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HomeMy WebLinkAbout20230773 182 Excelsior Site Plan Plans As-Approved- -d -- -� _ � "- t 3?7 • t - ` ;� Gar .a Granife ram Pa •+ = ' I, N F I E L D °° ., ~ e--; •- X x' ,_•` .�.. x tx tTrailer Pa M. ear r ---' ---- --• —' - U i Cemr. / • . . ` ailer rk r JV ••Sub . s3 .... .. :� r • ,Y Spattf 1 Trailer Park .- (J s�•w • S PROJECT ' ��' ••' �` 15 T .a -- — ''R"j; I V: SITE '---•-- --: - . o, ot - -no - ;. r - � A trgh � +r' ♦ � Pu ii Sta l . t P Goff Course , Q .,,1 , •�• it " � , , � * `` • 4 •+ 443 • -•- -• i ISte East S id i 2! � ` ubstatiw�' ti its Perk st s it ■ i+ � x y t Zt D ` , • � r -130 � t �Y -- 3/6 2 Fin - ,_--- tpl / I St pews Ce �R'eedr : _ ~ :'J ----•----•---- --•- - ; a Spa �>ti • ' at `•` as + X ••, i3 /^N r--_ DOT ► ' „ 11 i r} s p d p �i L Golf Course a • R6A r Geyser {� ♦ '~ # SITE LOCATION MAP NOT TO SCALE DRAWING INDEX DRAWING SHEET TITLE G-001 01 COVER SHEET AND DRAWING INDEX C-001 02 GENERAL NOTES C-002 03 LEGENDS AND ABBREVIATIONS C-100 04 EXISTING CONDITIONS PLAN C-101 05 SUBDIVISION PLAN C-110 06 REMOVAL PLAN C-120 07 MATERIAL PLAN C-130 08 LAYOUT PLAN C-131 09 TURNING MOVEMENT PLAN C-140 10 UTILITY PLAN C-141 11 PHOTOMETRIC PLAN C-150 12 GRADING PLAN C-160 13 EROSION AND SEDIMENT CONTROL PLAN C-170 14 LANDSCAPING PLAN C-500 15 TYPICAL SITE DETAILS C-501 16 TYPICAL SITE DETAILS C-502 17 TYPICAL SITE DETAILS C-503 18 TYPICAL SITE DETAILS C-504 19 TYPICAL SITE DETAILS 99p**'A7 A —0 0 1 4-- oul 182 EXCELSIOR AVENUE, CITY OF SARATOGA SPRINGS SARATOGA COUNTY, NEW YORK 12866 PREPARED FOR: GREEN SPRINGS CAPITAL GROUP, LLC PO BOX 3207 SARATOGA SPRINGS, NY 12866 PREPARED BY: CIVIL ENGINEER Engineering and Land Surveying, P.C. 1533 Crescent Road - Clifton Park, NY 12065 APP OV U DER AUTHORITY OF A RESOLUTION ADOPTED Z BY THE PLANNING BOARD OF THE CITY OF SA T A PRINGS. CHAIR PERSON: DATE SIGNED: Z3/2'V SUBMITTAL / REVISIONS OF PEwy �A, 9 j �. x� r w� 7475 ��ti FESS10 THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d Land Surveying, P C P.C. 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC COVER SHEET AND DRAWING INDEX 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ 1583.01 DATE: OCTOBER 2022 GmOO1 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01—G-001.dwg (Layout: G-001 ) data• Fri Anr 7R 7f17d - 17-91 PM 1Nama• ahnr7al I GENERAL NOTES: 1. INFORMATION SHOWN HEREON IS FROM A FIELD SURVEY CONDUCTED BY M.J. ENGINEERING AND LAND SURVEYING, P.C. ON SEPTEMBER 14 AND 16, 2022. 2. THE HORIZONTAL DATUM IS REFERENCED TO NORTH AMERICAN DATUM OF 1983, NEW YORK STATE PLANE EAST ZONE (3101). NAD83/2011, EPOCH 2O10.00. 3. THE VERTICAL DATUM IS REFERENCED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29). 4. CONTOUR INTERVAL = 1 FOOT. 5. NORTH IS ORIENTED TO GRID NORTH FROM GPS OBSERVATION. 6. UNDERGROUND UTIUTIES SHOWN HEREON ARE BASED ON SURFACE EVIDENCE AND INFORMATION RECORDED DURING CONVENTIONAL SURVEY METHODS. THIS MAPPING DOES NOT PURPORT TO SHOW ALL UNDERGROUND UTILITIES ON SITE AND IS SUBJECT TO FIELD VERIFICATION. 7. SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE. SURVEY IS SUBJECT TO ANY INFORMATION THAT AN UP TO DATE TITLE REPORT MAY DISCLOSE. 8. SUBJECT TO ANY RIGHTS, EASEMENTS, COVENANTS, O2 RESTRICTIONS OF RECORD. 9. "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW." COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS SEAL AND SIGNED WITH INK SHALL NOT BE CONSIDERED TO BE VAUD COPIES. 10. "ONLY BOUNDARY SURVEY MAPS WITH THE LAND SURVEYOR'S SIGNATURE AND SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR'S ORIGINAL WORK AND OPINION." 11. WETLAND DELINEATION COMPLETED BY GILBERT VANGUILDER LAND SURVEYOR, LLC ON SEPTEMBER 7, 2022. MAP REFERENCES: 1. MAP OF A PORTION OF EXCELSIOR PARK, SARATOGA SPRINGS, N.Y., OWNED BY HENRY LAWRENCIE, LH. CRAMER G.E., DATED 1873, AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. BB-48. 2. MAP OF LANDS OF THE EXCELSIOR SPRING CO., PROPOSED TO BE TAKEN BY THE SARATOGA LAKE RAILWAY COMPANY, DATED AUGUST 23, 1880, AND FILED IN THE SARATOGA COUNTY CLERK'S OFFICE AS MAP NO S-17. 3. STATE OF NEW YORK DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS, LAND TO BE PROVIDED FOR THE RECONSTRUCTION OF THE SARATOGA-GANSVOORT COUNTY HIGHWAY NO. 442, MAP NO. 1AB, SARATOGA COUNTY, N.Y., DATED APRIL 16, 1930. 4. STATE OF NEW YORK DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS, LAND TO BE PROVIDED FOR THE RECONSTRUCTION OF THE SARATOGA-GANSVOORT COUNTY HIGHWAY NO. 44Z MAP NO. 2A, SARATOGA COUNTY, N.Y., DATED APRIL 16, 1930 5. MAP OF PROPERTY LINE AGREEMENT BETWEEN V.F.W. POST AND LEIMKUEHLER, CITY OF SARATOGA SPRINGS (O.D.), SARATOGA COUNTY, N.Y., PREPARED BY PAUL F. TOMMELL, P.L.S., DATED SEPTEMBER 27, 1984. 6. EXISTING CONDITIONS, EXCELSIOR PARK - PHASE 1A, (E160F), SARATOGA SPRINGS, N.Y., PREPARED BY THE LA GROUP LANDSCAPE ARCHITECTURE AND ENGINEERING, P.C., PREPARED FOR J.W. PFEIL & COMPANY, INC., WITT CONSTRUCTION, INC. DATED FEBRUARY 26, 2003. 7. SARATOGA GREENBELT DOWNTOWN CONNECTOR TRAIL, P.I.N. 1760.86/1)035900, CITY OF SARATOGA SPRINGS, SARATOGA COUNTY, N.Y., PREPARED BY GREENMAN-PEDERSEN, INC., CONSULTING ENGINEERS, DATED JANUARY 2022. DEED REFERENCES: 1. SARATOGA COUNTY TO STANLEY BOGAN AND ELSIE BOGAN, DATED JUNE, 26, 1950 AND RECORDED IN THE SARATOGA COUNTY CLERKS OFFICE IN DEED BOOK 531 AT PAGE 140 ON JANUARY 31, 1951. 2. JOSEPH A. INGRASSIA AND ANNE. T. INGRASSIA TO GUTLER BROS. VFW POST 420 INC., DATED OCTOBER 8, 1975 AND RECORDED IN THE SARATOGA COUNTY CLERKS OFFICE IN DEED BOOK 953 AT PAGE 408 ON OCTOBER 14, 1975. 3. LOUISIANA MANAGEMENT COMPANY, LLC. TO LOUISIANA MANAGEMENT COMPANY, LLC., DATED MARCH 18, 2005 AND RECORDED IN THE SARATOGA COUNTY CLERKS OFFICE IN DEED BOOK 1715 AT PAGE 361 ON MARCH 18, 2005. REMOVAL NOTES: 1. CONFORM TO APPLICABLE CODE FOR DEMOLITION OF STRUCTURES, SAFETY OF ADJACENT STRUCTURES, DUST CONTROL, RUNOFF CONTROL, HAULING, DISPOSAL, AND STORAGE OF DEBRIS. 2. PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES. 3. MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN IN SERVICE AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. DO NOT INTERRUPT EXISTING UTILITIES SERVICING CURRENTLY OPERATING FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY THE OWNER'S REPRESENTATIVE. 4. PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES. PROVIDE BRACING AND SHORING. 5. LOCATE AND IDENTIFY ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 72 HOURS BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS. 6. DEMOLISH AND REMOVE COMPONENTS IN AN ORDERLY AND CAREFUL MANNER. 7. PROTECT EXISTING FEATURES THAT ARE NOT TO BE DEMOLISHED. & CONDUCT OPERATIONS WITH MINIMUM INTERFERENCE TO PUBLIC OR PRIVATE ACCESSES. 9. MAINTAIN EGRESS AND INGRESS ACCESS AT ALL TIMES. DO NOT CLOSE OR OBSTRUCT ROADWAYS OR SIDEWALKS WITHOUT CONSENT FROM THE OWNER'S REPRESENTATIVE. 10. CEASE OPERATIONS IMMEDIATELY IF ADJACENT STRUCTURES APPEAR TO BE IN DANGER. NOTIFY THE OWNER'S REPRESENTATIVE. 11. ROUGH GRADE AND COMPACT AREAS AFFECTED BY DEMOLITION TO MAINTAIN SITE GRADES AND CONTOURS. 12. TO DETERMINE EXTENT OF SELECTIVE DEMOLITION REQUIRED, FIELD VERIFY THAT EXISTING COND111ONS CORRELATE WITH REQUIREMENTS INDICATED ON THE DEMOLITION PLAN(S). 13. CONDUCT DEMOLITION OPERATIONS IN A MANNER THAT WILL PREVENT DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN. 14. CONDUCT DEMOLITION OPERATIONS IN A MANNER THAT WILL PREVENT INJURY TO PEOPLE. ENSURE SAFE PASSAGE OF PEOPLE AROUND SELECTIVE DEMOLITION AREA. 15. CONDUCT DEMOUTION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH SELECTIVE DEMOUTION OPERATIONS. REMOVAL NOTES (CONT.): 16. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. ALL EXCESS MATERIALS SHALL BE TRANSPORTED OFF SITE AND LEGALLY DISPOSED OF. 17. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITIONS EXISTING BEFORE START OF SELECTIVE DEMOLITION. 18. PROPERLY DISPOSE OF DEMOLISHED MATERIALS. ALL DEBRIS RESULTING FROM DEMOLITION ACTIVITIES SHALL BE DISPOSED OF OFF -SITE AT A FACILITY APPROVED TO RECEIVE THE DEBRIS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON -SITE. DO NOT BURN DEMOLISHED MATERIALS ON -SITE. "DIG SAFELY NEW YORK": CALL 811 BEFORE YOU DIG: 1. CALL BEFORE YOU DIG: IF YOU PLAN TO DIG OR DO ANY TYPE OF EXCAVATION WORK, NEW YORK STATE LAW REQUIRES YOU CALL "DIG SAFELY NEW YORK" PRIOR TO DOING SO. 2. WAIT THE REQUIRED TIME: YOU NEED TO PROVIDE TWO FULL WORKING DAYS NOTICE PRIOR TO STARTING YOUR WORK, NOT COUNTING THE DAY OF YOUR CALL, WEEKENDS OR HOUDAYS. THIS PROVIDES TIME FOR THE UTILITIES TO LOCATE YOUR PROPOSED DIG SITE. 3. CONFIRM UTIUTY RESPONSE: "DIG SAFELY NEW YORK" WILL N011FY ALL MEMBER UTILITIES OF THE PENDING EXCAVATION SO THAT THAT THEY CAN COME OUT AND MARK THE LOCATION OF THEIR UNDERGROUND LINES. BEFORE DIGGING ON YOUR STATED COMMENCEMENT DATE CONFIRM THAT ALL UTILITIES HAVE RESPONDED TO YOU INDICATING THEY HAVE MARKED YOUR PROPERTY OR THEY HAVE NO FACILITIES PRESENT. 4. RESPECT THE MARKS: BEFORE YOU BEGIN YOUR EXCAVATION, WALK THROUGH THE SITE TO FAMILIARIZE YOURSELF WITH THE MARKINGS AND THE LOCATIONS OF BURIED FACILITIES. 5. DIG WITH CARE IT IS IMPORTANT EXCAVATORS TAKE A PROACTIVE APPROACH TO SAFETY NOT ONLY FOR THEMSELVES BUT FOR THE PUBLIC BY INITIATING THE ONE -CALL PROCESS AND ADHERING TO THE FIVE STEPS OF A SAFE EXCAVATION. GENERAL CONSTRUCTION NOTES: 1. PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE OWNER'S REPRESENTATIVE, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE AND UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR. 2. ALL PAVEMENT RESTORATION SHALL MEET AND MATCH EXISTING GRADES AND FINISHES UNLESS OTHERWISE NOTED IN THE PLAN(S). 3. ALL SAW CUT LINES SHALL BE PARALLEL AND CURVILINEAR TO EXISTING OR PROPOSED CURBING AND SHALL BE A CONSTANT DISTANCE OF 18" MIN AWAY. 4. NOTIFY THE OWNER'S REPRESENTATIVE 72 HOURS PRIOR TO INITIALIZATION OF ANY WORK ON SITE. 5. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLAN(S). THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLAN(S) WITHOUT PRIOR REVIEW FROM THE ENGINEER. 6. THE CONTRACTOR IS RESPONSIBLE FOR EMPLOYING AND MAINTAINING ALL TRAFFIC CONTROL AND SAFETY MEASURES DURING CONSTRUCTION. 7. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY AND SAFELY MAINTAINING THE AREA BETWEEN ALL ADJOINING PROPERTIES. 8. ALL EXISTING LAWN AREA, CURBING, PAVING, SIDEWALKS, CULVERTS, OR OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED BY TRENCHING OR EXCAVA11ON OPERATIONS SHALL BE REPLACED OR REPAIRED TO A CONDITION EQUAL TO EXISTING, AS DESCRIBED IN CONTRACT DOCUMENT(S), OR AS ORDERED BY THE OWNER'S REPRESENTATIVE. MAILBOXES, SIGN POSTS, ETC. SHALL BE PROTECTED OR REMOVED AND REPLACED EXACTLY AS THEY WERE BEFORE BEING DISTURBED. REMOVE AND REPLACE AFFECTED CURBING AND SIDEWALK TO NEAREST JOINT. REMOVE PAVEMENT AND REPLACE TO SAW CUT UNE; SAW CUT IN STRAIGHT LINES TO THE POINT NEEDED TO BLEND GRADE. REMOVE LAWN AND REPLACE TO THE MINIMUM LIMIT OF EXCAVATION. 9. KEEP ALL PUBUC ROADWAYS AND RIGHT OF WAYS CLEAR OF DEBRIS AT ALL TIMES. LAYOUT NOTES: 1. COMPLETE AND COORDINATE ALL FIELD LAYOUT. TAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE MARKED UP AS -BUILT PLAN(S) FOR ALL UTILITIES SHOWING TIES TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES, AND INVERTS. AS -BUILT PLAN(S) SHALL BE REVIEWED BY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR SHALL PROVIDE ANY CORRECTIONS OR ADDITIONS TO THE SATISFACTION OF THE OWNER AND THE ENGINEER BEFORE UTILITIES WILL BE ACCEPTED. PAVING NOTES: 1. NO VEHICULAR TRAFFIC OF ANY SORT SHALL BE PERMITTED ON THE SURFACE OF SUBBASE COURSE MATERIAL ONCE IT HAS BEEN FINE GRADED, COMPACTED, AND IS READY FOR PAVING. SUBBASE MATERIAL PREPARED FOR PAVING SHALL BE PAVED WITHIN THREE (3) DAYS OF PREPARATION. 2. PLACE ASPHALT CONCRETE MIXTURE ON PREPARED SURFACE, SPREAD AND STRIKE -OFF USING A SELF-PROPELLED PAVING MACHINE, WITH VIBRATING SCREED. PLACEMENT IN INACCESSIBLE AND SMALL AREAS MAY BE PLACED BY HAND. 3. PROVIDE JOINTS BETWEEN OLD AND NEW PAVEMENTS OR BETWEEN SUCCESSIVE DAYS OF WORK. 4. TACK COAT WHEN SPECIFIED OR AS CALLED OUT IN THE PLAN(S): A. REMOVE LOOSE AND FOREIGN MATERIAL FROM ASPHALT SURFACE BEFORE PAVING NEXT COURSE. USE POWER BROOMS, BLOWERS, OR HAND BROOM. B.APPLY TACK COAT TO ASPHALT PAVEMENT SURFACES AND SURFACES OF CURBS, GUTTERS, MANHOLES, AND OTHER STRUCTURES PROJECTING INTO OR ABUTTING PAVEMENT. DRY TO A "TACKY" CONSISTENCY BEFORE PAVING. C. TACK COAT ENTIRE VERTICAL SURFACE OF ABUTTING EXISTING PAVEMENT. 5. AFTER COMPLETION OF PAVING AND SURFACING OPERATIONS, CLEAN SURFACES OF EXCESS OR SPILLED ASPHALT, GRAVEL, OR STONE MATERIALS TO THE SATISFACTION OF THE ENGINEER. UTILITY NOTES: 1. ADJUST ALL EXISTING MANHOLE COVERS, CATCH BASIN FRAMES AND GRATES, WATER VALVE COVERS, GAS VALVES, AND OTHER UTILITIES WHERE ENCOUNTERED TO MATCH NEW LINE AND FINISHED GRADE OF LAWN, SIDEWALK, OR PAVEMENT. 2. BEFORE CONSTRUCTING UNES TO CONNECT TO EXISTING UTILITIES, VERIFY EXISTING UTILITY INVERTS AND NOTIFY THE OWNER'S REPRESENTATIVE IF ANY VARIATION FROM THE PLAN(S) IS REQUIRED. 3. PRIOR TO COMMENCEMENT OF UTILITY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY BOTH HORIZONTAL AND VERTICAL POSITIONS OF EXISTING UTILITIES AT EACH CONNECTION POINT. 4. CONSTRUCTION OF WATER LINES MUST BEGIN AT ITS POINT OF CONNECTION TO THE EXISTING UTILITY OR FACILITY. 5. ALL CONSTRUCTION STAKE OUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. UTILITY NOTES (CONT.): 6. TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 7. MAINTAIN FLOWS FOR ALL EXISTING UTILITIES. 8. ALL PAVEMENT, WALKWAYS, AND GRANITE OR CONCRETE CURB REMOVED FOR UTILITY INSTALLATION MALL BE REPLACED IN KIND UPON COMPLETION OF WORK IN EACH RESPECTIVE AREA SWPPP NOTES: EROSION AND SEDIMENT CONTROL PRACTICES: REFER TO THE DRAWINGS, DETAILS, AND THE PROJECT MANUAL FOR LOCATIONS, SIZES, AND SPECIFICATIONS OF EROSION AND SEDIMENT CONTROL DEVICES. 1. SILT FENCE: SILT FENCE REDUCES RUNOFF VELOCITY AND CAUSES SETTLING OF SEDIMENT. INSTALL SILT FENCE WHERE SHOWN IN PLAN(S). INSTALL AROUND ANY STOCKPILED SOIL MATERIALS. 2. TEMPORARY SEEDING: TEMPORARY SEEDING REDUCES EROSION AND SEDIMENT LOSS FROM BARE GROUND. PROVIDE TEMPORARY SEEDING TO ESTABLISH TEMPORARY COVER FOR DISTURBED EARTH OR SOIL STOCKPILES. PROVIDE TEMPORARY SEEDING PER THE PLAN(S) OR, AT A MINIMUM, ON DISTURBED AREAS AND SOIL STOCKPILES HELD FOR LONGER THAN 7 DAYS, DURING TEMPORARY CONSTRUCTION SHUT DOWNS, AND WHILE WAITING FOR OPTIMAL PLANTING TIMES. IN SPRING, SUMMER OR EARLY FALL APPLY RYE GRASS AT AT A RATE OF 1 LB/ 1000 SO. FT. IN LATE FALL OR EARLY SPRING, APPLY CERTIFIED AROOSTOOK RYE AT 2.5 LBS. / 1000 SO. FT. APPLY STRAW AT 2 BALES / 1000 SQ. FT OR WOOD FIBER HYDROMULCH AT THE MANUFACTURER'S RECOMMENDED RATE. STRAW SHALL BE ANCHORED. 3. CONCRETE WASHOUT. CONCRETE WASHOUT SHALL BE DONE OFF SITE OR AT A MAINTAINED WASHOUT CONTAINER AS SHOWN IN THE PLAN(S). ALL WASTE WATER AND SEDIMENT FROM THE UNIT SHALL BE DISPOSED OF OFF SITE IN ACCORDANCE WITH STATE, LOCAL, AND FEDERAL REQUIREMENTS. LOCATION OF THE UNIT SHALL BE AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 4. DUST CONTROL - DUST CONTROLS PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED AREAS THAT MAY CAUSE OFF SITE DAMAGE, HEALTH HAZARDS, AND TRAFFIC SAFETY PROBLEMS. PROVIDE DUST CONTROL THROUGH SPRINKLING AND TEMPORARY AND PERMANENT STABILIZATION, SUCH AS SEEDING, MULCHING, AND INSTALLING EROSION CONTROL BLANKETS. THESE MEASURES WALL PREVENT DUST FROM BLOWING OFF SITE. INSTALL TEMPORARY AND PERMANENT STABILIZATION MEASURES PER THE PLAN(S) AS SOON AS FINAL GRADES ARE REACHED AND ON SOIL STOCKPILES AND DISTURBED AREAS TO BE LEFT FOR LONGER THAN 7 DAYS. USE SPRINKLING AND OTHER METHODS AS REQUIRED TO PREVENT BLOWING DUST. 5. STORM DRAIN INLET PROTECTION: INLET PROTECTION IS A TEMPORARY, SOMEWHAT PERMEABLE BARRIER INSTALLED AROUND A STORM WATER INLET THAT PREVENTS SEDIMENT LADEN WATER FROM ENTERING THE SYSTEM BY FILTERING AND/OR CAUSING SEDIMENT TO SETTLE. INSTALL INLET PROTECTION IMMEDIATELY UPON INSTALLATION OF A STORM DRAIN INLET. USE STONE AND BLOCK PROTECTION AROUND INLETS IN PANED/GRAVEL AREAS. USE FABRIC PROTECTION AROUND INLETS INSTALLED IN LANDSCAPED AREAS. REMOVE PROTECTION UPON FINAL STABILIZATION OF THE SITE. 6. PERMANENT SEEDING: PERMANENT SEEDING PREVENTS SOIL EROSION FROM BARE SOIL ONCE FINAL GRADING OF AN AREA HAS BEEN COMPLETED, PROVIDE PERMANENT SEEDING AND MULCHING PER THE MANUFACTURER'S RECOMMENDATION OR AS SHOWN IN THE PLAN(S). POLLUTION PREVENTION MEASURES: 1. IN ADDITION TO THE EROSION AND SEDIMENT CONTROL MEASURES IMPLEMENTED ON THE SITE, IMPLEMENT THE FOLLOWING MEASURES TO PREVENT UTTER, CHEMICALS, AND DEBRIS FROM ENTERING STORM DRAINS, DISCHARGES FROM THE SITE, AND SENSITIVE AREAS. 2. PROPERLY INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL DEVICES AS OUTLINED IN THE CONTRACT DOCUMENT(S) AND IN COMPLIANCE WITH THE LATEST EDITION OF THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL 3. PROPERLY CONTAIN AND DISPOSE OF ALL MATERIALS USED ON SITE. 4. CLEAN UP SPILLS IMMEDIATELY TO MINIMIZE SAFETY HAZARDS AND PREVENT SPREADING. 5. ROUTINELY INSPECT AND (LEAN OUT STORM CATCH BASINS AND CONVEYANCES. 6. CONTROL UTTER BY SWEEPING AND PICKING IT UP DAILY. 7. IF POSSIBLE, DO NOT STORE FUEL OR PETROLEUM PRODUCTS ON SITE. IF FUEL/PROTROI"M PRODUCTS ARE STORED ON SITE 7.1. USE SECONDARY CONTAINMENT MEASURES. 7.2. HAVE EQUIPMENT AND MATERIALS ON SITE TO CONTAIN AND CLEAN UP SPILLS IN FUEL STORAGE AREAS OR ON BOARD MAINTENANCE AND FUELING VEHICLES. 7.3. CONTAIN AND CLEAN UP SPILLS IMMEDIATELY. 7.4. PRACTICE PREVENTIVE MAINTENANCE FOR ON SITE EQUIPMENT. 7.5. OVERSEE ALL FILLING OPERATIONS. 8. PRACTICE GOOD HOUSEKEEPING AND EDUCATE EMPLOYEES ON POLLUTION PREVENTION MEASURES. 8.1. STORE ON SITE MATERIALS AND CHEMICALS IN A NEAT AND ORDERLY MANNER AND IN AREAS DESIGNATED FOR SUCH STORAGE. 8.2. DISPOSE OF GARBAGE, RUBBISH, CONSTRUCTION AND SANITARY WASTE ROUTINELY. 8.3. IMMEDIATELY CLEAN UP ANY SPILLS. 8.4. IMMEDIATELY CLEAN UP ANY SEDIMENTS OR WASTE TRACKED ONTO PUBLIC HIGHWAYS OR TRANSPORTED ONTO ADJACENT PROPERTIES. 8.5. USE DUST CONTROL METHODS. 9. FOR CONSTRUCTION WASTE: 9.1. DESIGNATE A WASTE COLLECTION AREA 9.2. PROVIDE AN ADEQUATE NUMBER OF CONTAINERS WITH LIDS OR COVERS THAT CAN BE PLACED OVER CONTAINERS PRIOR TO RAINFALL 9.3. ARRANGE FOR WASTE COLLECTION ON A ROUTINE BASIS AND PRIOR TO CONTAINER OVERFLOW. 9.4. IF A CONTAINER DOES SPILL, CLEAN UP IMMEDIATELY. 9.5. CONSTRUCTION WASTE SHALL BE COLLECTED, REMOVED AND DISPOSED OF IN APPROVED DISPOSAL AREAS. 9.6. DISPOSAL METHODS SHALL MEET THE REQUIREMENTS OF FEDERAL, STATE AND LOCAL REQUIREMENTS. SWPPP NOTES (CONT.): THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING TEMPORARY SANITARY FACILITIES. DOMESTIC WASTE HAULERS SHALL BE CONTRACTED TO REGULARLY REMOVE THE SANITARY WASTE AND TO MAINTAIN THE FACILITIES IN GOOD WORKING ORDER. 10. IF FERTILIZERS ARE USED ON SITE: 10.1 LIMIT THE APPLICATION OF FERTILIZERS TO THE MINIMUM AREA REQUIRED AND USE THE MINIMUM RECOMMENDED AMOUNTS. 10.2 REDUCE THE EXPOSURE OF FER11UZERS TO STORM WATER RUN OFF BY WORKING THE FERTILIZER INTO THE SOIL 10.3 APPLY FERTILIZER MORE FREQUENTLY BUT AT A LOWER APPLICATION RATE. EROSION AND SEDIMENT CONTROL PRACTICES. IMPLEMENTATION SCHEDULE: PRACTICE INITIAL PLACEMENT DURATION PRIOR TO EARTH DISTURBANCE & UNTIL SITE STABILIZATION SILT FENCE IMMEDIATELY UPON STOCK- PILING OF & UNTIL REMOVAL OF SOIL STOCKPILES STOCK PILE DUST CONTROL UPON COMMENCEMENT UNTIL SITE OF SITE DISTURBANCE STABILIZATION STABILIZED UNTIL SITE CONSTRUCTION PRIOR TO SITE DISTURBANCE STABILIZATION ENTRANCE INLET PROTECTION PRIOR TO EARTH DISTURBANCE UNTIL SITE STABILIZATION CONCRETE UPON COMMENCEMENT COMPLETION OF WASHOUT OF CONCRETE ACTIVITIES CONCRETE ACTIVITIES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE SCHEDULE: 1. INSPECT THE SILT FENCE ON A NIGHTLY BASIS DURING CONSTRUCTION. MAINTENANCE, REPAIR OR REPLACEMENT OF THE FENCING SHALL BE DONE IMMEDIATELY. 2. INSPECT ALL REMAINING EROSION AND SEDIMENT CONTROL DEVICES AFTER EACH RAIN EVENT AND ON A WEEKLY BASIS. MAINTENANCE, REPAIR OR REPLACEMENT SHALL BE DONE IMMEDIATELY. MAINTENANCE, REPAIR AND REPLACEMENT SHALL ALSO OCCUR AS DIRECTED BY THE OWNER'S REPRESENTATIVE 2.1. SILT FENCE. SHALL. BE INSPECTED FOR TEARS, BULGING AND FOR AREAS WHERE IT HAS FALLEN DOWN. REPAIR OR REPLACE AS NECESSARY. 2.2. STABILIZED CONSTRUCTION ENTRANCE: SHALL BE MAINTAINED SO THAT TRACKING OF SEDIMENT ONTO PUBLIC HIGHWAYS DOES NOT OCCUR. TOP DRESS AS REQUIRED. 2.3. STONE AND BLOCK INLET PROTECTION: CHECK FOR DAMAGED MATERIALS AND ACCUMULATED SEDIMENT. REPAIR OR REPLACE MATERIALS DURING CONSTRUCTION AS NEEDED. REMOVE ANY ACCUMULATED SEDIMENT. 2.4. CATCH BASINS AND PIPING: SHALL BE CHECKED FOR OBSTRUCTIONS AND SEDIMENT ACCUMULATION. CLEAN AS NECESSARY. SWPPP IMPLEMENTATION: 1. THE CONTRACTOR AND SUBCONTRACTOR(S) ARE RESPONSIBLE FOR COMPLYING WITH AND IMPLEMENTING THE SWPPP. REFER TO SPECIFICATION "REGULATORY REQUIREMENTS" AND THE CONTRACTOR'S CERTIFICATION STATEMENT IN THE SWPPP. 2. EROSION AND SEDIMENT CONTROL PRACTICES ARE TO BE INSTALLED AND INSPECTED PRIM TO SITE DISTURBANCE CONSTRUCTION COMPLETION: UPON CONSTRUCTION COMPLETION: 1. INSPECT THE CATCH BASINS, STORM WATER MANHOLES, AND STORM WATER CONVEYANCE SYSTEM FOR OBSTRUCTIONS OR SEDIMENT. REMOVE OBSTRUCTIONS AND CLEAN STRUCTURES AND PIPING AS NECESSARY. UPON SITE STABILIZATION: 2. REMOVE ANY REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. STABILIZE AREA. WINTER OPERATIONS: 1. PREPARE A SNOW MANAGEMENT PLAN WITH ADEQUATE STORAGE FOR SNOW AND CONTROL OF MELT WATER, REQUIRING CLEARED SNOW TO BE STORED IN A MANNER THAT DOES NOT AFFECT ONGOING CONSTRUCTION ACTIVITIES. 2. ENLARGE AND STABILIZE ACCESS POINTS TO PROVIDE FOR SNOW MANAGEMENT AND STOCKPILING. SNOW MANAGEMENT ACTIVITIES MUST NOT DESTROY OR DEGRADE INSTALLED EROSION AND SEDIMENT CONTROL PRACTICES. 3. A MINIMUM 25 FEET BUFFER SHALL BE MAINTAINED FROM ALL PERIMETER CONTROLS SUCH AS SILT FENCE. MARK SILT FENCE WITH TALL STAKES THAT ARE VISIBLE ABOVE THE SNOW PACK. 4. DRAINAGE STRUCTURES MUST BE KEPT OPEN AND FREE OF SNOW AND ICE DAMS. ALL DEBRIS, ICE DAMS, OR DEBRIS FROM PLOWING OPERATIONS, THAT RESTRICT THE FLOW OF RUNOFF AND MELTWATER, SHALL BE REMOVED. 5. SEDIMENT BARRIERS MUST BE INSTALLED AT ALL APPROPRIATE PERIMETER AND SENSITIVE LOCATIONS. SILT FENCE AND OTHER PRACTICES REQUIRING EARTH DISTURBANCE MUST BE INSTALLED BEFORE THE GROUND FREEZES. 6. SOIL STCOKPILES MUST BE PROTECTED BY THE USE OF ESTABLISHED VEGETATION, ANCHORED STRAW MULCH, ROLLED STABILIZATION MATTING, OR OTHER DURABLE COVERING. A BARRIER MUST BE INSTALLED AT LEAST 15 FEET FROM THE TOE OF THE STOCKPILE TO PREVENT SOIL MIGRATION AND TO CAPTURE LOOSE SOIL 7. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED, THE APPLICATION OF SOIL STABILIZATION MEASURES SHOULD BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED WITHIN THREE (3) DAYS. ROLLED EROSION CONTROL BLANKETS MUST BE USED ON ALL SLOPES 3 HORIZONTAL TO 1 VERTICAL OR STEEPER. 8. IF STRAW MULCH ALONE IS USED FOR TEMPORARY STABILIZATIONS, IT SHALL BE APPLIED AT DOUBLE THE STANDARD RATE OF 2 TONS PER ACRE, MAKING THE APPLICATION RATE 4 TONS PER ACRE OTHER MANUFACTURED MULCHES SHOULD BE APPLIED AT DOUBLE THE MANUFACTURER'S RECOMMENDED RATE. 9. TO ENSURE ADEQUATE STABILIZATION OF DISTURBED SOIL IN ADVANCE OF A MELT EVENT, AREAS OF DISTURBED SOIL SHOULD BE STABILIZED AT THE END OF EACH WORK DAY UNLESS: 9.1. WORK WILL RESUME WITHIN 24 HOURS IN THE SAME AREA AND NO PRECIPITATION IS FORECAST OR; 9.2. THE WORK IS IN DISTURBED AREAS THAT COLLECT AND RETAIN RUNOFF, SUCH AS OPEN UTILITY TRENCHES, FOUNDATION EXCAVATIONS, OR WATER MANAGEMENT AREAS. 10. USE STONE PATHS TO STABILIZE ACCESS PERIMETERS OF BUILDINGS UNDER CONSTRUCTION AND AREAS WHERE CONSTRUCTION VEHICLE TRAFFIC IS ANTICIPATED. STONE PATHS SHOULD BE A MINIMUM 10 FEET IN WIDTH BUT WADER AS NECESSARY TO ACCOMMODATE EQUIPMENT. ZONING MAP SCALE N.T.S. ZONING LEGEND: RR SR UR-1 UR-2 UR-3 UR-4 R-MHP GC-R GC-U AC NCU UN NC UC OMB - WRB INST-ED INST-HTR ® INST-MP INST-PR IND-L IND-G IND-EX - PUD ZONING ANALYSIS TABLE ZONING UR-4, URBAN RESIDENTIAL-4 DISTRICT DISTRICT USE PERMITTED WITH SITE PLAN APPROVAL ZONE CRITERIA REQUIRED PROPOSED LOT 1 VARIANCE PROPOSED LOT 2 VARIANCE 80239 SF/36 24005 SF/6 MIN. LOT AREA 3,000/DU SF UNITS-- YES UNITS-- NO 2228.86 SF 4000.83 SF MIN. LOT WIDTH 100 FT 200 FT NO 175 FT NO MAX. BUILDING 40% 19% NO 13% NO COVERAGE MIN. SETBACK' 10 FT 10 FT NO 10 FT NO FRONT MIN. SETBACK, REAR 25 FT 25 FT NO 25 FT NO MIN. SETBACK, 5 FT 5 FT NO 5 FT NO INTERIOR SIDE MIN. SETBACK, 8 FT 8 FT NO 8 FT NO CORNER SIDE MIN. 1ST FLOOR 1800 SF, 1 STRY 3403 SF NO 1041 SF NO AREA 1200 SF, 2 STRY MAX. BUILDING 40 FT 38'-6" FT NO 40 FT NO HEIGHT MAX. IMPERVIOUS 75% 51% NO 42% NO SURFACE PARKING SPACES 54 SPACES 60 SPACES NO 12 SPACES NO PARKING CRITERIA MINIMUM 1.5 SPACES PER UNIT SUBMITTAL /REVISIONS oF rriR,y �Q` y1�. P � ti l t.,, x� U Z y x"` "A Q7475" w �O�SSIO�P THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d Land Surveying, P.C.DRAWN ,. 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC GENERAL NOTES 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WIL DESIGNED BY: AB BY: AB CHECKED BY: WIL SCALE: ASS OWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 C=001 File Name: FAMJI583\MJ1583.01 182 Excelsior Avenue\MJ1 583.01 -C-001.dwg (Layout: C-001 ) date• Fri Anr 9F; gn9A - 19-9A PM !Name• ahnr7al EXISTING LEGEND PROPOSED LEGEND ABBREVIATIONS o BENCHMARK PARKING METER CONTROL BASELINE ROCK ® CONTROL BASELINE TIE ® REFERENCE MARKER SIGN ® CONTROL BASELINE SPUR ® GAS VENT SPIKE POINT ® FUEL PUMP x STAKE POINT O TELEPHONE LINE MARKER NAIL POINT FIBER OPTIC MARKER RAILROAD SPIKE POINT $ OIL LINE MARKER ® CONTROL SURVEY MARKER ® GAS METER HORIZ. PHOTOGRAMMETRY POINT GAS MARKER VERT. PHOTOGRAMMETRY POINT • UTILITY MARKOUT POINT a MONUMENT POINT o DEAD UTILITY POLE ® MISCELLANEOUS MONUMENT POINT oo LIGHT POLE e CROSS CUT POINT SINGLE LIGHT Y DRILL HOLE POINT ❑^❑ DOUBLE LIGHT + FENCE LOCATION POINT UTILITY POLE WITH LIGHT o CAPPED IRON PIPE PEDESTRIAN POLE 9 IRON PIPE O TRAFFIC CONTROL SIGNAL POLE ® SANITARY MANHOLE o TRAFFIC CONTROL BOX JUNCTION ® CATCH BASIN ® TRAFFIC CONTROL BOX PULL ® CATCH BASIN - ROUND # LIGHT POST 8 CURB INLET FLOODLIGHT ® STORM MANHOLE 23 SECURITY LIGHT ® WATER MANHOLE I ELECTRIC TRANSMISSION POLE O ELECTRIC MANHOLE COW GROUND ROD O COMMUNICATION MANHOLE OUTLET ® GAS MANHOLE BUILDING LINE CG STEAM MANHOLE +xxx SPOT ELEVATION ® TELEPHONE MANHOLE - xx-__ _ MINOR CONTOUR ® UNKNOWN MANHOLE -- xx- _ _ _ MAJOR CONTOUR ® DRYWELL WOODS LINE ro YARD DRAIN - - - - PLANTING BED Q SEWER WETWELL - - - - CULVERT 0 WATER WELL ST STORM LINE ® UNKNOWN WELL. ss SANITARY LINE FIRE HYDRANT - - a - COMBINED SEWER FIRE HOSE CONNECTION issq OVERHEAD SANITARY LINE SPIGOT SANITARY FORCEMAIN LINE 9 GATE VALVE OVERHEAD SAN. FORCEMAIN qr POST INDICATOR VALVE OVERHEAD POWER LINE 19 WATER METER E ELECTRIC LINE El ELECTRIC METER ELECTRIC AND COMM. LINE ® TELEPHONE BOX w WATER LINE 0 UTILITY POLE • IRRIGATION WATER LINE { DECIDUOUS TREE tom- COMMUNICATION LINE 7'- CONIFEROUS TREE xa+ OVERHEAD COMM. LINE DECIDUOUS SHRUB r TELEPHONE LINE CONIFEROUS SHRUB OVERHEAD TEL LINE TREE STUMP FIBER OPTIC LINE Q TREE WITH WIRE OVERHEAD FIBER OPTIC LINE -� SINGLE POST SIGN a GAS LINE -6-II- DOUBLE POST SIGN OVERHEAD GAS LINE a DELINEATORS FUEL LINE D PARKING METER -►u- OVERHEAD FUEL LINE o WOOD POST mi OVERHEAD WIRES 0 BOLLARD c - CABLE TV c— GUY WIRE rArn OVERHEAD CABLE TV o GUIDE POST ra OVERHEAD ELECTRIC, TELEPHONE, CABLE 0 GUIDE ANCHOR innF TRAFFIC LINE G BORE HOLE OVERHEAD TRAFFIC LINE +Mw MONITORING WELL STEAM LINE GAS VALVE UTILITY PIPE UNKNOWN VALVE UNIDENTIFIED PIPE 0 UNKNOWN VENT - - - - UNIDENTIFIED CABLE oFU UNKNOWN FILL CAP + UNID. UNDERGROUND LINE TO+ TOP OF HOOD - DITCH ® ELECTRICAL JUNCTION BOX WETLAND LIMITS ® JUNCTION BOX SILT FENCE FF1 FIRE ALARM � O ° CHAIN LINK FENCE ❑ UNKNOWN UTILITY BOX WOOD FENCE g WETLAND FLAG T-x • WIRE FENCE B CLEANOUT STONE FENCE + DRAINAGE INVERT GUIDERAIL ', CURB STOP - RAILING ROOF DRAIN EDGE OF WATER BENCH - - - - - ACCESS EASEMENT ® AC UNIT - - - - RIGHT-OF-WAY EASEMENT ® GENERATOR STORM LINE ADA PAD ------- UTILITY LINE e FLAG POLE - - PROPERTY LINE a PAPER BOX - - ADJOINING PROPERTY LINE o MAILBOX -- SUBDIVISION LINE ® CATCH BASIN 350 TOPOGRAPHIC CONTOUR LINE ® CATCH BASIN, ROUND FENCE, BARBED WIRE CI CURB INLET FENCE, CHAIN LINK ® STORM SEWER MANHOLE FENCE, CONSTRUCTION JB JUNCTION BOXFENCE, ENVIRONMENTAL ® DRY WELL FENCE, WOOD ® YARD DRAIN SF FENCE, SILT ® OUTLET STRUCTURE GUIDERAIL n STORM SEWER LINE CAP . GUIDERAIL, MEDIAN A STORM SEWER LINE REDUCER C COMMUNICATIONS LINE STORM SEWER CLEANOUT _0 0 COMMUNICATIONS DUCT BANK ® FLARED END SECTION E ELECTRICAL LINE WQ WATER QUALITY UNIT =EE -- ----- ELECTRICAL DUCT BANK ]OFF--- ELECTRICAL LINE, OVERHEAD 11-1/4' STORM SEWER BEND FQ FIBER OPTIC LINE T 22-1 /2' STORM SEWER BEND FO FIBER OPTIC DUCT BANK 4 45' STORM SEWER BEND F FUEL LINE 4-F 90' STORM SEWER BEND G NATURAL GAS LINE }4-F STORM SEWER TEE T TELEPHONE LINE o STRAIGHT HEADWALL SS SANITARY SEWER LINE WINGED HEADWALL FM SANITARY SEWER FORCEMAIN ® SANITARY SEWER MANHOLE _SS-Sr'r--- SANITARY SEWER TUNNEL STM STEAM LINESSWW SANITARY SEWER WETWELL STEAM LINE, OVERHEAD SANITARY SEWER VAULT SES STEAM SEND LINE ® ]SESE STEAM SEND LINE, OVERHEAD SANITARY SEWER LINE REDUCER SCR STEAM RETURN LINE Ce SANITARY SEWER CLEANOUT STEAM RETURN LINE, OVERHEAD n SANITARY SEWER LINE CAP 3Tiri ----71k- STEAM TUNNEL ® SANITARY SEWER GRINDER PUMP ST STORM SEWER LINE 11-1/4' SANITARY SEWER BEND _ST___SF STORM SEWER TUNNEL 22-1/2' SANITARY SEWER BEND --- UD ----- LID--- STORM SEWER UNDERDRAIN LINE 45' SANITARY SEWER BEND STORM SEWER LATERAL F 90' SANITARY SEWER BEND W WATER LINE SANITARY SEWER WYE CW WATER LINE, CHILL WATER FIRE HYDRANT ICK WATER LINE, CHILL WATER OVERHEAD YARD HYDRANT cwR WATER LINE, CHILL WATER RETURN GATE VALVE WATER LINE, CHILL RETURN OVERHEAD WATER GA WATER Fp WATER LINE, FIRE PROTECTION � n WATER LINE CAP HHW WATER LINE, HOT WATER WATER LINE, HOT WATER OVERHEAD WATER LINE REDUCER HHR WATER LINE, HOT WATER RETURN If WATER CURB STOP WATER LINE, HOT WATER RETURN OVERHEAD ® WATER VAULT NiR- WATER LINE, IRRIGATION WO WATER WELL ---------------- -- WATER TUNNEL AR WATER AIR RELEASE VALVE LANDSCAPE, BORDER LANDSCAPESHRUB LINE It FIRE DEPARTMENT CONNECTION , LANDSCAPE, TREE LINE 11-1/4' WATER BEND 22-1 /2' WATER BEND RAILROAD TRACKS SHEET PILING 45' WATER BEND WALL, RETAINING 90' WATER BEND WALL, STONE WATER CROSS 'IV WATER WET TAP / / / / / / / / / UTILITY LINE TO BE ABANDONED IN PLACE li WATER PRESSURE COUPLING x x x x x x x x x x x x x x x LINEAR OBJECT TO BE REMOVED - - CONTRACT/CLEARING LIMITS LINE WATER THRUST BLOCK �- SWALE FLOW LINE © COMMUNICATIONS MANHOLE - - - - - - - - PAVEMENT SAWCUT MCOMMUNICATIONS VAULT BUILDING REMOVAL OE ELECTRIC MANHOLE x x x x X x X X CLEARING/GRUBBING AREA x x x x x x x x OE ELECTRIC VAULT ['X'X^X'X'X x x X1 ASPHALT AND IN -PAVEMENT SUBBASE REMOVAL INLET PROTECTION WOODEN PORCH REMOVAL OUT -OF -PAVEMENT INLET PROTECTION _-_- -_-__- ASPHALT MILLING TREE BARRICADE CONCRETE REMOVAL CULVERT STONE -LINED APRON PROTECTION GRAVEL REMOVAL � CHECK DAM ASPHALT PAVEMENT, 40 SINGLE HEAD LIGHT POLE STANDARD DUTY CH3 DOUBLE HEAD LIGHT POLE ASPHALT PAVEMENT, c LIGHT POST HEAVY DUTY ADA SYMBOL, ACTIVE CONCRETE PAVEMENT ADA SYMBOL ---'-- STAMPED ASPHALT SINGLE SIDED SIGN = BRICK PAVERS DOUBLE SIDED SIGN A-M_ DOUBLE POST SIGN 4.< SIGN BOARD ��. � �� ,� � ��CONCRETE PAVERS 300.00 SPOT ELEVATION GEO-WEB AREA SPOT ELEVATION - MATCH 310.2 fME EXISTING ELEVATION Jv SPOT ELEVATION - � GRAVEL SURFACE/ TF:310.2 STRUCTURE ELEVATIONS CONSTRUCTION ACCESS TC:327.70 SPOT ELEVATION - TOP OF CURB BC:327.20 AND EDGE OF PAVEMENT MULCH $PERC PERC TEST SITE � #1 SOIL BORING SITE GRASS/LAWN ♦ e #1 TEST PIT SITE WILDFLOWER SEED MIX X OBJECT REMOVAL EROSION CONTROL BLANKET UTILITY EASEMENT M RIVER ROCK LANDSCAPE BED GRANITE BOULDER LANDSCAPE, TREE, EVERGREEN LANDSCAPE, TREE, EVERGREEN LANDSCAPE, TREE DECIDUOUS LANDSCAPE, TREE, DECIDUOUS LANDSCAPE, TREE DECIDUOUS LANDSCAPE, SHRUB LANDSCAPE, SHRUB LANDSCAPE, SHRUB LANDSCAPE, SHRUB LANDSCAPE, SHRUB ORNAMENTAL GRASS PLANT SPECIES PLANT QUANTITY #�# DETAIL NUMBER C### SHEET NUMBER ✓ u KEY NOTE Q REVISION 100.0' WATER LEVEL MARKER 3 STORMWATER SUBCATCHMENT +1 COORDINATE GEOMETRY POINT 11.25' PIPE BEND AT 11.25 DEGREES 22.5' PIPE BEND AT 22.5 DEGREES 45' PIPE BEND AT 45 DEGREES 90' PIPE BEND AT 90 DEGREES AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY TRANSPORTATION OFFICIALS AC. ACRES ADA AMERICANS WITH DISABILITIES ACT AIA AMERICAN INSTITUTE OF ARCHITECTS AOBE AS ORDERED BY ENGINEER APPROX. APPROXIMATE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWG WIRE SIZE OR GUAGE BFP BACKFLOW PREVENTER BOW OR BW BOTTOM OF WALL BOC OR BC BOTTOM OF CURB CY OR C.Y. CUBIC YARD CB CATCH BASIN CFS OR C.F.S. CUBIC FEET PER SEC Cl CURB INLET GIP OR C.I.P. CAST IN PLACE CJ CONTROL JOINT CL CENTERLINE C TO C CENTER TO CENTER CO CLEANOUT CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT DASNY DORMITORY AUTHORITY OF THE STATE OF NEW YORK DIA. DIAMETER DIP DUCTILE IRON PIPE DW DRY WELL DWG DRAWING EJ EXPANSION JOINT E/S EACH SIDE EOC OR EC EDGE OF CONCRETE EOP OR EP EDGE OF PAVEMENT EOS EQUIVALENT OPENING SIZE EX. EXISTING FDC FIRE DEPARTMENT CONNECTION FES FLARED END SECTION FFE OR FFEV FINISH FLOOR ELEVATION FG FINISH GRADE FH OR HYD FIRE HYDRANT FT. FEET GPM OR G.P.M. GALLONS PER MINUTE GV GATE VALVE HDCP HANDICAP HDPE HIGH OR DENSITY POLYETHYLENE PIPE HMA HOT OR MIX ASPHALT HOR. OR HORIZ. HORIZONTAL HVAC HEATING, VENTING AND AIR CONDITIONING ID OR I.D. INSIDE DIAMETER INV OR I.E. INVERT ELEVATION JB JUNCTION BOX LB OR LBS POUND/POUNDS LF OR LF. LINEAR FEET LP LIGHT POLE MAX. MAXIMUM M.E. OR ME MATCH EXISTING MJ MECHANICAL JOINT MH MANHOLE MIN. MINIMUM NIC OR N.I.C. NOT IN CONTRACT NTS OR N.T.S. NOT TO SCALE NYPA NEW YORK POWER AUTHORITY NYSDEC NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NYSDOH NEW YORK STATE DEPARMENT OF HEALTH NYSDOT NEW YORK STATE DEPARTMENT OF TRANSPORTATION OC OR O.C. ON CENTER OD OR O.D. OUTSIDE DIAMETER OF OVERFLOW STRUCTURE OGS NEW YORK STATE OFFICE OF GENERAL SERVICES OL OFFSET LEFT OR OFFSET RIGHT OSHA OCCUPATIONAL SAFETY AND HEALTH ASSOCIATION PERF. PERFORATED PC OR P.C. POINT OF CURVATURE PCC OR P.C.C. PORTLAND CEMENT CONCRETE PE POLYETHYLENE PI OR P.I. POINT OF INTERSECTION PL PROPERTY LINE POJ OR P.O.J. PUSH ON JOINT POV POST INDICATOR VALVE PPM PARTS PER MILLION PSF OR P.S.F. POUNDS PER SQUARE FOOT PSI OR P.S.I. POUNDS PER SQUARE INCH PT OR P.T. POINT OF TANGENCY PVC OR P.V.C. POINT OF VERTICAL CURVATURE PVC POLYVINYL CHLORIDE PIPE PVI OR P.V.I. POINT OF VERTICAL INTERSECTION PVMT. PAVEMENT PVT OR P.V.T. POINT OF VERTICAL TANGENCY R OR RAD. RADIUS ROW OR R/W OR R.O.W. RIGHT OF WAY RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN SF OR S.F. SQUARE FEET SPL STORM PUMP LATERAL SW SIDEWALK SY OR S.Y. SQUARE YARD SDMH STORM SEWER MANHOLE SICPP SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE SPECS SPECIFICATIONS SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE STA. STATION STD. STANDARD SWPPP STORM WATER POLLUTION PREVENTION PLAN TBM OR T.B.M. TEMPORARY BENCH MARK TOC OR TC TOP OF CURB TOF OR T.O.F. TOP OF FOOTING TOW OR T.O.W. TOP OF WALL TF TOP OF FRAME ELEVATION TYP. TYPICAL UD OR U.D. UNDERDRAIN VC OR V.C. VERTICAL CURVE VERT. VERTICAL VIF VERIFY IN FIELD WM WATER METER WQU WATER QUALITY UNIT WQV WATER QUALITY VOLUME WSE WATER SURFACE ELEVATION WSO WATER CURB STOP WV WATER VALVE YD YARD DRAIN GREEN SPRINGS CAPITAL GROUP LLC SUBMITTAL / REVISIONS 11F NEwr � �Q` 1.D Pq o, � � f � I THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE PROFESSIONAL, Engineering a n d No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL w p` ` C7 UNDER THE DIRECTION OF A COMPARABLE (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A Land Surveying, P.C. LEGENDS AND ABBREVIATIONS DESIGNED BY: AB DRAWN BY: AB .-- ' «raa 07475N tiw ��FESSI0�P VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. 1533 Crescent Road - Clifton Park, NY 12065 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 C=002 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01-C-002.dwg (Layout: C-002 ) (late• Fri Anr 99 909A - 17.7A PM [Name• nhnr7al ,l 1E CL T,Ct --_ -- -- _ -i ----_ _- N - ----- ---- - --- ! fi� Fz IE r [ r � - N V � Ass -�---- - - - - - - - s _ - -L - \ _ o t x� 0' EXISTING CONDITIONS LEGEND: 'SPEED LIMIT _ _ - - _ _ _ - - - EAR+ $*+► _ _�`��N� .rt TRUE NORTH AT THE 74°3 1-- - - - -- - - - - -- -- -- _ -_30 MPH_ - - - - - °r RaA°wo►nc' _ - - - ImV(A_)= 7 - - - \ \ \ � S - - CONTRACT LIMIT LINE N a _ - - - - - - - - (a) i7i. ts, r2' HDPE •1`� l + 14 \ l� °, r LA �) 2ss.s J _ - - - - - - - - - - - _ - _wVt�)=�7r- -��' �E --' p \ \ \ G rn Oo MINOR CONTOUR ci NM4 �. z N 270 MAJOR CONTOUR CONC. TUNNEL 268.7 BOX BEAM GUIDE RAIL 270.5 270.g G (� 2�7.3 PAVEMENT EDGE -277.9 / 273-3 ) 6 d 6L a74 SPRING RUN TRAIL'-G G G- > 8 PAVEMENT EDGE 277.4 NYT1 MERIDIAN OF WEST LONGITUDE WOODS LINE OVERPASS SOLID WHITE LINE /` " -r SOLID WRITE LINE `� w +✓�-=-w w w w w� w w w T << SOLID WHITE LINE , 00� m �, �8 0 - - - - - PLANTING BED O 7 269.0 �i7o.o 270.8 / fFTrt 271.4 271.8 272.5 IE T w w w w------w. i ^ w w ,r0 2 v °� DROP CURB [[ 273.5 2 5.1 w; \ SAN MH 'S,_ �'908 C N pAD + + + \ \ \ ' + '31 27z7 I iJ RIM=281 D2 s o BERRY R Sr STORM LINE TCH BASIN 10 \ \ IE T,�[ EXCELSIOR SPRING AVE. �' CATCH BA 8 + ( { INV.(A 27263, 18 VC rn LOUGH SOUTH SS SANITARY LINE RIM=273.6 1 N N INV.(B)=27283 18" PVC S fN . s4.40 12' HDPE - �- - - - - " m INV_(C)=272_97, 12' PVC £ ELECTRIC LINE SOLID WHITE LINE LID WHITE LINE 'E�'�W -") 2. 79y..8" 1IRA& _ N N 01 BC 268-75 BC 269.67 BC 270-32 BC 271.00 BC 271-56 B �G 4 BC - _ 3.30 8C G G INV.(B)=272: 8' HOPE SAD! N INV.(D)=275-46, 2' C1P, FOR Af� N K WATER LINE 53 TC 269.2000NC. CURB J 270.16 TC 7 G G ' 971 9 r� G I I T Q CtNJC PJ+Ri�> o G 4 LINE m �f Tr Hc -` o COMMUNICATION LINE - N G coN� cuttB 27 8 5e ec ♦ G ss �� 8 . CA TCH BASIN 4 27L5 272.2 273J4 8 - 2L .5 9 CONC. 5YALK g PI FOUND 270-8 CONC_ WALK 9 >q TC ` L 7g RIM=280.34 GAS LINE 274-0, (c N �a, �i INV.=278.47, 8' PVC +: OVERHEAD WIRES - m m CONC. WALK �, "stop' rn o OVERHEAD ELECTRIC, TELEPHONE, CABLE - � ` � v o N CONC. TUNNEL__ --r, c� K� C) o W SPRING RUN TRAIL' y % BOX BEAM -o 1 U / A-2 �� " o + UNID. UNDERGROUND LINE UNDERPASS " l-GUIDERAIL N00° -� - - 41 42 35 �. - - E 1 70 \ A f nt - - - N WETLAND LIMITS U f + ,y 00 CHAIN LINK FENCE `AINING f o N `" , o WOOD FENCE WALL ({ ` - � GUIDERA - _--Y, ( - ' Z RAILING IL tf i14 A-3 ' i + ! 4 N \ HISTORIC LOT LINES cu lt tt 1 {I + / A-4 / u I , ' n� n� \ _ = PROPERTY LINE 12" HOPE / �l O o i �lI V � ADJOINING PROPERTY LINE MIXED o / W c� s LZZ/BUILDING LINE N /i 15 �, // l I / II / I / (� / / woods + / N OR DEED REFERENCE ID \ GRASS / / ,� \ f + CEO 24" MR MAP REFERENCE J A- / / / I/ I f V, GRASS / � o +2�0.o ON o BENCHMARK�0 24" o CAPPED IRON ROD [ �/ UNID UNIDi / I o \ a IRON PIPE t ii3311�� ® SANITARY MANHOLE <+ / 1 1 11II € UNl� CATCH BASIN DOCxHM E IN l l - / ® CATCH BASIN - ROUND \ { 1 ` / i 1 j CURB INLET ELI 3-1 'NO / , PARKING © COMMUNICATION MANH ELEV.=275,65.64 / / / �� t -- - N ' 87, OLE EL 36" 9E R 50 ft � N FIRE HYDRANT GRAVEL GRass FIRE HOSE CONNECTION + / { DRIVE d8NM 36 ,WOOD STEPS % { l o N N UN GATE VALVE WI. LANDING O ELECTRIC METER GRASS \ / rn / ' j ) c,° j ro 9 + © TELEPHONE BOX 6 \ N / { 1 UbRD----� ` G DECIDUOUS TREE CONC_ --UNID 54i+ WALK uN�-UNIDO% 9 c •1j CONIFEROUS TREE 1 1 D , r, g a' 7: '�� -- - { I 28" G �, o TREE STUMP + o F PONo f y1 \ � w{ otlW� 6 6 / T SINGLE POST SIGN 1 1 1 ( al c. 6 6 FOUNDATION J + c� ¢X O o WOOD POST 1 1 11 1 1 1 1 i 1 -- IDS /� REMAINS V, At o BOLLARD eOL n o 2 GUY WIRE GRASS 0 UTILITY POLE _ PORCH m N I 11 j z 12 o m \ o UTILITY POLE WITH LIGHT wooD sTAS�rs CONC. 1 1 \ & LANDING W \ o COLUMN '! GRASS/ C- m N �, - -0o GAS VALVE BASE In ta A D C] ELECTRICAL JUNCTION BOX ` zt 2 WETLAND FLAG + 3 STORY t` O \ z ` Cn GRASS WOOD FRAMED CLEANOUT { / e N DRAINAGE INVERT \ \ \\ \ e\ \ \ 1 \ \ \ \ LANDS N/F BUILDING + \ \ \ ` \ \ + 1 LOUISIANA MANAGEMENT CO. LLC_ - m - - { { t z U u, �' CURB STOP z a' \ \ \ N \ \ D.1715 P. 361 IN N N ,• v GRASS e % \. o �^ \ \ \ \ + 'GRINDER PUMP v v \oa { N / f Cl ADA PAD \ \ \ \ \ \ t TAX ID 166. 0-1-14 ALARM" N i�' I i m I .o � v z N AREA=2.34 f ACRES - � rn { CARPORT _ stop ® N 48" O W � -- o MAILBOX \ \ \ \ \ \ \\ \ \ \� \ \ GRASS 55 I I j l j 42" BAR No + o ® GAS METER -\ (30 + o O N \\ \ \ \ \ \ \ \ �\ \� O8 } !I I { C BIRD BATH i �' �. �a GAS MARKER \ \ \\ \ \ \ \ \ o ! I { REMAINS \ N 00 ul J \\\ NM4 SEWER GLVE I I § { ( \� 07o YT13$ ' SEPTIC PLASTic Cr� ti N COVER/ACCE� I t k uNxoWN rn o '9 s� UTILITY MARKOUT9g3 CONC PATIO_ I \ a ED Cq�CH BASIN 2 STONE -A , \ \ \ 30" O j o RtAd=279.91 + rn A I MIXED,, / / \ I RON FENCE T V.(A)=276.05, 24' RCP \ \ \ \ \ � - + I LANDSCAPI(VG i \ N in v.(B)=27s.2s, 24' RCP N °Nl WOOD v 1 I GRAVEL \ \ Z rn MIXED a wc DECK N f \ DRIB woos = _ --- INN + WALL - .ss 9cz=3`uAIIo� _ - - - _ -- - NJ NJ CN /14 hma + _ 8 + tj 2 STORY m U XIVM -ONO, L \ N WOOD FRAM 11 N c c. - L N o BUILDING PA RAMP m y \ \ \ \\ \ \y \ \ 1 + \ GRASS/ / \ N N I ! o i 4.s' wROUGH� y Ln ° rn �n N ~ { i IRON FEN9 r, O DUTLE N STONE O) " i / r 0' IXED WALL c ' io \ \ { - _ 1 / i \ MWOODS DO NOT EN ° z cowc. / / / / Il i METALLIC 1 \ XIVM -,NO, YARD DRAIN �p1N UN , 00 ° 1 D / I 4 G low a N 41 -5 9 RIM=, i + \ \ \ 1 , rn GONG. STEPS ��G` , / / ' ii` ASPHALT �/ } J INV.(E / ✓ i i DRIVE ,// \ \ \ \ \ � \ \ ` ` C SAN MH 3 1M:\ \ \ \ \ \ \� \ 1 \ \ 1 1 \ ( / { yy �� / oth! G 1 £ 'fi RIM=279.98 e , \ MIXED 62'� �i1 ,/ INV_(A)=274.08, 12" PVt WOODS ' Q��� I IO rr 6 \ GARAGE 6 INV.( )=275.53, 6" PVC +c� j � A� "ya � G \ ll^ \ 1 N 0 % ---- lo SIT. 6 G G /�1 c \ \ \\F �\ \\\� \ t LANDS N/F \ 1-1�� \\ \ \ \ i i` CITY OF SARATOGA SPRINGS �\ ` \ \� \ \ \ \\ \ \ �\ 1 \ \ +'Y \ D.1742 P. 9 r \ \ \ \ \ 2 \ TAX ID 166.0-1-18 , / \.\\ \\ \ \\ \\ \ \ \ \\ 1 l ' /- NM41.5-A D ` ASPHALT f \ \ \ \ PARKING I \ \ \ ,` \VA\\\ \ LOT 1 RAILING N \ \ \ \\ \\ \\\\ \\ \\ \ \ /' 1 STORY { \\ \ WOOD FRAMED BUILDING WOOD SPRING RUN oa�nnr of SUBMITTAL / REVISIONS oFwr CQ' ♦.p' P4 ti f Q' - c� va ", r Z =`= '` D74751 yw<1 �007 -7 DAP THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS AP.C. VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS A MISDEMEANOR_ Engineering a n d Land Surveying., P . C 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC EXISTING CONDITIONS PLAN 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL CGI- Al.,--- CARA 14G04111A 14 GO'1 n4 401) G....1.:..- SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 c=100 r)ata- Fri Anr 7R 7f19A - 19-7A PM /Name- ahnr7pl 0 U 0 cc Qco 0 o m m a) U E x Co w z r O d c7 00 N U') N CO) N 00 N LO o � N N LL CL iu Q ccLL Z m is LL 0 ' P rk ■ re Cot e,_� ■ i.) 1 ■ sf • ppp■■ ! • ■ 67028 18a1� • 3Q 9 B m� • Put i .wqv Sta 1�� • SITE • Cle e h L;!at6�, ��� is S Ar A LiuEast Side�II ecr ion Av rk, } rNE .� a St D lem Sc - -- sP 7 LOCATION MAP NOT TO SCALE NM4 074 N27°+ r 1 CRASS I CONC. WALK r` t GRASS r'. _ IB» tl' 24"zos 3E' C-RpS5 ASPHALT �— STOP ON, IS NM41.5 - NYTi35-5 NO OUTLET— , + +� w 0 0 Uj O v? LLJ / F CD � i C3 z "DO NOT `ENTER' 1 = S h I I m PAR ;N3„ ' VIAL BBARF- w 4D -- —� -- "RESIDENCE INN� fiPcDESlAN $lOR L) - MARR07T� cc ` vDJs1G•uC� � � a ONC �t � �C7N � Sc,:S S30?" T, �}� ) i � !� � METALLIC PING LOCATION j g 1p \ 4.5' WROUGHT WOWC D j7U� '�` - � IRON FENCE — ccr+C. sum � � *,� at � � I CURB f7.� '� r �� �� s tE D / y t I 1 7C, `' , n�s,'. f +iXED t tom` i //t WOODS f ' �E 7 - r`jYN` N?0 L t t° ' STORY OW (M, WOOD FRAMED - DfZOAD BUILDING i i s 4.5' WROUGHT -' j� Cr1 ASPHALT #190 EXCELSIC= s /4 4/ N7ph ;� IRON FENCE DRIVE ArEtuE 66 39 YZ134 "EXCELSIOR SPRING AVE LU w (3 Q I_ Ic� GENERAL NOTES: ) 'TRUCK WEh- 1_ INFORMATION SHOWN HEREON IS FROM A FIELD SURVEY CONDUCTED BY M.J. ENGINEERING AND LAND LIMIT 5 TOP:- SURVEYING, P.C_ IN SEPTEMBER, 2022 AND UPDATED ON MARCH 18, 2024. N4M3-7/2 BELL A C 2 2. THE HORIZONTAL DATUM IS REFERENCED TO NORTH AMERICAN DATUM OF 1983, NEW YORK STATE PLANE EAST ZONE (3101), NAD83/2011, EPOCH 2O10.00. 3. NORTH IS ORIENTED TO GRID NORTH FROM GPS OBSERVATION. I 4. SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE_ SURVEY IS SUBJECT TO ANY INFORMATION THAT AN UP TO DATE TITLE REPORT MAY DISCLOSE_ 5. SUBJECT TO ANY RIGHTS, EASEMENTS, COVENANTS, OR RESTRICTIONS OF RECORD. 6. "UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB —DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW." COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS SEAL AND SIGNED WITH INK SHALL NOT BE CONSIDERED TO BE VALID COPIES. MAP REFERENCES: 1. "BOUNDARY AND TOPOGRAPHIC SURVEY, PREPARED FOR GREEN SPRINGS CAPITAL GROUP, LLC" PREPARED BY M.J. ENGINEERING AND LAND SURVEYING, P.C. DATED NOVEMBER 23, 2022. DEED REFERENCES: 1. LOUISIANA MANAGEMENT COMPANY, LLC. TO LOUISIANA MANAGEMENT COMPANY, LLC., DATED MARCH 18, 2005 AND RECORDED IN THE SARATOGA COUNTY CLERKS OFFICE IN DEED BOOK 1715 AT PAGE 361 ON APRIL 8, 2005. I ( I I I I MC-2 CONa TUNNEL „SPRING RUN TRkL OVERPASS 30 O 15 30 60 A� PHALi LK { IN ter) �--�' 1 inch = 30 ft 32 T t r#Y M!XEL ( t 'STOP" D ROAD t lUNDATION i W ;n_;,. `- I `c+ REMAINS # �._ Z MIXED- l f __ z42- BkT?-I ---�- � z�� 28 A �} 21 j R a00 ! g/ I c°po PROPOSED LOT 2i N z ---_ t CO AREA = 22, 014E Sq. Ft. ( °k OR 0.505E ACRES OL MN § G 1 j RA vE- t 7 ! BASE DRIVE 4 {J N CARPORT W00% PORCH 7777 LANDS N/F GURTLER BROS VFW-420 INC. CDNC- WALK r 3 STORY -r f Y D.953 P.408 D FRAMED j i j 1 Butj� TAX !D 166.0— t —13 iz� M?XED ¢c,� W)GDs VE �1CION� 16g 02 „�► AVENUE 3g CGS. ; WOOD STEEPS RA TtCJ i T 1 ,- CONC, i I S77. 21 „E 16g.02 PATTJ W/CONC- LANDING ( STONE I' RAMP YARD DRAIN 1 3g e J N77. 2®WOOD sTA,RS l� .�i WOOD LANDING, i PORCH 24 jUjw r _ 2 STORY n A sOD BUILDINGDECK "GR?`NDER PUMP ALARM R q1E Jz SEPTIC PLASTIC-' s COVER/ACCESS GOrdC. t `; SEWER VALVE �( PATIO 1 i LANDS N/F CONC. slPs LOUISIANA MANAGEMENT CO. LLC._ % �� STONE D_ 1715 P_ 361 --�,• j WALL TAX ID 166.0-1-14 ( ' AREA= 120,123E Sq. Ft. STONE f OR 2.344E ACRES WALL t GRASS MIXED PROPOSED LOT 1 AREA = 80,109E Sq. Ft. 6 ` NG3 OR 1.839E ACRES LA p I ito g r t - !r Y�y d- f IRON PIPE FOUND r ' { 347.g6 1111 'r I S77• 21 ' LANDS N/F CITY OF SARATOGA SPRINGS D.1742 P. 9 s TAX ID 166.0-1-18 - SPRW46 AVENUE RON PIPE STONE LEGEND CAPPED IRON ROD O IRON PIPE A SANITARY MANHOLE CATCH BASIN CATCH BASIN - ROUND CURB INLET ri COMMUNICATION MANHOLE FIRE HYDRANT FIRE HOSE CONNECTION GATE VALVE ELECTRIC METER ❑E TELEPHONE BOX CD DECIDUOUS TREE CONIFEROUS TREE 44' TREE STUMPt SINGLE POST SIGN �- WOOD POST o BOLLARD 0 GUY WIRE UTILITY POLE �s UTILITY POLE WITH LIGHT GAS VALVE fla ELECTRICAL JUNCTION BOX WETLAND FLAG 6 CLEANOUT `$ DRAINAGE INVERT -I- CURB STOP ADA PAD MAILBOX O GAS METER GAS MARKER �c} DEED REFERENCE DR MAP REFERENCE MR surLOlNc LINE WOODS LINE rWYWY1 PLANTING BED - - - - - - - OVERHEAD WIRES rti F__ OVERHEAD ELECTRIC, TELEPHONE, CABLE X7X1 CHAIN LINK FENCE WOOD FENCE —o—� GUIDERAIL RAILING - HISTORIC LOT LINES PROPERTY LINE - - ADJOINING PROPERTY LINE - - SUBDIVISION LINE ZONING NOTE: UR-4, URBAN RESIDENTIAL-4 DISTRICT USE PERMITTED WITH SITE PLAN APPROVAL SETBACKS: — FRONT YARD — MINIMUM 10' — REAR YARD — MINIMUM 25' — INTERIOR SIDE — MINIMUM 5' — CORNER SIDE — MINIMUM 8' LOT SIZE: — MINIMUM LOT AREA — 3000 Sq. Ft. — WIDTH — 100' BUILDING REQUIREMENTS: — MINIMUM 1ST FLOOR AREA — 1800 Sq. Ft. — MAXIMUM BUILDING HEIGHT — 40' — MAXIMUM BUILDING COVERAGE — 40% — IMPERVIOUS SURFACE COVERAGE — 75% PARKING REQUIREMENTS: — PARKING SPACES —54 SPACES — PARKING CRITERIA —MINIMUM 1.5 SPACES PER UNIT AREA: Sq. Ft. ACRES LOT 1 80,109 1.839 LOT 2 22,014 0.505 TOTAL OVERALL ACREAGE 102,123 2.344 1 RETAINING SARATOGA COUNTY SURVEY CERTIFICATION: 11 i WALLCONC_ TUNNEL 'SPRING RUN TRA. ' 1 HEREBY CERTIFY THAT THIS PLAT ENTITLED "MINOR SUBDIVISION UNDERPASS PREPARED FOR GREEN SPRINGS CAPITAL GROUP, LLC" AND DATED MARCH 15, 2024, WAS PREPARED BY ME, AND WAS MADE FROM AN ACTUAL I[ r I SURVEY COMPLETED UNDER MY DIRECTION ON SEPTEMBER 14 AND 16, 2022, AND UPDATED ON MARCH 18, 2024. STONE RETAINING n. WALL 312212024 JOSEPH G. MALINOWSKI, PLS DATE: NYS LIC. NO. 050314 APPROVAL APPROVED UNDER AUTHORITY OF THE CHAIRMAN OF THE PLANNING BOARD OF THE CITY OF SARATOGA SPRINGS PER THE SUBDIVISION REGULATIONS, ARTICLE V. CHAIRPERSON---------------- DATE SIGNED: --- SUBMITTAL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ 1583.01 DATE: OCTOBER 2022 CM1 01 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01_C-101-Minor Subdivision.dwg (Layout: C-101 ) npta• Fri Anr 7R 9n9A - 19-9A PM (Name- ahnr-za) r ]E T I CONC. 1.}NNEL SPRING RUN TRAIL" OVERPASS 1:� �L�i� — — — — — — — — — — — — — — — CATCH BASIN 9 r c----- tttt "SPEED LIMIT 30 MPH' 'END OF ROADWORK' vaN(j 271.16, 12' HDPE -V, Box BEAM GUIDE RAI SOLID W-t1TE LIME CONC. CURB �'ONq ALK LINE INV.(8)=271.27, 12' HDPE CT r, r PAVEMENT EDGE G __. c8I AY L __ _ — — _ — [ �j y - PAVtMENT EDGE OLID WHITE LiNE SOLID +1TE LINE "! W 20 14 20 20 EXCELSIOR SPRING AVE CATCH BASIN 8 CATCH BASIN 1D M�9.s3 — — — — 9 19 14 RIM=273.66 �WHI �'W • 4` • 2.��i.79P.�" :;:;�— INV.=264.4D, 12" HDPE••� INV.(B)=272.06, 8" HOPE SOLID WHITE LINE rnnlr. rrlPl3 � f x'` GRASS TRUE NORTH AT THE 74°30' REMOVAL PLAN NOTES: 1. THE DEPTH AND TYPE OF MATERIALS NOTED FOR PAVEMENT AND Tcr 0 SIDEWALK REMOVAL ARE BASED UPON RECORD INFORMATION FURNISHED tv4 AND/OR PAVEMENT CORES COMPLETED. ACTUAL DEPTHS MAY VARY. 074 -i NYT1 MERIDIAN OF WEST LONGITUDE 2• THE REMOVAL OF THESE MATERIALS PLUS ADDITIONAL EXCAVATIONS TO CONC _ THE REQUIRED DEPTH ARE CONSIDERED UNCLASSIFIED EXCAVATION CURB c M ;� MATERIALS. ' p 3. THE CONTRACTOR, AT THEIR OWN RISK, MAY RECYCLE ON -SITE MATERIALS RIM=v A) 7272,63, 78" PVC LOUGH[3ER ROA MATERIFOR AL. THE BID PRICE SHALL BEON THE PROJECT IF IT EBASED UPON THE REMOVALTS THE SPECIFICATIONS L AND THAT INV.(B)=272.83, 18" PVC DISPOSAL OF THE UNCLASSIFIED EXCAVATION MATERIALS FOR PLACEMENT INV(C)=272.97, 12" PVC OF NEW PAVEMENT AND SIDEWALK SECTIONS, INCLUSIVE OF SUBBASE INV.(D)=275.46, 2" CIP, FORCEMAIN � MATERIALS. 6 j � �' REMOVAL KEY NOTES: CON# CURB � � t Ss \— CATCH BASIN 4 4 4 i RIM=260.34 c� INV.=27s.47, a" PVC 1❑ REMOVE BASELINE, REESTABLISH NEW BASELINE PRIOR TO REMOVAL OR // ///i ////i// ///i ////i///i/////////,k O/i////////i/4/i//� i/�/i//�///�/i/� f //i/�/i/iff�fi��//i//i �/i //ii //i �� f/fi //i /� / //i fi fi /i DISTURBANCE. �!� / / / f / / /i / // /i i // // i /// /// /// /// /// /// /y/ff /�/ it //� //�//�//y /� f/� ff STOP y t > .. ` U c 'i x x X - 5 13 g .,.jf////� cif/ �c C, g 2❑ REMOVE BUILDING, FOUNDATION, AND ACCESSORY STRUCTURES; STORE i jj CONC. TUNNEL — BOX BEAM „ <• x x x x x X x x u X x. C F, x x R f' A—// ---SPRING RUN A1L 1 BO,DERAIL f � �� / BUILDING FOR REUSE. UNDERPASS STONE f --— __ — — — — — — —--- _ _ ❑ DISPOSE OF BUILDING, FOUNDATION, AND ACCESSORY � RETAtNrNG% I �, — — — — — — — — -- — -- - — � - � WALL 1 `l x x x X x X x x X X x. X n X x X Y x x X + X x X x' X -.. X T' X x { STRUCTURES. 3 x x x x x x x x X 4 x xXx XXXxX xx' ;S xXx.Gx Xx Xx k Xx X X,xX Y ` \ j} x x x x x x: x x x / x X x x X x x x x' x h x x y x x` x'x x x x F x x X x x x x ,t x x x x x x x. x x z x. X x x .< .� k J; x X ° STONE 1 �'`� X x x x x x x x x X x X X X x �` x x> x x X x ® REMOVE AND DISPOSE OF ASPHALT AND SUBBASE. SAWCUT PAVEMENT IN alai tt r 3-�` f / x x x X x x x X x x x x x x x X X x X x x X 11 x X x. c x x x x x x X x x x x X x Y x x x x x x A! z - STRAIT LINES AT EDGE OF PAVEMENT TO REMAIN. ASSUME 6.5 OF X x x ro X X X/ x X x x x x X >. x X x x X X X X X X X x x X �` X x. X x x Y x x X X x x x x. x X x X' x X X X X X X 4 X ASPHALT AND 9.5 OF SUBBASE MATERIAL [I x x x X x x x X x x x x x X x x x x X X x x x x x x X x f x x x x x x X X x x x x X X x x X x x x x - x INV.=26268 > : / x x x x: x x x x X x X x x x x x x x x x X X x x x X x x x x x sx x x x x x :x x x x x x X x X X x x x Y '� x X x x X X x X Y x X X X x X X X x. X x X x Y r X x X X X x ;�. X x X - a: X. X `� X x x x X X JG fit. X n x .X x X I I I I t l T 12" HOPE t K x X x: X x x x k / x x x X x x X x x X x x X x ),: x x X X >: x x 7 y 1/ 1 1, 1 .' �, 5 REMOVE AND DISPOSE OF CONCRETE SIDEWALK AND SUBBASE TO v, s 3" X. 'r:.h : X. x X. :X x ,x }. X X X X X x, x X ;t X X X. X X X x ?( X x^ X X :� x x 'f :c X x x L-Y � '' b: X x X X X X X X X X X. X :X 1 1 1 1 l 1 ❑ „ „ -FNi!=253.68 X x` x x x x x x x x x x x x x ,x x x x x x x x x x x X x x x x x x X t x X ; x X x x x x x x x x X ;!, ,,/ ! k z NEAREST JOINT. ASSUME 6 OF REINFORCED CONCRETE AND 8 OF 12" HDPE �: y x x x A x x x x x x x x x x' x x x x x x x x x x x x x x x x x x x t x x x x qx x x x x x x x x 1 1, / l " SUBBASE MATERIAL I IS / k X F x x x x x x X x: X X X x x. X x X X X x X X X X X x x X X x X x 7- X X ?3 X 'n. x X x X X X 1 1 t l I l �' x x X x x V x x x X JC X x x x X, x h X. X X x X x x X x X X x :x X x x x x x' :+. N x ;ti X C x X x X :G' -`. , f l i t 1 = "STA i> � x x x is X x x x Y, X X X X X X x, x X x X x X X X X X x X x x X X X x* � f. X X 'Y .4 , x x D5 x x .X i l!! 1 t 2 L :E x x x` x x x x x x x x x x x x 14+6x x x x x X x' x t t x x x x x x x X x v t 1 !' , } A © REMOVE AND DISPOSE OF GRAVEL AREA. Y x x x X x x x ' X x x x A k" wr X x x x X X X x x x x x x X X X x: G x X x X X - t! 1 1 I t ` x x X:WQkJDS x l x x: x x x x x x f x 8 Y :d x X X Y { :? x �4 X. X X x x X X X X }: X X. X X X X X x x X X , x X f .t x x x x X X X I f I! 1 1 1 9 i X x X x X X n x X x x x x x X X x x X X X x x X x X x x x x xxx ` x x f " :x x x x X X 1 1+! t 1 1 ❑7 CLEAR AND GRUB AREA. X X x X X X =x x} X X X X X x i< x ;e x X X X X x; X x X X X X X 2 X - - f { X' X- X X. ?' ! t l t l l y M ., X, X x k; x x x X X Y x, X x ✓ X X X X X X Y:. x X ?{ X Y. }: ,h x x X X x. A' X X< X f GRAS_ ``"T .< x: '- !! i t+ 1 i. " -i 4 X } `` x X- x :{ x x x. _: x X x X x x X X X X x: x -< x X ., a x x. x x x: X Y` ® REMOVE TREE, INCLUDING STUMP. ' Y X x X x x X X- X. X 'ti t k. k" X x. X X X x X }.' x X "✓. x# X X >' �. 7 Y 1 1 # 1 1 1 ;t $ A f GRASS �� iiltlil x n x x ti x X: Y X Y x. X .r - t, ' X X Y X X x X x x X X < X x X X�- .� .ti .� I I! 1 1 1 1 8 1 x >; X x x / x x x x: Y x x x X x x X x :< • x x ..J I f 1 1 t! t GRASS x X ,. X s: x x X x x X ' + REMOVE AND DISPOSE OF CONCRETE CURBING TO EXTENTS SHOWN. x x x x x- 7 x x x x X X x 32 x x x' x x ' J� 24" 10 REMOVE AND DISPOSE OF CONCRETE STAIRS. r _: x x x x x x Y Iel1llliilli z x n S X x. x x x ,: x ;: : .T �� f 1 t 1! I I 1! t i 1!! 1 1 x 11 REMOVE AND DISPOSE OF CONCRETE RAMP. x K k X 11 y }; x x X txX x xx x. X x ! 1,! I I I t x r — 111 . tx { x " n REMOVE AND DISPOSE OF STONE WALL - \ >- X.�y Y x X.� 7;.r 2� •: , G 1 1 i 1 1 1 1 1} 1! 1 1 t! 1! 1 1!! 1 1 1 1 1 i f 1 1 1 } x , X K A x X Y 3 X "' + '� " x 13 REMOVE SIGN POST AND FOUNDATION STORE SIGN FOR REUSE. X x x x x 11!!!!a!1ltl!llttiit,le,1l,eltlefl/!! x n : > BENCHMARK 2: � j; x � X X x r x X `1 f t/ I i l I l l f! t i 1! I I I I I I F! I I F I I I I F i! F }} . DOCK SPIKE IN g � � � � x , � "NO 1, UTTLIT)Y POLE 3— t 1 t I F!/ 1! t 1/ t I 1 1 1 1 1 1 }S x. L_ I ttiiififffffflfflftitfl/felfrtll — PARK€NG'a 1® REMOVE PAVEMENT STRIPING. x x: x x x x cLEt =2 j x x r X x \'�_ YIIIIIofffitifit��ii��iiif�itiil Q y� 9 36' R, 4 w ��; ®REMOVE AND DISPOSE OF FENCING. 8 * 32 x X. X x IIIt11t1liltllllllfitiltitlll ��Icc : x 3 x x: 21 - '{ a > GRASS xx>;x�nxXxx 7 iiiiieiiiiiiie +iiieiiiii 1 32 x x x x x c 20 ',` ' , NNE' { ©REMOVE BIRD BATH. x x x x X x .R WOOD STEPS 10 ,,,,,,,,,,,,,,,,,,,,,,,,,,,, 8 ��- NY! 17 REMOVE FOUNDATION REMAINS. x x W/CGNC. LANDING 1I,/tfl1/1lftttill/It111t1 t 0 x GRASS 18 + I it 1 111 1 I: 1 1! I i/ i 1 t I t e r t 1 I 8 r572x 1 elllillll111111lleitilfll 20 32REMOVE AND DISPOSE OF UTILITY POLE. ��� � C. ! i i ! !- XX 9 19 REMOVE UTILITY POLE, STORE FOR REUSE. x x I ', ` 28 It x ` ,y: 20 / //// // f/ AL i 1 17 4 `, \ 2_0 REMOVE AND DISPOSE OF OVERHEAD UTILITY LINE. nx / // // / // // // ftlllei1111111t1111f1 / XX 1i 1 \ It111f1i11111iit1� I I I t f I l f f l l l l l, 1 � � 5 ®1 REMOVE AND DISPOSE OF ELECTRICAL LINE. tlltlli� � '/ / // �� i� I I I I I � i � � � 1 1 t FOUNDATION x 21 x x X / ff//i /ii/ ' i REMAINS ` 2® REMOVE AND DISPOSE OF ELECTRICAL STRUCTURE. XXX xX f�titiif,ilf1if111ttltl W i th / x x ,f tt,i illetllltttitf O u n ,7 x x x l/ 11!/ n 1 1 i i 1 1 1 r t 1 1 1 !� + ®REMOVE AND DISPOSE OF WATER LINE. X ai1lf 3f1ee111lel11 p1 X X x p x - . Nx li ! 1 ! 1 ! ! 1 / 1 1 / t / 1 1 ! 3c GRAss ry X \ 2_4 ABANDON WATER LINE IN PLACE. / x x +t/efX flllllltl,!!! 8 56 o m O 1 < x x +l++1X �j f ® REMOVE AND DISPOSE OF WATER STRUCTURE. x u. WOOD STAIR$ i I 1 I t L I! F i l l l l/ \� xGG & LANDING ! I f r 1 X GRASS 32 t c Us x x X ; ' �` O } 8' ®REMOVE AND DISPOSE OF SANITARY SEWER LINE. k'_ I I! i 1 .X 1 I E t t! 11 1 i 1, {' t x x x x X x X Y E t 1 1 1 IX 1 1 1 t x x: x x x r 11 I I I tX 111 1, 11 # I t 1 $ in ?� X X X x X X l,,,, ,1,+,,,i11, / � < 0 REMOVE AND DISPOSE OF SANITARY SEWER STRUCTURE. 5, x x x x x �1/ii IMF Ifitlftllle R� GRASS x �} � }C # =, I t 1, 1 1 1 1! i i! I t l 1 1 1# 1 1 1 1, f,j 8 ® REMOVE AND DISPOSE OF GAS LINE. X x x x xc It ii lIIllsllllll x X X X X ,, § 1 X X x x x x. +++++ +++l1ll++l, 32 9 -(} 2 ABANDON GAS LINE IN PLACE. LANDS NfF i� 4 >K ^^^---rrr^^^ \ x x x x X x x 26 111 `� �� _ 111 t ,! t„I rf 1, cn 1� x x x x x x x LOUISIANA MANAGEMENT CO. LLC. / 1 e 1 1/ f!! 4 D.1715 P, 361 " eK r' ' ' ' ' ' ' ' ' ' f \ REMOVE AND DISPOSE OF GAS STRUCTURE. x„ x r x x x x x x x x x x GRINDER PUMP 27 %� 27 �>�� x x x x x x x x x TAX ID 166. 0-1-14 ALARM" x x X >: f 1 1 1 f f r t I f X X x x x X x x x X x } X , , 42„ , 31 REMOVE AND DISPOSE OF YARD DRAIN. x X x/ _: X X x AREA=2.34 f ACRES 21 x x + x a x x x x X x x X / x X x I/lllilfr1111fl1 1 x x x x x x x x 'r f' GRASS X 27 X y, f � i11li1t!/l1i111! { t t t t t t , f , i , + , , , 1 + 1$ "Bus — 3® REMOVE AND DISPOSE OF UNIDENTIFIED UNDERGROUND UTILITY LINE. X X x X X X X x // n x $ c x x x k x x X x >: x X :K BIRD BA TH 1 n 1 x x x x x x x x x X // // x x x ., I I f i f l l f 1 t/ e i� 1 8 REMAINS T{ �' T#36 LA x .: x X x x f x x x / / Y x 1 ,F 111 27 /i // // //// X 1 1 1 1! 1 1 1 1 1 f 1 f 1 1 � � // /i ' s.' o _` REMOVALS LEGEND: x x x x x x r, x X x // // / x 11lItlltlltll/t i/ / // // f x x x / X x x x x X SEWER VALVE % /j// %///,j/ x x i 1 F I i# i# 1, 1 t 1 1 ` �i . �1sf /// /// 4 X X X X x x x X x x x x 8 /. //� ,� 5 -- CONTRACT LIMIT LINE .„ x. x x x x x x x x SEPTIC PLAS77C / /// x x x x x x. x x x CgVERfACCESS 27 X / r X t f„ 1 1,,, e, r, i 1 7 f x/ X X X / - / / > x; X UNKgW1V � <: x, / x x x a: x x x •- �� - X t f � JTILITY MARKGtir \ �c x t' ST ____. , .� x X f x / PAVEMENT SAWCUT SEE DETAIL 6/C-500 x x X X x x x x X x x x x x x: X X x X x x x x X x x X X x 1 t 1 I I+ 1 1 1 I f I 1 i 1 >[ X�C f / 1 1 1 1 1 111 1/ 1 1 1 1 1X // r u CATCH BASIN 2 "�� KEY NOTE / x x x t x x x 3 X x x: / //. ,. cn x x x X x X x x n x x 1! 1/ 1!, i 1 1!, l e! ! �0 15 � +�X f- X X X X X X X X X X LINEAR OBJECT REMOVAL � ,� XX 4 _ � RIM-27s.s1 X x xMI E(}X x X x x x x x x 3 20 / 1 1 1 r,! ( 1 1 1 ! 1! 1,! 1 IRON cNCE INV:(A)=276.05, 24" RCP �� / x I) x x w"sx x x x/ x. x x x / x ttl!1,1!ItIfr,(rl l + // \ INV.B=276.2s, 24"RCP x x x X X x X X X x X x/ / X �{ ()-n // l// 1 1/ LINEAR OBJECT TO BE ABANDONED x x. X x K x x x x x x 'e / # i t e l t l l e l l l l a l l l l l I I x X X x x X x x x x x x ;< /// 1tf,Irfe,e,lrlertitt, 32 1I11 �1 S x OBJECT REMOVAL L n;<Xr.xxxXxx?`xnxxXXrXxXxxrX: 3 1 1 i I 1 f r f +! I i e i i I l l i 1 f e 1 r 1/ 1 f 11 / t e x� +! / iilflllr11111IIe11I11 r11,11I1t/ x 1 !t!!1 { ;r, x x X X X X X x x X X ' X i ip 1! 1 1 f 1 1 I! 1 1 t 1 1 1! I I I I I/ 1 1 1 I I I I I t/ l '.. 4 X , I f l l l l 1�� X x x x x x x x. x x x ,ic 5 �i j m VE Y BUILDING/ACCESSORY BUILDING REMOVAL x 1„ I t 1 I 1, 1/ f 1 1 1 1! 1,! 1/ f t/ 1 1 1 1 1 I, 1 1 1 x I t, l i( till // . P x x x x x x x X x x x - //�, - v 12 IIEl1I1lrtil,IlllIlillelileit111f/e,lr, +il11III 111It // t1" x x x x x x X x x X 1 1 1 l 1 1 1, l,,, t e t t f t f l t 1 1 1 1 t I t t f l i f t f i t r t i i. X i d l e 1 , t ✓ // X x x x x X x i' 11 1 ! , ! x ASPHALT AND SUBBASE REMOVAL x X x X x x x x X X STONE 1111iIIfI1111 1 t I1ltltftftttl �11ftlt,tttf! i 1 I 11!! // es fM1 x x x x x x x x x> WALL i 1t11t111ftIi1tlllllitiiiilliilllti1t11ti1tf111f1�t! if1111ttf1i It(t,tall / x x x x x x x x x I/11l11lt1111111,(Ilf(1111fr „ rttltttrrffr,rllirl,Irlf,l � Illiiitliti itit1iI111 t• - f / / / t x :: X X x x X X X - /i 22 i r / i t // // /i // CONCRETE REMOVAL a X x x x x x X X x /�//j.- //x¢�iiMEe�rii��E�f�i►rii:�E����e���ir�iei������ee������r�F�e��ee��i� I�IiferIi�lff! ,.S 'I�. // x xxxxxrXxXX.xxx /// IIIIiilFlliifelfi!lflffll!laeil/lltllllllltellillelll!!!1l,Iilelil IfeitlllllI III/ t C I11111ff1ttt x x x: x x x x x /// , ///,lllt,l(i,e1f,1/f111I1f1111fIr1l1,11!lltllllllllllle!!11lillllilll 1,llril:,ll X x x `li //f I11111t1111I GRAVEL REMOVAL // / /j, 1 t 1 1 1!! I t l! t/ t 1 f!! E t/ 1/ i l! F!! I i 1, 1! f i t 1 1( t l! i I 1 1 1 1 I f 1 1 I!!! I f l!! I I t 1 I 1 I 1 - x Gxx xxxxxxxxx 12 �ff/f/, k 1- f///f // / /� // /f i l l I I I, I I I I I I f l f l i l l (I I I I„ I l t t t f F t l F f f l l i l :1 l l t i t F l F l i l l l l l f l f t l * '. x x X x x x '///f//�` //�/� ff // eiiiiiiiiiieiiiiieiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiir+++111 r jam' x X x x`x''X l�.-E '\ 0` CLEAR AND GRUB AREA $ // // ' /, 1 1! t f I/ 1! i! 1 1! I I t 1 1 1 1 1 I t i I f l l f l l f! 1 1 1 1 1 1! I I + ; r' X X x "� x O ! x x / // CgNC, y x: x x, x / x x x x Z t� // / iitFtlllflt1111111IIIi1it11it1111iI1I1ti!!i �- 44 LANDS N/F L.t I ur S'�ARA rT-OGA SPRING. D. \\\\\\ .174L r. TAX 1D 166.0-1-15 —lJ GRASS r// STONE WALL h x x x X x x x x. x j� x x x x x x_ x x x x x x r X X x x X X X X X X X X x 3. T� x X X x X x X X X X x 'x }! x x x x x x x x x n x x x x x X X x x x h 12 x x x x x x X x x x x x x x x x x x x x/ - x x, / X x x x x x: x x x x x x x X x x x x x x x x x x x x x x x x x x u, x x x x x 10 x X x F x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x _,� x } x x x x x 12 C C. STEPS { X- X. X X. x x X x X X X X X X : :X X :: x c x X 'Y X -x X X x x X X 'x, X x x X X x. x x ; X X X X X X X X X X X X X X X X X X X X X X x X X X x k 'x 5 '� - X X X X X X X X X X X X X X X X X- X X X ;C Y" :X X X x x x x x x x x x X x. x x x x x x x x x a x x ` - X X X x iC X X A: X x X.- X X x X x x x x X x x x x X x r.. Y-17� x X X X X X X X x X _ X Y, iC x X X X X X x X X :*; X x ' ' X x x X x :E x: x X 3E X X. X X X X X X :K < X x X X X X. _ X X X ;K X X X X X X X ti X x x x X X X n X X Y k xX X � X JC X X X X x X X X X x X X X X .ti X x X X X X X X X X X- x x x x x x x x x x x x x x x x x x x x x X x x x xFx x X. X Y. X X X x x x X X X X X X X X X x X X X X x '.d X X X X X X X X X X X A' X X x t X X ;C :Y X X ?. X X X X X X X X X x x x x at X X X x X X ri X 'Y. X X '< Y. - 9 X x X X x X XX X XX X:X XX XX Xk' X X Xx xX XX X "X X X- Y X x XX X X XX X X X xX X` X x X x x x X X x AW=Sx x x x X X x x x Y x 'x. X X x x x X X x x X x x' x X x x X X .x X X ))).........��� X A: X X X X x X x X X x X X x X x X X X x - X X X X X X X ,x, x -_ X X X x ?� k x X X x X X ti X X X x x ,( Y X . X.,-. 'X X X X J' x X x x X X X x X x x x X X x E X x X x x X X x X X x X x X Y x X x X x X x 11 1 f Y1^ Y X X X X x X ,t X i-•f >/ x x / Y X IRON PIPE FOUND 7 /I /I SPRING RUN RAMP x x x x x x y x x x x �' y 'I C? Ii!! 11!!!! 1! 1! 1, I!!!! 1! 1!!! 11! I I1!!!!!! 1 '�- � 4.5 {1rZgUvHT // A I;,-i! / R +fFENCE I I I 1 I 1 I 1 a l l!! f I 1 1 I I I 1 1 i oil.I f E i a x # x x X x X X Y X X X X x x x x x x xPx x x x x x x x x �y 15 " ONE ,+,- rx x x , x x x X x v x x k i / t 1 I I I I l a/ie1e11!!! lIIi/1f1 x x x k: x x :x x x x x xxX ✓ DgNgTEN " It .0 IIIeI /III! f! 1! X `t '% x X X. ? x x x X ' 1 1 f t I I t f f x x x x x x x x x X> _ x x X x X x xX -: 'x x x x x x x !! x' x X X x x x x� x x' x x v. METALLIC PING /1 . x x x x X x X x x x Y x aS c LOCA 17ON CSC-'. x X I t 1 1! I! t X X X K X x X x X X �(, si'�>,' , K X X .X x x X X X X x X X / WARD DRAIN ! e ! 1 ! , ! 1 tN 41 x x x x x 1 1, 1 1 1!! / x x x x x x x x / 31 ,. x x x x x x x X I t 1 1 f! I, x x X x x x x x x X fix. �. ]Gt 0 Z Y X X X X X X X X 1 1 1, i f X X X X x, X X A x�� I - r1 "� X X X X :y x. v, X X k t i l! I t :z. x x. X X x x x x x x x x x X x „ X x> ASPHALT X A X x X x: °t `.t K k` X X x �• K. 4: X x R X ?i x }' X X Y. X =4 X �'. q OU",_ —5 SANx x x x x x x x x x/ X x x x / RIM MH 3 x .. _ x X }, t � RIM=279.98 x x x r. x k X X :x m x x INV 74 08 12" x x x x x/ x x x x x x X �;ice ` . PVi f x x x x x' x x x x x, x> - �''MV.(B)=274.16, 12" PVC f X x X X X "' , 4 x - IG G \ INV.(C)=275.53, 6" PVC; >: X X x X X x X X XX: X X ?: ��. G xxxxxx x xhx x ^t7j 6 _— G—`�— x x x f x x x x CA TCI L RIM IN (F INv(E IO# ASPHALT PARKING LOT 20 10, 0 20' SUBMITTAL / REVISIONS �oFNE �� S.0' p`q 1 (.. �' � v % ti l tE Et �Op74751 Pv� THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d Land Surveying, P.C.REMOVAL Awl 1533 Crescent Road - Cliffon Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC PLAN 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROD. MANAGER: WIL CHIEF DESIGNER: WIL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 CMI 10 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01_C-110.dwg (Layout: C-110 ) flat,_- Fri Anr 99 ?n9A - 17.7d PM (Names- nhnr7nl 46 CONC_ TUNNEL BOX BEAM GUIDE RA/L -SPRING RUN TRAIL" OVERPASS SOLID MITE LINE ' �n�ACONC.eST1�NNEL I STONE AINING WALL SOLID W-HTE LINE CONC. CURB CONC. WALK MATCH EXISTING LINE AND GRADE, TYP, FACILITY SIGN TO BE INSTALLED BY OTHERS, FINAL SIGN LOCATION TO BE DETERMINED BY THE OWNERS REPRESENTATIVE r-- -- -- — IRON P/ =^�JND pox BEAM STONE DERAIL IL — WALL FUTURE TRAIL EXTENSION, APPLICANT WILL CONSTRUCT UPON CITY REQUEST. LANDS N1'F CITY OF SARA TOGA SPRINGS D.1742 P. 9 TAX ID 166.0-1-18 RAILING SPRING RUN �. 'SPEED LIMIT 30 MPH' PAVEMENT EDGE ,Ot ID t 417E- LINE _ ......... — - - .-.--.. - _ 1 eunC1 A0C' PrM('W -rvo END OF ROADMK" — y A Y �"'' `N#vTft�g-ltlTtr2 BELL PAVEMEraT €Oc� ASPHALT PAVEMENT, TYP. SOUD SITE LINE SEE DETAIL 1/C-500 18" STOP BAR, TYP. /EXCELSIOR SPRING AV SEE DETAIL 14/C-500 IITE LINE rn �,DIVC. cuRB ♦ limil XA VV 11111111 " TOP"- 1 / ' 9 UNIT MULTI -FAMILY DWELLING, TYP. REFER TO ARCHITECTURAL PLANS ��NM415-A -r GRASS TRUE NORTH AT THE 74'30' MATERIAL PLAN NOTES: 1. PROVIDE TOPSOIL, SEED, AND MULCH IN AREAS WHERE EXISTING LAWN IS DISTURBED OR NEW LAWN CREATED. a � z 0 4 z RELOCATED SIGNS/SIGN FACES SHALL BE INSTALLED WITH NEW D NYTI MERIDIAN OF WEST LONGITUDE HARDWARE, SEE DETAIL 15/C-500. CONC. cuRB �€ ` MATERIAL PLAN NOTES: HBERRY ROAI) 1. NO VEHICULAR TRAFFIC OF ANY SORT SHALL BE PERMITTED ON THE LO UG SOUTH SURFACE OF SUBBASE COURSE MATERIAL ONCE IT HAS BEEN FINE GRADED, SO COMPACTED AND IS READY FOR PAVING. � ,f I ' s ( �7 � cr E n \ "STA TE fin^ 11 LAW' wo GRASS t r NO t PARKING"\ a0 i F i D F 36 Nri C , �l ..i I r 2 U 12, n'1 c) c,� w CRETE STARS u5 P 4D RAIL, TYP. t -0 YT136 e r lo `(D A r �L, ,.a I r "O/yL 00 NOT EN METALLIC PING LOCA17ON 2. CONTRACTOR'S SURVEYOR SHALL CONFIRM PROPER GRADE OF SUBBASE PLACEMENT PRIOR TO BINDER COURSE. SUBBASE MATERIAL PREPARED AND CONFIRMED FOR PAVING SHALL BE PAVED WITHIN THREE DAYS OF PREPARATION. 3. SUBBASE MATERIAL AND THE VARIOUS ASPHALT CONCRETE MATERIALS CALLED FOR IN THESE DRAWINGS SHALL CONFORM WITH THE MOST RECENT EDITION OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS. CONSTRUCTION SHALL BE AS SET FORTH IN THOSE SPECIFICATIONS OR AS OTHERWISE PROVIDED FOR IN THESE DRAWINGS. 4. FOR ASPHALT CONCRETE MIXTURES, PLACE ON PREPARED SURFACE, SPREAD AND STRIKE -OFF USING A SELF-PROPELLED PAVING MACHINE, WITH VIBRATING SCREED. PLACEMENT IN INACCESSIBLE AND SMALL AREAS MAY BE BY HAND. 5. PROVIDE JOINTS BETWEEN OLD AND NEW PAVEMENTS OR BETWEEN SUCCESSIVE DAY'S WORK. 6. APPLY TACK COAT PER MANUFACTURER'S RECOMMENDATION OR AS OTHERWISE PROVIDED FOR IN THESE DRAWINGS. 7. AFTER COMPLETION OF PAVING AND SURFACE OPERATIONS, CLEAN SURFACES OF EXCESS OR SPILLED ASPHALT, GRAVEL, AND STONE MATERIALS. MATERIAL PLAN LEGEND: CONTRACT LIMIT LINE — — — — — — — SAWCUT PAVEMENT, SEE DETAIL 6/C-500 SETBACK LINE VINYL FENCE, SEE DETAIL 18/C-500 TREE LINE FULL -DEPTH ASPHALT PAVEMENT, SEE DETAIL 1/C-500 GRASS e- CONCRETE PAVEMENT, SEE DETAIL 2/C-500 PAVER AREA, SEE DETAIL 5/C-500 GEO-WEB AREA TRAFFIC FLOW ARROW 1 _ L® SINGLE POST SIGN, SEE DETAIL 15/C-500 ADA SYMBOL, ACTIVE, SEE DETAIL 16/C-500 WHEEL STOP, SEE DETAIL 20/C-500 • COLLAPSIBLE BOLLARD, SEE DETAIL 13/C-500 • EV CHARGING STATION ve.le9 s SIGN SCHEDULE SIGN NO. DESGNATION & COLOR SIGN FACE SIZE/ PAYMENT COLOR MOUNTING AREA 1 R1-1, HIGH VISIBILITY STOP 30" x 30" WHITE/ SEE DETAIL SHEETING 6.25 SF RED 15/C-500 2 R7-1 [NO� : 12" x 18" WHITE/ SEE DETAIL =r 1.50 SF RED 15/C-500 3 R7-8 ® 12" x 18" 1.50 SF WHITE/ BLUE SEE DETAIL 15/C-500 4 R7-8p vaN 18" x 9" WHITE/ SEE DETAIL E 1.13 SF BLUE 15/0-500 EV CHARGING SIGN 12" x 18" SEE DETAIL 5 TO BE SUPPLED BY - 1.50 SF _ 15/C-500 OTHERS GREEN SPRINGS CAPITAL GROUP LLC SUBMITTAL / REVISIONS OF NELLy fie' t.p w P`1r THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE Engineering a n d No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL r x� I w U r Z U,� ex C7 UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (LE.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A Land Surveying, P.C. MATERIAL PLAN DESIGNED BY: AB DRAWN BY: AB "` `° w� VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR CHECKED BY: WL �0°7475Ati FESSI� REGULATIONS AND IS A CLASS "A" MISDEMEANOR. 1533 Crescent Road - Clifton Park, NY 12065 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 C=120 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01_C-120.dwg (Layout: C-120 ) (later- Fri Anr 9R 9n9A - 19-9A PM (Name• ahnr7nl -4 JET, C1 "SPEED LIMIT 'END OF R(3ADfNf1RK` — 30 MPH" PAVEMENT EDGE GONG. TUNNEL BOX BEAM GUIDE RAIL _.. SOLID WHITE LINE SPRING RGVERPASS I-688,908. TRAILSOLID WFIITE LIVE .�\ :1,551,653.5 -OLID w*7E LINE GONG. CURE GONC. WALK GONG. TUNNEL iG RUN TRAIL" I STONE AINING WALL ! IRON PI FOLIND t' STONE , — RETAINING WALL 1 1 Y ! 't 1 ! N i �t Z i G) ! C. r 1 Lq CITY OF S; RATOGA SPRINGS D.1742 P. 9 TAX ID 156.0-1-18 1 D 6-B :1,5 1,549. µ ! - 689,068.76 ' :1,551,563.4 tK 5 N • 689,065.69 t1+ N i R4' rkr tt, B 5 P. 36 i :1,551,565.� D 6. 0- ; -- E: 689,074.4E ` 2-1 .1, 51,551.7 �1,; ! 689,077.54 I E a it L = - 5, .gyp • 8 �_ � ! Fp,M1l� •2�5.50 E 1�E ,\ 4 :1,551,567 689,147.7 J - aD - D `tY a N 1 03 GK / 000 50 (:'.,V RAILING \ , V WOOD GRASS 074 PAVEMENT EDGE GONNYT-1 _ c � SOLID WHITE LINE m GLiRE SOLID WHIT'c LINE CONC. CURE Fyyy ,�y a �v `/- �NM41,5-A TRUE NORTH AT THE 74-30' LAYOUT NOTES: 1. PROVIDE ALL FIELD LAYOUT, TAKE TIES TO ALL UTILITY CONNECTIONS, AND PROVIDE MARKED -UP AS BUILT PLANS FOR ALL UTILITIES SHOWING TIES TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES AND INVERTS. AS -BUILT PLANS SHALL BE REVIEWED BY THE OWNER'S REPRESENTATIVE. PROVIDE MERIDIAN OF WEST LONGITUDE ANY CORRECTION OR ADDITIONS TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE BEFORE UTILITIES WILL BE ACCEPTED. GHBERRY ROAD LAYOUT LEGEND: LOU SOUTH CONTRACT LIMIT LINE S — — — — — — PAVEMENT SAWCUT, SEE DETAIL 6/C-500 :284 1POINT COORDINATE 1,181,035035.9 NS Njefe c O SUBMITTAL / REVISIONS of NEtt,Y ��4vD' Pq j x� �� W v w � 9 y_ C7 o1 w� �475 v �OFEssio��' THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d r . C . Land Surveying, P.C. ANIL- 1533 Crescent Road -Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC LAYOUT PLAN 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 C=130 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01_C-130.dwg (Layout: C-130 ) rlata• Fri Anr 7R 9n9A - 17.7r, PM lNnma• ahnr7nl T. '5PE D JMIT 30 MPH" CONC. TUNNEL 8C3X BEAM GUIDE RAIL PAVEMENT EDGE `SPRING RUN TRAIL' SOLID WHITE LINE OVERPASS SOLID WHITE LINE ^_ ---- SOLID W417E LIC CONC. CURB 01 CONC. WALK IRON PIA-9UND J -:. c, CONC. TUNNEL SPRING RUN TRAIL" r UNDERPASS STONE RETAINING r — WALL STONE _AINING - WALL �` rr r rr �4 rr e 0 A � C � Z D t V ! r r r LANDS N/F CITY OF SARATOGA SPRING^ D.1742 P. 9 TAX ID 166.0-1-18 ! r OD RAILING r SPRING, RUN r� L SUBMITTAL / REVISIONS No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL StiOF�'Y Pq r � � 074751 �DFFcciO�Q'/ END OF ROADWORK" - NM PAVEMENT EDGE SOLID WHITE LINE J_z - - J) 1�> GRASS TRUE NORTH AT THE 74.30' TURNING MOVEMENT LEGEND: \ o CONTRACT LIMIT LINE z NM4 — — — — — — PAVEMENT SAWCUT, SEE DETAIL 6/C-500 074 D r NYT1 MERIDIAN OF WEST LONGITUDE TURNING MOVEMENT VEHICLE: CONC. O CURB 'S SMEAL PLATFORM RM 10OFT RY ROAp LOUGHE_ SOUTH �z �n rn Q 0 "STATE LAW GRASS V 'siz t NO r PARKING" 0 1111111\ 111 ,� �, 36 `� st ! j 03 2 1 x. c�? rv" 0,\ n:. , O O W mom` CO- p ® `,O 13 153 n ' oN1-t MU w_ NG 0001*1 �. "ONE -- / DO NOT 00000 METALLIC PING I V -� .; "�' LOCA77ON c�+ / NM ' /i1j j NYT1 l ASPHALT DRIVE 7-B 0HW 1pHW.000000 10� JOHW NM41.5—A THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. ' Engineering and Land Surveying, P.C. 1533 Crescent Road - Clifton Park, NY 12065 C C "NO OUTLET" GREEN SPRINGS CAPITAL GROUP LLC TURNING MOVEMENT PLAN FIRE TRUCK 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 C=131 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01—C-130.dwg (Layout: C-131 ) npta• Fri Anr 9A 9n9A - 17-7.r, PM (Nam,-- nhnr7a) I ---'r-1E 'SPEED LIMIT - - - - - - - - - CATCH BASIN 9 - - RIM=274.07 30 MPH' END OF ROADWORK' INV.(A)=271.16, 12' HDPE _ _ _ --IN_V.(B)=271.27, 12' HOPE _ mow/ CONC. TUNNEL SPRING RUN TRAIL' OVERPASS ICONC. TUNNEL SPRING RUN TRAIL' STONE -, AINING WALL BOX BEAM GUIDE RAIL SOLID WHITE LINE CONC. CURB GRASS TRUE NORTH AT THE 74°30' UTILITY NOTES: 1. STORM SEWER STRUCTURES AND PIPING WITHIN THE CONTRACT LIMIT LINE jt TO BE COMPLETELY FLUSHED OF SEDIMENT THAT HAS ACCUMULATED FROM z NM4 �- -��- CONSTRUCTION AND REMOVED FROM THE SITE PRIOR TO SUBSTANTIAL COMPLETION AND AT A TIME DETERMINED BY THE OWNER'S 074 I TU DE R NT TI IN AC ORDANCE WITH NYSDEC REGULATIONS PAVEMENT EDGE 7��, N� MERIDIAN OF WEST LONG EPRESE a vE c G G G PAVEMENT EDGE- CONC. ©�SOLID WHITE LINE CURB , 2. INSTALLED STORM SEWER PIPING TO BE CCTV INSPECTED PRIOR TO BEING � w w- - �✓ w w- w W> sOUD WHITE LINE-' - w w _DEEMED FUNCTIONALLY COMPLETE AND READY FOR USE. UTILITY POLE "NG3' TO BE REMOVED ; �s_sA MH s OASAND RELOCATED BY SERVICE DRAINAGE PIPE TO EXISTING STRUCTURE TO RIM=2s1.02 RRYRPROVIDERREMAIN. CONTRACTOR TO PROTECT RIM=)1.0 2.s3. 1s" Pvc LOUGi _ (I I 3. ELECTRICAL CONDUIT AND NATURAL GAS SHOWN FOR SCHEMATIC PURPOSES EXCELSIOR SPRING AVE BASIP DRAINAGE PIPE DURING CONSTRUCTION INV.(B)=272.83, 18- PVC SOU ONLY. REFER TO MEP PLANS FOR DESIGN INFORMATION. CATCH BASIN 10 RIM=273.66 INV (C)=272.97, 12' PVC 1 �' , INV(D)=275.46, 2' CIP, FORCEMAIN INv.=264.40, 12' HDPE - _ Nu($)=272 an HDPE UTILITY LEGEND: - - ( SOLID WH17E LINE rn cn N� P.ltRB G____ �� - - - - - - - - ° G CONTRACT LIMIT LINE ---------- - -- c _. G G CONE CURB - ` � � c5 �CCAATTCHSIN 4 > � v (e7 j GNV.=278.47, 8' PVC - - - - - RIM=280.34 - PAVEMENT SAWCUT, SEE DETAIL 6/C-500 o sr STORM SEWER PIPE, SEE DETAIL 1/C-501 ILYAit�1 D I I I I I I! I I ��� il ry TOP' , IRON PI FOUND - _ > . `a, --uD-- STORM SEWER UNDERDRAIN LINE, SEE DETAIL 1/C-501 `'�� Qc � � STORM SEWER LATERAL, / u ® � SEE DETAIL 1 C-501 y , BOX BEMs -� c�S t t - STONE RETAINING] WALL f i G- INV.=262.68 - 12'° HDPE - INV.=253.68 12" HDPE GUIDERA= - 12 ,i 1, �l OS#2 k48 42 r. '� A-1 ss SANITARY SEWER UNE, SEE DETAIL 1 /C-501 ., RIM:270.50 CONNECT PROPOSED FORCE MAIN w WATER LINE, SEE DETAIL 1/C-501 INV IN: 268.00 (OS#1) 205.02' 146. OS#1 (48") > _ TO EXISTING LINE. CONTRACTOR TO INV IN:266.50 (UNDER DRAIN) RIM:272.50 PERFORM TEST PIT TO VERIFY SIZE, r GRAVEL DIAPHRAGM, SEE DETAIL 5/C-502 INV OUT.266.50 (MH#1) ,INV IN:268.50 (UNDER DRAIN) / / ` LOCATION, AND DEPTH. o INV OUT.268.50 (OS#2) f �{ ® CATCH BASIN, SEE DETAIL 3/C-502 { 4M1-J 8 ' © STORM SEWER MANHOLE, SEE DETAIL 1/C-502 _,l ' v z C1 MH#1 (60") STORM MANHOLE, F o Z PVC AREA DRAIN, SEE DETAIL 2 C-502 RIM: 273.60 SEE DETAIL 1 /C-502 OUTLET STRUCTURE, TYP. ® / INV IN:266.25 (OS#2) `'� ®1 5% c SEE DETAIL 10/C-502 4 STORM SEWER CLEANOUT, SEE DETAIL 6/C-502 INV IN: 270.50 (BLD) F LF 8"HOVE , �a ; p PIP WATER INV-. ' ® ING FLARED END SECTION, SEE DETAIL 13/C-504 INV OUT: 266.25 (SYS#1) SZ 33 v t c BIORETENTION POND#2, , - �. SEWER INV.273.30t i ® SEE DETAIL 10/C-502 4OLF 6" PVC 0.5g" G OUTLET STRUCTURE, 0 1.0% SS 8"HOPE a ; rG SEE DETAIL 2jC-503 - )\, INV-273.27f Q WATER QUALITY UNIT, SEE DETAIL 12/C-502 g0� SANITARY SEWER CLEANOUT, SEE DETAIL 6 C 501 BIORETENTION POND#1, �0 �� � / - ` o , SEE DETAIL 1 /C-503 REN�VSE �, GRASS ® FORCE MAIN CURB STOP, SEE DETAIL 8/C-501 �- G 282 60 ` 0 SANITARY SEWER GRINDER PUMP, SEE DETAIL 11 /C-501 G GRAVEL DIAPHRAGM, TYP.= INV: C SOR26 SEWER SERVICE SEE DETAIL 5/C-502 274.00± 78� 6" PV ®1.0%6 %CONNECTION, TYP. 22-1/2' SANITARY SEWER BEND �R- .y SEE DETAIL 12%C-501'` 45' SANITARY SEWER BEND 3 c Go i �. � 1 35 3 u o GATE VALVE. TYP. > � ; SANITARY SEWER WYE ® G SEE DETAIL 2jC-501 0 "r PIPE CROSSING AR AIR RELEASE VALVE WATER INV.-275.50f B G�ISPKE IN ; , SEWER INV.-273.55f ® WATER GATE VALVE, SEE DETAIL 2/C-501 \ U SPIKE IN i INY: 273.48f 45' WATER BEND G U 7' POLE 3- t i ' o EL 275.s4 ` WATER BEND TEE a GRASS w,LA` i It i INV: 3 i 36 i BLOW OFF HYDRANT, SEE DETAIL 13/C_ 501 274.00f �« i SoR26 ®1 • , i i i FORCE MAIN CURB STOP,' WATER N SLEEVE AND VALVE, Go 1pRM n 6"x6"x6" ANCHOR SEE DETAIL 8/C-501- G S r TYP. SEE DETAIL 5/C-501 T • , o � wAJER � TEE AND THRUST E Bp,S1N BLOCK CA-(ED t .r ' RELO i ` i S�ORMSN GR , /N M Zgo 6pCONTRACTOR TO �- .0 �P TO VERIFY SIZE, LPERFO' TEST PIT o 1 DEPTH OF EXISTING WATER MAIN. PIPE CROSSING l WATER INV.275.10t SEWER INV.273.60f .ASS o oFES#1 ° i /- �, M 2" o a INV OUT:270.15 s V o ASS 52 M MH#2 (60") ^��F M w' O so 18" Cl- RIM:274.25 �-- `` ��� `(� W � W INV IN:264.75 (SYS#1) - � -� INV OUT: 264.75 (MH#3) � wrn - ' GRASS FLARED END -SECTION _ , _�� t - - ► � ,� . � � � WATER SERVCE CONNECTION INV-. 269.82 14OLF 6" PVC C INV- 272.90 0 0 rn ® - INV: 272, 0 130LF 6- ®1.0% RIM 273.50 INV IN:264.00 (MH#2) INV OUT:264.00 (FES#2) 1 Z LANDS NIF CITY OF SARATOGA SPRING' D.1742 P. 9 TAX ID 166.0-1-18 � = QD RAILING SPRING RUN i. �� IRON PIPE FOUND i " - TRANSFORMER PAD, TYP. FINAL LOCATION(S) TO BE -- DETERMINED BY OWNER'S REPRESENTATIVE AND SERVICE PROVIDER YNM41.5-A DOWNSPOUT AND SPLASH AREA, TYP. `- SEE DETAIL(S) 8, 9, 13/C-502 G �� TAPPING SLEEVE AND VALVE� TYP. SEE DETAIL 5/C-501 CONTRACTOR TO PERFORM TEST PIT TO VERIFY SIZE, LOCATION, AND DEPTH OF EXISTING WATER MAIN. GATE VALVE AT PROPERTY LINE, TYP. 136 \ � SEE DETAIL 2/C-501 ST- r CATCH BASIN 2 RIM=279.91 INV.(A)=276.05, 24- RCP INV.(B)=276.29, 24' RCP \ 1 LA � V 0 OUTLE t M j C C o° z ATcI RIM=: INV. (f INV.(E SAN MH 3 \ RIM=279.98 INV(A)=274.06, 12- PV1 INV.(B)=274.16, 12' PV( INV.(C)=275.53, 6' PVC SUBMITTAL / REVISIONS �OF NEWY A%, tip" Pq o, � 1 � w ,_, r h w as �74751 �,�' �OFESS10 THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d p Land Surveying (- . 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC UTILITY PLAN 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 C=140 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01-C-140.dwg (Layout: C-140 ) flats- Fri Anr 7R 7(17d - 17-9r; PM (Names- ahnr7nl C. I,cr ;t,;,cr F ru + n +o -a �' - s, .a - - b ° _" - �9 °-" - +� p +p ° - +q CRASS +o -° TRUE NORTH AT THE 74"30' UTILITY NOTES: T_ + -CA it *0 .0 p + CATCH=r'. 9$ .�- it n 0 0 + p +0 p •;SPEEDILLKY + 0 -° x +p -° R1M=2bfjY I �� 0 °' b •° +0 -0 1. ELECTRICAL CONDUIT SHOWN FOR SCHEMATIC PURPOSES ONLY. REFER TO Q + O MPH' Q . a �_� OF ROADWORK QMY.(A)=271.16, 12" HDPE + b • a 0 - T fl °'a b-° 0 b• INV.(B)=271.27, 12' HDPE q b•0 )� ✓� 0 b a a•0 i t b o Q- MEP PLANS FOR DESIGN INFORMATION. _p � sy +0.0 -0 + b' -a .0 m q� 074 + NNEL 0 e z BEAM GUIDE RAIL P ANT EDGE 8� © LIGHTING NOTES: CONC. TUNNEL b. fl 'q ° + toG-a G G _ b-° e -° PAVEM}NTEDGE*n,a _p� q �vYT1 +p.a I EkIAN OF WEST LONGITUDE SPRING RUN TRa1L" b' 0 o o t- b o ' L131 WHP LINE 0 b • b . 0 LID 17E LINE } b �^ +0.0 cCU-B ©� 0 +° ' a 1. FIXTURE MOUNTING HEIGHT: OVERPASS SO WHITE NFO - � b 0 + W . fl v + °y✓�-- :u W W bI + W W +a - +a p . a _r 0 q + , q 'p- p,fl b 113 b•a b,0 -�-- -p + 0 .t--tv n_,_� �+� p - w yt - + 0-a 1.1. 15 AFG (12 POLE + 3.0 BASE) }a•0 fl•a + 0 0- + b ° a ° 0.0 0. A. b• + 0 b_0 + + 0=281.D2 RR�4 A },(0 + p 0 + p + p .0 Q $' 0 + 0 -° a -° aNv.{a)=272.63 1a' P +0 t)UGAB� 2. POLE SCHEDULE: ° 0 ' 0 0 ,0 b -a 0 +° f '' CATCH BasIN 6 0 .0 + 0 .0 Z 0 L SOUTH , 0 • 0 •0 + 0 + + EXCELSIOR SPRING AVEb -i 1 p +0' 1NV(B)-232 3, s" PLO - S -0.0 21. (7) LPi4C121= 0 (12' X 4" X 11GA STEEL SQUARE POLE SINGLE) }p - 0 0 CA ; cN BASIN 10 -().0 + 0 ' 0 0 . o + _ 1 RIM= 3. +0 0 • b .0v + 1Ny.{cx 272. 2 PVC % .0 fl IM- - - ' 0 - - 0 - - - - - + - - Y�•95 ;i 4 79t.9'" Fii1f�%- + �� d - - +0.0 IN 8)-275.46, 2" CIP, FORCEMAIN + O rev=� '��D 12n PE 0 0 • +p .1 + � Nv{a)=21-2,06, a` HDPE 0� .0 *p _0 +0 -p 3. PROPOSED POLES MEET 140 MPH SUSTAINED WINDS. 0.0 SOLID WH1TE LINE b • + + 0 0- - - - - _2 SOLID WHITE LINE +0 _ n _0 + CONIC. cU . b t -a - - = _.+Q:}- -- _ d •1 d to .2 { v CON# c1 RB _ .a S� b -a c N k 0 0 4. ADDITIONAL EQUIPMENT: d -� b - % -- -- 2 ♦ b - 5.0 A res 3,s1 -q - 0 .- + + 1 + +d 2 1 +0.1 2 +0 • �' +p .3_ p +0 • �e� b -a b -QJR v=2 s.4 , s' PVC 4.1. (7) - LPI4ABT-0 (ANCHOR BOLTS & TEMPLATE FOR 4" POLES: ` - +fl p 0.75 ANCHOR BOLTS, 8.5 BOLT CIRCLE (8-9 RANGE)) CONIC. ALK + +0 1 +p 3 + 2 + } 0 0�\. 4 _ n + ` R PI FOUND p .0 +p 1 + I I I I f 0' o• 1 C f p. f I ' b -a 4.2. (7) - OSQ-ML-B-DA-_ - (DIRECT ARM MOUNT) ' 1 - \ 0 + CONC. TUNNEL Q - b • p . i1 0 + 3 �+ q 0 \ Y _ 0 ♦ .a t b _0 + p UTILITY LEGEND: 4 b• BOX BEAM fl + i / p. SPRING RUN TRAIL- j®' b • p • 2 0 + 6 �+1 + b 0 {) + • 0 UNDERPASS NONE „ +0 1 +1 - 1 + - p ' 1 Or 1` �t L 7J 3 . 2 - + 1 + �n +0 RETAINING j - - b �- - -5• - - 0 8 ° + b. 0 0 �- ���b.a p +0 0 0 CONTRACT LIMIT LINE WALL„ ` +o -0 + fl +Q .fl + + +2 3 ' 0 9 5 + 9 +i 1 +Q a - + + _a p }0' + p - - - - - - PAVEMENT SAWCUT, SEE DETAIL #/C-500 STONE -().0 + fl• + p.2 2,3 + 4 +p.0 +0- � � _0 + 0 0 'AINING b_ 0 0 p 0 fl + p 1 +1 }2 b 2 0• 4 �} . + b_ +p o b q rq - 0 a o -0.() Q. WALL +0 0 +0' p 0'1 } + -0.2 p +5 + 1 0'3 �J + f+0.0 + +0.0 �P fl G } b 0- + 3 + + 1 f 0-0 _0 b 0 �+0' + INV=262.6& ° 0 + 0 .0 + + 3 0 ' } 3 + 2 •1 A - 3 a +p b ;n . 0 b } 0 Q - a 12 HDPE tl 0 .0 �]� 1. 6 + 3 0 ' } 4 • .1 0 , -7 - o " 0 , 0 - INV=253. -0 ( '1 -0.0 fl + .� �-'''� + + ZM�1, l► +0 2 ° 2 -5•3 + +0• + +a_0 b- a RA +0 z b-q b_0 5 + + 4 + 1 A-'��? n q + 12" HOPE ( 0 +0 + +}2 5 L 3 p b p_ fl -().0 b 0 + 6 p . $ OF +p�1-� +4 ,1 + sra •fl +a a + 0 1. _ 5 n • 0 } b • LA .0 � c, 0 0 +0 0 + 1• 4 0 + 4 Q_2 MN 5 3 3 + +1 ` + _ 0.a b fl +°•0 + 5 0 + 0• 1• I- b Q.0 1 +p _ d p 0 ' 5 + +0 • � + +0 .5 +3.1 2 + � � • � 0 'p _ 0 +0•0 1.1 1• + 1.1 + 0 3 +3.6 + +Q_6 `'+ fl b' , i3� + '° tp.0 \ b ° + 3 ° 2 ° 1 + .� ° o b.o b fl �� 1-B + 4 p . +2 3 ,1 Q +fl 4 +fl r} + 5 +1 •1 + 2 +1. 9 1 RQ �SE6 ` S• . 0GRAS0 0 +2 ' d +fl - 6 +p 3 0 + 3 2 + 5 28`L + a c 0 1.3 1• +p.3 1 2 * Q 0 + vb-° b 0 b. 5 0 - 8 + +1.9 + b _ 4 +p +2 5 1 + p 0 -� <, +. b _ 0 b • +p . 0 2'0 } 0.5 +p.5 +3,8 + 0 4- 4 +� t?,• .a +p,0 + +11, 9 +2 0 b 3 +p 4 +3 + d b 4 + d v b° "� b- . a • 5 0 9 +2 3 +2 4 + $ b'4 + 1.1 } Z.8 1 +p.d + ° 01 b + + } 0 + 0• + p.6 4.0 + p ` + , +0 .0 b•a 0.0 0.0 0 °-().0-0.() 1•n " +1 4 2 +4 - 1 9 I SOCKS ,K 0 4 5 +5.4 + +p 4 Q 0 ' +0 0 d � � ` � -0 -0 0 � t `i-0-0 +0.0 p \J%A MU LNG , + +p . 9 +3 , 6 / ij$U- 1WE -IN + 8 + +° n W IV-1 0 0 5 8 +2 , 6 ' i + 8 ELEV.=275.64 + +0 6 1 ' + 2 + d +0 •0 111111 111 + 8 , - t� +p fl o +0- + $:2 4.9 + + +1. 2.2 b 3 + 3 + 0- 1 p.d- SO �.� 0 fl ` + 0 0 GRASS b• +0 ° 0'0 ` +O.g + 9-11Z + +p 2 0 �5. p 0-3 d 1 p•0 + d b_0 -c 0 vD t4 b• fl- + + +2,6, 3' 1 O g _AA 8 + + + +© + +p 0 0' a- i �� a 3t1) .0 b-fl 0 +0.p + 1 1 6 � �2 + + _3 4 i '0 0 2 111 111111, 0 •0 N >j ,p + 0 0 +3 9 �' + 4 a-3 MN•' } 0 5 fl � .4 + +p.d � + +p_fl +°•fl b'� 9 -2 6 +fl $ ° + 1 $ + 2'2 1\111111t1111 d 1 p p ` b fl + fl 6 4. fl. + + p- � p 0- _ + 3• p. 0 1.6 +0.3 0 4 SNOW 1 +3.2 + +p.4 0' +p p .0 b• .a•0 +p,0 fl + 6 "(Spot, + fl 4- 4 + 8 +2 6 , +0 •� }0 0 R +p 5 Wp� 1 1 + 3 1 2 1 ' + � +0 0 +0 e +n - \1b 0- +0 0 0- 1,1 6-13 + OR OW 0.4 } 1- + p.4 $p`R 0 + p o }, 1 n ® + ST 1NN 3 0 5 280.6 + 0 0- 0 \ 0 + p 0 + 1- 9 +0 4 $1 : 4 + 0 ' I + +0 - + +p 0 0 • c q El ; I 1 ° +0.0 } a p.2 + 5 +0 4 + 0• p. p u b• - b. ©_a i 0 +0•Q 0'1 _�� + +1 0 1- , p +0.6 + 5 +p 3 + +0'1 ^' b 0 2 0 b+p,fl +0.7 _8 ° 1 0• p_0 _ b•0 +°.0 b_fl +1,3 + 0- ce tt► (} ` 0 b 0 0 5 + O + 0 +°' p ° 9 + 0'1 0- +d Yl 1,1 + r, 8-20.4 + +p'3 0 +d•1 12 a m b .0 +0.6 3 + +0 -� $ + 0• p.3 0 to _ c? + +0.6 , �i� +p 0- 1,3 1 �� + 1 6 0.5 +0 4 fl• p.0�� i� i p,2 6 + 2.2 + p, (� t +0 i�•� '�i +0� i� 0.5 a_g� d•6 + 6 1- �� +o 6 0 fl�� b•p +p_ °- 0 �+ ''fl +p 0 p + 3 0• +p �� + + 0 ` 1 + +1 0 9 1 +2 2 '+ 2.1 +1_ + 0 9 + 4 1• -3.4 GRASS + 0 +°' � + + p. 1,4 + 2 + + 1• 1.2 b_0 + p +0 4 +p 6 + ' ` +3 3 6 +© 7 0 .1 +4 0 +4 , 0 + 5 +p , 2 1 JDS 1V/F +1 3 �' - + c, +0'g �� +1� +1.1 C� +2.g 0 0 • p .a _vr 4 CO.+LLB_ + 1 • + 1 . 5 .1 +1.2 �M, + 0 b Q.0.1 15 P. 1 (� 1- (� 2.3 } p,8 H: 4.0' b• +5 6 6- ,15 + 2 p. + �z b• + 0 0 13 �6.0 -14 fi! +1.9 1 9 }0 • g 0 $ +i , 9 +3 5 + 3 +0 .8 + +4 ' 1 MN +0 5 p +0 - 'STOP i ?p" ? < 0 } 0 0 } 2. 4 f +2,fl 3 + 1• } 2.g +1_A +0_0 z 0• , } 0'0 5 g 'VI -'A + 2,3 1-2 +6.8 + }°• �� A b_6 + + 1 + +0 i - +2 0 2,0 b•$ +fl 6 + .2 + +° 2 0• �'� �'p. +p • 0 1 + 3' 2 0 9 +2 2 +1. 3 .9 4 + 5 0 5 70 YT136 n +p 0 �, + g 1'6 3� ` W(� + 2 + 2 2 + 1' �+0-a M4, fip_n oc • +0.0 .2 + 4 }a'6 a• + 4 1" � O � z', `0 0•� 0 'p-0 + .0 5 I b +3 2 g +1.6 p,9 + 3 +1.4 +b.-1 +° 2 1 4• + 0' I +0 } b• ` ` •0 b_0 t +,� p sr . - t ° +p • 0 0 + +p . 6 0 8 0H 5 1, 9 2 + g 0 ' 9 + 6 0 ' E' + d 5 + +p ,1 i CATCH BASIN 2 0 + 1 + d ' b • 0 INV A =276. 5, 24" RC 4 + g B-6 + 0 0 ' + 0 + d • 4 + + 2 • q +a ' RIM=279.81 b - � g UNIT �1.11NG o +2 . o + 4 1 ' o - + o • -- ® � + 2 + p £ ()- 0 + p }1 1 1 • + +0 5 p.5 + =� , +0 6 0 • +p 1 0' b. 0 INvb(e)Q276..-94" RCP + +p i 5 , + +0 .1 X +p _ 0 U + WAS 1 1.2 0- + 3 + 0' + >kn 1' b_6 +0•� + 5 5 , +p.�• 0 0 1 `(D b_0 p.0 ` � �• � En .O�v�fl�p`Y 0.0 A. t Q + b• 6 +p 5 0�� 0 + +p . 0 F?ESIDEP, +0 qj +0.0 b a s f , +0'0 d- ,. +°-� + q +0" + ���� p 0'0 +ARrOT- 0 � "'+Q: 0 0 +0.0 0 + .0 0 t 0 by 0 + 0 3 + + +d 0 \ 1 } 4 +p • 4 ° + +fl , + +0 2{ 8-B 2 UL�� } ° p ' ° 0 + © +0 0 �` �+0 • fl -' C 4 0' + 3 s 3 + 0 2 yy 0 C WE 0 Q O b' -6 + 0 b + 2 0 3 Fp,M:276. o • } p b fl 0 / b'a 1+ +0.3�: ® + , +� 1 0• j;, + 0 b p 0 i �`0 n l c b_0 b-0 Qa 1 0 _ + fl • 0 +On 0 OUTLE b d fl • 0 �'� +p 0 ' 0 '� DO NOTi b • p b - fl _ b 5-B Mo4�, +0 p 0 0 0° 0 0 b, 0 METAL LIOCATIION ° b• a m o - 0 1 +0 p +p p 0 I 9 N111.Y O`50 b . a +p 0 c, '`` + fl 0 ' - }1V 41. J, R Tcr fl fl +0'0 + FAE.275 -: + } +0.0 +Q_� � b,0 0' b•p b'fl �joE�^`t� 0 �J- 13 -5 0 +0-0 /NV0 'y +0 0 a ' , + 0 +0 - 0 + p 0 +p p 0 ' 0 }0 0 +0 � 0 +0 - 0 ASPHALT -0.0 � / a - INVO �t +0 0 °+0 0 a•0 -0' p IW. +0 SAN MH 3 .0 + p +o a p p p p7-e b_n , �_Q b b a b- o o b-° t b•a RIM=27i*8a o + + 0.0 a } 0 b `a £ bID4:(A)=274.08, 12" PV1 + d d 0 ' ° 0 ° , , p 0 - fl U - 0 �/. a b • a ` Fp . 0 INV, (B)=274.16, 12" PVC 0 _ o• + 0 b 0 b.o +o.p +p.o {�. b-® b• ot+� b- � -n b_a \ �. INv.(c)=275.53, s"Pvc. b +p • p +Or 0+° --- +0 0 +0.0 ° +p 0 ° + 0 0 0 + p 0'fl a•° I- b I + 0 +fl ID 4b.Q -0 - _ _ G--"'- 0-0f / 0 +°- 0 ° 0 o,a +p.0 +p_o q ✓ LANDS N%F + 0 fl + b y b Q a +p p 0 0�� ._.---..; " b a b q b # b ill,I a +q . a b- + o b•° \ CITY OF SARA TOGA SPRINGS } 0 0 + o • 0 + +p .0 +0 0 f -0.0 0 + p b •-- D.1742 P. 9 0 ' + 0.0 0.0 +0 .0 i + 0 + fl +°% 0 ' 0 _ a r-'^ TAX ID 166.0-1-18 ,� Q fl +° ° /' ° b 0 ° + b Q a- + +o.o fl ° b Q 20' io' 0 20' Luminaire Schedule T T Calculation Summary (Footcandles calculated using predicted lumen values @ 50K hrs of operation) Symbol Qty Label Arrangement LMF Lum. Lumens Lum. Watts Part Number Label Units Avg Max Min Avg/Min Max/Min 2 5M-11 L SINGLE 1.030 11325 72 OSQM-B-11 L-40K7-5M-UL-NM-_ w/OSQ-ML-B-DA-_ All Calc Points Fc 0.40 7.7 0.0 N.A. N.A. a -■ 5 4M-11 L SINGLE 1.000 11175 72 OSQM-B-11 L-4OK7-4M-UL-NM-_ w/OSQ-ML-B-DA-_ Paved Parking Fc 1.77 7.3 0.4 4.43 18.25 SUBMITTAL / REVISIONS StiOFWy D" P4 r� ti 1 N xQ" W U w �` , - +' C7 `E`S`°a �{,Z �7475� ti �OFESS10 THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d p Land Surveyingf 1533 Crescent Road - Cliffon Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC PHOTOMETRIC PLAN 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ 1583.01 DATE: OCTOBER 2022 C=141 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01_C-140.dwg (Layout: C-141 ) rlata• Fri Anr 9A gn9A - 17-79; PM (Name- nhnr n1 JET�f 1r.Tej- = - _ _ - - _ - - _ - - _ = - - _ _ __- - --_ _ - - - - _ - - - - - _ _ - - _ - - _ _-\ - -� - - �\ ; �- �r GRASS TRUE NORTH AT THE 74'30� GRADING NOTES: If rrt i \ o - - - - - - - - -' 'SPEED LIMIT - IK \\1. ALL DISTURBED AREAS TO RECEIVE TOPSOIL AND SOD. 40R� - - - - - - - - - / / , � � � �C `---------- J �� - - - - J - - - - - - 2. ALL DRAINAGE/SANITARY STRUCTURES AND WATER VALVES/HYDRANTS TO \ ` ` �( BE ADJUSTED VERTICALLY BASED UPON PROPOSED GRADING L ONC, TUNNEL BOX BEAM GUIDE RAIL - _ PAVEMENT EDGE / _ �- � NM -1 � ALL PA�MEtat�i EDGE � �'' � NYT1 MERIDIAN OF WEST LONGITUDE • _SP fNG RUN TRAIL' soup wrrr uNE / / _ coNc. o ACCESSIBLE SIDEWALKS AND CURB RAMP NOTES: OVERPASS 4 SOLID M41TE LINE � �E / SOLID ITE LINE f I � L'URB '� l f i f 1. DIMENSIONS SHOWN IN THE DETAILS AS MINIMUMS AND MAXIMUMS ARE THE V ROAD LIMITS FOR DESIGN AND FIELD LAYOUT. FACILITIES WILL NOT BE LOUGHgE URH CONSTRUCTED WITH VALUES OUTSIDE THE LIMITS FOR WORK ACCEPTANCE. \ TC:271.50 TC- 272.93 \ EXC r' 2n-50 --1NG AVE. TC:274.23 ' 1 SO SEE TABLE DESIGN ELEMENT TOLERANCES BELOW. BC:271.00±ME BC:271.43tME _ _ _ _ \ BC:273.00tME _ BC:273.73tME s[rLlp tatilTE LINE _ \ TC: 274.28 - -i - 271.04 271.36 C 271.96tME - CURS - - - - - - - TC 274.22tME \ i Soup sa�ttTE_ LINE \ _ _ _ _ TC 273.38tME BC: 273.7$ m t TC 271.48tME _ tME - - - - - - ±ME - C:271. 72.98t.___ 27 .10±ME CONC. �CilR6 /� __ _.�BC 270.97±ME X x > C: 73.74±ME CONC. cv B - TC: 271.60 TC: 271.90 � - ' TC: 273.67 273. � 1 � \ 1. BC:271.10 27 50 27 27 BC:273.17 27 0r�— � \ t 1t4.40 CONC. wAtX IRON PI FOUND .4 n 72.Ofl7 ° ° _ 273.84 II II 73.27 273. III 274.4Ery n a i N 27 .50.- 71.7 °. N 10 - TC:272.15 71.5 ® % a 2 34 TC: 27 7 .98 p coNC. TUN ivL - �= TC: 273.9 \ A - 2 ry� .02 \ RUN 77?AIL"7 BOX BEAM N �C:271.65 273.4 _O'er \ `SPRING UNDERPASS j 6flBERAIL 272 273 �' ' ' - �� ,L-11} A 1 80 5 280 15E 1 ` \ \\ \ f�l i _ _ : 2135- ' 205. 02 14fi. 68 2-7s 2 a 3� 4� 1 \\ STON L \ \ \ 74. Te. 273.8fl 215 tN1IGG \ 1 g -TC: 273.6 g{) 2 o WALL - 1( ` 4.g 7 273 BC: 273.30 2 280.62 1 74. a BC:273.1 7 , , ,� s.2�a,. 280 05' 2 1 \ ` t `� 'f 4. 5 273.5 X 73.96 ` Z in , __k 277. 255 77.g3 TS: 280. 2 B- 4 r' T21_]6.86 74.60 ii TC: 274.43 BC: 273.46 �' c+� 6 / - C: 273.93 , Q� T : 6.55�BC: 276.36 r 280 7 2 274.6 74.�6 274.5 , BC: 6 05 6 :h " 80.45 .80 , X C: 277. 5 .7 ° TC: 274.43 ` � TC: 276.79 276.78 BC: 276.8 TS: 282.60 �% 280.6 TC: 274.50- BC: 273.93 �F c3 , BC: 276.29 Bs: 280 50 2 2.s0 �-1 ATE \ v 274.80 BC: 274. Q ` / is: 282.60 TS: 282.5 1' i "YAW" \ 213.93 - N 6 2 8 V `` / 1 7s.45 Bs:2so.26 Bs:280.7s so.ss f i 274 4.9a c:274.70 \ 1 \ - f 2816 I \�l f � I / f / f /f % 2 4.90 274. 2 7 Q 274.20 cJ r , / 82. \ `� 71 y \ 274. �' , I i 0 2so.7 t , t-B 274. N \ c� RELpCPEO 2 ME�' , \t 274.2 `4 N S2 60 74.25 274. 7 .7 1 2 2so.$5 2s280. 1 ±ME27 C4 '� I z 4 �, N 80.17 -� 274. 2 7 - � � 8-3 4 74.65 274. v4.so � Ts:2s2so \ 74.90 BENCNM r BS. 280.35 1 281.48±ME 74.so MVLR� 274.- 7 .7 - r DOCtt v , N � 82.60 , � 'NO 274. UNIT NG 27 7 Untrr. OL s I 22g .3 81.48 PARKING" 4.90 1lY ELEV.-175.s r 2 30 ,it„ I F AAA 7.•4��.9``0yy 274.9 7 7 '" c� BS: 280.16 0.32 , i t �� R 50 �► 9 0`!�`-" i �`' TS: 282.50 ` 274. \ ` 4 5 282.7 4 77 80.18 4 1.4 t; 1 ( t 4.90 1 , 2 2 • % 1 _ GRASS \ � � •. ci 274.- • ( 2 6 2�:t 80.30 28 .3fl � � tME � � � � �,36 274. 27 7 C:2 �..� 74.90 (�8 z77 0 2 8018 ±ME N 274. TC C:277.a5 ,,`,`,9.10 80�.5 .25 \ 74.88 S: 2 9. 280 t (r 4 \ 274--- 274.9 .7 ` f j OR TC/BC: 277 = 70 2g9 28a.58 24. 80.05 \ \\ 274. 2 .7 173. r , - A 80.25 5 \ 274.9 �273.2 , , A� , Tc:2 2 .6 ' 8 .25 \ 1 \ \ 274 s-B ORMw p iER \ \ Bc: 277.0 280. 2 o.2s RE \ 1 \ 1 sT SIN - 1 1 7 90 eP 1 280.2 \ \ 274. 4.9 TC: 274.70 , 276.45 28 .0 \ t 1 1 1 274.s , BC:274.20 1 ,1_ / \1. t j 274. �4.y 2 274.25 ° 274. TC/BC: \ 76.20 280. 2 60 2 .60 °28Q 4 Jo f \ 74.78 ! / ,J.-273 \ ` 2 .80 t _TC: 276.7 B- 2 45 2 45 C3? 12" \ n \ \ 274.78 TC/BC• � 2 4.68 TC:274.82 TC:r �z �. 4 � �27 58 2js 27 55.25 28 276. 5 280 _ TC:275. C 274.32 7 274.53 X274.26 274 1 i 75.26 , x ` 5� \ 27 . G 1 1 \TC/Bc7 ' Tc:27 os 2j6 74.45 5� ` / 75.65 , :2 75.56 j �.�� C: 2 5.25 d? `\ �m t GRASS \ 5.2 275. 5 B : 274.57 , TC: 2 5.05 ��C' TC: 5.30 274.40 \ C:274: 24 BQ27 .55 -i \ / TC: 2 .05 �-;"^�; 275.7 BC: 274.75 BC:274.55 275.25 f BC �75. 1 5.44 C:274.80 BC:27 .9 TC:275.7 ?� :274.60 X N N \ B _ 73.90 / �, SC.275, Z'15 CBC• 274.10 275.25 -1 \ 275 50 C: 274.53 _ r r 4fl BC: 274.75 27 .50 275.5 274.72 BC: 274.03 ' r O } \ \ ` \ ` \ \ ~ 275.U2 274.25 BC: 274.22 T :274.9 275. TC:274.60 BC 274.42 4.75 TC:275.63 \ BC:275.13 z \ \ \\ \ \\ \ \\ \ \ \ \ , BC: 274.1 a 273. 7 BC- 274.60 y \ \ \ L \ 275.2 27 35 4 ,L-Iy x :27 .6 Us - ` ME D \ \ \ \ \ \ \ 275.25 275. .3 ,w� TC.27 .92 275.13 B :275.13 8a.93 TC: 28fl.87tME .3� C: 280.45tME T& 275.70 tME TC: 280.96 a \ \ ` / TC: 273.95 BC: 274.42 L \ \ \ \ \ \ \ 275�s • \ \ \ \ \ w p ec 275 20 277. � � 275. 2 TC:273.90 C:273.¢5� �,. �' 2 ; , M� q BC:280.46tME \ \\ \ \ \ \ \\ \ \ \ BC:273.40 3. 277.42 .42 4 \ _ 275. T 275.90 BS: 77.4 --�'� \ \ \ \ \ \ \ \ \ 275.2 25 - 273.3 TC:273.85 BC-275.90 -' 276 .-a ` CB 75.42 \ : 273.35 ^� 275. \ \ \ \ 5.50 T 0\30 G 275. B-6 ry ry 275 , \ \ , 75. 9 VNl LL\N 27 3 TC: 80. 0 \ \ \ \ \ \ \ \ \ 1 Y 5.50 FNOIX-Y Z�g0 275.5 TC: 5.65 ?7 7 10 , N .3 BC:275.t5 275. \ \ \ \ \ \ 275.5 TG:275.90 275.9 2 .98 27 27 1 276.t0 , 80. ACME \ \ \ 275. •,. BC: 275 7 t9$ 7} .1 7 .08 \\ \ \ \ \ \ \ \ 75.50 275. 27 8$- 76 \ \ \ \ \ \ \ 27 38 TC.BC: 74.9 27 . 5 275.98 fi y \ TC: 75.30 7 .7 276 6-10 7 .80 s.7a R s: - \ 75.50 275._ TC:275.00 BC:2 4 1%�+ 2 6.10 tip, 276. C:280. a 75.48 -275.5 _ _ 2TC:275`OS ,,, rt 275.E 275.8 276.10 75.86 �C:2 OtME BC:27 50 x fi00 A RI r �t� C: 274. 5 27 1 27 04 _- f 2 TC/BC: 275. 97� 8 C: 275.30 ! .. 8-B - 86 80.10$ME ` t ° 275 ®27 l �Z µ�t'� t f 276. o _ TC/ec\ t� c -275.5 274.. I - TC: 27 .30 275. 7 •�j I BC: 274 80 275 /5.50 27.10 FA�lL�.27610 __ 1 ! a ` 9 11N pWE��N - - - - 80. OfM \ \ \ \ \ \ \ \ O 27 .50 ®.: n D ° -- - i 5 .38 75 275. , 275 �/'� 1?79. \ \ \ \ \ \\ \ c► 275 _ _ 275.5 275.38 27 3$-• �7 Sa 275 27 2$7 00 ! i / :;X� n f , \ \ \ \ \\ \ \ N 275: 275 a 7 48 275 5 2 i, 275. ± 275 .60 v 'CIO OUTLET' w ., \ \ \ \ \ \ \ 75.44 275 �a 75.50 275 5.3fi 27 . 4 - �& / " 27s ® 5.50 ' '� 2 s.10 27s 7 17 s 83 ONE - Do Nor 6.10 \ \ \ \ \ \ > - 7__y421 \ _ - 27 6.00 2� r3 \ \ \ \ 2 276 \ \ 2 .26 -- - .20 5-B� 1 .47 27 72 276. .1 ! . METALLIC PING i o ` ` 9 ` \ 27 . ' LOCAnoN . ,... V .10 \ f t► '�: 1S-� 27 .7n 27s. 27.50 ? 27.45 - 2 275 5 .26 �� 75.50 \\ \ \ \ \ \ \ \ \ 2 10 27 .50 .20 } c� 275. 27 .50 .44 275 7 40 �' f .2s 25.2 27 . 0 N I 27 .25 .20 ` 0 27 .20 25.42 S1 / 27 .25 LANDS N/F CITY OF SARATOGA SPRINGS ! e \�\ \ \ \ \ \ \ a 270 D.1742 P.9 `� `� \ \ \ \ 2 \\ \\�\ \ \ �/ / J / NM41.5-A TAX ID 166.0-1-18 \ f � \ \ \\\ \ \ \ \ \ \ \ / ,/ C ASPHALT PARKING LOT OD RAILING 1 a°° SPRING RUN ' Mr NYT13N5 L 20 10, 0 20' DESIGN ELEMENT TOLERANCES DESIGN AND LIMIT FOR WORK ELEMENT FIELD LAYOUT ACCEPTANCE LIMIT SIDEWALK CROSS SLOPE 1.5% MAX 2.0% MAX SIDEWALK GRADE - RUNNING SLOPE 4.5% MAX 5.0% MAX CURB RAMP GRADE - RUNNING SLOPE 7.5% MAX 8.3% MAX 2. TO CHECK FIELD LAYOUT AND TO VERIFY WORK ACCEPTANCE, ALL SLOPES AND GRADES WILL BE MEASURED WITH A 4 FOOT LONG DIGITAL LEVEL USING AT LEAST TWO READINGS. WHERE THE READINGS VARY, THE MEASUREMENTS WILL BE AVERAGED. GRADE (RUNNING SLOPE) WILL BE MEASURED ALONG THE CENTERLINE AND OFFSET 12' TO 18" FROM THE CENTERLINE. CROSS SLOPES WILL BE MEASURES PERPENDICULAR TO CENTERLINE AT 5' TO 10' INTERVALS. 3. GRADES (RUNNING SLOPES ARE MEASURED IN THE DIRECTION OF PEDESTRIAN TRAVEL CROSS SLOPES ARE MEASURED PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL 4. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, TURNING SPACES AND ROADWAYS WILL BE FLUSH AND FREE FROM ABRUPT VERTICAL CHANGES GREATER THAN r. VERTICAL SURFACE DISCONTINUITIES BETWEEN :r TO J7 WILL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. THE BEVEL WILL BE APPLIED ACROSS THE ENTIRE JOINT. 5. THE CROSS SLOPE OF PEDESTRIAN ACCESS ROUTES TO BE 1.5% MAXIMUM FOR DESIGN AND LAYOUT, AND 2% MAXIMUM FOR WORK ACCEPTANCE. 6. THE RUNNING SLOPE OF PEDESTRIAN ACCESS ROUTES TO BE 4.5% MAXIMUM FOR DESIGN AND LAYOUT, AND 5% MAXIMUM FOR WORK ACCEPTANCE. 7. THE MINIMUM WIDTH OF A CURB RAMP TO BE V. 8. THE GRADE (RUNNING SLOPE) OF A CURB RAMP WILL BE A MINIMUM OF 576, THE GRADE FOR DESIGN AND LAYOUT WILL BE A MAXIMUM OF 7.595, THE GRADE FOR ADA ACCESSIBILITY AND WORK ACCEPTANCE WILL BE A MAXIMUM OF 8.3%. THE MAXIMUM VERTICAL RISE OVER THE LENGTH OF THE CURB RAMP FOR ACCEPTANCE WILL BE 6". 9. THE CROSS SLOPE OF THE CURB RAMP WILL BE AS FLAT AS POSSIBLE AND STILL PROVIDE POSITIVE DRAINAGE. THE CROSS SLOPE OF A CURB RAMP WILL BE 1.5% MAXIMUM FOR DESIGN AND LAYOUT, AND 2% MAXIMUM FOR WORK ACCEPTANCE. 10. WHERE A PEDESTRIAN CIRCULATION PATH CROSSES A CURB RAMP, FLARED SIDES WILL BE INSTALLED WITH A MAXIMUM SLOPE OF 9.5% FOR DESIGN AND LAYOUT, AND 10% MAXIMUM FOR WORK ACCEPTANCE. THE SLOPE OF THE FLARED SIDES IS MEASURED PARALLEL TO THE CURB LINE. GRADING LEGEND: CONTRACT LIMIT LINE - - - - - - PAVEMENT SAWCUT, SEE DETAIL 6/C-500 350 CONTOUR LINE X3w•00 SPOT ELEVATION SUBMITTAL / REVISIONS OF PEwY �Q' 1.� `i � �' \y 1 �, r w r Z C "` w$ °74751 ti �OF 'SS1 THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d Land S u rveyl n g P 1533 Crescent Road - CGffon Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC GRADING PLAN 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROD. No.: MJ 1583.01 DATE: OCTOBER 2022 C=150 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01_C-150.dwg (Layout: C-150 ) nnte• Fri Anr 9A gn9A - 17-9A PM (Name• ahnr7nl IE, I U IET,Lf—lE TCf, _ _ _ _ -- — _ _ _ — _ , — — — _ = — — / ` ` _ _---------- -- 'SPEED LIMIT J v` ---- ---_ r _--. —BUMPH— --- EIIDQFRHJfi 9K— — — — — — — — — - -- - -----------"-r ' PAVEMENT EDGE i ONC. TUNNEL BOX BEAM GUIDE RAIL NM -1 2 ELL PAVEMEA%T EDGE Sp G RUN TRAIL' t - SOLID WHITE LINE f OVERPASS SOLID WHITE LINE / / SOLIDiWfTE LINE f IN -PAVEMENT INLET PROTECTION, �l SEE DETAILS) 6, 9/C-504 \ SILT FENCE, TYP. TEMPORARY CONSTRUCTION ACCESS, EXCELSIOR SPRING AVE. SEE DETAIL 2/C-504 _ _ _ SEE DETAIL 1/C-504 _ _ _ :QLtJ .s =_ scup WHITE LINE `._.�_ -- �- _ - _ 1 I SOLID WHITE LINE - cQNc - Ke---------- I> CONC N�URB -.._ - - - - - - _ - - -- -- CONC. CUB �1 I 1� SF SF CONC. 77JNR€L 'CDCWu M Iu =Ate LANDS N/F T OF SARA TOGA SPRINGS D.1742 P. 9 TAX ID 168.0-1-18 C WILING 1 / / / / GRASS 0 NM4 074 O NY(1 CONC. p ,; It { rn ; { R ,ti S © 1 f E c f . -TA TE AW 1 � a x i t !{ 8?. R— A I� - ' L-EROSION CONTROL BLANKET, TYP. SEE DETAIL 10/C-504 loH'''` lob'' TRUE NORTH AT THE 74.30' EROSION CONTROL NOTES: 1. ALL SOILS EXPOSED FOR LONGER THAN 7 DAYS TO RECEIVE TEMPORARY STABILIZATION IN THE FORM OF SEED AND MULCH. FINAL SITE COVER IN LAWN AREAS TO BE DONE IN ACCORDANCE WITH SHEET C-170. MERIDIAN OF WEST LONGITUDE 2. AS PART OF THE BID, ASSUME TWO STOCKPILE(S) WILL BE REQUIRED FOR THE EXECUTION OF THE WORK. CONTRACTOR TO LOCATE STOCKPILES WITHIN THE PROJECT LIMITS IN ACCORDANCE WITH DETAIL 7/C-504. CONTRACTOR TO REVIEW LOCATION OF STOCKPILE AREA WITH OWNER'S REPRESENTATIVE HBERFtY ROAD AND GAIN APPROVAL FROM THE OWNER'S REPRESENTATIVE PRIOR TO LO UG SOUTH PLACEMENT. TREE BARRICADE, SEE DETAIL(S) 11, 12/C-504 t C) � m < N 0tlti i i �„ONE DOfNOT E METALLIC PING J LQCA 71ON 3. AS PART OF THE BID, ASSUME ONE TEMPORARY CONCRETE WASHOUT AREA(S) WILL BE REQUIRED. WASHOUT AREAS TO BE UTILIZED DURING CONCRETE OPERATIONS. CONTRACTOR TO REVIEW LOCATIONS WITH THE OWNER'S REPRESENTATIVE AND GAIN APPROVAL FROM THE OWNER'S REPRESENTATIVE PRIOR TO PLACEMENT. INSTALL IN ACCORDANCE WITH DETAIL 3/C-504. 4. SWEEP ADJACENT ASPHALT AREAS TO LIMIT SEDIMENT TRACKING. 5. CLEAN SEDIMENT FROM STORMWATER BASIN(S) WHEN SITE IS STABILIZED AS REQUIRED. 6. REFER TO THE NEW YORK STATE STORMWATER MANAGEMENT DESIGN MANUAL TABLE 5.2 FOR SOIL RESTORATION REQUIREMENTS. 7. REFER TO THE STORMWATER POLLUTION PREVENTION PLAN FOR SOIL DE -COMPACTION CRITERIA. 8. REFER TO SHEET C-001 AND C-170 FOR SEEDING INFORMATION. EROSION AND SEDIMENT CONTROL LEGEND: CONTRACT LIMIT LINE - - - - - - PAVEMENT SAWCUT, SEE DETAIL 6/C-500 350 CONTOUR LINE SF SILT FENCE, SEE DETAIL 2/C-504 CONSTRUCTION ACCESS, SEE DETAIL 1/C-504 EROSION CONTROL BLANKET, SEE DETAIL 10/0-504 IN -PAVEMENT INLET PROTECTION, i SEE DETAIL(S) 5, 6, 9/C-504 OUT -OF -PAVEMENT INLET PROTECTION, SEE DETAIL(S) 4, 6/C-504 ` CONCRETE WASHOUT, SEE DETAIL 3/C-504 rRASS -OVYT136 D � , C t SUBMITTAL / REVISIONS oF NELI,y e' �•'D' P4 - t tr ,x - ;' N z 2 =- ti U �O0747� Qti FESS10 THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d Land Surveying,, P.C.EROSION - x 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC AND SEDIMENT CONTROL PLAN 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 C=160 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01-C-160.dwg (Layout: C-160 ) data -Fri Anr 7R ?n9A - 19-9F; PM lNama• nhnr7al CIIE,F,C( IdG2 It IE,T, T,£I TREE PLANTING, TYP., SEE DETAIL Bt — — 14/C-503 — 1 --- CONC. WALK _ c) J IRON P1• FOUND f t z c z 1 l —W 4✓ � - W LANDSCAPE BENCH, TYP., SEE DETAIL CP 19 29 C3 7/C-503 EXCELSIOR SIRING AVE. o -� IIIII — e/Twill AihIIII TA ORNAMENTAL - GRASS PLANTII­ TRUE NORTH AT THE 74'30' LANDSCAPE NOTES: 1. ALL MULCHED AREAS TO RECEIVE 6" TOPSOIL MINIMUM AND 3" OF O HARDWOOD MULCH. MULCH COLOR TO BE APPROVED BY LANDSCAPE a NM4 ARCHITECT. 074 2. ALL SEED AREAS TO RECEIVE 6" OF TOPSOIL MINIMUM AND NYT1 MERIDIAN OF WEST LONGITUDE BIODEGRADABLE STRAW MATTING ROLLS FOR MULCH. AMTrr _-GRASS/LAWN, �•• 1 20' 10, 0 20` 3. PLANT SUBSTITUTES MUST BE APPROVED BY LANDSCAPE ARCHITECT. `MULCHED LANDSCAPE SEE DETAIL 13/0-503 4. SEED MIX 1 TO BE SOWED AT 2 LBS MINIMUM ACROSS ENTIRE SEED W - BED, TYP., SEE DETAIL AND PERENNIAL GRASS w w AREA. 12/C-503 SEED MIX TABLE ON t RIM Mx 5 y LOAD 5. SEED MIX 1 TO BE COMBINED WITH 4 LBS. COVER CROP SEE BELOW): � C-17D � 1T,�V. A8�272.63, 18" PVC U�H���I� ( ) CP gN ()- LO SOUTH 5.1. GRAIN OATS (JAN. 1 - AUG. 1), OR 18 1 INV,(C)=272.97, Is°' PVC S 5.2. GRAIN RYE (AUG. 1 - JAN. 1) 1 tiVV(C)=272.97, f2" PVC WV(D)=275-46, 2" CIP, FORCEMAIN 6. PROVIDE TOPSOIL CONFORMING TO THE FOLLOWING: 6.1. ORIGINAL LOAM TOPSOIL, WELL DRAINED HOMOGENEOUS TEXTURE _ G AND OF UNIFORM GRADE, WITHOUT THE ADMIXTURE OF SUBSOIL ♦ v SS MATERIAL AND ENTIRELY FREE OF DENSE MATERIAL, HARDPAN, SOD, ♦ c� CA OR ANY OTHER OBJECTIONABLE FOREIGN MATERIAL. 3 6.2. CONTAINING NOT LESS THAN 4 PERCENT NOR MORE THAN 20 PERCENT ORGANIC MATTER IN THAT PORTION OF A SAMPLE PASSING A 1 /4 INCH SIEVE WHEN DETERMINED BY THE WET A-2 - y_r-: � � A_ 1 �5 L, COMBUSTION METHOD ON A SAMPLE DRIED AT 105 DEGREES C. � � 1 6.3. CONTAINING A PH VALUE WITHIN THE RANGE OF 4.5 TO 7 ON 1 THAT PORTION OF THE SAMPLE WHICH PASSES A 1 /4 INCH SIEVE. 6.4. CONTAINING THE FOLLOWING GRADATIONS: PO CS 1 PO TOPSOIL (PLANTING SOIL) SIEVE DESIGNATION PERCENT PASSING 1 inch 100 a inch 97-100 No. 200 20-65 (of the inch sieve) ` LANDSCAPE LEGEND: ID IE R�- OU� VVE- V! _ i YY� .. CONTRACT LIMIT LINE PLANTING, PO r DETAIL 2 EXISTING WOODLAND EDGE a � . ` \ � � AA PLANT SPECIES .+ PLANT QUANTITY owER SEED ��, i X Xt LAWN/GRASS 70. EE TABLE � � ,=.t.t,,... �1 . EXISTING TREE l TO REMAIN I ` MULCHED LANDSCAPE BED Ln gN �pT� RIVER ROCK LANDSCAPE BED 1 RE B 2� 60 ` , ° / WILDFLOWER SEED MIX = \ 2 O ORNAMENTAL GRASS CP 9 0 SHRUB ' 18„ CONIFEROUS TREE 15 PO n • DECIDUOUS TREE IGQZ" 12 GRANITE BOULDER OQ5 BN - IG 1 1� n is 15 3 , S T - - . M f 9 UN11 F CA 3 pVJE�NG FpM►L� -75.50 ^ 5 BN � 2 knA ° , . , , t - t ` 4oM ° 6 oN FEV / s, �/ _- cC „ PO , METALLIC PING —/ Mull' G r� LOCATION , N N ... ` • � � � 1 A E'2 N 13 -75-50 Type Abbrv. Scientific Name Common Name Size/Form Spacing Trees: AS Acer Soccharum Sugar Maple B&B, 8' Ht. >1.5" Cal. As Shown f - - f -� G G Cy gN Betula negra 'Heritage' Heritage River Birch B&B, 6-8' Ht. As Shown rutI' CA Carpus caroliniana American Hornbeam B&B, 8 Ht. >1.5 Cal. As Shown i CC Cercis conadensis Eastern Redbud B&B 6-8' Ht. As Shown AS 10 1 PO Picea omorika Siberian Spruce B&B, 8' Ht. As Shown 1eit'-' H�4' 3-A QR Quercus x Kindred Spirit Kindred Spirit English Oak B&B, 8' Ht.> 1.5" Cal. As Shown Shrubs: ASPHALT CS Cornus sericea Red Twig Dogwood #15 Pot, 3-4' Ht./Spread 16' O.C. t � 4 IRON PIPE FOUND -y s' PARKING LOT IG Ilex glabra Shamrock Shamrock Inkberry #15 Pot, 2-3 Ht./Spread 5' O.C. JS Juniperus scopulorum 'Wichita Blue' Rocky Mountain Juniper #25 Pot, 3-4' Ht./Spread 4' O.C. Grasses: Gp Carex pensylvanica Pennsylvania Sedge #1 Pot 12" O.C. c < 19 GRANITE BOULDER, Q v TYP., MIN. DIAMETER c % ` 24". SELECTION TO WILDFLOWER SEED c c BE APPROVED BY MIX, SEE TABLE < a ;" , LANDSCAPE THIS SHEET ARCHITECT c c E e c SHRUB 9 TYP., SEE 15/C-503 UNtj M JL NG c Q c F� .c<4a E`. . RIVER ROCK a a DETAIL X, X, FL LANDS APE BED, WI TYP., SEED � � ,✓ MI S 11 /C-503 4 i ` ON C- :: a e .:`:°:'.';•: ��� c°a' WAS c t A F• Af. � c c CC OR 12 SEED MIX #1 "WILDFLOWER SEED MIX" Type % Scientific Name Common Name Seed: 22% Echinacea purpurea Purple Coneflower 18% Rudbeckia hirta Blackeyed Susan 8% Chamaecrista fasciculata Partridge Pea 8% Coreopsis lanceolata Lanceleaf Coreopsis 6% Aster novae-angliae New England Aster 6% Baptisia australis Blue False Indigo 5% Salvia yangii Russian Sage 5% Lespedeza capitato Roundhead Lespedeza 5% Penstemon digitalis Tall White Beardtongue 5% Zizia aurea Golden Alexanders 5% Verbena hastata Blue Vervain 5% Asclepias tuberosa Butterfly Milkweed 3% Senna hebecarpa Wild Senna 3% Pycnanthemum tenuifolium Narrowleaf Mountainmint 2% Monarda fistulosa Wild Bergamont 1% Rudbeckia triloba Browneyed Susan 1% Aster prenanthoides Zigzag Aster 1% Solidago nemoralis Gray Goldenrod 1% Eupotorium perfoliatum Boneset 1% Solidago bicolor White Goldenrod 1% Solidago juncea Early Goldenrod 100% SEED MIX #2 "PERENNIAL GRASS SEED MIX" Type % Scientific Name Common Name Seed: 50% Festuca rubra Chewings Red Fescue 3506 Poo trivialis Bluegrass 15% 1 Agrostis albs Redtop SUBMITTAL / REVISIONS OF P u,Y fie' tiD `1 1 r W W Ur Z v = + ti C7 w� �O07475 Pti ESSI0 THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d Land Surveying, P.C. 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC LANDSCAPE PLAN 1 H2 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROD. No.: MJ 1583.01 DATE: OCTOBER 2022 CA 70 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01-C-170.dwg (Layout: C-170 ) nAtP• Fri Anr 7Fi 9n9A - 1 T9F PM (NAmp- nhnr7a) NOTES: 1V 12.5 MM F3 TOP 1. MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE NEW YORK STATE COURSE, 80 SERIES DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND COMPACTION (TYP.) MATERIALS, DATED MAY 1, 2008, AND ALL ADDENDA THERETO. 2Y 25.0 MM F9 BINDER COURSE, 80 SERIES 2 SUBBASE MATERIAL SHALL CONFORM WITH SECTION 304 - SUBBASE COURSE OF THE ABOVE REFERENCED COMPACTION (TYP.) NYSDOT STANDARD SPECIFICATIONS AND THE TYPE CALLED OUT IN THESE DRAWINGS. 3. ASPHALT PAVEMENT SHALL CONFORM WITH SECTION 400-ASPHALT OF THE ABOVE REFERENCED NYSDOT 12" COMPACTED STANDARD SPECIFICATIONS AND THE TYPE CALLED OUT IN THESE DRAWINGS. ALTHOUGH SECTION 400 IN SUBBASE COURSE ITS ENTIRETY IS REFERENCED, THE ASPHALT PAVEMENT(S) SPECIFIED FOR THIS CONTRACT SHALL BE AS MATERIAL CONFORMING SPECIFIED UNDER SECTION 404 ASPHALT PAVEMENTS FOR MUNICIPALITIES. WITH NYSDOT SUBBASE COURSE TYPE 2. 4. APPLY TACK COAT BETWEEN ALL PAVEMENT LIFTS PRIOR TO PLACING MIXTURE REGARDLESS OF TIME ~//�//�/�//�//\//\/ /\//\//� COMPACTED TO 95% OF \�\�\�\.�\�\� PERIOD BETWEEN LIFTS PER NYS DOT 402-3.\�\�\ DRY DENSITY AS DETERMINED BY THE 5. WHERE IT IS NECESSARY TO PLACE FILL FOR PURPOSES OF BRINGING THE SUBGRADE ELEVATION UP TO A MODIFIED PROCTOR SPECIFIED GRADE, THE FILL MATERIAL PLACED SHALL BE IN CONFORMANCE WITH SECTION 203-EXCAVATION ANALYSIS. AND EMBANKMENT OF THE ABOVE REFERENCED NYSDOT STANDARD SPECIFICATIONS. IRAFI 50OX GOTEXTILE FABRIC OR APPROVED EQUIVALENT 6. PAVEMENT SECTION SHOWN IS PRELIMINARY. PRIOR TO BIDDING AND COMMENCEMENT OF CONSTRUCTION, THE FINAL DESIGN OF THE PAVEMENT SECTION MUST BE PREPARED BY A NYS LICENSED PROFESSIONAL ROOF ROLLED SUBGRADE, OR ENGINEER AND MUST BE BASED ON A CURRENT GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT. COMPACTED SELECT GRANULAR FILL ASPHALT PAVEMENT SECTION SCALE: N.T.S. 20' MAX NOTES: TYPICAL SPACING FOR EXPANSION JOINT 1. MATERIAL AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE NEW 5'MAX 5'MAX 5'MAX 5'MAX YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS, DATED MAY 1, 2008, AND ALL ADDENDA THERETO. 2 ALL CONCRETE SHALL BE 5,000 PSI CONCRETE. CONCRETE MATERIALS, PLACEMENT, AND CONSTRUCTION SHALL CONFORM WITH SECTION 500 OF THE ABOVE REFERENCED NYSDOT EJ CJ CJ CJ EJ STANDARD SPECIFICATIONS. 3. REINFORCING STEEL FOR CONCRETE SHALL CONFORM WITH SECTION 556 - REINFORCING STEEL FOR CONCRETE STRUCTURES OF THE ABOVE REFERENCED NYSDOT STANDARD EJ=EXPANSION JOINT CONTROL JOINTS 5'MAX SPECIFICATIONS AND AS SPECIFICALLY CALLED OUT IN THE DRAWINGS. CJ=CONTROL JOINT O.C. EACH WAY PLAN 4. ALL EXPOSED SURFACED MALL HAVE A BROOM TEXTURED FINISH & TOOLED EDGES. WI TOOL SHALL BE PROVIDE MAX 1-1/2" DE SMOOTH TROWEL. FINISH AT JOINT. 5,000 PSI CONCRETE SIDEWALK, 1.5% CROSS SLOPE 5. EXPANSION JOINTS SHALL BE LOCATED A MAXIMUM OF 20' ON CENTER, OR AS 6x6-W2.9xW2.9 AND 4.5% RUNNING SLOPE INDICATED ON PLANS. PLAN W.W.F. OR AS NOTED ON PLANS FOR WIDTH TOPSOIL' SEED 6. JOINTS SHALL NOT BE SAW CUT. 3'r 3" AND MULCH 7.EXPOSED CONCRETE SURFACES SHALL BE TREATED WITH 'SUREBOND"/"SAFEBOND" N ° _ _ SB-7000 INTENSIFIER BRIGHT PROTECTOR AND SIDEWALK SEALER, OR EQUAL RATE 6' a AND METHOD OF APPLICATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S • • • W_`r�i�i�! w i-i i-l-i.;ice;�i•i�;• • • • • • • • • • • • • • • • • �•• • -• ICI;I:�����;` �;�j`�`�;���.�;�;�;�i�j.'+`�j`. • • �• « • r- «a• • • •- , • -, 421 1. 12 �i��--i�w���l�i�• ''iT�lT�i�!r 1 - �' • a - • • • • SCALE: N.T.S. 44X 2 NOTES: 1. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, TURNING SPACES AND ROADWAYS SHALL BE FLUSH AND FREE FROM ABRUPT VERTICAL CHANGES GREATER THAN r. VERTICAL SURFACE DISCONTINUITIES BETWEEN r AND r SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. THE BEVEL SHALL BE APPLIED ACROSS THE ENTIRE JOINT. VERTICAL SURFACE DISCONTINUITIES SCALE: N.T.S. N 1"MIN 1.5' - 25' 24" 'a00'0'0C *[- - - 0.57 4'-0- MIN. OOME FULL RAMP DOME SPACING PLAN PLAN 0.2" NOTES: 50% TO 60% OF -►f- 1. TACTILE WARNING STRIP SHALL BE ADA BASE DIAMETER COMPLIANT INCLUDING THAT IT SHALL CONTRAST VISUALLY WITH ADJOINING 1" SURFACES. MIN DOME SECTION TACTILE WARNING SCALE N.T.S. 1 2 3/8" � PLAN 'LSUBBASE MATERIAL SAND FILLED GRASS REINFORCEMENT RINGS GROW MIX BELOW RINGS AS SUPPLIED BY MANUFACTURER SAND FILLED REINFORCEMENT RINGS 12' SUBBASE COURSE MATERIAL V v CONFORMING WITH NYSDOT SUBBASE COURSE TYPE 2. COMPACTED TO 95% OF DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR ANALYSIS. PROOF ROLLED SUBGRADER COMPACTED AS STRUCTURAL FILL AS REQUIRED TO BRING SUBBASE TO CORRECT GRADE. NONWOVEN GOTEXTILE FABRIC PER SECTION SPECIFICATION SECTION 310000 NOTES: 1. BASIS OF DESIGN: TRUEGRID PRO PLUS PAVERS WWW.TRUEGRIDPAVER.COM OR APPROVED EQUAL 2 SPECIFICATIONS: UNIT SIZE 24-X24"X1.8", UNIT WEIGHT 4.5 LBS, COLOR: PER OWNER'S SELECTION, RESIN: HDPE 3. PARKING DELINEATOR BOD: TRUEGRID SUPERSPOT GRASS PAVER DETAIL SCALE. N.T.S. EXISTING PAVEMENT NEW PAVEMENT FOR GRADE SEE PLAN FOR GRADE SEE PLAN SCARIFY AND REMOVE EXISTING PAVEMENT SAWCUT EXISTING EQUIVALENT TO & TACK PROPOSED TOP 12" [PAVEMENT COAT ALL EXISTING COURSE THICKNESS SURFACES /�/X/f L2 Iwo Mr <w SAWCUT SUBBASE EXISTING PAVEMENT �1 l 201 k I 10 MATCH EXISTING I SUBBASE, IF GREATER THAN PROPOSED SECTION CONTRACTOR TO VIF SECTION NOTES: 1. APPLY TACK COAT BETWEEN ALL HMA PAVEMENT LIFTS PRIOR TO PLACING HMA MIXTURE REGARDLESS OF TIME PERIOD BETWEEN LIFTS PER NYS DOT 402-3. PAVEMENT TRANSITION S SCALE. N.T.S. EXPANSION JOINT WI PREMOLDED RESILIENT JOINT N FILLER AND SEALANT r-CONTROL JOINT AT & EPDXY GROUT #4 z TRANSITION OF THICKENED BARS 16" LONG AT 24" w SLAB/HAUNCH 1/2" O.C. (MAX.), MIN OF 6' 30' FROM OUTER EDGE OF SIDEWALK d - - 11 4_ °4WD I=I i i I l= EXISTING / PROPOSED I (= FOUNDATION 12" 18WALL "OOF ROLLED SUBGRADE, NOTE: OR SELECT GRANULAR FILL 1. THICKENED (HAUNCH) & ADDITIONALLY REINFORCED CONCRETE SIDEWALK ENDS ARE REQUIRED AT ALL EXISTING/PROPOSED BUILDING ENTRANCES. 2 SEE CONCRETE SIDEWALK DETAIL FOR ADDITIONAL DETAILS & NOTES. CONCRETE SIDEWALK AT BUILDING SCALE: N.T.S. EXPANSION JOINT WITH PREMOLDED RESILIENT JOINT FILLER & SEALANT, AT SIDEWALK 5' 1" 4,000 PSI CONCRETE CURB AVEMENT SECTION a-1�{-i1iiI - OD SUBBASE TO MATCH I { PAVEMENT SECTION I ROLLED rrORSSMI-ECT I ADE, GRANULAR FILL NOTES =1 f=� 11=f 11=1 11=1 11=1 i 1=1 f 1. CONSTRUCTION JOINTS 1 V O.C. MAX AND EXPANSION JOINTS 100' O.C. MAX. 2. CONCRETE CURB SHALL BE INSTALLED IN ACCORDANCE WITH NYSDOT STANDARD SPECIFICATION SECTION 609. 3. PRECAST CONCRETE CURB MAY BE SUBSTITUTED, WHEN ALTERNATE CONSTRUCTION DETAILS ARE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. CAST -IN -PLACE CONCRETE CURB SCALE N.T.S. 5'-5" Ily 2-1/2" I I w I io GRADE 5'-0' t NOTES: 1. BASIS OF DESIGN: KEYSTONE RIDGE "SONANCE" MODEL SN05-7 OR APPROVED EQUAL 2. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. BIKE RACK SCALE N.T.S. iQ CURB, SEE PLANS FOR MATERIALS O2 TACTILE WARNING Q SIDEWALK, SEE PLANS FOR MATERIALS ® BROOM FINISH PERPENDICULAR TO SLOPE It @ r MAX VERTICAL ELEVATION CHANGE - -- v 000 1 '+ Y 00000 0 0 Y 0000 00000 00000 �- V \ Y OO r�LAWN Y 5 1 �- CURB RAMP - DROP CURB TYPE A J SCALE: N.T.S. Q CURB, SEE PLANS FOR MATERIALS O2 TACTILE WARNING Q SIDEWALK, SEE PLANS FOR MATERIALS ® BROOM FINISH PERPENDICULAR TO SLOPE QS r MAX VERTICAL ELEVATION 6� CHANGE 4 CURB RAMP - DROP CURB TYPE B SCALE N.T.S. REFER TO CURB DETAIL FOR SPECIFIC INSTALLATION REQUIREMENTS SAWCUT EXISTING PAVEMENT IN STRAIGHT UNES. TACK COAT VERTICAL FACE FOR NEW PAVEMENT INSTALL r-EXISTING ASPHALT PAVEMENT SECTION 1.5" ASPHALT TOP COURSE PLUS-' CLASS "A" CONCRETE TO MATCH DEPTH OF EXISTING PAVEMENT WITH TYPE 2 SUBBASE TO MATCH DEPTH OF EXISTING ROAD SUBBASE. CURB INSTALLATION SAT EXISTING PAVEMENT SCALE. N.T.S. PAINTED PRANG UNIT LOWERED BY TURNING STANDARD FIRE HYDRANT NUT WITH A WRENCH COLOR PAINTED YELLOW OR PER Q OWNER'S REPRESENTATIVE CV STANDARD STANDARD OF QUALITY- " MAXIFO RCE COLLAPSIBLE o BOLLARD -STANDARD WRENCH, ma STYLE 1 HEAD, UNIVERSAL BASE MODEL NUMBER: MC-SW-SSI-U MANUFACTURED BY. BLUE EMBER TECHNOLOGIES LLC OR C. APPROVED EQUIVALENT UNIVERSAL BASE 10"X10" PLATE p FINISH GRADE NOTE: 1. UNIT o ��~\3 5/8 RCLEARANCE ONCE COLLAPSED. OD 30 m f\ UNDISTURBED EARTH 1COLLAPSIBLE BOLLARD SCALE: N.T.S. NYSDOT ACTIVE RESERVED PARKING o M i R7-8 M� R7-1 d ti 4' WIDE TYPE "LS- CROSSWALK BLUE SEE DETAIL THIS SHEET PAINTED z PARKING 00 °D � r STOP SIGN (MUTCD R1-1) STRIPES N SEE SHEET C-120 NYSDOT ACTIVE a HANDICAP rc1ril SYMBOL UNE 4" WIDE WHITE PAINTED PARKING STRIPES SOUR WHITE PAINTED (BLUE) U 91 u STRIPE f' 9' 9' �l 2' CLEAR VAN ACCESSIBLE STANDARD PARKING FROM CURB NOTES: PARKING STRIPING STRIPING ESTOP BAR CONFIGURATION 1. ALL DIMENSIONS SHALL BE IN ACCORDANCE WITH ADAAG 2010 SCALE. N.T.S. 6" -18" 20' -30" FASTEN SIGN 15" -24" m WITH MIN OF A (2) 1 /4" DIA. it LOCK BOLTS to =1 N (SIGN VARIES) io SEE SIGN SCHEDULE (02 FASTEN SIGN WITH OD MIN OF (6) 1 /4" GALV. STEEL DIA. LOCK BOLTS z "U" SECTION 1AIML1'7 0Aoc POST 3" ORE. I - I�~/��J tO 1 /4'x8"x24" 1/ io STEEL PLATE GALV. STEEL "U' (WELDED) SECTION POST Li WITH OUT Z-BARS SINGLE POST SIGN MOUNTING DETAIL SCALE: N.T.S. FRONT ELEVATION VINYL FENCE SCALE N.T.S. SUPPLEMENTED BY THE 2020 BUILDING CODE OF NEW YORK STATE. 2. PAVEMENT SLOPES IN THE ACCESSIBLE SPACE AND AISLE SHALL NOT EXCEED 1.5% IN ANY DIRECTION. 3. SEE SHEET C-120 FOR SIGN FACE INFORMATION. SPARKING STALL STRIPING SCALE: N.T.S. I 6'-O' DGE OF PAVEMENT �I r I 4' 1' TYP--� I -- NOTE: 1. ALL CROSS WALK STRIPING SHALL BE WHITE ;TYPE LS CROSSWALK SCALE: N.T.S. FRONT ELEVATION USE S.S. SECURITY SCREW Y" (TORX CENTER PIN HEAD) AT BASE 6' • • a r • - r r • l r SCALE N.T.S. MIN. �Yp ASPHALT PAVEMENT, SEE DETAIL THIS SHEET A-9 f:[01*13 1. 1. BASIS OF DESIGN: ILLUSIONS V300 VINYL FENCE OR APPROVED EQUAL 2. 2. INSTALL FENCING ACCORDING TO MANUFACTURER'S SPECIFICATIONS 3. COORDINATE COLOR WITH OWNER'S REPRESENTATIVE A B C D H(FT) INCHES INCHES INCHES INCHES 6 1 108 34 1 61 1 72 i LrT•r ST EMBENDED IN 1 I 12" DIA. 4000 PSI �I t I - a FOUNDATION LJ q a d T FOUNDATION SECTION 7'-0' 70 n!A ury r /uu.Il _ '..... FOR #5 REBAR PLAN VIEW ------- (4)#3 REBARS GRADE 40� NOTE: 2" MIN. STEEL M BBASE E 2 4 " USE 3000 PSI MIN. SECTION A -A CONCRETE, �4" AGGREGATE CONCRETE WHEEL STOP SCALE: N.T.S. SUBMITTAL /REVISIONS tiOF R'3' 1.D_ P r ,x� �' n ti 07475N v THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d ' Land Surveying 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC TYPICAL SITE DETAILS 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ_ MANAGER: WIL CHIEF DESIGNER: WIL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ 1583.01 DATE: OCTOBER 2022 C=500 File Name: F:1NIJ1583WJ1583.01 182 Excelsior Avenue\W1583.01_C-500.dwg (Layout: C-500 ) nntp. Fri Anr 99 7n9A - 19-?A PM (Nmmp- nhnr7n) IN LAWN AREAS IN PAVED AREAS LAWN RESTORATION, SEE DETAIL 10/0-503� U �%/\ %/;%/ co z \\/i�� t? TREK \ ///UNDISTURBED MATERIAL w BACKFILL (SEE \ ETECTABLE w NOTE 1 & 2) �// y/ �i WARNING (SEE \/ NOTE 4) a > J�( _ - TRENCH BACKFILL ENOTE1 &2) Xz 00 a_ z /_- :--- i PIPE BEDDING a : : =--: = _ - _ __ =_ _ _ _ AND PIPE ZONE �% BACKFILL, NO 1 w�. 4- -_ -;_ -__-_- \j & 2 STONE W=D+24' NOTES: I - - 1. PIPE BEDDING & PIPE ZONE BACKFILL SHALL BE A NATURAL RUN -OF -BANK (R.O.B.) SAND OR A MIXTURE OF CRUSHED STONE AND GRAVEL, FREE OF SOFT, NONDURABLE PARTICLES, ORGANIC MATERIALS AND ELONGATED PARTICLES, AND SHALL BE WELL GRADED FROM FINE TO COARSE PARTICLES. BEDDING GRADATIONS MALL BE APPROVED BY THE ENGINEER AND SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS: EVE DESIGNATION % PASSING 3/4- 100% NO. 40 0-70% NO. 200 0-10% 2. ON -SITE EXCAVATED TRENCH MATERIAL MAY BE USED FOR TRENCH BACKFILL IF MEETING THE REQUIREMENTS OF SELECT FILL MATERIAL. 3. D=OUTSIDE PIPE DIAMETER. 4. PLACE DETECTABLE WARNING TAPE 6" BELOW SUBBASE IN PAVED AREAS AND 12" BELOW FINISHED GRADE IN LAWN OR LANDSCAPING AREAS. 5. TRENCHING SHALL BE IMPLEMENTED IN ACCORDANCE WITH O.S.H.A. STANDARDS. 6. THE MINIMUM DEPTH TO TOP OF UTILITY PIPE SHALL BE: POTABLE WATER: V-0", SANITARY SEWER: 4'-0% STORM SEWER: 2'-0" 7. COMPACT EACH LAYER OF FILL AND BACKFILL FOR THE FOLLOWING AREA CLASSIFICATIONS TO THE PERCENTAGE OF MAXIMUM DENSITY SPECIFIED BELOW AND AT A MOISTURE CONTENT SUITABLE TO OBTAIN THE REQUIRED DENSITIES, BUT AT NOT LESS THAN THREE PERCENT DRIER OR MORE THAN TWO PERCENT WETTER THAN THE OPTIMUM CONTENT AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR). PIPE BEDDING AND PIPE ZONE BACKFIL U 95% TRENCH BACKFILL BELOW PAVEMENT OR WALKS: 95% TRENCH BACKFILL BELOW LANDSCAPED AREAS: 90% PIPE TRENCH AND BEDDING SCALE: N.T.S. CAST IRON COVER MARKED 'WATER', OPEN LEFT ARROW, AND 'OPEN" FINISHED GRADE FINISHED GRADE IN 1 IN PAVED AREAS LANDSCAPED AREAS 6' TOPSOIL VALVE BOX (TELESCOPIC PATTERN) z_ 6" MUELLER R/W GATE ;o VALVE MJ RESTRAINING GLAND (TYP) DIP WATER MAIN r (TYP BOTH SIDES) : =-- ---------- VCRUSH 12"X12" 3000 P.S.I. CONCRETS STONE PIPE E BEARING BLOCK 6" THICK Mai. BEDDING (SEE NOTE 5) NOTES: 1. PROVIDE CONTINUOUS AWG NO. 11 STAINLESS STEEL TRACER WIRE, AS SPECIFIED. 2. TOPS OF THE VALVE BOXES SHALL BE SET FLUSH WITH GRADE IN PAVED AREAS AND SET 1" ABOVE GRADE IN GRASSED AREAS. 3. WATER VALVE OPENING DIRECTION SHALL BE RIGHT PER CITY STANDARDS. EACH SHALL HAVE A 2-INCH OPERATING NUT AND HAVE STAINLESS STEEL HARDWARE. 4. MINIMUM DISTANCE TO JOINTS, FITTINGS, OR OTHER WET TAPS OR STOPS SHALL BE 3-FEET. TYPICAL UNDERGROUND GATE VALVE FOR DIP WATER MAIN SCALE N.T.S. VALVE BOX (TELESCOPIC PATTERN) -MJ GATE VALVE, OPEN RIGHT PER CITY STANDARD TEMPORARY CAP OR PLUG BY OTHERS DUCTILE IRON SERVICE PIPE SCALE. N.T.S. 60 KSI THREADED TYPE A BLOCKING FOR REQUIRED BEARING AREAS & DIMENSIONS ROD SIZE AND 11 & 22 ' VERT BENDS FOR CONCRETE THRUST BLOCKS EMBEDMENT ER IDE DEPTH G w 0 B w -. PIPE TEE (see note 5) 90' W BEND 45' (1) BEND 224 (4) BEND 11-� (A) BEND Z w w (n O Y ] U �.-. 8 w SIZE DUCTILE = mw I," 4 �,� a a N Ir 12 (IN.) AREA Dimen. AREA Dimen. AREA Dimen. AREA Dimen. AREA Dimen. IRON PIPE N z <w- $ w w cv= o 0 sq.ft. D x L ft. D x L sq.ft. D x L sq.ft D x L sq.ft. D x L o w m O �, cn v Z GRAVITY CONCRETE a s $ o z e v o$- a o THRUST BLOCK X _ c� 6 3.2 1.5x25 4.5 2Ox25 24 1.5x20 1.2 1.Ox1.5 0.6 1.5x1.5 C.Y. MIN Z Q N o o z 8 5.7 2.0 x 3.0 &0 2.0 x 4.0 4.3 2.0 x 2.5 2.2 1.5 x 1.5 1.1 1.0 x 1.5 VERTICAL BEND 11-1/4' 28 3.0 10&12 12.7 3.5x3.5 1&0 4.0x4.5 9.7 2.5x4.0 5.0 2.0x2.5 2.5 1.5x2.0 A 8' 3/4' 1.6 PIPE 22-1/2' 55 3.8 16 50.0 6.0x8.5 50.0 6.0x&5 27.0 5.0x5.5 13.8 3.5x4.0 6.9 2.5x3.0 1 �� 11-1/4' 42 3.5 24 72.0 8.0x9.0 72.0 &0x9.0 39.0 5.0x8.0 20.0 4.0x5.0 10.0 3.0x3.5 10' 22-1/2' 83 4.4 3/4' 1.6 NOTES: 11-1 /4 60 3.9 3/4" 1.6 3000 PS 22-1/2' i18 4.9 7/8' 2 2 1. FOR REQUIRED BEARING AREA DIMENSIONS D & L SEE TABLE. DIMENSIONS OF D & L LENGTH L I A CONC. THRUST OTHER THAN THOSE SHOWN IN THE TABLE MAY BE USED PROVIDED THEY YIELD A BLOCK 11-1/4' 104 4.7 7/8' 2.2 BEARING AREA EQUAL TO OR LARGER THAN THAT REQUIRED. TEE 16' 22-1/2' 205 5.9 1-1/8" 3.7 2. CONCRETE NOT TO OVERLAP ANY JOINT. 11-1/4' 229 6.1 1' 2.9 PIPE 24' 3. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY SIZE 22-1/2' 450 7.7 1-3/8' 5.7 OF THE JOINTING HARDWARE. A TYPE B BLOCKING FOR 45' 4. APPROXIMATE VOLUME OF CONCRETE THRUST BLOCK: V = LD (W+ID)-ID VERTICAL BENDS WHERE: 81 3-wD PS a z V = VOLUME IN CUBIC YARDS L = LENGTH OF BLOCK IN FEET LENGTH L A CONK. 25 oz w `�` _ �.. D = DEPTH OF BLOCK IN FEET W = WIDTH OF BLOCK IN FEET -��;j THRUST BLOCK o w v -D < z $ w ID = INSIDE DIAMETER OF PIPE IN FEET BEND v tY 12 w 0 8 m o �`�,`,,��� L, `` v 5. VALUES FOR TEE ALSO APPLY TO END PLUGS, CAPS, AND TAPPING SLEEVES. NZ ti v wN 00 �' �- z o O " o UNDISTURBED a z $ us a cn o 6. REQUIRED BEARING AREAS ARE DUE TO THRUSTS CAUSED BY 150 PSI WORKING ROCK OR EARTH PRESSURE PLUS 50% (75 PSI) SURGE ALLOWANCE RESULTING IN 225 PSI TOTAL WIDTH AS READ. INTERNAL PRESSURE. NORMAL PIPE DIAMETER USED. 8' 102 4.7 10' 154 5.4 3/4' 1 g 7. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 2000 LBS. PER SQUARE FOOT FOR SAND. DUE TO OTHER SOIL CONDITIONS ENCOUNTERED, 12' 218 6.0 BEARING AREAS MAY BE MODIFIED BY THE ENGINEER. 16' 378 7.2 1-1/8' 3.7 8. IN MUCK, PEAT, OR RECENTLY PLACED FILL ALL THRUST SHALL BE RESISTED BY PILES STAEP NDARD 24" 832 9.4 1-3/8" 5,7 OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH UNSTABLE MATERIAL STANDARD AND REPLACEMENT MATH BALLAST OF SUFFICIENT STABILITY TO RESIST THE THRUSTS. SECTION A -A THRUST BLOCK ALL AS REQUIRED BY THE ENGINEER. SCALE: N.T.S. CAST IRON COVER MARKED "WATER', OPEN LEFT ARROW, AND "OPEN" FINISHED GRADE FINISHED GRADE IN IN PAVED AREAS �1" f I I ICAPED AREAS 6"TOPSOIL VALVE BOX (TELESCOPIC Z PATTERN) " 3/4 NPT TEST PLUG 6' MUELLER R/W SIDEBAR LUG to GATE VALVE (SEE NOTE 1) S.S. TAPPING BUTT FUSED MJ SEE ADAPTER, FULLY PLANS FOR RESTRAINED SIZING WATER EXISTING MAIN WATER MAIN -`'__----------------- CRUSHED STONE 12" X 12" 3,000 PSI PIPE BEDDING, TYP. CONCRETE BEARING BLOCK (SEE NOTE 7) 6" THICK MIN. NOTES: 1. PROVIDE TAPPING SLEEVE, GATE VALVE, AND VALVE BOX WITH MAKE AND MODEL IN ACCORDANCE WITH PROJECT SPECIFICATIONS. 2. PROVIDE CONTINUOUS AWG NO. 11 STAINLESS STEEL TRACER WARE, AS SPECIFIED. 3. SET TOPS OF VALVE BOXES FLUSH WITH GRADE IN PAVED AREAS AND 1" ABOVE GRADE IN GRASSED AREAS. 4. SET WATER VALVE OPENING DIRECTION PER CLIENT PREFERENCE. PROVIDE A 2" OPERATING NUT AND STAINLESS STEEL HARDWARE. 5. PERFORM WET TAP OF WATER MAIN UNDER THE SUPERVISION OF THE ENGINEER, AND THE FACILITY HAVING JURISDICTION. 6. SELECT TAPPING SLEEVE TO FIT EXISTING PIPE MATERIAL AND OUTSIDE DIAMETER. 7. THRUST BLOCKING IS REQUIRED WHERE THE BRANCH OF THE TAPPING SLEEVE DOES NOT HAVE RESTRAINED JOINTS. 8. PROVIDE 3' MINIMUM DISTANCE TO JOINTS, FITTINGS, OR OTHER WET TAPS OR STOPS. TAPPING SLEEVE AND VALVE SCALE NTS CLEAN OUT NTH SCREW -IN PLUG GRASS 45' ELBOW w it WYE P 45' ELBOW WYE FLOW OW FLOW IN LINE AT BEND �O NOTES: 1. SEWER PIPE FITTINGS TO BE ASTM D-3033 OR D-3034 SDR-35. 2.170 BE USED FOR GRAVITY PORTION OF SANITARY SYSTEM AS WELL AS THE SANITARY ROOF DRAINAGE SYSTEM. CLEAN OUT - NON TRAFFIC AREAS SCALE: N.T.S. CONCRETE COLLAR, 3,000 PSI SHALLOW CAST IRON VALVE IN UNPAVED AREAS. BOX. COVER MARKED 'SEWER'. 18" COIL WITH CONNECTOR FINISHED GRADE IN AT BARE END OF WIRE LANDSCAPED AREAS . � ; • so .., -. ZZ _I 6" TRENCH BACKFILL MATERIAL o Z CURB BOX (EXTENSION TYPE WITH I ARCH PATTERN BASE, & STATIONARY ROD NTH A MALLEABLE IRON FORK & COPPER PIN) BOXES AS MANUFACTURED II BY E/ONE OR EQUAL 1� f TRACER WIRE SPLICE FLOW HDPE SEWER PIPE, DR11 -- TRACER WIRE SOLID CONCRETE BLOCK C.I. FOOT PIECE AS REQUIRED CURB STOP SHALL BE EjONE ~ 6' MIN. STAINLESS STEEL WITH INTEGRAL CHECK VALVE OR APPROVED PIPE BEDDING MATERIAL EQUIVALENT 111 SANITARY FORCE MAIN CURB STOP SCALE N.T.S. a (n w Ix ow z z W f5 O _D 9XWa X ww 2 w iv SEWER MAIN / PROPERTY LINE, R.O.W., OR EASEMENT LIMIT NISHED GRADE SQUARE CUT VISIBLE PLUMB 2"x4" LOCATION MARKER AT END OF LATERAL I END CAP FOR FUTURE CONNECTION SEE NOTE 1 (TYP.) 2% AND VARIES, 1% MIN. GRADE (1 /4" PER FOOT) (SEE NOTE 2) 45' �--- SECTION A -A 45' BEND 6" SEWER LATERAL (TYP.) PIPE BEDDING (TYP.) SEE DETAIL 1 /C-501 !�:Jjj[-SEWER MAIN -OPTIONAL TEE WHEN SPECIFIED OR ALLOWED BY ENGINEER PROPERTY LINE, - R.O.W., OR EASEMENT LIMIT (TV.) NOTES: - - SEWER LATERALS SHALL BE THE SAME MATERIAL 1. OPTIMUM ANGLE IS 45'. THE AS SEWER MAINS UNLESS ENGINEER MAY CALL FOR OTHERWISE APPROVED BY OTHER ANGLES TO SUIT JOB THE ENGINEER. CONDITIONS.. WYE PLUMB 2%4" LOCATION 2. THE CONTRACTOR SHALL BE MARKER AT END OF RESPONSIBLE FOR INSTALLING LATERAL (TYP.) THE SEWER LATERAL AS A A CONFIGURED AT THE MINIMUM s SLOPE OR STEEPER, AND FOR ESTABLISHING THE ELEVATION 30 4 45' BEND AT THE POINT OF THE CONNECTION. IF EXISTING U- END CAP FOR-/ UTILITIES OR OTHER FEATURES FUTURE CONNECTION PREVENT INSTALLATION IN THAT MANNER. THE ENGINEER SHALL PLAN BE CONSULTED PRIOR TO INSTALLATION. STANDARD SEWER SERVICE CONNECTION SCALE N.T.S. PROPERTY LINE/ ROW LINE NOTE: CURB BOX WITH CAP HDPE / POLY PIPE REQUIRES THE LABELED. -SEWER", TYP. USE OF STAINLESS STEEL INSERT PIPE STIFFENERS FOR ALL PACK 10 STAINLESS STEEL JOINT /COMPRESSION HDD TRACER WIRE, TYP� CONNECTIONS. CONCRETE BLOCK 4'X8"X16', ON 6' MIN BEDDING STONE, TYP 1 !" DR11 LATERAL BRASS PACK JOINT COUPLING X 1 1' M.I.P.T. FOR 1 DIA TO 2 f" DIA MAIN LINE, USE DUCTILE IRON TAPPED SERVICE TEE BY HARCO CORP (PVC). FOR 3' AND LARGER DIA. MAIN LINE, USE FLOW M.J.D.I. TAPPED TEE (PVC), FRiALEN VA ELECTRO-FUSION SADDLE (PE) 10' AND BRASS ADAPTER BUSHING AS NECESSARY. CURB BOX WITH CAP - LABELED, "SEWER', TYP. i STAINLESS STEEL CURB STOP EXTENSION ROD, 18" o MIN, TYP. ;� BRASS OR STAINLESS STEEL ADAPTER/ COUPLING PACK JOINT COUPLIN MATERIAL, WATER WORKS BRASS, 1'' MNPT J WITHIN 5't FROM PUMP CONNECT TO PUMP - DISCHARGE (1:" F.I.P.T.) BRASS OR STAINLESS STEEL ADAPTER/ COUPLING PACK JOINT COUPLING MATERIAL, WATER WORKS BRASS, 1 ' MNPT 1' DR11 1:" MIN. I.D. HDPE LATERAL 200 PSI (MIN) DR-11 (IPS) STAINLESS STEEL VALVE CURB STOP WITH OR APPROVED EQUAL, NOTE: FEMALE PIPE THREADS AND VALVE POSITION INSTALL WITH HORIZONTAL SLACK STOPS (OPEN/CLOSED) WITH INTEGRAL CHECK PACK JOINT COUPLING MATERIAL, VALVE BY E/ONE SEWER SYSTEMS WATER WORKS BRASS, 1' MNPT LOWER PRESSURE SEWER LATERAL SCALE: N.T.S. REQUIRED BEARING AREAS - B(SQFT) FOR BEARING BLOCKS* PIPE SIZE (INCHES) TEE 90- BEND m 22-1 /2' BEND 11-1/4* BEND 3 2.0 2.6 1.5 0.8 0.4 4 2.0 2.8 1.5 0.8 0.4 6 4.2 5.9 3.2 1.6 0.8 8 7.2 10.1 5.5 2.8 1.4 10 10.9 15.4 8.3 4.2 2.1 12 15.4 21.8 11.8 6.0 3.0 14 20.6 29.1 15.8 8.0 4.0 16 26.8 37.9 20.5 10.4 5.2 18 33.6 47.5 25.7 13.1 6.6 20 41.2 58.2 31.5 16.1 8.1 24 58.8 83.1 45.0 229 11.5 `-PEE SIZE 'FACTOR OF SAFETY=1.5 f SOIL BEARING OF 3,000 *BEARING AREA = _ PSF 225 PSI DESIGN (B) - bxh = � � PRESSURE CONCRETE f- b -14 THRUST NOTES: BLOCK BEND 1. THRUST BLOCKS FOR SANITARY FORCE MAIN SHALL BE USED FOR ALL FIELD BENDS. 2. CONCRETE SHALL NOT TO OVERLAP ANY JOINT. 3. THRUST BLOCKS SHALL BE CONFIGURED IN A MANNER THAT DOES NOT INTERFERE WITH REMOVAL OR INSTALLATION OF ANY JOINTING COMPONENTS. 4. FOR REDUCERS, USE MECHANICAL JOINT FITTINGS WITH RETAINER GLANDS. 5. BEARING SURFACE SHALL, WHERE POSSIBLE, BE PLACED AGAINST UNDISTURBED SOIL WHERE THAT IS NOT POSSIBLE, THE FILL BETWEEN THE BEARING SURFACE AND UNDISTURBED SOIL MUST BE COMPACTED TO AT LEAST 90% STANDARD PROCTOR DENSITY. 6. BLOCK HEIGHT (h) SHALL BE EQUAL TO OR LESS THAN ONE-HALF THE TOTAL DEPTH TO THE BOTTOM OF THE BLOCK, (HT), BUT NOT LESS THAN THE PIPE DIAMETER (D). 7. BLOCK HEIGHT (h) SHALL BE ESTABLISHED SUCH THAT THE CALCULATED BLOCK WIDTH (b) VARIES BETWEEN ONE AND TWO TIMES THE HEIGHT. 8. VALUES FOR TEES APPLY TO TEES, END PLUGS, CAPS, AND TAPPING SLEEVES. 9. REQUIRED BEARING AREAS ARE DEVELOPED TO RESIST THRUSTS RESULTING FROM 150 PSI WORKING PRESSURE PLUS 50%(75 PSI) SURGE ALLOWANCE RESULTING IN 225 PSI TOTAL INTERNAL PRESSURE. REQUIRED BEARING AREAS ARE BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 3,000 POUNDS PER SQUARE FOOT. IN RESPONSE TO OTHER SOIL CONDITIONS ENCOUNTERED, BEARING AREAS REQUIRED MAY BE MODIFIED BY THE ENGINEER. BEARING STRENGTH 10. IN MUCK, PEAT, OR RECENTLY PLACED FILL, ALL THRUSTS SHALL BE SOIL SB (LB/SQ FT) RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY MUCK 0 REMOVAL OF SUCH UNSTABLE MATERIAL AND REPLACEMENT WITH SOFT CLAY 1,000 BALLAST OF SUFFICIENT STABILITY TO RESIST THE THRUSTS; ALL SILT 1,500 AS REQUIRED BY THE ENGINEER. SANDY SILT 3,000 SAND 4,000 11. CONCRETE THRUST BLOCK SHALL BE USED ONLY AS ALLOWED BY SANDY CLAY 6,000 THE PROJECT PLANS AND/OR SPECIFICATION. (IF RESTRAINED JOINT HARD CLAY 9,000 PIPE IS TO BE USED SEE MANUFACTURER'S SPECIFICATIONS AND INSTALLATION REQUIREMENTS.) SANITARY SEWER FORCE MAIN THRUST BLOCK FORCE MAIN THRUST BLOCK J SCALE: N.T.S. 4'-6" MIN. SARATOGA STD. MUELLER SUPER CENTURION A-423 WITH 4" STORZ CONNECTION (SEE NOTE 2) E BREAK FLANGE LOWEST PART OF BOLTS TO BE A MIN. 1-1/2" ABOVE F.G. AND A MAX. 8" ABOVE F.G. HYDRANTS SHALL HAVE A MINIMUM CLEARANCE OF SO" FROM BOLLARDS, WALLS, UTILITY POLES AND OTHER OBSTRUCTIONS. POLYETHELENE OR BUILDING PAPER CRUSHED STONE SIZE 1 AND 1A DRAIN 2'-6 MIN. PREFEERED PREFERRED AS FAR AS POSSIBLE AS CLOSE 2'-6" PREFERRED MIN. AS POSSIBLE 1'-6" 5'-0" MAX. FLUSH WITH PAVEMENT OR 'o 1" REVEAL IN i TURF AREAS CURB - FINISHED GRADE 0 La it u� o o�§L4 a af af m VALVE BOX 6" M.J. R.W. W - (TELESCOPIC 01 GATE VALVE 0 PATTERN) (SARATOGA a _ to 3/4" TIE -ROD FOR TD. - SLU z THRUST RESTRAINT MUELLER > (ONE EACH SIDE) AWWA C509) a (SEE NOTE 3) OR RETAINER GLAND A.O.B.E. SEE DETAIL W-4 TIE ROD 0 NOTES: 1. GRINDER PUMP MUST BE AT LEAST 10 FEET FROM FOUNDATION. 2. ALL COMPRESSION FITTINGS WILL BE BRASS OR STAINLESS STEEL OR APPROVED EQUAL. 3. ALL CURB STOP EXTENSION RODS SHALL BE STAINLESS STEEL. 4. HDPE/POLY PIPE REQUIRES THE USE OF STAINLESS STEEL INSERT PIPE STIFFENERS FOR ALL PACK JOINT/COMPRESSION CONNECTIONS. 5. STAINLESS STEEL, BRASS OR FUSED DRESSER COUPLINGS TO BE USED WHERE EXISTING LINE IS CUT FOR TEE. 6. ALL FORCEMAIN SANITARY SEWER LINES SHALL BE AT A DEPTH OF 5' OR GREATER. IF LESS THAN 5' LINE SHALL BE INSULATED (SEE SARATOGA CO SEWER DISTRICT NO. 1 TRENCH DETAIL). 7. WHEN CONNECTING TO EXISTING FORCEMAIN, CURB STOP MUST BE PLACED AS CLOSE AS POSSIBLE TO EXISTING FORCEMAIN ND OUTSIDE OF PAVEMENT WITH VALVE BOX. 8. TIE-IN SADDLE TO BE STAINLESS STEEL BANDED TAPPING SLEEVE, BANDED REPAIR SERVICE SADDLE, FULL CIRCLE REPAIR CLAMP FOR TAPPING BY SMITH BLAIR, PIPE FUSING, OR APPROVED EQUAL. 9. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING FLOW. 1/3-2/3 HINGED ALUMINUM LOCKABLE LID / C 1 l\ MUSHROOM VENT----- (FACTORY DRILLED FIELD INSTALLED) ELECTRICAL QUICK DISCONNECT (EQD) LIFTING ROPE (NYLON) INLET GROMMET EPDM (FIELD INSTALLED)__ PROPERLY COMPACT STONE BENEATH PIPE_ INLET `M LOCATION 36` - ANTI SIPHON CHECK VALVE � I�a�+.i s.�la'! �i`Zl��i�.i�1•i.:i :i.�.i�-:ii • STATION NOTE: 1. AN E/ONE REPRESENTATIVE SHALL CHECK OUT INSTALLATION PRIOR TO AND DURING STATION TESTING. E/ONE EQUALIZER STATION TO BE USED WITH AN E/ONE QUAD PANEL, QUAD PROTECT PLUS OR QUAD T260 NOTE: 4" & 6" INLETS ARE EDPM GROMMETS 8' DWV INLET IS A CAST IRON CAULKING HUB 8" DR35 INLET IS A CAST IRON CAULKING HUB AND A FERNCO FITTING BULKHEAD (FACTORY INSTALLED) ----CABLE CONNECTOR (FIELD INSTALLED) SUPPLY CABLE `COD' _ 6 CONDUCTOR, _-- _ TYPE TC DIRECT BURY FLEXIBLE ±,`' --. DISCHARGE HOSE - DISCHARGE SLIDE FACE = QUICK DISCONNECT QUAD DISCHARGE MANIFOLD (316 SS) 12" FEMALE NPT _-- (FACTORY INSTALLED) 5 OFF 25" 308 gal 17" 13" 209 gal 160 gal �f- fil VOLUMES SHOWN ARE FOR 060" COMPACTED CRUSHED STONE, MIX OF NO. 1 AND 2 STONE TO SPRING LINE OF HIGHEST PIPE UNDISTURBED SUBGRADE ANTI -FLOTATION COLLAR STATION DIA. STATION STATION STATION NET NET CONCRETE CONCRETE CONCRETE MODEL TYPE MATERIAL (IN.) HEIGHT WEIGHT VOL. BUOYANT DIA. (in.) VOL. (CF) WEIGHT (CF) FORCE (Ib.) FORCEAST AIb.) 96x60 QUAD FIBERGLASS 60 96 947 157.08 8854 9233 81 13.5 2018.7 PAINT SCHEDULE: COLOR OF SIZE OF BONNET AND COLOR OF MAIN CONNECTOR COVERS BARREL 4" RED YELLOW C11 6" BLUE YELLOW 8" GREEN, FOREST YELLOW 10" BROWN YELLOW 12" GRAY, BATTLESHIP YELLOW 14" GREEN, LIGHT YELLOW 16" ORANGE YELLOW 20" BLACK YELLOW 24" YELLOW YELLOW NOTES: 1. MAINS SHALL BE CLASS 52 DIP AND VALVED TO INSURE THAT WATER FLOW IS NOT z INTERRUPTED TO MORE THAN TWO HYDRANTS AT ANY GIVEN TIME. in 2. HYDRANTS SHALL BE MUELLER SUPER CENTURION A-423. THEY SHALL MEET THE STANDARDS OF MUELLER "SARATOGA MAIN HYDRANT- HAVING 5-1/4" VALVE OPENING, TWO 2-1/2- HOSE NOZZLES WITH NATIONAL STANDARD THREADS, AND ONE 4" STORTZ CONCRETE THRUST QUICK -RELEASE CONNECTION. ALL HYDRANTS BLOCK. 3,000 p.s.i. \ SHALL HAVE 6" MECHANICAL JOINT INLET (NOT REQ'D IF R.G. ._ ,.'.::•'.,`'- CONNECTIONS, A 7/8' SQUARE SHAPED Oft TIE RODS ARE BEDDING, PIPE ZONE M.J. CONCRETE THRUST OPERATING NUT -OPEN RIGHT. ALL USED) BACKFILL TYPICAL TO ANCHORING BLOCK. 3,000 p_s.i. TRENCH DETAIL REQ'D. TEE BLOC HYDRANTS SHALL MEET ALL AWWA SPECIFICATIONS FOR 150 PSI WORKING NOTES (CONT.): PRESSURE AND 300 PSI TEST PRESSURE. 3. ALL VALVES SHALL BE MUELLER MECHANICAL JOINT, RESILIENT WEDGE GATE VALVES AS PER AWWA REQUIREMENTS FOR A 250 SPI WORKING PRESSURE, NON -RISING STEM, NTH A 2" SQUARE OPERATING NUT - OPEN RIGHT-SARATOGA STANDARD- WITH A CAST ARROW TO INDICATE DIRECTION OF OPENING. 4. PROVIDE LOCKING VALVE DROP LIDS ON VALVE BOXES SERVING PRIVATE DOMESTIC, FIRE/SPRINKLER, AND OTHER PROVE FEEDS. HYDRANT SCALE: N.T.S. E-ONE W SERIES QUAD GRINDER PUMP SCALE: N.T.S. z M iU TERMINAL BLOCKS LOCATOR 15"x15" CONCRETE COLLAR, STATION 3,000 PSI IN UNPAVED AREAS GRASS NOTE: LOCATE STATION iv OVER PIPE AND OUTSIDE OF EXISTING OR PROPOSED PAVEMENT L - -` , COIL WITH 18" SLACK 2 1 /2' DIA. PIPE c L i4RECAST 12- SQ. SOLID o LOCATOR �� CONCRETE TRACER STATION WIRE - BEARING PIPE CONDUIT - - - -5 BLOCK MIN 4' I CONNECTED TO THICK o LOCATOR C` STATION UNDERGROUND/ ) z STRAP PIPE CONDUIT /FLUSH MOUNTED \ TO INSIDE MANHOLE WALL W/ 20 GA.xl" a S.S. STRAPS AND 2-1/4" S.S. ANCHORS, WASHERS AND NUTS TRACER WIRE 1" PIPE SLEEVE INSIDE STRUCTURE ROUGH MANHOLE WALL LOCATOR STATION SCALE: N.T.S. GREEN SPRINGS CAPITAL GROUP LLC SUBMITTAL / REVISIONS OF l�u,y CQ� ti'D. P9 o, ti 1 1 THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE Engineering a n d No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL x` W Z 2 `, ti - C7 UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A Land Surveying, r . C . P.C. TYPICAL SITE DETAILS DESIGNED BY: AB DRAWN BY: AB VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR CHECKED BY: WL p74751 vw �OFESSIO�� REGULATIONS AND IS A CLASS "A" MISDEMEANOR. 1533 Crescent Road - Clifton Park, NY 12065 1 S2 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ1583.01 DATE: OCTOBER 2022 c=5oI File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue1MJ1583.01_C-500.dwg (Layout: C-501 ) (later- Fri Anr 7R 9n9A - 17.7R PM (Nlamp- nhnr7nl STORM SEWER PIPE (SEE - PLANS FOR INVERTS, DIA. AND LOCATION) FIRST COUPLER TO BE 18" MIN FROM WALL OR BE ENCASED IN FLOWABLE FILL 5'-0* DIA. MIN STOR / MANHOLE OR AS SPECIFIED ON PLANS °<. STORM SEWER TO EXTEND INTO MANHOLE, MAX OF 2- COVER MODEL 1322A BY E.J. 30- DIA ROUND FRAME AN � CO. (REFER TO PLANS FOR ; RIM ELEVATION) CORED OR FORMED OPENING FILLED WITH 30" DIA ROUND FRAME AND NON -SHRINK GROUT. COVER MODEL 1322A BY E.J. CO. (REFER TO PLANS FOR RIM ELEVATION) ° NON -SHRINK GROUT PLAN FINISHED SURFACE GRADE MORTAR MANHOLE FRAME TO BE (REFER TO PLANS) SET IN PORTLAND CEMENT \, MORTAR. GRADE RINGS USED TO ADJUST COVER-�= TO REQUIRED ELEVATION = z 4 0 OPENING SIZE RECAST TOP EQUAL TO GRATE SLAB (ASTM C-478) OR COVER SPECIFIED 1 1 /2" BUM ROPE AS PRIMARY JOINT SEALER RECAST CONCRETE RISER UNDERDRAI a CONNECTION (WHEN = ,' - - (ASTM C-478) AND WHERE SHOWN COMPACTED SELECT FILL ON PLANS) _ _'. __{ _ ` 6' a TO BOTTOM OF PAVEMENT MIN• SUBGRADE ~` 5'-0" DIA MIN -_ ORED OR FORMED POLYPROPYLENE- d OR AS SPECIFIED ON y OPENING FILLED WITH MANHOLE STEPS PLANS _ NON -SHRINK GROUT. APPLY WATERPROOFING INSIDE AND OUT OVER GROUTED OPENING. PRECAST CONCRETE EXTEND WATER PROOFING MANHOLE (ASTM _`: ,-: - 12 INCHES BEYOND CORE. C-478) hMN•, _ - COMPACTED CRUSHED-' STONE, MIX OF NO. 1 AND 2 STONE TO ROPERLY COMPACT SPRING LINE OF STONE BENEATH PIPE HIGHEST PIPE ° °D -UNDISTURBED UBGRADE SECTION NOTES: 1. ALL PRECAST CONSTRUCTION IN ACCORDANCE W/ASTM C478. 2. MANHOLE SHALL BE PRECAST CONCRETE DESIGNED FOR H-20 VEHICULAR LOADING. 3. FRAME AND COVER SHALL BE DESIGNED FOR H-20 VEHICULAR LOADING. 4. CONCRETE MANHOLE LID CLEAR OPENING DIMENSION MUST MATCH FRAME AND COVER CLEAR OPENING DIMENSION. 5. STRUCTURES HAVING A DEPTH GREATER THAN 48" FROM FINISHED SURFACE TO THE FLOOR OF THE CONCRETE BASE SHALL BE PROVIDED WITH STEPS. 6. BACKFILL USING SELECT BACKFILL, COMPACTED IN 6" LIFTS. 7. SUMPS SHALL BE 12". 8. ECCENTRIC CONE TOP CAN BE USED FOR MANHOLES DEPTH GREATER THAT 7 FEET. 1STORM SEWER MANHOLE SCALE: N.T.S. HINGED GRATE COVER FOR EASY ACCESS M�- in 13 1/2" 1 /2" �C= C== OO = OO � C� C== m STORM SEWER (TYP.) SEE PLANS FOR SIZE AND INVERT ► OTES: 1. CASTINGS RATED STANDARD HS20-44 LOADING 2. MATERIAL SHALL CONFORM TO ASTM A48-CLASS 30B 3. PAINT: CASTINGS TO BE FURNISHED WITH A BLACK PAINT 4. DRAIN BASIN BY NYLOPLAST OR APPROVED EQUIVALENT 5. DRAIN AREA = 62.7 SQ. INCH PVC AREA DRAIN SCALE: N.T.S. ^' ^T IRON HS20-44 :D GRATE PN#1299CGS ILOPLAST-ADS OR LOVED EQUIVALENT 1NISHED GRADE IACKFILL >TRUCTURE WITH ELECTED FILL �NYSDOT NO. 2 CRUSHED STONE BEDDING STORM SEWER PIPE (SEES PLANS FOR INVERTS, DIA. AND LOCATION) FIRST COUPLER TO BE 18" MIN FROM WALL OR BE ENCASED IN FLOWABLE FILL Fiff-F FRAME/GRATE: E.J. CO. MODEL V4880 ASSEMBLY. I MUST SPECIFY GRATE TO -\ BE ADA, BIKE SAFE OR STANDARD STORM SEWER TO EXTEND INTO MANHOLE, MAX OF 2" (ICORED OR FORMED OPENING FILLED WITH NON -SHRINK GROUT. FRAME/GRATE: E.J. CO. MODEL V4880 ASSEMBLY. MUST SPECIFY GRATE TO BE ADA, BIKE SAFE OR r-FINISHED SURFACE GRADE STANDARD f (REFER TO PLANS) NON -SHRINK GROUT MORTAR MANHOLE FRAME TO BE a °- PRECAST TOP SET IN PORTLAND CEMENT ,\ ° SLAB, OPENING MORTAR. GRADE RINGS SIZE EQUAL TO USED TO ADJUST COVER GRATE OR COVER TO REQUIRED ELEVATION :: Y-:` - _ ° _4 -= SPECIFIED UNDERDRAIN CONNECTION (WHEN AND WHERE CORED OR FORMED SHOWN ON PLANS) OPENING FILLED WITH COMPACTED SELECT s- NON -SHRINK GROUT. FILL TO BOTTOM OF 30"X30" MIN APPLY WATERPROOFING PAVEMENT SUBGRADE-- - OR AS SPECIFIED ON _ + INSIDE AND OUT OVER ° PRECAST CONCRETE __=t-;=-=L PLANS _` - '-_ GROUTED OPENING. EXTEND WATER PROOFING MANHOLE (ASTM ; =_= :: C-858) 12 INCHES BEYOND CORE COMPACTED CRUSHED- STONE, MIX OF NO. 1 = a AND 2 STONE TO N SPRING LINE OF HIGHEST PIPE _ = Q '� z z z UNDISTURBED SUBGRADE_\ �yx•�rr•L NOTES: 1. ALL PRECAST CONSTRUCTION IN ACCORDANCE W/ASTM C478. 2. CATCH BASIN SHALL BE PRECAST CONCRETE DESIGNED FOR H-20 VEHICULAR LOADING. 3. FRAME AND GRATE SHALL BE DESIGNED FOR H-20 VEHICULAR LOADING. 4. CONCRETE CATCH BASIN LID CLEAR OPENING DIMENSION MUST MATCH FRAME AND GRATE CLEAR OPENING DIMENSION. 5. STRUCTURES HAVING A DEPTH GREATER THAN 48" FROM FINISHED SURFACE TO THE FLOOR OF THE CONCRETE BASE SHALL BE PROVIDED WITH STEPS. 6. BACKFILL USING SELECT BACKFILL, COMPACTED IN 6" LIFTS. 7. SUMPS SHALL BE 12". STORM CATCH BASIN (SQUARE) - PRECAST 3 SCALE: N.T.S. FINISH GRADE EXISTING FRAME AND GRATE REUSE OR REPLACE EXISTING OR MANHOLE COVER FRAME AND GRATE OR MANHOLE CLASS "A- CONCRETE COVER AS DIRECTED BY PLANS ;z LIMIT FOR REMOVAL OF SEE NOTE 5 EXISTING STRUCTURE I=7 NOTES: 1. ALL CAST -IN -PLACE CONCRETE TO BE CLASS *A.* 2. DRILL AND GROUT #4 BAR DOWELS 12" C-C WITH 6- MIN. EMBEDMENT INTO OLD SURFACES AND NEW CONCRETE. ALL EXISTING CONCRETE SURFACES THAT WILL BE IN CONTACT WITH NEW CONCRETE SHALL BE COATED WITH EPDXY POLYSULFIDE GROUT PER NYSDOT STANDARD SPECIFICATION 721.03. 3. PAYMENT FOR EXCAVATION, PARTIAL STRUCTURE EXCAVATION, CONCRETE GROUT, AND UNCOATED REINFORCING BARS REQUIRED FOR THE ALTERATION OF THE EXISTING STRUCTURES SHALL BE INCLUDED IN THE APPROPRIATE ALTERATION ITEM FOR EACH STRUCTURE. 4. ALL EXISTING MORTAR AND MASONRY ADJUSTMENTS SHALL BE REMOVED PRIOR TO INSTALL CONCRETE ADJUSTMENT RINGS. 5. WHEN THE DEPTH OF THE ALTERATION IS MORE THAN 33-, AND WHEN SOUND EXISTING CONCRETE IS ENCOUNTERED, 12- #4 BARS AT 12# C-C SHALL BE DRILLED AND GROUTED. 6. IF A DRAINAGE STRUCTURE IS SEVERELY DETERIORATED, THE ENTIRE STRUCTURE MAY REQUIRE REPLACEMENT WITH A PRECAST CONCRETE UNIT, ONLY AS APPROVED BY THE ENGINEER. BRAISE EXISTING DRAINAGE STRUCTURE SCALE: N.T.S. SCALE: N.T.S. i� 2'-0" CLEAN -OUT MANHOLE WITH SCREW -IN NEENAH MANHOLE ASSEMBLY PLUG OR EQUAL CATALOG NO. R-7506-E CLASS "A" FRAME AND BOLTED LID OR CONCRETE APPROVED EQUAL GRASSED AREA IN 13" DIA CONCRETE/ASPHALT ACCORDANCE MATH 10" PAVEMENTIN ACCORDANCE PLANS AND DETAILS WITH PLANS AND DETAILS �,y`. 0 a + w U) 10-7/8" DIA. i yf\\f\\�` , � , ,., . t f � , ., ;may \�f%.\\j��%/ �; v�-i f� \`f\'f MAINTAIN FULL SIDEWALK SUBBASE N za THICKNESS UNDER CONCRETE/ASPHALT �J a a 45' ELBOW „ >w O V) WYE ti FLOW 45' ELBOW O AT BEND WYE ti NOTE: 1. PIPE FITTINGS TO BE ASTM FLOW FLOW D-3034 SDR-35 PVC. STORM SEWER CLEANOUT SCALE: N.T.S. IN LINE TERIOR BUILDING WALL 4" x 3" METAL DOWNSPOUT, SIZE TO BE CONFIRMED IN FIELD 4"X3"X12" CAST IRON DOWNSPOUT BOOT WITH INTEGRAL MOUNTING STRAP ZURN 192 OR APPROVED EQUAL. 4-X6" ADAPTER 5'-0- FIN.GRADE - SEE MIN, PLANS FOR SURFACE i EXTERIOR BUILDING WALL -0" 5' ` f MIN. 6" PVC 45' BEND 6" HDPE PIPE, LAID AT SLOPE SPECIFIED ON DOWNSPOUT, �\ PLANS SIZE TO BE CONFIRMED 6" PVC 6" PVC IN FIELD 90' BEND 45' BEND SECTION PLAN BUILDING LEADER ROOF CONNECTION J SCALE: N.T.S. CAST IRON SECURING STRAP 0 0 w (Typ) NOTE: 2" CLEANOUT ACCESS -CA I 1. CLEANOUT ACCESS VARIES. (WHEN REFERENCE "F" DIMENSION SPECIFIED) D IN TABLE. 5"x4" SIZE FIGURE # C D E F 1786-24 2" 1" 7 5/8- 9" 1786-36 3- 1- 7 5/8" 9" DOWNSPOUT BOOT SCALE: N.T.S. DOWNSPOUT -REFER TO EXTERIOR I ARCHITECTURAL PLANS FOR BUILDING EXACT LOCATION AND QUANTITY WALL 24" PRECAST CONCRETE a _ - SPLASH BLOCK CENTERED N ON DOWNSPOUT rLANDSCAPE METAL EDGE ; EXTERIOR ' 24" BUILDING WALL PLAN II III I DOWNSPOUT -REFER TO j ARCHITECTURAL PLANS FOR EXACT LOCATION AND QUANTITY = BUILDINGi" FINISH s 45' iv FLOOR/ BLOCK ELBOW ECAST CONCRETE SPLASH CENTERED ELEVATION ON DOWNSPOUT i z FINISH GRADE (SEE PLANS) M w J = SLOPES AWAY FROM BUILDING SECTION BUILDING DOWNSPOUT (DAYLIGHTED' SCALE: N.T.S. STORM SEWER PIPE (SEE PLANS FOR INVERTS, DIA. 48" DIA. MIN AND LOCATION) FIRST STORM MANHOLE, COUPLER TO BE 18" MIN SEE PLANS FROM WALL OR BE QQOp� ENCASED IN FLOWABLE FILL FRAME E AND ��oOppaO� GSEE NOTE 2 �N CORED OR FORMED OPENING FILLED WITH NON -SHRINK GROUT FRAME AND GRATE, SEE NOTE 2 NON -SHRINK GROUT PLAN MORTAR MANHOLE FRAME TO BE �WQV SET IN PORTLAND CEMENT = SEE{ C-503 MORTAR. GRADE RINGS USED TO ADJUST COVER _¢_- TO REQUIRED ELEVATION N- 71 REFER TO DETENTION POND DETAIL FOR: MIN MATERIAL 48" MIN, - - PRECAST TOP SLAB PRECAST CONCRETE SEE PLANS _- 1 1/2" DOUBLE STRUCTURE, SEE NOTE 1 BUM ROPE AS 5" MIN PRIMARY JOINT SEALER POLYPROPYLENE STEPS, N T D SEE DETAIL THIS SHEET cn PROPERLY COMPACT ° STONE BENEATH PIPE COMPACTED CRUSHED a ° ° ° Q STONE, MIX OF N0. 1 AND d :. z CORED OR FORMED 2 STONE TO SPRING LINE_ II OPENING FILLED WITH OF HIGHEST PIPE z j= NON -SHRINK GROUT. I I APPLY WATERPROOFING ' INSIDE AND OUT OVER UNDISTURBED GROUTED OPENING. SUBGRADE EXTEND WATER PROOFING SECTION 12" BEYOND CORE. NOTES: 1. ALL PRECAST CONSTRUCTION SHALL BE IN ACCORDANCE W/ASTM C890, AND DESIGNED FOR H-20 VEHICULAR LOADING. 2. FRAME AND GRATE SHALL BE EJ CO. MODEL 1040 02/104OZ OR APPROVED EQUAL, DESIGNED FOR H-20 LOADING. 3. PRECAST CONCRETE TOP SLAB CLEAR OPENING DIAMETER MUST BE EQUAL TO OR GREATER THAN FRAME AND GRATE CLEAR OPENING DIAMETER. 4. STRUCTURES HAVING A DEPTH GREATER THAN 60" FROM FINISHED SURFACE TO THE FLOOR OF THE CONCRETE BASE SHALL BE PROVIDED WITH STEPS. 5. BACKFILL USING SELECT BACKFILL, COMPACTED IN 6" LIFTS. 6. SUMPS SHALL BE 12". OUTLET STRUCTURE (BEEHIVE) SCALE: N.T.S. MANHOLE STEP DIMENSIONS MANUFACTURER PATTERN "A" STEP "B" LEG "C" RUNG "D" "E" RUNG NUMBER WIDTH LENGTH CLEAR EMBEDMENT CLEAR M.A. INDUSTRIES, INC.* PS2-PF 14-3/4" 9-1 /4" 13-3/4" 3-3/8" 5-7/8" M.A. INDUSTRIES, INC.* PS2-PFS 14 -3/4- 8-1/4- 13"-3/4" 3-3/8- 4-7/8- *OR APPROVED EQUAL n n = n f 1/2" GRADE -E- 60 STEEL m REINFORCEMENT "A" r _t SECTION C. NOTES: fl--- 1. CAST IN PLACE OR PRESS FIT STEPS ARE ACCEPTABLE. 2. MANHOLE STEP DESIGN AND INSTALLATION SHALL COMPLY WITH ALL OSHA REGULATIONS. COPOLYMER POLYPROPYLENE MANHOLE STEP SCALE: N.T.S. BUILDING EXTERIOR i-ROOF DOWNSPOUT REFER TO PLAN FOR LOCATION [2"-3" DEPTH OF 4"-1" CRUSHED STONE. INSTALL ON TOP OF A LAYER OF LANDSCAPE FABRIC SOIL SECTION LANDSCAPE STEEL EDGING DOWNSPOUT SPLASH AREA SCALE: N.T.S. i•f�f•iii•�'. i#•-#i31#�i� • FIBERGLASS SEPARATION CYLINDER AND INLET TOP SLAB ACCESS (SEE FRAME AND COVER DETAIL) FLOW.. A iL FRAME AND COVER (DIAMETER VARIES) ♦ 1 T !^ INLET PII (MULTIPLE INU PIPES MAY I ACCOMMODATE _13 SEPAR St SOU STORA SUI f 65.0' MAX. PLAN VIEW A -A / TOP SLAB ACCESS MANHOLE STRUCTURE CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGS/RISERS A L A w - > _ 0j _ OUTLET PIPE �E of PERMANENT :T ;U-) POOL ELEV. IE SKIRT a a ' ATION - REEN OD OD = 2' 4" - (711 MM) o = )S 3E APa- SECTION VIEW NOTES: 1. FRAME, COVER AND STRUCTURE SHALL BE DESIGNED TO WITHSTAND H-20 LOADING AND 25% IMPACT. 2. ALL PRECAST CONSTRUCTION SHALL BE IN ACCORDANCE WITH ASTM-C478. 3. REFER TO PLAN FOR INLET AND OUTLET PIPE CONFIGURATION. STRUCTURE TABLE: WATER QUALITY UNIT NO, MODEL FLOW RATE (CFS) GRATE/COVER WQU1 CDS2020 1.10 CFS COVER HYDRODYNAMIC SEPARATOR WQU BIORETENTION SYSTEMS SCALE: N.T.S. SUBMITTAL / REVISIONS tiohNE wY �CQ� y'0. P`q G' r x� W nr�t U�-. Z U, C7 'LI" w� �007475 �v SI FES� THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering n and p Land Surveyingf 1533 Crescent Road - Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC TYPICAL SITE DETAILS 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROJ. No.: MJ 1583.01 DATE: OCTOBER 2022 C=502 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01_C-500.dwg (Layout: C-502 } nntP- Fri Anr 7R 9n9A - 19-97 PM (Names nhnr7n1 PAVEMENT rGRAVEL DIAPHRAGM SECTION TOPSOIL, SEED AND MULCH EMBED LINER INTO SIDE FOR GRASS FILTER STRIP SLOPES FOR ANCHORING 3 MAX _ V 100-YR �1 = EL- 272.59V10-YR = El- 272.50�1-YR = EL- 272.33 - _-_-- �.. IIIIIu111111I11111Nlinulmllllllllllllll 11#�I � • ar -a i i • f WON, -aa -i - �if -f •a_ as •a• a�a�a�a_ a�a�a�a_- PLANTING SOIL MIX SHALL CONFIRM WITH NYSDOT BIORETENTION SOIL, ITEM#208.010322. NOTE: 1. REFER TO BIORETENTION LANDSCAPE PLAN DEVELOPED IN ACCORDANCE WITH SECTION 6.4.5 OF THE NYS STORMWATER MANAGEMENT DESIGN MANUAL BIORETENTION (F-5) SECTION: POND#1 1 SCALE: N.T.S. PAVEMENT GRAVEL DIAPHRAGM SECTION TOPSOIL, SEED AND MULCH EMBED LINER INTO SIDE FOR GRASS FILTER STRIP SLOPES FOR ANCHORING _ MAX V100-YR = EL- 270.6?_V 10-YR = EL" 270.41 1-YR ��Illi�lti�■I��I�l�illl�l H�� � ' 54 • r r - • - • •; wig >I�s� � ���������a,�s��ilp4_w p • * �a/Sa .a �a_ '. �a �a �a �a -tea a �a PLANTING SOIL MIX SHALL CONFIRM WITH NYSDOT BIORETENTION SOIL, ITEM#208.010322. NOTE: 1. REFER TO BIORETENTION LANDSCAPE PLAN DEVELOPED IN ACCORDANCE WITH SECTION 6.4.5 OF THE NYS STORMWATER MANAGEMENT DESIGN MANUAL 1 BIORETENTION (F-5) SECTION: POND#2 SCALE: N.T.S. 3' TOP OF BERM (REFER TO PLANS FOR ELEVATION) `Y TOP OF WEIR (REFER TO EMBED LINER INTO SIDE Na !6 PLANS PLANS FOR ELEVATION) SLOPES FOR ANCHORING - � 15" OF LIGHT RIPRAP PER NYSDOT STANDARD SPECIFICATION SECTION 733.21 r EMBANKMENT FILL \ r 3 MAX A TO CONSTRUCT J�1 y BERM � o MIRAFl 160N NON- WOVEN AARATION FABRIC OR PPROVED EQUIVALENT 1 MI EMBED LINER INTO SIDE SECTION SLOPES FOR ANCHORING s r 2r-Ow Top OF EARTHEN 2 -0 1'-6" 10-0" 1'-6" PLANS FOR RELEVATION) M (REFER 0 BERM io TOP OF WEIR (REFER TO PLANS FOR ELEVATION) Nz MIN_ EMBED LINER INTO SIDE MIRAFl 160N NON-WOVEN/j��/j,,�i' SLOPES FOR ANCHORING, TYP. SEPARATION FABRIC OR EMBANKMENT FILL TO 15" OF LIGHT RIPRAP PER NYSDOT APPROVED EQUIVALENT CONSTRUCT BERM STANDARD SPECIFICATION SECTION 733-21 SECTION %OVERFLOW WEIR SCALE: N.T.S. 24' � -4 36" CLEAN -OUT W/ SQUARE SCREW -IN PLUG, OR EQUAL 'j o =- _ (2) #3 BARS ---= 3" CLEAR (TYP) ROUND COVER MODEL V1610-2 SOLID MONUMENT Box COVER BY E.J. CO. OR APPROVED EQUAL PLAN SECTION %INSPECTION PORT DETAIL SCALE: N.T.S. TRAFFIC RATED VALVE BOX BINDER AND TOP COURSE ASPHALT TO ESTABLISH FINISHED GRADE - NOT IN CONTRACT. * o o PAVEMENT SUBBASE TO ESTABLISH INTERIM GRADE AS PART OF THIS CONTRACT. MAINTAIN FULL SUBBASE THICKNESS UNDER CONCRETE 6" DIA HDPE CLEANOUT EXTENSION -)--HDPE CHAMBER STORMKEEPER SK75 PLASTIC DRAINAGE CHAMBER OR APPROVED EQUIVALENT COMPACTED SELECT GRANULAR FILL IN 12" LIFTS (MAX), TOTAL [NO, 2 WASHED CRUSHED ANGULAR DEPTH AS NEEDED TO TO OBTAIN STONE AROUND AND ABOVE GRADE REQUIRED FOR SUB -BASE CHAMBERS INSTALLED LOOSE (TYP) \�/ "--PLACE A MINIMUM OF 12.5' GEOTEXTILE 12" 51" MIN. FABRIC OVER FOUNDATION STONE FOR TYP SEPARATION/STABILIZATION AND SCOUR " PROTECTION AT ALL CHAMBER ROW 6 ( INLET UNITS SUBSURFACE STORMWATER SYSTEM - SECTION SCALE: N.T.S. 5OLF 8" HDPE 0 0.5% 8" DIA. iv 75.00' CORRUGATED PE 73.00' (10 ROWS) FEADER, TYP. - _ a0 MH1 TF: 273.60 INV IN: 266.25 (OS#2) INV OUT:266.25 (SYS#1) - - 10 n - - 0a CV M 8" DIA. CORRUGATED 4:0 PE MANIFOLD - INV. 266.25 6' DIA. CORRUGATED _ a PE FEADER, TYP. INV: 266.25 6" INSPECTION = PORT, SEE DETAIL SYSTEM INSPECTION REQUIREMENTS: THIS SHEET 1. NOTIFY ENGINEER A MINIMUM OF 48 HOURS PRIOR TO REQUIRED INSPECTIONS. INSPECTIONS SHALL BE PERFORMED BY THE ENGINEER AS FOLLOWS: 1.1. SUBGRADE INSPECTION: • THIS INSPECTION SHALL BE PERFORMED PRIOR TO STONE INSTALLATION ONCE SYSTEM AREA HAS BEEN EXCAVATED TO THE PROPOSED BOTTOM OF STONE ELEVATION. • GENERAL SYSTEM LOCATION, DEPTH AND CONFIGURATION WILL BE CONFIRMED • FALLING HEAD PERMEABILITY TESTS WILL BE PERFORMED AT THE SYSTEM SUBGRADE ELEVATION AS PART OF THE SITE SPECIAL INSPECTIONS. 1.1. FINAL INSPECTION. SUBSURFACE STORMWATER SYSTEM - PLAN SCALE: N.T.S. NOTES: 1. LANDSCAPE FORMS: MODEL" GRETCHEN, BACKED BENCH, 72" LENGTH, SURFACE MOUNT, WOOD, WITH LOOP ARMREST, OR APPROVED EQUAL . 0 6>- _i LOOP ARMRESTS 2-3/4" i I 00 o ;� 1.4 04 WOOD BOARDS ALLUMINUM CASTING FREESTANDING GLIDES V-8" LANDSCAPE BENCH 7 SCALE: N.T.S. IMrLKMLAOLL I-GEOTEXTILE FABRIC AROUND LINER ENTIRE STONE AREA FOR SEPARATION/ STABILIZATION NOTES.- 1. STONE PLACEMENT BETWEEN CHAMBERS ROWS AND AROUND PERIMETER SHALL FOLLOW INSTRUCTIONS AS INDICATED IN THE MOST CURRENT VERSION OF THE MANUFACTURER'S CONSTRUCTION GUIDE. BASIS OF DESIGN IS ADS STORMTECH SC-740 12" 1.1. APPLY EROSION AND SEDIMENT CONTROL MEASURES TO PROTECT THE STORM WATER SYSTEM DURING ALL PHASES OF SITE CONSTRUCTION. 1.2. PLACE A MINIMUM OF 15' GEOTEXTILE FABRIC OVER FOUNDATION STONE FOR SEPARATION/STABIUZATION AND SCOUR PROTECTION AT ALL CHAMBER INLET ROWS, SEE ALSO NYSDOT STANDARD SPECIFICATION SECTION 733-21. 2. RESTORE SOILS PER SOIL DE -COMPACTION CRITERIA PRIOR TO APPLICATION OF TOPSOIL, SEED, AND MULCH. REFER TO THE STORMWATER POLLUTION PREVENTION PLAN. MH#2 _ TF: 274.25 --� INV IN:264.75 (SYSTEM#1) - - INV OUT:264.75 (FESJ2) (Ifi 20OLF 12" HDPE .L A 0.5% I I 12" DIA. CORRUGATED PE FEADER, TYP. INV: 264.75 57 5/8" 4 16 116' VITAL(TM) CLUSTER BOX TYPE III 13 OR 16 BOX UNIT (SHOWN) BY AF FLORENCE MANUFACTURING COMPANY, MODELS 1570-13, 1570-16 OR APPROVED EQUAL. UNIT COLOR SHALL BE BLACK, DARK BROWN, SANDSTONE, OR POSTAL GRAY PEDES-" "" •' ' ^r ,.r,.T. r , rn nrn MANUFA( 301;2" s J u s � n- a :J • 0 s _ e O a � e ❑ s e u e El o� 0 45 0 FRONT ELEVATION SIDE ELEVATION VIEW VIEW (4) J-13 ANCHOR BOLTS; INSTALL PER MANUFACTURERS SPECIFICATIONS, TYP. KIOSK TYP. , ,M 1w F � � 7Yt 7-14I'TYP 2w PEDESTAL BASE BOLT PATTERN AD RECOMMENDATIONS 'h' (THICKNESS) 'W (YYIDTH) 'd' (DEPTH) 4' 4r 47" 5" 44' 44' 6' 42' 4r r 40' 40" 8' 39" 39' PLAN VIEW MAIL KIOSK: CLUSTER BOX TYPE III j SCALE: N.T.S. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 psi AT 28 DAYS, CONTAIN 4%(MIN.) - 6%(MAX.) AIR ENTRAPMENT, AND BE PLACED WITH A 3.5-4.5 SLUMP IN ACCORDANCE TO 301 EXPANSION ANCHOR BOLT RECOMMENDATIONS A. HILTI KNAK BOLT 11 (www.hgti.com) - r DIA. x 5j' LENGTH - GALVANIZED - KB n 12-51Z STAINLESS STEEL MIN. EMBEDMENT IN CONCRETE MUST BE AT LEAST 3 B. ITW RAMSET REDHEAD TURBOLT (www.hftt.com) r DIA. x r LENGTH GALVANIZED MIN. EMBEDMENT IN CONCRETE MUST BE AT LEAST 4r C. RAWL STUD (www.rowl.com) - I" DIA. x 5,' LENGTH GALVANIZED MIN. EMBEDMENT IN CONCRETE MUST BE AT LEAST 4' KOLO (SHORT) 12" x 72" x 518" BASE PLATE Wi (4) 75` DIA. THREADED RODS - (ASTM F1554, GRADE 36) WITH SIMPSON SET-3G ADHESIVE v ti 7 (12.00" EMBED) AT EACH COLUMN 875" HOLES FOR (4) 75" DIA- ? THREADED RODS (ASTM F1554, GRADE 36) WITH SIMPSON SET-3G ADHESIVE jil (12.00- EMBED) DRILL HOLES E AT INSTALLATION MAIL KIOSK: CONCRETE PAD SCALE: N.T.S. PEDESTAL MOUNTING NUT/WASHER .--RUBBER PAD TUBE STEEL COLUMN SEE SHELTER ASSEMBLY DRAWINGS STIFFENER PLATES PER SHELTER ASSEMBLY DRAWINGS 169iffi " COMPACTER GRAVEL OR CRUSED STONE FIRM UNDISTURBED SOIL OR WELL COMPACTED FILL 60 0 •i - ` - d \ d \ d \ d \ \ d \ 745 X 53' +Q BOTTOM i j OF FOOTING EACH WAY d 0 a�.o (3" CLR) o - _ v v DDD_ o _ o _ v_• 16" THICK 3000 PSt D ' D' D ' D _ ', CONCRETE INSIDE LINES - d FOOTING =16" MIN i 4-6" 3000 PSI CONCRETE SLAB Wf #4 © ZNS 418' OC EACH WAY CENTERED IN SLAB KOLO (LONG) KOLO (MEDIUM) v v '_ o _ v - Q (\ ' D_ ti o \� .I d .d .d .. d m n o o M I Q Q Q \ - ` I 1f GENERAL STRUCTURAL NOTES: I I 1- FOOTING CONCRETE STRENGTH = 3000 PSI I' ( 2. REBAR STRENGTH - 60 KSI (ASTM A615, GRADE 60) 3- THREADED RODS = 36 KSI (ASTM F1554, GRADE 36) 4- ADHESIVE - SIMPSON SET 3G- NOTE THAT SPECIAL INSPECTION OF BOLT INSTALLATION IS REQUIRED PER IBC 2015. 5. FOOTING SHALL BE PLACE ON WELL COMPACTED AND FREE DRAINING SOIL. 6. DESIGN PER IBC 2015, RISK CATEGORY 1 SNOW: 60 PSF GROUND SNOW /\ 1) WIND: 105 MPH, EXP- B SEISMIC: DESIGN CATEGORY A-C %BICYCLE RACK FOUNDATION: DERO KOTO SHELTER 74" SHORT STYLE SCALE: N.T.S. 3" MIN. RIVER ROCK CONCRETE SURFACE NON -WOVEN SEE DETAIL 2/C-500\�������\���\���\��\\��\�\\�\\�\\�\\ GEOTEXTILE FABRIC PROOF ROLLED SUBGRADE, OR COMPACTED SELECT GRANULAR FILL RIVER ROCK LANDSCAPE BED / CONCRETE. TYP. SCALE: N.T.S. a 3-4' MULCH WITH PLANTINGS (SEE C-170) w N 6" PLANTING SOIL FF WEED FABRIC PAVED SURFACE GRASS F SEE DETAIL 2/C-500 LANDSCAPE EDGING, COLMET-`-:1-1111I 111 II i I I 1 ENO EDGING "QUICKLOCK" OR APPROVED =I I I (I -IL SUBGRAD'E TO EQUAL, SLEEVES AND STAKES I I -I I-) (- FACE BED _I i II II I Ii DECOMPACTED BE MULCH LANDSCAPE BED /TRANSITION TYP. SCALE: NTS MULCH LAYER TO BE BIODEGRADABLE STRAW MATTING ROLLS. TEMPORARY OR PERMANENT SEED, SEE C-170 FOR PERENNIAL GRASS SEED MIX. III=I I �I { I=III=I � �I I �=� 1 � TOPSOIL: NATURAL FERTILE, AGRICULTURE SOIL CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. DEPTH OF TOPSOIL SHOULD SUSTAIN PERMANENT ROOT GROWTH. 6" DEPTH MINIMUM. SEE C-170 FOR REQUIREMENTS. NOTE: 1. REFER TO THE NEW YORK STATE STORMWATER MANAGEMENT DESIGN MANUAL TABLE 5.2 FOR SOIL RESTORATION REQUIREMENTS. GRASS/LAWN, TYP. SCALE: N.T.S. TREE'S CENTRAL LEADER IS STRAIGHT/PLUMB & TRUE TO FORM; IF CLUMP, (MULTI -STEM) FORM IS STRAIGHT, WELL BALANCED AND PROPORTIONATE; BEST APPEARANCE SHALL BE SET AT ANGLE OF HIGHEST VISIBILITY c� MULCH FREE ZONE: 6" MIN RADIUS �- FOR SHRUBS AND 8' MIN RADIUS FOR TREES/CLUMPS 3" DEEP MULCH LAYER OF SHREDDED WOOD BEYOND MULCH FREE ZONE 3"-4" SAUCER WITH COMPACTED RIM: DIAMETER OF SAUCER AROUND PLANT SHALL BE 3X DIAMETER OF ROOT BALL OR CONTAINER TREE PLANTING, TYP. SCALE: N.T.S. 4" RADIUS FOR MULCH FREE ZONE AROUND ENTIRE ROOT FLARE (1--2- FLARE VISIBLE ABOVE FINISH GRADE) AT BASE OF STEM PLANTING PIT DIAMETER I 2X MIN. ROOT BALL DIA. OR CONTAINER WIDTH SHRUB PLANTING, TYP. SCALE: N.T.S. 3' RADIUS FOR MULCH FREE ZONE AROUND GRASS VEGETATION. 3" DEEP SHREDDED WOOD MULCH BEYOND MULCH FREE ZONE SHALL BE MAINTAINED THROUGHOUT MAINTENANCE PERIOD. REMOVE CONTAINER - PLANTING PIT DIAMETER 2X MIN. CONTAINER WIDTH TOP SOIL (PLANTING SOIL). SEE C-170 FOR REQUIREMENTS --SHRUB IS STRAIGHT AND PLUMB; BEST APPEARANCE SET AT ANGLE OF HIGHEST VISIBILITY 3" DEEP SHREDDED WOOD MULCH BEYOND MULCH FREE ZONE SHALL BE MAINTAINED THROUGHOUT MAINTENANCE PERIOD. ,--B&B (BALLED & BURLAPPED) OR CONTAINER; REMOVE MIN. TOP HALF OF BURLAP LEAVING BOTTOM HALF INTACT 3"-4" SOIL SAUCER TOPSOIL (PLANTING SOIL) AS SPECIFIED ON C-170. "-PLANTING PIT DEPTH / ORNAMENTAL GRASS CLUMP IS STRAIGHT AND PLUMB; BEST APPEARANCE SET AT ANGLE OF HIGHEST VISIBILITY. a TOPSOIL (PLANTING SOIL) AS SPECIFIED ON C-170. - PLANTING PIT DEPTH NO MORE THAN CONTAINER HEIGHT. DO NOT BURY TOP GROWN VEGETATION. ORNAMENTAL GRASS PLANTING, TYP. SCALE: N.T.S. GREEN SPRINGS CAPITAL GROUP LLC SUBMITTAL / REVISIONS OF NEIyY fie` tip' P9 Q' r THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE Engineering a n d No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL r ' '1~ Z v ='f C7 UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A Land Surveying, r P.C.TYPICAL SITE DETAILS DESIGNED BY: AB DRAWN BY: AB w� °7475 - v �CFESS10 VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. - 1533 Crescent Road - Clifton Park, NY 12065 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK CHECKED BY: WL� SCALE: AS SHOWN CONTRACT No.: - MJ PROD. No.: MJ1583.01 DATE: OCTOBER 2022 C=503 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ1583.01-C-500.dwg (Layout: C-503 ) data• Fri Anr 7R gn9A - 19-97 PKA (Names• ahnr7n) SEE NOTE 4 3'-0' rFILTER FABRIC EXIST.-/ io 5: GROUND PROFILE EXIST. GROUND EXIST. PVMT. -MOUNTABLE BERM (OPTIONAL) 0 I o_ /-PAVEMENT 12'-0' MIN. CONSTRUCTION ENTRANCE SPECIFICATIONS: 1. STONE SIZE - USE MIN 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. THICKNESS - NOT LESS THAN 6'. 3. WIDTH - 12 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS, 24' IF SINGLE ENTRANCE TO SITE. 4. LENGTH - NOT LESS THAN 50' (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 5. FILTER FABRIC - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5.1 SLOPES WALL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. STABILIZED CONSTRUCTION ENTRANCE SCALE: N.T.S. 10'-0" MAX. CENTER TO CENrFa i PERSPECTIVE VIEW SILT FENCE WITH POSTS -6" MIN. FENCE OSTS, DRIVEN MIN. i" INTO GROUND HEIGHT OF FILTER 18" MIN. '• MIN. EMBEDMENT MIN. FENCE POST z_ N UNDISTU GROUND EMBED FILTER CLOTH MIN 6" INTO GROUND TAMPED !6 z EXCAVATED TRENCH 4' i BACKFlLL ',ax ffom NOTES: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL "T" OR "U' TYPE OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX. MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY 6" AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIALS REMOVED WHEN 'BULGES" DEVELOP IN THE SILT FENCE. 5. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED 1/4 ACRE PER 100' OF FENCE. 6. SILT FENCE SHALL BE USED WHERE EROSION COULD OCCUR IN THE FORM OF SHEET EROSION. 7. SILT FENCE SHALL NOT BE USED WHEN A CONCENTRATION OF WATER IS FLOWING TO THE BARRIER. ;1SILT FENCE INSTALLATION SCALE: NTS 10 MIL POLYETHYLENE 18 SHEETING VANES -; ALL CONCRETE i I TRUCKS SHALL r WASHOUT HERE 'G of IIt ' BLACK LETTERS ON a o zo WHITE BACKGROUND w ! a �� I m ^ GALVANIZED "U" BALES TO o o CHANNEL POST j a BUTT a a - i Z GRADE Ln�o 0 o a o of w ANCHOR BALES WITH 6 MIN DEPTH WASHOUT SIGN (2) 2"X2"X4' STAKE AGGREGATE PER BALE ALL AROUND PLAN 30"f BINDING WIRE 8' STRAW BALE (TYP) 10 MIL GRADE POLYETHYLENE SHEETING - __ r 6' MIN 6" MIN DEPTH iv z SEASONAL AGGREGATE HIGH o EMBEDMENT ALL AROUND GROUNDWATER (TYP) WOOD STAKE (TYP) TYPICAL SECTION NOTES: 1. CONTAINMENT MUST BE STRUCTURALLY SOUND, LEAK FREE AND CONTAIN ALL LIQUID WASTES. 2. CONTAINMENT DEVICES MUST BE OF SUFFICIENT QUANTITY OR VOLUME TO COMPLETELY CONTAIN THE LIQUID WASTE GENERATED. 3. WASHOUT MUST BE CLEANED OR NEW FACILITIES CONSTRUCTED AND READY TO USE ONCE WASHOUT IS 75% FULL 4. WASHOUT AREA(S) SHALL BE INSTALLED IN A LOCATION EASILY ACCESSIBLE BY CONCRETE TRUCKS. 5. ONE OR MORE AREAS MAY BE INSTALLED ON THE CONSTRUCTION SITE AND MAY BE RELOCATED AS CONSTRUCTION PROGRESSES. 6. WASHOUT SIGN SHALL BE PLACED IN A PROMINENT LOCATION AT WASHOUT AREA 7. REMOVE ACCUMULATION OF SAND AND AGGREGATE AT A MINIMUM OF ONCE A WEEK AND DISPOSE OF PROPERLY. CONCRETE WASHOUT AREA 3 SCALE: NTS PLAN 2"x4" WOODEN STAKES I I EXISTING PROPOSED GRADE BACKFlLL EMBED FILTER CLOTH MIN. 12' INTO GROUND IVI 3617 SILT FENCE OR APPROVED EQUIVALENT CROSS BRACES AS NEEDED 2"X4" FRAME AROUND CREST OF FABRIC 2"x4" WOODEN STAKES FILTER FABRIC FASTEN SECURELY TO STAKES SECTION OD 0l CATCH BASIN STRUCTURE NOTES: 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. 2. CUT FABRIC FROM CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED, OVERLAP TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2'x4" WOOD OR EQUIVALENT, WITH A MINIMUM LENGTH OF 3'. 4. SPACE STAKES EVENLY AROUND INLET 3' APART AND DRIVE MINIMUM 18' DEEP. SPANS GREATER THAN 3' MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFlLLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A 2"x4' WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVERFLOW STABILITY. 7. MAXIMUM DRAINAGE AREA IS 1 ACRE. 8. INLET PROTECTION SMALL REMAIN IN -PLACE UNTIL SITE HAS BEEN STABILIZED. TEMPORARY OUT -OF -PAVEMENT FILTER FABRIC DROP INLET PROTECTION t SCALE: NTS 000111111w'_` - • «- a • a,sls i i gmi: r i • yof *s.�. ■..n MIN \-CATCH BASIN WITH GRATE .4 - SECTION VIEW NOTES: 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR DEWATERING. FOUNDATION SHALL BE 2" MINIMUM BELOW REST OF INLET AND BLOCKS SHALL BE PLACED AGAINST INLET FOR SUPPORT. 2. HARDWARE CLOTH OR 1/2" WIRE MESH SHALL BE PLACED OVER BLOCK OPENINGS TO SUPPORT STONE. 3. USE CLEAN STONE OR GRAVEL 1/2"-3/4" IN DIAMETER PLACED 2' BELOW TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER. 4. FOR STONE STRUCTURES ONLY, A 1 FOOT THICK LAYER OF THE FILTER STONE WILL BE PLACED AGAINST THE GRAVEL AS SHOWN ON THE DRAWINGS. MAXIMUM DRAINAGE AREA 1 ACRE. 5. MAXIMUM DRAINAGE AREA IS 1 ACRE. IN -PAVEMENT STONE AND BLOCK DROP INLET PROTECTION SCALE: NTS SQUARE/RECTANGULAR CURB INLET FILTER CLEAR OPENING MINIMUM BYPASS SIZE FLOW RATE (CFS) SMALLUP TO 64" 2.4 PERIMETER MEDIUM: 97'-120' 3.5 PERIMETER LARGE 121" OR 5.0 GREATER PERIMETER SQUARE/RECTANGULAR INLET FILTER CLEAR OPENING MINIMUM BYPASS SIZE FLOW RATE (CFS) SMALL: UP TO &C 2.4 PERIMETER MEDIUM: 97'-120' 3.5 PERIMETER LARGE 121" OR 5.0 GREATER PERIMETER ROUND INLET FILTER CLEAR OPENING SIZE MINIMUM BYPASS FLOW RATE SMALL: 10"-16' 1.6000 MEDIUM: 17'-24' 2.7000 LARGE 25'-36" 3.8000 WOVEN GEOTEXTILE FILTER BAG WOVEN GEOTEXTILE FILTER BAG = WOVEN GEOTEXTILE FILTER BAG NOTES: 1. BASIS OF DESIGN: ADS "FLEXSTORM CATCH -IT" OR APPROVED EQUAL 2. INSPECTION FILTER AFTER RAIN EVENTS GREATER THAN 1/2" AND AT A MINIMUM OF THREE MONTH INTERVALS. TEMPORARY INLET FILTER J SCALE: N.T.S. SILT FENCE 2 w w � 1 SLOPE OR LESS w w w w w w w y w w w // Pfl �!/ ENTRANCE 24' WADE AN SHALL BE ON UPSLOPE HAY BALES OR SILT FENCE NOTES: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2 HORIZ ON 1 VERT. 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR HAY BALES, THEN STABILIZED WITH VEGETATION OR COVERED. ;1TEMPORARY SOIL STOCKPILE SCALE: NTS EXTEND SILT FENCE TOE OF SLOPE GEOTEXTILE TO MEET EMBANKMENT. SECURE SILT FENCE GEOTEXTILE WITH POST AND BURY SECURED TO WOOD FRAME BOTTOM EDGE. 1.5" X 3.5' (MINIMUM) SOFTWOOD FRAME I Z d ( EXCAVATE TRENCH FOR SILT FENCE PIPE OR END + FABRIC AND SECTION w I , BACKFlLL/COMPACT EXCAVATED EARTH a o I PLACE POSTS ON DOWNSTREAM SIDE o EXISTING OR 5'-0" PROPOSED CULVERT PLAN 1.5' X 3.5" (MINIMUM) SOFTWOOD POST SILT FENCE GEOTEX11LE 1.5 X 3.5 MINIMUM ATTACHED TO WOOD . SAD FRAME POST AND FRAME (- I cD PIPE OR END SECTION FLOW --_y `° i! 1, CO EXCAVATE TRENCH, BURY SILT FENCE FABRIC AND BACKFlLL/COMPACT EXCAVATED EARTH SECTION TEMPORARY INLET PROTECTION SCALE: NTS FILTER SOCK I- I!-I!MI =III=III I I MiII -III=III `_ "-III=I I II III; CATCH BASIN SECTION NOTES: 1. BASIS OF DESIGN: "ULTRATECH 945" BY NATIONAL SAFETY, INC. OR APPROVED EQUAL 2. MEASURES SHALL BE INSPECTED ONCE EVERY SEVEN (7) CALENDAR DAYS. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. 3. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES 1/2 OF THE MEASURE HEIGHT, SEDIMENT SHALL BE DISPOSED OF AS UNSUITABLE MATERIAL 4. MAXIMUM DRAINAGE AREA FOR DRAINAGE STRUCTURE INLET PROTECTION IS 1-ACRE. IN -PAVEMENT TEMPORARY CATCH BASIN GRATE INLET FILTER SCALE: NTS STONE FILLING STONE MEETING- NYSDOT SPECIFICATION SECTION 733-21 (SEE TABLE "A") STONE FILLING STONE MEETING NON-WOVENNYSDOT SPECIFICATIONS SECTIONA, � GEOTEXTNO NOBEDDING 733-21 AROUND PIPE AND END SECTION (SEE TABLE 'A') y ; 0� PROPOSED PIPE AND END SECTION B �'j NOTES: 1. MATERIALS SHALL CONTAIN A SUFFICIENT AMOUNT OF STONES SMALLER THAN THE AVERAGE STONE SIZE TO FILL THE SPACES BETWEEN THE STONES. 2. HEAVIER GRADING OF THIS ITEM MAY BE REQUIRED AS NOTED ON PLAN. / FINISHED \ GRADE 16 I To� -j GEIOTEXTILE FABRIC EDGE KEY DETAIL SIDE SEAM OVERLAP SEE TRENCHING & 5" OVERLAP ANCHORING TOP OF SLOPE TRENCH PROCEDURE NOTES wo TOP OF SLOPE - 6" - - - - WIDE ----------------------------- TO 6- OVERLAP ------------ "-" :-- = ----: -- --.- :-- __ - _ :- - END ROLL OVERLAP - EROSION CONTROL T _ = BLANKET STAPLE 12" O.C. ACROSS THE ENTIRE WIDTH 3'-0" MIN. STAPLE 12" O.C. EXTENSION ACROSS THE ENTIRE WIDTH AT THE SLOPE CHANGE ----------------- NOTE 4 "BOTTOM OF SLOPE TERMINATION" COMPACTED & FINE GRADED TOPSOILED SLOPE, BOTTOM OF SLOPE, SEE TYP. FREE OF RILLS, OBSTRUCTIONS, STONES TERMINATION DETAIL OVER 1" IN SIZE, & FOREIGN OBJECTS. GENERAL NOTES: 1. PREPARE THE TOPSOIL (SEEDBED) FIRST BY RAKING, SHAPING, FINE GRADING, COMPACTING, SEEDING & FERTILIZING THE SLOPES. 2. USE THE TRENCHING & ANCHORING PROCEDURES DETAILED HEREIN TO SECURE ANY EXPOSED MATERIAL ENDS. SECURE ALL PRODUCT OVERLAPS. OVERLAP IN THE DIRECTION OF WATER FLOW, PERPENDICULAR TO THE SLOPE. 3. KEEP EROSION CONTROL BLANKET IN SOLID CONTACT WITH THE TOPSOIL 4. USE THE REQUIRED NUMBER OF STAPLES/STAKES TO SECURELY FASTEN THE EROSION CONTROL BLANKET TO THE SLOPE. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLES/STAKES LENGTHS GREATER THAN 6" MAY BE NECESSARY FOR PROPER SECURING. STAPLE PATTERNS & OVERLAPS ARE DEPENDENT ON SITE CONDITIONS & MANUFACTURER'S REQUIREMENTS. CONTRACTOR SHALL CONSULT WITH MANUFACTURER FOR ACTUAL SITE SPECIFIC REQUIREMENTS. TRENCHING & ANCHORING PROCEDURE NOTES: 1. SIDE SEAM OVERLAP - THE EDGES OF PARALLEL BLANKETS SHALL BE STAPLED WITH A 5" OVERLAP. 2. TOP OF SLOPE TRENCH - BEGIN AT THE TOP OF SLOPE BY ANCHORING THE EROSION CONTROL BLANKET IN A 6" DEEP x 6" WIDE TRENCH WITH A 12" OVERLAP EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR WITH A ROW OF STAPLES/STAKES 12" O.C. IN THE BOTTOM OF THE TRENCH. BACKFlLL & COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO THE COMPACTED SOIL & FOLD THE REMAINING 12" PORTION OF THE EROSION CONTROL BLANKET BACK OVER THE SEED & COMPACTED SOIL SECURE THE EROSION CONTROL BLANKET OVER THE COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED 12" O.C. ACROSS THE ENTIRE WIDTH. 3. END ROLL OVERLAP - CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE SHALL BE PLACED END OVER END (SHINGLE -STYLE) WITH A 6" OVERLAP. STAPLE THRU OVERLAPPED AREAS, 12' APART ACROSS THE ENTIRE WIDTH. 1EROSION CONTROL BLANKET INSTALLATION SCALE: N.T.S. POLYETHYLENE WARNING FENCE VEGETATION PROTECTION FENCE J SCALE: NTS PROPOSED EMBANKMENT STONE FILLING STONE MEETING NYSDOT SPECIFICATIONS SECTION 733-21 (SEE TABLE "A') 00 FINISHED GRADE OR ORIGINAL GROUND o FLOW - La o PROPOSED PIPE END v,. + AND END SECTION SECTION - -� A _WOSTONE FILLING STONE GEOTEXTILE BEDDNONING MEETING NYSDOT SPECIFICATIONS LIMITS OF TRENCH AND ^ CULVERT EXCAVATION SECTION 733-21 (SEE 3 TABLE 'A") SECTION A -A PIPE 3 x D PROPOSED END SECTION STONE FILLING STONE - MEETING NYSDOT GEOTEXTILE- BEDDING (SEE NOTE 3) Z LIMITS OF TRENCH AND CULVERT EXCAVATION (W)=La+D SECTION B-B STONE LINED APRON FOR PIPE OUTLET AT TOE OF SLOPE SCALE: N.T.S. SPECIFICATIONS SECTION 733-21 (SEE TABLE "A") SEE EDGE :' KEY DETAIL UTILITY TRENCH TREE TO BE - - (PRESERVED MAI U ROOT T \ LEADER' I L I T I Y \ I EXIST. TREE ROOTS NOTES: PLAN 1. UTILITY TRENCH SHALL BE DUG USING HAND TOOLS ONLY TO MINIMIZE DAMAGE TO EXIST. TREE ROOT SYSTEM. 2. ROOTS LARGER THAN 1-1/2" SHALL BE PRESERVED WITHIN TRENCH LIMITS. 3. PRUNE DAMAGED ROOTS OR ROOTS 1-1/2" OR SMALLER WITH A CLEAN, STERILIZED BYPASS BLADE TOO.. 4. CONTRACTOR TO BE RESPONSIBLE FOR LOSS OF ANY TREE DUE TO INADEQUATE CONSTRUCTION PRACTICES. TREE ROOT PROTECTION SCALE: N.T.S. STONE APRON SIZING REQUIREMENT TABLE "A" CULVERT APRON APRON APRON MINIMUM MINIMUM OUTLET MINIMUM OUTLET CULVERT SLOPE MATERIAL MATERIAL MATERIAL PER APRON APRON APRON DIA. (D} , % SIZE, SIZE, NYSDOT THICKNESS WID TH d50 (FT) dmax (FT) CLASSIFICATION (IN) (T) (FT) L) (w)(FT) 8", 10", <8 0.75 1.17 UGHT 20 16 17 12' 8-10 1.0 1.50 MEDIUM 27 17 18 <4 1.0 1.5 MEDIUM 27 19 21 18' 4-6 1.0 1.5 MEDIUM 27 22 24 6-8 1.25 1.83 HEAVY 32 23 25 8-10 1.25 1.83 HEAVY 32 25 27 <3 1.0 1.5 MEDIUM 27 24 26 24" 3-4 1.25 1.83 HEAVY 32 27 29 4-8 1 1.5 1.83 HEAVY 32 32 34 SUBMITTAL / REVISIONS OF pEwy C4` �.'Q 4 Q' f r W p � i. r w u, C7 D74751 tiw �OFESSI��A THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE PROFESSIONAL, (I.E.) ARCHITECT FOR AN ARCHITECT, ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS "A" MISDEMEANOR. Engineering a n d Land Surveying, P.C. i533 Crescent Road -Clifton Park, NY 12065 GREEN SPRINGS CAPITAL GROUP LLC TYPICAL SITE DETAILS 182 EXCELSIOR AVENUE SARATOGA SPRINGS NEW YORK No. DATE DESCRIPTION BY REVIEWED BY: DATE PROJ. MANAGER: WL CHIEF DESIGNER: WL DESIGNED BY: AB DRAWN BY: AB CHECKED BY: WL SCALE: AS SHOWN CONTRACT No.: - MJ PROD. No.: MJ1583.01 DATE: OCTOBER 2022 C=504 File Name: F:\MJ1583\MJ1583.01 182 Excelsior Avenue\MJ 1583.01 -C-500.dwg (Layout: C-504 ) r)ata• Fri Anr 99 9n9A - 19-97 PM Mama• nhnr7nl