Site Plans555550
545
0+ 00
1+ 00
2+ 00555PT-1
TP-1
PT-2
PROPOSED
RESIDENCE
FFE. 556.5'100
.
3
'89.0'7
3
.
0
'37.5'COVERED
PATIO
FUTURE LOCATION OF POOL
PROPOSED INFILTRATION
BASIN
PROPOSED POTABLE
WATER WELL
PROPOSED 12'W
ASPHALT DRIVEWAY
UTILIZING EXISTING
CURB, SEE DETAIL #2,
DWG C-2.10.
PROPOSED LOCATION OF
ABSORPTION FIELD, SEE
DWG. C-2.10 FOR DETAILS.
PROPOSED LOCATION OF SEPTIC TANK
PC ℄ DRIVEWAY STA. 0+81.5'
PT ℄ DRIVEWAY STATION 2+04.3'
DRIVEWAY CENTERLINE (TYP.)
PROPOSED ACCESS WALKWAY
BY OTHERSR48.00'EXISTING BUILDING TO BE REMOVED
AND RESULTING VOID TO BE FILLED
WITH FREE DRAINING SOIL MATERIAL
MEETING SPECIFICATIONS OF GW, GP,
SW, OR SP SOIL TYPES AS CLASSIFIED
UNDER THE UNIFIED SOIL CLASSIFICATION
SYSTEM
EXISTING FENCE TO BE REMOVED
EXISTING POTABLE WELL
TO BE DECOMMISSIONED.
SEE LAYOUT NOTE #6,
THIS DRAWING.
EXISTING ASPHALT
DRIVEWAY TO BE
REMOVED BEYOND
DRIVEWAY ℄ STA. 0+25
LEGEND:
555
PROPERTY LINE
ABUTTING PROPERTY LINE
EXISTING 5' CONTOUR
EXISTING 1' CONTOUR
PROPOSED 5' CONTOUR
PROPOSED 1' CONTOUR
TP-1
PT-2 APPROX. LOCATION OF
PERC. TEST
APPROX. LOATION
OF TEST PIT
SEE DWG. C-2.10 FOR PERC. TEST AND TEST
PIT RESULTS
PROJECT LOCATION
SAVE DATE: 5/7/2021 1:59 PMFILE NAME: Z:\Projects\2021 Projects\21044 - FHB Moon Hill Place\DWG\03 SHEETS\L-1.10_LAYOUT&MATERIALS.dwgPLOTTED BY:QUINN ROESCHDESIGN BY:DRAWN BY:CHECKED BY:############SITE LAYOUT PLANL-1.10
1
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
IT IS A VIOLATION OF NEW YORK STATE
EDUCATION LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER,
ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM BEARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOCUMENT AND INCLUDE THE
NOTATION "ALTERED BY" FOLLOWED BY THEIR
SIGNATURE, THE DATE OF SUCH ALTERNATION,
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
05/05/2020
2104411 MOON HILL PLACETOWN OF QUEENSBURY, NY TAX MAP ID: 289.7-2-2FOOTHILL BUILDERS9 MOUNTAINSIDE DRIVEQUEENSBURY, NY 12804DRAWINGS
NOT FOR
CONSTRUCTION
DWG OFPREPARED FORDIG 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 WAS OBTAINED FROM "MAP OF A SURVEY MADE FOR MARIA LEUCI,
TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YORK", DATED APRIL 27, 2021,
PREPARED BY RUSEL E. HOWARD LICENSED LAND SURVEYING.
1.VERIFY LOCATION OF ALL BUILDINGS, ROADS AND CURBS AFFECTING
SCOPE OF WORK.
2.VERIFY LOCATION OF ALL VAULTS, ELECTRICAL DUCT BANKS, MANHOLES,
CONDUIT AND PIPING, DRAINAGE STRUCTURES AND OTHER UTILITIES WITH
THE APPROPRIATE ENGINEERING DRAWINGS. NOTIFY ENGINEER OF ANY
CONFLICTS WITH ENGINEER SCOPE.
3.TAKE ALL DIMENSIONS FROM FACE OF ASPAHLT OR BUILDING TO
CENTERLINE OF DRIVE OR TREES UNLESS OTHERWISE NOTED.
4.ALL ANGLES TO BE 90 DEGREES AND ALL LINES OF PAVING AND FENCING
TO BE PARALLEL UNLESS NOTED OTHERWISE. MAINTAIN HORIZONTAL
ALIGNMENT OF ADJACENT ELEMENTS AS NOTED ON THE DRAWINGS.
5.REFERENCE TO NORTH REFERS TO PLAN NORTH, REFERENCE TO SCALE IS
FOR FULL-SIZED DRAWINGS ONLY. DO NOT SCALE FROM REDUCED
DRAWINGS.
6.ALL POTABLE WATER WELL DECOMMISSIONING ACTIONS SHALL BE
PERFORMED BY A NEW YORK STAT REGISTERED WELL DRILLER, AND
SHALL COMPLY WITH THE REQUIREMENTS DESCRIBED IN THE NEW YORK
STATE DEPARTMENT OF HEALTH INDIVIDUAL WATER SUPPLY WELLS-FACT
SHEET #4 AND THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL
CONSERVATION WATER SUPPLY WELL DECOMMISSIONING
RECOMMENDATIONS, DIVISION OF WATER.
LAYOUT NOTES:
0 SITE LAYOUT PLAN
SCALE: 1' = 20"
1 SITE LOCATION MAP
SCALE: 1' = 200"
SCALE: 1 IN. = 200 FT.
SITE SETBACK REQUIREMENTS, ZONE: RR-3A
REQUIRED EXISTING PROPOSED
PARCEL
ACREAGE 3 0.96 ±0.96 ±
FRONT YARD 100 ±46 FT ±73 FT
REAR YARD 100 ±153 FT ±100 FT
SIDE YARD (1)75 ±56 FT ±37 FT
SIDE YARD (2)75 ±73 FT ±89 FT
3
554
555550
545
542
543
544
546
547
548
549
551552553554552551552553553
554552553556555552
PT-1
TP-1
PT-2
PROPOSED
RESIDENCE
FFE. 556.5'
COVERED
PATIO
20.
0
'
M
I
N
.
10.
0
'
MI
N
.
CONVENTIONAL ABSORPTION TRENCH SYSTEM
CONSISTING OF (3) 2'-0"W X 46'-0"L TRENCHES
W/ 4"Ø PERFORATED PVC PIPE DISTRIBUTION
LATERALS. SEE DETAIL #1, DWG C-3.10.
50% FUTURE EXPANSION AREA
4"Ø SOLVENT WELDED PVC
SEWER PIPE, SLOPED AT
1/4"/FT MIN. FROM D-BOX
TO TRENCHES.
4"Ø SOLVENT WELDED PVC
SEWER PIPE, SLOPED AT
1/4"/FT MIN. FROM HOUSE TO
SEPTIC TANK AND SEPTIC TANK
TO D-BOX.
1,000 GAL. PRECAST CONC.
SEPTIC TANK, SEE DETAIL
#2, DWG. C-3.10.
PRECAST CONC. (5) OUTLET
DISTRIBUTION BOX. SEE
DETAIL #3, DWG. C-3.10.
12"Ø NYLOPLAST DRAIN BASIN,
SEE DETAIL# 4, DWG. C-3.11.
RIM. EL. 552.5'
6"Ø X ±40LF OF
CORR. HDPE STORM PIPE.
INLET INV. EL. 552.0'
OUTLET INV. EL. 551.2'
2'-0"L STONE LINED BROAD
CRESTED OUTLET WEIR,
SEE DETAIL #3, THIS DWG.
CREST EL. 551.75'
PROPOSED INFILTRATION BASIN
T/BERM EL. 552.5'
B/BASIN EL. 551.0'
SEE STORMWATER MANAGEMENT
NOTE #2, THIS DRAWING.
DISTURBED LAWN AREA TO BE SEEDED
IN ACCORDANCE WITH STORMWATER
MANAGEMENT NOTE #5, THIS DRAWING
(TYP.)
10.0
'
M
I
N
.
FUTURE LOCATION OF POOL
PROPOSED ACCESS WALKWAY
BY OTHERS
PROPOSED POTABLE
WATER WELL, SEE
DETAIL#5, DWG. C-3.10.
PROPOSED 12'W
ASPHALT DRIVE, SEE
DETAIL#2, THIS DWG.
SILT FENCE (TYP.), ±118 LF
SEE DETAIL #1, THIS DRAWING.
SILT FENCE (TYP.), ±32 LF
SILT FENCE (TYP.),
±40 LF
LIMITS OF DISTURBANCE
(TYP.), ±19,786 LF
BENCHMARK
NAIL IN 18" MAPLE
EL. 550.9'
EXISTING OVERHEAD WIRE
(TYP.)
DIVERSION SWALE TO
BE INSTALLED
UPGRADIENT OF
ABSORPTION FIELD
ROOF LEADER, OUTLET
IN INFILTRATION
BASIN (TYP.)
ROOF LEADERS, OUTLET
IN INFILTRATION
BASIN (TYP.)
>15
%
S
L
O
P
E
S
>
1
5%
S
L
O
P
E
S
>15% SLOPES>1
5
%
S
L
O
P
E
S
>15% SLOPESLEGEND:
555
552
PROPERTY LINE
ABUTTING PROPERTY LINE
LIMITS OF DISTURBANCE
EXISTING 5' CONTOUR
EXISTING 1' CONTOUR
PROPOSED 5' CONTOUR
PROPOSED 1' CONTOUR
SILT FENCE
STORM PIPE
TP-1
PT-2 APPROX. LOCATION OF
PERC. TEST
APPROX. LOATION
OF TEST PIT
SAVE DATE: 5/7/2021 1:57 PMFILE NAME: Z:\Projects\2021 Projects\21044 - FHB Moon Hill Place\DWG\03 SHEETS\C-2.10 GRADING DRAINAGE&UTILITIES.dwgPLOTTED BY:QUINN ROESCHDESIGN BY:DRAWN BY:CHECKED BY:############GRADING, DRAINAGE, AND UTILITIES PLANC-2.10
2
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
IT IS A VIOLATION OF NEW YORK STATE
EDUCATION LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER,
ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM BEARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOCUMENT AND INCLUDE THE
NOTATION "ALTERED BY" FOLLOWED BY THEIR
SIGNATURE, THE DATE OF SUCH ALTERNATION,
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
05/05/2020
2104411 MOON HILL PLACETOWN OF QUEENSBURY, NY TAX MAP ID: 289.7-2-2FOOTHILL BUILDERS9 MOUNTAINSIDE DRIVEQUEENSBURY, NY 12804DRAWINGS
NOT FOR
CONSTRUCTION
DWG OFPREPARED FORDIG 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 WAS OBTAINED FROM "MAP OF A SURVEY MADE FOR MARIA LEUCI,
TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YORK", DATED APRIL 27, 2021,
PREPARED BY RUSEL E. HOWARD LICENSED LAND SURVEYING.
WASTEWATER TREATMENT SYSTEM NOTES
1.THE ON-SITE SUBSURFACE WASTEWATER TREATMENT SYSTEM SHALL BE A
CONVENTIONAL ABSORPTION TRENCH SYSTEM. THE BASIS OF DESIGN FOR THE
SYSTEM IS AS FOLLOWS:
NUMBER OF BEDROOMS 3
DESIGN WASTEWATER FLOW RATE 330 GPD
DESIGN PERCOLATION RATE 1-5 MIN/IN
SEPTIC TANK MIN. CAPACITY 1,000 GAL*
SEPTIC TANK CAPACITY PROVIDED 1,000 GAL*
TOTAL TRENCH LENGTH REQUIRED 138 LF
TOTAL TRENCH LENGTH PROVED (3) TRENCHES @ (2'W X
46 L) = 138 LF
PLUMBING FIXTURES MAX. 1.6 GAL./FLUSH
WATER CLOSETS
*NO SPAS OR GARBAGE GRINDERS
2.ALL WASTEWATER TREATMENT SYSTEM COMPONENTS SHALL BE IN STRICT
ACCORDANCE WITH THE SYSTEM DESIGN INFORMATION INDICATED ON THESE
DRAWINGS, AND WITH ALL N.Y.S. DEP'T. OF HEALTH AND TOWN OF QUEENSBURY
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 TANK LEVEL ON NO.
2 CRUSHED STONE AS INDICATED.
5.THE EXTERIOR SURFACES OF THE SEPTIC TANK SHALL BE THOROUGHLY COATED
WITH THE MANUFACTURER'S STANDARD ASPHALT WATERPROOF COATING.
6.BUILDING AND GRAVITY SEWER PIPING SHALL BE SOLVENT WELDED SCH. 40 PVC
PIPE. INSTALL SEWER PIPING AT A UNIFORM SLOPE BETWEEN DESIGNATED
LOCATIONS WITH NO SAGS OR HUMPS. THE MINIMUM SLOPE FOR ALL SEWER PIPING
SHALL BE 1/4"/FT. (2%) UNLESS OTHERWISE INDICATED.
7.NO HEAVY EQUIPMENT OR VEHICULAR TRAFFIC SHALL BE ALLOWED WITHIN THE
LIMITS OF THE TREATMENT SYSTEM AFTER FILL BOTH DURING OR AFTER
CONSTRUCTION.
8.PLACEMENT OF STONE AND PIPE SHALL BE AS SHOWN AND CARE SHALL BE TAKEN
TO AVOID INCLUSION OF FINE GRAINED SOIL AND WASTE MATERIAL IN THE SAND
AND PIPING.
9.AFTER EXCAVATING EACH TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND
FLOORS OF EACH TRENCH SHALL BE CLEANED AND RAKED TO ACHIEVE AN EVEN
SECTION AND TO LOOSEN SMEARED AREAS.
10.TOPSOIL AND SEED THE TREATMENT SYSTEM AREA AND ALL OTHER DISTURBED
AREAS IMMEDIATELY AFTER CONSTRUCTION.
11. NOTIFY THE ENGINEER AT THE FOLLOWING PHASES OF CONSTRUCTION:
- UPON COMPLETION OF DISTRIBUTION LATERAL INSTALLATION, PRIOR TO
BACKFILLING THE BED AREA.
12.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, AND EACH CORNER OF THE LEACH FIELD.
TEST PIT AND PERCOLATION TEST LOG
TEST PIT (TP-1)0" TO 6" TOPSOIL & ORGANICS
6" TO 72" LIGHT BROWN POORLY GRADED SAND
NO BEDROCK OR GROUNDWATER ENCOUNTERED
PERC. TEST (PT-1) STABILIZED PERC. RATE = 1 MIN. 38 SEC.
TEST AT ±15 IN. BELOW EXIST. GRADE
PERC. TEST (PT-2) STABILIZED PERC. RATE = 3 MIN. 46 SEC.
TEST AT ±12 IN. BELOW EXIST. GRADE
TEST PIT NO. 1 WAS EVALUATED AND WITNESSED BY MATTHEW E. HUNTINGTON,
PE ON APRIL 30, 2021.
PERC. TESTS NO. 1 AND 2 WERE PERFORMED BY MATTHEW E. HUNTINGTON, PE
ON APRIL 30, 2021.
STORMWATER MANAGEMENT NOTES
1.STORMWATER CONTROL MEASURES SHALL BE INSTALLED AS INDICATED ON
THESE DRAWINGS TO MANAGE STORMWATER RUNOFF FOR THE 25-YEAR
STORM EVENT VOLUME THAT IS GENERATED FROM NEWLY CREATED
IMPERVIOUS AREAS.
2.THE INFILTRATION BASIN AREA SHALL BE SEEDED WITH SEED MIX THAT
INCLUDES 70% CREEPING RED FESCUE AND 30% BLEND OF
SHADE-TOLERANT FESCUE. SEED MIX LBS/1,000 SQ. FT. SHALL BE
COMPLIANT WITH NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND
SEDIMENT CONTROL, PAGE 4.46.
3.ANY LITER PRODUCED ON-SITE DURING THE COURSE OF CONSTRUCTION,
INCLUDING CONSTRUCTION DEBRIS, SHALL BE PICKED UP EACH DAY AND
DISPOSED OF IN SOLID WASTE CONTAINERS. THE CONTRACTOR SHALL
PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL AND PETROLEUM
TEMPORARILY STORED ON-SITE.
4.PRIOR TO COMMENCING ANY LAND CLEARING, SILT FENCE SHALL BE
INSTALLED IN ACCORDANCE WITH THESE DRAWINGS. THE CONTRACTOR IS
REQUIRED TO MAINTAIN AND REPLACE AS NEEDED ALL SILT FENCE
THROUGHOUT THE COURSE OF CONSTRUCTION.
5.ALL EXPOSED SURFACES NOT COVERED WITH PAVING, STRUCTURES, OR
SIMILAR FINISHES SHALL BE COVERED WITH 3" MIN. OF TOPSOIL AND SEED
TO ESTABLISH TURF COVERING IMMEDIATELY FOLLOWING THE COMPLETION
OF CONSTRUCTION. SEED MIX SHALL INCLUDE 70% CREEPING RED FESCUE
AND 30% BLEND OF SHADE-TOLERANT HARD FESCUE. SEED MIX LBS/1,000
SQFT SHALL BE COMPLIANT WITH NYS STANDARDS AND SPECIFICATIONS
FOR EROSION AND SEDIMENT CONTROL, PAGE 4.46.
6.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED
PERIODICALLY BY A QUALIFIED INSPECTOR IN ACCORDANCE WITH PART IV.
OF THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION GENERAL
PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITY,
GP-0-20-001.
EARTHWORK NOTES
1.EXCAVATION SHALL BE TO ELEVATIONS INDICATED WITH A TOLERANCE
OF PLUS/MINUS 1".
2.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.
3.MATERIAL STOCKPILES, IF REQUIRED, SHALL BE LOCATED WHOLLY
WITHIN THE WORK AREA. ADDITIONAL SILT FENCES SHALL BE PROVIDED
AT THE BASE OF ALL STOCKPILES AS DIRECTED IN THE FIELD BY THE
ENGINEER.
4.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.
5.CRUSHED STONE, WHERE CALLED FOR ON THESE DRAWINGS, SHALL
CONFORM TO NYS DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS SECTION 703-02, SIZE DESIGNATION 2.
6.ALL NEW GRADES SHALL BE BLENDED SMOOTHLY WITH EXISTING
GRADES TO PROVIDE A SMOOTH TRANSITION BETWEEN NEW GRADING
AND EXISTING SURFACES TO REMAIN.
7.ALL SILT FENCES SHALL BE INSTALLED PRIOR TO DISTURBANCE OF
EXISTING SITE FINISHES AND SHALL REMAIN IN PLACE UNTIL A STABLE
GROWTH OF TURF IS ESTABLISHED.
8.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.
9.SEED MIX SHALL INCLUDE 70% CREEPING RED FESCUE AND 30% BLEND
OF SHADE-TOLERANT HARD FESCUE. SEED MIX LBS/1,000 SQFT SHALL BE
COMPLIANT WITH NYS STANDARDS AND SPECIFICATIONS FOR EROSION
AND SEDIMENT CONTROL, PAGE 4.46.
NOTE: COORDINATE HOUSE SEWER PIPE INVERT
ELEVATION AT HOUSE FOUNDATION TO PROVIDE
GRAVITY FLOW TO AES PIPE. MIN. GRAVITY
SEWER PIPE SLOPE SHALL BE 14"/FT AT ALL
LOCATIONS.
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
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
1 SILT FENCE DETAIL
SCALE: N.T.S.FLOW
0 GRADING, DRAINAGE AND UTILITIES PLAN
SCALE: 1' = 20"
1 12" NYS DOT 401 TYPE 7 TOP
COURSE
2 12" NYS DOT 401 TYPE 3 BINDER
COURSE
NYS DOT ITEM 304-2.03
TYPE 2 GRAVEL SUBBASE
COMPACTED SUBGRADE12"2 ASPHALT PAVEMENT DETAIL
SCALE: N.T.S.
1'-0"2'-0'1'-0"
TOP OF BERM EL.SEE PLANS.
BOTTOM OF BERM EL.
SEE PLANS.
VARIES
(
3
:
1
M
A
X
)
VARIES
(
3
:
1
M
A
X
)
12" TICK MAT OF STONE FILL (LIGHT)
GEOTEXTILE SEPARATION FABRIC
12"
12" TICK MAT OF STONE FILL (LIGHT)
GEOTEXTILE SEPARATION FABRIC
2'-0" MIN. SEE PLANS
3 STONE WEIR OVERFLOW DETAIL
SCALE: N.T.S.
12"12"
12"CREST EL. SEE PLANS
3
SAVE DATE: 5/6/2021 5:32 PMFILE NAME: Z:\Projects\2021 Projects\21044 - FHB Moon Hill Place\DWG\03 SHEETS\C-3.10 Construction Details.dwgPLOTTED BY:QUINN ROESCHDESIGN BY:DRAWN BY:CHECKED BY:############CONSTRUCTION DETAILSC-3.10
3
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A
LANDSCAPE ARCHITECTURE +
ENGINEERING, DPC
MAILING:
PO BOX 272
SARATOGA SPRINGS, NY 12866
OFFICE LOCATION:
38 HIGH ROCK AVE, SUITE 3
SARATOGA SPRINGS, NY 12866
(518) 450-4030
IT IS A VIOLATION OF NEW YORK STATE
EDUCATION LAW FOR ANY PERSON, UNLESS
THEY ARE ACTING UNDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER,
ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM BEARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED, THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOCUMENT AND INCLUDE THE
NOTATION "ALTERED BY" FOLLOWED BY THEIR
SIGNATURE, THE DATE OF SUCH ALTERNATION,
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
05/05/2020
2104411 MOON HILL PLACETOWN OF QUEENSBURY, NY TAX MAP ID: 289.7-2-2FOOTHILL BUILDERS9 MOUNTAINSIDE DRIVEQUEENSBURY, NY 12804DRAWINGS
NOT FOR
CONSTRUCTION
DWG OFPREPARED FORDIG 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 WAS OBTAINED FROM "MAP OF A SURVEY MADE FOR MARIA LEUCI,
TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YORK", DATED APRIL 27, 2021,
PREPARED BY RUSEL E. HOWARD LICENSED LAND SURVEYING.
12" MIN. OF CLEAN SAND OR
PEA GRAVEL FOUNDATION
INLET
FORT MILLER PRECAST
DISTRIBUTION BOX OR
APPROVED EQUAL
4" PVC GRAVITY SEWER
@0.5% MIN. SLOPE
PROVIDE ADJUSTABLE
LEVELING DEVICE ON
EACH OUTLET
TREATED LUMBER MARKER
ABOVE ALL BURIED COVERS;
SET LEVEL W/GRADE
OUTLETAS REQ'D3 PRECAST DISTRIBUTION BOX DETAIL
SCALE: N.T.S.
24" TYP.4' MIN.24"4' MIN 24"
2" MIN
6" MIN
12" TO 18"
6" TO 12"
UNTREATED
BUILDING PAPER OR
PERMEABLE
GEOTEXTILE
CRUSHED STONE
34" MIN. TO
WASHED GRAVEL 1
12" MAX.
BEDROCK, GROUND WATER, OR IMPERMEABLE SOIL
UNDISTURBED SUBGRADE
PERFORATED 4" DIA.
PVC DISTRIBUTOR
PIPE WITH
PERFORATIONS
INSTALLED DOWN
FINISHED GRADE
SLOPE SLOPE
TRENCH PROFILE
18" TO 30"
UNTREATED BUILDING
PAPER OR PERMEABLE
GEOTEXTILE
TYP. PIPE JOINT
BACKFILL WITH EXCAVATED
NATIVE MATERIAL
LEVEL TRENCH BOTTOM2' MIN.
TO RESTRICTIVE LAYER
2" MIN.
CRUSHED STONE 34" MIN.
TO WASHED GRAVEL 1 12"
MAX.
NATIVE
UNDISTURBED
SUBGRADE
8" MAX.
6" MIN
12" MAX.
6" MIN.
NOTES:
1.DO NOT INSTALL ABSORPTION TRENCHES IN WET SOIL.
2.RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING CRUSHED STONE/GRAVEL. ANY COBBLES 2" AND
GREATER SHOULD BE REMOVED FROM DIRECTLY BELOW TRENCH BOTTOM.
3.INSTALL SOLID END CAPS AT ENDS OF ALL DISTRIBUTOR PIPES.
4.BACKFILL MATERIAL SHALL NOT CONTAIN STONES OR COBBLES LARGER THAN 2" IN DIAMETER
5.TRENCH BOTTOMS SHALL BE PARALLEL TO GROUND CONTOURS.
6.A DIVERSION TRENCH SHALL BE CONSTRUCTED UPHILL FROM THE FILL TO PREVENT SURFACE RUNOFF FROM
ENTERING THE SYSTEM AREA.
7.HEAVY EQUIPMENT SHALL BE KEPT OUT OF THE ABSORPTION AREA.
8.THE SEPTIC FIELD IS DESIGNED BASED ON THESE PROJECTED FLOW RATES. ANY USE OF THE BUILDING
THAT HAS A GREATER DISCHARGE OF WASTEWATER FLOW THAN DESIGNED WITH REQUIRE REDESIGN OF THE
SUBSURFACE DISPOSAL SYSTEM.
TRENCH SECTION
2' MIN.
TO RESTRICTIVE LAYER
3" MIN. TOPSOIL & SEED
PERFORATIONS TO BE
INSTALLED DOWN
(TYP.)
TYPICAL DISTRIBUTOR PIPE
SLOPE: 116" TO 132" PER FOOT
1 CONVENTIONAL ABOSRPTION TRENCH SYSTEM DETAIL
SCALE: N.T.S.
2 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.)
4 LIGHT DUTY DRAIN BASIN DETAIL
SCALE: N.T.S.
PRE-FABRICATED PVC
DRAIN BASIN AS
MANUFACTURED BY
NYLOPLAST OR APPROVED
EQUIVALENT.
BACKFILL
W/COMPACTED
GRANULAR
FILL
MATERIAL.
6"Ø CORR. HDPE
STORM PIPE TO
OUTLET AT LOCATION
INDICATED ON THE
CONSTRUCTION
DRAWINGS. SEE
PLANS FOR INLET INV.
AND OUTLET INV. EL.
INLET & OUTLET
ADAPTER PER
MANUFACTURER'S
SPECIFICATIONS
NYLOPAST LIGHT DUTY GRATE.
SEE PLANS FOR RIM EL. AND
DIAMETERFINISHED GRADE, SEE
PLAN.
MIN. 6" THICK CRUSHED
STONE
5 TYPICAL WELL DETAIL
SCALE: N.T.S.
PITLESS ADAPTER WITH SANITARY
SEAL FOR DISCHARGE PIPE.
BENTONITE GROUT AROUND CASING TO ROCK AND ASSPECIFIED IN APPENDIX 5-B.
WATER QUALITY SAMPLING SHALL BE DETERMINED FOR INDIVIDUAL DRILLED WELLS. WATER QUALITY SHOULD COMPLY WITH 10NYCRR
PART 5, TITLED DRINKING WATER STANDARDS. THE MINIMUM WATER QUALITY PARAMETERS TO BE TESTED SHALL INCLUDE
COLIFORM BACTERIA, LEAD, NITRATE, NITRITE, IRON, MANGANESE, IRON PLUS MANGANESE, SODIUM, pH, HARDNESS, ALKALINITY AND
TURBIDITY. ADDITIONAL SAMPLING MAY BE NECESSARY BASED ON PROXIMITY OF THE WELL TO POTENTIAL SOURCES OF
CONTAMINATION. WATER QUALITY SAMPLES THAT DO NOT MEET POTABILITY STANDARDS WILL REQUIRE TREATMENT TO MEET THE
DRINKING WATER STANDARDS.
WHEN WELL WATER TREATMENT IS NECESSARY TO MEET THE DRINKING WATER STANDARDS, ONLY WHOLE HOUSE TREATMENT IS
RECOMMENDED, EXCEPT FOR SOFTENING. WHEN WATER SOFTENING TREATMENT IS PROVIDED ONLY THE WATER FLOWING TO THE
WATER HEATER, LAUNDRY AND BOILER SHOULD BE SOFTENED TO PRODUCE A BLENDED WATER HARDNESS OF 50 - 80 mg/l.
TREATMENT MAY BE INSTALLED FOR IRON REMOVAL, MANGANESE REMOVAL, CORROSION CONTROL, SOFTENING, TASTE/ODOR
CONTROL, FLUORIDE REDUCTION, DEGASIFICATION AND ORGANIC CHEMICAL REMOVAL.
AQUIFERS EXHIBITING BIOLOGICAL CONTAMINATION OR TURBIDITY, EXCEEDING THE DRINKING WATER STANDARD OF 5 NTU, ARE NOT
APPROPRIATE FOR INDIVIDUAL WATER SUPPLY DEVELOPMENT. OXIDIZED IRON OR MANGANESE TURBIDITY SHOULD NOT BE INCLUDED
WHEN DETERMINING TURBIDITY VALUES SINCE BOTH MAY BE REMOVED BY TREATMENT. TREATMENT FOR TURBIDITY REMOVAL MAY
BE ACCOMPLISHED VIA AN INLINE CARTRIDGE FILTRATION SYSTEM CAPABLE OF FILTERING PARTICLES GREATER THAN 5 MICRONS
(i.e., 5 MICRON ULTIMATE FILTRATION CAPACITY).
DRINKING WATER TREATMENT UNITS SHALL CONFORM WITH ALL APPLICABLE NSF STANDARDS. NSF CERTIFIED PRODUCTS ARE
LISTED IN A SEARCHABLE DATABASE ON THE INTERNET AT http://www.nsf.org
THE INDIVIDUAL DRILLED WELL SHALL BE CONSTRUCTED IN ACCORDANCE WITH 10NYCRR APPENDIX 5-B, TITLED "STANDARDS FOR
WATER WELLS".
AFTER A NEW WELL HAS BEEN CONSTRUCTED OR AN EXISTING WELL HAS BEEN REPAIRED OR SERVICED IN A MANNER THAT
REQUIRES THE OPENING OF THE WELL CASING, THE WELL SHALL BE PUMPED TO WASTE UNTIL THE PUMPED WATER IS REASONABLY
CLEAR. AFTER PUMPING TO WASTE, THE WELL, PUMPING EQUIPMENT, AND BUILDING PLUMBING SHALL BE DISINFECTED BEFORE
BEING PUT INTO USE. DISINFECTION SHALL BE CONDUCTED IN ACCORDANCE WITH NYSDOH POLICY.
INDIVIDUAL WELLS SHOULD, IF POSSIBLE, BE CONSTRUCTED TO PRODUCE A MINIMUM LONG-TERM SUSTAINABLE YIELD OF 5 GPM OR
MORE. WHERE THIS CAN NOT BE ACHIEVED, THE FOLLOWING TABLE CAN BE USED TO HELP SELECT WATER STORAGE THAT WILL
ALLOW LOW YIELD WELLS TO MEET PEAK HOUSEHOLD WATER DEMAND. THIS STORAGE CAN BE PROVIDED BY A TANK, STORAGE IN
THE WELL, OR A COMBINATION OF BOTH.
PRESSURE STORAGE TANK
MINIMUM SIZE:
2 BEDROOM HOUSE - 42 GAL
3 OR 4 BEDROOM HOUSE - 82 GAL
5 BEDROOM HOUSE - 120 GAL
TANK PRESSURE OF 60 PSI.
20'-0" MIN. THROUGH OVERBURDEN,
OR 5'-0" BELOW PUMPING LEVEL.SEE APPENDIX 5-B, TALBE 2.
5 GPM @ A STORAGE
MINIMUM CAPACITYSUBMERSIBLE PUMP
DROP PIPE
WELL CASING
VENTED WELL CAP WITH SANITARYSEAL FOR ELECTRICAL CABLES.18''MIN.PITLESS CASE
MOTOR CABLE
BUILDING FOUNDATION
1.
2.
3.
4.
5.
6.
NOTE:
THE MINIMUM WELL SEPARATION DISTANCES FROM
CONTAMINANT SOURCES (WASTEWATER DISPOSAL SYSTEMS,
ETC.) SHALL BE INCREASED BY 50% WHENEVER AQUIFER
WATER ENTERS THE WATER WELL AT LESS THAN 50 FEET
BELOW GRADE. IF A 50% INCREASE IN SEPARATION
DISTANCES CANNOT BE ACHIEVED, THEN 50 FEET OF
CASING BELOW GRADE SHALL BE PROVIDED.
3