|
ENGINEERED FILL12"6"UNSUITABLE SOIL
<br />TOPSOIL
<br />1'-0" (TYP)
<br />5'-0"
<br />1
<br />1 VARIESNOTE:
<br />BOTTOM OF EXCAVATION MUST BE APPROVED BY THE SOILS
<br />ENGINEER PRIOR TO PLACEMENT OF ANY FILL.
<br />4" SLAB
<br />FINISH FLOOR
<br />FINISH SUBGRADEFINISH GRADE (TURF)
<br />MINIMUM EXCAVATION
<br />LIMITS
<br />FOOTING
<br />SUITABLE SOIL
<br />ENGINEERED FILL
<br />8" STABILIZED AGGREGATE BASE (NO RECYCLED ASPHALT)
<br />6
<br />C2.11
<br />GRADING - BELOW GRADE
<br />BUILDING WALLS
<br />BUILDING PAD
<br />(ENGINEERED FILL)
<br />1
<br />1
<br />FINISH GRADE (TURF AREAS)FINISH FLOOR
<br />ELEVATION
<br />BACKFILL AT
<br />BELOW GRADE
<br />WALLS
<br />FOOTING (REFER TO
<br />STRUCTURAL PLANS)
<br />FINISH FLOOR ELEVATION
<br />REFER TO ARCHITECTURAL
<br />PLANS FOR VERIFICATION IN
<br />LOWER LEVEL FINISH FLOOR
<br />ELEVATIONS AND LOCATIONS
<br />OF VARIATIONS
<br />2'-0"
<br />30°0'0"6"MINIMUM 6" TOPSOIL
<br />6" TOPSOIL
<br />18" LOW PERMEABILITY CLAY SOILS
<br />C2.11
<br />7
<br />6
<br />C2.11
<br />SAND SUBBASE/ DRAIN TILE AT
<br />DOORS & FROST FOOTED STOOPS
<br />5'-0"20'-0"5'-0"6'-0"4"NOTE: REFER TO GRADING AND DRAINAGE
<br />PLAN FOR LIMITS OF SAND SUB-BASE
<br />FINISH GRADE
<br />AT EDGE OF STOOP
<br />FINISH GRADE
<br />OF PAVEMENT ADJACENT
<br />TO FOOTED STOOP
<br />STOOP FOOTING
<br />REFER TO STRUCTURAL
<br />DRAWINGS
<br />6" DRAIN TILE (WHERE INDICATED
<br />ON DRAWINGS) - EXTEND TO
<br />STORM SEWER STRUCTURE
<br />WHERE INDICATED ON
<br />DRAWINGS
<br />SUBGRADE SOILS
<br />SAND SUBBASE
<br />5
<br />C2.11
<br />6
<br />C2.13
<br />NOTE:
<br />ATTACH TRACER WIRE WITH
<br />BROWN STRIPE TO PIPE AT 3'
<br />O.C. WITH PLASTIC ZIP-TIES
<br />(OR APPROVED EQUAL).
<br />CLEANOUT ASSEMBLY
<br />MCDONALD 74M "A"
<br />SERIES CAST IRON
<br />METER PIT FRAME
<br />AND COVER
<br />FITTING HUB WITH 4"
<br />THREADED PLUG. APPLY
<br />TEFLON THREAD TAPE,
<br />OR APPROVED EQUAL,
<br />OVER THREADS.
<br />FINISH GRADE
<br />LEAVE 24" OF EXCESS
<br />WIRE AT SURFACE
<br />TRACER WIRE
<br />MAINREFER TO PLAN15"
<br />11 12"4"24" DIA. x 8" THICK CONCRETE
<br />SLABPOURED AROUND CASTING
<br />(FLUSH WITH PAVEMENT/TURF
<br />GRADE)
<br />12
<br />C2.11
<br />BACKWATER VALVE
<br />FLOW
<br />BACKWATER VALVE
<br />SOLVENT WELD BACKWATER
<br />VALVE TO DRAINTILE
<br />PROVIDE FLEXIBLE JOINT -
<br />REFER TO SPECS
<br />6" DRAINTILE
<br />CONNECT DRAINTILE TO
<br />STRUCTURE AT ELEVATION
<br />SHOWN ON THE DRAWING.
<br />GROUT SECURE TO STRUCTURE
<br />WALL
<br />MINIMIZE STUB THROUGH WALL.
<br />STUB ONLY AS REQUIRED
<br />TO ALLOW BACKWATER VALVE
<br />TO BE CONNECTED TO DRAINTILE
<br />PROVIDE FLEXIBLE
<br />JOINT AT
<br />CONNECTION -
<br />REFER TO SPECS
<br />REFER TO PLAN FOR
<br />STRUCTURE TYPE
<br />10
<br />C2.11
<br />ROCK CONSTRUCTION
<br />ENTRANCE
<br />NOTE: PROVIDE WHERE CONSTRUCTION TRAFFIC
<br />ENTERS OR EXITS THE CONSTRUCTION SITE
<br />6" MINIMUM THICKNESS
<br />50'
<br />M
<br />I
<br />N
<br />I
<br />M
<br />U
<br />M
<br />AS RE
<br />Q
<br />UI
<br />R
<br />E
<br />D
<br />EXISTING PAVEMENT TO REMAIN
<br />PROPERTY/R.O.W. LINE
<br />2" TO 3" WASHED ROCK
<br />GEOTEXTILE FABRIC
<br />C2.11
<br />3
<br />SANITARY SEWER MANHOLE
<br />5"
<br />MIN.1'-4"4'-0"27"
<br />4'-0"16" O.C.BASES SHALL BE 8" INTEGRAL CAST, REINFORCED STANDARD PRECAST WITH 2" LEAN GROUT7"VARIABLE16" MAX.CL FLOW
<br />FLOW
<br />SLOPE @ 2 IN./FT.
<br />(TYP)
<br />COVER SHALL BE STAMPED
<br />"SANITARY SEWER"
<br />METAL SEWER CASTING - REFER TO
<br />PLAN FOR TYPE
<br />MIN. 2 AND MAX. 5 ADJUSTING RINGS.
<br />GROUT BETWEEN RINGS, CASTING,
<br />AND ALONG OUTSIDE.
<br />PRECAST CONCRETE CONE SECTION
<br />STEPS ON DOWNSTREAM SIDE
<br />RUBBER GASKET - TYP
<br />AT ALL JOINTS
<br />SLOPE AT 2 IN./FT. (TYP)
<br />RUBBER BOOT - REFER TO MNDOT
<br />STANDARD PLATE NO. 4007C
<br />RUBBER BOOT - REFER
<br />TO MNDOT STANDARD
<br />PLATE NO. 4007C
<br />GROUT TO 1/2 PIPE
<br />INTEGRAL BASE SECTION
<br />C2.11
<br />15
<br />STORM SEWER MANHOLE
<br />BASES SHALL BE 8" STANDARD PRECAST WITH 2" LEAN GROUT,
<br />OR POURED 8" SLAB REINFORCED WITH 6" x 6" 10/10 MESH16" O.C.VARIABLE
<br />27"4'-0"VARIABLE5"
<br />MIN.
<br />COVER SHALL BE STAMPED
<br />"STORM SEWER"
<br />METAL SEWER CASTING - REFER
<br />TO PLAN FOR TYPE
<br />MIN. 2 AND MAX. 5 ADJUSTING RINGS.
<br />GROUT BETWEEN RINGS, CASTING, AND
<br />ALONG OUTSIDE.
<br />PRECAST CONCRETE CONE SECTION
<br />STEPS ON DOWNSTREAM SIDE
<br />RUBBER GASKET, TYP ALL JOINTS
<br />GROUT SHELF AND CHANNELS
<br />PROVIDE FLEXIBLE JOINT
<br />AT CONNECTION - REFER TO SPECS
<br />C2.11
<br />19
<br />CATCH BASIN
<br />VARIES
<br />FLOW
<br />FLOW
<br />61
<br />"RIM ELEVATION"
<br />PRECAST COVER -
<br />8" THICK
<br />STEPS - INSTALL ON
<br />DOWNSTREAM SIDE
<br />@ 16" O.C.
<br />RUBBER GASKET -
<br />TYP AT ALL JOINTS
<br />PRECAST CONCRETE
<br />SECTION
<br />GROUT SHELF AND
<br />CHANNELSBASES SHALL BE 8"
<br />STANDARD PRECAST
<br />WITH 2" LEAN GROUT,
<br />OR POURED 8" SLAB
<br />REINFORCED WITH
<br />6" x 6" 10/10 MESH
<br />PROVIDE FLEXIBLE JOINT
<br />AT CONNECTION -
<br />REFER TO SPECS
<br />STORM SEWER PIPE- REFER TO
<br />PLAN FOR LOCATION, INVERT,
<br />AND SIZES
<br />MIN. 2 AND MAX. 5 ADJUSTING
<br />RINGS. GROUT BETWEEN
<br />RINGS, CASTING, AND ALONG
<br />OUTSIDE.
<br />METAL SEWER CASTING - REFER
<br />TO PLAN FOR TYPE
<br />C2.11
<br />20
<br />TEMPORARY DIVERSION
<br />BERM
<br />PLAN VIEW
<br />SECTION A-A
<br />A
<br />A DISTURBED EARTH
<br />2'
<br />MIN.24" MIN.2' MIN.UNDISTURBED
<br />EARTH
<br />DISTURBED EARTH
<br />2:1 SLOPE OR
<br />FLATTER
<br />2:1 SLOPE OR FLATTER
<br />SILT FENCE
<br />SILT FENCE
<br />21
<br />WHERE POSSIBLE, 10'
<br />UNDISTURBED EARTH
<br />UPHILL OF SILT FENCE
<br />1
<br />C2.11
<br />C2.11
<br />4
<br />SEDIMENT CONTROL LOG
<br />FLOW
<br />24" MIN.2' O.C.MAX.FL
<br />O
<br />W
<br />FL
<br />O
<br />W
<br />STAKE DETAIL
<br />INSTALLATION DETAIL
<br />SEDIMENT CONTROL LOG
<br />STAKE TO BE PLACED AT TOE
<br />OF SLOPE, BOTH SIDES
<br />WOOD STAKE
<br />BOTTOM OF SWALE
<br />WOOD STAKE TO
<br />PENETRATE NETTING
<br />MATERIAL ONLY
<br />SEDIMENT CONTROL LOG
<br />C2.11
<br />2
<br />SILT FENCE
<br />NORMAL USE
<br />POSTS:
<br />(IF USED WITHOUT
<br />SUPPORT FENCE)
<br /> WOOD
<br />2" SQ. (MIN)
<br />@ 4' (MAX)
<br />SPACING
<br /> METAL
<br />0.95 lbs/lf (MIN.) @ 6'
<br />(MAX) SPACING
<br />DIRECTION OF
<br />RUNOFF FLOW
<br />NOTE: DEPENDING UPON CONFIGURATION, ATTACH TO WIRE MESH WITH
<br />HOG RINGS, STEEL POSTS WITH TIE WIRES, OR WOOD POSTS WITH STAPLES
<br />5' MIN. LENGTH POST (METAL)
<br />4' MIN. LENGTH POST (WOOD)
<br />SILT FENCE FABRIC
<br />OVERLAP FABRIC 6" AND
<br />FASTEN @ 2' INTERVALS
<br />EXTEND WIRE MESH INTO TRENCH
<br />FABRIC ANCHORAGE
<br />TRENCH BACKFILL WITH
<br />TAMPED NATURAL SOIL
<br />6" MIN.
<br />6" MIN.NATURAL SOIL
<br />24" MIN. BURY DEPTH (METAL)
<br />18" MIN BURY DEPTH (WOOD)
<br />30" MIN.
<br />METAL STAKE OR
<br />WOOD POST
<br />OPTIONAL SUPPORT
<br />FENCE (WIRE MESH)
<br />1
<br />C2.11
<br />STRUCTURE WITH HOODED
<br />OUTLET COVER
<br />VARIES
<br />REFER TO PLANS
<br />FLOW
<br />FLOW
<br />SUMP VARIES
<br />REFER TO PLANS
<br />PROVIDE FLEXIBLE JOINT
<br />(TYP.) - REFER TO SPECS
<br />PRECAST CONCRETE
<br />SECTION
<br />SIMILAR TO
<br />RUBBER GASKET - TYP
<br />AT ALL JOINTS
<br />PROVIDE ANTI-SIPHON
<br />DEVICE
<br />PRECAST COVER -
<br />8" THICK
<br />"RIM ELEVATION"METAL SEWER CASTING -
<br />REFER TO PLANS FOR TYPE
<br />MIN. 2 AND MAX. 5 ADJUSTING
<br />RINGS. GROUT BETWEEN RINGS,
<br />CASTING, AND ALONG OUTSIDE.
<br />HOODED OUTLET COVER
<br />INLET PIPES - ADJUST
<br />OPENING IN STRUCTURE
<br />AS REQUIRED TO ALLOW
<br />ADEQUATE SPACE FOR
<br />HOODED OUTLET COVER.
<br />REFER TO PLANS FOR PIPE
<br />SIZES AND ALIGNMENT
<br />BASES SHALL BE 8"
<br />STANDARD PRECAST
<br />WITH 2" LEAN GROUT, OR
<br />POURED 8" SLAB
<br />REINFORCED WITH 6" x 6"
<br />10/10 MESH
<br />C2.11
<br />20
<br />C2.11
<br />21
<br />TYPICAL SECTION THRU
<br />FILTRATION AREA
<br />3" DEPTH MIN. SHREDDED
<br />WOOD MULCH (MnDOT TYPE 6)
<br />PLANTS WITH MULCH
<br />FILTRATION AREA
<br />LIMITS AS SHOWN ON PLAN
<br />GRASS
<br />ROOT BALL
<br />OR POT
<br />FILTRATION SYSTEM SOIL
<br />MIXTURE - SEE BELOW
<br />SEE NOTE 7 OF 19 / C1.71 FOR ENGINEERED SOIL MIXTURE
<br />6" DEPTH
<br />TOPSOIL
<br />PLACE SEDIMENT LOG AT EDGE OF FILTRATION AREA - FULL
<br />PERIMETER , AND REMOVE ONCE ALL UPSLOPE AREAS ARE
<br />FULLY STABILIZED (PERMANENT STABILIZATION)
<br />LANDSCAPING
<br />EDGING (TYPICAL)
<br />FLAT BOTTOM
<br />1
<br />1
<br />EXCAVATE TO SUBGRADE
<br />ELEVATION WITH A TOOTHED
<br />BUCKET BACKHOE. RIP SOILS 6"
<br />TO 9" TO REMOVE COMPACTION
<br />UTILITY TRACER
<br />WIRE (TYPICAL)
<br />6" DRAIN TILE WITH 3" MIN. PEA ROCK
<br />SURROUNDING, WRAPPED IN GEOTEXTILE FABRIC
<br />- REFER TO PLAN FOR LOCATION AND INVERT6" MIN.30" MIN.13
<br />C2.11
<br />FILTRATION AREA
<br />CONSTRUCTION NOTES
<br />FILTRATION AREA CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING:
<br />1.FILTRATION AREA LIMITS SHALL BE SURVEYED AND A VISUAL BARRIER, SUCH AS ORANGE SNOW FENCE, SHALL BE
<br />PLACED AROUND THE FULL PERIMETER TO KEEP ALL CONSTRUCTION TRAFFIC, EQUIPMENT AND MATERIAL STOCKPILES
<br />OUT OF THE PROPOSED FILTRATION AREA. THE VISUAL BARRIER MUST BE INSTALLED BEFORE NEW CONSTRUCTION
<br />BEGINS AND SHALL BE MAINTAINED THROUGH THE DURATION OF THE PROJECT.
<br />2. DELIVER SAMPLE MATERIALS ONSITE FOR PRIOR APPROVAL. PRIOR TO BEGINNING THE INSTALLATION, SUFFICIENT
<br />MATERIAL QUANTITIES SHALL BE ONSITE TO COMPLETE THE INSTALLATION AND STABILIZE EXPOSED SOIL AREAS
<br />WITHOUT DELAY.
<br />3. CARE MUST BE TAKEN TO AVOID CONTAMINATION OF ENGINEERED SOILS WITH SEDIMENT, IN-SITU OR TOPSOIL DURING
<br />AND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED.
<br />4. INSTALLATION WITH DRY SOIL CONDITIONS IS CRITICAL TO PREVENT SMEARING AND COMPACTION. SCHEDULE WORK
<br />FOR PERIODS OF DRY WEATHER. DO NOT WORK IF SOIL CONDITIONS ARE WET. EXCAVATION, SOIL PLACEMENT AND
<br />RAPID STABILIZATION OF PERIMETER SLOPES WITH TURF SOD MUST COMPLETED BEFORE THE NEXT PRECIPITATION
<br />EVENT. TURF SOD PLACED IN FLOW PATHS SHALL BE SECURED WITH AT LEAST 6 STAKES PER SQUARE YARD. PLACE
<br />STAKES ALONG UPHILL SEAM EDGES TO PREVENT UNDERMINING FLOWS UNTIL SOD ROOTS ESTABLISH.
<br />5. DO NOT LEAVE STORMWATER AREAS AND / OR PERIMETER SLOPES EXPOSED OVERNIGHT. SECURE THE SITE FROM RISK
<br />OF PRECIPITATION DAMAGES AT THE END OF EVERY WORK DAY. IN THE EVENT OF RAIN, TAKE ACTION TO DIVERT
<br />STORMWATER AWAY FROM THE WORK AREA AND TEMPORARILY COVER OF ALL EXPOSED SOILS WITH FILTER FABRIC
<br />OR IMPERMEABLE SHEETING.
<br />6. FIELD OBSERVATION OF EXCAVATION AND SOIL PLACEMENT IS REQUIRED. NOTIFY GEOTECHNICAL ENGINEER PRIOR TO
<br />DIGGING. USE BACKHOE WITH TOOTH BUCKET FOR CELL EXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS.
<br />(DO NOT USE SKID STEER FOR EXCAVATION WITHIN THE CELL) USE TOOTH BUCKET TO SCARIFY (RIP) UNDERLYING
<br />SOILS 6" TO 9" DEEP TO REMOVE COMPACTION. GENTLY MIX THE FIRST LIFT OF ENGINEERED SOILS WITH THE LOOSENED
<br />UNDERLYING SOILS TO AVOID STRATIFICATION AND PROMOTE PERMEABILITY. USE EXCAVATOR BUCKET TO PLACE
<br />MATERIALS. CONSTRUCTION EQUIPMENT SHALL NOT BE ALLOWED INTO THE STORMWATER AREAS. LEVELING AND
<br />FINAL GRADING WITHIN THE CELL MUST BE COMPLETED BY HAND.
<br />7. FILTRATION AREA SOIL MIX SHALL BE MINNESOTA STORMWATER MANUAL 4.1.2 MIX B: ENHANCED FILTRATION BLEND
<br />(WELL BLENDED MIXTURE OF 70% ASTM C-33 COARSE WASHED SAND (MN/DOT 3126) AND 30% MN/DOT 3890 GRADE 2
<br />LEAF LITTER COMPOST. THE MATERIAL SUPPLIER SHALL PROVIDE DOCUMENTATION THAT THE COMPOST HAS BEEN
<br />SAMPLED AND TESTED AS REQUIRED BY THE SEAL OF TESTING ASSURANCE (STA) PROGRAM OF THE UNITED STATES
<br />COMPOSTING COUNCIL (USCC) AND A GRADATION SIEVE ANALYSIS FOR THE WASHED SAND. THE ENGINEERED SOIL
<br />SHALL NOT CONTAIN ANY TOPSOIL OR FILTER AGGREGATE WITH FINES.
<br />8. INSTALL PLANTINGS BY HAND.
<br />9. INSTALLED SOD AND PLANTINGS REQUIRE A TOTAL OF 1" OF WATER PER WEEK AND ACTIVE WEED MANAGEMENT UNTIL
<br />WELL ESTABLISHED. WATERING COSTS ARE CONSIDERED INCIDENTAL TO SOD AND PLANTING INSTALLATION.
<br />CONSTRUCT A TEMPORARY IRRIGATION SYSTEM, CONSISTING OF ABOVE GROUND HEADS, PIPING, VALVES, ETC., FOR
<br />WATERING UNTIL VEGETATION IS ESTABLISHED. DO NOT USE A WATER TRUCK AS THE FORCE OF THE WATER WILL
<br />ADVERSELY AFFECT THE STORMWATER AREA SOILS.
<br />10. REMOVAL OF ACCUMULATED SEDIMENT AND DEBRIS SHALL BE DONE BY HAND OR, IF SELF-PROPELLED EQUIPMENT IS
<br />REQUIRED, FROM OUTSIDE THE PERIMETER OF THE FILTRATION AREAS.
<br />C2.11
<br />14
<br />GATE VALVE BOX
<br />8"
<br />AS REQUIRED
<br />ADJUST TOP TO 1/2" BELOW FINISHED PAVEMENT
<br />GRADE OR 1" BELOW FINISHED TURF GRADE.
<br />SET SO AS TO PROVIDE 12" OF UPWARD ADJUSTMENT.
<br />COVER SHALL BE
<br />STAMPED WITH "WATER"
<br />FINISH GRADE
<br />VALVE BOX
<br />GATE VALVE
<br />REFER TO DRAWINGS
<br />FOR SIZES
<br />WATERMAIN
<br />CONCRETE THRUST BLOCK
<br />16
<br />C2.11
<br />FIRE HYDRANT8'-0" MINIMUM3'-0"8'-0" MIN. COVERHYDRANT MARKER
<br />HYDRANT, HEIGHT VARIES
<br />FINISH
<br />GRADE
<br />TRAFFIC FLANGE
<br />2" ABOVE GRADE REFER TO DETAIL
<br />4" x 4"
<br />VERTICAL
<br />BLOCK
<br />4" x 4"
<br /> THRUST
<br />BLOCK
<br />1 CU. YD. GRAVEL 3/4"+ COVER
<br />WITH POLYETHLENE
<br />TEE
<br />6" D.I.P. LEAD
<br />MECH. JOINTS
<br />6" GATE VALVE
<br />8" CONCRETE
<br />THRUST BLOCKS 2-3/4" TIE RODS
<br />C2.11
<br />16
<br />C2.11
<br />17
<br />WATERMAIN OFFSET
<br />PROPOSED / EXISTING SEWER
<br />- REFER TO PLAN FOR SIZES
<br />AND LOCATIONS
<br />ONE LENGTH OF
<br />PROPOSED WATERMAIN
<br />PIPE CENTERED AT
<br />CROSSING
<br />TRANSITION TO SPECIFIED DEPTH (TYP).
<br />INSTALL VERTICAL BENDS AS REQUIRED18" MIN.WATERMAIN SHALL
<br />HAVE 8' MINIMUM COVER
<br />45 ° BEND (TYP)
<br />RESTRAINT AT EVERY
<br />JOINT
<br />17B
<br />C2.11
<br />THRUST BLOCK
<br />BEND
<br />CROSS
<br />TEE45° BEND
<br />WYE
<br />NOTES:
<br />1.CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH.
<br />2. KEEP CONCRETE CLEAR OF PIPE JOINTS, NUTS AND BOLTS.
<br />3. IF NOT SHOWN ON PLANS, REQUIRED BEARING AT FITTING SHALL BE AS INDICATED
<br />ABOVE, ADJUSTED IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND
<br />ALLOWABLE SOIL BEARING STRESS(ES).
<br />4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE
<br />PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN THIS STANDARD
<br />DETAIL.
<br />5. ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN ALLOWABLE
<br />SOIL BEARING STRESS OF 2000 POUNDS PER SQUARE FOOT. TO COMPUTE BEARING
<br />AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE THE
<br />FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (200/SOIL BEARING
<br />STRESS) X (TABLE VALUE).
<br />PLUGGED CROSS PLUGGED CROSS
<br />PLUGGED TEE PLUG OR CAP
<br />NOMINAL
<br />FITTING SIZE
<br />(INCHES)
<br />TEE, WYE,
<br />PLUG, OR
<br />CAP
<br />90° BEND,
<br />PLUGGED
<br />CROSS
<br />TEE PLUGGED
<br />ON RUN
<br />A1 A2
<br />45°
<br />BEND
<br />22.5°
<br />BEND
<br />11.25°
<br />BEND
<br />4 1.0 1.4 1.9 1.4 1.0 - -
<br />6 2.1 3.0 4.3 3.0 1.6 1.0 -
<br />10 5.9 8.4 11.8 8.4 4.6 2.6 1.2
<br />12 8.5 12.0 17.0 12.0 6.6 3.4 1.7
<br />14 11.5 16.3 23.0 16.3 8.9 4.6 2.3
<br />16 15.0 21.3 30.0 21.3 11.6 6.0 3.0
<br />18 19.0 27.0 38.0 27.0 14.6 7.6 3.6
<br />20 23.5 33.3 47.0 33.3 18.1 9.4 4.7
<br />24 34.0 48.0 68.0 48.0 26.2 13.6 6.8
<br />8 3.8 5.3 7.6 5.4 2.9 1.5 1.0
<br />1/4" PLYWOOD
<br />OVER FACE
<br />OF BOLTS
<br />A1
<br />A2
<br />UNDISTURBED SIDE OF TRENCH (TYP.)
<br />BEDDING MATERIAL (TYP.)
<br />18
<br />C2.11
<br />RCP FLARED END SECTION
<br />(FES)
<br />PIPE SIZE
<br />21" & LESS
<br />24" TO 36"
<br />42" TO 54"
<br />60" & GREATER
<br />"U" BOLT DIA.
<br />1/2"
<br />5/8"
<br />3/4"
<br />1"
<br />WIDTH
<br />24"
<br />24"
<br />24"
<br />24"
<br />"U" BOLT REQUIREMENTS
<br />NOTES:
<br />2 - "U" BOLT FASTENERS TO BE INSTALLED ACROSS EACH
<br />JOINT, ONE EACH SIDE OF PIPE AT 60° FROM THE TOP OF
<br />THE PIPE. FASTEN FIRST THREE JOINTS AS SHOWN.
<br />CONCRETE PIPE TIES ("U" BOLTS)
<br />TRASH GUARD WITH 5/8" DIA.
<br />RODS AT 6" ON CENTER.
<br />FASTEN TO FES WITH 3
<br />HOT DIPPED GALV. CLIPS
<br />RIPRAP - REFER
<br />TO DETAIL
<br />C2.11
<br />23
<br />C2.11
<br />22
<br />RIPRAP - FLARED END
<br />SECTIOND51
<br />5D2'-0"D5D12"PLAN
<br />SECTION A - A
<br />SECTION B - B12"18"B
<br />B
<br />AA
<br />CLASS III RIPRAP
<br />GEOTEXTILE FABRIC
<br />PLAN FINISH GRADE
<br />CLASS III RIPRAP
<br />GEOTEXTILE FABRIC
<br />PLAN FINISH GRADE
<br />FABRIC SHALL COVER THE AREA
<br />OF THE RIPRAP AND EXTEND
<br />UNDER THE CULVERT APRON 3'
<br />C2.11
<br />23
<br />8
<br />C2.11
<br />CLASS B PIPE BEDDING
<br />CITY STANDARD PLATE 4005
<br />9
<br />C2.11
<br />CLASS C PIPE BEDDING
<br />CITY STANDARD PLATE 4005
<br />LANDSCAPE ARCHITECTURE SITE PLANNING CIVIL ENGINEERING
<br />ANDERSON - JOHNSON
<br />ASSOCIATES,
<br />INC.
<br />7575 GOLDEN VALLEY ROAD SUITE 200 MINNEAPOLIS. MN 55427
<br />FAX (763) 544-0531 PH (763) 544-7129
<br />DateRegistration Number
<br />Check
<br />Drawn
<br />Date:
<br />Comm
<br />I hereby certify that this plan, specification or report was prepared by
<br />me or under my direct supervision and that I am a duly Licensed
<br />under the laws of the State of
<br />Revisions
<br />Description Date Num
<br />Scale:
<br />North
<br />501 South Eighth Street
<br />Minneapolis, MN 55404
<br />krausanderson.com | 612 332 7281
<br />MOUNDS VIEW
<br />HIGH SCHOOL 2019
<br />IMPROVEMENTS
<br />1900 Lake Valentine Road
<br />ARDEN HILLS, MINNESOTA 55112
<br />4570 VICTORIA STREET N
<br />SHOREVIEW, MINNESOTA 55126
<br />ISD #621: MOUNDS VIEW
<br />PUBLIC SCHOOLS
<br />PROFESSIONAL ENGINEER
<br />MINNESOTA
<br />C2.11
<br />NOT TO SCALE
<br />DAR
<br />MET
<br />02/06/2019
<br />172270
<br />40180 02/06/2019
<br />DAVID A. REY
<br />DETAILSSITE
<br />Addendum #2 02/22/2019 1
<br />FINGER DRAIN
<br />3"3"3"CURB AND GUTTER
<br />BITUMINOUS PAVEMENT SECTION
<br />REFER TO DETAIL
<br />6"
<br />3" MINIMUM
<br />UNDER TILE
<br />WRAP TRENCH AND PEAROCK
<br />WITH GEOTEXTILE FABRIC
<br />PEA ROCK AROUND TILE
<br />6" DRAIN TILE - LENGTH OF INDIVIDUAL
<br />FINGER DRAIN SHALL BE 30' MINIMUM
<br />UNLESS NOTED OTHERWISE.
<br />11
<br />C2.11
<br />1
<br />C2.13
<br />10
<br />C2.13
<br />11
<br />C2.13
<br />2
<br />C2.13
<br />12
<br />C2.13
<br />RETAINING WALL AND FENCEVARIESGEOSYNTHETIC REINFORCEMENT
<br />WALL BASE
<br />5'-0" MINIMUM EXCAVATION4'-0"18" MAX.
<br />CHAIN LINK
<br />FENCE
<br />DRAINTILE - CONNECT
<br />TO STORM SEWER
<br />(REFER TO UTILITY PLAN)
<br />6" MINIMUM
<br />COMPACTED
<br />AGGREGATE BASE
<br />FREE DRAINING
<br />AGGREGATE
<br />SLOPE VARIES
<br />CAP BLOCK - MAX. ELEVATION
<br />CHANGE AT TOP OF WALL IS
<br />4" - DOUBLE STACK CAP
<br />BLOCKS AS NECESSARY
<br />BLOCK UNITS
<br />FENCE POST FOUNDATION SYSTEM
<br />REFER TO SPECS - COORDINATE
<br />LOCATION WITH FENCING CONTRACTOR
<br />24
<br />C2.11
<br />C2.13
<br />18
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