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47,111 s.f. or D11OO�h16� 5 io/50� Ss3� • 5/8" steel rod set with a tag
1 .082 ac. �� � �y��� i / 32 \68g9�6F `�� A/IV4TMFNT o marker found, labeled Subdivision
/ / / ���6�.�5 / // / \05/8"IR• %% Ss�° 6� �tiF m utility pole Plan
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a CH=10.14' 35,343 s.f. or / / / 3� ti
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Deed Reference:
PROPOSED �.�o>»\FTeq �o �h' Frank Scarpinato and
/ S Gli ok /, �� Diane Rademacher-Scarpinato
ROAD- N36°57'29"E\ 38500'' R= . sper`;>>� / / �` / Bk1401 P757
L=75.69 39.48
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�Ck ��,� w• Map References:
�`� Easement Area 4 / _b 5/8"IR.0 0
R=284.00'\ �� N36 5729E ^j 2Q 2"IP , „ 1. "Subdivision of Lands of Lester F. Ramsdill Jr."
L=88.67'\ ,00 �0 39.48' , (area to continue 7 S33°0223 W °
N45'54'08"E ��,0 Lot 3 / /� /Cj � �j HYDRANT 55.00' dated Oct. 11, 1994 by Paul Tommell filed in the
CH=88.31'\ '� to be farmed) s� cy J
��,� 36,472 s.f. or 73,990 s.f. or i'``O LQ`o�. Saratoga County Clerk's Office as Map Map R-295.
�\ orb R=316.00' 0.837 ac. P O� 20 ,
11
t" �/ L=57.12 Am , 1 .699 cc. /� �� S / 2. "Kaydeross Springs Subdivision" dated July 8, 1996
�`'�j N42°08'11"E `�� / �� OO9 <<� 8" WATER MAIN by Engineering America Company filed in the
F, c � �` CH-57.04' N� ��/ / O� Saratoga County Clerk's Office as Map K-236A.
/ 6
kho�o, ���\ '���' �O 3. "Kaydeross Springs Subdivision Phase 2" dated
� L=416 4 1114 March 21, 1997 last revised 9/11/97 by Engineering
America�5 99 N51°04'50"E 3S�'�,y�``FTegCk / \� as Map Kile2d51n the Saratoga County Clerks Office
= 0 ' �5 6�j. CH=41.51 / 22j / /
L=7s� �// `� / �' 4. 'Kaydeross Springs Subdivision Phase 3" dated DATE DESCRIPTION
N31°17'30'� �Conservationr �•% /
Oct. 12, 2000 by Jason Bowman Assoc. filed in the
CH=76.73' R_�=52.62"/ a asement Areaj Saratoga County Clerk's Office as Map Map REVISIONS
\ 3 °1 '3 7,118 s.f. or � K-282A. DATE: July 24, 2024
� 0. 3 a . °�N N� , 5. "Subdivision Ma for 227 Kaydeross Ave., Inc."
" I\ No7'416 64' o �. / p y JOB NO.: S23-156.24
16.64' 74 1 dated March 17, 2020 last revised 9/7/21 by
5/81R.� 93.71' __ 32.01' __ _' _ __ 2. 4' __ 2----- 000000000 Thompson-Fleming Land Surveyors, P.C. filed in the TAX MAP:
0CxDC1C 5 8'IR.`� 5/8"IR. O I Saratoga County Clerk's Office as Map M2021199 179.-3-29.211
N83 40'02"W 612.46' /
n�f n1f SCALE: 1" = 50'
Riley Farm Riley Farm Development, Inc. 25 0 25 50
Development, Inc. Inst. #2022010370
Inst. #2022010370 Riley Farm I Approved under authority of a resolution
Lane adopted by the Planning
Subdivision
Board of the City of Saratoga Springs.
an
Chairperson Date Signed
" = 50'
Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown Scale: 1
map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was
a violation of Section 7209 subdivision 2 of the available. PB #20240250
New York State Education Law.
S23-156.24
P:\S\Scarpinato, 247 Kaydeross Ave East S23-156\S23-156 Scarpinato SUBDIVISION PLAN.dwg SHEET OF
stud *ioA
LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING
SHEET INDEX
TRUST I QUALITY
L-0.00 COVER SHEET COLLABORATION I INNOVATION
L-0. 10 NOTES SHEET
KAYEDEROSS SPRINGS CONSERVATION SUBDIVISION L-0.20 EXISTING CONDITIONS 74 Warren Street, Suite 1
Saratoga Springs, NY 12866
247 KAYDEROSS AVENUE EAST L-0.30 DEMOLITION, EROSION & SEDIMENT 518.450.4030
CONTROL PLAN
SARATOGA SPRINGS , NY 12866 L-1. 10 LAYOUT PLAN
L-2. 10 GRADING & DRAINAGE PLAN
L-2.20 ROAD PROFILE
L-2.21 ROAD PROFILE
L-3. 10 UTILITIES PLAN
L-5. 10 CONSTRUCTION DETAILS
PREPARED FOR / OWNER PROJECT LOCATION GENERAL NOTES
R ,
SCARPINATO, FRANK I . PRIOR TO COMMENCING ANY WORK, CONTRACTOR SHALL CONTACT
PERMITS &
247 KAYDEROSS AVE EAST - U.F. P. O. AND THE PROPER LOCAL AUTHORITIES TO CONFIRM THE
SARATOGA SPRINGS, NY 12866 - LOCATION OF ALL EXISTING UTILITIES. ANY COSTS INCURRED BY APPROVALS
518-316-6585 � . �• THE CONTRACTOR FOR FAILURE TO CONTACT THE PROPER
AUTHORITIES SHALL BE SOLELY THE RESPONSIBILITY OF THE 1 / 31 / 2025
ETEAMCONTRACTOR.
PR
OJ CT
_ 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS
AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE
CIVIL ENGINEER / LANDSCAPE ARCHITECT:
STUDIO A I LANDSCAPE ARCHITECTURE + ENGINEERING, D. P.C. - FIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE.
74 WARREN STREET, SUITE I 3. CONTRACTOR SHALL VERIFY AND COORDINATE LOCATION OF ALL
SARATOGA SPRINGS, NY 12866 � LAKE LONELY
UTILITIES, INCLUDING BY NOT LIMITED TO LINES, DUCTS, CONDUITS,
CONTACT: KIRSTEN CATELLIER, RLA I SLEEVES, FOOTINGS, ETC. , WITH LOCATIONS OF PROPOSED SITE
PHONE: 518.450.4030 I j ELEMENTS. EXCAVATION REQUIRED PROXIMATE TO UTILITY LINES
�� , SHALL BE DONE BY HAND. ANY DAMAGE AND INCURRED COSTS DUE
.. TO FAILURE OF THE CONTRACTOR TO ADHERE TO THESE GUIDELINES
ZONING & SITE STATISTICS
SHALL BE RESPONSIBILITY OF THE CONTRACTOR.
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ZONE: RURAL RESIDENTIAL - RR ZONE
4. CONTRACTOR SHALL ESTABLISH PERMANENT BENCHMARKS PRIOR TO REVISIONS
TAX MAP ID: 179. -3-29.211 THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS
MUNICIPALITY: SARATOGA COUNTY SHALL BE LOCATED SO THAT THEY WILL NOT BE DISTURBED DURING DATE DESCRIPTION
PARCEL SIZE: 13.35 ACRES CONSTRUCTION. 4/4/24 SUBDIVISION REVIEW
8/15/24 DPW COMMENTS
1/31/25 FINAL SUBDIVISION PLAN
MODIFIED LOT DIMENSIONAL STANDARDS: - 5. LIMITS OF DISTURBANCE IS NOTED ON DRAWINGS. CONTRACTOR IS
.r RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND
RESIDENCE ACCESSORY STRUCTURE OUTSIDE THE LIMITS OF DISTURBANCE. ANY AREAS OUTSIDE THE
FRONT YARD SETBACK 20 FT. 20 FT.
LIMITS OF DISTURBANCE THAT ARE DISTURBED SHALL BE RESTORED
SIDE YARD SETBACK 10 FT. 10 FT. TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE
REAR YARD SETBACK 20 FT. 10 FT. PROPERTIES WITHIN 300 FT . OWNER. IF NO LIMITS OF DISTURBANCE IS SHOWN, PROPERTY LINE
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
SHALL BE THE LIMITS OF DISTURBANCE. UNLESS THEY ARE ACTING ARCHITECT THE DIRECTION A" IT 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
__ _ _ __ _ __ _ _ _ 8 _ 6. CONTRACTOR SHALL EMPLOY CARE IN SCHEDULING CONSTRUCTION PROFESSIONAL SHALL STAMP THE THEIR SIGNATURE,AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
CONSERVATION SUBDIVISION -. - -_ 1 ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION.
_ 7 __ _ `a _ oF�.� PAR EL ID (TYP.) SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS AND
c� '- MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC.
CALCULATIONS F, - - 7 q CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF
PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMITS OF DISTURBANCE. %.pOD8Cq,o
TOTAL SITE ACREAGE: 13.35 ACRES =__-�-__� _ � I ___�-_`_ _ _ - � •�,;;;`-;•;• -=` A T�
ZONE RR-2 MIN. LOT SIZE: 2 UNITS /ACRE PROJI�C- SITE . - - -- - -`�- •`�•.'•'• • - 7. VARIOUS PERMITS ARE REQUIRED FOR THIS PROJECT. IT IS THE
- - - - _ - - - ••`-'�' `` ' '` `• CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS y
FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE IN PLACE
CONSTRAINED ACREAGE: _ = _-_ '- -_ 4 •;•,-:.�;•;•;`-`,;•;•` . _ 2714
2 _ _ - - . =,•.r. • - = _ - - PRIOR TO CONSTRUCTION. qrF �o
JURISDICTIONAL WETLANDS: . 5 AC _ _ - - - _ _ -_ .••, � .,•, 5
STEEP SLOPES (> 25%): 2.3 AC - _ - __--` _ - _ _ - -_ _ -r "f' ' '• -
- - - - - _ - 3 -�--7" .;•,•.•.;•,•.•.;•,•. 8. ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING
= - CONSTRUCTION SHALL BE RECORDED BY THE CONTRACTOR ON
TOTAL CONSTRAINED ACREAGE: 2. 8 ACRES - ==- -_- - _ _ - - - -_ • • '-'•`• _- -
•.`•; :•.' ; ""AS-BUILT DRAWINGS, AS SPECIFIED.
_• _• PREPARED FOR
UNCONSTRAINED ACREAGE: ID TAX MAP OWNER FRANK SCARPINATO
TOTAL SITE ACREAGE: 13.35 AC 9. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING 247 KAYDEROSS AVENUE EAST
CONSTRAINED ACREAGE: 2. 8 AC 1 179.-3-19 WILLIAM SUTTON INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION. SARATOGA SPRINGS, NY 12866
2 179.-3-19 WILLIAM SUTTON
PROJECT
TOTAL UNCONSTRAINED ACREAGE: 10.55 ACRES 3 179. 18-1-6 227 KAYDEROSS AVE INC
KAYDEROSS SPRINGS
4 179.-3-31 241 KAYDEROSS LLC
ALLOWED LOTS: 5 179.-3-29. 13 CITY OF SARATOGA SPRINGS CONSERVATION
(UNCONSTRAINED LAND/ MIN. LOT SIZE): 6 179.-3-29.22 WILLIAM MCCLUNE SUBDIVISION
7 179.-3-29.212 JAY BALDWIN DRAWING TITLE
10.55 AC / 2AC = 5 ALLOWABLE LOTS 8 179.-3-20.2 LESTER RAMSDILL
9 179.-3-33 LESTER RAMSDILL COVER SHEET
PROPOSED LOTS= 3 PROPOSED LOTS
PROJECT NO. 21008
DATE: DRAWING NO.
01/51/2025 L - 0 .
00
DWG I OF I I
EROSION & SEDIMENT CONTROL NOTES: SITE WORK NOTES: WASTEWATER TREATMENT SYSTEM NOTES
IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS CODE AND NYSDEC REQUIREMENTS, THE I. BEFORE ANY LAND CLEARING IS COMMENCED, THE CONTRACTOR SHALL ARRANGE A MEETING ON SITE I. THE ON-SITE SUBSURFACE WASTEWATER TREATMENT SYSTEM SHALL BE A RAISED
FOLLOWING CONTROLS SHALL BE REQUIRED: WITH THE OWNER'S REPRESENTATIVE TO IDENTIFY WHICH TREES ARE TO BE PROTECTED OR REMOVED. NO ABSORPTION TRENCH SYSTEM. THE BASIS OF DESIGN FOR THE SYSTEM IS AS stud *ioA
CLEARING SHALL OCCUR WITHOUT A CLEAR UNDERSTANDING OF THE EXISTING CONDITIONS TO BE FOLLOWS: LANDSCAPE ARCHITECTURE I ENGINEERING I PLANNING
I. ALL EXPOSED SOIL DISTURBANCE SHALL BE IN ACCORDANCE WITH THE NYS DEC REQUIREMENTS. PRESERVED.
ANY EXPOSED SOIL SHALL BE PROPERLY STABILIZED WITH EITHER PERMANENT SEED AND MULCH DESIGN STANDARDS NYSDOH APPENDIX 75A
IF SOIL DISTURBANCE IS COMPLETED OR TEMPORARILY SEEDED AND MULCHED IF IT WILL BE 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS PLUMBING FIXTURES MAX. 1.6 GAL./FLUSH WATER CLOSETS TRUST I QUALITY
MORE THAN 10 DAYS BEFORE ADDITIONAL SOIL DISTURBANCE WILL OCCUR. EXPOSED SOIL SHALL DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD. THE PLACEMENT OF SEE DETAILS 5 & 6 FOR ON SHEET L-5.10 FOR REO'D SEPTIC TANK VOL., TRENCH
RECEIVE TEMPORARY OR PERMANENT SEED AND MULCH WITHIN 10 DAYS OF SUBSTANTIAL PROTECTION DEVICES ADDITIONAL TO THOSE NOTED SHALL, HOWEVER, BE AT THE CONTRACTORS LENGTH, AND BASAL AREA COLLABORATION I INNOVATION
COMPLETION OF CONSTRUCTION. DISCRETION. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO
TREES TO BE KEPT. CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE KEPT. ALL 2. ALL WASTEWATER TREATMENT SYSTEM COMPONENTS SHALL BE IN STRICT
2. THE CONTRACTOR SHALL LIMIT THE AREA OF CLEARING AND GRUBBING, EXCAVATION, BORROW, TEMPORARY EROSION AND SEDIMENT (E&S) CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY ACCORDANCE WITH THE SYSTEM DESIGN INFORMATION INDICATED ON THESE
# AND EMBANKMENT OPERATIONS IN PROGRESS, COMMENSURATE WITH THEIR CAPABILITY AND EARTH DISTURBANCE. E&S CONTROL DEVICES SHALL BE REGULARLY INSPECTED AND MAINTAINED AS DRAWINGS, WITH ALL N.Y.S. DEPARTMENT OF HEALTH, AND CITY OF SARATOGA
# PROGRESS IN KEEPING THE FINISH GRADING AND MULCHING, SEEDING AND OTHER TEMPORARY NEEDED TO ENSURE SATISFACTORY PERFORMANCE. ANY DAMAGE OCCURRING DURING THE COURSE OF SPRINGS REQUIREMENTS. 74 Warren Street, Suite 1
AND/OR PERMANENT CONTROL MEASURES IN ACCORDANCE WITH THESE PLANS. CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.
ASSOCIATED FINES RESULTING FROM SUCH DAMAGE SHALL ALSO BE PAID BY THE CONTRACTOR. 3. THE DISCHARGE OF WASTE FROM GARBAGE GRINDERS, SPA TUBS, SUMP PUMPS, ROOF Saratoga Springs, NY 12866
} 3. THE CONTRACTOR SHALL DESIGNATE TO THE OWNER'S REPRESENTATIVE A QUALIFIED EROSION DRAINS, WATER TREATMENT SYSTEM BACKWASH AND NON-CONSERVING WATER
m AND SEDIMENT CONTROL SUPERVISOR WITH ADEQUATE TRAINING, EXPERIENCE, AND AUTHORITY 3. ALL PROPOSED GRADES SET IN THE FIELD TO BE COMPLETED BY A NEW YORK STATE LICENSED SURVEYOR. FIXTURES IS PROHIBITED. ADDITIONALLY, LAWN IRRIGATION SYSTEMS SHALL NOT BE 518.450.4030
0
Y TO IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES AS PER THE NYS INSTALLED ABOVE THE WASTEWATER ABSORPTION FIELD.
w DEC REQUIREMENTS 4. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN A MAXIMUM OF 12" COMPACTED
U LIFTS. 4. THE SEPTIC TANK SHALL BE A PRECAST CONCRETE NON-TRAFFIC TYPE UNIT WITH
4. CONSTRUCTION IS TO PROCEED IN ACCORDANCE WITH THE CONSTRUCTION PHASING SCHEDULE SANITARY TEES OR BAFFLES AT INLETS AND OUTLETS. MINIMUM TANK CAPACITY
SUPPLIED BY THE CONTRACTOR OR SHOWN ON THE PLANS. GRASSES SHALL BE ESTABLISHED ON 5. ALL SLOPES 3:I AND GREATER SHALL BE STABILIZED WITH SLOPE STABILIZATION MATS. LOCATIONS AND SHALL BE AS SHOWN. FOR TWO-PIECE TANKS, PROVIDE SEALANT PER
ALL DISTURBED AREAS AS SOON AS POSSIBLE. FOR TIME FRAMES OUTSIDE THE GROWING METHODS TO BE APPROVED BY THE OWNER'S REPRESENTATIVE. MANUFACTURER'S INSTRUCTIONS BETWEEN THE TANK SECTIONS. THOROUGHLY CLEAN
SEASON, OTHER METHODS OF SOIL STABILIZATION (SUCH AS THE USE OF JUTE MESH EXCELSIOR JOINT IMMEDIATELY PRIOR TO INSTALLING SEALANT. IF AIR TEMPERATURE IS BELOW
# MATTING) WILL BE USED UNTIL SUCH A TIME AS GRASS CAN BE ESTABLISHED. 6. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF 65°F., WARM SEALANT TO A PLIABLE CONDITION. SET TANKS LEVEL ON No. 2
# ONE-EIGHTH (8") PER FOOT. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO CRUSHED STONE AS INDICATED. THE EXTERIOR SURFACES OF THE SEPTIC TANK
5. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO THE OWNER'S REPRESENTATIVE IMMEDIATELY BEFORE CONTINUING WORK. SHALL BE THOROUGHLY COATED WITH THE MANUFACTURER'S STANDARD
r ANY SITE DISTURBANCE. THIS INCLUDES GRADING OPERATIONS, UTILITY OR STRUCTURE INSTALL. WATERPROOFING COATING.
m
Z 7. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR
a 6. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTED IN SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING 5. DISTRIBUTION BOX SHALL BE AN (8) OUTLET, PRECAST CONCRETE UNIT WITH
o ACCORDANCE WITH NYS DEC REQUIREMENTS. CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO THE OWNER. INTEGRAL CONCRETE BAFFLE AS MANUFACTURED BY THE FORT MILLER COMPANY, OR
APPROVED EQUAL. PROVIDE FLOW LEVELERS AT EACH OUTLET LATERAL.
7. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE UNTIL THE 8. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING GRADE, PROVIDING VERTICAL
CONTRIBUTING DRAINAGE AREA SERVED IS STABILIZED. CURVES OR ROUNDINGS AT THE TOP AND BOTTOM OF ALL SLOPES. 6. ALL GRAVITY SEWER PIPING SHALL BE SCH. 40 PVC PIPE WITH SOLVENT WELDED
JOINTS AND FITTINGS. INSTALL SEWER PIPING ON MIN. 6" LAYER OF CRUSHED STONE
# 8. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS AND INSTALL ALL 9. DURING GRADING OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED AT A UNIFORM SLOPE WITH NO SAGS OR HUMPS. THE MINIMUM SLOPE FOR ALL
# MEASURES REQUIRED TO REASONABLY CONTROL SOIL EROSION RESULTING FROM CONSTRUCTION CONTINUOUSLY TO PREVENT EROSION OR OTHER DAMAGE. WHEN IT IS NECESSARY TO INTERRUPT GRAVITY SEWER PIPING SHALL BE 1/4"/FT. (2%).
OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT FROM THE CONSTRUCTION SITE. DRAINAGE OR OTHER EXISTING UTILITIES, CONTRACTOR IS TO PROVIDE TEMPORARY FACILITIES UNTIL
} PERMANENT WORK IS COMPLETED AT NO COST TO THE OWNER. 7. EXISTING SOILS AT THE ABSORPTION FIELD LOCATION SHALL BE PLOWED OR
m 9. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER SCARIFIED TO REMOVE EXISTING ORGANIC LAYER.
0 RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES. 10. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE TO PREVENT PONDING.
o FINISHED SURFACES SHALL BE FREE FROM ANY ABRUPT OR IRREGULAR CHANGES. 8. PLACEMENT OF THE SAND FILL SHALL BE AS SHOWN AND CARE SHALL BE TAKEN TO
10. ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED AFTER EVERY STORM AVOID INCLUSION OF FINE GRAINED SOIL AND WASTE MATERIAL IN THE SAND. THE
EVENT. 11. EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND SO FILL MATERIAL SLOPE SHALL NOT EXCEED ONE VERTICAL TO THREE HORIZONTAL
THAT NO DAMAGE OCCURS TO EXISTING ROOT SYSTEM. PLANT MATERIALS DAMAGED BY CONTRACTOR
II. THE CONTRACTORS ATTENTION IS DIRECTED TO THE FACT THAT THROUGHOUT THE DURATION OF SHALL BE REPLACED IN KIND AT NO ADDITIONAL EXPENSE TO THE OWNER. 9. AFTER EXCAVATING THE ABSORPTION TRENCHES TO THE DEPTHS REQUIRED, THE
THE PROJECT IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL WATER WALLS AND FLOORS OF THE TRENCHES SHALL BE CLEANED AND RAKED TO ACHIEVE
COURSES FROM WATER BORNE SEDIMENT OR POLLUTANTS ORIGINATING FROM ANY WORK DONE 12. EXCAVATION SHALL BE TO ELEVATIONS INDICATED WITH A TOLERANCE OF ± AN EVEN SECTION AND TO LOOSEN SMEARED AREAS.
ON, OR IN SUPPORT OF THIS PROJECT.
13. SUBBASE COURSE MATERIAL SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATION STANDARD 10. NO HEAVY EQUIPMENT OR VEHICULAR TRAFFIC SHALL BE ALLOWED WITHIN THE LIMITS
12. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF WATERBODIES SPECIFICATIONS SECTION 304, TYPE 2 AND SHALL CONFORM TO MIN 95% MODIFIED PROCTOR DENSITY. OF THE ABSORPTION FIELD AFTER FILL MATERIAL HAS BEEN PLACED BOTH DURING OR
BY SILT, SEDIMENT, FUELS, SOLVENTS, LUBRICANTS, EPDXY COATINGS, CONCRETE LEACHATE, OR BACKFILL MATERIAL SHALL BE COMPACTED ON SITE SOIL MATERIAL. AFTER CONSTRUCTION.
ANY OTHER POLLUTANT ASSOCIATED WITH CONSTRUCTION AND CONSTRUCTION PROCEDURES.
14. EMBANKMENT FILL SHALL CONFORM WITH ALL REQUIREMENTS OF NYSDOT SPEC. SECTION 203. MAXIMUM 11. PLACEMENT OF CRUSHED STONE TRENCHES, PERFORATED PIPE, FILTER FABRIC, AND
13. ALL CLEARED AREAS WITH SLOPES GREATER THAN 15% WITHIN 500 FEET OF THE SHORELINE ALLOWABLE LOOSE LIFTS FOR EMBANKMENTS SHALL BE 12 INCH AND SHALL BE COMPACTED TO NOT LESS FILL MATERIAL SHALL BE AS SHOWN.
SHALL MULCHED IF LEFT INACTIVE FOR MORE THAN 24 HOURS. THAN 95% OF THE MAXIMUM DENSITY AS ESTABLISHED THROUGH THE STANDARD PROCTOR COMPACTION
TEST PER ASTM D698. 12. CRUSHED STONE USED FOR THE ABSORPTION TRENCHES SHALL BE WASHED STONE
14. REVEGETATION MUST EXHIBIT A MINIMUM COVER CROP OF 75% THROUGHOUT THE YEAR 3/4" TO 11/2" IN SIZE. HOLD BOTTOM OF THE TRENCHES LEVEL. MAP INFORMATION:
FOLLOWING REVEGETATION. REVEGETATION SHALL BE REPEATED ANNUALLY UNTIL A CROP 15. ALL TRENCHES AND OTHER EXCAVATION SIDE SLOPES INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC BASE MAP INFORMATION OBTAINED FROM "MAP OF LANDS
COVER OF 75% IS ACHIEVED. ONLY AND ARE NOT INTENDED TO INDICATE A STABLE EXCAVATION SLOPE. THE CONTRACTOR SHALL BE 13. DISPOSAL FIELD LATERALS SHALL BE PERFORATED 4"0 SDR 26 PVC PIPE. INSTALL OF FRANK SCARPINATO AND DIANE RADEMACHER -
RESPONSIBLE FOR THE ADEQUACY AND STABILITY OF ALL EXCAVATION SLOPES, SHEETING, SHORING, LATERALS AT 1/16"/FT. TO 1/32"/FT. SLOPE AWAY FROM THE DISTRIBUTION BOX WITH SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST,
TRENCH BOXES, AND ANY OTHER MEANS REQUIRED FOR A SAFE WORK ENVIRONMENT AND FOR HOLES DOWNWARD. PROVIDE END CAPS AT ALL LATERALS. CITY of SARATOGA A SPRINGS, SARATOGA COUNTY, AND
SITE PREPARATION & DEMOLITION NOTES: DATED NOVEMBER 10, 2023 BY THOMPSON PEENING LAND
PROTECTION OF ADJACENT ROADWAYS AND OTHER STRUCTURES. ALL EXCAVATION WORK SHALL COMPLY SURVEYORS, P.C.
WITH THE REQUIREMENTS OF THE FOLLOWING REGULATORY AGENCIES: 14. FILL MATERIAL SHALL BE CLEAN SANDY LOAM FILL, FREE OF ORGANIC MATTER AND DIG SAFE NOTE:
I. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND SUBSURFACE CONDITIONS PRIOR -- SUBPART 23-4, "EXCAVATION OPERATIONS", OF NEW YORK DEPARTMENT OF LABOR INDUSTRIAL CODE RULE STONES LARGER THAN 2 IN. IN ANY DIMENSION. FILL MATERIAL SHALL HAVE AN THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
TO THE START OF WORK. COORDINATE ALL UTILITY REQUIREMENTS AND WORK WITH THE 23. IN-PLACE PERCOLATION RATE OF 5-10 MIN/IN. AS VERIFIED BY THE ENGINEER. "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
APPROPRIATE UTILITY PROVIDER. NOTIFY OWNER'S REPRESENTATIVE OF ANY AND ALL -- SUBPART P, "EXCAVATIONS" OF THE UNITED STATES DEPARTMENT OF LABOR OSHA REGULATIONS FOR WARRANTED TO BE EXACT OR COMPLETE. THE
CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE
DISCREPANCIES. CONSTRUCTION. 15. TOPSOIL AND SEED THE ACTIVE AND FUTURE ABSORPTION FIELD AREA AND ALL OTHER COMMENCING ANY WORK AND SHALL PRESERVE EXISTING
-- ALL OTHER MUNICIPAL, COUNTY, STATE OR FEDERAL AGENCIES, REGULATIONS OR LAWS PERTAINING TO DISTURBED AREAS IMMEDIATELY AFTER CONSTRUCTION. UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN
2. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED. MATERIALS THAT ARE NOT TO EXCAVATION SAFETY AS MAY APPLY AT THE WORK SITE. THIS PLAN SET.
BE STOCKPILED FOR LATER USE ON THE PROJECT OR DELIVERED TO THE OWNER, SHALL BE -- THE MORE STRINGENT PROVISION IN EACH OF THE ABOVE CODES SHALL APPLY. THESE PROVISIONS SHALL 16. ALL PLUMBING WORK SHALL BE COMPLETED IN STRICT ACCORDANCE WITH ALL REVISIONS
LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR IN A TIMELY FASHION SO AS NOT TO BE CONSIDERED MINIMUM REQUIREMENTS AND SHALL BE INCREASED IF NECESSARY TO PROVIDE SAFE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE.
DISRUPT PROGRESS AND TO ENSURE SAFE SITE CONDITIONS. WORKING CONDITIONS. DATE DESCRIPTION
17. NOTIFY THE ENGINEER FOR INSPECTION AT THE FOLLOWING PHASES OF 4/4/24 SUBDIVISION REVIEW
3. CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY ITEMS KNOWN TO CONTAIN HAZARDOUS 16. CRUSHED STONE, WHERE CALLED FOR ON THE DRAWINGS, SHALL CONFORM TO NYS DEPARTMENT OF CONSTRUCTION: 8/I5/24 DPW COMMENTS
MATERIALS OR SUBSTANCES. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 703-02, SIZE DESIGNATION 2. - TO INSPECT AND PERFORM PERCOLATION TESTING ON THE PROPOSED SANDY 1/3I/25 FINAL SUBDIVISION PLAN
HAZARDOUS MATERIALS OR SUBSTANCES DISCOVERED DURING THE COMPLETION OF SPECIFIED LOAM FILL MATERIAL AT THE BORROW PIT.
WORK. 17. ALL DISTURBED AREAS NOT COVERED WITH SITE IMPROVEMENTS OR LANDSCAPING SHALL BE COVERED - DURING PLACEMENT OF THE SANDY LOAM FILL TO PERFORM PERCOLATION
WITH 3" OF TOPSOIL AND SEEDED TO ESTABLISH A DENSE GROWTH OF TURF. SEED MIX SHALL INCLUDE TESTING AND INSPECT THE IN-PLACE SANDY LOAM FILL MATERIAL.
4. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN THE LIMIT 70% CREEPING RED FESCUE AND 30% BLEND OF SHADE-TOLERANT HARD FESCUE. SEED MIX LBS/1,000 SQ. - UPON COMPLETION OF THE SYSTEM INSTALLATION WHILE LATERALS ARE
OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT FT. SHALL BE COMPLIANT WITH NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT EXPOSED, PRIOR TO BACKFILLING.
BE REMOVED FROM THE SITE UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. CONTROL, PAGE 4.46.
18. UPON COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL PREPARE A MAP OF
5. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONDITIONS AND WHICH ARE TABLE 4 . 6 SOIL RESTORATION REQUIREMENTS AS-BUILT CONDITIONS INDICATING A MINIMUM OF TWO TIE DIMENSIONS FROM
-OUTSIDE THE LIMIT OF WORK. ADJACENT CORNERS OF THE RESIDENCE TO THE SEPTIC TANK INLET AND OUTLET
COVERS, THE DISTRIBUTION BOX AND EACH CORNER OF THE LEACH FIELD. IT IS A VIOLATION of NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
6. CONTRACTOR SHALL IMPLEMENT AND BE RESPONSIBLE FOR ALL NECESSARY MEASURES AND PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
PROCEDURES TO MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN, PEDESTRIANS, LOCAL Type of Soil Disturbance Soil Restoration Requirement Comments/Examples SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
TRAFFIC AND ROADWAYS, ADJACENT PROPERTIES, AND ETC. FOR DURATION OF PROJECT AND PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
No soil disturbance Restoration not permitted Preservation of Natural Features "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE of SUCH
UNTIL PROJECT COMPLETION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES AND/OR ALTERNATION,AND SPECIFIC DESCRIPTION OF THE ALTERATION.
RESTORATION REQUIRED AS A RESULT OF DEFICIENT PROTECTION MEASURES. Minimal soil disturbance Restoration not required Clearing and grubbing
HSG A&B HSG C&D
7. THE CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES Areas where topsoil is stripped only-no Protect area from any ongoing construc-
(WHERE APPLICABLE) WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. change in grade Apply 6 inches of Aerate* and apply tion activities.
topsoil 6 inches of topsoil �ND3Cq�
8. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO PREVENT MUD HSG A&B HSG C&D
ONTO PUBLIC WAYS. ANY MUD ON PUBLIC WAYS ORIGINATING FROM THE JOB SITE SHALL BE �N CAT q
CLEANED DAILY BY THE CONTRACTOR ONLY. Areas of cut or fill Aerate* and apply Apply full Soil �w4g�
6 inches of topsoil Restoration**
9. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL PERMITS THAT MAY BE REQUIRED FROM ALL Heavy traffic areas on site(especially in m
JURISDICTIONS AFFECTED BY THIS WORK. a zone 5-25 feet around buildings but Apply full Soil Restoration
not within a 5 foot perimeter around ment mpaction and compost enhance-) 2714 Q�
10. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES NOT TO BE REMOVED. foundation walls) �rF0F E\N
Reduction and/or Keep construction equipment from
LAYOUT AND MATERIAL NOTES: Restoration not required,but may be crossing these areas. To protect newly
Areas where Runoff
F applied to enhance the reduction speci- installed practice from any ongoing
o Infiltration practices are applied fied for appropriate practices. construction activities construct a single
I. VERIFY LOCATION OF ALL WALLS, STAIRS, AND PATIO AFFECTING SCOPE OF WORK. phase operation fence area
0
Soil Restoration is required on redevel- PREPARED FOR
2. THE LAYOUT OF ALL WORK FOR THE PROJECT SHALL BE COMPLETED BY A LICENSED SURVEYOR q
RETAINED BY THE CONTRACTOR. THE ENGINEER TO APPROVE LAYOUT PRIOR TO CONSTRUCTION. Redevelopment projects opment projects in areas where existing FRANK SCARPINATO
impervious area will be converted to 247 KAYDEROSS AVENUE EAST
3. TAKE ALL DIMENSIONS FROM FACE OF DRIVEWAY OR BUILDING. pervious area. SARATOGA SPRINGS, NY 12866
*Aeration includes the use of machines such as tractor-drawn implements with coulters making a narrow slit in the soil,a
4. ALL ANGLES TO BE 90 DEGREES AND ALL LINES OF WALLS AND PAVING TO BE PARALLEL UNLESS roller with many spikes making indentations in the soil,or prongs which function like amini-subsoiler. PROJECT
NOTED OTHERWISE. MAINTAIN HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS NOTED ON ** Per"Deep Ripping and De-compaction,DEC 2008".
Q
THE DRAWINGS. KAYDEROSS SPRINGS
CONSERVATION
5. REFERENCE TO SCALE IS FOR FULL SIZE DRAWINGS ONLY. DO NOT SCALE FROM REDUCED
DRAWINGS.
SUBDIVISION
DRAWING TITLE
O N
NOTES SHEET
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BK1614 P5216
LEGEND
MP\ �- 5. Ll
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A?00� � EXISTING MAJOR CONTOURS
-510 EXISTING MINOR CONTOURS
1 �
WETLANDS
do
SLOPES EXCEEDING 15%
POOL � � � � �� f
IES I TREE LINE
`v w 77 �/ //� / APPROX. UTILIT (� c�
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� ' / � J J �/ � / f/ / 0 5/$"IR• GRAPHIC SCALE
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USACE WETLANDS GARA I INCH = 50 FEET
f l ��kj/�� ON 24 36 X SHEET
� ±0.5 AC. � � � �
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/ MAP INFORMATION.
-_ , /, BASE MAP INFORMATION OBTAINED FROM "MAP OF LANDS
OF FRANK SCARPINATO AND DIANE RADEMACHER -
f USE / / / S76, SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST,
CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY,'
WETLANDS CID /�' 11) J / / / / DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND
AS SHOWN "v\ f 1
ON FILED MAP SURVEYORS, P.C.
DIG SAFE NOTE:
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r "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE. THE
ICl Fqs F CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE
UTILITIESCOMMENCNG WHICHYAREORK NOTND SPECFALL IFIED TO BEVE REMOVED IN
N
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o , / , ss3� k7l�OR REVISIONS
lb
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3 EXISTING TREELINE J y F R yy
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PLAN
/� I 'A / ` LPL ( 30 6� / I J
s <
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o /�`�/ I LAND TO REMAIN // J / d'� cJ, /
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`� UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
�I `�pr'� �5/8"IR.° ° 02�23 W PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
/ 2 IP S33° SURVEYOR, TO ALTER ANY ITEM L ANY WAY. IF , ITEM BEARING THE STAMP
//0 oo' OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
HYDRA NTr, \ / 55' PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
/ N '_� /�� I jy,/ / /\ �l "ALTERED BY' FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
'V ) ALTERNATION,AND SPECIFIC DESCRIPTION OF THE ALTERATION.
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SARATOGA SPRINGS, NY 12866
r / � ■, f � I
'°IR. TEST PIT AND INFILTRATION TEST LOG : PROJECT
z f ` yf 1 N TEST PIT (TP-1) 0" - 6" TOPSOIL KAYDEROSS SPRINGS
f - " 12. 6 C 1 / e �n �� 6" - 20" MED. BROWN SILTY LOAM CONSERVATION
6 4\ \I ) O N 20" - 60" BLUE GRAY CLAY PAN
— — \ago Ng40 02 J J Rij/� / V' �j� PERCHED WATER TABLE AT 12"
NO BEDROCK ENCOUNTERED SUBDIVISION
1 !�
iR. ago
DRAWING TITLE
TEST PIT (TP-2) 0" 6" TOPSOIL
6" - 12 BLUE GRAY SILTY LOAM EXISTING CONDITIONS
12" - 60" BLUE GRAY CLAY PAN
PERCHED WATER TABLE AT 12"
a" NO BEDROCK ENCOUNTERED
Ril e�a� �Ril ey Fc�m
N n o�nC�CY1�e1 -x PROJECT NO. 21008
TEST PITS NO. I - 2 WERE WITNESSED AND EVALUATED BY MATTHEW DATE: DRAWING NO.
mww
HUNTINGTON, PE ON DECEMBER 12, 2023.
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Saratoga Springs, NY 12866
518.450.4030
LEGEND
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/ / w N� — g8�3�/ W0098'
�ry A200�>o LIMITS OF DISTURBANCE
,�0' l 060�0 -SF —SF — SILT FENCE
P a6o EXISTING MAJOR CONTOURS
Z v� w/w / ,�
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w/ / / / / ,O� J S / EXISTING MINOR CONTOURS
WOODGfe
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w 1 / / / / / (� ( EXISTING SURFACE
6 / /�Z N T/ \ 0 BE REMOVED
# w E ` / / / 1 5 8'IR.
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/
STABILIZED CONSTRUCTION
z
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o
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\ �NOODS / / / / I 50 0 25 50 100
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LOCATION OF
MUNICIPAL WATER MAIN / / / 1` Q� � l l ON 24 X 36 SHEET
C/N \
207C4 4, BASE I MAP INFORMATION OBTAINED FROM "MAP OF LANDS
O�2sJ OF FRANK SCARPINATO AND DIANE RADEMACHER -
�j SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST,
CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY,"
STABILIZED CONSTRUCTION ENTRANCE / DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND
,�v. \ � , / - - ► - - - _ / / SURVEYORS, P.C.
- - _ r_ - -
2 ♦ ♦ GREENHOUSE — DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
SILT FENCE (TYP.) ♦ / "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
J \ ( REPAIR PORTION OF EXISTING DRIVEWAY AS REQ'D WARRANTED TO BE EXACT OR COMPLETE. THE
CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE
COMMENCING ANY WORK AND SHALL PRESERVE EXISTING
/ ` ♦ UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET.
0 1 / EXISTING GREENHOUSE r 5/g" s `3Z60 \ l REVISIONS
SF TO BE RELOCATED o
/ Area= � 33.\ DATE DESCRIPTION
/ � 3.369 �C` 1 / I / � � � ` � �� 4/4/24 SUBDIVISION REVIEW
` /
/ � 8/15/24 DPW COMMENTS
/ CONCRETE WASHOUT AREA L-5.10 I/31/25 FINAL SUBDIVISION PLAN
0.155 AC. AREA TO OF TREES TO BE CLEARED 1 I / / ' / /� �3 0, /
FOR POTABLE WATER SERVICE CONNECTION ) / / 1 / 76 - ` ` � ` �
�
1/ SILT FENCE (TYP.) L-5.10 � 3O560 A
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CIO 70
( ) C, ♦ Z 4 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
/ v / / �� TOPSOIL STOCK PILE / / �� UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
2 Gj 2 SURROUNDED BY SILT FENCE L-5.10 L-5.10 �p 5/$"IR. '23"W PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
L-5.10 SILT FENCE (TYP.) / \ /L 2" S33°�� SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
55.�� PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
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ALTERNATION,AND SPECIFIC DESCRIPTION OF THE ALTERATION.
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CONCRETE WASHOUT AREA
PREPARED FOR
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247 KAYDEROSS AVENUE EAST
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LIMITS OF DISTURBANCE ±2.546AC. / �- �/ � WOODS -
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1. 0.021 AC. AREA TO OF TREES TO I 4 Ipw 612.46 )��el oprn en t, Inc � CONSERVATION
BE CLEARED FOR ADJACENT \
PARCEL ACCESS IN FUTURE — N83°40 02 / Riley Fa #20220103701
sow lInst. SUBDIVISION
5/a"IRo� , DRAWING TITLE
DEMOLITION, EROSION , &
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"E
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PROPOSED LOT SETBACKS
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\ EASEMENT AREA I 22s OF FRANK SCARPINATO AND DIANE RADEMACHER -
I \ \ III��� BEGIN NEW DRIVEWAY CONSTRUCTION J6 SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST,
\ / AT CL ROAD STA. 3+58.45 / CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY,'
I GREENHOUSE DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND
\ / 12 FT. WIDE DRIVEWAY EASEMENT THROUGH LOT I / SURVEYORS, P.C.
DIG SAFE NOTF:
I - PC CL ROAD STA. 3+29.20 THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
— EXISTING DRIVEWAY TO REMAIN, REPAIR AS WARRANTED TO BE EXACT OR COMPLETE. THE
♦ REQ'D FOR DURATION OF CONSTRUCTION CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE
aOD�\ + \ ` / COMMENCING ANY WORK AND SHALL PRESERVE EXISTING
UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN
I / / o \ \ ♦ \ / THIS PLAN SET.
I R. S3> REVISIONS
\
'� AT/ / D E DESCRIPTION
/ / \ � \ ♦ 336�
4/4/24 SUBDIVISION REVIEW
/ ♦ ♦\ \` ♦ \ / 8/15/24 DPW COMMENTS
1/31/25 FINAL SUBDIVISION PLAN
CONSERVATION
I / EASEMENT AREA 2 / �4Q��� / / �3♦ \ \ o
PROPOSED TREE LINE (TYP.) 30♦ ♦ \ /
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ROAD STA. (TYP.)
EXISTING UTILITY POLE
EXISTING FARM T IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
' /0 Fr �Q -� / / UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
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/ �TBgC �� / PROPOSED SINGLE FAMILY / 2/•S900 PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
\ (TyP I RESIDENCE (TYP.) 3,000 SF �ND "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
/ O ALTERNATION,AND SPECIFIC DESCRIPTION OF THE ALTERATION.
_ m o I PT � ROAD STA. 9+50.55 �\ \ \ \\)\ �� / MAX. BLDG FOOTPRINT AREA ��1 / Q"a
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FUTURE VEHICULAR CONNECTION TO RILEY FARM LANE SHALL v / / TO BE FARMED) 2714
3 OCCUR WITHIN I YEAR AFTER THE CITY OF SARATOGA SPRINGSTFOF \N-10
Z CONSTRUCTIVELY NOTIFIES FRANK SCARPINATO OR THEN OWNER o
THAT RILEY FARM LANE HAS BECOME A PUBLIC RIGHT OF WAY / / LOT AREAS
\ / LOT AREA (ACRES)
PT CL ROAD STA. 10+86.4\
11.700 PREPARED FOR o
2 0.813 FRANK SCARPINATO
/ CONSERVATION 247 KAYDEROSS AVENUE EAST
EASEMENT AREA 3 0.837 SARATOGA SPRINGS, NY 12866
I PC CL ROAD STA. 11+49.64 ° I CONSERVATION I 3.342
— — — 5/81R. PROJECT
PT ROAD STA. 12+15.41 —
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CONSERVATION 2 2.648 KAYDEROSS SPRINGS
— — — — — d 612•46 �eveloprpent, CONSERVATION
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/ DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND
SURVEYORS, P.C.
DIG SAFE NOTE:
\ THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
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ss3�o;6\ REVISIONS
/ �3F-� DATE DESCRIPTION
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400'R HORIZONTAL CURVE CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY,"
DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND
a` SURVEYORS, P.C.
DIG SAFE NOTE:
+ THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
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DATE DESCRIPTION
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1/3I/25 FINAL SUBDIVISION PLAN
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300'R HORIZONTAL CURVE 80'R HORIZONTAL CURVE CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY,"
DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND
10 SURVEYORS, P.C.
0�0 0 1 000 --I + DIG SAFE NOTE:
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CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE
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DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND
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DIG SAFE NOTF:
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1 \\ \ "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
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1 \ \\ 5/81R s3 � REVISIONS
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4/4/24 SUBDIVISION REVIEW
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1� 9 EA. W/ INDIVIDUAL CURB STOP AT CRESCENT
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MAIN TO CURBSTOP TO BE TYPE 'K' COPPER. - -- / / /
PRECAST CONC.
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(j) \ / / 4"� SCH. 40 PVC SEWER IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
\� w �Qy / PIPE. SLOPE AT MIN. 1/8"/FT. PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
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10' MIN. SILT FENCE TO EXTEND AROUND TREE BELT •
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POLYETHYLENE _ _ _ _ _ _ _ �,� CURB BOX
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SEASONAL HI - - -_ Z MODEL H-10334 (IN CONCRETE WA
13 ° BALES TO BUTT 6" MIN DEPTH GROUNDWATER -III-III =1 I=1 I - I z (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE)
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TYPICAL SECTION I. REFERENCE IS MADE TO THE SILT FENCE DETAIL FOR MATERIALS AND INSTALLATION METHODS. CORPORATION STOP WITH I CURB STOP 74 Warren Street Suite 1
� AGGREGATE 2. IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 10 DAYS, IT SHALL BE STABILIZED WITH BURLAP MATTING OR SEEDED COMPRESSION FITTING �n MUELLER ORISEAL MODEL H-152 COMPRESSION
WITHIN 7 DAYS OF COMPLETION TO MINIMIZE EROSION. MUELLER H-15008 MODEL H-15219 9 (W/ DRAIN)
3/4" OR 1" - SIZE AS REQUIRED (SIZE AS REQUIRED FOR 3/4" OR 1" SERVICE) Saratoga Springs, NY 12866
ALL CONCRETE 3. INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER WEEK OR AFTER SUBSTANTIAL RAINFALL. REPAIR OR
TRUCKo PLAN 12 SHALES BLACK LETTERS REPLACE DEFICIENCIES IMMEDIATELY. 518.450.4030
w WASHOUT HERE ON WHITE 4. SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE HAS BEEN ELIMINATED AND SHALL BE TEMPORARY CAP OR PLUG
CAPACITY: BACKGROUND REMOVED ONLY WHEN DIRECTED BY TOWN OR ENGINEER. (AS NECESSARY)
= 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 GALVANIZED "U" ::j
3/4" MIN. SIZE TYPE K
GALLONS PER CHUTE AND 50 GALLONS PER HOPPER OF CONCRETE PUMP TRUCK AND/OR DISCHARGING PIPE
CHANNEL POST TOPSOIL S T 0 C K P I L E DETAIL 45' COPPER
SIZE AS REQUIRED
DRUM. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. IF EXCAVATED, TOM TO
BOTTOM OF SIGN /- WATER MAIN
THE SIDE SLOPES SHALL BE 2 HORIZONTAL TO I VERTICAL. 4 SCALE: N.T.S.
# FINISH GRADE 3/4" OR 1" COPPER TUBING (TYPE K) ,A ORLIC.I CO FOOT BEARING BLOCK
# LOCATION: TRENCH & PIPE TRENCH & PIPE (SIZE AS REQUIRED)
# LOCATE THE FACILITY A MINIMUM OF 100 FEET FROM DRAINAGE SWALES, STORM DRAIN INLETS, WETLANDS, EXTEND FILL MIN. 2'-6"
BEFORE TAPERING I 20'-0" TAPER MIN.
STREAMS AND OTHER SURFACE WATERS. PREVENT SURFACE WATER FROM ENTERING THE STRUCTURE 3'-0" MIN SIGN SHALL BE PLACED (TYP. ALL SIDES) 6'-0" (TYP. ALL SIDES)
r EXCEPT FOR THE ACCESS ROAD. PROVIDE APPROPRIATE ACCESS WITH GRAVEL ACCESS ROAD SLOPED DOWN SOIL IN A PROMINENT LOCATION NOTE: LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT. WHERE NO CURB/TREE BELT
Z TO THE STRUCTURE. SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS EMBEDMENT AT WASHOUT AREA IS PRESENT INSTALL CURB BOX AT PROPERTY LINE.
DISCHARGED. SLOP 4 0
o E GEOTEXTILE FILTER FABRIC CITY OF SARATOGA WATER SERVICE LATERAL DETAIL
3 MIN.
LINER: WASHOUT SIGN —� _ - BETWEEN CRUSHED STONE AND FILL
ALL WASHOUT FACILITIES SHALL BE LINED TO PREVENT LEACHING OF LIQUIDS IN THE GROUND. THE LINER 1 K' I 9 SCALE: N.T.S.
SHALL BE PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 MILS WITH NO HOLES OR TEAR, AND EXISTING GRADE 3" MIN. TOPSOIL
ANCHORED BEYOND THE TOP OF THE PIT WITH AN APPURTENANCE EXCEPT AT THE ACCESS POINT ADE -
# IF PRE-FABRICATED WASHOUTS ARE USED THEY MUST ENSURE THE CAPTURE AND CONTAINMENT OF THE GROUP wDW4 _TABLE o o
CONCRETE WASH AND BE SIZED BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS. THEY SHALL �,
# BE SITED AS NOTED IN THE LOCATION CRITERIA.
3 MIN.
} MAINTENANCE:
z • ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED IMMEDIATELY. CLEAN SANDY LOAM FILL (TYP.)
EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDENED CONCRETE SHALL BE PUMPED TO A STABILIZED AREA SUCH AS GRASS FILTER STRIP. o
SEE WASTEWATER TREATMENT
Lu • ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75% OF STORAGE CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER SYSTEM NOTE #12
SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE. L3/4" - 112"0 CRUSHED STONE (TYP.) STONE _
• DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON-SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN REMOVE TOPSOIL & ORGANICS TO BE WASHED PRIOR TO PLACEMENT. _
APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. IN THAT CASE, THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED, OR BURIED AND THEN PLOW SURFACE
COVERED WITH A MINIMUM OF 2 FEET OF CLEAN COMPACTED EARTH FILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. 4"0 PERFORATED PVC DISTRIBUTION LATERAL. PROVIDE ADJUSTABLE
• THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. INSTALL LATERAL AT 1/16"/FT. TO 1/32"/FT. (TYP.) LOCATION MARKER LEVELING DEVICE ON
• INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN NON-DESIGNATED AREAS. EACH OUTLET
CONCRETE WASHOUT AREA DETAIL SINGLE LOT ONSITE WASTEWATER TREATMENT SYSTEM SCHEDULE -
SCALE: N.T.S. REQ'D TRENCH REQ'D BASAL +' 4"0 PVC GRAVITY SEWER
HOUSE SIZE DAILY FLOW RATE LENGTH* AREA** PROPOSED SYSTEM LAYOUT PIPE TO TRENCH @ 0.5%
3 BEDROOM 330 GPD 184 FT. 1650 SF (4) 46 LF TRENCHES MIN. SLOPE
32'L X 51'W BASAL AREA FLOW FROM
SEPTIC TANK
WOVEN WIRE 4 BEDROOM 440 GPD 254 FT. 2200 SF (5) 51 LF TRENCHES BAFFLE
MAP INFORMATION:
FENCE (MIN. 14 2" HARDWOOD 36" MIN. FENCE POST 39.5'L X 56'W BASAL AREA J o 0 0 0 o Q o BASE MAP INFORMATION OBTAINED FROM "MAP OF LANDS
GAUGE W MAX 6" IO' MAX. TO FENCE POSTS, 5 BEDROOM 550 GPD 306 FT. 2750 SF (6) 51 LF TRENCHES FORT MILLER PRECAST
OF FRANK SCARPINATO AND DIANE RADEMACHER -
MESH SPACING) MIN. 36" LONG, 49.5'L X 56'W BASAL AREA DISTRIBUTION BOX OR SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST,
DRIVEN 16" INTO APPROVED EQ. SEE ���� ���� CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY,"
WOVEN WIRE FENCE *REQ'D TRENCH LENGTH BASED ON A FILL PERC. RATE OF 5-10 MIN./IN. DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND
GROUND **REQ'D BASAL AREA IS BASED ON AN APPLICATION RATE OF 0.2 GPD/SF PLANS FOR SIZE.
(MIN. 14 z GAUGE W/ SURVEYORS, P.C.
_ RAISED TRENCH SYSTEM DETAIL SCHEDULE FOR OIR N0. OF TRENCHES REQ'D.DE PEA RAVEL FOUNDATION OF CLEAN SANDR THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
N DIG SAFE NOTE:
W MAX. 6" MESH SPACING) o
WITH FILTER CLOTH 3
rn3 �' z 5 PRECAST CONC . DISTRIBUTION BOX "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
C' z - COMPACTED SOIL SCALE: NTS WARRANTED TO BE EXACT OR COMPLETE. THE
D . p CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE
o OPENING OPENING I O SCALE: N.T.S. COMMENCING ANY WORK AND SHALL PRESERVE EXISTING
rn = m FLQV UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN
c� D EMBED FILTER —► UNDISTURBED
= r THIS PLAN SET.
W rn CLOTH A MIN. OF GROUND LOCATION MARKER,
rn REVISIONS
r - > 8" IN GROUND 3 (TYP.) INVERT OF SLOT OR MANUFACTURER'S
o � �— z— — 4' - DATE DESCRIPTION
FINISH GRADE, HOLES CONNECTING z STANDARD OPENING
z \'O� (TYP.) CHAMBERS OF DUAL AND COVER, (TYP.) 4/4/24 SUBDIVISION REVIEW
D F� O� SECTION VIEW CHAMBER TANK - a 8/15/24 DPW COMMENTS
F� 1/31/25 FINAL SUBDIVISION PLAN
PERSPECTIVE VIEW MIN. 18"0 OPENING, EA. z z
END OF TANK. (TYP.)
NOTES: SILT FENCE SLOPE LENGTH/FENCE LENGTH (FT ) _ LIQUID
.
I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR SANITARY TEE NLEVEL ao � POLYETHYLENE FLARED END SECTIONS W/
STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE HARDWOOD. CORRUGATED COUPLING MATCHING CONDUIT
STANDARD REINFORCED INLET INVERT FLOW CORRUGATIONS & HAVING ANCHOR TOE PIECE,
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED SLOPE SUPER � FLOW
EVERY 34" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX MESH FENCE FENCE EL. MIN. 2" U.N.O ON PLANS. PROVIDE END SECTIONS.
ABOVE OUTLET _ B
OPENING. <2% 300 / 1500 NA NA INVERT. - - z CORRUGATED HDPE STORM o
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE a o - o = >7 PIPE W/SMOOTH WATERWAY LINER
OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FIXTER X, 2�0-10/0 125 / 1000 250 12000 300 / 2500 z_
I'-6" MIN. COMPLYING W/ASTM F2648 U.N.O. ON IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
MARAFI IOOX, STABILINKA T140N OR APPROVE EQUIVALENT IF USING THE WOVEN WIRE 10-20% 100 / 750 150 / 1000 200 / 1000 _ WALL FOR DUAL
FENCE. IF THE WOVEN WIRE FENCE IS NOT USED, FILTER FABRIC MUST BE NYSDOT TYP. o PLANS.; SEE PLAN FOR SIZE. R UNLESS THEY ARE ACTING UNDER THE DIRECTION of A LICENSE[)
0 0 4" THICK X 1'-6"W L CHAMBER TANK. PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING 20/0-33/O 60 / 500 80 / 750 100 / 1000 SEE NOTE BELOW o o .1A„ J SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
ANTI-FLOATATION OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
SILT FENCE DETAIL COLLAR (TYP.) 0 3 L O PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
+ "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
2 O ALTERNATION,AND SPECIFIC DESCRIPTION OF THE ALTERATION.
SCALE: N.T.S.
VARIES
#2 CRUSHED STONE
12" MIN
50' MIN. PLACED ON AND UNDISTURBED (TYP.) PAVEMENT IL& SEED or- Ne
0
WRAPPED WITH SOIL
6, GEOTEXTILE FABRIC L = 5'-0" MIN. *cb 4 E' 0
3 5:/ NOTES:
e7 z
SINGLE-LOT ONSITE SEPTIC TANK SCHEDULE INSTALL EROSION AND
III I I EXISTING 1. PROVIDE FLEXIBLE PIPE BOOTS AT ALL PENETRATIONS FLOW SEDIMENT CONTROL MATS ON MOUNTABLE INTO ALL TANKS. HOUSE SIZE DAILY FLOW REQ'D SEPTIC ALL SLOPES 3:1 AND GREATER �Q C+►
EXISTING GROUND GEOTEXTILE FABRIC BERM PAVEMENT RATE TANK VOL. z A 08018A
PROFILE VIEW (OPTIONAL) 2. FOR DUAL CHAMBER TANK, WALL SHALL HAVE A 4"V. x 18" I
WIDE SLOT, OR (4) 4"0 HOLES, INVERT LOCATED AS 3 BEDROOM 330 GPD 1,000 GAL o o ��SSSIONP�
SHOWN. DUAL CHAMBER TANKS SHALL BE PROVIDED FOR 4 BEDROOM 440 GPD 1,250 GAL
ALL SEPTIC TANKS WITH AN INTERIOR LENGTH GREATER
w NOTE: THAN OR EQUAL TO 10 FT. 5 BEDROOM 550 GPD 1,500 GAL o
0
50' MIN. 1. STONE SIZE - USE 1" -4" TYPE 3 STONE. 6" BEDDING SAND o
2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE TYPCIAL SEPTIC TANK DETAIL 12" THICK MAT OF LIGHT "' PREPARED FOR
RESIDENCE LOT WHERE A 30' MINIMUM LENGTH WOULD APPLY). STONE FILL
z 3. THICKNESS - NOT LESS THAN 6". SCALE: N.T.S. GEOTEXTILE SEPARATION FABRIC FRANK SCARPINATO
4. WIDTH - 12 FEET MINIMUM, BUT NOT LESS THAN THE FULL WIDTH 247 KAYDEROSS AVENUE EAST
WHERE INGRESS AND EGRESS OCCUR. 24 FEET IF SINGLE SWALE
ENTRANCE TO THE SITE. VARIES SEE DRAWINGS. SECTION "A" 12 SARATOGA SPRINGS, NY 12866
o ;-,;,-_„-_„ 5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR
0
TO PLACING THE STONE. PROJECT
z 12' MIN. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED VARIES KAYDEROSS SPRINGS
EXISTING TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS 6" MAX. 6" MAX.
N PAVEMENT THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM I I/2"NYS DOT 401 /(/.3 3N __-_-- D/2 CONSERVATION
WITH A 5:1 SLOPE WILL BE PERMITTED. TYPE 7 TOP COURSE - ---_-__ \_ �� _--_--
=I I I 411I=111=11 7. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A --____ QX MPX 12 12 SUBDIVISION
CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF 2 I/2"NYS DOT 401 - _ _� __--_---
EXISTING GROUND TYPE 3 BINDER COURSE
z SEDIMENT ONTO PUBLIC RIGHTS-OF WAY MUST BE REMOVED DRAWING TITLE
IMMEDIATELY. 12" NYS DOT ITEM 304-2.03 PROTECT BOTTOM OF 2:1 MAX SIDE SLOPES /
1N o 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA _ _ TYPE 2 GRAVEL SUBBASE DRAINAGE CHANNEL W/ 3" MIN. TOPSOIL J CONSTRUCTION DETAILS
ZN- STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED —II _ _= WOVEN GEOTEXTILE FABRIC, STRAW MULCH COVERED AND SEED, TYP. 12" THICK MAT OF LIGHT
- PLAN VIEW jN SEDIMENT TRAPPING DEVICE. III=III=III=III=III=_ _ _ _ _ = MIRIFI 50OX OR APPROVED EQUAL W/ROLLED EROSION GEOTEXTILE
O 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE STONE FILL
J N N COMPACTED SUBGRADE CONTROL MAT, STAKE
PROVIDED AFTER EACH RAIN. SECTION VIEW SEPARATION FABRIC
MAT AT 6' C-C. EXIST. SOIL. SECTION B PROJECT NO. 21008
mww DATE: DRAWING NO.
oQ� STABILIZED CONSTRUCTION ENTRANCE ASPHALT PAVEMENT DETAIL VEGETATED SWALE DETAIL STONE OUTLET PROTECTION DETAIL
L<z
3
01/31/2025 L-5 10
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aN" SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.
Q.V rDWGII OF 11