Loading...
HomeMy WebLinkAboutC1.10 EROSION CONTROL DETAILS AHLOUIST, PROVIDE SEDIMENT TRAP ON DOWN GRADIENT SIDE (OR BOTH SIDES) AS 1144 S. SILVERSTONE WAY SUITE 500 REQUIRED' MERIDIAN, ID 83642-7381 OR IAS DICE _ WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE, FLUSH SURFACE STONE TOWARD ATEp By MAX. 6" MESH SPACING) SEDIMENT TRAP WITH HIGH VOLUME IOCAL REQUIREtv M TS C WATER SURFACE SEENFLOW AS DED TO MAINTAIN LEAE. PLACEMENT OF SEDIMENT TRAP SHALL BE AT LEAST THE MINIMUM DISTANCE A FROM THE RIGHT OF WAY AS REQUIRED COPYRIGHT© 2024 BY LOCAL JURISDICTION. 2"-3" CRUSHED STONE M2� OVERFLOW WEIR 61 O COMPACTED BACKFILL OVERLAP GEOTEXTILE AND/OR WOVEN ��FP�OP SEDIMENT TRAP WIRE FENCE ACROSS TWO STAKESKimley * Horn WHEN NECESSARY TO CONTINUE S , FENCE �`' R9 0 5 F �� ��FFT M� N/•17 8 EET (MAX) j/ /NCI"ES M/�/M ? M 1100 West Idaho St.,Suite 210 MIN) SECURELY FASTEN FENCE MATERIAL III-�I TO BOTH STAKES WITH TIES OR Boise, ID 83702 I Tel. No.(208)845-0089 10" MINIMUM 2 FLOW 11=III-III- OTHER FASTENERS -I II .I 11 A 3"-4" CLEAN STONE J 3:1 SLOPE TO MATCH w _ �� 9 CONSULTANT 4b �\ AND OUTSIDETSLOPE IDE ELEVATION =III- GEOTEXTILE UNDERLINER �I 6" CRUSHED STONE BASE COMPACTED BACKFILL PLAN O)N WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, POSTS: STEEL EITHER T OR U TYPE. 50' MIN. �o�FSS\ ANS�NG��,�� MAX. 6" MESH SPACING) WITH GEOTEXTILE COVER FENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX 20' ® 2% MIN. 20' ® 2% MIN. R�Es Q MESH OPENING 19524 / 2% �� 04/10/2025 2. FABRIC: 2 AMOCO 1198 �O ^ BELTECH 810 UNp ��N� -� 6" CRUSHED 27� Do x o 3. MIRAFI 130X GRO STONE BASE 1' CpMPA�TED vM 5. OF S4. N915 SC190 F�O� (SPECIFY) GEOTEXTILE LINER MIN IN. cy�q ATR III CK FINISH GRADE BACKFILL PROVIDE CULVERTS AS 10" OF 2"-3" I-II- - REQUIRED TO CARRY CLEAN STONE -IIL-III-'' -IIL -I - '' -IIL-IIIL FLOW F�O� PRE-EXISTING DITCH FLOW SECTION A-A IIL-IIL-IIL-IIL-IIL-IIL-I -III-' STAMP ELEVATION IMPERVIOUS LINER 3' MIN. DEPTH COMPACTED SOIL \�\ \ No. Description Date EXTEND IRE FENCE A UNDISTURBED EXTEND \ �� MIN. OF 2' INTO TRENCH BERM /,\� 2"-3" CLEAN STONE TRENCWj� EMBEDDED GEOTEXTILE FABRIC SEDIMENT 12" SECTION A-A /j MIN. 6" INTO GROUND TRAP 12" MIN. W/ 6" LAID ALONG BOTTOM 6" CRUSHED STONE BASE A-A-SECTION OF TRENCH (SPECIFY) GEOTEXTILE LINER NOTES 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. 10" THICK MIN. - 2"-3" CLEAN STONE 1. IMPERVIOUS LINER SHOULD BE A MINIMUM OF 10 MIL POLYETHYLENE 2. GEQTEXTILE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY SECTION B-B SHEETING AND SHOULD BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT COMPROMISE 24 AT TOP AND MID SECTION. THE IMPERMEABILITY OF THE MATERIAL. 3. WHEN TWO SECTIONS OF GEOTEXTILE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL SHALL BE REMOVED WHEN BULGES DEVELOP IN THE SILT FENCE. 5. ALL SILT FENCE SHALL INCLUDE WIRE SUPPORT UNLESS INDICATED OTHERWISE 1 SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT SCALE: NITS 2 SILT FENCE OVERLAP DETAIL SCALE: NITS 3 VEHICLE TRACKING CONTROL SCALE: NITS 4 CONCRETE WASHOUT DETAIL SCALE: NITS Project Number N/A Date 4/10/2025 DANDY CURB SACKTM STORM DANDY SACK TM U) SEWER DANDY SACK TM DANDYTM LU GRATE OOODOOO�OOO SPECIFICATIONS SPECIFICATIONS SACK TIONS LIFT NOTE: THE DANDY SACK'" WILL BE MANUFACTURED IN THE U.S.A. FROM A WOVEN IN THE U.S.A. FROM A WOVEN STRAPS MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: NOTE: A CK"' WILL E MANUFACTURED EX SEE ONOFI AMENT FABRIC THAT MEETS OR THFOLLOWING SPECIFICATIONS: REINFORCED STORM CORNERS OPTIONAL REGULAR FLOW DANDY SACK"' (BLACK) GRATE OVERFLOW CURB REGULAR FLOW DANDY CURB SACK"' (BLACK) UJ PORTS Mechanical Properties Test Method Units MARV OPENING y Mechanical Properties Test Method Units MARV O m ` Grab Tensile Strength ASTM D 4632 kN Ibs 1.78 400 x 1.40 315 000000000000000 LIFT Grab Tensile Strength ASTM D 4632 kN Ibs 1.78 400 x 1.40 315 L O 00 00 00 00 MANAGEABLE �4 GrobPuncture Strength on ASTM D 4833 kN ASTM D 4632 %Ibs 0.67 15 x 150 OOOOpO�OpOO�OpOO�Op00 STRAPS GrabPuncture StrengthElongation ASTM D 4632 ASTM D 4833 kN % 15 Ibs 0.67 x 15 150 2 FOOT Mullen Burst Strength ASTM D 3786 kPa (psi) 5506 800 000000 \ CURB Mullen Burst Strength ASTM D 3786 kPa (psi) 5506 800 Y Trapezoid Tear Strength ASTM D 4533 kN Ibs 0.67 150 x 0.73 165 CONTAINMENT FILTER Trapezoid Tear Strength ASTM D 4533 kN Ibs 0.67 150 x 0.73 165 o UV Resistence ASTM D 4355 % 90 REINFORCED UV Resistence ASTM D 4355 % 90 AREA Apparent Opening Size ASTM D 4751 Mm US Std Sieve 0.425 40 Apparent Opening Size ASTM D 4751 Mm US Std Sieve 0.425 40 m Flow Rate ASTM D 4491 1 min m' al min ft' 2852 70 CORNERS OPTIONAL Flow Rate ASTM D 4491 1 min m' al min ft' 2852 70 DUMPING Permittivity ASTM D 4491 Sec-' 0.90 OUTFLOW Permittivity ASTM D 4491 Sec-' 0.90 s STRAPS PORTS HI-FLOW DANDY SACK" (SAFETY ORANGE) MANAGEABLE ® HI-FLOW DANDY CURB SACK[` (SAFETY ORANGE) LU STORM 2 FOOT INLET Mechanical Properties Test Method Units MARV CONTAINMENT Mechanical Properties Test Method Units MARV AREA m Grab Tensile Strength ASTM D 4632 kN Ibs 1.62 365 X 0.89 200 Grab Tensile Strength ASTM D 4632 kN Ibs 1.62 365 X 0.89 200 Grab Tensile Elongation ASTM D 4632 % 24 X 10 N Grab Tensile Elongation ASTM D 4632 % 24 X 10 Puncture Strength ASTM D 4833 kN Ibs 0.40 (90) Puncture Strength ASTM D 4833 kN Ibs 0.40 90 Mullen Burst Strength ASTM D 3786 kPa (psi) 3097 450 Mullen Burst Strength ASTM D 3786 kPa (psi) 3097 450 Trapezoid Tear Strength ASTM D 4533 kN Ibs 0.51 115 X 0.33 75 m Trapezoid Tear Strength ASTM D 4533 kN Ibs 0.51 115 X 0.33 75 E UV Resistence ASTM D 4355 % 90 UV Resistence ASTM D 4355 % 90 0 Apparent O enin Size ASTM D 4751 Mm US Std Sieve 0.425 40 DUMPING Apparent Opening Size ASTM D 4751 Mm US Std Sieve 0.425 40 Flow Rate ASTM D 4491 1 min m' al min ft' 5907 145 Flow Rate ASTM D 4491 1 min m' al min ft' 5907 145 Y Permittivity ASTM D 4491 Sec-' 2.1 STRAPS Permittivity ASTM D 4491 Sec-' 2.1 T a C 3 m *Note: All Dandy SacksT"' can be ordered with our optional oil absorbent pillows *Note: All Dandy Sock sT" can be ordered with our optional oil absorbent pillows N O 6 . e U 3 d J E D&Km)w o �aop��pg DGL�ID�Z N U Iv�QOO OM646 DETAIL OF INLET SEDIMENT CONTROL DEVICE DETAIL OF INLET SEDIMENT CONTROL DEVICE WITH CURB FILTER a PROJECT: DR. BY- PROJECT: DR. BY: UJ O CITY/STATE: DATE: DR. N0: CITY/STATE: DATE: DR. NO: Q a 3 m a o m a n m o U � - 3 o 6 5 CURB INLET PROTECTION DETAIL SCALE: NITS U NITS DROP INLET PROTECTION DETAIL SCALE: Z01 m m N O El 01 O o w U N a oT UU - w w Z Y Q � a a I- U w w 0 O / N O U 0_ o ❑ O � Q U .� Hc L w N ry N w � J_ o c UJ F G � m Z w -a H' � (0 U a SHEETTITLE � m c � o Q 2 m L g L J `O U r o _I m o 0 3 Y CAUTION: NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING , °? Y , `6 - s UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES ❑ a � 3 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Know what's below. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig