA COUNTY, NEW YORK
SCALE:
1 INCH = 20 FEET MAP NO. 2020-04-04
SHEET-4
2-
POLE NM 11
PORCH
II
I
I I
I I
I I
I I
�
I►
II SSMH
I
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323.03
II INV.
315.34
NE
I�TILITY
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DEED NO. 2018019503
WOOD FENCE
I
- - - - - - - -
W
y � I
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II NEW
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O �� ---------J
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Af EA 6,607± SQ. FT.
RETAINING WALL
TOP AT 326.01
— — — — — — —
I FFFI
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330'
Ld
S 1 1
I
I
t— ► I
II
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P LE 11
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I I
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® RIM 326.44
II INV. = 315.34
w II
II
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CITY OF SARATOGA SPRINGS - STANDARD NOTES:
EXISTING
CURBED ISLAND
1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES,
SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS.
2.) ELEVATIONS ESTABLISHED FROM INFORMATION SUPPLIED BY THE
CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE.
3.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED
SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR
TO A LOCATION APPROVED BY THE CITY ENGINEER.
4.) THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING
WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION.
CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A
DESIGNATED REPRESENTATIVE 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
TO ANY CONSTRUCTION.
5.) THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE
BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE
PROJECT.
6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED
BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE
STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY.
7.) ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE
MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR
DEBRIS ONTO A PUBLIC ROAD.
8.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE
WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED
PLANS AND AN AS -BUILT DRAWING HAS BEEN PREPARED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.
PX;
�7
i
PAGE 223
141
VINYL FENCE
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1
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\ LO
N88015'00"W
EXISTING
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EXISTING
CROSSWALK
GRAI
SPECIAL SIDEWALK NOTE:
SIDEWALK MAY BE REMOVED, MODIFIED OR REEOCATEDI
PENDING FUTURE APPROVAL BY THE CITY OF I
I SARATOGA SPRINGS PLANNING & ENGINEERING DEPTS.I
L--------------- - - - - -
�
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J + a
wua -
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l,nin.#yee.tl- 4®
TONYA L YASENCP
P.E. LIC. NO. 085
CERTIFICATION:
THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE
ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
77_-_ 7
APPROVED UNDER AUT ITY OF A RESOLUTION ADOPTED
B�THE NNI� RDOFT ITY OF SARATOGA SPRIN .
1 HAIRPERSON
DATE SIGNED !o
C. NO, 50,1
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_•--_E_ -_ . '.E,; I;I. IL.ELII,E`_ F_ ' "_H�.'I E al: E_ IFiE .T _ _'-IT' _L
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1 r`l;�j'�:�Jl{• _-(r•I_�= :L IEf-1L
DATE + Il ili:.1 I r.l i I EI —1 .1r1 = {T-1
REVISIONS:
1.) GRADING PLAN PREPARED 9/29/22 BY EACO AT REQUEST OF CITY ENGINEERING DEPT
y DANIEL C. WHEELER, LS
9z
CIA TES, LLC
PROFESSIONAL LAND SURVEYING
432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866
PH. (518) 583-7302 FAX (518) 583-7303
ENGINEERING AMERI C__A CO.
76 WASHINGTON STREET
SARATOGA SPRINGS, NEW YORK 12866
PH. (518) 587-1340 FAX (518) 580-9783
OWNER/DEVELOPER:
DANIEL BRIGGS THORNTON AND PATRICIA V. THORNTON
215 GRAND AVENUE
SARATOGA SPRINGS, NY 12866
PHONE (518) 584-3695
UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB —PARAGRAPH (2)
OF THE NEW YORK STATE EDUCATION LAW.
TITLE: GRADING PLAN
SUBDIVISION OF LANDS OF
DANIEL BRIGGS THORNTON AND
PATRICIA V. THORNTON
LOCATION:
CITY OF SARATOGA SPRINGS
(INSIDE DISTRICT)
SARATOGA COUNTY, NEW YORK
SCALE:
1 INCH = 20 FEET
DATE:
'I u'I'N 22, 2020
MAP NO. 2020-04-04
SHEET 5
II NEW
WOOD FENCE
O �� ---------J
I G cr
Af EA 6,607± SQ. FT.
RETAINING WALL
TOP AT 326.01
— — — — — — —
I FFFI
PROPOSED
HOUSE TBD
F. F. E
330'
Ld
S 1 1
I
I
t— ► I
II
<
w
II II
1 I I
Il a w 1
II < 1 \ y-----
RETAINING WALL \\\
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i I CD= rii
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II �
II NE STREET LIGHT
I I
II 4' 0 GREEN SPACE
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II
I I �
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JINEW
5'-0 CONCRETE
UTILITY II SIDEWALK (325' ±)
P LE 11
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I I
II �
x I I
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� I I
I I
I I
I I
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® RIM 326.44
II INV. = 315.34
w II
II
II
I I
I I
CITY OF SARATOGA SPRINGS - STANDARD NOTES:
EXISTING
CURBED ISLAND
1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES,
SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS.
2.) ELEVATIONS ESTABLISHED FROM INFORMATION SUPPLIED BY THE
CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE.
3.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED
SHALL BE LEGALLY DISPOSED OF OFF -SITE BY THE CONTRACTOR
TO A LOCATION APPROVED BY THE CITY ENGINEER.
4.) THE CONTRACTOR MUST SET UP A PRE -CONSTRUCTION MEETING
WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION.
CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A
DESIGNATED REPRESENTATIVE 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
TO ANY CONSTRUCTION.
5.) THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE
BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE
PROJECT.
6.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED
BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE
STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY.
7.) ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE
MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR
DEBRIS ONTO A PUBLIC ROAD.
8.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE
WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED
PLANS AND AN AS -BUILT DRAWING HAS BEEN PREPARED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER.
PX;
�7
i
PAGE 223
141
VINYL FENCE
STONE
FIREPLACE I
1
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WOOD WOOD
/ DECK
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1
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\ LO
N88015'00"W
EXISTING
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EXISTING
CROSSWALK
GRAI
SPECIAL SIDEWALK NOTE:
SIDEWALK MAY BE REMOVED, MODIFIED OR REEOCATEDI
PENDING FUTURE APPROVAL BY THE CITY OF I
I SARATOGA SPRINGS PLANNING & ENGINEERING DEPTS.I
L--------------- - - - - -
�
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J + a
wua -
OF O '
l,nin.#yee.tl- 4®
TONYA L YASENCP
P.E. LIC. NO. 085
CERTIFICATION:
THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE
ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
77_-_ 7
APPROVED UNDER AUT ITY OF A RESOLUTION ADOPTED
B�THE NNI� RDOFT ITY OF SARATOGA SPRIN .
1 HAIRPERSON
DATE SIGNED !o
C. NO, 50,1
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1 r`l;�j'�:�Jl{• _-(r•I_�= :L IEf-1L
DATE + Il ili:.1 I r.l i I EI —1 .1r1 = {T-1
REVISIONS:
1.) GRADING PLAN PREPARED 9/29/22 BY EACO AT REQUEST OF CITY ENGINEERING DEPT
y DANIEL C. WHEELER, LS
9z
CIA TES, LLC
PROFESSIONAL LAND SURVEYING
432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866
PH. (518) 583-7302 FAX (518) 583-7303
ENGINEERING AMERI C__A CO.
76 WASHINGTON STREET
SARATOGA SPRINGS, NEW YORK 12866
PH. (518) 587-1340 FAX (518) 580-9783
OWNER/DEVELOPER:
DANIEL BRIGGS THORNTON AND PATRICIA V. THORNTON
215 GRAND AVENUE
SARATOGA SPRINGS, NY 12866
PHONE (518) 584-3695
UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB —PARAGRAPH (2)
OF THE NEW YORK STATE EDUCATION LAW.
TITLE: GRADING PLAN
SUBDIVISION OF LANDS OF
DANIEL BRIGGS THORNTON AND
PATRICIA V. THORNTON
LOCATION:
CITY OF SARATOGA SPRINGS
(INSIDE DISTRICT)
SARATOGA COUNTY, NEW YORK
SCALE:
1 INCH = 20 FEET
DATE:
'I u'I'N 22, 2020
MAP NO. 2020-04-04
SHEET 5
A
T— ' ,i
- T F:ILI -E T= TI I 'P'1 E'•, T'_ .4• I+_ E T
_•--_E_ -_ . '.E,; I;I. IL.ELII,E`_ F_ ' "_H�.'I E al: E_ IFiE .T _ _'-IT' _L
cITY OF S-UL.JO(TA SPI�INc.7�, �TE� �c' �EK I
1 r`l;�j'�:�Jl{• _-(r•I_�= :L IEf-1L
DATE + Il ili:.1 I r.l i I EI —1 .1r1 = {T-1
REVISIONS:
1.) GRADING PLAN PREPARED 9/29/22 BY EACO AT REQUEST OF CITY ENGINEERING DEPT
y DANIEL C. WHEELER, LS
9z
CIA TES, LLC
PROFESSIONAL LAND SURVEYING
432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866
PH. (518) 583-7302 FAX (518) 583-7303
ENGINEERING AMERI C__A CO.
76 WASHINGTON STREET
SARATOGA SPRINGS, NEW YORK 12866
PH. (518) 587-1340 FAX (518) 580-9783
OWNER/DEVELOPER:
DANIEL BRIGGS THORNTON AND PATRICIA V. THORNTON
215 GRAND AVENUE
SARATOGA SPRINGS, NY 12866
PHONE (518) 584-3695
UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB —PARAGRAPH (2)
OF THE NEW YORK STATE EDUCATION LAW.
TITLE: GRADING PLAN
SUBDIVISION OF LANDS OF
DANIEL BRIGGS THORNTON AND
PATRICIA V. THORNTON
LOCATION:
CITY OF SARATOGA SPRINGS
(INSIDE DISTRICT)
SARATOGA COUNTY, NEW YORK
SCALE:
1 INCH = 20 FEET
DATE:
'I u'I'N 22, 2020
MAP NO. 2020-04-04
SHEET 5