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Site Plan DrawingsPROJECT LOCATIONGENERAL NOTESPREPARED FORSHEET INDEXZONING STATISTICSPROPERTIES WITHIN 500'3 SONS & HOLLY, LLC28 HOLLY LANETOWN OF 37EENS$7RYWARREN CO7NTY, NY3 SONS AND HOLLY, LLC225 WINTER STREET EXTTROY, NY 12181CONTACT: MICHAEL CAREY, JRPHONE: O 518283531 LINE 237EENS$7RY ZONING: WATERFRONT RESIDENTIAL WRAPA ZONING: MODERATE INTENSITY 7SETAX MAP ID: 2312Ä2Ä51 PRIOR TO COMMENCING ANY WOR-, CONTRACTOR SHALL CONTACT7FPO AND THE PROPER LOCAL A7THORITIES TO CONFIRM THELOCATION OF ALL EXISTING 7TILITIES ANY COSTS INC7RRED $YTHE CONTRACTOR FOR FAIL7RE TO CONTACT THE PROPERA7THORITIES SHALL $E SOLELY THE RESPONSI$ILITY OF THECONTRACTOR2 THE GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONSAND REPORT ANY DISCREPANCY $ETWEEN THE PLANS AND THEFIELD CONDITIONS TO THE OWNER'S REPRESENTATIVE3 CONTRACTOR SHALL VERIFY AND COORDINATE LOCATION OF ALL7TILITIES, INCL7DING $7T NOT LIMITED TO LINES, D7CTS, COND7ITS,SLEEVES, FOOTINGS, ETC, WITH LOCATIONS OF PROPOSED SITEELEMENTS EXCAVATION RE37IRED PROXIMATE TO 7TILITY LINESSHALL $E DONE $Y HAND ANY DAMAGE AND INC7RRED COSTS D7ETO FAIL7RE OF THE CONTRACTOR TO ADHERE TO THESE G7IDELINESSHALL $E THE RESPONSI$ILITY OF THE CONTRACTOR CONTRACTOR SHALL ESTA$LISH PERMANENT $ENCHMAR-S PRIOR TOTHE START OF CONSTR7CTION ALL SECONDARY $ENCHMAR-SSHALL $E LOCATED SO THAT THEY WILL NOT $E DIST7R$ED D7RINGCONSTR7CTION5 LIMITS OF DIST7R$ANCE IS NOTED ON DRAWINGS CONTRACTOR ISRESPONSI$LE FOR ALL DAMAGE D7E TO OPERATIONS INSIDE ANDO7TSIDE THE LIMITS OF DIST7R$ANCE ANY AREAS O7TSIDE THELIMITS OF DIST7R$ANCE THAT ARE DIST7R$ED SHALL $E RESTOREDTO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THEOWNER IF NO LIMITS OF DIST7R$ANCE IS SHOWN, PROPERTY LINESHALL $E THE LIMITS OF DIST7R$ANCE CONTRACTOR SHALL EMPLOY CARE IN SCHED7LING CONSTR7CTIONSO AS TO MAINTAIN EXISTING VEHIC7LAR TRAFFIC PATTERNS ANDMINIMIZE DISR7PTION TO S7RRO7NDING PEDESTRIAN TRAFFICCONTRACTOR SHALL EMPLOY SPECIAL CARE TO PROTECT SAFETY OFPEDESTRIANS INSIDE AND O7TSIDE OF THE LIMITS OF DIST7R$ANCE VARIO7S PERMITS ARE RE37IRED FOR THIS PROJECT IT IS THECONTRACTOR'S RESPONSI$ILITY TO ENS7RE ALL RE37IRED PERMITSFROM ALL J7RISDICTIONS AFFECTED $Y THIS WOR- ARE IN PLACEPRIOR TO CONSTR7CTION8 ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD D7RINGCONSTR7CTION SHALL $E RECORDED $Y THE CONTRACTOR ONASÄ$7ILT DRAWINGS, AS SPECIFIED CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTINGINFRASTR7CT7RE FOR THE D7RATION OF CONSTR7CTIONLÄ000 COVER SHEETLÄ020 EXISTING CONDITIONSLÄ030 DEMOLITION, EROSION AND SEDIMENTCONTROL PLANLÄ110 LAYO7T, MATERIALS, GRADING & DRAINAGEPLANLÄ210 PLANTING & LIGHTING PLANLÄ310 CONSTR7CTION DETAILSFOR APPROVALREVIEW ONLY11/18/20221COVER SHEETLÄ000RE37IREDEXISTINGPROPOSEDMIN LOT SIZE20 ACRES03 ACRES03 ACRESMIN LOT WIDTH15000'1001'1001'MIN ROAD FRONTAGE15000'1001'1001'FRONT YARD SET$AC-3000'123'123'SIDE YARD SET$AC- 12000'218'218'SIDE YARD SET$AC- 22000'233'233'REAR YARD SET$AC-3000'N/AN/ASHORELINE $LDG SET$AC- FROM MHW5000' Ä DETERMINED $YAPA ZONING20' RESIDENCE2830' DEC-20' RESIDENCE300' DEC-251' PATIOMAX $LDG HEIGHT2800'LESS THAN 28' PROPOSED ADDITION: 15'MAX FLOOR AREA RATIO220018802158MIN LOT PERMEA$ILITY5001010DRAWING NOPROJECT NOPROJECT DRAWING TITLEDATE:REVISIONS DATE DESCRIPTION ST7DIO ALANDSCAPE ARCHITECT7RE ENGINEERING, DPCMAILING:PO $OX 22SARATOGA SPRINGS, NY 128OFFICE LOCATION:38 HIGH ROC- AVE, S7ITE 3SARATOGA SPRINGS, NY 128 518 50Ä030IT IS A VIOLATION OF NEW YOR- STATEED7CATION LAW FOR ANY PERSON, 7NLESSTHEY ARE ACTING 7NDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEER,ARCHITECT, LANDSCAPE ARCHITECT, OR LANDS7RVEYOR, TO ALTER ANY ITEM IN ANY WAYIF AN ITEM $EARING THE STAMP OF ALICENSED PROFESSIONAL IS ALTERED, THEALTERING LICENSED PROFESSIONAL SHALLSTAMP THE DOC7MENT AND INCL7DE THENOTATION ALTERED $Y FOLLOWED $Y THEIRSIGNAT7RE, THE DATE OF S7CH ALTERNATION,AND SPECIFIC DESCRIPTION OF THEALTERATION11/1/202222023CAREY RESIDENCE Ä LA-E GEORGE 3 SONS AND HOLLY, LLC 225 WINTER STREET, EXT TROY, NY DRAWINGSNOT FORCONSTRUCTIONDWG OFPREPARED FOR /1 2 28/22 REVISIONS PER CLIENT 8/23/22 PREÄAPPLICATION COMMENTS /2/22 REVISIONS PER CLIENT 10/12/22 PREÄAPPLICATION COMMENTS 11/1/22 ENGINEERING COMMENTS 11/1/22 ZONING $OARD COMMENTSPROJECT LOCATIONLA-E GEORGEPROJECT TEAMLANDSCAPE ARCHITECT/CIVIL ENGINEER:ST7DIO A LANDSCAPE ARCHITECT7RE & ENGINEERING, DPC38 HIGH ROC- AVE, S7ITE 3 ^ PO $OX 22SARATOGA SPRINGS, NY 128CONTACT: -IRSTEN CATELLIER, RLA, MATTHEW H7NTINGTON, PEPHONE: 51850030ARCHITECT:HCP ARCHITECTS302 WASHINGTON AVE EXTAL$ANY, NY 12203CONTACT: $EN NASSIVERAPHONE: 51821801PROPERTIES WITHIN 500'PROPERTIES WITHIN 500' N86°33'50"E 130.11'N08°02'30"W100.16'S86°33'50"W 143.64'S15°37'42"E102.14'EXISTING RESIDENCE, F.F.E. 331.57' EXISTING GARAGE WITH LIVING SPACE ABOVE F.F.E. 334.00' 20' SIDE YARD SETBACK 20' SIDE YARD SETBACK 30' FRONT YARD SETBACK50' SHORELINE SETBACKEXISTING LAWN35' SHORELINE SETBACK 20' SIDE YARD SETBACK 20' SIDE YARD SETBACK PROPERTY LINE EXTENDED PROPERTY LINE EXTENDED EXISTING ASPHALT PARKING AREA EXISTING ROCK MULCH PLANTED AREA EXISTING PAVER WALK EXISTING ASPHALT PARKING AREA EXISTING FIRE PIT AND ON-GRADE PAVERS (78 SQ. FT.) APPROX. LOCATION OF PREVIOUSLY APPROVED NEW SEPTIC SYSTEM EXISTING TREELINE EXISTING STEPPING STONE WALKWAY EXISTING DECKS (352 SQ. FT.) EXISTING U-SHAPED DOCK EXISTING WOOD STEPS TO DOCK EXISTING VEGETATED SHORELINE BUFFER TO REMAIN UNDISTURBED27.18'23.93'28.30' 14.23'100' WELL SETBACK100' WELL SETBACK16.21'NO WELL OBSERVED ON PROPERTY NO WELL OBSERVED ON PROPERTY EXISTING SHED 44.20' EXISTING THREE-SEASON PORCH F.F.E. 331.57' F.F.E. ± 331.00' F.F.E. ± 339.50' LENGTH OF SHORELINE ALONG M.H.W. MARK = ±129' EXISTING UTILITY POLE WITH OVERHEAD ELECTRIC PROPERTY LINE LEGEND EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS APPROXIMATE LOCATION OF EXISTING TREE MEAN HIGH WATER LINE 860 PROPERTY LINE SETBACK SAVE DATE: 11/17/2022 4:31 PMFILE NAME: \\STUDIOA_NAS\Public\Projects\2022 Projects\22023 - Carey Residence - Lake George\DWG\03 SHEETS\22023_EXISTING CONDITIONS.dwgPLOTTED BY: HNOLLDESIGN BY:DRAWN BY:CHECKED BY:############EXISTING CONDITIONSL-0.20 GRAPHIC SCALE 5 10 20010 1 inch = 10 feet north DRAWING NO. PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A LANDSCAPE ARCHITECTURE + ENGINEERING, DPC MAILING: PO BOX 272 SARATOGA SPRINGS, NY 12866 OFFICE LOCATION: 38 HIGH ROCK AVE, SUITE 3 SARATOGA SPRINGS, NY 12866 (518) 450-4030 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. 11/17/2022 22023CAREY RESIDENCE - LAKE GEORGE3 SONS AND HOLLY, LLC225 WINTER STREET, EXT.TROY, NYDRAWINGS NOT FOR CONSTRUCTION DWG OFPREPARED FORDIG SAFE NOTE: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. MAP REFERENCE: MAP OF A TOPOGRAPHIC SURVEY MADE FOR "LOT 1 AND LOT 2 LOT LINE REVISION MAP FOR DONALD AND PATRICIA BLAIS" TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK", PREPARED BY VANDUSEN & STEVES LAND SURVEYORS, DATED MARCH 15, 2004.7/14+26+28/22REVISIONS PER CLIENT8/23/22PRE-APPLICATION COMMENTS9/27/22REVISIONS PER CLIENT10/12/22PRE-APPLICATION COMMENTS11/14/22ENGINEERING COMMENTS11/17/22ZONING BOARD COMMENTS2 6 N86°33'50"E 130.11'N08°02'30"W100.16'S86°33'50"W 143.64'S15°37'42"E102.14'EXISTING RESIDENCE, F.F.E. 331.57' EXISTING GARAGE WITH LIVING SPACE ABOVE TO REMAIN 20' SIDE YARD SETBACK 20' SIDE YARD SETBACK 30' FRONT YARD SETBACK50' SHORELINE SETBACKEXISTING LAWN TO REMAIN 35' SHORELINE SETBACK PROPERTY LINE EXTENDED PROPERTY LINE EXTENDED EXISTING ASPHALT PARKING AREA TO BE REMOVED EXISTING ROCK MULCH PLANTED AREA TO BE REMOVED PORTION EXISTING PAVER WALK TO REMAIN EXISTING ASPHALT PARKING AREA TO REMAIN EXISTING FIRE PIT AND ON-GRADE PAVERS TO REMAIN APPROX. LOCATION OF PREVIOUSLY APPROVED NEW SEPTIC SYSTEM EXISTING STEPPING STONE WALKWAY TO REMAIN EXISTING DECKS TO BE REMOVED SILT FENCE. FOR WINTER CONSTRUCTION, MARK SILT FENCE WITH TALL STAKES THAT ARE VISIBLE ABOVE THE SNOW PACK AND INSTALL TWO ROWS OF SILT FENCE THAT ARE FIVE FEET APART. INSTALL FENCE ALONG CONTOURS. SILT FENCE. FOR WINTER CONSTRUCTION, MARK SILT FENCE WITH TALL STAKES THAT ARE VISIBLE ABOVE THE SNOW PACK AND INSTALL TWO ROWS OF SILT FENCE THAT ARE FIVE FEET APART. INSTALL FENCE ALONG CONTOURS. EXISTING PATH TO LAKE TO BE REMOVED EXISTING PAVERS IN THIS AREA TO BE REMOVED FOR PROPOSED ADDITION LIMITS OF DISTURBANCE (4.016 S.F. TOTAL)100' WELL SETBACK100' WELL SETBACKEXISTING BOAT SHED TO REMAIN EXISTING TREE TO BE PROTECTED, TYP. EXISTING PORCH TO BE REMOVED L-3.10 1 L-3.10 1 L-3.10 2 REMOVE PLANT BED AREA AS NEEDED FOR NEW ADDITION EXISTING CONCRETE WALK AND RETAINING WALL TO REMAIN LIMITS OF DISTURBANCE (4,016 S.F. TOTAL) EXISTING STEPS TO LAKE TO REMAIN EXISTING DOCK TO REMAIN DESIGNATED SNOW STORAGE AREA, TYP. SNOW STORAGE SNOW STORAGE SNOW STORAGE SNOW STORAGE INSTALL SILT FENCE UPGRADIENT FROM PROPOSED RAIN GARDEN L-3.10 1 EXISTING ASPHALT PARKING AREA TO REMIAN PORTION EXISTING PAVER WALK TO BE REMOVED PROPERTY LINE LEGEND EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS SILT FENCE EXISTING TREE TO REMAIN MEAN HIGH WATER LINE 860 PROPERTY LINE SETBACK LIMITS OF DISTURBANCE EXISTING BUILDING TO BE DEMOLISHED/ REMOVED EXISTING SITE ELEMENT TO BE DEMOLISHED/ REMOVED TREE PROTECTION FENCE1. TEMPORARY EROSION CONTROL SHALL BE PROVIDED FOR ALL DISTURBED AREAS IN ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL. THE TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY UNTIL PERMANENT CONTROL MEASURES ARE IN SERVICE. 2. STAGING OF CONSTRUCTION TO FACILITATE EROSION CONTROL SHALL BE REQUIRED. ONLY THOSE AREAS WHERE CONSTRUCTION IS ACTIVELY OCCURRING SHALL REMAIN OPEN AND UNVEGETATED. ALL AREAS THAT ARE NOT WITHIN AN ACTIVE CONSTRUCTION AREA SHALL BE MULCHED AND STABILIZED OR SHALL BE MULCHED AND REVEGETATED. AN "ACTIVE CONSTRUCTION AREA" IS DEFINED AS ONE ON WHICH SUBSTANTIAL CONSTRUCTION ACTIVITY HAS OCCURRED WITHIN THE PAST SEVEN CALENDAR DAYS. TEMPORARY OR PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED WITHIN 10 DAYS FOLLOWING THE LAST SUBSTANTIAL CONSTRUCTION ACTIVITY. 3. NO VEGETATION SHALL BE FELLED INTO ANY LAKE, POND, RIVER, STREAM OR INTERMITTENT STREAM, AND, IF INADVERTENTLY FELLED INTO ONE OF THESE WATER BODIES, SHALL BE REMOVED IMMEDIATELY FROM THE WATER BODY. 4. FOR LAND WITH SLOPES GREATER THAN 15% OR WITHIN 500 FEET OF THE MEAN HIGH WATER MARK OF ANY LAKE, POND, RIVER, STREAM OR WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS, WHICH HAS BEEN CLEARED MAY BE MADE OR SAVE DATE: 11/17/2022 4:32 PMFILE NAME: \\STUDIOA_NAS\Public\Projects\2022 Projects\22023 - Carey Residence - Lake George\DWG\03 SHEETS\22023_DEMO, E&S.dwgPLOTTED BY: HNOLLDESIGN BY:DRAWN BY:CHECKED BY:KC/HNHNKCDEMOLITION, EROSION & SEDIMENT CONTROL PLANL-0.30 GRAPHIC SCALE 5 10 20010 1 inch = 10 feet north DRAWING NO. PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A LANDSCAPE ARCHITECTURE + ENGINEERING, DPC MAILING: PO BOX 272 SARATOGA SPRINGS, NY 12866 OFFICE LOCATION: 38 HIGH ROCK AVE, SUITE 3 SARATOGA SPRINGS, NY 12866 (518) 450-4030 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. 11/17/2022 22023CAREY RESIDENCE - LAKE GEORGE3 SONS AND HOLLY, LLC225 WINTER STREET, EXT.TROY, NYDRAWINGS NOT FOR CONSTRUCTION DWG OFPREPARED FORDIG SAFE NOTE: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. MAP REFERENCE: MAP OF A TOPOGRAPHIC SURVEY MADE FOR "LOT 1 AND LOT 2 LOT LINE REVISION MAP FOR DONALD AND PATRICIA BLAIS" TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK", PREPARED BY VANDUSEN & STEVES LAND SURVEYORS, DATED MARCH 15, 2004.7/14+26+28/22REVISIONS PER CLIENT8/23/22PRE-APPLICATION COMMENTS9/27/22REVISIONS PER CLIENT10/12/22PRE-APPLICATION COMMENTS11/14/22ENGINEERING COMMENTS11/17/22ZONING BOARD COMMENTS3 6 1. ALL EXPOSED SOIL DISTURBANCE SHALL BE IN ACCORDANCE WITH THE NYS DEC REQUIREMENTS. ANY EXPOSED SOIL SHALL BE PROPERLY STABILIZED WITH EITHER PERMANENT SEED AND MULCH IF SOIL DISTURBANCE IS COMPLETED OR TEMPORARILY SEEDED AND MULCHED IF IT WILL BE MORE THAN 10 DAYS BEFORE ADDITIONAL SOIL DISTURBANCE WILL OCCUR. EXPOSED SOIL SHALL RECEIVE TEMPORARY OR PERMANENT SEED AND MULCH WITHIN 10 DAYS OF SUBSTANTIAL COMPLETION OF CONSTRUCTION. AREAS STOCKPILED W/ EARTHEN MATERIALS OR AREAS MADE DEVOID OF VEGETATION LOCATED WITHIN 500 FEET OF THE MEAN HIGH WATER MARK SHALL NOT BE LEFT UNCOVERED FOR MORE THAN 24 HOURS. ACCEPTABLE COVERING INCLUDES 3-IN. OF MULCH OR PLASTIC COVERING. 2. THE CONTRACTOR SHALL LIMIT THE AREA OF CLEARING AND GRUBBING, EXCAVATION, BORROW, AND EMBANKMENT OPERATIONS IN PROGRESS, COMMENSURATE WITH THEIR CAPABILITY AND PROGRESS IN KEEPING THE FINISH GRADING AND MULCHING, SEEDING AND OTHER TEMPORARY AND/OR PERMANENT CONTROL MEASURES IN ACCORDANCE WITH THESE PLANS. 3. THE CONTRACTOR SHALL DESIGNATE TO THE OWNER'S REPRESENTATIVE A QUALIFIED EROSION AND SEDIMENT CONTROL SUPERVISOR WITH ADEQUATE TRAINING, EXPERIENCE, AND AUTHORITY TO IMPLEMENT AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES AS PER THE NYS DEC REQUIREMENTS 4. CONSTRUCTION IS TO PROCEED IN ACCORDANCE WITH THE CONSTRUCTION PHASING SCHEDULE SUPPLIED BY THE CONTRACTOR OR SHOWN ON THE PLANS. GRASSES SHALL BE ESTABLISHED ON ALL DISTURBED AREAS AS SOON AS POSSIBLE. FOR TIME FRAMES OUTSIDE THE GROWING SEASON, OTHER METHODS OF SOIL STABILIZATION (SUCH AS THE USE OF JUTE MESH EXCELSIOR MATTING) WILL BE USED UNTIL SUCH A TIME AS GRASS CAN BE ESTABLISHED. 5. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO ANY SITE DISTURBANCE. THIS INCLUDES GRADING OPERATIONS, UTILITY OR STRUCTURE INSTALL. 6. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTED IN ACCORDANCE WITH NYS DEC REQUIREMENTS. 7. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA SERVED IS STABILIZED. 8. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS AND INSTALL ALL MEASURES REQUIRED TO REASONABLY CONTROL SOIL EROSION RESULTING FROM CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT FROM THE CONSTRUCTION SITE. 9. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES. 10. ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED AFTER EVERY STORM EVENT. 11. THE CONTRACTORS ATTENTION IS DIRECTED TO THE FACT THAT THROUGHOUT THE DURATION OF THE PROJECT IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL WATER COURSES FROM WATER BORNE SEDIMENT OR POLLUTANTS ORIGINATING FROM ANY WORK DONE ON, OR IN SUPPORT OF THIS PROJECT. 12. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT CONTAMINATION OF WATERBODIES BY SILT, SEDIMENT, FUELS, SOLVENTS, LUBRICANTS, EPOXY COATINGS, CONCRETE LEACHATE, OR ANY OTHER POLLUTANT ASSOCIATED WITH CONSTRUCTION AND CONSTRUCTION PROCEDURES. EROSION & SEDIMENT CONTROL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND SUBSURFACE CONDITIONS PRIOR TO THE START OF WORK. COORDINATE ALL UTILITY REQUIREMENTS AND WORK WITH THE APPROPRIATE UTILITY PROVIDER. NOTIFY OWNER'S REPRESENTATIVE OF ANY AND ALL DISCREPANCIES. 2. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED. MATERIALS THAT ARE NOT TO BE STOCKPILED FOR LATER USE ON THE PROJECT OR DELIVERED TO THE OWNER, SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR IN A TIMELY FASHION SO AS NOT TO DISRUPT PROGRESS AND TO ENSURE SAFE SITE CONDITIONS. 3. CONTRACTOR SHALL NOT REMOVE OR DISTURB ANY ITEMS KNOWN TO CONTAIN HAZARDOUS MATERIALS OR SUBSTANCES. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF HAZARDOUS MATERIALS OR SUBSTANCES DISCOVERED DURING THE COMPLETION OF SPECIFIED WORK. 4. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN THE LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. 5. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONDITIONS AND WHICH ARE OUTSIDE THE LIMIT OF WORK. 6. CONTRACTOR SHALL IMPLEMENT AND BE RESPONSIBLE FOR ALL NECESSARY MEASURES AND PROCEDURES TO MAINTAIN AND PROTECT EXISTING UTILITIES TO REMAIN, PEDESTRIANS, LOCAL TRAFFIC AND ROADWAYS, ADJACENT PROPERTIES, AND ETC. FOR DURATION OF PROJECT AND UNTIL PROJECT COMPLETION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES AND/OR RESTORATION REQUIRED AS A RESULT OF DEFICIENT PROTECTION MEASURES. 7. THE CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY AND PAY ALL ASSOCIATED COSTS. 8. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO PREVENT MUD ONTO PUBLIC WAYS. ANY MUD ON PUBLIC WAYS ORIGINATING FROM THE JOB SITE SHALL BE CLEANED DAILY BY THE CONTRACTOR ONLY. 9. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL PERMITS THAT MAY BE REQUIRED FROM ALL JURISDICTIONS AFFECTED BY THIS WORK. 10. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES NOT TO BE REMOVED. SITE PREPARATION & DEMOLITION NOTES: QUEENSBURY EROSION CONTROL MEASURES: LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED. 5. ANY AREA OF LAND FROM WHICH THE NATURAL VEGETATIVE COVER HAS BEEN EITHER PARTIALLY OR WHOLLY CLEARED OR REMOVED BY DEVELOPMENT ACTIVITIES SHALL BE REVEGETATED WITHIN 10 DAYS FROM THE SUBSTANTIAL COMPLETION OF SUCH CLEARING AND CONSTRUCTION. ACCEPTABLE REVEGETATION SHALL CONSIST OF THE FOLLOWING: ·RESEEDING WITH AN ANNUAL OR PERENNIAL COVER CROP ACCOMPANIED BY PLACEMENT OF STRAW MULCH OR ITS EQUIVALENT OF SUFFICIENT COVERAGE, BUT NOT LESS THAN 50% OF THE TOTAL DISTURBED AREA, TO CONTROL EROSION UNTIL SUCH TIME AS THE COVER CROP IS ESTABLISHED OVER 90% OF THE SEEDED AREA. ·REPLANTING WITH NATIVE WOODY AND HERBACEOUS VEGETATION ACCOMPANIED BY PLACEMENT OF STRAW MULCH OR ITS EQUIVALENT OF SUFFICIENT COVERAGE TO CONTROL EROSION UNTIL THE PLANTINGS ARE ESTABLISHED AND ARE CAPABLE OF CONTROLLING EROSION. ·ANY OTHER RECOGNIZED METHOD WHICH HAS BEEN REVIEWED AND APPROVED BY THE MUNICIPALITY AS SATISFYING THE INTENT OF THIS REQUIREMENT. 6. ANY AREA OF REVEGETATION MUST EXHIBIT SURVIVAL OF A MINIMUM OF 75% OF THE COVER CROP THROUGHOUT THE YEAR IMMEDIATELY FOLLOWING REVEGETATION. REVEGETATION MUST BE REPEATED IN SUCCESSIVE YEARS UNTIL THE MINIMUM SEVENTY-FIVE-PERCENT SURVIVAL FOR ONE YEAR IS ACHIEVED. 7. GROUND-CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OCTOBER 15 TO APRIL 15, DURING WHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE, SHALL BE REQUIRED TO INCORPORATE EXTRA MEASURES DURING REVEGETATION IN ORDER TO REDUCE EROSION AND MAINTAIN WATER QUALITY. THESE EXTRA MEASURES INCLUDE, BUT ARE NOT LIMITED TO, THE USE OF SCREEN MESH, NETTING, EXTRA MULCH AND SILTATION FENCES. ENHANCED WINTER EROSION & SEDIMENT CONTROL NOTES: 1. ALL EXPOSED SOIL DISTURBANCE SHALL BE IN ACCORDANCE WITH THE NYS DEC REQUIREMENTS. 2. ALL E&SC MEASURES SHALL BE IMPLEMENTED AND MAINTAINED AS INDICATED ON DRAWING L-0.30 IN ADDITION TO ENHANCED WINTER E&SC PRACTICES AS SHOWN ON THIS DRAWING REQUIRED FROM NOVEMBER 15TH TO APRIL 1ST. 1. THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS POSSIBLE IN AREAS OF THE SITE WHERE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 1 BUSINESS DAY. 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN 24 HOURS OF A STORM EVENT AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE IN GOOD WORKABLE CONDITION. 3. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BASIS TO COLLECT LITTER AND CONSTRICTION DEBRIS, WHICH MUST BE DISPOSED OF LEGALLY. 4. ANY STOCKPILES OF FILL, EXCAVATED MATERIAL OR TOPSOIL SHALL BE CONTAINED BY SILT FENCE AND/OR COVERED TO PREVENT EROSION. 5. IF THE SITE WILL NOT HAVE EARTH DISTURBING ACTIVITIES ONGOING DURING THE WINTER MONTHS, ALL BARE EXPOSED SOIL MUST BE STABILIZED. MAINTENANCE NOTES 3. SNOW REMOVAL AND STORAGE ACTIVITIES SHALL NOT IMPACT ONGOING CONSTRUCTION AND STABILIZATION ACTIVITIES. SNOW AND ICE SHALL BE REMOVED FROM INSTALLED E&SC PRACTICES SUCH THAT FLOW OF RUNOFF AND MELT WATER ARE NOT RESTRICTED. 4. A MINIMUM 25-FOOT BUFFER SHALL BE MAINTAINED FROM ALL PERIMETER CONTROLS (i.e., SILT FENCE). 5. AREAS OF DISTURBED SOIL SHALL BE STABILIZED AT THE END OF EACH WORK DAY UNLESS WORK IS TO RESUME WITHIN 24 HOURS IN THE SAME AREA AND NO PRECIPITATION IS FORECASTED OR WORK IS ONGOING WITHIN DISTURBED AREAS THAT COLLECT AND RETAIN RUNOFF SUCH AS UTILITY TRENCHES, FOUNDATION EXCAVATION OR WATER MANAGEMENT AREAS. 6. IN AREAS WHERE SOIL DISTURBANCE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, SOIL STABILIZING SHOULD BE INITIATED BY THE END OF THE FOLLOWING BUSINESS DAY AND COMPLETED WITHIN THREE DAYS THEREAFTER. 7. MULCHING AND STRAW MULCH USED FOR TEMPORARY STABILIZATION SHALL BE APPLIED AT DOUBLE THE MANUFACTURER'S RECOMMENDED RATE. 8. STONE PATHS SHALL BE INSTALLED WHERE CONSTRUCTION VEHICLE TRAFFIC IS ANTICIPATED WITHIN THE LIMITS OF DISTURBANCE. PATHS SHALL BE A MIN. OF 10-FEET WIDE OR WIDER AS REQUIRED TO ACCOMMODATE EQUIPMENT TRACKING. N86°33'50"E 130.11'N08°02'30"W100.16'S86°33'50"W 143.64'S15°37'42"E102.14'329328329328329330331331330EXISTING RESIDENCE, F.F.E. 331.57' PROPOSED 416 SQ. FT. ADDITION, F.F.E. = 331.57' 20' SIDE YARD SETBACK 20' SIDE YARD SETBACK 30' FRONT YARD SETBACK50' SHORELINE SETBACKEXISTING LAWN35' SHOREL INE SETBACK 20' SIDE YARD SETBACK 20' SIDE YARD SETBACK PROPERTY LINE EXTENDED PROPERTY LINE EXTENDED 39.00'27.16'100' WELL SETBACK100' WELL SETBACK 44.20'4.00'1.5% 1.5% 14.23' 4.00' EXISTING THREE-SEASON PORCH F.F.E. 331.57' EXISTING GARAGE WITH LIVING SPACE ABOVE F.F.E. 334.00' PROPOSED PLANT BED PORTION OF EXISTING PAVER WALK TO REMAIN PROPOSED REDUCED ASPHALT PARKING AREA (APPROX. 7 SPACES PER TOWN OF QUEENSBURY'S 'PARKING AND LOADING REGULATIONS', SECTION 179-4-090) PROPOSED 200 SQ. FT. COMPOSITE DECK WITH RAILING, F.F.E. 331.00' PROPOSED ON GRADE PAVERS (77 SQ. FT.) PROPOSED ON GRADE BLUESTONE SLABS WITH MIN. 3" OF PEA GRAVEL OR CREEPING THYME BETWEEN SLABS EXISTING FIRE PIT AND ON-GRADE PAVERS TO REMAIN (78 SQ. FT.) PROPOSED ON GRADE BLUESTONE SLABS SURFACE WITH PEA GRAVEL OR CREEPING THYME AROUND EXISTING FIRE PIT AREA APPROX. LOCATION OF PREVIOUSLY APPROVED NEW SEPTIC SYSTEM PROPOSED NATURAL STONE STEPS, T/STEP = 329.70', B/STEP = 328.20' EXISTING SHORELINE BUFFER TO ENHANCED WITH ADDITIONAL NATIVE PLANTINGS PROPOSED BLUESTONE SLAB STEPPING STONES WITH MIN. 3" OF GRASS BETWEEN SLABS PROPOSED ON GRADE PAVERS (293 SQ. FT.) PROPOSED 72 SQ. FT. PORCH, F.F.E. 331.57' PROPOSED COMPOSITE STEPS WITH 7.5" RISER AND 11' TREAD, T/STEP = 331.00', B/STEP = 329.13' EXISTING STEPPING STONE WALKWAY EXISTING STEPPING STONE WALKWAY TO BE CONTINUED TO PATIO AREA NO WELL OBSERVED ON PROPERTY NO WELL OBSERVED ON PROPERTY PROPOSED 2" WIDE SLOT DRAIN, TO OUTLET TO RAIN GARDEN. T/DRAIN = 329.50' PROPOSED 4"Ø CORRUGATED STORM DRAIN PIPE, INLET EL = 328.50' OUTLET EL = 328.75 PROPOSED 4' WIDE X 5' LONG RIP RAP OVERFLOW WEIR, T/CREST = 329.00' PROPOSED RAIN GARDEN, 87 SQ. FT. AREA, T/BERM = 329.50', B/BASIN = 328.50' PROPOSED 4"Ø STORM DRAIN PIPE FROM ROOF OF PROPOSED ADDITION TO OUTLET AT RAIN GARDEN, OUTLET EL = 328.75' EXISTING CONCRETE WALK WITH RETAINING WALL ON LAKE SIDE EXISTING 100 S.F. BOAT SHED PROPOSED RIP RAP LEVEL SPREADER TO DISPERSE RUNOFF, LOW POINT EL. 326' PROPOSED RIP RAP LEVEL SPREADER TO DISPERSE RUNOFF, LOW POINT EL. 326' PROPOSED DRY CREEK BED TO REDIRECT RUNOFF FROM HOLLY LANE, MIN. PITCH 2%. CREEK BED TO RUN ALONG EXISTING FORESTED EDGE, ADJUST LAYOUT IN-FIELD AS NEEDED. PROPOSED DEPRESSED PLANTED AREA TO TREAT RUNOFF FROM ROAD, T/BERM = 329.50', B/BASIN = 328.50' HIGH POINT OF SWALE M.H.W. MARK, TYP. L-3.10 8 L-3.10 4B L-3.10 9 L-3.10 4A L-3.10 4B L-3.10 7 L-3.10 7 L-3.10 4B L-3.10 4A L-3.10 4B L-3.10 5 L-3.10 5 L-3.10 6 PROPOSED EDGE OF PAVEMENT 18.06' PROPOSED PLANT BED AROUND LIGHT POST 14.00' PROPERTY LINE LEGEND EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS PROPOSED MAJOR CONTOURS PROPOSED MINOR CONTOURS MEAN HIGH WATER LINE 860 862 PROPOSED SWALE 860 PROPERTY LINE SETBACK 396.5 394.00 PROPOSED SPOT GRADES LIMITS OF DISTURBANCE PROPOSED PAVER SURFACE PROPOSED STEPPING STONE PATH PROPOSED BOULDERS / BOULDER WALL PROPOSED RAIN GARDEN SAVE DATE: 11/17/2022 4:34 PMFILE NAME: \\STUDIOA_NAS\Public\Projects\2022 Projects\22023 - Carey Residence - Lake George\DWG\03 SHEETS\22023_LAYOUT & GRADING.dwgPLOTTED BY: HNOLLDESIGN BY:DRAWN BY:CHECKED BY:KC/HNHNKCLAYOUT & GRADING PLANL-1.10 GRAPHIC SCALE 5 10 20010 1 inch = 10 feet north DRAWING NO. PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A LANDSCAPE ARCHITECTURE + ENGINEERING, DPC MAILING: PO BOX 272 SARATOGA SPRINGS, NY 12866 OFFICE LOCATION: 38 HIGH ROCK AVE, SUITE 3 SARATOGA SPRINGS, NY 12866 (518) 450-4030 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. 11/17/2022 22023CAREY RESIDENCE - LAKE GEORGE3 SONS AND HOLLY, LLC225 WINTER STREET, EXT.TROY, NYDRAWINGS NOT FOR CONSTRUCTION DWG OFPREPARED FORDIG SAFE NOTE: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. MAP REFERENCE: MAP OF A TOPOGRAPHIC SURVEY MADE FOR "LOT 1 AND LOT 2 LOT LINE REVISION MAP FOR DONALD AND PATRICIA BLAIS" TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK", PREPARED BY VANDUSEN & STEVES LAND SURVEYORS, DATED MARCH 15, 2004.7/14+26+28/22REVISIONS PER CLIENT8/23/22PRE-APPLICATION COMMENTS9/27/22REVISIONS PER CLIENT10/12/22PRE-APPLICATION COMMENTS11/14/22ENGINEERING COMMENTS11/17/22ZONING BOARD COMMENTS4 6 LAYOUT NOTES: 1. VERIFY LOCATION OF ROADS AFFECTING SCOPE OF WORK. 2. VERIFY LOCATION OF ALL VAULTS, ELECTRICAL DUCT BANKS, MANHOLES, CONDUIT AND PIPING, DRAINAGE STRUCTURES AND OTHER UTILITIES WITH THE APPROPRIATE ENGINEERING DRAWINGS. NOTIFY ENGINEER OF ANY CONFLICTS WITH ENGINEER SCOPE. 3. TAKE ALL DIMENSIONS FROM FACE OF GRAVEL PARKING AREA OR BUILDING TO CENTERLINE OF DRIVE OR TREES UNLESS OTHERWISE NOTED. 4. ALL ANGLES TO BE 90 DEGREES AND ALL LINES OF PAVING AND FENCING TO BE PARALLEL UNLESS NOTED OTHERWISE. MAINTAIN HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS NOTED ON THE DRAWINGS. 5. REFERENCE TO NORTH REFERS TO PLAN NORTH, REFERENCE TO SCALE IS FOR FULL-SIZED DRAWINGS ONLY. DO NOT SCALE FROM REDUCED DRAWINGS. EARTHWORK NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES AND PLANTS DESIGNATED TO REMAIN FOR THE LENGTH OF THE CONSTRUCTION PERIOD. THE PLACEMENT OF PROTECTION DEVICES ADDITIONAL TO THOSE NOTED SHALL, HOWEVER, BE AT THE CONTRACTORS DISCRETION. VEHICLES SHALL NOT BE PARKED WITHIN THE DRIP LINE OR WHERE DAMAGE MAY RESULT TO TREES TO BE KEPT. CONSTRUCTION MATERIALS SHALL NOT BE STORED BENEATH TREES TO BE KEPT. 2. ALL TEMPORARY EROSION AND SEDIMENT (E&S) CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EARTH DISTURBANCE. E&S CONTROL DEVICES SHALL BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED TO ENSURE SATISFACTORY PERFORMANCE. ANY DAMAGE OCCURRING DURING THE COURSE OF CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. ASSOCIATED FINES RESULTING FROM SUCH DAMAGE SHALL ALSO BE PAID BY THE CONTRACTOR. 3. ALL PROPOSED GRADES SET IN THE FIELD TO BE COMPLETED BY A NEW YORK STATE LICENSED SURVEYOR. 4. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO REQUIRED GRADE IN A MAXIMUM OF 8" COMPACTED LIFTS. 4. ALL SLOPES 3:1 AND GREATER SHALL BE STABILIZED WITH SLOPE STABILIZATION MATS. LOCATIONS AND METHODS TO BE APPROVED BY THE OWNER'S REPRESENTATIVE. 5. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM SLOPE OF ONE-EIGHTH (18") PER FOOT. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY BEFORE CONTINUING WORK. 6. 6. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINE SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO THE OWNER. 7. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING GRADE, PROVIDING VERTICAL CURVES OR ROUNDINGS AT THE TOP AND BOTTOM OF ALL SLOPES. 8. DURING GRADING OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR OTHER DAMAGE. WHEN IT IS NECESSARY TO INTERRUPT DRAINAGE OR OTHER EXISTING UTILITIES, CONTRACTOR IS TO PROVIDE TEMPORARY FACILITIES UNTIL PERMANENT WORK IS COMPLETED AT NO COST TO THE OWNER. 9. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE TO PREVENT PONDING. FINISHED SURFACES SHALL BE FREE FROM ANY ABRUPT OR IRREGULAR CHANGES. 10. EXCAVATION SHALL BE TO ELEVATIONS INDICATED WITH A TOLERANCE OF PLUS/MINUS 1". 11. SUBBASE COURSE MATERIAL SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 304, TYPE 2 AND SHALL CONFORM TO MIN 95% MODIFIED PROCTOR DENSITY. BACKFILL MATERIAL SHALL BE COMPACTED ON SITE SOIL MATERIAL. 12. MATERIAL STOCKPILES, IF REQUIRED, SHALL BE LOCATED WHOLLY WITHIN THE WORK AREA. ADDITIONAL SILT FENCES SHALL BE PROVIDED AT THE BASE OF ALL STOCKPILES AS DIRECTED IN THE FIELD BY THE ENGINEER. 13. ALL TRENCHES AND OTHER EXCAVATION SIDE SLOPES INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT INTENDED TO INDICATE A STABLE EXCAVATION SLOPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY AND STABILITY OF ALL EXCAVATION SLOPES, SHEETING, SHORING, TRENCH BOXES, AND ANY OTHER MEANS REQUIRED FOR A SAFE WORK ENVIRONMENT AND FOR PROTECTION OF ADJACENT ROADWAYS AND OTHER STRUCTURES. ALL EXCAVATION WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING REGULATORY AGENCIES: -- SUBPART 23-4, "EXCAVATION OPERATIONS", OF NEW YORK DEPARTMENT OF LABOR INDUSTRIAL CODE RULE 23. -- SUBPART P, "EXCAVATIONS" OF THE UNITED STATES DEPARTMENT OF LABOR OSHA REGULATIONS FOR CONSTRUCTION. -- ALL OTHER MUNICIPAL, COUNTY, STATE OR FEDERAL AGENCIES, REGULATIONS OR LAWS PERTAINING TO EXCAVATION SAFETY AS MAY APPLY AT THE WORK SITE. -- THE MORE STRINGENT PROVISION IN EACH OF THE ABOVE CODES SHALL APPLY. THESE PROVISIONS SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND SHALL BE INCREASED IF NECESSARY TO PROVIDE SAFE WORKING CONDITIONS. 14. CRUSHED STONE, WHERE CALLED FOR ON THE DRAWINGS, SHALL CONFORM TO NYS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS SECTION 703-02, SIZE DESIGNATION 2. 15. ALL DISTURBED AREAS NOT COVERED WITH SITE IMPROVEMENTS OR LANDSCAPING SHALL BE COVERED WITH 3" OF TOPSOIL AND SEEDED TO ESTABLISH A DENSE GROWTH OF TURF. 1. DISTURBED SITE AREA FOR THIS PROJECT IS APPROXIMATELY 3,222 SQ. FT., THE PROJECT THEREFORE QUALIFIES AS A "MINOR PROJECT" IN ACCORDANCE WITH THE TOWN OF QUEENSBURY CODE SECTION 147-11. SITE MODELED TO ATTENUATE 1.5 GAL./ADDITIONAL SQUARE FOOT OF IMPERVIOUS AREA. MINOR PROJECT STORMWATER MGMT NOTES: QUEENSBURY STORMWATER STORAGE CALCULATION: EXISTING IMPERVIOUS AREA = 4,244 S.F. PROPOSED IMPERVIOUS AREA = 4,244 S.F. 4,210 S.F. (PROPOSED) - 4,244 SF (EXISTING) = 0 S.F. (NEW IMPERVIOUS AREA) NEW IMPERVIOUS AREA X 1.5 GALLONS = 0 GALLONS REQUIRED STORAGE = 0 GALLONS RAIN GARDEN PROVIDED STORAGE: PONDING DEPTH = 87 SQ. FT. X 0.5 FT. = 43.5 CU. FT. OR 325 GALLONS SOIL STORAGE = 87 SQ. FT. X 1.5 FT. X 0.2 = 26.1 CU FT. OR 195 GALLONS GRAVEL STORAGE = 87 SQ. FT. X 1 FT X 0.4 = 34.4 CU FT. OR 257 GALLONS TOTAL STORAGE = 777 GALLONS 2. STORMWATER CULVERTS, PIPING AND FITTINGS SHALL BE ADS N-12 SMOOTH BORE DOUBLE WALL HIGH DENSITY POLYETHYLENE PIPE AS MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS INC., OR APPROVED EQUIVALENT. THE TOWN OF QUEENSBURY REQUIRES THAT ALL PROPOSED STORMWATER INFILTRATION PRACTICES BE SETBACK 100' FROM NEARBY WELLS AND 20' FROM THE PERIMETER OF A WASTEWATER ABSORPTION FIELD. A FOIL REQUEST TO THE TOWN OF QUEENSBIURY WAS SUBMITTED IN JUNE, 2022 TO OBTAIN INFORMATION ON THE LOCATION OF NEIGHBORING WELLS AND WASTEWATER ABSORPTION FIELDS. ALL WASTEWATER ABSORPTION FIELDS ARE CONFIRMED TO BE AT LEAST 20' AWAY FROM THE PROPOSED RAIN GARDEN. ADDITIONALLY, THE PROPOSED RAIN GARDEN IS AT LEAST 100' AWAY FROM NEIGHBORING WELLS. NO NEIGHBORING WELLS NOR WASTEWATER ABSORPTION FIELDS ARE KNOWN TO BE LOCATED WITHIN THE BOUNDS OF THE MAP SHOWN ABOVE. TOWN OF QUEENSBURY SETBACK REGULATIONS: SITE COVERAGE TABLE COVER TYPE SQUARE FEET PERVIOUS AREA (S.F.) RESIDENCE 1691 0 GARAGE 596 0 PORCHES AND DECKS 272 0 PARKING AREAS 806 0 PATIOS, WALKWAYS, STEPS 779 0 LAKESHORE SHED 100 0 PERVIOUS/LANDSCAPED 10,699 10,699 TOTAL: 14,943 TOTAL = 10,699 S.F. OR 71.60% FLOOR AREA RATIO TABLE EXISTING (SQUARE FEET) PROPOSED (SQUARE FEET) MAIN RESIDENCE 1ST FLOOR 1275 1691 MAIN RESIDENCE FRONT PORCH 72 72 MAIN RESIDENCE BASEMENT 310 310 GARAGE 1ST FLOOR 576 576 GARAGE 2ND FLOOR 576 576 2809 OR 18.8% 3225 OR 21.6% EXISTING RESIDENCE, F.F.E. 331.57'PROPOSED 416 SQ. FT. ADDITION, F.F.E. = 331.57' EXISTING LAWN 20' SIDE YARD SETBACK 20' SIDE YARD SETBACK PROPERTY LINE EXTENDED PROPERTY LINE EXTENDED EXISTING PLANT BED TO BE REPLACED WITH LAWN APPROXIMATE LOCATION OF EXISTING EASTERN HEMLOCK, D.B.H. >3" OPTIONAL: PLANT EASTERN WHITE CEDAR AS NEEDED ALONG NORTHERN PROPERTY LINE TO FILL IN GAPS IN HEDGEROW, PRESERVE AS MUCH EXISTING VEGETATION AS POSSIBLE. APPROXIMATE LOCATION OF EXISTING EASTERN HEMLOCK, D.B.H. >3" APPROXIMATE LOCATION OF EXISTING EASTERN HEMLOCK, D.B.H. >3" APPROXIMATE LOCATION OF EXISTING EASTERN HEMLOCK, D.B.H. >3" APPROXIMATE LOCATION OF EXISTING EASTERN HEMLOCK, D.B.H. >3" APPROXIMATE LOCATION OF EXISTING EASTERN HEMLOCK, D.B.H. >3" APPROXIMATE LOCATION OF EXISTING PAPER BIRCH EXISTING ROCK MULCH PLANTED AREA TO REMAIN EXISTING ROCK MULCH PLANTED AREA TO REMAIN PLANT IG-19 WITHIN 35' SHORELINE SETBACK - SPACE AS SHOWN PLANT CG-27 WITHIN 35' SHORELINE SETBACK - SPACE AS SHOWN PLANT CAH-12 WITHIN 35' SHORELINE SETBACK - SPACE AS SHOWN PLANT AF-35 WITHIN 35' SHORELINE SETBACK - SPACE AS SHOWN PLANT AC-24 WITHIN 35' SHORELINE SETBACK - SPACE AS SHOWN PLANT GM-20 WITHIN 35' SHORELINE SETBACK - SPACE AS SHOWN PROPOSED RAIN GARDEN TO BE PLANTED WITH: CA-60 EXISTING LAWN EXISTING LAWN EXISTING LAWN PLANT PS-25 WITHIN 35' SHORELINE SETBACK - SPACE AS SHOWN PLANT DK-28 WITHIN 35' SHORELINE SETBACK - SPACE AS SHOWN PLANT RR-14 WITHIN 35' SHORELINE SETBACK - SPACE AS SHOWN EXISTING THREE-SEASON PORCH F.F.E. 331.57' EXISTING GARAGE WITH LIVING SPACE ABOVE F.F.E. 334.00' PLANT CA-17 WITHIN 35' SHORELINE SETBACK ALONG DRY CREEK BED - SPACE AS SHOWN PROPOSED PLANT BED TO BE PLANTED WITH: CA-55 PROPOSED PLANT BED TO BE PLANTED WITH: TO-AS NEEDED CA-18 1G-3 (NOT WITHIN 35' SHORELINE SETBACK) 1G-7 (NOT WITHIN 35' SHORELINE SETBACK) CG-13 (NOT WITHIN 35' SHORELINE SETBACK) AC-3 (NOT WITHIN 35' SHORELINE SETBACK) PROPOSED PLANT BED TO BE PLANTED WITH: CF-1 HP-3 RA-6 PS-6 RH-3 PROPOSED PLANT BED AROUND LIGHT POST TO BE PLANTED WITH: RH-3 SH-3 PROPERTY LINE LEGEND EXISTING TREE TO REMAIN MEAN HIGH WATER LINE PROPERTY LINE SETBACK PROPOSED SHRUBS / GROUNDCOVER PROPOSED RAIN GARDEN PROPOSED TURF GRASS AREA EXISTING TREE LINE PROPOSED TREE PLANTING SCHEDULE KEY QTY SYMBOL SCIENTIFIC NAME COMMON NAME SIZE COMMENTS TREES CF 1 CORNUS FLORIDA FLOWERING DOGWOOD 6' HT. WHITE FLOWER TO AS NEEDED THUJA OCCIDENTALIS EASTERN WHITE CEDAR 6'-8' HT.B&B SHRUBS CAH 19 CLETHRA ALNIFOLIA 'HUMMINGBIRD' 'HUMMINGBIRD' SUMMERSWEET 3 GAL. CONT.36" O.C. IG 22 ILEX GLABRA 'SHAMROCK''SHAMROCK' INKBERRY HOLLY 3 GAL. CONT. 36" O.C., EVERGREEN DK 28 DIERVILLA 'KODIAK ORANGE' KODIAK ORANGE DIERVILLA 2 GAL. CONT.3'-6" O.C. HP 3 HYDRANGEA PANICULATA 'LIMELIGHT''LIMELIGHT' PANICLE HYDRANGEA 3 GAL. CONT. RA 6 RHUS AROMATICA 'GRO LOW' 'GRO LOW' FRAGRANT SUMAC 2 GAL CONT. RR 14 ROSEBAY MAXIMUM ROSEBAY RHODODENDRON 3 GAL. CONT. 5' O.C., EVERGREEN PERENNIALS / GRASSES / SEDGES AC 27 ASTER CORDIFOLIUS HEART LEAVED ASTER 1 GAL. 12" AF 35 POLYSTICHUM ACROSTICHOIDES CHRISTMAS FERN 1 GAL.12" O.C., EVERGREEN CA 147 CAREX AMPHIBOLA CREEK SEDGE QUART 18" O.C. CG 38 CHELONE GLABRA WHITE TURTLEHEAD 1 GAL. 12" O.C. GM 20 GERANIUM MACULATUM WILD GERANIUM 1 GAL. 24" O.C. PS 31 PHLOX SUBULATA 'EMERALD PINK' 'EMERALD PINK' CREEPING PHLOX QUART 18" O.C. RH 6 RUDBECKIA HIRTA 'INDIAN SUMMER''INDIAN SUMMER' BLACK EYED SUSANS 1 GAL. 24" O.C. SH 3 SALVIA HYBRID COLOR SPIRES 'INDIGO GIRL' 1 GAL. 24" O.C.SAVE DATE: 11/18/2022 8:55 AMFILE NAME: \\STUDIOA_NAS\Public\Projects\2022 Projects\22023 - Carey Residence - Lake George\DWG\03 SHEETS\22023_PLANTING.dwgPLOTTED BY: HNOLLDESIGN BY:DRAWN BY:CHECKED BY:KC/HNKC/HNKCPLANTING PLANL-2.10 GRAPHIC SCALE 5 10 20010 1 inch = 10 feet north DRAWING NO. PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A LANDSCAPE ARCHITECTURE + ENGINEERING, DPC MAILING: PO BOX 272 SARATOGA SPRINGS, NY 12866 OFFICE LOCATION: 38 HIGH ROCK AVE, SUITE 3 SARATOGA SPRINGS, NY 12866 (518) 450-4030 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. 11/17/2022 22023CAREY RESIDENCE - LAKE GEORGE3 SONS AND HOLLY, LLC225 WINTER STREET, EXT.TROY, NYDRAWINGS NOT FOR CONSTRUCTION DWG OFPREPARED FORDIG SAFE NOTE: THIS PLAN SET WAS DRAFTED WITHOUT THE BENEFIT OF "DIG SAFE" MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIG SAFE" AT 811 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT SPECIFIED TO BE REMOVED IN THIS PLAN SET. MAP REFERENCE: MAP OF A TOPOGRAPHIC SURVEY MADE FOR "LOT 1 AND LOT 2 LOT LINE REVISION MAP FOR DONALD AND PATRICIA BLAIS" TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK", PREPARED BY VANDUSEN & STEVES LAND SURVEYORS, DATED MARCH 15, 2004.7/14+26+28/22REVISIONS PER CLIENT8/23/22PRE-APPLICATION COMMENTS9/27/22REVISIONS PER CLIENT10/12/22PRE-APPLICATION COMMENTS11/14/22ENGINEERING COMMENTS11/17/22ZONING BOARD COMMENTS5 6 QUEENSBURY SHORELINE BUFFER REQUIREMENTS REQUIRED REQUIRED (TOTAL)EXISTING PROPOSED TOTAL MIN. WIDTH 35'3656' S.F.3656' S.F.3656' S.F.3656' S.F. TREES 1 PER 700 S.F.5 7 AS NEEDED TO BUFFER NEIGHBOR AT LEAST 7 SHRUBS 7 (24") SHRUBS PER 350 S.F.73 UNKNOWN 73 73 HERBACEOUS PLANTS 14 PER 350 S.F.146 UNKNOWN 146 146 EVERGREEN : DECIDUOUS MATERIAL RATIO 1:3 MIN.75:224 7:0 68:221 75:229 ADDITIONAL CONSIDERATIONS ADDRESSED BY STUDIO A PLANTING PLAN: 1. ALL PROPOSED PLANT MATERIALS WITHIN THE 35' SHORELINE SETBACK ARE NATIVE OR ARE FROM THE RECOMMENDED PLANT LIST PRODUCED BY THE TOWN OF QUEENSBURY. 2. TREE CLEARING IS IN COMPLIANCE WITH A.P.A. SHORELINE CLEARING REGULATIONS. - LESS THAN 30% OF TREES GREATER THAN 6" D.B.H. WITHIN 35' OF THE M.H.W.M. WILL NOT BE REMOVED. - LESS THAN 30% OF VEGETATION WITHIN 6' OF THE M.H.W.M. WILL BE REMOVED. PLANTING NOTES: 1. ALL PLANT BEDS TO BE MULCHED WITH 4" DEEP BROWN HARDWOOD MULCH, UNLESS OTHERWISE NOTED ON THE PLANS. 2. PRIOR TO PLANTING, CONTRACTOR SHALL LOCATE, VERIFY, AND REPORT ANY CONFLICTS OF EXISTING UTILITY LINES TO THE LANDSCAPE ARCHITECT. 3. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMAL GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL BE OF SPECIMEN QUALITY UNLESS APPROVED OTHERWISE BY DIRECTOR'S REPRESENTATIVE. 4. WRITTEN APPROVAL IS REQUIRED FROM LANDSCAPE ARCHITECT OF ANY PROPOSED SUBSTITUTIONS OF PLANT MATERIAL. CHANGED PLANTS SHALL BE EQUIVALENT FORM, HEIGHT, FLOWER, COLOR, LEAF, SIZE, BRANCHING, CULTURE AND FRUIT. 5. A MINIMUM OF 6” OF SUITABLE TOPSOIL IS REQUIRED IN AREAS WITH PROPOSED LAWN SEEDING PRIOR TO SEEDING. 6. PRIOR TO COMMENCEMENT OF PLANTING, STAKE LOCATION OF ALL PLANTINGS FOR APPROVAL BY LANDSCAPE ARCHITECT. 7. SCHEDULE DELIVERY OF PLANTS ONLY IN REASONABLE TIME AS TO WHEN THEY CAN BE INSTALLED. PLANTS TO BE INSPECTED BY LANDSCAPE ARCHITECT AT DELIVERY. 8. MAINTENANCE TO BEGIN IMMEDIATELY FOLLOWING INSTALLATION OF PLANT MATERIALS AND LAWN UNTIL FINAL ACCEPTANCE. 9. TREES SHALL NOT BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. TREES SHALL BE PLANTED 3” HIGHER THAN PREVIOUS GRADE. SHRUBS AND GROUND COVER SHALL BE PLANTED AS THE SAME RELATIONSHIP TO GRADE AS PREVIOUS GRADE. 10. PLANT MATERIAL QUANTITIES TO BE PROVIDED BY CONTRACTOR AS SHOWN ON DRAWINGS. 11. UNLESS NOTED ON PLANT LIST, PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER GROWN. 12. FOR SEEDING OF DISTURBED AREAS USE SPECIFIED MIX FOR DESIGNATED AREA OR APPROVED EQUAL APPROVED BY LANDSCAPE ARCHITECT. 6" MIN.6"4"MULCH BED - PLACE 3" SHREDDED HARDWOOD BARK MULCH AROUND ALL SHRUBS 3" MULCH OVER 3" LIP OF TOPSOIL TO FORM SAUCER CUT AND REMOVE BURLAP FROM TOP ONE THIRD OF SHRUB BALL 50% ORGANIC SOIL, 50% EXISTING SOIL MIX SCARIFY COMPACTED SUB-SOIL TO A DEPTH OF 4" 1 BALLED & BURLAPPED (B&B) DETAIL SCALE: N.T.S. DIG HOLE 2X DIAMETER OF B7B ROOT BALL OR CONTAINER PERENNIALS - SEE SHEET L-2.10 FOR TYPE AND LOCATION OF PLANTING 3" SHREDDED HARDWOOD BARK MULCH AROUND PERENNIALS AND GRASS SPRIGS SUBSOIL 12" PLANTING SOIL MIX IN ALL PERENNIAL BEDS PLACED IN 6" LIFTS (TYP.) SHOVEL CUT AT EDGE OF PLANTING BED 2 PERENNIAL & GRASS PLANTING DETAIL SCALE: N.T.S. SAVE DATE: 11/17/2022 4:31 PMFILE NAME: \\STUDIOA_NAS\Public\Projects\2022 Projects\22023 - Carey Residence - Lake George\DWG\03 SHEETS\22023_DETAILS.dwgPLOTTED BY: HNOLLDESIGN BY:DRAWN BY:CHECKED BY:############CONSTRUCTION DETAILSL-3.103TOPSOIL STOCKPILE DETAIL SCALE: N.T.S. DRAWING NO. PROJECT NO.PROJECTDRAWING TITLEDATE:REVISIONSDATEDESCRIPTIONSTUDIO A LANDSCAPE ARCHITECTURE + ENGINEERING, DPC MAILING: PO BOX 272 SARATOGA SPRINGS, NY 12866 OFFICE LOCATION: 38 HIGH ROCK AVE, SUITE 3 SARATOGA SPRINGS, NY 12866 (518) 450-4030 IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER ANY ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERNATION, AND SPECIFIC DESCRIPTION OF THE ALTERATION. 11/17/2022 22023CAREY RESIDENCE - LAKE GEORGE3 SONS AND HOLLY, LLC225 WINTER STREET, EXT.TROY, NYDRAWINGS NOT FOR CONSTRUCTION DWG OFPREPARED FOR7/14+26+28/22REVISIONS PER CLIENT8/23/22PRE-APPLICATION COMMENTS9/27/22REVISIONS PER CLIENT10/12/22PRE-APPLICATION COMMENTS11/14/22ENGINEERING COMMENTS11/17/22ZONING BOARD COMMENTS6 6 2" HARDWOOD FENCE POSTS, MIN. 36" LONG, DRIVEN 16" INTO GROUND 10' MAX. ℄ TO ℄ SECTION VIEW16" MIN. ABOVE GRADE8"MIN.BELOWGRADE2' OVERALL FABRIC HEIGHTFLOW FLOW WOVEN WIRE FENCE (MIN. 14 GAUGE W MAX 6" MESH SPACING) 36" MIN. FENCE POST WOVEN WIRE FENCE (MIN. 14 12 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH FLOW 20" MIN.16" MIN.UNDISTURBED GROUNDEMBED FILTER CLOTH A MIN. OF 8" IN GROUND 4" COMPACTED SOIL NOTES: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 34" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAX MESH OPENING. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FIXTER X, MARAFI 100X, STABILINKA T140N OR APPROVE EQUIVALENT IF USING THE WOVEN WIRE FENCE. IF THE WOVEN WIRE FENCE IS NOT USED, FILTER FABRIC MUST BE NYSDOT APPROVED MATERIAL LIST FOR SILT FENCE, UNSUPPORTED 1.2M POST SPACING PERSPECTIVE VIEW 1 SILT FENCE DETAIL SCALE: N.T.S. SILT FENCE SLOPE LENGTH/FENCE LENGTH (FT.) SLOPE STANDARD FENCE REINFORCED FENCE SUPER <2%300 / 1500 NA NA 2%-10%125 / 1000 250 / 2000 300 / 2500 10-20%100 / 750 150 / 1000 200 / 1000 20%-33%60 / 500 80 / 750 100 / 1000 3"Ø X 5' STAKES, 4 PER TREE, TYP. WRAP ORANGE CONSTRUCTION FENCE AROUND STAKES, TYP. 2 TREE PROTECTION DETAIL SCALE: N.T.S. DRIPLINE ORANGE PROTECTION FENCE AT DRIPLINE OR AS SHOWN ON PLANS, WHICHEVER IS GREATER WATERPROOF PERMANENT SIGN READING "TREE PROTECTION AREA" BOTTOM OF TREE PROTECTION FENCE TO BE AT OR SLIGHTLY ABOVE GROUND LEVEL, RATHER THAN EMBEDDED NOTES: 1. NO SOIL PLACEMENT OVER EXISTING TREE AND SHRUB ROOTS. NO SOIL SHOULD BE ADDED WITHIN PROTECTED AREAS UNLESS ADDED TO ACHIEVE PROPOSED GRADES. 2. NO TRENCHING IN PROTECTED AREAS. TRENCHING ACROSS THE ROOT SYSTEMS SHOULD START NO CLOSER THAN THE DRIPLINE OF THE TREE. TUNNEL UNDER ROOT SYSTEMS FOR UNDERGROUND UTILITIES SHOULD START 18 INCHES OR DEEPER BELOW THE NORMAL GROUND SURFACE. TREE ROOTS WHICH MUST BE SEVERED SHOULD BE CUT CLEAN. BACKFILL MATERIAL THAT WILL BE IN CONTACT WITH THE ROOTS SHOULD BE TOPSOIL OR A PREPARED PLANTING SOIL MIXTURE. 3. CONSTRUCT STURDY FENCES, OR BARRIERS, OF WOOD, STEEL, OR OTHER PROTECTIVE MATERIAL AROUND VALUABLE VEGETATION FOR PROTECTION FROM CONSTRUCTION EQUIPMENT. 4. PREVENT TALL EQUIPMENT, SUCH AS BACKHOES AND DUMP TRUCKS, FROM CONTACTING TREE BRANCHES. 5. SEE X-XXX FOR TREE PROTECTION LOCATIONS. PLAN VIEWELEVATION VIEW SILT FENCE TO EXTEND AROUND ENTIRE PERIMETER OF STOCKPILE, OR TO EXTEND AROUND DOWNSTREAM PORTION IF STOCKPILE IS ON SLOPE NOTES: 1.REFERENCE IS MADE TO THE SILT FENCE DETAIL FOR MATERIALS AND INSTALLATION METHODS. 2.IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS, IT SHALL BE STABILIZED WITH BURLAP MATTING OR SEEDED WITHIN 7 DAYS OF COMPLETION TO MINIMIZE EROSION. 3.INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER WEEK OR AFTER SUBSTANTIAL RAINFALL. REPAIR OR REPLACE DEFICIENCIES IMMEDIATELY. 4.SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL TOPSOIL STOCKPILE HAS BEEN ELIMINATED AND SHALL BE REMOVED ONLY WHEN DIRECTED BY TOWN OR ENGINEER. 5.FOR WINTER CONSTUCTION, SOIL STOCKPILES 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. 4 SURFACE FINSIH SCHEDULE SCALE: N.T.S. TYPE TYPICAL SECTIONS A UNIT PAVERS LAKEFRONT PATIO B IRREGULAR BLUESTONE SLABS STEPPING STONE PATHS & LAKEFRONT PATIO 2" BEDDING COURSE - MASON SAND IRREGULAR FLAGSTONE (STONE AND FINISH T.B.D.) JOINT TO HAVE GRASS AND OR WOOLY THYME (JOINTS TO HAVE IRREGULAR SHAPE) SUBGRADE EDGE MATERIAL; SEE LAYOUT CONCRETE PAVERS; PAVER TYPE T.B.D. 1" SAND SETTING BED COMPACTED SUBGRADE FILTER FABRIC BARRIER (MIRAFI 140 OR APPROVED EQUAL) MIN. 8" COMPACTED AGGREGATE - NYS DOT ITEM 304.12 TYPE 2 SUBBASE (PLACE AND COMPACT IN 2-4" LIFTS) NOTE: FOR ALL REFERENCES TO NYS DOT, SEE THE NYS DOT 2008 STANDARD SPECIFICATIONS WOVEN GEOTEXTILE STABILIZATION FABRIC, MIRIFI 600X OR APPROVED EQUAL #2 CRUSHER RUN GRAVEL, 6" DEPTH FINISHED PATIO GRADE COMPACTED SUBGRADE NOTES: 1. DRY-LAID STONE SLAB STEPS SHALL BE CONSTRUCTED BY MASONS EXPERIENCED IN CONSTRUCTION OF SIMILAR TYPES OF WALL SYSTEMS. 2. STEPS CONSTRUCTION SHALL BE SUBJECT TO FULL-TIME INSPECTION BY THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE. 3. STONE SLABS SHALL BE DETERMINED BY THE OWNER.6"1'-6" @ ℄ 5' W SLAB STEPS - STONE AND FINISH T.B.D. T.S. EL: SEE l-2.10 6"6 DRY CREEK BED DETAIL SCALE: N.T.S. FILTER FABRIC, OVERLAY ±18" BEYOND CREEK BED LIMITS UNDISTURBED SOIL 30" VARIOUS SIZED BOULDERS, TO SECURE & CONTAIN DRY CREEK. RANDOMLY SPACE BOULDERS IN STREAM BED CHANNEL 3"DISTURBED SOIL RANDOMLY PLACED SHRUBS, PERENNIALS, GRASSES, AND SEDGES AS PER DWG L-3.10 10" DEEP2"Ø-3"Ø RIVER ROCK 7 RAIN GARDEN DETAIL SCALE: N.T.S. 18" BIORETENTION SOIL MEDIA 12" WASHED STONE 6" PONDING DEPTH MULCHED WITH LEAF COMPOST OR SHREDDED WOOD; NO WOOD CHIPS3:1 SIDE SLOPES, TYP. 2'-0" MIN. TO SEASONAL HIGH GROUNDWATER UNDISTURBED SUBGRADE NOTES: 1. THE COMPOSITION OF THE SOIL MEDIA SHALL CONSIST OF 50%-70% SAND (LESS THAN 5% CLAY CONTENT), 50%-30% TOPSOIL WITH AN AVERAGE OF 5% ORGANIC MATERIAL; COMPOST OR PEAT FREE OF STONES, ROOTS AND WOODY DEBRIS AND ANIMAL WASTE. THE DEPTH OF THE AMENDED SOIL SHALL BE 4 INCHES BELOW THE BOTTOM OF THE DEEPEST ROOT BALL. 2. THE STONE LAYER SHALL BE CLEAN WASHED GRAVEL (1.5 INCH - 2.0 INCH DIAMETER). 3. PLANTING BED SHALL BE A MIX OF UPLAND AND WETLAND NATIVE SHRUBS, GRASSES AND HERBACEOUS PLANT MATERIAL ARRANGED IN A NATURAL CONFIGURATION STARTING FROM THE MORE UPLAND SPECIES AT THE OUTERMOST ZONE OF THE SYSTEM TO MORE WETLAND SPECIES AT THE INNERMOST ZONE. PLANTS SHALL BE CONTAINER GROWN WITH A WELL ESTABLISHED ROOT SYSTEM, PLANTED ON ONE-FOOT CENTERS. THE RAIN GARDEN SHALL NOT BE SEEDED AS THIS TAKES TOO LONG TO ESTABLISH THE DESIRED ROOT SYSTEM. SHREDDED HARDWOOD MULCH SHALL BE APPLIED UP TO 2 INCHES TO HELP KEEP SOIL IN PLACE. 2' WIDE RIP RAP OVERFLOW WEIR T/BERM, 6" ABOVE PONDING DEPTH 8 NATURAL STONE SLAB STEPS DETAIL SCALE: N.T.S. 5 RIP RAP LEVEL SPREADER SCALE: N.T.S."W""W"2 x "W""W"DRY CREEK BED 6" HIGH NYSDOT LIGHT STONE FILL BERM MIN. 6" THIK. LAYER OF NO. 2 CRUSHED STONE ON GEOTEXTILE FILTER FABRIC SWALECL 9 SLOT DRAIN DETAIL SCALE: N.T.S.1/8"SEE NOTE 4 4"4"4" ACO RECOMMENDATION IS TO FIX OR BOND PAVER TO BRICKSLOT PAVERS/SLABS, SEE DETAIL 4 ON THIS DRAWING NOTES: 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. ENGINEERING ADVICE MAY BE REQUIRED. 2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE AIR POCKETS. 3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL AND CONCRETE SURROUND. ENGINEERING ADVICE MAY BE REQUIRED. 4. FINISHED LAYER OF PAVERS MUST BE APPROX. 1/8" [3mm] ABOVE THE TOP OF THE CHANNEL EDGE. 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO DETERMINE PROPER LOAD CLASS. 6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. 7. THE BRICKSLOT GRATING SYSTEM SHALL BE 0.47" (12mm) NOMINAL INSIDE WIDTH WITH A 0.71" (18mm) OVERALL WIDTH AT TOP EDGE. THE BRICKSLOT GRATING SYSTEM ADDS 3.27" (83mm) TO THE OVERALL HEIGHT OF THE H100K-8 SYSTEM. SPECIFICATION CLAUSE H100KS-8 SLABDRAIN W/STAINLESS BRICKSLOT 100 - LOAD CLASS A GENERAL THE SURFACE DRAINAGE SYSTEM SHALL BE POLYMER CONCRETE H100K-8 CHANNEL SYSTEM WITH STAINLESS STEEL EDGE RAILS AND BRICKSLOT AS MANUFACTURED BY ACO POLYMER PRODUCTS, INC. MATERIALS CHANNELS SHALL BE MANUFACTURED FROM POLYESTER RESIN POLYMER CONCRETE WITH AN INTEGRALLY CAST-IN STAINLESS STEEL EDGE RAIL. MINIMUM PROPERTIES OF POLYMER CONCRETE WILL BE AS FOLLOWS: COMPRESSIVE STRENGTH: 14,000 PSI FLEXURAL STRENGTH: 4,000 PSI TENSILE STRENGTH: 1,500 PSI WATER ABSORPTION: 0.07% FROST PROOF YES DILUTE ACID AND ALKALI RESISTANT YES B117 SALT SPRAY TEST COMPLIANT YES THE SYSTEM SHALL BE 4" (100mm) NOMINAL INTERNAL WIDTH WITH A 5.1" (130mm) OVERALL WIDTH. ALL CHANNELS SHALL BE INTERLOCKING WITH A MALE/FEMALE JOINT. THE COMPLETE DRAINAGE SYSTEM SHALL BE BY ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN AND/OR IMPROPER INSTALLATION WILL VOID ANY AND ALL WARRANTIES PROVIDED BY ACO POLYMER PRODUCTS, INC. CHANNEL SHALL WITHSTAND LOADING TO PROPER LOAD CLASS AS OUTLINED BY EN 1433. BRICKSLOT SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD CLASS SPECIFIED AND INTENDED APPLICATION. CHANNEL AND BRICKSLOT SHALL BE CERTIFIED TO MEET THE SPECIFIED EN 1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. RIVER ROCK DRAIN TO OUTLET AT RAIN GARDEN SEEDED LAWN. SEED MIX AS SPECIFIED. STABILIZE ALL SLOPES EQUAL TO OR GREATER THAN 3:1 WITH HYDROSEED APPLICATION OF "FLEXTERRA" BONDED FIBER MATRIX, OR EQUAL 6" LOAM TOPSOIL FREE DRAINING FILL SOIL OVER BEDROCK EXISTING BEDROCK12"10 SEEDED AREA DETAIL SCALE: N.T.S.