HomeMy WebLinkAbout20240250 247 Kaydeross East Subdivision PlansL-0.00 COVER SHEET
L-0.10 NOTES SHEET
L-0.20 EXISTING CONDITIONS
L-0.30 DEMOLITION, EROSION & SEDIMENT
CONTROL PLAN
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
PERMITS &
APPROVALS
4/4/2024
cover sheet
SHEET INDEX
L-0.001
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
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.
4/4/2024
21008
KAYDEROSS SPRINGS
CONSERVATION
SUBDIVISION
FRANK SCARPINATO
247 KAYDEROSS AVENUE EAST
SARATOGA SPRINGS, NY 12866
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 10
PREPARED FOR
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
4/4/24 SUBDIVISION REVIEW
PROJECT LOCATION GENERAL NOTESPREPARED FOR / OWNER
ZONING & SITE STATISTICS
PROPERTIES WITHIN 300 FT.
KAYEDEROSS SPRINGS CONSERVATION SUBDIVISION
247 KAYDEROSS AVENUE EAST
SARATOGA SPRINGS, NY 12866
SCARPINATO, FRANK
247 KAYDEROSS AVE EAST
SARATOGA SPRINGS, NY 12866
518-316-6583
ZONE: RURAL RESIDENTIAL - RR ZONE
TAX MAP ID:179.-3-29.211
MUNICIPALITY:SARATOGA COUNTY
PARCEL SIZE:13.35 ACRES
1.PRIOR TO COMMENCING ANY WORK, CONTRACTOR SHALL CONTACT
U.F.P.O. AND THE PROPER LOCAL AUTHORITIES TO CONFIRM THE
LOCATION OF ALL EXISTING UTILITIES. ANY COSTS INCURRED BY
THE CONTRACTOR FOR FAILURE TO CONTACT THE PROPER
AUTHORITIES SHALL BE SOLELY THE RESPONSIBILITY OF THE
CONTRACTOR.
2.THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS
AND REPORT ANY DISCREPANCY BETWEEN THE PLANS AND THE
FIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE.
3.CONTRACTOR SHALL VERIFY AND COORDINATE LOCATION OF ALL
UTILITIES, INCLUDING BY NOT LIMITED TO LINES, DUCTS, CONDUITS,
SLEEVES, FOOTINGS, ETC., WITH LOCATIONS OF PROPOSED SITE
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
SHALL BE RESPONSIBILITY OF THE CONTRACTOR.
4.CONTRACTOR SHALL ESTABLISH PERMANENT BENCHMARKS PRIOR TO
THE START OF CONSTRUCTION. ALL SECONDARY BENCHMARKS
SHALL BE LOCATED SO THAT THEY WILL NOT BE DISTURBED DURING
CONSTRUCTION.
5.LIMITS OF DISTURBANCE IS NOTED ON DRAWINGS. CONTRACTOR IS
RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND
OUTSIDE THE LIMITS OF DISTURBANCE. ANY AREAS OUTSIDE THE
LIMITS OF DISTURBANCE THAT ARE DISTURBED SHALL BE RESTORED
TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE
OWNER. IF NO LIMITS OF DISTURBANCE IS SHOWN, PROPERTY LINE
SHALL BE THE LIMITS OF DISTURBANCE.
6.CONTRACTOR SHALL EMPLOY CARE IN SCHEDULING CONSTRUCTION
SO AS TO MAINTAIN EXISTING VEHICULAR TRAFFIC PATTERNS AND
MINIMIZE DISRUPTION TO SURROUNDING PEDESTRIAN TRAFFIC.
CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF
PEDESTRIANS INSIDE AND OUTSIDE OF THE LIMITS OF DISTURBANCE.
7.VARIOUS PERMITS ARE REQUIRED FOR THIS PROJECT. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL REQUIRED PERMITS
FROM ALL JURISDICTIONS AFFECTED BY THIS WORK ARE IN PLACE
PRIOR TO CONSTRUCTION.
8.ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING
CONSTRUCTION SHALL BE RECORDED BY THE CONTRACTOR ON
"AS-BUILT DRAWINGS," AS SPECIFIED.
9.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING
INFRASTRUCTURE FOR THE DURATION OF CONSTRUCTION.ADIRONDACKNORTHWAYPROJECT SITE KAYDEROSS AVE. E.CR
E
S
C
E
N
T
A
V
E
CONSERVATION SUBDIVISION
CALCULATIONS
TOTAL SITE ACREAGE:13.35 ACRES
ZONE RR-2 MIN. LOT SIZE:2 UNITS /ACRE
CONSTRAINED ACREAGE:
JURISDICTIONAL WETLANDS:.5 AC
STEEP SLOPES (> 25%):2.3 AC
TOTAL CONSTRAINED ACREAGE:2.8 ACRES
UNCONSTRAINED ACREAGE:
TOTAL SITE ACREAGE:13.35 AC
CONSTRAINED ACREAGE:2.8 AC
TOTAL UNCONSTRAINED ACREAGE: 10.55 ACRES
ALLOWED LOTS:
(UNCONSTRAINED LAND/ MIN. LOT SIZE):
10.55 AC / 2AC = 5 ALLOWABLE LOTS
PROPOSED LOTS=3 PROPOSED LOTS
1"= 1000'
LAKE
LONELY
PROJECT TEAM
CIVIL ENGINEER / LANDSCAPE ARCHITECT:
STUDIO A | LANDSCAPE ARCHITECTURE + ENGINEERING, D.P.C.
74 WARREN STREET, SUITE 1
SARATOGA SPRINGS, NY 12866
CONTACT: KIRSTEN CATELLIER, RLA
PHONE: 518.450.4030
300 FT.
BUFFER
300 FT.
BUFFER
PROJECT SITE
KAYDEROSS AVE. E.CR
E
S
C
E
N
T
A
V
E
1
2
3
4
6
7
9 8
5
ID TAX MAP OWNER
1 179.-3-19 WILLIAM SUTTON
2 179.-3-19 WILLIAM SUTTON
3 179.18-1-6 227 KAYDEROSS AVE INC
4 179.-3-31 241 KAYDEROSS LLC
5 179.-3-29.13 CITY OF SARATOGA SPRINGS
6 179.-3-29.22 WILLIAM MCCLUNE
7 179.-3-29.212 JAY BALDWIN
8 179.-3-20.2 LESTER RAMSDILL
9 179.-3-33 LESTER RAMSDILL
PARCEL ID (TYP.)
SAVE DATE: 3/26/2024 2:50 PMFILE NAME: Z:\Projects\2021 Projects\21008 - Scarpinatio Subdivision\DWG\03 SHEETS\cds\L-0.10_NOTES.dwgPLOTTED BY:CLOUGHMANDESIGN BY:DRAWN BY:CHECKED BY:############NOTES SHEET
L-0.10
2
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
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.
4/4/2024
21008
KAYDEROSS SPRINGS
CONSERVATION
SUBDIVISION
FRANK SCARPINATO
247 KAYDEROSS AVENUE EAST
SARATOGA SPRINGS, NY 12866
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 10
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
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.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "MAP OF LANDS
OF FRANK SCARPINATO AND DIANE RADEMACHER -
SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST,
CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY,"
DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND
SURVEYORS, P.C.
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
4/4/24 SUBDIVISION REVIEW
SITE PREPARATION & DEMOLITION NOTES:
1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND SUBSURFACE CONDITIONS PRIOR
TO THE START OF WORK. COORDINATE ALL UTILITY REQUIREMENTS AND WORK WITH THE
APPROPRIATE UTILITY PROVIDER. NOTIFY OWNER'S REPRESENTATIVE OF ANY AND ALL
DISCREPANCIES.
2.ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED. MATERIALS THAT ARE NOT TO
BE STOCKPILED FOR LATER USE ON THE PROJECT OR DELIVERED TO THE OWNER, SHALL BE
LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR IN A TIMELY FASHION SO AS NOT TO
DISRUPT PROGRESS AND TO ENSURE SAFE SITE CONDITIONS.
3.CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY ITEMS KNOWN TO CONTAIN HAZARDOUS
MATERIALS OR SUBSTANCES. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF
HAZARDOUS MATERIALS OR SUBSTANCES DISCOVERED DURING THE COMPLETION OF SPECIFIED
WORK.
4.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN THE LIMIT
OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT
BE REMOVED FROM THE SITE UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE.
5.THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONDITIONS AND WHICH ARE
OUTSIDE THE LIMIT OF WORK.
6.CONTRACTOR SHALL IMPLEMENT AND BE RESPONSIBLE FOR ALL NECESSARY MEASURES AND
PROCEDURES TO MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN, PEDESTRIANS, LOCAL
TRAFFIC AND ROADWAYS, ADJACENT PROPERTIES, AND ETC. FOR DURATION OF PROJECT AND
UNTIL PROJECT COMPLETION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES AND/OR
RESTORATION REQUIRED AS A RESULT OF DEFICIENT PROTECTION MEASURES.
7.THE CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES
(WHERE APPLICABLE) WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS.
8.ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO PREVENT MUD
ONTO PUBLIC WAYS. ANY MUD ON PUBLIC WAYS ORIGINATING FROM THE JOB SITE SHALL BE
CLEANED DAILY BY THE CONTRACTOR ONLY.
9.CONTRACTOR SHALL BE REQUIRED TO SECURE ALL PERMITS THAT MAY BE REQUIRED FROM ALL
JURISDICTIONS AFFECTED BY THIS WORK.
10.CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES NOT TO BE REMOVED.
EROSION & SEDIMENT CONTROL NOTES:
IN ACCORDANCE WITH THE CITY OF SARATOGA SPRINGS CODE AND NYSDEC REQUIREMENTS, THE
FOLLOWING CONTROLS SHALL BE REQUIRED:
1.ALL EXPOSED SOIL DISTURBANCE SHALL BE IN ACCORDANCE WITH THE NYS DEC REQUIREMENTS.
ANY EXPOSED SOIL SHALL BE PROPERLY STABILIZED WITH EITHER PERMANENT SEED AND MULCH
IF SOIL DISTURBANCE IS COMPLETED OR TEMPORARILY SEEDED AND MULCHED IF IT WILL BE
MORE THAN 10 DAYS BEFORE ADDITIONAL SOIL DISTURBANCE WILL OCCUR. EXPOSED SOIL SHALL
RECEIVE TEMPORARY OR PERMANENT SEED AND MULCH WITHIN 10 DAYS OF SUBSTANTIAL
COMPLETION OF CONSTRUCTION.
2.THE CONTRACTOR SHALL LIMIT THE AREA OF CLEARING AND GRUBBING, EXCAVATION, BORROW,
AND EMBANKMENT OPERATIONS IN PROGRESS, COMMENSURATE WITH THEIR CAPABILITY AND
PROGRESS IN KEEPING THE FINISH GRADING AND MULCHING, SEEDING AND OTHER TEMPORARY
AND/OR PERMANENT CONTROL MEASURES IN ACCORDANCE WITH THESE PLANS.
3.THE CONTRACTOR SHALL DESIGNATE TO THE OWNER'S REPRESENTATIVE A QUALIFIED EROSION
AND SEDIMENT CONTROL SUPERVISOR WITH ADEQUATE TRAINING, EXPERIENCE, AND AUTHORITY
TO IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES AS PER THE NYS
DEC REQUIREMENTS
4.CONSTRUCTION IS TO PROCEED IN ACCORDANCE WITH THE CONSTRUCTION PHASING SCHEDULE
SUPPLIED BY THE CONTRACTOR OR SHOWN ON THE PLANS. GRASSES SHALL BE ESTABLISHED ON
ALL DISTURBED AREAS AS SOON AS POSSIBLE. FOR TIME FRAMES OUTSIDE THE GROWING
SEASON, OTHER METHODS OF SOIL STABILIZATION (SUCH AS THE USE OF JUTE MESH EXCELSIOR
MATTING) WILL BE USED UNTIL SUCH A TIME AS GRASS CAN BE ESTABLISHED.
5.ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO
ANY SITE DISTURBANCE. THIS INCLUDES GRADING OPERATIONS, UTILITY OR STRUCTURE INSTALL.
6.SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTED IN
ACCORDANCE WITH NYS DEC REQUIREMENTS.
7.APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE UNTIL THE
CONTRIBUTING DRAINAGE AREA SERVED IS STABILIZED.
8.THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS AND INSTALL ALL
MEASURES REQUIRED TO REASONABLY CONTROL SOIL EROSION RESULTING FROM CONSTRUCTION
OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT FROM THE CONSTRUCTION SITE.
9.THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER
RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES.
10.ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED AFTER EVERY STORM
EVENT.
11.THE CONTRACTORS ATTENTION IS DIRECTED TO THE FACT THAT THROUGHOUT THE DURATION OF
THE PROJECT IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL WATER
COURSES FROM WATER BORNE SEDIMENT OR POLLUTANTS ORIGINATING FROM ANY WORK DONE
ON, OR IN SUPPORT OF THIS PROJECT.
12.ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF WATERBODIES
BY SILT, SEDIMENT, FUELS, SOLVENTS, LUBRICANTS, EPOXY COATINGS, CONCRETE LEACHATE, OR
ANY OTHER POLLUTANT ASSOCIATED WITH CONSTRUCTION AND CONSTRUCTION PROCEDURES.
13.ALL CLEARED AREAS WITH SLOPES GREATER THAN 15% WITHIN 500 FEET OF THE SHORELINE
SHALL MULCHED IF LEFT INACTIVE FOR MORE THAN 24 HOURS.
14.REVEGETATION MUST EXHIBIT A MINIMUM COVER CROP OF 75% THROUGHOUT THE YEAR
FOLLOWING REVEGETATION. REVEGETATION SHALL BE REPEATED ANNUALLY UNTIL A CROP
COVER OF 75% IS ACHIEVED.
LAYOUT AND MATERIAL NOTES:
1.VERIFY LOCATION OF ALL WALLS, STAIRS, AND PATIO AFFECTING SCOPE OF WORK.
2.THE LAYOUT OF ALL WORK FOR THE PROJECT SHALL BE COMPLETED BY A LICENSED SURVEYOR
RETAINED BY THE CONTRACTOR. THE ENGINEER TO APPROVE LAYOUT PRIOR TO CONSTRUCTION.
3.TAKE ALL DIMENSIONS FROM FACE OF DRIVEWAY OR BUILDING.
4.ALL ANGLES TO BE 90 DEGREES AND ALL LINES OF WALLS AND PAVING TO BE PARALLEL UNLESS
NOTED OTHERWISE. MAINTAIN HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS NOTED ON
THE DRAWINGS.
5.REFERENCE TO SCALE IS FOR FULL SIZE DRAWINGS ONLY. DO NOT SCALE FROM REDUCED
DRAWINGS.
SITE WORK NOTES:
1.BEFORE ANY LAND CLEARING IS COMMENCED, THE CONTRACTOR SHALL ARRANGE A MEETING ON SITE
WITH THE OWNER'S REPRESENTATIVE TO IDENTIFY WHICH TREES ARE TO BE PROTECTED OR REMOVED. NO
CLEARING SHALL OCCUR WITHOUT A CLEAR UNDERSTANDING OF THE EXISTING CONDITIONS TO BE
PRESERVED.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS
DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD. THE PLACEMENT OF
PROTECTION DEVICES ADDITIONAL TO THOSE NOTED SHALL, HOWEVER, BE AT THE CONTRACTORS
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
TEMPORARY EROSION AND SEDIMENT (E&S) CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY
EARTH DISTURBANCE. E&S CONTROL DEVICES SHALL BE REGULARLY INSPECTED AND MAINTAINED AS
NEEDED TO ENSURE SATISFACTORY PERFORMANCE. ANY DAMAGE OCCURRING DURING THE COURSE OF
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.ALL PROPOSED GRADES SET IN THE FIELD TO BE COMPLETED BY A NEW YORK STATE LICENSED SURVEYOR.
4.ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN A MAXIMUM OF 12" COMPACTED
LIFTS.
5.ALL SLOPES 3:1 AND GREATER SHALL BE STABILIZED WITH SLOPE STABILIZATION MATS. LOCATIONS AND
METHODS TO BE APPROVED BY THE OWNER'S REPRESENTATIVE.
6.PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF
ONE-EIGHTH (18") PER FOOT. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO
THE OWNER'S REPRESENTATIVE IMMEDIATELY BEFORE CONTINUING WORK.
7.EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR
SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING
CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO THE OWNER.
8.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING GRADE, PROVIDING VERTICAL
CURVES OR ROUNDINGS AT THE TOP AND BOTTOM OF ALL SLOPES.
9.DURING GRADING OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED
CONTINUOUSLY TO PREVENT EROSION OR OTHER DAMAGE. WHEN IT IS NECESSARY TO INTERRUPT
DRAINAGE OR OTHER EXISTING UTILITIES, CONTRACTOR IS TO PROVIDE TEMPORARY FACILITIES UNTIL
PERMANENT WORK IS COMPLETED AT NO COST TO THE OWNER.
10.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE TO PREVENT PONDING.
FINISHED SURFACES SHALL BE FREE FROM ANY ABRUPT OR IRREGULAR CHANGES.
11.EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND SO
THAT NO DAMAGE OCCURS TO EXISTING ROOT SYSTEM. PLANT MATERIALS DAMAGED BY CONTRACTOR
SHALL BE REPLACED IN KIND AT NO ADDITIONAL EXPENSE TO THE OWNER.
12.EXCAVATION SHALL BE TO ELEVATIONS INDICATED WITH A TOLERANCE OF ± 1".
13.SUBBASE COURSE MATERIAL SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS SECTION 304, TYPE 2 AND SHALL CONFORM TO MIN 95% MODIFIED PROCTOR DENSITY.
BACKFILL MATERIAL SHALL BE COMPACTED ON SITE SOIL MATERIAL.
14.EMBANKMENT FILL SHALL CONFORM WITH ALL REQUIREMENTS OF NYSDOT SPEC. SECTION 203. MAXIMUM
ALLOWABLE LOOSE LIFTS FOR EMBANKMENTS SHALL BE 12 INCH AND SHALL BE COMPACTED TO NOT LESS
THAN 95% OF THE MAXIMUM DENSITY AS ESTABLISHED THROUGH THE STANDARD PROCTOR COMPACTION
TEST PER ASTM D698.
15.ALL TRENCHES AND OTHER EXCAVATION SIDE SLOPES INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC
ONLY AND ARE NOT INTENDED TO INDICATE A STABLE EXCAVATION SLOPE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE ADEQUACY AND STABILITY OF ALL EXCAVATION SLOPES, SHEETING, SHORING,
TRENCH BOXES, AND ANY OTHER MEANS REQUIRED FOR A SAFE WORK ENVIRONMENT AND FOR
PROTECTION OF ADJACENT ROADWAYS AND OTHER STRUCTURES. ALL EXCAVATION WORK SHALL COMPLY
WITH THE REQUIREMENTS OF THE FOLLOWING REGULATORY AGENCIES:
--SUBPART 23-4, "EXCAVATION OPERATIONS", OF NEW YORK DEPARTMENT OF LABOR INDUSTRIAL CODE RULE
23.
--SUBPART P, "EXCAVATIONS" OF THE UNITED STATES DEPARTMENT OF LABOR OSHA REGULATIONS FOR
CONSTRUCTION.
--ALL OTHER MUNICIPAL, COUNTY, STATE OR FEDERAL AGENCIES, REGULATIONS OR LAWS PERTAINING TO
EXCAVATION SAFETY AS MAY APPLY AT THE WORK SITE.
--THE MORE STRINGENT PROVISION IN EACH OF THE ABOVE CODES SHALL APPLY. THESE PROVISIONS SHALL
BE CONSIDERED MINIMUM REQUIREMENTS AND SHALL BE INCREASED IF NECESSARY TO PROVIDE SAFE
WORKING CONDITIONS.
16.CRUSHED STONE, WHERE CALLED FOR ON THE DRAWINGS, SHALL CONFORM TO NYS DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS SECTION 703-02, SIZE DESIGNATION 2.
17.ALL DISTURBED AREAS NOT COVERED WITH SITE IMPROVEMENTS OR LANDSCAPING SHALL BE COVERED
WITH 3" OF TOPSOIL AND SEEDED TO ESTABLISH A DENSE GROWTH OF TURF. SEED MIX SHALL INCLUDE
70% CREEPING RED FESCUE AND 30% BLEND OF SHADE-TOLERANT HARD FESCUE. SEED MIX LBS/1,000 SQ.
FT. SHALL BE COMPLIANT WITH NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT
CONTROL, PAGE 4.46.
TABLE 4.6 - SOIL RESTORATION REQUIREMENTS
WASTEWATER TREATMENT SYSTEM NOTES
1.THE ON-SITE SUBSURFACE WASTEWATER TREATMENT SYSTEM SHALL BE A RAISED
ABSORPTION TRENCH SYSTEM. THE BASIS OF DESIGN FOR THE SYSTEM IS AS
FOLLOWS:
DESIGN STANDARDS NYSDOH APPENDIX 75A
PLUMBING FIXTURES MAX. 1.6 Gal./FLUSH WATER CLOSETS
SEE DETAILS 5 & 6 FOR ON SHEET L-5.10 FOR REQ'D SEPTIC TANK VOL., TRENCH
LENGTH, AND BASAL AREA
2.ALL WASTEWATER TREATMENT SYSTEM COMPONENTS SHALL BE IN STRICT
ACCORDANCE WITH THE SYSTEM DESIGN INFORMATION INDICATED ON THESE
DRAWINGS, WITH ALL N.Y.S. DEPARTMENT OF HEALTH, AND CITY OF SARATOGA
SPRINGS REQUIREMENTS.
3.THE DISCHARGE OF WASTE FROM GARBAGE GRINDERS, SPA TUBS, SUMP PUMPS, ROOF
DRAINS, WATER TREATMENT SYSTEM BACKWASH AND NON-CONSERVING WATER
FIXTURES IS PROHIBITED. ADDITIONALLY, LAWN IRRIGATION SYSTEMS SHALL NOT BE
INSTALLED ABOVE THE WASTEWATER ABSORPTION FIELD.
4.THE SEPTIC TANK SHALL BE A PRECAST CONCRETE NON-TRAFFIC TYPE UNIT WITH
SANITARY TEES OR BAFFLES AT INLETS AND OUTLETS. MINIMUM TANK CAPACITY
SHALL BE AS SHOWN. FOR TWO-PIECE TANKS, PROVIDE SEALANT PER
MANUFACTURER'S INSTRUCTIONS BETWEEN THE TANK SECTIONS. THOROUGHLY CLEAN
JOINT IMMEDIATELY PRIOR TO INSTALLING SEALANT. IF AIR TEMPERATURE IS BELOW
65°F., WARM SEALANT TO A PLIABLE CONDITION. SET TANKS LEVEL ON No. 2
CRUSHED STONE AS INDICATED. THE EXTERIOR SURFACES OF THE SEPTIC TANK
SHALL BE THOROUGHLY COATED WITH THE MANUFACTURER'S STANDARD
WATERPROOFING COATING.
5.DISTRIBUTION BOX SHALL BE AN (8) OUTLET, PRECAST CONCRETE UNIT WITH
INTEGRAL CONCRETE BAFFLE AS MANUFACTURED BY THE FORT MILLER COMPANY, OR
APPROVED EQUAL. PROVIDE FLOW LEVELERS AT EACH OUTLET LATERAL.
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
AT A UNIFORM SLOPE WITH NO SAGS OR HUMPS. THE MINIMUM SLOPE FOR ALL
GRAVITY SEWER PIPING SHALL BE 1/4"/FT. (2%).
7.EXISTING SOILS AT THE ABSORPTION FIELD LOCATION SHALL BE PLOWED OR
SCARIFIED TO REMOVE EXISTING ORGANIC LAYER.
8.PLACEMENT OF THE SAND FILL SHALL BE AS SHOWN AND CARE SHALL BE TAKEN TO
AVOID INCLUSION OF FINE GRAINED SOIL AND WASTE MATERIAL IN THE SAND. THE
FILL MATERIAL SLOPE SHALL NOT EXCEED ONE VERTICAL TO THREE HORIZONTAL
9.AFTER EXCAVATING THE ABSORPTION TRENCHES TO THE DEPTHS REQUIRED, THE
WALLS AND FLOORS OF THE TRENCHES SHALL BE CLEANED AND RAKED TO ACHIEVE
AN EVEN SECTION AND TO LOOSEN SMEARED AREAS.
10.NO HEAVY EQUIPMENT OR VEHICULAR TRAFFIC SHALL BE ALLOWED WITHIN THE LIMITS
OF THE ABSORPTION FIELD AFTER FILL MATERIAL HAS BEEN PLACED BOTH DURING OR
AFTER CONSTRUCTION.
11.PLACEMENT OF CRUSHED STONE TRENCHES, PERFORATED PIPE, FILTER FABRIC, AND
FILL MATERIAL SHALL BE AS SHOWN.
12.CRUSHED STONE USED FOR THE ABSORPTION TRENCHES SHALL BE WASHED STONE
3/4" TO 1 1/2" IN SIZE. HOLD BOTTOM OF THE TRENCHES LEVEL.
13.DISPOSAL FIELD LATERALS SHALL BE PERFORATED 4"Ø SDR 26 PVC PIPE. INSTALL
LATERALS AT 1/16"/FT. TO 1/32"/FT. SLOPE AWAY FROM THE DISTRIBUTION BOX WITH
HOLES DOWNWARD. PROVIDE END CAPS AT ALL LATERALS.
14.FILL MATERIAL SHALL BE CLEAN SANDY LOAM FILL, FREE OF ORGANIC MATTER AND
STONES LARGER THAN 2 IN. IN ANY DIMENSION. FILL MATERIAL SHALL HAVE AN
IN-PLACE PERCOLATION RATE OF 5-10 MIN/IN. AS VERIFIED BY THE ENGINEER.
15.TOPSOIL AND SEED THE ACTIVE AND FUTURE ABSORPTION FIELD AREA AND ALL OTHER
DISTURBED AREAS IMMEDIATELY AFTER CONSTRUCTION.
16.ALL PLUMBING WORK SHALL BE COMPLETED IN STRICT ACCORDANCE WITH ALL
REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE.
17.NOTIFY THE ENGINEER FOR INSPECTION AT THE FOLLOWING PHASES OF
CONSTRUCTION:
- TO INSPECT AND PERFORM PERCOLATION TESTING ON THE PROPOSED SANDY
LOAM FILL MATERIAL AT THE BORROW PIT.
- DURING PLACEMENT OF THE SANDY LOAM FILL TO PERFORM PERCOLATION
TESTING AND INSPECT THE IN-PLACE SANDY LOAM FILL MATERIAL.
- UPON COMPLETION OF THE SYSTEM INSTALLATION WHILE LATERALS ARE
EXPOSED, PRIOR TO BACKFILLING.
18.UPON COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL PREPARE A MAP OF
AS-BUILT CONDITIONS INDICATING A MINIMUM OF TWO TIE DIMENSIONS FROM
ADJACENT CORNERS OF THE RESIDENCE TO THE SEPTIC TANK INLET AND OUTLET
COVERS, THE DISTRIBUTION BOX AND EACH CORNER OF THE LEACH FIELD.
C r e s e n t
A v e n u e
KayderossAvenueExt.TP-1
TP-2
SLOPES EXCEEDING 25%
±2.3 AC
EXISTING TREELINE
±6.3 AC. OF LAND WOODED
PREVIOUSLY CULTIVATED
LAND TO REMAIN
USACE WETLANDS
±0.5 AC.
EXISTING RESIDENCE TO REMAIN
APPROXIMATE LOCATION
OF TEST PITSTP-1
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
WETLANDS
SLOPES EXCEEDING 25%
860
TREE LINE
SAVE DATE: 3/27/2024 12:15 PMFILE NAME: Z:\Projects\2021 Projects\21008 - Scarpinatio Subdivision\DWG\03 SHEETS\cds\L-0.20_EXIST.dwgPLOTTED BY:CLOUGHMANDESIGN BY:DRAWN BY:CHECKED BY:############EXISTING CONDITIONS
L-0.20
3
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
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.
4/4/2024
21008
KAYDEROSS SPRINGS
CONSERVATION
SUBDIVISION
FRANK SCARPINATO
247 KAYDEROSS AVENUE EAST
SARATOGA SPRINGS, NY 12866
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 10
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
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.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "MAP OF LANDS
OF FRANK SCARPINATO AND DIANE RADEMACHER -
SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST,
CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY,"
DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND
SURVEYORS, P.C.
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
on 24" x 36" sheet
25 50 100050
1 inch = 50 feet
GRAPHIC SCALE
north
4/4/24 SUBDIVISION REVIEW
TEST PIT AND INFILTRATION TEST LOG:
TEST PIT (TP-1)0" - 6"TOPSOIL
6" - 20"MED. BROWN SILTY LOAM
20" - 60"BLUE GRAY CLAY PAN
PERCHED WATER TABLE AT 12"
NO BEDROCK ENCOUNTERED
TEST PIT (TP-2)0" - 6" TOPSOIL
6" - 12"BLUE GRAY SILTY LOAM
12" - 60" BLUE GRAY CLAY PAN
PERCHED WATER TABLE AT 12"
NO BEDROCK ENCOUNTERED
TEST PITS NO. 1 - 2 WERE WITNESSED AND EVALUATED BY MATTHEW
HUNTINGTON, PE ON DECEMBER 12, 2023.
C r e s e n t
A v e n u e
KayderossAvenueExt.0.021 AC. AREA TO OF TREES TO
BE CLEARED FOR ADJACENT
PARCEL ACCESS IN FUTURE
LIMITS OF DISTURBANCE ±2.546AC.
EXISTING TREE LINE TO REMAIN
0.155 AC. AREA TO OF TREES TO BE CLEARED
FOR POTABLE WATER SERVICE CONNECTION
LOCATION OF
MUNICIPAL WATER MAIN
REPAIR PORTION OF EXISTING
DRIVEWAY AS REQ'D
STABILIZED CONSTRUCTION ENTRANCE
CONCRETE WASHOUT AREA
TOPSOIL STOCK PILE
SURROUNDED BY SILT FENCE
SILT FENCE (TYP.)
SILT FENCE (TYP.)
SILT FENCE (TYP.)
SILT FENCE (TYP.)
EXISTING GREENHOUSE
TO BE RELOCATED
CONCRETE WASHOUT AREA
PROPERTY LINE
LEGEND
SILT FENCE
LIMITS OF DISTURBANCE
EXISTING SURFACE
TO BE REMOVED
STABILIZED CONSTRUCTION
ENTRANCE
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
WETLANDS
860
TREES TO BE CLEARED
SAVE DATE: 4/4/2024 8:30 AMFILE NAME: Z:\Projects\2021 Projects\21008 - Scarpinatio Subdivision\DWG\03 SHEETS\cds\L-0.30_ESC.dwgPLOTTED BY:CLOUGHMANDESIGN BY:DRAWN BY:CHECKED BY:############DEMOLITION, EROSION, &
L-0.30
4
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
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.
4/4/2024
21008
KAYDEROSS SPRINGS
CONSERVATION
SUBDIVISION
FRANK SCARPINATO
247 KAYDEROSS AVENUE EAST
SARATOGA SPRINGS, NY 12866
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 10
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
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.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "MAP OF LANDS
OF FRANK SCARPINATO AND DIANE RADEMACHER -
SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST,
CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY,"
DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND
SURVEYORS, P.C.
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
on 24" x 36" sheet
25 50 100050
1 inch = 50 feet
GRAPHIC SCALE
north
4/4/24 SUBDIVISION REVIEW
SEDIMENT CONTROL PLAN
SILT FENCE (TYP.)
SILT FENCE (TYP.)
L-5.10
1
L-5.10
2
L-5.10
2
L-5.10
2
L-5.10
2
L-5.10
2
L-5.10
2
L-5.10
3
L-5.10
2
L-5.10
4
L-5.10
1
C r e s e n t
A v e n u e
KayderossAvenueExt.0+ 001+ 002+ 003+ 004+ 005+ 006+ 007+ 008+ 009+ 0010+ 0011+ 0012+ 00PC C ROAD STA. 3+29.20L
PT C ROAD STA. 9+50.55L
PC C ROAD STA. 2+89.19
PT C ROAD STA. 10+86.41
L
PC C ROAD STA. 11+49.64
PT C ROAD STA. 12+15.41
L
L
L
1
2
3
CONSERVATION
EASEMENT AREA 1
EXTENSION OF PRIVATE ROAD TO
BE CONSTRUCTED ONCE ADJACENT
SUBDIVISION ROAD IS DEDICATED
PROPOSED SINGLE FAMILY
RESIDENCE (TYP.) 3,000 SF
MAX. BLDG FOOTPRINT AREA
EXISTING RESIDENCE TO REMAIN
EXISTING DRIVEWAY TO REMAIN
10 FT.
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
(
T
Y
P
.
)20 FT. FRONTYARDSETBACK (TYP.)20 FT. REAR YARDSETBACK (TYP.)R=400'L=621.3
3'R=300'L=94.22'R=80'L=65.77'EXISTING FARM
FIELD TO REMAIN
12 FT. WIDE ASPHALT ACCESS DRIVE
C ROAD STA. (TYP.)L
21.59
'19.03'EXISTING UTILITY POLER30.00
'L47.75
'
R86.00'
L47.75'
12 FT. WIDE DRIVEWAY EASEMENT THROUGH LOT 1
12'W ASPHALT DRIVEWAY (TYP.)
CONSERVATION
EASEMENT AREA 2
CONSERVATION
EASEMENT AREA 3
PROPOSED 10'W X 20'L POOL
W/ 10'W PATIO AREA (TYP.)
CONSERVATION
EASEMENT AREA 4
(AREA TO CONTINUE
TO BE FARMED)
BEGIN NEW DRIVEWAY CONSTRUCTION
AT C ROAD STA. 3+58.45L
EXISTING DRIVEWAY TO REMAIN, REPAIR AS
REQ'D FOR DURATION OF CONSTRUCTION
PROPERTY LINE
LEGEND
PROPOSED LOT SETBACKS
PROPOSED LOT PROPERTY LINES
ROAD CENTERLINE
PROPOSED ASPHALT SURFACE
EXISTING TREE LINE
TO REMAIN
PROPOSED TREE LINE
PROPOSED BUILDING
SAVE DATE: 4/4/2024 8:35 AMFILE NAME: Z:\Projects\2021 Projects\21008 - Scarpinatio Subdivision\DWG\03 SHEETS\cds\L-1.20_LAYOUT PLAN.dwgPLOTTED BY:CLOUGHMANDESIGN BY:DRAWN BY:CHECKED BY:############LAYOUT PLAN
L-1.10
5
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
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.
4/4/2024
21008
KAYDEROSS SPRINGS
CONSERVATION
SUBDIVISION
FRANK SCARPINATO
247 KAYDEROSS AVENUE EAST
SARATOGA SPRINGS, NY 12866
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 10
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
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.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "MAP OF LANDS
OF FRANK SCARPINATO AND DIANE RADEMACHER -
SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST,
CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY,"
DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND
SURVEYORS, P.C.
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
on 24" x 36" sheet
25 50 100050
1 inch = 50 feet
GRAPHIC SCALE
north
4/4/24 SUBDIVISION REVIEW
RELOCATED GREENHOUSE
L-5.10
7
L-5.10
7
PROPOSED TREE LINE (TYP.)
CONSERVATION EASEMENT LINE
LOT AREAS
LOT AREA (ACRES)
1 11.700
2 0.813
3 0.837
CONSERVATION 1 3.342
CONSERVATION 2 2.648
CONSERVATION 3 0.623
CONSERVATION 4 1.696
C r e s e n t
A v e n u e
KayderossAvenueExt.F.F. EL.
277.5
F.F. EL.
276.0 270270260260270270270EDGE OF WASTEWATER ABSORPTION FIELD
FILL (TYP.) SEE SHEET L-3.10 FOR DETAILS.
PROPERTY LINE
LEGEND
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS862
PROPOSED SWALE
860
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
860
PROPOSED CULVERT
LIMITS OF DISTURBANCE
SAVE DATE: 4/3/2024 1:24 PMFILE NAME: Z:\Projects\2021 Projects\21008 - Scarpinatio Subdivision\DWG\03 SHEETS\cds\L-2.10_GRADING PLAN.dwgPLOTTED BY:CLOUGHMANDESIGN BY:DRAWN BY:CHECKED BY:############GRADING & DRAINAGE
L-2.10
6
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
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.
4/4/2024
21008
KAYDEROSS SPRINGS
CONSERVATION
SUBDIVISION
FRANK SCARPINATO
247 KAYDEROSS AVENUE EAST
SARATOGA SPRINGS, NY 12866
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 10
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
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.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "MAP OF LANDS
OF FRANK SCARPINATO AND DIANE RADEMACHER -
SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST,
CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY,"
DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND
SURVEYORS, P.C.
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
on 24" x 36" sheet
25 50 100050
1 inch = 50 feet
GRAPHIC SCALE
north
4/4/24 SUBDIVISION REVIEW
PLAN
4'W X 1'D VEGETATED SWALE (TYP.)
12"Ø X 43'L HDPE CULVERT W/
STONE OUTLET PROTECTION
INLET INV. EL. 266'
OUTLET INV. EL. 265'
12"Ø X 33'L HDPE CULVERT W/
STONE OUTLET PROTECTION
INLET INV. EL. 257.0'
OUTLET INV. EL. 256.5'
12"Ø X 30'L HDPE CULVERTW/
STONE OUTLET PROTECTION
INLET INV. EL. 256.0'
OUTLET INV. EL. 255.5'
L-5.10
11
L-5.10
11
L-5.10
11
L-5.10
8
12"Ø X 30'L HDPE CULVERT W/
STONE OUTLET PROTECTION
INLET INV. EL. 223.0'
OUTLET INV. EL. 223.0'L-5.10
11
LIMITS OF DISTURBANCE
yderossAvenueExt.0+ 001+ 002+ 003+ 004+ 005+
00
6
+
0
0
2702
7
0
272.25271.25270.25269.00267.00265.00263.00259.00254.50250.50246.75242.50240.75239.00237.00235.75234.00230.50228.00224.50244.25272.30272.25270.00250
240
230
220
210
200elevation (ft)EXISTING ℄ ELEVATION, TYP.4+002+005+003+001+000+00PROPOSED ℄ ELEVATION, TYP.
260
6+00270
267.34264.85263.98269.46271.83270.95272.07271.69270.70265.00266.25268.00266.95268.20265.70269.00269.45280
290 400'R HORIZONTAL CURVE
VERTICAL CURVE
L=150.00'PC 3+29.20PVC 4+22.35PVT 5+72.355%
VERTICAL CURVE
L=50.00'PVC 4+22.35PVT 5+72.3510%
1.5%
EXISTING GRADE
PROPOSED GRADE
SAVE DATE: 4/3/2024 1:16 PMFILE NAME: Z:\Projects\2021 Projects\21008 - Scarpinatio Subdivision\DWG\03 SHEETS\cds\L-2.20_ROAD PROF.dwgPLOTTED BY:CLOUGHMANDESIGN BY:DRAWN BY:CHECKED BY:############ROAD PROFILE
L-2.20
7 northDRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
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.
4/4/2024
21008
KAYDEROSS SPRINGS
CONSERVATION
SUBDIVISION
FRANK SCARPINATO
247 KAYDEROSS AVENUE EAST
SARATOGA SPRINGS, NY 12866
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 10
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
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.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "MAP OF LANDS
OF FRANK SCARPINATO AND DIANE RADEMACHER -
SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST,
CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY,"
DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND
SURVEYORS, P.C.
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
4/4/24 SUBDIVISION REVIEW
PLAN
1 DRIVEWAY PLAN VIEW
SCALE: 1" = 40'-0"
2 DRIVEWAY PROFILE
SCALE: 1" = 40'-0"H | 1" = 10'-0"V
STA 0+00.00 TO 6+50.00
STA 0+00.00 TO 6+50.00
DRIVEWAY CENTERLINE (TYP.)
C DRIVEWAY STA. (TYP.)L
STORM PIPE (TYP.)MATCHLINEDETAIL 1, SHEET L-2.21MATCHLINEDETAIL 2, SHEET L-2.21
6+ 007+ 008+ 009+ 0010+ 0011+ 0012+
00260260270270
270
250
240
230
220
210
200elevation (ft)260
270
280
290
268.50268.00267.00266.00265.75264.25261.75259.50258.25257.90257.50260.50262.00262.50263.50264.25265.00266.25259.00269.00269.50271.00258.85266.95268.20265.70263.20264.45261.95259.57260.70258.53260.10259.16258.65261.33265.09263.83262.58266.33268.83267.58270.10271.61273.437+008+009+0010+0011+0012+00275.50275.56279.00277.98300'R HORIZONTAL CURVE 80'R HORIZONTAL CURVE
VERTICAL CURVE
L=150.00'
VERTICAL CURVE
L=100.00'PC 9+89.19PC 11+49.64PVC 7+81.22PVC 11+16.92PT 9+50.53PT 10+83.41PT 12+15.41PVT 9+31.22PVT 12+16.925%10%
5%
12"Ø HDPE STORM
PIPE CROSSING 18" MIN.PROPOSED GRADE
SAVE DATE: 4/3/2024 1:16 PMFILE NAME: Z:\Projects\2021 Projects\21008 - Scarpinatio Subdivision\DWG\03 SHEETS\cds\L-2.20_ROAD PROF.dwgPLOTTED BY:CLOUGHMANDESIGN BY:DRAWN BY:CHECKED BY:############ROAD PROFILE
L-2.21
8
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
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.
4/4/2024
21008
KAYDEROSS SPRINGS
CONSERVATION
SUBDIVISION
FRANK SCARPINATO
247 KAYDEROSS AVENUE EAST
SARATOGA SPRINGS, NY 12866
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 10
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
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.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "MAP OF LANDS
OF FRANK SCARPINATO AND DIANE RADEMACHER -
SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST,
CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY,"
DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND
SURVEYORS, P.C.
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
4/4/24 SUBDIVISION REVIEW
PLAN
1 DRIVEWAY PLAN VIEW
SCALE: 1" = 40'-0"
2 DRIVEWAY PROFILE
SCALE: 1" = 40'-0"H | 1" = 10'-0"V
STA 6+50.00 TO 12+46.16
STA 6+50.00 TO 12+46.16
DRIVEWAY CENTERLINE (TYP.)
C DRIVEWAY STA. (TYP.)L
STORM PIPE (TYP.)northMATCHLINEDETAIL 1, SHEET L-2.20MATCHLINEDETAIL 2, SHEET L-2.20
C r e s e n t
A v e n u e
KayderossAvenueExt.PROPERTY LINE
LEGEND
WATER SERVICE LATERAL
TP-1270
272268274
276
PRECAST CONC.
SEPTIC TANK. SEE
SCH. FOR REQ. SIZE
4"Ø SCH. 40 PVC
SEWER PIPE. SLOPE AT
MIN. 1/4"/FT.
4"Ø SCH. 40 PVC
SEWER PIPE. SLOPE AT
MIN. 1/4"/FT.11.70'(10 FT. MIN.)20.02'(20 FT. MIN.)11.39'(10 FT. MIN.)50% FUTURE
REPLACEMENT AREA
EDGE OF FILL MATERIAL
EDGE OF BASAL AREA
PRECAST CONC.
DISTRIBUTION BOX
4"Ø SCH. 40 PVC SEWER
PIPE. SLOPE AT MIN. 1/8"/FT.
(6) 2'W X 51'L TRENCHES
W/ 4"Ø PERFORATED PVC
PIPE CENTERED IN EA.
TRENCH. PROVIDE END
CAPS @ EA. PIPE.SAVE DATE: 4/4/2024 8:35 AMFILE NAME: Z:\Projects\2021 Projects\21008 - Scarpinatio Subdivision\DWG\03 SHEETS\cds\L-3.10_UTILITY PLAN.dwgPLOTTED BY:CLOUGHMANDESIGN BY:DRAWN BY:CHECKED BY:############UTILITY PLAN
L-3.10
9
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
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.
4/4/2024
21008
KAYDEROSS SPRINGS
CONSERVATION
SUBDIVISION
FRANK SCARPINATO
247 KAYDEROSS AVENUE EAST
SARATOGA SPRINGS, NY 12866
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 10
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
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.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "MAP OF LANDS
OF FRANK SCARPINATO AND DIANE RADEMACHER -
SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST,
CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY,"
DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND
SURVEYORS, P.C.
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
on 24" x 36" sheet
25 50 100050
1 inch = 50 feet
GRAPHIC SCALE
north
4/4/24 SUBDIVISION REVIEW
(2) 1 1/2"Ø TYPE 'K' HPDE
WATER SERVICE LATERALs
1 ENLARGED RAISED TRENCH SYSTEM PLAN
SCALE: 1" = 20'-0"
SEE DETAIL 1, THIS DWG FOR ENLARGED
RAISED TRENCH SYSTEM PLAN.
ABSORPTION FIELDS SIZED FOR 5 BEDROOMS.119.94'(10 FT. HORIZONTALSEPARATION MIN.)L-5.10
5
L-5.10
6
L-5.10
9
L-5.10
10
SAVE DATE: 3/27/2024 10:55 AMFILE NAME: Z:\Projects\2021 Projects\21008 - Scarpinatio Subdivision\DWG\03 SHEETS\cds\L-5.10_DETAILS.dwgPLOTTED BY:CLOUGHMANDESIGN BY:DRAWN BY:CHECKED BY:############CONSTRUCTION DETAILS
L-5.10
10
9 CITY OF SARATOGA WATER SERVICE LATERAL DETAIL
SCALE: N.T.S.
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
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.
4/4/2024
21008
KAYDEROSS SPRINGS
CONSERVATION
SUBDIVISION
FRANK SCARPINATO
247 KAYDEROSS AVENUE EAST
SARATOGA SPRINGS, NY 12866
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 10
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
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.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM "MAP OF LANDS
OF FRANK SCARPINATO AND DIANE RADEMACHER -
SCARPINATO, SITUATE AT 247 KAYDEROSS AVENUE EAST,
CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, NY,"
DATED NOVEMBER 10, 2023 BY THOMPSON FLEMING LAND
SURVEYORS, P.C.
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
4/4/24 SUBDIVISION REVIEW
NOTE:
1.STONE SIZE - USE 1" -4" TYPE 3 STONE.
2.LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE
RESIDENCE LOT WHERE A 30' MINIMUM LENGTH WOULD APPLY).
3.THICKNESS - NOT LESS THAN 6".
4.WIDTH - 12 FEET MINIMUM, BUT NOT LESS THAN THE FULL WIDTH
WHERE INGRESS AND EGRESS OCCUR. 24 FEET IF SINGLE
ENTRANCE TO THE SITE.
5.GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR
TO PLACING THE STONE.
6.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED
TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS
THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM
WITH A 5:1 SLOPE WILL BE PERMITTED.
7.MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC RIGHTS-OF WAY MUST BE REMOVED
IMMEDIATELY.
8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA
STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED
SEDIMENT TRAPPING DEVICE.
9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE
PROVIDED AFTER EACH RAIN.
EXISTING
PAVEMENT
6"
M
I
N
.
3'5:1
GEOTEXTILE FABRIC MOUNTABLE
BERM
(OPTIONAL)
EXISTING
PAVEMENTEXISTING GROUND
EXISTING GROUND
PLAN VIEW
PROFILE VIEW
50' MIN.
50' MIN.12' MIN.12' MIN.10' MIN.10' MIN.3 STABILIZED CONSTRUCTION ENTRANCE
SCALE: N.T.S.
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.BELOW GRADE2' 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
NOTES:
1.REFERENCE IS MADE TO THE SILT FENCE DETAIL FOR MATERIALS AND INSTALLATION METHODS.
2.IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 10 DAYS, IT SHALL BE STABILIZED WITH BURLAP MATTING OR SEEDED
WITHIN 7 DAYS OF COMPLETION TO MINIMIZE EROSION.
3.INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER WEEK OR AFTER SUBSTANTIAL RAINFALL. REPAIR OR
REPLACE DEFICIENCIES IMMEDIATELY.
4.SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE HAS BEEN ELIMINATED AND SHALL BE
REMOVED ONLY WHEN DIRECTED BY TOWN OR ENGINEER.
4 TOPSOIL STOCKPILE DETAIL
SCALE: N.T.S.
SILT FENCE TO EXTEND AROUND
ENTIRE PERIMETER OF
STOCKPILE, OR TO EXTEND
AROUND DOWNSTREAM PORTION
IF STOCKPILE IS ON SLOPE
8 VEGETATED SWALE DETAIL
SCALE: N.T.S.
C SWALEL
VARIES SEE DRAWINGS.
6" MAX.6" MAX.
1V:3H
MAX.1V:3H
MAX.
PROTECT BOTTOM OF
DRAINAGE CHANNEL W/
STRAW MULCH COVERED
W/ROLLED EROSION
CONTROL MAT, STAKE
MAT AT 6' C-C.
3" MIN. TOPSOIL
AND SEED, TYP.
EXIST. SOIL.SECTION VIEW
1 1/2"NYS DOT 401
TYPE 7 TOP COURSE
2 1/2"NYS DOT 401
TYPE 3 BINDER COURSE
12" NYS DOT ITEM 304-2.03
TYPE 2 GRAVEL SUBBASE
COMPACTED SUBGRADE
WOVEN GEOTEXTILE FABRIC,
MIRIFI 500X OR APPROVED EQUAL
7 ASPHALT PAVEMENT DETAIL
SCALE: N.T.S.
6 TYPCIAL SEPTIC TANK DETAIL
SCALE: N.T.S.
C OPENINGL C OPENINGL
INLET INVERT
EL. MIN. 2"
ABOVE OUTLET
INVERT.D=30" MIN.FLOWFLOW
L
0.3 LD/32" MIN.1'-4"MIN.1'-6"MIN.MANUFACTURER'S
STANDARD OPENING
AND COVER, (TYP.)
WALL FOR DUAL
CHAMBER TANK.
SEE NOTE BELOW
UNDISTURBED
SOIL
INVERT OF SLOT OR
HOLES CONNECTING
CHAMBERS OF DUAL
CHAMBER TANK
LIQUID
LEVEL
LOCATION MARKER,
(TYP.)
FINISH GRADE,
(TYP.)
MIN.18"Ø OPENING, EA.
END OF TANK. (TYP.)
SANITARY TEE
#2 CRUSHED STONE
PLACED ON AND
WRAPPED WITH
GEOTEXTILE FABRIC
NOTES:
1.PROVIDE FLEXIBLE PIPE BOOTS AT ALL PENETRATIONS
INTO ALL TANKS.
2.FOR DUAL CHAMBER TANK, WALL SHALL HAVE A 4"V. x 18"
WIDE SLOT, OR (4) 4"Ø HOLES, INVERT LOCATED AS
SHOWN. DUAL CHAMBER TANKS SHALL BE PROVIDED FOR
ALL SEPTIC TANKS WITH AN INTERIOR LENGTH GREATER
THAN OR EQUAL TO 10 FT.
12" MIN
(TYP.)8" MIN(TYP)8" MIN.1'-4"MAX1" MIN.AIR GAP1'-6" MIN.
TYP.
4" THICK X 1'-6"W
ANTI-FLOATATION
COLLAR (TYP.)
SINGLE-LOT ONSITE SEPTIC TANK SCHEDULE
HOUSE SIZE DAILY FLOW
RATE
REQ'D SEPTIC
TANK VOL.
3 BEDROOM 330 GPD 1,000 GAL
4 BEDROOM 440 GPD 1,250 GAL
5 BEDROOM 550 GPD 1,500 GAL
5 RAISED TRENCH SYSTEM DETAIL
SCALE: NTS
SINGLE LOT ONSITE WASTEWATER TREATMENT SYSTEM SCHEDULE
HOUSE SIZE DAILY FLOW RATE REQ'D TRENCH
LENGTH*
REQ'D BASAL
AREA**PROPOSED SYSTEM LAYOUT
3 BEDROOM 330 GPD 184 FT.1650 SF (4) 46 LF TRENCHES
32'L X 51'W BASAL AREA
4 BEDROOM 440 GPD 254 FT.2200 SF (5) 51 LF TRENCHES
39.5'L X 56'W BASAL AREA
5 BEDROOM 550 GPD 306 FT.2750 SF (6) 51 LF TRENCHES
49.5'L X 56'W BASAL AREA
*REQ'D TRENCH LENGTH BASED ON A FILL PERC. RATE OF 5-10 MIN./IN.
**REQ'D BASAL AREA IS BASED ON AN APPLICATION RATE OF 0.2 GPD/SF
3 MIN.
1
3 MIN.
1
C TRENCH & PIPE C TRENCH & PIPELLEXTEND FILL MIN. 2'-6"
BEFORE TAPERING
(TYP. ALL SIDES)6'-0"
4'-0"2'-0"1'-0"2'-0"1'-0"6"3"6"EXISTING G
R
A
D
E
GROUNDWA
T
E
R
T
A
B
L
E
20'-0" TAPER MIN.
(TYP. ALL SIDES)
3" MIN. TOPSOIL
CLEAN SANDY LOAM FILL (TYP.)
SEE WASTEWATER TREATMENT
SYSTEM NOTE #12
SLOPE
4"Ø PERFORATED PVC DISTRIBUTION LATERAL.
INSTALL LATERAL AT 1/16"/FT. TO 1/32"/FT. (TYP.)
REMOVE TOPSOIL & ORGANICS
THEN PLOW SURFACE
GEOTEXTILE FILTER FABRIC
BETWEEN CRUSHED STONE AND FILL
3/4" - 1/2"Ø CRUSHED STONE (TYP.) STONE
TO BE WASHED PRIOR TO PLACEMENT.
NOTE: DETAIL IS DIAGRAMMATIC, SEE
SCHEDULE FOR NO. OF TRENCHES REQ'D.
12" THICK MAT OF LIGHT
STONE FILL
GEOTEXTILE SEPARATION FABRIC
12"
12" THICK MAT OF LIGHT
STONE FILL GEOTEXTILE
SEPARATION FABRIC
VARIES
12"3'-0"FLOW
INSTALL EROSION AND
SEDIMENT CONTROL MATS ON
ALL SLOPES 3:1 AND GREATER
SECTION "A"
SECTION "B"
"A"
"B"
11 STONE OUTLET PROTECTION DETAIL
SCALE: N.T.S.DD + 0.4LL = 5'-0" MIN.
CORRUGATED HDPE STORM
PIPE W/SMOOTH WATERWAY LINER
COMPLYING W/ASTM F2648 U.N.O. ON
PLANS.; SEE PLAN FOR SIZE.D/212"3DD/2
2:1 MAX SIDE SLOPES
6" BEDDING SAND
PAVEMENT
VARIES
12" MIN.POLYETHYLENE FLARED END SECTIONS W/
CORRUGATED COUPLING MATCHING CONDUIT
CORRUGATIONS & HAVING ANCHOR TOE PIECE,
U.N.O ON PLANS. PROVIDE END SECTIONS.
3" TOPSOIL& SEED
12" MIN. OF CLEAN SAND OR
PEA GRAVEL FOUNDATION
FLOW FROM
SEPTIC TANK
LOCATION MARKER
4"Ø PVC GRAVITY SEWER
PIPE TO TRENCH @ 0.5%
MIN. SLOPE±10"10 PRECAST CONC. DISTRIBUTION BOX
SCALE: N.T.S.
PROVIDE ADJUSTABLE
LEVELING DEVICE ON
EACH OUTLET
BAFFLE
FORT MILLER PRECAST
DISTRIBUTION BOX OR
APPROVED EQ. SEE
PLANS FOR SIZE.