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1 2 3 4 5 6 7 8 2020 E I k River W a High School GROUND SURFACE / / -O Parking Lot REFER TO SCHEDULE FOR / j/ POLYESTER SLEEVE FILTER ASSEMBLY a Improvements MORTAR BETWEEN CASTING INFORMATION COMPACTED BACKFILL / BERM CASTING, RINGS AND �/ MIN 12" CONSISTING OF MINIMUM TWO 21 INCH FOOT TOG2 INCH DIAMETER 900 School .St NW STRUCTURE 4" MANHOLE COVER ASSEMBLY WASHED ROCK Elk River, MN 55330 CONCRETE COLLAR TO ENCASE CASTING AND MINIMUM OF 1 , MAXIMUM / Do RINGS. CONCRETE CURB OF 4 CONCRETE A AND GUTTER MIX, OR 4 ADJUSTMENT RINGS SPRINGLINE 12 INCH MINIMUM OF 1 27" ALLOWED. i EXISTING MORTAR MIX (SPEC. / 4:1 SLOPE ��4:1 SLOPE INCH TO 2 INCH 2506.28) SHALL BE USED w 5„ a PRECAST CONCRETE BITUMINOUS �� DIAMETER WASHED ROCK FOR COLLAR SECTION Independent School GROUT FLOW LINE PIPE EMBEDMENT Di \ HAUNCH District #728 / PIPE BEDDING 11500 1 93rd Ave' NW 1 16' GEOTEXTILE FABRIC Elk River, MN 55330 6" CURB PRECAST CONCRETE BASE FOUNDATION 1. 42 000000000000000000000 / (AS NEEDED) O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o NOTE: BEDDING MIN 4" Oho Oho Oho Oho Oho Oho Oho Oho O0oo 50' MINIMUM / O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o 1. A CONCRETE SADDLE SHALL BE POURED AROUND ��/� /� �� /\ O THE ADJUSTING RINGS. THIS SHALL NOT, HOWEVER, WAIVE THE CONCRETE GROUT BETWEEN RINGS. NOTE: NOTES: 1. MINIMUM LENGTH OF 50 FEET AND WIDTH OF 12 FEET. 1. THE MINIMUM TRENCH WIDTH "W" SHALL BE W=Do+16" OR 1.25*Do+12 WHICHEVER IS 2. FOLLOW ALL CITY, WATERSHED DISTRICT AND MPCA STANDARDS. 9 27—INCH CATCH BASIN 2. PIPEAEMBEDMENT MATERIAL SHALL BE CLASS I OR CLASS II MATERIAL. REFER TO REQUESTED BY CITY, WATERSHED3. CLEAN STREETS ON A DAILYBOR ASIS DISTRIICT ORRMPCA.QUENTLY IF C5.000 NOT TO SCALE SPECIFICATIONS FOR DETAILS. POLYESTER SLEEVE DI-23 , 3. REFER TO ASTM D2321 —05 "UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY —FLOW APPLICATIONS" FOR DETAILS. FILTER ASSEMBLY CURB 1" REBAR FOR BAG OPENING 6 TYPICAL PIPE BEDDING FOR PVC (EBOVNOOTFROM EEID) (7� ROCK CONSTRUCTION ENTRANCE PIPE C5,00� NOT TO SCALE NOT TO SCALE C5.000 OPTIONAL OVERFLOW B FOAM EXPANSION DESIGN GRADE OR SILTSACK® RESTRAINT EXISTING GRADE WOLD ARCHITECTS DUMP LOOPS (REBAR NOT INCLUDED) AND ENGINEERS MANHOLE STEPS SHALL BE PLACED ON 332 Minnesota Street, Suite W2000 THE DOWNSTREAM SIDE FOR ALL LINES Saint Paul, NN 55101 4'-0" UP TO 36" DIAMETER PLACE STEPS ON RIGHT HAND SIDE WHEN FACING °lopQ _j DOWNSTREAM FOR ALL LINES OVER 36" a Q ° woldae.com 1651 227 7773 oo� Q W v a v Q > Cn 4" MIN. a flow_ SAND FILL ° a v O REFER TO SEWER TABLE ON Q INSTALLATION DETAIL SIDE VIEW INSTALLED UTILITY PLAN FOR CASTING SIZE a 4'-0"x8'-0%2" AND STYLE. v o TOP OF PIPE RIGID INSULATION ASTM C578 PLAN MINIMUM OF 2, MAXIMUM OF 4 CONCRETE ADJUSTMENT RINGS BKBM ALLOWED. � 4' PIPE TO BE 6" SAND 6" PRECAST REINFORCED INFRASAFE SEDIMENT WOOD OR METAL ENGINEERS INSULATED FILL CONCRETE MANHOLE SLAB. OPENING FOR LARGE CONTROL BARRIER (27" OR 2'X3') STAKE 12" WIDE POLYPROPYLENE (ASTM RAINFALL EVENTS PERFORATED WALL CATCH BASIN \ COS FILTER N `` BARRIER FRAME Mn/DOT 3149.2H COARSE ROCK FABRIC 6120 Earle Brown Drive, Suite 700 2146) ENCASED MANHOLE STEPS CONFORMING TO ASTM C-487 4" — 24" (M.A. INDUSTRIES PS—I—PF) OF Minneapolis, MN 55430 10 PIPE INSULATION DETAIL EQUAL CATCH BASIN Phone: (763) 843-0420 STRUCTURE C5.00� NOT TO SCALE REINFORCED PRECAST CONCRETE Fax: (763) 843-0421 MANHOLE SECTIONS SHALL NOTES: WWW.17kkJ111.001T1 CONFORM TO ASTM C478 1. MAXIMUM DISTANCE BETWEEN POSTS IS 4'. AN EXTRA VARIES STANDARDS POST MAY BE ADDED ON EACH SIDE. C ALL JOINTS IN MANHOLE TO 2. MAINTAIN UNTIL SURFACE HAS BEEN PAVED AND/OR 8" BIOROLL PER HAVE "0" RING RUBBER VEGETATION HAS BEEN ESTABLISHED. MNDOT 3889 GASKETS. 3. GEOTEXTILE FILTER FABRIC SHALL BE INSTALLED PER TYPE 3 PIPE SHALL BE CUT OUT FLUSH SILT FENCE DETAIL. NOTE: WITH INSIDE FACE OF WALL 1. WATER —TIGHT CONNECTIONS SHALL BE MAINTAINED. MINIMUM SLAB THICKNESS, 6" 2. USE SCHEDULE 40 PVC ON ALL PIPES, UNLESS NOTED FOR 14' DEPTH. INCREASE 2 BIO ROLL OTHERWISE. 3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED I THICKNESS 1" FOR EVERY 4' 4 INLET SEDIMENT PROTECTION C5.000 NOT TO SCALE BELOW THE DOWNSPOUTS ON THE BUILDING. —{ f-6 OF DEPTH GREATER THAN 14'. C5.00o NOT TO SCALE ROOF DRAIN SPOUT SECTION GROUT BOTTOM OF MANHOLE TO f— 1/2 DIAMETER OF PIPE AND SLOPE GROUT 2" TOWARD C RIM ELEVATION, INVERT. REFER TO SPLASH = SEE SEWER TABLE ON SITE UTILITY PLAN C3.000 PAD DETAIL BELOW.STORM SEWER MANHOLE CATCH BASIN 45° BEND (SCH. 40 PVC) NOT TO SCALE C5.000 AND RISER PIPE 17, MINIMUM SLOPE INVERT ELEVATION SEE SEWER TABLE ON SITE UTILITY PLAN C3.000 REFER TO KEYED NOTES ` TORSTORM INVERT SEWERATION OF CONNECTION ON UTILITY PLAN a 36" 4 BACK OF CURB CO BACK OF CURB D o co BC COMPACTED CD I SUITABLE MATERIAL (FINE GRAINED MATERIAL) o � J_ N D m EXISTING DRAIN SPOUT CONSTRUCTION LOCATION A WIRE MESH REINFORCEMENT ,as needed) GEOTEXTILE FABRIC NEENAH R-4380 DOCUMENTS POST SPACING —SEE NOTE CASTING FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED CONCRETE z NATURAL SOIL SPLASH PAD 2" CATCH BASIN CASTING NEENAH R3067 OR . CO g° MIN 5-1 /2" EQUAL WITH DL OR DR PLAN pIREC-RON OF it ___ _ _ _ 1 /2" EXPANSION GRATE. 2" RADIUS ,5 Bc RUNOFF FLOW a. O 2020 BKBM Professional Engineers, Inc. JOINT CURB BOX. GRATE TO BE 2" BELOW GUTTER NATURAL GROUND �� All rights reserved. This document is an instrument of service and is the property of BKBM GRADE. SLOPE GUTTER 10' EACH T Professional Engineers, Inc. and may not be used or copied without SEAL BETWEEN J MINIMUM OF 1 , MAXIMUM SIDE TO CATCH BASIN. g �1_6" PIPE AND JOINTpnorwnttenconsent. BKBM JOB NUMBER: 17445.01 OF 4 CONCRETE THE BOTTOM OF THE TRENCH SHALL BE SHAPED MIN. W/ NON —SHRINK GROUT ADJUSTMENT RINGS TO FIT THE PIPE BARREL FOR AT LEAST 50% Ihereby certify that this plan, specification orreport was z VARIABLE OF THE OUTSIDE DIAMETER. THE REMAINDER OF prepared by me or under my direct supervision and that I am p ALLOWED. THE PIPE IS SURRDUNDED TO A HEIGHT OF AT NOTE SILT FENCE DETAIL a duly Licensed Professional Engineer under the laws of the LEAST 6 � 4 Q " ABOVE ITS TOP BY SELECT FILL 12" RISER PIPE 1. SILT FENCES CONSTRUCTED WITH SUPPORT FENCES. POSTS SHALL BE State of Minnesota. z 4"MIN. MATERIALS, PLACED BY HAND TOOLS AND SPACED AT 10' OR LESS, AND DRIVEN AT LEAST 2' INTO THE GROUND- 14" TO COMPLETELY FILL ALL SPACES GRANULAR MORTAR BETWEEN 4 UNDER AND ADJACENT TO THE PIPE. 2. SILT EDFENCES CONSTRUCTED WITHOUT SUPPORT FENCES, PAST ROUNHALL - ✓/ BACKFILL CASTING, RINGS AND 24"x36" PRECAST 5" to Q !SPACED AT 4' ,DR LESS, AND DRIVEN AT LEAST 3' INTO THE GROUND- BACKFILL W ii Kevin A. Bohl 3" GROUT > o License Number: 52209 Date 01/03/2020 �I CONCRETE COLLAR TO ~ S ECTI VIEW ENCASE CASTING AND 4" o w Revisions E RINGS. CONCRETE CURB W Q w AND GUTTER MIX, OR Of ALL CASTS OF EXCAVATION BELOW GRADE Description Date Num MORTAR MIX (SPEC. SHALL BE INCLUDED N THE AND PLACEMENT OF LB D PAR EDDING PRICES 2506.28) SHALL BE 6,. FOR PIPE ITEMS. D=6' MINIMUM USED FOR COLLAR. SECTION (2/3)D (1/3)D NOTES: 1. RIGHT HAND GRATE SHOWN IN PLAN VIEW. REV: 3/2005 REV: 7/�C07 12" PVC PIPE z 2. REINFORCED PRECAST CONCRETE CATCH BASIN SECTIONS SHALL CONFORM TO ASTM C478 STANDARDS. STANDARD STANDARD 12" In of � CLASS C PIPE BEDDING PcJPLATEcin•�,r ,`• �� STANDARD SILT FENCE P�� LEI E �k: 3405 E1Dk!� 2009 36 12" w ff „ River River Comm: 182030 J 8 24 x 36" PRECAST CATCH BASIN 12" C5,000 NOT TO SCALE Date: 01/03/2020 DRAIN SPOUT (5� TYPICAL PIPE BEDDING FOR RCP AND DIP 3 SILT FENCE Drawn: WH (SEE SECTION VIEW) C5.001 NOT TO SCALE C5.001 NOT TO SCALE Check: KAB North PLAN VIEW Civil Details ('11' DOWNSPOUT DRAIN WITH SPLASH PAD AND CASTING CS-000 NOT TO SCALE F 5mO 00