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SWERVE RACK
<br />Submittal Sheet
<br />3.0" POROUS ASPHALTIC CONCRETE
<br />1.0" CHOKER COURSE, WASHED NO.57 STONE
<br />8.0" CLEAN, WASHED CRUSHED STONE AGGREGATE,
<br />MNDOT CLASS A OR B COARSE AGGREGATE,
<br />MIN. 80% CRUSHED
<br />SCARIFY SUBGRADE TO DEPTH
<br />OF 12" AND TOLERANCE WITH
<br />EQUIPMENT THAT IMPARTS
<br />MINIMAL LOAD
<br />POROUS PAVEMENT SECTION
<br />I/I111►1:7E1►17�]:ZyErZK�71[y:7■1■�\�/q � IE►11
<br />3" AGGREGATE BASE
<br />;MNDOT 3138 CL5)
<br />COMPACTED SUBGRADE
<br />CONCRETE PAVEMENT SECTION
<br />NO SCALE
<br />NO SCALE
<br />2.0" TYPE SP 9.5 BITUMINOUS WEAR COURSE
<br />MIXTURE (2,B) SPWEA240B (PG 58-26), MNDOT 2360
<br />2357 BITUMINOUS TACK COAT
<br />2.0" TYPE SP 12.5 BITUMINOUS NON -WEAR COURSE
<br />MIXTURE (2,B) SPWEB230B (PG58-28), MNDOT 2360
<br />8" AGGREGATE BASE
<br />(MNDOT 3138 CL5)
<br />COMPACTED SUBGRADE
<br />BITUMINOUS PAVEMENT SECTION
<br />L SEE TABLE 1
<br />DOWELED CONSTRUCTION JOINT
<br />USE WHERE CONCRETE PLACEMENT OPERATIONS
<br />STOP FOR MORE THAN 30 MINUTES, END FOR
<br />THE DAY, OR WHERE CAST AGAINST PREVIOUSLY
<br />PLACED OR EXISTING CONCRETE.
<br />BUILDING OR STRUCTURE
<br />3/4"
<br />M
<br />JOINT SEALER
<br />° 4
<br />/ d
<br />I- d < d
<br />d d d
<br />6'-0"
<br />JOINT FILLER
<br />N
<br />ISOLATION JOINT
<br />USE AGAINST BUILDINGS OR OTHER STRUCTURES
<br />TABLE 1: DOWEL SIZING CHART
<br />PAVEMENT
<br />THICKNESS (in)
<br />MAXIMUM
<br />DOWEL SPACING
<br />MINIMUM
<br />DOWEL LENGTH
<br />MINIMUM
<br />DOWEL DIAMETER
<br />LESS THAN 8
<br />12"
<br />16"
<br />0.75"
<br />TABLE 2: JOINT SPACING
<br />CONCRETE
<br />PAVEMENT THICKNESS
<br />MAXIMUM
<br />JOINT SPACING
<br />5"
<br />10,
<br />JOINT SEALER CONTINUE REINFORCING
<br />THROUGH JOINT
<br />d d <
<br />° <
<br /><
<br />d <
<br />d <
<br />CONTRACTION JOINT
<br />MAX. CONTRACTION JOINT SPACING
<br />SEE TABLE 2
<br />CONCRETE PAVEMENT JOINT
<br />NO SCALE
<br />PROPERTY LINE
<br />0.511 8' 0.51
<br />CI OPP 1IA" PPP Pii Tn nPAlA1
<br />3" TYPE 9.5 WEAR COURSE MIX (2,B)
<br />(SPWEA240B)
<br />6" CLASS 5 OR SALVAGED/RECYCLED MATERIAL
<br />MEETING CLASS 5 GRADATION (MnDOT 3138)
<br />GEOTEXTILE FABRIC FOR ROOT CONTROL TO BE PLACED
<br />UNDER CLASS 5 AGGREGATE
<br />BIKE PATH TYPICAL SECTION
<br />0.5' 5"
<br />SLOPE 1/4" PER FOOT TO DRAIN
<br />PROPERTY LINE
<br />0.5' l
<br />-6" CONCRETE (3F52A)
<br />CLASS 5 OR SALVAGED/RECYCLED
<br />MATERIAL MEETING CLASS 5
<br />GRADATION (MnDOT 3138)
<br />SIDEWALK TYPICAL SECTION
<br />Special Details
<br />/r CIT-Y OF
<br />BIKE PATH AND Dale:
<br />04 01-15
<br />Revised:
<br />SIDEWALK TYPICAL SECTIONS HU-STR-17
<br />r EST.1906 03-12-20
<br />_�L /
<br />CONCRETE BIKE PATH & SIDEWALK SECTIONS
<br />NO SCALE
<br />Special Details
<br />�CITY OF
<br />TYPICAL TRAIL Date:
<br />04 01-15
<br />JGO
<br />SECTION HU-STR-18
<br />Revised:
<br />r EST.1906 03-12-20
<br />CONTRACTION JOINT
<br />CONSTRUCTION JOINT
<br />ISOLATION/EXPANSION JOINT
<br />PAVEMENT PAVEMENT
<br />r_ W
<br />3/4"
<br />r- -�
<br />PAVEMENT
<br />SURFACE
<br />SURFACE -i SURFACE
<br />Q
<br />p
<br />p: o
<br />00
<br />0
<br />0o
<br />p. o
<br />00
<br />°
<br />JOINT SEALER
<br />o
<br />° JOINT SEALER
<br />°
<br />°
<br />JOINT
<br />D:o
<br />D:o
<br />�o
<br />SEALER
<br />o
<br />oD.
<br />oD.
<br />o
<br />otx
<br />oD.
<br />o
<br />oD:
<br />oD:
<br />BACKER
<br />�.
<br />BACKER
<br />�.
<br />BACKER
<br />°
<br />MATERIAL
<br />o °
<br />°
<br />MATERIAL
<br />o °
<br />°
<br />MATERIAL
<br />4Y.
<br />D:o.
<br />p
<br />D:o.
<br />D.
<br />o
<br />o�A
<br />A �.
<br />D.
<br />o
<br />A
<br />A�
<br />o
<br />D
<br />P
<br />o
<br />o
<br />D
<br />Pp
<br />pDa'
<br />A o
<br />D15
<br />a. ..
<br />a. ..
<br />o D.
<br />JOINT BOTTOM
<br />INITIAL
<br />SAWCUT (1/8") BUTTED JOINT
<br />ts
<br />OR INSERT
<br />o .o
<br />"
<br />CRACK
<br />o
<br />o
<br />W = WIDTH OF SEALANT RESERVOIR (1/2" (MIN), 5/8" (MAX))
<br />p: D.
<br />p
<br />JOINT
<br />FILLER
<br />D = DEPTH OF SEALANT (1.0 TO 1.5W)
<br />o 17.
<br />In,
<br />o 15
<br />T = 1/4 SLAB THICKNESS
<br />�.
<br />d
<br />NOTE:
<br />1. TOP OF SEALANT WILL BE 1/8" TO 1/4" BELOW TOP OF PAVEMENT
<br />3/4" j
<br />SURFACE FOR EXTERIOR PAVEMENTS
<br />JOINT SEALANT
<br />•d a d _ ° °
<br />° m rl
<br />1/4"R d a o C)
<br />D-1 (Y
<br />° d w U_
<br />° d
<br />°
<br />TOOLED CONTROL JOINT
<br />SPACING: 5' WALK 5' C/C
<br />6' WALK 6' C/C
<br />JOINT SEALER N
<br />d d d°
<br />° Y
<br />d /4"R ° d d o a
<br />¢LU
<br />° d d C LU
<br />Cn
<br />a °
<br />°
<br />EXPANSION JOINT NON BITUMINOUS JOINT FILLER
<br />MAXIMUM SPACING 100'. ALSO USE WHEN ABUTTING BUILDINGS.
<br />SIDEWALK JOINT
<br />NO SCALE
<br />NO SCALE
<br />TRAIL SECTION
<br />NO SCALE
<br />34'
<br />44"
<br />IN -GROUND
<br />IN -GROUND MOUNT
<br />�12�
<br />2I
<br />` b.
<br />SURFACE MOUNT
<br />EE1118"
<br />110"
<br />s
<br />GEF?O
<br />A PLAYcaRE o oe
<br />CAPACITY 2 Bikes
<br />MATERIALS ❑X Standard
<br />1.9" OD schedule 40 pipe
<br />❑ Lightweight
<br />1.9" OD schedule 10 pipe
<br />FINISHES Galvanized
<br />An after fabrication hot dipped galvanized finish is
<br />our standard option. 250 TGIC powder coat colors,
<br />thermoplastic coating, PVC dip, and stainless steel finishes
<br />are also available as alternate options.
<br />Powder Coat
<br />Our powder coat finish assures a high level of adhesion and
<br />durability by following these steps:
<br />1. Sandblast
<br />2. Epoxy primer electrostatically applied
<br />3. Final thick TGIC polyester powder coat
<br />Stainless
<br />Stainless Steel: 304 grade stainless steel material finished in
<br />either a high polished shine or a satin finish.
<br />MOUNT ❑X
<br />In -ground
<br />OPTIONS
<br />In ground mount is embedded into concrete base. Specify
<br />in ground mount for this option.
<br />❑
<br />Surface
<br />Foot Mount has two 2.5"x6"x.25" feet with two anchors per
<br />foot. Specify foot mount for this option.
<br />Rail
<br />Rail Mounted Swerve Racks are bolted to two parallel rails
<br />which can be left freestanding or anchored to the ground.
<br />Rails are heavy duty 3"A.4"x3/16" thick galvanized mounting
<br />rails. Specify rail mount for this option.
<br />www.dero.com 1 1-888-337-6729
<br />© 2018 Di
<br />BIKE RACK
<br />NO SCALE
<br />2'-11"
<br />1
<br />sPE�tFreATtoN
<br />1. STEEL REINFORCED, COLD JOINT SECURED MONOLITHIC
<br />CONCRETE STRUCTURES (INLET 875 LBS, MIDDLE 965 LBS, AND
<br />OUTLET 730 LBS). CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
<br />STRENGTH OF 4,000 PSI AT 28 DAYS. CONCRETE AIR ENTRAINED (4%
<br />l5
<br />TO 8% BY VOLUME). MANUFACTURED AND DESIGNED TO ASTM C858.
<br />2. 2-POINT PICK USING RECESSED LIFTING POCKETS WITH A
<br />Z
<br />OUTLE� MIDDLE INLET,
<br />STANDARD HOOK.
<br />to
<br />�? 1--
<br />3. FIBERGLASS GRATE (11 LBS/PIECE).
<br />OUTLET N N,
<br />3D VIE
<br />4. FRP COMPOSITE LID (38 LBS/PIECE) WITH CONCENTRATED LOAD
<br />CAPACITY OF 11.200 LBS.
<br />OUTLETMIDDLE INLET,
<br />2' 1"
<br />INSTALLATION NOTES
<br />7J -
<br />1. INSTALL A CLASS 5 BASE (COMPACTED TO 95% STANDARD
<br />2.7^
<br />2'-1"
<br />PROCTOR). THE DISTANCE FROM THE BACK OF THE CURB MAY VARY
<br />if A - A'
<br />^ 1'-10" ^
<br />BASED ON SITE CONDITIONS. EXCAVATE 1' 7" BELOW THE
<br />GUTTERLINE ELEVATION (I.E. THE BIORETENTION OVERFLOW
<br />2'-11"
<br />ELEVATION) TO ACCOMMODATE THE 9" PONDING
<br />- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -
<br />DEPTH, 6" CLASS 5 AGGREGATE, AND 4" RAIN GUARDIAN FOXHOLE
<br />BASE (INCLUDED). THEREFORE, THE TOP OF THE
<br />2'-11" 2'-11" 2'-11"
<br />CLASS 5 COMPACTED BASE IS PRECISELY 1' 1" BELOW THE
<br />END A -A' VIEW
<br />GUTTERLINE ELEVATION. THE TOP OF THE RAIN GUARDIAN FOXHOLE
<br />INLET POINT WILL BE 7-1/2. ABOVE THE TOP OF THE CONCRETE BASE
<br />FRP COMPOSITE LID FRP COMPOSITE LID
<br />AND 1-1/2' BELOW THE GUTTERLINE ELEVATION TO ACCOMMODATE A
<br />in in
<br />SLOPED INLET FROM THE GUTTER TO THE RAIN GUARDIAN FOXHOLE.
<br />cj
<br />4
<br />MIDDLE N
<br />"' t.,
<br />REMOVABLE FILTER WALL -►� FIBERGLASS GRATE FIBERGLASS GRATE
<br />111
<br />2. SET RAIN GUARDIAN FOXHOLE INLET FIRST, FOLLOWED BY MIDDLE
<br />SECTION(S). AND FINALLY THE OUTLET ON THE PREPARED CLASS 5
<br />r - - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br />BASE. POSITION RAIN GUARDIAN FOXHOLE OUTLET PIECE SO
<br />PRIMARY OUTLET ALIGNS WITH TOE OF BASIN SIDE SLOPE TO AVOID
<br />;- i
<br />r---------------
<br />SOIL INTERFERENCE WITH REMOVABLE FILTER WALL.
<br />2•_7^
<br />F _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
<br />3. SECURE MODULAR FOXHOLE PIECES AT EACH JOINT USING
<br />I I p A
<br />'
<br />PROVIDED GALVANIZED TIE RODS.
<br />T-11"
<br />2'-6" T-0.5" 2'-8.25"
<br />4. INSTALL EXPANSION/CONTRACTION JOINT MATERIAL OR A SHEET
<br />ELEVATION VIEW
<br />OF POLY TO SERVE AS A BOND BREAK BETWEEN RAIN GUARDIAN
<br />FOXHOLE AND CONCRETE INLET BEFORE POURING INLET.
<br />5. REMOVABLE FILTER WALL SHOULD BE INSTALLED WITH FILTER
<br />...........
<br />FABRIC FACING THE RAIN GUARDIAN FOXHOLE INLET.
<br />in
<br />N-
<br />SIDEWALK .,., ., ., .,.
<br />INLET:._..:.:.,.
<br />:.:.:.:..:..: -----------
<br />N
<br />•CURB TIE
<br />GUTTER
<br />--------------- 1'----
<br />2' 1"
<br />• `a IIII=IIII
<br />GUTTER • -IIII ��
<br />=III CLASS 5 AGGREGATE
<br />2-11. =IIII
<br />-IIII-IIII-IIII-IIII-IIII
<br />=IIII=IIII=IIII=IIII�1-1
<br />IIIIIIISUBSOILSIIIIIII
<br />I I p P
<br />IIII_IIII_IIII_IIII_IIII_IIII_IIII_IIII_IIII_IIII_IIII_IIII_IIII_IIII_IIII_IIII III IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII-IIII=IIII=IIII-IIII
<br />FOXHOLE COULD ALSO BE INSTALLED BEHIND CURB-' =IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=1
<br />MANUFACTURED BY: I■• EORTERRA
<br />PLAN VIEW
<br />INSTALLED PLAN VIEW - INLET ONLY INSTALLED ELEVATION VIEW - INLET/OUTLET
<br />ONLY
<br />Structural & Specialty
<br />RAIN GUARDIAN FOXHOLE
<br />REVISION
<br />HISTORY
<br />AK6XA
<br />REM
<br />13V
<br />DAT
<br />D-ES-C-FUMT-10N
<br />N
<br />1ARDIAN
<br />PRETREATMENT CHAMBER
<br />'RUAnNMODULAR
<br />1
<br />0,11,.
<br />F
<br />ISTUTlidff
<br />ism" 1°" 1
<br />BIORETENTION PONDING DEPTH: 9"
<br />Anoka Conservation District
<br />1318 McKay Dr. NE, Suite 300
<br />PRETREATMENT FOR BIORETENTaN
<br />TYPICAL DETAIL
<br />Ham Lake, MN 55304
<br />763-434-2030
<br />scA
<br />vARus�
<br />Ram Gardens • S.ialcs • Rttration Basins • InldlraUon Basins
<br />U.S. PATENTi
<br />NOS.
<br />0 501,010 AND 6,855,50/ j
<br />RAIN GUARDIAN FOXHOLE
<br />NO SCALE
<br />ARCHITECTURAL
<br />CONSORTIUM L.L.C.
<br />901 NORTH THIRD STREET,
<br />SUITE 220
<br />MINNEAPOLIS, MN 55401
<br />612-436-4030
<br />PROJECT
<br />CATTLE HOUSE
<br />RESTAURANT &
<br />EVENT CENTER
<br />HUGO, MINNESOTA
<br />SHEET INDEX
<br />PLANNED UNIT
<br />DEVELOPMENT
<br />(PUD),
<br />PRELIMINARY PLAT,
<br />SITE PLAN REVIEW
<br />02/17/2020
<br />ISSUE DATE
<br />AMENDED CITY APPLICATION 02/20/2020
<br />CITY COMMENTS 03/02/2020
<br />CITY COMMENTS 1 04/10/2020
<br />D E S I G N
<br />Civil Engineering I Landscape Architecture I Construction Services
<br />901 N 3rd STREET, SUITE 120
<br />MINNEAPOLIS, MN 55401
<br />p 612.260.7980
<br />f 612.260.7990 www.elanlab.com
<br />C E R T I F I C A T 1 0 N
<br />I hereby certify that this plan was prepared by me,
<br />or under my direct supervision and that I am a
<br />duly Licensed Professio eer under the
<br />laws of the stat 1^�II A. O\��
<br />N` ` ``�
<br />c
<br />�pN
<br />Stephen M. Johnston DATE
<br />REGISTRATION IN 18914 01/17/2020
<br />SHEET
<br />DETAILS
<br />C-502
<br />PROJECT NO.
<br />ARC19010
<br />
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