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HomeMy WebLinkAbout2203009 - Enfield Norbut. 4-6-20211334'1422'N APPLEGATE RDN APPLEGATE RDRevisions NO:DATE:DESCRIPTION: NOT F O R C O N S T R U C TI O N DRAWING NAME:J:\NORBUT SOLAR FARMS\2203009 - ENFIELD SOLAR DEV\DRAWINGS\CIVIL\C200 - SITE PLAN.DWGDRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2020 LaBella Associates 4/6/2021 11:12:17 AMNORBUT SOLAR FARMS 1241 UNIVERSITY AVE, ROCHESTER, NY 14607 ENFIELD SOLAR DEVELOPMENT 56 APPLEGATE RD. S ENFIELD, NY 14850 2203009 REVIEW MARCH 2021 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. OVERALL EXISTING CONDITIONS C100 BER JT EXISTING PROPOSED DESCRIPTION WETLAND TREELINE CHAIN LINK FENCE BUILDING/STRUCTURE PROPERTY LINE PERVIOUS GRAVEL PAVEMENT ⅊ UTILITY POLE W/O LIGHT OVERHEAD ELECTRIC LINE UE UNDERGROUND ELECTRIC LINE OE MAJOR CONTOUR MINOR CONTOUR ROADWAY CENTERLINES LEGEND SETBACK LINE C100 1 OVERALL EXISTING CONDITIONS SCALE: 1" = 150'N N APPLEGATE RDN APPLEGATE RDPROPOSED PARCEL 3 ±58.59 AC PROPOSED PARCEL 1 ±49.69 AC PROPOSED PARCEL 2 ±48.72 AC PROPOSED PARCEL 4 ±96.04 AC Revisions NO:DATE:DESCRIPTION: NOT F O R C O N S T R U C TI O N DRAWING NAME:J:\NORBUT SOLAR FARMS\2203009 - ENFIELD SOLAR DEV\DRAWINGS\CIVIL\C200 - SITE PLAN.DWGDRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2020 LaBella Associates 4/6/2021 11:35:30 AMNORBUT SOLAR FARMS 1241 UNIVERSITY AVE, ROCHESTER, NY 14607 ENFIELD SOLAR DEVELOPMENT 56 APPLEGATE RD. S ENFIELD, NY 14850 2203009 REVIEW MARCH 2021 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. SUBDIVISION PLAN C101 BER JT C100 1 OVERALL EXISTING CONDITIONS SCALE: 1" = 150'N N APPLEGATE RDN APPLEGATE RDUEUEUEUEUEUEUEUEUE UE UE UE UE UE UEUEUEUEUEUEUEUEUE UE UE UE UE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UE UE UE UE R28'R 2 8 ' R28' 33.45' 20' 33.45' 33.45' 42.09' R3 0 '70'R30'20'578.92' 591.9'20.84'20'20'20'1/C201 1/C203 1/C202 Revisions NO:DATE:DESCRIPTION: NOT F O R C O N S T R U C TI O N DRAWING NAME:J:\NORBUT SOLAR FARMS\2203009 - ENFIELD SOLAR DEV\DRAWINGS\CIVIL\C200 - SITE PLAN.DWGDRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2020 LaBella Associates 4/6/2021 11:46:27 AMNORBUT SOLAR FARMS 1241 UNIVERSITY AVE, ROCHESTER, NY 14607 ENFIELD SOLAR DEVELOPMENT 56 APPLEGATE RD. S ENFIELD, NY 14850 2203009 REVIEW MARCH 2021 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. OVERALL SITE PLAN C200 BER JT C200 1 OVERALL SITE PLAN SCALE: 1" = 150' N ZONING INFORMATION REQUIRED PROPOSED FRONT SETBACK 125 FT SIDE SETBACK 30 FT REAR SETBACK 30 FT 125 FT 30 FT 30 FT WETLAND INFORMATION EXISTING PROPOSED WETLANDS WITHIN PROJECT AREA 15.74 ACRES 15.74 ACRES EXISTING PROPOSED DESCRIPTION WETLAND TREELINE CHAIN LINK FENCE BUILDING/STRUCTURE PROPERTY LINE PERVIOUS GRAVEL PAVEMENT ⅊ UTILITY POLE W/O LIGHT OVERHEAD ELECTRIC LINE UE UNDERGROUND ELECTRIC LINE OE MAJOR CONTOUR MINOR CONTOUR ROADWAY CENTERLINES LEGEND SETBACK LINE PROJECT DATA PARCEL INFORMATION APPLICANT PARCEL ADDRESS 56 APPLEGATE ROAD SOUTH, NY 14850 TAX NUMBER 9-1-28.1 / 9-1-27 / 9-1-11 PROJECT AREA EXISTING IMPERVIOUS WITHIN PROJECT AREA 86.35 ACRES BUILDINGS 0 SF CONCRETE 0 SF GRAVEL 3,242 SF TOTAL 0.07 AC PROPOSED IMPERVIOUS WITHIN PROJECT AREA NORBUT SOLAR FARMS PANEL COVERAGE 36.15 ACRES TOTAL TEMPORARY DISTURBANCE AREA 93.85 ACRES BUILDINGS 0 SF CONCRETE 2,617 SF REG GRAVEL DRIVE 0 SF TOTAL 0.06 AC OE OE OE UE U E UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEU E UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE U E UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE PARCEL 1 NEW PV SOLAR ARRAY - ARRAY 1 (18,810 MODULES) NEW 20' WIDE PERMEABLE GRAVEL ACCESS ROAD NEW UTILITY POLE (TYP.) NEW OVERHEAD ELECTRIC LINE NEW UNDERGROUND ELECTRIC LINE R 2 8 ' R28' NEW 20' WIDE PERMEABLE GRAVEL ACCESS ROAD 33.45' 20' R3 0 '70'R30'20'578.92'20.84'20'POINTS OF INTERCONNECTION Revisions NO:DATE:DESCRIPTION: NOT F O R C O N S T R U C TI O N DRAWING NAME:J:\NORBUT SOLAR FARMS\2203009 - ENFIELD SOLAR DEV\DRAWINGS\CIVIL\C200 - SITE PLAN.DWGDRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2020 LaBella Associates 4/6/2021 11:46:47 AMNORBUT SOLAR FARMS 1241 UNIVERSITY AVE, ROCHESTER, NY 14607 ENFIELD SOLAR DEVELOPMENT 56 APPLEGATE RD. S ENFIELD, NY 14850 2203009 REVIEW MARCH 2021 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. PARCEL 1 SITE PLAN C201 BER JT C201 1 SITE PLAN SCALE: 1" = 80' N PROPOSED PARCEL 1 INFORMATION PARCEL AREA PARCEL COVERAGE (%)29.39 ACRES (59%) 49.69 ACRES SEE VIEW (1/C202)MATCH TO VIEW(1/C202)MATCH TO VIEW(1/C202)MATCH TO VIEW(1/C203) MATCH TO VIEW(1/C203)SEE VIEW(1/C203) UEUE UE UE UE UE UE UE UE UE UE UE UE UE UEUE U E UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE PARCEL 2 NEW PV SOLAR ARRAY - ARRAY 2 (18,810 MODULES)R28'R28' NEW 20' WIDE PERMEABLE GRAVEL ACCESS ROAD 33.45' R3 0 '70'20'578.92' 591.9'20.84'Revisions NO:DATE:DESCRIPTION: NOT F O R C O N S T R U C TI O N DRAWING NAME:J:\NORBUT SOLAR FARMS\2203009 - ENFIELD SOLAR DEV\DRAWINGS\CIVIL\C200 - SITE PLAN.DWGDRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2020 LaBella Associates 4/6/2021 11:47:06 AMNORBUT SOLAR FARMS 1241 UNIVERSITY AVE, ROCHESTER, NY 14607 ENFIELD SOLAR DEVELOPMENT 56 APPLEGATE RD. S ENFIELD, NY 14850 2203009 REVIEW MARCH 2021 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. PARCEL 2 SITE PLAN C202 BER JT C202 1 SITE PLAN SCALE: 1" = 80' N PROPOSED PARCEL 2 INFORMATION PARCEL AREA PARCEL COVERAGE (%)28.38 ACRES (58%) 48.72 ACRES SEE VIEW (1/C201)MATCH TOVIEW(1/C201)MATCH TOVIEW(1/C202)MATCH TO VIEW(1/C203)SEE VIEW(1/C203)MATCH TO VIEW(1/C203) UEUEUEUEUEPARCEL 3 NEW PV SOLAR ARRAY - ARRAY 3 (18,810 MODULES) R2 8 '33.45'42.09'20' 20' Revisions NO:DATE:DESCRIPTION: NOT F O R C O N S T R U C TI O N DRAWING NAME:J:\NORBUT SOLAR FARMS\2203009 - ENFIELD SOLAR DEV\DRAWINGS\CIVIL\C200 - SITE PLAN.DWGDRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2020 LaBella Associates 4/6/2021 11:53:55 AMNORBUT SOLAR FARMS 1241 UNIVERSITY AVE, ROCHESTER, NY 14607 ENFIELD SOLAR DEVELOPMENT 56 APPLEGATE RD. S ENFIELD, NY 14850 2203009 REVIEW MARCH 2021 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. PARCEL 3 SITE PLAN C203 BER JT C203 1 SITE PLAN SCALE: 1" =80'NPROPOSED PARCEL 3 INFORMATION PARCEL AREA PARCEL COVERAGE (%)29.22 ACRES (50%) 58.59 ACRES SEE VIEW (1/C201)MATCH TO VIEW(1/C201)MATCH TO VIEW(1/C202)SEE VIEW (1/C202) MID RAIL (TYP.) N.T.S.C501 1 7' HIGH BARBED WIRE HIGH SECURITY FENCE 4" O.D. CORNER, END, OR PULL POST TRUSS ROD (3/8" MIN. DIA.) TRUSS ROD (3/8" MIN. DIA.) TIE WIRES OR CLIPS (TYP.) 2" O.D. LINE POST 2" O.D. LINE POST TIE WIRES OR HOG RINGS (TYP.) GRADE 2" O.D. LINE POST DRIVEN INTO GROUND BOTTOM RAIL CHAIN-LINK FABRIC (9 GAGE, 2" x 2" MESH) MID RAIL 3" CLEAR (TYP.)7' TALL 25' WIDE DOUBLE SWING GATE N.T.S.C501 2 GATE LATCH TURNBUCKLE 1 1/2" MIN 2 1/2" MAX STRETCHER BARS (TYP.) HINGE (TYP.) 2.5" O.D. POST HINGE (TYP.) 5,000 PSI CONCRETE LATCH IN CLOSED POSITION LATCH IN OPEN POSITION LOCKING TANG GATE POST (TYP.) 4" O.D. END AND CORNER POST 9 GA, 2"x2" MESH FABRIC LATCH AND PADLOCK TOP OF FENCING FABRIC TO BE UNSELVAGED 5,000 PSI CONCRETE 18" MIN. DIA. 8'-0" O.C. MAX 8'-0" O.C. MAX LINE POSTS TO BE EQUALLY SPACED4'-0" MIN.6"4'-0" MIN.5'-0"18"FABRIC WIDTH = 7'-0"GROUND CABLE 4" MIN.2'-6"3" MIN (TYP.)3" MIN (TYP.)6" MIN. (TYP.)UNTREATED NATIVE SOIL CLEAN, DRY BACKFILL CUSHION EARTH UNDISTURBED TRENCH NOTES: 1.ADDITIONAL MISCELLANEOUS CABLES FROM FIELD DEVICES SUCH AS TEMPERATURE TRANSMITTERS, METEOROLOGICAL STATIONS, REFERENCE MODULES, SIGNAL, GROUND SHALL UTILIZE THE UNDERGROUND TRENCH SYSTEM WHERE IT IS APPLICABLE. CABLES SHALL BE INSTALLED AT LAYERS AS INDICATED. 2.THE TRENCH DETAIL BELOW SHOWS A SAMPLE NUMBER OF DC FEEDER CABLES FROM DC COMBINER BOXES. SPECIFIC CABLE QUANTITIES ARE SHOWN IN RESPECTIVE DETAIL SECTION. 3.TRENCHING MUST COMPLY WITH THE LATEST STANDARDS. 4.CLEAN FILL REQUIREMENTS: TRENCHING BEDDING SHALL BE SAND OR ROCK-FEE FILL SCREENED TO A MAXIMUM 1/4" SIZE AS A CUSHING (FREE OF SHARP EDGE MATERIAL, ROTTING WOOD OR ORGANIC MATTER THAT MIGHT ATTRACT INSECTS). THE CABLES SHALL BE COVERED WITH "CLEAN FILL" SAND OR SOFT EARTH, FREE FROM STONES, ROCKS OR OTHER MATERIAL THAT MAY DAMAGE THE CABLE DURING BACKFILL. 5.THE CABLES CROSS-SECTION AND THE NUMBER SHOWN IS ONLY AN EXAMPLE. ALL CABLES SHALL BE IN ACCORDANCE WITH STANDARDS AND SHALL BE SIZED ACCORDING TO USE AND TYPE OF INSTALLATION.4" MIN.2'-6"3" MIN (TYP.)3" MIN (TYP.)6" MIN. (TYP.)DETECTABLE MARKER TAPE GROUND CABLE DC CABLES FROM COMBINER BOXES TO INVERTER DC CABLES FROM STRINGS TO COMBINER BOXES3' MAX. TYPICAL TRENCH DETAILS N.T.S.C501 4 DETECTABLE MARKER TAPE DC CABLES FROM COMBINER BOXES TO INVERTER DC CABLES FROM STRINGS TO COMBINER BOXES IN 2" PVC CONDUIT.3' MAX. NOTES: 1.CONDUCTORS TO BE 1000V RATED FOR DIRECT BURIIAL. MEDIUM VOLTAGE CONDUCTORS FROM PS1 TO BE RATED FOR CLASS 35KV, AND MEDIUM VOLTAGE CONDUCTORS FROM PS2 TO BE RATED FOR CLASS 15KV. 2.CONDUCTORS OF THE SAME CIRCUIT TO BE NEXT TO EACH OTHER; COMBINER CIRCUITS TO BE SPACED 4.5" FROM EACH OTHER UNLESS POSTED OTHERWISE (HORIZONTAL/VERTICAL DIRECTIONS). 3.COMMUNICATIONS TO BE BURIED 1' AWAY FROM ALL POWER CONDUCTORS. USE DIRECT BURY RATED FIBER CABLE. 4.3" OR 4" PVC SCH80 JUMP-CONDUIT SHALL BE UTILIZED FOR ROW-TO-ROW STRING CIRCUITS WIRING. 5.POWER SUPPLY CABLES TO ARC FAULT CIRCUIT INTERRUPTION CIRCUITS SHALL BE LOCATED AT A MINIMUM 1' FROM DC CIRCUITS. 6.CONTRACTOR SHALL SIZE THE ROW-TO-ROW JUMPER CONDUIT FOR THE CONDUCTORS USED, WITH PVC SCHEDULE 80. A TOTAL OF 60 #10 HOMERUN CABLES CAN FIT INTO A STANDARD 4" PVC CONDUIT. CONTACT THE ENGINEER IF ADDITIONAL GUIDANCE IS REQUIRED.32.44'12'4"SECTION VIEW EQUIPMENT PAD NOTES:34.44'14' TOPSOIL AND SEED (TYP.) GRAVEL STOP 16" NYSDOT TYPE 2 CRUSHED GRAVEL MIRAFI 500X GEOTEXTILE SCARIFY SUB-GRADE NATIVE SOIL GRAVEL EXTENTS EXTENTS OF CONCRETE PAD 1. ALL ELECTRICAL EQUIPMENT IS TO BE SITUATED ON A CONCRETE PAD AS SHOWN ON THE SITE PLANS. 2.CONCRETE STRENGTH: CLASS B CONCRETE. CONTRACTOR SHALL ALLOW 3 DAYS CURING TIME PRIOR TO INSTALLATION OF EQUIPMENT ON CONCRETE PAD. 3.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, Fy=65,000 PSI, AND SHALL BE HOT-DIPPED GALVANIZED OR EPOXY COATED AFTER FABRICATION TO PRODUCE A CLASS 2 COATING EQUAL TO THAT SPECIFIED IN ASTM A641, TABLE 1. 4. ANCHOR BOLTS SHALL BE DRILLED AND SET IN FIELD AFTER INSTALLATION ON FOOTING AS PER MANUFACTURER'S SPECIFICATIONS. 5. LOCATION OF ALL ELECTRICAL EQUIPMENT AND CONCRETE PADS SHALL BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. 6. COMPACTED STONE SHALL BE NYSDOT TYPE 2 CRUSHED GRAVEL OR APPROVED EQUAL BY THE ENGINEER OF RECORD. 7. ANCHOR BOLTS SHALL BE 1 2" DIA. HILTI HSE ADHESIVE ANCHOR RODS WITH 4-1/2" EMBEDMENT DEPTH OR APPROVED EQUAL. 8. REINFORCEMENT BARS SHALL CONFORM TO ASTM A615, GRADE 60. 9.VERIFY ALL DIMENSIONS WITH THOSE ON EQUIPMENT SKID SHOP DRAWINGS AND ADJUST ACCORDINGLY. LOCATE CHASES AND CONDUIT STUB-UPS PER EQUIPMENT SKID SHOP DRAWINGS. #4 @ 16 O.C. EACH WAY CONCRETE PAD N.T.S.C501 3 12"8"Revisions NO:DATE:DESCRIPTION: NOT F O R C O N S T R U C TI O N DRAWING NAME:J:\NORBUT SOLAR FARMS\2203009 - ENFIELD SOLAR DEV\DRAWINGS\CIVIL\C500 - CONSTRUCTION DETAILS.DWGDRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2020 LaBella Associates 4/6/2021 11:05:52 AMNORBUT SOLAR FARMS 1241 UNIVERSITY AVE, ROCHESTER, NY 14607 ENFIELD SOLAR DEVELOPMENT 56 APPLEGATE RD. S ENFIELD, NY 14850 2203009 REVIEW MARCH 2021 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. CONSTRUCTION DETAILS C501 BER DG TEMPORARY SOIL STOCKPILE N.T.S.C502 4 MIN. SLOPE MIN. SLOPE SLOPE OR LESS1 2 NOTES: 1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 1V:2H. 3.UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH SILT FENCING, THEN STABILIZED WITH VEGETATION OR COVERED. 4.SEE SPECIFICATIONS AND DETAIL FOR INSTALLATION OF SILT FENCE. SILT FENCE STABILIZED CONSTRUCTION ENTRANCE N.YS DEC DETAIL: STABILIZED CONSTRUCTION ACCESS CONSTRUCTION SPECIFICATIONS: 1.STONE SIZE - USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2.LENGTH - NOT LESS THAN 50 FEET. 3.THICKNESS - NOT LESS THAN SIX (6) INCHES. 4.WIDTH - TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5.GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS OF WAY MUST BE REMOVED IMMEDIATELY. 8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. C502 1 3'5:1 10' MIN.12' MIN.50' MIN.6"MIN.50' MIN. 12' MIN. PLAN VIEW EXISTING PAVEMENT MOUNTABLE BERM (OPTIONAL) EXISTING PAVEMENT FILTER CLOTHEXISTING GROUND EXISTING GROUND PROFILE VIEW SYMBOL SILT FENCE NYS DEC DETAIL: SILT FENCE NOTES: 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAXIMUM MESH OPENING. 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABLINKA 140N, OR APPROVED EQUAL. 4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUAL. 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. C502 2 FLOW 1 1 4" SQUARE HARDWOOD 36" MIN. FENCE POSTS, DRIVEN MIN. 16" INTO GROUND10' MAX. C. TO C.16" MIN.20" MIN.36" MIN. FENCE POST WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING WITH FILTER CLOTH UNDISTURBED GROUND PERSPECTIVE VIEW SECTION VIEW COMPACTED SOIL FLOW EMBED FILTER CLOTH A MIN. OF 6" IN GROUND FLOW WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE W/ MAX. 6" MESH SPACING WITH FILTER CLOTH 6"MIN.HEIGHT OFFILTER = 16"MIN.SYMBOL TREE PLANTING N.T.S.C502 5 24"60°3"AS PER A.A.N. STANDARDS SET TRUNK PLUM, LEAN SLIGHTLY INTO PREVAILING 3" POLYPROPYLENE STRAP OR GARDEN HOSE NO. 12 GALV. PLIABLE STEEL WIRE (TWIST TO TIGHTEN)(ALLOW FOR SOME SWAY) - 2 STRANDS 2"X2" STAKE (THREE SIDED) 3" MULCH OPTION FOR AREAS WITH GOOD DRAINAGE UNDISTURBED EARTH GUYING: FOR ALL TREES LARGER THAN 4" CALIPER RODENT GUARD FLAGGING WEED BARRIER EARTH SAUCER FINISH GRADE 2" X 4" X 48" WOOD STAKES: NOTCHED LOAMY TOPSOIL MIXTURE: 4 PARTS TOPSOIL, 1 PART PEAT MOSS; 1/2 PART WELL ROTTED MANURE; 10 LBS. 5-10-5 PLANTING FERTILIZER THOROUGHLY MIXED PER CUBIC YARDNOTE: 1.STAKING: FOR ALL TREES 4" CALIPER OR LESS. REMOVE STAKES ONE YEAR AFTER PLANTING. 2.USE 8' STAKES DRIVE 4' BELOW GROUND SURFACE. 3.GUYING: FOR ALL EVERGREEN TREES AND ALL TREES TALLER THAN 12'. USE SAME WIRE AS FOR STAKING. USE THREE PER TREE, EQUALLY SPACED. DO NOT TWIST WIRE TO TIGHTEN: USE 1/2"X6" TURNBUCKLE. 4.ROOT COLLAR TO BE SLIGHTLY ABOVE SURROUNDING GRADE. 5.MULCH SHALL BE 3" DOUBLE GROUND HARDWOOD BAR, COLOR DARK BROWN. 6.MULCH CAN NOT BE MORE THAN 1" THICK AT ROOT COLLAR EXTENDING OUT AT LEAST 6" FROM THE BARK, THEN IT CAN BE THICKENED. 7.MULCH IS TO BE PLACED 3 TO 6 INCHES AWAY FROM THE TRUNK. 8.KRAFT WRAP PAPER SHALL NOT BE PERMITTED FOR RODENT GUARD. CONCRETE WASHOUT AREA WITH STRAW BALES N.T.S.C502 3 BB NOTE: 1.CAN BE TWO STACKED BALES OR PARTIALLY EXCAVATED TO REACH 3 FT DEPTH CONSTRUCTION SPECIFICATIONS 1.LOCATE WASHOUT STRUCTURE A MINIMUM OF 100 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC. 2.SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP. 3.PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL. 4.PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY. 5.KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET-VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED.3' TYP.4"2"10' TYP.10' TYP.1/8" DIA. STEEL WIRE STAPLES (2 PER BALE) IMPERMEABLE SHEETING STRAW BALE (TYP.)WOOD OR METAL STAKES (2 PER BALE) BINDING WIRE STRAW BALE (TYP.) IMPERMEABLE SHEETING STAKE (TYP.) PLAN SECTION B-B STAPLE DETAIL 2'3 3/4"1' - 4"TREE/VEGETATION PROTECTION BARRIER N.T.S.C502 6 2'4'3' 5' CONSTRUCTION ZONE 10' MAX.2'4'SIGN TREE / VEGETATION PROTECTION BARRIER SILT FENCE EXISTING GRADE PROPOSED TOE OF SLOPE WARNING SIGN WOOD OR STEEL POST (TYP.) MIN. LENGTH 6' BARRIER FENCE (ORANGE CONSTRUCTION FENCE) EXISTING GRADE WARNING SIGN ELEVATION SECTION FLOW PROTECTED AREA Revisions NO:DATE:DESCRIPTION: NOT F O R C O N S T R U C TI O N DRAWING NAME:J:\NORBUT SOLAR FARMS\2203009 - ENFIELD SOLAR DEV\DRAWINGS\CIVIL\C500 - CONSTRUCTION DETAILS.DWGDRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2020 LaBella Associates 4/6/2021 11:06:00 AMNORBUT SOLAR FARMS 1241 UNIVERSITY AVE, ROCHESTER, NY 14607 ENFIELD SOLAR DEVELOPMENT 56 APPLEGATE RD. S ENFIELD, NY 14850 2203009 REVIEW MARCH 2021 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. CONSTRUCTION DETAILS C502 BER DG VARIES (24' MAX.)VARIES (24' MAX.)8" MIN.PLAN TYPICAL CUT SECTION LIMITED USE PERVIOUS ACCESS ROAD - 0% TO 10% SLOPES N.T.S.C503 1 GENERAL NOTES: 1.PROVIDE A 4800 LB/FT ENCHANCED WOVEN GEOTEXTILE SEPERATION LAYER AND INSTALL PERMANUFACTURER RECOMMENDATIONS INCLUDING OVERLAPS BASED ON SUB GRADE CBR. 2.THE GEOWEB PANELS SHALL BE CONNECTED WITH ATRA KEYS OF EACH INTERLEAF AND END TO END CONNECTION. 3.PROVIDE ATRA ANCHORS TO KEEP PANELS OPEN FOR INFILL AS REQUIRED. 4.GEOWEB INFILL SHALL BE 3/4" TO 1.5" CRUSHED AGGREGATE WITH FINES LIMITED TO LESS THAN 10% TO ALLOW FREE DRAINAGE. 5.LIMIT THE DROP OF INFILL TO PREVENT PANEL DISTORTION. 6.ASSUME HS-20 LOADING. PERMEABLE ACCESS ROAD GENERAL NOTES: 1.USE OF THIS DETAIL/CRITERION IS LIMITED TO ACCESS ROADS USED ON AN OCCASIONAL BASIS ONLY (I.E. PROVIDE ACCESS FOR MOWING EQUIPMENT REPAIR OR MAINTENANCE, ETC.) 2.LIMITED USE PERVIOUS ACCESS ROAD IS LIMITED TO LOW IMPACT IRREGULAR MAINTENANCE ACCESS ASSOCIATED WITH RENEWABLE ENERGY PROJECTS IN NEW YORK STATE. 3.REMOVE STUMPS, ROCKS AND DEBRIS AS NECESSARY, FILL VOIDS TO MATCH EXISTING NATIVE SOILS AND COMPACTION LEVEL. 4.REMOVED TOPSOIL MAY BE SPREAD IN ADJACENT AREAS AS DIRECTED BY THE PROJECT ENGINEER. COMPACT TO THE DEGREE OF THE NATIVE INSITU SOIL. DO NOT PLACE IN AN AREA THAT IMPEDES STORMWATER DRAINAGE. 5.GRADE ROADWAY, WHERE NECESSARY, TO NATIVE SOIL AND DESIRED ELEVATION. MINOR GRADING FOR CROSS SLOPE CUT AND FILL MAY BE REQUIRED. 6.REMOVE REFUSE SOILS AS DIRECTED BY THE PROJECT ENGINEER. DO NOT PLACE IN AN AREA THAT IMPEDES STORMWATER DRAINAGE. 7.ROADWAY WIDTH TO BE DETERMINED BY CLIENT. 8.THE LIMITED USE PERVIOUS ACCESS ROAD CROSS SLOPE SHALL BE 2% IN MOST CASES AND SHOULD NOT EXCEED 5%. THE LONGITUDINAL SLOPE OF THE ACCESS DRIVE SHOULD NOT EXCEED 15%. 9.LIMITED USE PERVIOUS ACCESS ROAD IS NOT INTENDED TO BE UTILIZED FOR CONSTRUCTION WHICH MAY SUBJECT THE ACCESS TO SEDIMENT TRACKING. THIS SPECIFICATION IS TO BE DEVELOPED FOR POST-CONSTRUCTION USE, SOIL RESTORATION PRACTICES MAY BE APPLICABLE TO RESTORE CONSTRUCTION RELATED COMPACTION TO PRE-EXISTING CONDITIONS AND SHOULD BE VERIFIED BY SOIL PENETROMETER READINGS. THE PENETROMETER READINGS SHALL BE COMPARED TO THE RESPECTIVE RECORDED READINGS TAKEN PRIOR TO CONSTRUCTION, EVERY 100 LINEAR FEET ALONG THE PROPOSED ROADWAY. 10.TO ENSURE THAT SOIL IS NOT TRACKED ONTO THE LIMITED USE PERVIOUS ACCESS ROAD, IT SHALL NOT BE USED BY CONSTRUCTION VEHICLES TRANSPORTING SOIL, FILL MATERIAL, ETC. IF THE LIMITED USE PERVIOUS ACCESS IS COMPLETED DURING INITIAL PHASES OF CONSTRUCTION, A STANDARD NEW YOK STATE STABILIZED CONSTRUCTION ACCESS SHALL BE CONSTRUCTED AND UTILIZED TO REMOVE SEDIMENT FROM CONSTRUCTION VEHICLES AND EQUIPMENT PRIOR TO ENTERING THE LIMITED USE PERVIOUS ACCESS ROAD FROM ANY LOCATION ON, OR OFF SITE. MAINTENANCE OF THE PERVIOUS ACCESS ROAD WILL BE REQUIRED IF SEDIMENT IS OBSERVED WITHIN THE CLEAN STONE. 11.THE LIMITED USE PERVIOUS ACCESS ROAD SHALL NOT BE CONSTRUCTED OR USED UNTIL ALL AREAS SUBJECT TO RUNOFF ONTO THE PERVIOUS ACCESS HAVE ACHIEVED FINAL STABILIZATION. 12.PROJECTS SHOULD AVOID INSTALLATION OF THE LIMITED USE PERVIOUS ACCESS ROAD IN POORLY DRAINED AREAS, HOWEVER IF NO ALTERNATIVE LOCATION IS AVAILABLE, THE PROJECT SHALL UTILIZE WOVEN GEOTEXTILE MATERIAL AS DETAILED IN FOLLOWING NOTES. 13.THE DRAINAGE DITCH IS OFFERED IN THE DETAIL FOR CIRCUMSTANCES WHEN CONCENTRATED FLOW COULD NOT BE AVOIDED. THE INTENTION OF THIS DESIGN IS TO MINIMIZE ALTERATIONS TO HYDROLOGY, HOWEVER WHEN DEALING WITH 5%-15% GRADES NOT PARALLEL TO THE CONTOUR, A ROADSIDE DITCH MAY BE REQUIRED. THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROLS FOR GRASSED WATERWAYS AND VEGETATED WATERWAYS ARE APPLICABLE FOR SIZING AND STABILIZATION. DIMENSIONS FOR THE GRASSED WATERWAY SPECIFICATION WOULD BE DESIGNED FOR PROJECT SPECIFIC HYDROLOGIC RUNOFF CALCULATIONS, AND A SEPARATE DETAIL FOR THE SPECIFIC GRASSED WATERWAY WOULD BE INCLUDED IN THIS PRACTICE. RUNOFF DISCHARGES WILL BE SUBJECT TO THE OUTLET REQUIREMENTS OF THE REFERENCED STANDARD. INCREASED POST-DEVELOPMENT RUNOFF FROM THE ASSOCIATED ROADSIDE DITCH MAY REQUIRE ADDITIONAL PRACTICES TO ATTENUATE RUNOFF TO PRE-DEVELOPMENT CONDITIONS. 14.IF A ROADSIDE DITCH IS NOT UTILIZED TO CAPTURE RUNOFF FROM THE ACCESS ROAD, THE PERVIOUS ACCESS ROAD WILL HAVE A WELL-ESTABLISHED PERENNIAL VEGETATIVE COVER, WHICH SHALL CONSIST OF UNIFORM VEGETATION (I.E. BUFFER), 20 FEET WIDE AND PARALLEL TO THE DOWN GRADIENT SIDE OF THE ACCESS ROAD. POST-CONSTRUCTION OPERATION AND MAINTENANCE PRACTICES WILL MAINTAIN THIS VEGETATIVE COVER TO ENSURE FINAL STABILIZATION FOR THE LIFE OF THE ACCESS ROAD. 15.THE DESIGN PROFESSIONAL MUST ACCOUNT FOR THE LIMITED USE PERVIOUS ACCESS ROAD IN THEIR SITE ASSESSMENT/HYDROLOGY ANALYSIS. IF THE HYDROLOGY ANALYSIS SHOWS THAT THE HYDROLOGY HAS BEEN ALTERED FROM PRE- TO POST-DEVELOPMENT CONDITIONS (SEE APPENDIX A OF GP-0-20-001 FOR THE DEFINITION OF “ALTER THE HYDROLOGY…”), THE DESIGN MUST INCLUDE THE NECESSARY DETENTION/RETENTION PRACTICES TO ATTENUATE THE RATES (10 AND 100 YEAR EVENTS) TO PRE-DEVELOPMENT CONDITIONS. GEOGRID MATERIAL NOTES: 1.THE GEOGRID, OR COMPARABLE PRODUCT, IS INTENDED FOR USE FOR ALL CONDITIONS, IN ORDER TO ASSIST IN MATERIAL SEPARATION FROM NATIVE SOILS AND PRESERVE ACCESS LOADS. 2.GRAVEL FILL MATERIAL SHALL CONSIST OF 1-4” CLEAN, DURABLE, SHARP-ANGLED CRUSHED STONE OF UNIFORM QUALITY, MEETING THE SPECIFICATIONS OF NYSDOT ITEM 703-02, SIZE DESIGNATION 3-5 OF TABLE 703-4. STONE MAY BE PLACED IN FRONT OF, AND SPREAD WITH, A TRACKED VEHICLE. GRAVEL SHALL NOT BE COMPACTED. 3.GEOGRID SHALL BE MIRAFI BXG110 OR APPROVED EQUAL. GEOGRID SHALL BE DESIGNED BASED ON EXISTING SOIL CONDITIONS AND PROPOSED HAUL ROAD SLOPES. 4.IF MORE THAN ONE ROLL WIDTH IS REQUIRED, ROLLS SHOULD OVERLAP A MINIMUM OF SIX INCHES. 5.REFER TO MANUFACTURER'S SPECIFICATION FOR PROPER TYING AND CONNECTIONS. 6.LIMITED USE PERVIOUS ACCESS ROAD SHALL BE TOP DRESSED AS REQUIRED WITH ONLY 1-4” CRUSHED STONE MEETING NYSDOT ITEM 703-02 SPECIFICATIONS. BASIS OF DESIGN: TENCATE MIRAFI BXG110 GEOGRIDS; 365 SOUTH HOLLAND DRIVE, PENDERGRASS, GA; 800-685-9990 OR 706-693-2226; WWW.MIRAFI.COM GEOWEB MATERIAL NOTES: 1.THE GEOWEB, OR COMPARABLE PRODUCT, IS SUGGESTED FOR USE ON ROAD PROFILES EXCEEDING 10%. THE GEOWEB PRODUCT IS INTENDED TO LIMIT SHIFTING STONE MATERIAL DURING USE. 2.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3.WHERE REQUIRED, A NATIVE SOIL WEDGE SHALL BE PLACED TO ACCOMMODATE ROAD CROSS SLOPE OF 2%. NATIVE SOIL SHALL BE COMPACTED TO MATCH EXISTING SOIL CONDITIONS. 4.GRAVEL FILL MATERIAL SHALL CONSIST OF 1-4” CLEAN, DURABLE, SHARP-ANGLED CRUSHED STONE OF UNIFORM QUALITY, MEETING THE SPECIFICATIONS OF NYSDOT ITEM 703-02, SIZE DESIGNATION 3-5 OF TABLE 703-4. STONE MAY BE PLACED IN FRONT OF, AND SPREAD WITH, A TRACKED VEHICLE. GRAVEL SHALL NOT BE COMPACTED. 5.GEOWEB SYSTEM SHALL BE PRESTO GEOSYSTEM GEOWEB OR APPROVED EQUAL. GEOWEB SHALL BE DESIGNED BASED ON EXISTING SOIL CONDITIONS AND PROPOSED HAUL ROAD SLOPES. 6.LIMITED USE PERVIOUS ACCESS ROAD SHALL BE TOP DRESSED AS REQUIRED WITH ONLY 1-4” CRUSHED STONE, SIZE 3A, MEETING NYSDOT ITEM 703-02 SPECIFICATIONS. 7.THE TOP EDGES OF ADJACENT CELL WALLS SHALL BE FLUSH WHEN CONNECTING. ALIGN THE I-SLOTS FOR INTERLEAF AND END TO END CONNECTIONS. THE GEOWEB PANELS SHALL BE CONNECTED WITH ATRA KEYS AT EACH INTERLEAD AND END TO END CONNECTIONS. REFER TO MANUFACTURER'S SPECIFICATION FOR PROPER INSTALLATION, TYING AND CONNECTIONS. 8.PREPARE THE SUBGRADE AS SHOWN ON THE CONSTRUCTION DRAWINGS. 9.COMPACT THE SOIL TO A MINIMUM 95% STANDARD PROCTOR. 10.VERIFY THAT THE SUBGRADE STRENGTH. IF UNACCEPTABLE, THE SOILS SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE ENGINEER. 11.WHERE REQUIRED, PROVIDE GEOTEXTILE SEPARATION LAYER. 12.WHERE REQUIRED, PLACE AND COMPACT SUBBASE MATERIAL TO A MINIMUM 95% STANDARD PROCTOR. 13.EXPAND THE GEOWEB SECTIONS INTO POSITION AND CONNECT THE END TO END INTERLEAF CONNECTIONS WITH ATRA KEYS. 14.PLACE THE SPECIFIED INFILL MATERIAL TO 2 INCHES ABOVE CELL WALLS AND COMPACT TO A MINIMUM 95% STANDARD PROCTOR. 15.PROVIDE ADDITIONAL SURFACE MATERIAL, AS SPECIFIED. BASIS OF DESIGN: PRESTO GEOSYSTEMS GEOWEB; 670 NORTH PERKINS STREET, APPLETON, WI; 800-548-3424 OR 920-738-1222; INFOR@PRESTOGEO.COM; WWW.PRESTOGEO.COM WOVEN GEOTEXTILE MATERIAL NOTES: 1.SPECIFIED GEOTEXTILE WILL ONLY BE UTILIZED IN PLACID SOILS. PLACID SOILS CONSIST OF POORLY DRAINED SOILS COMPOSED OF FINELY TEXTURED PARTICLES AND ARE PRONE TO RUTTING. PLACID SOILS ARE TYPICALLY PRESENT IN LOW-LYING AREAS WITH HYDROLOGIC SOILS GROUP (HSG) OF C OR D, OR AS SPECIFIED FROM AN ENVIRONMENTAL SCIENTIST, SOIL SCIENTIST, OR GEOTECHNICAL DATA. 2.THE CONCERN FOR POTENTIAL REDUCTION OF NATIVE INFILTRATION RATES DUE TO THE GEOTEXTILE MATERIAL WOULD NOT BE A SIGNIFICANT CONCERN IN POORLY DRAINED SOILS WHERE SEGREGATION OF PERVIOUS STONE AND NATIVE MATERIALS IS CRUCIAL FOR LONG TERM OPERATION AND MAINTENANCE. BASIS OF DESIGN: TENCATE MIRAFI RSI-SERIES WOVEN GEOSYNTHETICS; 365 SOUTH HOLLAND DRIVE, PENDERGRASS, GA; 800-685-9990 OR 706-693-2226; WWW.MIRAFI.COM VARIES (24' MAX.)8" MIN.TYPICAL FILL SECTION GRAVEL MATERIAL GEOGRID MATERIAL, PRESTO GEOSYSTEMS GEOWEB LOAD SUPPORT SYSTEM (OR APPROVED EQUAL) LIMITED USE ACCESS ROAD TO BE FLUSH WITH ENTRANCE AND MATCH EXISTING ELEVATION EXISTING GRADE GEOTEXTILE FABRIC TO BE USED IN PLACID SOIL AREAS ONLYEXISTING SUBGRADE EXISTING GRADE CUT LINE FILL CUT AREA WITH GRAVEL MATERIAL GEOWEB SYSTEM (TYP.) GEOTEXTILE FABRIC EXISTING GRADE GEOTEXTILE FABRICCOMPACTED EXISTING SUBGRADE, PREPARED SUBGRADE CBR=2.0% FILL AREA WITH GRAVEL MATERIAL 6" THICK GEOWEB SYSTEM (TYP.) COMPACTED EXISTING SUBGRADE, PREPARED SUBGRADE CBR=2.0% 1:4 SLOPE TO EXISTING GRADE 12" MIN. GRAVEL MATERIAL 2" WEARSURFACEATRA ANCHOR24"NO. 4 (1/2") BAR ATRA STAKE CLIP VARIES SEE SITE PLANS RACKING SYSTEMEXISTING GROUND VARIES SEE SITE PLAN SIDE VIEW TYPICAL SITE LAYOUT N.T.S.C503 2 VARIES SEE SITE PLANVARIES SEE SITE PLAN VARIES SEE SITE PLANPOST FOUNDATION LOCATION (TYP.)VARIES SEE SITE PLANVARIES SEE SITE PLAN VARIES SEE SITE PLANPOST FOUNDATION LOCATION (TYP.) PLAN VIEW PV SOLAR MODULES PV SOLAR MODULES VARIES SEE SITE PLANS RACKING SYSTEMEXISTING GROUND PLAN VIEW Revisions NO:DATE:DESCRIPTION: NOT F O R C O N S T R U C TI O N DRAWING NAME:J:\NORBUT SOLAR FARMS\2203009 - ENFIELD SOLAR DEV\DRAWINGS\CIVIL\C500 - CONSTRUCTION DETAILS.DWGDRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2020 LaBella Associates 4/6/2021 11:06:12 AMNORBUT SOLAR FARMS 1241 UNIVERSITY AVE, ROCHESTER, NY 14607 ENFIELD SOLAR DEVELOPMENT 56 APPLEGATE RD. S ENFIELD, NY 14850 2203009 REVIEW MARCH 2021 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. CONSTRUCTION DETAILS C503 BER DG