SITE PLAN DRAWING SETPROJECT LOCATION GENERAL NOTESPREPARED FOR
SHEET INDEX
ZONING STATISTICS
ZONING WITHIN 500 FT.
SEELYLE ROAD RESIDENCE
12 SEEYLE ROAD NORTH
37EENS$7RY NY 120
GERALDINE E$ERLEIN
2 ESSEX ST
MALTA NY 12020
1.PRIOR TO COMMENCING ANY WORK CONTRACTOR SHALL CONTACT
7.F.P.O. AND THE PROPER LOCAL A7THORITIES TO CONFIRM THE
LOCATION OF ALL EXISTING 7TILITIES. ANY COSTS INC7RRED $Y
THE CONTRACTOR FOR FAIL7RE TO CONTACT THE PROPER
A7THORITIES SHALL $E SOLELY THE RESPONSI$ILITY OF THE
CONTRACTOR.
2.THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS
AND REPORT ANY DISCREPANCY $ETWEEN THE PLANS AND THE
FIELD CONDITIONS TO THE OWNERS REPRESENTATIVE.
.CONTRACTOR SHALL VERIFY AND COORDINATE LOCATION OF ALL
7TILITIES INCL7DING $Y NOT LIMITED TO LINES D7CTS COND7ITS
SLEEVES FOOTINGS ETC. WITH LOCATIONS OF PROPOSED SITE
ELEMENTS. EXCAVATION RE37IRED PROXIMATE TO 7TILITY LINES
SHALL $E DONE $Y HAND. ANY DAMAGE AND INC7RRED COSTS D7E
TO FAIL7RE OF THE CONTRACTOR TO ADHERE TO THESE G7IDELINES
SHALL $E RESPONSI$ILITY OF THE CONTRACTOR.
.CONTRACTOR SHALL ESTA$LISH PERMANENT $ENCHMARKS PRIOR TO
THE START OF CONSTR7CTION. ALL SECONDARY $ENCHMARKS
SHALL $E LOCATED SO THAT THEY WILL NOT $E DIST7R$ED D7RING
CONSTR7CTION.
5.LIMITS OF DIST7R$ANCE IS NOTED ON DRAWINGS. CONTRACTOR IS
RESPONSI$LE FOR ALL DAMAGE D7E TO OPERATIONS INSIDE AND
O7TSIDE THE LIMITS OF DIST7R$ANCE. ANY AREAS O7TSIDE THE
LIMITS OF DIST7R$ANCE THAT ARE DIST7R$ED SHALL $E RESTORED
TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE
OWNER. IF NO LIMITS OF DIST7R$ANCE IS SHOWN PROPERTY LINE
SHALL $E THE LIMITS OF DIST7R$ANCE.
.CONTRACTOR SHALL EMPLOY CARE IN SCHED7LING CONSTR7CTION
SO AS TO MAINTAIN EXISTING VEHIC7LAR TRAFFIC PATTERNS AND
MINIMIZE DISR7PTION TO S7RRO7NDING PEDESTRIAN TRAFFIC.
CONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OF
PEDESTRIANS INSIDE AND O7TSIDE OF THE LIMITS OF DIST7R$ANCE.
.VARIO7S PERMITS ARE RE37IRED FOR THIS PROJECT. IT IS THE
CONTRACTORS RESPONSI$ILITY TO ENS7RE ALL RE37IRED PERMITS
FROM ALL J7RISDICTIONS AFFECTED $Y THIS WORK ARE IN PLACE
PRIOR TO CONSTR7CTION.
.ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD D7RING
CONSTR7CTION SHALL $E RECORDED $Y THE CONTRACTOR ON
ASÄ$7ILT DRAWINGS AS SPECIFIED.
.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING
INFRASTR7CT7RE FOR THE D7RATION OF CONSTR7CTION.
LÄ0.00 COVER SHEET
LÄ0.10 EXISTING CONDITIONS
LÄ0.0 DEMOLITION EROSION & SEDIMENT
CONTROL PLAN
LÄ1.10 LAYO7T & MATERIALS PLAN
LÄ2.10 GRADING & DRAINAGE PLAN
LÄ.10 7TILITIES PLAN
LÄ.10 PLANTING PLAN
LÄ5.10 CONSTR7CTION DETAILS
LÄ5.20 CONSTR7CTION DETAILS
PERMITS & APPROVALS
12/21/22
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONST7DIO A
LANDSCAPE ARCHITECT7RE
ENGINEERING DPC
MAILING:
PO $OX 22
SARATOGA SPRINGS NY 12
OFFICE LOCATION:
HIGH ROCK AVE S7ITE
SARATOGA SPRINGS NY 12
51 50Ä00
IT IS A VIOLATION OF NEW YORK STATE
ED7CATION LAW FOR ANY PERSON 7NLESS
THEY ARE ACTING 7NDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER
ARCHITECT LANDSCAPE ARCHITECT OR LAND
S7RVEYOR TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM $EARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOC7MENT AND INCL7DE THE
NOTATION ALTERED $Y FOLLOWED $Y THEIR
SIGNAT7RE THE DATE OF S7CH ALTERNATION
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
12/21/2022
2111SEEYLE ROAD NORTH RESIDENCEGERALDINE E$ERLEIN12 SEEYLE ROAD NORTH37EENS$7RY NYDRAWINGS
NOT FOR
CONSTRUCTION
DWG OF PREPARED FOR10/2/2022PERMITS & APPROVALS12/21/2022PERMITS & APPROVALSCOVER SHEETLÄ0.00
1
RE37IRED EXISTING PROPOSED
MIN. LOT SIZE 2.0 ACRES 0.0 ACRES 0.0 ACRES
MIN. LOT WIDTH 150101 AVG. WIDTH 101 AVG. WIDTH
MIN. ROAD
FRONTAGE 150N/AÄ ROAD ACCESS $Y
DRIVEWAY EASEMENT N/A
FRONT YARD
SET$ACK 011.5
SIDE YARD
SET$ACK
1 202021
SIDE YARD
SET$ACK
2 201
G7EST HO7SE EX.
RESIDENCE 2.50.5
REAR YARD
SET$ACK 0N/A N/A
SHORELINE
$LDG SET$ACK
FROM MHW
50/..55
MAX. $LDG
HEIGHT 27NKNOWN 2Ä /
MAX. FLOOR
AREA RATIO 22.012.25.5
MIN. LOT
PERMEA$ILITY 5.0.00.
PROJECT LOCATION
TAX MAP ID: 22.1Ä1Ä25
ZONE: WATERFRONT RESIDENTIAL
WR
LOT SIZE: 1115.5 SF/ 0.0 ACRES
LAKE GEORGE
ROCKH7RST ROADSEEY
L
E
R
O
A
D
PROJECT TEAM
LANDSCAPE ARCHITECT/CIVIL ENGINEER:
ST7DIO A LANDSCAPE ARCHITECT7RE & ENGINEERING D.P.C.
HIGH ROCK AVE S7ITE ^ PO $OX 22
SARATOGA SPRINGS NY 12
CONTACT: KIRSTEN CATELLIER RLA / MATTHEW H7NTINGTON PE
PHONE: 51.50.00
ARCHITECT:
WILLIAMS & WILLIAMS DESIGNERS INC.
50 GLEN STREET
GLENS FALLS NY 1201
PHONE: 51ÄÄHO7SE
PROJECT LOCATION
WATERFRONT
RESIDENTIAL
WR LAND CONSERVATION2 ACRE
LC2A 500 $7FFER
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTO7RS
EXISTING MINOR CONTO7RS
EXISTING TREE
MEAN HIGH WATER LINE
860
PROPERTY LINE SET$ACK
EXISTING MAJOR CONTO7RS
FROM LIDAR
EXISTING MINOR CONTO7RS
FROM LIDAR
860
NAIL FOUND
CIRF
IPF
2' TALL IPF
IPF
IPF
14" Apple
10" Apple
37" Maple
Garage Floor = 326.43
Floor=327.55
Roof Line=344.85
Floor=327.29
Floor=324.65
Roof Line=335.14
By: Van Dusen & Steve
s
Map of Lands of
Alida M. Vaughn Esta
t
e
Dated: November 12, 1
9
5
9
By: Glenn B. Coulter
N 62°46'15" W94.47'N 28°42'39" E
121.48'
N 62°46'15" W
5.53'
132.15'
S 30°44'42" W
Book 5460 Page 36
13'±
2.0'±
Screen Porch
DeckSecond Story
Balcony2 Story
Wood frame
House
1 Story
Guset
House
Deck
Covered
Patio
Bench Mark
Nail in Maple Root
Elev.=326.50
House
House
Deck
Shed
Dock
Dock
Dock
324 323322321325326327
328
325320Mean
Hi
gh
Wat
er
=
3
2
0.
2
0
Slate Remains Slate
Slate
Broken Asphalt
Fire Pit
Asphalt
Retaining Wall
Lands ofEast Lake George Hou
s
e
,
L
L
C
227.17-1-60
Lands of
David Ries
227.17-1-24
Lands of
George Russo
227.17-1-27
FP FP FP FPGeneratorSeelye Road North (Paved Drive)
Gravel
D
r
i
v
eRockhurst RoadTPÄPTÄ2
PTÄ
1 TPÄ
1
IF
Ä
1TPÄ225252225TOPOGRAPHIC INFORMATION $EYOND
S7RVEY $O7NDARIES WAS O$TAINED FROM
NYS OFFICE OF INFORMATION TECHNOLOGY
SERVICES GIS PROGRAM OFFICE
SAVE DATE: 10/1/2022 2:12 PMFILE NAME: Z:>PTQLGEVU>2021 PTQLGEVU>2111 Ä SGG[NG RQCF FGCUKDKNKV[>DWG>0 SHEETS>2111.01ALÄ0.10ÄGZKUVKPI.FYIPLOTTED $Y:CLO7GHMANDESIGN $Y:DRAWN $Y:CHECKED $Y:EXISTING CONDITIONSLÄ0.10
2
on 24" x 36" sheet
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE PQTVJDRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONST7DIO A
LANDSCAPE ARCHITECT7RE
ENGINEERING DPC
MAILING:
PO $OX 22
SARATOGA SPRINGS NY 12
OFFICE LOCATION:
HIGH ROCK AVE S7ITE
SARATOGA SPRINGS NY 12
51 50Ä00
IT IS A VIOLATION OF NEW YORK STATE
ED7CATION LAW FOR ANY PERSON 7NLESS
THEY ARE ACTING 7NDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER
ARCHITECT LANDSCAPE ARCHITECT OR LAND
S7RVEYOR TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM $EARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOC7MENT AND INCL7DE THE
NOTATION ALTERED $Y FOLLOWED $Y THEIR
SIGNAT7RE THE DATE OF S7CH ALTERNATION
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
12/21/2022
2111SEEYLE ROAD NORTH RESIDENCEGERALDINE E$ERLEIN12 SEEYLE ROAD NORTH37EENS$7RY NYDRAWINGS
NOT FOR
CONSTRUCTION
DWG OF PREPARED FORDIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHO7T THE $ENEFIT OF DIG SAFE MARKINGS. 7TILITIES
SHOWN ARE NOT WARRANTED TO $E EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT DIG SAFE AT 11 $EFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING 7TILITIES WHICH ARE NOT SPECIFIED TO $E REMOVED IN THIS PLAN SET.
MAP REFERENCE:
$ASE S7RVEY INFORMATION O$TAINED FROM MAP OF A S7RVEY MADE FOR GERALDINE
E$ERLEIN TOWN OF 37EENS$7RY WARREN CO7NTY NEW YORK. CREATED $Y VAN D7SEN &
STEVES LAND S7RVEYORS DATED JAN7ARY 5 2020.10/2/2022PERMITS & APPROVALS12/21/2022PERMITS & APPROVALSTEST PIT INFILTATION TEST
AND PERCOLATION TEST LOG:
TEST PIT
TPÄ1 0 Ä 1TOPSOIL
1 Ä YELLOW $ROWN POORLY GRADED SANDY LOAM
Ä MEDI7M $ROWN MOIST SANDY LOAM
MOTTLING AT 22
NO $EDROCK ENCO7NTERED
TEST PIT
TPÄ2 0 Ä 1 TOPSOIL
1 Ä MOTTLED GRAY/$ROWN SANDY LOAM
MOTTLING AT 20
NO $EDROCK ENCO7NTERED
TEST PIT
TPÄ 0 Ä TOPSOIL
Ä 10 YELLOW $ROWN SANDY LOAM
10 Ä 1 TOPSOIL
1 Ä 0 GRAY CLAYEY LOAM
MOTTLING AT 1
NO $EDROCK OR GRO7NDWATER ENCO7NTERED
PERCOLATION TEST
PTÄ1 STA$ILIZED AT A RATE OF 5:2 MIN./IN.
PERCOLATION TEST
PTÄ2 STA$ILIZED AT A RATE OF 5:1 MIN./IN.
INFILTRATION TEST
IFÄ1 STA$ILIZED AT A RATE OF 1:0 MIN./IN.
TEST PITS NO. 1Ä WERE WITNESSED AND EVAL7ATED $Y MATTHEW
H7NTINGTON PE ON A7G7ST 2 2022.
PERCOLATION TESTS NO. 1Ä2 AND INFILTRATION TEST NO. 1 WERE
PERFORMED $Y MATTHEW H7NTINGTON PE ON A7G7ST 2 2022.
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTO7RS
EXISTING MINOR CONTO7RS
SILT FENCE
EXISTING TREE
MEAN HIGH WATER LINE
PROPERTY LINE SET$ACK
LIMITS OF DIST7R$ANCE
EXISTING $7ILDING TO $E
DEMOLISHED/ REMOVED
EXISTING SITE ELEMENT TO
$E DEMOLISHED/ REMOVED
EXISTING ASPHALT DRIVE TO
$E DEMOLISHED/ REMOVED
860
SAND$AG COFFERDAM
T7R$IDITY C7RTAIN
NAIL FOUND
CIRF
IPF
2' TALL IPF
IPF
IPF
14" Apple
10" Apple
37" Maple
Garage Floor = 326.43
Floor=327.55
Roof Line=344.85
Floor=327.29
Floor=324.65
Roof Line=335.14N 62°46'15" W94.47'N 28°42'39" E
121.48'
N 62°46'15" W
5.53'
132.15'
S 30°44'42" W
13'±
2.0'±
Dock
324 323322321325326327
328
325320Mean
Hi
gh
Water
=
3
2
0.
2
0
Slate Remains Slate
Slate
Broken Asphalt
Fire Pit
Retaining Wall
Lands of
George Russo
227.17-1-27
FP FP FP FPGenerator0 FRONT YARD SET$ACK20 SIDE YARD SET$ACK
20 SIDE YARD SET$ACK
.
SHOREL
INE
SET$ACK
$ASED
ON
AVERAGE
LAKE GEORGE
EXISTING DOCK50 SHORELINE SET$ACK25SAVE DATE: 10/25/2022 12: PMFILE NAME: Z:>PTQLGEVU>2021 PTQLGEVU>2111 Ä SGG[NG RQCF FGCUKDKNKV[>DWG>0 SHEETS>2111.01ALÄ0.20ÄDEMO.FYIPLOTTED $Y:CLO7GHMANDESIGN $Y:DRAWN $Y:CHECKED $Y:DEMOLITION EROSION & SEDIMENT CONTROL PLANLÄ0.0
on 24" x 36" sheet
LÄ5.10
1
GRAPHIC SCALE
5 10 20010
1 inch = 10 feet PQTVJDRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONST7DIO A
LANDSCAPE ARCHITECT7RE
ENGINEERING DPC
MAILING:
PO $OX 22
SARATOGA SPRINGS NY 12
OFFICE LOCATION:
HIGH ROCK AVE S7ITE
SARATOGA SPRINGS NY 12
51 50Ä00
IT IS A VIOLATION OF NEW YORK STATE
ED7CATION LAW FOR ANY PERSON 7NLESS
THEY ARE ACTING 7NDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER
ARCHITECT LANDSCAPE ARCHITECT OR LAND
S7RVEYOR TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM $EARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOC7MENT AND INCL7DE THE
NOTATION ALTERED $Y FOLLOWED $Y THEIR
SIGNAT7RE THE DATE OF S7CH ALTERNATION
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
12/21/2022
2111SEEYLE ROAD NORTH RESIDENCEGERALDINE E$ERLEIN12 SEEYLE ROAD NORTH37EENS$7RY NYDRAWINGS
NOT FOR
CONSTRUCTION
DWG OF PREPARED FORDIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHO7T THE $ENEFIT OF DIG SAFE MARKINGS. 7TILITIES
SHOWN ARE NOT WARRANTED TO $E EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT DIG SAFE AT 11 $EFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING 7TILITIES WHICH ARE NOT SPECIFIED TO $E REMOVED IN THIS PLAN SET.
MAP REFERENCE:
$ASE S7RVEY INFORMATION O$TAINED FROM MAP OF A S7RVEY MADE FOR GERALDINE
E$ERLEIN TOWN OF 37EENS$7RY WARREN CO7NTY NEW YORK. CREATED $Y VAN D7SEN &
STEVES LAND S7RVEYORS DATED JAN7ARY 5 2020.10/2/2022PERMITS & APPROVALS12/21/2022PERMITS & APPROVALSEROSION & SEDIMENT CONTROL NOTES:SITE PREPARATION & DEMOLITION NOTES:
1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING 7TILITIES AND S7$S7RFACE CONDITIONS PRIOR TO THE START OF WORK. COORDINATE ALL
7TILITY RE37IREMENTS AND WORK WITH THE APPROPRIATE 7TILITY PROVIDER. NOTIFY OWNERS REPRESENTATIVE OF ANY AND ALL
DISCREPANCIES.
2.ALL REF7SE DE$RIS AND MISCELLANEO7S ITEMS TO $E REMOVED. MATERIALS THAT ARE NOT TO $E STOCKPILED FOR LATER 7SE ON THE
PROJECT OR DELIVERED TO THE OWNER SHALL $E LEGALLY DISPOSED OF OFFÄSITE $Y THE CONTRACTOR IN A TIMELY FASHION SO AS NOT
TO DISR7PT PROGRESS AND TO ENS7RE SAFE SITE CONDITIONS.
.CONTRACTOR SHALL NOT REMOVE OR DIST7R$ ANY ITEMS KNOWN TO CONTAIN HAZARDO7S MATERIALS OR S7$STANCES. CONTRACTOR
SHALL NOTIFY ENGINEER IMMEDIATELY OF HAZARDO7S MATERIALS OR S7$STANCES DISCOVERED D7RING THE COMPLETION OF SPECIFIED
WORK.
.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO F7LL DEPTH WITHIN THE LIMIT OF GRADING $EFORE COMMENCING
EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT $E REMOVED FROM THE SITE 7NLESS APPROVED $Y THE OWNERS
REPRESENTATIVE.
5.THE CONTRACTOR IS RESPONSI$LE FOR ANY DAMAGE TO EXISTING CONDITIONS AND WHICH ARE O7TSIDE THE LIMIT OF WORK.
.CONTRACTOR SHALL IMPLEMENT AND $E RESPONSI$LE FOR ALL NECESSARY MEAS7RES AND PROCED7RES TO MAINTAIN AND PROTECT
EXISTING 7TILITIES TO REMAIN PEDESTRIANS LOCAL TRAFFIC AND ROADWAYS ADJACENT PROPERTIES AND ETC. FOR D7RATION OF
PROJECT AND 7NTIL PROJECT COMPLETION. CONTRACTOR SHALL $E RESPONSI$LE FOR ALL DAMAGES AND/OR RESTORATION RE37IRED AS A
RES7LT OF DEFICIENT PROTECTION MEAS7RES.
.THE CONTRACTOR SHALL COORDINATE ALL ADJ7STMENT OR A$ANDONMENT OF 7TILITIES
WHERE APPLICA$LE WITH THE RESPECTIVE
7TILITY COMPANY AND PAY ALL ASSOCIATED COSTS.
.ALL POINTS OF CONSTR7CTION INGRESS AND EGRESS SHALL $E PROTECTED TO PREVENT M7D ONTO P7$LIC WAYS. ANY M7D ON P7$LIC
WAYS ORIGINATING FROM THE JO$ SITE SHALL $E CLEANED DAILY $Y THE CONTRACTOR ONLY.
.CONTRACTOR SHALL $E RE37IRED TO SEC7RE ALL PERMITS THAT MAY $E RE37IRED FROM ALL J7RISDICTIONS AFFECTED $Y THIS WORK.
10.CONTRACTOR SHALL PROTECT ALL EXISTING 7TILITIES NOT TO $E REMOVED.
1.ALL EXPOSED SOIL DIST7R$ANCE SHALL $E IN ACCORDANCE WITH THE NYS DEC RE37IREMENTS. ANY EXPOSED SOIL SHALL $E PROPERLY
STA$ILIZED WITH EITHER PERMANENT SEED AND M7LCH IF SOIL DIST7R$ANCE IS COMPLETED OR TEMPORARILY SEEDED AND M7LCHED IF IT
WILL $E MORE THAN 10 DAYS $EFORE ADDITIONAL SOIL DIST7R$ANCE WILL OCC7R. EXPOSED SOIL SHALL RECEIVE TEMPORARY OR
PERMANENT SEED AND M7LCH WITHIN 10 DAYS OF S7$STANTIAL COMPLETION OF CONSTR7CTION. AREAS
2.THE CONTRACTOR SHALL LIMIT THE AREA OF CLEARING AND GR7$$ING EXCAVATION $ORROW AND EM$ANKMENT OPERATIONS IN PROGRESS
COMMENS7RATE WITH THEIR CAPA$ILITY AND PROGRESS IN KEEPING THE FINISH GRADING AND M7LCHING SEEDING AND OTHER TEMPORARY
AND/OR PERMANENT CONTROL MEAS7RES IN ACCORDANCE WITH THESE PLANS.
.THE CONTRACTOR SHALL DESIGNATE TO THE OWNERS REPRESENTATIVE A 37ALIFIED EROSION AND SEDIMENT CONTROL S7PERVISOR WITH
ADE37ATE TRAINING EXPERIENCE AND A7THORITY TO IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEAS7RES AS PER
THE NYS DEC RE37IREMENTS
.CONSTR7CTION IS TO PROCEED IN ACCORDANCE WITH THE CONSTR7CTION PHASING SCHED7LE S7PPLIED $Y THE CONTRACTOR OR SHOWN ON
THE PLANS. GRASSES SHALL $E ESTA$LISHED ON ALL DIST7R$ED AREAS AS SOON AS POSSI$LE. FOR TIME FRAMES O7TSIDE THE GROWING
SEASON OTHER METHODS OF SOIL STA$ILIZATION
S7CH AS THE 7SE OF J7TE MESH EXCELSIOR MATTING WILL $E 7SED 7NTIL S7CH A TIME
AS GRASS CAN $E ESTA$LISHED.
5.ALL APPLICA$LE EROSION AND SEDIMENT CONTROL PRACTICES SHALL $E IN PLACE PRIOR TO ANY SITE DIST7R$ANCE. THIS INCL7DES
GRADING OPERATIONS 7TILITY OR STR7CT7RE INSTALL.
.SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL $E CONSTR7CTED IN ACCORDANCE WITH NYS DEC RE37IREMENTS.
.APPLICA$LE EROSION AND SEDIMENT CONTROL PRACTICES SHALL $E LEFT IN PLACE 7NTIL THE CONTRI$7TING DRAINAGE AREA SERVED IS
STA$ILIZED.
.THE CONTRACTOR SHALL PERFORM ALL WORK F7RNISH ALL MATERIALS AND INSTALL ALL MEAS7RES RE37IRED TO REASONA$LY CONTROL
SOIL EROSION RES7LTING FROM CONSTR7CTION OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT FROM THE CONSTR7CTION SITE.
.THE SITE SHALL AT ALL TIMES $E GRADED AND MAINTAINED S7CH THAT ALL STORMWATER R7NOFF IS DIVERTED TO SOIL EROSION AND
SEDIMENT CONTROL FACILITIES.
10.ALL SEDIMENTATION STR7CT7RES WILL $E INSPECTED AND MAINTAINED AFTER EVERY STORM EVENT.
11.THE CONTRACTORS ATTENTION IS DIRECTED TO THE FACT THAT THRO7GHO7T THE D7RATION OF THE PROJECT IT WILL $E THE
CONTRACTORS RESPONSI$ILITY TO PROTECT ALL WATER CO7RSES FROM WATER $ORNE SEDIMENT OR POLL7TANTS ORIGINATING FROM ANY
WORK DONE ON OR IN S7PPORT OF THIS PROJECT.
12.ALL NECESSARY PRECA7TIONS SHALL $E TAKEN TO PREVENT CONTAMINATION OF WATER$ODIES $Y SILT SEDIMENT F7ELS SOLVENTS
L7$RICANTS EPOXY COATINGS CONCRETE LEACHATE OR ANY OTHER POLL7TANT ASSOCIATED WITH CONSTR7CTION AND CONSTR7CTION
PROCED7RES.
EXISTING TREE TO $E REMOVED
EXISTING TREE TO $E REMOVED
EXISTING TREE TO $E REMOVED
EXISTING STEPS TO $E REMOVED
EXISTING STEPS TO $E REMOVED
EXISTING ASPHALT DRIVE TO $E REMOVED
EXISTING DECK TO $E REMOVED
EXISTING $ALCONY TO $E REMOVED
EXISTING FENCE TO $E REMOVED
EXISTING COVERED PORCH TO $E REMOVED
EXISTING CR7SHED STONE PATIO TO $E REMOVED
EXISTING RESIDENCE TO $E REMOVED
EXISTING RESIDENCE TO $E REMOVED
EXISTING DECK TO $E REMOVED
CONCRETE WASHO7T AREA
EXISTING TREE TO $E REMOVED
TOPSOIL STOCKPILE AREA
SILT FENCE
TYP. 37ANTITY AS
NEEDED FOR STOCKPILE AREALÄ5.10
2
LIMIT OF DIST7R$ANCE
12.5 SF
LÄ5.10
MAINTAIN EXISTING $IT7MINO7S PAVED DRIVE D7RING
CONSTR7CTION. EXISTING ENTRANCE TO ACT AS
STA$ILIZED CONSTR7CTION ENTRANCE. REMOVE FOR
FINISHED SITE WORK CONSTR7CTION.
EXISTING COVERED PORCH TO $E REMOVED
SILT FENCE TYP.
SAND$AG COFFERDAM TO $E INSTALLED PRIOR TO THE
REMOVAL OF THE EXISTING $O7LDERS ALONG
SHORELINE. COFFERDAM TO $E REMOVED AFTER
$O7LDER REVETMENT CONSTR7CTION IS COMPLETED.
T7R$IDITY C7RTAIN TO $E INSTALLED PRIOR TO THE
REMOVAL OF THE EXISTING $O7LDERS ALONG
SHORELINE. C7RTAIN TO $E REMOVED AFTER $O7LDER
REVETMENT CONSTR7CTION IS COMPLETED. TIE EA. END
7PLAND
EXISTING $O7LDERS TO $E REMOVED
EXISTING $O7LDERS TO $E REMOVED
LÄ5.10
2
LÄ5.10
5
LÄ5.10
N 62°46'15" W94.47'N 28°42'39" E
121.48'
N 62°46'15" W
5.53'
132.15'
S 30°44'42" W
13'±
2.0'±
Dock0 FRONT YARD SET$ACK20 SIDE YARD SET$ACK
20 SIDE YARD SET$ACK
.
SHOREL
INE
SET$ACK
$ASED
ON
AVERAGE
LAKE GEORGE
EXISTING DOCK
PROPOSED
RESIDENCE 50 SHORELINE SET$ACK WIDE EASEMENT
.00.0010.0010.001.25
1.0010.501.0021.252.5R1.50L2.2515.25R0.00L1.25R0.01L.500.50
1.500.5021.005.00
5.00
PROPERTY LINE
LEGEND
MEAN HIGH WATER LINE
PROPERTY LINE SET$ACK
PROPOSED PERMEA$LE PAVER PATIO
PROPOSED STEPPING STONE PATH
PROPOSED SITE WALL
PROPOSED $O7LDER
REVETMENT
PROPOSED PLANT $ED
PROPOSED PERMEA$LE PAVER DRIVE
PROPOSED IRREG7LAR FLAGSTONE PATIO
PROPOSED CONCRETE GENERATOR PAD
PROPOSED $EACH AREA
PROPOSED RAIN GARDEN
SAVE DATE: 12/21/2022 10:2 AMFILE NAME: Z:>PTQLGEVU>2021 PTQLGEVU>2111 Ä SGG[NG RQCF FGCUKDKNKV[>DWG>0 SHEETS>2111.01ALÄ1.10ÄLAYO7T.FYIPLOTTED $Y:CLO7GHMANDESIGN $Y:DRAWN $Y:CHECKED $Y:LAYO7T & MATERIALS PLANLÄ1.10
on 24" x 36" sheet
GRAPHIC SCALE
5 10 20010
1 inch = 10 feet
PQTV
J
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONST7DIO A
LANDSCAPE ARCHITECT7RE
ENGINEERING DPC
MAILING:
PO $OX 22
SARATOGA SPRINGS NY 12
OFFICE LOCATION:
HIGH ROCK AVE S7ITE
SARATOGA SPRINGS NY 12
51 50Ä00
IT IS A VIOLATION OF NEW YORK STATE
ED7CATION LAW FOR ANY PERSON 7NLESS
THEY ARE ACTING 7NDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER
ARCHITECT LANDSCAPE ARCHITECT OR LAND
S7RVEYOR TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM $EARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOC7MENT AND INCL7DE THE
NOTATION ALTERED $Y FOLLOWED $Y THEIR
SIGNAT7RE THE DATE OF S7CH ALTERNATION
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
12/21/2022
2111SEEYLE ROAD NORTH RESIDENCEGERALDINE E$ERLEIN12 SEEYLE ROAD NORTH37EENS$7RY NYDRAWINGS
NOT FOR
CONSTRUCTION
DWG OF PREPARED FORDIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHO7T THE $ENEFIT OF DIG SAFE MARKINGS. 7TILITIES
SHOWN ARE NOT WARRANTED TO $E EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT DIG SAFE AT 11 $EFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING 7TILITIES WHICH ARE NOT SPECIFIED TO $E REMOVED IN THIS PLAN SET.
MAP REFERENCE:
$ASE S7RVEY INFORMATION O$TAINED FROM MAP OF A S7RVEY MADE FOR GERALDINE
E$ERLEIN TOWN OF 37EENS$7RY WARREN CO7NTY NEW YORK. CREATED $Y VAN D7SEN &
STEVES LAND S7RVEYORS DATED JAN7ARY 5 2020.10/2/2022PERMITS & APPROVALS12/21/2022PERMITS & APPROVALSLAYO7T NOTES:
1.VERIFY LOCATION OF ROADS AFFECTING SCOPE OF WORK.
2.VERIFY LOCATION OF ALL VA7LTS ELECTRICAL D7CT $ANKS MANHOLES COND7IT AND
PIPING DRAINAGE STR7CT7RES AND OTHER 7TILITIES WITH THE APPROPRIATE ENGINEERING
DRAWINGS. NOTIFY ENGINEER OF ANY CONFLICTS WITH ENGINEER SCOPE.
.TAKE ALL DIMENSIONS FROM FACE OF GRAVEL PARKING AREA OR $7ILDING TO CENTERLINE
OF DRIVE OR TREES 7NLESS OTHERWISE NOTED.
.ALL ANGLES TO $E 0 DEGREES AND ALL LINES OF PAVING AND FENCING TO $E PARALLEL
7NLESS 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 F7LLÄSIZED
DRAWINGS ONLY. DO NOT SCALE FROM RED7CED DRAWINGS.
SITE COVERAGE TA$LE
COVER TYPE S37ARE FEET CREDIT
PERVIO7S AREA
S.F.
RESIDENCE 211 0 0
PERMEA$LE PAVER DRIVE 11250 5
PERMEA$LE PAVERS PATIO 50 2.5
FIRE PIT PATIO 10 0
FIREPLACE 0 0
GARDEN WALL 2 0 0
GENERATOR PAD 5 0 0
O7TDOOR KITCHEN 0 0
PERVIO7S/LANDSCAPED 100
TOTAL: 1115 TOTAL 2.5 S.F. OR 0.
PLANTED AREA
PLANTED AREA
PLANTED AREA
PLANTED AREA
PLANTED
AREA
PLANTED
AREA
PROPOSED CONCRETE PAD WITH GENERATOR
2W X 1D RIVER
ROCK DRIP STRIP
2W PROPOSED DRY STACKED STONE WALL
PROPOSED 2X2 STEPPING STONE
PATH AMONG ROLLED CR7SHER R7N
O7TDOOR DINING TA$LE
PROPOSED S3FT O7TDOOR KITCHEN AND $AR WITH FRIDGE SINK AND GRILL
2W X 1D RIVER
ROCK DRIP STRIP
PLANTED AREA
PROPOSED 1.5H $O7LDER REVETMENT
ALONG SHORELINE. $O7LDERS PLACED
A$OVE MHW.
PROPOSED STONE SLA$ STEPS TO LAKE
EA. STEP 1W X 5L X 0.5H
PROPOSED Ä0 FIREPIT
PROPOSED FLAGSTONE PATIO
STEPPING STONE PATH
PLANTED
AREAPLANTED
AREA
PROPOSED PERMEA$LE
PAVER DRIVE
PROPOSED STEPPING STONE PATH
PROPOSED PERMEA$LE PAVER PATIO
LÄ5.10
LÄ5.10
.A
LÄ5.10
.$
LÄ5.10
LÄ5.10
LÄ5.10
.$
LÄ5.20
1
LÄ5.10
LÄ5.10
.C
LÄ5.10
.A
LÄ5.10
.$
LÄ5.10
10
LÄ2.10
1
PROPOSED $EACH
A$OVE MHW LÄ2.10
1
LÄ5.20
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTO7RS
EXISTING MINOR CONTO7RS
PROPOSED MAJOR CONTO7RS
PROPOSED MINOR CONTO7RS
MEAN HIGH WATER LINE
0
2
5 MEAN HIGH WATER SET$ACK
PROPOSED SPOT GRADES
860
.5N 62°46'15" W94.47'N 28°42'39" E
121.48'
N 62°46'15" W
5.53'
132.15'
S 30°44'42" W
13'±
2.0'±
Dock
324 323322321325326327
328
325320Mean
Hi
gh
Water
=
3
2
0.
2
0
5 SHORELINE SET$ACKPROPOSED
RESIDENCE2225252222
2
252.5F.F. EL. 2.5
GARAGE EL. 22.52.52.51.5↑2↑2↑5↑1.5↑5↑
2
122
225RAIN GARDEN
T/$ERM EL. 2.5
$/GARDEN EL. 2.0
STONE INV. EL. 2.5
2 NYLOPLAST DRAIN
$ASIN W/ DOMED GRATE
RIM EL. 2.25
O7TLET INV. EL. 25
X L HDPE STORM
O7TLET PIPE
INLET INV EL. 25
O7TLET INV EL. 2.LÄ2.10
1
25
ELEVATION20
25
20
15 151.50T/REVETMENT
EL. 22
1
1
.00
1Ä0H X Ä0W X Ä0L $O7LDERS
NO. 2 CR7SHED STONE DRAIN MIN.
1Ä0 THICK WRAPPED IN
GEOTEXTILE STA$ILIZATION FA$RIC
SCH. 0 PERFORATED PVC
WALL DRAIN. SLOPE TO
DAYLIGHT " MIN. 1//FT. TYP.
MHW EL. 20.2.501Ä0 THICK LAYER OF CLEAN SAND FILL
GEOTEXTILE FILTER FA$RIC
PROPOSED GRADE
EXISTING GRADE
SAVE DATE: 10/1/2022 :5 AMFILE NAME: Z:>PTQLGEVU>2021 PTQLGEVU>2111 Ä SGG[NG RQCF FGCUKDKNKV[>DWG>0 SHEETS>2111.01ALÄ2.10ÄGRADING.FYIPLOTTED $Y:CLO7GHMANDESIGN $Y:DRAWN $Y:CHECKED $Y:GRADING & DRAINAGE PLANLÄ2.10
5
on 24" x 36" sheet
1 $O7LDER REVETMENT CROSS SECTION
SCALE: 1Ä0
GRAPHIC SCALE
5 10 20010
1 inch = 10 feet PQTVJDRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONST7DIO A
LANDSCAPE ARCHITECT7RE
ENGINEERING DPC
MAILING:
PO $OX 22
SARATOGA SPRINGS NY 12
OFFICE LOCATION:
HIGH ROCK AVE S7ITE
SARATOGA SPRINGS NY 12
51 50Ä00
IT IS A VIOLATION OF NEW YORK STATE
ED7CATION LAW FOR ANY PERSON 7NLESS
THEY ARE ACTING 7NDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER
ARCHITECT LANDSCAPE ARCHITECT OR LAND
S7RVEYOR TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM $EARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOC7MENT AND INCL7DE THE
NOTATION ALTERED $Y FOLLOWED $Y THEIR
SIGNAT7RE THE DATE OF S7CH ALTERNATION
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
12/21/2022
2111SEEYLE ROAD NORTH RESIDENCEGERALDINE E$ERLEIN12 SEEYLE ROAD NORTH37EENS$7RY NYDRAWINGS
NOT FOR
CONSTRUCTION
DWG OF PREPARED FORDIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHO7T THE $ENEFIT OF DIG SAFE MARKINGS. 7TILITIES
SHOWN ARE NOT WARRANTED TO $E EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT DIG SAFE AT 11 $EFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING 7TILITIES WHICH ARE NOT SPECIFIED TO $E REMOVED IN THIS PLAN SET.
MAP REFERENCE:
$ASE S7RVEY INFORMATION O$TAINED FROM MAP OF A S7RVEY MADE FOR GERALDINE
E$ERLEIN TOWN OF 37EENS$7RY WARREN CO7NTY NEW YORK. CREATED $Y VAN D7SEN &
STEVES LAND S7RVEYORS DATED JAN7ARY 5 2020.10/2/2022PERMITS & APPROVALS12/21/2022PERMITS & APPROVALSSTORMWATER MANAGEMENT NOTES:
1.MAXIM7M DIST7R$ED SITE AREA FOR THIS PROJECT IS APPROXIMATELY 12.5 S3. FT. THE PROJECT WILL
THEREFORE 37ALIFY AS A MINOR PROJECT IN ACCORDANCE WITH THE TOWN OF 37EENS$7RY ZONING CODE.
EXISTING IMPERVIO7S S7RFACES 15.1 S3. FT.
NEWLY CREATED IMPERVIO7S S7RFACES S3. FT.
INCREASE IN IMPERVIO7S S7RFACES 11.
TOTAL RE37IRED STORMWATER R7NOFF STORAGE VOL.
11. S3. FT. X 1.5 GAL/S3. FT. 220. GAL. 2. CF
STORMWATER STORAGE VOL7ME PROVIDED:
PERMEA$LE PAVER DRIVE 112 SF X 1 FT. X 0.0 50. CF
PERMEA$LE PAVER PATIO SF X 1 FT. X 0.0 25. CF
RAIN GARDEN ARG X DP
ARG X PSM X DSM
ARG X PDL X DDL
AREA OF RAIN GARDEN
ARG 150 SF
DEPTH OF PONDING
DP 0.25 FT.
POROSITY OF SOIL MEDIA
PSM 0.20
DEPTH OF SOIL MEDIA
DSM 1.0 FT.
POROSITY OF DRAINAGE LAYER
PDL 0.0
DEPTH OF DRAINAGE LAYER
DDL 0.5 FT
GARDEN STORAGE 150 SF X 0.25 FT.
150 SF X 0.20 X 1.0 FT.
150 SF X 0. X 0.5 FT. .5 CF
TOTAL STORAGE PROVIDED 0.1 CF 2. CF
2.STORMWATER C7LVERTS PIPING AND FITTINGS SHALL $E ADS NÄ12 SMOOTH $ORE DO7$LE WALL HIGH DENSITY
POLYETHYLENE PIPE AS MAN7FACT7RED $Y ADVANCED DRAINAGE SYSTEMS INC. OR APPROVED E37IVALENT.
.THE CATCH $ASIN AND C7LVERT SHO7LD $E CHECKED FOR THE ACC7M7LATION OF DE$RIS THAT MAY CONSTRICT
R7NOFF FROM FLOWING FREELY AT THE O7TLET INVERT ELEVATIONS. IN ADDITION TO THE MAINTENANCE OF THE
STORMWATER PRACTICES DESCRI$ED THE LAWNS AND LANDSCAPED AREAS SHALL $E MAINTAINED IN GOOD
CONDITION TO PREVENT EROSION. ANY DETERIORATED AREAS OF LAWN SHALL $E REÄSEEDED AND A STA$LE T7RF
REESTA$LISHED.
2W DRY STACKED STONE WALL
T/WALL EL. 2.5
PROPOSED $O7LDER REVETMENT
T/REVETMENT EL. 22
STONE SLA$ STEPS
T/STEP EL. 22
$/STEP EL. 21.0
SITE WORK NOTES:
1.$EFORE ANY LAND CLEARING IS COMMENCED THE CONTRACTOR SHALL ARRANGE A
MEETING ON SITE WITH THE OWNERS REPRESENTATIVE TO IDENTIFY WHICH TREES ARE
TO $E PROTECTED OR REMOVED. NO CLEARING SHALL OCC7R WITHO7T A CLEAR
7NDERSTANDING OF THE EXISTING CONDITIONS TO $E PRESERVED.
2.THE CONTRACTOR SHALL $E RESPONSI$LE FOR THE PROTECTION OF ALL EXISTING TREES
AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTR7CTION PERIOD.
THE PLACEMENT OF PROTECTION DEVICES ADDITIONAL TO THOSE NOTED SHALL
HOWEVER $E AT THE CONTRACTORS DISCRETION. VEHICLES SHALL NOT $E PARKED
WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RES7LT TO TREES TO $E KEPT.
CONSTR7CTION MATERIALS SHALL NOT $E STORED $ENEATH TREES TO $E KEPT. ALL
TEMPORARY EROSION AND SEDIMENT
E&S CONTROL MEAS7RES SHALL $E INSTALLED
PRIOR TO ANY EARTH DIST7R$ANCE. E&S CONTROL DEVICES SHALL $E REG7LARLY
INSPECTED AND MAINTAINED AS NEEDED TO ENS7RE SATISFACTORY PERFORMANCE. ANY
DAMAGE OCC7RRING D7RING THE CO7RSE OF CONSTR7CTION SHALL $E REPAIRED $Y THE
CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. ASSOCIATED FINES RES7LTING
FROM S7CH DAMAGE SHALL ALSO $E PAID $Y THE CONTRACTOR.
.ALL PROPOSED GRADES SET IN THE FIELD TO $E COMPLETED $Y A NEW YORK STATE
LICENSED S7RVEYOR.
.ALL AREAS RE37IRING FILL SHALL $E $RO7GHT TO RE37IRED GRADE IN A MAXIM7M OF 12
COMPACTED LIFTS.
5.ALL SLOPES :1 AND GREATER SHALL $E STA$ILIZED WITH SLOPE STA$ILIZATION MATS.
LOCATIONS AND METHODS TO $E APPROVED $Y THE OWNERS REPRESENTATIVE.
.PITCH EVENLY $ETWEEN SPOT GRADES. ALL PAVED AREAS M7ST PITCH TO DRAIN AT A
MINIM7M SLOPE OF ONEÄEIGHTH
1 PER FOOT. ANY DISCREPANCIES NOT ALLOWING THIS
TO OCC7R SHALL $E REPORTED TO THE OWNERS REPRESENTATIVE IMMEDIATELY $EFORE
CONTIN7ING WORK.
.EXCAVATION RE37IRED WITHIN FEET OF EXISTING 7TILITY LINE SHALL $E DONE $Y
HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING 7TILITY LINES OR
STR7CT7RES INC7RRED D7RING CONSTR7CTION OPERATIONS AT NO ADDITIONAL COST TO
THE OWNER.
.CONTRACTOR SHALL $LEND NEW EARTHWORK SMOOTHLY INTO EXISTING GRADE
PROVIDING VERTICAL C7RVES OR RO7NDINGS AT THE TOP AND $OTTOM OF ALL SLOPES.
.D7RING GRADING OPERATIONS DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL $E
MAINTAINED CONTIN7O7SLY TO PREVENT EROSION OR OTHER DAMAGE. WHEN IT IS
NECESSARY TO INTERR7PT DRAINAGE OR OTHER EXISTING 7TILITIES CONTRACTOR IS TO
PROVIDE TEMPORARY FACILITIES 7NTIL PERMANENT WORK IS COMPLETED AT NO COST TO
THE OWNER.
10.GRADE AREAS ADJACENT TO $7ILDING LINES TO DRAIN AWAY FROM STR7CT7RE TO
PREVENT PONDING. FINISHED S7RFACES SHALL $E FREE FROM ANY A$R7PT OR IRREG7LAR
CHANGES.
11.EXCAVATION RE37IRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL $E
DONE $Y HAND SO THAT NO DAMAGE OCC7RS TO EXISTING ROOT SYSTEM. PLANT
MATERIALS DAMAGED $Y CONTRACTOR SHALL $E REPLACED IN KIND AT NO ADDITIONAL
EXPENSE TO THE OWNER.
12.EXCAVATION SHALL $E TO ELEVATIONS INDICATED WITH A TOLERANCE OF 1.
1.S7$$ASE CO7RSE MATERIAL SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS SECTION 0 TYPE 2 AND SHALL CONFORM TO MIN 5
MODIFIED PROCTOR DENSITY. $ACKFILL MATERIAL SHALL $E COMPACTED ON SITE SOIL
MATERIAL.
1.EM$ANKMENT FILL SHALL CONFORM WITH ALL RE37IREMENTS OF NYSDOT SPEC. SECTION
20. MAXIM7M ALLOWA$LE LOOSE LIFTS FOR EM$ANKMENTS SHALL $E 12 INCH AND
SHALL $E COMPACTED TO NOT LESS THAN 5 OF THE MAXIM7M DENSITY AS
ESTA$LISHED THRO7GH THE STANDARD PROCTOR COMPACTION TEST PER ASTM D.
15.ALL TRENCHES AND OTHER EXCAVATION SIDE SLOPES INDICATED ON THE DRAWINGS ARE
DIAGRAMMATIC ONLY AND ARE NOT INTENDED TO INDICATE A STA$LE EXCAVATION SLOPE.
THE CONTRACTOR SHALL $E RESPONSI$LE FOR THE ADE37ACY AND STA$ILITY OF ALL
EXCAVATION SLOPES SHEETING SHORING TRENCH $OXES AND ANY OTHER MEANS
RE37IRED FOR A SAFE WORK ENVIRONMENT AND FOR PROTECTION OF ADJACENT
ROADWAYS AND OTHER STR7CT7RES. ALL EXCAVATION WORK SHALL COMPLY WITH THE
RE37IREMENTS OF THE FOLLOWING REG7LATORY AGENCIES:
ÄÄ S7$PART 2Ä EXCAVATION OPERATIONS OF NEW YORK DEPARTMENT OF LA$OR
IND7STRIAL CODE R7LE 2.
ÄÄ S7$PART P EXCAVATIONS OF THE 7NITED STATES DEPARTMENT OF LA$OR OSHA
REG7LATIONS FOR CONSTR7CTION.
ÄÄ ALL OTHER M7NICIPAL CO7NTY STATE OR FEDERAL AGENCIES REG7LATIONS OR LAWS
PERTAINING TO EXCAVATION SAFETY AS MAY APPLY AT THE WORK SITE.
ÄÄ THE MORE STRINGENT PROVISION IN EACH OF THE A$OVE CODES SHALL APPLY. THESE
PROVISIONS SHALL $E CONSIDERED MINIM7M RE37IREMENTS AND SHALL $E INCREASED IF
NECESSARY TO PROVIDE SAFE WORKING CONDITIONS.
1.CR7SHED STONE WHERE CALLED FOR ON THE DRAWINGS SHALL CONFORM TO NYS
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 0Ä02 SIZE
DESIGNATION 2.
1.ALL DIST7R$ED AREAS NOT COVERED WITH SITE IMPROVEMENTS OR LANDSCAPING SHALL
$E COVERED WITH OF TOPSOIL AND SEEDED TO ESTA$LISH A DENSE GROWTH OF T7RF.
SEED MIX SHALL INCL7DE 0 CREEPING RED FESC7E AND 0 $LEND OF
SHADEÄTOLERANT HARD FESC7E. SEED MIX L$S/1000 S3. FT. SHALL $E COMPLIANT WITH
NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL PAGE ..
2W X 1D RIVER
ROCK DRIP STRIP
2W X 1D RIVER
ROCK DRIP STRIP
LÄ5.20
1
LÄ5.20
2
LÄ5.10
LÄ5.10
LÄ5.10
LÄ5.10
10
LÄ2.10
1
N 62°46'15" W94.47'N 28°42'39" E
121.48'
N 62°46'
1
5
"
W
5.53'
132.15'
S 30°44'42
"
W
13'±
2.0'±
Dock
324
323322321325326327
328
325320Mean
Hi
g
h
W
at
er
=
3
2
0.
2
0
Seelye Road North (Pav
e
d
D
r
i
v
e
)
Grav
e
l
D
r
i
v
eRockhurst Road100
SHOREL
INE SET$ACK
PROPOSED
RESIDENCE2225252222
2
2525222522252
2
1
2
2
225 SOLVENT WELDED
SCH. 0 PVC SEWER PIPE.
SLOPE " 1//FT. MIN AT
ALL LOCATIONS.
Ä0 I.D. PRECAST CONC. P7MP STA.
1250 GAL. PRECAST
CONC. SEPTIC TANK
1 1/2 SDR 21 PVC
SEWER FORCE MAIN
EDGE OF MO7ND TAPER
10W X 55L A$SORPTION $ED WITH:
2 1 1/2 X 50L LATERALS SPACED 5 O.C. W/
12 1/ ORIFICES SPACED O.C.
1.
10 MIN.
11.50
10 MIN. 11.01
10 MIN. 1.
10 MIN. TOPOGRAPHIC INFORMATION $EYOND
S7RVEY $O7NDARIES WAS O$TAINED FROM
NYS OFFICE OF INFORMATION TECHNOLOGY
SERVICES GIS PROGRAM OFFICE
100 F7T7RE EXPANSION AREA
22.1
10 MIN.
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTO7RS
EXISTING MINOR CONTO7RS
PROPOSED MAJOR CONTO7RS
PROPOSED MINOR CONTO7RS
FORCEMAIN
MEAN HIGH WATER LINE
0
2
860
EXISTING MAJOR CONTO7RS
FROM LIDAR
EXISTING MINOR CONTO7RS
FROM LIDAR
860
SAVE DATE: 10/25/2022 1:1 PMFILE NAME: Z:>PTQLGEVU>2021 PTQLGEVU>2111 Ä SGG[NG RQCF FGCUKDKNKV[>DWG>0 SHEETS>2111.01ALÄ.10Ä7TILITIES.FYIPLOTTED $Y:CLO7GHMANDESIGN $Y:DRAWN $Y:CHECKED $Y:7TILITIES PLANLÄ.10
on 24" x 36" sheet
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE PQTVJDRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONST7DIO A
LANDSCAPE ARCHITECT7RE
ENGINEERING DPC
MAILING:
PO $OX 22
SARATOGA SPRINGS NY 12
OFFICE LOCATION:
HIGH ROCK AVE S7ITE
SARATOGA SPRINGS NY 12
51 50Ä00
IT IS A VIOLATION OF NEW YORK STATE
ED7CATION LAW FOR ANY PERSON 7NLESS
THEY ARE ACTING 7NDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER
ARCHITECT LANDSCAPE ARCHITECT OR LAND
S7RVEYOR TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM $EARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOC7MENT AND INCL7DE THE
NOTATION ALTERED $Y FOLLOWED $Y THEIR
SIGNAT7RE THE DATE OF S7CH ALTERNATION
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
12/21/2022
2111SEEYLE ROAD NORTH RESIDENCEGERALDINE E$ERLEIN12 SEEYLE ROAD NORTH37EENS$7RY NYDRAWINGS
NOT FOR
CONSTRUCTION
DWG OF PREPARED FORDIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHO7T THE $ENEFIT OF DIG SAFE MARKINGS. 7TILITIES
SHOWN ARE NOT WARRANTED TO $E EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT DIG SAFE AT 11 $EFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING 7TILITIES WHICH ARE NOT SPECIFIED TO $E REMOVED IN THIS PLAN SET.
MAP REFERENCE:
$ASE S7RVEY INFORMATION O$TAINED FROM MAP OF A S7RVEY MADE FOR GERALDINE
E$ERLEIN TOWN OF 37EENS$7RY WARREN CO7NTY NEW YORK. CREATED $Y VAN D7SEN &
STEVES LAND S7RVEYORS DATED JAN7ARY 5 2020.10/2/2022PERMITS & APPROVALS12/21/2022PERMITS & APPROVALSWASTEWATER TREATMENT SYSTEM NOTES:
1.THE ONÄSITE S7$S7RFACE WASTEWATER TREATMENT SYSTEM SHALL $E A MO7NDED
SOIL A$SORPTION SYSTEM.THE $ASIS OF DESIGN FOR THE SYSTEM IS AS FOLLOWS:
DESIGN STANDARDS NYSDOH APPENDIX 5A
N7M$ER OF $EDROOMS
DESIGN WASTEWATER FLOW RATE 0 GPD
SEPTIC TANK MIN CAPACITY 1250 GAL.
SEPTIC TANK CAPACITY PROVIDED 1250 GAL.
INÄSIT7 SOIL DESIGN PERC. RATE Ä MIN./IN.
INÄSIT7 SOIL APP. RATE 1.0 GDP/S3FT
$ASAL AREA MIN.0 GPD/1.0 GPD/S3FT
0 S3FT
$ASAL AREA PROVIDED 10Ä0L X 5Ä0W 10 S3FT
MO7ND FILL DESIGN PERC. RATE Ä MIN./IN.
MO7ND FILL APP. RATE 0. GPD/S3FT
A$SORPTION $ED AREA MIN.0 GPD/0. GPD/S3FT 550 S3FT
A$SORPTION $ED AREA PROVIDED 55Ä0L X 10Ä0W 550 S3FT
PL7M$ING FIXT7RES MAX. 1. GAL./FL7SH WATER CLOSET
P7MP DESIGN $ASIS:
DOSE VOL.110 GAL.
FLOW RATE GPM
TDH
P7MP R7N TIME MIN./DOSE
2.ALL WASTEWATER TREATMENT SYSTEM COMPONENTS SHALL $E IN STRICT
CONFORMANCE WITH THE SYSTEM DESIGN INFORMATION INDICATED ON THESE
DRAWINGS ALL N.Y.S. DEPT. OF HEALTH AND TOWN OF 37EENS$7RY RE37IREMENTS.
.THE DISCHARGE OF WASTE FROM GAR$AGE GRINDERS S7MP P7MPS ROOF DRAINS
WATER TREATMENT SYSTEM $ACKWASH AND NONÄCONSERVING WATER FIXT7RES IS
PROHI$ITED. ADDITIONALLY LAWN IRRIGATION SYSTEMS SHALL NOT $E INSTALLED
A$OVE THE A$SORPTION FIELD AREA.
.THE SEPTIC TANK SHALL $E A PRECAST CONCRETE TRAFFIC TYPE 7NIT WITH SANITARY
TEES OR $AFFLES AT INLETS AND O7TLETS. MINIM7M TANK CAPACITY SHALL $E AS
SHOWN. FOR TWOÄPIECE TANKS PROVIDE SEALANT PER MAN7FACT7RERS INSTR7CTIONS
$ETWEEN THE TANK SECTIONS. THORO7GHLY CLEAN JOINT IMMEDIATELY PRIOR TO
INSTALLING SEALANT. IF AIR TEMPERAT7RE IS $ELOW 5F WARM SEALANT TO A
PLIA$LE CONDITION. SET TANKS LEVEL ON NO. 2 CR7SHED STONE AS INDICATED. THE
EXTERIOR S7RFACES OF THE SEPTIC TANK SHALL $E THORO7GHLY COATED WITH THE
MAN7FACT7RERS STANDARD WATERPROOFING COATING.
5.THE P7MP STATION SHALL $E A Ä0 I.D. PRECAST CONC. MANHOLE WIITH A MINIM7M
INTERIOR HEIGHT OF Ä1 AS MAN7FACT7RED $Y FORT MILLER CO. SET STR7CT7RE ON
LEVEL STONE AS INDICATED. ALL S7RFACES SHALL $E SEALED WITH THE
MAN7FACT7RERS STANDARD SEALANT.
.THE EFFL7ENT P7MP SHALL $E A ZOELLER P7MP COMPANY MODEL 10 S7$MERSI$LE
EFFL7ENT P7MP 1.5 HP SINGLE PHASE 115 VOLT OR APPROVED E37IVALENT.
.FLOAT CONTROL SWITCHES SHALL $E ZOELLER P7MP COMPANY PIGGY$ACK VARIA$LE
LEVEL FLOAT SWITCH FIRMLY MO7NTED TO THE P7MP PIT STR7CT7RE.
.P7MP CONTROL PANEL SHALL $E A ZOELLER SIMPLEX ELECTRICAL CONTROL PANEL
7NIT OR E37IVALENT INCL7DING NEMA X WATERTIGHT ENCLOS7RE A7DI$LE AND
VIS7AL ALARMS FOR HIGH WATER R7N INDICATOR LIGHTS AND MAN7AL OPERATION
SWITCHES P7MP CONTROL PANEL SHALL $E INSTALLED IN A CONSPIC7O7S LOCATION
WITHIN $7ILDING OR ON A PPT POST PROXIMAL TO P7MP STATION.
.ALL ELECTRICAL WIRING SHALL $E IN STRICT ACCORDANCE WITH THE NATIONAL
ELECTRIC CODE AND STATE AND LOCAL RE37IREMENTS. ALL COND7IT $ELOW GRADE
SHALL $E SCHED7LE 0 PVC COND7IT WITH APPROPRIATE FITTINGS.
10.FORCE MAIN PIPING SHALL $E A 1 1/2 SDR 21 PVC PIPE
PRESS7RE RATING OF 10 PSI
WITH GASKETED JOINTS AND FITTINGS. FORCE MAIN PIPING SHALL $E INSTALLED TO
DRAIN $ACK FROM THE MO7NDED SOIL SYSTEM TO THE P7MP STATION WITHO7T SAGS
OR H7MPS.
11.$7ILDING AND GRAVITY SEWER PIPING SHALL $E SOLVENT WELDED SCH. 0 PVC PIPE.
INSTALL SEWER PIPING AT A 7NIFORM SLOPE $ETWEEN DESIGNATED LOCATIONS WITH
NO SAGS OR H7MPS. THE MINIM7M SLOPE FOR ALL SEWER PIPING SHALL $E 1//FT.
2 7NLESS OTHERWISE INDICATED.
12.DISTR7$7TION LATERALS SHALL $E 1 1/2 SDR 21 PVC PIPE WITH
12 1/ ORFICES
SPACED Ä0 O.C. DISTRI$7TION LATERALS SHALL $E INSTALLED LEVEL.
1.REMOVE ALL TOPSOIL ST7MPS AND ORGANIC MATERIAL FROM THE DISPOSAL SYSTEM
AREA. AFTER EXCAVATING THE $ASAL AREA TO THE LIMITS AND DEPTHS INDICATED
THE WALLS AND FLOORS OF THE $ASAL AREA SHALL $E CLEANED AND RAKED TO
ACHIEVE AN EVEN SECTION AND TO LOOSEN SMEARED AREAS.
1.NO HEAVY E37IPMENT OR VEHIC7LAR TRAFFIC SHALL $E ALLOWED WITHIN THE LIMITS
OF THE DISPOSAL FIELD AFTER FILL MATERIAL HAS $EEN PLACED $OTH D7RING OR
AFTER CONSTR7CTION.
15.PLACEMENT OF THE SAND FILL SHALL $E AS SHOWN AND CARE SHALL $E TAKEN TO
AVOID INCL7SION OF FINE GRAINED SOIL AND WASTE MATERIAL IN THE SAND. THE FILL
MATERIAL SLOPE SHALL NOT EXCEED ONE VERTICAL TO THREE HORIZONTAL.
1.FILL MATERIAL FOR THE MO7ND SYSTEM SHALL MEET THE FOLLOWING RE37IREMENTS:
Ä 10 MAX. PASSING A 200 SIEVE
Ä 15 MAX. $EING RETAINED $Y A 1/2 INCH MESH SIEVE
Ä 25 MIN. RETAINED $Y A 5 SIEVE TO 10 SIEVE
Ä EFFECTIVE GRAIN SIZE OF 0.15MM Ä 0.0MM
Ä COEFFICIENT OF 7NIFORMITY OF Ä
1.FILL SHALL $E MECHANICALLY COMPACTED IN APPROX. LOOSE LIFTS WITH TRACK
TYPE E37IPMENT TO ACHIEVE AN IN PLACE PERCOLATION RATE OF Ä MIN. PER INCH.
THE FINAL PERCOLATION RATE SHALL $E VERIFIED $Y THE ENGINEER PRIOR TO
INSTALLATION OF THE A$SORPTION FIELD.
1.THE A$SORPTION $ED AGGREGATE SHALL CONSIST OF /Ä1 1/2 WASHED GRAVEL OF
CR7SHED STONE.
1.THE $OTTOM OF THE A$SORPTION $ED SHALL $E LEVEL. THE A$SORPTION $ED
AGGREGATE SHALL $E COVERED $Y A PERMEA$LE NONÄWOVEN GEOTEXTILE FA$RIC.THE
GEOTEXTILE FA$RIC SHALL $E COVERED WITH PERMEA$LE SOIL $ACKFILL.
15.TOPSOIL AND SEED THE MO7ND AREA AND ALL OTHER DIST7R$ED AREAS IMMEDIATELY
AFTER CONSTR7CTION.
1.THE EXISTING SEPTIC TANK SEEPAGE PIT AND SEWER LINE SHALL $E P7MPED AND
CLEANED TO REMOVE ALL EXISTING WASTEWATER MATERIALS. THE EXISTING SEPTIC
TANK SEEPAGE PIT AND SEPTIC LINE SHALL $E REMOVED AND DISPOSED OFF AT A
NYSDEC CERTIFIED SOLID WASTE HANDLING FACILITY.
1.S7$MITTALS: THE CONTRACTOR SHALL S7$MIT THE FOLLOWING ITEMS FOR REVIEW $Y
THE ENGINEER. S7$MITTALS SHALL $E TRANSMITTED ELECTRONICALLY. NO
FA$RICATION OF THESE ITEMS SHALL $E PERMITTED 7NTIL THE S7$MITTALS HAVE
$EEN REVIEWED AND ACCEPTED:
A.PRECAST CONCRETE P7MP STATION
$.PRECAST CONCRETE SEPTIC TANK
C.EFFL7ENT P7MP
D.P7MP CONTROL PANEL
E.FLOAT SWITCHES
F.MO7ND FILL MATERIAL
1.NOTIFY THE ENGINEER FOR INSPECTION AT THE FOLLOWING PHASES OF CONSTR7CTION:
A.TO PERFORM PERCOLATION TESTS OF THE FILL MATERIAL AT THE $ORROW
PIT.
$.TO INSPECT MO7ND SITE PREPARATION PRIOR TO PLACING FILL MATERIAL.
C.TO PERFORM PERCOLATION TEST ON THE FILL MATERIAL D7RING
INSTALLATION.
D.7PON INSTALLATION OF THE SEPTIC TANKS P7MP STATION AND P7MP AND
D7RING A$SORPTION $ED INSTALLATION WHILE DISTRI$7TION LATERALS ARE
EXPOSED TO TEST P7MP PERFORMANCE.
20.7PON COMPLETION OF CONSTR7CTION THE CONTRACTOR SHALL PREPARE A MAP OF
ASÄ$7ILT CONDITIONS INDICATING A MINIM7M OF TWO TIE DIMENSIONS FROM ADJACENT
CORNERS OF THE RESIDENCE TO THE SEPTIC TANK INLET AND O7TLET COVERS AS WELL
AS THE P7MP TANK.
NOTE: NEIGH$ORING POTA$LE WATER
WELLS WITHIN 100 OF THE PROPERTY
LINES NEAR THE PROPOSED
A$SORPTION FIELD AERA WERE NOT
O$SERVED D7RING A SITE VISIT $Y
ST7DIO A ON A7G7ST 2 2022.
NOTE: PARCELS 22.1Ä1Ä25 AND
22.1Ä1Ä2 ARE S7PPLIED WITH LAKE
WATER
LÄ5.20
LÄ5.20
LÄ5.20
LÄ5.20
LÄ5.20
5
PROPERTY LINE
LEGEND
EXISTING TREE TO REMAIN
MEAN HIGH WATER LINE
PROPERTY LINE SET$ACK
LIMITS OF DIST7R$ANCE
PROPOSED SHR7$S/ GRO7NDCOVER
PROPOSED TREES
PROPOSED RAIN GARDEN
EXISTING TREE LINE
Dock5 SHORELINE SET$ACKPROPOSED
RESIDENCE 25RAIN GARDEN AREA
LAWN AREA
STA$ILIZED LAWN
LAWN AREA
LAWN AREA
$G
H$
H$
1 A$
1 DW
$$
2 WS
MR
H$
2 I$
2 I$
12 CT
2 I$
2 $S
WC
H$
$S
0 $$
0 WS
5 MR
2 $$
2 MR
25 WS
2 RM
WS
$$
10 CT
MR
ML
1 ML
2 ML
ML
1 PD
2 PC
PC
PC
PLANTING SCHED7LE
KEY 3TY SYM$OL SCIENTIFIC NAME COMMON NAME SIZE COMMENTS
TREES
WC TH7JA OCCIDENTALIS NORTHERN WHITE CEDAR 20Ä0
HEIGHT $&$
RM 2 ACER R7$R7M RED MAPLE 0 HEIGHT $&$
PD 1 CORN7S ALTERNIFOLIA PAGODA DOGWOOD 15Ä25
HEIGHT $&$
SHR7$S
DW 1 CORN7S SERICEA RED TWIG OSIER DOGWOOD GAL.
A$1 CEPHALANTH7S OCCIDENTALIS $7TTON $7SH GAL.
CONT.
H$2HYDRANGEA AR$ORESCENS HYDRANGEA $7SH GAL.
CONT.
$$1 ARCTOSTAPHYLOS 7VAÄ7RSI $EAR$ERRY 1 37ART
CONT.
I$ILEX GLA$RA INK$ERRY GAL.
CONT.
CT 22 FILIPEND7LA 7LMARIA MEADOW SWEET GAL.
CONT.
ML 1VI$7RN7M ACERIFOLI7M MAPLE LEAF VI$7RN7M GAL.
CONT.
PERENNIALS / GRASSES / SEDGES
WS 1 SENNA HE$ECARPA WILD SENNA 1 GAL.
MR 100 IRIS VERSICOLOR $L7E FLAG IRIS 1 GAL.
$S R7D$ECKIA HIRTA $LACK EYED S7SAN 1 GAL.
PC 10 ECHINACEA P7RP7REA P7RPLE CONEFLOWER 1 GAL.SAVE DATE: 11/2/2022 :2 AMFILE NAME: Z:>PTQLGEVU>2021 PTQLGEVU>2111 Ä SGG[NG RQCF FGCUKDKNKV[>DWG>0 SHEETS>2111.01ALÄ.10ÄPLANTING.FYIPLOTTED $Y:CLO7GHMANDESIGN $Y:DRAWN $Y:CHECKED $Y:PLANTING PLANLÄ.10
on 24" x 36" sheet
GRAPHIC SCALE
5 10 20010
1 inch = 10 feet PQTVJDRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONST7DIO A
LANDSCAPE ARCHITECT7RE
ENGINEERING DPC
MAILING:
PO $OX 22
SARATOGA SPRINGS NY 12
OFFICE LOCATION:
HIGH ROCK AVE S7ITE
SARATOGA SPRINGS NY 12
51 50Ä00
IT IS A VIOLATION OF NEW YORK STATE
ED7CATION LAW FOR ANY PERSON 7NLESS
THEY ARE ACTING 7NDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER
ARCHITECT LANDSCAPE ARCHITECT OR LAND
S7RVEYOR TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM $EARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOC7MENT AND INCL7DE THE
NOTATION ALTERED $Y FOLLOWED $Y THEIR
SIGNAT7RE THE DATE OF S7CH ALTERNATION
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
12/21/2022
2111SEEYLE ROAD NORTH RESIDENCEGERALDINE E$ERLEIN12 SEEYLE ROAD NORTH37EENS$7RY NYDRAWINGS
NOT FOR
CONSTRUCTION
DWG OF PREPARED FORDIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHO7T THE $ENEFIT OF DIG SAFE MARKINGS. 7TILITIES
SHOWN ARE NOT WARRANTED TO $E EXACT OR COMPLETE. THE CONTRACTOR SHALL
CONTACT DIG SAFE AT 11 $EFORE COMMENCING ANY WORK AND SHALL PRESERVE
EXISTING 7TILITIES WHICH ARE NOT SPECIFIED TO $E REMOVED IN THIS PLAN SET.
MAP REFERENCE:
$ASE S7RVEY INFORMATION O$TAINED FROM MAP OF A S7RVEY MADE FOR GERALDINE
E$ERLEIN TOWN OF 37EENS$7RY WARREN CO7NTY NEW YORK. CREATED $Y VAN D7SEN &
STEVES LAND S7RVEYORS DATED JAN7ARY 5 2020.10/2/2022PERMITS & APPROVALS12/21/2022PERMITS & APPROVALS37EENS$7RY SHORELINE $7FFER RE37IREMENTS
RE37IRED RE37IRED
TOTAL EXISTING PROPOSED TOTAL
MIN. WIDTH 55 S.F.5 S.F.5 S.F.5 S.F.
TREES 1 PER 00 S.F.
SHR7$S
2 SHR7$S
PER 50 S.F.7NKNOWN
HER$ACEO7S PLANTS 1 PER 50 S.F.17NKNOWN 11
EVERGREEN : DECID7O7S
MATERIAL RATIO 1: MIN.5:225 :0 :225 :225
ADDITIONAL CONSIDERATIONS ADDRESSED $Y ST7DIO A PLANTING PLAN:
1.ALL PROPOSED PLANT MATERIALS WITHIN THE 5 SHORELINE SET$ACK ARE NATIVE OR ARE FROM THE
RECOMMENDED PLANT LIST PROD7CED $Y THE TOWN OF 37EENS$7RY.
2.TREE CLEARING IS IN COMPLIANCE WITH A.P.A. SHORELINE CLEARING REG7LATIONS.
Ä LESS THAN 0 OF TREES GREATER THAN D.$.H. WITHIN 5 OF THE M.H.W.M. WILL NOT $E REMOVED.
Ä LESS THAN 0 OF VEGETATION WITHIN OF THE M.H.W.M. WILL $E REMOVED.
PLANTING NOTES:
1.ALL PLANT $EDS TO $E M7LCHED WITH DEEP $ROWN HARDWOOD M7LCH 7NLESS OTHERWISE NOTED ON THE PLANS.
2.PRIOR TO PLANTING CONTRACTOR SHALL LOCATE VERIFY AND REPORT ANY CONFLICTS OF EXISTING 7TILITY LINES TO THE LANDSCAPE ARCHITECT.
.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL G7IDELINES ESTA$LISHED $Y THE AMERICAN STANDARD FOR N7RSERY STOCK P7$LISHED $Y
THE AMERICAN ASSOCIATION OF N7RSERYMEN INC. AND SHALL $E OF SPECIMEN 37ALITY 7NLESS APPROVED OTHERWISE $Y DIRECTORS REPRESENTATIVE.
.WRITTEN APPROVAL IS RE37IRED FROM LANDSCAPE ARCHITECT OF ANY PROPOSED S7$STIT7TIONS OF PLANT MATERIAL. CHANGED PLANTS SHALL $E
E37IVALENT FORM HEIGHT FLOWER COLOR LEAF SIZE $RANCHING C7LT7RE AND FR7IT.
5.A MINIM7M OF ´ OF S7ITA$LE TOPSOIL IS RE37IRED IN AREAS WITH PROPOSED LAWN SEEDING PRIOR TO SEEDING.
.PRIOR TO COMMENCEMENT OF PLANTING STAKE LOCATION OF ALL PLANTINGS FOR APPROVAL $Y LANDSCAPE ARCHITECT.
.SCHED7LE DELIVERY OF PLANTS ONLY IN REASONA$LE TIME AS TO WHEN THEY CAN $E INSTALLED. PLANTS TO $E INSPECTED $Y LANDSCAPE ARCHITECT
AT DELIVERY.
.MAINTENANCE TO $EGIN IMMEDIATELY FOLLOWING INSTALLATION OF PLANT MATERIALS AND LAWN 7NTIL FINAL ACCEPTANCE.
.TREES SHALL NOT $E PLANTED $EFORE ACCEPTANCE OF RO7GH GRADING. TREES SHALL $E PLANTED ´ HIGHER THAN PREVIO7S GRADE. SHR7$S AND
GRO7ND COVER SHALL $E PLANTED AS THE SAME RELATIONSHIP TO GRADE AS PREVIO7S GRADE.
10.PLANT MATERIAL 37ANTITIES TO $E PROVIDED $Y CONTRACTOR AS SHOWN ON DRAWINGS.
11.7NLESS NOTED ON PLANT LIST PLANTS TO $E $ALLED AND $7RLAPPED OR CONTAINER GROWN.
12.FOR SEEDING OF DIST7R$ED AREAS 7SE SPECIFIED MIX FOR DESIGNATED AREA OR APPROVED E37AL APPROVED $Y LANDSCAPE ARCHITECT.
MIN.M7LCH $ED Ä PLACE SHREDDED
HARDWOOD $ARK M7LCH ARO7ND ALL
SHR7$S
M7LCH OVER LIP OF TOPSOIL
TO FORM SA7CER
C7T AND REMOVE $7RLAP
FROM TOP ONE THIRD OF
SHR7$ $ALL
50 ORGANIC SOIL 50
EXISTING SOIL MIX
SCARIFY COMPACTED S7$ÄSOIL
TO A DEPTH OF
1 $ALLED & $7RLAPPED
$&$ DETAIL
SCALE: N.T.S.
DIG HOLE 2X DIAMETER OF $$
ROOT $ALL OR CONTAINER
F.G.
2 TYP.1NOTES:
1.TREES SHALL $EAR SAME RELATIONSHIP
TO FINISH GRADE AS IN THE N7RSERY.
2.THIN $RANCHES & FOLIAGE AS DIRECTED
WHILE RETAINING NORMAL SHAPE OF
TREE. NEVER C7T A LEADER
.TREES SHALL $E PL7M$ & STRAIGHT.
ATTACH 1 GALV. STEEL CA$LE TO STAKE.
NOTCH STAKE TO RECEIVE CA$LE.
ENCASE WIRE ARO7ND TR7NK TO
REINFORCE R7$$ER HOSE A$OVE FIRST
$RANCH. SEC7RE ALL ENDS OF CA$LE
WITH GALV. CLAMPS.
GALV. T7RN$7CKLE EA. CA$LE
X CEDAR STAKES PER TREE.
STAKES TO $E SAME HEIGHT DRIVEN IN
ON A SLIGHT ANGLE. STAKES TO $E
O7TSIDE OF ROOT $ALL.
WRAP ALL DECID7O7S TR7NKS NEATLY
TO A HEIGHT OF THE SECOND LOWEST
$RANCH
FALL PLANTING ONLY
HT. PLANTING MIX SA7CER
DEPTH PINE $ARK M7LCH P7LL
M7LCH AWAY FROM TREE TR7NK
AMENDED PLANTING MIX COMPCTED
C7T ROPE S7RRO7NDING $OTTOM OF TREE
TR7NK AFTER $ACKFILLING $7T $EFORE
M7LCHING. DO NOT REMOVE $7RLAP.
NATIVE SOIL DRAINAGE MO7ND COMPACTED TO 2
7NDIST7R$ED S7$GRADE
5 DECID7O7S TREE PLANTING DETAIL
SCALE: N.T.S.
PERENNIALS Ä SEE SHEET LÄ.10
FOR TYPE AND LOCATION OF
PLANTING
2 RIVER ROCK 2 OR STONE M7LCH
ARO7ND PERENNIALS AND GRASS SPRIGS
S7$SOIL
12 PLANTING SOIL MIX IN ALL PERENNIAL
$EDS PLACED IN LIFTS
TYP.
SHOVEL C7T AT
EDGE OF
PLANTING $ED
PERENNIAL & GRASS PLANTING DETAIL
SCALE: N.T.S.
SEEDED LAWN. SEED MIX AS
SPECIFIED. STA$ILIZE ALL SLOPES
E37AL TO OR GREATER THAN :1 WITH
HYDROSEED APPLICATION OF
FLEXTERRA $ONDED FI$ER MATRIX
OR E37AL
LOAM TOPSOIL
FREE DRAINING FILL
SOIL OVER $EDROCK
EXISTING $EDROCK122 SEEDED AREA DETAIL
SCALE: N.T.S.
2 TYP.1NOTES:
1.TREES SHALL $EAR SAME RELATIONSHIP
TO FINISH GRADE AS IN THE N7RSERY.
2.NEVER C7T A LEADER
.TREES SHALL $E PL7M$ & STRAIGHT.
INSTALL G7YS PER TREE E37ALLY
SPACED ARO7ND ROOT$ALL. ATTACH 1
GALV. STEEL CA$LES " 2 HEIGHT OF TREE.
PROVIDE REINFORCED R7$$ER HOSE TO
ENCASE CA$LE ARO7ND TR7NK. SEC7RE
ALL ENDS OF CA$LE W/ GALV. CLAMPS.
GALV. TR7N$7CKLE EA. CA$LE
X 2Ä0 CEDAR STAKES PER TREE
DRIVEN IN AT A 25 AN$LE STAKES TO
$E O7TSIDE OF TREE PIT.
HT. PLANTING MIX SA7CER
DEPTH SHREDDED CEDAR M7LCH
NAT7RAL
COLOR P7LL M7LCH AWAY FROM TREE TR7NK
AMENDED PLANTING MIX COMPCTED
C7T ROPE S7RRO7NDING $OTTOM OF TREE
TR7NK AFTER $ACKFILLING $7T $EFORE
M7LCHING. DO NOT REMOVE $7RLAP.
NATIVE SOIL DRAINAGE MO7ND COMPACTED TO 2
7NDIST7R$ED S7$GRADE
F.G.
EVERGREEN TREE PLANTING DETAIL
SCALE: N.T.S.
SAVE DATE: 10/25/2022 1:1 PMFILE NAME: Z:>PTQLGEVU>2021 PTQLGEVU>2111 Ä SGG[NG RQCF FGCUKDKNKV[>DWG>0 SHEETS>2111.01ALÄ5.10ÄCONSTR7CTION DETAILS.FYIPLOTTED $Y:CLO7GHMANDESIGN $Y:DRAWN $Y:CHECKED $Y:CONSTR7CTION DETAILSLÄ5.10
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONST7DIO A
LANDSCAPE ARCHITECT7RE
ENGINEERING DPC
MAILING:
PO $OX 22
SARATOGA SPRINGS NY 12
OFFICE LOCATION:
HIGH ROCK AVE S7ITE
SARATOGA SPRINGS NY 12
51 50Ä00
IT IS A VIOLATION OF NEW YORK STATE
ED7CATION LAW FOR ANY PERSON 7NLESS
THEY ARE ACTING 7NDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER
ARCHITECT LANDSCAPE ARCHITECT OR LAND
S7RVEYOR TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM $EARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOC7MENT AND INCL7DE THE
NOTATION ALTERED $Y FOLLOWED $Y THEIR
SIGNAT7RE THE DATE OF S7CH ALTERNATION
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
12/21/2022
2111SEEYLE ROAD NORTH RESIDENCEGERALDINE E$ERLEIN12 SEEYLE ROAD NORTH37EENS$7RY NYDRAWINGS
NOT FOR
CONSTRUCTION
DWG OF PREPARED FOR10/2/2022PERMITS & APPROVALS12/21/2022PERMITS & APPROVALSSTAKES PER $ALE
2 2Z2Z
ANCHOR $ALES WITH
$ALES TO $7TT
10 MIN.
POLYETHYLENE
SHEETING
$INDING WIRE
STRAW $ALE
TYPICAL
WOOD STAKE
TYPICAL
10 MIL
0
MIN DEPTH
AGGREGATE
MIN IM$EDMENT
TYPICAL
EXISTING GRADE
1
12 MAX
AGGREGATE
TR7CKSALL CONCRETE
WASHO7T HERE
SHALL
1
12$LACK LETTERS
ON WHITE
$ACKGRO7ND
GALVANIZED 7
Ä0 TO
$OTTOM OF SIGN
Ä0 MIN
SOIL
EM$EDMENT
FINISH GRADE
SIGN SHALL $E PLACED
IN A PROMINENT LOCATION
AT WASHO7T AREA
CHANNEL POST
TYPICAL SECTION
PLAN
WASHO7T SIGN
ALL ARO7ND
12 MIN
POLYETHYLENE
SHEETING10 MIL
SEASONAL HIGH
GRO7NDWATER
TA$LE
10 MIN.
1 CONCRETE WASHO7T AREA DETAIL
SCALE: N.T.S.
CAPACITY:
THE WASHO7T FACILITY SHALL $E SIZED TO CONTAIN SOLIDS WASH WATER AND RAINFALL SIZED TO
ALLOW FOR EVAPORATION OF WASH WATER AND RAINFALL. WASH WATER SHALL $E ESTIMATED AT
GALLONS PER CH7TE AND 50 GALLONS PER HOPPER OF CONCRETE P7MP TR7CK AND/OR DISCHARGING
DR7M. THE MINIM7M SIZE SHALL $E FEET $Y FEET AT THE $OTTOM AND 2 FEET DEEP. IF EXCAVATED
THE SIDE SLOPES SHALL $E 2 HORIZONTAL TO 1 VERTICAL.
LOCATION:
LOCATE THE FACILITY A MINIM7M OF 100 FEET FROM DRAINAGE SWALES STORM DRAIN INLETS WETLANDS
STREAMS AND OTHER S7RFACE WATERS. PREVENT S7RFACE WATER FROM ENTERING THE STR7CT7RE
EXCEPT FOR THE ACCESS ROAD. PROVIDE APPROPRIATE ACCESS WITH GRAVEL ACCESS ROAD SLOPED DOWN
TO THE STR7CT7RE. SIGNS SHALL $E PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS
DISCHARGED.
LINER:
ALL WASHO7T FACILITIES SHALL $E LINED TO PREVENT LEACHING OF LI37IDS IN THE GRO7ND. THE LINER
SHALL $E PLASTIC SHEETING WITH A MINIM7M THICKNESS OF 10 OKNU WITH NO HOLES OR TEAR AND
ANCHORED $EYOND THE TOP OF THE PIT WITH AN APP7RTENANCE EXCEPT AT THE ACCESS POINT
IF PREÄFA$RICATED WASHO7TS ARE 7SED THEY M7ST ENS7RE THE CAPT7RE AND CONTAINMENT OF THE
CONCRETE WASH AND $E SIZED $ASED ON THE EXPECTED FRE37ENCY OF CONCRETE PO7RS. THEY SHALL
$E SITED AS NOTED IN THE LOCATION CRITERIA.
MAINTENANCE:
·ALL CONCRETE WASHO7T FACILITIES SHALL $E INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL $E DEACTIVATED AND REPAIRED IMMEDIATELY.
EXCESS RAINWATER THAT HAS ACC7M7LATED OVER HARDENED CONCRETE SHALL $E P7MPED TO A STA$ILIZED AREA S7CH AS GRASS FILTER STRIP.
·ACC7M7LATED HARDENED MATERIAL SHALL $E REMOVED WHEN 5 OF STORAGE CAPACITY OF THE STR7CT7RE IS FILLED. ANY EXCESS WASH WATER
SHALL $E P7MPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE.
·DISPOSE OF THE HARDENED MATERIAL OFFÄSITE IN A CONSTR7CTION/DEMOLITION LANDFILL. ONÄSITE DISPOSAL MAY $E ALLOWED IF THIS HAS $EEN
APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. IN THAT CASE THE MATERIAL SHO7LD $E RECYCLED AS SPECIFIED OR $7RIED AND
COVERED WITH A MINIM7M OF 2 FEET OF CLEAN COMPACTED EARTH FILL THAT IS PERMANENTLY STA$ILIZED TO PREVENT EROSION.
·THE PLASTIC LINER SHALL $E REPLACED WITH EACH CLEANING OF THE WASHO7T FACILITY.
·INSPECT THE PROJECT SITE FRE37ENTLY TO ENS7RE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN NONÄDESIGNATED AREAS.
DEWATERING NOTES
1. WORK AREA SHALL $E DEWATERED 7TILIZING DISCHARGE ELECTRIC S7$MERSI$LE
P7MP CAPA$LE OF P7MPING A MIN. OF 100 GPM " 5 OF TOTAL HEAD.
2. P7MP SHALL $E INSTALLED IN AN APPROPRIATELY SIZED S7MP AND SHALL DISCHARGE
TO A SEDIMENT FILTRATION $AG.
. CONTRACTOR SHALL MAINTAIN ON SITE A MINIM7M OF ONE E37IVALENT SPARE P7MP
TO SERVE AS A STANDÄ$Y P7MP.1Ä05 SAND$AG COFFERDAM DETAIL
SCALE: N.T.S.
2Ä0 SAND$AG
POLYETHYLENE SHEETING
MIN. THICKNESS MIL
W
TOP OF SAND$AG
WORK
AREA
2 HARDWOOD
FENCE POSTS
MIN. LONG
DRIVEN 1 INTO
GRO7ND
10 MAX. ℄ TO ℄
SECTION VIEW1 MIN. A$OVE GRADE MIN.$ELOW GRADE2 OVERALL FA$RIC HEIGHTFLOW
FLOW
WOVEN WIRE
FENCE
MIN. 1
GA7GE W MAX
MESH SPACING
MIN. FENCE POST
WOVEN WIRE FENCE
MIN. 1 12 GA7GE W/
MAX. MESH SPACING
WITH FILTER CLOTH
FLOW 20 MIN.1 MIN.7NDIST7R$ED
GRO7NDEM$ED FILTER
CLOTH A MIN. OF
IN GRO7ND
COMPACTED SOIL
NOTES:
1.WOVEN WIRE FENCE TO $E FASTENED SEC7RELY TO FENCE POSTS WITH WIRE TIES OR
STAPLES. POSTS SHALL $E STEEL EITHER T OR 7 TYPE HARDWOOD.
2.FILTER CLOTH TO $E FASTENED SEC7RELY TO WOVEN WIRE FENCE WITH TIES SPACED
EVERY AT TOP AND MID SECTION. FENCE SHALL $E WOVEN WIRE MAX MESH
OPENING.
.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL $E
OVERLAPPED $Y SIX INCHES AND FOLDED. FILTER CLOTH SHALL $E EITHER FIXTER X
MARAFI 100X STA$ILINKA T10N OR APPROVE E37IVALENT IF 7SING THE WOVEN WIRE
FENCE. IF THE WOVEN WIRE FENCE IS NOT 7SED FILTER FA$RIC M7ST $E NYSDOT
APPROVED MATERIAL LIST FOR SILT FENCE 7NS7PPORTED 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 S7PER
200 / 1500 NA NA
2Ä10125 / 1000 250 / 2000 00 / 2500
10Ä20100 / 50 150 / 1000 200 / 1000
20Ä0 / 500 0 / 50 100 / 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 $E STA$ILIZED WITH $7RLAP MATTING OR SEEDED
WITHIN DAYS OF COMPLETION TO MINIMIZE EROSION.
.INSPECTION OF SILT FENCES SHALL $E AT LEAST ONCE PER WEEK OR AFTER S7$STANTIAL RAINFALL. REPAIR OR
REPLACE DEFICIENCIES IMMEDIATELY.
.SILT FENCES SHALL $E MAINTAINED IN PLACE 7NTIL TOPSOIL STOCKPILE HAS $EEN ELIMINATED AND SHALL $E
REMOVED ONLY WHEN DIRECTED $Y TOWN OR ENGINEER.
TOPSOIL STOCKPILE DETAIL
SCALE: N.T.S.
SILT FENCE TO EXTEND ARO7ND
ENTIRE PERIMETER OF
STOCKPILE OR TO EXTEND
ARO7ND DOWNSTREAM PORTION
IF STOCKPILE IS ON SLOPE
12
FLOATATION
5/1 COATED
CA$LE D7AL
TENSION CA$LE
$ELOW
FLOATATION
FRONT & $ACK
END GROMMETS
LACED TOGETHER
WITH 120 L$.
TEST WIRE TIES
/ H.G.
$ALLAST
CHAIN
REEFING LINES TYP.
A$O7T APART ANCHOR POINTS
TYP. 50 O.C.
/ H.G.
$ALLAST
CHAIN
CHAIN TENSIONED
THRO7GH S.S. STRESS
PLATES VIA HOOK AND
RING CONNECTION
C7RTAIN MEM$RANE
22 OZ. PVC
REEFING LINES PASS
THRO7GH GROMMETS
AND CHAIN
T7R$IDITY C7RTAIL DETAIL
SCALE: N.T.S.
S7RFACE FINSIH SCHED7LE
SCALE: N.T.S.
TYPE TYPICAL SECTIONS
A
$
PERMEA$LE
PAVERS
DRIVEWAY
AND $ACK
PATIO
C
PAVER
COLOR MAKE T.$.D.
1 SAND SETTING $ED FOR PEDESTRIAN
S7RFACES OR 2 SAND SETTING $ED FOR
VEHIC7LAR S7RFACES
COMPACTED S7$GRADE
WOVEN GEOTEXTILE STA$ILIZATION FA$RIC
MIRAFI 00X OR APPROVED E37AL
MIN. COMPACTED AGGREGATE Ä NYS
DOT ITEM 0.12 TYPE 2 S7$$ASE
PLACE
AND COMPACT IN 2Ä LIFTS
2 $EDDING CO7RSE Ä MASON SAND
IRREG7LAR GRANITE FLAGSTONE
COLOR MAKE
T.$.D.
JOINT TO HAVE GRASS AND OR WOOLY
THYME
JOINTS TO HAVE IRREG7LAR
SHAPE
S7$GRADE
EDGE MATERIAL SEE LAYO7T
IRREG7LAR
GRANITE
PAVERS
STEPPING
STONE WALKS
IRREG7LAR
GRANITE
PAVERS
ONÄGRADE
PATIOS
2 $EDDING CO7RSE 1/2 Ä / WASHED
FRACT7RED OPEN GRADED STONE
AGGREGATE
IRREG7LAR GRANITE FLAGSTONE
COLOR
MAKE T.$.D.
JOINT FILLING MATERIAL POLYMERIC SAND
S7$$ASE CO7RSE 1Ä1/2 Ä CLEAN
FRACT7RED OPEN GRADED STONE 2 AGGREGATE
WOVEN GEOTEXTILE FA$RIC
S7$GRADE
EDGE MATERIAL SEE LAYO7T
$ASE CO7RSE / WASHED FRACT7RED
OPEN GRADED STONE 5 AGGREGATE
ADJACENT
STR7CT7RE
FINISHED
SLA$
MIRAFI 10N OR APPROVED
E37AL FILTER FA$RIC
FLASHED
7P AT ALL EDGES
RO7NDED RIVER STONE CONFORMING
TO NYS DOT 200 STANDARD
SPECIFICATIONS TA$LE 0Ä STONE
GRADATION RE37IREMENTS Ä TOP OF
STONE SET $ELOW FINISHED SLA$
ELEV.
COMPACTED
S7$GRADE
PROLINE PERMALOC OR
APPROVED E37AL MILL FINISH
NAT7RAL AL7MIN7M EDGING
DEEP W/1 STAKES AT 2Ä0 O.C.
SLOPE " MIN.
2
LENGTH/WIDTH
AS PER SHEET LÄ1.10 T7RF
1MIN12RIVER ROCK DRIP STRIP
SCALE: N.T.S.
CIRC7LAR FIRE PIT
SCALE: N.T.S.1ÄÄ0 DIAMETER
THICK GRANITE
STACKED TO 1Ä
HT. WITH A
HT. STONE CAP
SARATOGA GRANITE $Y CHAMPLAIN
STONE LTD. WITH MORTAR CORE
STEEL FIRE PIT RING 2Ä DIAMETER
1 OVERHANG
ISOMETRIC VIEW
FINISHED GRADE
CROSS SECTION
CR7SHED STONE 1Ä01 OVERHANG
1Ä
PERF.
PVC
7NDERDRAIN
SLOPE TO
DAYLIGHT
1Ä2
SAND$LASTED SARATOGA
GRANITE CAPSTONE
DRYÄLAID STONE RETAINING WALL NOTES:
1.DRYÄLAID STONE RETAINING WALL SHALL $E CONSTR7CTED $Y MASONS
EXPERIENCED IN THE CONSTR7CTION OF SIMILAR TYPES OF WALL SYSTEMS.
2.RETAINING WALL CONSTR7CTION SHALL $E S7$JECT TO F7LLÄTIME INSPECTION
$Y THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE.
.STONE 7NITS FOR WALL CONSTR7CTION SHALL $E SO7ND ANG7LAR STONE
7NITS WITH A MINIM7M DIMENSION IN ANY DIRECTION OF 1 AND A MINIM7M
WEIGHT OF 200 L$S. PER 7NIT. RO7NDED STONES CO$$LES AND STONES NOT
MEETING THE SPECIFIED MINIM7M WEIGHT AND DIMENSION SHALL $E REJECTED.
.STONE 7NITS SHALL $E SET IN PLACE AND ADJ7STED TO PROVIDE MAXIM7M
CONTACT $ETWEEN ADJACENT 7NITS. ALL JOINTS $ETWEEN ADJACENT STONE
7NITS SHALL $E STAGGERED IN ALL DIRECTIONS.
5.ALL JOINTS $ETWEEN ADJACENT STONE 7NITS GREATER THAN 1 IN WIDTH
SHALL $E CHINKED WITH SMALL STONES IN A MANNER ACCEPTA$LE TO THE
ENGINEER TO PROVIDE MAXIM7M POSSI$LE $EARING CONTACT AREAS FOR ALL
STONE 7NITS.
.$ACKFILL $EHIND THE RETAINING WALL SHALL $E PLACED IN MAXIM7M
LOOSE LIFTS AND COMPACTED TO THE INDICATED DENSITY 7SING MECHANICAL
METHODS.
.THE CONTRACTORS SHALL RETAIN A TESTING LA$ORATORY ACCEPTA$LE TO
THE ENGINEER TO VERIFY THAT ADE37ATE $ACKFILL COMPACTION HAS $EEN
ATTAINED.
MINIM7M DIMENSIONS
HEIGHT H
FT.
DIM. A
FT.
DIM. $
FT.
0.0 Ä .0 1
.0 1.5 .5
5.0 1.5 5.0ASEE SCHED7LE$
SEE SCHED7LE
2Ä0 MIN
HSEE SCHED7LE1
1
7NDIST7R$ED
SOIL
$ACKFILL W/ ON SITE
MATERIAL COMPACTED
TO MIN 0 STD.
PROCTOR DENSITY
CR7SHED STONE
DRIP EDGE ON
GEOTEXTILE
FILTER FA$RIC
WHERE SHOWN
STONE SEE NOTES
TYP.
T/WALL EL.
SEE PLAN.
FINISH GRADE
PVC. PERF. WALL
DRAINPIPE TO DAYLIGHT
CHINK ALL JOINTS FOR
F7LL $EARING CONTACT
$ETWEEN STONES
$ACKFILL WITH NYSDOT
SECTION 0 TYPE MATERIAL
COMPACTED TO MIN. 5 MOD.
PROCTOR DENSITY
CR7SHED STONE. MIN. 1Ä0
THICK. WRAP WITH GEOTEXTILE
FILTER FA$RIC. TERMINATE
FA$RIC AT DRIVEWAY S7$$ASE
OR $ELOW FINISH GRADE
SLOPE EXCAVATION
AS RE37IRED $Y
OSHA REG7LATIONS
DRY LAID STONE RETAINING WALL
SCALE: N.T.S.
10 TYPICAL ELEVATION VIEW OF $O7LDER REVETMENT
SCALE: NTS
ROCK REVETMENT SLOPE STA$ILIZATION
POCKETS FILLED WITH SOIL AND
PLANTED WITH FAST GROWING
VINES AND PERENNIALS
12H X W X L $O7LDERS
FINISH GRADE
SAVE DATE: 10/25/2022 1:1 PMFILE NAME: Z:>PTQLGEVU>2021 PTQLGEVU>2111 Ä SGG[NG RQCF FGCUKDKNKV[>DWG>0 SHEETS>2111.01ALÄ5.10ÄCONSTR7CTION DETAILS.FYIPLOTTED $Y:CLO7GHMANDESIGN $Y:DRAWN $Y:CHECKED $Y:CONSTR7CTION DETAILSLÄ5.20
DRAWING NO.
PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONST7DIO A
LANDSCAPE ARCHITECT7RE
ENGINEERING DPC
MAILING:
PO $OX 22
SARATOGA SPRINGS NY 12
OFFICE LOCATION:
HIGH ROCK AVE S7ITE
SARATOGA SPRINGS NY 12
51 50Ä00
IT IS A VIOLATION OF NEW YORK STATE
ED7CATION LAW FOR ANY PERSON 7NLESS
THEY ARE ACTING 7NDER THE DIRECTION OF A
LICENSED PROFESSIONAL ENGINEER
ARCHITECT LANDSCAPE ARCHITECT OR LAND
S7RVEYOR TO ALTER ANY ITEM IN ANY WAY.
IF AN ITEM $EARING THE STAMP OF A
LICENSED PROFESSIONAL IS ALTERED THE
ALTERING LICENSED PROFESSIONAL SHALL
STAMP THE DOC7MENT AND INCL7DE THE
NOTATION ALTERED $Y FOLLOWED $Y THEIR
SIGNAT7RE THE DATE OF S7CH ALTERNATION
AND SPECIFIC DESCRIPTION OF THE
ALTERATION.
12/21/2022
2111SEEYLE ROAD NORTH RESIDENCEGERALDINE E$ERLEIN12 SEEYLE ROAD NORTH37EENS$7RY NYDRAWINGS
NOT FOR
CONSTRUCTION
DWG OF PREPARED FOR10/2/2022PERMITS & APPROVALS12/21/2022PERMITS & APPROVALSMO7NDED WASTEWATER TREATMENT DETAIL
SCALE: N.T.S.
5Ä0 TYP.
10Ä0
2Ä
TYP.1Ä1Ä0MIN. 1Ä0SEPARATION TOPLOWEDTOPSOILLAYER.52$/$ED EL. 2.0
FIN. GRADE EL. 2.
1.5 SDR 21 PVC DISTRI$7TION
LATERAL W/
12 1 DRILLED
PERFORATIONS " Ä0 O.C.
INSTALL ORIFICE SHIELD " EA.
PERFORATION. PERFORATIONS
SHALL $E FACING DOWN TYP.
TO 1 12 CR7SHED STONE.
STONE SHALL $E WASHED PRIOR
TO PLACEMENT
MIN. TOPSOIL AND SEED
GEOTEXTILE FILTER FA$RIC
$ACKFILL WITH CLEAN SANDY
LOAM FILL MATERIAL FREE
OF ORGANIC MATTER AND
STONES LARGER THAN 2 IN
ANY DIMENSION.
ALTERNATIVELY MO7ND FILL
MATERIAL CAN $E 7SED.
MO7ND SYSTEM
SAND SEE NOTE 1
ON SHEET LÄ.10.
C DIST. LAT.L C DIST. LAT.L
PROFILE VIEW
PLAN VIEW
FROM P7MP
STATION 5Ä010Ä010Ä02Ä022Ä02Ä02Ä0
55Ä0
2Ä TYP.2Ä TYP.RESTRICTIVE LAYER
1.5 DISTRI$7TION LATERAL
PLOWED TOPSOIL LAYER
A$SORPTION AREA
SAND FILL
SEE WASTEWATER TREATMENT
SYSTEM NOTE 1 & 1 DWG LÄ.10
PERMEA$LE GEOTEXTILE FA$RIC
1 1/2 SDR 21 PVC
SEWER FORCE MAIN
A$SORPTION AREA
EDGE OF SAND FILL
SEE WASTEWATER
TREATMENT SYSTEM
NOTE 1 & 1 DWG LÄ.10
1.5 X 2Ä0 HIGH STANDPIPE TYP. 7PON
COMPLETION OF INSPECTION $Y ENGINEER C7T
STANDPIPE TO A MIN OF $ELOW FIN. GRADE
AND INSTALL PRESS7RE RATED CAP TO $E 7SED AS A
F7T7RE CLEANO7T IF RE37IRED
TOP SOIL
2 1 1/2 X 50L SDR 21 PVC
DISTRI$7TION LATERAL W/
12 1/
ORIFICES DRILLED " O.C.1Ä1Ä02 MIN.1
PERMEA$LE SOIL
EL. 2.
LÄ5.20
5
CÄ.10
5Ä01 1/2 X 5L MANIFOLD
1Ä01Ä01ÄCONTROL WIRING TO P7MP ALARM &
COND7ITS FOR POWER S7PPLY AND
1Ä0
MIN.
P7MP OFF
1Ä0DIM. AMIN.P7MP ON
ALARM ON
EL. AS RE3D.
PIPE FROM SEPTIC TANK. SOLID PVC
FLOAT WIRE $RACKET.
CONTROLLER PANEL IN ADJOINING $LDG.
NEMA J7NCTION $OX MO7NTED ON
PPT POST OR ON $7ILDING WALL
2Ä0 A$OVE GRADE.MIN.
SEE TA$LE SLOPE " 1//FT.DIM. $
SEE TA$LE P7MP STATION VOL7MES
DIMENSION A
VOL7ME
DIMENSION $
VOL7ME
STORAGE VOL7ME 1 DAY DESIGN FLOW.
2 CR7SHED STONE
PLACED ON AND WRAPPED
WITH GEOTEXTILE FA$RIC.
MAX. STORAGE
VOL7ME EL.
P7MPING STATION IS SHOWN AS DIAGRAMMATIC ONLY.
NOTES:
1.
2.THE 7SE OF A Ä0 PRECAST CONCRETE WELL CASING AS MAN7FACT7RED $Y THE FORT
MILLER COMPANY FOR THE P7MP STATION STR7CT7RE IS ASS7MED. THE INTERIOR HEIGHT
SHALL $E A MINIM7M OF Ä1. NOTIFY THE ENGINEER IMMEDIATELY IF ACT7AL DIMENSIONS
FOR THE STR7CT7RES DIFFER FROM THESE VAL7ES.
7NDIST7R$ED SOIL.
EFFL7ENT P7MP.
1 1/2 DISCHARGE PIPE.
CHECK VALVE.
DRILL 1/ $LEED HOLE A$OVE
CHECK VALVE.
GRO7T FOR WATERTIGHT
SEAL
TYP.
SCH. 0 PVC TO HDPE PIPE
ADAPTER.
1 1/2 HDPE PIPE FORCE MAIN
TO DÄ$OX
1 1/2 GLO$E VALVE.
DISCONNECT.
1000 GAL. PRECAST CONC.
SEPTIC TANK
PRECAST CONC. GRADE
RINGS. AS RE3D.
2 MANHOLE COVER AND FRAME. NEENAH MODEL
RÄ1ÄA " OPENING A$OVE P7MP ONLY.
MAN7FACT7RERS STANDARD CONC. COVER "
SECOND OPENING.
2 SCH 0 PVC VENT PIPE.
EXTEND PIPE TO $7ILDING 2Ä0
A$OVE ROOF LINE PROVIDE
RAIN CAP.
1.1 IN.
1.1 GAL.
5.2 IN.
0 GAL. MIN. THICK X 1ÄW
ANTIÄFLOTATION COLLAR
1Ä
MIN.
C OPENINGL C OPENINGL
INLET INVERT
EL. MIN. 2
A$OVE O7TLET
INVERT.D 0 MIN.FLOWFLOW
L
0. LD/2 MIN.1ÄMIN.1ÄMIN.WALL FOR D7AL
CHAM$ER TANK.
SEE NOTE
$ELOW
7NDIST7R$ED
SOIL
INVERT OF SLOT OR
HOLES CONNECTING
CHAM$ERS OF D7AL
CHAM$ER TANK
LI37ID
LEVEL
MIN.1 OPENING EA.
END OF TANK.
TYP.
SANITARY TEE
2 CR7SHED STONE
PLACED ON AND
WRAPPED WITH
GEOTEXTILE FA$RIC
NOTES:
1.PROVIDE FLEXI$LE PIPE $OOTS AT ALL PENETRATIONS
INTO ALL TANKS.
2.FOR D7AL CHAM$ER TANK WALL SHALL HAVE A V. Z 1
WIDE SLOT OR
HOLES INVERT LOCATED AS
SHOWN. D7AL CHAM$ER TANKS SHALL $E PROVIDED FOR
ALL SEPTIC TANKS WITH AN INTERIOR LENGTH GREATER
THAN OR E37AL TO 10 FT.
12 MIN
TYP. MIN
TYP MIN.1ÄMAX1 MIN.AIR GAP2 MANHOLE COVER AND
FRAME. NEENAH MODEL RÄ1ÄA
MAN7FACT7RERS STANDARD
CONC. COVER " SECOND OPENING.
PRECAST CONC. GRADE
RINGS AS RE3D
1Ä MIN.
TYP.
THICK X 1ÄW
ANTIÄFLOTATION
COLLAR TYP.
A$SORPTION $ED DETAIL
SCALE: N.T.S.SEPTIC TANK DETAIL
SCALE: N.T.S.P7MP STATION DETAIL
SCALE: N.T.S.
WOVEN GEOTEXTILE
STA$ILIZATION FA$RIC
MIRIFI 00X OR APPROVED
E37AL
2 CR7SHER R7N GRAVEL
DEPTH
FINISHED
PATH GRADE
COMPACTED S7$GRADE
NOTES:
1.DRYÄLAID STONE SLA$ STEPS SHALL $E CONSTR7CTED $Y MASONS EXPERIENCED IN CONSTR7CTION OF SIMILAR TYPES OF WALL SYSTEMS.
2.STEPS CONSTR7CTION SHALL $E S7$JECT TO F7LLÄTIME INSPECTION $Y THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE.
.STONE SLA$S SHALL $E DETERMINED $Y THE OWNER.1Ä0
5W NAT7RAL STONE SLA$
STEPS
FINISHED GRADE
1 STONE STEPS DETAIL
SCALE: N.T.S.
2 RAIN GARDEN DETAIL
SCALE: N.T.S.
12 SOIL MEDIA
WASHED STONE
MAX. PONDED
WATER DEPTH
M7LCHED WITH LEAF
COMPOST OR
SHREDDED WOOD NO
WOOD CHIPS
:1 SIDE SLOPES
TYP.
NOTES:
1.THE COMPOSITION OF THE SOIL MEDIA SHALL CONSIST OF 50Ä0 SAND
LESS THAN 5 CLAY CONTENT 50Ä0 TOPSOIL WITH AN AVERAGE OF 5 ORGANIC MATERIAL
COMPOST OR PEAT FREE OF STONES ROOTS AND WOODY DE$RIS AND ANIMAL WASTE. THE DEPTH OF THE AMENDED SOIL SHALL $E INCHES $ELOW THE $OTTOM OF THE
DEEPEST ROOT $ALL.
2.THE STONE LAYER SHALL $E CLEAN WASHED GRAVEL
1.5 INCH Ä 2.0 INCH DIAMETER .
.PLANTING $ED SHALL $E A MIX OF 7PLAND AND WETLAND NATIVE SHR7$S GRASSES AND HER$ACEO7S PLANT MATERIAL ARRANGED IN A NAT7RAL CONFIG7RATION STARTING
FROM THE MORE 7PLAND SPECIES AT THE O7TERMOST ZONE OF THE SYSTEM TO MORE WETLAND SPECIES AT THE INNERMOST ZONE. PLANTS SHALL $E CONTAINER GROWN
WITH A WELL ESTA$LISHED ROOT SYSTEM PLANTED ON ONEÄFOOT CENTERS. THE RAIN GARDEN SHALL NOT $E SEEDED AS THIS TAKES TOO LONG TO ESTA$LISH THE
DESIRED ROOT SYSTEM. SHREDDED HARDWOOD M7LCH SHALL $E APPLIED 7P TO 2 INCHES TO HELP KEEP SOIL IN PLACE.
7NDIST7R$ED S7$GRADE
GEOTEXTILE FILTER
FA$IC
CORR. HDPE O7TLET PIPE.
DAYLIGHT WHERE SHOWN.
12 DOMED RISER WITH DOMED
GRATE
SEE NOTE 1
PAVED AREAS7NPAVED AREAS
1
1
$7RIED TRACER WIRE/WARNING TAPE
COMPACTED $ACKFILL
CLEAN SAND OR GRAVEL MATERIAL
SHALL $E CLEANED OF ROCK
GREATER THAN 1 IN DIAMETER.
$EDDING SAND
PIPE CENTERED IN TRENCH SEE
PLANS FOR SIZE CENTERED IN TRENCH
SEE PLANS FOR SIZE AND TYPE
TOPSOIL & SEED
PAVEMENT
S7$$ASE
1 MIN. HAND TAMPED
$EDDING HAND TAMPED
7NDIST7R$ED SOIL1Ä0Ä0 MIN.1ÄD
D
2Ä0 MAX. D
1Ä0 MIN.
5 PIPE TRENCH DETAIL
SCALE: N.T.S.
CONCRETE PAD DETAIL
SCALE: N.T.S.
X W2. X W2. WOVEN WIRE MESH
COMPACTED S7$GRADE TO 0 PROCTOR
NYS DOT ITEM 0Ä2.0 TYPE 2 GRAVEL
S7$$ASE COMPACTED TO 5
STANDARD PROCTOR12000PSI CONCRETE
MIRAFI 10N NONÄWOVEN STA$ILIZATION
FA$RIC