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n <br />2 <br />3 <br />4 <br />5 <br />u <br />7 <br />u <br />8 <br />A <br />B <br />C <br />0 <br />HARD SURFACE/ <br />PUBLIC ROAD <br />1"-2" WASHED ROCK` <br />GEOTEXTILE FABRIC <br />6" MINIMUM <br />ROCK CONSTRUCTION ENTRANCE <br />NOT TO SCALE <br />8" CURLEX SEDIMENT LOGS® WOOD STAKE OR SAND BAG <br />0 o WOOD STAKE TO ONLY <br />PENETRATE NETTING, <br />o� NOT CURLEX MATERIAL® <br />0 <br />FLOW oC� GROUND <br />z <br />N <br />l <br />NOTES: <br />1. STAKE OR SAND BAG SPACING SHALL BE 2 FEET O.C. <br />2 BIO ROLL DETAIL <br />NOT TO SCALE <br />WIRE MESH REINFORCEMENT <br />HIGH FLOW AREAS <br />ENGINEERING FABRIC <br />METAL, WOOD POST, OR STAKE. <br />8' MAX. SPACING, 2' INTO GROUND. FABRIC ANCHORAGE <br />TRENCH. BACKFILL WITH <br />TAMPED NATURAL SOIL <br />DIRECTION <br />OF RUNOFF I —I <br />iIIIIIIIIII I I .; �:`°" IIIIII=1 I I- <br />-I 11=—I 11 I 1=1—I I 1=1 <br />- _—III—I I —I I 1 II —I —I11- <br />NATURAL SOIL I1 I III 11III—III; <br />�I I II ,III1 i <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 />INSTALLATION DETAIL <br />NOT TO SCALE <br />0 <br />NORTH <br />::::.}•:•:•:::::::::' <br />E <br />AMERICAN <br />_ <br />GREEN <br />EROSION CONTROL Products <br />U <br />3 <br />— <br />Guaranteed SOLUTIONS <br />14649 "Ic"wnv4i NORTH <br />EVANSVILLE, IN 07- <br />800-]]2-2040 <br />mvw.nagreen.com <br />K <br />_ <br />1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION <br />a <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 />° <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 />V a <br />STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's. <br />a N <br />3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE <br />_ <br />AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES <br />a <br />IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES <br />a <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 />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 />SIN 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 />Staples/Anchors: <br />The type of anchors used to secure the blanket to the <br />ground shall be Steel wire11 Gauge 1" wide x 8" long. <br />F <br />r4 EROSION CONTROL BLANKET <br />NOT TO SCALE <br />PLAN <br />400 MICRON FILTER <br />BAG IN EACH BASKET <br />FILTER AREA <br />5.G5 FT <br />OVERFLOW AREA <br />0.42 FT <br />MAXIMUM OVERFLOW KATE (@ 711 HEAD) <br />1.99 CF5 <br />MAXIMUM OVERFLOW KATE (@ 1 3" HEAD) <br />2.79 CF5 <br />BASKET WEIGHT (EMPTY) <br />I LB <br />BASKET WEIGHT (FULL-APPKOX.) <br />45 LBS <br />2 BASKETS WITH 400 MICRON FILTER <br />BAGS. TO BE CHECKED PERIODICALLY AND <br />CLEANED OUT AFTER EACH RAIN EVENT <br />FITS NEENAH 1642 AND <br />1733 FRAMES OR EQUAL <br />a •. <br />PROFILE <br />INFRASAFE INLET PROTECTION <br />DEVICE (OR APPROVED EQ.) <br />NOT TO SCALE <br />n� rn (io, nAlnl 1 n� <br />PLAN <br />SECTION A -A <br />NOTE: <br />FW300 MIRAFI FABRIC OR EQUAL <br />6 RIP -RAP AT OUTLETS <br />SMOOTH BAR @ <br />2" O.C. EACH WAY <br />6"MAX <br />NOT TO SCALE <br />PROVIDE 3 CLIPS TO FASTEN TRASH GUARD TO F.E.S. <br />HOT DIP GALVANIZE AFTER FABRICATION. <br />FLARED END <br />SECTION DETAIL <br />NOT TO SCALE <br />WOVEN FILTER <br />FABRIC <br />MN/DOT CLASS III <br />RIP -RAP <br />Sill <br />WOVEN FILTER <br />FABRIC <br />r., <br />NOTES <br />i <br />1.) GROUT BOTTOM OF MANHOLE TO 1/2 <br />OR 2/3 DIAMETER OF PIPE AND SLOPE <br />4 <br />GROUT 2" PER FOOT. <br />a <br />I <br />2.) 1/4" TO 1/2" IS MAX. MORTAR THICKNESS <br />WITH USED FOR CASTING ADJUSTMENT. <br />d <br />° <br />I <br />3.) COPOLYMER POLYPROPYLENE PLASTIC, <br />° <br />d C WITH 1/2" GRADE 60 STEEL REINFORCEMENT <br />OR APPROVED EQUAL, STEPS 16" O.C. <br />d <br />DOWNSTREAM SIDE. <br />°°` <br />a <br />4.) KOR-N-SEAL MANHOLE OR EQUAL <br />B CONSIDERED ACCEPTABLE ALTERNATE. <br />A <br />MANHOLE FRAME & COVER: NEENAH R-1642, <br />TYPE B LID, WITH MACHINED BEARING SURFACES & <br />Q <br />LETTERED "SANITARY SEWER" WITH TWO CONCEALED <br />PICK HOLES, OR APPROVED EQUAL. <br />O <br />- <br />ADJUST CASTING TO 1/2" BELOW FINISH <br />BLACKTOP GRADE. <br />4 <br />- X <br />oo <br />a <br />a <br />FULL MORTAR BED BETWEEN CASTING, RINGS, AND <br />d <br />MANHOLE STRUCTURE. MORTAR THE OUTSIDE OF THE <br />RINGS WITH NON -SHRINK GROUT. NO SHIMS OF ANY <br />o <br />27" <br />MATERIAL ARE ALLOWED. INSTALL EXTERNAL CHIMNEY SEAL. <br />a <br />a <br />� <br />d <br />2" ADJUSTING RINGS AS REQUIRED (MIN. 3" HEIGHT, <br />MAX. 12" HEIGHT) INCLUDES MORTAR. <br />a ° <br />0 <br />C° <br />a <br />° CL. II REINFORCED <br />a <br />CONCRETE PIPE. <br />a <br />ALL BUTTED JOINTS BETWEEN SECTIONS <br />4 <br />SHALL HAVE'O' RING RUBBER GASKETS. <br />VARIABLE <br />4 <br />5" MIN. <br />ILL <br />J <br />w <br />z <br />m <br />_j <br /><. <br />PIPE SHALL BE CUT OUT <br />IY <br />0-z <br />FLUSH WITH INSIDE FACE OF WALL. <br />wd <br />d <br />I— - X <br />PRECAST CONCRETE SLAB <br />Q <br />o a- <br />CONNECTION <br />ILL <br />M O <br />(BOOT, TYPICAL) <br />cal <br />8 <br />SLOPE:2"/FT <br />a <br />d _ d <br />O d ° G <br />A <br />a <br />a- .° c d - <br />C 4 .4 <br />C <br />o <br />d . 4 .. .. A <br />V G <br />- <br />OE I' <br />° d <br />V ° C d d G <br />°' O <br />1 4 <br />SECTION A —A COMPACT TO TOP OF <br />PIPE, TO FIRST JOINT. SECTION B-B <br />SANITARY <br />SEWER <br />MANHOLE DETAIL <br />NOT TO SCALE <br />SCREW TYPE <br />IVICI�H LUI� � <br />GATE VALVE DETAIL <br />NOT TO SCALE <br />HYDRANTLEADS <br />DENOTES <br />MEGALUGS <br />r\\\r\\\r\\\r\\i\\r\\r\ <br />SLEEVES <br />NOTES: <br />1. MEGALUGS TO BE USED AT ALL MECHANICAL JOINTS <br />2. PLACE CONCRETE BLOCK UNDER ALL GATE VALVES AND HYDRANTS <br />BENDS 3. THRUST BLOCKING AT ALL TEES, BENDS, AND AT HYDRANTS <br />4. ALL BOLTS INCLUDING T-BOLTS SHALL BE COR-BLUE. <br />TYPICAL MEGALUG AND <br />THRUST BLOCK LOCATIONS <br />BUILDING <br />%2" FIBERBOARD EXPANSION <br />MATERIAL NEXT TO BUILDING <br />W/ ELASTOMERIC JOINT <br />SEALANT <br />L V <br />L V <br />DUCTILE IRO <br />0 0 <br />0 o H-20, STAND <br />0 <br />0 <br />0 <br />0 <br />0 <br />c� <br />0 SLOPE <br />0 <br />0 T <br />O <br />O DRAIN <br />0 <br />O <br />0 <br />O <br />NYLO <br />INLINE DRAIN DETAIL <br />NOT TO SCALE <br />I GRATE <br />RD <br />n <br />A <br />7 <br />WE <br />Oneka Elementary <br />School Addition and <br />Renovation <br />4888 Heritage Pkwy North <br />Hugo, MN 55038 <br />INDEPENDENT SCHOOL <br />DISTRICT #624 <br />4855 Bloom Avenue <br />White Bear Lake, MN 55110 <br />WOLD ARCHITECTS <br />AND ENGINEERS <br />332 Minnesota Street, Suite W2000 <br />Saint Paul, MN 55101 <br />woldae.com 1651 2277773 <br />Larson <br />Engineering, Inc. <br />3524 Labore Road <br />White Bear Lake, MN 55110 <br />651.481.9120 (f) 651.481.9201 <br />www.larsonengr.com <br />© 2021 Larson Engineering, Inc. All rights reserved. <br />I hereby certify that this plan, specifications or report <br />was prepared by me or under my direct supervision <br />and that I am a duly licensed Professional Engineer <br />under the laws of the state of Minnesota. <br />Greg A. Buchal, P.E. <br />Date: Lic. No.: <br />Revisions <br />Description Date Num <br />Comm: 12216147 <br />Date: 03.04.2022 <br />Drawn: MTH <br />Check: GAB North <br />DETAILS <br />Scale: <br />601 <br />n <br />NOT TO SCALE <br />n <br />03.04.2022 SITE PLAN SUBMITTAL <br />NOT FOR CONSTRUCTION <br />