TYPE "A" CATCH BASIN
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1 27" 1.67' TO BACK OF CURB LINE TOP OF GRATE ELEV. - SEE PLAN NEENAH CASTING R-3250-BV OR APPROVED EQUAL. "INFI SHIELD" SEAL OR APPROVED EQUAL RINGS (2 MIN., 1' MAX. OF RINGS AND MORTAR). PLASTER OUTSIDE, STRIKE INSIDE CLEAN. VARIES (3' MIN.) 5" 27" 27" PRECAST SECTION. (WHEN NECESSARY, 8" SOLID CONCRETE BLOCK SHALL BE USED. PLASTER OUTSIDE WITH 1/2" MORTAR). PRECAST- 8" POURED SLOPE INVERT TO PROVIDE SMOOTH OUTLET. 10/17/11 TYPE "A" CATCH BASIN ST-1 TYPE A CATCHBASIN.dwg
2 3.33' 3.0' 2.0' 4.33' 4.0' 3.0' 1.00' TO BACK OF CURB LINE TOP OF GRATE ELEV. - SEE PLAN NEENAH CASTING R-3067-V OR R-3290-A IF NOTED ON PLANS. "INFA-SHIELD" SEAL OR EQUAL. RINGS (2 MIN., 1' MAX. OF RINGS AND MORTAR). PLASTER OUTSIDE, STRIKE INSIDE CLEAN. VARIES 24" 27" PRECAST SECTION. (WHEN NECESSARY, 8" SOLID CONCRETE BLOCK SHALL BE USED. PLASTER OUTSIDE WITH 1/2" MORTAR). PRECAST- 8" POURED SLOPE INVERT TO PROVIDE SMOOTH OUTLET. 10/17/11 TYPE "B" CATCH BASIN ST-2 TYPE B CATCHBASIN.dwg
3 NOTES: 1. GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW IMPACT EARTH MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. 2. SEED OR SOD INFILTRATION AREAS AS DIRECTED BY THE ENGINEER. 12" MnDOT SPEC 3877 BEDDING MATERIAL. SOIL MEDIUM CONSISTING OF 70% SAND AND 30% COMPOST. 24" PERMEABLE GEOTEXTILE FILTER FABRIC ON TOP AND SIDES ONLY. CONFORMING TO MNDOT SPECIFICATIONS 3733 TYPE II BETWEEN SOIL LAYER AND AGGREGATE BACKFILL (WRAP 1' ON EACH SIDE OF TRENCH) VARIES VARIES - SEE PLANS MnDOT SPEC 3245 PERFORATED PIPE WITHOUT FILTER SOCK. (PIPE SIZE NOTED ON PLAN). MnDOT SPEC H COARSE FILTER AGGREGATE. SCARIFY BOTTOM OF TRENCH BIOFILTRATION TRENCH DETAIL ST-3 BIOFILTRATION TRENCH.dwg
4 MANHOLE LID RCP PIPE RCP PIPE SAFL BAFFLE INSTALL PER MANUFACTURER'S INSTRUCTION "INFA-SHIELD" SEAL OR EQUAL TOP VIEW ELEVATION (AS NOTED ON PLANS) ELEVATION (AS NOTED ON PLANS) RCP PIPE RCP PIPE ELEVATION (AS NOTED ON PLANS) 6'-0" 4'-0" MIN. BAFFLE HOLE SIZE AND PATTERN PER SAFL OR LICENSED DISTRIBUTOR ELEVATION (AS NOTED ON PLANS) PROFILE 12/15 BAFFLE STRUCTURE ST-4 BAFFLE STRUCTURE.dwg
5 NOTES: 1. GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW IMPACT EARTH MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. 2. SEED OR SOD INFILTRATION AREAS AS DIRECTED BY THE ENGINEER. IF SEEDED, COVER SEED WITH S150 BN BLANKET. ADD STEEL EDGING TO PERIMETER OF RAIN GARDEN IF PLANTINGS ARE PROPOSED 3:1 MAX. 12" 3:1 MAX. MnDOT SPEC 3877 BEDDING MATERIAL. SOIL MEDIUM CONSISTING OF 70% SAND AND 30% COMPOST. VARIES COARSE WASHED SAND OR AS NOTED ON PLANS. 12/15 RAIN GARDEN DETAIL ST-5 RAINWATER GARDEN.dwg
6 BOTTOM OF RAIN GARDEN RIM ELEVATION AND TYPE AS PER PLAN MnDOT SPEC 3877 BEDDING MATERIAL. SOIL MEDIUM CONSISTING OF 70% SAND, 30% COMPOST. 12" 24" DIA. 12" MnDOT SPEC H COARSE FILTER AGGREGATE. VARIES-SEE PLAN PERMEABLE GEOTEXTILE FILTER FABRIC CONFORMING TO MNDOT SPECIFICATIONS 3733 TYPE V BETWEEN SOIL LAYER AND AGGREGATE BACKFILL (WRAP 1' ON EACH SIDE OF TRENCH) PERFORATED NYLOPLAST STRUCTURE 3/8" DIA. PERFORATIONS O. C. 45 HORIZONTAL SECTION A-A 45 TYP TOP VIEW PERFORATED STRUCTURE ST-6 PERFORATED STRUCTURE.dwg
7 160 HDPE PERFORATED PIPE 1/4" Ø HOLE TYPICAL 90 PERFORATED PIPE DETAIL ST-7 PERFORATED PIPE.dwg
8 3' 8" 4' 1" CONCRETE APRON 1' 12% 5% CURB CUT (WIDTH VARIES) TAPER CURB TO MATCH TOP OF STRUCTURE CURB CUT APRON GUTTERLINE PLAN VIEW RAIN GUARDIAN TURRET INLET GRATE 12% 5% 4" 1' 10 1/2" 1' 3 1/2" COMPACTED SUBSOIL CLASS 5 AGGREGATE BASE SECTION VIEW RAIN GUARDIAN TURRET CONCRETE BASE (INCLUDED) 10/17/11 12/15 RAIN GUARDIAN TURRET ST-8 RAIN GUARDIAN.dwg
9 3.33' 3.0' 2.0' 4.33' 4.0' 3.0' 1.00' TO BACK OF CURB LINE TOP OF GRATE ELEV. - SEE PLAN "INFA-SHIELD" SEAL OR EQUAL. NEENAH CASTING R-3067-V OR R-3290-A IF NOTED ON PLANS. RINGS (2 MIN., 1' MAX. OF RINGS AND MORTAR). PLASTER OUTSIDE, STRIKE INSIDE CLEAN. VARIES 24" 27" PRECAST SECTION. (WHEN NECESSARY, 8" SOLID CONCRETE BLOCK SHALL BE USED. PLASTER OUTSIDE WITH 1/2" MORTAR). 3' PRECAST- 8" POURED 2/24/15 TYPE B SUMP CATCHBASIN.dwg TYPE "B" CATCH BASIN WITH SUMP ST-9
10 NOTES: 1. GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW IMPACT EARTH MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. STABILIZE AS NOTED ON PLANS OR AS DIRECTED BY ENGINEER MnDOT SPEC 3877 BEDDING MATERIAL. SOIL MEDIUM CONSISTING OF 80% SAND AND 20% COMPOST. PERMEABLE GEOTEXTILE FILTER FABRIC CONFORMING TO MNDOT SPECIFICATIONS 3733 TYPE II BETWEEN SOIL LAYER AND AGGREGATE BACKFILL (WRAP ON SIDES AND TOP OF TRENCH ONLY) VARIES VARIES (AS NOTED ON PLANS) MnDOT SPEC 3245 PERFORATED PIPE WITHOUT FILTER SOCK. (PIPE SIZE AND TYPE NOTED ON PLAN). SCARIFY BOTTOM OF TRENCH PRIOR TO BACKFILLING MnDOT SPEC H COARSE FILTER AGGREGATE. PERFORATED PIPE TRENCH.dwg PERFORATED PIPE TRENCH DETAIL ST-10
11 PROVIDE 6-1 2" SS ANCHOR BOLTS WITH CLIPS 1 1 2" x 3 8" STEEL OUTER RING 1 1 2" x 3 8" STEEL BARS AT 4" O.C. 1 4" x 1 4" STEEL BAR, WELD TO EACH MEMBER HOT DIPPED GALVANIZED GRATE IN 2 SECTIONS 4' 2' EL. VARIES 1' RCP BARREL SECTION EL. VARIES EL. VARIES - HDPE OR RCP PIPE BOTTOM OF V-NOTCH ELEV - VAIRES (HDPE) EL. VARIES - 1' SUMP STANDARD OVERFLOW STRUCTURE WITH V-NOTCH WEIR ST-11 STANDARD OVERFLOW WEIR STRUCTURE.dwg
12 NOTES: 1. INSTALL TRASH GUARD ON ALL FLARED END SECTIONS 24" DIA. AND LARGER. 2. UNLESS OTHER FORM OF DISSIPATION IS REQUIRED, GRANITE RIPRAP WILL BE PLACED AROUND SIDES AND OVER TOP OF FLARED END SECTION. SEE DETAIL ST-13. PROVIDE 3 ANCHOR CLIPS TO FASTEN TRASH GUARD TO FLARED END SECTION. HOT DIP GALVANIZE AFTER FABRICATION. 24" MAX. TIE LAST THREE PIPE JOINTS ON INLET AND OUTLET PIPES AND BED GRANULAR MATERIAL. USE 2 TIE BOLT FASTENERS PER JOINT. INSTALL AT 60 FROM TOP OR BOTTOM OF PIPE. USE 5 8" TIE FOR PIPE SIZES 24" TO 27". USE 3 4" TIE FOR PIPE SIZES 30" TO 6. USE 1" TIE FOR PIPE SIZES 72" OR LARGER. NUTS AND WASHERS NOT REQUIRED ON PIPE SIZE LESS THAN 24". DRT 12/2/15 FLARED END SECTION ST-12 FLARED END SECTION.dwg
13 NOTES: 1. INSTALL TRASH GUARD ON ALL FLARED END SECTIONS 24" DIA. AND LARGER. 2. UNLESS OTHER FORM OF DISSIPATION IS REQUIRED, GRANITE RIPRAP WILL BE PLACED AROUND SIDES AND OVER TOP OF FLARED END SECTION. 3. ONE CUBIC YARD IS APPROXIMATELY 1.4 TONS. 2' A 1 4 B A PIPE DIA. (IN.) >48 LENGTH (FT.) QUANTITY (CY.) CLASS DIA. 2' 1 4 B 5D GRANITE RIPRAP 2' 12" NON-WOVEN GEOTEXTILE FABRIC EXTEND 1' UNDER FES. 12" GRANITE RIPRAP NON-WOVEN GEOTEXTILE FABRIC EXTEND 1' UNDER FES. DRT 12/2/15 RIPRAP PLACEMENT AT FLARED END SECTIONS ST-13 RIPRAP.dwg
14 NOTES: 1. GRADING OF THE INFILTRATION AREAS SHALL BE ACCOMPLISHED USING LOW IMPACT EARTH MOVING EQUIPMENT TO PREVENT COMPACTION OF THE UNDERLYING SOILS. 2. SEED OR SOD INFILTRATION AREAS AS DIRECTED BY THE ENGINEER. IF SEEDED, COVER SEED WITH S150 BN BLANKET. ADD STEEL EDGING TO PERIMETER OF RAIN GARDEN IF PLANTINGS ARE PROPOSED REPLACE TOPSOIL ( MIN), SEED & MULCH GRADED AREAS OUTSIDE PLANTING AREA SEED MIXED NOTED ON PLANS OR BY ENGINEER. SEE PLAN TO 12" DEPTH TO OVERFLOW 3 DEEP INFILTRATION MEDIA, 80% SAND/ 20% LEAF COMPOST IN PLANTING AREA (SEE NOTES) 3 1 MAX. SLOPE LOOSEN/SCARIFY BOTTOM OF BASIN 12" PRIOR TO SOIL PLACEMENT (INCIDENTAL) NON WOVEN GEOTEXTILE FABRIC 4" ID DUAL-WALL CPEP (3247) W/ SLITS, NO SOCK. ENCASE IN COARSE FILTER AGGREGATE ( 1 4" TO 1 2" PEA ROCK), 4" ALL SIDES 12/15 BIOFILTRATION BASIN ST-14 BIOFILTRATION BASIN.dwg
15 STEPS LC NOTE: DIMENSION "A" IN CHART IS BASED ON A 27" DIAMETER OPENING. INCREASE "A" BY 1.5" FOR 24" OPENING. MANHOLE C L A K 27" DIAMETER OPENING PIPE CL DIMENSION CHART MANHOLE TYPE DIMENSIONS IN INCHES P K T W A B 48" C 60" 7" D 72" 8" E 84" 9" F 9 G 102" 9" 9" 8" 8" 8" 8" 8" 58" 72" 8 100" 113" 119" 9.5" 15.5" 21.5" 27.5" 34.5" 38" COVER SLAB W = SLAB DIA. REINFORCE SLAB FOR STREET LOADING R-1733 OR R CASTING ASSEMBLY OR AS NOTED ON PLAN OR APPROVED EQUAL. "INFI-SHIELD" SEAL OR EQUAL. T HDPE ADJUSTING RINGS (2 MIN., 1' MAX. OF RINGS). 1 P DEPTH VARIES RUBBER GASKET TYPICAL ALL JOINTS. R.C.P. BARREL SECTION PRECAST SECTION CONC. BLOCK MASONRY TO BE USED ONLY WHERE NECESSARY. PLASTER OUTSIDE, STRIKE INSIDE CLEAN. 8" POURED PRECAST NOTES: 1. NO WOOD SHALL BE USED FOR ADJUSTING CASTING. 2. CAST IRON FRAME AND COVER AS PER SPECIFICATIONS. 3. PRECAST REINFORCED CONCRETE MANHOLE SECTIONS PER ASTM C478 FURNISHED WITH O-RING GASKETS AND LUBRICANT EXCEPT AS OTHERWISE SPECIFIED. LIFT HOLES NOT PERMITTED IN MANHOLE SECTIONS. STORM MANHOLE: TYPE B THRU G ST-15 MANHOLE TYPE B THRU G.dwg
CATCH BASIN ST-1 ENGINEERING DEPARTMENT PLATE NUMBER 3.33' 3.0' 2.0' 4.33' 3.0' 4.0' 1.00' TO BACK OF CURB LINE
3.33' 3.0' 2.0' 4.33' 4.0' 3.0' 1.00' TO BACK OF CURB LINE TOP OF GRATE ELEV. - SEE PLAN NEENAH CASTING R-3067-V OR AS NOTED ON PLANS. "INFA-SHIELD" SEAL OR EQUAL. RINGS (2 MIN., 1' MAX. OF RINGS AND MORTAR).
SANITARY MANHOLE S-1 ENGINEERING DEPARTMENT PLATE NUMBER NEENAH R-1733 CASTING ASSEMBLY OR AS NOTED ON PLAN OR APPROVED EQUAL.
"INFI-SHIELD" SEAL OR EQUAL. NEENAH R-1733 CASTING ASSEMBLY OR AS NOTED ON PLAN OR APPROVED EQUAL. 27" HDPE ADJUSTING RINGS (2 MIN., 1' MAX. OF RINGS). ECCENTRIC CONE 4.0' HIGH 48" 5" P2 PROFILE GASKET
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