HomeMy WebLinkAbout20260708 269 Broadway Site Plan Review Plans269 BROADWAY
269 BROADWAY
SARATOGA SPRINGS NY 1266
CÄ000 COVER SHEET
CÄ010 MASTER NOTES
CÄ020 EXISTING CONDITIONS
CÄ00 WZTC PLAN
CÄ01 DEMOLITION EROSION
SEDIMENT CONTROL PLAN
CÄ110 LAYOUT MATERIALS PLAN
CÄ111 ROOFTOP LAYOUT
MATERIALS PLAN
CÄ112 COURTYARD LAYOUT
MATERIALS PLAN
CÄ11BASEMENT/GARAGE LAYOUT
PLAN
CÄ210 GRADING DRAINAGE PLAN
CÄ211 ROOFTOP GRADING PLAN
CÄ212 COURTYARD GRADING PLAN
CÄ10 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:
10/29/2026
TAX MAP ID: 16Ä1Ä
ZONING DISTRICT: URBAN CORE DISTRICT
TÄ6
LOT SIZE: 01 ACRES
PROJECT LOCATION
BR
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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
1 61Ä02
CIVIL ENGINEER/LANDSCAPE ARCHITECT:
STUDIO A ^ LANDSCAPE ARCHITECTURE
ENGINEERING DPC
WARREN STREET
SARATOGA SPRINGS NY 1266
CONTACT: MATTHEW HUNTINGTON PE/ -IRSTEN CATELLIER RLA
PHONE: 1000
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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
10/29/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 1
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 11 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
9 BROADWAY
SARATOGA SPRINGS NY 1266
269 BROADWAY
PERMITS APPROVALS/1/26
REVISIONS PER PB COMMENTS10/2/26
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
690
BROADWAY
20
HAMILTON
MIN BUILD OUT
ABUTTING ANY
PUBLIC ROW
099
PAR-ING SPACES
EXEMPT
1 SPACES PER
UNIT
SPACES
10 LIFTS
SPACES
BICYCLE SPACES
11 TOTAL SPACES
RE3UIRED
AT LEAST 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
APPLICANT 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
CONTACT 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
10/29/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 1
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 11 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
9 BROADWAY
SARATOGA SPRINGS NY 1266
269 BROADWAY
PERMITS APPROVALS/1/26
REVISIONS PER PB COMMENTS10/2/26
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
CONTRACTOR 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
ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO PREVENT MUD
ONTO PUBLIC WAYS ANY MUD ON PUBLIC WAYS ORIGINATING FROM THE JOB SITE SHALL BE
CLEANED DAILY BY THE CONTRACTOR ONLY
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
THE 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
THE 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
TA-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
ALL TEMPORARY EROSION AND SEDIMENT
E S CONTROL MEASURES SHALL BE INSTALLED
PRIOR TO ANY EARTH DISTURBANCE E S CONTROL DEVICES SHALL BE REGULARLY INSPECTED
AND MAINTAINED AS NEEDED TO ENSURE SATISFACTORY PERFORMANCE ANY DAMAGE
OCCURRING DURING THE COURSE OF CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR
AT NO ADDITIONAL EXPENSE TO THE OWNER ASSOCIATED FINES RESULTING FROM SUCH
DAMAGE SHALL ALSO BE PAID BY THE CONTRACTOR
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:H 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
1 PER FOOT ANY DISCREPANCIES NOT ALLOWING THIS TO
OCCUR SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE IMMEDIATELY BEFORE
CONTINUING WOR-
EXCAVATION RE3UIRED WITHIN 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
1EXCAVATION 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 0 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 20
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 D69
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:
1CRUSHED STONE WHERE CALLED FOR ON THE DRAWINGS SHALL CONFORM TO NYS
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 0Ä02 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 OF TOPSOIL AND SEEDED TO ESTABLISH A DENSE GROWTH OF TURF
Ä SUBPART 2Ä EXCAVATION OPERATIONS OF NEW YOR- DEPARTMENT OF LABOR INDUSTRIAL
CODE RULE 2
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
ALL GRAVITY SEWER PIPING SHALL BE SDR 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 1 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
FOLLOWING 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 HÄ0 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 1 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
TRACER WIRE SHALL BE A MIN OF 12 AWG COPPER CLAD STEEL W/ MIN 0 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 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
ALL 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
MAINTENANCE 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 ´ 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 MINOR CONTOURS
EXISTING TREE TO REMAIN
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EXISTING CONDITIONS
CÄ020
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
10/29/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 1
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 11 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
9 BROADWAY
SARATOGA SPRINGS NY 1266
269 BROADWAY
PERMITS APPROVALS/1/26
REVISIONS PER PB COMMENTS10/2/26
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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SIGN 2
SIGN 2
SIGN 2
SIGN 2
SIGN
SIGN
SIGN
SIGN
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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W
A
Y
S
T
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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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WZTC PLAN
CÄ00
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
10/29/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 1
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 11 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
9 BROADWAY
SARATOGA SPRINGS NY 1266
269 BROADWAY
PERMITS APPROVALS/1/26
REVISIONS PER PB COMMENTS10/2/26
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
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 1:0RO AND
:0RO 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: 02 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 CÄ10
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 CÄ10UTILITY 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
CONCRETE WAL-S TO BE DEMOLISHED
AND REMOVED TERMINATE REMOVALS
AT NEAREST JOINT
CONCRETE WAL-S TO BE DEMOLISHED AND REMOVED
TERMINATE REMOVALS AT NEAREST JOINT
EXISTING LIGHT POLE
TO REMAIN
EXISTING BENCHES TO BE REMOVED
EXISTING TREE TO BE REMOVED
EXISTING LIGHT TO BE REMOVED
EXISTING LIGHT 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
10/29/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 1
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 11 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
9 BROADWAY
SARATOGA SPRINGS NY 1266
269 BROADWAY
PERMITS APPROVALS/1/26
REVISIONS PER PB COMMENTS10/2/26
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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DEMOLITION EROSION
SEDIMENT CONTROL
PLAN
CÄ01
PROPOSED BUILDING
SEE ARCH PLANS
GROUND FL 290
FFE 2990
600
600
11
0
0
11
0
0
PROPOSED INTERIOR COURTYARD SEE CÄ112
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-
16
0
0
20
1
2
9000
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
RELOCATED BUS
ONLY SIGN
RELOCATED CROSS
WAL- SIGN
0
0
12
12
100
0
600
22
1
900
16
12
12
9
0
6 CIP CONC CURB
TYP
R
0
0
L
R
0
0
L
R0
0
L
R
0
0
L
PROPERTY LINE
LEGEND
PROPOSED EASEMENT
PROPOSED ASPHALT SURFACE
PROPOSED LIGHTÄDUTY
CONCRETE SURFACE W/SNOW
MELT
PROPOSED HEAVYÄDUTY
CONCRETE SURFACEW/SNOW
MELT
PROPOSED PERMEABLE
PAVERS WITH STONE BASE
PROPOSED PERMEABLE
PAVERS WITH PEDESTAL
GREEN ROOF
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
10/29/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 1
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 11 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
9 BROADWAY
SARATOGA SPRINGS NY 1266
269 BROADWAY
PERMITS APPROVALS/1/26
REVISIONS PER PB COMMENTS10/2/26
APPROVED UNDER AUTHORITY OF A RESOLUTION
ADOPTED BY THE PLANNING
BOARD OF THE CITY OF SARATOGA SPRINGS
CHAIRPERSON DATE SIGNED
PB 2026XXXX
CÄ10
9B
CÄ10
9A
CÄ10
CÄ11
6
CÄ10
CÄ11
6
CÄ10
CÄ10
CÄ11
12
CÄ10
9A
CÄ10
9B
CÄ10
9A
CÄ10
9B
CÄ12
2
CÄ11
6
X X 6H CIP CONC
CURB CORNER
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
1
0
102
0
0
22
10
12
10
0
0
21
0
0
1
00
11
0
0
0
0
0
0
R1
2
L1
0
R
L
1
1
2
R2
L12
R
0
L
1
0
0
0
R
L0
R
1
L6
0
6
1
0
10
1
0
0
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
6H RAISED PLANTER BED IN MODEL
-ITSAP AS MANUFACTURED BY TOURNESOL
IN COLOR TEXTURED BLAC-
TYP
R
0
L
R00
L120
PROPERTY LINE
LEGEND
PROPOSED EASEMENT
PROPOSED ASPHALT SURFACE
PROPOSED LIGHTÄDUTY
CONCRETE SURFACE W/SNOW
MELT
PROPOSED HEAVYÄDUTY
CONCRETE SURFACEW/SNOW
MELT
PROPOSED PERMEABLE
PAVERS WITH STONE BASE
PROPOSED PERMEABLE
PAVERS WITH PEDESTAL
GREEN ROOF
DECOMPOSED GRANITE
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
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
10/29/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 1
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 11 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
9 BROADWAY
SARATOGA SPRINGS NY 1266
269 BROADWAY
PERMITS APPROVALS/1/26
REVISIONS PER PB COMMENTS10/2/26
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
11
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 27 28
34
33
32
31
36
37 39
49
484746
50
6
29
35
30
Car Lift
Car Lift
Car Lift
Car Lift
Car Lift
Car Lift
Car Lift
EVEVEVEV
DN
UP
45
Car Lift
44
Car LiftADA
38
ADA ADA
26
43
Car Lift
42
Car LiftCar LiftCar Lift
51
52
Elec.
Utilities Service
Service
Mechanical
Room
25'-6" x 22'-0"
Trash
15'-0" x 15'-0"
225 SF
560 SF
Elev.Elev.Elev.Elev.
41
Car Lift
40
Car Lift
54
53
Retail
TrashTrash
16'-0" x 14'-2"
227 SF
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
CÄ11
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
10/29/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 1
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 11 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
9 BROADWAY
SARATOGA SPRINGS NY 1266
269 BROADWAY
PERMITS APPROVALS/1/26
REVISIONS PER PB COMMENTS10/2/26
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
1B
CÄ11
1A
CÄ11
12
CÄ11
12
SPECIAL NOTE:
EXEMPT FROM PAR-ING RE3UIREMENTS IN URBAN CORE
DISTRICT
TÄ6 IF PROVIDING PAR-ING IT NEEDS TO
MEET THE MINIMUM USE RE3UIREMENTS
PAR-ING RE3UIREMENTS IN URBAN CORE DISTRICT
TÄ6 :
1 SPACES/UNIT
6 UNITS X 1 SPACES RE3UIRED SPACES
PROPOSED: PAR-ING SPACES
10 LIFTS TOTAL
SPACES
BI-E STORAGE
PROPERTY LINE
LEGEND
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
60
62
860
96900 PROPOSED SPOT GRADES
020
PROPOSED BUILDING
SEE ARCH PLANS
GROUND FL 290
FFE 2990
2
9
9
0
0
0
1
0
2
29
29
2929296
29
29
296
2929299
00
0
2
29
01
0
TC: 2920
BC: 2920
TC: 290
BC: 29
TC: 291
BC: 291
TC: 29
BC: 292
TC: 291
BC: 291
TC: 296
BC: 296
TC: 2900
BC: 2900
290
290
290
290
290
291
2929292969 2906
290
290
291
291
2960
29902990
2990
2990
2910
29
TC: 0000
BC: 2990
TC: 00
BC: 00
TC: 02
BC: 01
TC: 29910
BC: 2960
0
1
21
0
0
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:
GRADING DRAINAGE
PLAN
CÄ210
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
10/29/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 1
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 11 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
9 BROADWAY
SARATOGA SPRINGS NY 1266
269 BROADWAY
PERMITS APPROVALS/1/26
REVISIONS PER PB COMMENTS10/2/26
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
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
860
96900 PROPOSED SPOT GRADESPROPOSED BUILDING
SEE ARCH PLANS
GROUND FL 290
FFE 2990
296
29
29299
290290
290290
290
290
290290
290
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:
COURTYARD GRADING
PLAN
CÄ212
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
10/29/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 1
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 11 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
9 BROADWAY
SARATOGA SPRINGS NY 1266
269 BROADWAY
PERMITS APPROVALS/1/26
REVISIONS PER PB COMMENTS10/2/26
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 290
FFE 2990
0
0
29
0029
SOLVENT WELDED SDR 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 TRANSFORMER 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
0 X 0 PRECAST CONC CATCH
BASIN
CBÄ1
RIM EL 002
6 N INLET INV EL 2900
10 S OUTLET INV EL 2906
12 W OUTLET INV EL 29
0 X 0 PRECAST CONC
CATCH BASIN
CBÄ2
RIM EL 299
12 E INLET INV EL 292
6 S INLET INV EL 29
12 W OUTLET INV EL 2900
STORMTECH DCÄ0 INFILTRATION CHAMBER BED:
ROWS OF
CHAMBERS/ROW
STONE INV EL 29012 X 2L HDPE STORM PIPE
SLOPE " 2
MAINTAIN MIN 1 OF VERTICAL SEPARATION
AT ALL SEWER AND WATER LINE CROSSINGS
UTILITY EASEMENT
PRECAST CONC DOGHOUSE CATCH BASIN
CBÄ
RIM EL 299
12 E INLET INV EL 292
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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:
10
/
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:
UTILITY PLAN
CÄ10
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
10/29/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 1
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 11 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
9 BROADWAY
SARATOGA SPRINGS NY 1266
269 BROADWAY
PERMITS APPROVALS/1/26
REVISIONS PER PB COMMENTS10/2/26
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
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 290
FFE 2990
2
9
9
0
0
0
1
0
2
29
29
2929296
29
29
296
2929299
00
0
2
29
01
0
29
0
1
FOR GROUND LEVEL COURTYARD Ä
SEE SHEET L12
CF
1 GB
UH S
MOVABLE PLANTERS Ä TO BE
PLANTED BY APPLICANT SEASONALLY
2 NW
BOSTON IVY IN PLANTERS
WIRES GROWING UP WALL
SB
EXISTING TREE TO REMAIN
6 UH PL
269 UH S
1 GJ
6 BJ
6 BW
1 CE
1 RR
HW
19 NW
11 CE
10 SB
NW
10 RR
10 CE
10 PT
PT
10 UH PL
1 UH PL
12 SH
20 SB
10 CE
NW
19 SH
2 SB
6 RR
NW
1 CE
19 UH PL
0 UH PL
9 UH PL
SYMBOL CODE 3TY BOTANICAL / COMMON NAME SIZE CONTAINER
TREES
BJ 6 BETULA PLATYPHYLLA JEFPAR- / PAR-LAND PILLAR ASIAN WHITE BIRCH CALB B
CF CORNUS FLORIDA / FLOWERING DOGWOOD CAL B B
GB 1 GIN-GO BILOBA / MAIDENHAIR TREE CAL B B
GJ 1 GIN-GO BILOBA JADE BUTTERFLY / JADE BUTTERFLY MAIDENHAIR TREE CALB B
11 SUBTOTAL:
SHRUBS
CE 61 CENCHRUS ALOPECUROIDES HAMELN / HAMELN FOUNTAIN GRASS 2 CONTAINER
HW HYDRANGEA ARBORESCENS / SMOOTH HYDRANGEA CONTAINER
NW NEPETA X WAL-ERS LOW / WAL-ERS LOW CATMINT 1 CONTAINER
RR ROSA X RADWHITE / WHITE -NOC- OUT ROSE 2 GALPOT
SH 1 SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED 1 CONTAINER
SB 0 STACHYS BYZANTINA BIG EARS / BIG EARS LAMBS EAR 2 CONTAINER
22 SUBTOTAL:
SYMBOL CODE 3TY BOTANICAL / COMMON NAME SIZE CONTAINER SPACING
SHRUB AREAS
BW 9 BUXUS MICROPHYLLA JAPONICA WINTER GEM / WINTER GEM JAPANESE BOXWOOD 2 GALPOT 1 QE
9 SUBTOTAL:
GROUND COVERS
PT SF PARTHENOCISSUS TRICUSPIDATA / BOSTON IVY POT POT 1 QE
PL 6 SF PRAIREÄNURSEY MX SEED / NO MOW LAWN ÄÄÄ
S SF SEDUM MIX ÄÄÄ CUTTINGS
6 SF SUBTOTAL:
PLANT SCHEDULE
SA
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:
10
/
2
9
/
2
0
2
6
:
0
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CH
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:
OVERALL PLANTING
PLAN
CÄ10
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
10/29/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 1
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 11 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
9 BROADWAY
SARATOGA SPRINGS NY 1266
269 BROADWAY
PERMITS APPROVALS/1/26
REVISIONS PER PB COMMENTS10/2/26
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
29
UH S
2 NW
SB
269 UH S
1 GJ
6 BJ
6 BW
1 RR
HW
19 NW
11 CE
10 SB
NW
10 RR
10 CE
10 PT
PT
PROPERTY LINE
LEGEND
PROPOSED TREES
PROPOSED BUILDING
PROPOSED SHRUBS
SA
V
E
D
A
T
E
:
10
/
2
9
/
2
0
2
6
:
0
0
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:
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2
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A
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PL
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:
CL
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:
DR
A
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N
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:
CH
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C
-
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D
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:
COURTYARD PLANTING
PLAN
CÄ12
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
10/29/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 1
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 11 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
9 BROADWAY
SARATOGA SPRINGS NY 1266
269 BROADWAY
PERMITS APPROVALS/1/26
REVISIONS PER PB COMMENTS10/2/26
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 290
FFE 2990
01
01
01
01
00
00
20
00
00
00
0
0
01
01
00
00
12
1
00
00
00
DM
0
0
01
01
00
2
20
00
00
00
62
1
0
01
01
00
11
12
00
00
00
NOT FOR
1
0
01
00
00
20
00
00
00
29
12
0
01
01
00
10
11
00
00
00
06
0
02
01
00
00
22
11
02
00
00
02
02
01
01
00
00
10
10
0
DM
02
02
01
01
00
00
00
09
61
11
01
0
0
02
01
00
00
00
01
DM
29
0
20
10
0
01
01
00
00
00
01
06
01
20
0
01
01
00
NOT FOR
00
16
2
0
1
20
0
01
01
00
00
00
01
06
01
19
10
0
01
01
00
NOT FOR
00
1
02
0
0
02
01
00
00
00
00
0
1
0
00
00
00
00
00
00
NOT FOR
01
01
00
00
00
00
00
00
00
00
02
0
09
00
00
00
00
00
00
00
00
00
00
00
NOT FOR
00
00
00
00
00
00
0
01
00
00
00
00
00
00
00
00
00
00
00
00
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
DM
00
00
00
01
01
01
01
00
00
1
1
00
00
00
02
02
01
01
00
00
DM
00
00
00
0
0
02
01
01
00
1
1
00
00
00
1
1
0
01
01
NOT FOR
20
00
00
00
66
1
0
02
01
01
1
1
00
00
00
1
0
02
01
NOT FOR
2
19
00
00
00
10
06
0
02
01
01
1
1
01
00
00
0
0
0
NOT FOR
02
01
22
20
00
00
00
09
16
09
0
02
01
0
00
00
00
NOT FOR
1
06
0
01
6
02
00
00
00
22
9
2
0
0
01
1
0
00
00
00
0
0
1
119
1
21
120
1
0
0
02
01
01
02
2
0
00
00
00
0
NOT FOR
1
119
29
20
291
109
29
0
0
02
01
01
01
01
00
00
00
00
0
0
26
9
16
NOT FOR
1
2
0
0
01
01
01
00
00
00
00
00
00
02
0
1
DM
0
02
01
01
01
00
00
00
00
00
00
02
0
06
11
1
1
1
11
06
0
02
DM
01
01
00
00
00
00
00
00
01
02
0
0
0
0
0
0
0
02
01
01
01
NOT FOR
00
00
00
00
00
00
01
01
01
02
02
02
02
02
01
01
01
01
01
00
00
NOT FOR
00
00
00
00
PERMIT
PERMIT PERMIT
PERMIT
PERMIT
PERMIT
PERMITPERMIT
PERMIT
PERMIT
PERMIT
PERMIT
PERMIT
PERMIT
CITY OF SARATOGA
STANDARD STREET LIGHT
HIN-LEY PATH
LIGHTING TYP
MODEL: 1S-
-ICHLER UPLIGHTING
TYP MODEL: 1619AZT
EXISTING STREET
LIGHT TO REMAIN
WALL MOUNTED
ASHBERY LIGHT TYP
CÄ20
2
CÄ20
1
CÄ12
2
CÄ20
PROPOSED STREET LIGHT
PROPOSED BOLLARD LIGHT
PROPERTY LINE
LEGEND
PROPOSED UPLIGHT
PROPOSED WALL MOUNTED
LIGHT
A BQWNGXCTF SGTKGU AEQTP T ORVKE LGPU AET[NKE
AEQTP
ELECTRONIC POLE SVGTPDGTI LKIJVKPI
D60SRLEDÄ12L0TÄMDL00
120V 1P 2W 1
B BNCEM HQTOGF CNWOKPKWO JQWUKPI WRRGT HTQUVGF
RNCUVKE NGPU NQYGT ENGCT RNCUVKE NGPU PQ
GPENQUWTG
ELECTRONIC WALLLCPFUECRG FQTOU
APÄ10LÄ00FÄUV1
120V 1P 2W
DME HIN-LEY 120 V LARGE LED BOLLARD ELECTRONIC GROUND/STA-E
MOUNTED
1S-12V 1P 2W 2
AVERAGE FOOTÄCANDLES 12
MAXIMUM FOOTÄCANDLES
MINIMUM FOOTÄCANDLES 000
MINIMUM TO MAXIMUM FC
RATIO
000
MAXIMUM TO MINIMUM FC
RATIO
29 / 000
AVERAGE TO MINIMUM FC
RATIO
12 / 000
SA
V
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D
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E
:
10
/
2
9
/
2
0
2
6
:
0
0
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:
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0
2
6
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6
0
2
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2
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F
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PL
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:
CL
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B
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:
DR
A
W
N
B
Y
:
CH
E
C
-
E
D
B
Y
:
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
10/29/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 1
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 11 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
9 BROADWAY
SARATOGA SPRINGS NY 1266
269 BROADWAY
PERMITS APPROVALS/1/26
REVISIONS PER PB COMMENTS10/2/26
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
1 ASHBERY WALL MOUNTED LIGHT CUT SHEET 2 HIN-LEY PATH LIGHTING CUT SHEET
-ICHLER UPLIGHTING CUT SHEET
SA
V
E
D
A
T
E
:
10
/
2
9
/
2
0
2
6
:
0
2
P
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N
A
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:
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>
P
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0
2
6
P
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Q
L
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2
6
0
2
Ä
P
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B
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Q
C
F
Y
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>
D
W
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>
0
S
H
E
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S
>
2
6
0
2
A
D
E
T
A
I
L
S
F
Y
I
PL
O
T
T
E
D
B
Y
:
CL
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U
G
H
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A
N
DE
S
I
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N
B
Y
:
DR
A
W
N
B
Y
:
CH
E
C
-
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D
B
Y
:
CONSTRUCTION DETAILS
CÄ10
1
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
10/29/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 1
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 11 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
9 BROADWAY
SARATOGA SPRINGS NY 1266
269 BROADWAY
PERMITS APPROVALS/1/26
REVISIONS PER PB COMMENTS10/2/26
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
0
6 MIN DEPTH
AGGREGATE
6 MIN IMBEDMENT
TYPICAL
EXISTING GRADE
1
12 MAX
AGGREGATE
TRUC-SALL CONCRETE
WASHOUT HERE
SHALL
1
12BLAC- LETTERS
ON WHITE
BAC-GROUND
GALVANIZED U
Ä0 TO
BOTTOM OF SIGN
Ä0 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 FEET BY 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 6 LONG
DRIVEN 16 INTO
GROUND
10 MAX ℄ TO ℄
SECTION VIEW
16
M
I
N
A
B
O
V
E
G
R
A
D
E
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
6 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
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 AT TOP AND MID SECTION FENCE SHALL BE WOVEN WIRE 6 MAX MESH
OPENING
WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
OVERLAPPED BY SIX INCHES AND FOLDED FILTER CLOTH SHALL BE EITHER FIXTER X
MARAFI 100X 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
200 / 100 NA NA
2Ä1012 / 1000 20 / 2000 00 / 200
10Ä20100 / 0 10 / 1000 200 / 1000
20Ä60 / 00 0 / 0 100 / 1000
NOTE:
1STONE SIZE Ä USE 1 Ä TYPE STONE
2LENGTH Ä NOT LESS THAN 0 FEET
EXCEPT ON A SINGLE
RESIDENCE LOT WHERE A 0 MINIMUM LENGTH WOULD APPLY
THIC-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
WHEN 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
: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
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
1
12
10
UNDISTURBED
AREA
PLAN VIEW
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/1 STA-ES AT 2Ä0 OC
SLOPE " MIN 21
M
I
N
1
SEE PLANS
2
COURSE
BINDER
PAR-ING LOT
PAVEMENT
TYPE
1 1/2
COURSE
TOP
COURSE
GRAVEL
Ä10
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 2Ä LIFTS WITH TAC- COAT BETWEEN
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 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS
TOP COURSE Ä NYS DOT ITEM 020902 Ä 9F HMA
0 SERIES COMPACTION
TAC- COAT Ä NYS DOT ITEM 0Ä0102 DILUTED TAC- COAT
BINDER COURSE Ä NYS DOT ITEM 0219902 Ä 19F9 HMA 0
SERIES COMPACTION PG BINDER
LI3UID ASPHALT GRADE
SHALL BE PGÄ6Ä22
DEPTH TO
SUBGRADE
AS RE3D
STANDARD 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 0
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 BOTTOM
CLEARANCE
6 GRANULAR SUBBASE COURSE NYS DOT
SECT 0 TYPE COMPACTED TO 9
STANDARD PROCTOR
SUBGRADE COMPACED TO 90 STANDARD
PROCTOR
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
BOTTOM CLEARANCE
GRANULAR SUBBASE COURSE NYS DOT
SECT 0 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
EXPANSION 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 /
WASHED FRACTURED OPEN
GRADED STONE 9 AGGREGATE
PERMEABLE PAVER TYPE AND
COLOR TBD
JOINT FILLING MATERIAL 9
AGGREGATE WASHED FRACTURED
AND OPENGRADED
2 CHO-ER COURSE / WASHED
FRACTURED OPEN GRADED STONE
AGGREGATE
2 RESERVOIR WITH 0 VOIDS 1Ä1/2 Ä
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
CRITICAL ROOT
ZONE
CHAINLIN-
TREE PROTECTION DETAIL
SCALE: NTS
DRIPLINE
CONTINUOUS
CHAINLIN- FENCING
TREE PROTECTION AREA
STOC-PILING PROHIBITED
NOTES:
1TREE PROTECTION FENCING SHALL BE ERECTED AT THE EDGE OF THE CRITICAL ROOT ZONE OR BEYOND PRIOR TO THE START OF ANY
CONSTRUCTION ACTIVITY
2THE PROTECTED CRITICAL ROOT ZONE OF EACH TREE SHALL EXTEND FROM THE TRUN- A MINIMUM DISTANCE OF 1 FOOT FOR EACH INCH
OF TRUN- DIAMETER OR 6 WHICHEVER IS GREATER
FENCE SHALL BE MINIMUM HIGH ON ALL SIDES AND BE CONSTRUCTED OF CHAINLIN-
FENCE SHALL BE SUPPORTED BY VERTICAL POSTS DRIVEN 2
MIN INTO THE GROUND POSTS MUST AVOID MAJOR ROOTS AND MUST BE
SPACED NOT MORE THAN 10 APART
NO STOC-PILING OF MATERIALS VEHICULAR TRAFFIC OR STORAGE OF E3UIPMENT SHALL BE ALLOWED WITHIN THE FENCING FENCING
SHALL NOT BE MOVED OR REMOVED UNLESS APPROVED BY CITY FORESTER
6FENCING SIGNAGE AS DETAILED MUST BE POSTED IN A VISUALLY PROMINENT LOCATION
PLAN VIEW
ELEVATION VIEW
FENCING POST
10 MAX
M
I
N
MEASURE DBH OF TREE IN
INCHES THIS NUMBER IS THE
MINUMUM NUMBER OF FEET FROM
THE TRUN- THAT SHOULD BE
PROTECTED BY FENCING
DBH X INCHES
CRITICAL ROOT ZONE AREA
WITHIN X FEET FROM TRUN-
2
SA
V
E
D
A
T
E
:
10
/
2
9
/
2
0
2
6
:
0
2
P
M
FI
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:
Z:
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P
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6
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2
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:
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:
CONSTRUCTION DETAILS
CÄ11
16
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
10/29/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 1
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 11 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
9 BROADWAY
SARATOGA SPRINGS NY 1266
269 BROADWAY
PERMITS APPROVALS/1/26
REVISIONS PER PB COMMENTS10/2/26
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 RIVER ROC-
MULCH AROUND ALL SHRUBS
MULCH OVER 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 LONG
USE 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
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 X 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
BAC-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 :1 WITH HYDROSEED
APPLICATION OF FLEXTERRA
BONDED FIBER MATRIX OR
E3UAL
6 LOAM TOPSOIL
FREE DRAINING
FILL SOIL OVER
BEDROC-
EXISTING BEDROC-
12
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
1 MIN TOP OF
WATER MAIN TO
INVERT OF
SANITARY OR
STORM SEWER
ONE FULL
L
E
N
G
T
H
1/2 L
1 MIN TOP OF
SEWER TO BOTTOM
OF WATER MAIN
NOTES
1IF 1 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
ENCASE 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
1 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 HÄ0SS 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 Ä0 MIN OF
JOINTS OR OTHER TAPPING
SLEEVES
2CONCRETE SHALL NOT
CONTACT BOLTS OR ENDS OF
MECHANICAL JOINT FITTINGS
2Z CASTÄINÄPLACE
CONC THRUST
BLOC- 000 PSI
MIN
PAVED SURFACE UNPAVED SURFACE
OR 0 BEND
AS RE3UIRED
SLOPE 2 MIN TO 10 MAX
FL
O
W
OR 0 BEND AS RE3UIRED
PIPE BEDDING AS RE3UIRED
FLOW
UNDISTURBED SUBGRADE
CL
SCH 0 PVC SEWER LATERAL
10 MUNICIPAL SEWER MAIN
SCH 0
PVC WYE
CL
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
0 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
1
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
POSTS TO BE USED FOR
ALL SIGNS AND SHALL
BE DRIVEN INTO
GROUND MIN
1/ 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
1SIGN TABLE SCHEDULE
SCALE: NTS
SIGN
NODESCRIPTION MUTCD
NO/SIZE 3UANTITY
A
B M192
12Z1
RÄ1
12Z16
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
SLOPE 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
1
HC PAR-ING COMMON
PAR-ING
WIDE WHITE
PAINTED PAR-ING
STRIPES COMMON
SPACES
ACCESSIBLE ICON
SEE NOTE
SEE PLAN FOR SIGN
LOCATIONS SEE
DETAIL CÄ11Ä0 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
2 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
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:
10
/
2
9
/
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CONSTRUCTION DETAILS
CÄ12
1
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
10/29/2026
DRAWINGS
NOT FOR
CONSTRUCTION
DWG OF 1
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 11 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
9 BROADWAY
SARATOGA SPRINGS NY 1266
269 BROADWAY
PERMITS APPROVALS/1/26
REVISIONS PER PB COMMENTS10/2/26
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
ELECTRIC SERVICES: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2 SCHEDULE 0 PVC
NONÄMETALLIC CONDUIT UNLESS UNDER DRIVEWAYS WHERE SCHEDULE 0 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 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 0 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 1 INCH THIC-NESS AND LOC-
WASHER
1
H
I
G
H
T
DIA FLUTED ALUMINUM POLE Ä
STERNBERG MODEL NO 21ÄFP
VERDE GREEN FINISH 01 WALL
THIC-NESS 6061Ä T6 STRUCTURAL
GRADE ALUMINUM POLE WELDED
FOR SINGLE UNIT CONSTRUCTION
FINAL
SAME FINISH AS POLE LED
ROOFÄ MOUNTED OPTICS HEAT SIN-
FOR HEAT TRANSFER
THREE
EACH OLD TOWN STERNBERG
ORNAMENTAL FIXTURESÄ
2 MODEL
A0SRLED/T /
1 A0SRLED/T/PT
66WATT LED
ARC22 220- COLOR
TEMPERATURE
ACRYLIC LENS
SEALED LED/ OPTICAL ASSEMBLY
LED DRIVER W/ ELECTRICAL
3UIC-ÄDISCONNECT HEAVY WALL
CAST ALUMINUM FITTER WELDED TO
POLE TOP
W/ PHOTOCELL IN POLE
SHAFT
MODEL PM HEAVY WALL CAST
ALUMINUM MOUNTING BRAC-ETS
WITH VERDE GREEN FINNISH
ARM
FILIGREES CAST IN ONE PIECE
DECORATIVE BASE ACCESS
DOOR WITH STAINLESS STEEL
ALLEN HEAD SCREW
1 DIA BASE 0 FLOOR THIC-NESS
FOUR ANCHOR BOLTS AND ONE GROUND STUD
FINISH GRADE
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
1 DIA BASE 12 DIA BOLT CIRCLE
DIAMOND PATTERN FOUR 12 X 1 ANCHOR
BOLTS
STREET
PHOTOCELL
ACCESS DOOR
CATALOG NUMBER :
PTÄD60SRLEDÄTÄAR22TÄMDL0ÄAÄPEC/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 F21Ä16A
STANDARD SPECIFICATION FOR POLYPROPYLENE
PP CORRUGATED WALL
STORMWATER COLLECTION CHAMBERS
2 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2
STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC
CORRUGATED WALL STORMWATER COLLECTION CHAMBERS
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
9
M
I
N
NO 2 CRUSHED STONE WRAPPED
IN GEOTEXTILE FILTER FABRIC
12
MI
N
UNPAVED AREAS PAVED AREAS
6 MIN STONE
ABOVE CHAMBER
0
DCÄ0 BED SECTION DETAIL
12 MIN
TYP
COVER ENTIRE ISOLATOR ROW W/ ADS
GEOSYNTHETICS 601T NONÄWOVEN
GEOTEXTILE OR APPROVED E3
STORMTECH DCÄ0 ISOLATOR
ROW OR APPROVED E3
1 MIN
CO
N
C
R
E
T
E
S
L
A
B
M
I
N
TH
I
C
-
N
E
S
S
CHAMBER
SDR 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
6
STORMTECH DCÄ0 INFILTRATOR
ROW OR APPROVED E3
BASE ELVARIES SEE PLAN
TILE TECH PEDESTAL
SCALE: NTS
NOTES:
1 INSTALLATION MUST BE COMPLETED IN ACCORDANCE WITH TILE TECH
PAVERS PRODUCT SPECIFICATIONS
2 DRAWING NOT TO SCALE
USE OF BUFFER PADS IS MANDATORY
CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION
VISIT YYYTILETECHPAVERSEQO
ROOF DEC-
PERIMETER GAP 1/ 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
NOT USED
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
USE OF BUFFER PADS IS MANDATORY
CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT YYYTILETECHPAVERSEQO
ROOF DEC-
³
S
D
R
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
ALL DIMENSIONS ARE NOMINAL ACTUAL SIZE MAY VARY
/Ä 1/ 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 00 CONCRETE SAND THE TOPSOIL
SHALL MEET THE RE3UIREMENTS OF NYSDOT 1Ä01 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
10 NO STONE
DRAINAGE LAYER
WASHED NO FINES
1 FILTER MEDIA
RIVER ROC-
MULCH
FILTER FABRIC
SEE PLANS FOR
SURFACE TYPE
WATERPROOFING
ROOT BARRIER
PROTECTION LAYER
ROOF DEC-