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Site Plan DrawingsPROJECT LOCATIONGENERAL NOTESPREPARED FORSHEET INDEXZONING STATISTICSPROPERTIES WITHIN 500'CIVITELLA RESIDENCE10 -NOX ROADTOWN OF 37EENS$7RYWARREN CO7NTY NYANTONIO AND MARIA CIVITELLA21 EAST LYDI7S STREETSCHENECTADY NY 12037EENS$7RY ZONING: WATERFRONT RESIDENTIAL WRAPA ZONING: MODERATE INTENSITY 7SETAX MAP ID: 2Ä1Ä201 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 REPRESENTATIVE CONTRACTOR SHALL VERIFY AND COORDINATE LOCATION OF ALL7TILITIES INCL7DING $7T NOT LIMITED TO LINES D7CTS COND7ITSSLEEVES 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 CONSTR7CTION ALL ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD D7RINGCONSTR7CTION SHALL $E RECORDED $Y THE CONTRACTOR ONASÄ$7ILT DRAWINGS AS SPECIFIED CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTINGINFRASTR7CT7RE FOR THE D7RATION OF CONSTR7CTIONLÄ000 COVER SHEETLÄ020 EXISTING CONDITIONS PLANLÄ00 DEMOLITION EROSION AND SEDIMENTCONTROL PLANLÄ110 LAYO7T MATERIALS PLANLÄ210 GRADING DRAINAGE PLANLÄ10 PLANTING LIGHTING PLANCÄ10 7TILITIES PLANCÄ11 7TILITY DETAILSLÄ510 CONSTR7CTION DETAILSFOR APPROVALREVIEW ONLY12/15/20211COVER SHEETLÄ000RE37IREDEXISTINGPROPOSEDMIN LOT SIZE20 ACRES0 ACRES0 ACRESMIN LOT WIDTH150'Ä05' AVG WIDTH5' AVG WIDTHMIN ROAD FRONTAGE150'Ä025'Ä225'Ä2FRONT YARD SET$AC-0'Ä0N/AN/ASIDE YARD SET$AC- 120'Ä05'Ä1115'ÄSIDE YARD SET$AC- 220'Ä00' SHED ENCROACHES 1'ÄINTO NEIGH$ORING LOT EXRESIDENCE 10'Ä1'Ä0REAR YARD SET$AC-0'Ä0N/AN/ASHORELINE $LDG SET$AC- FROM MHW50'Ä0 Ä DETERMINED $YAPA ZONING'Ä50'Ä0MAX $LDG HEIGHT2'Ä07N-NOWN2'ÄMAX FLOOR AREA RATIO2202MIN LOT PERMEA$ILITY5005DRAWING NOPROJECT NOPROJECT DRAWING TITLEDATE:REVISIONS DATE DESCRIPTION ST7DIO ALANDSCAPE ARCHITECT7RE ENGINEERING DPCMAILING:PO $OX 22SARATOGA SPRINGS NY 12OFFICE LOCATION: HIGH ROC- AVE S7ITE SARATOGA SPRINGS NY 12 51 50Ä00IT IS A VIOLATION OF NEW YOR- STATEED7CATION LAW FOR ANY PERSON 7NLESSTHEY ARE ACTING 7NDER THE DIRECTION OF ALICENSED PROFESSIONAL ENGINEERARCHITECT 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 ALTERNATIONAND SPECIFIC DESCRIPTION OF THEALTERATION12/15/20212005CIVITELLA RESIDENCE ANTONIO MARIA CIVITELLA 10 -NOX ROAD 37EENS$7RY NY 120DRAWINGSNOT FORCONSTRUCTIONDWG OFPREPARED FOR 0/15/21 RESPONSE TO PREÄAPP COMMENTS 0/11/21 RESPONSE TO PREÄAPP COMMENTS 12/15/21 RESIDENCE AND SITE PLAN REVISEDPROJECT LOCATIONLA-E GEORGEPROJECT TEAMLANDSCAPE ARCHITECT/CIVIL ENGINEER:ST7DIO A LANDSCAPE ARCHITECT7RE ENGINEERING DPC HIGH ROC- AVE S7ITE ^ PO $OX 22SARATOGA SPRINGS NY 12CONTACT: -IRSTEN CATELLIER RLA MATTHEW H7NTINGTON PEPHONE: 515000ARCHITECT:ADIRONDAC- DESIGNERS INCPO $OX 11LA-E GEORGE NY 125CONTACT: -EVIN MASCHEWS-IPHONE: 5105PROPERTIES W ITH IN 500 'PROPERTIES WITHIN 500' LEGEND: PROPERTY LINE MEAN HIGH WATER LINE EXISTING 2' CONTOUR342 HOUSE SHED 1.4' Remains of Old Dock Shoreline Located 10-17-14 14.5' 10.6' HOUSEDock Approximate Mean High Water (320.20')330325320335330336 335334 3333323313293283343 3 3 332331 HOUSE SHED 1.4' Iron Pipe Found Iron Pipe Found Iron Pipe Found Iron Pipe Found Iron Pipe Found Iron Pipe Found Iron Rod Found Iron Pipe Found 1.5' North of Property Line N02°16'30"E101.52'S77°25' 0 0 " E 243.29'S02°26'10"E25.20'S84°31'20"W 243.66'(Tie Line Only)14.5' 10.6' Paved Drive Paved Drive Lands N/F of Vaccaro (4858/14) Lands N/F of Pensel (1391/47) Capped Rod Set Capped Rod Set Capped Rod Set Capped Rod Set Capped Rod Set Capped Rod Set Capped Rod Set Capped Rod Set HOUSE 13'± 13'±50' SHORELINE BUILDING SETBACK20' SIDE YARD SETBACK 20' SIDE Y A R D S E T B A C K9.34'10.66'36.00'66.25'100' APA WETLAND SETBACK100' WETLAND SETBACKSAVE DATE: 12/13/2021 3:19 PMFILE NAME: Z:\Projects\2020 Projects\20058 - Civitella Residence\DWG\03 SHEETS\20058_L-0.20_EXISTING CONDITIONS.dwgPLOTTED BY: HNOLLDESIGN BY:DRAWN BY:CHECKED BY:####HNKC/SJA/MHEXISTING CONDITIONS2 GRAPHIC SCALE 5 10 20010 1 inch = 10 feet 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. 12/15/2021 20058CIVITELLA RESIDENCEANTONIO & MARIA CIVITELLA104 KNOX ROADQUEENSBURY, NY 12804DRAWINGS 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: BASE SURVEY INFORMATION OBTAINED FROM TAX PARCEL NO. 239.7-1-20, TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. PRODUCED BY D.L. DICKENSON ASSOCIATES ON OCTOBER 24 AND 27, 2014.07/15/21RESPONSE TO PRE-APP. COMMENTS08/11/21RESPONSE TO PRE-APP. COMMENTS12/15/21RESIDENCE AND SITE PLAN REVISED9 L-0.20 LEGEND: PROPERTY LINE MEAN HIGH WATER LINE EXISTING 2' CONTOUR SILT SOXX TREE TO BE REMOVED 342 SILT FENCE 16" He LIMITS OF DISTURBANCE TREE TO BE REMAIN AND BE PROTECTED DURING CONSTRUCTION16" He TREE PROTECTION FENCE HOUSE SHED 1.4' Iron Pipe Found Iron Pipe Found Iron Pipe Found Iron Pipe Found Iron Pipe Found Iron Pipe Found Bathey Marker Found Iron Pipe Found 1.5' North of Property Line N02°16'30"E101.52'S77°25' 0 0 " E 243.29'S02°26'10"E25.20'S84°31'20"W 243.66'(Tie Line Only)14.5' 10.6' Paved Drive Lands N/F of Pensel (1391/47) Capped Rod Set Capped Rod Set Capped Rod Set Capped Rod Set Capped Rod Set Capped Rod Set Capped Rod Set Capped Rod Set 13'± 13'±329332331330329328327327 328330329331332333334335336 33 6 335 3 3 4 332331330333 332331 330329328327326325324323322329328327326325324323322FOUNDATION OF DOCK TO BE REMOVED STEPS TO LAKE TO BE REMOVED AND AREA TO BE GRADED TO MATCH NATURAL CONDITIONS EXISTING RESIDENCE TO BE REMOVED EXISTING SHED TO BE REMOVED TREE TO BE REMOVED, TYP. EXISTING TREE(S) TO BE PROTECTED, TYP.L-0.30 2 DISEASED/DYING TREE TO BE REMOVED SILT SOXX SILT SOXX SILT SOXX L-0.30 1 L-0.30 3 L-0.30 1 CONCRETE WASHOUT AREA STABILIZED CONSTRUCTION ENTRANCE L-5.10 4 L-5.10 1 TOPSOIL STOCKPILE AREA L-5.10 3 INSTALL SILT FENCE ALONG SOUTH PROPERTY LINE L-5.10 2 LIMITS OF DISTURBANCE, 13,439 S.F. EXISTING UTILITY POLE TO BE LOCATED UNDERGROUND 750 SQ.FT. OF DISTURBANCE WITHIN 100' WETLAND SETBACK100' WETLAND SETBACKSAVE DATE: 12/14/2021 11:35 AMFILE NAME: Z:\Projects\2020 Projects\20058 - Civitella Residence\DWG\20058_BASE.dwgPLOTTED BY: HNOLLDESIGN BY:DRAWN BY:CHECKED BY:####HNKC/SJA/MHDEMOLITION AND EROSION & SEDIMENT3 GRAPHIC SCALE 5 10 20010 1 inch = 10 feet 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. 12/15/2021 20058CIVITELLA RESIDENCEANTONIO & MARIA CIVITELLA104 KNOX ROADQUEENSBURY, NY 12804DRAWINGS 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: BASE SURVEY INFORMATION OBTAINED FROM TAX PARCEL NO. 239.7-1-20, TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. PRODUCED BY D.L. DICKENSON ASSOCIATES ON OCTOBER 24 AND 27, 2014.07/15/21RESPONSE TO PRE-APP. COMMENTS08/11/21RESPONSE TO PRE-APP. COMMENTS12/15/21RESIDENCE AND SITE PLAN REVISED9 L-0.30CONTROL PLAN1. 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: 3"Ø X 5' STAKES, 4 PER TREE, TYP. WRAP ORANGE CONSTRUCTION FENCE AROUND STAKES, TYP. 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 L-0.30 FOR TREE PROTECTION LOCATIONS. PLAN VIEW ELEVATION VIEW 12"MIN.UNDISTURBED AREADISTURBED AREA BLOWN/PLACED FILTER MEDIA. COMPOST FILTER SOCK 2"x2" WOODEN STAKES PLACED 10" O.C. @ 45° ANGLE SECTION VIEW DISTURBED AREAFLOW F L OW 182184186UNDISTURBED AREA PLAN VIEW 8"EXISTING CONTOURS 2"x2" WOODEN STAKES PLACES 10" O.C. @ 45° ANGLE COMPOST FILTER SOCK. LIMITS OF DISTURBANCE = 13.499 SF 1. 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 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: QUEENSBURY EROSION AND CONTROL MEASURES: ·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. 2 TREE PROTECTION DETAIL SCALE: N.T.S.1 SILT SOXX DETAIL SCALE: N.T.S. LEGEND: PROPERTY LINE SWALE CENTERLINE ROAD CENTERLINE BUILDING SETBACK MEAN HIGH WATER LINE PROPOSED RESIDENCE PROPOSED RESIDENCE ROOF LINE12.00'PROPOSED U-SHAPED CRIB DOCK BY OTHERS. TO BE INSTALLED WITH SUPPORTS FOR FUTURE SUN DECK. PROPOSED CRIB DOCK F.F.E. 321.5'20.00'PROPOSED STEPS TECHO-BLOC©ROCKA - RIVIERA) TO DOCK (71 SQ. FT.) PROPOSED FIRE PIT AREA (95 SQ. FT.). SURFACE FINISH OF PERMEABLE PAVERS BATTERED ROCKS TO STABILIZE SLOPE PROPOSED WASTEWATER ABSORPTION FIELD. SEE DWGS L-4.10 AND L-4.11 AREA TO REMAIN UNDISTURBED AND TO BE SUPPLEMENTED WITH NATIVE PLANTINGS PER QUEENSBURY SHORELINE VEGETATION PLANTING REGULATIONS LAWN 4.00'LAWN PROPOSED LOCATION OF SEPTIC TANK, SEE DWGS L-4.10 AND L-4.11 PROPOSED RAIN GARDEN SOUTH PROPERTY LINE TO BE BUFFERED WITH EXISTING TREES AND PROPOSED TREES AND SHRUBS L-1.10 1 L-5.10 7 L-5.10 9A L-5.10 9C PROPOSED ON-GRADE MOTOR COURT WITH TECHO-BLOC PERMEABLE PAVERS L-5.10 9B PROPOSED ASPHALT DRIVE PROPOSED 2' WIDE GRAVEL TRENCH 50.00' PROPOSED STEEPING STONES PLANT BED PLANT BED LOCATION OF PROPOSED WELL L-5.10 9D4.00'18" WIDE RIVER ROCK DRIP STRIP L-5.10 8 L-5.10 515.00'L-5.10 6 L-1.10 2 L-1.10 3 14.00'15.75'4.00' L-1.10 3 L-1.10 3ON-GRADE PATIO WITH TECHO-BLOC© PERMEABLE PAVERS 10.00' R 5 . 0 0 'R5.00'R15.00'5.00'5.50' Paved Drive Lands N/F of Vaccaro (4858/14)50' SHORELINE BUILDING SETBACK20' SIDE YARD SETBACK 20' SIDE Y A R D S E T B A C K 35' SHORELINE BUFFER SETBACK6' SHORELINE VEGETATIVECLEARING SETBACKPROPOSED RESIDENCE F.F.E. 334.00 PROPOSED GARAGE F.F.E. 333.50 8" WIDE RIVER ROCK PERIMETER TRENCH FOR OVERFLOW STORMWATER 20.00'4.00'2.50'5.00' 24.00'18.00'8" WIDE RIVER ROCK PERIMETER TRENCH FOR OVERFLOW STORMWATERPERMEABLE PAVER WALKWAY TO FRONT ENTRANCE L-5.10 9B L-1.10 3 PLANT BED PLANT BED PLANT BED SAVE DATE: 12/13/2021 4:21 PMFILE NAME: Z:\Projects\2020 Projects\20058 - Civitella Residence\DWG\03 SHEETS\20058_L-1.10_LAYOUT & MATERIALS.dwgPLOTTED BY: HNOLLDESIGN BY:DRAWN BY:CHECKED BY:####HNKC/SJA/MHLAYOUT AND MATERIALS PLAN4 GRAPHIC SCALE 5 10 20010 1 inch = 10 feet 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. 12/15/2021 20058CIVITELLA RESIDENCEANTONIO & MARIA CIVITELLA104 KNOX ROADQUEENSBURY, NY 12804DRAWINGS 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: BASE SURVEY INFORMATION OBTAINED FROM TAX PARCEL NO. 239.7-1-20, TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. PRODUCED BY D.L. DICKENSON ASSOCIATES ON OCTOBER 24 AND 27, 2014.07/15/21RESPONSE TO PRE-APP. COMMENTS08/11/21RESPONSE TO PRE-APP. COMMENTS12/15/21RESIDENCE AND SITE PLAN REVISED9 L-1.10 LAYOUT NOTES: 1 BOULDER FIRE PIT SCALE: N.T.S. ±5'-0" DIAMETER NATURAL STONE BOULDERS, MAX. HT. 18", MAX WIDTH 18" ISOMETRIC VIEW FINISHED GRADE CROSS SECTION #3 CRUSHED STONE 1'-0"6"4" Ø PERF. PVC UNDERDRAIN, SLOPE TO DAYLIGHT IN BATTERED ROCKS ±3'-0" DIAMETER PHOTO 3 STEEL EDGE DETAIL SCALE: N.T.S.see plan.25" STEEL PLATE COLOR: BLACK 6"3.5'finish grade STEEL STAKE. WELD TO PLATE COLOR: BLACK POROUS PAVERS * APPLY STEEL EDGE TO TO PERIMETER OF ALL PROUS PAVING UNLESS A SEAT WALL IS SPECIFIED. 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. SITE COVERAGE TABLE COVER TYPE SQUARE FEET CREDIT (%) PERVIOUS AREA (S.F.) RESIDENCE ROOF 2477 0 0 ASPHALT DRIVEWAY & GRAVEL TRENCH 1631 0 0 STEPS TO LAKE & FIREPIT 166 0 0 POROUS PAVERS 1698 50 849 PERVIOUS/LANDSCAPED 10841 100 10841 TOTAL: 16,813 TOTAL = 11,690 S.F. OR 69.5% 2 RAIN GARDEN DETAIL SCALE: N.T.S. 12"-18" SOIL MEDIA WHEN UNDERDRAIN REQUIRED 18"-24" 6"-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. 3' WIDE RIP RAP OVERFLOW WEIR T/BERM, 6" ABOVE PONDING DEPTH PROPOSED RESIDENCE LEGEND: PROPERTY LINE MEAN HIGH WATER LINE EXISTING 2' CONTOUR PROPOSED 2' CONTOUR LIMITS OF DISTURBANCE SPOT ELEVATION 342 336 PROPOSED RESIDENCE ROOF LINE + 333.00 POROUS PAVERS BITUMINOUS PAVING LAWN SWALE CENTERLINE Iron Pipe Found Iron Pipe Found Iron Pipe Found Iron Pipe Found Iron Pipe Found Iron Pipe Found Bathey Marker Found Iron Pipe Found 1.5' North of Property Line Paved Drive Lands N/F of Vaccaro (4858/14) Lands N/F of Pensel (1391/47) Capped Rod Set Capped Rod Set Capped Rod Set Capped Rod Set Capped Rod Set Capped Rod Set Capped Rod Set Capped Rod Set HOUSE50' SHORELINE BUILDING SETBACK20' SIDE YARD SETBACK 20' SIDE Y A R D S E T B A C K 35' SHORELINE BUFFER SETBACK6' SHORELINE VEGETATIVECLEARING SETBACKPROPOSED RESIDENCE F.F.E. 334.00 PROPOSED GARAGE F.F.E. 333.50 321.75 + DOCK F.F.E. 321.50 329333.25 + 333.25 + 333.50+ 333.50+ 333.50+332331330329328327327 328330329331332333334335336 33 6 335 3 3 4 332331330333 332331 330329328327326325324323322329328327326325324323322333.50+ 333.50+ +333.50 + 329.75' + LP =333.42' GRADE OUT ONLY AS NECESSARY AND STABILIZE WITH BOULDERS PROPOSED DIVERSION SWALE FOR WASTEWATER ABSORPTION FIELD PROPOSED RAIN GARDEN, T/BERM = 331.5' B/BASIN = 330.0' PROPOSED GRAVEL TRENCH, 2' WIDE X 2' DEEPINFILTRATING PERMEABLE PAVERS PERMEABLE PAVERS L-1.10 2T/STEP = 329.75' B/STEP = 321.75' PITCH FIREPLACE AREA @ 2% TOWARDS BOULDERS GRADE DRIVE @ 4%, CROSS PITCH @ 2% TOWARDS GRAVEL TRENCH HIGH POINT OF SWALE 8" WIDE OVERFLOW TRENCH FOR PERMEABLE PAVERS 8" WIDE OVERFLOW TRENCH FOR PERMEABLE PAVERS L-5.10 9B L-1.10 3 L-5.10 9B L-1.10 3 L-5.10 5 GRADE DRIVEWAY ENTRANCE OUT SMOOTHLY TO MEET EXISTING GRADE SAVE DATE: 12/13/2021 4:37 PMFILE NAME: Z:\Projects\2020 Projects\20058 - Civitella Residence\DWG\03 SHEETS\20058_L-2.10_GRADING & DRAINAGE.dwgPLOTTED BY: HNOLLDESIGN BY:DRAWN BY:CHECKED BY:####HNKC/SJA/MHGRADING AND DRAINAGE PLAN5 GRAPHIC SCALE 5 10 20010 1 inch = 10 feet 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. 12/15/2021 20058CIVITELLA RESIDENCEANTONIO & MARIA CIVITELLA104 KNOX ROADQUEENSBURY, NY 12804DRAWINGS 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: BASE SURVEY INFORMATION OBTAINED FROM TAX PARCEL NO. 239.7-1-20, TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. PRODUCED BY D.L. DICKENSON ASSOCIATES ON OCTOBER 24 AND 27, 2014.07/15/21RESPONSE TO PRE-APP. COMMENTS08/11/21RESPONSE TO PRE-APP. COMMENTS12/15/21RESIDENCE AND SITE PLAN REVISED9 L-2.10 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. 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. MEAN HIGH WATER LINE EXISTING 2' CONTOUR PROPOSED 2' CONTOUR PROPOSED TREE (SEE PLANTING SCHEDULE) PROPOSED SHRUB/PERENNIAL (SEE PLANTING SCHEDULE) BUILDING SETBACK POROUS PAVERS BITUMINOUS PAVING LAWN TREE TO BE REMAIN16" He Paved Drive Lands N/F of Vaccaro (4858/14)50' SHORELINE BUILDING SETBACK20' SIDE YARD SETBACK 20' SIDE Y A R D S E T B A C K 35' SHORELINE BUFFER SETBACK6' SHORELINE VEGETATIVECLEARING SETBACKPROPOSED RESIDENCE F.F.E. 334.00 PROPOSED GARAGE F.F.E. 333.50 PLANT (23) IG WITHIN 35' SHORELINE SETBACK SHORELINE - SPACE AS SHOWN PLANT (19) CA WITHIN 35' SHORELINE SETBACK SHORELINE - SPACE AS SHOWN PLANT (5) VD WITHIN 35' SHORELINE SETBACK SHORELINE - SPACE AS SHOWN PLANT (46) AU WITHIN 35' SHORELINE SETBACK SHORELINE - SPACE AS SHOWN PLANT (25) CP WITHIN 35' SHORELINE SETBACK SHORELINE - SPACE AS SHOWN PLANT (30) GM WITHIN 35' SHORELINE SETBACK SHORELINE - SPACE AS SHOWN PLANT (4) MD WITHIN 35' SHORELINE SETBACK SHORELINE - SPACE AS SHOWN PLANT (20) RH WITHIN 35' SHORELINE SETBACK SHORELINE - SPACE AS SHOWN PLANT (15) DP WITHIN 35' SHORELINE SETBACK SHORELINE - SPACE AS SHOWN PLANT (4) SS WITHIN 35' SHORELINE SETBACK SHORELINE - SPACE AS SHOWN JUNIPER (JV), HYDRANGEA (HP), BLUESTEM (SS), BLACK EYED SUSANS (RH), AND CREEPING THYME (TS) IN FRONT GARDEN BEDS - SPACE AS SHOWN (1) HP WITH RIVER ROCK MULCH PLANT (6) BP WITHIN 35' SHORELINE SETBACK SHORELINE - SPACE AS SHOWN PLANT (25) CL WITHIN 35' SHORELINE SETBACK SHORELINE - SPACE AS SHOWN (5) EP(6) SS PLANT CREEPING THYME (TS) AND GERANIUM (GM) ALONG STEPPING STONES - SPACE AS SHOWN PLANT WHITE SPRUCE (PA), VIBURNUM (VD), BLUESTEM (SS), TURTLEHEAD (CL), BLACK EYED SUSANS (RH), HAY SCENTED FERN (DP), AND CREEPING THYME (TS) ALONG NORTH PROPERTY LINE - SPACE AS SHOWN PLANT WHITE SPRUCE (PA), VIBURNUM (VD), SUMMERSWEET (CL), GERANIUM (GM), TURTLEHEAD (CL), BLACK EYED SUSANS (RH), PURPLE CONEFLOWER (EP), HAY SCENTED FERN (DP), AND CREEPING THYME (TS) IN RAIN GARDEN AREA - SPACE AS SHOWN LANDSCAPING BOULDERS, TYP. - SPACE AS SHOWN/PLACE ARTISTICALLY IN GARDEN BEDS (1) HP WITH RIVER ROCK MULCH (5) HP PLANT BLUESTEM (SS) AND BEARBERRY (AU) IN GARDEN BEDS - SPACE AS SHOWN PLANT BLUESTEM (SS), BLACK EYED SUSANS (RH), AND CREEPING THYME (TS) IN GARDEN BED - SPACE AS SHOWN. MULCH THIS GARDEN BED WITH RIVER ROCK. PLANT ROW OF SWITCHGRASS (PV) ALONG DRIVEWAY LAWN LAWN 3" RIVER ROCK MULCH IN THESE PLANT BEDS PLANTING SCHEDULE KEY QTY SYMBOL SCIENTIFIC NAME COMMON NAME SIZE COMMENTS TREES AC 6 BETULA PAYRIFERA PAPER BIRCH MULTISTEM B&B JV 2 JUNIPERUS VIGINIANA 'TAYLOR''TAYLOR' EASTERN RED CEDAR PG 5 PICEA GALUCA WHITE SPRUCE 8'-10' HT. B & B SHRUBS CA 33 CLETHRA ALIFOLIA SUMMERSWEET 2 GAL. CONT. CP 25 COMPTONIA PEREGRINA SWEETFERN 2 GAL. CONT. HA 20 HYDRANGEA ARBORESCENS 'INCREDIBALL' 'INCREDIBALL' SMOOTH HYDRANGEA 2 GAL. CONT IG 23 ILEX GLABRA INKBERRY HOLLY 2 GAL. CONT. VD 22 VIBURNUM DENTATUM ARROWWOOD VIBURNUM 2 GAL. CONT. PERENNIALS / GRASSES / FERNS / SEDGES AB 11 AGASTACHE 'BLUE FORTUNE'ANISE HYSSOP AU 82 ARCTOSTAPHYLOS UVA-URSI BEARBERRY QUART OR 4" POT CL 52 CHEYLONE LYONII 'HOT LIPS' HOT LIPS TURTLEAD DP 34 DENNSTAEDTIA PUNCTILOBULA HAY SCENTED FERN 1 GAL. POT EP 39 ECHINACEA PURPUREA PURPLE CONEFLOWER 1 GAL. POT GM 52 GERANIUM MACULATUM WILD GERANIUM 1 GAL. POT MD 20 MONARDA DIDYMA BEEBALM 1 GAL. POT PV 49 PANICUM VIRGATUM 'SHENANDOAH'HEAVY METAL BLUE SWITCHGRASS 1 GAL. POT 3' O.C. RH 95 RUDBECKIA HIRTA 'INDIAN SUMMER''INDIAN SUMMER' BLACK EYED SUSANS 1 GAL. POT SS 53 SCHIZACHYRIUM SCOPARIUM 'MINNBLUEA' BLUE HEAVEN LITTLE BLUESTEM 1 GAL. POT TV 136 THYMUS SERPYLLUM CREEPING THYME 4" POT DO NOT USE 'ELFIN' VARIETY SAVE DATE: 12/13/2021 4:37 PMFILE NAME: Z:\Projects\2020 Projects\20058 - Civitella Residence\DWG\03 SHEETS\20058_L-4.10_PLANTING.dwgPLOTTED BY: HNOLLDESIGN BY:DRAWN BY:CHECKED BY:####HNKC/SJA/MHPLANTING PLAN6 GRAPHIC SCALE 5 10 20010 1 inch = 10 feet 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. 12/15/2021 20058CIVITELLA RESIDENCEANTONIO & MARIA CIVITELLA104 KNOX ROADQUEENSBURY, NY 12804DRAWINGS 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: BASE SURVEY INFORMATION OBTAINED FROM TAX PARCEL NO. 239.7-1-20, TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. PRODUCED BY D.L. DICKENSON ASSOCIATES ON OCTOBER 24 AND 27, 2014.07/15/21RESPONSE TO PRE-APP. COMMENTS08/11/21RESPONSE TO PRE-APP. COMMENTS12/15/21RESIDENCE AND SITE PLAN REVISED9 L-4.10 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. F.G. 2' TYP.1'NOTES: 1. TREES SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. 2. THIN BRANCHES & FOLIAGE AS DIRECTED WHILE RETAINING NORMAL SHAPE OF TREE. NEVER CUT A LEADER 3. TREES SHALL BE PLUMB & STRAIGHT. ATTACH 18" GALV. STEEL CABLE TO STAKE. NOTCH STAKE TO RECEIVE CABLE. ENCASE WIRE AROUND TRUNK TO REINFORCE RUBBER HOSE ABOVE FIRST BRANCH. SECURE ALL ENDS OF CABLE WITH GALV. CLAMPS. 4" GALV. TURNBUCKLE EA. CABLE 3"Ø X 8' CEDAR STAKES, 3 PER TREE. STAKES TO BE SAME HEIGHT, DRIVEN IN ON A SLIGHT ANGLE. STAKES TO BE OUTSIDE OF ROOT BALL. WRAP ALL DECIDUOUS TRUNKS NEATLY TO A HEIGHT OF THE SECOND LOWEST BRANCH ( FALL PLANTING ONLY) 3" HT. PLANTING MIX SAUCER 3" DEPTH PINE BARK MULCH; PULL MULCH AWAY FROM TREE TRUNK AMENDED PLANTING MIX, COMPCTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE 1 DECIDUOUS TREE PLANTING DETAIL SCALE: N.T.S. 2' TYP.1'NOTES: 1. TREES SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. 2. NEVER CUT A LEADER 3. TREES SHALL BE PLUMB & STRAIGHT. INSTALL 3 GUYS PER TREE EQUALLY SPACED AROUND ROOTBALL. ATTACH 18" GALV. STEEL CABLES @ 23 HEIGHT OF TREE. PROVIDE REINFORCED RUBBER HOSE TO ENCASE CABLE AROUND TRUNK. SECURE ALL ENDS OF CABLE W/ GALV. CLAMPS. 4" GALV. TRUNBUCKLE EA. CABLE 3"Ø X 2'-0" CEDAR STAKES, 3 PER TREE, DRIVEN IN AT A 25° ANBLE; STAKES TO BE OUTSIDE OF TREE PIT. 3" HT. PLANTING MIX SAUCER 3" DEPTH SHREDDED CEDAR MULCH (NATURAL COLOR); PULL MULCH AWAY FROM TREE TRUNK AMENDED PLANTING MIX, COMPCTED CUT ROPE SURROUNDING BOTTOM OF TREE TRUNK AFTER BACKFILLING BUT BEFORE MULCHING. DO NOT REMOVE BURLAP. NATIVE SOIL DRAINAGE MOUND, COMPACTED TO 92% UNDISTURBED SUBGRADE F.G. 2 EVERGREEN TREE PLANTING DETAIL SCALE: N.T.S. 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"3 SEEDED AREA DETAIL SCALE: N.T.S. 6" MIN.6"4"3" SHREDDED HARDWOOD BARK MULCH OR 3" RIVER ROCK MULCH, SEE PLANS FOR SPECIFIED RIVER ROCK AREAS 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" 4 BALLED & BURLAPPED (B&B) DETAIL SCALE: N.T.S. DIG HOLE 2X DIAMETER OF B7B ROOT BALL OR CONTAINER QUEENSBURY SHORELINE BUFFER REQUIREMENTS REQUIRED REQUIRED (TOTAL)PROPOSED RESIDENCE MIN. WIDTH 35' TREES 1 PER 700 S.F.5.1400 6 SHRUBS 7 (24") NATIVE SHRUBS PER 350 S.F.71.9800 72 HERBACEOUS PLANTS 14 PER 350 S.F.143.9600 144 EVERGREEN : DECIDUOUS MATERIAL RATIO 1:3 MIN.74:222 74:222 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. LEGEND: PROPERTY LINE MEAN HIGH WATER LINE EXISTING 2' CONTOUR PROPOSED 2' CONTOUR SEWER FORCE MAIN 342 336 BUILDING SETBACK TP 1 PT 2 APPROX. LOCATION OF PERCOLATION TEST APPROX. LOCATION OF TEST PIT PROPOSED LOCATION OF WELL PROPOSED RESIDENCE ROOF LINE Paved Drive Lands N/F of Vaccaro (4858/14) HOUSE330325320 335330336 335334 333332331329328 3273343 3 3 332331 50' SHORELINE BUILDING SETBACK20' SIDE YARD SETBACK 20' SIDE Y A R D S E T B A C K 35' SHORELINE BUFFER SETBACK6' SHORELINE VEGETATIVECLEARING SETBACK329332331330329328327327 328330329331332333334335336 33 6 335 3 3 4 332331330333 332331 330TP 1 PT 2 PT 3 TP 2 PT 1 32932832732632532432332232932832732632532432332210.08'(10.0' MIN.)28.65' (20.0' MI N . ) 4"Ø LOW VENT W/ GOOSENECK AND BIRD SCREEN, EXTENDED 3'-0" ABOVE GRADE PER MANUFACTURER'S GUIDELINES. FIELD LOCATE AS DIRECTED. PROPOSED 16'-0" WIDE ABSORPTION BED CONSISTING OF (2) SERIAL SECTIONS: SECTION #1 CONTAINING (4) ROWS OF 30'-0"L ADVANCED ENVIRO-SEPTIC PIPE AS MANUFACTURED BY PRESBY ENVIRONMENTAL, INC. AND SECTION #2 CONTAINING (4) ROWS OF 40'-0"L AES PIPE WITH A 4'-0" SYSTEM SAND EXTENSION. RAISED CONNECTION BETWEEN ROWS, TYP. LIMITS OF SYSTEM SAND 4"Ø SCH. 40 VENT MANIFOLD, SLOPE BACK TOWARD AES SYSTEM AT 1/8"/FT MIN. CONNECT LAST ROW OF EACH SECTION TO VENT MANIFOLD 1,250 GAL. PRECAST CONC. SEPTIC TANK 4"Ø SOLVENT WELDED SCH. 40 PVC SEWER PIPE FROM BUILDING FOUNDATION TO SEPTIC TANK. SLOPE AT 1/4"/FT 4"Ø SOLVENT WELDED SCH. 40 PVC SEWER PIPE FROM D-BOX TO AES SYSTEM. SLOPE AT 1/4"/FT MIN. C-4.20 1 C-4.20 3 C-4.20 6 C-4.20 2 PRECAST CONC. (5) OUTLET DISTRIBUTION BOX 136.78' 100.0' M I N . S E P A R A T I O N R E Q U I R E D PROPOSED POTABLE WATER WELLC-4.20 7 10.04' 5'-0" I.D. PRECAST CONC. PUMP STATION 1 12" HDPE SEWER FORCE MAIN 11. 5 1 ' PROPOSED RESIDENCE FFE: 334.0' C-4.20 5 C-4.20 4 4"Ø HIGH VENT INSTALLED OFF D-BOX W/ GOOSENECK AND BIRD SCREEN. EXTEND 10'-0" MIN. ABOVE LOW VENT INLET. FIELD LOCATE.SAVE DATE: 12/14/2021 9:27 AMFILE NAME: Z:\Projects\2020 Projects\20058 - Civitella Residence\DWG\03 SHEETS\20058_C-3.10_Wastewater Plan.dwgPLOTTED BY: HNOLLDESIGN BY:DRAWN BY:CHECKED BY:####HNKC/SJA/MHWASTEWATER TREATMENT SYSTEM PLAN7 GRAPHIC SCALE 5 10 20010 1 inch = 10 feet 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. 12/15/2021 20058CIVITELLA RESIDENCEANTONIO & MARIA CIVITELLA104 KNOX ROADQUEENSBURY, NY 12804DRAWINGS 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: BASE SURVEY INFORMATION OBTAINED FROM TAX PARCEL NO. 239.7-1-20, TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. PRODUCED BY D.L. DICKENSON ASSOCIATES ON OCTOBER 24 AND 27, 2014.07/15/21RESPONSE TO PRE-APP. COMMENTS08/11/21RESPONSE TO PRE-APP. COMMENTS12/15/21RESIDENCE AND SITE PLAN REVISED9 C-4.10 TEST PIT AND PERCOLATION TEST LOGWASTEWATER TREATMENT SYSTEM NOTES 1. THE ON-SITE SUBSURFACE WASTEWATER TREATMENT SYSTEM SHALL BE A GRAVELLESS MEDIA-WRAPPED CORRUGATED PIPE ABSORPTION BED SYSTEM UTILIZING ADVANCED ENVIRO-SEPTIC (AES) PIPE AS MANUFACTURED BY PRESBY ENVIRONMENTAL, INC., WHITEFIELD, NH. THE BASIS OF DESIGN FOR THE SYSTEM IS AS FOLLOWS: DESIGN STANDARDS NYSDOH APPENDIX 75-A & PRESBY ENVIRONMENTAL, INC. DESIGN AND INSTALLATION MANUAL FOR ADVANCED TREATMENT LEACHFIELD AND ADVANCED ENVIRO-SEPTIC WASTEWATER SYSTEMS, DATED MARCH 2020 NUMBER OF BEDROOMS 4 DESIGN WASTEWATER FLOW RATE 440 Gpd DESIGN PERCOLATION RATE 21 - 30 Min/In SEPTIC TANK MIN. CAPACITY 1,250 Gal* SEPTIC TANK CAPACITY PROVIDED 1,250 Gal* APPLICATION RATE (REPAIR/REPLACEMENT) 0.75 Gpd/SQ. FT MIN. SYSTEM SAND AREA REQ'D 440 Gpd/ [0.75 Gpd/SQ. FT] = 586.7 SQ. FT SYSTEM SAND AREA PROVIDED 596 SF AES PIPE REQ'D 4 BR * 70 LF/BR = 280 LF AES PIPE PROVIDED 280LF (4 ROWS OF 30'-0" LF + 4 ROWS OF 40'-0" LF) PLUMBING FIXTURES MAX. 1.6 GAL./FLUSH WATER CLOSETS *NO SPAS OR GARBAGE GRINDERS 2. THE AES PIPE WASTEWATER TREATMENT SYSTEM SHALL BE INSTALLED BY A CONTRACTOR CERTIFIED BY PRESBY ENVIRONMENTAL, INC. TO PERFORM RESIDENTIAL SYSTEM INSTALLATIONS IN NEW YORK STATE. 3. ALL WASTEWATER TREATMENT SYSTEM COMPONENTS SHALL BE IN STRICT ACCORDANCE WITH THE SYSTEM DESIGN INFORMATION INDICATED ON THESE DRAWINGS, ADVANCED ENVIRO-SEPTIC (AES) INSTALLATION GUIDELINES AND WITH ALL N.Y.S. DEP'T. OF HEALTH AND TOWN OF QUEENSBURY REQUIREMENTS. 4. THE DISCHARGE OF WASTE FROM GARBAGE GRINDERS, SPA TUBS, SUMP PUMPS, ROOF DRAINS, WATER TREATMENT SYSTEM BACKWASH AND NON-CONSERVING WATER FIXTURES IS PROHIBITED. ADDITIONALLY, LAWN IRRIGATION SYSTEMS SHALL NOT BE INSTALLED ABOVE THE WASTEWATER ABSORPTION FIELD. 5. THE SEPTIC TANK SHALL BE A PRECAST CONCRETE NON-TRAFFIC TYPE WITH SANITARY TEES OR BAFFLES AT INLETS AND OUTLETS. MINIMUM TANK CAPACITY SHALL BE AS SHOWN. FOR TWO-PIECE TANKS, PROVIDE SEALANT PER MANUFACTURER'S INSTRUCTIONS BETWEEN THE TANK SECTIONS. THOROUGHLY CLEAN JOINT IMMEDIATELY PRIOR TO INSTALLING SEALANT. IF AIR TEMPERATURE IS BELOW 65°F, WARM SEALANT TO A PLIABLE CONDITION. SET TANK LEVEL ON NO. 2 CRUSHED STONE AS INDICATED. 6. THE EXTERIOR SURFACES OF THE SEPTIC TANK SHALL BE THOROUGHLY COATED WITH THE MANUFACTURER'S STANDARD ASPHALT WATERPROOF COATING. 7. THE PUMP STATION SHALL BE A 5'-0" I.D. PRECAST CONC. MANHOLE AS MANUFACTURED BY FORT MILLER CO. OR APPROVED EQUAL. SET STRUCTURE LEVEL ON CRUSHED STONE AS INDICATED. ALL EXTERIOR SURFACES SHALL BE SEALED WITH THE MANUFACTURER'S STANDARD SEALANT. 8. THE DISTRIBUTION BOX SHALL BE PRECAST CONCRETE (5) OUTLET STRUCTURE WITH CONCRETE BAFFLE AS MANUFACTURED BY THE FORT MILLER COMPANY, OR APPROVED EQUAL. 9. EFFLUENT PUMP SHALL BE A ZOELLER PUMP COMPANY MODEL 53 SUBMERSIBLE 1 1/2" EFFLUENT PUMP, SERIES 50, 3/10 HP, SINGLE PHASE, 115 VOLT, OR APPROVED EQUIVALENT. 10. FLOAT CONTROL SWITCHES SHALL BE ZOELLER PUMP COMPANY PIGGYBACK VARIABLE LEVEL FLOAT SWITCH, FIRMLY MOUNTED TO THE PUMP PIT STRUCTURE WITH A GOULDS FSB1 FLOAT BRACKET, OR APPROVED EQUAL. 11. PUMP CONTROL PANEL SHALL BE A ZOELLER SIMPLEX ELECTRICAL CONTROL PANEL UNIT, OR EQUIVALENT, INCLUDING NEMA 4X WATERTIGHT ENCLOSURE, AUDIBLE AND VISUAL ALARMS FOR HIGH WATER, RUN INDICATOR LIGHTS, AND MANUAL OPERATION SWITCHES, PUMP CONTROL PANEL SHALL BE INSTALLED IN A CONSPICUOUS LOCATION WITHIN BUILDING OR ON A PPT POST PROXIMAL TO PUMP STATION. 12. ALL ELECTRICAL WIRING SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND STATE AND LOCAL REQUIREMENTS. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC CONDUIT WITH APPROPRIATE FITTINGS. 13. FORCE MAIN PIPING SHALL BE 1 1/2"Ø HDPE PIPE, PRESSURE RATING OF 160 PSI WITH BARBED FITTINGS, PROVIDE (2) STAINLESS STEEL CLAMPS AT EACH SIDE OF FITTING. FORCE MAIN PIPE SHALL BE INSTALLED TO DRAIN BACK FROM THE ABSORPTION FIELD TO THE PUMP STATION WITH NO SAGS OR HUMPS. . 14. GRAVITY SEWER PIPING SHALL BE SOLVENT WELDED SCH. 40 PVC PIPE WITH GASKETED JOINTS AND FITTINGS. INSTALL SEWER PIPING TO THE INVERTS INDICATED AT A UNIFORM SLOPE BETWEEN DESIGNATED ELEVATIONS WITH NO SAGS OR HUMPS. THE MINIMUM SLOPE FOR ALL GRAVITY SEWER PIPING SHALL BE 1/4"/FT (2%) UNLESS OTHERWISE INDICATED. 15. REMOVE ALL TOPSOIL, STUMPS, AND ORGANIC MATERIAL FROM THE DISPOSAL SYSTEM AREA. AFTER EXCAVATING THE ABSORPTION AREA TO THE LIMITS AND DEPTHS INDICATED, THE WALLS AND FLOORS OF THE BED AREA SHALL BE CLEANED AND RAKED TO ACHIEVE AN EVEN SECTION AND TO LOOSEN SMEARED AREAS. 16. NO HEAVY EQUIPMENT OR VEHICULAR TRAFFIC SHALL BE ALLOWED WITHIN THE LIMITS OF THE DISPOSAL FIELD AFTER FILL MATERIAL HAS BEEN PLACED BOTH DURING OR AFTER CONSTRUCTION. 17. PLACEMENT OF SYSTEM SAND BED AND AES PIPES SHALL BE AS SHOWN AND CARE SHALL BE TAKEN TO AVOID INCLUSION OF FINE GRAINED SOIL AND WASTE MATERIAL IN THE SAND AND PIPING. 18. SYSTEM SAND SHALL CONFORM TO THE FOLLOWING PERCENTAGE AND QUALITY RESTRICTIONS: -NO STONES OVER 3/4" IN DIAMETER -35% MAX. RETAINED BY A #10 SIEVE -40-90% RETAINED BY A #35 SIEVE -MAXIMUM 3% OF TOTAL SAND MAY PASS THROUGH #200 SIEVE -ASTM C-33 OR NYSDOT 703-07 SAND MAY BE ACCEPTABLE PROVIDING NO MORE THAN 3% -PASSES A #200 SIEVE WHEN WASHED 19. TOPSOIL AND SEED THE TREATMENT SYSTEM AREA AND ALL OTHER DISTURBED AREAS IMMEDIATELY AFTER CONSTRUCTION. NO TREES OR DEEP ROOTING PLANT SPECIES SHALL BE PLANTED WITHIN PROXIMITY OF THE ABSORPTION BED AREA. 19. HIGH AND LOW VENTS ARE REQUIRED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. THE LAST ROW OF EACH TRENCH SHALL BE CONNECTED TO A 4"Ø PVC PIPE COMMON LOW VENT MANIFOLD. MAINTAIN MIN. 1/8"/FT SLOPE BACK TOWARD THE AES TRENCHES. THE LOW VENT SHALL BE A 4"Ø GOOSENECK, EXTENDED 3'-0" ABOVE GRADE PER MANUFACTURER'S GUIDELINES. THE HIGH VENT SHALL BE INSTALLED OFF THE FORCE MAIN STILLING TANK AND SHALL EXTEND 10'-0" ABOVE THE LOW VENT OPENING. PROVIDE BIRD SCREENS AT VENT OPENINGS. 21. SUBMITTALS: THE CONTRACTOR SHALL SUBMIT THE FOLLOWING ITEMS FOR REVIEW BY THE ENGINEER. SUBMITTALS SHALL BE TRANSMITTED ELECTRONICALLY. NO FABRICATION OF THESE ITEMS SHALL BE PERMITTED UNTIL THE SUBMITTALS HAVE BEEN REVIEWED AND ACCEPTED: A. PRECAST CONCRETE SEPTIC TANK B. PRECAST CONCRETE PUMP STATION C. EFFLUENT PUMP D. PUMP CONTROL PANEL E. FLOAT SWITCHES AND BRACKETS 20. NOTIFY THE ENGINEER FOR INSPECTION AT THE FOLLOWING PHASES OF CONSTRUCTION: ---- UPON COMPLETION OF SEPTIC TANK, PUMP STATION, PUMP AND ABSORPTION FIELD CONSTRUCTION, WHILE AES PIPES ARE EXPOSED (PRIOR TO BACKFILL), TO TEST PUMP PERFORMANCE, INSPECT PUMP FLOATS AND CONTROL PANEL OPERATION. 21. UPON COMPLETION OF CONSTRUCTION THE CONTRACTOR SHALL PREPARE A MAP OF AS-BUILT CONDITIONS INDICATING A MINIMUM OF TWO TIE DIMENSIONS FROM ADJACENT CORNERS OF THE BUILDINGS TO EACH CORNER OF THE ABSORPTION FIELD. 22. EXISTING SEPTIC TANK AND SEEPAGE PIT SHALL BE PUMPED AND CLEANED TO REMOVE ALL EXISTING WASTEWATER MATERIALS AND SHALL BE ABANDONED IN PLACE BY COLLAPSING THE EXISTING TANK COVER(S) AND FILLING THE REMAINING TANK WITH COMPACTED GRANULAR FILL. TEST PIT (TP-1) 0" - 4" TOPSOIL & ORGANICS 4" - 21" YELLOWISH BROWN SILTY LOAM 21" - 48" LIGHT BROWN FINE SANDY LOAM 48" - 76" LIGHT BROWN SILTY LAOM (MOIST) MOTTLING AT 74" BELOW EXISTING GRADE NO BEDROCK ENCOUNTERED TEST PIT (TP-2) 0" - 4" TOPSOIL 4" - 20" YELLOW BROWN SILTY LOAM 20" - 34" LIGHT BROWN FINE SILTY LOAM 34" - 76" LIGHT BROWN COMPACTED FINE SILTY LOAM NO GROUNDWATER ENCOUNTERED NO BEDROCK ENCOUNTERED PERCOLATION TEST (PT-1): STABILIZED RATE = 9 MIN. 33 SEC. TEST PERFORMED AT ±24" BELOW EXISTING GRADE PERCOLATION TEST (PT-2): STABILIZED RATE = 20 MIN. 21 SEC. TEST PERFORMED AT ±24" BELOW EXISTING GRADE PERCOLATION TEST (PT-3): STABILIZED RATE = 11 MIN. 53 SEC. TEST PERFORMED AT ±24" BELOW EXISTING GRADE TEST PITS TP-1 AND TP-2 WERE WITNESSED AND EVALUATED BY MATTHEW E. HUNTINGTON, PE ON APRIL 8, 2021. PERCOLATION TESTS PT-1, PT-2 AND PT-3 WERE PERFORMED BY MATTHEW E. HUNTINGTON, PE ON APRIL 8, 2021. SAVE DATE: 12/13/2021 3:11 PMFILE NAME: Z:\Projects\2020 Projects\20058 - Civitella Residence\DWG\03 SHEETS\20058_C-3.20_WASTEWATER DETAILS.dwgPLOTTED BY: HNOLLDESIGN BY:DRAWN BY:CHECKED BY:####HNKC/SJA/MHWASTEWATER TREATMENT SYSTEM DETAILS8 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. 12/15/2021 20058CIVITELLA RESIDENCEANTONIO & MARIA CIVITELLA104 KNOX ROADQUEENSBURY, NY 12804DRAWINGS NOT FOR CONSTRUCTION DWG OFPREPARED FOR07/15/21RESPONSE TO PRE-APP. COMMENTS08/11/21RESPONSE TO PRE-APP. COMMENTS12/15/21RESIDENCE AND SITE PLAN REVISED9 C-4.20 3" MIN. TOPSOIL AND SEED (4) ROWS OF 40'-0" ADVANCED ENVIRO-SEPTIC PIPE AS MANUFACTURED BY PRESBY ENVIRONMENTAL, INC. UNDISTURBED SOIL (TYP.) FINISHGRADE, SEE PLANS 1 WASTEWATER DISPOSAL BED DETAIL SCALE: N.T.S. SERIAL SECTION #1: 5'-6" PIPE LAYOUT WIDTH SERIAL SECTION #2: 5'-6" PIPE LAYOUT WIDTH 6" TYP. 16'-0" SYSTEM SAND WIDTH SYSTEM SAND EXTENSION 4'-0" L LC PIPE C PIPE 1'-6" TYP.3" MIN.6" TYP.6" TYP.RESTRICTIVE LAYER2'-0" MIN.HOLD BOTTOM OF PIPE LEVEL ACROSS LINEAR LENGTH OF BED (4) ROWS OF 30'-0" ADVANCED ENVIRO-SEPTIC PIPE AS MANUFACTURED BY PRESBY ENVIRONMENTAL, INC. 4"Ø LOW VENT TO 3'-0" ABOVE FINISHED GRADE. PROVIDE BIRD SCREEN.FIELD LOCATE. T/BED SLOPE = 15% MAX EXISTING GRADE SYSTEM SAND PER MANUFACTURER'S SPECIFICATIONS, TYP. SEE NOTE 18, DWG. C-4.10 2 SEPTIC TANK DETAIL SCALE: N.T.S. C OPENINGL C OPENINGL INLET INVERT EL. MIN. 2" ABOVE OUTLET INVERT.D=30" MIN.FLOWFLOW L 0.3 LD/32" MIN.1'-4"MIN.1'-6"MIN.MANUFACTURER'S STANDARD OPENING AND COVER, (TYP.) WALL FOR DUAL CHAMBER TANK. SEE NOTE BELOW UNDISTURBED SOIL INVERT OF SLOT OR HOLES CONNECTING CHAMBERS OF DUAL CHAMBER TANK LIQUID LEVEL LOCATION MARKER, (TYP.) FINISH GRADE, (TYP.) MIN. 18"Ø OPENING, EA. END OF TANK. (TYP.) SANITARY TEE #2 CRUSHED STONE PLACED ON AND WRAPPED WITH GEOTEXTILE FABRIC NOTES: 1. PROVIDE FLEXIBLE PIPE BOOTS AT ALL PENETRATIONS INTO ALL TANKS. 2. FOR DUAL CHAMBER TANK, WALL SHALL HAVE A 4"V. x 18" WIDE SLOT, OR (4) 4"Ø HOLES, INVERT LOCATED AS SHOWN. DUAL CHAMBER TANKS SHALL BE PROVIDED FOR ALL SEPTIC TANKS WITH AN INTERIOR LENGTH GREATER THAN OR EQUAL TO 10 FT. 12" MIN (TYP.)8" MIN(TYP)8" MIN.1'-4"MAX1" MIN.AIR GAP12" MIN. OF CLEAN SAND OR PEA GRAVEL FOUNDATION INLET FORT MILLER PRECAST DISTRIBUTION BOX OR APPROVED EQUAL 4" PVC GRAVITY SEWER @0.5% MIN. SLOPE PROVIDE ADJUSTABLE LEVELING DEVICE ON EACH OUTLET LOCATION MARKER OUTLET±10"6 PRECAST DISTRIBUTION BOX DETAIL SCALE: N.T.S. 4"Ø HIGH VENT, EXTEND MIN. 10'-0" ABOVE LOW VENT INLET. FIELD LOCATE. LEVEL 4"Ø SCH. 40 PVC PIPE RAISED CONNECTION BETWEEN ROWS. ELBOW LEVEL WITH TOP OF OFFSET ADAPTER.RANDOMLY ORIENTED FIBER MAT. GEOTEXTILE FIBER WRAP. ENVIRO-SEPTIC PIPE. 4"Ø COMMON LOW VENT WHERE SHOWN. SCREEN OPENING. TOPSOIL AND SEED ALL FINAL GRADES. NO DEEP ROOTED PLANT MATERIALS ON SYSTEM OR OVERFILL AREAS.2"-4" 2"-4" 6"SEE PLANS FOR PIPE LENGTH N.T.S. 6"2'-0"MIN.OFFSET ADAPTER. OFFSET ADAPTER. 4"Ø SCH. 40 PVC PIPE FROM SEPTIC TANK SET ELBOW LEVEL WITH TOP OF OFFSET ADAPTER. UNDISTURBED SOIL (TYP.)3'-0" MIN.SYSTEM SAND, SEE WASTEWATER TREATMENT SYSTEM NOTE #11, DWG. C-3.106" TYP.3" MIN.FINISHED GRADE. SEE PLANS HOLD BOTTOM LEVELRESTRICTIVE LAYER 3 TYPICAL ADVANCED-ENVIRO SEPTIC PIPE DETAIL SCALE: N.T.S.7 TYPICAL WELL DETAIL SCALE: N.T.S. PITLESS ADAPTER WITH SANITARY SEAL FOR DISCHARGE PIPE. BENTONITE GROUT AROUND CASING TO ROCK AND ASSPECIFIED IN APPENDIX 5-B. WATER QUALITY SAMPLING SHALL BE DETERMINED FOR INDIVIDUAL DRILLED WELLS. WATER QUALITY SHOULD COMPLY WITH 10NYCRR PART 5, TITLED DRINKING WATER STANDARDS. THE MINIMUM WATER QUALITY PARAMETERS TO BE TESTED SHALL INCLUDE COLIFORM BACTERIA, LEAD, NITRATE, NITRITE, IRON, MANGANESE, IRON PLUS MANGANESE, SODIUM, pH, HARDNESS, ALKALINITY AND TURBIDITY. ADDITIONAL SAMPLING MAY BE NECESSARY BASED ON PROXIMITY OF THE WELL TO POTENTIAL SOURCES OF CONTAMINATION. WATER QUALITY SAMPLES THAT DO NOT MEET POTABILITY STANDARDS WILL REQUIRE TREATMENT TO MEET THE DRINKING WATER STANDARDS. WHEN WELL WATER TREATMENT IS NECESSARY TO MEET THE DRINKING WATER STANDARDS, ONLY WHOLE HOUSE TREATMENT IS RECOMMENDED, EXCEPT FOR SOFTENING. WHEN WATER SOFTENING TREATMENT IS PROVIDED ONLY THE WATER FLOWING TO THE WATER HEATER, LAUNDRY AND BOILER SHOULD BE SOFTENED TO PRODUCE A BLENDED WATER HARDNESS OF 50 - 80 mg/l. TREATMENT MAY BE INSTALLED FOR IRON REMOVAL, MANGANESE REMOVAL, CORROSION CONTROL, SOFTENING, TASTE/ODOR CONTROL, FLUORIDE REDUCTION, DEGASIFICATION AND ORGANIC CHEMICAL REMOVAL. AQUIFERS EXHIBITING BIOLOGICAL CONTAMINATION OR TURBIDITY, EXCEEDING THE DRINKING WATER STANDARD OF 5 NTU, ARE NOT APPROPRIATE FOR INDIVIDUAL WATER SUPPLY DEVELOPMENT. OXIDIZED IRON OR MANGANESE TURBIDITY SHOULD NOT BE INCLUDED WHEN DETERMINING TURBIDITY VALUES SINCE BOTH MAY BE REMOVED BY TREATMENT. TREATMENT FOR TURBIDITY REMOVAL MAY BE ACCOMPLISHED VIA AN INLINE CARTRIDGE FILTRATION SYSTEM CAPABLE OF FILTERING PARTICLES GREATER THAN 5 MICRONS (i.e., 5 MICRON ULTIMATE FILTRATION CAPACITY). DRINKING WATER TREATMENT UNITS SHALL CONFORM WITH ALL APPLICABLE NSF STANDARDS. NSF CERTIFIED PRODUCTS ARE LISTED IN A SEARCHABLE DATABASE ON THE INTERNET AT http://www.nsf.org THE INDIVIDUAL DRILLED WELL SHALL BE CONSTRUCTED IN ACCORDANCE WITH 10NYCRR APPENDIX 5-B, TITLED "STANDARDS FOR WATER WELLS". AFTER A NEW WELL HAS BEEN CONSTRUCTED OR AN EXISTING WELL HAS BEEN REPAIRED OR SERVICED IN A MANNER THAT REQUIRES THE OPENING OF THE WELL CASING, THE WELL SHALL BE PUMPED TO WASTE UNTIL THE PUMPED WATER IS REASONABLY CLEAR. AFTER PUMPING TO WASTE, THE WELL, PUMPING EQUIPMENT, AND BUILDING PLUMBING SHALL BE DISINFECTED BEFORE BEING PUT INTO USE. DISINFECTION SHALL BE CONDUCTED IN ACCORDANCE WITH NYSDOH POLICY. INDIVIDUAL WELLS SHOULD, IF POSSIBLE, BE CONSTRUCTED TO PRODUCE A MINIMUM LONG-TERM SUSTAINABLE YIELD OF 5 GPM OR MORE. WHERE THIS CAN NOT BE ACHIEVED, THE FOLLOWING TABLE CAN BE USED TO HELP SELECT WATER STORAGE THAT WILL ALLOW LOW YIELD WELLS TO MEET PEAK HOUSEHOLD WATER DEMAND. THIS STORAGE CAN BE PROVIDED BY A TANK, STORAGE IN THE WELL, OR A COMBINATION OF BOTH. PRESSURE STORAGE TANK MINIMUM SIZE: 2 BEDROOM HOUSE - 42 GAL 3 OR 4 BEDROOM HOUSE - 82 GAL 5 BEDROOM HOUSE - 120 GAL TANK PRESSURE OF 60 PSI. 20'-0" MIN. THROUGH OVERBURDEN,OR 5'-0" BELOW PUMPING LEVEL.SEE APPENDIX 5-B, TALBE 2. 5 GPM @ A STORAGE MINIMUM CAPACITYSUBMERSIBLE PUMP DROP PIPE WELL CASING VENTED WELL CAP WITH SANITARYSEAL FOR ELECTRICAL CABLES.18''MIN.PITLESS CASE MOTOR CABLE BUILDING FOUNDATION 1. 2. 3. 4. 5. 6. NOTE: THE MINIMUM WELL SEPARATION DISTANCES FROM CONTAMINANT SOURCES (WASTEWATER DISPOSAL SYSTEMS, ETC.) SHALL BE INCREASED BY 50% WHENEVER AQUIFER WATER ENTERS THE WATER WELL AT LESS THAN 50 FEET BELOW GRADE. IF A 50% INCREASE IN SEPARATION DISTANCES CANNOT BE ACHIEVED, THEN 50 FEET OF CASING BELOW GRADE SHALL BE PROVIDED. CONTROL WIRING TO PUMP ALARM & CONDUITS FOR POWER SUPPLY AND PUMP OFF 1'-0"DIM. "A"6"MIN.PUMP ON ALARM ON EL. AS REQ'D. PIPE FROM SEPTIC TANK.4"Ø SOLID PVC FLOAT WIRE BRACKET. CONTROLLER PANEL IN ADJOINING BLDG. NEMA 4 JUNCTION BOX MOUNTED ON 4"PPT POST OR ON BUILDING WALL 2'-0" ABOVE GRADE.8"MIN.(SEE TABLE)SLOPE @ 1/4"/FT.4'-0" MIN.DIM. "B"(SEE TABLE)PUMP STATION VOLUMES DIMENSION "A" VOLUME DIMENSION "B" VOLUME * STORAGE VOLUME > 1 DAY DESIGN FLOW. #2 CRUSHED STONE PLACED ON AND WRAPPED WITH GEOTEXTILE FABRIC. EXTEND BEYOND ANTI-FLOATATION COLLAR 1'-0" MIN. ON ALL SIDES MAX. STORAGE VOLUME EL. PUMPING STATION IS SHOWN AS DIAGRAMMATIC ONLY. NOTES: 1.2.THE USE OF A 4'-0" I.D. PRECAST CONC. MANHOLE STRUCTURE EQUIPPED WITH AN ANTI-FLOATATION COLLAR, AS MANUFACTURED BY THE FORT MILLER COMPANY, FOR THE PUMP STATION STRUCTURE IS ASSUMED. MINIMUM INTERIOR HEIGHT OF STRUCTURE IS 6'-1". NOTIFY THE ENGINEER IMMEDIATELY IF ACTUAL DIMENSIONS FOR THE STRUCTURE DIFFER FROM THESE VALUES. GLOBE VALVE SHALL BE THROTTLED TO PROVIDE A MAXIMUM OUTFLOW FROM PUMP STATION OF 10 GPM. UNDISTURBED SOIL.EFFLUENT PUMP. 1-1/2" DISCHARGE LINE. CHECK VALVE. DRILL 1/4"Ø BLEED HOLE ABOVE CHECK VALVE. GROUT FOR WATERTIGHT SEAL, (TYP.) 1-1/2"Ø HDPE FORCE MAIN PIPE TO DISTRIBUTION BOX 2" GLOBE VALVE. DISCONNECT. 4'Ø I.D. PRECAST CONC. MANHOLE. PRECAST CONC. GRADE RINGS. AS REQ'D. 26"Ø MANHOLE COVER AND FRAME. NEENAH MODEL R-1773-A @ OPENING ABOVE PUMP ONLY. MANUFACTURER'S STANDARD CONC. COVER @ SECOND OPENING. 3. 2"Ø SCH 40 PVC VENT PIPE. EXTEND PIPE TO BUILDING, 2'-0" ABOVE ROOF LINE, PROVIDE RAIN CAP. PRECAST CONC. ANTI-FLOATATION COLLAR ALL SIDES. 6" MIN. (TYP.) 4 PIPE TRENCH DETAIL SCALE: N.T.S. 4" THK. RIGID POLYSTYRENE INSUL. x 4 FT. WIDE CENTERED ON PIPE WHERE DEPTH TO TOP OF PIPE IS LESS THAN 4 FT. "D"1'-6"DETECTION TAPE. HDPE FORCE MAIN CENTERED IN TRENCH. D+2'-0" MAX. D+1'-0" MIN. UNDISTURBED SOIL. OR BEDROCK. BEDDING SAND. HAND TAMPED. COMPACTED BACKFILL. 1. ALL EXCAVATION & TRENCHING SHALL MEET OSHA & ALL STATE & LOCAL REQUIREMENTS. 2. FORCE MAIN DIAMETER (D) = 1 1/2 IN. FINISHED GRADE. ℄ TRENCH, PIPE & TAPE 4'-0" MIN.~4"4"~NOTES: 5 PUMP STATION DETAIL SCALE: N.T.S. SAVE DATE: 12/14/2021 11:30 AMFILE NAME: Z:\Projects\2020 Projects\20058 - Civitella Residence\DWG\01 XREF\Details\PAVEMENT_SCHEDULE_FULL.dwgPLOTTED BY: HNOLLDESIGN BY:DRAWN BY:CHECKED BY:####HNKC/SJA/MHCONSTRUCTION DETAILS9 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. 12/15/2021 20058CIVITELLA RESIDENCEANTONIO & MARIA CIVITELLA104 KNOX ROADQUEENSBURY, NY 12804DRAWINGS NOT FOR CONSTRUCTION DWG OFPREPARED FOR07/15/21RESPONSE TO PRE-APP. COMMENTS08/11/21RESPONSE TO PRE-APP. COMMENTS12/15/21RESIDENCE AND SITE PLAN REVISED9 L-5.10 EXISTING PAVEMENT NOTE: 1. STONE SIZE - USE 1" -4" TYPE 3 STONE. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30' MINIMUM LENGTH WOULD APPLY). 3. THICKNESS - NOT LESS THAN 6". 4. WIDTH - 12 FEET MINIMUM, BUT NOT LESS THAN THE FULL WIDTH WHERE INGRESS AND EGRESS OCCUR. 24 FEET IF SINGLE ENTRANCE TO THE SITE. 5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING THE 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 A 5:1 SLOPE WILL 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 MUST BE REMOVED IMMEDIATELY. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A 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. 1 STABILIZED CONSTRUCTION ENTRANCE DETAIL SCALE: N.T.S. 50' MIN. 12' MIN. 12' MIN. 10' MIN. 10' MIN. 6" MIN. 50' MIN. 3'5:1 GEOTEXTILE FABRIC MOUNTABLE BERM (OPTIONAL) EXISTING PAVEMENT EXISTING GROUND EXISTING GROUND PLAN VIEW PROFILE VIEW 3 TOPSOIL STOCKPILE DETAIL SCALE: N.T.S. 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. STAKES PER BALE (2) 2"x2"x4' ANCHOR BALES WITH BALES TO BUTT 10' MIN. POLYETHYLENE SHEETING BINDING WIRE STRAW BALE (TYPICAL) WOOD STAKE (TYPICAL) 10 MIL 30"± 6" MIN DEPTH AGGREGATE 6" MIN IMBEDMENT (TYPICAL) EXISTING GRADE 18"± 12" MAX AGGREGATE TRUCKS ALL CONCRETE WASHOUT HERE SHALL 18" 12"BLACK LETTERS ON WHITE BACKGROUND GALVANIZED "U" 7'-0" TO BOTTOM OF SIGN 3'-0" MIN SOIL EMBEDMENT FINISH GRADE SIGN SHALL BE PLACED IN A PROMINENT LOCATION AT WASHOUT AREA CHANNEL POST TYPICAL SECTION PLAN WASHOUT SIGN ALL AROUND 12" MIN POLYETHYLENE SHEETING 10 MIL SEASONAL HIGH GROUNDWATER TABLE 10' MIN. 4 CONCRETE WASHOUT AREA DETAIL SCALE: N.T.S. CAPACITY: THE WASHOUT FACILITY SHALL BE SIZED TO CONTAIN SOLIDS, WASH WATER, AND RAINFALL SIZED TO ALLOW FOR EVAPORATION OF WASH WATER AND RAINFALL. WASH WATER SHALL BE ESTIMATED AT 7 GALLONS PER CHUTE AND 50 GALLONS PER HOPPER OF CONCRETE PUMP TRUCK AND/OR DISCHARGING DRUM. THE MINIMUM SIZE SHALL BE 8 FEET BY 8 FEET AT THE BOTTOM AND 2 FEET DEEP. IF EXCAVATED, THE SIDE SLOPES SHALL BE 2 HORIZONTAL TO 1 VERTICAL. LOCATION: LOCATE THE FACILITY A MINIMUM OF 100 FEET FROM DRAINAGE SWALES, STORM DRAIN INLETS, WETLANDS, STREAMS AND OTHER SURFACE WATERS. PREVENT SURFACE WATER FROM ENTERING THE STRUCTURE EXCEPT FOR THE ACCESS ROAD. PROVIDE APPROPRIATE ACCESS WITH GRAVEL ACCESS ROAD SLOPED DOWN TO THE STRUCTURE. SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITY AFTER THEIR LOAD IS DISCHARGED. LINER: ALL WASHOUT FACILITIES SHALL BE LINED TO PREVENT LEACHING OF LIQUIDS IN THE GROUND. THE LINER SHALL BE PLASTIC SHEETING WITH A MINIMUM THICKNESS OF 10 mils WITH NO HOLES OR TEAR, AND ANCHORED BEYOND THE TOP OF THE PIT WITH AN APPURTENANCE EXCEPT AT THE ACCESS POINT IF PRE-FABRICATED WASHOUTS ARE USED THEY MUST ENSURE THE CAPTURE AND CONTAINMENT OF THE CONCRETE WASH AND BE SIZED BASED ON THE EXPECTED FREQUENCY OF CONCRETE POURS. THEY SHALL BE SITED AS NOTED IN THE LOCATION CRITERIA. MAINTENANCE: ·ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR LEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED IMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDENED CONCRETE SHALL BE PUMPED TO A STABILIZED AREA SUCH AS GRASS FILTER STRIP. ·ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75% OF STORAGE CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALL BE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE. ·DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITION LANDFILL. ON-SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED AND ACCEPTED AS PART OF THE PROJECTS SWPPP. IN THAT CASE, THE MATERIAL SHOULD BE RECYCLED AS SPECIFIED, OR BURIED AND COVERED WITH A MINIMUM OF 2 FEET OF CLEAN COMPACTED EARTH FILL THAT IS PERMANENTLY STABILIZED TO PREVENT EROSION. ·THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY. ·INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETE DISCHARGES ARE TAKING PLACE IN NON-DESIGNATED AREAS. 8 DRIP EDGE SCALE: N.T.S. ADJACENT STRUCTURE FINISHED SLAB MIRAFI 140N OR APPROVED EQUAL FILTER FABRIC (FLASHED UP AT ALL EDGES) ROUNDED RIVER STONE, 6" DEEP; TOP OF STONE SET BELOW FINISHED SLAB ELEV. COMPACTED SUBGRADE STEEL EDGING CONTINUOUS AT DRIP EDGE (4" DEEP W/18" STAKES AT 2'-0" O.C.) SLOPE @ MIN. 2%6"WIDTH VARIES SEE LAYOUT PLAN NYS DOT 401 TYPE 7 TOP COURSE NYS DOT 401 TYPE 3 BINDER COURSE NYS DOT ITEM 304-2.03 TYPE 2 GRAVEL SUBBASE COMPACTED SUBGRADE12"* NOTE: FOR ALL REFERENCES TO NYS DOT, SEE THE NYS DOT 2008 STANDARD SPECIFICATIONS2 12"1 1/2"TYPE TYPICAL PAVEMENT SECTIONS A ASPHALT CONCRETE DRIVEWAY B POROUS PAVERS MOTOR COURT 2" BEDDING COURSE; 1/2" - 3/8" WASHED FRACTURED OPEN GRADED STONE #89 AGGREGATE PERMEABLE PAVER JOINT FILLING MATERIAL; #89 AGGREGATE WASHED FRACTURED AND OPENGRADED 2" CHOKER COURSE; 3/4" WASHED FRACTURED OPEN GRADED STONE #57 AGGREGATE 12" RESERVOIR WITH 40% VOIDS; 1-1/2" - 3" CLEAN FRACTURED OPEN GRADED STONE #2 AGGREGATE NON- WOVEN GEOTEXTILE FABRIC SUBGRADE PITCH PAVERS TO 8" WIDE STONE (RIVER ROCK) PERIMETER TRENCH, SEE GRADING PLAN 9 HARDSCAPE SCHEDULE SCALE: N.T.S. D STEPPING STONES WALKWAY STEEL EDGING, TO BE FLUSH WITH FINISHED GRADE 2" BEDDING COURSE - MASON SAND IRREGULAR FLAGSTONE, ROUGHLY 18"-24" X 18"-24" 6" JOINT, TO HAVE GRASS AND OR CREEPING THYME (JOINTS TO HAVE IRREGULAR SHAPE) SUBGRADE EDGE MATERIAL; SEE LAYOUT C POROUS PAVERS LAKESIDE 2" BEDDING COURSE; 1/2" - 3/8" WASHED FRACTURED OPEN GRADED STONE #89 AGGREGATE PERMEABLE PAVER JOINT FILLING MATERIAL; #89 AGGREGATE WASHED FRACTURED AND OPENGRADED 2" CHOKER COURSE; 3/4" WASHED FRACTURED OPEN GRADED STONE #57 AGGREGATE 12" RESERVOIR WITH 40% VOIDS; 1-1/2" - 3" CLEAN FRACTURED OPEN GRADED STONE #2 AGGREGATE IMPERMEABLE LINER SUBGRADE PITCH PAVERS TO 8" WIDE STONE (RIVER ROCK) PERIMETER TRENCH, SEE GRADING PLAN STEEL EDGING, TO BE FLUSH WITH FINISHED GRADE PATIO 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 2 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 2" DROPIMPERMEABLE LINER 18" CLEAN WASHED GRAVEL WITH 40% VOIDS, 21" DEPTH 18" 5 GRAVEL TRENCH DETAIL SCALE: N.T.S. DRIVEWAY SEE PLANTING PLAN 3" RIVER ROCK 7 BATTERED ROCK WALL SCALE: N.T.S. BATTERED ROCK WALL - USE EXCAVATED BOULDERS FROM SITE IF POSSIBLE. SLOPE BATTERED WALL TO MATCH EXISTING/NATURAL SLOPE POCKETS FILLED WITH SOIL AND PLANTED WITH NATIVE PERENNIALS ELEVATION SECTION * NOTE: SPLOPE BATTERED WALL WITH EXISTING, NATURAL SLOPE FIRE PIT AREA ABOVE WOVEN GEOTEXTILE STABILIZATION FABRIC, MIRIFI 600X OR APPROVED EQUAL #2 CRUSHER RUN GRAVEL, 6" DEPTH FINISHED 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.6"1'-0" @ ℄ TECHO-BLOC "ROCKA" STONE STEPS T.S. EL: SEE L-2.10 6"3'-0" @ ℄ B.S. EL: SEE L-2.10 6 TECHO-BLOC OR NATURAL STONE SLAB STEPS SCALE: N.T.S.