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HomeMy WebLinkAbout20250203 Park Place & Cottage St. Site Plan DrawingLATERRA CONDOMINIUMS COTTAGE STREET PARK PLACE SARATOGA SPRINGS NY  COVER SHEET TAX MAP ID: ÄÄ LOT SIZE:  ACRES ZONE: UR MULTIÄFAMILY PROJECT LOCATION PROJECT LOCATION MAP CITY OF SARATOGA PLAN NOTESPREPARED FOR ZONING STATISTICS PROJECT TEAM VINCENT KATHERINE LATERRA COTTAGE STREET PARK PLACE SARATOGA SPRINGS NY  LANDSCAPE ARCHITECT/CIVIL ENGINEER: STUDIO A ^ LANDSCAPE ARCHITECTURE ENGINEERING DPC  9ARREN STREET SUITE  SARATOGA SPRINGS NY  CONTACT: KIRSTEN CATELLIER RLA / MATTHE9 E HUNTINGTON PE PHONE:  CÄ DRAWING NO. PROJECT NO. PROJECT DRAWING TITLE DATE: REVISIONS DATE DESCRIPTION IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION // DRAWINGS NOT FOR CONSTRUCTION DWG OF  PREPARED FOR 74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 TRUST| QUALITY  COLLABORATION | INNOVATION  VINCENT KATHERINE LATERRA COTTAGE ST PARK PLACE SARATOGA SPRINGS NY  LATERRA CONDOMINIUMS //PERMITS APPROVALS //PERMITS APPROVALS //PERMITS APPROVALS PERMITS APPROVALS// SHEET INDEX CÄCOVER SHEET CÄEXISTING CONDITIONS CÄDEMOLITION EROSION SEDIMENT CONTROL PLAN CÄLAYOUT MATERIALS PLAN CÄGRADING DRAINAGE UTILITIES PLAN CÄLIGHTING PLAN CÄPLANTING PLAN CÄCONSTRUCTION DETAILS CÄCONSTRUCTION DETAILS CÄCONSTRUCTION DETAILS ARCHITECT: FROST HURFF ARCHITECTS  LONG ALLEY SARATOGA SPRINGS NY  CONTACT: MATT HURFF PHONE:  SURVEYOR: THOMPSON FLEMING SURVEYORS PC  LAKE AVENUE SARATOGA SPRINGS NY  CONTACT: BILL THOMPSON PHONE:  PROJECT VICINITY MAP ALL 9ORK MUST CONFORM TO ALL FEDERAL STATE AND CITY CODES SPECIFICATIONS ORDINANCES RULES AND REGULATIONS THE ELEVATION BASE FOR CONTOURS AND BENCHMARKS ARE TO BE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM  APPLICANT MUST SUBMIT A LETTER OF CREDIT ESTIMATE FOR PROJECT SITE 9ORK TO THE CITY ENGINEER FOR REVIE9 AND APPROVAL LETTER OF CREDIT FUNDS MUST BE POSTED 9ITH THE CITY PRIOR TO PLANNING BOARD CHAIR SIGNATURE ON FINAL PLANS THE CONTRACTOR MUST SET UP A PREÄCONSTRUCTION MEETING 9ITH 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 9AY DEDICATIONS MUST BE VERIFIED AND APPROVED BY THE CITY ENGINEER PRIOR TO CONSTRUCTION THE APPLICANT MUST VERIFY THAT THE PROPOSED PROJECT CAN ACCOMMODATES THE TURNING MOVEMENTS OF ANY FIRE TRUCK THAT THE FIRE DEPARTMENT DESIGNATES THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT FROM THE DEPARTMENT OF PUBLIC 9ORKS FOR ANY 9ORK 9ITHIN THE STREET OR RIGHT OF 9AY OF ANY CITY STREET ROAD OR ALLEY CONTACT THE BUILDING INSPECTOR FOR A BLASTING PERMIT IF BLASTING IS RE3UIRED ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLO9ING OF SEDIMENT OR DEBRIS ONTO THE PUBLIC RIGHT OF 9AY ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES ALSO APPLY ALL REFUSE DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF SITE BY THE CONTRACTOR PRIOR TO SUBMISSION OF THE ASÄBUILT DRA9INGS NO CERTIFICATE OF OCCUPANCY 9ILL BE ISSUED UNTIL ALL SITE 9ORK HAS BEEN COMPLETED IN ACCORDANCE 9ITH THE APPROVED PLANS ALL DISTURBED SOILS OR BARE GROUND HAVE BEEN FULLY STABILIZED AND AN ASÄBUILT DRA9ING HAS BEEN PREPARED IN ACCORDANCE 9ITH THE RE3UIREMENTS OF THE CITY ENGINEER APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED BY THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS CHAIRPERSON DATE SIGNED PB XXXX PROJECT LOCATION UNION A V E PA R K P L A C E CO T T A G E S T R E E T LINCOLN AVE SCALE:   ž SCALE:   ž RE3žD PROPOSED LOT LOT  MIN LOT AREA  SF/DU  SF/DU  SF/DU MIN LOT 9IDTH  FT FT FT MAX BLDG COVERAGE  MAX IMP COVERAGE  MAX BLDG HT FTž Ä/Ä MAX FIRST FLOOR HT FTžÄ FRONT YARD SETBACK  FTžÄ FT REAR YARD SETBACK  FTžÄ FT INTERIOR SIDE SETBACK  FTžÄ FT CORNER SIDE SETBACK  FTžÄÄ PARKING SPACES  SPACES  STANDARD SPACES  ADA SPACE INTERIOR Ä BICYCLE SPACES  SPACES  DOUBLEÄBIKE RACK PER UNIT  SPACES TOTAL Ä Co t t a g e S t r e e t Park Place     ž EXISTING FIRE HYDRANT ž EXISTING FIRE HYDRANT DRAWING NO. PROJECT NO. PROJECT DRAWING TITLE DATE: REVISIONS DATE DESCRIPTION IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION // DRAWINGS NOT FOR CONSTRUCTION DWG OF  PREPARED FOR DIG SAFE NOTE: THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT 9ARRANTED TO BE EXACT OR COMPLETE THE CONTRACTOR SHALL CONTACT DIG SAFE AT  BEFORE COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM A DRA9ING TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND SURVEYORS PC ON  DECEMBER  74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 TRUST| QUALITY  COLLABORATION | INNOVATION  VINCENT KATHERINE LATERRA COTTAGE ST PARK PLACE SARATOGA SPRINGS NY  LATERRA CONDOMINIUMS //PERMITS APPROVALS //PERMITS APPROVALS //PERMITS APPROVALS PERMITS APPROVALS// EXISTING CONDITIONS CÄ on 24" x 36" sheet 10 20 40020 1 inch = 20 feet GRAPHIC SCALE Co t t a g e S t r e e t Park Place STABILIZED CONSTRUCTION ENTRANCE TOPSOIL STOCKPILE SURRONDED BY SILT FENCE CONCRETE 9ASHOUT TYP X X X X X X EXISTING ASPHALT PAVEMENT AND CONCRETE 9ALK TO BE REMOVED EXISTING TREE TO BE REMOVED TYP LIMIT OF DISTURBANCE  SF /Ä X X X X X X X EXISTING CONCRETE CURB TO BE REMOVED EXISTING CONCRETE CURB TO BE REMOVED EXISTING 9ARNING STRIP TO BE REMOVED X X X X X XXXXXX X ASPHALT PAVEMENT TO BE REMOVED FOR INSTALLATION OF 9ATER SERVICE CONNECTION SA9 CUT ALL EDGES ASPHALT PAVEMENT TO BE REMOVED FOR INSTALLATION OF STORM SE9ER CONNECTION SA9 CUT ALL EDGES ASPHALT PAVEMENT TO BE REMOVED FOR INSTALLATION OF 9ATER SERVICE CONNECTION SA9 CUT ALL EDGES COMPOST FILTER SOCK AT HARDSCAPE SURFACES TYP SILT FENCE TYP X X XXXXXX X X X X X EXISTING FENCE TO BE REMOVED TYP EXISTING CONCRETE CURB TO BE REMOVED TREE HAS BEEN PREVIOUSLY REMOVED TYP PROPERTY LINE LEGEND EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS SILT FENCE EXISTING FEATURE TO BE DEMOLISHED OR REMOVED 860 LIMITS OF DISTURBANCE EXISTING PAVEMENT TO BE DEMOLISHED/ REMOVED STABILIZED CONSTRUCTION ENTRANCE TREE TO BE PROTECTED X DRAWING NO. PROJECT NO. PROJECT DRAWING TITLE DATE: REVISIONS DATE DESCRIPTION IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION // DRAWINGS NOT FOR CONSTRUCTION DWG OF  PREPARED FOR DIG SAFE NOTE: THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT 9ARRANTED TO BE EXACT OR COMPLETE THE CONTRACTOR SHALL CONTACT DIG SAFE AT  BEFORE COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM A DRA9ING TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND SURVEYORS PC ON  DECEMBER  74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 TRUST| QUALITY  COLLABORATION | INNOVATION  VINCENT KATHERINE LATERRA COTTAGE ST PARK PLACE SARATOGA SPRINGS NY  LATERRA CONDOMINIUMS //PERMITS APPROVALS //PERMITS APPROVALS //PERMITS APPROVALS PERMITS APPROVALS// DEMOLITION EROSION SEDIMENT CONTROL PLAN CÄ on 24" x 36" sheet GRAPHIC SCALE 5 10 20010 1 inch = 10 feet SITE PREPARATION DEMOLITION NOTES: CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND SUBSURFACE CONDITIONS PRIOR TO THE START OF 9ORK COORDINATE ALL UTILITY RE3UIREMENTS AND 9ORK 9ITH THE APPROPRIATE UTILITY PROVIDER NOTIFY O9NERžS REPRESENTATIVE OF ANY AND ALL DISCREPANCIES ALL REFUSE DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED MATERIALS THAT ARE NOT TO BE STOCKPILED FOR LATER USE ON THE PROJECT OR DELIVERED TO THE O9NER 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 KNO9N TO CONTAIN HAZARDOUS MATERIALS OR SUBSTANCES CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF HAZARDOUS MATERIALS OR SUBSTANCES DISCOVERED DURING THE COMPLETION OF SPECIFIED 9ORK CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH 9ITHIN THE LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS TOPSOIL SHALL NOT BE REMOVED FROM THE SITE UNLESS APPROVED BY THE O9NERžS REPRESENTATIVE THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONDITIONS AND 9HICH ARE OUTSIDE THE LIMIT OF 9ORK CONTRACTOR SHALL IMPLEMENT AND BE RESPONSIBLE FOR ALL NECESSARY MEASURES AND PROCEDURES TO MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN PEDESTRIANS LOCAL TRAFFIC AND ROAD9AYS 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 9HERE APPLICABLE 9ITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO PREVENT MUD ONTO PUBLIC 9AYS ANY MUD ON PUBLIC 9AYS ORIGINATING FROM THE JOB SITE SHALL BE CLEANED DAILY BY THE CONTRACTOR ONLY CONTRACTOR SHALL BE RE3UIRED TO SECURE ALL PERMITS THAT MAY BE RE3UIRED FROM ALL JURISDICTIONS AFFECTED BY THIS 9ORK CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES NOT TO BE REMOVED EROSION SEDIMENT CONTROL NOTES: ALL EXPOSED SOIL DISTURBANCE SHALL BE IN ACCORDANCE 9ITH THE NYS DEC RE3UIREMENTS ANY EXPOSED SOIL SHALL BE PROPERLY STABILIZED 9ITH EITHER PERMANENT SEED AND MULCH IF SOIL DISTURBANCE IS COMPLETED OR TEMPORARILY SEEDED AND MULCHED IF IT 9ILL BE MORE THAN  DAYS BEFORE ADDITIONAL SOIL DISTURBANCE 9ILL OCCUR EXPOSED SOIL SHALL RECEIVE TEMPORARY OR PERMANENT SEED AND MULCH 9ITHIN  DAYS OF SUBSTANTIAL COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL LIMIT THE AREA OF CLEARING AND GRUBBING EXCAVATION BORRO9 AND EMBANKMENT OPERATIONS IN PROGRESS COMMENSURATE 9ITH THEIR CAPABILITY AND PROGRESS IN KEEPING THE FINISH GRADING AND MULCHING SEEDING AND OTHER TEMPORARY AND/OR PERMANENT CONTROL MEASURES IN ACCORDANCE 9ITH THESE PLANS THE CONTRACTOR SHALL DESIGNATE TO THE O9NERžS REPRESENTATIVE A 3UALIFIED EROSION AND SEDIMENT CONTROL SUPERVISOR 9ITH 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 9ITH THE CONSTRUCTION PHASING SCHEDULE SUPPLIED BY THE CONTRACTOR OR SHO9N ON THE PLANS GRASSES SHALL BE ESTABLISHED ON ALL DISTURBED AREAS AS SOON AS POSSIBLE FOR TIME FRAMES OUTSIDE THE GRO9ING SEASON OTHER METHODS OF SOIL STABILIZATION SUCH AS THE USE OF JUTE MESH EXCELSIOR MATTING 9ILL 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 SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTED IN ACCORDANCE 9ITH 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 9ORK FURNISH ALL MATERIALS AND INSTALL ALL MEASURES RE3UIRED TO REASONABLY CONTROL SOIL EROSION RESULTING FROM CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLO9 OF SEDIMENT FROM THE CONSTRUCTION SITE THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORM9ATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES ALL SEDIMENTATION STRUCTURES 9ILL BE INSPECTED AND MAINTAINED AFTER EVERY STORM EVENT THE CONTRACTORS ATTENTION IS DIRECTED TO THE FACT THAT THROUGHOUT THE DURATION OF THE PROJECT IT 9ILL BE THE CONTRACTORžS RESPONSIBILITY TO PROTECT ALL 9ATER COURSES FROM 9ATER BORNE SEDIMENT OR POLLUTANTS ORIGINATING FROM ANY 9ORK DONE ON OR IN SUPPORT OF THIS PROJECT ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF 9ATERBODIES BY SILT SEDIMENT FUELS SOLVENTS LUBRICANTS EPOXY COATINGS CONCRETE LEACHATE OR ANY OTHER POLLUTANT ASSOCIATED 9ITH CONSTRUCTION AND CONSTRUCTION PROCEDURES CÄ  CÄ  CÄ  CÄ  CÄ  Co t t a g e S t r e e t Park Place ž FRONT SETBACKž REAR YARD SETBACK  ž I N T E R I O R S I D E SE T B A C K ž S I D E CO R N D E R SE T B A C K FLUSH CURB 9ITH DETECTABLE 9ARNING STRIP CIP CONC RETAINING 9ALL 9/ STONE VENEER PROPOSED ž 9IDE CONCRETE SIDE9ALK PROPOSED ž9 SIDE9ALKž9 9OOD GATE žH 9OOD FENCE ž     ž ž CONTROL JOINT TYP PROPOSED H CONCRETE CURB PROPOSED H CONCRETE CURB žH 9OOD FENCE HEAVY DUTY CONCRETE DRIVE 9ITH APRON FLUSH CONCRETE CURB ž9 RIVER ROCK DRIP STRIP PROPOSED BUILDING SEE ARCHITECTURAL PLANS PROPOSED CONTROL JOINTS TYP HEAVY DUTY ž9 CONCRETE 9ALK žH METAL FENCE PROPOSED ž9 SIDE9ALK CONTROL JOINT TYP PROPOSED STEEL EDGING ž9 RIVER ROCK DRIP STRIP EXTERIOR STAIRS Ä SEE ARCH PLANS PROPOSED ž 9IDE CONCRETE SIDE9ALK PROPOSED ž 9IDE CONCRETE SIDE9ALK PROPOSED ASPHALT INFILL PROPOSED ASPHALT INFILL PROPOSED ASPHALT INFILL    ž ž ž ž    ž žž     ž žžž R ž L  ž R     ž L       ž     ž     ž    ž    ž ž R     ž L     ž     ž Rž Lž PROPOSED STREETLIGHT TYP PERMEABLE CONCRETE PAVER CIP CONC RETAINING 9ALL 9/ STONE VENEER SNO9 MELT ON ALL DRIVE9AY AND PAVER SURFACES PROPOSED STEEL EDGING  A/C CONDENSERS RIVER ROCK RIVER ROCK RIVER ROCK žžž ž ž ž     ž      ž  MVA GENERATOR 9/ CONCRETE PAD ž     ž ž ž ž žžžžž STONE ENTRY PILLAR TYP PAVER 9ALK9AY    ž R     ž R     ž R  ž R  ž R     ž Rž ž    ž žž Rž R  ž    ž R  ž R   ž žR  ž R  ž  ONÄGRADE PARKING SPACE AND  LIFT PARKING SPACE  ONÄGRADE ADA PARKING SPACE  ONÄGRADE PARKING SPACE AND  LIFT PARKING SPACE  ONÄGRADE PARKING SPACE AND  LIFT PARKING SPACE  ONÄGRADE PARKING SPACE AND  LIFT PARKING SPACE  ONÄGRADE PARKING SPACE AND  LIFT PARKING SPACE PROPERTY LINE LEGEND PROPERTY LINE SETBACK PROPOSED SITE 9ALL PROPOSED LIGHT DUTY CONCRETE PROPOSED METAL FENCE PROPOSED 9OOD FENCE PROPOSED CONCRETE PAVERS PROPOSED HEAVY DUTY CONCRETE 9ITH SNO9 MELT PROPOSED HEAVY DUTY CONCRETE PROPOSED ž9 SIDE9ALK CONTROL JOINT TYP PROPOSED H CONCRETE CURB HEAVY DUTY ž9 CONCRETE 9ALK FLUSH CONCRETE CURB CONTROL JOINT TYP Rž Lž      ž      ž      ž  BN PLANTING BED TYP ž Rž R  ž DRAWING NO. PROJECT NO. PROJECT DRAWING TITLE DATE: REVISIONS DATE DESCRIPTION IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION // DRAWINGS NOT FOR CONSTRUCTION DWG OF  PREPARED FOR DIG SAFE NOTE: THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT 9ARRANTED TO BE EXACT OR COMPLETE THE CONTRACTOR SHALL CONTACT DIG SAFE AT  BEFORE COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM A DRA9ING TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND SURVEYORS PC ON  DECEMBER  74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 TRUST| QUALITY  COLLABORATION | INNOVATION  VINCENT KATHERINE LATERRA COTTAGE ST PARK PLACE SARATOGA SPRINGS NY  LATERRA CONDOMINIUMS //PERMITS APPROVALS //PERMITS APPROVALS //PERMITS APPROVALS PERMITS APPROVALS// LAYOUT MATERIALS PLAN CÄ on 24" x 36" sheet GRAPHIC SCALE 5 10 20010 1 inch = 10 feet LAYOUT AND MATERIAL NOTES: VERIFY LOCATION OF ALL 9ALLS STAIRS AND PATIO AFFECTING SCOPE OF 9ORK THE LAYOUT OF ALL 9ORK FOR THE PROJECT SHALL BE COMPLETED BY A LICENSED SURVEYOR RETAINED BY THE CONTRACTOR THE ENGINEER TO APPROVE LAYOUT PRIOR TO CONSTRUCTION TAKE ALL DIMENSIONS FROM FACE OF DRIVE9AY 9ALL OR BUILDING ALL ANGLES TO BE  DEGREES AND ALL LINES OF 9ALLS AND PAVING TO BE PARALLEL UNLESS NOTED OTHER9ISE MAINTAIN HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS NOTED ON THE DRA9INGS REFERENCE TO SCALE IS FOR FULL SIZE DRA9INGS ONLY DO NOT SCALE FROM REDUCED DRA9INGS CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  MATCHLINE PLAN VIE9 CONT SCALE:   žÄ MATCHLINE CÄ  Co t t a g e S t r e e t Park Place UG E T9 B9 T9 B9                      ↑ ↑     ↑    ↑    ↑  ↑  ↑ ↑  ↑   ↑           T9 B9T9 B9 Œ SOLVENT 9ELDED SDR  PVC SE9ER LINE SLOPE AT MIN //FT FROM BUILDING TO MUNICIPAL CONNECTION Œ DIP CLASS  DIP 9ATER SERVICE  X  PRECAST CONC CATCH BASIN CBÄ RIM EL  Œ N OUTLET INV EL   X  PRECAST CONC CATCH BASIN CBÄ RIM EL  Œ 9 OUTLET INV EL    Œ X   ž L H D P E S T O R M P I P E SL O P E "   → ž9 CIP CONC 9ALL 9/ THIN VENEER AND DECORATIVE METAL FENCING  GAL PRECAST CONC PUMP STATION Œ SDR  HDPE STORM FORCE MAIN OUTLET INV EL ž ž 9IDE RIVER ROCK DRIP STRIP ž 9IDE RIVER ROCK DRIP STRIP BASEMENT EL  FF EL  INSTALL   MVA OR   MVA TRANSFORMERS ON POLE PREFERRED PROPERTY LINE LEGEND EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS PROPOSED MAJOR CONTOURS PROPOSED MINOR CONTOURS  860 PROPOSED SPOT GRADES  STORM LINE SE9ER LINE 9ATER LINE DRAWING NO. PROJECT NO. PROJECT DRAWING TITLE DATE: REVISIONS DATE DESCRIPTION IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION // DRAWINGS NOT FOR CONSTRUCTION DWG OF  PREPARED FOR DIG SAFE NOTE: THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT 9ARRANTED TO BE EXACT OR COMPLETE THE CONTRACTOR SHALL CONTACT DIG SAFE AT  BEFORE COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM A DRA9ING TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND SURVEYORS PC ON  DECEMBER  74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 TRUST| QUALITY  COLLABORATION | INNOVATION  VINCENT KATHERINE LATERRA COTTAGE ST PARK PLACE SARATOGA SPRINGS NY  LATERRA CONDOMINIUMS //PERMITS APPROVALS //PERMITS APPROVALS //PERMITS APPROVALS PERMITS APPROVALS// SA V E D A T E :  /   /       :   A M FI L E N A M E : \: > P T Q L G E V U >     P T Q L G E V U >      Ä L C T G T T C C Q P F Q U > D 9 G >   S H E E T S > L     G R A D I N G A N D D R A I N A G E  F Y I PL O T T E D B Y : SA V 9 DE S I G N B Y : DR A 9 N B Y : CH E C K E D B Y : DE S B Y DR 9 N B Y CH K B Y GRADING DRAINAGE UTILITIES PLAN CÄ on 24" x 36" sheet GRAPHIC SCALE 5 10 20010 1 inch = 10 feet PQTVJ  EARTH9ORK AND GRADING NOTES: BEFORE ANY LAND CLEARING IS COMPLETED THE CONTRACTOR SHALL ARRANGE A MEETING ON SITE 9ITH THE O9NERžS REPRESENTATIVE TO IDENTIFY 9HICH TREES ARE TO BE PROTECTED OR REMOVED NO CLEARING SHALL OCCUR 9ITHOUT A CLEAR UNDERSTANDING OF THE EXISTING CONDITIONS TO BE PRESERVED THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD THE PLACEMENT OF PROTECTION DEVICES ADDITIONAL TO THOSE NOTED SHALL HO9EVER BE AT THE CONTRACTORS DISCRETION VEHICLES SHALL NOT BE PARKED 9ITHIN THE DRIP LINE OR 9HERE DAMAGE MAY RESULT TO TREES TO BE KEPT CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE KEPT 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 O9NER 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 NE9 YORK STATE LICENSED SURVEYOR ALL AREAS RE3UIRING FILL SHALL BE BROUGHT TO RE3UIRED GRADE IN A MAXIMUM OF  COMPACTED LIFTS ALL SLOPES : AND GREATER SHALL BE STABILIZED 9ITH SLOPE STABILIZATION MATS LOCATIONS AND METHODS TO BE APPROVED BY THE O9NERžS REPRESENTATIVE PITCH EVENLY BET9EEN SPOT GRADES ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONEÄEIGHTH  PER FOOT ANY DISCREPANCIES NOT ALLO9ING THIS TO OCCUR SHALL BE REPORTED TO THE O9NERžS REPRESENTATIVE IMMEDIATELY BEFORE CONTINUING 9ORK EXCAVATION RE3UIRED 9ITHIN  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 O9NER CONTRACTOR SHALL BLEND NE9 EARTH9ORK SMOOTHLY INTO EXISTING GRADE PROVIDING VERTICAL CURVES OR ROUNDINGS AT THE TOP AND BOTTOM OF ALL SLOPES DURING GRADING OPERATIONS DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR OTHER DAMAGE 9HEN IT IS NECESSARY TO INTERRUPT DRAINAGE OR OTHER EXISTING UTILITIES CONTRACTOR IS TO PROVIDE TEMPORARY FACILITIES UNTIL PERMANENT 9ORK IS COMPLETED AT NO COST TO THE O9NER GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN A9AY FROM STRUCTURE TO PREVENT PONDING FINISHED SURFACES SHALL BE FREE FROM ANY ABRUPT OR IRREGULAR CHANGES EXCAVATION RE3UIRED 9ITHIN DRIP LINE OF TREES DESIGNATED TO REMAIN SHALL BE DONE BY HAND SO THAT NO DAMAGE OCCURS TO EXISTING ROOT SYSTEM PLANT MATERIALS DAMAGED BY CONTRACTOR SHALL BE REPLACED IN KIND AT NO ADDITIONAL EXPENSE TO THE O9NER EXCAVATION SHALL BE TO ELEVATIONS INDICATED 9ITH A TOLERANCE OF PLUS/MINUS  SUBBASE COURSE MATERIAL SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION  TYPE  AND SHALL CONFORM TO MIN  MODIFIED PROCTOR DENSITY BACKFILL MATERIAL SHALL BE COMPACTED ON SITE SOIL MATERIAL EMBANKMENT FILL SHALL CONFORM 9ITH ALL RE3UIREMENTS OF NYSDOT SPEC SECTION  MAXIMUM ALLO9ABLE LOOSE LIFTS FOR EMBANKMENTS SHALL BE  INCH AND SHALL BE COMPACTED TO NOT LESS THAN  OF THE MAXIMUM DENSITY AS ESTABLISHED THROUGH THE STANDARD PROCTOR COMPACTION TEST PER ASTM D MATERIAL STOCKPILES IF RE3UIRED SHALL BE LOCATED 9HOLLY 9ITHIN THE 9ORK AREA ADDITIONAL SILT FENCES SHALL BE PROVIDED AT THE BASE OF ALL STOCKPILES AS DIRECTED IN THE FIELD BY THE ENGINEER ALL TRENCHES AND OTHER EXCAVATION SIDE SLOPES INDICATED ON THE DRA9INGS 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 9ORK ENVIRONMENT AND FOR PROTECTION OF ADJACENT ROAD9AYS AND OTHER STRUCTURES ALL EXCAVATION 9ORK SHALL COMPLY 9ITH THE RE3UIREMENTS OF THE FOLLO9ING REGULATORY AGENCIES: Ä SUBPART Ä EXCAVATION OPERATIONS OF NE9 YORK DEPARTMENT OF LABOR INDUSTRIAL CODE RULE  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 LA9S PERTAINING TO EXCAVATION SAFETY AS MAY APPLY AT THE 9ORK 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 9ORKING CONDITIONS CRUSHED STONE 9HERE CALLED FOR ON THE DRA9INGS SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION Ä SIZE DESIGNATION  ALL SILT FENCES SHALL BE INSTALLED PRIOR TO DISTURBANCE OF EXISTING SITE FINISHES AND SHALL REMAIN IN PLACE UNTIL A STABLE GRO9TH OF TURF IS ESTABLISHED ALL DISTURBED AREAS NOT COVERED 9ITH SITE IMPROVEMENTS OR LANDSCAPING SHALL BE COVERED 9ITH  OF TOPSOIL AND SEEDED TO ESTABLISH A DENSE GRO9TH OF TURF L  SANITARY SE9ER NOTES: ANTICIPATED DESIGN FLO9: NUMBER OF UNITS  UNITS BEDROOMS/UNIT  BEDROOMS   BEDROOMS  UNITS DESIGN FLO9  GPD   GPD  BEDROOMS ALL 9ASTE9ATER TREATMENT SYSTEM COMPONENTS SHALL BE IN STRICT CONFORMANCE 9ITH THE SYSTEM DESIGN INFORMATION INDICATED ON THESE DRA9INGS ALL NYSDEC AND SARATOGA COUNTY RE3UIREMENTS ALL PLUMBING FIXTURES SHALL BE IN COMPLIANCE 9ITH THE RE3UIREMENTS FOR NE9 STANDARD FIXTURES PER NYSDOH STANDARDS APPENDIX A TABLE  ALL GRAVITY SE9ER PIPING SHALL BE SDR  PVC PIPE 9ITH GASKETED JOINTS AND FITTINGS INSTALL SE9ER PIPING TO THE INVERTS INDICATED AT A UNIFORM SLOPE BET9EEN DESIGNATED ELEVATIONS 9ITH NO SAGS OR HUMPS THE MINIMUM SLOPE FOR ALL GRAVITY SE9ER PIPING SHALL BE //FT  UNLESS OTHER9ISE INDICATED MAINTAIN A  FOOT MIN HORIZONTAL SEPARATION BET9EEN 9ATER LINES AND SANITARY SE9ER LINES AND A  VERTICAL SEPARATION BET9EEN SANITARY/STORM AND 9ATER LINES 9HEN CROSSING LINES POTABLE 9ATER SERVICE LINE NOTES: ALL 9ATER FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE 9ITH THE MOST RECENT RULES REGULATIONS AND CONSTRUCTION STANDARDS OF THE NE9 YORK STATE DEPARTMENT OF HEALTH AMERICAN 9ATER 9ORKS ASSOCIATION AND THE NE9 YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ALL PIPE AND APPURTENANCES SHALL BE APPROVED BY THE NATIONAL SANITATION FOUNDATION NSF FOR USE 9ITH POTABLE 9ATER FOLLO9ING MATERIALS SHALL BE PROVIDED: A9ATER PIPING: CEMENT LINED DUCTILE IRON PIPE PUSHÄONÄJOINT TYPE A99A C AND C THICKNESS CLASS   PSI RATED 9ITH A99A C RUBBER GASKETS AND BRASS 9EDGES OR CONDUCTIVE GASKETS BVALVES: A99A C RESILIENT 9EDGE LEFT TURN OPEN GATE VALVE TYPE NONÄRISING STEM MECHANICAL JOINT TYPE  PSI PRESSURE RATED VALVES SHALL BE AS MANUFACTURED BY MEULLER CFITTINGS: SHORT BODY ZINC COATED DUCTILE IRON MECHANICAL JOINT TYPE FITTINGS A99A CÄ 9ITH A99A C RUBBER GASKETS DUCTILE IRON GLANDS AND STEEL BOLTS AND NUTS  PSI RATED DTAPPING SLEEVE: SHALL BE FULL BODY MECHANICAL JOINT DUCTILE IRON OR STAINLESS STEEL FULL 9RAP AROUND MULLER HÄ SERIES OR APPROVED E3UIVALENT Ä ALL VALVES RIGHT HAND OPEN CLOCK9ISE  Ä ALL BOLTS CORÄBLUE TÄBOLTS AND NUTS IN COMPLIANCE 9ITH A99A C Ä PIPE AND FITTINGS TO BE CEMENT MORTAR LINED PER A99A C STANDARD THICKNESS 9ATER LINES SHALL BE SEPARATED FROM SANITARY SE9ER LINES FOR A MINIMUM HORIZONTAL DISTANCE OF  FT MINIMUM VERTICAL SEPARATION BET9EEN 9ATER AND SE9ER PIPELINE SHALL BE  INCHES CLEAR AS MEASURED TO OUTSIDE SURFACES OF PIPES LOCATE JOINTS IN EACH PIPE E3UIDISTANT FROM THE CROSSING LOCATION MINIMUM COVER OVER 9ATER LINES SHALL BE žÄ TO THE CRO9N OF THE PIPE MINIMUM BENDING RADIUS FOR 9ATER MAIN INSTALLATION SHALL BE  FT RESPECTIVELY TRACER 9IRE SHALL BE A MIN OF  A9G COPPER CLAD STEEL 9/ MIN  MIL HDPE INSULATION THICKNESS TRACER 9IRE SHALL BE INSTALLED CONCURRENTLY 9ITH THE HDPE PIPING SYSTEM ALONG THE ENTIRE PIPELINE AND SERVICE CONNECTION SYSTEM TRACER 9IRE LOCATOR STATION SHALL BE UNDERGROUND FLUSH MOUNTED COORDINATE 9ITH THE O9NERžS REPRESENTATIVE OF THE FACILITY FOR FLUSHING AND CLEANING OF NE9 SERVICE LINES PRIOR TO TESTING 9ATER PIPING SHALL NOT BE ALLO9ED TO BE PUT INTO SERVICE UNTIL SUFFICIENTLY CLEARED AND APPROVED BY THE ENGINEER FOR FINAL CONNECTION 9ATER LINES SHALL BE TESTED IN ACCORDANCE 9ITH A99A C RE3UIREMENTS NE9 CLEANED OR REPAIRED 9ATER MAINS SHALL BE DISINFECTED IN ACCORDANCE 9ITH THE LATEST A99A STANDARDS FOR THE DISINFECTION OF 9ATER MAINS DESIGNATION CÄ 9ITH THE EXCEPTION OF SECTION  TABLET METHOD OF CHLORINATION FOLLO9ING FLUSHING 9ATER SAMPLES SHALL BE COLLECTED FROM THE MAIN AND EACH BRANCH FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS 9ATER SAMPLES SHALL BE COLLECTED AND THE MAIN SHALL NOT BE PLACED IN SERVICE UNTIL THE 9ATER HAS BEEN APPROVED AND NOTIFICATION THEREOF RECEIVED UPON COMPLETION OF PIPELINE INSTALLATION AND BACKFILL CONCURRENT HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL BE PERFORMED IN ACCORDANCE 9ITH A99A C THE ENGINEER SHALL BE PRESENT FOR ALL SYSTEM TESTING HYDROSTATIC TEST: ·HYDROSTATIC PRESSURE LEAK TESTING SHALL BE CONDUCTED IN ACCORDANCE 9ITH ASTM F ·PERFORM AFTER 9ATER MAIN PIPE HAS BEEN DISINFECTED AND PRIOR TO BACKFILL TEST PRESSURE SHALL BE A MINIMUM OF  PSI OR  PSI GREATER THAN THE MAXIMUM STATIC PRESSURE 9HICHEVER IS GREATER ·BEFORE APPLYING TEST PRESSURE COMPLETELY EXPEL AIR FROM SECTION OF PIPING UNDER TEST PROVIDE CORPORATION COCKS SO THAT AIR CAN BE EXPELLED AS PIPELINE IS FILLED 9ITH 9ATER AFTER AIR HAS BEEN EXPELLED CLOSE CORPORATION COCKS AND APPLY TEST PRESSURE UPON COMPLETION OF TESTS REMOVE CORPORATION COCKS AND PLUG RESULTING PIPE OPENINGS ·THE TEST PROCEDURE SHALL CONSIST OF AN INITIAL EXPANSION FOLLO9ED 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 SLO9LY BRING PIPING TO TEST PRESSURE AND ALLO9 SYSTEM TO STABILIZE PRIOR TO CONDUCTING LEAKAGE TEST DO NOT OPEN OR CLOSE VALVES AT DIFFERENTIAL PRESSURES ABOVE RATED PRESSURE ·AT THE COMPLETION OF THE FOUR HOUR EXPANSION PHASE THE PRESSURE SHALL BE REDUCED BY  PSI AND THE TEST PHASE SHALL COMMENCE ·THE REDUCED TEST PRESSURE SHALL REMAIN STEADY 9ITHIN  OF TARGET PRESSURE FOR A MINIMUM OF ONE HOUR NO PIPELINE INSTALLATION 9ILL BE APPROVED 9HEN 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 FOLLO9ING PRESSURE TEST LEAKAGE TEST ·PERFORM FOLLO9ING SATISFACTORY RESULTS OF A HYDROSTATIC TEST PRIOR TO BACKFILL FOR A MINIMUM T9O HOUR DURATION ·SUBJECT PIPE TO ITS RATED PRESSURE · NO PIPELINE INSTALLATION 9ILL BE APPROVED 9HEN LEAKAGE IS GREATER THAN THAT DETERMINED BY THE FOLLO9ING FORMULA: L  SD √P / L  ALLO9ABLE LEAKAGE GALLONS PER HOUR S  LENGTH OF PIPE TESTED INCHES D  NOMINAL DIAMETER OF PIPE INCHES P  AVERAGE TEST PRESSURE DURING THE LEAKAGE TEST PSI · 9HEN LEAKAGE EXCEEDS SPECIFIED ACCEPTABLE RATE LOCATE SOURCE AND REPAIR ACCORDINGLY REPEAT TEST UNTIL SPECIFIED LEAKAGE RE3UIREMENTS ARE MET FIRE SUPPRESSION SYSTEMS IF RE3UIRED SHALL BE DESIGNED BY OTHERS IF 9ET FIRE SUPPRESSION SYSTEMS ARE PROPOSED THEY SHALL BE E3UIPPED 9ITH BACKFLO9 PREVENTION DEVICES CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  CÄ  L  PROPERTY LINE LEGEND EXISTING TREE TO REMAIN PROPERTY LINE SETBACK PROPOSED SHRUBS/ GROUNDCOVER PROPOSED TREES PROPOSED LA9N PROPERTY LINE LEGEND C o t t a g e S t r e e t Park Place                   LA9N  CC  IG  R9  R9  R9  IG  HM  IG  TO LA9N LA9N LA9N LA9N BLACK STEEL EDGING TYP BLACK STEEL EDGING TYP PROPOSED BUILDING SEE ARCHITECTURAL PLANS  AC  RS  RM  H3  IG  IG  HM  CC  AC  CA  CA  RM  R9  CA  HM  HM  H3  CC PLANTING SCHEDULE KEY 3TY SYMBOL SCIENTIFIC NAME COMMON NAME SIZE COMMENTS DECIDUOUS TREES AC AMELANCHIER CANADENSIS CANADIAN SERVICEBERRY ž HT CAL CC CARPINUS CAROLINIANA X žEMERALD AVENUEž COLUMNAR EMERALD AVENUE HORNBEAM ž HT CAL EVERGREEN TO THUJA OCCIDENTALIS žEMERALD GREENžEMERALD GREEN ARBORVITAE Ä FT HEIGHT ž OC PERENNIALS / GRASSES / SEDGES R9 ROSA žKNOCKOUT X RAD9HITE PP 9HITE ROSE  GAL MINIMUM  INSTALL HEIGHT IG ILEX GLABRA žDENSAžCOMPACT INKBERRY  GAL H3 HYDRANGEA 3UERCIFOLIA OAKLEAF HYDRANGEA  GAL HM HEKONECHLOA MACRA JAPANESE FOREST GRASS  GAL CA CALAMAGROSTIS Å ACUTIFLORA FEATHER REED GRASS  GAL RS ROSA SPPRED ROSE  GAL RM RHODODENDRON MUCRONATUM žDELA9ARE VALLEY 9HITEž DELA9ARE VALLEY 9HITE RHODODENDRON  GAL DRAWING NO. PROJECT NO. PROJECT DRAWING TITLE DATE: REVISIONS DATE DESCRIPTION IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION // DRAWINGS NOT FOR CONSTRUCTION DWG OF  PREPARED FOR DIG SAFE NOTE: THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT 9ARRANTED TO BE EXACT OR COMPLETE THE CONTRACTOR SHALL CONTACT DIG SAFE AT  BEFORE COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM A DRA9ING TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND SURVEYORS PC ON  DECEMBER  74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 TRUST| QUALITY  COLLABORATION | INNOVATION  VINCENT KATHERINE LATERRA COTTAGE ST PARK PLACE SARATOGA SPRINGS NY  LATERRA CONDOMINIUMS //PERMITS APPROVALS //PERMITS APPROVALS //PERMITS APPROVALS PERMITS APPROVALS// PLANTING PLAN CÄ on 24" x 36" sheet GRAPHIC SCALE 5 10 20010 1 inch = 10 feet  PLANTING NOTES: ALL DEFINED PLANT BEDS SURROUNDING UPPER PATIO LEVEL TO BE MULCHED 9ITH RIVER ROCK PRIOR TO PLANTING CONTRACTOR SHALL LOCATE VERIFY AND REPORT ANY CONFLICTS OF EXISTING UTILITY LINES TO THE LANDSCAPE ARCHITECT ALL NE9 PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN INC AND SHALL BE OF SPECIMEN 3UALITY UNLESS APPROVED OTHER9ISE BY DIRECTORžS REPRESENTATIVE 9RITTEN APPROVAL IS RE3UIRED FROM LANDSCAPE ARCHITECT OF ANY PROPOSED SUBSTITUTIONS OF PLANT MATERIAL CHANGED PLANTS SHALL BE E3UIVALENT FORM HEIGHT FLO9ER COLOR LEAF SIZE BRANCHING CULTURE AND FRUIT A MINIMUM OF  OF SUITABLE TOPSOIL IS RE3UIRED IN AREAS 9ITH PROPOSED LA9N SEEDING PRIOR TO SEEDING PRIOR TO COMMENCEMENT OF PLANTING STAKE LOCATION OF ALL PLANTINGS FOR APPROVAL BY LANDSCAPE ARCHITECT SCHEDULE DELIVERY OF PLANTS ONLY IN REASONABLE TIME AS TO 9HEN THEY CAN BE INSTALLED PLANTS TO BE INSPECTED BY LANDSCAPE ARCHITECT AT DELIVERY MAINTENANCE TO BEGIN IMMEDIATELY FOLLO9ING INSTALLATION OF PLANT MATERIALS AND LA9N UNTIL FINAL ACCEPTANCE TREES 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 PLANT MATERIAL 3UANTITIES TO BE PROVIDED BY CONTRACTOR AS SHO9N ON DRA9INGS UNLESS NOTED ON PLANT LIST PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GRO9N FOR SEEDING OF DISTURBED AREAS USE SPECIFIED MIX FOR DESIGNATED AREA OR APPROVED E3UAL APPROVED BY LANDSCAPE ARCHITECT SPECIAL NOTE: PROPOSED STREET TREES HAVE BEEN SELECTED BASED ON OVERHEAD UTILITY CONDITIONS AND FROM THE CITY APPROVED SPECIES LIST FOUND IN THE  URBAN FORESTRY MANAGEMENT PLAN  EXISTING TREES  OAK PREVIOUSLY REMOVED  OAK PREVIOUSLY REMOVED  OAK PREVIOUSLY REMOVED  OAK PREVIOUSLY REMOVED  CRAB APPLE PREVIOUSLY REMOVED  CRAB APPLE PREVIOUSLY REMOVED  CRAB APPLE PREVIOUSLY REMOVED  CRAB APPLE PREVIOUSLY REMOVED  CRAB APPLE PREVIOUSLY REMOVED  DOG9OOD PREVIOUSLY REMOVED  CEDAR TO BE REMOVED  CEDAR TO BE REMOVED  CRAB APPLE TO BE REMOVED  SPRUCE TO BE REMOVED TOTAL:  PROPERTY LINE LEGEND Co t t a g e S t r e e t Park Place Subdivision Plan LIGHTING FIXTURE TYP DRAWING NO. PROJECT NO. PROJECT DRAWING TITLE DATE: REVISIONS DATE DESCRIPTION IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION // DRAWINGS NOT FOR CONSTRUCTION DWG OF  PREPARED FOR DIG SAFE NOTE: THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT 9ARRANTED TO BE EXACT OR COMPLETE THE CONTRACTOR SHALL CONTACT DIG SAFE AT  BEFORE COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM A DRA9ING TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND SURVEYORS PC ON  DECEMBER  74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 TRUST| QUALITY  COLLABORATION | INNOVATION  VINCENT KATHERINE LATERRA COTTAGE ST PARK PLACE SARATOGA SPRINGS NY  LATERRA CONDOMINIUMS //PERMITS APPROVALS //PERMITS APPROVALS //PERMITS APPROVALS PERMITS APPROVALS// SA V E D A T E :  /  /       :   A M FI L E N A M E : \: > P T Q L G E V U >     R T Q L G E V U >      Ä N C V G T T C E Q P F Q U > D 9 G >   U J G G V U > L     L I G H T I N G P L A N  F Y I PL O T T E D B Y : SA V 9 DE S I G N B Y : DR A 9 N B Y : CH E C K E D B Y : DE S B Y DR 9 N B Y CH K B Y LIGHTING PLAN CÄ on 24" x 36" sheet 10 20 40020 1 inch = 20 feet GRAPHIC SCALE  STAKES PER BALE  ZZž ANCHOR BALES 9ITH BALES TO BUTT ž MIN POLYETHYLENE SHEETING BINDING 9IRE STRA9 BALE TYPICAL 9OOD STAKE TYPICAL  MIL   MIN DEPTH AGGREGATE  MIN IMBEDMENT TYPICAL EXISTING GRADE   MAX AGGREGATE TRUCKSALL CONCRETE 9ASHOUT HERE SHALL  BLACK LETTERS ON 9HITE BACKGROUND GALVANIZED U žÄ TO BOTTOM OF SIGN žÄ MIN SOIL EMBEDMENT FINISH GRADE SIGN SHALL BE PLACED IN A PROMINENT LOCATION AT 9ASHOUT AREA CHANNEL POST TYPICAL SECTION PLAN 9ASHOUT SIGN ALL AROUND  MIN POLYETHYLENE SHEETING MIL SEASONAL HIGH GROUND9ATER TABLE ž MIN CONCRETE 9ASHOUT AREA DETAIL SCALE: NTS CAPACITY: THE 9ASHOUT FACILITY SHALL BE SIZED TO CONTAIN SOLIDS 9ASH 9ATER AND RAINFALL SIZED TO ALLO9 FOR EVAPORATION OF 9ASH 9ATER AND RAINFALL 9ASH 9ATER SHALL BE ESTIMATED AT  GALLONS PER CHUTE AND  GALLONS PER HOPPER OF CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM THE MINIMUM SIZE SHALL BE  FEET BY  FEET AT THE BOTTOM AND  FEET DEEP IF EXCAVATED THE SIDE SLOPES SHALL BE  HORIZONTAL TO  VERTICAL LOCATION: LOCATE THE FACILITY A MINIMUM OF  FEET FROM DRAINAGE S9ALES STORM DRAIN INLETS 9ETLANDS STREAMS AND OTHER SURFACE 9ATERS PREVENT SURFACE 9ATER FROM ENTERING THE STRUCTURE EXCEPT FOR THE ACCESS ROAD PROVIDE APPROPRIATE ACCESS 9ITH GRAVEL ACCESS ROAD SLOPED DO9N TO THE STRUCTURE SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED LINER: ALL 9ASHOUT FACILITIES SHALL BE LINED TO PREVENT LEACHING OF LI3UIDS IN THE GROUND THE LINER SHALL BE PLASTIC SHEETING 9ITH A MINIMUM THICKNESS OF  OKNU 9ITH NO HOLES OR TEAR AND ANCHORED BEYOND THE TOP OF THE PIT 9ITH AN APPURTENANCE EXCEPT AT THE ACCESS POINT IF PREÄFABRICATED 9ASHOUTS ARE USED THEY MUST ENSURE THE CAPTURE AND CONTAINMENT OF THE CONCRETE 9ASH AND BE SIZED BASED ON THE EXPECTED FRE3UENCY OF CONCRETE POURS THEY SHALL BE SITED AS NOTED IN THE LOCATION CRITERIA MAINTENANCE: ·ALL CONCRETE 9ASHOUT FACILITIES SHALL BE INSPECTED DAILY DAMAGED OR LEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED IMMEDIATELY EXCESS RAIN9ATER THAT HAS ACCUMULATED OVER HARDENED CONCRETE SHALL BE PUMPED TO A STABILIZED AREA SUCH AS GRASS FILTER STRIP ·ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED 9HEN  OF STORAGE CAPACITY OF THE STRUCTURE IS FILLED ANY EXCESS 9ASH 9ATER 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 ALLO9ED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS S9PPP IN THAT CASE THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED OR BURIED AND COVERED 9ITH A MINIMUM OF  FEET OF CLEAN COMPACTED EARTH FILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION ·THE PLASTIC LINER SHALL BE REPLACED 9ITH EACH CLEANING OF THE 9ASHOUT FACILITY ·INSPECT THE PROJECT SITE FRE3UENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN NONÄDESIGNATED AREAS  HARD9OOD FENCE POSTS MIN  LONG DRIVEN  INTO GROUND ž MAX ℄ TO ℄ SECTION VIE9   M I N  A B O V E G R A D E  MI N  BE L O 9 GR A D E ž O V E R A L L F A B R I C H E I G H T FLO9 FLO9 9OVEN 9IRE FENCE MIN  GAUGE 9 MAX  MESH SPACING  MIN FENCE POST 9OVEN 9IRE FENCE MIN   GAUGE 9/ MAX  MESH SPACING 9ITH FILTER CLOTH FLO9   M I N    M I N  UNDISTURBED GROUNDEMBED FILTER CLOTH A MIN OF  IN GROUND  COMPACTED SOIL NOTES: 9OVEN 9IRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS 9ITH 9IRE TIES OR STAPLES POSTS SHALL BE STEEL EITHER T OR U TYPE HARD9OOD FILTER CLOTH TO BE FASTENED SECURELY TO 9OVEN 9IRE FENCE 9ITH TIES SPACED EVERY  AT TOP AND MID SECTION FENCE SHALL BE 9OVEN 9IRE  MAX MESH OPENING 9HEN T9O SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED FILTER CLOTH SHALL BE EITHER FIXTER X MARAFI X STABILINKA TN OR APPROVE E3UIVALENT IF USING THE 9OVEN 9IRE FENCE IF THE 9OVEN 9IRE FENCE IS NOT USED FILTER FABRIC MUST BE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE UNSUPPORTED M POST SPACING PERSPECTIVE VIE9 SILT FENCE DETAIL SCALE: NTS SILT FENCE SLOPE LENGTH/FENCE LENGTH FT SLOPE STANDARD FENCE REINFORCED FENCE SUPER  / NA NA Ä /  /  /  Ä /  /  /  Ä /  /  /  CONSTRUCTION DETAILS DRAWING NO. PROJECT NO. PROJECT DRAWING TITLE DATE: REVISIONS DATE DESCRIPTION IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION // DRAWINGS NOT FOR CONSTRUCTION DWG OF  PREPARED FOR DIG SAFE NOTE: THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT 9ARRANTED TO BE EXACT OR COMPLETE THE CONTRACTOR SHALL CONTACT DIG SAFE AT  BEFORE COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM A DRA9ING TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND SURVEYORS PC ON  DECEMBER  74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 TRUST| QUALITY  COLLABORATION | INNOVATION  VINCENT KATHERINE LATERRA COTTAGE ST PARK PLACE SARATOGA SPRINGS NY  LATERRA CONDOMINIUMS //PERMITS APPROVALS //PERMITS APPROVALS //PERMITS APPROVALS PERMITS APPROVALS// CÄ NOTE: STONE SIZE Ä USE  Ä TYPE  STONE LENGTH Ä NOT LESS THAN  FEET EXCEPT ON A SINGLE RESIDENCE LOT 9HERE A ž MINIMUM LENGTH 9OULD APPLY  THICKNESS Ä NOT LESS THAN  9IDTH Ä  FEET MINIMUM BUT NOT LESS THAN THE FULL 9IDTH 9HERE INGRESS AND EGRESS OCCUR  FEET IF SINGLE ENTRANCE TO THE SITE GEOTEXTILE Ä 9ILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING THE STONE SURFACE 9ATER Ä ALL SURFACE 9ATER FLO9ING OR DIVERTED TO9ARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE IF PIPING IS IMPRACTICAL A MOUNTABLE BERM 9ITH A : SLOPE 9ILL BE PERMITTED MAINTENANCEÄ THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION 9HICH 9ILL PREVENT TRACKING OR FLO9ING OF SEDIMENT ONTO PUBLIC RIGHTSÄOF 9AY MUST BE REMOVED IMMEDIATELY 9HEN 9ASHING IS RE3UIRED IT SHALL BE DONE ON A AREA STABILIZED 9ITH STONE AND 9HICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EXISTING PAVEMENT  M I N  ž: GEOTEXTILE FABRIC MOUNTABLE BERM OPTIONAL EXISTING PAVEMENTEXISTING GROUND EXISTING GROUND PLAN VIE9 PROFILE VIE9 ž MIN ž MIN  ž M I N  ž MIN  ž M I N   ž M I N  STABILIZED CONSTRUCTION ENTRANCE SCALE: NTS NOTES: REFERENCE IS MADE TO THE SILT FENCE DETAIL FOR MATERIALS AND INSTALLATION METHODS IF THE STOCKPILE IS TO REMAIN FOR MORE THAN  DAYS IT SHALL BE STABILIZED 9ITH BURLAP MATTING OR SEEDED 9ITHIN  DAYS OF COMPLETION TO MINIMIZE EROSION INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER 9EEK OR AFTER SUBSTANTIAL RAINFALL REPAIR OR REPLACE DEFICIENCIES IMMEDIATELY SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE HAS BEEN ELIMINATED AND SHALL BE REMOVED ONLY 9HEN DIRECTED BY TO9N OR ENGINEER TOPSOIL STOCKPILE DETAIL SCALE: N.T.S. SILT FENCE TO EXTEND AROUND ENTIRE PERIMETER OF STOCKPILE OR TO EXTEND AROUND DO9NSTREAM PORTION IF STOCKPILE IS ON SLOPE   MI N  UNDISTURBED AREADISTURBED AREA BLO9N/PLACED FILTER MEDIA COMPOST FILTER SOCK Z 9OODEN STAKES PLACED  OC "  ANGLE SECTION VIE9 DISTURBED AREAFLO 9 F L O 9    UNDISTURBED AREA PLAN VIE9  EXISTING CONTOURS Z 9OODEN STAKES PLACES  OC "  ANGLE COMPOST FILTER SOCK COMPOST FILTER SOCK DETAIL SCALE: NTS  COURSE BINDER PARKING LOT PAVEMENT TYPE  / COURSE TOP COURSE GRAVEL Ä NOTES:  PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET DRIVE9AY AND PARKING LOT CONSTRUCTION 9HERE 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  BINDER TO BE PLACED IN Ä LIFTS 9ITH TACK COAT BET9EEN  THE ENGINEER MAY RE3UIRE COMPACTION TESTING AND/OR CORE SAMPLES TO VERIFY PAVEMENT THICKNESS ALL TESTING SHALL BE AS ORDERED BY THE ENGINEER AND SHALL BE PAID BY THE CONTRACTOR  NOTIFY THE ENGINEER  HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS TOP COURSE Ä NYS DOT ITEM  Ä F HMA  SERIES COMPACTION TACK COAT Ä NYS DOT ITEM Ä DILUTED TACK COAT BINDER COURSE Ä NYS DOT ITEM  Ä F HMA  SERIES COMPACTION PG BINDER LI3UID ASPHALT GRADE SHALL BE PGÄÄ DEPTH TO SUBGRADE AS RE3žD STANDARD ROAD9AY  / FILTER FABRIC SUBGRADE Ä COMPACTED TO  STANDARD PROCTOR DENSITY CITY OF SARATOGA SPRINGS ASPHALT PAVEMENT DETAIL SCALE: NTS COMPACTED GRAVEL Ä NYSDOT TYPE  SECT  COMPACTED TO  STANDARD PROCTOR DRIP EDGE STONE SURFACE DETAIL SCALE: NTS ADJACENT STRUCTURE OR SURFACE FINISHED SLAB MIRAFI N OR APPROVED E3UAL FILTER FABRIC FLASHED UP AT ALL EDGES ROUNDED RIVER STONE OR APPROVED E3UIVALENT  DEEP TOP OF STONE SET BELO9 FINISHED SLAB ELEV COMPACTED SUBGRADE  COLÄMET OR APPROVED E3UAL BRO9N STEEL EDGING CONTINUOUS AT DRIP EDGE  DEEP 9/ STAKES AT žÄ OC SLOPE " MIN  M I N   SEE PLANS LIGHT DUTY CONCRETE BROOM FINISH PERPENDICULAR TO 9ALK  CONCRETE X NO Ä9 X 9 9ELDED 9IRE FABRIC 9ITH  MIN LAP SPLICE AND  BOTTOM CLEARANCE  GRANULAR SUBBASE COURSE NYS DOT SECT  TYPE  COMPACTED TO  STANDARD PROCTOR SUBGRADE COMPACED TO  STANDARD PROCTOR  CITY OF SARATOGA CONCRETE SURFACE DETAIL SCALE: NTS HEAVY DUTY CONCRETE BROOM FINISH PERPENDICULAR TO 9ALK  CONCRETE X NO Ä9 X 9 9ELDED 9IRE FABRIC 9ITH  MIN LAP SPLICE AND  BOTTOM CLEARANCE  GRANULAR SUBBASE COURSE NYS DOT SECT  TYPE  COMPACTED TO  STANDARD PROCTOR SUBGRADE COMPACED TO  STANDARD PROCTOR TYPE TYPICAL JOINT DETAIL CONCRETE JOINT DETAILS SCALE: NTS  TYP TOOLED JOINT 9/  RADIUS EDGES AS SHO9N TYP CLOSED CELL POLYETHYLENE JOINT FILLER MATERIAL COMPATIBLE 9ITH SUBSTRATE AND OTHER EXPANSION JOINT MATERIALS COVER 9ITH 9R MEADO9S OR E3UAL SNAP CAP AND REMOVE AFTER CURING JOINT SINGLE COMPONENT SILICONE JOINT SEALANT COMPATIBLE 9ITH SUBSTRATE AND OTHER EXPANSION JOINT MATERIALS CONCRETE EXPANSION JOINT  TYPTOOLED JOINT 9/  RADIUS EDGES AS SHO9N TYP  JOINT TOOLED CONSTRUCTION JOINT CONCRETE   /   DE P T H M I N  CONTROL JOINT NOTE: LOCATE CONTROL JOINTS AS SPECIFIED ON LAYOUT MATERIALS PLANS TOOLED JOINTS SHALL ALSO BE LOCATED AROUND ENTIRE PERIMETER OF CONCRETE PAVEMENT EXPANSION JOINTS TO OCCUR ž OC MAX AND AT ALL CURBS 9ALLS AND 9HERE SHO9N ON PLANS OR OTHER DETAILS A B  BEDDING COURSE / Ä / 9ASHED FRACTURED OPEN GRADED STONE  AGGREGATE PERMEABLE PAVER TYPE AND COLOR TBD JOINT FILLING MATERIAL  AGGREGATE 9ASHED FRACTURED AND OPENGRADED  CHOKER COURSE / 9ASHED FRACTURED OPEN GRADED STONE  AGGREGATE  RESERVOIR 9ITH  VOIDS Ä/ Ä  CLEAN FRACTURED OPEN GRADED STONE  AGGREGATE 9OVEN GEOTEXTILE FABRIC SUBGRADE PERMEABLE PAVER DETAIL SCALE: NTS CONSTRUCTION DETAILS DRAWING NO. PROJECT NO. PROJECT DRAWING TITLE DATE: REVISIONS DATE DESCRIPTION IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION // DRAWINGS NOT FOR CONSTRUCTION DWG OF  PREPARED FOR DIG SAFE NOTE: THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT 9ARRANTED TO BE EXACT OR COMPLETE THE CONTRACTOR SHALL CONTACT DIG SAFE AT  BEFORE COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM A DRA9ING TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND SURVEYORS PC ON  DECEMBER  74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 TRUST| QUALITY  COLLABORATION | INNOVATION  VINCENT KATHERINE LATERRA COTTAGE ST PARK PLACE SARATOGA SPRINGS NY  LATERRA CONDOMINIUMS //PERMITS APPROVALS //PERMITS APPROVALS //PERMITS APPROVALS PERMITS APPROVALS// CÄ PERENNIALS Ä SEE SHEET CÄ FOR TYPE AND LOCATION OF PLANTING  SHREDDED HARD9OOD BARK MULCH AROUND PERENNIALS AND GRASS SPRIGS SUBSOIL  PLANTING SOIL MIX IN ALL PERENNIAL BEDS PLACED IN  LIFTS TYP SHOVEL CUT AT EDGE OF PLANTING BED PERENNIAL GRASS PLANTING DETAIL SCALE: NTS  MIN   NOTES: COMPLY 9ITH RECOMMENDATIONS AND RE3UIREMENTS OF ANSI Z AMERICAN STANDARD FOR NURSERY STOCK SHRUB ALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUSLY EXISTING GRADE MULCH BED Ä PLACE  SHREDDED HARD9OOD BARK 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  LIFTS SCARIFY COMPACTED SUBÄSOIL TO A DEPTH OF  PRUNE TO REDUCE FOLIAGE BY ONE THIRD AL9AYS PRUNE TO NODE OR CROTCH NEVER CUT LEADER RETAIN NATURAL CHARACTER OF SHRUB BALLED BURLAPPED DETAIL SCALE: NTS HOSE ARBORTIE STAKES  TO Ä/ DIA OR S3 ž LONG USE  STAKES FOR OVER  CAL  STAKES FOR  AND UNDER CAL 9RAP: REMOVE TREE 9RAP IF ANY EXISTS DO NOT ADD TREE 9RAP PLANTING MIX SAUCER  MULCH MAX REMOVE ALL SYNTHETIC STRING BURLAP AND OTHER MANÄMADE MATERIAL FROM THE ROOT BALL THE 9IRE BASKET SHOULD BE FOLDED DO9N SEVERAL INCHES AS LONG AS THIS DOES NOT DAMAGE THE ROOT BALL THE TREE PIT 9ILL BE DUG TO X THE DIAMETER OF THE ROOTÄBALL 9HERE PRACTICAL OR MIN OF X THE ROOTÄBALL DIAMETER UNDISTURBED SUBGRADE NOTES: FILL THE TREE PIT 9ITH 9ATER AND ALLO9 IT TO COMPLETELY PERCOLATE BEFORE PLANTING OR BACKFILLING REMOVE ALL CONSTRUCTION DEBRIS ROCKS AND LARGE STICKS BEFORE AND DURING BACKFILLING BACKFILL 9ITH THE SOIL THAT 9AS REMOVED UNLESS PLANTING IN HEAVY CLAY OR USING STRUCTURAL SOILS  BACKFILL 9ILL OCCUR IN Ä LIFTS 9ATERING BEFORE ADDITIONAL FILL IS ADDED REFER TO THE URBAN COMMUNITY FOREST MASTER PLAN FOR THE DBH DIAMETER AT BREAST HEIGHT AND THE TREE SPECIES ALL PLANT LIST SPECIFICATIONS SHALL INCLUDE THE FOLLO9ING INFORMATION TO BE APPROVED BY THE CITY OF SARATOGA SPRINGS: BOTANICAL NAME HEIGHT OR COMMON NAME TRUNK DIA TOTAL 3UANTITY SPACING FINISHED GRADE CITY OF SARATOGA SPRINGS TREE PLANTING DETAIL SCALE: NTS  NOTES: INSTALLATION OF DECORATIVE LIGHTS SHALL BE COORDINATED 9ITH THE CITY ELECTRICIAN AND DEPARTMENT OF PUBLIC 9ORKS USE V PO9ER THE O9NER/DEVELOPER IS RESPONSIBLE FOR PAYING CONNECTION CHARGES FROM NATIONAL GRID THE CITY OF SARATOGA TAKES OVER THE LIGHT ONCE CONNECTED ELECTRIC SERVICES: S9EEPS AT CONCRETE BASES AND BET9EEN BASES USE  SCHEDULE  PVC NONÄMETALLIC CONDUIT UNLESS UNDER DRIVE9AYS 9HERE SCHEDULE  PVC IS RE3UIRED FOR 9IRE: THHN COPPER STRANDED NUMBER  COLORED RED 9HITE AND GREEN LIGHTS ARE 9IRED  VOLTS PROVIDE A SEPARATE HANDHOLE SYNERTECH SYNHH TO BE O9NED BY THE CITY FOR THE DISCONNECT NEAR THE BASE OF THE ELECTRIC POLE OR BOX AT THE BEGINNING OF SERVICE PROVIDE AND INSTALL  INCH COPPER GROUND ROD IN HANDHOLE 9IRE AND CONDUIT FROM THE HANDHOLE TO POLE OR BOX PER NATIONAL GRIDžS STANDARDS IF CONNECTING ONLY ONE LIGHT PROVIDE 9ATERTIGHT FUSEHOLDER FERRAZ SHAMUT FEBÄÄ P V 9ITH  AMP FUSE 9ITH INSULATOR BOOTS PART FRZ FSB IN HANDHOLE FOR FUSING THE PO9ER 9IRE IF CONNECTING MORE THAN ONE LIGHT PUT A  AMP FUSE IN 9ATERTIGHT FUSE HOLDER IN HANDHOLE AND PROVIDE SEPARATE FUSE HOLDER BUSSMAN HEBÄAA FUSEHOLDER 9ITH  AMP FUSE IN THE BASE OF EACH LAMP RUN  THHN COPPER RED 9HITE 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 9ASHERS  INCH OD  INCH ID AND  INCH THICKNESS AND LOCK 9ASHER  ž Ä    ž Ä   Ä DIA TAPERED POLE  9ALL THICKNESS ÄT STRUCTURAL GRADE ALUMINUM POLE 9ELDED FOR SINGLE UNIT CONSTRUCTION CAST ALUMINUM FINIAL AND ROOF SAME FINISH AS POLE ARCTÄMDL LED:  9ATT  COLOR TEMPERATURE TYPE  DISTRIBUTION Ä VOLT DIMMABLE DRIVER ACRYLIC ACORN LENS T T9IST LOCK FITTER DRIVER COMPARTMENT ELETRONIC PHOTOCELL STREET SIDE ACCESS DOOR  DIA BASE  FLOOR THICKNESS FOUR ANCHOR BOLTS AND ONE GROUND STUD BLACK FINISH FINISH GRADE  CHAMFER ZINC PLATED ANCHOR BOLT ASSEMBLY PER MANUFACTURERžS RECOMMENDATIONS  PVC SCHEDULE  NO DIRECT BURIAL GROUND ROD PER NEC  PSI CONCRETE BASE 9ITH SONOTUBE FIBER FORM  DIA UNDISTURBED SUBGRADE OR COMPACTED TO  STANDARD PROCTOR ž Ä   M I N  B E L O 9 FI N I S H G R A D E   M I N    DIA BASE  DIA BOLT CIRCLE DIAMOND PATTERN FOUR  X  ANCHOR BOLTS STREET PHOTOCELL ACCESS DOOR CATALOG NUMBER: PTÄDSRLEDÄTÄARTÄMDLÄAÄPEC/T/BKCITY OF SARATOGA LIGHT POLE AND BASE SCALE: NTS SEEDED LA9N SEED MIX AS SPECIFIED STABILIZE ALL SLOPES E3UAL TO OR GREATER THAN : 9ITH HYDROSEED APPLICATION OF FLEXTERRA BONDED FIBER MATRIX OR E3UAL  LOAM TOPSOIL FREE DRAINING FILL SOIL OVER BEDROCK EXISTING BEDROCK   SEEDED AREA DETAIL SCALE: NTS MI N  žÄZžÄ FINISH GRADE BACKFILL 9/COMPACTED GRANULAR FILL MATERIAL Œ HDPE STORM PIPE SEE PLANS FOR OUTLET INV EL PRECAST CONC CATCH BASIN SUITABLE FOR H VEHICULAR LOADING  ž Ä   S U M P CRUSHED STONE UNDISTURBED SOIL Œ HDPE STORM PIPE SEE PLANS FOR INLET INV EL STORM DRAIN PIPING GROUT TO CATCH BASIN FOR 9ATERTIGHT SEAL TYP  RIM EL SEE PLANS PRECAST CONCRETE EXTENSION RINGS TO GRADE AS RE3žD NEENAH FOUNDRY RÄ FRAME GRATE OR APPROVED E3UIVALENT UNO ON PLANS CATCH BASIN DETAIL SCALE: NTS D 9ATER M A I N SANITA R Y O R S T O R M S E 9 E R SANITA R Y O R S T O R M S E 9 E R  MIN TOP OF 9ATER MAIN TO INVERT OF SANITARY OR STORM SE9ER ONE FULL L E N G T H / L  MIN TOP OF SE9ER TO BOTTOM OF 9ATER MAIN NOTES IF  VERTICAL CAN NOT BE ACHIEVED AT LOCATIONS OF 9ATER MAIN SE9ER CROSSINGSCONTRACTOR SHALL CONSTRUCT EITHER OF THE FOLLO9ING OPTIONS CONSTRUCT SANITARY SE9ER OF PVC PRESSURE PIPE MATERIAL ž ON EACH SIDE OF THE 9ATER MAIN/STORM SE9ER AND TEST SANITARY SE9ER AT PSI PRESSURE ENCASE SE9ER PIPE IN CONCRETE ž DISTANCE ON EACH SIDE OF 9ATER/ STORM SE9ER CROSSING CONCRETE ENCASEMENT SHALL BE MINIMUM  ALL AROUND PROPOSED SE9ER PIPE9ATER SE9ER SEPARATION DETAIL SCALE: NTS PAVED AREASUNPAVED AREAS   BURIED TRACER 9IRE/9ARNING TAPE COMPACTED BACKFILL CLEAN SAND OR GRAVEL MATERIAL SHALL BE CLEANED OF ROCK GREATER THAN  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  MIN HAND TAMPED  BEDDING HAND TAMPED UNDISTURBED SOIL ž Ä   ž Ä   M I N  9 A T E R ž Ä   M I N  S E 9 E R ž Ä   D D žÄ MAX D žÄ MIN PIPE TRENCH DETAIL SCALE: NTS  OR  BEND AS RE3UIRED SLOPE  MIN TO  MAX FL O 9  OR  BEND AS RE3UIRED PIPE BEDDING AS RE3UIRED FLO9    UNDISTURBED SUBGRADE CL Œ SCH  PVC SE9ER LATERAL Œ MUNICIPAL SE9ER MAIN  SCH  PVC 9YE CL SANITARY SE9ER CONNECTION DETAIL SCALE: NTS 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 9 A Y 9 I D T H    ž MAX 9 I D T H     O F F R O N T A G E STREET žÄ žÄ Ä/ REVEAL MAX TAPER CURB  CONCRETE CURB EXPANSION JOINT FULL DEPTH OF CONCRETE Rž RžCONCRETE DRIVE9AY CONCRETE APRON EXPANSION JOINT ASPHALT 9ARP AREA BOTH SIDES ZINC COATED ` CLASS  DIP MUELLER RESILIENT 9EDGE TAPPING VALVE UNEXCAVATED /UNDISTURBED EARTH / PEA STONE EXIST 9ATERLINE SIZE TO BE FIELD VERIFIED BY CONTRACTOR STAINLESS STEEL TAPPING SLEEVE MUELLER HÄSS OR APPROVED E3 VALVE BOX 9ATERLINE TAPPING DETAIL SCALE: NTS MEGALUG MECHANICAL JOINT RESTRAINT AS MANUFACTURED BY EBAA IRON OR APPROVED E3 NOTES:  TAPPING SLEEVE SHALL NOT BE INSTALLED 9ITHIN žÄ MIN OF JOINTS OR OTHER TAPPING SLEEVES CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS žZž CASTÄINÄPLACE CONC THRUST BLOCK  PSI MIN PAVED SURFACE UNPAVED SURFACE CIP CONC CURB DETAIL SCALE: NTS / RADIUS SEE PLANS FOR SURFACE TYPE CASTÄINÄPLACE CONCRETE CURB GRAVEL COMPACTED TO  STD PROCTOR SUBGRADE COMPACTED TO  STANDARD PROCTOR FINISHED GRADE      NOTE: EXPANSION JOINTS SPACED ALONG CURB AT ž OC MAX CONSTRUCTION DETAILS DRAWING NO. PROJECT NO. PROJECT DRAWING TITLE DATE: REVISIONS DATE DESCRIPTION IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION // DRAWINGS NOT FOR CONSTRUCTION DWG OF  PREPARED FOR DIG SAFE NOTE: THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT 9ARRANTED TO BE EXACT OR COMPLETE THE CONTRACTOR SHALL CONTACT DIG SAFE AT  BEFORE COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM A DRA9ING TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND SURVEYORS PC ON  DECEMBER  74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 TRUST| QUALITY  COLLABORATION | INNOVATION  VINCENT KATHERINE LATERRA COTTAGE ST PARK PLACE SARATOGA SPRINGS NY  LATERRA CONDOMINIUMS //PERMITS APPROVALS //PERMITS APPROVALS //PERMITS APPROVALS PERMITS APPROVALS// CÄ DETECTABLE 9ARNING AT CURB RAMP DETECTABLE 9ARNING AT MEDIAN ISLANDS DETECTABLE 9ARNING AT MEDIAN ISLANDS DETECTABLE 9ARMING AT FLUSH SURFACES BLENDED TRANSITIONS ADJACENT TO CURB RAMP TUR N I N G LAN E ST R E E T LANDING RAMPS  TYP  TYP SEE NOTE  TYP DOME TYP NOTES: NE9 CONSTRUCTION: EMBEDDED PERFORMED TEXTURE 9ARNING DEVICES SHALL BE EMBEDDED IN THE CONCRETE PER NYSDOT ITEM  PERFORMED/PRECAST UNITS SHALL BE DETECTOÄTILE AS MANUFACTURED BY MEXCON INC OF 9ORCESTER NY OR SIMILAR PRODUCT APPROVED BY NYSDOT 9HERE TEXTURE 9ARNING DEVICES MUST BE RETROFIT PREFORMED DEVICES SHALL BE INSTALLED PER NYSDOT ITEM  THE DETAILS PROVIDED ARE NOT DRA9N TO SCALE THE 3UANTITY OF DOMES DEPICTED ON THE DETECTABLE 9ARNING FIELD THE DOMES AND THE ENTIRE MM LEVEL SURFACE IS FOR ILLUSTRATION ONLY THE SIZE OF THE DETECTABLE 9ARNING FIELD SHALL BE MM IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL 9IDTH OF THE CURB RAMP OR FLUSH SURFACE EXCLUSIVE OF SIDE FLARES LOCATION OF DETECTABLE 9ARNINGS SHALL BE LOCATED SO THAT THE EDGE OF THE 9ARNING FIELD NEAREST TO THE ROAD9AY OR STREET SURFACE IS MM TO MM  9HERE TRAVERSABLE CURB IS USED FROM EDGE OF ROAD9AY/STREET OR FROM THE FRONT OF THE DROPPED CURB 9HERE A DROPPED CURB CONTINUES ACROSS THE BOTTOM OF THE SIDE9ALK CURB RAMP DOMES SHALL BE ALIGNED ON A S3UARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL THE DETECTABLE 9ARNING FIELD SHALL VISUALLY CONTRAST 9ITH THE ADJOINING CURB RAMP OR OTHER ADJACENT 9ALK9AY SURFACES 9HERE THERE IS NO CURB RAMP EITHER LIGHTÄONÄDARK OR DARKÄONÄLIGHT AS DEFINED IN THE AMERICANS 9ITH DISABILITIES ACCESSIBILITY GUIDELINES ASAAG SECT   OMIT DETECTABLE 9ARNINGS 9HERE THERE 9ILL BE LESS THAN MM OF SPACE BET9EEN THE DETECTABLE 9ARNING FIELDS DETECTABLE TEXTURE 9ANRING DETAILS SCALE: NTS Ä OF BASE DIA ÄMM   M M  M I N  FULL RAMP OR FLUSH SURFACE 9IDTH TYP FULL RAMP 9IDTH 9OODEN FENCE DETAIL SCALE: NTS SPACED žÄ OC ž Ä   ž Ä    X FASTEN TO X 9ITH   GALV NAILS AT EA CONNECTION X X POST FASTEN X TO X POSTS 9ITH  D GALV NAILS AT EA ATTACHMENT ž Ä   SP A C E D ž Ä   O  C  FINISHED GRADE MINIMALLY IMPACTED SUBGRADE  S P A C E  B A C K F I L L CONCRETE CONCRETE RETAINING 9ALL 9ITH THIN VENEER DETAIL SCALE: NTS ž Ä   M I N  OR T O B E D R O C K TBD TBD T B  D  ž Ä   M A X  REINFORCEMENT TBD žÄ REINFORCEMENT TBD X SHEER KEY  CL TYP REINFORCEMENT TBD  CL  C L REINFORCEMENT TBD SELECT STRUCTURAL FILL CONFORMING 9ITH NYSDOT SPEC SECTION  COMPACTED TO  MODIFIED PROCTOR DENSITY FINISH GRADE SEE PLANS FOR ELEVATIONS AND FINISH STONE VENEER FACING SHELF THICKNESS " FF 9ALL AS RE3UIRED PER VENEER MANUFACTURERžS SPECIFICATIONS FINISH GRADE Œ PERF 9ALL DRAIN 9ITH MIN  THICK LAYER OF CRUSHED STONE 9RAPPED IN GEOTEXTILE FABRIC SLOPE DRAIN TO DAYLIGHT EMBED FENCE POSTS MIN žÄ METAL FENCE POST Ä/Ä/ STONE OR CIP CONC CAP  OVER HANG NOTE:  STONE TYPE AND COLOR TO MATCH BUILDING ARCHITECTURAL STONE DECORATIVE METAL FENCE DETAIL SCALE: NTS CL  /Ä   / TYP  Ä  /   ž Ä   ž Ä   M I N  E M B E D M E N T Ä  /   ž Ä  /   CL  X  X  BLACK ALUMINUM 9ALL PICKET Ä/ X Ä/ X  BLACK ALUMINUM POST Ä/ X Ä/ X  BLACK ALUMINUM HORIZONTAL RAIL TYP CIP CONC RETAINING 9ALL CONSTRUCTION DETAILS DRAWING NO. PROJECT NO. PROJECT DRAWING TITLE DATE: REVISIONS DATE DESCRIPTION IT IS A VIOLATION OF NE9 YORK STATE EDUCATION LA9 FOR ANY PERSON UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER ARCHITECT LANDSCAPE ARCHITECT OR LAND SURVEYOR TO ALTER ANY ITEM IN ANY 9AY IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION ALTERED BY FOLLO9ED BY THEIR SIGNATURE THE DATE OF SUCH ALTERNATION AND SPECIFIC DESCRIPTION OF THE ALTERATION // DRAWINGS NOT FOR CONSTRUCTION DWG OF  PREPARED FOR DIG SAFE NOTE: THIS PLAN SET 9AS DRAFTED 9ITHOUT THE BENEFIT OF DIG SAFE MARKINGS UTILITIES SHO9N ARE NOT 9ARRANTED TO BE EXACT OR COMPLETE THE CONTRACTOR SHALL CONTACT DIG SAFE AT  BEFORE COMMENCING ANY 9ORK AND SHALL PRESERVE EXISTING UTILITIES 9HICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET MAP INFORMATION: BASE MAP INFORMATION OBTAINED FROM A DRA9ING TITLED SÄ LCTGTTC ZO BY THOMPSON FLEMING LAND SURVEYORS PC ON  DECEMBER  74 Warren Street, Suite 1 Saratoga Springs, NY 12866 518.450.4030 TRUST| QUALITY  COLLABORATION | INNOVATION  VINCENT KATHERINE LATERRA COTTAGE ST PARK PLACE SARATOGA SPRINGS NY  LATERRA CONDOMINIUMS //PERMITS APPROVALS //PERMITS APPROVALS //PERMITS APPROVALS PERMITS APPROVALS// CÄ CONTROL 9IRING TO PUMP ALARM CONDUITS FOR PO9ER SUPPLY AND žÄ MIN UNDISTURBED SOIL PUMP OFF ž Ä    MI N  PUMP ON FLOAT 9IRE BRACKET CONTROLLER PANEL IN BLDG NEMA  JUNCTION BOX MOUNTED ON EFFLUENT PUMP INTERNAL DIM SEE NOTE  MUNICIPAL STORM SYSTEM Œ HDPE PIPE FORCE MAIN PPT POST OR ON BUILDING 9ALLžÄ ABOVE GRADE  MI N  ž Ä   M I N   CRUSHED STONE SUMP PLACED ON AND 9RAPPED 9ITH GEOTEXTILE FABRIC CHECK VALVE VALVE TYP HOLE ABOVE CHECKDRILL /Œ BLEED SEAL TYP GROUT FOR 9ATERTIGHT SCH  PVC TO HDPEPIPE ADAPTER Œ MANHOLE COVER AND FRAME NEENAH MODEL RÄ HEAVY DUTY  PRECAST CONC GRADE RINGS AS RE3žD SLIDE RAILS SECTION ALARM ON ND PUMP ON  PLAN  Œ HDPE STORM PIPE FROM CATCH BASIN Œ HDPE FROM CATCH BASIN INV EL  ž Œ OPENING TYP Œ HDPE PIPE TO CATCHBASIN  GAL PRECAST CONC SEPTIC TANK Œ SCH   9YE Œ SCH   ELBO9 Œ SCH  PIPE TYP  GROUT PIPE OPENINGS FOR 9ATERTIGHT SEAL SLIDE RAILS TYP  GLOBE VALVE TYP  EFFLUENT PUMP TYP  Œ SCH  PVC DISCHARGE PIPE SEE NOTES FOR STRUCTURE TYPE DISCONNECT GLOBE VALVE ž Ä  žÄ Œ SCH  PVC VENT PIPE EXTEND PIPE TO BUILDING žÄ ABOVE THE ROOF LINE PROVIDE RAIN CAP DI M   A  S E E T A B L E DI M   C  S E E T A B L E DI M   B  S E E T A B L E FLOAT S9ITCH SCHEDULE DIMENSION A IN  GAL DIMENSION B IN  GAL DIMENSION C IN  GAL NOTE: THE USE OF A RECTANGULAR PRECAST CONCRETE  GALLON CAPACITY SEPTIC TANKAS MANUFACTURED BY THE FORT MILLER COMPANY IS ASSUMED THE SEPTIC TANK SHALL BENONÄTRAFFIC OR TRAFFIC TYPE AS INDICATE IN THIS SCHEDULE ASSUMED INTERNAL LENGTHAND 9IDTH DIMENSIONS OF NONÄTRAFFIC TYPE ARE žÄ / X žÄ / RESPECTIVELY ASSUMEDINTERNAL LENGTH AND 9IDTH DIMENSIONS OF NONÄTRAFFIC TYPE ARE žÄ X žÄRESPECTIVELY NOTIFY THE ENGINEER IMMEDIATELY IF ACTUAL DIMENSIONS FOR THESTRUCTURES DIFFER FROM THESE VALUES NOTES: PUMPING STATION IS SHO9N AS DIAGRAMMATIC ONLY STORM9ATER PUMP NOTES: THE PUMP TANK SHALL BE A PRECAST CONCRETE NONÄTRAFFIC TYPE  GAL SEPTIC TANK 9ITHOUT SANITARY TEES OR BAFFLES AT INLETS AND OUTLETS MINIMUM TANK CAPACITY SHALL BE AS SHO9N SET TANK LEVEL ON NO  CRUSHED STONE AS INDICATED THE EXTERIOR SURFACES OF THE TANK SHALL BE THOROUGHLY COATED 9ITH THE MANUFACTURERS STANDARD 9ATERPROOFING COATING THE 9ATER PUMP SHALL BE A GOULDS 9ATER TECHNOLOGY SE9AGE PUMP MODEL D  HP THREE PHASE  VOLT OR APPROVED E3UIVALENT FLOAT CONTROL S9ITCHES SHALL BE GOULDS 9ATER TECHNOLOGY PIGGYBACK VERTICAL FLOAT S9ITCH FIRMLY MOUNTED TO THE PUMP PIT STRUCTURE PUMP CONTROL PANEL SHALL BE A GOULDS SIMPLEX ELECTRICAL CONTROL PANEL UNIT OR E3UIVALENT INCLUDING NEMA X 9ATERTIGHT ENCLOSURE AUDIBLE AND VISUAL ALARMS FOR LO9 9ATER RUN INDICATOR LIGHTS AND MANUAL OPERATION S9ITCHES PUMP CONTROL PANEL SHALL BE INSTALLED IN A CONSPICUOUS LOCATION 9ITHIN BUILDING OR ON A PPT POST PROXIMAL TO PUMP STATION ALL ELECTRICAL 9IRING SHALL BE IN STRICT ACCORDANCE 9ITH THE NATIONAL ELECTRIC CODE AND STATE AND LOCAL RE3UIREMENTS ALL CONDUIT BELO9 GRADE SHALL BE SCHEDULE  PVC CONDUIT 9ITH APPROPRIATE FITTINGS PRESSURIZED PIPING SHALL BE A Œ SDR II HDPE PIPE PRESSURE RATING OF  PSI 9ITH GASKETED JOINTS AND FITTINGS FORCE MAIN PIPING SHALL BE INSTALLED TO DRAIN BACK FROM THE MUNICIPAL SYSTEM TO THE PUMP STATION 9ITHOUT SAGS OR HUMPS Œ SCH  PVC TO HDPE PIPE ADAPTER  MM X  MM PAVINGS GS  ACCESS COVER D RATED AS MANUFACTURED BY ACO INDUSTRIES INSTALL PER MANUFACTURERS INSTRUCTION INVEL  ž DUPLEX PUMP STATION DETAIL SCALE: NTS ž Ä   Œ PVC DRAIN TO STONE SUMP 9/ PVC SCREEN END CAP AT INLET SUMP ž Ä   CONCRETE RETAINING 9ALL 9ITH THIN VENEER DETAIL SCALE: NTS ž Ä   M I N  OR T O B E D R O C K TBD TBD T B  D  ž Ä   M A X  REINFORCEMENT TBD žÄ REINFORCEMENT TBD X SHEER KEY  CL TYP REINFORCEMENT TBD  CL  C L REINFORCEMENT TBD SELECT STRUCTURAL FILL CONFORMING 9ITH NYSDOT SPEC SECTION  COMPACTED TO  MODIFIED PROCTOR DENSITY FINISH GRADE SEE PLANS FOR ELEVATIONS AND FINISH STONE VENEER FACING SHELF THICKNESS " FF 9ALL AS RE3UIRED PER VENEER MANUFACTURERžS SPECIFICATIONS ON ALL EXPOSED SIDES FINISH GRADE Œ PERF 9ALL DRAIN 9ITH MIN  THICK LAYER OF CRUSHED STONE 9RAPPED IN GEOTEXTILE FABRIC SLOPE DRAIN TO DAYLIGHT Ä/ ž Ä   M A X  STONE OR CIP CONC CAP  OVER HANG EACH SIDE