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HomeMy WebLinkAbout16.-1-10.2 339 Jerry Smith Rd - 23 JERRY SMITH PLAN SET 7 6 5 4 3 2 °0 m U_ L TOWN OF LANSING PLANNING BOARD, NEW YORK 0 0 Q QM o U) DATED x0 CIVIL RMIT LANS6 H Q SIGNATURE CD a) FOR CHAIRMAN o L Q CVLO _ cV C DATED CO a) 0 0 o cn JERRY SMITH ENERGY 0 SIGNATURE m CO ENFORCEMENT OFFICER , co � .Q DATED E a) x _� X E Z STORAGE SYSTEM SIGNATURE o HIGHWAY SUPERINTENDENT G o 0 DATED SIGNATURE °' N 500 TOWN ENGINEER N / U O LOCATED AT 0I3 o -0 0 Y I JERRY SMITH ROAD -. U) c: c `\ a) � U) NY 14882Rev Issued For Date cn Q) cB APPLICANT/PROJECT OWNERLANSING A INTERNAL REVIEW 5/27/26 cn B TOWN COMMENTS 7/10/26 u) JERRY SMITH, LLC U p JULY 2026 '- L 101 SUMMER STREET, 2ND FLOOR BOSTON, MA 02110 ' EE CIVIL ENGINEER Sheet List Table Z LOCATION MAP E 0 0 cn THE ENVIRONMENTAL DESIGN PARTNERSHIP, LLP Sheet Number Sheet Title L (NOT TO SCALE) C-100 COVER SHEET O�� N�� a o 900 ROUTE 146 1 C-101 GENERAL NOTES CLIFTON PARK, NY 12065 l 518 371 -7621 C-200 EXISTING CONDITIONS 5 z � T � u- -3 'a w w ( ) 0 O o � C-201 REMOVALS PLAN ebb Q� SURVEYOR - - ` d C-300 MATERIALS AND LAYOUT PLAN CL c Q THE ENVIRONMENTAL DESIGN PARTNERSHIP LLP SITE �` - o X 301 C TURNING MOVEMENT PLAN m o 900 ROUTE 146 0 C-400 EROSION AND SEDIMENT CONTROL PLAN E o o p u) CLIFTON PARK, NY 12065 C-500 GRADING AND DRAINAGE PLAN (518) 371 -7621 t,, y C-501 ROAD PROFILE J U - Q O BATTERY CONSULTANT _ L�^ T C-600 EROSION AND SEDIMENT CONTROL DETAILS - o o JERRY SMITH ROAD —r— Y _ ` - } U QrZ ) a, C-601 SITE DETAILS CC = � 'L N E XA M P, LLC _ C-602 SITE DETAILS 101 SUMMER STREET, 2ND FLOOR f ,f Ill lfff f f II f III cn `� -0 } Q � o BOSTON, MA 02110 If I Ill (f f f III I II I II I II ii I L , - - ; 0 c o y 0 I -A, U o 0 U) uu)i E p >, O e U 9p 1 � � N 0 >+ Y -0 cn Z - r . O 0 L Q 1 Q. B x LLL���J a �w a Q cn . w Q-} o c Z Q L co 3: a � ° U � SITE INFORMATION > Q Qo BENCHMARKS ° 0 M c: PARCEL ZONING AGRICULTURAL (AG) m ` PROJECT DESCRIPTION BENCHMARKS: 5.0 MW BATTERY ENERGY STORAGE PROJECT CONTROL TO BE SET BY EDPLLP o o Dwg No: Size: D Sheet Rev: =p CL A C- 1 00 B E O U 7 6 5 4 3 2 5 4 3 2 °0 m ABBREVIATIONS: EXISTING: NEW: GENERAL NOTES: o�� EXISTING GRADE CONTOUR DETAIL THE ENVIRONMENTAL DESIGN PARTNERSHIP IS NOT RESPONSIBLE FOR ANY ALL ERRORS, OMISSIONS AND DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION 4. SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH f PLUS/MINUS /6 NUMBER o CONSTRUCTION WORK PERFORMED PRIOR TO FINAL APPROVAL OF ALL PLANS AND OF THE ENVIRONMENTAL DESIGN PARTNERSHIP IMMEDIATELY UPON DISCOVERY, MATERIAL. IF ORDERED BY THE ENGINEER OR MUNICIPALITY, A BIODEGRADABLE Qm U o OTHERWISE, THE ENVIRONMENTAL DESIGN PARTNERSHIP WILL ACCEPT NO NETTINGEXCELSIOR BLANKET, COIR GEOTEXTILE SHALL BE ANCHORED BC BOTTOM OF CURB 3 n SECURING OF ALL PERMITS AND FILING OF ALL MAPS. (E.G.,( ) G UNDERGROUND GAS LINE DETAIL REFERENCE RESPONSIBILITY. OVER SEEDED AREAS WHICH DEMONSTRATE "RILLING" OR OTHER EROSION BIRF BENT IRON ROD FOUND C-501 X BARBED WIRE FENCE o CONTRACTOR TO ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE PROCESSES. X (D ENVIRONMENTAL DESIGN PARTNERSHIP AND MUNICIPALITY PRIOR TO CONSTRUCTION. INSPECTION SERVICES BY THE ENVIRONMENTAL DESIGN PARTNERSHIP ARE NOT BLDG BUILDING SHEET ' 5 TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO NUMBER CD.SUPERVISORY. ACCORDINGLY, THE ENVIRONMENTAL DESIGN PARTNERSHIP CAN BLDR BOULDER ESTABLISH AS A RESULT OF INITIAL APPLICATION. FIELD ADJUSTMENTS MUST BE APPROVED BY THE ENVIRONMENTAL DESIGN NEITHER GUARANTEE THE PERFORMANCE OF THE CONSTRUCTION CONTRACTS BY DELINEATED WETLANDSiE r L PARTNERSHIP AND THE OWNER PRIOR TO CONSTRUCTION. CONTRACTORS NOR ASSUME RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO CB CATCH BASIN _-_ X 335.78 SPOT ELEVATION o0 6. FILTER SOCK BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED LO FURNISH AND PERFORM WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. SLOPES TO CONTROL SOIL EROSION DURING AND AFTER CONSTRUCTION. CBR CATCH BASIN- ROUND Q L CONTRACTOR IS TO VERIFY THAT ALL NECESSARY WORK PERMITS AND EASEMENTS - c� o - � - - � GRASSED SWALE ARE IN PLACE PRIOR TO COMMENCEMENT OF WORK. CIRF CAPPED IRON ROD FOUND o co _0 EQUIPMENT PAD AND MV UNDERGROUND CABLE LAYOUT WERE PROVIDED BY OTHERS. 7. EROSION CONTROL (ERO-MAT), GEOTEXTILE FABRIC, COMPOST BLANKET, RIPRAP, BASELINE POINT a) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL 4H:1V SLOPES: AN ORGANIC CMF CONCRETE MONUMENT FOUND 68 CONTOUR LINE U) 7 D THE CONTRACTOR SHALL CONDUCT THEIR OPERATIONS AND TAKE ALL SPECIAL FIBER PROTECTIVE MAT, HALF INCH LAYER OF CHOPPED STRAW, KNITTED INTO A HYDRANT0 a) TEMPORARY AND PERMANENT PRECAUTIONS NECESSARY TO ENSURE A STABLE AND EQUIPMENT PAD AND MV UNDERGROUND CABLE DESIGN, INCLUDING, BUT NOT CMP CORRUGATED METAL PIPE SECURE JOB. LIMITED T0, SUBGRADE SUITABILITY, PREPARATION, REQUIRED TRENCHING, AND CO°O ~ RUGGED MAT WITH A THIN NETTING OF PHOTODEGRADABLE POLYPROPYLENE. PARKING, TRAFFIC OR , 0')BEDDING TO BE DESIGNED BY OTHERS. SECURE MAT TO SLOPE WITH 6>, STEEL U-SHAPED STABLES, 2 STAPLES PER CONC CONCRETE INV=266.3 INVERT ELEVATION 8 STORMWATER MANAGEMENT X SQUARE YARD OR AS PER MANUFACTURER E THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY TOWN, COUNTY OR STATE 'S INSTRUCTIONS. CID CONTROL POINT SIGN WITH LABEL in J_ HIGHWAY CUT PERMITS. pp STREET OR SIGHT LIGHTING m o E 8. PRIOR TO SEEDING, ACCESS AISLES, TEMPORARY STAGING AREAS, STORAGE, AND DIP DUCTILE IRON PIPE $ E PARKING AREAS TO BE DECOMPACTED AND RELOAAED. IMPERVIOUS GRAVEL m x THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND EASEMENTS PRIOR EROSION AND SEDIMENT CONTROL AND STABILIZATION DWG DRAWING STORM / SANITARY MANHOLE ACCESS ROAD cn r Z TO CONSTRUCTION AND BECOME FAMILIAR WITH THE CONDITIONS OF EACH PERMIT. 9. SEDIMENT BARRIERS SHALL BE CONSTRUCTED AROUND ALL SOIL STOCKPILE co m o MEASURES, MAINTENANCE AND INSPECTION PRACTICES: EHH ELECTRIC HANDHOLE I:D � � AREAS. TEMPORARY GRAVEL c > THE CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING 1 . THE FOLLOWING IS A LIST OF EROSION AND SEDIMENT CONTROLS TO BE EOB EDGE OF BRUSH SIGN ACCESS ROAD ~ `� UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS, AND DRIVEWAYS. USED ON THIS SITE DURING CONSTRUCTION: 10.STREAM REACHES ON-SITE AND DOWNSTREAM OF CONSTRUCTION SHALL NOT co HAVE SUBSTANTIAL VISIBLE CONTRAST RELATIVE TO COLOR, TASTE, ODOR, EOW EDGE OF WOODS TF=189.75 TOP OF FRAME ELEVATION " o THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND TURBIDITY AND SEDIMENT DEPOSITION FROM THE REACHES UPSTREAM OF THE STABILIZED CONSTRUCTION m A. STABILIZATION PRACTICES FOR THIS SITE INCLUDE: n0w �- CONSTRUCTION ACTIVITY. EX. EXISTING UTILITY POLE ENTRANCE RIGHT-OF-WAY PROPERTY LINES PRIOR TO CONSTRUCTION. • LAND CLEARING ACTIVITIES SHALL BE DONE ONLY IN AREAS WHERE Q EARTHWORK WILL BE PERFORMED AND SHALL PROGRESS AS EARTHWORK IS GV GAS VALVE >' THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES NEEDED 11 .VEHICULAR ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME OOooO000000 SUCH AS GAS, POWER, TELEPHONE, CABLE TV, WATER, SEWER, ETC. PRIOR TO WATERING OF EXCAVATION AND FILL AREAS TO MINIMIZE WIND EROSION FREQUENCY AS EROSION CONTROL FEATURES TO INSURE THAT DEPOSITS OF HC HANDICAPPED 0OOOOO00000 RIP RAP FILL L SAND, SILT OR OTHER MATERIAL IS NOT BEING DEPOSITED ON PUBLIC ROADWAYS. BENCHMARK VERTICAL BENCHMARK COMMENCEMENT OF CONSTRUCTION. DURING CONSTRUCTION AS NEEDED. HYD FIRE HYDRANT XBOLTON N o • USE OF STABILIZATION FABRIC FOR ALL SLOPES HAVING A SLOPE OF 1V:2H IN THE EVENT ANY SIGNIFICANT DEPOSITS OCCUR THEY SHALL BE CLEANED UP UP TEMPORARY EROSION CONTROL BLANKET AS PER NYS INDUSTRIAL CODE 53: CONTRACTOR TO CALL DIG SAFELY NEW YORK, OR GREATER AND FILL SLOPES 1 V:3H OR GREATER. IMMEDIATELY. HDPE HIGH DENSITY POLYETHYLENE ELEV.=208.14' (TO BE USED ON SLOPES GREATER THAN INC. AT 1 -800-962-7962 TO LOCATE BURIED CABLES OR OTHER UNDERGROUND • PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE PIPE N 853,136.62 OR EQUAL TO 33%) HYDROMULCHING GRASS SEEDING TECHNIQUE. 12.A SPDES PERMIT SHALL BE IN PLACE PRIOR TO COMMENCING ANY GROUND E 753,136.62 HORIZONTAL CONTROL POINT UTILITIES NO LESS THAN TWO OR MORE THAN TEN WORKING DAYS PRIOR TO DISTURBANCE. IRF IRON ROD FOUND ELEV 212.15' DIGGING, DRILLING, EXCAVATING, DRIVING POSTS, ETC. B. STRUCTURAL PRACTICES FOR THIS SITE INCLUDE: FIXED KNOT FENCE FENCE o 0 • PERIMETER PROTECTION USING COMPOST FILTER SOCKS 13.PROJECT DRAINAGE FEATURES TO BE CLEANED OUT AFTER COMPLETION OF ANY EXISTING STORM SEWERS AND UNDERGROUND UTILITIES ARE SHOWN IN THEIR . STABILIZED CONSTRUCTION EXIT POINTS CONSTRUCTION. LLC LIMITED LIABILITY CORPORATION Z ��� RELATIVE POSITION AND FOR INFORMATION ONLY. THE CONTRACTOR SHALL HAVE N\ - • SEDIMENT TRAPS OR FILTER SOCKS -0 THEIR EXACT LOCATION CHECKED AT THE SITE BEFORE CONSTRUCTION BEGINS. • CHECK DAMS SEQUENCE OF CONSTRUCTION ACTIVITIES: LPLA LAMP POST CONIFEROUS TREE My MEDIUM VOLTAGE TRENCH (BY OTHERS) _�\ U MISC MISCELLANEOUS M °� .0 CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE INVERT ELEVATIONS 2. THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO 1 . SITE TO BE MOBILIZED. ��' cr3 PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES WHICH RESULT MAINTAIN EROSION AND SEDIMENT CONTROLS AND STABILIZATION MEASURES. PROPOSED 12 IN COMPOST FILTER SOCK MH MANHOLE ram` MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. CONTRACTOR 2. EROSION AND SEDIMENT CONTROL MEASURES TO BE INSTALLED IN >> DECIDUOUS TREE OR SITTE FENCE SHALL FIELD VERIFY ALL DIMENSIONS, GRADES, PIPE INVERTS AND ELEVATIONS AND A. ALL CONTROL MEASURES WILL BE INSPECTED ONCE EVERY SEVEN (7) DAYS CONJUNCTION WITH ANY BRUSH OR TREE CLEARING REQUIRED. NOTE: NAVD NORTH AMERICAN VERTICAL _ Rev Issued For Date U DATUM PROPOSED 12 IN COMPOST FILTER SOCK (OR REVIEW WITH CONSULTANT BEFORE CONSTRUCTION. BY A QUALIFIED INSPECTOR AS DESCRIBED IN PART IV, SECTION C OF THE EROSION AND SEDIMENT CONTROL MEASURES TO BE INSTALLED IN ��/ A INTERNAL REVIEW 5/27/26 SPDES PERMIT FOR CONSTRUCTION ACTIVITY NO. GP-0-25-001. SITES THAT ACCORDANCE WITH SHEET C-500. ASSOCIATED DETAILS AS WELL AS NYS NG NATIONAL GRID ,� EQUAL) CHECK DAM IN VEGETATED SWALE ALL EXCAVATION TO MEET OSHA AND NYS DOT SAFETY REGULATIONS AND B TOWN COMMENTS 7/10/26 HAVE A WAIVER TO DISTURB GREATER THAN FIVE (5) ACRES REQUIRE (2) DEC CONSTRUCTION GENERAL PERMIT #GP-0-25-001 . IN ANY INSTANCE NM NIAGRA MOHAWK TEST PIT LOCATION Q STANDARDS. INSPECTIONS EVERY SEVEN (7) DAYS WITH AT LEAST TWO (2) DAYS BETWEEN THAT A CONFLICT BETWEEN THESE TWO GUIDELINES IS PRESENT, THE MORE CONCRETE WASHOUT FACILITY U INSPECTIONS. CONSERVATIVE GUIDELINE TAKES PRECEDENT. NYS NEW YORK STATE a� THE CONTRACTOR SHALL FILL IN, AND RE-EXCAVATE, AS NECESSARY TO RESUME :- L WORK, ANY EXCAVATIONS OR TRENCHES AT LOCATIONS AND AS OFTEN AS MAY BE B. DISTURBED AREAS SHALL BE STABILIZED AS SOON AS PRACTICAL AFTER 3. CLEARING AND GRUBBING OPERATIONS CREW SHALL CHIP AND MULCH NEW YORK TELEPHONE UTILITY © DENOTES COMMUNICATIONS PEDESTAL LIMIT OF DISTURBANCE > REQUIRED TO ENSURE PROTECTION OF THE WORK, ANY ADJACENT EXISTING CONSTRUCTION ACTIVITIES HAVE CONCLUDED IN AN AREA. ALL BARE AREAS DIRECTLY BEHIND OPERATION TO MAKE SURE NO AREAS ABOVE FIVE ACRES NYT FACILITIES, OR THE PUBLIC. AND AREAS SUBJECT TO EROSION SHALL BE BLANKETED OR SEEDED AND SHALL BE DISTURBED AT ANY TIME. NO MORE THAN FIVE ACRES SHALL BE POLE 5 MULCHED WITHIN 14 DAYS WITH TEMPORARY EROSION CONTROL SEEDING DISTURBED AT ANY ONE TIME WITHOUT PRIOR APPROVAL FROM NYSDEC. No. NUMBER Q cn THE CONTRACTOR SHALL CLEAN UP THE JOB SITE DAILY BEFORE LEAVING THE JOBSITE. ALL RUBBISH MUST BE CLEANED UP AND CONSTRUCTION EQUIPMENT C. ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS 4. INSTALLATION OF ACCESS ROAD TO COMMENCE. NOTE: ANY AREAS OF OETL OVERHEAD ELECTRICAL x ARE FOUND TO BE NECESSARY, THEY WILL BE INITIATED WITHIN 24 HOURS DISTURBANCE SHALL BE STABILIZED WITH TEMPORARY SEEDING PER THE TRANSMISSION LINE a) -0 MUST BE PROPERLY TAKEN CARE OF AND STORED AT THE END OF THE DAY. a� OF REPORT. REQUIRED TIMELINES AS PER NYS DEC CONSTRUCTION GENERAL PERMIT OHUL OVERHEAD UTILITY LINE o CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL AND SAFETY DURING #GP-0-25-001. L cn CONSTRUCTION. THE CONTRACTOR SHALL FURNISH ALL FLAGMEN AND SIGNS, D. BUILT UP SEDIMENT WILL BE REMOVED FROM FILTER SOCKS WHEN IT HAS PVC POLYVINYL CHLORIDE L DELINEATORS, BARRIERS, AND DEVICES NECESSARY FOR TRAFFIC CONTROL DURING REACHED ONE-HALF THE HEIGHT OF THE SOCK. AN ADDITIONAL FILTER SOCK 5. MV TRENCHES AND FOUNDATIONS INSTALLATION IN CONJUNCTION WITH THE RCP REINFORCED CONCRETE PIPE 3� \0 ANY EARTH-MOVING OPERATION OR OTHER CONSTRUCTION ACTIVITY WHICH INVOLVES MAY BE INSTALLED ON TOP OF THE ORIGINAL TO INCREASE SEDIMENT PLACEMENT OF CONCRETE FOUNDATIONS FOR THE ELECTRICAL EQUIPMENT STORAGE CAPACITY PREVENT SEDIMENT DISTURBANCE. PADS TO COMMENNCE. R.O.W RIGHT OF WAY O� o PUBLIC HIGHWAYS. / E. FILTER SOCKS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, DISLODGEMENT, 6. WATERING OF THE EXCAVATION AND FILL AREAS SHALL BE DONE TO SAN SANITARY _� O .L ALL TRAFFIC SIGNS, CONTROL DEVICES AND INFORMATIONAL ITEMS, IF DISTURBED MINIMIZE WIND EROSION AS NEEDED THROUGHOUT CONSTRUCTION. W BREAKS, TEARS, ETC. DAMAGED OR DISLODGED FILTER SOCKS SHALL BE SF SQUARE FEET z r - DURING CONSTRUCTION WITHIN CONTRACT LIMIT LINES, SHALL BE RELOCATED AS PER cn c } REPAIRED OR REPLACED IMMEDIATELY. u- w c� APPROVAL OF MUNICIPALITY. 7. ELECTRICAL EQUIPMENT INSTALLATION TO COMMENCE. O o d n SS STREET SIGN F. TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION Q `� y QQO Q TOWN OF LANSING APPROVALS SHALL BE KEPT ON SITE AT ALL TIMES. MEASURES WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY 8. REMOVE LAYDOWN AREA, SPREAD GRAVEL ON ROADWAY, AND SEED AREAS. STM STORM b d a) U GROWTH. STS STOP SIGN cn ICENS� CONTRACTORS AND SUBCONTRACTORS SHALL THOROUGHLY FAMILIARIZE THEMSELVES 9. FINAL SITE STABILIZATION TO COMMENCE. a Q WITH ALL CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND SITE CONDITIONS PRIOR G. SEDIMENT BASINS WILL BE INSPECTED FOR DEPTH OF SEDIMENT. BUILT UP TF TOP OF FRAME o E TO BIDDING AND PRIOR TO CONSTRUCTION. SEDIMENT WILL BE REMOVED WHEN IT REACHES 50 PERCENT OF THE 10.ALL EROSION AND SEDIMENT CONTROL MEASURES TO BE REMOVED ONCE U M CAPACITY. 80% VEGETATIVE COVER HAS BEEN ACHIEVED. REMOVE FILTER SOCKS, (TYP.) TYPICAL o x IN NO CASE SHALL PARKING AREAS, LAYDOWN AREAS, CONSTRUCTION TRAILERS, AND STABILIZED CONSTRUCTION ENTRANCES, AND OTHER TEMPORARY EROSION UGE UNDERGROUND ELECTRIC � z PORTABLE TOILETS BE LOCATED WITHIN A WETLAND RESOURCE AREA AND/OR ANY H. CHECK DAMS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, WASHOUT, ETC. AND SEDIMENT CONTROLS. ANY RESULTING AREAS OF DISTURBANCE FROM E o BUFFER ZONES. BUILT UP SEDIMENT WILL BE REMOVED FROM THE CHECK DAM WHEN IT SAID REMOVAL TO BE SEEDED PRIOR TO DEMOBILIZATION. UP UTILITY POLE o cn REACHES ONE-THIRD OF THE HEIGHT OF THE CHECK DAM. RESTORATION OF PAVEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. 11 .SITE TO BE DEMOBILIZED. VZ VERIZON UTILITY POLE CONTRACTOR SHALL REPLACE AND RESTORE PAVEMENT WITH MATERIAL TO A I. A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. YD YARD DRAIN J m CONDITION EQUAL TO OR BETTER THAN PRECONSTRUCTION CONDITIONS. ALL COPIES OF THE REPORT FORMS TO BE COMPLETED BY THE INSPECTOR ARE NEW YORK STATE DEPARTMENT OF AGRICULTURE AND J PAVEMENT AND RIGHT-OF-WAY RESTORATION WORK TO BE DONE TO THE INCLUDED IN THIS SWPPP. UPON COMPLETION, COPIES OF THE REPORTS MARKETS CONSTRUCTION REQUIREMENTS: ., o ° SATISFACTION OF THE STATE, COUNTY OR LOCAL MUNICIPAL HIGHWAY DEPARTMENT. SHALL BE SUBMITTED TO THE TOWN. PLANTING NOTES: Q o J. THE JOB SITE SUPERINTENDENT WILL BE RESPONSIBLE FOR SELECTING AND 1. CONSTRUCTION ACTIVITIES ON THIS SITE MUST COMPLY WITH THE NYS DEPARTMENT OF = 0 >_ U 1. PLANTING CONTRACTOR SHALL VERIFY FINAL SELECTION OF PLANT MATERIALS AGRICULTURE AND MARKETS (NYSDAM) PUBLISHED GUIDELINES FOR CONSTRUCTION MITIGATION � z CONTRACTOR SHALL RESTORE ALL LAWNS, DRIVEWAYS, WALKS, WALLS, CURBS, TRAINING THE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR THESE FOR AGRICULTURAL LANDS LAST REVISED OCTOBER 18, 2019. THE FOLLOWING REPRESENTS 0)•- FENCES, ETC. TO A CONDITIONS AT LEAST AS GOOD AS THEY WERE BEFORE BEING WITH THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. _ _ INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT ONLY A CONSOLIDATED SUMMARY OF THE GUIDELINES. IT IS THE RESPONSIBILITY OF THE DISTURBED. CONTRACTOR TO BE FAMILIAR WITH THE COMPLETE GUIDELINES AND COMPLY WITH THE 5 ~ 0 -0 -0 INSPECTION AND MAINTENANCE REPORTS. ALL PERSONNEL PERFORMING 2. ALL AREAS OF SITE WHICH ARE DISTURBED AND NOT LANDSCAPED, SHALL BE PLANTING BED PREPARATION NOTE: APPLICABLE REQUIREMENTS DURING CONSTRUCTION. L z a, INSPECTIONS MUST MEET THE REQUIREMENTS DESCRIBED IN PART IV, SECTION TOPSOILED, SEEDED, AND MULCHED (MULCH - STRAW, HYDROSEED MIX, OR (n CO BOX ALL TREES AND HOUSE ALL SHRUBS AND HEDGES BEFORE PLACING EARTH C OF THE SPDES PERMIT FOR CONSTRUCTION ACTIVITY NO. GP-0-25-001. 2. PRIOR TO CONSTRUCTION CONTRACTOR SHALL OBTAIN SOIL SAMPLES FROM AREAS TO BE z :3 AGAINST OR NEAR THEM. SHRUBS AND HEDGES THAT MUST BE REMOVED DURING BIODEGRADABLE NETTING.) MIXTURES TO BE APPLIED SHALL BE DETERMINED ALL PAVEMENT, AND GRAVEL BASE SHALL BE REMOVED FROM PROPOSED DISTURBED (ONE (1) SET OF SOIL SAMPLES FOR EVERY 10 ACRES OF DISTURBANCE) AND } Q _0 CONSTRUCTION SHALL BE HEALED OR REPLANTED IN AS GOOD A CONDITION AS K. PERSONNEL SELECTED FOR THE INSPECTION AND MAINTENANCE BY OWNER'S REPRESENTATIVES. TOPSOIL TO BE 4" MINIMUM. PLANTING BEDS AREAS. COMPACTED SUB BASE MATERIALS SHALL BE SUBMITTED TO AN APPROVED LABORATORY FOR TESTING OF PH, PERCENT ORGANIC MATERIAL, J a> Q THEY WERE BEFORE THEIR REMOVAL. ANY DAMAGED ITEMS SHALL BE REPLACED AT RESPONSIBILITIES WILL RECEIVE APPROPRIATE INSTRUCTION FROM THE JOB DECOMPACTED FOR A DEPTH OF 12". PLANTING BEDS SHALL BE FREE OF ROOTS CATION EXCHANGE CAPACITY, PHOSPHORUS / PHOSPHATE(P), AND POTASSIUM/POTASH(K). SOIL CT N THE CONTRACTOR'S EXPENSE. SITE SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND 3. EXISTING VEGETATION SHALL REMAIN UNDISTURBED WITHIN ALL AREAS OF SITE SAMPLING SHALL BE CONSISTENT WITH CORNELL UNIVERSITY'S SOIL TESTING GUIDELINES WITHIN Lu TILLED TO A DEPTH 12". INCORPORATE 2" OF COMPOST INTO SOIL AND TOP REPRESENTATIVE AREAS OF THE PROPOSED DISTURBANCE. RESULTS SHALL BE SUBMITTED TO _0 MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND WHICH DO NOT REQUIRE GRADING. LL DRESS WITH 3" OF HARDWOOD MULCH. THE OWNER. I 0 POSTS, MAILBOXES, ETC. SHALL BE PROTECTED, OR REMOVED AND REPLACED SEDIMENT CONTROLS THAT ARE USED ONSITE IN GOOD WORKING ORDER. cz o EXACTLY AS THEY WERE BEFORE BEING DISTURBED. DAMAGED ITEMS SHALL BE THEY WILL ALSO BE TRAINED IN THE COMPLETION OF, INITIATION OF ACTIONS 4. ALL PLANTING BEDS TO RECEIVE 3" MINIMUM BARK MULCH WITH FILTER TOPSOIL NOTE: 3. STRIPPED TOPSOIL SHALL BE STOCKPILED FROM WORK AREAS AND KEPT SEPARATE FROM OTHER 2 REQUIRED BY AND THE FILING OF THE INSPECTION FORMS DOCUMENTATION EXCAVATED MATERIAL UNTIL THE COMPLETION OF THE FACILITY FOR FINAL RESTORATION. EXCESS , . FABRIC WEED CONTROL OR EQUAL REPLACED AT THE CONTRACTOR'S EXPENSE. . TOPSOIL SHALL BE SPREAD EVENLY IN AGRICULTURAL AREAS WITHIN THE LIMIT OF DISTURBANCE OF THIS PERSONNEL TRAINING WILL BE KEPT ON SITE WITH THE SWPPP. ALL o PERSONNEL PERFORMING INSPECTIONS MUST MEET THE REQUIREMENTS ALL AREAS WHICH ARE DISTURBED AND NOT LANDSCAPED, PAVED OR OTHERWISE OR AS NOTED ON THE PLANS. IN NO CASE SHALL THE SPREADING OF EXCESS TOPSOIL ALTER IT MAY BE NECESSARY TO TIE OR HOLD BACK UTILITY POLES DURING 5. THE PLANTING PLAN IS FOR PLANTING PURPOSES ONLY. REFER TO SITE PLAN RESTORED SHALL RECEIVE A MINIMUM OF 4" OF TOPSOIL. ALL LANDSCAPE BEDS THE HYDROLOGY OF THE AREA. CONSTRUCTION. THIS SHOULD BE ACCOMPLISHED IN COOPERATION WITH UTILITY DESCRIBED IN PART IV, SECTION C OF THE SPDES PERMIT FOR FOR DETAILED GRADING AND UTILITY INFORMATION. CONSTRUCTION ACTIVITY NO. GP-0-25-001 . SHALL RECEIVE A MINIMUM OF 12" OF TOPSOIL. 4. TOPSOIL STOCKPILES ON AGRICULTURAL AREAS LEFT IN PLACE PRIOR TO OCTOBER 31 SHALL o COMPANIES. BE SEEDED WITH AROOSTOOK WINTER RYE OR EQUIVALENT AT AN APPLICATION RATE OF THREE d 6. GUARANTEE: TOP SOIL SHALL HAVE; L. DISTURBED AREAS AND MATERIAL STORAGE AREAS WILL BE INSPECTED FOR 2% -20% ORGANIC MATTER BUSHELS (168 LB) PER ACRE AND MULCHED WITH STRAW AT A RATE OF TWO TO THREE BALES u) E NO WORK, STORAGE OR TRESPASS SHALL BE PERMITTED BEYOND THE BOUNDARIES A. FOR A PERIOD OF TWELVE MONTHS FROM THE DATE THAT THE WORK PER 1000 SF. - >, EVIDENCE OF OR POTENTIAL FOR POLLUTANTS ENTERING STORMWATER PH OF 6-7.6% - OF ANY EASEMENTS OR R.O.W. AS SHOWN. SYSTEMS. UNDER CONTRACT IS CERTIFIED AS COMPLETE, THE CONTRACTOR SHALL: MAXIMUM PARTICLE SIZE 1.5" 5. TOPSOIL STOCKPILES ON AGRICULTURAL AREAS LEFT IN PLACE BETWEEN OCTOBER 31 AND MAY 31 SHALL BE MULCHED WITH STRAW AT A RATE of TWO TO THREE BALES PER 1000 SF TO CONTRACTOR TO COMPLY WITH ALL OSHA AND OTHER STATE AND LOCAL SAFETY M. REPORT TO THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION WITHIN 1. GUARANTEE ALL PLANTS AND SEEDED AREAS UNDER THIS PREVENT SOIL LOSS. 0 REQUIREMENTS DURING CONSTRUCTION (PROPER SHORING, ETC.). 24 HOURS ANY NONCOMPLIANCE WITH THE SWPPP THAT WILL ENDANGER CONTRACT; SOIL RESTORATION: PUBLIC HEALTH OR THE ENVIRONMENT. FOLLOW UP WITH A WRITTEN REPORT 6. THE SURFACE OF ACCESS ROADS LOCATED OUTSIDE OF THE FENCED AREA AND CONSTRUCTED E o, WITHIN 5 DAYS OF THE NONCOMPLIANCE EVENT. 2. REMOVE AND REPLACE DURING THIS GUARANTEE PERIOD, PLANTS THROUGH AGRICULTURAL FIELDS SHALL BE LEVEL WITH THE ADJACENT FIELD SURFACE UNLESS ALL SITE WORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO EXISTING AS PER CHAPTER 5 OF THE NEW YORK STATE STORMWATER MANAGEMENT DESIGN OTHERWISE NOTED. x - CONDITIONS. WHERE ACCESS OR WORK OUTSIDE OF PROPERTY BOUNDARY IS WHICH DIE OR ARE IN A BADLY IMPAIRED CONDITION; a) � N. NECESSARY MEASURES SHALL BE TAKEN TO CONTAIN ANY FUEL OR MANUAL, SOIL RESTORATION IS REQUIRED ON THIS SITE IN ALL NON-IMPERVIOUS THE CONTRACTOR SHALL ENSURE THAT NO VEHICLES OR EQUIPMENT ARE ALLOWED OUTSIDE THE > z a� NECESSARY, THE PERMISSION OF ADJOINING PROPERTY OWNER MUST FIRST BE POLLUTION RUNOFF. NO RE-FUELING SHALL BE OCCUR WITHIN 100 FEET OF AREAS ONCE FINAL SUBGRADE ELEVATION IS ACHIEVED. IN AREAS OF CUT OR FILL DESIGNED LIMIT OF DISTURBANCE. VEHICLE AND EQUIPMENT TRAFFIC, PARKING AND MATERIAL ° o 0- OBTAINED. 3. REPLANT WITH STOCK OF SAME SIZE AND QUALITY AS ORIGINALLY THE SOILS SHALL BE AERATED AND 6 INCHES OF TOPSOIL SHALL BE APPLIED IN STORAGE SHALL BE LIMITED TO THE ACCESS ROADS AND/OR DESIGNATED WORK AREAS WITH Q >1 x ANY WETLAND RESOURCE AREA AND 200 FEET FROM RIVERFRONT. LEAKING SPECIFIED; THE EXCEPTION OF LOW GROUND PRESSURE EQUIPMENT. Q EQUIPMENT OR SUPPLIES SHALL IMEEDIATELY BE REPAIRED OR EMOVED FROM HSG A & B SOILS, AND FULL SOIL RESTORATION PER "DEEP RIPPING AND J (D.Ln ALL AREAS OF THE SITE WHICH ARE DISTURBED AND NOT PAVED SHALL BE THE SITE. DE-COMPACTION, DEC 2008 ' SHALL BE APPLIED IN HSG C & D AREAS. IN AREAS 8_ ALL BURIED UTILITIES LOCATED WITHIN THE FENCED AREA MUST HAVE A MINIMUM COVER DEPTH Q o TOPSOILED AND SEEDED. 4. GUY AND MAINTAIN AS SPECIFIED HEREIN, AT NO ADDITIONAL COST. OF HEAVY CONSTRUCTION TRAFFIC (ESPECIALLY IN AREAS 5 TO 25 FEET FROM of 18 INCHES IF LOCATED WITHIN CONDUIT AND 24 INCHES IF DIRECT BURIED w z a) 0. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT DUST FROM BUILDING, BUT NOT WITHIN 5 FEET OF FOUNDATION WALLS THE FOLLOWING � THE INFORMATION REPRESENTED WITHIN THESE DOCUMENTS DOES NOT IMPLY ANY B. REPLACEMENTS MADE WITHIN SIX MONTHS AFTER BEGINNING OF THE ) 9. ALL BURIED UTILITIES LOCATED OUTSIDE OF THE FENCED AREA SHALL HAVE A MINIMUM COVER w O _ FORMING. "GUARANTEE PERIOD" SHALL NOT EXTEND THE "GUARANTEE PERIOD" OF RESTORATION MUST BE APPLIED: DEPTH OF 48 INCHES IF LOCATED WITHIN CROPLAND, HAYLAND OR IMPROVED PASTURE AREAS. z = u> CONTRACT WITH, OR OBLIGATION FOR, PERFORMING ANY OR .ALL TOWN, COUNTY, OR O - � IN AREAS WHERE THE DEPTH OF SOIL OVER BEDROCK IS LESS THAN 48 INCHES THE 0 STATE REQUIRED INSPECTIONS DURING THE COURSE OF CONSTRUCTION OR THESE PARTICULAR PLANTS; THOSE REPLACEMENTS MADE SIX MONTHS OR ELECTRICAL CONDUCTORS MUST BE BURIED BELOW THE SURFACE OF THE BEDROCK IF w Z � 1. APPLY 3 INCHES OF COMPOST OVER SUBSOIL. ffnn Q Q PURSUANT TO OBTAINING CERTIFICATE OF OCCUPANCY. SUCH INSPECTION SERVICES, MORE AFTER THE BEGINNING OF THE GUARANTEE PERIOD" SHALL BE FRIABLE/RIPPABLE OR AS NEAR AS POSSIBLE TO THE SURFACE OF THE BEDROCK. ALL BURIED V IF PERFORMED BY THIS OFFICE, SHALL BE ESTABLISHED BY SEPARATE CONTRACT. ADDITIONAL EROSION CONTROL AND GRADING NOTES: MAINTAINED AND GUARANTEED FOR A PERIOD OF SIX MONTHS FROM THE UTILITIES LOCATED IN UNIMPROVED GRAZING AREAS OR ON LAND PERMANENTLY DEVOTED TO L 2. TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A PASTURE SHALL HAVE A MINIMUM COVER DEPTH OF 36 INCHES. WHERE ELECTRICAL v TIME OF REPLACEMENT. CAT-MOUNTED RIPPER, TRACTOR-MOUNTED DISC, OR TILLER, MIXING, AND CONDUCTORS ARE BURIED DIRECTLY BELOW THE GENERATION FACILITY'S ACCESS ROAD OR IN THE EVENT THAT THE CONSTRUCTION STAKEOUT AND INSPECTION OF THE WORK 1 . MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A EDP WILL SCHEMATIC MANNER BASED ON NY STATE GUIDELINES FOR EROSION AND CIRCULATING AIR AND COMPOST INTO SOIL. IMMEDIATELY ADJACENT TO THE ACCESS ROAD THE MINIMUM DEPTH OF COVER MUST BE 24 IS NOT PERFORMED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP (EDP), SEDIMENT CONTROL. IT WILL BE NECESSARY TO ADJUST THE ACTUAL LOCATION 1. APPLICABLE STANDARDS: "AMERICAN STANDARD FOR NURSERY STOCK ' BY INCHES. NOT BE HELD RESPONSIBLE FOR ANY ERRORS, OMISSIONS, COSTS, EXPENSES OR THE AMERICAN ASSOCIATION OF NURSERYMEN AND "STANDARDIZED PLANT AND QUANTITY OF EROSION CONTROL DEVICES DEPENDING UPON FIELD 3. ROCK-PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF 4 INCHES AND LARGER 1o. EXCESS STRIPPED TOPSOIL SHALL NOT BE UTILIZED FOR FILL WITHIN PROJECT AREAS. c_n LIABILITY OF WHATEVER KIND AND NATURE RESULTING FROM FIELD CHANGES CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING NAMES" BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL SIZE ARE CLEANED OFF THE SITE. a; m AND/OR ERRORS WHICH EDP WOULD OTHERWISE HAVE HAD AN OPPORTUNITY TO THESE MEASURES AS REQUIRED TO PROTECT THE SITE. NOMENCLATURE, ARE A PART OF THIS SPECIFICATION. ALL PLANTS SHALL BE 11. CONTRACTOR TO REPAIR ALL SURFACE OR SUBSURFACE DRAINAGE STRUCTURES DAMAGED DURING CHECK AND CORRECT WERE THEY IN A POSITION TO CONTROL THE PROJECT NURSERY GROWN NOT GATHERED IN THE FIELD. CONSTRUCTION. 4. APPLY TOPSOIL TO A DEPTH OF 4 INCHES THROUGH STAKEOUT AND INSPECTION. 2. SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 12. RESTORATION WORK ON AGRICULTURAL LAND SHALL BE COMPLETED DURING FAVORABLE VERT.) WITHIN ALL CUT OR FILL AREAS, UNLESS OTHERWISE DESIGNATED ON PLANTING NOTE: 5. VEGETATE AS REQUIRED BY APPROVED PLAN. (WORKABLE, RELATIVELY DRY) CONDITIONS AND NOT WHILE SOILS AREA IN A WET OR PLASTIC o o 0) CLAIMS MADE AGAINST CONSULTANT FOR SURVEY STAKEOUT ERRORS WILL BE PLANS. STATE OF CONSISTENCY. HONORED ONLY IF CONSULTANT IS NOTIFIED FOR VERIFICATION OF THE ERROR PLANTS LISTED IN THE PLANTING SCHEDULE CAN BE SUBSTITUTED FOR SIMILAR 13. IN ALL CONTINUED USE AGRICULTURAL LAND WHERE THE TOPSOIL WAS STRIPPED SUBSOIL Dwg No: Size: D Sheet Rev: 00 IMMEDIATELY UPON DISCOVERY AND BEFORE ANY CONTROL STAKES ARE DISTURBED. 3. TEMPORARY SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL SPECIES OF THE SAME SIZE WITH THE APPROVAL OF THE OWNER AND/OR DECOMPACTION SHALL BE CONDUCTED PRIOR TO TOPSOIL REPLACEMENT TO A DEPTH OF 18 U IF, AFTER VERIFICATION, IT IS DETERMINED THAT NO STAKEOUT ERROR OCCURRED, RYE AND UTILITY GRADE FESCUE. PERCENTAGE OF PERENNIAL RYE SHALL NOT PROJECT LANDSCAPE ARCHITECT. INCHES WITH A TRACTOR MOUNTED DEEP RIPPER OR HEAVY-DUTY CHISEL PLOW. THE CLIENT SHALL REIMBURSE THE CONSULTANT FOR ADDITIONAL EXPENSES EXCEED 50%. PERMANENT SEED SHALL BE AS SPECIFIED ON THE PLANTING C- 1 01 BPLANS. 14. CONTRACTOR SHALL SEED ALL AREAS FROM WHICH VEGETATION WAS REMOVED OR DESTROYEDQ INCURRED FOR SUCH VERIFICATION. WITH THE SEED MIX SPECIFIED BY OWNER. E 0 U 6 5 4 3 2 7 6 5 4 3 2 °0 EXISTING CONDITIONS , LEGEND ' U E O L U p DENOTES EXISTING GRADE cu 0 c>3 X O Q DENOTES DELINEATED ( c Q NON-JURISDICTIONAL WETLAND AREAS I O ---J NYSEG 45 DENOTES EXISTING TREELINE CD L 1 ' �� (V O LO p / I I � N=_ __ SO1-19'58"E 11 155.37' __ - Q cv c, DENOTES EXISTING GRADES OVER 10% I _ SOO 37 02 E 545.84 __ -- �� —�C= o - - r -1 / STONE WALL J RUBBLE c N I TH 'I to O CO CID ° �° -0 N X U ' /- /� ___------------------ cc E ci I J (D O E 1 I -----------------' / ------------ ECIO X I . 5 1 cuZ U M O In N co co I ° / xxxX X x XXx x— c cn a,L�, a, WET AREA (B Q' am X N _0 N x E ` v U O c N 0j Y C 2 � w o-� 4- c� cn w o j (1) -0 z to I — Ccc c O WET AREA o I I I Rev Issued For Date ro o x .92 Cc , 'I II A INTERNAL REVIEW 5/27/26 c N STS I / & SS 'I I i "Q 1n, I I I x B TOWN COMMENTS 7/10/26 fn N CL I TPED �. ----------- / 1 I. I In N x , 5A I X co p D A TES ROAD I ' v �\ - - - '� I X (n I ___ NYS 44-5 \ ; ' x m (GUY POLE W1 GUY) `\ � , I I a UL I [� Z i> % k�---- ' I I X o NYSEG 44 II I \� 4 i I x 3�N/ \0 3 N TPED x LLI O >_ I I ' / o _ I 1 080� � c -- it x V' 7 O v b Q ,..� d x N 6 e a) ci II 1 I / 18" HDPE I 10a�_. I II uj S ICENS .m c I INV = 1078.4 i I I Q C Q L I ,� X O E 7079 _ / 1083_J' ' I I 0 78" HDPE x O /NV = 1078.4 STANDI / --- --- C&4,\ I /® p Z WATER ' / j , O h - -I J'�8p / j �� °g4 _ X W v ' / \ / / 2 c N -. STANDING W c I cu WATER �� / �7085 / / /� 3 � � - - / •� m I , I I 083-- L c: E Z / /' -0 Z 70 —1085 0000" ` o U - / / ors X O cA W/- ' / /� �08z L_ 0 I o8p WINNOW _ / I a)II NI \ \ ' / /` .o a� NYSEG 43 I Z \ I / / - p I. /� / /' +�X X X X XXXX X XXXXX X X X� E I i RUBBLE AREA co (Q � E O Ion, nowassisf -Q X I 1085 ---- BUILDING I 1 ` -- —_ � _ N N ---- -- ''' Oda / /} O Z I G _—___ RUBBLE DRIVE --__— - -- _ � ___---- ---- Q — �+ z ---- ----------------------------- ___-- -- + z p o c --- ------- - / cn p / BLDG + ------------7086 s_ / X Z <cu Eo 087 + N O , U � NYSSEG--t;gz=t— / 0 C_ 1088-- I , I I 1089 i I 'l otiG I CHAIN LINK GATE N m I `�- -- o ---- 0 c ---- ------- --- ------------------ / GRAPHIC SCALE o o m / Dwg No: Size: D Sheet Rev: p L I Qm V I / / 30 25 20 15 10 5 0 15 30 120 I (IN FEET) 1 INCH = 30 FT. C-200 ACL O U 6 5 4 3 2 7 6 5 4 3 2 °0 REMOVALS NOTES: SITE REMOVAL AREAS �- U 1. RETURN ALL DISTURBED AREAS TO THEIR EXISTING COVER TYPES UPON CONSTRUCTION COMPLETION UNLESS OTHERWISE SPECIFIED. __--- E 2� BRUSH & TREE CLEARING 2. INSTALL EROSION CONTROL MEASURES PRIOR TO ALL REMOVAL ACTIVITIES. I / STONE WALL RUBBLE Q 0 AND GRUBBING f0.301 AC J TH a)E 3. MAINTAIN EMERGENCY ACCESS TO SITE AT ALL TIMES. RUBBLE ROAD REMOVAL t0.139 AC /' ,�'—'—_l 'tea \' I I axi 0- REMOVALS LEGEND: /� /� I - _ _ _ - o DENOTES BRUSH AND/OR TREE CLEARING AND 04 O GRUBBING AREA � O tf) N >+ / � / / /- --------- LO O 1 DENOTES RUBBLE ROAD REMOVAL / / / i p cnCE U) — _ 00 a) DENOTES DELINEATED WETLAND AREAS a) / X � U xxxx x xxx xx— N E � / cc `---1 I Q WET AREA U) u- -O� 1 0 i I E d. cu co X O X cu Z r L I I I co , O co O C 1� c: cn I c a) cb I Q c�/� - v/ N m I 1 I x J �+ II 3 C I I / WET AREA \ I Q Z O I , ` co S TS I cn I I LZ c 1 (D I W _ LU O m TPED i /---------� /" I m .L Ic oq'� I I a� x W DATES TREE CLEARING AND STUMP I _ _ __ _ J �� GRUBBING AREA ±13,101 TU TOTAL I ,cm ROAD 'I I �� _�� I I X Rev Issued For Date � (n 1 �� o N tc A INTERNAL REVIEW 5/27/26 cu NYS 44-S I ' x fA UL (GUY POLE W/ GUY) _ I m ` --_�` / / I i I I a) fn B TOWN COMMENTS 7/10/26 Q) X c X i II cn NYSEG 44 1 \` \ I co a N I TPED I I f \ N x E c X 1 _ I Z � 1 a) In / X cu 18" HDPE N S INV =I 1078.4 1 3 3/V/rJ., Q O I / ' >18'" HDPE \� q�F ® � /I� I j�4 X /� Z V/ •L I �_I INV = 1078.4 \ STANDI / 4 .. (U p� L \ 70jQ WATER ' i z cu C I �060 \ I I i / _ _084— - --- x W Ll- _ CO LLJ� C y-+ w `� O a� —_ i 1---- 1 STANDING Ncj� C c \ WATER , / / --1085 2 b b \ �Q lo82- / w X IC EOW I� 2 S E Q S� O E 1 i 1089 II x 2 U X o I \ !'-- - �' 0 N 7084 x cu I I+- I I \ \ � I I X � cu .� REMOVE AND DISPOSE OF \ ' In � EXISTING TREE OFFSITE IN AN APPROVED MANNER \ ' / Q O REMOVE EXISTING RUBBLE ROAD I X ., � U �- AND DISPOSE MATERIAL OFFSITE /I Q 0 O IN t6 2 Z 50 SF'TOTAL 8J x 7o I E•- II z O 70 x a)I— \ Z I LIMITS OF DISTURBANCE \ \ / _ _ _ J x Q a) L O \ r / — —xx x x xxxx� W NYSEG 43 I I \ O I i RUBBLE 1 10R2 / AREA li 0,1/uZ ��� / +� TOWN OF LANSING PLANNING BOARD, NEW YORK w o I \ / I \ / / DATED BUILDING I I \ 085 / / ° ,084 0 �' �a/ + 0 aUi ° SIGNATURE O CHAIRMAN M , RUBBLE�IVF�- — ____----------- / +� DATED I --- ----------------------- / ' - BLDG I I / Q (Q O86 �+ SIGNATURE E °� 0 cu —' `, ��, + CODE ENFORCEMENT OFFICER -01087 \ \ .�./ >O Z 0) / Q o x I NYSEG—�a� ,------ na >' N s I _1G88— DATED Q M O og SIGNATURE 9 I >z CHAIN LINK GATE —j > (� HIGHWAY SUPERINTENDENT Q I ' DATED r /i ' ' I O/ Lu U c I / SIGNATURE TOWN ENGINEER -0 'I EXI S Tl N G S O L A FR E/EL D m I HOUSE GRAPHIC SCALE Ac d GARAGE / 30 25 20 15 10 5 0 15 30 120 (IN FEET) Dwg No: Size: D Sheet Rev: p I / 1 INCH = 30 FT. V NYSEG 42 C-201 B CL I F-) 1 /-` l -F /-lam IA A A F i E U 6 5 4 3 2 7 6 5 4 3 2 °0 UTILITY NOTE: GRAPHIC SCALE TOWN OF LANSING PLANNING BOARD, NEW YORK 1. PROPOSED UTILITY AND CUSTOMER POLE LOCATIONS ARE SUBJECT TO UTILITY APPROVAL AND MAY CHANGE. CONTRACTOR SHALL VERIFY FINAL POLE LOCATIONS E 2� 116, WITH THE OWNER PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION. 30 25 20 15 10 5 0 15 30 120 ov O (IN FEET) DATEDQ Q 10 I 1 INCH = 30 FT. E 12' X 15' STAGING PAD a) c- I — — — — SIGNATURE � CCTV CAMERA I _ _—_—_-------- LAYOUT AND MATERIALS CHAIRMAN o a PLAN LEGEND L 15' I /' DATED Q N 21 DENOTES EXISTING GRADE N 0 �13'--� I / ' SIGNATURE o a - - - N 16'�I � I�9'�I I - - - - - - - - - - - - - - - - - - - - /- - - - - - - - - CODE ENFORCEMENT OFFICER o CO � 7'> T � T L-—-_-_-_-_- DENOTES TEMPORARY GRAVEL ACCESS ROAD 'co 0 DATED ,� E I DENOTES IMPERVIOUS GRAVEL ACCESS ROAD -o Q a � E CE SIGNATURE ) a GROUNDING TRANSFORM PAD DAS PAD I �� DENOTES FIXED KNOT FARM FENCE 1 HIGHWAY SUPERINTENDENT " Z M p PAD MOUNTED PRIMARY CUSTOMER METER I DENOTES MEDIUM VOLTAGE TRENCH (SEE p : 31' 10- My ELECTRICAL PLANS FOR DETAILS) r G 0 Y DATED ® T I c: ENERGY STORAGE SYSTEM O ENERGY STORAGE SYSTEM i• SIGNATURE cu Q TOWN ENGINEER TRANSFORMER PAD r I I I S N C U O I � Q- c � / I I cn 0- Y c Q) x Q J 3 d 4 26' 31' 31' x Q z O10, V c m cn Lu ENERGY STORAGE SYSTEM ENERGY STORAGE SYSTEM I I x W � o T I I Z " E — I O L I CC a W \♦ I. co Lu x m .� Rev Issued For Date W x A INTERNAL REVIEW 5/27/26 N B TOWN COMMENTS 7/10/26 fn /. o� I h I x Q � STORMWATER MANAGEMENT I II °a BAT HOUSE U c NOTIFICATION SIGN I ;n o \ I x 04 1 TRANSFORMER PAD I I x U D �_ - - ` INFILTRATION BASIN AREA / I III N � x Q N 10 / c Z -6 + o a) 1 INSET PLAN - BESS COMPONENT DETAILS � / �� I 50' x 50' CRANE ZONE �o ;v C-300 SCALE: I--I I 047'� J •/ �/1/�h,' •L (� R=66' ( IIJJ O � o (R-25' x v� �� Q- �, I PROPOSED EDGE OF WOODS ° ° ° W cu � Ljj o R=12' o x � co lot o `� �O � - I _ 1O79 4' PERSONNEL GATE 7083 � R � o 0 0 0 1° bb Oe � Q S� o LOCK BOX & EXTERNAL FIRE CONTROL FJ� -� �0 9\, PANEL LOCATED AT SITE ENTRANCE 084 1 x W n O E x \ _ 20' ACCESS GATE 1 0 Z UTILITY CORNER POLE (U1) / 7085 1 1 x cis O _ 081 r -\ 1 ❑ k E N 20 ACCESS GATE `\ / + ❑® ® 1 x °� O I o8 o8a 1 1 x T c ACOUSTICALLY TREATED FENCEvoi � t � 11 - Q -- oa I \ / \�- /'� x 0 N lb) I 1 SEE INSET FOR DETAILS Q \ / 1 x ON BESS COMPONENTS } p o I \ + ' / % 1 �I 1 x 10' FIXED KNOT FARM FENCING + 54' + I 1 x � / -A. \- / / R=106' '�8s 4' PERSONNEL GATE z ~ D BAT HOUSE / _ x Q to F � � � � � � � � � /ice � � � � tl� �°�? � � `C 8�� ,IV �4 T i x w I \ I °, - - I 1 I J tD 1084x O to v rt W E -° \ \ MV MV J I x i+ N x x z — x— fit" x :r---x-=x � x x x x x x x—J LIMIT OF DISTURBANCE 0 I I v � / p / AREA = t1.76 ACRES 2 p UTILITY RECLOSER POLE (U2) I ___ __� �� ogT / (n � 10 3 / / EXISTING SOLAR LEASE AREA yn E 1OB4— SITE STATISTICS UTILITY CORNER POLE (U3) I \ 1085 MV �R=106'9 EXISTING ZONING: AG (AGRICULTURAL) PROPOSED SETBACKS: °- o ___------- �� _ _ _- - - -- MV— _ - - / +/ FRONT YARD 535 FT X UTILITY POINT OF INTERCONNECTION _ _ _----- MV RueeL - c N (P01) - UTILITY DISCONNECT __------- -__- UNDERGROUND MV CABLE / +/ TOTAL PARCEL AREAS: 56.87± ACRES (2,477,257 SF) SIDE YARD 322 FT Q o Z r) FEEDER NO: 4303101 UTILITY METER ON CUSTOMER POLE (C3) - - - - - _ - ___--- I / REAR YARD >40 FT L o Q- IX VOLTAGE 34.5 KV V - POINT OF COMMON COUPLING (PCC) R=106 0 / + Z z a >, X --- _-_---_- / MINIMUM LOT SIZE REQUIRED: 160,000 SF Q Q Q a) T --------�--goes-- / � I / + J O c MAXIMUM BUILDING STRUCTURE J z r I I oS' \ \ +/ HEIGHT: 35 FT ACCESS ROAD LENGTH: ±620 FT Q oD T- --- I O rCUST70MEFR DISCONNECT POLE(C2) MAXIMUM BUILDING/STRUCTURE SCHOOL DISTRICT: LANSING CENTRAL SCHOOL W >- Q E I I 2UTILITY ACCESSIBLE,LOCKABLE L HEIGHT PROVIDED: < 35 FT DISTRICT Q Q a Lo i I °gy J MAXIMUM LOT COVERAGE: 25% FIRE DISTRICT: LANSING FIRE DEPARTMENT - ------ -1 / -0 j AGRICULTURAL DISTRICT: TOMPKINS COUNTY DISTRICT 1 m l I CUSTOMER RISER AND RECLOSER POLE (Cl) / LOT COVERAGE PROVIDED: ±1 .5% � - >, IMPERVIOUS AREA: 0.64± AC PROPOSED TREE CLEARING: ±0.30 AC REQUIRED TOWN SETBACKS: PROPOSED FENCED AREA: ±0.22 AC o o A A 0-1 a) FRONT YARD 60 FT Dwg No: Size: D Sheet Rev: 00 SIDE YARD 30 FT PROPOSED LIMITS OF DISTURBANCE: ±1 .76 AC u, REAR YARD 40 FT C-300 B Q i o U 7 6 5 4 3 2 7 6 5 4 I a) GRAPHIC SCALE U_ E L O 30 25 20 15 10 5 0 15 30 120 U O (IN FEET) 1 / I I Q 10 E a) c I I cu 0 1 INCH = 30 FT. / a Q UTILITY NOTE: /, --- — /,�-----1 — 1. PROPOSED UTILITY AND CUSTOMER POLE LOCATIONS ARE SUBJECT TO UTILITY / / _ _ _ _ _ — — — — — — — — — — — — — — — — — — — O a) O APPROVAL AND MAY CHANGE. CONTRACTOR SHALL VERIFY FINAL POLE LOCATIONS '_ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — / — 30' SIDE SETBACK ___---------------------------_ WITH THE OWNER PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION. ./ ----- I11 - - - - - L------------------' /' /'� Q LO LAYOUT AND MATERIALS I / /- / -' ____---------------------_____________- N �- N 0 PLAN LEGEND I / ' — ° � Cn m ° a) DENOTES EXISTING GRADE xxxx x xxx xx— a) X v cc E DENOTES TEMPORARY GRAVEL ACCESS ROAD x O O I I I CU co E a) X 5 U Z DENOTES IMPERVIOUS GRAVEL ACCESS ROAD I I �' I U) L' " I M a) 0 / r co DENOTES FIXED KNOT FARM FENCE M� DENOTES MEDIUM VOLTAGE TRENCH (SEE I �_�-�-/- \� C N I11 ELECTRICAL PLANS FOR DETAILS) I �� I x i \ l cu Q a) _0 I aj LLJII I I /. �. I I W Y d a) J o a "0 M J 3 C a z 0 ° U ° srs I , zy a LLJ W j & ss i I /� / II III I x L.LJ 5 .n♦ TPED , -- I I O �m -0 i ti /-/- - T ,�p ASH I x y ( Z 13 4 I I 6� I \� \ LU '� 10 0 I I 1° — — -- --- : Rev Issued For Date N 0 L A INTERNAL REVIEW 5/27/26 % I I x In 01_ B TOWN COMMENTS 7/10/26 fn I �� J I II x � X X I �I L / 10/ I\ I m Z / / x III `�, -o�-� / / / I as 0 TPED I I I (0II ! '/- / I / / R �I \ I x Q a) E C �y / 8 X SO Z ^�` y) (n xcc O\ L Q) (n O L _ W p a)1085 108� k i 0 , x g W ICEN — Z Co ® f _ ----------- lb ID Q C tQ I = rrnn C � � �/J \ / Z ° MV Q XXX XXX >� �'- �XX X X XXXX� Q N C \ / LL 083 N -0 ' I 0 a) O 0 a)pL -C I - _— _ -------- MI. MV + U RUSBLE _ _ j '-- -----------�I---------------- _ _ _ _ _ --------- +� F- --- ---------------- --oes /_ -- / +/ o C / + Q X — \ I z o °' N U) _ - I 1OB7 \ \ / 4 j Z a3 / w U O X --JOBS-- CC I n. a) w I I W Q ° v) + 0 I I z Q a - ------ J = I \ - -- -- ._ .� 1 ----- -r------- / C� U) } U) /-------- I � \ / V1 x68.5'Ho,iz �_ Q M 10"Vert Z _N O (B C Overall Lengehtate Semi-Trailer 73.501ft } Overall Width 8.500ft Overall Body Height 13.500ft m SQ I I / Min Body Ground Clearance 1.334ft / Max Track Width 8.500ft Lock-to-lock time 6.00s II Max Steering Angle (Virtual) 28.40' 3 2 C//��\ / � L 6�\ AteA,, Q W I I / Outer Limits of Wheel Path ;F LL Q Outer Limits of Vehicle Body Dwg No: Size: D Sheet Rev: 0 0 I / U I 1 I CE a) 1 I / Vehicle Body C-301 B CL I I / 0 U 7 6 5 4 3 2 7 6 5 4 3 2 I o EROSION AND SEDIMENT CONTROL NOTES: _ U 1. ALL AREAS TO BE REVEGETATED SHALL HAVE A MINIMUM OF FOUR INCHES OF TOPSOIL. - - -CONSTRUCTIONED TO PRE _UT NOT _ __ _ __ -------- EROSION AND SEDIMENT E LIMI S 0 DECOMPACT ON D FOR AREGRADING RY N DURING L ONSTRUCTION H ALL BE E L LOAMING, AND SE 0 N N G. NO CASE SHAL PARKING AREAS B LAYDOWN AREAS, CONSTRUCTIONTRAILERS, o 2 E v AND PORTABLE TOILETS BE LOCATED WITHIN A WETLAND RESOUCE AREA AND/OR ANY BUFFER ZONES. 1 / STONE WALL CONTROL PLAN LEGEND 0o c3 cn 3. WETLANDS NEAR THE SOLAR ARRAY SHALL BE PROTECTED WITH FILTREXX SILTSOXX OR SILT FENCE. EROSION AND SEDIMENT CONTROL FEATURES ,/" / ,� l � p p SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF SOIL DISTURBING ACTIVITIES. DENOTES EXISTING GRADE C Q 4. AREAS DESIGNATED FOR CUTTING SHALL BE CUT, ONLY. NO GRUBBING OR STRIPPING OF TOPSOIL IS NECESSARY, EXCEPT FOR THOSE AREAS ,/' /' — — — — — '- — - O 6 U V SHOWN ON THE SITE PLANS. 30' SIDE SETBACK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - — I �-�� DENOTES TEMPORARY GRAVEL ACCESS ROAD 04 O 5. PERMANENT STABILIZATION SHALL BE ESTABLISHED AS SOON AS FEASIBLE GIVEN THE GROWING SEASON. /' L_—_-------------- /' o Ifs ` DENOTES STABILIZED CONSTRUCTION GRAPHIC SCALE I j ENTRANCE c N O d In 0 / I o CO DENOTES EROSION CONTROL BLANKET m 30 25 20 15 10 5 0 15 30 120 1 _: (IN FEET) I I I / _ X � cU 1 INCH = 30 FT. I I `--_ ca E I i I WET AREA 1 % DENOTES IMPERVIOUS GRAVEL ACCESS ROAD fL_ U' 'O a I ° (D O co x a) DENOTES FIXED KNOT FARM FENCE Z co 0 IT DENOTES MEDIUM VOLTAGE TRENCH (SEE O c a) MV ELECTRICAL PLANS FOR DETAILS) ` G (u DENOTES PROPOSED CONTOUR (D c F- O \ DENOTES PROPOSED SILT >, W FENCE/SOCK a) _0 III . I I � N UJ J o a (6 I I li x Im J 3 - I I a I D O � / WET AREA QQ . i i _ Q U 'O I I , x S TS Z y a ' W o I I c ss i I 1 /" IW 0 0 TPEDcn m i /E�pp I I :x(c T 10$2.7 ASH �I 11 C �^ F N ,C 134 4 I x \\� W ccN oa I — — -- --- c O x Rev Issued For Date cn Lo A INTERNAL REVIEW 5/27/26 cu cu �' I I I x 72 fn B TOWN COMMENTS 7/10/26 fn CL X cn \ _ I \ x (� TPED I I I (01 ! - I \ O- N o E X � i Z41 CONCRETE WASHOUT x O 18" HDPEcc S /I INV = 1078.4 �O Q) — o 0 0 0 0 0 o U ' 6 cm NIA 1078.4. \ <F STANDI O>Q WA TER � cu C W STABILIZED CONSTRUCTION ENTRANCE (TYP.) �- / / w c �� a /' / STANDING / 1085 x - WATER Q SOIL STOCKPILE EO - I S a O E IL __ _ _ - . .y,. . . . . . - W-. .-W- -W W- SILT FENCE OR SILT SOCK (TYP.) /' - O0 co ID cu En EROSION CONTROL I BLANKET / I I I / O / x Q c � Z -0 70 �^ N vJ Z — —G x _j o x x x -7- x 77; — x x x x x x x� a ry a� W a�iL I i I RUBBLE M L AREA w � O I I BUILDING I I _-- 7_080 --"-- / / EROSION CONTROL \ _ - �Q� / ° BLANKET ___ M�. ---- _ / +/ kmwwv / +/ v) E RUBBLE�IVF` —" MV — — _ TOWN OF LANSING PLANNING BOARD, NEW YORK I --- ---------------- ------ ' co BLDG / + � O I O 1n DATED W '' x ,087 + _ z , 0 11 SIGNATURE L I o88 O ED a �, x CHAIRMAN 0 J Q Q I o � I 1 I I � Q•� I I ogg J z / I CHAIN LINK GATE DATED O 0 �_ I \ - -- -- ---------- --- / } _ .fn -r-------- Q --�------- --- ---------� -------- / SIGNATURE z z Q Qo 1 / CODE ENFORCEMENT OFFICER 00 � 0 DATED I I I / SIGNATURE �; W m HOUSE I HIGHWAY SUPERINTENDENT ~_ : c R A ► o o A GARAGE DATED Qm CE a) I / Dwg No: Size: D Sheet Rev: p II SIGNATURE TOWN ENGINEER C-400 B CL I i o U 5 4 3 2 7 6 5 4 3 2 I � GRAPHIC SCALE 30 25 20 15 ,a 5 0 15 30 ,zD __ __ -- -__---- -- �� DRAINAGE AND GRADING 0 (IN FEET) STONE WALL PLAN LEGEND E 0 1 INCH = 30 FT. /' / cu (n a) A A Q ' lUl�ul DENOTES EXISTING GRADE c Q I — — — — — — — — — — — — — . I 30' SIDE SETBACK / 0 — — — — — — — — — — — — — — — /— — — — — — — — — — — — — — — — L_—_-------------'� /' o°°oo°oQ°oo°oo DENOTES RIP RAP FILL 04 LO CV >, N O DENOTES TEMPORARY GRAVEL ACCESS ROAD c N Id cn 0 CO I /I DENOTES IMPERVIOUS GRAVEL ACCESS ROAD� I In II I O x U li WET AREA l -U Q I I o % DENOTES VEGETATED FILTER STRIP O O E ' I ► I i E OX I DENOTES FIXED KNOT FARM FENCE Z r cu^' co 1� O c DENOTES MEDIUM VOLTAGE TRENCH (SEE r ti � My ELECTRICAL PLANS FOR DETAILS) c: CID DENOTES PROPOSED CONTOUR F- L_ a) cis CL a) L I LLJ �I I I /. I I W � Y 0 7 ' I J o'a � 16 I I Ii x J 3 C :N Ja Z O � I I / WET AREA . I I _ Q U 'O ya. .� co S TS I i ' ' W W o I I c & ss ; I I /� I I x \ � W I 45 TPED •L w" a) c I Z O aO C1 a� LLJ 0 ,o I — — -- _-- c a, Rev Issued For Date N co EMERGENCY RIP—RAP OVERFLOW o II A INTERNAL REVIEW 5/27/26 cu �' x 72 N � B TOWN COMMENTS 7/10/26 cn ` get CL o o I I II I x 0 X % 0 I I \ W \` / / 1 I\ L_ I olI , ,0g2 \ I CRANE PAD TO BE TEMPORARILY GRADED TO A MAXIMUM 2% DURING 0 j CONSTRUCTION AND REVISED TO FINAL GRADES FOLLOWING CRANE UTILIZATION — U) TPED I I I (0 �' ! ti Q a) ' I x E C Qm CE a) Z41 ° a I I I FES W/ RIP—RAP I ZO I� I 12" INV=1080.00 �� �Q I o 0 0 0 0 o I� +- U) CU 18' HOPE _/ , o 0 0 0 0 0 ��/1/� `O N I \ I INV = 1078.4 h a) I t I o 0 0 0 0 0 0 U) 1G79 / 1083 -,O���� J� S L o 0 0 0 0 \ V Z 0) IRA STANDING ' ' — 086 x .. LLI, 6) Q � s_ WA TER , / o 0 0 0 0 � z (0 Y Y Y W LL n co C y... V' YL Y Y W Y W Y Y Y Y �\ �� i p a) _ PROPOSED GRAVEL ROAD TO BE I Y » w w » »1 2 Y »S w Y » �\ _�-� / x U � - Q � w w w w w w w w w w w w W w BLENDED SMOOTHLY TO TIE INTO w w w w w w w w w w w r w w STANDING ,--- ---_1085 W 6 j Q Q N » W w » w Y w w Y » w W Y \ WATER VEGETATED SWALE 6� O a) c j EXISTING GRADE OF ROADWAY i y �I- Y » w » kc�� Q w w w �Y w w w w w w w Y — 1 N w w w w w w w w w w w w \. X m cII Z w w w w w w w w w w w w w w \ 11 EO I 2 Y Y Y W Y Y Y W Y Y Y Y W Y O E YwwlU�pwYwYYY Yw�»»Yww»YwY»wwY»ww w �\ i 9 1086.25 1086 1086.25 x 2 U (0 m O LM tO Z 00 }� I y \ w w w w w Y� Y Y Y Y Y Y Y Y w Y ` FES W/ RIP—RAP /, o . co 08 Y Y » Y » Y Y » Y Y w w /» Y » \�- ' 1086.25 1086.25 II CONCRETE EQUIPMENT PADS WITHIN FENCE AREA TO HAVE E O 12" INV=1080.40 /' 1086.50 "� 1086.50 4" REVEAL THEN 5' SURROUNDING PADS TO BE GRADED � � I �2 AT A MAXIMUM OF 2% SLOPE AWAY FROM FOUNDATIONS c I W Y W Y Y W Y��Y Y Y Y W Y Y Y \ � /, S M •� O i V w w w w w w cu w w w w w w w w\ \ - n w w w w w w w w w Y Y Y W W Y Y Y W Y ' 1084 f YwYwYwYwTV YYYY wYwwwY 1 YYYYY / / \086.50 1086.50 0 //)�� �Q Y W W W Y W Y Y Y W Y W Y Y `\• /. 70 / O /O1 8S x y ^` a) —0gz z E L.L. 7 / �_ = L W \ Oas 6 X (11l W W Y Y •i �"\Y W Y Y Y ra / O I _0 � � FES W RIP—RAP1061 / T x � U) 0 I / U) VJ U I12" INV=1081.25 I \ \ ^ ' ' w w w w w w ' w w w ' 1083 �084 J }- Q 0 I I O N w w w w w w W w w w 8 w w w w w w Y ems• - Cl/ f1 X ��T—A X X X XXXX� J I I Y Y Y W W Y Y Y W Y Y Y Y W Y Y Y Y Q � 11 1 �,V' L I I I RUBBLE Q Y W Y W Y W W Y W Y W,0�`Y W w W / / / / 1�� Y W W Y W Y Y Y Y W w Y W Y W T•[ AREA vA♦ � W 1083 w w w w w w w w w w w w w w w O (n 10$6 QJ c O Y w Y Y Y Y Y Y Y Y w Y Y Y 1C / + \ couj 1084 II I BUILDING VEGETATED SWALE \ o0 1085 `O — / 0 U p a�i 0 C \ FES W/ RIP RAP ----- — _ —__---- — MV �naa i / /+ cA v — 12" INV=1080.80 RueeLE� `— —_ My — + TOWN OF LANSING PLANNING BOARD, NEW YORK 1 / --- -- ------ BLDG / '1-/ O Q co cu cu DATED a 1 ; I 10B7 \ \ +,/ Z O Z I p88 SIGNATURE z Q Q U } CHAIRMAN Q o I' II I I LLJ z 0- 0- og / CHAIN LINK GATE Z r 11 O 0) / DATED �J -- -- ----- ---- — _ ___ -r-------- o U) ------- -- —------� -------- SIGNATURE Q z Q Qo CODE ENFORCEMENT OFFICER 0 / o I / DATED I m I HOUSE I SIGNATURE II / HIGHWAY SUPERINTENDENT 1 I GARAGE / ,a DATED Dwg No: Size: D Sheet Rev: 0 1 � I SIGNATURE 500 B CL CTOWN - ENGINEER E 0 U 5 4 3 2 7 6 5 4 3 2 °0 a� DRAINAGE AND GRADING PLAN LEGEND E 00 I O / �pyp �IIA I of DENOTES EXISTING GRADE X Q i I O L DENOTES RIP RAP FILL Q N � j � O I I 04 > O II �I DENOTES TEMPORARY GRAVEL ACCESS ROAD Q N , / _�toao� � N � I FES W RIP-RAP I X x � N / / DENOTES IMPERVIOUS GRAVEL ACCESS ROAD d 12" INV=1080.00 �e ° o I I 00 18" HDPE j s INV = 1078.4 DENOTES VEGETATED FILTER STRIP " N In v � � C I -7079 _-1083. / � � � Q STANDI - _ 70 1085 x �/°� DENOTES FIXED KNOT FARM FENCE E d� fQ X WATER D D 0 D � / x DENOTES MEDIUM VOLTAGE TRENCH (SEE U) cu ,- /(�y I .�2 - •� W \ \ _ ,I / / - �- /,/ // W -- '"" ELECTRICAL PLANS FOR DETAILS) � O ll SI I �O y W•y •y• •- -•� • STANDING i /--�-7085 / x W O � � c > 7". Va. . . . WA TER DENOTES PROPOSED CONTOUR cis Akco _ 2 Eo i v O N .W N 1086 L L t086.25 1086.25 II x cL1 CL ' / \ oa . \ . . FES W/ RIP RAP / ---- 1086.25 I x �, O\\. __ 1086.25 I I N 12" INV=1080.40 // -_--------- 1086.50 m' 1086.50 I �\ N U U L°c OD \ Q C \. xI - F71 � Y c Q) 7 W J `o c6 00 WW",W �� WWWWW W,' �086.50 1086.50 Q = C cr3 I x Z y a U >+M Z a 708 -0 �6 x _ o to � Og4 0 ��� W rn� � N li I FES W/ RIP-RAP \ \84 \ �\ \ a .'. .` .°. 1081 i g4 /' o - - -- --- C c 12" INV=1081.25 ^ 1083 10 o x ' \ i' (ts U 0 II I I \ \ O 2 .W = .rY_ •.W 108'L. W / /'/ - - x Rev Issued For Date U)W W p�` , �-'1� XX XX � �< XXXXXX X� Q) cc 10g3y A INTERNAL REVIEW 5/27/26 N I I I RUBBLEA I I I \ 1085 L B TOWN COMMENTS 7/10/26 U) Q) %o� + -O Q X "O (� co 084 I BUILDING co N 44V U ___ Q N FES W/ RIP-RAP _---- v - MV _ _ E � 12" INV=1080.80 RUBBLE-O'R -`--- MV _ _ _ /+ N III I ` --------II--- --- --- / /+ 0 ---- L -------- BLDG / / 0 N .92 / 1> 0) L I I 7 087 � � � i- � � ® 2 (B C I I MAINTENANCE ACCESS ROAD PLAN VIEW U �� - SCALE: 1" = 30' (STA 0+00 TO 6+ 18.42) 6 bd Q Q W lS ICENS�o c c O E U m � X O N } Z ® PVI STA = 0+40.00 cis o PVI ELEV = 1083.18 0 L = 25.0 U � � M.O. = 0.09 F.G. = 1083.27 U) Q o 0 PVI STA = 1 +10.00 PVI STA = 2+45.00 PVI STA = 3+50.00 PVI STA = 5+30.00 Q c m PVI ELEV = 1084.58 PVI ELEV = 1082.35 PVI ELEV = 1087.02 PVI ELEV = 1085.22 2 } o a) L = 100.0 L = 75.0 L = 75.0 L = 25.0 �_ = Z �'E M.O. = 0.46 M.O. = 0.57 M.O. = 0.51 M.O. = 0.06 C z ) F.G. = 1084.12 F.G. = 1082.92 F.G. = 1086.51 F.G. = 1085.28 0 Z U) 0 Q a o 1100 1100 ry w c C � � w ° � � o � U N O 1095 1095 ° � a) c: � zu � U v_, E d + N �, 1090 - =a' a+ 1090 ao In w Z I� +0 I-�00 OOH W 00 11 Z c Li a+o PROPOSED GRADE w Q co - - E - -- cu o w �w J<> -1 00� 1 .00 ° X 1085 _ �w �° 1085 o Z W L o x _j QLo o-1.00� 2.00 -1.65� - o .� EXISTING GRADE O O 0 Q L LL Q 1080 im 1080 ° c FES#2 TO FES#1 FES#4 TO FES#3 0 U) C 12" ADS N-12 12" ADS N-12 Q 67 LF AT 1.87% 70 LF AT 0.50% O 6 Q O U � O 1075 1075 m c A 1070 1070 0 0 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 Dwg No: Size: D Sheet Rev: p Q V SOLAR MAINTENANCE ACCESS ROAD PROFILE " ' C-501 BCL SCALE: HORIZONTAL 1 =50 (STA O+00 TO 7+00.00) E VERTICAL 1"=5' o L) 6 5 4 3 2 7 6 5 4 a� U E OQm L U O 0- 10 10 FT. MIN E N U SIGN DIRECTING DRIVERS x Q TO CONCRETE WASHOUT NOTE: CHOOSE DRY AND STABLE AREA FOR STOCKPILE. SHAPE 0 0 0 c Q AND STABILIZE STOCK PILE; ALLOW TEMPORARY SEEDING. LATH AND FLAGGING -6 y y SAND BAG ON THREE SIDES 04 I. L V/ 0 A 0 A' CD LO o 10 MIL SANDBAG Q LO Ln c21 : 0 PLASTIC DEPRESSED 0 0 INING c c0 _0 AREA 0 'I W O - :3 CO 3 FT. N X O U 0 0 5F cuE '� L /Lzk 10 MIL PLASTIC LINING -III- ( cu co LATH AND FLAGGING SECTION (A-A') E � N 0 � 0 E) 0 0 ON THREE SIDES (n cu Z (D CONSTRUCTION SPECIFICATIONS MAINTENANCE AND CLEANING o IT cn0 1. CONCRETE WASHOUT FACILITY SHALL BE LOCATED A MINIMUM OF FIFTY 1. DO NOT DISCHARGE LIQUID OR SLURRY TO WATERWAYS, STORM r ti cu FEET (50') FROM SENSITIVE AREAS. DRAINS OR DIRECTLY ONTO GROUND « 2 2. THE BASIN DIMENSIONS DEPICTED ABOVE ARE REQUIRED MINIMUMS. 2. DO NOT USE SANITARY SEWER WITHOUT LOCAL APPROVAL. O c ENTRENCH SILT FENCE 6" INTO GROUND. CONCRETE WASHOUT FACILITY SHALL BE CONSTRUCTED AND 3. PLACE A SECURE NON COLLAPSING, NON-WATER COLLECTING COVER c a) MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID OVER THE FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT F- a) N AND CONCRETE WASTE ENERATED BY WASHOUT OPERATIONS. ACCUMULATION AND OVERFLOW. cu CL (APPROXIMATELY 60 GALLONS OF WASTE AND WATER PER TRUCK). 4. REMOVE AND DISPOSE OF HARDEN CONCRETE AND RETURN THE a) 3. PLASTIC LINING MATERIAL SHALL BE A MINIMUM 10 MIN POLYETHYLENE STRUCTURE TO A FUNCTIONAL STATE. N -0 SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS 5. INSPECT THE WASHOUT FACILITY FOR SIGNS OF WEAKENING OR N THAT COMPROMISE THE IMPERMEABILITY OF THE MATERIAL. DAMAGE AND REPAIR AS NESSESARY(RELINE THE STRUCTURE WITH L Z SOIL STOCKPILE AREA 4. WASHOUT FACILITY MUST BE CLEANED, OR NEW FASHOU S MUST BE NEW POLY SHEETING AFTER EACH CLEANING). �_ N C U CONSTRUCTED AND READY FOR USE ONCE THE WASHOUT IS 75% FULL. w�//�� �Q v/LLJ 0- Y C N � C-600 NOT TO SCALE CONCRETE WASHOUT FACILITY J 4 J a z 4- c: C-600 NOT TO SCALE _ LZ LiS� c i N 1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT. FROM TOE OF SLOPE, 10 FT. PREFERRED, TO PROVIDE ADEQUATE Q °1~ AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA. �- �' N 50' MIN. 2. POSTS MAY BE 1.25"x1.25" (MINIMUM) HARDWOOD, TYPICALLY. FOR WIRE MESH BACK USE 2"x2" NOM. HARDWOOD, OR - - Z o°r- L 'O EXISTING EXISTING \ LJJ v J GROUND ROAD STEEL "T" OR "U" POSTS (11b per If). SILT FENCE SHALL BE WOVEN GEOTEXTILE FABRIC(GEOTEX 2130 OR EQUAL). 0 c 3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT. OR 6 FT. POST SPACING, AND MAY OR MAY NOT HAVE MESH REINFORCEMENT. SENSITIVE AREAS TO BE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE FENCING FOR ADDED SUPPORT Rev Issued For Date In cn TO PREVENT COLLAPSE. N tc 6" MIN. 4. THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. THE FENCE SHALL BE INSTALLED A INTERNAL REVIEW 5i27i26 � 2 WITH THE POSTS ON THE DOWNSTREAM SIDE OF THE FABRIC. En 5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE: a TOWN COMMENTS 7/10/26 cn N FILTER FABRIC AS PE7277R SECTION -O 312500, EROSION AND SEDIMENT PROVIDE APPROPRIATE a CONTROLS TRANSITION BETWEEN SLOPE MAXIMUM SLOPE LENGTH x STABILIZED STEEPNESS /FENCE LENGTH (ft.) In PROFILE VIEW CONSTRUCTION <2%, 300/1500 •"= 9) ENTRANCE AND ROAD 2-10% 125/000 - 10-20% 10%50 fv N 20-33% fi0/500 (U c 50' MIN. 33-50% 50 >50% /125 IZ N 6. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOW TO A SILT FENCE SHALL NOT EXCEED )/4 ACRE PER 100 FEET OF FENCE, m = WITH MAXIMUM PONDING DEPTH OF 1.5 FEET BEHIND THE FENCE; AND EROSION WOULD OCCUR IN THE FORM OF SHEET x -p 10' MIN. EROSION; AND THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. Z a)7. MEASURES SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS, AFTER EACH RAINFALL OF .5" OR MORE WITHIN A 12 E O a) HOUR PERIOD, OR DAILY DURING PROLONGED RAINFALL. MEASURES SHALL BE CLEANED AND REPAIRED AS REQUIRED. a- N 8, SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-THIRD OF THE MEASURE HEIGHT. SEDIMENT SHALL BE L DISPOSED OF AS UNSUITABLE MATERIAL. O N X' EXISTING 3 SILT FENCE 5' MIN (10' PREFERRED) �� ��V/t, Q ROAD O L L O O r7 N I Al EXISTING GROUND CRUSHED 10' MIN. rn HARDWOOD z g � Z5 cu c POST - U) c 4? STONE LL UNDISTURBED of co Q of GROUND o !' O a) - SEDIMENT U �' = - PLAN VIEW SLOPE o ONTAINMENT6 b6 OQ U 1. STONE FOR A STABILIZED CONSTRUCTION ENTRANCE SHALL BE 1 TO 2 INCH STONE, LiAREA } U) �S NSA c c RECLAIMED STONE, OR RECYCLED CONCRETE EQUIVALENT. 0 a ui ICE c - 2. THE LENGTH OF THE STABILIZED ENTRANCE SHALL NOT BE LESS THAN 50 FEET. n c: 3. THE THICKNESS OF THE STONE FOR THE STABILIZED ENTRANCE SHALL NOT BE LESS THAN U E 6 INCHES. ll c x 4. THE WIDTH OF THE ENTRANCE SHALL NOT BE LESS THAN THE FULL WIDTH OF THE 1 O Z PROPOSED ENTRANCE. 5. GEOTEXTILE FILTER CLOTH SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING E O ® THE STONE. PLAN L 6. ALL SURFACE WATER THAT IS FLOWING TO OR DIVERTED TOWARDS THE CONSTRUCTION 2 N ENTRANCE SHALL BE PIPED BENEATH THE SURFACE. 1.25" x 1.25" (2" x 2" NOM. FOR WIRE MESH BACK)* c HARDWOOD POST 7. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR c FLOWING OF SEDIMENT ONTO EXISTING ROAD. THIS MANY REQUIRE PERIODIC TOP *OR STEEL "T" OR "U" SECTION POSTS (1 lb/If MIN.) cu 'a) DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND AND :3 =WOVEN GEOTEXTILE FABRIC GEOTEX 2130 (OR EQUAL) REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT 0- SPILLED, DROPPED, WASHED, OR TRACKED ONTO EXISTING ROAD SHALL BE REMOVED SILT FENCE ASSEMBLY (SEE INSTALLATION NOTES) ., U O IMMEDIATELY. Q SEDIMENT 0 � \ CONTAINMENT ARE } U N 2 STABILIZED CONSTRUCTION ENTRANCE \\ 5' MIN (10' PREFER D) z = = SILT FENCE INSTALLATION NOTES: �� � _ �'L / C� a) a) C-6O0 NOT TO SCALE 1. GEOTEXTILE FABRIC AND WOVEN -0 70 WIREMESH TO BE FASTENED SECURELY / `/j�\ S�OPEF z_ O -0 TO FENCE POSTS WITH WIRE TIES OR ��\\\\ UNDISTURBED (n U) U STAPLES. � \ o N GROUND Z 2. FILTER CLOTH TO BE FASTENED FLOW Q rn O SECURELY TO WOVEN WIRE FENCE WOVEN WIRE MESH ��/\\�� _j Q WITH TIES SPACES EVERY 24" AT TOP RENFORCEMENT IF 0 �/� w N AND MID SECTION. NECESSARY) MIN( 14 // �// }\�\\��\ L L 3. WHEN TWO SECTIONS OF FILTER CLOTH GAUGE WITH MAX. 6" VEGETATION RETAIN �IFG �\ \ a0 p FILTREXX SILTSOXX OR 2"X2" 24" WOODEN STAKE PLACED 10' O.C. ADJOIN EACH OTHER THEY SHALL BE OPENING POSSIBLE � w O APPROVED EQUAL (TYP.) OVERLAPPED BY SIX INCHES, FOLDED - AND STAPLED. � .� � FILTER MEDIA 4. MAINTENANCE SHALL BE PERFFORMED EXCAVATE TRENCH, BURY SILT FENCE FABRIC a) AS NEEDED AND MATERIAL REMOVED AND BACKFILL/COMPACT EXCAVATED EARTH I N WHEN "BULGES" DEVELOP IN THE SILT - 4" f FENCE. SECTION j 0 N c �o 5 SILT FENCE �� {� AREA TO BE PROTECTED WORK AREA \ In E �61 NOT TO SCALE c � 12" MIN F- ca � � � O SECTION 24" WOODEN STAKE PLACED 10' O.C. 0 cu x FILTREXX SILTSOXX OR > Z r) APPROVED EQUAL (TYP.) Q o r) O 0- A WATER FLOW z Q CD L Q Z w 0 Z 0- L WORK AREA AREA TO BE PROTECTED 0 c O G cn U) p 0 � c PLAN 0 W Q c 1. FILTER SOCK SHALL BE 12" DIAMETER MIN. z cu O 2. SOCKS TO BE FILLED WITH BIODEGRADABLE COMPOST MATERIAL. W 0 0) c SLOPE % U DIA 2 5 10 20 25 33 50 _0 12" 250* 225 125 65 50 40 25 pip E 3 12 IN . FILTER SOCK o o �61 NOT TO SCALE V= Dwg No: Size: D Sheet Rev: 00 CL C-600 B >% E 0 U 7 6 5 4 3 2 7 6 5 4 POST TOP 4' WIDE OPENING MIN. POST TOP U_ POST TIE WIRE 2" -9GA. MESH CHAIN LINK U O HINGE END OR CORNER POST O L LATCH POST 18" ❑,C, (TYP,) TOP SELVAGE KNUCKLED a EXPANSI❑N FINISH E a) SLEEVE TOP RAIL LINE POST TOP X Q c: L Q C) a) CD LO > L O STRETCHER Q C' BAR O TIE WIRE CV CHAIN LINK 2"-9GA. 12" ❑.C, (TYP,) 10' (TYP.) MESH MATCH FENCE HEIGHT MID RAIL U) d � 12" (TYP.) m a) N 10, ` LINE POST U cis E ALL JOINTS — Qm ARE WELDED PROVISION FOR -0 Q- CE TO MAKE A PAD LOCK TRUSS ROD WITH O O ca E RIGID FRAME TURNBUCKLE a) N 5 O Z co O O 3" CLEAR 6" CLEAR p d � a) CD r (U ROUND POST c HINGE (TYP.) c ~ cu >1L_ a� � \ � 4 TENSIONJ � / � � PILE DRIVEN Z., 5 ` 4' MIN. %�� � \ �° � �° \ L N ad WIRE a LINE P❑ST C 00 V O CIO (TYPJ - C C . ° 6.> MIN. \� ��/��� ° ° \ W J `o _0 m 4' MIN, ADJUST \ I� J >, TO FROST DEPTH / / / \ / / J d O O 12" MIN. DIA. (TYP.) \�,\����\ PER GE❑TECH / ° U 'O = L REPORT (TYP.) . H y a I NOTES1. INSTALL ALL FENCING COMPONENTS PER MANUFACTURES SPECIFICATIONS. 10' ❑,C, (TYP.) 10' ❑,C, (TYP,) \ L W N -0 2. ALL FENCING AND HARDWARE SHALL BE GALVANIZED, UNLESS OTHERWISE NOTED. a a 3. IF CONTRACTOR UTILIZES METAL HINGE POST THAN POSTS SHALL BE SET IN CONCRETE AS SHOWN ON DETAIL. CONCRETE FOR CORNER / Z H E 4. BRACING REQUIRED AT FOR ALL GATES. a POSTS a a �_ 5. BRACE RAILS AND/ OR TRUSS RODS ARE NOT SHOWN, MAY BE REQUIRED PER MANUFACTURES RECOMMENDATIONS , / Q " cn 6" MIN, a a \ �� a) C 8 CHAIN LINK SECURITY FENCE — PERSONNEL GATE ` ��_� W _ cc C-601 NOT TO SCALE \ \ NOTES Rev Issued For Date 12" MIN, DIA, CTYP,) 1, INSTALL ALL FENCING COMPONENTS PER D O MAINTAIN 4" - 6" GRASS /\ /\ /\ / MANI IFACTI IPFC QPFCTFTCATTf1NS A INTERNAL REVIEW 5/27/26 HEIGHT IN SWALE THROUGH LIMITED MOWING 6 CHAIN LINK SECURITY FENCE B TOWN COMMENTS 7/10/26 U) N CL STRIP EXISTING VEGETATION, SOIL & j\ �6O NOT TO SCALE vOi a) DEBRIS TO INITIALLY FORM SWALE. / / / cn L SEED SWALE WITH MIX OF 30 /��/�� 18" MIN. DEPT a) LBS/ CRE LBS/ACRE TALL L FESCUE AND 202 \// / // \�// _ �� �� �� _ "-T-II UNPAVED PAVED TOP OF BASIN TOP10' WIDTH OR AS SHOWN ON PLANS ELEVATION ON BASIN PER U LBS/ACRE RED TOP. I I // // // // III NOTES: II-1 = ELEVATION PER I I I=\�\\�\\�\\�\\�\\�\ �\ �\\�\\�\\�\\�\\�� - 3H:1V SIDE SLOPES GRADING PLAN / / / / / / / / / / I OR LESS STEEP 1. 18" MINIMUM WHEN LOCATED WITHIN FENCED AREA, II REPAVE AS GRADING PLAN a N NOTES: III—I //��//��//��//��//��//��//��//��/// I= 4" MIN TOPSOIL 24" IF CONDUIT IS NOT UTILIZED AND ELECTRICAL IIII SPECIFIED - FINE STONE FILLING E LINES ARE DIRECTLY PLACED. -II - - I I 1 NYSDOT ITEM 620.02 SOIL RESTORATION TO BE PERFORMED III=I I I _______=_=_—III— LAYER II ICI=III= I_ I x IN III=III- =III= I 2. OUTSIDE OF PERIMETER FENCE IN CROPLAND, III ORDINARY FILL I11 III OO 1 ELEVATION OF OO Z CHAPTER 5 VEGETATED PER II I I NON-COMPACTED, HAYLAND, AND IMPROVED PASTURE BURIED ELECTRIC COMPACTED O NATIVE, WELL CONDUCTORS MUST HAVE A MINIMUM TOTAL DEPTH IIIII AS SPEC. SEE NOTES O SPILLWAY PER O O STOMRWATER DESIGN MANUAL. DRAINED MATERIAL OF 48" OF COVER. Ell o OO GRADING PLANS O O WIDTH AS SHOWN ON PLANS OO O cc N 3. IN AREAS WHERE THE DEPTH OF SOIL OVER =IIIII IIII= O O O O� O O OO O� L L BEDROCK IS LESS THAN 48 THE ELECTRIC :III 6" 111= O 3� a) 2 VEGETATED SWALE CONDUIT MUST BE BURIED BELOW THE SURFACE OF -II I=1 O O THE BEDROCK IF FRIABLE/RIPPABLE, OR AS NEAR IIII III= O Q�O OOO O O N �00 O� �� o ' �6O NOT TO SCALE AS POSSIBLE TO THE SURFACE OF THE BED ROCK. -III COMPACTED SAND O �� �� c 4. IN UNIMPROVED GRAZING AREAS OR ON LAND 1=11 1=1 O o�O 000CD III III_ _� 6 a) 1. IF UNSTABLE SUBGRADE IS ( ) PERMANENTLY DEVOTED TO PASTURE THE MINIMUM O�OO OOO W 12" 18" OVER WEAK SUBGRADES GRAVEL SUBBASE COURSE 1=11 c� DEPTH OF COVER MUST BE 36". -III II- � z � r � � c ENCOUNTERED DURING (AFTER COMPACTION) TO CONFORM TO N.Y.S. D.O.T. ITEM I=11 6" I- ELECTRIC CONDUIT IL 733.04 TYPE 2 MINIMUM C.B.R. 20% FINE GRADE TO WITHIN 5. WHERE ELECTRICAL CONDUCTORS ARE BURIED III= - - - - I� (AS REQUIRED) o N Q CONSTRUCTION ENGINEER MUST BE DIRECTLY BELOW THE GENERATION FACILITY'S 1=III-III-III-III-III 11=III=III=I - - FILTER FABRIC GEOTEX 701 OR O P. NOTIFIED IMMEDIATELY. o 0 0 0 0 0 0 0 0 0 0 o t1/4" OF TRUE GRADE COMPACTED TO MINIMUM 95% MODIFIED o !' O a) NOTIFIEDROAD OR IMMEDIATELY ADJACENT (AT ROAD - - I—III_ APPROVED EQUAL U PROCTOR MAXIMUM DENSITY. REFER TO GEOTECHNICAL � b6, Q� � Q 2. SUBGRADE MUST BE o 0 0 0 0 o ENGINEERING REPORT. EDGE) TO THE ACCESS ROAD, THE MINIMUM DEPTH AS REQUIRED -I I I—I PROOF-ROLLED PRIOR TO OF COVER MUST BE 24". PLACEMENT OF CRUSHED STONE. o 0 0 0 0 0 0 o UNDISTURBED SUBGRADE �, u; ICENS� .c c c� OL a 3. PAVEMENT DESIGN IS FOR "LIGHTLY FILTER FABRIC SHALL BE MIRAFI HP-370 OR 9 EMERGENCY 0 VE R FLO W SPILLWAY ° E LOADED VEHICLES. ADDITIONAL APPROVED EQUAL AS RECOMMENDED IN 7 MV CABLE TRENCH GRAVEL MAY BE NEEDED FOR III—III I I I I III—III I I I I I I I I I I GEOTECHNICAL ENGINEERING REPORT �11 NOT TO SCALE C-601 NOT TO SCALE oa) CONSTRUCTION ACCESS. cu o 4. TEMPORARY CONSTRUCTION ROADS SUBGRADE TO BE COMPACTED TO MIN. 90% MODIFIED O SHALL HAVE A 24" THICKNESS. PAVEMENT SECTION PROCTOR MAX. DENSITY & PROOF ROLLED (MIN. 10 TON 1 c a) STATIC). ALL UNSTABLE AREAS SHALL BE EXCAVATED AND V - REPLACED WITH SUBBASE MATERIAL. FINE GRADE TO t1/2". .� cu a) 3 GRAVEL ACCESS DRIVE SECTION ofl o o 0 �6O NOT TO SCALE Q c ca 2" B O Z O a)ACTUAL OPENING 3" Z c E TOP OF BERM GATE POST U VEGETATED SWALE "A-2" — Z -0 -0 INFILTRATION BASIN PLAN VIEW a) -0 ELEVATIONS A 1 KEY FABRIC OVER Z ~ O /�\ # CONCRETE PAD STONE SUBBASE a OVERFLOW ELEVATION = "B-1" / / //�\ 1,082.00 A-1 FT AND SUBBASE, SEE PLANS BY ry LLl O L A-2 (FT) 1,084.50 OHERS 12" MIN. 12" EXTEND FABRIC TO GRADE o ------ - - - - - - - 1 FT FLOW ui c \/\ \ \ /\ O ''pU 0 off.-p•�'....v°',.,' L STORM EVENT o 0 0 0 0 0 o I O 1 YR (FT) 1,082.51 N I ' I O o 10 YR (FT) 1,083.34 I_ FOR EMBANKMENTS LESS THAN 7 FT, �/� FILTER FABRIC PER 0CHAIN LINK 2"-9GA. ' I H PROVISION FOR >, j\\j BASE ELEV= A-1 \ WELLLNGKMENT ADED FILL SOILMFREEIAOFTPARTIICL ST LARGER \%�� 100 YR (FT) 1,083.73 SPECIFICATIO STORMNDRAINAGGE UTILIIT E0S m MESH F D PADLOCK c THAN 4" AND FREE OF ORGANIC MATERIAL, H CRUSHED STONE PER = O COMPACTED IN 12 WA LIFTS TO 90% MODIFIED //� WASHED C US ED S 0 E PROCTOR. - SPECIFICATION w ATION SECTION 310000, a cQ EARTHWORK = o \ ALL JOINTS ARE WELDED a X A 4 INFILTRATION BASIN 8 GRAVEL DIAPHRAGM TO MAKE A RIGID FRAME a) o 3'-0" SIGN IDENTIFYING OWNER AND o O Q �01 NOT TO SCALE 2-601 NOT TO SCALE EMERGENCY CONTACT J Q N CD _ a� DEPTH AND WIDTH VARY, SEE SITE PLANS FOR DETAILS. NOTES: 3" CLEAR. Q o .� 10 O 2% SLOPE MAX, 8% SLOPE 1. HEAVY EQUIPMENT USAGE WITHIN ~ Z () PROPOSED IMPERVIOUS VEGETATED FILTER STRIP AREAS w O GRAVEL ROADWAY SHALL BE LIMITED TO WHAT IS 0 = cn NECESSARY TO III_ _ CONSTRUCTION NO ORDER TO 1 cMPLETEo CONSTRUCTION w U) p III—III—III III=III— III PREVENT UNNECESSARY COMPACTION. -III—I II= I I=III—III—III-III—III 2. DISTURBED AREAS WITHIN VEGETATED'—I �/i111 �111/`1` 11 II—III FILTER STRIP SHALL BE 4 1i �i111� 1 U O /i U III III—III DECOMPACTED AND RELOAMED. 3. THE TOP FOUR INCHES OF TOP SOIL — WITHIN DISTURBED AREAS OF THE GRAVEL DIAPHRAGM; SEE _I I_ — VEGETATED FILTER STRIP SHALL BE 1 I 1 �111!� -O II—III—III— = DETAIL 5/C-601 III— AMENDED WITH AT LEAST ONE INCH In -III=III=III —III— \ DEPTH OF COMPOST. m I -III— 12" MIN. DIA. (TYP.)I IIIIII—III_ NON-WOVEN GEOTEXTILE _ NOMINAL HEIGHT (H) ACTUAL (F) ACTUAL (D) OPENING (B) R -III—III=III I- FABRIC SUCH AS GE EQUAL I—III— o Q 451 OR APPROVED EQUAL „�—i II—III—III—III 1. ALL FENCING SHALL BE GALVANIZED. 10'-0" 8'-10" 8'-8 1/2" 10'-0" -IIIIIIIII—III- UNDISTURBED SURFACE 2. CONCRETE ENCASEMENT AT END AND GATE POSTS ONLY. III III—III— Dwg No: Size: D Sheet Rev: 0 V 10 CHAIN LINK SECURITY FENCE DOUBLE GATE 5 VEGETATED FILTER STRIP C-601 NOT TO SCALE C-601 B CL �6O NOT TO SCALE 0 U 7 6 5 4 3 2 7 6 5 4 tv a✓ U E M E G A P A C K 2 XL D ATA S H E E T TESLA.C©M/MECAPACK QM O L U O 0- 10 E N Grid transformation for the world's largest energy projects X Q • Best-in-class energy density and round-trip efficiency Q • Industry-leading power electronics and thermal system performance • Rapid and cost-effective deployment with factory-assembled and pre- o a) tested solution - - Product No � o Scaled and rigorously tested product safety and reliability �� 19cousti blok. Q N21 ��� � N • Comprehensive in-house reliability testing by the leading experts in the ����A:�I� • • O industry � o T_ N • Engineered for safety and performance at every level r " t " t " " ' " ' ' '� U) 'IT to • Continuous improvement based on large-scale operational experience e- pOp at :.f �.: Cn Designed with flexibility and configurability in mind ai X • Modular architecture that allows fora range of configurations across U) � E 'C multiple applications and industry-first Archetypes HIGH VOLTAGE - KEEP A�l�l►AY Product Name �, � � • Industry experts available to identify site-specific needs CU M AUTHORIZED PERSONNEL ONLY AcaustiFence� Noise Reducin Fences o. Sound Absorption(NRC) � a, x • Integrated solution that allows for battery augmentation overtime g E ) 11 a U) " I,— co 2 O NO TRESPASSING. THIS SITE I For Manufacturer Info: 96 - o � ' G POWER AND ENERGY MECHANICAL AND MOUNTING MONITORED, BY SURVEILLANCE. Contact: - Acoustiblok, Inc. z O Me a ack is configurable.Standard configurations are 2-Hour cell Ingress Ratings IP65/NEMA 3R (Main Enclosure) - aD to g p g g IP20(Thermal System) 6900 Interbay Boulevard I �• F- a option C010 or C011, 4-Hour cell option C010 or C011, and 4-Hour Tampa, FL 33616 U] cu N cell option C012. Megapack is also capable of non-standard, such as >, 8-Hour,configurations. Ratings are provided per Megapack. Enclosure Width: 8800 mm (346 1/2 in) Call - (813) 980-1400 2 03 -o Dimensions Depth: 1650 mm (65 in) 8 I a) Nominal energy is specified at 25 C(77 F). _ , Fax-(813) 549-2653 ur L \ N / 13 mm(/2 in) Height: 2785 mm (110 in) Z, 5 Email-AC Power Energy NC TE6: www.acoust blokacom tiblok.com q 4.- N iti Y Q C: Maximum Weight 38,100 kg (84,000 lb) s R s 13 G R$ 9$ e g s g g Q c E Fnewncr IRcI _II °' = >, 2-Hour C010/C011 1927 kW 3854 kWh o G 1. LOCATE ON MAIN GATE AND EVERY 200' OF FENCE LIFE. Z ° Operating Ambient -30 C to 50 C {-22 F to 122 F) Q Temperature Product Description Sound Absorption Test Results z c= a 4-Hour C010/C011 979 kW 3916 kWh Basic Use \ W 45 Benefits: z c CONTROLS AND COMMUNICATIONS AcoustiFence was originally developed by z ~ E :L • Effectively reduces exterior noise 4-Hour C012 1075 kW 4300 kWh Acoustiblok, Inc. for noise isolation on offshore oil -cc Protocols Modbus TCP/ DNP3 rigs, but has since proven successful in many other * Easy to install ( Z �- m •� ��\_ -a co demanding outdoor settings, such as construction Resistant to UV,dirt and water tL = -0 c ELECTRICAL Archetypes sites, commercial/industrial facilities, and • Resistant to corrosion, mold and mildew cu Advanced control functions and unique design requirements Rev Issued For Date In In IN THE EVENT OF AN EMERGENCY residential communities. _ Cc for Utility-Seale and Commercial and Industrial (C&I) projects; �- .�- .L Nominal AC Voltage 480 V AC 3-phase Utility Battery Only �`` ""� A INTERNAL REVIEW 5/27/26 �. B TOWN COMMENTS 7/10/26 fn N • Utility Co-Located Plant(battery Only) .�-� '� • Utility Hybrid PLEASE DIAL 911 AcoustiFence Noise Reducing Fences t, s - Q Nominal Frequency 50 or 60 Hz - C&I Battery Dispatch Only 1v • C&I Grid-Connected Only AcoustiFence is a unique, heavy-mineral filled, - Inverter Power 2-Hour Max- C010/C011: 2400 kVA By a • C&I Backup Second per Megapack' 4-Hour Max-C010/C011: 1320 kVA C&I Off-Grid Microgrid Followed �.+ �� T�- barium free, viscoelastic acoustical material that isco 4-Hour Max- C012: 1320 kVA C&I Grid-Connected Microgrid made in the U.S.A. Unlike fences or shrubs, this 7-239-00 1 material does extraordinarily well in blocking direct ' a U) REGULATORY sound, and a unique characteristic of the material c Round-Tri 2-Hour-C010/C011: 91.7 io ca Efficiency 4-Hour-C010/C011: 93.7% Your Location �$_ sets it apart from other sound barriers when (D -0 4-Hour--C012: 91.9% r�++�� dealing with very low frequencies. z °� System is designed to be compliant to grid codes and safety standards 39 Jerry Smith iRoad E � 'Scalable from 400 kVA minimum in Increments of 50 kVA of all major markets. \ L N 2 Full-depth cycle including all power conversion and thermal system losses,at L11sirliga New Ork `O` 25°C(77°F) System NRTL listed to UL 1973, UL 9540,UL 9540A, UL 1741 SB, IEC 62619, IEEE 1547 Q 0- Acoustiblok, Inc. 16900 Interbay Blvd.Tampa, FL 33616 1 (813)980-1400 Z� 1> WARRANTY Cells NRTL listed to UL 1642 I 11„ W a� 2 � O L �, �,PART NUMBER o Q Coverage All-inclusive,equipment and energy retention o O a) NOTES: Product Doto Sheet by oQ� _ Q Term 15 years standard,extendable to 20 years 1848844-XX-Y where X is a number between 0-9 and Y is a letter O U) �S IC S� a) c AcvU50 blokEN 1. WHITE LABEL WITH BLACK LETTERING LOCATED ON SITE ENTRANCE. quieting world � C Q O E T= 5 L F� MEGAPACK 2 XL DATASHEET- REV.2.0- November 13,2025.O Copyright Tesla,Inc,2025.All Rights Reserved. � co O a) } z ® rl-,\ TESLA Eo BATTERY STORAGE SPECIFICATION SHEET 2 SI TE SIGN AGE C �6O �61 Product Name C� - AcoustiFenceO Noise Reducing Fences E Physical Properties Q _ O � o � Barium free, 15 Flame Spread Index (Class A For Flame Spread) �— z . • Minimum STC 27 per ASTM E90-02 &ASTM E413-87 — C� (D a • Minimum TL 24 dBA @ 100Hz & 16dBA @ 40Hz z ai • 6' &8' Wide Acoustifence available. Can be custom configured multiple ways vJ z • Colors- Black&Green Q a; o _J a) L • High UV resistance NQ- Heat tolerance: 200°F for 7 days, less than 1%shrinkage with no deformation. �L.L W • Freezes at-40'F. Do not unroll or flex frozen material. Properties not affected by freeze/thaw cycles. 0 15+Year life expectancy UJ E —° • No fungal or algal growth and no visible disfigurement,per ASTM D3273 and ASTM D3274 (rating=10) 0 Tensile Strength-Black 1977 psi /Green 1714 psi o a) • Weight: 1 pound per square foot m o Material Specifications-Part#"Acoustifence 6x30 Industrial" l2 Acoustical STC 28/01TC 22 v_, E Rating >, c ai Size 6 ft. (1,83m)x 30 ft. (9. 14m)x 0.125 in .(3mm) 18D ft2(16.72m2) ci c ai Weight 185 lbs.(84Kg) ` Q co IgCOUSf1 Iblok. E o Black brass grommets every 6 in.(152mm)along Quieting the world -0 X >, Fastening top edge with four grommets spaced along the 0 Z bottom edge_Commonly installed horizontally. 6900 Interbay Blvd. > ,— Tampa, Florida USA 33616 (n 0. °, X Color Black 0- (DTelephone: (813)980-1400 J_ Q CD to (This is an industrial product and minor surface blemishes are a Q- ossibili www.Acoustiblok.com Q o sales@acoustiblok.com Q z a LU Information herein Is,to the best of our knowledge and belief,accurate. However,since conditions of handling and use are beyond our control,we make no Q 0 guarantee of results and assume no liatAlly for damages incurred by the use of this materiallproduct.All molerialrproducts may present unknown heatth hazards = and should be used with caution.Although certain hazards are described herein,we cannot guarantee that these are the only hazards are that exist, Final U) } determination of suitability of this materiallproduct is the sole responsibility of the user. No representations or warranties, either expressed or implied, 0 w U) C Q merchantability,fitness for a particular purpose or any nature are made hereunder vdth respect to the information contained herein or the materiallproduct to which Q .E the information refers.It is the responsibility of the user to comply with all applicable federal,stale and local laws and regulabons.Specifications subject to change Q- without notice. N L U) O V� U � Acoustiblok, Inc. 16900 Interbay Blvd.Tampa, FL 33616 1 (813)980-1400 cc m 3 ACOU STI FENCE SPECIFICATION SHEETS c-6o 0 0 w Dwg No: Size: D Sheet Rev: 0 V ELECTRICAL EQUIPMENT NOTE: C-602 B CL C 1. ADDITIONAL ELECTRICAL EQUIPMENT SPECIFICATIONS SHALL BE SUBMITTED TO THE TOWN ONCE JERRY SMITH, LLC SELECTS SPECIFIC EQUIPMENT. E O 0 7 6 5 4 3 2 1