HomeMy WebLinkAbout20250203 Park Place & Cottage St Site Plan Revised Site Drawings 0722025LATERRA CONDOMINIUMS
COTTAGE STREET PARK PLACE
SARATOGA SPRINGS NY
COVER SHEET
TAX MAP ID: ÄÄ
LOT SIZE: ACRES
ZONE: UR
MULTIÄFAMILY
PROJECT LOCATION
PROJECT LOCATION MAP CITY OF SARATOGA PLAN NOTESPREPARED FOR
ZONING STATISTICS
PROJECT TEAM
VINCENT KATHERINE LATERRA
COTTAGE STREET PARK PLACE
SARATOGA SPRINGS NY
LANDSCAPE ARCHITECT/CIVIL ENGINEER:
STUDIO A ^ LANDSCAPE ARCHITECTURE
ENGINEERING DPC
9ARREN STREET SUITE
SARATOGA SPRINGS NY
CONTACT: KIRSTEN CATELLIER RLA / MATTHE9 E HUNTINGTON PE
PHONE:
CÄ
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 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 9AY IF AN ITEM $EARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
ALTERED $Y FOLLO9ED $Y THEIR SIGNATURE THE DATE OF SUCH
ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION
//
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF
PREPARED FOR
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
VINCENT KATHERINE LATERRA
COTTAGE ST PARK PLACE
SARATOGA SPRINGS NY
LATERRA
CONDOMINIUMS
//PERMITS APPROVALS
//PERMITS APPROVALS
//PERMITS APPROVALS
SHEET INDEX
CÄCOVER SHEET
CÄEXISTING CONDITIONS
CÄDEMOLITION EROSION
SEDIMENT CONTROL PLAN
CÄLAYOUT MATERIALS PLAN
CÄGRADING DRAINAGE
UTILITIES PLAN
CÄLIGHTING PLAN
CÄPLANTING PLAN
CÄCONSTRUCTION DETAILS
CÄCONSTRUCTION DETAILS
CÄCONSTRUCTION DETAILS
ARCHITECT:
FROST HURFF ARCHITECTS
LONG ALLEY
SARATOGA SPRINGS NY
CONTACT: MATT HURFF
PHONE:
SURVEYOR:
THOMPSON FLEMING SURVEYORS PC
LAKE AVENUE
SARATOGA SPRINGS NY
CONTACT: $ILL THOMPSON
PHONE:
PROJECT VICINITY MAP
ALL 9ORK MUST CONFORM TO ALL FEDERAL STATE AND CITY CODES
SPECIFICATIONS ORDINANCES RULES AND REGULATIONS
THE ELEVATION $ASE FOR CONTOURS AND $ENCHMARKS ARE TO $E $ASED ON
THE NATIONAL GEODETIC VERTICAL DATUM
APPLICANT MUST SU$MIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE
9ORK TO THE CITY ENGINEER FOR REVIE9 AND APPROVAL LETTER OF CREDIT
FUNDS MUST $E POSTED 9ITH THE CITY PRIOR TO PLANNING $OARD CHAIR
SIGNATURE ON FINAL PLANS
THE CONTRACTOR MUST SET UP A PREÄCONSTRUCTION MEETING 9ITH THE CITY
ENGINEER PRIOR TO ANY CONSTRUCTION CONSTRUCTION INSPECTIONS $Y A
DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE RE3UIRED THE COST OF
CONSTRUCTION INSPECTIONS IS THE RESPONSI$ILITY OF THE
APPLICANT/DEVELOPER
ALL PROPOSED EASEMENTS OR RIGHTÄ OFÄ 9AY DEDICATIONS MUST $E
VERIFIED AND APPROVED $Y THE CITY ENGINEER PRIOR TO CONSTRUCTION
THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN
ACCOMMODATES THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE
DEPARTMENT DESIGNATES
THE CONTRACTOR MUST O$TAIN A STREET OPENING PERMIT FROM THE
DEPARTMENT OF PU$LIC 9ORKS FOR ANY 9ORK 9ITHIN THE STREET OR RIGHT
OF 9AY OF ANY CITY STREET ROAD OR ALLEY
CONTACT THE $UILDING INSPECTOR FOR A $LASTING PERMIT IF $LASTING IS
RE3UIRED
ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL $E MAINTAINED TO
PREVENT TRACKING OR FLO9ING OF SEDIMENT OR DE$RIS ONTO THE PU$LIC
RIGHT OF 9AY ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO
APPLY
ALL REFUSE DE$RIS AND MISCELLANEOUS ITEMS TO $E REMOVED SHALL $E
LEGALLY DISPOSED OF OFF SITE $Y THE CONTRACTOR PRIOR TO SU$MISSION OF
THE ASÄ$UILT DRA9INGS
NO CERTIFICATE OF OCCUPANCY 9ILL $E ISSUED UNTIL ALL SITE 9ORK HAS
$EEN COMPLETED IN ACCORDANCE 9ITH THE APPROVED PLANS ALL DISTUR$ED
SOILS OR $ARE GROUND HAVE $EEN FULLY STA$ILIZED AND AN ASÄ$UILT
DRA9ING HAS $EEN PREPARED IN ACCORDANCE 9ITH THE RE3UIREMENTS OF
THE CITY ENGINEER
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED $Y THE PLANNING
$OARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
P$ XXXX
PROJECT LOCATION
UNION
A
V
E
PA
R
K
P
L
A
C
E
CO
T
T
A
G
E
S
T
R
E
E
T
LINCOLN AVE
SCALE:
SCALE:
RE3D PROPOSED
LOT LOT
MIN LOT AREA
SF/DU SF/DU
SF/DU
MIN LOT 9IDTH FT FT FT
MAX $LDG COVERAGE
MAX IMP COVERAGE
MAX $LDG HT FT Ä/Ä
MAX FIRST FLOOR HT FTÄ
FRONT YARD SET$ACK FT FT FT
REAR YARD SET$ACK FT FT FT
INTERIOR SIDE SET$ACK FT FT
TOTAL INTERIOR SIDE
SET$ACK FT FT FT
CORNER SIDE SET$ACK FT FTÄ
PARKING SPACES SPACES SPACES Ä
$ICYCLE SPACES SPACES
DOU$LEÄ$IKE
RACK PER UNIT
SPACES TOTAL
Ä
Co
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Park Place
33
.
6
3
'
EXISTING FIRE HYDRANT
47.29'
EXISTING FIRE HYDRANT
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
7/8/2025
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 11
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE. THE
CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE
COMMENCING ANY WORK AND SHALL PRESERVE EXISTING
UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRAWING
TITLED "S22-180 LaTerra xm" BY THOMPSON FLEMING LAND
SURVEYORS P.C. ON 8 DECEMBER 2022.
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
25001
VINCENT & KATHERINE LATERRA
COTTAGE ST & PARK PLACE
SARATOGA SPRINGS, NY 12866
LATERRA
CONDOMINIUMS
3/17/25 PERMITS & APPROVALS
6/26/25 PERMITS & APPROVALS
7/9/25 PERMITS & APPROVALS
EXISTING CONDITIONS
C-0.102
on 24" x 36" sheet
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
Co
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Park Place
STABILIZED CONSTRUCTION ENTRANCE
TOPSOIL STOCKPILE SURRONDED BY SILT FENCE
CONCRETE WASHOUT (TYP.)
X
X
X
X
X
X
EXISTING ASPHALT PAVEMENT AND
CONCRETE WALK TO BE REMOVED
EXISTING TREE TO BE REMOVED (TYP.)
LIMIT OF DISTURBANCE
(17,886 SF +/-)
X X X X
X
X
X
EXISTING CONCRETE CURB
TO BE REMOVED
EXISTING CONCRETE CURB
TO BE REMOVED
EXISTING WARNING STRIP
TO BE REMOVED
X
X
X
X
X
XXXXXX
X
ASPHALT PAVEMENT TO BE REMOVED FOR INSTALLATION
OF WATER SERVICE CONNECTION. SAW CUT ALL EDGES
ASPHALT PAVEMENT TO BE REMOVED FOR INSTALLATION
OF STORM SEWER CONNECTION. SAW CUT ALL EDGES
ASPHALT PAVEMENT TO BE REMOVED FOR INSTALLATION OF
WATER SERVICE CONNECTION. SAW CUT ALL EDGES
COMPOST FILTER SOCK AT
HARDSCAPE SURFACES (TYP.)
SILT FENCE (TYP.)
X X
XXXXXX X
X
X
X
X
EXISTING FENCE TO BE REMOVED (TYP.)
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
SILT FENCE
EXISTING FEATURE TO BE
DEMOLISHED OR REMOVED
860
LIMITS OF DISTURBANCE
EXISTING PAVEMENT TO BE
DEMOLISHED/ REMOVED
STABILIZED CONSTRUCTION
ENTRANCE
TREE TO BE PROTECTED
X
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
7/8/2025
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 11
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE. THE
CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE
COMMENCING ANY WORK AND SHALL PRESERVE EXISTING
UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRAWING
TITLED "S22-180 LaTerra xm" BY THOMPSON FLEMING LAND
SURVEYORS P.C. ON 8 DECEMBER 2022.
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
25001
VINCENT & KATHERINE LATERRA
COTTAGE ST & PARK PLACE
SARATOGA SPRINGS, NY 12866
LATERRA
CONDOMINIUMS
3/17/25 PERMITS & APPROVALS
6/26/25 PERMITS & APPROVALS
7/9/25 PERMITS & APPROVALS
DEMOLITION, EROSION &
SEDIMENT CONTROL PLAN
C-0.203
on 24" x 36" sheet
GRAPHIC SCALE
5 10 20010
1 inch = 10 feet
SITE PREPARATION & DEMOLITION NOTES:
1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND SUBSURFACE
CONDITIONS PRIOR TO THE START OF WORK. COORDINATE ALL UTILITY REQUIREMENTS
AND WORK WITH THE APPROPRIATE UTILITY PROVIDER. NOTIFY OWNER'S
REPRESENTATIVE OF ANY AND ALL DISCREPANCIES.
2.ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED. MATERIALS THAT
ARE NOT TO BE STOCKPILED FOR LATER USE ON THE PROJECT OR DELIVERED TO THE
OWNER, SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR IN A TIMELY
FASHION SO AS NOT TO DISRUPT PROGRESS AND TO ENSURE SAFE SITE CONDITIONS.
3.CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY ITEMS KNOWN TO CONTAIN
HAZARDOUS MATERIALS OR SUBSTANCES. CONTRACTOR SHALL NOTIFY ENGINEER
IMMEDIATELY OF HAZARDOUS MATERIALS OR SUBSTANCES DISCOVERED DURING THE
COMPLETION OF SPECIFIED WORK.
4.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN
THE LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS.
TOPSOIL SHALL NOT BE REMOVED FROM THE SITE UNLESS APPROVED BY THE OWNER'S
REPRESENTATIVE.
5.THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONDITIONS AND
WHICH ARE OUTSIDE THE LIMIT OF WORK.
6.CONTRACTOR SHALL IMPLEMENT AND BE RESPONSIBLE FOR ALL NECESSARY
MEASURES AND PROCEDURES TO MAINTAIN AND PROTECT EXISTING UTILITIES TO
REMAIN, PEDESTRIANS, LOCAL TRAFFIC AND ROADWAYS, ADJACENT PROPERTIES, AND
ETC. FOR DURATION OF PROJECT AND UNTIL PROJECT COMPLETION. CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL DAMAGES AND/OR RESTORATION REQUIRED AS A
RESULT OF DEFICIENT PROTECTION MEASURES.
7.THE CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF
UTILITIES (WHERE APPLICABLE) WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL
ASSOCIATED COSTS.
8.ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO
PREVENT MUD ONTO PUBLIC WAYS. ANY MUD ON PUBLIC WAYS ORIGINATING FROM THE
JOB SITE SHALL BE CLEANED DAILY BY THE CONTRACTOR ONLY.
9.CONTRACTOR SHALL BE REQUIRED TO SECURE ALL PERMITS THAT MAY BE REQUIRED
FROM ALL JURISDICTIONS AFFECTED BY THIS WORK.
10.CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES NOT TO BE REMOVED.
EROSION & SEDIMENT CONTROL NOTES:
1.ALL EXPOSED SOIL DISTURBANCE SHALL BE IN ACCORDANCE WITH THE NYS DEC
REQUIREMENTS. ANY EXPOSED SOIL SHALL BE PROPERLY STABILIZED WITH EITHER
PERMANENT SEED AND MULCH IF SOIL DISTURBANCE IS COMPLETED OR TEMPORARILY
SEEDED AND MULCHED IF IT WILL BE MORE THAN 10 DAYS BEFORE ADDITIONAL SOIL
DISTURBANCE WILL OCCUR. EXPOSED SOIL SHALL RECEIVE TEMPORARY OR PERMANENT
SEED AND MULCH WITHIN 10 DAYS OF SUBSTANTIAL COMPLETION OF CONSTRUCTION.
2.THE CONTRACTOR SHALL LIMIT THE AREA OF CLEARING AND GRUBBING, EXCAVATION,
BORROW, AND EMBANKMENT OPERATIONS IN PROGRESS, COMMENSURATE WITH THEIR
CAPABILITY AND PROGRESS IN KEEPING THE FINISH GRADING AND MULCHING, SEEDING
AND OTHER TEMPORARY AND/OR PERMANENT CONTROL MEASURES IN ACCORDANCE
WITH THESE PLANS.
3.THE CONTRACTOR SHALL DESIGNATE TO THE OWNER'S REPRESENTATIVE A QUALIFIED
EROSION AND SEDIMENT CONTROL SUPERVISOR WITH ADEQUATE TRAINING,
EXPERIENCE, AND AUTHORITY TO IMPLEMENT AND MAINTAIN ALL EROSION AND
SEDIMENT CONTROL MEASURES AS PER THE NYS DEC REQUIREMENTS
4.CONSTRUCTION IS TO PROCEED IN ACCORDANCE WITH THE CONSTRUCTION PHASING
SCHEDULE SUPPLIED BY THE CONTRACTOR OR SHOWN ON THE PLANS. GRASSES SHALL
BE ESTABLISHED ON ALL DISTURBED AREAS AS SOON AS POSSIBLE. FOR TIME FRAMES
OUTSIDE THE GROWING SEASON, OTHER METHODS OF SOIL STABILIZATION (SUCH AS
THE USE OF JUTE MESH EXCELSIOR MATTING) WILL BE USED UNTIL SUCH A TIME AS
GRASS CAN BE ESTABLISHED.
5.ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE
PRIOR TO ANY SITE DISTURBANCE. THIS INCLUDES GRADING OPERATIONS, UTILITY OR
STRUCTURE INSTALL.
6.SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE
CONSTRUCTED IN ACCORDANCE WITH NYS DEC REQUIREMENTS.
7.APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE
UNTIL THE CONTRIBUTING DRAINAGE AREA SERVED IS STABILIZED.
8.THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS AND INSTALL
ALL MEASURES REQUIRED TO REASONABLY CONTROL SOIL EROSION RESULTING FROM
CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT FROM THE
CONSTRUCTION SITE.
9.THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL
STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL
FACILITIES.
10.ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED AFTER EVERY
STORM EVENT.
11.THE CONTRACTORS ATTENTION IS DIRECTED TO THE FACT THAT THROUGHOUT THE
DURATION OF THE PROJECT IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO
PROTECT ALL WATER COURSES FROM WATER BORNE SEDIMENT OR POLLUTANTS
ORIGINATING FROM ANY WORK DONE ON, OR IN SUPPORT OF THIS PROJECT.
12.ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF
WATERBODIES BY SILT, SEDIMENT, FUELS, SOLVENTS, LUBRICANTS, EPOXY COATINGS,
CONCRETE LEACHATE, OR ANY OTHER POLLUTANT ASSOCIATED WITH CONSTRUCTION
AND CONSTRUCTION PROCEDURES.
C-5.10
1
C-5.10
3
C-5.10
4
C-5.10
5
C-5.10
2
15.67'
Co
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Park Place
10
'
F
R
O
N
T
SE
T
B
A
C
K
8' SIDE
CORNER
SETBACK12' SIDE YARD
SETBACK
ACCESSIBLE FLUSH CURB
WITH DETECTABLE WARNING STRIP
CIP CONC. RETAINING
WALL W/ STONE VENEER
PROPOSED 5' WIDE
CONCRETE SIDEWALK
PROPOSED 5'W
SIDEWALK
4'W WOOD GATE
6'H WOOD FENCE
22.00'
.7
5
'
7.40'
13.50'
2.25'
14.90'
24
.
0
0
'
13.50'
11
.
9
3
'
CONTROL JOINT
PROPOSED 6"H CONCRETE
CURB
PROPOSED 6"H
CONCRETE CURB
ADA PARKING SPACE WITH
STRIPPED OFF SPACE
6'H WOOD FENCE
HEAVY DUTY
CONCRETE DRIVE
WITH APRON
FLUSH CONCRETE
CURB
3'W RIVER ROCK
DRIP STRIP
PROPOSED BUILDING
(SEE ARCHITECTURAL PLANS)
PROPOSED CONTROL
JOINTS, TYP.
HEAVY DUTY 5'W
CONCRETE WALK
4'H METAL FENCE
PROPOSED 5'W
SIDEWALK
CONTROL JOINT,
TYP.
PROPOSED STEEL
EDGING
2.25'W RIVER
ROCK DRIP STRIP
EXTERIOR STAIRS -
SEE ARCH. PLANS
PROPOSED 6' WIDE
CONCRETE SIDEWALK
PROPOSED 6' WIDE
CONCRETE SIDEWALK
LAWN
PROPOSED ASPHALT
INFILL
PROPOSED ASPHALT
INFILL
PROPOSED ASPHALT
INFILL
19
.
7
9
'
47.40'
25
.
1
5
°
'
19.19
'
3
4
.
7
7
°
'
84
.
4
0
'
49.19'
16
.
2
8
'
16
.
3
0
'
60.51'5.55'
65.03'79.00'10.76'
22
.
0
2
'
5.00'
22.11'62.33'5.00'
R10.00
'
L=15.8
4
'
R1
0
.
0
0
'
L
=
1
5
.
6
0
'
42
.
0
1
'
20.00'
78
.
9
5
'
5.
0
0
'
2.
5
5
'
158.83'
R
3
.
0
4
'
L=
4
.
7
1
'
16
.
9
3
'
R85.04'
L=26.61'
PROPOSED STREETLIGHT (TYP.)
PERMEABLE CONCRETE PAVER
CIP CONC. RETAINING
WALL W/ STONE VENEER
SNOW MELT ON ALL
DRIVEWAY AND PAVER
SURFACES
18.00'
9.
0
0
'
PARKING SPACE, TYP.
5.20'
PROPOSED STEEL
EDGING
(6) A/C CONDENSERS
RIVER ROCK
RIVER ROCK
RIVER ROCK
RIVER ROCK
PROPERTY LINE
LEGEND
PROPERTY LINE SETBACK
PROPOSED SITE WALL
PROPOSED LIGHT
DUTY CONCRETE
PROPOSED METAL FENCE
PROPOSED WOOD FENCE
PROPOSED CONCRETE PAVERS
PROPOSED HEAVY DUTY
CONCRETE WITH SNOW MELT
PROPOSED HEAVY
DUTY CONCRETE
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
7/8/2025
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 11
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE. THE
CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE
COMMENCING ANY WORK AND SHALL PRESERVE EXISTING
UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRAWING
TITLED "S22-180 LaTerra xm" BY THOMPSON FLEMING LAND
SURVEYORS P.C. ON 8 DECEMBER 2022.
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
25001
VINCENT & KATHERINE LATERRA
COTTAGE ST & PARK PLACE
SARATOGA SPRINGS, NY 12866
LATERRA
CONDOMINIUMS
3/17/25 PERMITS & APPROVALS
6/26/25 PERMITS & APPROVALS
7/9/25 PERMITS & APPROVALS
LAYOUT & MATERIALS
PLAN
C-1.104
on 24" x 36" sheet
GRAPHIC SCALE
5 10 20010
1 inch = 10 feet
LAYOUT AND MATERIAL NOTES:
1.VERIFY LOCATION OF ALL WALLS, STAIRS, AND PATIO
AFFECTING SCOPE OF WORK.
2.THE LAYOUT OF ALL WORK FOR THE PROJECT SHALL BE
COMPLETED BY A LICENSED SURVEYOR RETAINED BY THE
CONTRACTOR. THE ENGINEER TO APPROVE LAYOUT PRIOR TO
CONSTRUCTION.
3.TAKE ALL DIMENSIONS FROM FACE OF DRIVEWAY, WALL, OR
BUILDING.
4.ALL ANGLES TO BE 90 DEGREES AND ALL LINES OF WALLS
AND PAVING TO BE PARALLEL UNLESS NOTED OTHERWISE.
MAINTAIN HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS
AS NOTED ON THE DRAWINGS.
5.REFERENCE TO SCALE IS FOR FULL SIZE DRAWINGS ONLY. DO
NOT SCALE FROM REDUCED DRAWINGS.
C-5.10
8
C-5.10
9
C-5.10
8
C-5.10
8
C-5.11
8
C-5.10
6
C-5.10
9
C-5.10
8
C-5.10
7
C-5.11
5
C-5.10
7
C-5.11
5
C-5.10
7
C-5.11
6
C-5.10
8
C-5.10
9
C-5.10
8
C-5.10
8
C-5.10
10
C-5.10
6
C-5.12
1
C-5.12
2
C-5.12
4
C-5.12
3
C-5.10
12
C-5.13
2
C-5.12
2
C-5.10
6
C-5.10
6
C-5.10
6
C-5.10
6
Co
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Park Place
UG
E
TW=312.30
BW=304.69
TW=312.30
BW=305.00
311
31
2
312 312
30
7
30
8
30
9
31
0
31
2
31
1
30
6
30
5
2%
↑2%
↑
11
.
5
%
↑
2%
↑2%
↑
2%↑
2%↑
2%↑
2%↑
2%
↑2%
↑
304.69305.00
304.77
304.77 305.00
305.00305.00
304.37
311.87
311.88
311.88
304.54
312.5 312.5
TW=309.50
BW=305.00
TW=307.27
BW=304.07
8"Ø SOLVENT WELDED SDR 35
PVC SEWER LINE SLOPE AT
MIN 1/4"/FT. FROM BUILDING
TO MUNICIPAL CONNECTION
4"Ø DIP CLASS 52 DIP
WATER SERVICE
30" X 30" PRECAST CONC.
CATCH BASIN (CB-1)
RIM EL. 304.37
12"Ø N OUTLET INV. EL. 301.91
30" X 30" PRECAST CONC.
CATCH BASIN (CB-2)
RIM EL. 304.54
12"Ø W OUTLET INV. EL. 301.49
12
"
Ø
X
2
8
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→
1'W CIP CONC. WALL W/ THIN VENEER
AND DECORATIVE METAL FENCING
2,500 gal. precast.conc.
pump sta.
3"Ø SDR 11 HDPE STORM
FORCE MAIN
OUTLET INV. EL. 309.25'
3' WIDE RIVER ROCK
DRIP STRIP
3' WIDE RIVER ROCK
DRIP STRIP
BASEMENT EL. 305.0
F.F. EL. 316.42
ALTERNATE: 150 kVA
PAD TRANSFORMER
INSTALL (1) 150 kVA OR (2)
75 kVA TRANSFORMERS ON
POLE (PREFERRED)
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
860
860
396.5 394.00 PROPOSED SPOT GRADES
862
STORM LINE
SEWER LINE
WATER LINE
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
7/8/2025
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 11
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE. THE
CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE
COMMENCING ANY WORK AND SHALL PRESERVE EXISTING
UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRAWING
TITLED "S22-180 LaTerra xm" BY THOMPSON FLEMING LAND
SURVEYORS P.C. ON 8 DECEMBER 2022.
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
25001
VINCENT & KATHERINE LATERRA
COTTAGE ST & PARK PLACE
SARATOGA SPRINGS, NY 12866
LATERRA
CONDOMINIUMS
3/17/25 PERMITS & APPROVALS
6/26/25 PERMITS & APPROVALS
7/9/25 PERMITS & APPROVALS
SA
V
E
D
A
T
E
:
7/
1
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2
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Y
GRADING, DRAINAGE
&UTILITIES PLAN
C-2.10
on 24" x 36" sheet
GRAPHIC SCALE
5 10 20010
1 inch = 10 feet
north
5
EARTHWORK AND GRADING NOTES:
1.BEFORE ANY LAND CLEARING IS COMPLETED, THE CONTRACTOR SHALL ARRANGE A MEETING ON
SITE WITH THE OWNER'S REPRESENTATIVE TO IDENTIFY WHICH TREES ARE TO BE PROTECTED
OR REMOVED. NO CLEARING SHALL OCCUR WITHOUT A CLEAR UNDERSTANDING OF THE EXISTING
CONDITIONS TO BE PRESERVED.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND
PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD. THE
PLACEMENT OF PROTECTION DEVICES ADDITIONAL TO THOSE NOTED SHALL, HOWEVER, BE AT
THE CONTRACTORS DISCRETION. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR
WHERE DAMAGE MAY RESULT TO TREES TO BE KEPT. CONSTRUCTION MATERIALS SHALL NOT BE
STORED BENEATH TREES TO BE KEPT.
3.ALL TEMPORARY EROSION AND SEDIMENT (E&S) CONTROL MEASURES SHALL BE INSTALLED PRIOR
TO ANY EARTH DISTURBANCE. E&S CONTROL DEVICES SHALL BE REGULARLY INSPECTED AND
MAINTAINED AS NEEDED TO ENSURE SATISFACTORY PERFORMANCE. ANY DAMAGE OCCURRING
DURING THE COURSE OF CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL EXPENSE TO THE OWNER. ASSOCIATED FINES RESULTING FROM SUCH DAMAGE
SHALL ALSO BE PAID BY THE CONTRACTOR.
4.ALL PROPOSED GRADES SET IN THE FIELD TO BE COMPLETED BY A NEW YORK STATE LICENSED
SURVEYOR.
5.ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN A MAXIMUM OF 12"
COMPACTED LIFTS.
6.ALL SLOPES 3:1 AND GREATER SHALL BE STABILIZED WITH SLOPE STABILIZATION MATS.
LOCATIONS AND METHODS TO BE APPROVED BY THE OWNER'S REPRESENTATIVE.
7.PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM
SLOPE OF ONE-EIGHTH (18") PER FOOT. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR
SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY BEFORE CONTINUING
WORK.
8.EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND.
CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES
INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO THE OWNER.
9.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING GRADE, PROVIDING
VERTICAL CURVES OR ROUNDINGS AT THE TOP AND BOTTOM OF ALL SLOPES.
10.DURING GRADING OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE
MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR OTHER DAMAGE. WHEN IT IS NECESSARY
TO INTERRUPT DRAINAGE OR OTHER EXISTING UTILITIES, CONTRACTOR IS TO PROVIDE
TEMPORARY FACILITIES UNTIL PERMANENT WORK IS COMPLETED AT NO COST TO THE OWNER.
11.GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE TO PREVENT
PONDING. FINISHED SURFACES SHALL BE FREE FROM ANY ABRUPT OR IRREGULAR CHANGES.
12.EXCAVATION REQUIRED WITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY
HAND SO THAT NO DAMAGE OCCURS TO EXISTING ROOT SYSTEM. PLANT MATERIALS DAMAGED BY
CONTRACTOR SHALL BE REPLACED IN KIND AT NO ADDITIONAL EXPENSE TO THE OWNER.
13.EXCAVATION SHALL BE TO ELEVATIONS INDICATED WITH A TOLERANCE OF PLUS/MINUS 1".
14.SUBBASE COURSE MATERIAL SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS SECTION 304, TYPE 2 AND SHALL CONFORM TO MIN 95% MODIFIED
PROCTOR DENSITY. BACKFILL MATERIAL SHALL BE COMPACTED ON SITE SOIL MATERIAL.
15.EMBANKMENT FILL SHALL CONFORM WITH ALL REQUIREMENTS OF NYSDOT SPEC. SECTION 203.
MAXIMUM ALLOWABLE LOOSE LIFTS FOR EMBANKMENTS SHALL BE 12 INCH AND SHALL BE
COMPACTED TO NOT LESS THAN 95% OF THE MAXIMUM DENSITY AS ESTABLISHED THROUGH THE
STANDARD PROCTOR COMPACTION TEST PER ASTM D698.
16.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.
17.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.
18.CRUSHED STONE, WHERE CALLED FOR ON THE DRAWINGS, SHALL CONFORM TO NYS DEPARTMENT
OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 703-02, SIZE DESIGNATION 2.
19.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.
20.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.
L5.10
6
SANITARY SEWER NOTES:
1.ANTICIPATED DESIGN FLOW:
NUMBER OF UNITS 6 UNITS
BEDROOMS/UNIT 18 BEDROOMS = 3 BEDROOMS * 6 UNITS
DESIGN FLOW 1,980 GPD = 110 GPD * 18 BEDROOMS
2.ALL WASTEWATER TREATMENT SYSTEM COMPONENTS SHALL BE IN
STRICT CONFORMANCE WITH THE SYSTEM DESIGN INFORMATION
INDICATED ON THESE DRAWINGS ALL NYSDEC AND SARATOGA
COUNTY REQUIREMENTS
3.ALL PLUMBING FIXTURES SHALL BE IN COMPLIANCE WITH THE
REQUIREMENTS FOR NEW STANDARD FIXTURES PER NYSDOH
STANDARDS APPENDIX A TABLE 1
4.ALL GRAVITY SEWER PIPING SHALL BE SDR 35 PVC PIPE WITH
GASKETED JOINTS AND FITTINGS INSTALL SEWER PIPING TO THE
INVERTS INDICATED AT A UNIFORM SLOPE BETWEEN DESIGNATED
ELEVATIONS WITH NO SAGS OR HUMPS THE MINIMUM SLOPE FOR
ALL GRAVITY SEWER PIPING SHALL BE 1/4/FT (2%) UNLESS
OTHERWISE INDICATED
5.MAINTAIN A 10 FOOT MIN. HORIZONTAL SEPARATION BETWEEN
WATER LINES AND SANITARY SEWER LINES, AND A 18" VERTICAL
SEPARATION BETWEEN SANITARY/STORM AND WATER LINES WHEN
CROSSING LINES.
POTABLE WATER SERVICE LINE NOTES:
1.ALL WATER FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT
RULES, REGULATIONS, AND CONSTRUCTION STANDARDS OF THE NEW YORK STATE
DEPARTMENT OF HEALTH, AMERICAN WATER WORKS ASSOCIATION AND THE NEW YORK
STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION.
2.ALL PIPE AND APPURTENANCES SHALL BE APPROVED BY THE NATIONAL SANITATION
FOUNDATION (NSF) FOR USE WITH POTABLE WATER.
3.FOLLOWING MATERIALS SHALL BE PROVIDED:
A.WATER PIPING:
CEMENT LINED DUCTILE IRON PIPE, PUSH-ON-JOINT TYPE AWWA C150 AND C151
THICKNESS CLASS 52, 250 PSI RATED WITH AWWA C111 RUBBER GASKETS AND
BRASS WEDGES OR CONDUCTIVE GASKETS.
B.VALVES:
AWWA C500 RESILIENT WEDGE LEFT TURN OPEN GATE VALVE TYPE, NON-RISING
STEM, MECHANICAL JOINT TYPE, 200 PSI PRESSURE RATED. VALVES SHALL BE
AS MANUFACTURED BY MEULLER.
C.FITTINGS:
SHORT BODY ZINC COATED DUCTILE IRON MECHANICAL JOINT TYPE FITTINGS,
AWWA C110-77 WITH AWWA C111 RUBBER GASKETS, DUCTILE IRON GLANDS, AND
STEEL BOLTS AND NUTS, 250 PSI RATED.
D.TAPPING SLEEVE:
SHALL BE FULL BODY MECHANICAL JOINT DUCTILE IRON OR STAINLESS STEEL
FULL WRAP AROUND MULLER H-304 SERIES OR APPROVED EQUIVALENT.
-ALL VALVES RIGHT HAND OPEN (CLOCKWISE).
-ALL BOLTS COR-BLUE T-BOLTS AND NUTS IN COMPLIANCE WITH AWWA C111.
-PIPE AND FITTINGS TO BE CEMENT MORTAR LINED PER AWWA C104,
STANDARD THICKNESS.
4.WATER LINES SHALL BE SEPARATED FROM SANITARY SEWER LINES FOR A MINIMUM
HORIZONTAL DISTANCE OF 10 FT.
5.MINIMUM VERTICAL SEPARATION BETWEEN WATER AND SEWER PIPELINE SHALL BE 18
INCHES CLEAR AS MEASURED TO OUTSIDE SURFACES OF PIPES. LOCATE JOINTS IN EACH
PIPE EQUIDISTANT FROM THE CROSSING LOCATION.
6.MINIMUM COVER OVER WATER LINES SHALL BE 5'-0" TO THE CROWN OF THE PIPE.
7.MINIMUM BENDING RADIUS FOR WATER MAIN INSTALLATION SHALL BE 250 FT.,
RESPECTIVELY.
8.TRACER WIRE SHALL BE A MIN. OF #12 AWG COPPER CLAD STEEL W/ MIN. 30 MIL. HDPE
INSULATION THICKNESS. TRACER WIRE SHALL BE INSTALLED CONCURRENTLY WITH THE
HDPE PIPING SYSTEM ALONG THE ENTIRE PIPELINE AND SERVICE CONNECTION SYSTEM.
TRACER WIRE LOCATOR STATION SHALL BE UNDERGROUND FLUSH MOUNTED
9.COORDINATE WITH THE OWNER'S REPRESENTATIVE OF THE FACILITY FOR FLUSHING AND
CLEANING OF NEW SERVICE LINES PRIOR TO TESTING. WATER PIPING SHALL NOT BE
ALLOWED TO BE PUT INTO SERVICE UNTIL SUFFICIENTLY CLEARED AND APPROVED BY THE
ENGINEER FOR FINAL CONNECTION.
10.WATER LINES SHALL BE TESTED IN ACCORDANCE WITH AWWA C600 REQUIREMENTS.
11.NEW, CLEANED OR REPAIRED WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH
THE LATEST AWWA STANDARDS FOR THE DISINFECTION OF WATER MAINS DESIGNATION
C651-14 WITH THE EXCEPTION OF SECTION 4.3, TABLET METHOD OF CHLORINATION.
FOLLOWING FLUSHING, WATER SAMPLES SHALL BE COLLECTED FROM THE MAIN AND EACH
BRANCH. FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS. WATER SAMPLES
SHALL BE COLLECTED AND THE MAIN SHALL NOT BE PLACED IN SERVICE UNTIL THE
WATER HAS BEEN APPROVED AND NOTIFICATION THEREOF RECEIVED. UPON COMPLETION
OF PIPELINE INSTALLATION AND BACKFILL, CONCURRENT HYDROSTATIC PRESSURE AND
LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C600. THE ENGINEER
SHALL BE PRESENT FOR ALL SYSTEM TESTING.
12.HYDROSTATIC TEST:
·HYDROSTATIC PRESSURE LEAK TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH
ASTM F2164.
·PERFORM AFTER WATER MAIN PIPE HAS BEEN DISINFECTED AND PRIOR TO BACKFILL.
TEST PRESSURE SHALL BE A MINIMUM OF 150 PSI OR 50 PSI GREATER THAN THE
MAXIMUM STATIC PRESSURE, WHICHEVER IS GREATER.
·BEFORE APPLYING TEST PRESSURE, COMPLETELY EXPEL AIR FROM SECTION OF PIPING
UNDER TEST. PROVIDE CORPORATION COCKS SO THAT AIR CAN BE EXPELLED AS
PIPELINE IS FILLED WITH WATER. AFTER AIR HAS BEEN EXPELLED, CLOSE
CORPORATION COCKS AND APPLY TEST PRESSURE. UPON COMPLETION OF TESTS,
REMOVE CORPORATION COCKS AND PLUG RESULTING PIPE OPENINGS.
·THE TEST PROCEDURE SHALL CONSIST OF AN INITIAL EXPANSION, FOLLOWED BY A
TEST PHASE. FOR THE INITIAL EXPANSION PHASE, THE SECTION OF PIPELINE BEING
TESTED SHALL BE PRESSURIZED TO THE TEST PRESSURE FOR A MINIMUM OF FOUR
HOURS.
·BEGIN THE INITIAL EXPANSION PHASE BY SLOWLY BRING PIPING TO TEST PRESSURE
AND ALLOW SYSTEM TO STABILIZE PRIOR TO CONDUCTING LEAKAGE TEST. DO NOT
OPEN OR CLOSE VALVES AT DIFFERENTIAL PRESSURES ABOVE RATED PRESSURE.
·AT THE COMPLETION OF THE FOUR HOUR EXPANSION PHASE, THE PRESSURE SHALL BE
REDUCED BY 10 PSI AND THE TEST PHASE SHALL COMMENCE.
·THE REDUCED TEST PRESSURE SHALL REMAIN STEADY (WITHIN 5% OF TARGET
PRESSURE) FOR A MINIMUM OF ONE HOUR. NO PIPELINE INSTALLATION WILL BE
APPROVED WHEN PRESSURE VARIES BY MORE THAN 5 PSI AT COMPLETION OF
HYDROSTATIC PRESSURE TEST.
·EXAMINE EXPOSED PIPING, FITTINGS, VALVES, HYDRANTS AND JOINTS CAREFULLY
DURING HYDROSTATIC PRESSURE TEST. REPAIR OR REPLACE DAMAGED OR DEFECTIVE
PIPE AND APPURTENANCES DISCOVERED FOLLOWING PRESSURE TEST.
16.LEAKAGE TEST
·PERFORM FOLLOWING SATISFACTORY RESULTS OF A HYDROSTATIC TEST PRIOR TO
BACKFILL, FOR A MINIMUM TWO HOUR DURATION.
·SUBJECT PIPE TO ITS RATED PRESSURE
· NO PIPELINE INSTALLATION WILL BE APPROVED WHEN LEAKAGE IS GREATER THAN
THAT DETERMINED BY THE FOLLOWING FORMULA:
L = SD (√P)/7,400
L = ALLOWABLE LEAKAGE, (GALLONS PER HOUR)
S = LENGTH OF PIPE TESTED (INCHES)
D = NOMINAL DIAMETER OF PIPE (INCHES)
P = AVERAGE TEST PRESSURE DURING THE LEAKAGE TEST (PSI)
· WHEN LEAKAGE EXCEEDS SPECIFIED ACCEPTABLE RATE, LOCATE SOURCE AND REPAIR
ACCORDINGLY. REPEAT TEST UNTIL SPECIFIED LEAKAGE REQUIREMENTS ARE MET.
17.FIRE SUPPRESSION SYSTEMS IF REQUIRED SHALL BE DESIGNED BY OTHERS. IF WET FIRE
SUPPRESSION SYSTEMS ARE PROPOSED THEY SHALL BE EQUIPPED WITH BACKFLOW
PREVENTION DEVICES.
C-5.11
7
C-5.11
7
C-5.11
10
C-5.11
12
C-5.11
9
C-5.12
3
C-5.13
1
L5.10
6
PROPERTY LINE
LEGEND
EXISTING TREE
TO REMAIN
PROPERTY LINE
SETBACK
PROPOSED SHRUBS/
GROUNDCOVER
PROPOSED TREES
PROPOSED LAWN
PROPERTY LINE
LEGEND
C
o
t
t
a
g
e
S
t
r
e
e
t
Park Place
311
312 312
30
7
30
8
30
9
31
0
31
2
31
1
30
6
30
5
LAWN
(5) AC
(3) MS
(3) MS
(2) MS
(9) HM (9) HM(7) HM
(5) RS(4) RW (4) RW
(4) RS(4) RS (3) IG(3) IG
(4) IC
(8) IC
(30) TO
LAWN
LAWN
(9) HA
(13) PV
(2) PP
LAWN
LAWN
BLACK STEEL
EDGING, TYP.
BLACK STEEL
EDGING, TYP.
PROPOSED BUILDING
(SEE ARCHITECTURAL PLANS)
(3) CC
(3) RS
(6) KL
(11) HQ
(2) AC
(2) CC
(5) HQ
(4) KL
(2) RS
(3) RS
(4) RS
(4) RS
(5) RS
(3) RS
(7) MS
PLANTING SCHEDULE
KEY QTY SYMBOL SCIENTIFIC NAME COMMON NAME SIZE COMMENTS
DECIDUOUS TREES
CC 8 CARPINUS CAROLINIANA AMERICAN HORNBEAM 6' HT.
AC 6 AMELANCHIER CANADENSIS CANADIAN
SERVICEBERRY 6' HT.
EVERGREEN
TO 30 THUJA OCCIDENTALIS 'EMERALD GREEN'EMERALD GREEN
ARBORVITAE 3-4 FT HEIGHT 4' O.C.
PP 2 PICEA PUNGENS 'APACHE'COLORADO BLUE
SPRUCE 6 FT HEIGHT 15' O.C.
PA 5 PICEA ABIES NORWAY SPRUCE 6 FT HEIGHT 15' O.C.
PERENNIALS / GRASSES / SEDGES
IC 12 ILEX CRENATA SKY BOX JAPANESE
HOLLY 1 GAL.24" O.C.
HM 25 HAKONECHLOA MACRA JAPANESE FOREST
GRASS 1 GAL.18" O.C.
MS 15 MISCANTHUS SINENSIS 'ZEBRINUS'VARIEGATED ZEBRA
GRASS 5 GAL.36" O.C.
IG 6 ILEX GLABRA 'COMPACTA'COMPACT INKBERRY 3 GAL.36" O.C.
KL 10 KALMIA LATIFOLIA MOUNTAIN LAUREL 3 GAL.36" O.C.
HQ 16 HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA 3 GAL.36" O.C.
RW 8 ROSA 'KNOCKOUT X RADWHITE PP 20,273 WHITE ROSE 3 GAL.WHITE FLOWER
24" O.C.
RS 37 ROSA SPP.RED ROSE 3 GAL.RED FLOWER
24" O.C.
HA 9 HYDRANGEA ARBORESCENS 'ANNABELLE'SMOOTH HYDRANGEA 5 GAL.36" O.C.
PV 13 PANICUM VIRGATUM SWITCHGRASS 5 GAL.36" O.C.
(3) CC
5 FT.W LIGHT
DUTY CONC.
SIDEWALK
5 FT.W
HEAVY DUTY
CONC.
SIDEWALK AT
DRIVEWAY
STREETLIGHT (TYP.)
CONTROL
JOINT (TYP.)
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
7/8/2025
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 11
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE. THE
CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE
COMMENCING ANY WORK AND SHALL PRESERVE EXISTING
UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRAWING
TITLED "S22-180 LaTerra xm" BY THOMPSON FLEMING LAND
SURVEYORS P.C. ON 8 DECEMBER 2022.
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
25001
VINCENT & KATHERINE LATERRA
COTTAGE ST & PARK PLACE
SARATOGA SPRINGS, NY 12866
LATERRA
CONDOMINIUMS
3/17/25 PERMITS & APPROVALS
6/26/25 PERMITS & APPROVALS
7/9/25 PERMITS & APPROVALS
PLANTING PLAN
C-4.10
on 24" x 36" sheet
GRAPHIC SCALE
5 10 20010
1 inch = 10 feet
6
PLANTING NOTES:
1.ALL DEFINED PLANT BEDS SURROUNDING UPPER PATIO LEVEL TO BE MULCHED WITH RIVER ROCK.
2.PRIOR TO PLANTING, CONTRACTOR SHALL LOCATE, VERIFY, AND REPORT ANY CONFLICTS OF EXISTING
UTILITY LINES TO THE LANDSCAPE ARCHITECT.
3.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE
AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN,
INC. AND SHALL BE OF SPECIMEN QUALITY UNLESS APPROVED OTHERWISE BY DIRECTOR'S
REPRESENTATIVE.
4.WRITTEN APPROVAL IS REQUIRED FROM LANDSCAPE ARCHITECT OF ANY PROPOSED SUBSTITUTIONS OF
PLANT MATERIAL. CHANGED PLANTS SHALL BE EQUIVALENT FORM, HEIGHT, FLOWER, COLOR, LEAF, SIZE,
BRANCHING, CULTURE AND FRUIT.
5.A MINIMUM OF 6" OF SUITABLE TOPSOIL IS REQUIRED IN AREAS WITH PROPOSED LAWN SEEDING PRIOR TO
SEEDING.
6.PRIOR TO COMMENCEMENT OF PLANTING, STAKE LOCATION OF ALL PLANTINGS FOR APPROVAL BY
LANDSCAPE ARCHITECT.
7.SCHEDULE DELIVERY OF PLANTS ONLY IN REASONABLE TIME AS TO WHEN THEY CAN BE INSTALLED.
PLANTS TO BE INSPECTED BY LANDSCAPE ARCHITECT AT DELIVERY.
8.MAINTENANCE TO BEGIN IMMEDIATELY FOLLOWING INSTALLATION OF PLANT MATERIALS AND LAWN UNTIL
FINAL ACCEPTANCE.
9.TREES SHALL NOT BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. TREES SHALL BE PLANTED 3”
HIGHER THAN PREVIOUS GRADE. SHRUBS AND GROUND COVER SHALL BE PLANTED AS THE SAME
RELATIONSHIP TO GRADE AS PREVIOUS GRADE.
10.PLANT MATERIAL QUANTITIES TO BE PROVIDED BY CONTRACTOR AS SHOWN ON DRAWINGS.
11.UNLESS NOTED ON PLANT LIST, PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN.
12.FOR SEEDING OF DISTURBED AREAS USE SPECIFIED MIX FOR DESIGNATED AREA OR APPROVED EQUAL
APPROVED BY LANDSCAPE ARCHITECT.
MATCHLINE PLAN VIEW
THIS DWG
MATCHLINE PLAN VIEW 1
THIS DWG
1 PLAN VIEW CONT.
SCALE: 1" = 10'-0"
C-5.10
8
C-5.10
8
C-5.10
9
SPECIAL NOTE:
1.PROPOSED STREET TREES HAVE BEEN SELECTED BASED
ON OVERHEAD UTILITY CONDITIONS AND FROM THE CITY
"APPROVED SPECIES LIST" FOUND IN THE 2022 URBAN
FORESTRY MANAGEMENT PLAN .
PROPERTY LINE
LEGEND
Co
t
t
a
g
e
S
t
r
e
e
t
Park Place
Subdivision Plan
LIGHTING FIXTURE (TYP.)
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
7/8/2025
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 11
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE. THE
CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE
COMMENCING ANY WORK AND SHALL PRESERVE EXISTING
UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRAWING
TITLED "S22-180 LaTerra xm" BY THOMPSON FLEMING LAND
SURVEYORS P.C. ON 8 DECEMBER 2022.
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
25001
VINCENT & KATHERINE LATERRA
COTTAGE ST & PARK PLACE
SARATOGA SPRINGS, NY 12866
LATERRA
CONDOMINIUMS
3/17/25 PERMITS & APPROVALS
6/26/25 PERMITS & APPROVALS
7/9/25 PERMITS & APPROVALS
SA
V
E
D
A
T
E
:
7/
8
/
2
0
2
5
1
0
:
5
7
A
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E
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2
5
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d
w
g
PL
O
T
T
E
D
B
Y
:
SA
V
W
DE
S
I
G
N
B
Y
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
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:
DE
S
B
Y
DR
W
N
B
Y
CH
K
B
Y
LIGHTING PLAN
C-4.20
on 24" x 36" sheet
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
7
STAKES PER BALE
(2) 2"x2"x4'
ANCHOR BALES WITH
BALES TO BUTT
10' MIN.
POLYETHYLENE
SHEETING
BINDING WIRE
STRAW BALE (TYPICAL)
WOOD STAKE (TYPICAL)
10 MIL
30"±
6" MIN DEPTH
AGGREGATE
6" MIN IMBEDMENT
(TYPICAL)
EXISTING GRADE
18"±
12" MAX
AGGREGATE
TRUCKSALL CONCRETE
WASHOUT HERE
SHALL
18"
12"BLACK LETTERS
ON WHITE
BACKGROUND
GALVANIZED "U"
7'-0" TO
BOTTOM OF SIGN
3'-0" MIN
SOIL
EMBEDMENT
FINISH GRADE
SIGN SHALL BE PLACED
IN A PROMINENT LOCATION
AT WASHOUT AREA
CHANNEL POST
TYPICAL SECTION
PLAN
WASHOUT SIGN
ALL AROUND
12" MIN
POLYETHYLENE
SHEETING10 MIL
SEASONAL HIGH
GROUNDWATER
TABLE
10' MIN.
1 CONCRETE WASHOUT AREA DETAIL
SCALE: N.T.S.
CAPACITY:
THE WASHOUT FACILITY SHALL BE SIZED TO CONTAIN SOLIDS, WASH WATER, AND RAINFALL SIZED TO
ALLOW FOR EVAPORATION OF WASH WATER AND RAINFALL. WASH WATER SHALL BE ESTIMATED AT 7
GALLONS PER CHUTE AND 50 GALLONS PER HOPPER OF CONCRETE PUMP TRUCK AND/OR DISCHARGING
DRUM. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. IF EXCAVATED,
THE SIDE SLOPES SHALL BE 2 HORIZONTAL TO 1 VERTICAL.
LOCATION:
LOCATE THE FACILITY A MINIMUM OF 100 FEET FROM DRAINAGE SWALES, STORM DRAIN INLETS, WETLANDS,
STREAMS AND OTHER SURFACE WATERS. PREVENT SURFACE WATER FROM ENTERING THE STRUCTURE
EXCEPT FOR THE ACCESS ROAD. PROVIDE APPROPRIATE ACCESS WITH GRAVEL ACCESS ROAD SLOPED DOWN
TO THE STRUCTURE. SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS
DISCHARGED.
LINER:
ALL WASHOUT FACILITIES SHALL BE LINED TO PREVENT LEACHING OF LIQUIDS IN THE GROUND. THE LINER
SHALL BE PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 mils WITH NO HOLES OR TEAR, AND
ANCHORED BEYOND THE TOP OF THE PIT WITH AN APPURTENANCE EXCEPT AT THE ACCESS POINT
IF PRE-FABRICATED WASHOUTS ARE USED THEY MUST ENSURE THE CAPTURE AND CONTAINMENT OF THE
CONCRETE WASH AND BE SIZED BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS. THEY SHALL
BE SITED AS NOTED IN THE LOCATION CRITERIA.
MAINTENANCE:
·ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED IMMEDIATELY.
EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDENED CONCRETE SHALL BE PUMPED TO A STABILIZED AREA SUCH AS GRASS FILTER STRIP.
·ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75% OF STORAGE CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER
SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE.
·DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON-SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN
APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. IN THAT CASE, THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED, OR BURIED AND
COVERED WITH A MINIMUM OF 2 FEET OF CLEAN COMPACTED EARTH FILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION.
·THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY.
·INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN NON-DESIGNATED AREAS.
2" HARDWOOD
FENCE POSTS,
MIN. 36" LONG,
DRIVEN 16" INTO
GROUND
10' MAX. ℄ TO ℄
SECTION VIEW
16
"
M
I
N
.
A
B
O
V
E
G
R
A
D
E
8"
MI
N
.
BE
L
O
W
GR
A
D
E
2'
O
V
E
R
A
L
L
F
A
B
R
I
C
H
E
I
G
H
T
FLOW
FLOW
WOVEN WIRE
FENCE (MIN. 14
GAUGE W MAX 6"
MESH SPACING)
36" MIN. FENCE POST
WOVEN WIRE FENCE
(MIN. 14 12 GAUGE W/
MAX. 6" MESH SPACING)
WITH FILTER CLOTH
FLOW
20
"
M
I
N
.
16
"
M
I
N
.
UNDISTURBED
GROUNDEMBED FILTER
CLOTH A MIN. OF
8" IN GROUND 4"
COMPACTED SOIL
NOTES:
1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR
STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE HARDWOOD.
2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED
EVERY 34" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX MESH
OPENING.
3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FIXTER X,
MARAFI 100X, STABILINKA T140N OR APPROVE EQUIVALENT IF USING THE WOVEN WIRE
FENCE. IF THE WOVEN WIRE FENCE IS NOT USED, FILTER FABRIC MUST BE NYSDOT
APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING
PERSPECTIVE VIEW
2 SILT FENCE DETAIL
SCALE: N.T.S.
SILT FENCE SLOPE LENGTH/FENCE LENGTH (FT.)
SLOPE STANDARD
FENCE
REINFORCED
FENCE SUPER
<2%300 / 1500 NA NA
2%-10%125 / 1000 250 / 2000 300 / 2500
10-20%100 / 750 150 / 1000 200 / 1000
20%-33%60 / 500 80 / 750 100 / 1000
CONSTRUCTION DETAILS
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
7/8/2025
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 11
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE. THE
CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE
COMMENCING ANY WORK AND SHALL PRESERVE EXISTING
UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRAWING
TITLED "S22-180 LaTerra xm" BY THOMPSON FLEMING LAND
SURVEYORS P.C. ON 8 DECEMBER 2022.
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
25001
VINCENT & KATHERINE LATERRA
COTTAGE ST & PARK PLACE
SARATOGA SPRINGS, NY 12866
LATERRA
CONDOMINIUMS
3/17/25 PERMITS & APPROVALS
6/26/25 PERMITS & APPROVALS
7/9/25 PERMITS & APPROVALS
C-5.108
NOTE:
1.STONE SIZE - USE 1" -4" TYPE 3 STONE.
2.LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE
RESIDENCE LOT WHERE A 30' MINIMUM LENGTH WOULD APPLY).
3.THICKNESS - NOT LESS THAN 6".
4.WIDTH - 12 FEET MINIMUM, BUT NOT LESS THAN THE FULL WIDTH
WHERE INGRESS AND EGRESS OCCUR. 24 FEET IF SINGLE
ENTRANCE TO THE SITE.
5.GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR
TO PLACING THE STONE.
6.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED
TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS
THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM
WITH A 5:1 SLOPE WILL BE PERMITTED.
7.MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC RIGHTS-OF WAY MUST BE REMOVED
IMMEDIATELY.
8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA
STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED
SEDIMENT TRAPPING DEVICE.
9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE
PROVIDED AFTER EACH RAIN.
EXISTING
PAVEMENT
6"
M
I
N
.
3'5:1
GEOTEXTILE FABRIC MOUNTABLE
BERM
(OPTIONAL)
EXISTING
PAVEMENTEXISTING GROUND
EXISTING GROUND
PLAN VIEW
PROFILE VIEW
50' MIN.
50' MIN.
12
'
M
I
N
.
12' MIN.
10
'
M
I
N
.
10
'
M
I
N
.
3 STABILIZED CONSTRUCTION ENTRANCE
SCALE: N.T.S.
NOTES:
1.REFERENCE IS MADE TO THE SILT FENCE DETAIL FOR MATERIALS AND INSTALLATION METHODS.
2.IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 10 DAYS, IT SHALL BE STABILIZED WITH BURLAP MATTING OR SEEDED
WITHIN 7 DAYS OF COMPLETION TO MINIMIZE EROSION.
3.INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER WEEK OR AFTER SUBSTANTIAL RAINFALL. REPAIR OR
REPLACE DEFICIENCIES IMMEDIATELY.
4.SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE HAS BEEN ELIMINATED AND SHALL BE
REMOVED ONLY WHEN DIRECTED BY TOWN OR ENGINEER.
4 TOPSOIL STOCKPILE DETAIL
SCALE: N.T.S.
SILT FENCE TO EXTEND AROUND
ENTIRE PERIMETER OF
STOCKPILE, OR TO EXTEND
AROUND DOWNSTREAM PORTION
IF STOCKPILE IS ON SLOPE
12
"
MI
N
.
UNDISTURBED AREADISTURBED AREA
BLOWN/PLACED
FILTER MEDIA.
COMPOST
FILTER SOCK.
2"x2" WOODEN
STAKES PLACED 10"
O.C. @ 45° ANGLE
SECTION VIEW
DISTURBED
AREAFLO
W
F
L
O
W
184
182
180
UNDISTURBED
AREA
PLAN VIEW
8"
EXISTING
CONTOURS.
2"x2" WOODEN
STAKES PLACES 10"
O.C. @ 45° ANGLE
COMPOST FILTER
SOCK.
5 COMPOST FILTER SOCK DETAIL
SCALE: N.T.S.
2"
COURSE
BINDER
PARKING LOT
PAVEMENT
TYPE
1 1/2"
COURSE
TOP
COURSE
GRAVEL
8-10"
NOTES:
1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE
TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE ENGINEER
MAY REQUIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING.
2. BINDER TO BE PLACED IN 2-3" LIFTS WITH TACK COAT BETWEEN.
3. THE ENGINEER MAY REQUIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS. ALL
TESTING SHALL BE AS ORDERED BY THE ENGINEER AND SHALL BE PAID BY THE CONTRACTOR.
4. NOTIFY THE ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS.
TOP COURSE - NYS DOT ITEM 402.098302 - 9.5F3 H.M.A., 80 SERIES COMPACTION
TACK COAT - NYS DOT ITEM 407-0102 DILUTED TACK COAT
BINDER COURSE - NYS DOT ITEM 402.198902 - 19F9 H.M.A., 80 SERIES
COMPACTION PG BINDER (LIQUID ASPHALT) GRADE SHALL BE PG-64-22
DEPTH TO
SUBGRADE
AS REQ'D
3"STANDARD ROADWAY 1 1/2"12"
FILTER FABRIC
SUBGRADE - COMPACTED TO 90%
STANDARD PROCTOR DENSITY
7 CITY OF SARATOGA SPRINGS ASPHALT PAVEMENT DETAIL
SCALE: N.T.S.
COMPACTED GRAVEL - NYSDOT TYPE 2 (SECT. 304)
COMPACTED TO 95% STANDARD PROCTOR
6 DRIP EDGE & STONE SURFACE DETAIL
SCALE: N.T.S.
ADJACENT STRUCTURE
OR SURFACE
FINISHED SLAB
MIRAFI 140N OR APPROVED EQUAL FILTER
FABRIC (FLASHED UP AT ALL EDGES)
ROUNDED RIVER STONE OR APPROVED
EQUIVALENT 6" DEEP; TOP OF STONE SET
BELOW FINISHED SLAB ELEV.
COMPACTED SUBGRADE
4" COL-MET, OR APPROVED EQUAL, BROWN
STEEL EDGING CONTINUOUS AT DRIP EDGE
(4" DEEP W/18" STAKES AT 2'-0" O.C.)
SLOPE @ MIN. 2%1"
M
I
N
18
"
SEE PLANS
LIGHT DUTY CONCRETE
BROOM FINISH PERPENDICULAR
TO WALK
4" CONCRETE
6"X6" NO. -W6.0 X W6.0 WELDED
WIRE FABRIC WITH 12" MIN. LAP
SPLICE AND 3" BOTTOM CLEARANCE
6" GRANULAR SUBBASE COURSE
NYS DOT SECT. 304, TYPE 4
COMPACTED TO 95% STANDARD
PROCTOR
SUBGRADE COMPACED TO 90%
STANDARD PROCTOR
8 CITY OF SARATOGA CONCRETE SURFACE DETAIL
SCALE: N.T.S.
HEAVY DUTY CONCRETE
BROOM FINISH PERPENDICULAR
TO WALK
6" CONCRETE
6"X6" NO. -W6.0 X W6.0 WELDED
WIRE FABRIC WITH 12" MIN. LAP
SPLICE AND 3" BOTTOM CLEARANCE
8" GRANULAR SUBBASE COURSE
NYS DOT SECT. 304, TYPE 4
COMPACTED TO 95% STANDARD
PROCTOR
SUBGRADE COMPACED TO 90%
STANDARD PROCTOR
11 SIGN TABLE DETAIL
SCALE: N.T.S.
SIGN
NO.DESCRIPTION M.U.T.C.D.
NO./SIZE QUANTITY
A R7-1
12"x18"1
SITE SIGN TABLE
PARKING
RESERVED GREEN
LEGEND/BORDER,
WHITE BKGD
COLORS
B M1982
12"x18"1PARKING
NO GREEN
LEGEND/BORDER,
WHITE BKGDANYTIME
TYPE TYPICAL JOINT DETAIL
9 CONCRETE JOINT DETAILS
SCALE: N.T.S.
2"
TYP.
TOOLED JOINT W/ 14" RADIUS EDGES AS
SHOWN, TYP.
CLOSED CELL POLYETHYLENE JOINT FILLER
MATERIAL COMPATIBLE WITH SUBSTRATE
AND OTHER EXPANSION JOINT MATERIALS.
COVER WITH W.R. MEADOWS OR EQUAL SNAP
CAP AND REMOVE AFTER CURING.12" JOINT
SINGLE COMPONENT SILICONE JOINT
SEALANT COMPATIBLE WITH SUBSTRATE AND
OTHER EXPANSION JOINT MATERIALS.
CONCRETE
EXPANSION
JOINT
2" TYP.TOOLED JOINT W/ 14" RADIUS
EDGES AS SHOWN, TYP.
12" JOINT
TOOLED CONSTRUCTION JOINT
CONCRETE
1
1
/
4
"
DE
P
T
H
M
I
N
.
CONTROL
JOINT
NOTE:
1.LOCATE CONTROL JOINTS AS SPECIFIED ON LAYOUT & MATERIALS PLANS.
2.TOOLED JOINTS SHALL ALSO BE LOCATED AROUND ENTIRE PERIMETER OF
CONCRETE PAVEMENT.
3.EXPANSION JOINTS TO OCCUR 20' O.C. MAX AND AT ALL CURBS, WALLS
AND WHERE SHOWN ON PLANS OR OTHER DETAILS
A
B
10 ADA COMPLIANT PARKING SPACE DETAIL
SCALE: N.T.S.
2%
MA
X
.
RESER
V
E
D
PARKI
N
G
ADA PARKING SPACE SIGNAGE
POSTED ON BUILDING. SEE
DETAIL 11, THIS DRAWING
13' (
T
Y
P
.
)
20'
(
T
Y
P
.
)
ACCESSIBLE ICON (SEE NOTE 3)
NOTES:
1.ALL DIMENSIONS SHALL BE IN
ACCORDANCE WITH ADA STANDARD
AND CURRENT ZONING AND SITE
REGULATIONS.
2.PARKING SPACE LENGTH SHALL BE
20'.PAINTED ACCESSIBLE LOGO TO
BE IN ACCORDANCE WITH NEW
YORK STATE LAW.
3.SLOPE OF PAVEMENT SURFACE IN
HANDICAP PARKING AREA SHALL
NOT EXCEED 2% IN ANY
DIRECTION.
4.SEE DRAWING C-1.10 FOR ACTUAL
LOCATION OF SIGNAGE.
VAN-ACCESSIBLE LOADING ZONE:
STRIPING SHALL BE 4" WIDE, BLUE
AND SHALL BE 2'-6" O.C., TYP.
13' (
T
Y
P
.
)
13' (
T
Y
P
.
)
N
O
P
A
R
K
I
N
G
ANYTI
M
E
2" BEDDING COURSE; 1/2" - 3/8"
WASHED FRACTURED OPEN
GRADED STONE #89 AGGREGATE
PERMEABLE PAVER, TYPE AND
COLOR TBD
JOINT FILLING MATERIAL; #89
AGGREGATE WASHED FRACTURED
AND OPENGRADED
2" CHOKER COURSE; 3/4" WASHED
FRACTURED OPEN GRADED STONE
#57 AGGREGATE
18" RESERVOIR WITH 40% VOIDS; 1-1/2" -
3" CLEAN FRACTURED OPEN GRADED
STONE #2 AGGREGATE
WOVEN GEOTEXTILE FABRIC
SUBGRADE
12 PERMEABLE PAVER DETAIL
SCALE: N.T.S.
C-5.10
11
CONSTRUCTION DETAILS
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
7/8/2025
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 11
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE. THE
CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE
COMMENCING ANY WORK AND SHALL PRESERVE EXISTING
UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRAWING
TITLED "S22-180 LaTerra xm" BY THOMPSON FLEMING LAND
SURVEYORS P.C. ON 8 DECEMBER 2022.
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
25001
VINCENT & KATHERINE LATERRA
COTTAGE ST & PARK PLACE
SARATOGA SPRINGS, NY 12866
LATERRA
CONDOMINIUMS
3/17/25 PERMITS & APPROVALS
6/26/25 PERMITS & APPROVALS
7/9/25 PERMITS & APPROVALS
C-5.119
PERENNIALS - SEE SHEET C-4.10 FOR
TYPE AND LOCATION OF PLANTING
2" SHREDDED HARDWOOD BARK MULCH
AROUND PERENNIALS AND GRASS SPRIGS
SUBSOIL
12" PLANTING SOIL MIX IN ALL PERENNIAL
BEDS PLACED IN 6" LIFTS (TYP.)
SHOVEL CUT AT EDGE
OF PLANTING BED
2 PERENNIAL & GRASS PLANTING DETAIL
SCALE: N.T.S.
6"
MIN.
6"
4"
NOTES:
1.COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1
"AMERICAN STANDARD FOR NURSERY STOCK"
2.SHRUB ALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO
PREVIOUSLY EXISTING GRADE.
MULCH BED - PLACE 3" SHREDDED
HARDWOOD BARK MULCH AROUND ALL
SHRUBS
3" MULCH OVER 3" LIP OF TOPSOIL
TO FORM SAUCER
CUT AND REMOVE BURLAP
FROM TOP ONE THIRD OF
SHRUB BALL
PREPARED TOPSOIL IN 6"
LIFTS
SCARIFY COMPACTED SUB-SOIL
TO A DEPTH OF 4"
PRUNE TO REDUCE FOLIAGE BY ONE THIRD.
ALWAYS PRUNE TO NODE OR CROTCH.
NEVER CUT LEADER. RETAIN NATURAL
CHARACTER OF SHRUB.
1 BALLED & BURLAPPED DETAIL
SCALE: N.T.S.
HOSE
ARBORTIE
STAKES 2" TO 2-1/2" DIA. OR SQ. 8' LONG
USE 3 STAKES FOR OVER 2" CAL. 2
STAKES FOR 2" AND UNDER CAL.
WRAP: REMOVE TREE WRAP IF ANY
EXISTS, DO NOT ADD TREE WRAP
PLANTING MIX SAUCER
3" MULCH MAX.
REMOVE ALL SYNTHETIC, STRING, BURLAP,
AND OTHER MAN-MADE MATERIAL FROM THE
ROOT BALL. THE WIRE BASKET SHOULD BE
FOLDED DOWN SEVERAL INCHES AS LONG AS
THIS DOES NOT DAMAGE THE ROOT BALL.
THE TREE PIT WILL BE DUG TO 3X THE DIAMETER
OF THE ROOT-BALL WHERE PRACTICAL OR MIN.
OF 2X THE ROOT-BALL DIAMETER.
UNDISTURBED SUBGRADE
NOTES:
1.FILL THE TREE PIT WITH WATER AND ALLOW IT TO
COMPLETELY PERCOLATE BEFORE PLANTING OR BACKFILLING.
2.REMOVE ALL CONSTRUCTION DEBRIS, ROCKS AND LARGE
STICKS BEFORE AND DURING BACKFILLING.
3.BACKFILL WITH THE SOIL THAT WAS REMOVED (UNLESS
PLANTING IN HEAVY CLAY OR USING STRUCTURAL SOILS).
4.BACKFILL WILL OCCUR IN 4"-6" LIFTS WATERING BEFORE
ADDITIONAL FILL IS ADDED.
5.REFER TO THE URBAN & COMMUNITY FOREST MASTER PLAN
FOR THE D.B.H (DIAMETER AT BREAST HEIGHT) AND THE
TREE SPECIES.
6.ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE
FOLLOWING INFORMATION, TO BE APPROVED BY THE CITY OF
SARATOGA SPRINGS:
BOTANICAL NAME HEIGHT OR
COMMON NAME TRUNK DIA.
TOTAL QUANTITY SPACING
FINISHED GRADE
3 CITY OF SARATOGA SPRINGS TREE PLANTING DETAIL
SCALE: N.T.S.
12"
NOTES:
1.INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED
WITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC
WORKS. (USE 120V POWER)
2.THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING
CONNECTION CHARGES FROM NATIONAL GRID. THE CITY OF
SARATOGA TAKES OVER THE LIGHT ONCE CONNECTED.
3.ELECTRIC SERVICES: SWEEPS AT CONCRETE BASES AND
BETWEEN BASES USE 2" SCHEDULE 40 PVC NON-METALLIC
CONDUIT, UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC
IS REQUIRED. FOR WIRE: THHN COPPER STRANDED NUMBER 6
COLORED RED, WHITE, AND GREEN. LIGHTS ARE WIRED 120
VOLTS. PROVIDE A SEPARATE HANDHOLE, SYNERTECH
SYN122112HH02, TO BE OWNED BY THE CITY FOR THE
DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX
AT THE BEGINNING OF SERVICE. PROVIDE AND INSTALL (1) 58INCH COPPER GROUND ROD IN HANDHOLE. WIRE AND CONDUIT
FROM THE HANDHOLE TO POLE OR BOX PER NATIONAL GRID'S
STANDARDS. IF CONNECTING ONLY ONE LIGHT PROVIDE
WATERTIGHT FUSEHOLDER. FERRAZ SHAMUT FEB-21-21 1P 600V
WITH 5 AMP FUSE WITH INSULATOR BOOTS PART FRZ FSB1 IN
HANDHOLE FOR FUSING THE POWER WIRE. IF CONNECTING MORE
THAN ONE LIGHT PUT A 30 AMP FUSE IN WATERTIGHT FUSE
HOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDER,
BUSSMAN HEB-AA FUSEHOLDER WITH 5 AMP FUSE, IN THE BASE
OF EACH LAMP. RUN #12 THHN COPPER, (RED, WHITE, AND
GREEN) FROM BASE TO TOP OF LIGHT. USE POLARIS
CONNECTORS FOR CONNECTIONS IN HANDHOLE AND IN BASE OF
LIGHTS. THE LIGHT IS TO BE MOUNTED DIRECTLY ONTO
CONCRETE BASE USING FENDER WASHERS, 2 INCH OD 12 INCH ID
AND 18 INCH THICKNESS, AND LOCK WASHER.
12
'
-
0
"
14
'
-
8
34"
4"-3" DIA. TAPERED POLE .125
WALL THICKNESS 6063-T6
STRUCTURAL GRADE ALUMINUM
POLE WELDED FOR SINGLE UNIT
CONSTRUCTION
CAST ALUMINUM FINIAL AND
ROOF SAME FINISH AS POLE
4ARC22T5-MDL03 LED: 64 WATT
2200 COLOR TEMPERATURE,
TYPE 5 DISTRIBUTION, 120-277
VOLT DIMMABLE DRIVER
ACRYLIC ACORN LENS
5T TWIST LOCK FITTER
DRIVER COMPARTMENT
ELETRONIC PHOTOCELL
(STREET SIDE)
ACCESS DOOR
17" DIA. BASE, .750 FLOOR
THICKNESS FOUR ANCHOR
BOLTS AND ONE GROUND STUD
BLACK FINISH
FINISH GRADE
34" CHAMFER
ZINC PLATED ANCHOR
BOLT ASSEMBLY PER
MANUFACTURER'S
RECOMMENDATIONS
2" PVC SCHEDULE 40
NO DIRECT BURIAL
GROUND ROD PER N.E.C.
4000 PSI CONCRETE BASE
WITH SONOTUBE FIBER
FORM 20" DIA.
UNDISTURBED SUBGRADE
OR COMPACTED TO 90%
STANDARD PROCTOR20"
4'
-
0
"
M
I
N
.
B
E
L
O
W
FI
N
I
S
H
G
R
A
D
E
24
"
M
I
N
.
3"
17" DIA. BASE, 12" DIA. BOLT
CIRCLE, DIAMOND PATTERN,
FOUR 12" X 18" ANCHOR BOLTS
STREET PHOTOCELL
ACCESS DOOR
CATALOG NUMBER:
PT-D650SRLED-5T-4AR22T5-MDL03-A-PEC/4212T4/BK6CITY OF SARATOGA LIGHT POLE AND BASE
SCALE: N.T.S.
SEEDED LAWN. SEED MIX AS
SPECIFIED. STABILIZE ALL
SLOPES EQUAL TO OR GREATER
THAN 3:1 WITH HYDROSEED
APPLICATION OF "FLEXTERRA"
BONDED FIBER MATRIX, OR
EQUAL
6" LOAM TOPSOIL
FREE DRAINING
FILL SOIL OVER
BEDROCK
EXISTING BEDROCK
12
"
4 SEEDED AREA DETAIL
SCALE: N.T.S.
6"MI
N
.
2'-6"x2'-6"
FINISH GRADE.
BACKFILL W/COMPACTED
GRANULAR FILL MATERIAL.
12"Ø HDPE STORM PIPE,
SEE PLANS FOR OUTLET
INV. EL.
PRECAST CONC. CATCH BASIN
SUITABLE FOR H20 VEHICULAR
LOADING.
4"
2'
-
6
"
S
U
M
P
CRUSHED STONE.
UNDISTURBED SOIL.
12"Ø HDPE STORM
PIPE, SEE PLANS
FOR INLET INV. EL.
STORM DRAIN PIPING.
GROUT TO CATCH BASIN
FOR WATERTIGHT SEAL.
(TYP.)
4"
RIM EL. SEE PLANS
PRECAST CONCRETE
EXTENSION RINGS TO
GRADE, AS REQ'D
NEENAH FOUNDRY R-2557
FRAME & GRATE, OR
APPROVED EQUIVALENT,
U.N.O. ON PLANS.
7 CATCH BASIN DETAIL
SCALE: N.T.S.
D
WATER M
A
I
N
SANITA
R
Y
O
R
S
T
O
R
M
S
E
W
E
R
SANITA
R
Y
O
R
S
T
O
R
M
S
E
W
E
R
18" MIN. TOP OF
WATER MAIN TO
INVERT OF
SANITARY OR
STORM SEWER
ONE FULL
L
E
N
G
T
H
1/2 L
18" MIN. TOP OF
SEWER TO BOTTOM
OF WATER MAIN.
NOTES
1.IF 18" VERTICAL CAN NOT BE
ACHIEVED AT LOCATIONS OF
WATER MAIN & SEWER
CROSSINGS,CONTRACTOR SHALL
CONSTRUCT EITHER OF THE
FOLLOWING OPTIONS.
1.CONSTRUCT SANITARY SEWER OF
PVC PRESSURE PIPE MATERIAL 10'
ON EACH SIDE OF THE WATER
MAIN/STORM SEWER AND TEST
SANITARY SEWER AT150 PSI
PRESSURE.
2.ENCASE SEWER PIPE IN CONCRETE,
4' DISTANCE ON EACH SIDE OF
WATER/ STORM SEWER CROSSING.
CONCRETE ENCASEMENT SHALL BE
MINIMUM 6" ALL AROUND PROPOSED
SEWER PIPE.11 WATER SEWER SEPARATION DETAIL
SCALE: N.T.S.
PAVED AREASUNPAVED AREAS
1
1
BURIED TRACER WIRE/WARNING TAPE
COMPACTED BACKFILL
CLEAN SAND OR GRAVEL MATERIAL
SHALL BE CLEANED OF ROCK
GREATER THAN 1" IN DIAMETER.
BEDDING SAND
PIPE, CENTERED IN TRENCH,
SEE PLANS FOR SIZE
CENTERED IN TRENCH, SEE
PLANS FOR SIZE AND TYPE
TOPSOIL & SEED
PAVEMENT
SUBBASE
18" MIN. HAND TAMPED
4" BEDDING HAND TAMPED
UNDISTURBED SOIL
1'
-
0
"
5'
-
0
"
M
I
N
.
(
W
A
T
E
R
)
4'
-
0
"
M
I
N
.
(
S
E
W
E
R
)
1'
-
6
"
D
D+2'-0" MAX.
D+1'-0" MIN.
10 PIPE TRENCH DETAIL
SCALE: N.T.S.
45° OR 30° BEND
AS REQUIRED
SLOPE 2% MIN. TO 10% MAX
FL
O
W
45° OR 30° BEND AS REQUIRED
PIPE BEDDING AS REQUIRED
FLOW
4
5
°
UNDISTURBED SUBGRADE
CL
8"Ø SCH. 40 PVC SEWER LATERAL
10"Ø MUNICIPAL SEWER MAIN
45° SCH. 40
PVC WYE
CL
9 SANITARY SEWER CONNECTION DETAIL
SCALE: N.T.S.
8 DROP CURB DETAIL
SCALE: N.T.S.
DROP
C
U
R
B
SECTI
O
N
O
F
C
U
R
B
MIN. D
R
I
V
E
W
A
Y
W
I
D
T
H
=
1
0
'
MAX. W
I
D
T
H
=
2
5
%
O
F
F
R
O
N
T
A
G
E
STREET
5'-0"
5'-0"
1-1/2" REVEAL (MAX.)
TAPER CURB
6" CONCRETE CURB
EXPANSION JOINT
(FULL DEPTH OF CONCRETE)
R10'
R10'CONCRETE DRIVEWAY
CONCRETE APRON
EXPANSION JOINT
ASPHALT WARP AREA
(BOTH SIDES)
ZINC COATED 4"~
CLASS 52 DIP
MUELLER
RESILIENT WEDGE
TAPPING VALVE
UNEXCAVATED
/UNDISTURBED
EARTH
1/4" PEA STONE
EXIST. WATERLINE. SIZE
TO BE FIELD VERIFIED
BY CONTRACTOR.
STAINLESS STEEL TAPPING
SLEEVE. MUELLER H-304SS
OR APPROVED EQ.
VALVE BOX
12 WATERLINE TAPPING DETAIL
SCALE: N.T.S.
"MEGALUG" MECHANICAL
JOINT RESTRAINT AS
MANUFACTURED BY EBAA
IRON OR APPROVED EQ.
NOTES:
1. TAPPING SLEEVE SHALL NOT BE
INSTALLED WITHIN 3'-0" MIN. OF
JOINTS OR OTHER TAPPING
SLEEVES
2.CONCRETE SHALL NOT
CONTACT BOLTS OR ENDS OF
MECHANICAL JOINT FITTINGS
2'x4' CAST-IN-PLACE
CONC. THRUST
BLOCK. 3,000 PSI
MIN
PAVED SURFACE UNPAVED SURFACE
5 CIP CONC. CURB DETAIL
SCALE: NTS
1/4" RADIUS
SEE PLANS FOR
SURFACE TYPE
CAST-IN-PLACE
CONCRETE CURB
GRAVEL COMPACTED TO
95% STD. PROCTOR
SUBGRADE COMPACTED TO
90% STANDARD PROCTOR
FINISHED GRADE
6"
7"
18
"
6"
NOTE: EXPANSION JOINTS SPACED
ALONG CURB AT 10' O.C. MAX.
CONSTRUCTION DETAILS
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
7/8/2025
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 11
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE. THE
CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE
COMMENCING ANY WORK AND SHALL PRESERVE EXISTING
UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRAWING
TITLED "S22-180 LaTerra xm" BY THOMPSON FLEMING LAND
SURVEYORS P.C. ON 8 DECEMBER 2022.
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
25001
VINCENT & KATHERINE LATERRA
COTTAGE ST & PARK PLACE
SARATOGA SPRINGS, NY 12866
LATERRA
CONDOMINIUMS
3/17/25 PERMITS & APPROVALS
6/26/25 PERMITS & APPROVALS
7/9/25 PERMITS & APPROVALS
C-5.1210
DETECTABLE WARNING AT CURB RAMP
DETECTABLE WARNING AT MEDIAN ISLANDS
DETECTABLE WARNING AT MEDIAN ISLANDS
DETECTABLE WARMING AT FLUSH SURFACES
(BLENDED TRANSITIONS) ADJACENT TO CURB RAMP
TUR
N
I
N
G
LAN
E
ST
R
E
E
T
LANDING
RAMPS
610,
TYP.
610,
TYP.
703 SEE
NOTE 5,
TYP.
DOME,
TYP.
NOTES:
1.NEW CONSTRUCTION: EMBEDDED PERFORMED TEXTURE WARNING DEVICES SHALL BE EMBEDDED IN THE CONCRETE PER NYSDOT ITEM 608.02.
PERFORMED/PRECAST UNITS SHALL BE DETECTO-TILE AS MANUFACTURED BY MEXCON INC. OF WORCESTER, NY OR SIMILAR PRODUCT APPROVED BY
NYSDOT.
2.WHERE TEXTURE WARNING DEVICES MUST BE RETROFIT, PREFORMED DEVICES SHALL BE INSTALLED PER NYSDOT ITEM 608.01.
3.THE DETAILS PROVIDED ARE NOT DRAWN TO SCALE, THE QUANTITY OF DOMES DEPICTED ON THE DETECTABLE WARNING FIELD (THE DOMES AND THE
ENTIRE 310MM LEVEL SURFACE IS FOR ILLUSTRATION ONLY.)
4.THE SIZE OF THE DETECTABLE WARNING FIELD SHALL BE 310MM IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OF THE CURB
RAMP OR FLUSH SURFACE EXCLUSIVE OF SIDE FLARES.
5.LOCATION OF DETECTABLE WARNINGS SHALL BE LOCATED SO THAT THE EDGE OF THE WARNING FIELD NEAREST TO THE ROADWAY OR STREET
SURFACE IS 150MM TO 250MM (305 WHERE TRAVERSABLE CURB IS USED) FROM EDGE OF ROADWAY/STREET, OR FROM THE FRONT OF THE DROPPED
CURB, WHERE A DROPPED CURB CONTINUES ACROSS THE BOTTOM OF THE SIDEWALK CURB RAMP.
6.DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL.
7.THE DETECTABLE WARNING FIELD SHALL VISUALLY CONTRAST WITH THE ADJOINING CURB RAMP, OR OTHER ADJACENT WALKWAY SURFACES WHERE
THERE IS NO CURB RAMP, EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT AS DEFINED IN THE AMERICANS WITH DISABILITIES ACCESSIBILITY GUIDELINES
(A.S.A.A.G. SECT. 1100).
8.OMIT DETECTABLE WARNINGS WHERE THERE WILL BE LESS THAN 610MM OF SPACE BETWEEN THE DETECTABLE WARNING FIELDS.
1 DETECTABLE TEXTURE WANRING DETAILS
SCALE: N.T.S.
50-65% OF BASE DIA.
23-36MM
61
0
M
M
1"
M
I
N
.
FULL RAMP OR FLUSH
SURFACE WIDTH, TYP.
FULL RAMP WIDTH
2 WOODEN FENCE DETAIL
SCALE: NTS
SPACED 4'-0" O.C.
6'
-
0
"
2'
-
0
"
10"
1X6, FASTEN TO 2X4
WITH (2) #8 GALV. NAILS
AT EA. CONNECTION
2X4
4X4 POST
FASTEN 2X4 TO 4X4
POSTS WITH (2) #16D
GALV. NAILS
AT EA. ATTACHMENT
4'
-
0
"
SP
A
C
E
D
1'
-
5
"
O
.
C
.
FINISHED GRADE
MINIMALLY
IMPACTED
SUBGRADE
1"
S
P
A
C
E
2"
B
A
C
K
F
I
L
L
CONCRETE
3 CONCRETE RETAINING WALL WITH THIN VENEER DETAIL
SCALE: N.T.S.
4'
-
0
"
M
I
N
.
OR
T
O
B
E
D
R
O
C
K
T.B.D.
T.B.D.
T.
B
.
D
.
8'
-
0
"
M
A
X
.
REINFORCEMENT T.B.D
1'-0".
REINFORCEMENT T.B.D
2X4 SHEER KEY
2"
CL
(TYP.)
REINFORCEMENT T.B.D
2" CL
3"
C
L
REINFORCEMENT T.B.D
SELECT STRUCTURAL FILL
CONFORMING WITH NYSDOT SPEC.
SECTION 203 COMPACTED TO 95%
MODIFIED PROCTOR DENSITY.
FINISH GRADE. SEE
PLANS FOR ELEVATIONS
AND FINISH.
STONE VENEER
FACING. SHELF
THICKNESS @ FF
WALL AS REQUIRED
PER VENEER
MANUFACTURER'S
SPECIFICATIONS
FINISH
GRADE
4"Ø PERF. WALL DRAIN WITH
MIN. 12" THICK LAYER OF
CRUSHED STONE WRAPPED IN
GEOTEXTILE FABRIC. SLOPE
DRAIN TO DAYLIGHT.
EMBED FENCE
POSTS MIN. 3'-0"
METAL FENCE POST
3-1/4"3-1/4"
STONE OR CIP
CONC. CAP
1" OVER HANG
NOTE:
1. STONE TYPE AND COLOR TO MATCH BUILDING ARCHITECTURAL STONE
4 DECORATIVE METAL FENCE DETAIL
SCALE: NTS
CL
72" +/- 1"
3 3/4" TYP.
32
-
3
/
4
"
4'
-
0
"
3'
-
0
"
M
I
N
.
E
M
B
E
D
M
E
N
T
7-
5
/
8
"
7'
-
5
/
8
"
CL
1" X 1" X 0.062" BLACK
ALUMINUM WALL PICKET
2-1/2" X 2-1/2" X 0.100"
BLACK ALUMINUM POST
1-5/8" X 1-5/8" X 0.100" BLACK
ALUMINUM HORIZONTAL RAIL
(TYP.)
CIP CONC. RETAINING WALL
CONSTRUCTION DETAILS
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON,
UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND
SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP
OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED
PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION
"ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH
ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION.
7/8/2025
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 11
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
"DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE. THE
CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE
COMMENCING ANY WORK AND SHALL PRESERVE EXISTING
UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN
THIS PLAN SET.
MAP INFORMATION:
BASE MAP INFORMATION OBTAINED FROM A DRAWING
TITLED "S22-180 LaTerra xm" BY THOMPSON FLEMING LAND
SURVEYORS P.C. ON 8 DECEMBER 2022.
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
25001
VINCENT & KATHERINE LATERRA
COTTAGE ST & PARK PLACE
SARATOGA SPRINGS, NY 12866
LATERRA
CONDOMINIUMS
3/17/25 PERMITS & APPROVALS
6/26/25 PERMITS & APPROVALS
7/9/25 PERMITS & APPROVALS
C-5.1310
CONTROL WIRING TO PUMP ALARM & CONDUITS FOR POWER SUPPLY AND
1'-0"
MIN.
UNDISTURBED SOIL.
PUMP OFF
2'
-
3
"
6"
MI
N
.
PUMP ON
FLOAT WIRE BRACKET.
CONTROLLER PANEL IN BLDG.
NEMA 4 JUNCTION BOX MOUNTED ON
EFFLUENT PUMP
INTERNAL
DIM.
(SEE NOTE 2)
MUNICIPAL STORM SYSTEM
3"Ø HDPE PIPE FORCE MAIN
PPT POST OR ON BUILDING WALL2'-0" ABOVE GRADE.
6"
MI
N
.
4'
-
0
"
M
I
N
.
#2 CRUSHED STONE
PLACED ON AND WRAPPED
WITH GEOTEXTILE FABRIC.
CHECK VALVE
VALVE, (TYP.).HOLE ABOVE CHECKDRILL 1/4"Ø BLEED
SEAL, (TYP.).GROUT FOR WATERTIGHT
SCH. 80 PVC TO HDPEPIPE ADAPTER.
30"Ø MANHOLE COVER AND
FRAME. NEENAH MODEL
R-1557 (HEAVY DUTY).
PRECAST CONC. GRADE
RINGS AS REQ'D.
SLIDE RAILS.
SECTION
ALARM ON & 2ND PUMP ON
8"
PLAN
8"
12"Ø HDPE STORM PIPE FROM
CATCH BASIN
12"Ø HDPE FROM
CATCH BASIN
INV. EL = 301.80'
30"Ø OPENING,
(TYP.)
3"Ø HDPE PIPE TO
CATCHBASIN
2,500 GAL. PRECAST.
CONC. SEPTIC TANK.
3"Ø SCH. 80 45° WYE.
3"Ø SCH. 80 45° ELBOW.
3"Ø SCH. 80 PIPE, (TYP.).
GROUT PIPE OPENINGS FOR
WATERTIGHT SEAL.
SLIDE RAILS, (TYP.).
GLOBE VALVE, (TYP.).
EFFLUENT PUMP, (TYP.).
3"Ø SCH. 80 PVC DISCHARGE
PIPE
SEE NOTES FOR
STRUCTURE
TYPE.
DISCONNECT.
GLOBE VALVE
6'
-0
"
12'-0"
2"Ø SCH. 40 PVC VENT PIPE. EXTEND
PIPE TO BUILDING, 2'-0" ABOVE THE ROOF
LINE. PROVIDE RAIN CAP.
DI
M
.
"
A
"
(S
E
E
T
A
B
L
E
)
DI
M
.
"
C
"
(S
E
E
T
A
B
L
E
)
DI
M
.
"
B
"
(S
E
E
T
A
B
L
E
)
FLOAT SWITCH
SCHEDULE
DIMENSION "A"24 IN.
1,078 GAL.
DIMENSION "B"2 IN.
90 GAL.
DIMENSION "C"3.5 IN.
157 GAL.
NOTE: THE USE OF A RECTANGULAR PRECAST CONCRETE 1,000 GALLON CAPACITY SEPTIC TANK,AS MANUFACTURED BY THE FORT MILLER COMPANY IS ASSUMED. THE SEPTIC TANK SHALL BENON-TRAFFIC OR TRAFFIC TYPE AS INDICATE IN THIS SCHEDULE. ASSUMED INTERNAL LENGTHAND WIDTH DIMENSIONS OF NON-TRAFFIC TYPE ARE 8'-2 1/2" X 4'-6 1/2" RESPECTIVELY. ASSUMEDINTERNAL LENGTH AND WIDTH DIMENSIONS OF NON-TRAFFIC TYPE ARE 3'-7" X 7'-6"RESPECTIVELY. NOTIFY THE ENGINEER IMMEDIATELY IF ACTUAL DIMENSIONS FOR THESTRUCTURES DIFFER FROM THESE VALUES.
NOTES:
1.PUMPING STATION IS SHOWN
AS DIAGRAMMATIC ONLY.
STORMWATER PUMP NOTES:
1.THE PUMP TANK SHALL BE A PRECAST CONCRETE NON-TRAFFIC
TYPE 2,500 GAL. SEPTIC TANK WITHOUT SANITARY TEES OR
BAFFLES AT INLETS AND OUTLETS. MINIMUM TANK CAPACITY
SHALL BE AS SHOWN. SET TANK LEVEL ON NO. 2 CRUSHED STONE
AS INDICATED. THE EXTERIOR SURFACES OF THE TANK SHALL BE
THOROUGHLY COATED WITH THE MANUFACTURERS STANDARD
WATERPROOFING COATING
2.THE WATER PUMP SHALL BE A GOULDS WATER TECHNOLOGY
SEWAGE PUMP MODEL 3888D3, 7.5 HP, THREE PHASE, 230 VOLT OR
APPROVED EQUIVALENT.
3.FLOAT CONTROL SWITCHES SHALL BE GOULDS WATER
TECHNOLOGY PIGGYBACK VERTICAL FLOAT SWITCH, FIRMLY
MOUNTED TO THE PUMP PIT STRUCTURE.
4.PUMP CONTROL PANEL SHALL BE A GOULDS SIMPLEX ELECTRICAL
CONTROL PANEL UNIT, OR EQUIVALENT, INCLUDING NEMA 4X
WATERTIGHT ENCLOSURE, AUDIBLE AND VISUAL ALARMS FOR LOW
WATER, RUN INDICATOR LIGHTS, AND MANUAL OPERATION
SWITCHES, PUMP CONTROL PANEL SHALL BE INSTALLED IN A
CONSPICUOUS LOCATION WITHIN BUILDING OR ON A PPT POST
PROXIMAL TO PUMP STATION.
5.ALL ELECTRICAL WIRING SHALL BE IN STRICT ACCORDANCE WITH
THE NATIONAL ELECTRIC CODE AND STATE AND LOCAL
REQUIREMENTS. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE
40 PVC CONDUIT WITH APPROPRIATE FITTINGS.
6.PRESSURIZED PIPING SHALL BE A 3"Ø SDR II HDPE PIPE (PRESSURE
RATING OF 160 PSI) WITH GASKETED JOINTS AND FITTINGS. FORCE
MAIN PIPING SHALL BE INSTALLED TO DRAIN BACK FROM THE
MUNICIPAL SYSTEM TO THE PUMP STATION WITHOUT SAGS OR
HUMPS.
3"Ø SCH. 80 PVC TO
HDPE PIPE ADAPTER
900 MM X 900 MM PAVINGS GS 120 ACCESS COVER
D400 RATED AS MANUFACTURED BY ACO INDUSTRIES.
INSTALL PER MANUFACTURERS INSTRUCTION
INV.EL = 304.52'
1 DUPLEX PUMP STATION DETAIL
SCALE: N.T.S.
1'
-
0
"
2 CONCRETE RETAINING WALL WITH THIN VENEER DETAIL
SCALE: N.T.S.
4'
-
0
"
M
I
N
.
OR
T
O
B
E
D
R
O
C
K
T.B.D.
T.B.D.
T.
B
.
D
.
4'
-
5
"
M
A
X
.
REINFORCEMENT T.B.D
1'-0".
REINFORCEMENT T.B.D
2X4 SHEER KEY
2"
CL
(TYP.)
REINFORCEMENT T.B.D
2" CL
3"
C
L
REINFORCEMENT T.B.D
SELECT STRUCTURAL FILL
CONFORMING WITH NYSDOT SPEC.
SECTION 203 COMPACTED TO 95%
MODIFIED PROCTOR DENSITY.
FINISH GRADE. SEE
PLANS FOR ELEVATIONS
AND FINISH.
STONE VENEER
FACING. SHELF
THICKNESS @ FF
WALL AS REQUIRED
PER VENEER
MANUFACTURER'S
SPECIFICATIONS ON
ALL EXPOSED SIDES
FINISH
GRADE
4"Ø PERF. WALL DRAIN WITH
MIN. 12" THICK LAYER OF
CRUSHED STONE WRAPPED IN
GEOTEXTILE FABRIC. SLOPE
DRAIN TO DAYLIGHT.
3-1/4"
2'
-
6
"
M
A
X
.
STONE OR CIP CONC. CAP
1" OVER HANG EACH SIDE