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1 3-D Model Images of Five High Fiber Roll Reinforced Lift Top View Side View Perspective View Front View
2 20" DIAMETER FIBER ROLLS INSTALLED AT.5: SLOPE APPROX. TOP FOUR FIBER ROLLS TO BE LOW-DENSITY (#7) AND PLUGGED WITH AMERICAN BEACHGRASS & QUACK 2" OC EXISTING GRADE 206 WILKINSON ECOLOGICAL DESIGN, INC. PROPOSED GRADE COMPATIBLE SEDIMENT TO PROVIDE AVERAGE COVER OF 4-6" OF COVER OVER PRE-VEGETATED FIBER ROLLS BOTTOM SIX FIBER ROLLS TO BE HIGH-DENSITY (#9) AND COVERED WITH LAYER OF EROSION CONTROL MESH AND C-700 COIR NETTING DB88 DUCKBILL ANCHORS ATTACHED TO 42" CABLES. ANCHORS SPACED 2.5' +/- OC ACROSS FACE OF FIBER ROLLS.5: TYP REMAINS OF SAND NOURISHMENT PLACED OVER HIGH-DENSITY FIBER ROLLS AT GREATER DEPTH TO PROVIDE SPECIFIED VOLUME OF SAND NOURISHMENT BOTTOM FIBER ROLLS TO BE COVERED WITH LAYER OF EROSION CONTROL MESH AND C-700 COIR NETTING CS304 COIR MARSH PILLOWS MADE OF 700 GRAM COIR BLANKET ENVELOPE FILLED WITH MIXED LOOSE COIR FIBER AND COMPOST CS33 SOIL LIFTS CONSISTING OF A SINGLE LAYER OF C-700 COIR NETTING AND MESH COMPARABLE TO THE CASING OF FIBER ROLLS 6"X6" ANCHOR POSTS SPACED 5' O.C. 07/05/206 /4" = '-0" FIBER ROLL REINFORCED LIFT SECTION,TYPICAL DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION PATENT PENDING 208 Scale: /4" = ' CS30 2-May-5 \\wilkinsonserver\redirectedfolders\jeremy\desktop\patient graphics\ _coastal stab details.dwg
3 6" DEEP HAND DUG LOCK-IN TRENCH, PER MANUFACTURER INSTRUCTIONS 20" DIAMETER FIBER ROLLS INSTALLED AT.5: SLOPE APPROX. TOP FIBER ROLLS TO BE LOW-DENSITY (#7) AND PLUGGED WITH AMERICAN BEACHGRASS & QUACK 2" OC EROSION CONTROL BLANKET (ECB) ON BANK COMPATIBLE SEDIMENT TO PROVIDE AVERAGE COVER OF 4-6" OF COVER OVER PRE-VEGETATED FIBER ROLLS 206 WILKINSON ECOLOGICAL DESIGN, INC. PAIRED DB88 DUCKBILL ANCHORS ATTACHED TO CABLES. ANCHORS SPACED 2.5' +/- OC ACROSS FACE OF FIBER ROLLS INTO UNDISTURBED SOIL.5: TYP. BOTTOM FIBER ROLLS TO BE HIGH-DENSITY (#9) AND COVERED WITH LAYER OF EROSION CONTROL MESH CS305 REMAINS OF SAND NOURISHMENT PLACED OVER HIGH-DENSITY FIBER ROLLS AT GREATER DEPTH TO PROVIDE SPECIFIED VOLUME OF SAND NOURISHMENT. ONLY ZINC-PLATED COPPER CRIMPS TO BE USED TO FASTEN ALL CABLES. 2. SET EACH DUCK BILL ANCHOR WITH PROPER FORCE APPLIED TO THE CABLE AS RECOMMENDED BY MANUFACTURER. 3. PAIRED DB88 DUCKBILL ANCHORS SHALL BE PLACED OVER EACH COURSE OF FIBER ROLLS AND SPACED SO EACH OVERLAP IS PROPERLY SUPPORTED ON EITHER SIDE TO SECURE THE JOINT. 900-GRAM 00% BIODEGRADABLE COIR FABRIC FIBER ROLL SECTION, TYPICAL DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION PATENT PENDING 208 Scale: 3/8" = ' 09/2/206 3/8" = '-0" CS30 -Sep-6 k:\design\04 programs\autocad\details\wed details\206092_coastal stab details.dwg
4 6" DEEP HAND DUG LOCK-IN TRENCH, PER MANUFACTURER INSTRUCTIONS 20" DIAMETER FIBER ROLLS INSTALLED AT.5: SLOPE APPROX. TOP FIBER ROLLS TO BE LOW-DENSITY (#7) AND PLUGGED WITH AMERICAN BEACHGRASS & QUACK 2" OC EROSION CONTROL BLANKET (ECB) ON BANK COMPATIBLE SEDIMENT TO PROVIDE AVERAGE COVER OF 4-6" OF COVER OVER PRE-VEGETATED FIBER ROLLS 206 WILKINSON ECOLOGICAL DESIGN, INC. PAIRED DB88 DUCKBILL ANCHORS ATTACHED TO CABLES. ANCHORS SPACED 2.5' +/- OC ACROSS FACE OF FIBER ROLLS INTO UNDISTURBED SOIL.5: TYP. BOTTOM FIBER ROLLS TO BE HIGH-DENSITY (#9) AND COVERED WITH LAYER OF EROSION CONTROL MESH SAND FILLED ENVELOPE CONSTRUCTED OF SINGLE LAYER OF BIODEGRADABLE JUTE-BURLAP AND TWO LAYERS OF 900 GRAM COIR FABRIC. ONLY ZINC-PLATED COPPER CRIMPS TO BE USED TO FASTEN ALL CABLES. 2. SET EACH DUCK BILL ANCHOR WITH PROPER FORCE APPLIED TO THE CABLE AS RECOMMENDED BY MANUFACTURER. 3. PAIRED DB88 DUCKBILL ANCHORS SHALL BE PLACED OVER EACH COURSE OF FIBER ROLLS AND SPACED SO EACH OVERLAP IS PROPERLY SUPPORTED ON EITHER SIDE TO SECURE THE JOINT. CS305 2 CS GRAM 00% BIODEGRADABLE COIR FABRIC FIBER ROLL SECTION, TYPICAL DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION PATENT PENDING 208 Scale: 3/8" = ' 0/24/206 3/8" = '-0" CS302 -Sep-6 k:\design\04 programs\autocad\details\wed details\206092_coastal stab details.dwg
5 206 WILKINSON ECOLOGICAL DESIGN, INC. SAND NOURISHMENT OF COMPATIBLE SEDIMENT 20" DIAMETER FIBER ROLLS 900-GRAM COIR FABRIC HIGH TENACITY MESH CABLES ATTACHED TO DB88 DUCKBILL ANCHORS SPACED 2.5' +/- OC 900-GRAM COIR FABRIC FIBER ROLL DETAIL, TYPICAL DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION PATENT PENDING 208 Scale: 2" = ' 09/2/206 2" = ' CS305 -Sep-6 k:\design\04 programs\autocad\details\wed details\206092_coastal stab details.dwg
6 2" UNTREATED HARDWOOD STAKES TO SECURE THE COIR FABRIC DUCKBILL, HELICAL OR OTHER EARTH ANCHOR SOIL LIFTS CONSISTING OF COMPACTED SAND SURROUNDED BY A SINGLE LAYER OF C-700 COIR NETTING AND HIGH TENACITY MESH COMPARABLE TO THE CASING OF FIBER ROLLS 208 WILKINSON ECOLOGICAL DESIGN, INC. 20" DIAMETER FIBER ROLLS CROSS WIRE CABLE CLAMP FASTENED PERPENDICULARLY TO ANCHOR CABLE TO ALLOW FOR LONGITUDINAL ANCHOR CABLES TO PROVIDE ADDITIONAL ANCHORING AT TERMINAL ENDS AND/OR INTERVALS SPACED ALONG THE FACE OF THE ARRAY DUCKBILL, HELICAL OR OTHER EARTH ANCHOR DUCKBILL ANCHORS MUST BE EMBEDDED MINIMUM OF 42" INTO SEDIMENT LONGITUDINAL ANCHORING ALTERNATIVE #2 DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION PATENT PENDING 208 Scale: 2" = ' 02/6/208 KK- 2" = ' P-2 5-Jul-6 k:\design\0 admin\patient graphics\autocad\208023_patent graphics 8474.dwg
7 6" DEEP HAND DUG LOCK-IN TRENCH, PER MANUFACTURER INSTRUCTIONS EROSION CONTROL BLANKET (ECB) ON BANK 20" DIAMETER FIBER ROLLS INSTALLED AT.5: SLOPE APPROX. WITH COVERING OF SAND TO PROTECT FROM UV BREAKDOWN 208 WILKINSON ECOLOGICAL DESIGN, INC..5: TYP. HELICAL ANCHORS ATTACHED TO CABLES. ANCHORS SPACED 2.5' +/- OC ACROSS FACE OF FIBER ROLLS INTO UNDISTURBED SOIL 900-GRAM 00% BIODEGRADABLE COIR FABRIC WITH SYNTHETIC MESH (OPTIONAL FOR VELOCITY ZONES) 900-GRAM 00% BIODEGRADABLE COIR FABRIC SAND NOURISHMENT OF COMPATIBLE SEDIMENT 02/6/208 3/8" = '-0" -KK HELICAL ANCHOR FIBER ROLL DETAIL DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION PATENT PENDING 208 Scale: 3/8" = ' P-5B 5-Jul-6 k:\design\0 admin\patient graphics\autocad\208023_patent graphics 8474.dwg
8 20" DIAMETER FIBER ROLLS INSTALLED AT.5: SLOPE APPROX. TOP FIBER ROLLS TO BE LOW-DENSITY (#7) AND PLUGGED WITH AMERICAN BEACHGRASS & QUACK 2" OC EXISTING GRADE 206 WILKINSON ECOLOGICAL DESIGN, INC. PROPOSED GRADE COMPATIBLE SEDIMENT TO PROVIDE AVERAGE COVER OF 4-6" OF COVER OVER PRE-VEGETATED FIBER ROLLS BOTTOM FIBER ROLLS TO BE HIGH-DENSITY (#9) AND COVERED WITH LAYER OF EROSION CONTROL MESH AND C-700 COIR NETTING DB88 DUCKBILL ANCHORS ATTACHED TO 42" CABLES. ANCHORS SPACED 2.5' +/- OC ACROSS FACE OF FIBER ROLLS.5: TYP REMAINS OF SAND NOURISHMENT PLACED OVER HIGH-DENSITY FIBER ROLLS AT GREATER DEPTH TO PROVIDE SPECIFIED VOLUME OF SAND NOURISHMENT CS34 SOIL LIFTS CONSISTING OF A SINGLE LAYER OF C-700 COIR NETTING AND MESH COMPARABLE TO THE CASING OF FIBER ROLLS 6"X6" ANCHOR POSTS SPACED 5' O.C. 09/2/206 /4" = '-0" FIBER ROLL REINFORCED LIFT SECTION,TYPICAL DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION PATENT PENDING 208 Scale: /4" = ' CS30 -Sep-6 k:\design\04 programs\autocad\details\wed details\206092_coastal stab details.dwg
9 EXISTING GRADE PROPOSED GRADE 20" DIAMETER FIBER ROLLS INSTALLED AT.5: SLOPE APPROX.TOP FIBER ROLLS TO BE LOW-DENSITY (#7) AND PLUGGED WITH AMERICAN BEACHGRASS & QUACK 2" OC 206 WILKINSON ECOLOGICAL DESIGN, INC. BOTTOM FIBER ROLLS TO BE HIGH-DENSITY (#9) AND COVERED WITH LAYER OF EROSION CONTROL MESH AND C-700 COIR NETTING DB88 DUCKBILL ANCHORS ATTACHED TO 42" CABLES. ANCHORS SPACED 2.5' +/- OC ACROSS FACE OF FIBER ROLLS.5: TYP SAND NOURISHMENT PLACED OVER HIGH-DENSITY FIBER ROLLS AT GREATER DEPTH TO PROVIDE SPECIFIED VOLUME OF SAND NOURISHMENT CS34 6"X6" ANCHOR POSTS SPACED 5' O.C. SOIL LIFTS CONSISTING OF A SINGLE LAYER OF C-700 COIR NETTING AND MESH COMPARABLE TO THE CASING OF FIBER ROLLS 09/02/206 /4" = '-0" FIBER ROLL REINFORCED LIFT SECTION,TYPICAL DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION PATENT PENDING 208 Scale: /4" = ' CS3 -Sep-6 k:\design\04 programs\autocad\details\wed details\206092_coastal stab details.dwg
10 PROPOSED GRADE EXISTING GRADE 20" DIAMETER FIBER ROLLS INSTALLED AT.5: SLOPE APPROX. TOP FIBER ROLLS TO BE LOW-DENSITY (#7) AND PLUGGED WITH AMERICAN BEACHGRASS & QUACK 2" OC COMPATIBLE SEDIMENT TO PROVIDE AVERAGE COVER OF 4-6" OF COVER OVER PRE-VEGETATED FIBER ROLLS 206 WILKINSON ECOLOGICAL DESIGN, INC. BOTTOM FIBER ROLLS TO BE HIGH-DENSITY (#9) AND COVERED WITH LAYER OF EROSION CONTROL MESH AND C-700 COIR NETTING.5: TYP REMAINS OF SAND NOURISHMENT PLACED OVER HIGH-DENSITY FIBER ROLLS AT GREATER DEPTH TO PROVIDE SPECIFIED VOLUME OF SAND NOURISHMENT CS34 BOTTOM FIBER ROLLS TO BE COVERED WITH LAYER OF EROSION CONTROL MESH AND C-700 COIR NETTING 6"X6" ANCHOR POSTS SPACED 5' O.C. DB88 DUCKBILL ANCHORS ATTACHED TO 42" CABLES. ANCHORS SPACED 2.5' +/- OC ACROSS FACE OF FIBER ROLLS 2" UNTREATED HARDWOOD STAKES TO SECURE COIR FABRIC SOIL LIFTS CONSISTING OF A SINGLE LAYER OF C-700 COIR NETTING AND MESH COMPARABLE TO THE CASING OF FIBER ROLLS FIBER ROLL REINFORCED LIFT SECTION,TYPICAL DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION PATENT PENDING 208 Scale: /4" = ' 09/2/206 /4" = '-0" CS32 -Sep-6 k:\design\04 programs\autocad\details\wed details\206092_coastal stab details.dwg
11 PROPOSED GRADE 20" DIAMETER FIBER ROLLS INSTALLED AT.5: SLOPE APPROX. TOP FIBER ROLLS TO BE LOW-DENSITY (#7) AND PLUGGED WITH AMERICAN BEACHGRASS & QUACK 2" OC COMPATIBLE SEDIMENT TO PROVIDE AVERAGE COVER OF 4-6" OF COVER OVER PRE-VEGETATED FIBER ROLLS 206 WILKINSON ECOLOGICAL DESIGN, INC. BOTTOM FIBER ROLLS TO BE HIGH-DENSITY (#9) AND COVERED WITH LAYER OF EROSION CONTROL MESH AND C-700 COIR NETTING REMAINS OF SAND NOURISHMENT PLACED OVER HIGH-DENSITY FIBER ROLLS AT GREATER DEPTH TO PROVIDE SPECIFIED VOLUME OF SAND NOURISHMENT CS34 BOTTOM FIBER ROLLS TO BE COVERED WITH LAYER OF EROSION CONTROL MESH AND C-700 COIR NETTING SOIL LIFTS CONSISTING OF A SINGLE LAYER OF C-700 COIR NETTING AND MESH COMPARABLE TO THE CASING OF FIBER ROLLS 2" UNTREATED HARDWOOD STAKES TO SECURE COIR FABRIC DB88 DUCKBILL ANCHORS ATTACHED TO 42" CABLES. ANCHORS SPACED 2.5' +/- OC ACROSS FACE OF FIBER ROLLS FIBER ROLL REINFORCED LIFT SECTION,TYPICAL DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION PATENT PENDING 208 Scale: /4" = ' 0/2/206 /4" = '-0" CS33 -Sep-6 k:\design\04 programs\autocad\details\wed details\206092_coastal stab details.dwg
12 SAND NOURISHMENT OF COMPATIBLE SEDIMENT 20" DIAMETER FIBER ROLLS 206 WILKINSON ECOLOGICAL DESIGN, INC. CABLES ATTACHED TO DB88 DUCKBILL ANCHORS SPACED 2.5' +/- OC HIGH TENACITY MESH 900-GRAM COIR FABRIC CS35 SOIL LIFTS CONSISTING COMPACTED SAND SURROUNDED BY A SINGLE LAYER OF C-700 COIR NETTING AND MESH COMPARABLE TO THE CASING OF FIBER ROLLS 2" UNTREATED HARDWOOD STAKES TO SECURE COIR FABRIC FIBER ROLL REINFORCED LIFT SECTION,TYPICAL DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION PATENT PENDING 208 Scale: 2" = ' 09/2/206 2" = ' -Sep-6 k:\design\04 programs\autocad\details\wed details\206092_coastal stab details.dwg CS34
13 206 WILKINSON ECOLOGICAL DESIGN, INC. 20" DIAMETER FIBER ROLLS CABLES ATTACHED TO DB88 DUCKBILL ANCHORS SPACED 2.5' +/- OC ACROSS FACE OF FIBER ROLLS HIGH TENACITY MESH 700 or 900-GRAM COIR FABRIC MATERIAL LAYERS OF FIBER ROLL REINFORCED LIFT DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION PATENT PENDING 208 Scale: 6" = ' 09/2/206 6" = ' CS35 -Sep-6 k:\design\04 programs\autocad\details\wed details\206092_coastal stab details.dwg
14 206 WILKINSON ECOLOGICAL DESIGN, INC. INSTALL 20" FIBER ROLL DOUBLE EROSION CONTROL BLANKET 900 GRAM COIR BLANKET AND 8-MONTH ECB DB88 DUCKBILL ANCHORS ATTACHED TO CABLES. ANCHORS SPACED 2.5' +/- OC COMPATIBLE SEDIMENT BioDblock BY ROLANKA, OR EQ. TO BE INSTALLED PER MANUFACTURER INSTRUCTIONS SLOPE AT 3: TO MEET EXISTING LANDWARD GRADE 5' REINFORCING UNTREATED HARDWOOD STAKES ANNUAL SAND NOURISHMENT, IF NECESSARY BIODBLOCK HYBRID SECTION, TYPICAL DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION PATENT PENDING 208 Scale: 3/8" = ' 09/2/206 3/8" = '-0" CS320 -Sep-6 k:\design\04 programs\autocad\details\wed details\206092_coastal stab details.dwg
15 COMPATIBLE SEDIMENT DOUBLE EROSION CONTROL BLANKET 900 GRAM COIR BLANKET AND 8-MONTH ECB 206 WILKINSON ECOLOGICAL DESIGN, INC. NATIVE MARITIME GRASSES (REFER TO PLANT SPECIFICATIONS) 2" UNTREATED HARDWOOD STAKES TO SECURE COIR FABRIC SLOPE AT 3: TO MEET EXISTING LANDWARD GRADE 5' REINFORCING UNTREATED HARDWOOD STAKES BioDblock BY ROLANKA, OR EQ. TO BE INSTALLED PER MANUFACTURER INSTRUCTIONS ANNUAL SAND NOURISHMENT, IF NECESSARY EXISTING GRADE AT BEACH BIODBLOCK SECTION, TYPICAL DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION Scale: 3/8" = ' 09/2/206 3/8" = '-0" CS32 -Sep-6 k:\design\04 programs\autocad\details\wed details\206092_coastal stab details.dwg
16 6" DEEP HAND DUG LOCK-IN TRENCH, PER MANUFACTURER INSTRUCTIONS BANK TO BE PLANTED WITH NATIVE WOODY & HERBACEOUS SPECIES WHERE DISTURBED BY FIBER ROLL INSTALLATION 206 WILKINSON ECOLOGICAL DESIGN, INC. 20" DIAMETER FIBER ROLLS INSTALLED AT.5: SLOPE APPROX.TOP FIBER ROLLS TO BE LOW-DENSITY (#7) AND PLUGGED WITH AMERICAN BEACHGRASS & QUACK 2" OCCOMPATIBLE SEDIMENT TO PROVIDE AVERAGE COVER OF 4-6" OF COVER OVER PRE-VEGETATED FIBER ROLLS BOTTOM FIBER ROLLS TO BE HIGH-DENSITY (#9) AND COVERED WITH LAYER OF EROSION CONTROL MESH AND C-700 COIR NETTING REMAINS OF SAND NOURISHMENT PLACED OVER HIGH-DENSITY FIBER ROLLS AT GREATER DEPTH TO PROVIDE SPECIFIED VOLUME OF SAND NOURISHMENT DB88 DUCKBILL ANCHORS ATTACHED TO 42" CABLES. ANCHORS SPACED 2.5' +/- OC ACROSS FACE OF FIBER ROLLS 900-GRAM 00% BIODEGRADABLE COIR FABRIC 2: TYP ' x 2' x 6" GABION, VINYL COATED WELDED GALVANIZED WIRE BASKET GABION FIBER ROLL ARRAY SECTION, TYPICAL DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION PATENT PENDING 208 Scale: /4" = ' 09/2/206 /4" = '-0" CS330 -Sep-6 k:\design\04 programs\autocad\details\wed details\206092_coastal stab details.dwg
17 DB88 DUCKBILL ANCHORS ATTACHED TO /4" CABLES. ANCHORS SPACED 2.5' +/- OC NATIVE MARITIME GRASSES (BY OTHERS) COIR ENVELOPE 4' WIDE X 3' HEIGHT 2 CS WILKINSON ECOLOGICAL DESIGN, INC. SAND NOURISHMENT AS NECESSARY SAND DRIFT FENCE COMPANY NAME ADDRESS CITY, STATE, ZIP CODE PHONE NUMBER EXISTING GRADE COIR ENVELOPE SECTION TYP. DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION Scale: /4" = ' SEAMS TO BE HAND STITCHED WITH FT OVERLAP BETWEEN LAYERS /4" CABLE 2 LAYERS OF COIR (000GRAM) 20OZ JUTE-BURLAP WITH NATURAL POLYMER COMPATIBLE SAND FILL 09/2/206 /4" = ' 2 COIR ENVELOPE DETAIL DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION Scale: 3/4" = ' CS340 -Sep-6 k:\design\04 programs\autocad\details\wed details\206092_coastal stab details.dwg
18 SAND NOURISHMENT FIBER ROLL ARRAY 2 CS350 SOIL LIFTS CONSISTING OF 20 OZ BIODEGRADABLE JUTE-BURLAP FABRIC LAYER WITH 2 OUTER LAYERS OF COIR (000GRAM) 2" UNTREATED HARDWOOD STAKES TO SECURE COIR FABRIC 206 WILKINSON ECOLOGICAL DESIGN, INC. SOIL LIFT SECTION, TYPICAL DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION PATENT PENDING 208 Scale: /4" = ' 20 OZ BIODEGRADABLE JUTE-BURLAP FABRIC LAYER 2 LAYERS OF COIR (000GRAM) COMPATIBLE SAND FILL HARDWOOD 3' O.C. TO HOLD COIR IN PLACE SOIL LIFT DETAIL, TYPICAL 2 DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION PATENT PENDING 208 Scale: 2" = ' 09/2/206 /4" = '-0" CS350 -Sep-6 k:\design\04 programs\autocad\details\wed details\206092_coastal stab details.dwg
19 4"-5" THICK, 3'- 4' WIDE SALT MARSH PILLOWS MADE OF 700 GRAM COIR BLANKET ENVELOPE FILLED WITH MIXED LOOSE COIR FIBER AND COMPOST 206 WILKINSON ECOLOGICAL DESIGN, INC. NATIVE MARITIME GRASSES (REFER TO PLANT SPECIFICATIONS) /4" BIODEGRADABLE ROPE "x"x 30" REINFORCING UNTREATED HARDWOOD STAKES PAIRED DB88 DUCKBILL ANCHORS EMBEDDED 42" INTO SEDIMENT. PILLOWS FASTENED TO STEEL AIRCRAFT CABLES WITH FOUR ANCHORS PER PILLOW COIR MARSH PILLOW DETAIL, TYPICAL DETAIL PROVIDED BY WILKINSON ECOLOGICAL DESIGN, SPECIALISTS IN CONSTRUCTION Scale: 3/4" = ' 09/2/206 3/4" = '-0" CS360 -Sep-6 k:\design\04 programs\autocad\details\wed details\206092_coastal stab details.dwg
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