HomeMy WebLinkAbout20260708 269 Broadway Site Plan Review Plans - Submission Set269 BROADWAY
269 BROADWAY
SARATOGA SPRINGS NY 12866
CÄ000 COVER SHEET
CÄ010 MASTER NOTES
CÄ020 EXISTING CONDITIONS
CÄ030 STAGING PLAN
CÄ031 DEMOLITION EROSION
SEDIMENT CONTROL PLAN
CÄ110 LAYOUT MATERIALS PLAN
CÄ111 ROOFTOP LAYOUT
MATERIALS PLAN
CÄ112 COURTYARD LAYOUT
MATERIALS PLAN
CÄ113 BASEMENT/GARAGE LAYOUT
PLAN
CÄ210 GRADING DRAINAGE PLAN
CÄ211 ROOFTOP GRADING PLAN
CÄ212 COURTYARD GRADING PLAN
CÄ310 UTILITY PLAN
CÄ10 OVERALL PLANTING PLAN
CÄ11 ROOFTOP PLANTING PLAN
CÄ12 COURTYARD PLANTING PLAN
CÄ20 LIGHTING PLAN
CÄ10 CONSTRUCTION DETAILS
CÄ11 CONSTRUCTION DETAILS
CÄ12 CONSTRUCTION DETAILS
APPROVAL SET
DOCUMENTS
DATE:
8/13/2026
TAX MAP ID: 16Ä1Ä
ZONING DISTRICT: URBAN CORE DISTRICT
TÄ6
LOT SIZE: 018 ACRES
PROJECT LOCATION
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PROJECT LOCATION CITY OF SARATOGA PLAN NOTESPREPARED FOR
SHEET INDEX
ZONING STATISTICS
PROJECT TEAM
269 BROADWAY SARATOGA LLC
CONTACT: VINCENT LATERRA
VINCENTLATERRA"GOPRIMEGROUPCOM
18 61Ä02
CIVIL ENGINEER/LANDSCAPE ARCHITECT:
STUDIO A ^ LANDSCAPE ARCHITECTURE
ENGINEERING DPC
WARREN STREET
SARATOGA SPRINGS NY 12866
CONTACT: MATTHEW HUNTINGTON PE/ -IRSTEN CATELLIER RLA
PHONE: 180030
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COVER SHEET
CÄ000
1
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
E CON
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RE3UIRED PROPOSED
FRONT YARD
SETBAC-0 MIN Ä 12 MAX 00
SIDE YARD SETBAC-0006
REAR YARD SETBAC-000
MAX BLDG HEIGHT 0 MAX
BROADWAY
MAX
HAMILTON
6890
BROADWAY
230
HAMILTON
MIN BUILD OUT
ABUTTING ANY
PUBLIC ROW
8099
PAR-ING SPACES EXEMPT SPACES
LIFTS
1 SPACES
BICYCLE SPACES
11 TOTAL SPACES
RE3UIRED
AT LEAST 8 MUST BE
LONG TERM
11 LONG TERM SPACES
IN GARAGE
1ALL WOR- MUST CONFORM TO ALL FEDERAL STATE AND CITY CODES
SPECIFICATIONS ORDINANCES RULES AND REGULATIONS
2THE ELEVATION BASE FOR CONTOURS AND BENCHMAR-S ARE TO BE BASED ON
THE NATIONAL GEODETIC VERTICAL DATUM 1929
3APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE
WOR- TO THE CITY ENGINEER FOR REVIEW AND APPROVAL LETTER OF CREDIT
FUNDS MUST BE POSTED WITH THE CITY PRIOR TO PLANNING BOARD CHAIR
SIGNATURE ON FINAL PLANS
THE CONTRACTOR MUST SET UP A PREÄCONSTRUCTION MEETING WITH THE CITY
ENGINEER PRIOR TO ANY CONSTRUCTION CONSTRUCTION INSPECTIONS BY A
DESIGNATED REPRESENTATIVE OF THE APPLICANT ARE RE3UIRED THE COST OF
CONSTRUCTION INSPECTIONS IS THE RESPONSIBILITY OF THE
APPLICANT/DEVELOPER
ALL PROPOSED EASEMENTS OR RIGHTÄ OFÄ WAY DEDICATIONS MUST BE
VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION
6THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN
ACCOMMODATES THE TURNING MOVEMENTS OF ANY FIRE TRUC- THAT THE FIRE
DEPARTMENT DESIGNATES
THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE
DEPARTMENT OF PUBLIC WOR-S FOR ANY WOR- WITHIN THE STREET OR RIGHT
OF WAY OF ANY CITY STREET ROAD OR ALLEY
8CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT IF BLASTING IS
RE3UIRED
9ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO
PREVENT TRAC-ING OR FLOWING OF SEDIMENT OR DEBRIS ONTO THE PUBLIC
RIGHT OF WAY ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO
APPLY
10ALL REFUSE DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE
LEGALLY DISPOSED OF OFF SITE BY THE CONTRACTOR PRIOR TO SUBMISSION OF
THE ASÄBUILT DRAWINGS
11NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WOR- HAS
BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS ALL DISTURBED
SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED AND AN ASÄBUILT
DRAWING HAS BEEN PREPARED IN ACCORDANCE WITH THE RE3UIREMENTS OF
THE CITY ENGINEERPROJECT VICINITY MAP SCALE: 1 10
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MASTER NOTES
CÄ010
2
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
SITE PREPARATION DEMOLITION NOTES:
1CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND SUBSURFACE CONDITIONS
PRIOR TO THE START OF WOR- COORDINATE ALL UTILITY RE3UIREMENTS AND WOR- WITH THE
APPROPRIATE UTILITY PROVIDER NOTIFY OWNERS REPRESENTATIVE OF ANY AND ALL
DISCREPANCIES
2ALL REFUSE DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED MATERIALS THAT ARE NOT
TO BE STOC-PILED FOR LATER USE ON THE PROJECT OR DELIVERED TO THE OWNER SHALL BE
LEGALLY DISPOSED OF OFFÄSITE BY THE CONTRACTOR IN A TIMELY FASHION SO AS NOT TO
DISRUPT PROGRESS AND TO ENSURE SAFE SITE CONDITIONS
3CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY ITEMS -NOWN TO CONTAIN HAZARDOUS
MATERIALS OR SUBSTANCES CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF
HAZARDOUS MATERIALS OR SUBSTANCES DISCOVERED DURING THE COMPLETION OF SPECIFIED
WOR-
CONTRACTOR SHALL STRIP AND STOC-PILE 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 OWNERS
REPRESENTATIVE
THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONDITIONS AND WHICH ARE
OUTSIDE THE LIMIT OF WOR-
6CONTRACTOR 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 RE3UIRED AS A RESULT OF DEFICIENT PROTECTION MEASURES
THE CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES
WHERE APPLICABLE WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED
COSTS
8ALL 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
9CONTRACTOR SHALL BE RE3UIRED TO SECURE ALL PERMITS THAT MAY BE RE3UIRED FROM ALL
JURISDICTIONS AFFECTED BY THIS WOR-
10CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES NOT TO BE REMOVED
EROSION SEDIMENT CONTROL NOTES:
1ALL EXPOSED SOIL DISTURBANCE SHALL BE IN ACCORDANCE WITH THE NYS DEC
RE3UIREMENTS 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
2THE CONTRACTOR SHALL LIMIT THE AREA OF CLEARING AND GRUBBING EXCAVATION BORROW
AND EMBAN-MENT OPERATIONS IN PROGRESS COMMENSURATE WITH THEIR CAPABILITY AND
PROGRESS IN -EEPING THE FINISH GRADING AND MULCHING SEEDING AND OTHER TEMPORARY
AND/OR PERMANENT CONTROL MEASURES IN ACCORDANCE WITH THESE PLANS
3THE CONTRACTOR SHALL DESIGNATE TO THE OWNERS REPRESENTATIVE A 3UALIFIED EROSION
AND SEDIMENT CONTROL SUPERVISOR WITH ADE3UATE TRAINING EXPERIENCE AND AUTHORITY
TO IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES AS PER THE
NYS DEC RE3UIREMENTS
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
ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO
ANY SITE DISTURBANCE THIS INCLUDES GRADING OPERATIONS UTILITY OR STRUCTURE
INSTALL
6SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTED IN
ACCORDANCE WITH NYS DEC RE3UIREMENTS
APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE UNTIL THE
CONTRIBUTING DRAINAGE AREA SERVED IS STABILIZED
8THE CONTRACTOR SHALL PERFORM ALL WOR- FURNISH ALL MATERIALS AND INSTALL ALL
MEASURES RE3UIRED TO REASONABLY CONTROL SOIL EROSION RESULTING FROM
CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT FROM THE
CONSTRUCTION SITE
9THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER
RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES
10ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED AFTER EVERY STORM
EVENT
11THE CONTRACTORS ATTENTION IS DIRECTED TO THE FACT THAT THROUGHOUT THE DURATION
OF THE PROJECT IT WILL BE THE CONTRACTORS RESPONSIBILITY TO PROTECT ALL WATER
COURSES FROM WATER BORNE SEDIMENT OR POLLUTANTS ORIGINATING FROM ANY WOR- DONE
ON OR IN SUPPORT OF THIS PROJECT
12ALL NECESSARY PRECAUTIONS SHALL BE TA-EN 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
LAYOUT AND MATERIAL NOTES:
1VERIFY LOCATION OF ALL WALLS STAIRS AND PATIO AFFECTING SCOPE OF WOR-
2THE LAYOUT OF ALL WOR- FOR THE PROJECT SHALL BE COMPLETED BY A LICENSED SURVEYOR
RETAINED BY THE CONTRACTOR THE ENGINEER TO APPROVE LAYOUT PRIOR TO CONSTRUCTION
3TA-E ALL DIMENSIONS FROM FACE OF DRIVEWAY WALL OR BUILDING
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
REFERENCE TO SCALE IS FOR FULL SIZE DRAWINGS ONLY DO NOT SCALE FROM REDUCED
DRAWINGS
EARTHWOR- AND GRADING NOTES:
1BEFORE ANY LAND CLEARING IS COMPLETED THE CONTRACTOR SHALL ARRANGE A MEETING
ON SITE WITH THE OWNERS 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
2THE 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 PAR-ED WITHIN THE DRIP LINE OR
WHERE DAMAGE MAY RESULT TO TREES TO BE -EPT CONSTRUCTION MATERIALS SHALL NOT
BE STORED BENEATH TREES TO BE -EPT
3ALL 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
ALL PROPOSED GRADES SET IN THE FIELD TO BE COMPLETED BY A NEW YOR- STATE LICENSED
SURVEYOR
ALL AREAS RE3UIRING FILL SHALL BE BROUGHT TO RE3UIRED GRADE IN A MAXIMUM OF 12
COMPACTED LIFTS
6ALL SLOPES 1V:3H AND GREATER SHALL BE STABILIZED WITH SLOPE STABILIZATION MATS
LOCATIONS AND METHODS TO BE APPROVED BY THE OWNERS REPRESENTATIVE
PITCH EVENLY BETWEEN SPOT GRADES ALL PAVED AREAS MUST PITCH TO DRAIN AT A
MINIMUM SLOPE OF ONEÄEIGHTH
18 PER FOOT ANY DISCREPANCIES NOT ALLOWING THIS TO
OCCUR SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE IMMEDIATELY BEFORE
CONTINUING WOR-
8EXCAVATION RE3UIRED 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
9CONTRACTOR SHALL BLEND NEW EARTHWOR- SMOOTHLY INTO EXISTING GRADE PROVIDING
VERTICAL CURVES OR ROUNDINGS AT THE TOP AND BOTTOM OF ALL SLOPES
10DURING 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 WOR- IS COMPLETED AT NO COST TO THE OWNER
11GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE TO PREVENT
PONDING FINISHED SURFACES SHALL BE FREE FROM ANY ABRUPT OR IRREGULAR CHANGES
12EXCAVATION RE3UIRED 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 -IND AT NO ADDITIONAL EXPENSE TO THE
OWNER
13EXCAVATION SHALL BE TO ELEVATIONS INDICATED WITH A TOLERANCE OF PLUS/MINUS 1
1SUBBASE COURSE MATERIAL SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS SECTION 30 TYPE 2 AND SHALL CONFORM TO MIN 9 MODIFIED
PROCTOR DENSITY BAC-FILL MATERIAL SHALL BE COMPACTED ON SITE SOIL MATERIAL
1EMBAN-MENT FILL SHALL CONFORM WITH ALL RE3UIREMENTS OF NYSDOT SPEC SECTION 203
MAXIMUM ALLOWABLE LOOSE LIFTS FOR EMBAN-MENTS SHALL BE 12 INCH AND SHALL BE
COMPACTED TO NOT LESS THAN 9 OF THE MAXIMUM DENSITY AS ESTABLISHED THROUGH
THE STANDARD PROCTOR COMPACTION TEST PER ASTM D698
16MATERIAL STOC-PILES IF RE3UIRED SHALL BE LOCATED WHOLLY WITHIN THE WOR- AREA
ADDITIONAL SILT FENCES SHALL BE PROVIDED AT THE BASE OF ALL STOC-PILES AS DIRECTED
IN THE FIELD BY THE ENGINEER
1ALL 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 ADE3UACY AND STABILITY OF ALL EXCAVATION
SLOPES SHEETING SHORING TRENCH BOXES AND ANY OTHER MEANS RE3UIRED FOR A SAFE
WOR- ENVIRONMENT AND FOR PROTECTION OF ADJACENT ROADWAYS AND OTHER STRUCTURES
ALL EXCAVATION WOR- SHALL COMPLY WITH THE RE3UIREMENTS OF THE FOLLOWING
REGULATORY AGENCIES:
18CRUSHED STONE WHERE CALLED FOR ON THE DRAWINGS SHALL CONFORM TO NYS
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 03Ä02 SIZE
DESIGNATION 2
19ALL 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
20ALL 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
Ä SUBPART 23Ä EXCAVATION OPERATIONS OF NEW YOR- DEPARTMENT OF LABOR INDUSTRIAL
CODE RULE 23
Ä SUBPART P EXCAVATIONS OF THE UNITED STATES DEPARTMENT OF LABOR OSHA
REGULATIONS FOR CONSTRUCTION
Ä ALL OTHER MUNICIPAL COUNTY STATE OR FEDERAL AGENCIES REGULATIONS OR LAWS
PERTAINING TO EXCAVATION SAFETY AS MAY APPLY AT THE WOR- SITE
Ä THE MORE STRINGENT PROVISION IN EACH OF THE ABOVE CODES SHALL APPLY THESE
PROVISIONS SHALL BE CONSIDERED MINIMUM RE3UIREMENTS AND SHALL BE INCREASED IF
NECESSARY TO PROVIDE SAFE WOR-ING CONDITIONS
SANITARY SEWER NOTES:
1ALL WASTEWATER TREATMENT SYSTEM COMPONENTS SHALL BE IN STRICT CONFORMANCE WITH
THE SYSTEM DESIGN INFORMATION INDICATED ON THESE DRAWINGS ALL NYSDEC AND SARATOGA
COUNTY RE3UIREMENTS
2ALL PLUMBING FIXTURES SHALL BE IN COMPLIANCE WITH THE RE3UIREMENTS FOR NEW
STANDARD FIXTURES PER NYSDOH STANDARDS APPENDIX A TABLE 1
3ALL GRAVITY SEWER PIPING SHALL BE SDR 3 PVC PIPE WITH GAS-ETED 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//FT
2 UNLESS OTHERWISE INDICATED
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:
1ALL WATER FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MOST RECENT
RULES REGULATIONS AND CONSTRUCTION STANDARDS OF THE NEW YOR- STATE DEPARTMENT
OF HEALTH AMERICAN WATER WOR-S ASSOCIATION AND THE NEW YOR- STATE DEPARTMENT OF
ENVIRONMENTAL CONSERVATION
2ALL PIPE AND APPURTENANCES SHALL BE APPROVED BY THE NATIONAL SANITATION FOUNDATION
NSF FOR USE WITH POTABLE WATER
3FOLLOWING MATERIALS SHALL BE PROVIDED:
AWATER PIPING:
CEMENT LINED DUCTILE IRON PIPE PUSHÄONÄJOINT TYPE AWWA C10 AND C11
THIC-NESS CLASS 2 20 PSI RATED WITH AWWA C111 RUBBER GAS-ETS AND BRASS
WEDGES OR CONDUCTIVE GAS-ETS
BVALVES:
AWWA C00 RESILIENT WEDGE LEFT TURN OPEN GATE VALVE TYPE NONÄRISING STEM
MECHANICAL JOINT TYPE 200 PSI PRESSURE RATED VALVES SHALL BE AS
MANUFACTURED BY MEULLER
CFITTINGS:
SHORT BODY ZINC COATED DUCTILE IRON MECHANICAL JOINT TYPE FITTINGS AWWA
C110Ä WITH AWWA C111 RUBBER GAS-ETS DUCTILE IRON GLANDS AND STEEL BOLTS
AND NUTS 20 PSI RATED
DTAPPING SLEEVE:
SHALL BE FULL BODY MECHANICAL JOINT DUCTILE IRON OR STAINLESS STEEL FULL
WRAP AROUND MULLER HÄ30 SERIES OR APPROVED E3UIVALENT
Ä ALL VALVES RIGHT HAND OPEN
CLOC-WISE
Ä ALL BOLTS CORÄBLUE TÄBOLTS AND NUTS IN COMPLIANCE WITH AWWA C111
Ä PIPE AND FITTINGS TO BE CEMENT MORTAR LINED PER AWWA C10 STANDARD
THIC-NESS
WATER LINES SHALL BE SEPARATED FROM SANITARY SEWER LINES FOR A MINIMUM HORIZONTAL
DISTANCE OF 10 FT
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
E3UIDISTANT FROM THE CROSSING LOCATION
6MINIMUM COVER OVER WATER LINES SHALL BE Ä0 TO THE CROWN OF THE PIPE
MINIMUM BENDING RADIUS FOR WATER MAIN INSTALLATION SHALL BE 20 FT RESPECTIVELY
8TRACER WIRE SHALL BE A MIN OF 12 AWG COPPER CLAD STEEL W/ MIN 30 MIL HDPE
INSULATION THIC-NESS 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
9COORDINATE WITH THE OWNERS 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
10WATER LINES SHALL BE TESTED IN ACCORDANCE WITH AWWA C600 RE3UIREMENTS
11NEW CLEANED OR REPAIRED WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH THE
LATEST AWWA STANDARDS FOR THE DISINFECTION OF WATER MAINS DESIGNATION C61Ä1 WITH
THE EXCEPTION OF SECTION 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 BAC-FILL CONCURRENT
HYDROSTATIC PRESSURE AND LEA-AGE TESTS SHALL BE PERFORMED IN ACCORDANCE WITH
AWWA C600 THE ENGINEER SHALL BE PRESENT FOR ALL SYSTEM TESTING
12HYDROSTATIC TEST:
·HYDROSTATIC PRESSURE LEA- TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH ASTM
F216
·PERFORM AFTER WATER MAIN PIPE HAS BEEN DISINFECTED AND PRIOR TO BAC-FILL TEST
PRESSURE SHALL BE A MINIMUM OF 10 PSI OR 0 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 COC-S SO THAT AIR CAN BE EXPELLED AS PIPELINE IS
FILLED WITH WATER AFTER AIR HAS BEEN EXPELLED CLOSE CORPORATION COC-S AND
APPLY TEST PRESSURE UPON COMPLETION OF TESTS REMOVE CORPORATION COC-S 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 LEA-AGE 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 OF TARGET PRESSURE
FOR A MINIMUM OF ONE HOUR NO PIPELINE INSTALLATION WILL BE APPROVED WHEN
PRESSURE VARIES BY MORE THAN 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
16LEA-AGE TEST
·PERFORM FOLLOWING SATISFACTORY RESULTS OF A HYDROSTATIC TEST PRIOR TO
BAC-FILL FOR A MINIMUM TWO HOUR DURATION
·SUBJECT PIPE TO ITS RATED PRESSURE
· NO PIPELINE INSTALLATION WILL BE APPROVED WHEN LEA-AGE IS GREATER THAN THAT
DETERMINED BY THE FOLLOWING FORMULA:
L SD
√P /00
L ALLOWABLE LEA-AGE
GALLONS PER HOUR
S LENGTH OF PIPE TESTED
INCHES
D NOMINAL DIAMETER OF PIPE
INCHES
P AVERAGE TEST PRESSURE DURING THE LEA-AGE TEST
PSI
· WHEN LEA-AGE EXCEEDS SPECIFIED ACCEPTABLE RATE LOCATE SOURCE AND REPAIR
ACCORDINGLY REPEAT TEST UNTIL SPECIFIED LEA-AGE RE3UIREMENTS ARE MET
1FIRE SUPPRESSION SYSTEMS IF RE3UIRED SHALL BE DESIGNED BY OTHERS IF WET FIRE
SUPPRESSION SYSTEMS ARE PROPOSED THEY SHALL BE E3UIPPED WITH BAC-FLOW PREVENTION
DEVICES
PLANTING NOTES:
1ALL DEFINED PLANT BEDS SURROUNDING UPPER PATIO LEVEL TO BE MULCHED WITH RIVER
ROC-
2PRIOR TO PLANTING CONTRACTOR SHALL LOCATE VERIFY AND REPORT ANY CONFLICTS OF
EXISTING UTILITY LINES TO THE LANDSCAPE ARCHITECT
3ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE
AMERICAN STANDARD FOR NURSERY STOC- PUBLISHED BY THE AMERICAN ASSOCIATION OF
NURSERYMEN INC AND SHALL BE OF SPECIMEN 3UALITY UNLESS APPROVED OTHERWISE BY
DIRECTORS REPRESENTATIVE
WRITTEN APPROVAL IS RE3UIRED FROM LANDSCAPE ARCHITECT OF ANY PROPOSED
SUBSTITUTIONS OF PLANT MATERIAL CHANGED PLANTS SHALL BE E3UIVALENT FORM HEIGHT
FLOWER COLOR LEAF SIZE BRANCHING CULTURE AND FRUIT
A MINIMUM OF 6 OF SUITABLE TOPSOIL IS RE3UIRED IN AREAS WITH PROPOSED LAWN SEEDING
PRIOR TO SEEDING
6PRIOR TO COMMENCEMENT OF PLANTING STA-E LOCATION OF ALL PLANTINGS FOR APPROVAL
BY LANDSCAPE ARCHITECT
SCHEDULE DELIVERY OF PLANTS ONLY IN REASONABLE TIME AS TO WHEN THEY CAN BE
INSTALLED PLANTS TO BE INSPECTED BY LANDSCAPE ARCHITECT AT DELIVERY
8MAINTENANCE TO BEGIN IMMEDIATELY FOLLOWING INSTALLATION OF PLANT MATERIALS AND
LAWN UNTIL FINAL ACCEPTANCE
9TREES 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
10PLANT MATERIAL 3UANTITIES TO BE PROVIDED BY CONTRACTOR AS SHOWN ON DRAWINGS
11UNLESS NOTED ON PLANT LIST PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN
12FOR SEEDING OF DISTURBED AREAS USE SPECIFIED MIX FOR DESIGNATED AREA OR APPROVED
E3UAL APPROVED BY LANDSCAPE ARCHITECT
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EXISTING TREE TO REMAIN
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EXISTING CONDITIONS
CÄ020
3
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
on 24" x 36" sheet
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
PQTVJ
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB 2026XXXX
STAGING AND
STORAGE AREA
PROJECT SITE
HA
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CONCRETE WASHOUT
SIGN 2
SIGN 2
SIGN 2
SIGN 2
SIGN
SIGN
SIGN
SIGN 3
SIGN
SIGN
SIGN 6
SIGN 6
SIGN
ONLY WHEN ACTIVELY FLAGGING
SIGN
ONLY WHEN ACTIVELY FLAGGING
SIGN 1
SIGN 1
PROJECT LOCATION
BR
O
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D
W
A
Y
S
T
R
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PROPERTY LINE
LEGEND
SIGN
PROPOSED BUILDING
on 24" x 36" sheet
20 40 80040
1 inch = 40 feet
GRAPHIC SCALE
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STAGING PLAN
CÄ030
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB 2026XXXX
SIGN 1
W21Ä
SIGN 2
R9Ä9
SIGN 3
R9Ä10R
SIGN
W20Ä
SIGN
R9Ä10L
SIGN 6
W20Ä1
SIGN
G20Ä1
NOTES:
1 NO CONSTRUCTION DELIVERIES ON HAMILTON STREET SHALL
OCCUR BETWEEN :00CO AND 9:00CO OR BETWEEN 1:30RO AND
3:30RO SO AS NOT TO INTERFERE WITH SCHOOL PIC- UP AND DROP
OFF TIMES
H
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EXISTING SIGN TO BE REMOVED DURING
CONSTRUCTION AND RELOCATED
STABILIZED CONSTRUCTION ENTRANCE
EXISTING ASPHALT TO BE
DEMOLISHED AND REMOVED TYP
LIMITS OF DISTURBANCE: 061 ACRES
EXISTING TREE
TO BE REMOVED
REMOVE CURB ALONG ENTIRE STREET
FROM CROSSING TO CROSSING
EXISTING SIGN TO BE REMOVED DURING
CONSTRUCTION AND RELOCATED
CONCRETE WAL-S TO BE DEMOLISHED AND REMOVED
TERMINATE REMOVALS AT NEAREST JOINT
EXISTING SIGN TO BE REMOVED
EXISTING TREE TO REMAIN AND BE
PROTECTED FOR THE DURATION OF
CONSTRUCTION
CONCRETE SIDEWAL- TO BE DEMOLISHED
AND REMOVED TERMINATE REMOVALS AT
NEAREST JOINT
CONCRETE SIDEWAL- TO BE DEMOLISHED
AND REMOVED TERMINATE REMOVALS AT
NEAREST JOINT
REMOVE AND RELOCATE GAS LINE
SEE SHEET CÄ310
REMOVE AND RELOCATE TELEPHONE BOX
REMOVE ELECTRIC TRANSFORMERS AND POWER LINES
TEMPORARY POWER RELOCATION MAY BE RE3UIRED BY
NATIONAL GRID UNTIL TRANSFORMER/SWITCH IS
INSTALLED IN PERMANENT LOCATION CONTRACTOR
SHALL COORDINATE WITH NATIONAL GRID AS RE3UIRED
SEE SHEET CÄ310UTILITY POLE TO BE REMOVED AND
ELECTRICAL LINES TO BE BURIED
REMOVE/ABANDON SEWER LATERAL PER CITY RE3UIREMENTS
DISCONNECT WATER SERVICE TO MAIN
LATERAL PER CITY RE3UIREMENTS
REMOVE WATER LATERAL AND VALVE
DEMOLISH AND REMOVE ASPHALT PAVING
SAW CUT ALL EDGES
REMOVE AND RESET HOSPITAL SIGN
NOT SHOWN ON SURVEY
REMOVE/ABANDON GAS LINE TYP
CONTRACTOR TO COORDINATE WITH NATIONAL GRID FOR REMOVAL OF LINE AND VALVE
LIGHTS ALONG NORTH PROPERTY
LINE TO BE DEMOLISHED AND
REMOVED TYPSIGNS ALONG NORTH PROPERTY LINE
TO BE REMOVED AND REPLACED TYP
DEMOLISH AND REMOVE ASPHALT PAVING
SAW CUT ALL EDGES
DEMOLISH AND REMOVE ASPHALT PAVING
SAW CUT ALL EDGES
DEMOLISH AND REMOVE ASPHALT PAVING
SAW CUT ALL EDGES
EXISTING TREE TO BE REMOVED
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
SILT FENCE
EXISTING TREE TO REMAIN
860
LIMITS OF DISTURBANCE
EXISTING ASPHALT TO BE
DEMOLISHED/ REMOVED
STABILIZED CONSTRUCTION
ENTRANCE
TREE PROTECTION FENCE
EXISTING CONCRETE TO BE
DEMOLISHED/ REMOVED
EXISTING SITE ELEMENT TO
BE REMOVED
on 24" x 36" sheet
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB 2026XXXX
CÄ10
3
CÄ11
11
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:
DEMOLITION EROSION
SEDIMENT CONTROL
PLAN
CÄ031
PROPOSED BUILDING
SEE ARCH PLANS
GROUND FL 29303
FFE 2990
600
600
R
0
0
L
8
3
11
0
0
11
0
0
PROPOSED INTERIOR COURTYARD SEE CÄ112
PROPOSED GARDEN SEE
PLANTING PLAN SHEET CÄ10
STORMWATER EASEMENT
ELECTRICAL UTILITY EASEMENT
W LIGHT DUTY CONC SIDEWAL-
CONTROL JOINT
TYP
HEAVYÄDUTY CONC
DRIVEWAY
TYP
ASPHALT
PAVEMENT
TYP
6W CIP CONC
FLUSH CURB AT
DRIVEWAY
ENTRANCE
TYP
6 CIP CONC
CURB
TYP
PROPOSED
PEDESTRIAN
LIGHT POLE
TYP
LIGHTÄDUTY CONC SIDEWAL-
8
162
9
0
90300
1200
0
EXISTING SIGNS TO BE RESET IN -IND
TYP
EXPANSION JOINT
TYP
CONCRETE EXPANSION JOINTS
CONCRETE CONTROL JOINTS
CONCRETE EXPANSION JOINTS
CONCRETE CONTROL JOINTS
ELECTRICAL SWITCHGEAR PAD
RIVER ROC- DRIP STRIP TYP
RIVER ROC- DRIP STRIP TYP
RELOCATED BUS
ONLY SIGN
RELOCATED
CROSS WAL-
SIGN
R
0
0
L
8
1
R00
L83
R
0
0
L
6
3
PROPERTY LINE
LEGEND
PROPOSED EASEMENT
PROPOSED ASPHALT SURFACE
PROPOSED LIGHTÄDUTY
CONCRETE SURFACE
PROPOSED HEAVYÄDUTY
CONCRETE SURFACE
PROPOSED PERMEABLE
PAVERS WITH STONE BASE
PROPOSED PERMEABLE
PAVERS WITH PEDESTAL
GREEN ROOF
ARTIFICIAL TURF
DECOMPOSED GRANITE
PROPOSED BUILDING
on 24" x 36" sheet
GRAPHIC SCALE
5 10 20010
1 inch = 10 feet
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:
LAYOUT MATERIALS
PLAN
CÄ110
6
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB 2026XXXX
CÄ10
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CÄ10
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CÄ10
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CÄ10
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CÄ10
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CÄ10
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CÄ10
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CÄ10
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CÄ12
2
CÄ10
6
CÄ10
6
CUSTOM BRAC-ET MOUNTED WOOD BENCH AS MANUFACTURED
BY TOURNESOL IN COLOR WESTERN RED CEDAR
TYP
2H RAISED PLANTER BED IN MODEL -ITSAP AS MANUFACTURED
BY TOURNESOL IN COLOR TEXTURED BLAC-
TYP
BB3 TABLE
PERMEABLE PAVERS ON PEDESTAL BASE
DUPONT SELECT HD SYNTHETIC ARTIFICIAL
TURF AS MANUFACTURED BY FOREVERLAWN
FIRE PIT
MOVEABLE SEATING
BISTRO SEATING
TYP
PERGOLA
PLANTER BOX IN MODEL WOOD CLAD PLANTER AS MANUFACTURED
BY TOURNESOL IN COLOR WESTERN RED CEDAR WITH 6L TRELLIS
IN MODEL GREENSCREEN AND COLOR TEXTURED BLAC-
LARGE GATHERING TABLE
OR LOUNGE SEATING
RAISED PLANTER BED IN MODEL -ITSAP AS MANUFACTURED
BY TOURNESOL IN COLOR TEXTURED BLAC-
TYP
FIRE PIT AND SEATING
LARGE FREEÄSTANDING TREE POTS MODEL TWOÄTONE
URBAN AS MANUFACTURED BY TOURNESOL IN COLOR
CHAL-
SHADOW IN PEA STONE
TYP OR
APPROVED E3UAL
PERMEABLE PAVERS
ON PEDESTAL BASE
PLANTER BOX IN MODEL WOOD CLAD PLANTER AS MANUFACTURED
BY TOURNESOL IN COLOR WESTERN RED CEDAR WITH 1L TRELLIS
IN MODEL GREENSCREEN AND COLOR TEXTURED BLAC-
MOVEABLE PLANTERS IN MODEL TWOÄTONE URBAN AS
MANUFACTURED BY TOURNESOL IN COLOR CHAL-
SHADOW
TYP
3
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190
11
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0
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0
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32
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0
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112
2
300
2
0
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1100
9
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13
0
200
9
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0
900000
0
0
0
0
300
R1336
L80
R
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L3
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R
0
0
L1
200
R
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L
R13
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6
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R
1
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3
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R
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0
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R2
0
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0
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0
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0
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0
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20
GREEN ROOF
LOUNGE/COUCH SEATING
2H RAISED PLANTER BED IN MODEL -ITSAP AS MANUFACTURED
BY TOURNESOL IN COLOR TEXTURED BLAC-
TYP
PROPERTY LINE
LEGEND
PROPOSED EASEMENT
PROPOSED ASPHALT SURFACE
PROPOSED LIGHTÄDUTY
CONCRETE SURFACE
PROPOSED HEAVYÄDUTY
CONCRETE SURFACE
PROPOSED PERMEABLE
PAVERS WITH STONE BASE
PROPOSED PERMEABLE
PAVERS WITH PEDESTAL
GREEN ROOF
ARTIFICIAL TURF
PROPOSED BUILDING
on 24" x 36" sheet
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ROOFTOP LAYOUT
MATERIALS PLAN
CÄ111
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB 2026XXXX
GRAPHIC SCALE
0
1" = 5 FEET
5 2.5 5
PROPOSED BUILDING
SEE ARCH PLANS
CÄ12
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CÄ12
3
CÄ12
CÄ12
CÄ12
CÄ12
CÄ11
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MOVEABLE PLANTERS IN MODEL TWOÄTONE URBAN AS MANUFACTURED
BY TOURNESOL IN COLOR CHAL-
SHADOW
TYP
WATER FEATURE
CUSTOM LEG SUPPORTED WOOD BENCH
AS MANUFACTURED BY TOURNESOL IN
COLOR WESTERN RED CEDAR
TYP
PAVER EDGING
TYP
STEPPING STONE PAVERS IN GREEN ROOF
PERMEABLE PAVERS
TYP EXTERIOR LIGHTING
TYP
SEE SHEET CÄ20
DECOMPOSED GRANITE SURFACE
TYP
GREEN ROOF
TYP
11
10
6
10
0
0
10
6
6
0
162
300
00
800
0
0
0
200
R1
2
L1
0
R
L
1
1
2
R2
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R
3
0
L
1
0
0
0
R
0
L
9
0
R2
L2
R
L0
R
1
3
L6
0
86
1
0
10
1
0
0
PLANTER BOX IN MODEL WOOD
CLAD PLANTER AS
MANUFACTURED BY TOURNESOL
IN COLOR WESTERN RED
CEDAR WITH 6L TRELLIS IN
MODEL GREENSCREEN AND
COLOR TEXTURED BLAC-
PLANTER BED
PLANTER BOX IN MODEL WOOD CLAD PLANTER AS MANUFACTURED
BY TOURNESOL IN COLOR WESTERN RED CEDAR WITH 11L
TRELLIS IN MODEL GREENSCREEN AND COLOR TEXTURED BLAC-
6H RAISED PLANTER BED IN MODEL -ITSAP AS MANUFACTURED
BY TOURNESOL IN COLOR TEXTURED BLAC-
TYP
DRIP STRIP
GARDEN SEE PLANTING PLAN SHEET CÄ10
PROPERTY LINE
LEGEND
PROPOSED EASEMENT
PROPOSED ASPHALT SURFACE
PROPOSED LIGHTÄDUTY
CONCRETE SURFACE
PROPOSED HEAVYÄDUTY
CONCRETE SURFACE
PROPOSED PERMEABLE
PAVERS WITH STONE BASE
PROPOSED PERMEABLE
PAVERS WITH PEDESTAL
GREEN ROOF
ARTIFICIAL TURF
PROPOSED BUILDING
GRAPHIC SCALE
0
1" = 5 FEET
5 2.5 5
on 24" x 36" sheet
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COURTYARD LAYOUT
MATERIALS PLAN
CÄ112
8
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB 2026XXXX
PROPOSED BUILDING
SEE ARCH PLANS
CÄ10
10
CÄ11
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CÄ12
1
1
2
3
4
5
7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
34
33
32
31
39 38 37
41
42
43
44
48 47 46 45495051
6
30
35
36
CAR
LIFT
EV
EV
EV
EV
ADAADAADA
BIKE
RACK
BIKE
RACK
40
ADA
DN
UP
CAR
LIFT
CAR
LIFT
CAR
LIFT
CAR
LIFT
CAR
LIFT
CAR
LIFT
SERVICE
SERVICE
UTILITIES
SERVICE
TRASH ELEV.01 ELEC ELEV.02
TRASHELEV.03 ELEV.04
RETAIL
ELEV
NO PAR-ING ANYTIME SIGN TYP
RESERVED PAR-ING SIGN TYP
ADA PAR-ING SPACES
TYP
PASSENGER CAR TRAVEL PATH
TYP
on 24" x 36" sheet
GRAPHIC SCALE
5 10 20010
1 inch = 10 feet
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BASEMENT/GARAGE
LAYOUT PLAN
CÄ113
9
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB 2026XXXX
CÄ11
1
CÄ11
13B
CÄ11
13A
CÄ11
12
CÄ11
12
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
860
862
860
3963900 PROPOSED SPOT GRADES
PROPOSED BUILDING
SEE ARCH PLANS
GROUND FL 29303
FFE 2990
29303
29303
2913
2913
29330
2960
29
2
9
9
3
0
0
30
1
30
2
29810
2990
293
29
29
2990
2990
2990
30110
30110
30110
30110
30230
29303
29303
29303
29303
293
2931
29332938829329369
TC: 2929
BC: 2929
TC: 290
BC: 293
TC: 291
BC: 291
TC: 2936
BC: 29326
TC: 2928
BC: 2928
TC: 29318
BC: 29318
TC: 2936
BC: 2936
TC: 2901
BC: 2901
2906
21
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GRADING DRAINAGE
PLAN
CÄ210
10
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB 2026XXXX
on 24" x 36" sheet
GRAPHIC SCALE
5 10 20010
1 inch = 10 feet
PROPERTY LINE
LEGEND
3963900 PROPOSED SPOT GRADES
T/B: 8Ä2
B/B: 6Ä8
T/W: 9Ä2
B/W: 6Ä8
T/W: 9Ä2
B/W: 6Ä8
T/W: 9Ä2
B/W: 6Ä8
T/W: 9Ä2
B/W: 6Ä8
T/W: 9Ä2
B/W: 6Ä8
T/W: 60Ä2
B/W: 6Ä8
FINISH FLOOR EL 6Ä8
T/B: 8Ä2
B/B: 6Ä8
T/W: 9Ä2
B/W: 6Ä8
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ROOFTOP GRADING
PLAN
CÄ211
11
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB 2026XXXX
GRAPHIC SCALE
0
1" = 5 FEET
5 2.5 5
on 24" x 36" sheet
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
860
3963900 PROPOSED SPOT GRADES
PROPOSED BUILDING
SEE ARCH PLANS
GROUND FL 29303
FFE 2990
29303 29303
29303
29303
2930329303
2930329303
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:
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A
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N
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:
CH
E
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-
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:
COURTYARD GRADING
PLAN
CÄ212
12
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB 2026XXXX
GRAPHIC SCALE
0
1" = 5 FEET
5 2.5 5
on 24" x 36" sheet
H
A
M
I
L
T
O
N
S
T
R
E
E
T
SANSANSAN
PROPOSED BUILDING
SEE ARCH PLANS
GROUND FL 29303
FFE 2990
8 SOLVENT WELDED SDR 3 PVC SEWER
LINE SLOPE AT MIN 1/ PER FT FROM
BUILDING TO MUNICIPAL CONNECTION
6 DIP CLASS 2 DIP POTABLE WATER SERVICE
6 DIP CLASS 2 DIP FIRE SUPPRESSION
SYSTEM SUPPLY LINE
SEWER CLEANOUT
GAS LINE TO BUILDING SHOWN FOR SCHEMATIC
PURPOSES ONLY CONTRACTOR SHALL
COORDINATE WITH NATIONAL GRID ON SIZE
LATERAL AND LOCATION
GAS LINE TO BUILDING SHOWN FOR SCHEMATIC
PURPOSES ONLY CONTRACTOR SHALL
COORDINATE WITH NATIONAL GRID ON SIZE
LATERAL AND LOCATION
1
1
0
M
I
N
SUGGESTED SWITCHGEAR LOCATION CONTRACTOR
SHALL COORDINATE WITH NATIONAL GRID ON
LOCATION OF PRIMARY SERVICE LINE TO BUILDING
UNDERGROUND ELECTRICAL RELOCATION SHOWN
FOR SCHEMATIC PURPOSES CONTRACTOR SHALL
COORDINATE WITH NATIONAL GRID ON SIZE
MATERIAL AND LOCATION
UNDERGROUND ELECTRICAL TO BUILDING SHOWN
FOR SCHEMATIC PURPOSES CONTRACTOR SHALL
COORDINATE WITH NATIONAL GRID ON SIZE
MATERIAL AND LOCATION
OVERHEAD LINES TO BE BURIED PAST THIS UTILITY POLE
HEADING NORTH CONTRACTOR SHALL COORDINATE WITH
NATIONAL GRID ON LOCATION AND DEPTH
12 X 2L HDPE STORM PIPE
SLOPE " MIN 2 TO MUNICIPAL STORM LINE
BUILDING STORMWATER DRAIN OUTLET
30 X 30 PRECAST CONC CATCH
BASIN
CBÄ1
RIM EL 3002
6 N INLET INV EL 29800
10 S OUTLET INV EL 2906
12 W OUTLET INV EL 29
30 X 30 PRECAST CONC
CATCH BASIN
CBÄ2
RIM EL 299
12 E INLET INV EL 292
6 S INLET INV EL 298
12 W OUTLET INV EL 2900
STORMTECH SCÄ310 INFILTRATION CHAMBER BED:
3 ROWS OF
3 CHAMBERS/ROW
STONE INV EL 29012 X L HDPE STORM PIPE
SLOPE " 12
MAINTAIN MIN 18 OF VERTICAL SEPARATION
AT ALL SEWER AND WATER LINE CROSSINGS
UTILITY EASEMENT
PRECAST CONC DOGHOUSE CATCH BASIN
CBÄ3
RIM EL 299
12 E INLET INV EL 28892
SOUTH AND WEST INLET ELEVATIONS AND
NORTH OUTLET ELEVATION UN-NOWN
CONTRACTOR TO VERIFY DEPTH OF STORM PIPES
SAN SAN
PROPERTY LINE
LEGEND
SEWER LINE
WATER LINE
STORM PIPE
NATURAL GAS
UNDERGROUND ELECTRIC
PROPOSED BUILDING
PROPOSED EASEMENT
on 24" x 36" sheet
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
SA
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8/
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1
/
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0
2
6
3
:
0
2
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:
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:
CH
E
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D
B
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:
UTILITY PLAN
CÄ310
13
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB 2026XXXX
CÄ12
6
CÄ11
9
CÄ11
9
CÄ11
8
CÄ11
10
CÄ11
10
CÄ11
PROPERTY LINE
LEGEND
EXISTING TREE TO REMAIN
PROPOSED EASEMENT
PROPOSED TREES
PROPOSED BUILDING
PROPOSED SHRUBS
SANSANSANSANSANSAN
PROPOSED BUILDING
SEE ARCH PLANS
GROUND FL 29303
FFE 2990
29
2
9
9
30
0
30
1
30
2
293
29
29
293
FOR GROUND LEVEL COURTYARD Ä
SEE SHEET L12
190 UH TG
61 UH TG
UH TG
1 CF
1 CF
1 GB
269 UH S3
UH S3
MOVABLE PLANTERS Ä TO BE
PLANTED BY APPLICANT SEASONALLY
PT
3 PT
2 NW
39 RR
BOSTON IVY IN PLANTERS
WIRES GROWING UP WALL
112 PA
3 BJ
1 GJ
3 CE
SB
2 NW
3 RR
19 NW
13 CE
SB
HW
FOR GROUND LEVEL COURTYARD Ä
SEE SHEET L12
6 BJ
86 BW
EXISTING TREE TO REMAIN
SYMBOL CODE 3TY BOTANICAL / COMMON NAME SIZE CONTAINER
TREES
BJ 9 BETULA PLATYPHYLLA JEFPAR- / PAR-LAND PILLAR ASIAN WHITE BIRCH CALB B
CF 2 CORNUS FLORIDA / FLOWERING DOGWOOD CALB B
C-1 CORNUS -OUSA / -OUSA DOGWOOD HTB B
GB 1 GIN-GO BILOBA / MAIDENHAIR TREE CALB B
GJ 1 GIN-GO BILOBA JADE BUTTERFLY / JADE BUTTERFLY MAIDENHAIR TREE CALB B
1SUBTOTAL:
SHRUBS
CE 39 CENCHRUS ALOPECUROIDES HAMELN / HAMELN FOUNTAIN GRASS 2 CONTAINER
HW HYDRANGEA ARBORESCENS / SMOOTH HYDRANGEA 3 CONTAINER
LA 12 LAVANDULA ANGUSTIFOLIA / ENGLISH LAVENDER 1 POT
NW 3NEPETA X WAL-ERS LOW / WAL-ERS LOW CATMINT 1 CONTAINER
RR ROSA X RADWHITE / WHITE -NOC- OUT ROSE 2 GALPOT
SH 33 SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED 1 CONTAINER
SB 26 STACHYS BYZANTINA BIG EARS / BIG EARS LAMBS EAR 2 CONTAINER
193 SUBTOTAL:
SYMBOL CODE 3TY BOTANICAL / COMMON NAME SIZE CONTAINER SPACING
SHRUB AREAS
BW 102 BUXUS MICROPHYLLA JAPONICA WINTER GEM / WINTER GEM JAPANESE BOXWOOD 2 GALPOT 18 QE
PA 10POLYSTICHUM ACROSTICHOIDES / CHRISTMAS FERN 1 POT 18 QE
209 SUBTOTAL:
GROUND COVERS
PT 30 SF PARTHENOCISSUS TRICUSPIDATA / BOSTON IVY 3 POT POT 18 QE
S3 332 SF SEDUM MIX ÄÄÄ CUTTINGS
TS 9 SF THYMUS SERPYLLUM / CREEPING THYME 3 POT POT 10 QE
TG 308 SF TURF HYDROSEED PHD PERENNIAL RYEGRASS BLEND / PERENNIAL RYEGRASS BLEND SEED SEED
19 SF SUBTOTAL:
PLANT SCHEDULE
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6
:
3
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:
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:
CH
E
C
-
E
D
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Y
:
OVERALL PLANTING
PLAN
CÄ10
1
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB 2026XXXX
on 24" x 36" sheet
GRAPHIC SCALE
5 10 20010
1 inch = 10 feet
BOSTON IVY IN PLANTERS
WIRES GROWING UP WALL
6 PT
3 PT
MOVABLE PLANTERS Ä TO BE
PLANTED BY APPLICANT SEASONALLY TYP
8 PA
8 PA
10 PA
2 RR
9 LA
SB
2 SH
10 CE
NW
3 SB
19 UH S3
TS
NW
CE
8 SH
6 CE
9 SB
16 BW
1 C-
3 LA
LEGEND
PROPOSED SHRUBS
PROPOSED BUILDING
SA
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8/
1
1
/
2
0
2
6
:
3
0
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:
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2
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3
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>
2
6
0
2
A
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B
Y
:
CL
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N
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N
B
Y
:
DR
A
W
N
B
Y
:
CH
E
C
-
E
D
B
Y
:
ROOFTOP PLANTING
PLAN
CÄ11
1
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB 2026XXXX
GRAPHIC SCALE
0
1" = 5 FEET
5 2.5 5
on 24" x 36" sheet
NOTE: PLANT BEDS TO BE IRRIGATED
269 UH S3
UH S3
PT
3 PT
2 NW
39 RR
81 PA
3 BJ
1 GJ
3 CE
SB
2 NW
3 RR
19 NW
13 CE
SB
HW
6 BJ
86 BW
PROPERTY LINE
LEGEND
PROPOSED TREES
PROPOSED BUILDING
PROPOSED SHRUBS
SA
V
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A
T
E
:
8/
1
1
/
2
0
2
6
:
3
0
P
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A
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E
:
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>
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0
2
6
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0
2
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3
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>
2
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0
2
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B
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:
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Y
:
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N
B
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:
CH
E
C
-
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D
B
Y
:
COURTYARD PLANTING
PLAN
CÄ12
16
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB 2026XXXX
GRAPHIC SCALE
0
1" = 5 FEET
5 2.5 5
on 24" x 36" sheet
NOTE: PLANT BEDS TO BE IRRIGATED
H
A
M
I
L
T
O
N
S
T
R
E
E
T
PROPOSED BUILDING
SEE ARCH PLANS
GROUND FL 29303
FFE 2990
A: CITY OF SARATOGA
STANDARD STREET LIGHT
10 -ICHLER PATH
LIGHTING TYP
MODEL: 16261AZT2
6 -ICHLER
UPLIGHTING TYP
MODEL: 16193AZT
EXISTING STREET
LIGHT TO REMAIN
B: WALL MOUNTED
ASHBERY LIGHT TYP
01
01
01
01
00
00
02
03
03
02
01
00
00
0
1
08
DM
01
01
00
68
18
0
01
01
00
89
19
0
01
01
00
26
11
0
01
01
00
06
0
02
01
NOT FOR
00
02
02
01
01
00
00
02
02
01
01
00
00
0
0
02
01
00
00
22
11
0
01
01
00
8
20
NOT FOR
01
01
00
6
19
0
01
01
00
1
09
03
01
00
00
0
03
02
01
00
00
01
01
01
01
00
00
NOT FOR
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
DM
00
00
00
00
00
00
00
00
00
00
00
01
01
01
01
00
00
02
02
01
01
00
00
08
0
02
01
NOT FOR
00
3
1
0
01
01
00
6
1
0
01
01
00
0
16
0
02
01
00
11
0
03
02
01
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0
03
02
01
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12
09
0
02
01
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1
2
08
03
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2
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03
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PERMIT
PERMIT
PERMIT
PERMIT
PERMIT
PERMIT
PERMIT
PROPOSED STREET LIGHT
PROPOSED BOLLARD LIGHT
PROPERTY LINE
LEGEND
PROPOSED UPLIGHT
PROPOSED WALL MOUNTED
LIGHT
LUMINAIRE SCHEDULE
CALLOUT SYMBOL DME DESCRIPTION BALLAST MOUNTING MODEL VOLTS NOTE 1 NOTE 3 3UANTITY
A
1 PTGUU EFKV VQ CJCPIG
LWZGQP 0Ä0 SGTKGU N
FNWZ BKP
0- 0 CRI LUMINA
DME ELECTRONIC POLE SVGTPDGTI LKIJVKPI
D60SRLEDÄ12L0TÄMDL008
120V 1P 2W TERNBERG LIGHTING
2/28/202
TSTD" 12020V 229A
2690W ADJ 0 2C
DTXT:
1 XI100C110V13BSY1
1
B
1 8 YJKVG LEDU BNCEM HQTOGF CNWOKPKWO JQWUKPI WRRGT HTQUVGF
RNCUVKE NGPU NQYGT ENGCT RNCUVKE NGPU PQ
GPENQUWTG
DME WALL LCPFUECRG FQTOU
APÄ108L3Ä00FÄUV1
120V 1P 2W LED DRIVER L VGTKHKECVKQP SGTXKEGU
IPE
/2/2016
Z
TJKU VGUV YCU RGTHQTOGF
WUKPI VJG ECNKDTCVGF
RJQVQFGVGEVQT OGV JQF QH
CDUQNWVG RJQVQOGVT[
GENERAL PHOTOMETRIC SCHEDULE
AVERAGE FOOTÄCANDLES 08
MAXIMUM FOOTÄCANDLES 1
MINIMUM FOOTÄCANDLES 000
MINIMUM TO MAXIMUM FC
RATIO
000
MAXIMUM TO MINIMUM FC
RATIO
6193
AVERAGE TO MINIMUM FC
RATIO
2933
SA
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LIGHTING PLAN
CÄ20
1
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
PQTVJ
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB 2026XXXX
on 24" x 36" sheet
10 20 40020
1 inch = 20 feet
GRAPHIC SCALE
CÄ20
2
CÄ20
3
CÄ20
1CÄ12
2
1 ASHBERY WALL MOUNTED LIGHT CUT SHEET 2 -ICHLER PATH LIGHTING CUT SHEET 3 -ICHLER UPLIGHTING CUT SHEET
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CONSTRUCTION DETAILS
CÄ10
18
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB 2026XXXX
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
STA-ES PER BALE
2 2Z2Z
ANCHOR BALES WITH
BALES TO BUTT
10 MIN
POLYETHYLENE
SHEETING
BINDING WIRE
STRAW BALE
TYPICAL
WOOD STA-E
TYPICAL
10 MIL
30
6 MIN DEPTH
AGGREGATE
6 MIN IMBEDMENT
TYPICAL
EXISTING GRADE
18
12 MAX
AGGREGATE
TRUC-SALL CONCRETE
WASHOUT HERE
SHALL
18
12BLAC- LETTERS
ON WHITE
BAC-GROUND
GALVANIZED U
Ä0 TO
BOTTOM OF SIGN
3Ä0 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: NTS
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
GALLONS PER CHUTE AND 0 GALLONS PER HOPPER OF CONCRETE PUMP TRUC- 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 LI3UIDS IN THE GROUND THE LINER
SHALL BE PLASTIC SHEETING WITH A MINIMUM THIC-NESS OF 10 OKNU WITH NO HOLES OR TEAR AND
ANCHORED BEYOND THE TOP OF THE PIT WITH AN APPURTENANCE EXCEPT AT THE ACCESS POINT
IF PREÄFABRICATED WASHOUTS ARE USED THEY MUST ENSURE THE CAPTURE AND CONTAINMENT OF THE
CONCRETE WASH AND BE SIZED BASED ON THE EXPECTED FRE3UENCY OF CONCRETE POURS THEY SHALL
BE SITED AS NOTED IN THE LOCATION CRITERIA
MAINTENANCE:
·ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY DAMAGED OR LEA-ING 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 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 OFFÄSITE IN A CONSTRUCTION/DEMOLITION LANDFILL ONÄSITE 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 FRE3UENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TA-ING PLACE IN NONÄDESIGNATED 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 1
GAUGE W MAX 6
MESH SPACING
36 MIN FENCE POST
WOVEN WIRE FENCE
MIN 1 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
COMPACTED SOIL
NOTES:
1WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR
STAPLES POSTS SHALL BE STEEL EITHER T OR U TYPE HARDWOOD
2FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED
EVERY 3 AT TOP AND MID SECTION FENCE SHALL BE WOVEN WIRE 6 MAX MESH
OPENING
3WHEN 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 STABILIN-A T10N OR APPROVE E3UIVALENT 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 12M POST SPACING
PERSPECTIVE VIEW
2 SILT FENCE DETAIL
SCALE: NTS
SILT FENCE SLOPE LENGTH/FENCE LENGTH
FT
SLOPE STANDARD
FENCE
REINFORCED
FENCE SUPER
2300 / 100 NA NA
2Ä1012 / 1000 20 / 2000 300 / 200
10Ä20100 / 0 10 / 1000 200 / 1000
20Ä3360 / 00 80 / 0 100 / 1000
NOTE:
1STONE SIZE Ä USE 1 Ä TYPE 3 STONE
2LENGTH Ä NOT LESS THAN 0 FEET
EXCEPT ON A SINGLE
RESIDENCE LOT WHERE A 30 MINIMUM LENGTH WOULD APPLY
3THIC-NESS Ä NOT LESS THAN 6
WIDTH Ä 12 FEET MINIMUM BUT NOT LESS THAN THE FULL WIDTH
WHERE INGRESS AND EGRESS OCCUR 2 FEET IF SINGLE
ENTRANCE TO THE SITE
GEOTEXTILE Ä WILL BE PLACED OVER THE ENTIRE AREA PRIOR
TO PLACING THE STONE
6SURFACE WATER Ä ALL SURFACE WATER FLOWING OR DIVERTED
TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS
THE ENTRANCE IF PIPING IS IMPRACTICAL A MOUNTABLE BERM
WITH A :1 SLOPE WILL BE PERMITTED
MAINTENANCEÄ THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION WHICH WILL PREVENT TRAC-ING OR FLOWING OF
SEDIMENT ONTO PUBLIC RIGHTSÄOF WAY MUST BE REMOVED
IMMEDIATELY
8WHEN WASHING IS RE3UIRED IT SHALL BE DONE ON A AREA
STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED
SEDIMENT TRAPPING DEVICE
9PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE
PROVIDED AFTER EACH RAIN
EXISTING
PAVEMENT
6
M
I
N
3:1
GEOTEXTILE FABRIC MOUNTABLE
BERM
OPTIONAL
EXISTING
PAVEMENTEXISTING GROUND
EXISTING GROUND
PLAN VIEW
PROFILE VIEW
0 MIN
0 MIN
12
M
I
N
12 MIN
10
M
I
N
10
M
I
N
3 STABILIZED CONSTRUCTION ENTRANCE DETAIL
SCALE: NTS
12
MI
N
UNDISTURBED AREADISTURBED AREA
BLOWN/PLACED
FILTER MEDIA
COMPOST
FILTER SOC-
2Z2 WOODEN
STA-ES PLACED 10
OC " ANGLE
SECTION VIEW
DISTURBED
AREAFLO
W
F
L
O
W
18
182
180
UNDISTURBED
AREA
PLAN VIEW
8
EXISTING
CONTOURS
2Z2 WOODEN
STA-ES PLACES 10
OC " ANGLE
COMPOST FILTER
SOC-
COMPOST FILTER SOC- DETAIL
SCALE: NTS
6 DRIP EDGE STONE SURFACE DETAIL
SCALE: NTS
ADJACENT STRUCTURE OR SURFACE
FINISHED SLAB
MIRAFI 10N OR APPROVED E3UAL FILTER
FABRIC
FLASHED UP AT ALL EDGES
ROUNDED RIVER STONE OR APPROVED
E3UIVALENT 6 DEEP TOP OF STONE SET
BELOW FINISHED SLAB ELEV
COMPACTED SUBGRADE
COLÄMET OR APPROVED E3UAL BROWN
STEEL EDGING CONTINUOUS AT DRIP EDGE
DEEP W/18 STA-ES AT 2Ä0 OC
SLOPE " MIN 21
M
I
N
18
SEE PLANS
2
COURSE
BINDER
PAR-ING LOT
PAVEMENT
TYPE
1 1/2
COURSE
TOP
COURSE
GRAVEL
8Ä10
NOTES:
1 PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET DRIVEWAY AND PAR-ING LOT CONSTRUCTION WHERE
TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE BASED ON ANTICIPATED VOLUMES AND LOADS THE ENGINEER
MAY RE3UIRE STRUCTURAL PAVEMENT SECTION TO BE INCREASED TO CARRY DESIGN LOADING
2 BINDER TO BE PLACED IN 2Ä3 LIFTS WITH TAC- COAT BETWEEN
3 THE ENGINEER MAY RE3UIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THIC-NESS ALL
TESTING SHALL BE AS ORDERED BY THE ENGINEER AND SHALL BE PAID BY THE CONTRACTOR
NOTIFY THE ENGINEER 8 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS
TOP COURSE Ä NYS DOT ITEM 02098302 Ä 9F3 HMA
80 SERIES COMPACTION
TAC- COAT Ä NYS DOT ITEM 0Ä0102 DILUTED TAC- COAT
BINDER COURSE Ä NYS DOT ITEM 02198902 Ä 19F9 HMA 80
SERIES COMPACTION PG BINDER
LI3UID ASPHALT GRADE
SHALL BE PGÄ6Ä22
DEPTH TO
SUBGRADE
AS RE3D
3STANDARD ROADWAY 1 1/212
FILTER FABRIC
SUBGRADE Ä COMPACTED TO 90 STANDARD PROCTOR DENSITY
CITY OF SARATOGA SPRINGS ASPHALT PAVEMENT DETAIL
SCALE: NTS
COMPACTED GRAVEL Ä NYSDOT TYPE 2
SECT 30
COMPACTED TO 9 STANDARD PROCTOR
LIGHT DUTY CONCRETE
BROOM FINISH PERPENDICULAR TO WAL-
CONCRETE
6X6 NO ÄW60 X W60 WELDED WIRE FABRIC
WITH 12 MIN LAP SPLICE AND 3 BOTTOM
CLEARANCE
6 GRANULAR SUBBASE COURSE NYS DOT
SECT 30 TYPE COMPACTED TO 9
STANDARD PROCTOR
SUBGRADE COMPACED TO 90 STANDARD
PROCTOR
8 CITY OF SARATOGA CONCRETE SURFACE DETAIL
SCALE: NTS
HEAVY DUTY CONCRETE
BROOM FINISH PERPENDICULAR TO
WAL-
6 CONCRETE
6X6 NO ÄW60 X W60 WELDED WIRE
FABRIC WITH 12 MIN LAP SPLICE AND 3
BOTTOM CLEARANCE
8 GRANULAR SUBBASE COURSE NYS DOT
SECT 30 TYPE COMPACTED TO 9
STANDARD PROCTOR
SUBGRADE COMPACED TO 90 STANDARD
PROCTOR
TYPE TYPICAL JOINT DETAIL
9 CONCRETE JOINT DETAILS
SCALE: NTS
2
TYP
TOOLED JOINT W/ 1 RADIUS EDGES AS
SHOWN TYP
CLOSED CELL POLYETHYLENE JOINT FILLER
MATERIAL COMPATIBLE WITH SUBSTRATE
AND OTHER EXPANSION JOINT MATERIALS
COVER WITH WR MEADOWS OR E3UAL SNAP
CAP AND REMOVE AFTER CURING12 JOINT
SINGLE COMPONENT SILICONE JOINT
SEALANT COMPATIBLE WITH SUBSTRATE AND
OTHER EXPANSION JOINT MATERIALS
CONCRETE
EXPANSION
JOINT
2 TYPTOOLED JOINT W/ 1 RADIUS
EDGES AS SHOWN TYP
12 JOINT
TOOLED CONSTRUCTION JOINT
CONCRETE
1
1
/
DE
P
T
H
M
I
N
CONTROL
JOINT
NOTE:
1LOCATE CONTROL JOINTS AS SPECIFIED ON LAYOUT MATERIALS PLANS
2TOOLED JOINTS SHALL ALSO BE LOCATED AROUND ENTIRE PERIMETER OF
CONCRETE PAVEMENT
3EXPANSION JOINTS TO OCCUR 20 OC MAX AND AT ALL CURBS WALLS
AND WHERE SHOWN ON PLANS OR OTHER DETAILS
A
B
2 BEDDING COURSE 1/2 Ä 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 CHO-ER COURSE 3/ WASHED
FRACTURED OPEN GRADED STONE
AGGREGATE
2 RESERVOIR WITH 0 VOIDS 1Ä1/2 Ä
3 CLEAN FRACTURED OPEN GRADED
STONE 2 AGGREGATE
WOVEN GEOTEXTILE FABRIC
SUBGRADE
10 PERMEABLE PAVER DETAIL
SCALE: NTS
PERFORATED UNDERDRAIN
11 DROP CURB DETAIL
SCALE: NTS
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
O
F
F
R
O
N
T
A
G
E
STREETÄ0
Ä01Ä1/2 REVEAL
MAX
TAPER CURB
6 CONCRETE CURB
EXPANSION JOINT
FULL DEPTH OF CONCRETE
R
RCONCRETE DRIVEWAY
CONCRETE APRON
EXPANSION JOINT
ASPHALT WARP AREA
BOTH SIDES
3 X STA-ES
PER TREE TYP
WRAP ORANGE
CONSTRUCTION
FENCE AROUND
STA-ES TYP
TREE PROTECTION DETAIL
SCALE: NTS
DRIPLINE
ORANGE
PROTECTION FENCE
AT DRIPLINE OR AS
SHOWN ON PLANS
WHICHEVER IS
GREATER
WATERPROOF PERMANENT
SIGN READING TREE
PROTECTION AREA
BOTTOM OF TREE PROTECTION FENCE TO BE
AT OR SLIGHTLY ABOVE GROUND LEVEL
RATHER THAN EMBEDDED
NOTES:
1NO SOIL PLACEMENT OVER EXISTING TREE AND SHRUB ROOTS NO SOIL SHOULD BE ADDED WITHIN PROTECTED AREAS UNLESS ADDED TO
ACHIEVE PROPOSED GRADES
2NO TRENCHING IN PROTECTED AREAS TRENCHING ACROSS THE ROOT SYSTEMS SHOULD START NO CLOSER THAN THE DRIPLINE OF THE
TREE TUNNEL UNDER ROOT SYSTEMS FOR UNDERGROUND UTILITIES SHOULD START 18 INCHES OR DEEPER BELOW THE NORMAL GROUND
SURFACE TREE ROOTS WHICH MUST BE SEVERED SHOULD BE CUT CLEAN BAC-FILL MATERIAL THAT WILL BE IN CONTACT WITH THE
ROOTS SHOULD BE TOPSOIL OR A PREPARED PLANTING SOIL MIXTURE
3CONSTRUCT STURDY FENCES OR BARRIERS OF WOOD STEEL OR OTHER PROTECTIVE MATERIAL AROUND VALUABLE VEGETATION FOR
PROTECTION FROM CONSTRUCTION E3UIPMENT
PREVENT TALL E3UIPMENT SUCH AS BAC-HOES AND DUMP TRUC-S FROM CONTACTING TREE BRANCHES
SEE CÄ031 FOR TREE PROTECTION LOCATIONS
PLAN VIEW
ELEVATION VIEW
SA
V
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E
:
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1
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/
2
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2
6
:
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CONSTRUCTION DETAILS
CÄ11
19
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB 2026XXXX
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
6
MIN
6
NOTES:
1COMPLY WITH RECOMMENDATIONS AND RE3UIREMENTS OF ANSI Z601
AMERICAN STANDARD FOR NURSERY STOC-
2SHRUB ALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO
PREVIOUSLY EXISTING GRADE
MULCH BED Ä PLACE 3 RIVER ROC-
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 SUBÄSOIL
TO A DEPTH OF
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: NTS
PERENNIALS Ä SEE SHEET CÄ10 FOR
TYPE AND LOCATION OF PLANTING
2 RIVER ROC- 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: NTS
HOSE
ARBORTIE
STA-ES 2 TO 2Ä1/2 DIA OR S3 8 LONG
USE 3 STA-ES FOR OVER 2 CAL 2
STA-ES 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 MANÄMADE MATERIAL FROM THE
ROOT BALL THE WIRE BAS-ET 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 ROOTÄBALL WHERE PRACTICAL OR MIN
OF 2X THE ROOTÄBALL DIAMETER
UNDISTURBED SUBGRADE
NOTES:
1FILL THE TREE PIT WITH WATER AND ALLOW IT TO
COMPLETELY PERCOLATE BEFORE PLANTING OR BAC-FILLING
2REMOVE ALL CONSTRUCTION DEBRIS ROC-S AND LARGE
STIC-S BEFORE AND DURING BAC-FILLING
3BAC-FILL WITH THE SOIL THAT WAS REMOVED
UNLESS
PLANTING IN HEAVY CLAY OR USING STRUCTURAL SOILS
BAC-FILL WILL OCCUR IN Ä6 LIFTS WATERING BEFORE
ADDITIONAL FILL IS ADDED
REFER TO THE URBAN COMMUNITY FOREST MASTER PLAN
FOR THE DBH
DIAMETER AT BREAST HEIGHT AND THE
TREE SPECIES
6ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE
FOLLOWING INFORMATION TO BE APPROVED BY THE CITY OF
SARATOGA SPRINGS:
BOTANICAL NAME HEIGHT OR
COMMON NAME TRUN- DIA
TOTAL 3UANTITY SPACING
FINISHED GRADE
CITY OF SARATOGA SPRINGS TREE PLANTING DETAIL
SCALE: NTS
12
SEEDED LAWN SEED MIX AS
SPECIFIED STABILIZE ALL
SLOPES E3UAL TO OR GREATER
THAN 3:1 WITH HYDROSEED
APPLICATION OF FLEXTERRA
BONDED FIBER MATRIX OR
E3UAL
6 LOAM TOPSOIL
FREE DRAINING
FILL SOIL OVER
BEDROC-
EXISTING BEDROC-
12
3 SEEDED AREA DETAIL
SCALE: NTS
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
1IF 18 VERTICAL CAN NOT BE
ACHIEVED AT LOCATIONS OF WATER
MAIN SEWER
CROSSINGSCONTRACTOR SHALL
CONSTRUCT EITHER OF THE
FOLLOWING OPTIONS
2CONSTRUCT SANITARY SEWER OF
PVC PRESSURE PIPE MATERIAL 10 ON
EACH SIDE OF THE WATER
MAIN/STORM SEWER AND TEST
SANITARY SEWER AT10 PSI
PRESSURE
3ENCASE SEWER PIPE IN CONCRETE
DISTANCE ON EACH SIDE OF
WATER/ STORM SEWER CROSSING
CONCRETE ENCASEMENT SHALL BE
MINIMUM 6 ALL AROUND PROPOSED
SEWER PIPEWATER SEWER SEPARATION DETAIL
SCALE: NTS
PAVED AREASUNPAVED AREAS
1
1
BURIED TRACER WIRE/WARNING TAPE
COMPACTED BAC-FILL
CLEAN SAND OR GRAVEL MATERIAL
SHALL BE CLEANED OF ROC-
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
BEDDING HAND TAMPED
UNDISTURBED SOIL
1
Ä
0
Ä
0
M
I
N
W
A
T
E
R
Ä
0
M
I
N
S
E
W
E
R
1
Ä
6
D
D
2Ä0 MAX
D
1Ä0 MIN
PIPE TRENCH DETAIL
SCALE: NTS
ZINC COATED `
CLASS 2 DIP
MUELLER
RESILIENT WEDGE
TAPPING VALVE
UNEXCAVATED
/UNDISTURBED
EARTH
1/ PEA STONE
EXIST WATERLINE SIZE
TO BE FIELD VERIFIED
BY CONTRACTOR
STAINLESS STEEL
TAPPING SLEEVE
MUELLER HÄ30SS OR
APPROVED E3
VALVE BOX
10 WATERLINE TAPPING DETAIL
SCALE: NTS
MEGALUG MECHANICAL
JOINT RESTRAINT AS
MANUFACTURED BY EBAA
IRON OR APPROVED E3
NOTES:
1 TAPPING SLEEVE SHALL NOT BE
INSTALLED WITHIN 3Ä0 MIN OF
JOINTS OR OTHER TAPPING
SLEEVES
2CONCRETE SHALL NOT
CONTACT BOLTS OR ENDS OF
MECHANICAL JOINT FITTINGS
2Z CASTÄINÄPLACE
CONC THRUST
BLOC- 3000 PSI
MIN
PAVED SURFACE UNPAVED SURFACE
OR 30 BEND
AS RE3UIRED
SLOPE 2 MIN TO 10 MAX
FL
O
W
OR 30 BEND AS RE3UIRED
PIPE BEDDING AS RE3UIRED
FLOW
UNDISTURBED SUBGRADE
CL
8 SCH 0 PVC SEWER LATERAL
10 MUNICIPAL SEWER MAIN
SCH 0
PVC WYE
CL
8 SANITARY SEWER CONNECTION DETAIL
SCALE: NTS
6MI
N
2Ä6Z2Ä6
FINISH GRADE
BAC-FILL W/COMPACTED
GRANULAR FILL MATERIAL
12 HDPE STORM PIPE
SEE PLANS FOR OUTLET
INV EL
PRECAST CONC CATCH BASIN
SUITABLE FOR H20 VEHICULAR
LOADING
2
Ä
6
S
U
M
P
CRUSHED STONE
UNDISTURBED SOIL
12 HDPE STORM
PIPE SEE PLANS
FOR INLET INV EL
STORM DRAIN PIPING
GROUT TO CATCH BASIN
FOR WATERTIGHT SEAL
TYP
RIM EL SEE PLANS
PRECAST CONCRETE
EXTENSION RINGS TO
GRADE AS RE3D
IRON AGE DESIGNS SONOMA
30 GRATE WITH IRON AGE
CUSTOM FRAME OR APPROVED
E3UIVALENT UNO ON PLANS
9 CATCH BASIN DETAIL
SCALE: NTS
6 CIP CONC CURB DETAIL
SCALE: NTS
1/ RADIUS
SEE PLANS FOR
SURFACE TYPE
CASTÄINÄPLACE
CONCRETE CURB
GRAVEL COMPACTED TO
9 STD PROCTOR
SUBGRADE COMPACTED TO
90 STANDARD PROCTOR
FINISHED GRADE
6
18
6
NOTE: EXPANSION JOINTS SPACED
ALONG CURB AT 10 OC MAX
NOTES:
1ALL MATERIALS AND
INSTALLATION SHALL
CONFORM TO MANUAL
OF UNIFORM TRAFFIC
CONTROL DEVICES
MUTCD LATEST
EDITION
2ALL SIGNS SHALL BE
LOCATED AS SHOWN ON
DRAWINGS
3POSTS TO BE USED FOR
ALL SIGNS AND SHALL
BE DRIVEN INTO
GROUND MIN
1/8 THIC- GALV STEEL
REFLECTIVE SIGN PANEL
2 OD STEEL PIPE
PAINTED BLAC-
UNDISTURBED SUBGRADE
FINISH GRADE
SURFACE MATERIAL
MAY VARY
Ä
0
M
I
N
M
O
U
N
T
I
N
G
H
E
I
G
H
T
BREA- AWAY
POST HINGE
12 SIGN POLE INSTALLATION
SCALE: NTS
13 SIGN TABLE SCHEDULE
SCALE: NTS
SIGN
NODESCRIPTION MUTCD
NO/SIZE 3UANTITY
A
B M1982
12Z18
RÄ1
12Z186
3
SITE SIGN TABLE
PARKING
RESERVED
PARKING
NO
GREEN
LEGEND/BORDER
WHITE B-GD
GREEN
LEGEND/BORDER
WHITE B-GD
COLORS
ANYTIME
1PAR-ING LOT STRIPING DETAIL
SCALE: NTS
NOTES:
1ALL DIMENSIONS SHALL BE IN ACCORDANCE WITH ADA STANDARD AND CURRENT ZONING AND SITE
REGULATIONS
2PAINTED ACCESSIBLE LOGO TO BE IN ACCORDANCE WITH NEW YOR- STATE LAW
3SLOPE OF PAVEMENT SURFACE IN HANDICAP PAR-ING AREA SHALL NOT EXCEED 2 IN ANY
DIRECTION
TYPICAL
COMMON PAR-ING
SPACE
10 MIN
ACCESS
AISLE
10
18
HC PAR-ING COMMON
PAR-ING
WIDE WHITE
PAINTED PAR-ING
STRIPES COMMON
SPACES
ACCESSIBLE ICON
SEE NOTE 3
SEE PLAN FOR SIGN
LOCATIONS SEE
DETAIL CÄ11Ä03 FOR
SIGN TYPE TYP
11 INTENSIVE GREEN ROOF DETAIL
SCALE: NTS
ROOF FLASHING
PROTECTED BY
COUNTER FLASHING
ROOF DRAIN
ROOF DEC-
EDGE OF
BUILDING
OVERFLOW
GRATE
6Ä2 FILTER MEDIA
DRAINAGE FILTER FABRIC
DRAINAGE LAYER
PROTECTION LAYER
ROOT BARRIER
WATERPROOFING
6 MIN
ABOVE
FILTER
MEDIA
PROTECTED OVERFLOW SYSTEM
SA
V
E
D
A
T
E
:
8/
1
1
/
2
0
2
6
:
2
P
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:
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0
2
6
P
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2
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CONSTRUCTION DETAILS
CÄ12
20
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB 2026XXXX
DRAWING NO.
PROJECT NO.
PROJECT
DRAWING TITLE
DATE:
REVISIONS
DATE DESCRIPTION
IT IS A VIOLATION OF NEW YOR- 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
08/13/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 20
PREPARED FOR
DIG SAFE NOTE:
THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF
DIG SAFE MAR-INGS UTILITIES SHOWN ARE NOT
WARRANTED TO BE EXACT OR COMPLETE THE
CONTRACTOR SHALL CONTACT DIG SAFE AT 811 BEFORE
COMMENCING ANY WOR- 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 269 BROADWAY SURVEY BY THOMPSON FLEMING
LAND SURVEYORS PC ON JAN 1 201
74 Warren Street, Suite 1
Saratoga Springs, NY 12866
518.450.4030
TRUST| QUALITY
COLLABORATION | INNOVATION
2602
269 BROADWAY SARATOGA LLC
39 BROADWAY
SARATOGA SPRINGS NY 12866
269 BROADWAY
PERMITS APPROVALS8/13/26
NOTES:
1INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED WITH THE CITY ELECTRICIAN AND
DEPARTMENT OF PUBLIC WOR-S
USE 120V POWER
2THE OWNER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID
THE CITY OF SARATOGA TA-ES OVER THE LIGHT ONCE CONNECTED
3ELECTRIC SERVICES: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2 SCHEDULE 0 PVC
NONÄMETALLIC CONDUIT UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 80 PVC IS RE3UIRED 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 8 INCH COPPER GROUND ROD IN HANDHOLE WIRE AND CONDUIT FROM THE HANDHOLE
TO POLE OR BOX PER NATIONAL GRIDS STANDARDS IF CONNECTING ONLY ONE LIGHT PROVIDE
WATERTIGHT FUSEHOLDER FERRAZ SHAMUT FEBÄ21Ä21 1P 600V WITH 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 HEBÄAA FUSEHOLDER WITH 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 THIC-NESS AND LOC-
WASHER
12
Ä
0
1
Ä
8
3
Ä3 DIA TAPERED POLE
12 WALL THIC-NESS
6063ÄT6 STRUCTURAL
GRADE ALUMINUM
POLE WELDED FOR SINGLE
UNIT CONSTRUCTION
CAST ALUMINUM FINIAL AND
ROOF SAME FINISH AS POLE
ARC22TÄMDL03 LED: 6 WATT
2200 COLOR TEMPERATURE TYPE
DISTRIBUTION 120Ä2 VOLT
DIMMABLE DRIVER
ACRYLIC ACORN LENS
T TWIST LOC- FITTER
DRIVER COMPARTMENT
ELETRONIC PHOTOCELL
STREET SIDE
ACCESS DOOR
1 DIA BASE 0 FLOOR THIC-NESS
FOUR ANCHOR BOLTS AND ONE GROUND STUD
BLAC- FINISH
FINISH GRADE
3 CHAMFER
ZINC PLATED ANCHOR BOLT
ASSEMBLY PER MANUFACTURERS
RECOMMENDATIONS
2 PVC SCHEDULE 0
NO DIRECT BURIAL
GROUND ROD PER NEC
000 PSI CONCRETE BASE WITH
SONOTUBE FIBER FORM 20 DIA
UNDISTURBED SUBGRADE
OR COMPACTED TO 90
STANDARD PROCTOR
20
Ä
0
M
I
N
B
E
L
O
W
F
I
N
I
S
H
G
R
A
D
E
2
M
I
N
3
1 DIA BASE 12 DIA BOLT CIRCLE
DIAMOND PATTERN FOUR 12 X 18 ANCHOR
BOLTS
STREET
PHOTOCELL
ACCESS DOOR
CATALOG NUMBER :
PTÄD60SRLEDÄTÄAR22TÄMDL03ÄAÄPEC/212T/B-
2 CITY OF SARATOGA LIGHT POLE AND BASE
SCALE: NTS
1 PLANT BED PAVER EDGING
SCALE: N.T.S.
SEE CÄ110 FOR SURFACE TYPE PLANT BED
PAVER BORDER
PLASTIC EDGE
NAIL
SUBGRADE
NOTES:
1 CHAMBERS SHALL MEET THE RE3UIREMENTS OF ASTM F218Ä16A
STANDARD SPECIFICATION FOR POLYPROPYLENE
PP CORRUGATED WALL
STORMWATER COLLECTION CHAMBERS
2 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F28
STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC
CORRUGATED WALL STORMWATER COLLECTION CHAMBERS
3 PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE
EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION
WALLS
6 INFILTRATOR DETAIL
SCALE: NTS
MANIFOLD DETAIL
HDPE MANIFOLD STUB
STORMTECH END CAP
STORMTECH CHAMBER
OUTLET TEE WHERE
SHOWN ON PLANS
FL
O
W
FLOW
MIN 12 INSERTION
MANIFOLD TRUN-
12
MIN
6
M
I
N
NO 2 CRUSHED STONE WRAPPED
IN GEOTEXTILE FILTER FABRIC
10
MI
N
UNPAVED AREAS PAVED AREAS
6 MIN STONE
ABOVE CHAMBER
16
SCÄ310 BED SECTION DETAIL
12 MIN
TYP
COVER ENTIRE ISOLATOR ROW W/ ADS
GEOSYNTHETICS 601T NONÄWOVEN
GEOTEXTILE OR APPROVED E3
STORMTECH SCÄ310 ISOLATOR
ROW OR APPROVED E3
18 MIN
CO
N
C
R
E
T
E
S
L
A
B
8
M
I
N
TH
I
C
-
N
E
S
S
CHAMBER
SDR3 PIPE
12 NYLOPLAST INLINE
DRAIN BODY W/SOLID
HINGED COVER
PART 212AGIP
SOLID COVER: 1299CGC
INSERTA TEE PART
P26FBSTIP INSERTA
TEE TO BE CENTERED ON
CORRUGATION CREST
PAVEMENT
CONCRETE COLLAR
END CAP
OBSERVATION PORT DETAIL
3
STORMTECH SCÄ310 INFILTRATOR
ROW OR APPROVED E3
BASE ELVARIES SEE PLAN
3 TILE TECH PEDESTAL
SCALE: NTS
NOTES:
1 INSTALLATION MUST BE COMPLETED IN ACCORDANCE WITH TILE TECH
PAVERS PRODUCT SPECIFICATIONS
2 DRAWING NOT TO SCALE
3 USE OF BUFFER PADS IS MANDATORY
CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION
VISIT YYYTILETECHPAVERSEQO
ROOF DEC-
PERIMETER GAP 1/8 MAX
REMOVE EXTRA SPACER TAB ON
PERIMETER PEDESTAL
UNIÄJUST PEDESTALS 1/2 TO
22 HIGH 0Ä6 SLOPE
TILE TECH PAVERS
SELFÄLEVELING CAP
0Ä6 SLOPE
INSULATION 60RUK MIN
THRESHOLD AND PEDESTAL HEIGHT MAY VARY
GENERAL NOTES: APPLY TO ALL OF THE ABOVE PRODUCTS
1 INSTALLATION MUST BE COMPLETED IN ACCORDANCE WITH PRODUCT SPECIFICATIONS
2 DRAWING NOT TO SCALE
3 USE OF BUFFER PADS IS MANDATORY
ARTIFICIAL TURF ON PEDESTALSÄ PROFILE VIEW
TURFÄTRAY
4“ø SDR35 PVC
LOC-ÄDIS- CUT OUT
ADHESIVE TRAC-
4“ø SDR35 PVC
HYBRID PEDESTAL SYSTEM
ARTIFICIAL TURF
TURFÄTRAY
TURFÄTRAY
SIDE ³A´
SIDE ³B´
SCREW TRAC-
TURFÄTRAY SYNTHETIC TURF SYSTEM COMPONENTS INCLUDES A
S3UAREÄGRID STRUCTURAL TRAY WITH A ADHESIVE TRAC-
SCREW ANCHORING FOR THE ARTIFICIAL TURF THE TRAYS ARE
LOC-ED TOGETHER USING THE HEX LOC- DIS- HEX 2MM SPACER
TABS AND USER SUPPLIED 1ÄÉ´ BLAC- RUST PROOF SCREWS IN
ADDITION TO CHEMÄLIN- M1 ADHESIVE POSITION AND LEVEL
HYBRID PEDESTAL SYSTEM ON TO GRID / CHAL- LINES AND PLACE
TURFÄTRAY ON TO PEDESTAL SYSTEM LEVEL SECURE FOUR
ADJACENT CORNERS TO PEDESTAL SYSTEM USING HEXÄLOC- DIS-
AND SECURE WITH DEC- SCREW AT TERMINATION POINTS AND
WALL THE HEXÄTRAY CAN BE CUT TO FIT STRETCH SECURE
SYNTHETIC TURF TO TURFÄTRAY USING ADHESIVE APPLIED TO THE
ADHESIVE TRAC- OR MECHANICALLY FASTENED USING SCREW TO
THE TRAY
ADHESIVE TRAC-
PGTKOGVGT ZQPG
SCREW DOWN
PGTKOGVGT ZQPG
SPRIN-LER
WCUJFQYP S[UVGO
ADHESIVE TRAC-
AWZKNKCT[ ZQPG
ARTIFICIAL TURF ON PEDESTALS DETAIL
SCALE: NTSPEDESTAL PAVER AND GREEN ROOF EDGE DETAIL
SCALE: NTS
GENERAL NOTES: APPLY TO ALL OF THE ABOVE PRODUCTS
1 INSTALLATION MUST BE COMPLETED IN ACCORDANCE WITH TILE TECH PAVERS PRODUCT SPECIFICATIONS
2 DRAWING NOT TO SCALE
3 USE OF BUFFER PADS IS MANDATORY
CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT YYYTILETECHPAVERSEQO
ROOF DEC-
³
S
D
R
3
PV
C
FILTER FABRIC
LÄCHANNEL WITH
DRAIN HOLES
GREEN ROOFPAVER
STORMWATER PLANTER DETAIL
SCALE: NTS
NOTES:
1PLANTERS SHALL BE TOURNESOL -ITSAP MODULAR PLANTERS IN THE COLOR TEXTURED BLAC-
2AAMA 260 POLYESTER POWDER COAT WITH ZINCÄFREE EPOXY PRIMER
3ALL DIMENSIONS ARE NOMINAL ACTUAL SIZE MAY VARY
/Ä 1/8 UNLESS SPECIFIED OTHERWISE
THE SOIL FOR PLANTER SHALL BE A UNIFORM MIX FREE OF STONES STUMPS ROOTS OR OTHER SIMILAR
OBJECTS LARGER THAN TWO
2 INCHES IN DIAMETER NO OTHER MATERIALS OR SUBSTANCES SHALL BE
MIXED OR DUMPED WITHIN THE PLANTER THAT MAY BE HARMFUL TO PLANT GROWTH OR PROVE A
HINDRANCE TO PLANTING MAINTENANCE OPERATIONS THE PLANTING SOIL SHALL BE FREE OF NOXIOUS
WEEDS THE SOIL MIXTURE SHALL BE A MIXTURE OF TWO
2 PARTS SAND AND ONE
1 PART TOPSOIL BY
VOLUME SAND SHALL MEET THE RE3UIREMENTS OF NYSDOT 030 CONCRETE SAND THE TOPSOIL
SHALL MEET THE RE3UIREMENTS OF NYSDOT 13Ä01 TOPSOILÄTYPE A THE MIXTURE SHALL HAVE A PH
RANGE OF 2 TO 6
SCH 0 PVC
OVERFLOW DRAIN PIPE
OVERFLOW DRAIN
SCH 0 PERFORATED
PVC DRAIN PIPE
SCH 0
PVC END CAP
2
Ä
6
3
10 NO STONE
DRAINAGE LAYER
WASHED NO FINES
18 FILTER MEDIA
3 RIVER ROC-
MULCH
FILTER FABRIC
SEE PLANS FOR
SURFACE TYPE
WATERPROOFING
ROOT BARRIER
PROTECTION LAYER
ROOF DEC-