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sections 7209N and 7301 of the New York State Education Law for any person, unless acting under the direction of a registered architect, licensed engineer or land surveyor to alter this drawing. If altered such R.A., P.E. or L.L.S. shall affix his or her seal, signature, the date,the notation "Altered By" and a specific description of the alteration. All Rights Reserved. Reuse of these documents without the expressed written permission of CARMINAWOOD DESIGN is prohibited. WARNING it is a violation of article 145 Greensboro Utica SANDBAG 10 mil PLASTIC LINING Buffalo 3' 2"X4" WOOD FRAME DEWATERING CONCRETE BLOCK BERM 1.5' MAX. STAKE SECTION A-A FLOW NOT TO SCALE FLOW FABRIC LATH AND STRAW BALE FLAGGING ON 2:1 SLOPE GRAVEL FILTER 10' MIN. BINDER WIRE 3 SIDES 3' MIN. STONE & BLOCK PLAN VIEW STAPLES PLYWOOD (2 PER BALE) 10 mil PLASTIC SANDBAG LINING 48"X24" BLACK LETTERS TEMPORARY WIRE SCREEN PAINTED WHITE 6" HEIGHT SEDIMENT POOL DEWATERING A A VARIES SECTION B-B CONCRETE LAG SCREWS DROP INLET BURIED FABRIC WOOD OR NOT TO SCALE WASHOUT WITH GATE 1'MIN. 16" METAL STAKES WOOD POST FLOW 36" FRAME 2'MAX. (2 PER BALE) 10' MIN. 3.5"X3.5"X8' FLOW BERM 36" 2" DROP INLET EXCAVATED AREA (AS REQUIRED) WITH GATE 1' MIN. CONCRETE WASHOUT 10 mil PLASTIC LINING SEDIMENT B B SIGN DETAIL PLAN (OR EQUIVALENT) VARIES SIDE SLOPE 2:1 GATHER EXCESS AT TEMPORARY SEDIMENT POOL STONE & BLOCK DETAIL NOT TO SCALE CORNERS 2" TYPE "BELOW GRADE" 1'MIN. 2:1 SLOPE 3:1 SLOPE WIRE MESH (OPTIONAL) EXCAVATED DEPTH MIN. 1' TO A CONSTRUCTION SPECIFICATIONS 2'MAX. 1' 10 mil PLASTIC LINING 8" MAX. 2' BELOW TOP OF INLET. WEEP HOLES GRAVEL SUPPORTED BY HARDWARE 1.12" DIA FOR CLOTH TO ALLOW DRAINAGE AND 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. FINE GRAVEL FACE STEEL WIRE DEWATERING RESTRICT SEDIMENT MOVEMENT. (1'MIN. THICKNESS) STAPLE 3" STONE 10 mil PLASTIC LINING STRAW BALE DETAIL 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO PLAN (TYP) WOOD FRAME SECURELY THE NEXT STAKE. "DOUGHNUT" DETAIL NOT TO SCALE FASTENED AROUND SECTION B-B ENTIRE PERIMETER NOT TO SCALE 3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. TYPE "ABOVE GRADE" WITH STRAW BALES WITH TWO STAKES CONSTRUCTION SPECIFICATIONS Proposed Bank CONSTRUCTION SPECIFICATIONS 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR DEWATERING. FOUNDATION SHALL BE 2 INCHES MINIMUM BELOW REST NOTES OF 10' MIN. FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. INLET AND BLOCKS SHALL BE PLACED AGAINST INLET FOR SUPPORT. TWO-STACKED 1. CLEAR THE AREA OF ALL DEBRIS THAT WILL HINDER EXCAVATION. 1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. 2X12 ROUGH 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO2. B B WOOD FRAME HARDWARE CLOTH OR 1/2" WIRE MESH SHALL BE PLACED OVER BLOCK OPENINGS TO SUPPORT STONE. 2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE 2. GRADE APPROACH TO THE INLET UNIFORMLY AROUND THE BASIN. THE STAKES AND FRAME. TEMPORARY CONCRETE WASHOUT FACILITY. VARIES 3. USE CLEAN STONE OR GRAVEL 1/2-3/4 INCH IN DIAMETER PLACED 2 INCHES BELOW TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER. 3. WEEP HOLES SHALL BE PROTECTED BY GRAVEL. 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. 3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT STAKE (TYP) © CARMINA WOOD DESIGN 4. FOR STONE STRUCTURES ONLY, A 1 FOOT THICK LAYER OF THE FILTER STONE WILL BE PLACED AGAINST THE 3 INCH STONE AS SHOWN ON THE FACILITIES SHALL BE REMOVED FROM THE SITE OF THE WORK AND 4. MAXIMUN DRAINAGE AREA 1 ACRE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA, SEAL WEEP HOLES, FILL BASIN WITH STABLE SOIL TO FINAL GRADE, DISPOSED OF OR RECYCLED. West Seneca, NY DRAWINGS. 1465 Union Road COMPACT IT PROPERLY AND STABILIZE WITH PERMANENT SEEDING. MAXIMUM DRAINAGE AREA 1 ACRE 4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY MAXIMUM DRAINAGE AREA 1 ACRE THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES TYPE "ABOVE GROUND" SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT 10 mil PLASTIC LINING PLAN WITH WOOD PLANKS EROSION. NOT TO SCALE INLET PROTECTION DETAIL 1 INLET PROTECTION DETAIL 2 INLET PROTECTION DETAIL 3 CONCRETE WASHOUT DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOTE: INSTALL ONE OF THE INLET PROTECTION OPTIONS SHOWN PRIOR TO CONSTRUCTION Date 50'MIN. EXISTING 3' 5: PAVEMENT FILTER CLOTH (SECURELY ATTACHED 1 TO STAKES) 6"MIN. 10' MAX. C. TO C. MOUNTABLE BERM EXISTING FILTER GROUND CLOTH PROFILE (OPTIONAL) 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND No. Description 50'MIN. REVISIONS: HEIGHT OF FILTER = 16" MIN. REFER TO 10'MIN. EXISTING NOTE #7 GROUND EMBED FILTER CLOTH A EXISTING OW OW 12'MIN. / 24' MAX. 12'MIN. FL FL MIN. OF 6" IN GROUND. PAVEMENT WOODEN STAKES ON 10' LINEAL SPACING REFER TO FILTER CLOTH DEPTH PERSPECTIVE VIEW 2"x2" WOODEN STAKE NOTE #7 10'MIN. MARKINGS SILT SOCK (8" MIN) PLAN VIEW ARY AREA TO BE CTION PROTECTED 3" TO 4" CONSTRUCTION SPECIFICATIONS 36" MIN. FENCE POST POSTS SHALL BE A MINIMUM OF 20" WATER FLOW AREA TO BE PROTECTED SILT SOCK WORK AREA 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. FILTER CLOTH ATTACHED TO POST ABOVE THE EXISTING GRADE CONSTRU PRELIMIN FLOW 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD UNDISTURBED GROUND WORK AREA APPLY). 12"± COMPACTED SOIL 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. EMBED FILTER CLOTH POSTS SHALL BE A MINIMUM OF 16" A MIN. OF 6" IN GROUND BELOW THE EXISTING GRADE 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS NOT FOR 4" OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. SECTION VIEW PLAN VIEW SECTION VIEW 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. NOTES: 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED CONSTRUCTION SPECIFICATIONS ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. CONTRACTOR SHALL INSPECT AND MAINTAIN SILT SOCK AS NEEDED DURING THE DURATION OF CONSTRUCTION PROJECT. 1. WOVEN FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OR "U" TYPE OR HARDWOOD. CONTRACTOR SHALL REMOVE SEDIMENT COLLECTED AT THE BASE OF THE SILT SOCK WHEN IT21HAS OF THE REACHED EXPOSED OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC HEIGHT OF THE SILT SOCK. ALTERNATIVELY, RATHER THAN CREATE A SOIL DISTURBING ACTIVITY, THE ENGINEER MAY CALL FOR RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. TEMPORARY ASPHALT SHALL BE PLACED WITHIN RIGHT-OR-WAY TO 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED. ADDITIONAL SILT SOCK TO BE ADDED AT AREAS OF HIGH SEDIMENTATION, PLACED IMMEDIATELY ON TOP OF THE EXISTING ENSURE THIS. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. SEDIMENT LADEN SILT SOCK. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN DRAWING NAME: 3. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. Demo & Erosion Control Details SILT SOCK DETAIL STABILIZED CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE SILT FENCE DETAIL NOT TO SCALE NOT TO SCALE Date: 1/20/26 Drawn By: A. Pandolfe Scale: As Noted DRAWING NO. C-002 Project No: 25-4181 Page 5 of 65