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HomeMy WebLinkAbout01 2026-05-27 JERRY SMITH PLAN SET 7 6 5 4 3 2 °0 m U E OCIVIL RMIT LANS L U O Q ` O N H Q O a) a)cq CD r > _ Q CV cV C � O O � O r O U) O Z3 G Q) :3 COo) N C3 U) U- -0 Q M M _O E Z U) r 4— (STORAGE SYSTEM y) O G .> � � C 00 N N 500 0 N F � L OE3 LOCATED AT 073 -0 Y I a '- 7 JERRY SMITH ROAD WE: c i\ F � O) LANSING NY 14882 Rev Issued For Date W O cB APPLICANT/PROJECT OWNER A INTERNAL REVIEW 5/27/26 W Q JERRY SMITH, LLC U 101 SUMMER STREET, 2ND FLOOR MAY 2026 BOSTON, MA 02110 cn cn EE CIVIL ENGINEER Sheet List Table Z LOCATION MAP E 0 0) THE ENVIRONMENTAL DESIGN PARTNERSHIP, LLP Sheet Number cn Sheet Title L (NOT TO SCALE) ,��o 900 ROUTE 146 C-100 COVER SHEET �J� o CLIFTON PARK, NY 12065 l C-101 GENERAL NOTES C-200 EXISTING CONDITIONS (518) 371 -7621 0 0'� Q- C-201 REMOVALS PLAN o3� SURVEYOR w � - C-300 MATERIALS AND LAYOUT PLAN Q THE ENVIRONMENTAL DESIGN PARTNERSHIP LLP SITE _ ° X m C 301 TURNING MOVEMENT PLAN o 1, 900 ROUTE 146 o C-400 EROSION AND SEDIMENT CONTROL PLAN E o o O cn CLIFTON PARK, NY 12065 C-500 GRADING AND DRAINAGE PLAN (518) 371 -7621 t,, y C-501 ROAD PROFILE J U - 0- 0 BATTERY CONSULTANT _ L�^ T C-600 EROSION AND SEDIMENT CONTROL DETAILS - o o JERRY SMITH ROAD a, C-601 SITE DETAILS CC s.., r i l l 6 = � 'L N E XA M P, LLC uiliii iii i�iIl Dui IJ'111 I 5— ri G z 101 SUMMER STREET 2ND FLOOR U) COI ,I III (Ill f lfl f «� } Q � o BOSTON, MA 02110LU If I Ill (f f f III I II I II I II ii I L y I U o O ._. _. U s� O e U 9p O >+ Y Z - r . O L LJ _ B x LU a -� a Q N 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 A 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 1 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 m 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 ti 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 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 cn ALL EXCAVATION TO MEET OSHA AND NYS DOT SAFETY REGULATIONS AND 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 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 m 73 ARE FOUND TO BE NECESSARY, THEY WILL BE INITIATED WITHIN 24 HOURS DISTURBANCE SHALL BE STABILIZED WITH TEMPORARY SEEDING PER THE TRANSMISSION LINE X, -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 0� a� 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 C) Q PUBLIC HIGHWAYS. STORAGE CAPACITY/PREVENT SEDIMENT DISTURBANCE. PADS TO COMMENNCE. R.O.W RIGHT OF WAY �J 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 \Gj ALL TRAFFIC SIGNS, CONTROL DEVICES AND INFORMATIONAL ITEMS, IF DISTURBED BREAKS, TEARS, ETC. DAMAGED OR DISLODGED FILTER SOCKS SHALL BE MINIMIZE WIND EROSION AS NEEDED THROUGHOUT CONSTRUCTION. DURING CONSTRUCTION WITHIN CONTRACT LIMIT LINES, SHALL BE RELOCATED AS PER SF SQUARE FEET GO REPAIRED OR REPLACED IMMEDIATELY. APPROVAL OF MUNICIPALITY. 7. ELECTRICAL EQUIPMENT INSTALLATION TO COMMENCE. SS STREET SIGN En c n F. TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION Q 0 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 cn O� U GROWTH. STS STOP SIGN C 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 COPIES OF THE REPORT FORMS TO BE COMPLETED BY THE INSPECTOR ARE U CONDITION EQUAL TO OR BETTER THAN PRECONSTRUCTION CONDITIONS. ALL INCLUDED IN THIS SWPPP. UPON COMPLETION, COPIES OF THE REPORTS J o PAVEMENT AND RIGHT-OF-WAY RESTORATION WORK TO BE DONE TO THE SHALL BE SUBMITTED TO THE TOWN. � - SATISFACTION OF THE STATE, COUNTY OR LOCAL MUNICIPAL HIGHWAY DEPARTMENT. PLANTING NOTES: Q o J. THE JOB SITE SUPERINTENDENT WILL BE RESPONSIBLE FOR SELECTING AND 1. PLANTING CONTRACTOR SHALL VERIFY FINAL SELECTION OF PLANT MATERIALS = �' z c CONTRACTOR SHALL RESTORE ALL LAWNS, DRIVEWAYS, WALKS, WALLS, CURBS, �, E TRAINING THE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR THESE WITH THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. _ FENCES, ETC. TO A CONDITIONS AT LEAST AS GOOD AS THEY WERE BEFORE BEING INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT - DISTURBED. INSPECTION AND MAINTENANCE REPORTS. ALL PERSONNEL PERFORMING ~ z - INSPECTIONS MUST MEET THE REQUIREMENTS DESCRIBED IN PART IV, SECTION 2. ALL AREAS OF SITE WHICH ARE DISTURBED AND NOT LANDSCAPED, SHALL BE PLANTING BED PREPARATION NOTE: - a) BOX ALL TREES AND HOUSE ALL SHRUBS AND HEDGES BEFORE PLACING EARTH TOPSOILED, SEEDED, AND MULCHED (MULCH - STRAW, HYDROSEED MIX, OR U) z 0 C OF THE SPDES PERMIT FOR CONSTRUCTION ACTIVITY NO. GP-0-25-001. 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 } Q o 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 J a� L 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 W 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 TILLED TO A DEPTH 12". INCORPORATE 2" OF COMPOST INTO SOIL AND TOP -a MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND WHICH DO NOT REQUIRE GRADING. LL DRESS WITH 3" OF HARDWOOD MULCH. o can POSTS, MAILBOXES, ETC. SHALL BE PROTECTED, OR REMOVED AND REPLACED SEDIMENT CONTROLS THAT ARE USED ONSITE IN GOOD WORKING ORDER. w 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: cp REPLACED AT THE CONTRACTOR'S EXPENSE. REQUIRED BY, AND THE FILING OF THE INSPECTION FORMS. DOCUMENTATION FABRIC WEED CONTROL OR EQUAL. m OF THIS PERSONNEL TRAINING WILL BE KEPT ON SITE WITH THE SWPPP. ALL o 0 PERSONNEL PERFORMING INSPECTIONS MUST MEET THE REQUIREMENTS ALL AREAS WHICH ARE DISTURBED AND NOT LANDSCAPED, PAVED OR OTHERWISE - -0 IT MAY BE NECESSARY TO TIE OR HOLD BACK UTILITY POLES DURING 5 DESCRIBED IN PART IV, SECTION C OF THE SPDES PERMIT FOR . THE PLANTING PLAN IS FOR PLANTING PURPOSES ONLY. REFER TO SITE PLAN RESTORED SHALL RECEIVE A MINIMUM OF 4" OF TOPSOIL. ALL LANDSCAPE BEDS m o CONSTRUCTION. THIS SHOULD BE ACCOMPLISHED IN COOPERATION WITH UTILITY FOR DETAILED GRADING AND UTILITY INFORMATION. CONSTRUCTION ACTIVITY NO. GP-0-25-001 . SHALL RECEIVE A MINIMUM OF 12" OF TOPSOIL. o cQ TOP SOIL SHALL HAVE; � COMPANIES. a 6. GUARANTEE: v, L. DISTURBED AREAS AND MATERIAL STORAGE AREAS WILL BE INSPECTED FOR 2% -20% ORGANIC MATTER 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 - >, 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" 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 m REQUIREMENTS DURING CONSTRUCTION (PROPER SHORING, ETC.). 24 HOURS ANY NONCOMPLIANCE WITH THE SWPPP THAT WILL ENDANGER CONTRACT; SOIL RESTORATION: Q m PUBLIC HEALTH OR THE ENVIRONMENT. FOLLOW UP WITH A WRITTEN REPORT E o ALL SITE WORK SHALL BE SMOOTHLY AND EVENLY BLENDED INTO EXISTING WITHIN 5 DAYS OF THE NONCOMPLIANCE EVENT. 2. REMOVE AND REPLACE DURING THIS GUARANTEE PERIOD, PLANTS x 2!,AS PER CHAPTER 5 OF THE NEW YORK STATE STORMWATER MANAGEMENT DESIGN CONDITIONS. WHERE ACCESS OR WORK OUTSIDE OF PROPERTY BOUNDARY IS WHICH DIE OR ARE IN A BADLY IMPAIRED CONDITION; a) cn MANUAL, SOIL RESTORATION IS REQUIRED ON THIS SITE IN ALL NON-IMPERVIOUS a� Z an NECESSARY, THE PERMISSION OF ADJOINING PROPERTY OWNER MUST FIRST BE N. NECESSARY MEASURES SHALL BE TAKEN TO CONTAIN ANY FUEL OR AREAS ONCE FINAL SUBGRADE ELEVATION IS ACHIEVED. IN AREAS OF CUT OR FILL >oo o Q POLLUTION RUNOFF. NO RE-FUELING SHALL BE OCCUR WITHIN 100 FEET OF 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 >, OBTAINED. ANY WETLAND RESOURCE AREA AND 200 FEET FROM RIVERFRONT. LEAKING SPECIFIED; 0 It, (DEQUIPMENT OR SUPPLIES SHALL IMEEDIATELY BE REPAIRED OR EMOVED FROM HSG A & B SOILS, AND FULL SOIL RESTORATION PER "DEEP RIPPING AND J Q n.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 o c TOPSOILED AND SEEDED. 4. GUY AND MAINTAIN AS SPECIFIED HEREIN, AT NO ADDITIONAL COST. Q (n OF HEAVY CONSTRUCTION TRAFFIC (ESPECIALLY IN AREAS 5 TO 25 FEET FROM W Z n 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 ) W p _ """ FORMING. "GUARANTEE PERIOD SHALL NOT EXTEND THE GUARANTEE PERIOD OF RESTORATION MUST BE APPLIED: z = D CONTRACT WITH, OR OBLIGATION FOR, PERFORMING ANY OR ALL TOWN, COUNTY, OR O W STATE REQUIRED INSPECTIONS DURING THE COURSE OF CONSTRUCTION OR THESE PARTICULAR PLANTS; THOSE REPLACEMENTS MADE SIX MONTHS OR W Z U) 1. APPLY 3 INCHES OF COMPOST OVER SUBSOIL. Q PURSUANT TO OBTAINING CERTIFICATE OF OCCUPANCY. SUCH INSPECTION SERVICES, MORE AFTER THE BEGINNING OF THE "GUARANTEE PERIOD" SHALL BE (D Q 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 2. TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A a' o TIME OF REPLACEMENT. IN THE EVENT THAT THE CONSTRUCTION STAKEOUT AND INSPECTION OF THE WORK 1 . MINIMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A CAT-MOUNTED RIPPER, TRACTOR-MOUNTED DISC, OR TILLER, MIXING, AND SCHEMATIC MANNER BASED ON NY STATE GUIDELINES FOR EROSION AND CIRCULATING AIR AND COMPOST INTO SOIL. IS NOT PERFORMED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP (EDP), EDP WILL SEDIMENT CONTROL. IT WILL BE NECESSARY TO ADJUST THE ACTUAL LOCATION 1. APPLICABLE STANDARDS: "AMERICAN STANDARD FOR NURSERY STOCK ' BY NOT BE HELD RESPONSIBLE FOR ANY ERRORS, OMISSIONS, COSTS, EXPENSES OR AND QUANTITY OF EROSION CONTROL DEVICES DEPENDING UPON FIELD THE AMERICAN ASSOCIATION OF NURSERYMEN AND "STANDARDIZED PLANT 3. ROCK-PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF 4 INCHES AND LARGER 0 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 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 SIZE ARE CLEANED OFF THE SITE. ' CHECK AND CORRECT WERE THEY IN A POSITION TO CONTROL THE PROJECT NURSERY GROWN, NOT GATHERED IN THE FIELD. 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 3 w VERT.) WITHIN ALL CUT OR FILL AREAS, UNLESS OTHERWISE DESIGNATED ON PLANTING NOTE: 5. VEGETATE AS REQUIRED BY APPROVED PLAN. o o CLAIMS MADE AGAINST CONSULTANT FOR SURVEY STAKEOUT ERRORS WILL BE PLANS. HONORED ONLY IF CONSULTANT IS NOTIFIED FOR VERIFICATION OF THE ERROR PLANTS LISTED IN THE PLANTING SCHEDULE CAN BE SUBSTITUTED FOR SIMILAR Dwg No: Size: D Sheet Rev: 0 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 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. >% THE CLIENT SHALL REIMBURSE THE CONSULTANT FOR ADDITIONAL EXPENSES EXCEED 50%. PERMANENT SEED SHALL BE AS SPECIFIED ON THE PLANTING C- 1 01 A INCURRED FOR SUCH VERIFICATION. PLANS. CL 0 U 6 5 4 7 6 5 4 EXISTING CONDITIONS I U LEGEND o U O Q � /60o DENOTES EXISTING GRADE E cu x o r C Q DENOTES DELINEATED WETLAND AREAS ; I O NYSEG 45 > " DENOTES EXISTING TREELINE -- --�J�� LONSO1°1 _ � N _o'58"E 115537 Q S0037'02"E 545.84' �STONE WALL ' RUBBLE TH � U) , o OCOQ) m -0 , 1 cc -� ___---- ----------------- E I 1 �'/ ,- --------- U) u- -0 d L-—-—-—-—-—-—-—- ✓' �'/ ---------- E a) co -- �' ---- --------------------- E N IM O � > G —O p 1 / x x x X X X X X x X— o � � a) N WET AREA , Q' 1 O x L N v... N2 aj C: w o -0 m 1 x J � z 0 0 C co LLJ a) 1 ` ' w I —-� �-' `� xcc 1 I x — — -- --- � 0) m /- WET AREA o \♦ II I I Rev Issued For Date N Cc ro i � x A INTERNAL REVIEW 5/27/26 cu STS I , , � I I fn & SS 'I I / I 1 "Q In 1 I I I x fn N TPED 1 i ' I �� � I x I I I ♦� /'/ I I -p c� I O I 'I I ' ♦` � /' 0�� I I 5A I x cv N DA TES ! 1 �\ /" _-- II N ROAD I ' v `\ - - - - -- �' II I x a U) E c l l 1 I NYS 44-S (GUY POLE W/ GUY) ♦\ I )HUL I ' ♦ Z Q) p O cn NYSEG 44 II ' \♦ \ j �1Q� If \ L 1 ♦ /-�° - \ x 0 — CM I \� a) .L � � I 080� 1Q G � a� i o O a`) Q cu I 1 / 78" HDPE I 1p8 I I, I LLI •� A` ; ; x o E '.I ♦�-�_ 7079 - �1D83_ � X ' 18" HDPE \. A< ' ------ - -- op x p Z I _I IN = 7078.4 \ F STANDI , / :.: j --- a_\ I � O ® -���0�0\� 1 II �' �� 7p� x E 0 ' --701 _�- .' i/ x U STANDING - ` 1 WATER /-7085 cu a) , x EOW ' � / 2 N O I D83--- - L / � Q c � /G Ioa9 _ I x i T o I - -- / °0 y O } O N x U) L I ` z/� p - -- x _ O �\ ,/- i Vl V/ /' Z O I �� / x 0 I - / / / 'ems x o 0 I I_LI Foy /' /' o8z E I W /' / / ,08 / I `' S x I I I � o I U I I -7081 \ / /' O 1 0 a) c NYSEG 43 I II - p /� / / / +�X X XXXXXX X XXXXX X X X� I i RUBBLE ° 1052 / / N i AREA I / \ ci co E O -/ —1084 - /' / / + cu I BUILDING . \ �+ X N D __ --- _ - Z - ED RUBBLE DRIVE r � '^ Q' V z �' � -- -------------------------- ___------ \+ w w O z O z Im No 1— o �. --- ------- ULLj = (n p In U < E O Q I i 1087 cu 0 O � a, I NYSEG 7a� T� c_ 1 1088 I o I / I I 1069 i I / cn Il otiG I CHAIN LINK GATE N m I `�- -- o ---- 0 C /--- ------- --- ------------------ / GRAPHIC SCALE o o m / Dwg No: Size: D Sheet Rev: p V Qm CE I / / 50 40 30 20 10 0 25 50 100 200 I (IN FEET) 1 INCH = 50 FT. CCL 6 O U 6 5 4 3 2 7 6 5 4 REMOVALS NOTES: SITE REMOVAL AREAS �- U 1. RETURN ALL DISTURBED AREAS TO THEIR EXISTING COVER TYPES UPON CONSTRUCTION COMPLETION UNLESS OTHERWISE SPECIFIED. BRUSH & TREE CLEARING -- -- -- p 2. INSTALL EROSION CONTROL MEASURES PRIOR TO ALL REMOVAL ACTIVITIES. �-� STONE WALL RUBBLE U O AND GRUBBING f0.301 AC __ I TH E 3. MAINTAIN EMERGENCY ACCESS TO SITE AT ALL TIMES. U RUBBLE ROAD REMOVAL t0.139 AC REMOVALS LEGEND: i" /' ___-----------__=-__ ----------- C) (D DENOTES BRUSH AND/OR TREE CLEARING AND GRUBBING AREA /- L----------------' /- _-_---------------------- O LO >' / �- /-� -- --------- LO C i � O DENOTES RUBBLE ROAD REMOVAL / /'/- / i p N CE U) —m 00 O DENOTES DELINEATED WETLAND AREAS I / / I � a) cn p U I xxxx x xxx xx— E L a) X E WET AREA (A J li "O Q x (D O c: E I I I I E a) co I 5 cu Z 1 � 1 I I I (!1 co O p I � i I x � a) N % cu 5 N C N Y Q a) Lu J o -O m I ♦ li I x I m J "- :+ �_ Z o WET AREA ♦ 1 1 Q U 'O L I ILL (D S TS I , I I Z` -p & SS c I /' / a) W u +' O I , I TPED �---------� Q m .L Cc DATES TREE CLEARING AND STUMP °� I I oar I __Lu -0 E ♦� GRUBBING AREA ±13,100 SF TOTAL I U) ROAD �i I i .E .� I U) °�"� I I x Rev Issued For Date W , a) fti3 r I 1 ♦\ \ / / 11 A INTERNAL REVIEW 5/27/26 NYS 44-S ♦ / I I I x 1 , o (GUY POLE W/ GUY) \ ` _ ♦ i i In a) HUL I ' % �"-� / I I Q O \ x x NYSEG 44 i % / / G�� II I U a) co a) 1 � `` U) TPED I / R \ Q a) I ' / 1 x X � I a) i' U) a� 18" HDPE I 1052 / x O� cc Q) 7079 / // 1083 0 I I L ' tm 18'" HDPE \ x Q I _I lNV = 1078.4 \ \ q<E STANDI ' / G84 I \� WATER cu, �7o8 ci 51) 1 STANDING I O `O Q I 1 x U WATER , / j---____�7985 I � _ a) 0 —9082— k C E 1 o ♦\ 7 EOW S E E I oa3 O E 1089 I x 2 U (>3 i ��- __ Z 7084 \ \�_ u c REMOVE AND DISPOSE OF \ \ J o + x O a) EXISTING TREE OFFSITE IN \ 1{ AN APPROVED MANNER O REMOVE EXISTING RUBBLE ROAD x •, U — i AND DISPOSE MATERIAL OFFSITE II Q E t6 / oe IN AN APPROVED MANOR T O E N, } O AREA f6,050 SF TOTAL I x + 0 a)z O E ) U) (n z 1.- p IMIT OFDISTURBANCE \ /L S \ \ ( / _ / x Q U) O N YSEG 43 I I ��' ` O — �x--4--x—x �c- x—T x x x x x x x x x x Q ry I i RUBBLE 1082 I.I.I + E AREA � tiL \ O 1083 / / ,� (A I \ / \ 1084 I I BUILDING I 1 — �7085 U / / a-) � (n � \ RUBBLE DRIVE _ __—-- — — — — + 1n E ---_4 ---------------------_ — __— — — / + O H /+ --- -------- / Q co ----- -- /-� BLDG / i p cu � I � � \ +� 'D (1) U) 1087 \ \ }/ O Z 0) Q oQ I I N-YS£G-7S-2=-,------ Q< > —,7o8a— A- Q Q-� -- % z Q I Ogg CHAIN LINK GATE J -- -- - ---------- -- } \ _ fA --- ------__- ------ O Q E cu p 0 O I E I EXISTING SOLAR FIELD m I I I HOUSE GRAPHIC SCALE ~ ' � E A I c 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 1 N YSEG 42 C-201 A CL I F-) 1 /-` l -F /-lam IA A A F i E U 6 5 4 3 2 7 6 5 4 GRAPHIC SCALE } SITE STATISTICS 30 25 20 15 10 5 0 15 30 120 U i (IN FEET) — —_-- / EXISTING ZONING AG (AGRICULTURAL) 1 INCH = 30 FT. / / X O UTILITY NOTE: / - — TOTAL PARCEL AREAS 56.87f ACRES a) III /' H 1. PROPOSED UTILITY AND CUSTOMER POLE LOCATIONS ARE SUBJECT TO UTILITY /' / a) APPROVAL AND MAY CHANGE. CONTRACTOR SHALL VERIFY FINAL POLE LOCATIONS 30' SIDE SETBACK - - - - - - - - - - - - O O WITH THE OWNER PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION. r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ;/ / MAX ALLOWED HEIGHT 35 FT L L-----------------i' CD L o LAYOUT AND MATERIALS I IMPERVIOUS AREA 0.60f AC � N 21 0 PLAN LEGEND / REQUIRED TOWN SETBACKS a: cn =3 / FRONT YARD 60 FT 0 DENOTES EXISTING GRADE I SIDE YARD 30 FT 0) % :3 REAR YARD 40 FT c E ._ 0 ci DENOTES TEMPORARY GRAVEL ACCESS ROAD II I O O PROPOSED SETBACKS E cu a) co ' FRONT YARD 535 FT 5 -c °' DENOTES IMPERVIOUS GRAVEL ACCESS ROAD I 0 " Z SIDE YARD 322 FT � O �o� DENOTES FIXED KNOT FARM FENCE I ,/'/-� REAR YARD >40 FTI:D 2 O � > I / — c DENOTES MEDIUM VOLTAGE TRENCH (SEE I -�-// ACCESS ROAD LENGTH ±620 FT 0 a) In Mv- ELECTRICAL PLANS FOR DETAILS) I �, L_ N SCHOOL DISTRICT LANSING CENTRAL SCHOOL DISTRICT a 0 O FIRE DISTRICT LANSING FIRE DEPARTMENT N Y Q a) AGRICULTURAL DISTRICT TOMPKINS COUNTY DISTRICT 1 Q a CD I L srs I I � Z y a >, & ss /' PROPOSED TREE CLEARING f0.30 AC "' LU ' TPED I /' - -�_ 00 Z Z U E C I I � ------ --- O -- /- m L <1 /- ��� PROPOSED FENCED AREA f0.22 AC Q cn � o PROPOSED LIMITS OF DISTURBANCE f1 .67 AC \\�� u, cc I / -0 c Rev Issued For Date U U I i \ a) tv A INTERNAL REVIEW 5/27/26 cu 70 fn BIOREfENTION AREA fl x a � a) ' ZI CCTV CAMERA I x - c U) TPED I , GROUNDING TRANSFORM PAD / i k' � /, �' I � 50' X 50' CRANE ZONE Q'� Boa X I II TEMPORARY GRAVEL FOR 12' X 15' ST GIN AG PAD e I x O a) DELIVERY TRUCK TURNING RADIUS I I In I -\ 62 R-60' N o 0 0 0 0 • o I x \ L O 20' ACCESS GATE PROPOSED EDGE OF WOODS 0 / o 0 0 0 0 0 o I \o\ a) �' R I I I ,o,G 083 Al' 0 O O x PAD MOUNTED PRIMARY CUSTOMER METER \\� a) \�o o\ 4' PERSONNEL GATE (B i I x � G C � co LOCK BOX & EXTERNAL FIRE CONTROL / z a) L Q PANEL LOCATED AT SITE ENTRANCE x j !,0 Q cu ( 20' ACCESS GATE + �' / I x ouj c_R c I 1oa J ` ACOUSTICALLY TREATED FENCE / _ -' /'� m_ a p i ro DAS PAD O 177 11 D '2 U) 0 0 \ 708 a) I / ,-' �, " ® x 10' FIXED KNOT FARM FENCING UTILITY DISCONNECT & UTILITY / I V -\ ,/ 54' x QQ \ / �+ + POINT OF INTERCONNECTION (POI)- -�- / / CIRCUIT ID: 3105302 _ /' o N IX VOLTAGE: 34.5 k UNDERGROUND MV CABLE R=100V I 0 I UTILITY RECLOSER POLE (U1) \ ' / / MV My oo' = z /' // / •� R-15' / - - \ J 4' PERSONNEL GATE z -0 7C) L/J x X X X X X X X X X_ N tp / + LL LLI a) L I oR2 i'� LIMIT OF DISTURBANCE ENERGY STORAGE SYSTEM CUSTOMER POLE FOR UTILITY METER & PCC (Cl) - i + TRANSFORMER PAD p ( ) \ p / AREA = t1.19 ACRES a) 0 U) W O MV �►�V � / M EXISTING SOLAR LEASE AREA vOi i I I 1084-- R=100, 2 cn DRIVE — - — — _-- --- (A W RUBBLE 'a >' a) _ : CUSTOMER DISCONNECT POLE (C2) - 24/7 UTILITY ACCESSIBLE, LOCKABLE - _ -__-- R 100' --- ----------------�--loss ` / / +/ + E O cu II I 10B7 \ \\ / + Q O 4- a) I lose i 7 7 L O � L L Q a) I' I Ln CUSTOMER RISER AND RECLOSER POLE (C3) CUSTOMER RISER AND RECLOSER POLE C3 / } Q �, I I I ( ) � o I I 0, -- J z Q a _r-------- O U) } � -- - ---------� -------- W Q E o -------- I \ / a N 0 \ I Jcu I / j I •� I I } C _0 m � c c o � m Dwg No: Size: D Sheet Rev: 0 II I I C-300 A CL I I i 0 U 7 6 5 4 3 2 � 7 6 5 4 GRAPHIC SCALE B47 PL WET CONT U 30 25 20 15 10 5 0 15 30 120 —— —— _�' Q U O (IN FEET) B48 PL WET CONT— / I I QC �— z B42 B41 E U �a� I I X 0 1 INCH = 30 FT. / ,�-___-� / � � UTILITY NOTE: / / / — Q 1, PROPOSED UTILITY AND CUSTOMER POLE LOCATIONS ARE SUBJECT TO UTILITY _ _ _ _ _I_ _ _ _ _ — — — — — — — — — — — — — — — — APPROVAL AND MAY CHANGE. CONTRACTOR SHALL VERIFY FINAL POLE LOCATIONS .'/ — — — — — — — — — — — — — — — — — ---------------- _ O O WITH THE OWNER PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION. 30' SIDE SETBACK .�4y- — — — — — — — — — — — — — — — — — — — — — — /— -�•C7 �B40 ---------- _ --_— _ L I I, lilll r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - pB46 645 B� i LAYOUT AND MATERIALS I 839 -------------------------_____ Q PLAN LEGEND j �' N 838 / �O N � 1n ,0 /./ O p I Q) DENOTES EXISTING GRADE I eso i / /' m -0 B37 B 6 /' I X X X X X X X X X X— a) X U p N p U b----- ; d E ._ DENOTES TEMPORARY GRAVEL ACCESS ROAD o B35 0 CU co E O X B34 I i x E � Z DENOTES IMPERVIOUS GRAVEL ACCESS ROAD I I I U) " � 855 I _ co 0) O �e51 / I N x O C °' DENOTES FIXED KNOT FARM FENCE I es�-�� o I .- cB Y ,per I I « co B57/" DENOTES MEDIUM VOLTAGE TRENCH (SEE I Bss—_ / i I I (D C Mv— ELECTRICAL PLANS FOR DETAILS) I �, ` x i cu Q I / B52 / a) (Y B33 ,\O854 0 I I I I I 659 `� B5,3 I I CIO o N p W J o �_ (p6 II 10 /' II I x - � J 4: �+ 'A15 I B61 p \ I I J Z O J, I B31 UCo 'O I/ ' , I I I I x z . S TS I I / ' y a I' I LJJ W C N I I I I �' & SS I B28 �B30 I I I x j �,. � W B26 827 I, I TPED 62 i ---------- 9/" i Q :m -0 •C m /' cr— T � + I Q 5 I I� B2_5/" (� 1 2.7 I it -- ----- �- �� F a) ,C \ Z 13 W rn N 0C gB24 I I — — -- --- C \ I I �� I x Rev Issued For Date U) U O f>3 A INTERNAL REVIEW 5/27/26 (� % 22 i I I x ❑ V B23 o I O I \` / 10P.� I I I x U N B21 \ "O I I % 864 oI B20�- \ I N TPED I I (0 �, I \ O_ N ' I x C /j ' / I 105 / 1 I I 80 I x Z a) A8 165 0 0 0 0 I O O \ D 0 0 d 0 0 I x \ L O A B66 'B19 0 0 0 0 0 I I �\o\ N I I I A4 CC�i/1 T pp x JG .o � 1G79 / 1083 �i 0 0 0 ,0 0 0 I I �2 L 'A 2 ` \ \ z — f T08R 0 0 0 D 0 0 I x 5 N co C 818 I Obh , B 17 �� U O — 3 C� /---_—___7085 k � �� Q II K\ , ./' ,� x O C C I M W cB ,' a a I I' I o E — \ ets -- � X I 1 I \ 7 O JOB X Co C 15 cu O ■ 0- 0 �. \ I 7 814 �' /' 08 O�/ } OU C B8 /� / / / / ' �08> I x Od Z C a) a9 /' / /' MV MV 812 01 CD -0 \ / _ X —X X X—T X X X X X X X X X X— Q I i I i O82 /' � L ' + 0 O MV HMV N I N_ OC RUBBLE DRIVE _ - 1 — ----------- _____---- /+ I— --- ---------------- --toes- / ' / +/ ~ o X A / z a) U) o8/ / + > ? ED 0- U osa- W o X W53 Q CD .T) / p � o I I Dg9 Z Z Q Q j o / + J = 1-- -- -----------r-------- / c.� A- � ' --- --- _ --------- ---------1 .� /-------- I � M x68.5'Horiz Z Q M 10"Vert Z _N O (B / ) Overall Length 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 Outer Limits of Vehicle Body Dwg No: Size: D Sheet Rev: 0 I C I / V I 1 I CE a) 1 I / Vehicle Body C-301 A CL I I / 0 U 7 6 5 4 3 2 7 6 5 4 3 2 I � EROSION AND SEDIMENT CONTROL NOTES: U 1. ALL AREAS TO BE REVEGETATED SHALL HAVE A MINIMUM OF FOUR INCHES OF TOPSOIL. - _ - 2. AREAS USED FOR TEMPORARY LAYDOWN DURING CONSTRUCTION SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITIONS INCLUDING, BUT NOT __ __ __ _- _ -- EROSION A N D SEDIMENT o LIMITS TO, DECOMPACTION. REGRADING, LOAMING, AND SEEDING. IN NO CASE SHALL PARKING AREAS, LAYDOWN AREAS, CONSTRUCTION TRAILERS. _ _ / STONE WALL CONTROL PLAN LEGEND 0- 10 AND PORTABLE TOILETS BE LOCATED WITHIN A WETLAND RESOUCE AREA AND/OR ANY BUFFER ZONES. /n N p p 3. WETLANDS NEAR THE SOLAR ARRAY SHALL BE PROTECTED WITH FILTREXX SILTSOXX OR SILT FENCE. EROSION AND SEDIMENT CONTROL FEATURES / /- / � 1 x p p cu 0- SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF SOIL DISTURBING ACTIVITIES. /' / / DENOTES EXISTING GRADE C H Q u u 4. AREAS DESIGNATED FOR CUTTING SHALL BE CUT, ONLY. NO GRUBBING OR STRIPPING OF TOPSOIL IS NECESSARY, EXCEPT FOR THOSE AREAS ,/ / - - - - -� - - -6 U V - - SHOWN ON THE SITE PLANS. - - - - - - - - - - - - 30' SIDE SETBACK - - - - - - - - - - - - - - - - - - -/- - - - - - - - - - - - - - - - - - - - - - / - - - - - - - - - - - - - - -_�- 1 _ V_ }, DENOTES TEMPORARY GRAVEL ACCESS ROAD N O 5. PERMANENT STABILIZATION SHALL BE ESTABLISHED AS SOON AS FEASIBLE GIVEN THE GROWING SEASON. �- L-—-—-—-—-—-—-—-—- /- o LO ` DENOTES STABILIZED CONSTRUCTION :2N O GRAPHIC SCALE I / /' ® ENTRANCE O N I �- _ 'IT W 01.......... o ^ :3' / CO DENOTES EROSION CONTROL BLANKET m � 30 25 20 15 10 5 0 15 30 120 I I / I. (IN FEET) I I a) c U I ' � / E 1 INCH = 30 FT. L- cc •- —_WET AREA DENOTES IMPERVIOUS GRAVEL ACCESS ROAD V) u_ "a Q- I I I I (D O ;_a) X co DENOTES FIXED KNOT FARM FENCE cu Z cn M �, .0 I a) DENOTES MEDIUM VOLTAGE TRENCH (SEE O � c N wv ELECTRICAL PLANS FOR DETAILS `- DENOTES PROPOSED CONTOUR c I I I / F- a) I co CL DENOTES PROPOSED SILT >, W FENCE/SOCK -0 N QuoE W Y m J o a .0 m I , I I X \ D J 4- WET AREA _j Z 0 Ts Lu BcSss II I x �,. LU �_ O fD� TPED —-—-—-— /" I O m .L I x - W (L T 1c 2.7� i I I �' Mt.- F N 5 Z 134 4 'I p x \� LL.1 rn cc N c O I i Rev Issued For Date cn (n •LN to A INTERNAL REVIEW 5/27/26 cu 2` i (Yj I I I x 70 fn i X c cn I I x -0�I II I o0000 co of TPED �- II I ( �, �" - \ I CL N I x E -__1 O 801 —III—I I I CONCRETE WASHOUT ) o 0 o x Z O I_I I I N 18" HDPE , Og I �`►i u INV = 1078.4 0 0 0 0 0 0 IIG79 / 083 0 0 0 0 o J C) =1 I 13: HDPE / q o 0 0 0,1 0 0 i r INV 1078.4 <F STA WA DI I I I .. � + Cj STABILIZED CONSTRUCTION ENTRANCE (TYP.) III w c !'O a) Q x W U `C I m —"��_ STANDING 1085 - - \ i WA TER k 03i /' / k C C �. � I xm W " I / SOIL STOCKPILE EO 2 a O �� x = U c0 0 N `. � •� �•+- �- �y \ SILT FENCE OR SILT SOCK (TYP.) �' —I I .- _ C� x Z ® o oal \ `� .�`. +� . �_ E v S / I- . . o .� En 171 EROSION CONTROL �� x U cu Q c to BLANKET _� I L-f� , . yes 1086 = Q } __ IT�1 8 x � z � E I—III MV �—10A i— rrnn .5 V U z -0 70 co O . . . . ,� _�_ / �+/ -x -x- -n x x x x x. x I xxxx I i I RUBBLE n '1 ,'//-II=IIIry AREA O 10,14 I I I EROSION CONTROL III -;oa5 --- / V O I I BUILDING BLANKET _— - °� + 0 a) OL In \ \ \---_---_ RUBBLE DRIVE - — 1 --__----------- ___-------- /+ CU I- ci co BLDG E O N (1) 1n 1 0B 7 \ \ +, j Z a) / p Q 088 Q o Q I i / W J W U) 0- 0 I I I v, Q'C I I ogg / Q J z a / I CHAIN LINK GATE 1 I \\ - -- -- ---------- --------- --- / } 0 •fA — r / Q � }. 1 --- --- --------- -------- / / z z Q Q --- o ----- \ \ I / p p cu o N L I / U w mEn HOUSE c R A ► / o o CE a) GARAGE / ,a I Dwg No: Size: D Sheet Rev: 0 C-400 A CL o U 5 4 3 2 � 7 6 5 4 3 2 GRAPHIC SCALE U — - __ __ - _- DRAINAGE AND GRADING 0 0 30 25 20 15 10 5 0 15 30 120 — —- 77 (IN FEET) STONE WALL-- -----� � PLAN LEGEND � 10 1 INCH = 30 FT. /' cn c O Q a i DENOTES EXISTING GRADE O � I ' 30' SIDE SETBACK � �- /, o 0 0 0 N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - } — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �- 0 0 0 0 0 L L_—_— —-—- /' a°oo°oQ°oo°oo DENOTES RIP RAP FILL CV LO O Q LN >, cal o DENOTES TEMPORARY GRAVEL ACCESS ROAD c ' d- cn DENOTES IMPERVIOUS GRAVEL ACCESS ROAD U cc E WET AREA i - - �5 IL -O Q I I o j DENOTES VEGETATED FILTER STRIP O O � co E °' N "+O Z I � I DENOTES FIXED KNOT FARM FENCEcu co 0 0 I I IT cn DENOTES MEDIUM VOLTAGE TRENCH (SEE ti � my ELECTRICAL PLANS FOR DETAILS) I CID cn DENOTES PROPOSED CONTOUR a) N I CL cu, W L I N aj x W0 Y N 7 J o a _0 m I , I I x Q J = I I WET AREA i , - Q U 'O o I L STS .O c>3 ' Lzu o ) & ss i I I /� II I' I x \ LU c O TPED �---------- /- O m .L �� /- - r I I I x - - �_ Q ::" 3 I I I I\ ' cn �c T 1CI$2.7A I 'I \C\ �^ N .E- 134 4 'I q x \\� LLB rn'� N I ! I I oa I — — -- --- c O Rev Issued For Date � � D tc A INTERNAL REVIEW 5/27/26 cu x In WI EMERGENCY RIP—RAP OVERFLOW / �� Ij I x c 1p c>3 cn O�� / o000o c> N 1084 1083------ U CRANE PAD TO BE TEMPORARILY In TPED (0I �, I, `\ GRADED TO A MAXIMUM 2% DURING Q N �^ CONSTRUCTION AND REVISED TO FINAL I / I p / I GRADES FOLLOWING CRANE UTILIZATION X E N � / --- Z N I I FES W/ RIP—RAP � 1 1084 o o I x 12 INV=1080.00 I �� O N x L L 18' HDPE , 0� / c INV = 1078.4 0 0 0 0 0 0LD Qm CE a) a75 x v Q 0) NV 1078.4. .\ \ q�F STANDI — �K OaR a — \O�Q\ WATER ' i / / �.� C cu C I 1081 y j � \ PROPOSED GRAVEL ROAD TO BE II - W -�082 . yW 'Qi• W 1 _�- II x �j ��`C Q- ELENDED EXISTING ST NG GRADE OF ROADWAY HLY TO TIE TO STANDING -- ---,oss ui c_ c _ Q \` i WATER x m LLI (II Eo 2 a O OD o� .W W W +W W�W`W W W W y .'. .�. �\ FES W/ RIP—RAP / VEGETATED SWALE - — 1086 x u `� 12" INV=1080.40 � N ! O o o I � fn '' I CONCRETE EQUIPMENT PADS WITHIN FENCE AREA TO HAVE � N _ylv W \ a 4" REVEAL THEN 5' SURROUNDING PADS TO BE GRADED U p ' oI �08g - - W - •\ \ �' / 1�g5-- AT A MAXIMUM OF 2% SLOPE AWAY FROM FOUNDATIONS cu . 1085 0 'Oes 1086 x O } O N MV M MV MVZ� x70 N O FES W/ RIP—RAP r`n 12" INV=1081.25 \ \ \ 7p8? 00 0 1081 1082 1083 \ v �/ / ,'� /- 1og� — —o ,�8 / x U) � z I x Q % O / +/ XXXX X X XXXXLu n/ ry LL ' I i I RUBBLE AREA �8d J 7 1083 .4.W. W .`. .W.,�6. 085 ��✓ /' / / + O vOj .� _ i \ \ op I I BUILDING I I _ — - _0B5^ -�� / _ U I \ - — / OL FES W/ RIP—RAP _ —_-- _ _ ___-- + 0- \ �12" INV=1080.75 — — _ __ — — — _ / / 0 E �__— RUBBLE DRIVE + W cu II 1 --------II-------- —__ ----__— / +/ V F- BLDG / / +/ co EO Q 2 II I cu 10B7 \ \\ +/ Z O Z a) a >, W o88 Q o x A- Z Q Q I " Q o � W z ogg CHAIN LINK GATE I \\ - -- -- ----------- --------- --- / } a = .fA r / Q Z Q I1 --- --- --------- ---------- E -------- / (D O/ 0 o Q 0) I m HOUSE c R A ► o o GARAGE / ,a Dwg No: Size: D Sheet Rev: 00 C-500 A CL I i i o U 5 4 3 2 � 7 6 5 4 3 2 °0 a� DRAINAGE AND GRADING PLAN LEGEND o Qm U i / O I � 10 �p o� DENOTES EXISTING GRADE X O / I Qx O / 1084 I °°°O°O°°° � � Q 00000 I c'u'o'c'c DENOTES RIP RAP FILL N / 1083------ ` x °°O°O°°°° � O� 04 > O �1 / I I x DENOTES TEMPORARY GRAVEL ACCESS ROAD O �_ I � � � Q � A i 1 ---- N 1083 - x O 1084 0 I DENOTES IMPERVIOUS GRAVEL ACCESS ROAD O a) 'IT cn I I 18' HDPE /1pg2._/ / 0 0 0 0 I x .•••. m \I S�q<� Nv = 10�8.4 = / o 0 0 0 0 0 I x ._._. DENOTES VEGETATED FILTER STRIP " X cn V 1 ca 1079 i 1083 o o o I fn IL -a Q I T _ '` x DENOTES FIXED KNOT FARM FENCE (D O� � co PO '. \ q�F STANDI _ — e� 'Oa4 0 0 0 0 0 7 I -� ) — NI( 1o7$�081 y y \I O"g WATER / '� x x i CE DENOTES MEDIUM VOLTAGE TRENCH (SEE CD (q � � ,� W y .W,W.1082 .i� . 1 ,�o� I -- "" ELECTRICAL PLANS FOR DETAILS) O N co i I STANDING i 1085 / 0 cn O % WATER �_ M I x m r cQ '.> a' W W _ x o � DENOTES PROPOSED CONTOUR co I L EO '� / T U _ O / ® t I x Q co J o aLLI c6 ® \ \ .W•W.W W. W. .. i c 1 }� Lu c m LU x +_ \ \ \ • ,O. • • • e� / / / Y 1 VVJ 8 - Z II.— N E y--. MV MV MVO 08� 'O O s 1083 'L x Q 5 ccnn — —+ 1Q8 �J x 1.1.E rn N o — — -- --- C ` O / / x Rev Issued For Date U) � X XXXXXXXX X� � f0 \ N / — + L — � A INTERNAL REVIEW 5/27/26 II i I RUBBLE AREA \ V3 W Q$6 �� a)1 85 1y/ / �' / og� / + x \ , MY ' O I BUILDING I I - — U 5 DRIVE --- RUBBLE x -,- ------- _------- i _ ------ ----- /-' BLDG / / / / 4/ �o D \ I 7087 \ \ il +/ N cu MAINTENANCE ACCESS ROAD PLAN VIEW o o�� Q- U O�� - Q SCALE: 1" = 30' (STA 0+00 TO 6+ 18.42) cu ui •� — a � a o E U (o PVI STA = 0+40.00 O Z PVI ELEV = 1083.12 E o ® L = 25.0 M.O. = 0.09 p c a) F.G. = 1083.22 cu m Q a) o PVI STA = 1 +10.00 PVI STA = 2+45.00 PVI STA = 3+50.00 PVI STA = 5+30.00 Q c Fu PVI ELEV = 1084.52 PVI ELEV = 1082.29 PVI ELEV = 1087.02 PVI ELEV = 1085.22 = e a) L = 100.0 L = 75.0 L = 75.0 L = 25.0 M.O. = 0.46 M.O. = 0.58 M.O. = 0.52 M.O. = 0.06 C H ) F.G. = 1084.07 F.G. = 1082.87 F.G. = 1086.50 F.G. = 1085.28 Z Z Q U) o 1 100 1 100 0 0 L w c C � � w � � � o � U N N 1095 1095 ° � a) ° �00 Z - 0�0 ,ADO cn E 1090 0 CO C �� — =mow � � 1090 IUF- Lc LO ZLr r6 +� Hco� 0<Ld U 3 > a-+0 PROPOSED GRADE N w o Cc 1085 N W 5 �° 1085 0 o Q W ED J Q —1.007 2 00% — —1.65� o x EL EXISTING GRADE O O N N � 1080 — FES#4 TO FES#3 1 O8O T- j FES#2 TO FES#1 12" ADS N-12 � +- 12" ADS N-12 70 LF AT 0.50% E Q Q 67 LF AT 1.87% Q- ON o U 0) 1075 — - 1075 m c 1070 1070 A r- 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 V SOLAR MAINTENANCE ACCESS ROAD PROFILE " ' C-501 ACL 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 O 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 0 0 -0 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 L 7 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. 5. MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE: FILTER FABRIC AS PER SECTION PROVIDE APPROPRIATE -O L 312500, EROSION AND SEDIMENTCL 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 a) DISPOSED OF AS UNSUITABLE MATERIAL. O N X' EXISTING ROAD SILT FENCE 5' MIN (10' PREFERRED) O L G 0- �J 0 O O O O O EXISTING GROUND CRUSHED 10' MIN. O O _POSDWOOC GO STONE UNDISTURBED of �L N c- PLAN VIEW o SEDIMENT GROUND U !.Q = Q SLOPE o \,-CONTAINMENT m `C 1. STONE FOR A STABILIZED CONSTRUCTION ENTRANCE SHALL BE 1 TO 2 INCH STONE, w AREA } w \O s = RECLAIMED STONE, OR RECYCLED CONCRETE EQUIVALENT. o a w \ cu 2. THE LENGTH OF THE STABILIZED ENTRANCE SHALL NOT BE LESS THAN 50 FEET. a 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 WOVEN GEOTEXTILE FABRIC GEOTEX 2130 (OR EQUAL) :3 = REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT Q 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 STAPLES. (D N GROUND Z D 2. FILTER CLOTH TO BE FASTENED FLOW Q rn O SECURELY TO WOVEN WIRE FENCE WOVEN WIRE MESH �� 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 RETAIN GAUGE WITH MAX. 6" VEGETATION,EXISTING] �\ \ 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 N AS NEEDED AND MATERIAL REMOVED AND BACKFILL/COMPACT EXCAVATED EARTH I N WHEN "BULGES" DEVELOP IN THE SILT 4" f r �l FENCE. SECTION j 0 N c �o 5 SILT FENCE 0- U) �� {� AREA TO BE PROTECTED WORK AREA \ 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 A >% E 0 U 7 6 5 4 3 2 7 6 5 4 POST TOP 4' WIDE OPENING MIN. U_ L HINGE p POST U Lp Q LATCH POST E a) O O X 0- a) c � Q 2 X H MIN. 15' O.C. NOTES p a) N 2.5 X H PREFERRED INCREASING SPACING MUST BE PRE-APPROVED BY OWNER 1. INSTALL ALL FENCING 3: L COMPONENTS PER 04 O MANUFACTURES SPECIFICATIONS. LO 2. ALL FENCING AND HARDWARE Q SHALL BE GALVANIZED, UNLESS 04 p B AC PIN OTHERWISE NOTED. c p -a 10' (TYP.) BRACE PIN 3. ALL SQUARE POSTS TO BE MIN. O dam' MATCH FENCE HEIGHT 5"X5" NOMINAL SIZE OR ROUND U) FIXED KNOT POST WITH MIN. 5" OR 6" m N WIRE MESH APPROVED DIAMETER PRESSURE TREATED p EQUAL TOP POST / BRACE RAIL WOOD OR APPROVED EQUAL. ` ' N PREFER POSTS TO HAVE A N it C RNER OR END POST .� c>3 � •� CHAMFERED TOP. ALL JOINTS BRACE POST LINE POST 4. ALL LINE POST TO BE SET TO A U) U- "O Iz ARE WELDED PROVISION FOR L TO MAKE A PAD LOCK MIN. DEPTH OF 4' BELOW O p cu � RIGID FRAME H = 10' GRADE, ALL CORNER, END OR E GATE POSTS SHALL BE SET TO 5 Z WIRE STRAINER A MIN. DEPTH OF 6' BELOW c>3 GRADE, UNLESS OTHERWISE C•`) ,�? O NOTED. O c N 3" CLEAR FIXED KNOT WIRE 5. FIXED KNOT WIRE MESH TO BE r ti > MESH TYP. BEKAERT SOLIDLOCK' PRO, 12.5 L_ co ROUND POST SEE NOTE 5. GAUGE5 GAUGE TENSILE WIRE , CLASS 3 GALVANIZED, 6" O C HINGE (TYP.) VERTICAL SPACING OR APPROVED c EQUAL.�� �� ��\• 6. BRACING IS REQUIRED AT ALL ~ cu CL d ° ^ ALL TO WIRE ALLOW FOR MCRITTER AGAP E DOUBLE BRACING (TWO CORNER, END, AND TBRACETS. ) \\� \ \ ASSEMBLIES IN A ROW SHOULD N BE USED FOR STRAIGHT RUNS L Z E c 4' MIN. /� � ) // / OF FENCE THAT EXCEED 1,000 N QW 0- C LF. AN ADDITIONAL BRACE \\\ \\ \\/` /� /� /� /� /� /� /� MID SPAN FOR STRAIGHT RUNS p -� 4= ° 6" MIN. \�\�\i \ \� /\/\/\/ ASSEMBLY SHOULD BE INSTALLED W J o a _0 m CE 12" MIN. DIA. (TYP.) �--� ///\\/,\\��\\ \��j �j\\j\, / / / \��\\�\\�\\ � OF FENCE THAT EXCEED 1,320 J Z O NOTES RECOMMENDATIONS. BURY DEPTH SEE //\\//\\/% /\ \\//\\//\\ STILLDBE IONAL REQUIREDBRACING OVER MAY BE _ � � 1. INSTALL ALL FENCING COMPONENTS PER MANUFACTURES NOTE 4 / /��\��\�/� /�j/�j/�j/�j \//�//�\/i SHALLUNEVENINSTARLIADDITIONALTOR W cn o 2. ALLCFENCNOGNS.AND HARDWARE SHALL BE GALVANIZED, UNLESS 4 SHAIF ONBEACSORINTILIZES CONCRETETAL AS SINGE HOWN ONT THAN DETAILPOSTS \\ \\\\ \ BRACING AS \ ram W \�/ \�\� DEFLECTION ISENOTICED DURING Z H I E p OTHERWISE NOTED. 5. BRACING REQUIRED AT FOR ALL GATES. SEE FIXED KNOT FARM \�\\\\\\\\\ TENSIONING. _. _� 3. HINGE POSTS MAY BE TIMBER IF CONTRACTOR DESIRES, FENCE DETAIL. / / Q TIMBER HINGE POSTS DO NOT NEED TO BE SET IN CONCRETE. 6. FIXED KNOT WIRE MESH TO BE BEKAERT SOLIDLOCK PRO, \��\��\/, cn N c UTILIZE HINGE THRU BOLTS TO CONNECT TO TIMBER HINGE 12.5 GAUGE, CLASS 3 GALVANIZED, 6" VERTICAL SPACING OR \� Z aO L POSTS OR LAG SCREWS, PER MANUFACTURERS APPROVED EQUAL � W = O N 7. BRACE RAILS AND/ OR TRUSS RODS ARE NOT SHOWN, MAY BE - - -- ---� c REQUIRED PER MANUFACTURES RECOMMENDATIONS M 'u) Rev Issued For Date W 8 FIXED KNOT FARM FENCE N 7 FIXED KNOT FARM FENCE - PERSONNEL GATE A INTERNAL REVIEW 5/27/26 �61 NOT TO SCALE �6O NOT TO SCALE U) Q MAINTAIN 4" - 6" GRASS cn N HEIGHT IN SWALE THROUGH LIMITED MOWING NOTES: UNPAVED PAVED TOP OF BASIN •"= TOP OF BASIN II„I -- ELEVATION PER III-11 10' WIDTH OR AS SHOWN ON PLANS ELEVATION PER c �, II REPAVE AS GRADING PLAN GRADING PLAN N STRIP EXISTING VEGETATION, SOIL & \ 1. 18" MINIMUM WHEN LOCATED WITHIN FENCED AREA, -II _ U DEBRIS TO INITIALLY FORM SWALE. �� 24" IF CONDUIT IS NOT UTILIZED AND ELECTRICAL II SPECIFIED - c N SEED SWALE WITH MIX OF 30 /\/\ 18" MIN. DEPT \�\�\ -11 - - I I FINE STONE FILLING - I _ \\ \\ \ \\ \\ LINES ARE DIRECTLY PLACED. III=III= I 1 NYSDOT ITEM 620.02 III LBS/ACRE PERENNIAL RYEGRASS, 20 �� ��j �j ��j� 2. OUTSIDE OF PERIMETER FENCE IN CROPLAND, -II ORDINARY FILL I- III O Iz N LBS/ACRE TALL FESCUE AND 2 \\ \\ \\ \ \_-� HAYLAND, AND IMPROVED PASTURE BURIED ELECTRIC L1 COMPACTED L 1 ELEVATION OF OO c LBS/ACRE RED TOP. I I - \/�\/�\ /�\/�\ I III- CONDUCTORS MUST HAVE A MINIMUM TOTAL DEPTH 11111 AS SPEC. SEE NOTES O SPILLWAY PER O N -I I I-\\\\\\\\\\\\\\\\\\ \\ \\\\\\\\\\\\\\\�� I I - 3H:1V SIDE SLOPES OF 48" OF COVER. -II � O GRADING PLANS OT, ) O OO D Z �� �� �� �� �� �� �� �� �� �� - I OR LESS STEEP 3. IN AREAS WHERE THE DEPTH OF SOIL OVER III II (III: 0 O NOTES: I \/\\/\\/\\/\\/\\/\\/\\/\\/ I 4" MIN TOPSOIL BEDROCK IS LESS THAN 48", THE ELECTRIC :III 6" III= O O OJrOO O O OO I- CONDUIT MUST BE BURIED BELOW THE SURFACE OF =1 (= O O O L N SOIL RESTORATION TO BE PERFORMED III-III II I II LAYER THE BEDROCK IF FRIABLE/RIPPABLE, OR AS NEAR -IIIII III= O Q�O OOO O O �DO O� O IN AREAS OF VEGETATED SWALES PER I I-III-III-III III-III-III- I I NON-COMPACTED, AS POSSIBLE TO THE SURFACE OF THE BED ROCK. =III COMPACTED SAND O O OOOOoO N .`� N N CHAPTER 5 OF THE NYSDEC -' -' ' '-' NATIVE, WELL 4. IN UNIMPROVED GRAZING AREAS OR ON LAND -II r16 1 L U) STOMRWATER DESIGN MANUAL. DRAINED MATERIAL PERMANENTLY DEVOTED TO PASTURE THE MINIMUM -III : O JG O WIDTH AS SHOWN ON PLANS I-II DEPTH OF COVER MUST BE 36". III : O�OO �O p _ ELECTRIC CONDUIT � .L -II 6" - _ _ _ 5. WHERE ELECTRICAL CONDUCTORS ARE BURIED _III= - - - - I (AS REQUIRED) VEGETATED SWALE DIRECTLY BELOW THE GENERATION FACILITY'S I=III=III-111EIII=III III=III=III - - - - - FILTER FABRIC GEOTEX 701 OR cu c 6 _i 1=11 i=iTi- -I I - -I - APPROVED EQUAL ACCESS ROAD OR IMMEDIATELY ADJACENT (AT ROAD I-III Cj � .4) C-601 NOT TO SCALE EDGE) TO THE ACCESS ROAD, THE MINIMUM DEPTH AS REQUIRED -( III c� UNDISTURBED SUBGRADE L OF COVER MUST BE 24". U !.O c Q 1. IF UNSTABLE SUBGRADE IS 12" (18" OVER WEAK SUBGRADES) GRAVEL SUBBASE COURSE `C ENCOUNTERED DURING (AFTER COMPACTION) TO CONFORM TO N.Y.S. D.O.T. ITEM � O� CONSTRUCTION ENGINEER MUST BE 733.04 TYPE 2 MINIMUM C.B.R. 20% FINE GRADE TO WITHIN 6 M V CABLE TRENCH EMERGENCY OVERFLOW SPILLWAY ui NOTIFIED IMMEDIATELY. o 0 0 0 0 0 0 0 0 0 0 o t1/4" OF TRUE GRADE COMPACTED TO MINIMUM 95% MODIFIED a Q PROCTOR MAXIMUM DENSITY. REFER TO GEOTECHNICAL �6O NOT TO SCALE �61 NOT TO SCALE O E 2. SUBGRADE MUST BE o 0 0 0 o ENGINEERING REPORT. U X PROOF-ROLLED PRIOR TO c PLACEMENT OF CRUSHED STONE. o 0 0 0 o v p Z AM $v TREES SHOULD BE a co co o ® 3. PAVEMENT DESIGN IS FOR "LIGHTLY FILTER FABRIC SHALL BE MIRAFI HP-370 OR a o a p PRIMARILY PLANTED _ _ _ _ _ _ _ _ _ _ _ O p v APPROVED EQUAL AS RECOMMENDED IN LOADED VEHICLES. ADDITIONAL a o o ALONG PERIMETER OF GRAVEL MAY BE NEEDED FOR I- I-I I I- I I-III-I I I-I I I-I I I-III-III-I - GEOTECHNICAL ENGINEERING REPORT p o a FACILITY CONSTRUCTION ACCESS. -III III III III III III III III III III 1= o 0 0 v c a v c O 4. TEMPORARY CONSTRUCTION ROADS SUBGRADE TO BE COMPACTED TO MIN. 90% MODIFIED c c o SHALL HAVE A 24" THICKNESS. PAVEMENT SECTION PROCTOR MAX. DENSITY & PROOF ROLLED (MIN. 10 TON o p " Q o STATIC). ALL UNSTABLE AREAS SHALL BE EXCAVATED AND c Q Q N REPLACED WITH SUBBASE MATERIAL. FINE GRADE TO t1/2". a "o c o 0 o Q c 3 GRAVEL ACCESS DRIVE SECTION o o c> o z = E c p O c: p c p cM 0 U O C-601 NOT TO SCALE �AM co o c o�, a v _ U)"� 0 O 0 G p U N70 20' WIDE OPENING MIN. 0 m �A o WATER QUALITY VOLUME o pop '^ W a) A (J J Z c c ac }' Q 0 HINGE 0 d� � O O POST �$ HYDRIC TOLERANT SHRUBS p c c n/ w (TYP.) & HERBACEOUS MATERIALS p o �J� c D W O � O - VEGETATED SWALE FLOW � � •� •� N � II-( III I IIIIIIIIII-III o o O FIXED KNOT WIRE SIGN IDENTIFYING OWNER - +I "- MESH OR AND EMERGENCY CONTACT IIIIII-III- 1IIIIIIIIIIIIIIIIIIIII1I = o APPROVED EQUAL - - 00 .o 10' (TYP.) UNDISTURBED SURFACE I I-I I III cn E MATCH FENCE HEIGHT `V -III II II II III- -� N ALL JOINTS ARE WELDED PROVISION FOR BRACE RAIL -III III-_ MULCH LAYER U I- To MAKE A RIGID FRAME PADLKNOXOCK BOX AND SUGGESTED RAIN GARDEN/STORMWATER PLANTER PLANT LIST I=I I= Q O TREES HERBACEOUS PLANTS SHRUBS ca IIIII II p cu N N RED MAPLE(ACER RUBRUM) CINNAMON FERN(OSMUNDA WITCH HAZEL(HAMEMELIS J _ -III I I ( > Z N CINNAMOMEA) VIRGINIANA) O '^ O n Q r) DROP BAR OR � -III-I I- UNDISTURBED SUBGRADE v, ILLS APPROVED EQUAL DOWNY SERVICEBERRY CUTLEAF CONEFLOWER WINTERBERRY(ILEX Z -III III- J Q >' N 3" CLEAR PROVISION (AMELANCHEIER ARBOREA) (RUDBECKIA LACINATA) VERTICILLATA) CD .� WOOLGRASS ARRO DEOOD(VIBURNUM g ( I I I I I III �O c RIVER BIRCH(BETULA NIGRA) d Z 0- Q -III-I I-II (D EASTERN RED CEDAR(JUNIPERUS NEW ENGLAND ASTER(ASTER RED-OSIER DOGWOOD(CORNUS c W 0 c \/\\/ \ ° a ° /\\/\\/\\/\\/\� ° ° VIRGINIANA) NOVAE STOLONIFERA) -III I I (- _ c / / FOX SEDGE(CAREX SWEET PEPPERBUSH(CLETHRA 4' MIN. -( III I � w Q i o °< ° CENTER\//\\/ ORAPP OVED EQUAL \\//\\//\\//\\//\\//\ 8 VULPINOIDEA) ALNIFOLIA) -III -III- �� a ° n < °° (EUPATORIDUM MACULATUM) -III-I I- Cn LO SPOTTEp ^Q 6" MIN. SWITCH GRASS(PANICUM ( III VIRGATUM) _ 12" MIN. DIA. (TYP.) III NOTES GREAT BLUE LOBELIA(LOBELIA -I - m En 1. INSTALL ALL FENCING COMPONENTS PER MANUFACTURES 5. BRACING REQUIRED AT FOR ALL GATES. SEE FIXED KNOT FARM FENCE SIPHATICA) � SPECIFICATIONS. DETAIL. -III-III �' WILD BERGAMONT(MONARDA I IIII-IIII -III 2. ALL FENCING AND HARDWARE SHALL BE GALVANIZED, UNLESS 6. FIXED KNOT WIRE MESH TO BE BEKAERT SOLIDLOCK' PRO, 12.5 0 0 0 0 0 0 � � � FISTULOSA) OTHERWISE NOTED. GAUGE, CLASS 3 GALVANIZED, 6" VERTICAL SPACING OR APPROVED - NON-WOVEN FILTER FABRIC �3. HINGE POSTS MAY BE TIMBER IF CONTRACTOR DESIRES, TIMBER HINGE EQUAL RED MILKWEED(ASCLEPIAS -III-III-III-III _ _ _ _-III-_-I I A POSTS DO NOT NEED TO BE SET IN CONCRETE. UTILIZE HINGE THRU 7. BRACE RAIL SHOWN FOR REFERENCE ADDITIONAL BRACE RAILS MAY BE INCARNATE) III-III-III-III-III- _ -III-III-III O � -a BOLTS TO CONNECT TO TIMBER HINGE POSTS OR LAG SCREWS, PER REQUIRED (NOT SHOWN) OR TRUSS RODS MAY BE REQUIRED PER MANUFACTURERS RECOMMENDATIONS. MANUFACTURES RECOMMENDATIONS Q 4. IF CONTRACTOR UTILIZES METAL HINGE POST THAN POSTS SHALL BE 6" MIN GRAVEL BEDDING Dwg No: Size: D Sheet Rev: 0 SET IN CONCRETE AS SHOWN ON DETAIL. V 4 FIXED KNOT FARM FENCE - DOUBLE GATE BIORETENTION AREA C-601 A CL �61 NOT TO SCALE C-601 NOT TO SCALE 0 O U 6 5 4 3 2