Laserfiche WebLink
WIRE MESH REINFORCEMENT <br />(OPTIONAL) <br />METAL, WOOD POST, OR STAKE. <br />8' MAX. SPACING, 2' INTO GROUND. <br />DIRECTION <br />OF RUNOFF <br />NATURAL SOIL <br />ENGINEERING FABRIC <br />FABRIC ANCHORAGE <br />TRENCH. BACKFILL WITH <br />TAMPED NATURAL SOIL <br />IIIIIIA <br />_I=1 I I=11 I I I 11 I III=111- <br />I_ — <br />III ,,,,III—I —III—I <br />1 I IIIIIIIIII—III <br />'1-IIII�IIIII; II111 <br />NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WIRE MESH <br />WITH HOG RINGS, STEEL POSTS WITH WIRES, OR WOOD POSTS WITH STAPLES. <br />SILT FENCE <br />0 INSTALLATION DETAIL <br />157 <br />HARD SURFACE/ <br />PUBLIC ROAD <br />NOT TO SCALE <br />4ij4//M4/ <br />1"-2" WASHED ROCK <br />GEOTEXTILE FABRIC <br />6" MINIMUM <br />© ROCK CONSTRUCTION ENTRANCE <br />8" CURLEX SEDIMENT LOGS® <br />GROUND <br />FLOW <br />NOT TO SCALE <br />NOTES: <br />1. SAND BAG SPACING SHALL BE 2 FEET O.C. <br />SAND BAG <br />SEDIMENT LOG DETAIL <br />OR APPROVED EQUAL <br />NOT TO SCALE <br />P:\Projects\Projects - 2014\12146115- Lino Lakes Fire Station\C. Design\Drawing Files\12146115 C7.dwg <br />A <br />• <br />.4 <br />•4,4 <br />'• lb. <br />NOTE: <br />FW300 MIRAFI FABRIC OR EQUAL <br />PLAN <br />stAreppp <br />WOVEN FILTER <br />FABRIC <br />MN/DOT CLASS III <br />RIP -RAP <br />MN/DOT CLASS III <br />RIP -RAP <br />wV4�. <br />•• �-dJ' <br />fir, nom:, <br />5D (10' MIN.) <br />SECTION A -A <br />RIP -RAP AT OUTLETS <br />NOT TO SCALE <br />PLAN <br />::4•10. c0704 ..tRo <br />40 04 <br />WOVEN FILTER <br />FABRIC <br />WOVEN FILTER <br />FABRIC <br />MN/DOT CLASS III <br />RIP -RAP <br />MN/DOT CLASS III <br />RIP -RAP <br />NOTE: <br />500X MIRAFI FABRIC OR EQUAL <br />2' <br />//,//,//,//,/ <br />5D (10' MIN.) <br />SECTION A -A <br />RIP -RAP AT RAIN <br />© GUARDIAN OUTLET DETAIL <br />457 NOT TO SCALE <br />WOVEN FILTER <br />FABRIC <br />(ELEVATION -SEE PLAN) <br />EXTEND FABRIC 1 FOOT <br />BEYOND LIMITS OF <br />RIP RAP WITH MINIMUM <br />1 FOOT OF COVER (TYP.) <br />PER PLAN <br />PER PLAN <br />10' <br />GEOTEXTILE <br />FABRIC <br />PLACE RIP RAP ON <br />6 INCHES OF 2 INCH <br />ROCK BEDDING OVER <br />GEOTEXTILE FABRIC <br />CL. II RIP RAP <br />SECTION A -A <br />PLAN <br />15' <br />(EOF-SEE PLAN) <br />GEOTEXTILE <br />FABRIC <br />PLACE RIP RAP ON <br />6 INCHES OF 2 INCH <br />ROCK BEDDING OVER <br />GEOTEXTILE FABRIC <br />CL. II RIP RAP <br />SECTION B -B <br />TYPICAL RIP RAP <br />WEIR OVERFLOW <br />NOT TO SCALE <br />SLOPE INSTALLATION <br />(5cm-12.5cm) <br />12" <br />(30 cm) <br />i1i <br />,V <br />• <br />AV OW <br />MOUND LAST 2 FEET <br />OF RIP RAP 1 FOOT DEEP <br />(TOP OF RIP RAP SHALL BE <br />LOWER THAN OVERFLOW ELEVATION) <br />EXTEND FABRIC 1 FOOT <br />BEYOND LIMITS OF <br />RIP RAP WITH MINIMUM <br />1 FOOT OF COVER (TYP.) <br />(15 cm) <br />1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION <br />OF LIME, FERTILIZER, AND SEED. <br />NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. <br />2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH <br />WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE <br />RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. <br />BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) <br />PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF <br />STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's. <br />3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE <br />AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES <br />IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES <br />SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. <br />4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING <br />ON RECP's TYPE. <br />5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE <br />3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE <br />RECP's WIDTH. <br />NOTE: <br />*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO <br />PROPERLY SECURE THE RECP's. <br />NORTH <br />AMERICAN <br />GREEN <br />EROSION CONTROL Products <br />Guaranteed SOLUTIONS <br />14649 HIGHWAY 41 NORTH <br />EVANSVILLE, IN 47725 <br />800-772-2040 <br />www.nagreen.com <br />Category 4 Erosion Control Blanket: <br />North American Green S150 erosion control blanket <br />or approved equal. <br />Top Net Bottom Net <br />Polypropylene Polypropylene <br />1.5 lbs/1,000 ft2 1.5 lbs/1,000 ft2 <br />(0.73 kg/100 m2) approx. wt. (0.73 kg/100 m2) approx. wt. <br />Straw Fiber <br />0.50 LBS/YD2 <br />(0.27 KG/M2) <br />Thread <br />Photodegradable <br />Staples/Anchors: <br />The type of anchors used to secure the blanket to the <br />ground shall be Steel wirel l Gauge 1" wide x 8" long. <br />EROSION CONTROL BLANKET <br />gir NOT TO SCALE <br />V <br />i 0 <br />O 'L( <br />vi a) 2 <br />. _ ca <br />V/JN <br />JwM <br />REVISIONS: <br />C3) <br />co <br />COLO <br />N <br />CO co <br />LCD <br />(.0 <br />4} w <br />2 <br />Q� 1- <br />E _i Lu <br />- OZ 7 0 <br />wDoz <br />CL 0 Q 7 <br />Ca z0OL< <br />Q - w 0 <br />J Hz(n <br />m = z z <br />▪ o—wz <br />Q d Q z <br />H�z00 <br />>°'inU)¢ <br />U ()-w. <br />cawon <br />w�w <br />UCC7aF- <br />} (DU) ( w <br />maILo0 <br />www <br />2 0 U Q"' <br />O <br />- O 5 Li - <br />G. Meyer, P.E. <br />CS) 0) <br />Ln <br />0 <br />z <br />O <br />uJ <br />rn <br />w <br />1- <br />LU 0 <br />COMM: 12146115 <br />01/19/15 <br />Addendum No. 2 <br />Lr) <br />(O <br />N <br />Watershed Submittal <br />LO <br />C) <br />CO <br />Watershed Comments <br />Lf) <br />N <br />Watershed Revs <br />L0 <br />Watershed Revs <br />L0 <br />CV <br />d <br />10 <br />N) <br />0) <br />rn <br />CO <br />LO <br />4 <br />N <br />10 <br />SUITE 504 APPLE VALLEY, MN <br />as <br />0 <br />�\ <br />( ) <br />0 <br />LL <br />Lino Lakes <br />1710 Birch Street <br />Lino Lakes, Minnesota <br />Details <br />ci <br />z <br />5 <br />(0)- <br />F F <br />0 <br />